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Permits Folder 397 Ahern Street+~ PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Certificate of Occupancy ~~ ~~ ~ ~G~. b /~l,P,~ fIOME / o -3~f0 Type Work: Phone # Phone # Date Issued: Ll~'l~'/NFlL C~CN't~ 73Lb6- ~~VS ~ni f .'~Al A a2A/~ ^ BUILDING Footing Slab Tie Beam Lintel Nailing/ Sheathin Framing Insulation Building Final 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 SENIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06- 00034086 Date 11/28/06 Property Address 397 AHERN ST Application type description RES IDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation ----------------------------------- 15400 ------------------------------------- ---- Application desc INTERIOR REMODEL Owner Contractor -------------------- ------------------- CUNARD, TAYLOE ----- ---- EXTRAORDINAIRE HOME IMP INC. 397 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 110.00 110.00 .00 .00 Plan Check Total 55.00 55.00 .00 .00 Grand Total 165.00 165.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE ®VITH ALL CTT9' OF ATLANTIC BEACH ORIDINANCES AND THE FLORIDA BUII,DING CODES. Doc # 2006448997,_ OR BK 13662 _ Page 21:45, Tax Folio Number: 1.69917-0105 and 164727-0000 Number Pages:'2 ,.. . Filed & Recorded 11 /28/2006: at 11 34 AM, State of: Florida JIM FULLER.. CLERK C_IRCULT COURT DUVAL COUNTY. RECORDING $18.5a County of: Duval File Number: 5024.009 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 Street, Atlantic Beach, FL 32233 309, 311, 313, 315, 317 7th Street, Attantic Beach, FL 32233 2. General Description of Improvements: The improvements on the property include re-roofing, re-flooring, stucco exterior, painting, remodel kitchtlrr, install new cabinets and countertops, install new bathroom fixtures and install Q new windows. j w 3. Owner Information: a. Name and Address: Atlantic Beach Condominianis, LLC 9857 St. Augustine Road, Ste. 5 Jacksonville, FL 32257 b. Interest in property: Fee Simple c. Names and address of fee simple titte holder (if other than owner): Atlantic Beach Condominiums, LLC 4857 St Augustine Road, Ste. 5 Jacksonville, FL 32257 4. Contractor. Extraordinaire Home Improvements, Ina 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 documems may be served as provided by Section 723.13(1) (a)7., Florda Statutes. 8. In addition to himself, Owner designates the following persons to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: CenterBank ofJacksonville, N.A., Attn: Campbell Patterson 1325 Hendricks Avenue, Jacksonville, Florida 32207 9. Expiration date of Notice of Commencement (the expiration date is 1 year from date of recording unless a diff date is specified). ATLAN B CH CONDO ,LLC Print Nam, ___ r-. n ~ 11J1 Print By: Marc Majed El Hassan Its: Managing Member Sworn to and subscribed before me this~~~'day of November, 2006 by Marc Majed El Hassan, Managing Member of Atlantic Beach Condominiums, LLC, who is~ersonatly known to me or who did provide as identification. ~-~~ ~f ~~~~~~~~ ~~ STEt~HAN1E 0. BUMANGLAG Nota ubhc ~~~ j?+`~,r "~"'•,~ Note PUbfiC - My Commission Expires: Z ~~' 1 ~ ~OtJ9 - ry SteteofFlortOs • •s~Ay Cottxnissiott ExpiresAtg 18, 2t1Q9 Comntissiat ~ 00+182511 ~~~'8"' 1`'~ ` Bonded 9l1 Natbnat Ndety Assts. ,~~ r ~~ ' (~ s~ CITY' OF ATLANTIC BEACH ~. :; :..~.,,.:.;;. ~ PLAN REVIEW SHEET Building Department Public Works & Public Utilities Departments ~~" `~s31 ~'~ 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 COMMIENTS "~,,, Permit Application # Q ~p -' 3 7u P ~Q Property Address Applicant: S. Doerr R. Carper ~. Kaluzniak Public Safety Project: J~J T~,2 i l,c°. ~E~ o c~~, L T,_h._is p~erm~ it application has been: ~" Approved as noted by the ~l~ Department. Final application approval must come from the Building Department. 0 Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the uesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the cor~~ct department may delay your permit from being issued. / ~ Reviewed By: Date: Date Contractor Notified: ti rl ~:U~, f;,. rJ. ~~ Jt' ~~ 3~'~ Job Address: +CITY t)F A'T`LANTIC BEACH BUILDING PERMIT APPLICA'T'ION (Interior Remodel} Bate: ~O~ ~ l-Q`U L 3 ~~ 33 J c _. t~~~vner o f Property: ~} ~~ yt'~-i C ~ " AC~y~I' _c-t~-~Gc~it rr1/ r U t.~{S ~ Address: q~~7- ~ ~~. ~t~~ Vt P t~ . t~__=.1 ~tK' T ~~`,. .,3 ~ ~~. ~j ~~ Teiephane:~,J'~{.' ~~'C~' ~ ~ ~ ~~ Lcga! f~escription: Block Number: ~ Lot Ntunber: ~~ Zoning District: Contractor: ~'lA, tI I •~ ~~k~ ~, ~r, r7 P _s„~„__State License Number: C~ f o1Yi ~ 85 ! Contra,cior's Address: ~ I ~ ~ ~ iC'c 0. LJe~ ~ i~ ~1^~~C~ ~ '~~(~ , Ft- ~ r~ ~~~ Telephone: ~~~ ° ~~ tJ " (c ~ GJ ~ Fa.~: Present use of land or buildings}: VaiLation of proposed construction: New electrical or increase in service? Rt ~~ac.~ ~~4 ' ~'x'~tU',°`.,~gdd plumbing #'ixtures?_ Add fireplace? ~ ~ Add heatinglair conditioning? QC~. ~~id Is approval of Homeownea's Association or other private entity rerluired? !~~ If yes, please submit with this application. Procedure: Tn order to expedite issuance of permcits, please follow all steps and provide all__saformation Ps annronriate. lncomnpiete applicatiotrs may result in delay it: issuance of permit, f lease: submit Building Pera;ii Application, Energy Code Forms, Notice of Commencement, Owner/Contractor ,Midavit if owner is contractor, aced two (2) complete sets of construction plans to the Building Department, which is located at the A#lar:tic Bach City l-ia11, 800 Seminole l'toad, A,ilarttic Beach, FL 32233 Telephone: (904} 247-582b In ac.dition to consintction and engineering derail, pl<1ns must contain. the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all re~,uired information in a clear and legible manner. 800 Seminole Road -Atlantic Beach. Fbrida 32233-5445 Telephone: (9(14} 247-5800 • Fas: (904) 247-3$d5 - bttp:llwww.ci.atlantic->,each.fl.us Page 2 Revised i/04 I hereby cerdfi• that all information ro "- a ptic~tion is cornea±. Signature of Property Owner: Date: ~O^~~~ l hereby verify that I have read and examined this application and tatoa• the same to be true and corzect. All provisions of the laws and ordinances governing this type of work will b~ complied wit,',, whether specificd herein ar riot. Tie g~rar:tirg of a pernit doe; not presume to give authority to violate or cancel thr, provisions or arty federal, state or heal rules, regulations, ordi~zances, or laws in arty manner, including the governing of construction or the performance of constnaction of the property. I understand that the issuance of this pcrrrtii is contingent upon the above itfornation being true aQd c9tr~~andt~e ptd supp~tirg da}p have bcca or shall be provided as required. Signature of Contractor: Date: ~ ~ .o / ~~ `~ Address and contact information of person. to ru;eive all correspondence regarding this application (please print). Name: f-'tV~ d.V' i ~,a ~ 1 l ~ ~FQ_ ~~^ Mailing Address: ~ 5 7 ~ 5 ~_~ Telephone: Q~~'25~O ~-y'(o'FS ~ Fax; AS T4 (J4W`~iI;JR: Sworn to and subscribed before me this State of Florida, County of Duval Yd-~~~~. ,~;~Y;'.,, STEPHANIE D. BUMANGLAG •` ~=. Notary Ptrbkc - State d Florida ~ ' ' ~ Contmissbn Expros Aup 16,1009 Contmbabrt ~ DD462511 ,''~'•Y; ";,• ~,` Bttrtded By National Notary Assn. AS T~ CONTRACTOR: E-Mail: ~__ day of ~(i~Y~l ?p~, Notary's Sigtiaiure• Personally known `" Produced identification Type of identification producad Sworn to and subscribed before me this ~ ~~ day of ~ ~~~ , 2o~. State of Flot9da, County of Buval Notary's Signature: „"'~", STEPHANIE D. BUMANGLAG 41.NY PUe .i ='~° `~__ Mary Public - Stall d Fbdda Personally known ?;~~,;w~'N Cartwrtlasion Etrpir~A~ 18,1009 Produced identification 'o';~an ,• ComrNesionODD~61511 Type of iden±ification produced "•~°"• Bonded By NaOonN Alan. 8Q0 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-589!? • Fax: (9tl4) ?4?-5845 • http:Jlwww.ci.atlantic-beach.R.trs Page 3 Revised i'D•t . _. . , ~ ti~ a A ,_, , r. ,~.~y,,,.+@b^.a0'd;._ ~..,9;#~wa3R+.rs1AM~....~xtA:w+M- .~a ,..M-...r..:fi: ~..t.. .. c.l .. Via; ,. .. =t .~_ .T- _ _ r_. _ .. ,. i ~T '~q .r._ _._~... . .' 2.,3 s,. ~ I f ~. h- r -'~ ~ -~}' ~~: ~ ~ I ~ E i '~ `• r f ro ~ ~~4 F j ~ ~ ,, ~ ,._.~„~ .,tea _ -~-~--- t .y .. . , F ~ }~ -~ .f} ~ _ _~ _._. { l ~f ~?; ~ ~`` 1 i • s_ .._ .~: ____ . i ; . ___._~ i - 9~df''~ I ~~. !' 4= ,. !~! ~ f' 1' ., ~. ~: -J`r ~~ C~~~ l~~ C~~ ' ~~~~G. ~ ~, CII SCI Augustine Road, Suite 5 November 7, 2006 k~~~~ i ~ ~~ `' i~~~~~ In regards to: Atlantic Beach Condominiums, LLC Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233 Attention: Dave Hostettler Dear Dave Hostettler: flCf C~, ; 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 ~P2o~ i o~ U. L. # ~U,2 '~.- No tt~2 Wq-U-. 9857 St. Augustine Road, Suite 5 Jacksonville, FL 32257 904.880.4681 Fax: 904.880.1754 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 any issues concerning this letter or the proposed work. Construction Manager IGD/Atlantic Beach Condominiums, LLC k ~ ~ ". i/ /8/0 ~o .~ r `sh'y' ~ ' CLANTIC BEACH "' ' "' ~ ~ ~ ~- ~ EW SHEET 1 y J .„~ ..,.., `~ 1 ~~ s, < ~'/~ G~~ ~C J it public Works & Public Utilities Departments ' / 1200 Sandpiper Iane ..~ ~- da 32233 Atlantic Beach, Florida 32233 ,7VY~ tJ7!-JUVV (904) 247-5834 (904}247-5845 Fax (904}247-5843 Fax PLAN REVIEW COMMENTS Permit Application # ~ ~o ~ ~ 5~4 79 Property Address This permit application has been: ~1 Approved as noted by the _ Department. ~~ Final application approval must come from the Building Department. I~ Reviewed and the following items need attention: , /9/~ ~~ Gf~i.~1~ ~ ,g(~~ C©iv ~' /~' 7't~ C-oN~~ ICUs "a ~' l.% ~9/ ~~ ~~ ~, Applicant: /~, ~A ~i ~ .1 H r~tL ~7~~-/ ! ~)CT~A d ~~`7~ Q i;~ E Project: /~I T~iei ~~.° ~ E/!t p C~~, L Reviewed By: Date: ~ (~ Date Contractor Notified: ~~ y ~l ~ y' ~~ ~r arL °~ ti~ _ ~'G l 3 (r i~ ~ou~S e G cr o ~'{i S L ~L' ~ I ~D .ASS ~ ~a s /~ l oS', ~~C ~l~v~-'~ C~//~~ v/ L!f ~~ a~0~ :YI2 . ~G ~DUo . - o . r2. B S ~ ~ ~ z, S ~ ' w v5 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. S. Doerr R. Carper D. Kaluzniak Public Safety 3.g~v V_ -\ ~~~~~ ,_ ~~ ~. ~~/~ '\ ~-~oo ~ APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000-04 Residential Limited Applications Prescrtptive Method C NORTH 1 2 3 Small Additions Renovations & Building Systems Compliance with Method C of Sub-Chapter 6 of the Florida Energy Etfidiency Code may be demonstrated by the use of Form 6000-0a for additions or 50g square reef or less. srte-rnstaueo componenrs or ......,u......,e e,....e" .,,.d .e..n„~rnnc rn efnnln. end muMinlc-famih, rnsidencex dltemative methods are oravided far additions by use of Farm 6008-04 or 600A-04. PROJECT NAME: BUILDER: AND ADDRESS: TTING 1 TE P "~ Y OFF GE Il 1 ^ 2 ZONE: ^ 3 OWNER: ~ PERMIT NO.: JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feat or lass of conditioned area). Prescnpflve requrements m laores he-i, ao-z, one or;-~ apply only ro mn compuaems m me aumumr, nm w the existing bullding. Space heating, cooling, and water heating equipment efficiency'fevels must be met Dory when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition cdnstruction. Components separating unconditioned spaces from conditioned spaces must meet the prescdbed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30 % of the assessed value of the bullding), Prescriptive requirements in Tables 6C-1 and 6C•2 aDPly only to the componems and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site-installed components and features are covered by this form. BUILDING SYSTEMS. Compry when complete new system Is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1 • ~~~.p~-~ 0 h , 2. ~ t~ ~ +' 2. Single-family detached or Multiple-family attached 3' ~ 3. If Multiple-family-No. of units covered by this submission 4. 4. Condkioned floor area (sq. ft.) 5. ) , 5. Predominant eave overhang (ft.) 8. Glass type and area: Single Pane Double Pane a. Clear glass 6a. sq. ft. sq. ft. b. Tint, film or solar screen Bb. sq. ft. sq. ft. 7. Percentage of glass to floor area ~' % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a R = Iin. ft. b. Wood, raised (R•value) Bb. 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 = T sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R = sq. ft. c. Marriage Wails of Multiple Units' (Yes/No) 9C 10. Ceiling 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' 11. Type:~~-r' (Types: central, room unit, package terminal A.C., gas, existing, none) SEER/EER: 13 12. Heating system" 12. Type:~Q.f (Types: heat pump, elec. strip, natural gas, LP-gas, gas h.p., room or PTAC HSPF/COP/AFUE:'1 . ~1 existing, none) 73. Air distribution system" a. Backflow damper or single package systems" (Yes/No) 13a. b. Ducts on marriage walls adequately sealed' (Yes/No) 13b. 14. Hot water system: (Types: elec., natural gas, other, existing, none) ~~ 14. Type: ~ . "Pertains tomanufactured 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 calculation indicates compliance whh the Florida the Florida Energy Code. 1~~t.. tr rt Energy Corte. Before construction is completed, this huilding will be inspected for compliance in ~,' `J accordance with Section 553.906, F.S. PREPARED BY: ~b,Q,1~, t DATE:~~ UILDING OFFICIAL: I hereby certify that this building i compliance with the Florida Energy Code: OWNER AGENT: DATE: DATE: FLORIDA BUILDING CODE -BUILDING 13-D.33 RIGHT-J BUILDING ANALYSIS REPORT Entire House Energy Design Systems .lob: 10/30/06 1085 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904287-5339 Fax: 904287-1258 Email: energydesignsystems(rDgmail.com ~ • • • For: Center Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI ~- • • • Htg Clg infiltration Outside db (°F) 39 92 Method Simplified Inside db (°) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - ~ Inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 Component Btuhlft2 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 Component Btuh/ft2 Btuh % of load WaNs 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 ~nd~- Doors Ce Wfndows Cooling at 81 °lo 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/ft2-°F Data entries checked. ,~,, wnghtsoft Right-Suite ResidentlalT"' 5.0.66 RSR29784 2006-Nov-01 12:29:31 ACCP. C:\Documents and Settingslcustomer\My Documents\WrightsoftlD. Lee Ross Townhouse,Ahern 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, F132259 Phone: 904287-5339 Fax: 904287-1258 Email: energydesignsystems(~gmaSl.com ~ • ~ ~ • For: Center Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI . Notes: ~ Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Outside db 39 °F Inside db 72 °F Design TD 33 °F Heating Summary Building heat loss 12364 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 12364 Btuh Infiltration Summer Design Conditions Outside db 92 °F Inside db 72 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 65 gr/lb 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 Method Simplified Construction quality Average Fireplaces 0 z Heatin Coolin 9 Area (ft } 8 28 28 Volume (ft') 7 7 7 Air changes/hour 1.00 0.50 Equiv. AVF (cfm) 129 65 Heating Equi pment Summary Make Trade Latent Cooling Equipment Load Sizing Internal gains 690 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 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh . Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 720 cfm Actual cooling fan 720 cfm Heating air flow factor 0.058 . cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 81 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ~~~ wr~gh~tsoft Right-Suite ResidentialT"" 5.0.66 RSR29784 2006-Nov-01 12:29:32 i9C..C.fi C:\Documents and Settings\customer\My Documents\Wrightsoft\D. Lee Ross Townhouse,Ahem St: Center U Page 1 ~~ ~~.~~,ur ~ / APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000-04 Residential Limltetl Applications Prescriptive Method C NORTH 1 2 3 Small Additions, Renovations A Building Systems Compliance with Method C of Sub-Chapter 6 of the Floritla Energy Efficiency Code may be demonstrated by the use of Farm 6000-04 for addRlons of 600 square feet or less, she-installed components of manufactured homes, antl renovations to single- and multiple-family residences. Altemadve methods are provided far additions by use of Form 6008-04 or 60DA-04, PROJECT NAME; UILDER: ANO ADDRESS: ~ -PERMITTING CLIMATE OFFICE: ZONE: 1 ^ 2 ^ $ OWNER: ~ G. PERMIT NO.: JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of condltlohed area).. Prescriptive requirements in Tables 6C-1, 6C-2, and 6C3 apply only to the components of the addition, not to fife existing building. Space heating, cooling, and water heating equipmerrt efficiency levels must he mat only when equipment is instaged specifically to serve the addihon or is being installed in conlunctien with the adtlhion constructien. Components separating uncontlltioned spaces from conditioned spaces must meet the prascdbed minimum insulation levels. RENOVATIONS (Resitlentlal buildings undergoing renovatiens costing mare than 30 % of the assessed value of the building). PrescripiNe requirements in Tables 6C-t and 6C-2 appy only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site-installed components and features are covered hythls form. BUILDING SYSTEMS. Comply when complete new system is installed. Please PMnt CK 1. Renovation, Addition, New System or Manufactured Home 1. („~~D ~ 2. Single-family detached or Multiple-family attached 2• ~r:r.- ~ t' 3. If Multiple-family-No. of units covered by this submission 3' 4. ~~_ 4. Conditioned floor area (sq. ft.) 5• ~ • 3 5. Predominant eave overhang (ft.) 6. Glass type and area: Single Pane Double Pane a. Clear glass 6a. sq. ft. sq. ft. b. Tint, f(tm or solar screen 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area T• ~~ 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a R = lin. ft. b. Wood, raised (R-value) 8b. R = sq. ft. c. Wood, common (R-value) Bc. 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 A = sq, ft. c. Marriage Walls of Multiple Units' (YesMo) gc 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a. R = sq. ft. b. Single assembly (Insulation R-value) 106. R = sq. ft. 11. Cooling system* 11. Type: ~~ k/~ (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 HSPF/COP/AFUE. ~T existing, none) 13. Air distribution system* a. Backflow damper or single package systems' (Yes/No) 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-Installed components. f hereby certify that the pia s and specifications covered by [Ire calculatien are incompliance with ReWew of plans and speciflcatforts covered by this calcutatrort indicates compliance with the Floritla the Florida Energy Code. t t, Energy Cotle. Before construction is completed, this building will be inspected for compliance in t ~ ." ~ 1~1~ accordance with Section 553.900. F.S. PREPARED BY: ~~~~,AQ~ ~ 1~ DATE '"'``((~~ UU.DIND OFFtC1AL: I hereby certify that this building is compliance with the Florida Energy Code: OWNER AGENT: DATE: GATE: 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, FI 32259 Phone: 904287-5339 Fax: 904287-1258 Emall: energydesignsystems(~gmait.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 (°) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/Ib} - 65 Component Btuh/ft2 Btuh % 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 Component Btuh/ft~ 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 ~°d~a Cooling at 80 % SHR = 1.5 ton Cooling air flow = 471 cfm/ton Cooling 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 floor area ratio = 8.9% -less than 10%. ,`, wr~ghlltsofC Right-Suite ResldentialT~" 5.0.66 RSR29764 2008-Nov-07 12:27:20 ,/ICCI, C:\Documents and Settings\customer\My Documents\WrightsoftlD. Lee Ross Townhouse,Ahem St -Typical. page t 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(dgmail.com ~ • • • For: Typical Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI Notes: Desi n Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Inside db 72 °F Design TD 33 °F Heating Summary Building heat loss 13488 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 13488 Btuh Infiltration Outside db 92 °F Inside db 72 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 65 gr/Ib Sensible Cooling Equipment Load Sizing Structure 15023 Btuh Ventilation 0 Btuh Design temperature swing 3.0' °F Use mfg. data n Rate/swing multiplier 0.97 Total sens. equip. load 14573 Btuh Method Simplified Construction quality Average Fireplaces 0 Heat i~g Cooling Area ft ~ 66 6 Volume (ftg) 829 8 829 8 Air changes/hour 1.00 0.50 Equiv. AVF (cfm) 139 69 Heating Equi pment Summary Make Trade 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 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 719 cfm Actual cooling fan 719 cfm Heating air flow factor 0.053 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 80 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ," wr~gh~'tsoft Right-Suite ResidentlalT"" 5.0.86 RSR29784 2006-Nov-01 12:27:21 ,ACCP. C:\Documents and Settingslcustomer\My Documents\Wrightsoft\D. Lee Ross Tovmhouse,Ahem St: Typical. Page 1 ElL ~ C0~ . ~~~~~ Y ,:~~ ~'~arA~t~k #~ ~t 5108 _~,-~: ._- ~ :) ,. ...., NO1E: SEE INf~IAUUAL 1'ES""f REPORT(S) FOR OP RATINGS AND MAXfMUM ALLOWABLE SIZES. Bettert3ilt Doors ~ Windows /Capitol Windows a Doors appreciates your recent purchase of a maintenance- free prime window, which WNI not rust, rot, miMew. or warp. 'I his is a quality product that left our factory in goad raonditiort -proper' handling and ir-stellation are just as important as good design and workmanship. Please f+ottow these r+ecommeradations to apaw this product td complete its function. t. Handle units one at a time in lire dosed and lacked position and take care not to scxatch frame or glass or to bend the Waiting fin. F'iace a continuous bead of caulk on the back side oP nail fin (mounting flange). 2. Set unit pWmb and square frNO opening and make sure that there is 3118' ± i/"18' deattwawe around the frame. Fasten unit into opening in the closed and locked position, making sure that fasteners are screwed in straaiattt in anger to avoid twisting or bowing of the frame. Make sure that sill is straight and level. Check operatron of unit frequently ds fasteners are set. 3. Use iR 8 sheet metal or wood screws with a minimum of 1' penetration into the wood kaming (sttr~. Place fast screws (two Rt each comer) 3' maadmum from end of Rn. For positive end tregative DPs (design pressures) up to 3tl<, do not exceed ?~° spacing of additional sinews. For DPs tram 55.1 to 55, do not exceed 1a" spacing. f=or DPs from 55.1 to 69.3, do no! exceed 72" spacing. 4. Caulk entire perimeter of fin b mrwMing surface joint and caulk over screw heads. Note: dais step can be etimirtated iI d' wkie adhesive type tiashirag Is used (sip 1'~, lambs 2i°, head 3"~. 5. Fit voids between frame and construction with loose batten•type insulation or taon•exP~~ aerosol foam spec;ificalty formulated for windows and doors to eNrttinate drags. 'f~~~of era ng aer+osol type in:utaling foam, which can txaw the frame, waives ak Stated warranties. atatig Sir^ariN .. REVtt~ED ~_ _ vt B. Remove plaster, mortar, paint, and debris that has eoNected on the uJu! and' make sure that the sastti tracks and interlocks aPl' also dean. DO not use abrasives, solvttnls, arrimariia, vmL{iar', $IkaArai~; or~ aci+d':cGlutions far dean up, •spf~:ally u:*th ~riyci+a:£d Mass u11i;s as their use rrvuld rouse Chemical breakdauvn Ot the Bias: seal. Taloe Care not to scratch glass: scratrhex severely wa8fcen glass anti i tlotrtd ervent~l Nl~k from fhetmai expansion and contraction. Clean unas wkh water and mild detergerrt. 8uil,~ln8 lJi ~~~~ ~ ~~~ DlV1SipA "` 18X. Ft. AUT Betierl3iit Doors ~ Windows 1 Capitol Vtftndows 8 Doors or its repl~iltew'~`"ltabte~ rot and t:attnat assume responsibility for floe selection and placement M their pr~odcac5s in a bufki ' re in a ma red blf laws, statates, and/or building codes. The purchaser is solely responsible for~far~~nce to the same. Better8ilt / Capitd window products are not provided with safety glazing unless specifiuaHy orde with such. Many laws and codes require safety gla~3ng (tempered glass) near doors, bathtubs. and shower endosures. Also, be aware of other code requiremerrts such as emergency egress and strudutait J energy performance. Corporate Headquarters: ~ - =' •;f www.mihpcom M.l. Home Products Eric Nielsen, P.E. ~OO41323 ,.-° , _ ; ~' ' f , •,: '~ 7 e ~,~. 650 West Market St. Product Technology Corporation ~ r`: f ~' t • ~`r~`..~''s Gratz, PA t7(?3Q-U370 1150 Louisiana Ave. Suite B I ~ -~'~ f ~~ 1 ~ '; j•~ (717) 365-33170 Winter Panic, Florida 32789 ~; ,.; =•~-` i• '•~ . ~'~ ^ . 407 622-G334 ,e •~ _ Lwww.ptc-corp.carm :~~ t r~Y~i°Y ., ~ ;~~?,~~ ,4~f?~. ,i'IM, t . 'r..'^! ~~C. Architectural Testing ~{Jtl.pl~!!~ AtANa ~kAMINER C DE~CQMP ~,N~B KfEA TMlS PLAN ON lQH SAP 2 1 2004 8uiklirtg lnsrecuan Diaision --1ax.~ Ft. Exdrnfnlr Sienaiure -'•' __._.__.._._ ___.~T ~kenaa No. AN5iU A iailJ.S.2A7 TEST REPORT Rendered to: MI HUMS PttODUGTS, IIriC. SERIES/MDDEL: 1855H/3)BSSH PRODUCT TYPE: Aluminum Slagle Hung send OrleL Windows Summa of Results Title Test S ecimeg #i Test S en g2 Ratio H R55 53 x73 H-R55 53 x T3 Oriel O ratio Force 151bf inax. 151bf max. Air Infiltratioct 0.06 cfrn/ 0.03 c$n/ Water Resistance Test Pressure 9.3 5f 9.3 sf Uniform Load Deflection Test Ptssure +56.7/-6I.5 f +56.7/-69.3 f Uniform Load Structural Test Pressure +85.05/-92.25 f +gS.OSI-104.0 sf Forced l;n Resistance Grade 10 Grade l0 Reference should be made to ATI Report Idet-tification No. 01-46984.02 far campkte test specimen description amd data 130 Derry Court York, PA 17402.9405 phone: 7'17-764-7700 fax: 7i7.7b4-4129 www.arcf+test.com Architectural Testing ANSUAAMAJNWWDA 101/Y,.S Z-97 TEST REPORT Rendcx+ed to: Ivft H©ME FRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 ATI Report Identifioatian No.:41-46984.02 Test Dates: 09f15103 Through: 10/07103 Report Date: 06/l 1/44 Expiration. Data: 14!07/07 Project Sn:amary: Architectural Testing, Inc. (ATl) was contracted by IvD Home Products, Inc. to perfarnt testing an two SerYaslModel 1855H1318SS1~, aluminum singe hung anal oriel windows. The samples tasted success~.lly met the performance requirements far the following ratings: Test Specimen #l: H-RSS 53 x 73; Test Specimen #2: H~RSS S3 ~ 73 (Oriel). Test specimen desixiption and results are repcxted herein. Test Specificatiaa: The test specimens were evaluated in accordance wiW ANSVA~AMAINWWDA IOIJI.5.2-97, Yolunt~oy Specificrrtiolrs far Alurgjs~~i~r~'L~~g1t Wood Windows and Gloss Doors. R$jtj$yt~], FOR CQD$ CQMPI.IA.NGE Test Specimen Description: KEER ~TNIS PLAN QN 106 SerieslModel: 1$SSH13I SSSH s~P ~ i zoos Product Type: Aluminum Single Hung and Oriel Windows Building in>h:eCl-On i?iYiSion -1ax., FL. Test 5necimen #l: H-RSS 53 x 73 a~n:ner store license No. overall Size: 4' 4-l/$" wide by S' 11-314" high Active Sash Sire: 4' 2-3/8" wide by 3' 0" high )Nixed Daylight Opening Size: 4' 1-3l8" wide by 2' 8-S/8" high ScrceA Siu: 4' 2-3I4" wide by 2' 11-1f2" high 13o I?erry Court York, PA 77401.9AQ5 phone: 717.7647700 Eax: 717-7644129 www.arthtest.com Arthitecturat Testing Test Specimen Description: (Continued) Test Specimen #2: H-RSS 53 x 73 Oriel) Overall Size: 4' 4-1/8" wide by 5' I1-3/4" high Active Sash Size: 4' Z-318" wide by 2' ~6" 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" 5-7/16" high ?'!se following descriptions apply to all specimens Finisi: AJ[ aluminum was anodized. 01.46994,42 Page 2 of $ Glazing Details: The window utilized a 1/8" thick sheet of clear tempered glass exterior glazed once a glazing carnpound and secured with PVC snap-frt glazing stops. Weatherstripping: Description fl.I87" backed by A.23U" high po[ypi[e with center fin fl.187•` backed by 5/16" diameter vinyUwrapped dual-fin foam bulb gasket 718" by 518" by 0.190" high polypile dust plug Quantity Location 1 Row Fixed meeting rail and stiles 1 Raw Bottom rail 2 Per Window Ends of each interior meeting rail on Test Specimen #2 only Frame Codstruction: The window frame members were constructed of extruded aluminum. An aluminum vertical sill leg extension was sealed to the sill with silicone. All corners were coped, butted, sealed, and fastened with two #8 by 1" panhead screws. The ends of the fixed meeting rail were sealed and fastened with two #8 by I-1/Z" panhead screws per jamb. Sash Construction: All sash members were constructed of extruded aluminum. All corners were coped, butted, seated, and fastened with two #6 by 1" panhead sct~ews. L'/~ r1 i rv~+ nn n~ zhn ~~„ 41-4b984.02 Architectural Testing Page3 of$ Test Specimen Description: (Continued) Screen Construction: All semen members were constructed of ro11-formed aluminum. Ail cornexs were keyed. The screen rnesb was secured with a flexible vinyl spline. I~Iardware: Description ~ Location Metal sweep lock 2 8" 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-]/2" from ends of screen botfioxn rail an ail test specimens Vinyl sash guide 2 2-114" from top of each stile on all test specimens Metal spring retainer Z Ends of screen tap rail on all test bar specimens Plastic caps Z Ends ofinterior meeting rail on all test specimens #6 by 1/2" panhead 2 2-1/2" from ends of screen bottom. screw rail on Test Specimen #2 only Drainage: Description uanti Location 1-3lS" wide by 5/16" Z Ends ofcenterver(acal sill leg high weepsIot 1-l/S" wide by 3/Id" Z Ends of exterior vertical sill leg high weepslot 1/4" wide by I/8" Z Bottom of each jamb draining the high weepslot jamb hollow on Test Specimen #2 only 1/$" diameter weephole 2 Midspan of each jamb at ends of the fixed meeting rail on Test Specimen #2 only ~•~ ___ ~l~n•~~ nn c~ tin ~~~ O 1-46984.02 Architectural Vesting Page4of8 Test Specimen Description: (Continued) Anchorage: Description uanti Location 3115" by 1-3/4" flathead 10 3" from ends anal rnidspan at the Tapcon screw head and sill, 3" &orn bottom of each jamb and 2" from top of each jamb on Test Specimens #1 and #2 # 12 by 2" flathead screw 2 32-318" &orn bottom of each jamb on Test Specimen #1 # 12 by 2" flathead screw 4 32-318" amd 28" from bottom of each jamb an Test Specimen #2 only Reinforcement: No reinforcement was utilized. Installafion The window was installed into aSpruce-Pine-Fir #2 2x1Q wood best buck with ten 3116" by 1-3J~F" Tapcon fasteners and two (four on Test Specimen #2) #12 by 2" flathead screws. The Tapcon screws were located 3" from each end and midspan of the head and sill, and 3" from each end of the jambs. The #12 by 2" screws were located 32" from the bottom of the jamb on Test Specimen #l, and 32" and 2$" on Test Specimen #2. The exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: Paraeraph Title of Test -Test Method Results owed Test Specimen #1: H-R55 53 x 73 2.2.1.6.1 Operating Force 2.1.2 Air Infiltration per ASTM E 2$3 1.57 psf (25 rnph) 151bf 301bf max. 0.06 cfm/ft 0.3 cfin/ftz max. Note #1: The tested specimen meets the performance levels specified in ANSII.4Atl~iINWWD~i I01/f.S.2-9T, far air infrltration. '~~~ Ol ~F6984, OZ Architectural Testing Page 5 of$ Test Results: (Continued} Paraaranh Title of Test -Test Method Etesults Allowed Test Sneci mgn #~: H-R55 53 x 73 (Continued} 2.1.3 Water Resistance per ASTM E S47 (See Note #2) h'oie #2: The client opted to star at a pressure higher than the minimum required. Those results are listed under 'G~ptianal Performance'. 2.1.4. I Uniform Load Deflection per ASTM E 330 (See Note #2) 2.1.4.2 Uniform Load Structural per ASTM E 330 (See Note #2) 2.2. I .ti.2 Deglazing Test per ASTM E 98'1 In operating direction - 701bs Active meeting rail; 0.10"120% 0.50"1100% Bottom rail 0.10"!ZO°/a O.SO"1100% in remaining direction - 50 lbs Left stile 0.10"!20% 0.50"/100°! Right stile 0.10"120°/a 0.50"/100% 2.1.8 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test A I through A 5; A7 No entry No entry Lock Manipulation Test No entry No entry a .r _____ ~~~ Oa-46984.02 Architectural Testing Page6of8 Test Results: {Continued) Test Specimen #l: H-RS5 53 x 73 (Continued) Para~raah Title of Test - 'hest Method Results Allowed Optional Performance 4.3 Water Resistance per ASTM E S47 (with and without screen) 9.3 psf No leakage No leakage 4.4.1 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) 0.74" See Note #f3 61.5 psf (negative) 0.82" See Note #3 14'ate #t3: The Uniform Load De}lection test is nat a requirement of ANSU~Gt~l4~1f/NG~DA IOiJI.S.2-47 for this product designation. The de,Jlection data is recorded in this report for special code compliance rind information only. 4.4.2 Uniform Load Structural per ASTM E 330 {Perrnaneat sets reported were taken on the fixed meeting rail) (Loads were held for 30 seconds) $5.05 psf (positive) 0.09" 0.21" mauc. 92.25 psf (negative) 0.01" 0.21" max. Test Specimen #Z: H-R55 53 x 73 (Oriel) 2.2.1.6.1 Operating Force I S lbf 301bf rnax. 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) OA3 cfim/fl 0.3 cfi~olttz max. 2.1.3 Water Resistance per ASTM E 547 (See Note #2) . 