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Permits Folder 393 Ahern Street4 w . ~ PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Certificate of Occupancy X93 ~~~ Sr. ~X~i o b/11~f~1~ I~ Type Work: Phone # Phone # Date Issued: ~~ ~~ ~ (og~P 1l Tree Permit# fJ~'1 ~~//v~JL. ~~/V~~' ~~~' Y~r'v~ Foundation Permit # Demolition Permit # W ~ ~,~ [,~ ^ 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 # Inspec#: 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 06-00034080 Date 11/28/06 Property Address 393 AHERN ST Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation 15400 ------------------------ Application desc ----------- -------------------------------- --------- INTERIOR REMODEL ------------------------ ----------- -------------------------------- --------- Owner Contractor ------------------- ELIA, LAUREN ----- ------------------------ EXTRAORDINAIRE HOME IMP INC. 393 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 PERMTI' IS APPROVED ONLY IN ACCORDANCE ®VITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUII,DING CODES. Doc # 2006408997,_ OR BK 13662.. Page 21:45, Tax Folio Number: 1.69917-0105 and 169727-0000 Number Pages. 2 Filed & Recocded'11l28J2006 at 1:1:34AM, State of Florida JIM FULLER. CLERK CIRCUIT C6URT DUVAL COUNTY. County of Duval RECORDING $18.S0 - Fite 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 Street, Atlantic Beach, FL 32233 309, 31 I, 313, 315, 317 7th Street, Atlantic Beach, FL 32233 2. General Description of Improvements: The improvements on the property include reroofing, re-flooring, stucco exterior, painting, remodel kitchen, install new cabinets and countertops, install new bathroom fixtures and install Q new windows. j ~'* 3. Owner Information: a. Name and Address: Atlantic Beach Condominiams, LLC 9857 St. Augustine Road, Ste. 5 Jacksonville, FL 32257 b. Interest in property: Fee Simple c. Names and address of fee simple title holder (if other than owner): Atlantic Beach Condominiums, LLC 9857 St. Augustine Road, Ste. 5 Jacksonville, FL 32257 4. Contractor. Extraordinarre Home Improvements, