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Permits Folder 399 Ahern StreetPERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Tree Permit # Foundation Permit ~ 'I Demolition Permit # BUILDING Footing Slab Tie Beam Lintel j Nailing/ Sheathin Framing Insulation Building Final Certificate of Occupancy~- 3R9 gFl~ ST ~~Ns bInlA~2~ ~No~uE •Inr OG - HnB~- Type Work: Phone # Phone # Date Issued: RAA~. 260- (oB6(v ~~ ~~~ 6 / J~//~-L C CNbc ,$Cb~, ~L~I/V ~~~r ~t~nr ~~~-~ ^ Drainage inspection: Pool Permit # ELECTRIC # Tem .Power # JEA Release Date Temp. Power Letter Recd. Temp Pole # JEA Release Date Rough JEA Release Date Electric Final JEA Release Date Inspections: Steel Elec./Grounding Roofing Permit # Inspect: Nailing/Sheathing Fire Inspection: Failed Inspections: Underslab Water/ Sewer Rough/ Top out Plumbing Final Final Final Final Date Paid: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(cr~,coab.us Application Number 07-00000417 Date 4/03/07 Property Address 399 AHERN ST Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc 1 CONDENSER/1 AHU ---------------------------------------------------------------------------- Owner ------------------------ IDG - ANDY HASSAN 399 AHERN STREET ATLANTIC BEACH FL 32233 Contractor ------------------------ B-COOL A/C & HEATING, INC. 5329 DEER ISLAND RD GREEN COVE SPRINGS FL 32043 (904) 509-9744 ----------------------- Permit -------------- MECHANICAL ------------------ PERMIT --------------------- Additional desc . Permit Fee 71.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date ------- 9/30/07 ---------------- Fee summary -------------- -------------- Charged ------------------ Paid Credit --------------------- ed Due --- Permit Fee Total ---------- - 71.00 --------- ------- 71.00 --- ---------- .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. w -,i-- ~r,.: CITY OF ATLANTIC BEACH 1`, ~ ON l'y "~ MECHANICAL PERMIT APPLICATI ~ J:il~ Date: `~~3/ 7 Property Address: _~~9 /~~{~~^ ~' Owner: ~ ~ Q Telephone #: ~~ ~ " ~~~~ Contractor: /~ ~ ~JJ ~ ~ ~ r ~n ~f ~l~n~w~ a ~ ~ ~ ~""5 ~'~ Telephone #: SJ 9 - ~~y~ Contractor Address: ~~a- ~ i~~} vl~~e ~ d Fax #: 3~-~'~~O `~ Contractor Signature: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ood ractice listed therein. Type of Heating Fuel: If other construction is being done on this building Y/ ~a Electric or site, list the building permit number: ^ Gas: _LP -Natural -Central Utility ^ Oil ^ Other - S ci MECHANICAL EQUIPMENT TO BE IN STALLED NATURE OF WORK ~ / C~Heat _ Space _ Recessed G! C~rxtral _ Floor Air Conditioning: _ Room Central residential ^ Duct System: Material Thickness ^ Commercial Maximum capacity cfm ^ Refrigeration ^ Cooling Tower: Capacity gpm ^ Fire Sprinklers: Number of Heads ^ New Building E fisting Building ^ Elevator: _ _ Manlift Escalator (Number) Replacement of Existing System ^ Gasoline Pumps (Number) ^ Tanks (Number) ^ New Installation ^ LPG Containers (Number) (No system previously installed) ^ Unfired Pressure Vessel ^ Boilers ^ Extension or Add-on to Existing System ^ Gas Piping ^ Other -Specify ^ Other -Specify LIST ALL E UIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton's Agency f Cv.i~Pn ~~ Nl3N~ o ~~~9~ P°- nz. ~- HEATING -FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Man & Dimensions Contained Manufacturer No. A ency 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • httn:/hvww.ci.atlantic-beach.fl.us Revised 1/04 Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET 3. 07 dy ~ ss,~~ Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ^ Single-Family Residence ^ Commercial "°~ Other: ~~ Lowest Floor Elevation: Required As Built FFE Fi/ The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. , 3, D''7 Public Works S. _. q Public Utilities ~ ~~ A•l~E~ Building Plannin S ~Jt._ Final Survey with FFE All Re-Inspect Fees Paid Termite Treatment Y Yes No 1~ Yes No Yes No Graham Shirley From: Sent: To: Subject: Everything is good here. Walker, Chris Thursday, May 03, 2007 3:43 PM Graham Shirley RE: Co inspection From: Graham Shirley Sent: Thursday, May 03, 2007 3:19 PM To: Kaluzniak, Donna; Carper, Rick; Nodine, Phil; Walker, Chris; Deming, James Cc: McKay Cathleen; Matthews, CaHene; Lanier, Joyce Subject: Co inspection Andy Hassan has requested a co inspection for 391,393,395,397,399 Ahern St, for Friday 5/4/07. Andy can be reached at 880 4681. Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham@coab. us building-dept@coab. us Graham Shirley. From: Graham Shirley Sent: Thursday, May 03, 2007 3:33 PM To: 'Fireprev~Coj. Net (fireprev~coj.net)' Subject: FW: Co inspection Not sure if you guys need to see again. Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham(c~coab.us building-dept~coab.us From: Graham Shirley Sent: Thursday, May 03, 2007 3:19 PM To: Kaluzniak, Donna; Carper, Rick; Nodine, Phil; Walker, Chris; Deming, James Cc: McKay Cathleen; Matthews, Carlene; Lanier, Joyce Subject: Co inspection Andy Hassan has requested a co inspection for 391,393,395,397,399 Ahern St, for Friday 5/4/07. Andy can be reached at 880 4681. Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgrahamQcoab.us building-dept@coab. us Graham Shirley From: Graham Shirley Sent: Thursday, May 03, 2007 3:19 PM To: Kaluzniak, Donna; Carper, Rick; Nodine, Phil; Walker, Chris; Deming, James Cc: McKay Cathleen; Matthews, Carlene; Lanier, Joyce Subject: Co inspection Andy Hassan has requested a co inspection for 391,393,395,397,399 Ahern St, for Friday 5/4/07. Andy can be reached at 880 4681. Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham@coab.us building-dept@coab. us Graham Shirley From: Graham Shirley Sent: Thursday, May 03, 2007 3:22 PM To: Hufstetler, David Subject: FW: Co inspection Importance: High I don't see his Termite inspection papers, please ask him about this when you go out. From: Graham Shirley Sent: Thursday, May 03, 2007 3:19 PM To: Kaluzniak, Donna; Carper, Rick; Nodine, Phil; Walker, Chris; Deming, James Cc: McKay Cathleen; Matthews, Carlene; Lanier, Joyce Subject: Co inspection Andy Hassan has requested a co inspection for 391,393,395,397,399 Ahern St, for Friday 5/4/07. Andy can be reached at 880 4681. Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham@coab.us building-dept@coab. us IGD,Inc. 904 8~ 1754 05/04/07 12:52pm P. 001 FAX Transmission Cover Sheet To: Mare Majed EI Hassan Catie McKay 9857 St. Auguatitte Rd., Suite S FL 32257 Jacksonville Company: , Phone: 904.884.4681 City at Atlantic Beach Fax: 904.884.1754 Fax Namber: Date: 904.Z47.542~r S ~' ~ S May 4, 2007 Far Your Urgent Repiy ASAP Please Comment Intortaation Total number of Catie: this FAX Transmission Cover Skeet: 5 As requested, I am sending over the report termite bonds on both 391 Ahern and 309 secure the Co and place the 7~' street i e Sincerely _ .•.-=r/ ~/C~ Marc Majed EI Hassan from~tte"l_ast-' - our `"Street:" tP ease use tke Aker o Ste for future reference. _ ,vim ~R ?~ ~/~ c 4~ 3 ~NL K~v is r~ ~~ " .~ O'Kr<C ~~j ~''" l 3 Per-~z~ This facsimile is intended for the sMct nsc of the individu entity to which it is addressed. ocuments accompanying this FAX Transmission Cover Sheet ntay conUtiu ~ c~~, P~~ed+ and/or exempt from d'u:elosnre undtr appiicabie hw. if tht reader of this correspopdescris not the intended recipient or the empMyee or agent responsible for defiveriag this correspondence to the intended recipient, your arc hereby notified Ebel any dissemination, distribution. or cop}~isg of Win correspondence is strictly prohibited. The confidentiality of any patient hr€ormation contained heron is farther protected by Federal Gaw (42CFR, part2). If you have received this tacsimih! [n error, please notify ns immediately at the somber c.rresponding to the location referenced above to permit as to :rrasge for the retrieval of the origins) documents. Thank yon for your assistance in this matter. riCO~ Site Dia9'~"~~" ~~~~ " 50~ 399 ~~ ~ ~^r^~,,,...---~'""'r"."-....-- i- _,_ N~e• ~ __ .. ~ Most iutt__... E--"W""'...-~ r ~ z ~ ~~ ~~ Nu' yyofic Oats ~5 ~~ ~7 ~~~_' ~~: can ', _ _. . ~ _ ~gq~{ IGD, Iris. J'04 880 1754 05/04/07 12:52pm P. 002 Sentricon Site Report Atientic Beach Condominiums 1t.C 391 -399 Ahern Strom Atiat>tic Beach. R 32233 Bill To: Atlantic Beach Condominiums I.LC 9857 QW St Augustine ROa<I 18cksonvifle. R 32257 Gar IJaear Peal: 245 C>ient N t.~st senriCes 01/23/2007 Contisc TeRfinidate 147 /-pplipi Flrst, flailed: 03/20/2001 E~1f1ne1 Name Mode i~us a os~ t~bped ma~- CAedoad a =rte ?fie ._____ Flrat tlaNed ~rlt Type 1 Monitor Inactive 02/iW01 0!/23/07 _,_~--- Sentricon ESP z Monkor Inactive 02/16/01 01/28/07 serrtricari EsP 3 Monitor Inactive 02/16/01 02/23/07 SetltriCOn f~ a Monifla' Inactive 02/16/01 01/23/07 Sentriton ESP 5 Monifior Inactive 02/16/01 Oir23/07 5entricon ESP 6 Monitor Inactive 02/16/01 01/23/07 Sentricon ESP 7 Monitor Inactive 02/16/01 01/23/07 Senhioon E5P B Mot>atar' InaCtfve 02/16/01 01/23/07 Seniricon ESP 9 MOn10Dr Inactive 02!16/01 01/23/07 Sent:tron ESP 10 Monitor Inactive 02/16/0! 01/23/07 5entricoR ESP 11 MorNtor tnadive 02/16/01 01/23/07 Sentricon ESP 12 Monitor Inactive 02/16/01 01/23/07 SerMrioo~ gP 13 Monitor Inactive 02/16/01 OI/23/07 5eretricott ESP 14 Mor1ltor InaUive 02/16/01 01/23/0? 5entrlcai ESP 15 Monitor Inactive 02/16/01 01/23/07 Sentricon ESP 16 irtanitor irsactive 02/16/01 OiJ23/07 Sentrkon E5P 17 MonRor Inactive 02/16/01 01/23/07 Sentrioon E5P 18 Monitor Inecthre 02/16/01 Ol/23/0~ Serttrioon f'SP 19 Monir,~ tttactive Q2/i6/01 01/23/07 Sd~imrr I'.SP 20 Monit~ IrwGtive 02(16/01 OI/23/07 $entrioon E5P 2I Monitor Inactive 02/16/01 01/23/07 Setihimn ESP 22 Monitor ifiaCLFve OZ/16/01 0x/23/07 Sentrlcort ESP 23 Monkor Inactive 02/16/01 01/23/07 Sentricon F.SP 03/20/0/ Sd- Recruit II I6D,Ir~c. 904 890 1754 05104/07 12:05pm P. 001 FAX Transmission Cover Sheet To: Msrc Majed Ei Hassan Cabe McKay 9857 St. Augustine Rd., Suite S FL 32257 JacksoaviDe Co an ~ y , Phone:9Q~.88t1.4681 City of Atlantic Beach Fs:: 904.88Q.1754 Rsx Number: Date: 904.Z47.58~ 5 ~ ~ 5 May a, 2007 Rm' Yonr Urgent Reply ASAP Please Commert Information Total nninber of Catie: tnls r~ax rraesmusslon cover aseex: ~ As requested, I am sending over the report from the last inspections for oar termite bonds on both 391 Ahern and 3119 7tu Street. Please use the Ahern to secure the Co and place the 7tb street iu the file for future reference. Sincerely ~~ ~~ Marc Majed El I~Iassan This faeaimUe is intended far the strict use of the individual or eat[ty to which it is addressed. The documents acrnmpanyfag t6~ FAX Transmi~oa Caves Skeet may contafm htfortnation that is confidattiaF, prlvtkged, andlor exempt from diaclasare under appiiabie law. If tlu reader et tb~ correspondeaee is eot tht iuttnded recipient or tke cmploya or agent resposuible for delivering tkis eorrespoadence to the fotended reeipitat, your are hereby notified that any dissemination, distribution, or eopyit-g of this correspondeate is strictly prohibited. The confideatiaGty of any patient information contained herein is fi-rther protected by Fetkrai t.aw (42CFR, part2). If you have reeeivtd this tacsimik it error, please notify os immediately at the aambcr e~rrespondksg to tke location referenced above to permit us to amnge for the retrievst of tke original doennxMS. Tkaak you for your assistance in this matter. 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X12 ~1i X310 X13 ~ 15 ~ 15 ~31~4 ~ ~ ~3 3 2 1 ETE ~L4 ,~CC~S FRUIT ~ gu1LR CUI~R CITY OF ATLANTIC BEACH 800 SED~HNOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034087 Date 11/28/06 Property Address 399 AHERN ST Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation 15400 ---------------------------------------------------------------------------- Application desc INTERIOR REMODEL Owner Contractor PERKINS, RALPH J. EXTRAORDINAIRE HOME IMP INC. 399 AHERN STREET 5141 SIESTA DEL RIO DR. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32258 (904) 260-6866 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 110.00 Plan Check Fee 55.00 Issue Date Valuation 15400 Expiration Date 5/27/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 110.00 110.00 .00 .00 55.00 55.00 .00 .00 165.00 165.00 .00 .00 PERMIT IS APPROVED ONLY' IN ACCORDANCE WITH ALL CITI' OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BTJII,DING CODES. Doc # 2t)06408997, OR BK 13662 2145, Tax Folio Number: 169917-0105 and 169727-0000 Number Pages: 2. Filed 8 Recorded 11 /2$/"ZOOt3 at 11:34 AM, State of: Florida JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY. County of: Duval RECORDING 51$.50 File Number. 5029.009 NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and, in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: See Attached Exhibit "A" a. Property Address: 391, 393, 395, 397, 399 Ahern Strcet, Atlantic Beach, FL 32233 309, 311, 313, 315, 317 7th Street, Atlantic Beach, FL 32233 2. General Description of Improvements: The improvements on the property include re-roofing, re-flooring, stucco exterior. painting, remodel kitchen, install new cabinets and countertops, install new bathroom fixtures and install new windows. j ~ 3. Owner Information: a. Name and Address: Atlantic Beach Condominiums, LLC 9857 St. Augustine Road, Ste. 5 Jacksonville, FL 32257 b. Interest in property: Fee Simple c. Names and address of fce simple title holder (if other than owner): Atlantic Beach Condominiums, LLC 9857 St. Augustine Road, Ste. 5 Jacksonville, FL 32257 4. Contractor. Extraordinaire Home Improvements, Inc. 5141 Siesta Del Rio Drive Jacksonville, FL 32258 5. Surety: N/A 6. Lender: CenterBank of Jacksonville, N.A., Attn: Campbell Patterson 1325 Hendricks Avenue, Jacksonville, Florida 32207 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes. 8. In addition to himself, Owner designates the following persons to receive a copy of the Lienot's Notice as provided in Section 713.13{1 xb), Florida Statutes: CenterBank of Jacksonville, N.A., Attn: Campbell Patterson 1325 Hendricks Avenue, Jacksonville, Florida 3220? 9. Exniration date of Notice of Commencement (the expiration date is l year hom date of recording unless a LLC By: Man: Majed El Hassan Its: Managing Member Sworn to and subscribed before me thisday of November, 2006 by Marc Majed EI Hassan, Managing Member of Atlantic Beach Condominittms> LLC, who is~ersonally known to me or who did provide as identification. ~--. ~~~~ No blic ~"~"n'wa STEPHANIE D' BUMANGLAG My Comrnission Expit+es: ~~' ~ ~~9 ~k -SiMsotFknid~ ' ~~r CAmmbaiott ExpitsaAup 16,21109 Comtt~Ort ~ 00162511 1$ ~i»~ ~ IJw~ru ~~ LA~`j2.JJ ~`' ~~ `~ s, CITY OF ATLANTIC BEACH } .~ f ` J PLAN REVIEW SHEET ~J. .,,,. _. ~r Building Department Public Works & Public Utilities Departments ~ J"~ `~~ 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904) 247-5800 (904) 247-5834 (904) 247-5845 Fax (904) 247-5843 Fax PLAN REVIEW COMMENTS Permit Application # a ~p ~'~G~ 7 Property Address ~" / / ~n E~~ ~/ Applicant: ~ kT~a-D ~A~i "7~ ~rf ~~ ~~Y» ~ ~/h ~/'O ~' Project: /`'7')Tf~QiO ~ ~~~'1Q cf This permit application has been: Approved as noted by the 9 Department. Final application approval must come from the Building Department. ~ Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. Reviewed By: a . ~ Date: S. Doerr R. Carper D. Kaluzniak Public Safety Date Contractor Notified: ~. j~~~ fir. - >>,l ~~ „~5 3~~ 3~b Address :Jwner of Pr CI'T'Y OF ATLANTIC BEACI-I l3UILI~ING PETIT APP]L][CATIOiV (Interior RemocEel) Date: ~~^ ~ ~-Q~ o~~~~ ti~~~ Aclclress• ~W~7_ :i'(. f ers•~-~~ ~ ~~~: ~4' K~~ ~ ~S ~-,~• ~1'~' Telephony: 'l~'~{" ~~7SU' ~~%~ • =~- Lega1 ©ascription: 81ock N umber: ~~ Lot Number: ~~___ Zoning District: e Curt.actor: ~~~~t~~ q~~,,,~,t~i ,~,~„_ State License Number: C~ f ~~ ~ 35 ~ C'ontraucior'sAudress: ~ ~ ~ C,'~'c`z' e ~i } ~ ,~,`?-~C3`~~~ ~ ~~J~' c 1 ~ ~ _______~ .~ 3~'L Telephone: ~~'i '" ~~~ "' ~c ~ Fax: Present use of land or building( ~'a)uation of proposed construction: New eiectrical or increase in service? {~~(ac.~ ~~~ ~'' ~4dd plumbing fixtures? _ Add .fireplace? ~ ~ Add heating/air conditioning? ~~ ~ C.~1d 7s approval of Homeowner's Association or other private entity requi^ed? ~~ If yes, please submit with this application. Procedure: Tn order to expedite issuance of permits, please follow ali steps and provide all information as appropriate. ;lact~tnplete applications may resell in delay in issuance of perrati#. c'leaa~ submit f~oilding Permit Application, Enecgy C,odc Forms, iv'otlce of i~'nmmcncement, Owner/Contractor Affidavit i{owner is contractor, s:ed tyro (?) complete sets of construction plans to the Building Department, ~vhch is located a# t5e Atlantic Beach City hall, 8Q4 Seminole Raaa3, i#ilarrtic Beach, FL 32233 Telephone: (404} 247-582ti fn a~l.'.i.ion to constriction and engineering derail, plans must c:onL~in the foiloevting information as appropriate for the type of work being perfanned. Same of drawin;s should be sufticie:tt to depict. all required into[Yflat3on in a clear and legible manner. 800 Seminole Road -Atlantic Iteacb. Florida 32233-5445 Telephone: (904} 247-SSfN? • Fax: (904) 24'7-5845 - http:/lwww.ci.atiantic-beach.fLus P:I~T@ ? Revised 1104 f her~py certify that all informatian pro id ~ this application is correct, f Sig~aaure of Property Owner: Date: ~~ _ ~ 1 ` i hereby ~rti~y, C~aat T have read and examined this application .and kr:ow the same to be true and correct. 111 provisions of the laws and ordinances goterning this type o£ work will be complied with, whether specifaed beret, ar ra;. The g*antirg c:f a F.c.;n:t doe; taut presume to €;ilC 3itCROr(ty I4 Ylalats o; canc:.l the provisions of arty federal, state ar 1°ca'. ruses, regu;atians, ordin:,nces, ar 1aw•s in any rnanntr, including the ~uvern'sng of construction or the performance of construction of the property. 1 understand that the is~:ancc of this pemaii is contingent upem the a ~ati~c i.torrnatian being true arrd cpir~Et ane ~l~as aad,s~pportiryg data have been ar sha14 be p:~vid~ci as required. Signature of Contractor: ~ L`ate: ~d .~ ~ ~,i ~ ~ _ Address and contact information of person to receive all correspondence re~2rding this applicatio (please print;. Y~/lai:ink Address: ~~~- ~, ~'~'• telephone- Q0~( ~kC~`UG~) Fan: L 3.~t E-Mail: Q Ir u-ori to and subscribed before me this ~ 1 ~ day of ~('~~~ _ , ~0~. Stag of Floridz, Caunry of Duval ,,~;~~ P ,. ~~ STEPHANIE D. BUMANC~IAG :• ~s Nolery PuDlc - Slelt of Fiodde _~ • ~Y Cotnat-kefota ExpheAup 16, 200P Connraieelon i ODIa2S11 ~~"a' "~,, Banded 81r NeYond Aem. ,t Notvy's Siptature: ~ Personally i;nown Produced identification Type of identification prodtaced ~tia~orn to and ssbscribed before me this 1 I day of (~ ~'~.~~ __^ . 24 ~ ~ . S-~::r_ of'r'lorida, County of 1)u4a1 Notary's Signature: C~- O,~P13r F04~ STEPHANIE D. Btu • ~ ~ ~° ~'~° -S1n1eolFl~p~ ~ Personally icnowa ExWneAtp 1Q,~ppg Produced identifcation ~; • «~: ''%~°~ ;4°P`'~ DdDOl62S11 Type of identification produced Bonded By NatlaaM Narw ~... ~_~ 800 Seminole Road • Atlantic &eac3t, Florida 32233-5~~IS Telephone: (904) 247-5800 • Fax: (904) 24?-5845 • httlaetlwsvw.ci.atlanEir;-berdch,fl.us I'=t~e 3 Revised ;!Q4 tcfx~t~ is s~s~ ' - ~+thc.,"~+ ~_ ~', . t BOOS .fit O~~ xatur~, ~= rr,~d~rcr: pt~t . t P~~if3fiy • ~';a,~rtamrr r t RIBA Y'-1 ~W~r+at;v~ r£+ v1~..~. r ', c7~..it)i~lf+M~.~.~.~ ~ :. ~7(h~ cat pub e 3 ~tcr.; ::, ~ a ~ 3 ~'~t~li:s' ~ in ,: - ~. APPENDIX 13-D O FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000-04 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions, Renovations & Building Systems Compliance with Method C of Sub-Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6000-04 for additions of Egg square feet or Iess.site-installed componems of manufactured homes, and renovations tb single- and multiple-family residences. Altematlve methods are provided for additions by use of Form 6008-04 or 60DA-04. PROJECT NAME: BUILDER: AND ADDRESS: PERMITTING CLIMATE OFFICE: ~'~ Y ZONE: 1 ~ 2 ~ 3 OWNER: ~ PERMIT NO.: JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1, 6C-2, and 6C-3 apply only to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specificalty to serve the atltlition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30 % of the assessed value of the building), Prescriptive requirements in Tables 6C-1 antl 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site-installed components and features are covered by this form. BUILDING SYSTEMS. Compty when complete new system Is installetl. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. ~~~~ O ~ 2. Single-family detached or Multiple-family attached , 2• ~ t.. ~ 'E' 3. If Multiple-family-No. of units covered by this submission 3' a 4. ~,'.~ 4. Conditioned floor area (sq. ft.) 5 ~ ,.~ 5. Predominant eave overhang (ft.) 6. Glass type and area: Single Pane Double Pane a. Clear glass 6a. sq. ft. sq. ft. b. Tint, film or solar screen 6b. sq. ft. sq. ft. 7. Percentage of glass to float area ~• 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a R = tin. ft. b. Wood, raised (R-value) 8b. R = sq. ft. c. Wood, common (R-value) 8c. R = sq. ft. d. Concrete, raised (R-value) 8d. R = sq. ft. e. Concrete, common (R-value) 8e. R = sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R = sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R = sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R = sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R = sq. ft. c. Marriage Walls of Multiple Units" (Yes/No) gc 10. Ceiling type and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP-gas, gas h.p., room or PT/ existing, none) 13. Air distribution system* a. Backflow damper or single package systems' (Yes/No) b. Ducts on marriage walls adequately sealed' (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) ~~ * Pertains to manufactured homes with site-installed compone ts. I hereby certify that the plans and specifications covered by the calculation are in compliance with Review of plans and specifications covered by this calculaticn indicates compliance with the Florida the Floritla Energy Code. 1~~4. r ! Energy Coda. Before construction is completed, this building will he inspected for compliance In Y tl ~ ~ ~ , S `-'~ accordance with Section 553.908, F.S. PREPARED BY: ~ ~~` ~~~~ DATE: UILDING OFFICIAL: I hereby certify that this building I compliance with the Florida Energy Code: OWNER AGENT: DATE: GATE: 10a. R = sq. ft. 10b. R = sq. ft. 11. Type:~~y' SEER/EER: a 3 12. Type: HSPF/COP/AFUE: "\ . 13a. 13b. 74. Type: f ~: FLORIDA BUILDING CODE -BUILDING 13-D.33 RIGHT-J BUILDING ANALYSIS REPORT Entire House Energy Design Systems Job: 10/30/06 1065 Oak Vale Rd, Jacksonville, Ff 32259 Phone: 904-287-5339 Fax: 904287-1258 Email: energydesignsystems(~gmail.com Project Information For: Center Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI ~- • ~ • Htg Clg Infiltration Outside db ~°F) 39 92 Method Simpfifiied Inside db (°) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/lb) - 65 Heating Component Btuh/ftz Btuh % of load Walls 3.0 1805 14.6 Windows 23.9 2416 19.5 Doors 15:2 732 5.9 Ceilings 1.1 523 4.2 Floors 15.1 1615 13.1 Infiltration 31.4 4685 37.9 Ducts 589 4.8 Total 12364 100.0 Vdmdows_ Doors Cooling ~ Component Btuh/ftz Btuh % of load Walls 2.5 1509 10.0 Windows 72.0 7272 48.3 Doors 12.7 612 4.1 Ceilings 1.6 760 5.1 Floors 0.0 0 0.0 Infiltration 9.5 1420 9.4 Ducts 1367 9.1 Internal gains 2100 14.0 Total 15040 100.0 Windows Cooling at 81 %SHR = 1.5 ton Cooling air flow = 477 cfm/ton Cooling at 70 %SHR = 1.7 ton Cooling at 400 cfm/ton = 1.8 ton Overall U-Value = 0.161 Btuh/ftz-°F Data entries checked. Wrtghtsoft Right-Suite ResidentlalTM 5.0.66 RSR29784 2006-Nov-01 12:29:31 /FGA C:\Documents and Settings\customer\My Documents\Wrlghtsoft\D. Lee Ross 7ownhouse,Ahem St: Center U Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 10/30/06 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904287-5339 Fax: 904-287-1258 Emall: energydesignsystems(l~gmail.com ~ • ! ~ For: Center Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI Notes: Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 72 °F lnside db 72 °F Design TD 33 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 65 gr/Ib Heating Summary Building heat loss 12364 Btuh Ventilation alr 0 cfm Ventilation air foss 0 Btuh Design heat load 12364 Stuh Infiltration Method Simplified Construction quality Average Fireplaces 0 2 Heating Cooling Area (ft ) 912 912 Volume (ft') 7728 7728 Air changes/hour 1.00 0.50 Equiv. AVF (cfm) 129 65 Heating Equi pment Summary Make Trade Efficiency Heating Input Heating output. Heating temp rise Actual heating fan Heating air flow factor 0.0 HSPF 0 Btuh @ 47°F 0 °F 720 cfm 0.058 cfm/Btuh Space thermostat Sensible Cooling Equipment Load Sizing Structure 15040 Btuh Ventilation 0 Btuh Design temperature swing 3:0 °F Use mfg. data n Rate/swing multiplier 0.97 Total sens. equip. load 14589 Btuh Latent Cooling Equipment Load Sizing Internal gains 890 Btuh Ventilation 0 Btuh Infiltration 2831 Btuh Total latent equip, load 3521 Btuh Total equipment load 18111 Btuh Cooling Equipment Summary Make Trade Efficiency 0.0 EER Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual cooling fan 720 cfm Cooling air flow factor 0.048 cfm/Btuh Load sensible heat ratio 81 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,~, wr~gi->ttsof-C Rlght-Suite Residential TM" 5.0.66 RSR29784 2006-Nov-01 12:29:32 ACCI\ C:\Documents and Settings\customerlMy DocumentslWrightsott\D. tee Ross Townhouse,Ahern St-Center U page 1 ., f~r'7 Rcr/•~26•v~- '~ / APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000-04 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions, Renovations & Building Systems Compliance with Method C of Sub-Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Farm 6000.04 for additions df 600 square feet or less, sae-Installed components of ma~~ua~r~~~"d nmm~c and rPnnvatinns to single-and multiole-family residences. Altemaave methods are provided for additions by use of Form 6006-04 or 600A-04. PROJECT NAME: ' UILDER: AND ADDRESS:- PERMITTING CLIMATE OFFICE: 20NE: 1 ^ 2 ^ 3 OWNER: ~ ~ PERMIT NO.: JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area).. Prescdptlve requirements in Tables 6L'-1, 6L-2, and BC-a appry Dory to the componems or the aoomon, not to the existing building. Space heating, cooling, and water hearing equipment efficiency levels must be met Dory when equipment is installed specifically to serve the addition or is being installed in coniuncticn with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of ttte assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 appry Dory to [he components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site-installed components and features are covered by this loan. BUILDING SYSTEMS. Comply when complete new system is installed. Please Print 1. Renovation, Addition, New System or Manufactured Home 1 • ~Z..p-~}.f~j-l(~r-~ Y~, 2. 5ingle•family detached or Multiple-family attached 2, rn (A. ~ ~' g 3. If Multiple-family-No. of units covered by this submission , 3' 4. ~ l~ 4. Conditioned floor area (sq. ft.) 5. I , ,~ 5. Predominant eave overhang (ft.) 6. Glass type and area: Single Pane Double Pane a. Clear glass 6a. sq. ft. sq. ft. b. Tint, film or solar screen 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area ~' % 6. Floor type and insulation: a. Slab-on-grade (R-value) Ba R = lin. ft. b. Wood, raised (R-value) 8b. R = sq. ft. c. Wood, common (R-value) 8c. R = sq. ft. d. Concrete, raised (R-value) 8d. R = sq. ft. e. Concrete, common (R-value) Be. R = sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-7 R . sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R . sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R = sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R = sq. ft. c. Marriage Walls of Multiple Units" (YesMo) 9c 10. Gelling type and insulation: a. Under attic (Insulation R-value) 10a. R = sq. ft. b. Single assembly (Insulation R-value) 10b. R = sq. ft. 11. Cooling system* 71. Type: ~~r ~~ (Types: central, room unit, package terminal A.C., gas, existing, none) SEER/EER: 12. Heating system* 12. TYP (Types: heat pump, elec. strip, natural gas, LP-gas, gas h.p., room or PTAC HSPFlCOP1AFUE.~ existing, none) 13. Air distribution system* a. Backflow damper or single package systems" (Yes/No) Pe 13 b. Ducts on marriage walls adequately sealed" (Yes/No) 13 I 14. Hot water system: 14. Type: (Types: elec., natural gas, other, existing, none) EF: " Pertains to manufactured homes with site-fnstalted components I hereby certify that the pia sand specifications covered by the calculation are incompliance with Review of plans and specifications covered by this calculation indicates compliance with the Florida the Florida Energy Code. ~. ~, f Energy Code. Before construction is completed, this building wilt be inspected for compliance in t~t~ accordance with Section 553.900, F.S. PREPARED BY: (~ DATE: UILDIN6 OFFICIAL: I hereby certify that this building is compliance with the Florida Energy Cbtle: OWNER AGENT. DATE: DATE: CK FLORIDA BUILDING CODE -BUILDING 13-D.33 RIGHT-J BUILDING ANALYSIS REPORT Entire House Energy Design Systems ,yob: 10/30/06 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904-287-5339 Fax: 904-287-1258 Email: energydesignsystems(~gmeil.com For: Typical Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI ~- • • ~ Htg Clg infiltration Outside db ((°~F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average0 Design TD (°F) 33 20 Fireplaces Daily range - ~ Inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 Component Btuh/ft2 Btuh °lo of load Walls 3.0 2745 20.3 Windows 23.9 2081 15.4 Doors 15.2 732 5.4 Ceilings 1.1 592 4.4 Floors 9.7 1666 12.3 Infiltration 37.2 5030 37.3 Ducts 642 4.8 Total 13488 100.0 Wintlows~ Cooling Component Btuh/ftz Btuh % of load Walls 2.5 2296 15.3 Windows 72.0 6264 41.7 Doors 12.7 612 4.1 Ceilings 1.6 862 . 5.7 Floors 0.0 0 0.0 Infiltration 11.3 1524 10.1 Ducts 1366 9.1 Internal gains 2100. 14.0 Total 15023 100.0 Wlntlows Cooling at 80 %SHR = 1.5 ton Cooling air flow = 471 cfm/ton Goofing at 70 %SHR =1.7 ton Cooling at 400 cfm/ton = 1.8 ton Overall U-Value = 0.135 Btuh/ft~-°F WARNING: window to filoor area ratio = 8.9% -less than 10%. ,~. wrightsat~ Right-Suite ResidentialT"" 5.0.66 RSR29784 200&Nov-Ot 12:27:20 ~(;C~ C:1Documents and SetlingslcustomeriMy documents\Wrightsoft\D. Lee Ross Townhouse,Ahem St.-Typical. Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 10/30/06 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904-287-5339 Fax: 904-287-1258 Email: energydeslgnsystems(c~gmail.com ~ • • • For: Typical Condo Unit;391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI Notes: ~- ~ ~ ~ Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 72 °F Inside db 72 °F Design TD 33 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 13488 Btuh Structure 15023 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0' °F Design heat load 13488 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 14573 Btuh Method Simplified Construction quality Average Fireplaces 0 2 Heating Coaling Area (ft ) 976 976 Volume (ft') 8298 8298 Air changes/hour 1.00 0.50 Equiv. AVF (cfm) 139 69 Heating Equipment Summary Make Trade Efficiency Heating Input Heating output Heating temp rise Actual heating fan Heating air flow factor 0.0 HSPF 0 Btuh @ 47°F 0 °F 719 cfm 0.053 cfm/Btuh Space thermostat Latent Cooling Equipment Load Sizing Internal gains 690 Btuh Ventilation 0 Btuh Infiltration 3040 Btuh Total latent equip. load 3730 Btuh Total equipment load 18303 Btuh Cooling Equipment Summary Make Trade Efficiency 0.0 EER Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual cooling fan 719 cfm Cooling air flow factor 0.048 cfm/Btuh Load sensible heat ratio 80 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed „ wr~ghtsof't Right-Suite ResidentlalTM' 5.0.66 RSR29784 2006-Nov-01 12:27:21 ,ACCA C:1Documents and Settings\customer\My Documents\Wrightsoft\D. Lee Ross Townhouse,Ahem St,-Typical. Page 1 P ti . . .. ,; ~...~N Y~.~ ,~ ~ - ~ ,~ ~ ,_. ''~ ~ -. i ~~ ~ t ~ ~ ~ ~ ~ i ~. a~ ~ ~ ~ " Lek ~ ~ ~ . _ ,,- ~ y ~. s s . ~ ,.- ~ ~ ~ 4, i 4 ' f' `~ 2g fib,. ~. ~ .~ #,,='~3~ 2~ ~i', ~`¢ ice, j ~ ~`. ~ -- a^- , ~_~ ~ f;••~~.. fir' l~' , ~ ~ r~' `-.• a ti ' 4 fi ' ,. .. -+-.... a '' • ~.,.,_.~ i ti ~ '~ ~~ ~ Q1 ;~ 3' ~; +~. ~~ ! ~ 1 . ~ ;; ~.~ !i ~, • ~` ~~ ~' ~• •~1 t:. i t . '~ ~p~+ ___ _...._. '~ N ~'~r 1 i ~ . ~~ _ ~ ._ ~.,__._,_..~...... - 1 - t.._.._.. `~ ~ __..... _.. j _ ~ ....._ . ~I t ,..J ~.'Fy , . ~, i j~/~y Z ~ '' VI ~•~ ~ ~ ~ ~~ i. ,"t~ ~: ,~ ?. ~ °T • •f . ^r ,. i ' ~ • j .. Wdea,o o Ex6.A~ , ' , • ~ ~ ~ .pAK ~ ! ~ , _._ .~-----~ rS.`s~'~~~ ~ CLANTIC BEACH ,~" r ~ ~ ~ `i,s ERT SHEET ~~ ,-~ ,,~ ~r S ` ~ L~r C~C1 it Public Works & Public IItilities Departments ' ~ G / 1200 Sandpiper Lane da 32233 Atlantic Beach, Florida 32233 ~~vY~ ~,..,_,~~~ (904) 247-5834 (904)247-5845 Fax (904)247-5843 Fax Pz~v REV~Ew co~ENTs Permit Application # ~ ~o ~ ~ `~4 7~f Property Address d' ~ ~ ,~~ ~~7J Applicant: Project: %~ /~7•!-I S. Doerr R. Carper D. Kaiuzniak Public Safety ti ~~'/ 0 O~i~'~ Q ~;~ ~ /-7J T~,~' ~'~~ ~~rn o o~~. L This permit application has been: Approved as noted by the --~ Department. Final application approval must come from the Building Department. ~~ _~ ~AA,, ('~ Reviewed. and the following items need attention: , 1 2 ~'~ z~ ~a~~ 7V orL r tii ~ _~G l 3 ~ w o~.v ' o~- I>oo~ r ~~G. ~7~i- _ cs d(~' 7`(~'Z 7z~~-S /~GC~ ! /~'t~~ .Sw' GL ~/..~.G . 13 /I' ~ 1~bv~.S LC cr a~ 5 L l't ;3I ~ ,ASS ~o ~S 1 oS~, l57 v CoM~'~ wI>/}' ~~ ~~z~~•~ 2~ ~cL~ F \ A ~~ Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the corre department may delay your permit from bein issued. Reviewed By: Date: / / / f ~ / (`JFa T Date Contractor Notified: /r F ~1 d ~ 3•~ ~Z' ~ ~ ~`~~' v ~'~ C~C'~ ~~~~ 9857 St. Augustine Road, Suite 5 Jacksonville, FL 32257 904.880.4681 Fax: 904.880.1754 November 7, 2006 In regards to: Atlantic Beach Condominiums, LLC Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233 Attention: Dave Hostettler Dear Dave Hostettler: i~ti%.~~A' 1~ f~CE CC: Per our conversation concerning the Atlantic Beach Condominiums, LLC, properties located at 391-Ahern Street and 309-7th Street, this letter is to inform your department of the work to be completed at said properties, as well as, respond to comments made by S. Makowski (see attached comment sheet). As we have discussed, there will be no structural changes to the existing building configurations and/or floor plans making this project a cosmetic remodel only. The following list includes all the work that is planned for completion prior to sale of the units as Town Homes: 1) All appliances in the kitchen area, as well as, cabinets and countertops will be removed and replaced. 2) All sinks, toilets, bathtubs, faucets, and cabinetry in the bathrooms will be removed and replaced. New water heaters will be installed to replace old ones. 3) All air-handlers, condensers, and duct-grills will be removed and replaced, but all original ductwork will stay intact except for plenum box adjustments for new handlers. Energy calculations are attached. 4) All electrical outlets and switches are to be replaced, including arc fault circuits in all bedrooms. Living area downstairs will get additional ceiling boxes for lights and/or existing boxes will be relocated. A new outlet will be installed on living area stair wall for wall hung television. Garbage disposal circuit and wiring will be installed for kitchen sink. 5) All doors and windows will be replaced following Florida Building Codes. Product Approval sheets are attached. 6) All ceilings and walls will be textured and painted. 7) Attic separations to be upgraded to 2-hour fire rating using appropriate gypsum. Remainder of separation walls from second story ceiling to slab, is concrete block ~2o~1a~ U.L.#~Ur2 ~-Nolll2 W!}tL .. , . _..'...~. ~~,~ ~ 5... „_~ ~_ ,_ ~~ .~_1~~~-P~~I~e~d~v ~~+f~°r,~~a'~~di106~ ~ r~~a~~~~a... ~.~. ~~_ ~ ;.t ~_ ?. ~_ rot ` ~~ - ' - ~ '~ ~ ' f ~a t Y~ ~i~ i 3; i~rh ~ A N;t~ ~ fr' ~~J ,. 9857 St. Augustine Road, Suite 5 Jacksonville, FL 32257 904.880.4681 Fax: 904.8$0.1754 8) Smoke detectors will be installed in bedrooms and upstairs hall area and wired together per FBC. 9) At 391-Ahern Street roof was replaced, and permit for that work is on file. 10) Carpet and the for all units will be upgraded. 11) Exterior of buildings will be done in new stucco over existing surfaces. All the aforementioned work will be done to both buildings in every unit unless otherwise specified. Again, there will be no structural demolition or structural additions to these buildings. All pertinent information including product approvals for doors and windows, energy calculations, asbestos surveys, etc., should be included with this letter. There will also be some site improvements to the Ahern property which are being drawn and sealed by a landscape architect and civil engineer. Those plans are being submitted separately. Please feel free to contact me at 904-880-4681(office) or 904-226-4477(cell) for clarification on anv issues concerning this letter or the proposed work. Construction Manager IGDlAtlantic Beach Condominiums, LLC ~- - _ - Y _ .,,,,~', v_ ~~_._._. .. ..~.~., . _._ _~_ . . ,~ ~'~r.._..tx3~~lt6f1~A~1~~ 6~ _,~~~~~c,i~I~I~~~,' ~~..~._;.. ._ _ _ u ~~~~~ ~ _4~ ~~ ~~ p~ , OPY • :~~~~f ~idF. ~ ~ ...,._ .. •-.~ NOlE: SEE tNt~MDUA4 TEST REt~ORT(~ FOR OP RJ1TttMGS AND MAXf1VtlUM ALi.OWABLE SIZES. Better$ilt pacts 81Nndarys !Capital wrxlaws b )?acts appmciales your nsc:ent purtriass of a maintenance- tree prime window, which will not rust, rot, miktew. of warp. This is a quality product that left our factory in good aottdiNon -proper handling and irtsteilation are just as important as good design and workmanship. Please fi041orv these r+ecommenda#ions to aNaw his product to complete its function. t. Handle units one at a time in the dosed aril tacked pastkion and taiae cat'e trot to watch frame or glass or to bend the Watling fin. Place a continuous bead of caulk on the bade side aR nail fsn {mounting flange). 2. Set unit plwmb and square iMa opening and make sure that there is 3/7B' ± 11111' dearaneae around the frame. Fasten unit into opening in the dared anti locked position, mlakinp sure that fasteners ate screwed In in order to avoid twisting or bowing of the frame. Make sure that sill is sfraigtrt and level, heck operation of unit frequently as fasteners are set. 3. Use ~ 8 sheet metal or wood sG+ewS with a minimum of 1' perretrativn into the wood kaimirq (start). Ptaoe first suaws {two at each corner) 3' maximum from end of tin. For paattive and negative DPs (design pressures) up to Sts, do trot exaaed ?~° spat~rlp of add'dional srxews. For DPs from 311.1 to tti6, do rat exceed 1ti" spacing. For DPs from 6Si.1 to 6@.3, cio act exceed 12"'spacing. 4. Caulk entire perimeter of fin b rrrauMirrg surface joint and caulk aver screw heads. Note: {his step can be eliminated i'i R' wk~ atlhesive type ftashiag IS Used {sip 1'~, lambs 2"°, Bead 3i°). 