2.1.4.1 Uniform Laad Deflection per ASTM E 330 (See Note #2) 2.1.4.2 Uniform Load Structural per ASTM E 33fl (See Note #2) Architectural Testing Test Results: (Continued} Test Specimen #2: H-R55 53 x 73 (Oriel) (Continued) Para~ranh Titie of Test -Test Method Results 2.2. I.6.2 Deglazing Test per ASTM E 987 In operating direction - 70 lbs a~-asssa.az Page 7 of 8 Allowed Active meeting rail 0.10"/20% 0.50"/100% Bottom rail 0.10"120% 0.50"/100% In remaining direction - 50 lbs Left stile 0.10"f20% 0.50"/140°!° Right stile 0.10"/20% 0.50"/100% 2.1.5 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Lock Manipulation Test No entry Na entry Test Al thmugh A5; A7 No entry No entry Lack Manipulation Test No entry No entry Ontianal Performance 4.3 Water Resistance pee ASTM E 547 (with and without screen} 9.3 psf No leakage Na leakage 4.A.1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the fined meeting rail} (Loads were held for 30 seconds) 56.7 psf (positive) 0.62" See Note #3 69.3 psf (negative) 0.80" Sec Note #3 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the fixed meeting rail) (Loads were held for 30 seconds) 85.05 psf (positive} 0.03" 0.21" max. I04.0 psf (negative) 0.04" 0.21" max. "~~~ OI-46984.02 Architectural Testing Page 8 ~~ 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 they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certifcation program administrator. This report may not be reproduced, except in full, without approval of Ar+chitectxtrai Testing, Inc. For ARCHITECTURAL TESTING, INC: w3 ~Y 8pnedby:/~m /: Fader y~ 2 zi Adam Fodor Supervisor -Product Testing LlipilatySbnod6y: ~ fL lkiclt Steven M. Urich, F.E. Senior Project Engineer AF:v}m O i-46984.02 ~~ ~7 TIC rK/~.t~,vT f~~ M i A M I~DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLA(3LER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) M 1 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 azeas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, Tf this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 D185SH/D3185SH" 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 S, 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., 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 NDA. 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-I, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. / ~~/ C~~ NOA No 03-1215.02 I f c ~ Expiration Date: March 04, 2009 a - Approval Date: March 04, 2004 0~ Page 1 Z~ , 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 'OVindow 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 202-94 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, Jnc., 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, prepared 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 Controi Division NOA No 03-1215.02 F,xpiration Date: March 04, 2009 Approval Date: March 04, 2004 E-1 53.125" MAX. OVERALL 36" MAX " ~~ M! HOME PRODUCTS OVERALL FRAME WIDTH . FRAME WIDTH 1 MAX' 33.3'3 D.L.Q. WIDTH ~~~~ 49.375" MAX. 2 650 WEST MARKET STREET • GRATZ, PA • 17030-D370 D.L.0: WIDTH 2 SERIES BETTERBILT D185SH/D3185SH ALUMINUM SINGLE HUNG WINDOW ~ /i, o ~ /~ ~° . 1f1 -J ~ ~ 2 pp ~ J ¢ - ~ ~° x ~ pW 1 y 3 "~ GENERAL N07ES: 1. THIS PRODUCT !S DESIGNED TO COMPLY WITH THE "HVHZ' OF THE FLORIDA ~ j ~ 3 ~ „ ~ ~ ~ ~ --- - BWLOING CODE. NSFER LOADS TR O w ~ _ ~ ~ ~ r r A 2. WOOD BUCKS MUST BE ANCHORED PROPERLY 70 _ / n I 70 STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. S w ~ ~ ~ o ~ y ~ ~ ~ SHALL 3. PRODUCT ANCHOR HOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR A %~ /~ ~ ~ ~ o °~ ~ ~ ~ NC STUCCO. ~ _ ~ n ~ ¢ ~ 4. FOR DESIGN PRESSURE RATING SEE TABLE THIS SHEET. REQUIRES 7HE USE OF APPROVED Z ARE V o ~ n ~ * ~ / n A H 5. INSTALLATION OF THIS SYSTEM IN H ' ~ m' / S; SHUTTER/EXTERNAL PROTECTION DEVICE COMPLYING WITH HVHZ REQUIREMENT I ~ INSTALLATION OF THIS SYSTEM OUTSIDE OF HVHZ SHALL MEET THE APPLICABLE + CODE REQUIREMENTS .FOR WINOBORNE DEBRIS PROTECTION. 6. THIS PRODUCT MEETS WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE " " 37' x 84" SINGLE HUNG WINDOW ZONES. SINGLE HUNG WIN 53 x 73 DOW 53.125" MAX. 53.125" MAX. OVERALL OVERALL 36" MAX. OVERALL 36" MAX. OVERALL " FRAME WIDTH FRAME WIDTH FRAME WIDTH 33.313" MAX. FRAME WIDTH MAX 33.313 " p.L.0. WIDTH 1 D.L.O. WIDTH MAX. 49.375" MAX. 49.375 2 2 D.L.O. WIDTH D.L.O. WIDTH 1 1 2 2 J ~ ~/ x J //, l// X ~Jy[ ~ ~' ~ Q / ~ /~ ~O / ~ ~O W ~ O 0 r ~ ~ O J ~ r J J ~ ~ 1 /~ ~ L // p i 1 / w~ 1 rn~ /f ~ ~ M > ma r.~ aw 3 ~ ~ ¢w 3 ~¢ ~= 3 p= a ~ w ~ a~ ~ _ nw -1- I n m T- ~" ~ /, ~ / n ~ ~ ~a O ~ ~ N o M ~ ~ n~~ 1 M // M a ~ N j ~ y r i 1 M ~ i I ~ 1_ _ ~~3=SINGLE HUNG WINDOW 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 COMPONENTS, 81LL OF MATERIALS 53" x 73" SINCE HUNG WINDOW 37" x 84" S1N¢LE HUNG WINDOW HALF CIRCLE 70P ORIEL CIRCLE TOP ORIEL DESIGN PRESSURE RATINGS (PSF) GLASS MAX. SIZE DP POS. DP NEG. 1/8" Temp. 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 7" x 4" SINGLE 1{UNG WINDOW HALF CIRCLE TOP ORIEL M ~~ ~~~~ e~ N Bm m W$. " _" a~ y n. <<~0. J o~ Y N ~ Pf O ,~n°E H '. 8 n. zm~ x. $m•ca. ~ o f o r u m~ k U~3 °~z y0 o~ z ~w w°- c~r~ 7 0/27 0; N.T.S. er: 7JH er: RW NG No: 5-2422 t av 5 1.34" MIN. EMB . 1.19" MIN EMB. a- . d ° ° N t0 ,a °a• ~ ~ - ° ~ ° .° a. N -, p . . ~ . .° . a. X .T1 ° , ~ ~ e i OJ C' ' ~ ° m~ -i ~ a-- ~. ( ) ~ a °. e ... ~ Dm n Q . O N ~ ° ~ ~ ° _ N ~ a to ' ° ~ rn ~ ~ ~ ~ S N ~ Z _ . N .a ~ 1 p~ - W N N ~ ~ 4 . .25" MAX. a p SHIM e - °o. N a°. X SEE SHT. i ELEVATIONS FOR OVERALL HEIGHT z N m UOm m Nm z to m 1~ • r 1-25° MAX. EMB. 1.25" MIN. EMB. a- ° '.o~ ~ ~ ~Q •a - - .a N cD , a• N ° s~< 'p .' o A d tTI\> < - Z ~ ~ ~ - ~ ' ~ Q ~ t7 . AA . ° to D a n An N ~ n G Z X O~ ' - N tr/I L 7- a O m ° [ p ~ ~ h ~ Sly Z N Oe ~~~ ~ ° ~ ~ N N (A~ N p ~ .~ ~ p d Z 1 ~ .25" MAX. ' p SHIM n a° '~ SEE SHT. 1 ELEVATIONS FOR OVERALL HEIGH T x ~ z rn Om m NZ N R1 1~ - r ~' ~ $ PRODUCT: ~ Product Approwi t)ocuments Preparod By; NON-IMPACT SINGLE HUNG ~p eunslNC CONS4LTNYTS, iNC- ~+ ~ -~ `3- - -- -' ~ WINDOWS RECTANGLE, ~~P.o.'pax 230 Valrtro(Z-.33595 N I N ~ z CIRCLE 70P & OREiAL Phone No:: 813.859.9197 - o N " -i ~ N ~ 2 2 t0 04 CORREC DP B RW pART OR ASSEMBLY: - atonal En trnan Florida 9ocr6 o{~P.' s ` N ~ ~ _ ~ O 4 ceroraat.. anon rva. 9 t3 t A„a,a ~u' w NO DA E BY VERTICAL CROSS SECTIONS z/t o/04 REVISIONS ender N .E.. N aa-t66 SEE GENERAL 2X NOTE 2 SHT. 1 ~ _ °~ . ,', v 1.46" MIN. ' EMB. ° ° .25" MAX. SHIM v . ~. .'°. 1 n 4 ° . b ° ~e ` ° i 2 9 3 °. . •°° 9_ . 10_TAL CROSS SECTION 3 .W/2X BUCK 1.25" MIN. EMB. SEE GENERAL t NOTE 2 SHT. 1 i ,- °>' '. 7 ° ~~ 2 SHIM ~., ~ t p. ~ v ° ~> ° o 9 26 3 v. o _ ~. . M c~ 2~ 5~ ~ J_ W 4 N Q M Z_ ~_ v7 ~ J a N w 0 ~_ HORIZONTAL CROSS SECTION `~ w/tx BucK _fl~~ 5 .625" GLASS 2 ~ ~ BITE in N ~- if8" TEMPERED GLA55 LNG D AIL _ _ 9 GLASS TYPE "B" M C7 Z r 5 2!/1 ~t~ HO IZONTAL CROSS SECTION 3 SHOWING SASH CAM MASONRY & BUCK NOT SHOWN 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 THE HEAD DOWN INTO THE SIDES AND FROM THE SILL UP INTO THE SIDES. 2. THE FIXED MEETING RAIL. IS SECURED TO THE SIDES WITH (2) EACH SIDE ITEM #72, A #8 x 1 t/4" PHILLIPS PAN HEAD SCREW. 3. THE SASH CORNERS ARE CONNECTED TOGETHER WITH (2) EACH CORNER ITEM {~13, A ~6 x 3/4" PHILLIPS PAN HEAD SCREW. ~ nN1 ie NOA/ a G- 0 y 0 Y ~ N .v m n w o °w Z~ aZ r.. n o ~m 0 ~.3m.a• ~~~~ t dMm..D () N .S O = O.~ m p m 0 C o :1,9 o ZYO ~' m~ ~ V Y z ~ o ~_ a '' ~~ cwii¢ 2U~ N~ 4 Vl~~ ~ UN Q~w N ~g ~S~ < Z° ~IZ~U ~ ~ N.T.S. ~` TJH er: RW NG NO.: s-24z2 3 OF $ GLAZING DETAIL GLASS TYPE "A" ~~~3" 3"~11 L T f 27 zs T N~ SEE N 27 /j 27 / TNIO'P 1 F- I ~ ~ ~- --j- ~} v -~- „, 27 29 /~ 29 I~ f-- 3° 3• ~-I I-~ 37" x 84" SIDLE HUNG WINDOW SEE NOTE 3 TYP N ~ ~/ ~t, Z7 28 ~" r1 27 28 '~ 'y 27 `~ ~ 29 NOTE i ~/ TYP T N . 27 ~~ T ~~ 27 T 29 SEE NOTE 1 TYP 1 v -~---- ~ "' ---~- ~/ ~ - ~- a f/ % 29 ih 1 29 27 29 ~_ ~ 27 29 M 27 29 ~ ~ f~ " ~ - ° I -7 ~I I ~~ 3" ~ ~ I"' 3 3 ~I I` ` `' ~ 3 f- 37" x 84° SING LE HUNG WINDOW 37" x 84" SINGLE HUNG WINDDW H ALF CIRCLE TOP ORIEL CIRCLE TOP ORtEI ~I- ail( /~ I SEE NOTE ~` 2 TYP 27 ~-~ N 29 P PGES EQV~ 5 3.. r i~ ~kl 27 28 }I _~ 27 28 ~;~ 2 (4) EDUAL SPACES o SEE NOTE 3 0 NP o a 1~ N c ~~ 3" 3 ~` I ~ N u~ W b n ~ W 27 28 ~ oZ $z~' €o. w 29 ~ 29 ~E2 E~c~an a . 11 ~.p ^a ,L' ~~ p tl N C 'axe my., ~ . I f ® U ~ 9 p~o° or~•E , -~ 27 -----~--- b } ~ />< ~ 29 a ~ ~ ~ n ~ ~ 29 27 29 1 ~ =tea ~ _ ~o ~- I ( I I ~ zti~ U j: ° U3 w ~ 53" x 73" SINRI F FIL ING WINDOW a0U ~z~ ~ s ~ ~ f o3c~ p & z r. ~ 29 ~/ n "'-~- ~ z7 z9 "~ ~ 3 SEE NOTE 3 ~~ TYP {4) EQUAL SPACES 53" x 73~~ SINGLE HUNG WINDOW CIRCLE TOP ORIEL i7 5~" x 73" SINGLE HUNG WINQ0W HALF CIRCLE TOP ORIEL NOTES• 1. FOR UNITS SMALLER THAN 30"x60" p0 NOT INSTALL ANCHOR AT . CENTER LOCATION. 2. FOR UNITS SMALLER THAN 53"x60" OR SMALLER THAN 30"x66° DO NOT INSTALL ANCHOR AT CENTER LOCATION. 3. FOR UNITS SMALLER THAN 38"x86" DO NOT INSTALL ANCHORS AT EITHER SIDE OF CENTER ANCHOR AT HEAD AND SILL JAMBS. a+h: i 0 27 D. ~~MwYYIN sGUE: N.T.S. owc. an TJH auc. er: RW /ilY~l ~ oruwnxc xa.: ~, - lfvi,- 5-2422 ss+e~ 4 ov 5 27 z7 is ~ is ~ T~~ 3" ~~ SEE NOTE 3 TYP (4) EQUAL SPACES 81LL OF MATERIALS ITE DESCRIPTION MATERIAL 1 EXTRUDED ALUMINUM SINGLE HUNG 1/2' HEAD ~`CM-18501 BY MI METALS ALUM. 2 EXTRUDED ALUMINUM SINGLE HUNG 1/2" SILL ACM-18502 BY M1 METALS ALUM. 3 EXTRUDED ALUMINUM SINGLE HUNG 1/2" JAMB ACM- i 8503 BY MI METALS ALUM. 4 EXTRUDED ALUMINUM SINGLE HUNG FIXED MEETING RAIL #CM-18504 BY MI METALS ALUM. 5 EXTRUDED ALUMINUM SINGLE HUNG SASH LOCK RAIL ACM-18505 BY MI METALS ALUM. 6 EXTRUDED ALUMINUM SINGLE HUNG SASH BOTTOM RAIL ACM-18506 BY MI METALS ALUM. 7 EXTRUDED ALUMINUM SINGLE HUNG SASH STELE ACM-18507 8Y MI METALS ALUM. 8 SASH CAM I-185 BY BSI - 9 GLAZING BEAD V-I85 BY Mi PLASTICS - 10 LOCK 30240-402 BY REFLECTOGTE - 11 MAIN FRAME SCREW 8 x 3 4' PHHILUPS PAN HEAD STEEL 12 MEETING RAIL SCREW 8 x 1 1/4" PHILLHPS 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 X80-02-8207 8Y PLASTICS, AZ - 16 WINCbW SCREEN - 17 FIN WEATHERSTRIPPSNG .187" x .250" BY AME58URY - 18 BULB SEAL 32002 8Y AMESBURY - 19 DUST PLUG 5/8' x 7/8° x .25" BY AMESBURY 20 5/8" 810CK & TACKLE 150 SERIES BY BSI - 21 GLASS 'A" SGL GLAZED 3/16" ANN. 8Y GUARDIAN - 22 GLASS "B" SGL GLAZED 1/8" TEMP. BY GUARDIAN 23 84CK8EDDING SM-2100 8Y SCHNEE MOREHEAD SILICONE 24 BACKBEDDING PURFECTGLAZE-H HO7MELT) - 25 GLASS SHIM I/8" x 1/4" x 1° 8Y SECON - Z6 1/4" MAX SHIM - 27 12 X 2" PHILLIPS FLAT HEAD SHEET"METAL SCREW STEEL 2B 3/16" x 3 1f4" ELCO TAPCON ANCHOR STEEL 29 3 16 x 2 3/4" ELCO TAPCON ANCHOR 51EEL t0 m ~ .045" ~I--- .908" --~ ® SASH BOTTOM RAIL i•7 M m v, .203"o. O °i .05° io <° • ; ..~. .357" -}---- ~---~ 1,4058" in 0 O SASH STILE ®SASH GUIDE ®BULB SEAL ;., 2.186" O HEAD FLANGE 1.6449" U ~ v v M cV 187" ~---{ o " '' O r .05" ®FIN WEATHERSTRIPPING Oi OCK RAID 1.436" .656" .062`" -y ~- ® SASH CAM AyMsMs ps~bYy wMft ~t !~ !Oi ~`- w a 0 C i ~ N ap N ~ d ~~ oz z ,tq ~ ~',~ ¢~ 0 ~m a, J C~tl N >"j p' qqZ O'W p. ~~., O 0 ~~$mE ~m"$c ~4° co m aa` G:~ wo ~o ~U J~ m~ ~ N.T.S, Gwc. sr: TJH anc w: RW GRFWNG NO.: 5-2422 sN[Er 5 av 5 O SILL FIN O JAMB-FLANGE ® FIXED MEETING RAIL