5. Fat voids between frame and construction with Ioose batten-type insulation or narrexpa ding aerosol foam sperificaNy formulated for windows and doors to e~ninafe draAs. 'f't~~~of e„~dina asr+c~ol type insutaarg foam, which can bow the frame, waives all stated warranties. a~NS ar~,ytN 6. Remove plaster, mortar, paint, and detsris that has coNected on the anal and' awake sure t2rdt the sash tracks and iMedodrs are also dean. Do not use abrasives, aolvOWfs, 8r*-mvriia, vmd{trX~', 51kaAr-e; or~ artial',~'itutirrns for dean up. ~•s~::,ally u'~rh ~rryei~37L"d rsiasS uni~s aS rhe~r use cocald rouse chemical breakdown pi the gIBS~• seal. Take Care trot to s~cratdt atass: scxatdtes seventy weaken glass and ~ could eirent6'~p a~rr~ t marmot expai~iott and contsac~ian. Clean units wRh water and mild detergent. Bt1iJQjdB !R Sj.BCtaDa7 t?tVlsioq .. fax., i-t, - TAUT xarr~ Better't3ift Doors S Windows 1 Capital Wrndows 8 Doors or its rrepirbSeM~l~4'11 rot and cannot assume responsibility for the selection and plaoemerrt of their products m a buNdi ' arc ati a man quired by laws, statutes, andlor txt+ktir-g codes. The purchaser is safely r~esPonSibie for nce to the same. Better8ilt ! Capitd window products ors not provided with safety gla¢irrg urdess speaficauy~e~with such. Many taws and codes require safety giar3ng (tempered glass) near doors, bathtubs, and strower enclosures. Also, be aware of other code requirements such as emergency egress and stnactural /energy performance. Corporate Headquarters: ..7~~,,~~ www.mihp.com M.l. Hama Products Erie Nielsen, P.E. x+0041323 `r ' ' ' !" ~ ' ' .,'`•. :S .:;f 650 West Market $t. Product Technology Corporation t. - r: f , - r 1. te`A_ ,~ ~[ ~ .. Gratz, PA 17b3Q-0370 ' 11 SO Louisiana Ave. S~uit@ ti ~ = ~ -~'~ + f ~ • ' r~~ ~ (7'17) 365-3300 Winter Park, Florida 32788 ~,t_,,.`=~~' i~ '•~- ` ~.. ',~ 407 622-6334 ~~ '' ~ www.ptc-corp.com ~':~ t l,,Y{•;°•.~ .... - ~ = ~~ .f~ .,. ~ 1~ ~ . ~r,, /~~, j ~ E~. V ~ .d dnn•~i on c7 inn Architectural Testing ~(JfL01{4d bLANd t'kAM{NEfR ~VI8~8~7 FO~t CODE CQMP~,IANC$ KEEP TM1S PLAN DN !Q8 9ER 2 1 21704 Buitdirtg lns,.ectton Diaision -- hx., Ft. Examiner Stpnaiure _._~._...._._...-• °-......._ Lkensa No. ANSUAAMAINVNWDA 1U11lI.S.2-97 TEST REPORT Rendered to: MI HOME PttODUCTS, DiC. SERIES/MODEL: 1$SSH/3185SH PRODUCT TYPE: Atufmluum Single Hung and Uriet Windows Summa of Results Tide Test S ecifnefu #i Test S en i~Z Ratio H-R55 53 x73 H-R.55 53 x fi3 Oriel O ratio Farce 151bf rnax. 1 S lbf max. Air Infiltration 0.06 cfrn/ OA3 cfm/ Water Resistance Test Pressure 9.3 sf 19.3 sf Uniform Load Deflection Test Pressure +56.Tl-61.S f +56.71-69.3 f Uniform Load Structural Test Pressure +$S.QS!-92.25 ~ +85.Q51-104.0 sf Forced En Resistance Grade 10 Grade 10 Reference should be made to ATI Report Ldeontificatiotl No. O1-45984.02 for csompkte test specimen description and data. t 30 Derry Lourt York, PA 17402-9405 phone: 717.764-7700 fax: 717.764-4t Z4 www.archtest,com Architectu~ai Testing ANSUAAMAINWWDA 101/I.S,Z-~'7 TEST REPORT Rendea+ed to; NII HOME PRODUCTS, INC. F.O. Box 370 t3zatz, Pennsylvania 17030-0374 ATI Report Identification No.:01-46484AZ Test Dates; 09f25103 Through: 1+0/tY1103 RepoA Dame: 061] 1i04 Expiration. Date: 10l071Q7 Project Sntamary: Architectural Testing, Inc. (AT1) was contrasted by MI Ha~nne Pmduc~, Inc. to perform testing on two SetieslModel ]855Hf31$SSH, aluminum sing~c hung and oriel windows. The samples tested stlecesstirlly met the performance regaulKne~ far the following ratia~s: Test Specimen #]: H-R55 53 x 73; Test Specimen #2: H-RSS S3 ~ 73 (Oriel). Test specimen desrxiptian and results are reported her~eiu. Test Specification: The test specimens were evaluated in accordance with ANSVAAMAINW'WDA ]0]fI.S.2-97, Yolunta~y Specifrcatio~ts far Atur~~~f~~~~ijlaar~f Woad Windows and Glass Daars. RBVI~VP~D FOR CQD$ GQMPI.IANCE Test Specimen Description: Ki~i:R THIS PLAN Ott JOB Seri~fModel: 185SH13185SH SEP ~ 3 ZQ04 Praduet'l~+pe: Aluminum Single Hwig and Oriel VI(indows Building Enststt-Oit !}ivi5ion - Jax., fL. Test 5uecimen #l: H-R55 53 x 73 am:nsr i store t,lranse Ka., ._._ ClveraII Size: 4` 4-1/8" wide by S' ] 1-314" high Actlre Srah Size: 4' 2-3/8" wide by 3' 0" high lEized Daylight Opening Size: 4' 1-3f8" wide by 2' 8-S/8" high Sclreen Sizes: 4' 2-314" wide by 2' 11-1/2" high ti 30 Derry Court York, PA 1740Z•9405 pharie: 717-764.7700 fax: 717-764-ai29 ww-v.archtest.cam ArchiteGturat Testing Test Specimen Description: (Continued Test Specimen #2: H-RSS 53 x 73 (Oriel) Overall Size: 4' 4-1/8" wide by 5' t 1-3/4" high Active Sash Size: 4' 2-3/8" wide by 2' S" high Fixed Daylight Opening Size: 4' 1.3/8" wide by 3' 2-9/16" high Screen Size: 4' 2-3/4" wide by 2' S-7/16" high The following descriptions apply to all specimens Finisi~: All aluminum was anodized. Q1.46984.42 Page 2 of 8 Glazing Details: The window utilized a 1/8" thick sheet of clear tempered glass exterior glazed onto a glazing compound and secured with PVC snap-fit gtaxing stops. Weatherstripping: Description 0.187" backed by 0.230" high patypile with center fin fl. l$7" backed by 5/16" diameter vinyUwrapped dual-fin foam bulb gasket 718" by 518" by 0.190"' high polypile dust plug anti Location 1 Row Fixed meeting rail and stiles 1 Row Bottom rail 2 Per Window Ends of each interior meeting rail on Test Specimen #2 only Frame Construction: The window frame members were constructed of extruded aluminum. An aluminum vertical sill leg extension was sealed to the sill with silicone. Ali corners were coped, butted, seated, and fastened with two #8 by 1" panhead screws. The ends of the fixed meeting rail were sealed and fastened with two #8 by 1-1/Z" panhead screws per jamb. Sash Construction: All sash members were constructed of extruded aluminum. All corners were coped, butted, sealed, and fastened with two #6 by 1" panhead screws. '~`~ Q1-4b984.02 Architectural Testing Page3af8 Test Specimen Description: (Continued) Screen Construction: All screen members were constructed of roll-formed aluminum. All comers were keyed. The screen mesh was secured with a flexible vinyl spline. Hardware: Description Quantity L tion Metal sweep lock 2 $" from ends of each interior meeting rail on all test specimens Block and tackle 2 One per jamb on all test specimens balance system Plastic pull tabs 2 4-112" from ends of screen bottom rail on all test specimens Vinyl sash guide Z 2-1/4" from tog of each stile on all test specimens Metal spring retainer 2 Ends of screen top rail oa all test bar specimens Plastic caps 2 Ends of interior meeting rail on all test specimens #6 by 1/2" panhead 2 2-112" from ends of screen bottom screw raii on Test Specimen #2 only Drainage: Description tit Location 1-3/8" wide by 5/16" 2 Ends ofcenter vertical sill leg high weepslot ]-l/8"wide by 3/16" 2 Ends of exterior vertical sill leg high weepsiot 1!4" wide by 118" 2 Bottom of each jamb draining the high weepslot jamb hallow on Test Specimen #2 only 1/$" diameter weephole 2 Midspan of each jamb at ends of the fixed nneeti~g raft on Test Specimen #2 only ^'^~ r1in~~i nn c~ inn Architectural testing Test Specimen Description: {Continued) Anchorage: Description uanti Location 01-46984.02 Page 4 pf $ 3J16" by 1-3/4" flathead 10 3" from ends and midspan at the Tapcon screw head and sill, 3" from bottom of each jamb and 2" from top of each jamb on Test Specimecis # l and #2 # 12 by 2" flathead screw 2 32-318" from bottom of each jamb on Test Specimen #l #12 by 2" flathead screw 4 32-318" and 28" from bottaa~ of each jamb on Test Specimen #2 only Reinforcement: 1Vo reinforcement was utilized. Installation: The window was installed into aSpruce-Pine-Fir #2 2x10 wood test buclE with ten 3/16" by 1-314" Tapcon fasteners and two (four on Test Specimen #2) #12 by 2" flathead screws. The Tapcon screws were located 3" from each end and midspan of the head and sill, and 3" from each end of the jambs. Tlie #12 by 2" screws were located 32" from the bottom of the jamb on Test Specimen #I, and 32" and 2$" an Test Specimen #2. The exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows; 1?araaraph Title of Test -Test Method Results A owai Test Specimen #1: H-R55 53 x 73 2.2.1.6.1 Operating Force 151bf 301bf max. 2.1.2 Air Infiltration per AST14I E 2$3 1.57 psf {25 mph) 0.06 cfmlft 0.3 cfin/ftz max. Nate #1: The tested specimen meets the performance levels specified in ANSIIAAt1,14IN~W~'DA I01/I:5.2-97 for air infiltration. f ~~ 01~469$4AZ Architectural Testing Page 5 of$ Test Results: (Continued} ParagraBh Title of Test -. Test lvtethod Results Allowed Test Specimen #1: H-R55 S3 x 73 (Continued} 2.1,3 Water Resistance per ASTM E 547 (See Note #2) Rote #2: The client opted to start at a pressure higher than the minimum required. Those results are listed under 'G+ptional Performance'. 2.1.4. I Uniform Load Deflection per ASTM E 330 (See Mote #2) 2.1.4.2 Uniform Laad Structural per ASTM E 330 (See Note #2) 2.2. I.6.2 Deglazing Test per A5TM E 987 In operating direction - 701bs Active meeting rail 0.10"120% 0.50"/100% Bottom rail 0.10"120% 0.50"/100°!0 in remaining direction - SO lbs Left stile O.1Q"/20% 0.50"/100% Right stile 0.10"l20% 0.50"/100% 2.1.8 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Lock Manipulation Test No entry No entry 'Pest A 1 through A5; A7 No entry No entry Lock Manipulation Test No entry No entry ~/~,,,, 0 a -46984.02 Architectural Testing Page6of8 Test Results: (Continued) Test Specimen #l: H-R55 53 x 73 (Continued) Para~ranh Title of Test -Test Method Results Allowed Optional Ferformance 4.3 Water Resistance per ASTM E 547 (with and without screen) 9.3 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 (De Elections reported were taken on the fixed meeting rail) (Loads were held for 30 seconds) 56.7 psf (positive) 0.74" See Mote #3 6l.5 psf (negative) 0.$2" See Note #3 14'ote #t3: The Uniform Load Deflection test is not a requirement of ANSUAAIbIA/NP~DA I Qi1l.S.2-47 far this product designation. Tlee deflection data is recorded in this report for special code compliance and information only. 4.4.2 Unifarcn Laad Structural per ASTM E 330 (Permanent sets reported were taken an the fixed meeting rail) (Leads were held for 30 seconds) 85,OS psf (positive) 0.09" 0.21" max. 92.25 psf (negative) 0.01" 0.21" max. Test Specimen #Z: H-RSS 53 x 73 (Oriel) 2.2.1.6.1 Operating Force I S lbf 301bf max. 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph} 0.03 cfmlfl 0.3 cfin/#tz max_ 2.1.3 Water Resistance per ASTM E 54? (See Note #2) . 2.1.4.1 Uniform Load Deflection per ASTM E 330 (See Note #2) 2.1.4.2 Uniform Load Structural per ASTM E 330 (See Note #2) ~~_ oi-a6ssa_oz ArChitettural Testing Page7of8 Test Results: (Continued} Test Suecimen #2: H-R55 53 x 73 (Oriel) (Continued) Par~aph Title of Test -Test Method Results Allowed 2.2.1.6.2 Deglazing Test per ASTM E 9$7 In operating direction - 7fl lbs Active meeting rail 0.10"/20% 0.50"/100% Bottom tail 0.10"/20% 0.50"/100% In remaining direction - 50 lbs Left stile 0.10"f20% 0.50"/100°/v Right stile 0.10"/20% 0.50"/100% 2.1.8 Forced Entry Resistance per ASTM F 588 Type: A Grade: 14 Lock N.lanipulation Test Nv entry Na entry Test A 1 through A5; A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance 4.3 Water Resistance per A5TM E 547 (with and without screen) 9.3 psf Np leakage No Ieakage 4.4. i Uniform Load Deflection per ASTM E 330 {Deflections reported were taken on the fixed meeting rail) {Loads were held for 30 seconds) 56.7 psf (positive) 0.62" See Note #3 69.3 psf (negative) 0.80" See Note #3 4.4.2 Uniform Load Structural per ASTM E 330 {Permanent sets reported were taken on the fined meeting rail} (Loads were held for 30 seconds) 85.05 psf (positive) 0.03" 0.21" max. 104.0 psf (negative) 0.04" .0.21" rnax. ~~~„_ OI-469'84.02 Architectural Testing Page 8 af8 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years from the original test date. The above results were secured by using the designated test methods and tfiey indicate compliance with the performance requirements of the above referenced specification. This report does nat constitute certification of this product, which may only be granted by the cerGifcation program administrator. This report may not be reproduced, except in full, without approval of Architectural Testing, Tnc. For ARCHITECTURAL TESTING, INC: A~ D~6iy 81Yned b~r.Atbn /l Fodn Adam Fodor Supervisor -Product Testing ~,~ z 2~ S4odbY 9Cw~ K Us1t Steven M. Urich, F.E. Senior Project Engineer AF:vlm O 1-46984.02 ~"7 T ~C ~l/Lt ~',uT ~"3 M I A M I~DA[~ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 {305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) M I Home Products, Inc. 650 West Market Street Gratz, PA 17030 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 Miami-Dade County Product Control Division (In Miami Dade County} and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, ar suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series ~BetterBilt D1855H/D31855H" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 5-2422, titled "Non-Impact Single Hung Window Rectangle Circle Top & Oriel", sheets 1 through 5 of ~, prepared by RW Building Consultants, inc, dated 10/27/03 with revision " 2", dated 02/10/04, signed and seated by Wendell Haney, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. ~f ~ E~~ NOA No 03-1215.02 { Expiration Date: March 04, 2009 Approval Date: March 04, 2004 Z l ~ ~°~ Page 1 MI Home Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 5-2422, titled "Non-Impact Single Hung Window Rectangle Circle Top & Oriel", sheets 1 through 5 of 5, prepared by RW Building Consultants, inc, dated 10!27!03 with revision. " 2", dated 02/10/04, signed and sealed by Wendell Haney, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-44 3) Water Resistance Test, per FBC, TAS 202-94 4} Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Architectural Testing, Inc., Test Report No. ATI 03056, dated 11/11!03, signed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM-E1300-98, and structural analysis, prepazed by R.W. Building Consultants, Inc., dated 12!11/03, signed and sealed by Lyndon F. Schmidt, P.E. 2. Revised Anchor Calculations, and structural analysis, prepared by R.W. Building Consultants, Inc., dated 02/10/04, signed and sealed by Lyndon F. Schmidt, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 09, 2003, signed and sealed by Lyndon F. Schmidt, P.E. 2. Statement letter of no financial interest with the laboratory that performed the Test Report No. ATI 03056, dated November 08, 2003, signed by Stu White, Design Engineering Manager. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1215.02 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 E-1 Mf HOME PRODUCTS 650 WEST MARKET STREET • GRATZ, PA • 17030-0370 SERIES BETTERBILT D185SH/D3185SH ALUMINUM SINGLE HUNG WINDOW __ GENERAL NOTES: 1. THIS PRODUCT IS DESIGNED 70 COMPLY WITH THE "HVHZ' OF THE FLORIDA BUILDING CODE. 2. WOOD SUCKS MUST $E ANCHORED PROPERLY TO TRANSFER LOADS 70 STRUCTURE AND 70 BE REVIEWED 8Y BUILDING OFFICIAL 3. PRODUCT ANCHORS SHALL 8E AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERWL SHALL BE BEYOND WALL DRESSING pR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE TABLE THIS SHEET. 5. INSTALLATION OF THIS SYSTEM IN HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTER/EXTERNAL PROTEC770N DEVICE COMPLYING WITH HVHZ REQUIREMENTS; INSTALLATION OF THIS SYSTEM OUTSIDE OF kVHZ SHALL MEET THE APPLICABLE CODE REQUIREMENTS .FOR WINDBORNE DEBRIS PROTECTION. 6. THIS PRODUCT MEETS WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE \ ZONES. - 53.125" MAX. OVERALL F{2AME WIDTH 49.375° MAX. D.L.O. WIDTH ' ~ ~ /~ x ~ o J ~ J w~ > 1 ~ No rn 0 = 3 r i ~w L g `z q x / /, r ~ N N X O ?2 J M ~ //, / N O ~ 53" x 73" SINGLE HUNG WI NOOW CIRCLE TOP ORIEL 53.125" MAX. OVERALL FRAME WIDTH 49.375" MAX. Q.L.Q. WIDTH 53.125" MAX- LL 36" MAX. OVERALL o OVERA FRAME WIDTH FRAME WIDTH 33.313" MAX. C a " 1 D.L.O. WIDTH 8 n H MAX. 49.375 2 ~ m ° D.LO: WIDTH m n x5 m s M C 2 ~ ~ r ~ z M c ~ J ~ /~ XO Q ~ ~m a a~ q .. Z J in -~ ~ O O~ ~~ M~ `~~~a ; .. y> IR O ~i 1 ~ MQ = 3 ~ u~nmp $ ~~-~ g = . ~ / ~ E Zmo w x ~ j ~ 1 ~ •a~ o ~a ~~~ ~w nW v~ ~ / ~mda`4u 3° ~ ~ /~ In -1 - M v' ~Q _ n ~~ Np "t ~ J o co fn N X .d. Q M O a M ~ J ~ / r> z' viz 53" K 73° SINGLE HUNG WINDOW 37" x 84" SINGLE HUNG WINDOW =~a ~¢~ ~o ~Q zc~i a r z°~ 36" MAX. OVERALL 36" MAk. OVERALL ~.~ ° m ,~ FRAME WIDTH 33.313" MAX. FRAME WIDTH 33.313° MAX, ao`J` ~ ~~ 1 D.L.O. WIDTH 1 D.L.O. WIDTH ~zo' ~~ 2 2 I ~U I ° °z ~ 1 ~ /~ ~ o .J C7 ". 1 / N D M O = / aw ~ ~~ X ~ ~ T ~ I r ~ ~ ~ O O r7 ~ n N O 53" x 3" SINGLE HUNG WIN D04y HALF CIRCLE TOP ORIEL TABLE OF CONTENTS SHEET DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS & GLAZING DETAIL 4 ANCHORING LOCATIONS 5 COMPONE 5, BILL OF MATERIALS J %// // J ~ r ~ ~ o~ I-1i "~ ~ O x = 1 /~ ° ~ ~ 3 n _ ~ in ~ n M T- f an //, ~~ / i ~ s ~ N?<~ ~ ~ ~ ~ n~o 37" x 84" SINGLE HUNG WINDOW GIRCLE TOP ORIEL DESIGN PRESSURE RATINGS (PSF) GLA55 MAX. SIZE DP POS. DP NEG. 1/8° Tem OA 53" x 73" +56.7 -69.3 1 JS" Temp. OA 37" x 84" +56.7 -69.3 3/16" Anna OA 53" x 73" +42.0 -42.0 3/16" Ann. OA 37" x 84" +56.7 -58.0 J ~~ X { t / ~2 ~ ~O o ~ in -~ az 1 /~ 00 ~ ~ 3 ,n it7 _~- ' 00 . 17 = ~ /~ T N " ~ ~ // , ~ o ~ ' ~ 37" x 84" SINGLE HUNG WINDOW HALF CIRCLE TOP ORIEL ~ ~~ scut: N.T.S. nwc. en TJH cMx. er: Rw oaavnnc wo.: :~ ,~(~S „~ 5-2422 L """'" steer 1 or 1.34" MIN. EMB. a' °~ ° N ~ . ~ ~ N ~ ~ p _ \ o .. N ~ ~ t0 ~ X W ~ > ~ f~Tl (n C -1 (~ p ~ D ~ T. O n N ~ ~ ~ N > _ N _ ~ ~~ Ca .p O ~ - fNrl ~. •~ .. q m N - ~ ~ D w rn O ~ ~ > ~ .25" MAX. I ~ SHIM II" '. ~.°e. SEE SHT. 1 ELEVATIONS FOR OVERALL HEIGHT 1.25" M/" EMB. 1.19" MIN EMB. e .a e ' o• .. ~~ .J o n d e. ° ~ .. d \ _° a ° 1a~. N a° . X z yr O m rn c~ Nm z rn m 1~ • r 1.25° MIN. EMB. Q4 'e N m~ ~ i O ~ ~ ~ _ Z -1 ~O D r ~ z X O ~ o C ~ r O= ~ _ ~~ F ~ Z 1 M • i s i mO --i m D f'l N L'2 UI :'1 Z W .25" MAX. I SHIM fff"'~~~ ~-- SEE SHT. 1 ELEVATIONS FOR OVERALL HEIGHT r' ° d , ° a. Q e~ ° ~ ' d ~° < ° X D m m N f*1 w Zm ~~ r ~~ [~'. NON-IMPACT SINGLE HUNG BUILCING CONS4LTANTS, INC. G~ ~+ ~ ~ ~ ~ WINDOWS RECTANGLE, e/L~P•o• Box 230 V°Irtec•,Z..33595 N I N ~ ~~ ~ w CIRCLE TOP & OREIAL Phone No:: 873.659.9197 o N z v 2 Z l O 0 CORREC A RW PART OR ASSEMBLY: Flo.iae eocre o#' P. • - atonal Fngtneara G N 9813 ' ~ ~ ` ~ D' G on o. Cerlificaka. f IWNw o Imo, 2 o w NO DATE BY VERTICAL z/f o/04 ~~,.~ ^ ~ CROSS SECTIONS __~_„ „ ~ u ,~„ ,a SEE GENERAL 2X NOTE 2 SHT. 1 o? v 1.46" MIN. EMB. o .25" MAX. 5HIM v . . ~' v t e~ ~~ P a ~. o.. 1.' v~'~ Y Y ' 2 9 v. °v 3 9_ AL CR ECT 3 .W/2X BUCK 1.25" MIN. EMB. SEE GENERAL t NOTE 2 SHT. 1 ,'_. oa ' 4 ~. ~ / .~ .25" MAX. rI SHIM ~.. Y t 0 ~ v .• d' p° . P v 9 26 3 o. v' ~ M 2H N ~ J W Q N C7 ~ z_r ~ J vWi w 0 ____L HORI ONTAL CR CE TION 3 W/1X BUCK .625" GLASS BETE .625" GLASS BITE ~ M z_~ ~~ i 1 R TA CR SS TION 3 SHOWING SASH CAM MASONRY & BUCK N07 SHOWN r, _ ~~ 'i/16" ANN ALED GLASS GI A71NG DETAIL GLASS TYPE "A" (9 ~ H N . -~~ ~,~" TEMPERED GLASS GLAZING DETAIL GLASS TYPE "B" NOTES: 1. THE MAIN FRAME HEAD, SIDES AND SILL ARE CONNECTED TOGETHER AT EACH CORNER WITH (2) ITEM #11, A ~8 x 3/4" PHILLIPS PAN HEAD SCREW. THE SCREWS RUN FROM 7HE HEAD DOWN INTO THE SIDES AND FROM THE SILL UP INTO THE SIDES. 2. THE FIXED MEETING RAIL. IS SECURED 70 THE SIDES WITH (2} EACH SfDE ITEM #12, A #B x 1 t/4" PWlLIPS PAN HEAD SCREW. 3. THE SASH CORNERS ARE CONNECTED TOGETHER WITH (2) EACH CORNER ITEM #73, A #6 x 3/4" PHILLIPS PAN HEAD SCREW. ~ •M Mt f10~AM b ~ 0 O Mf \ N c 01 ~ ~ n z V M C w . ~1 au zG°n'ao Or w Y Z ~d.s'^~a` 4! G -~: Q M p ..9 (IN••,~ o 2 o,Z m m o 0 ~ o 9.9;zr ~. mma r°u° Z ?wJ ¢ 0 Ca2~ 0; (w/14 J `O ~0 `"moo ~ ~z N~ ~ ~g Q 3 w o"i ~g~ ~ z" Z$U O N~ z' ~ S scuE: N.T.S. owc. ar: TJH CNK. ar; RW ~RAMNO NO,: 5-2422 sNecr 3 of ~~ ~ 3" 3" ~ r~L. T ~ 27 28 T SEE N 27 27 a NOTE 1 r ~ /~ 29 O 11'P { 29 ~ ~ ~~ /~ 29 M / ~ 27 "' f 2s "' ~ v 29 1 -`-~ ~ ~" 3" --4 I-~ 37" x 64" SINGLE HUNG WINDOW SEE NOTE 3 TYP 27 2 ^i -1T-- 1 . 27 28 ~" ~~ 27 28 'T ~ 27 ~.~ 129 NOTE 1 !~ TYP T /~ N 27 !! ~- ~ ~1 ~T v v 27 M T7 M'J 1 29 27 29 -_--~- 37° x 84-" SINGLE ,HUNG WINDOW HALF CIRCLE TOP ORIEL ^~ T /! N (? 3° 27 `N 29 SEE r NOTE 1 j TYP (4) EQUAL SPACES ySyE~E~ NOTE 3 e o "r O M N N --{ i 3" 3" r f ~ ~ w e o ._s _ ° z o ~. T~ 27 28 ~ 27 = P n O g N ~ °_' a 27 8 SEE NOTE 2 29 ~. E m P ~ E ~ o ~ °~ ti TIP C (1 N ` C . 2 ' ' ~ mo a e m 9" ~ ~ ` ~ Z~~'aSCU .#. -y--~ 27 -----E ` b I ~ ~ 29 ~ .. a v ~ ~ v v ,~ 27 M ~ t0 2g 27 29 _~ ~ x~iv ~o z ~ i ' ~ 3,~ ~I" -J ~ 3.~ 'I II~~ zF at ~ o ~nw~- o ~ 2 I ~ Ug w ~ 5,_ 3" ~'~" SINGLE HUNG WINDOW ~za ~I~~~ v ~ Q ~ ~ ' ~ ~. ~~ 27 } v M~ 27 29 27 29 4 ~ T---{ I- 3" 3" -~ ~-~ 37" x CiRCSLE TOP HURIEL INDO P PGES QUP~- 5 3" ~ N tk~ 6 27 28 _~_ y , N` 27 26 ._.~ ~ NEOTE 2 TYP SEE NOTE 2 TYP ~ 27 // ~ 27 _ zs zs ~ ~~- ~ i~~ "~ ~ ~ ~ ~ ~ 27 29 ~ a. ... ~ ~ ~ ~ 27 ~n ~ "~~ ~ 27 29 .__,_J_ m ~ 27 29 29 } ° ~ 3" ~~ T` i SEE NOTE 3 SEE NOTE 3 TYP TYP UAL SPACES E (4) EQUAL SPACES (4) O s3" x 7,~ SINGLE HUNG WINDOW '~ WINDO ~ W HALF CIRCLE TOP ORIEL - C3RCLE 70P DRIEL orre: i0 27 0. ~~~,~pr scx~: N.T.S. owc. ar; 7JH M~ cwx. er: RW (K ppAYfING NO.: '~~L ~ 5-2422 ~ suer 4 or c NOTES: 1. FOR UNITS SMALLER THAN 30°x60° DO NOT INSTALL ANCHOR AT CENTER LOCATION. Z. FOR UNITS SMALLER THAN 53°x60" OR SMALLER THAN 30"x66" DO NOT INSTALL ANCHOR AT CENTER LOCATION. 3. FOR UNITS SMALLER THAN 36"x66" DO NOT INSTALL ANCHORS AT EITHER SIDE OF CENTER ANCHOR AT HEAD AND SIU. JAMBS. BILL OF MATERIALS ITE DESCRIPTION MATERIAL 7 EXTRUDED ALUMINUM SINGLE HUNG 1/2" HEAD ACM-18501 BY Mt METALS ALUM. 2 EXTRUDED ALUMINUM SINGLE HUNG 1/2" SILL ACM-18502 BY MI METALS ALUM. ~ 3 EXTRUDED ALUMINUM SINGLE HUNG i/2" JAMB ACM-18503 8Y Mf METALS ALUM. 4 EXTRUDED ALUMINUM SINGLE HUNG FIXED MEETING RAIL //CM-18504 BY M1 METALS ALUM. ~ 5 EXTRUDED ALUMINUM SINGLE HUNG S4SH LOCK RAIL ACM-18505 BY M1 METALS ALUM. 6 EXTRUDED ALUMINUM SINGLE HUNG SASH BOTTOM RAIL ACM-18506 8Y MI METALS ALUM. 7 EXTRUDED ALUMINUM SINGLE HUNG SASH STILE ~CM-18507 8Y M1 METALS ALUM. 8 SASH CAM 1-185 BY BSI - 9 GLAZING BEAD V-785 8Y MI PLASTICS - 10 LOCK 30240-402 8Y REFLFCTOUTE 11 MAIN FRAME SCREW ~B x 3 4' PHHILUPS PAN HErSD STEEL 12 MEETING RAIL SCREW 8 x 7 1/4" PHILLIPS PAN HEAD STEEL 13 SASH SCREW 6 x 3/4" PHILLIPS PAN HEAD STEEL 14 LOCK SCREW 8 'x 5 8" PHILLIPS FLAT HEAD -PTD STEEL 15 SASH GUIDE 80-02-8207 BY PLASTICS, AZ - 16 WINDOW SCREEN - 17 FIN WEATHERSTRIPPING .787" x ,250" 8Y AMESBURY - 78 BULB SEAL 32002 8Y AMESBURY 79 -US7 PLUG 5 8' x 7/8" x .25" BY AMESBURY 20 5 8" BLOCK & TACKLE 150 SERIES BY BSI - 21 GLASS 'A' SGL GLAZfTl 3/16" ANN. BY GUARDIAN - 22 GLASS "B" SGL GLAZED 7/8" TEMP. 8Y GUARDIAN 23 BACKBEDDING SM-210O BY SCHNEE MOREHEAD SILICONE 24 BACK8EDDING PURFECTGLAZE-H HOTMELT - 25 GLASS SHIM tj8" x 1/4" x 1" 8Y SECON - 26 1/4" MAX 'SHIM - 27 X12 X 2" PHILLIPS FLAT HEAD SHEET METAL SCREW STEEL 2B 3 i6" x 3 1/4" ELCO TAPCON ANCHOR STEEL 29 3 16 x Z 3/4' ELCO TAPCON ANCHOR STEEL '~ .045" - rn © SASH BOTTOM RAIL n w N "' ~Vr ~--- 1.171 " Q FIXED MEETING RAIL N 7.8753" o~ r u .203" ~ "~' cv o .187" -~---i +~ °o, °i .OS' 1 ~ .357" ~-- 1.4058" --I a O SASH STILE SASH GUIDE ®BULB SEAL FIN WEATHERSTRIPPING l 1.436" .656° m n -7-- -l ~ 2.188" t .062" -~-~ ~-- O HEADHEAD FLANGE ®~Fi MASF CAN1 v 0 n ~ C ~ N ~~ N Q do i= = n 8 0 ~m, s~ ~ $a E J ~ ~ 4 , N>YI p pqz M-m ~ ~, O N•; u c7 Z m .°. m ° ° ~ sot o0 m~ ~u wz ~a ~~ ~~ m~ N.T,S. B+` TJF er: RW NG NO.: $-2422 5 OF 1.6449" ' .05" n OLOCK RAIL 02 SILL FIN O JAMB-FIANGE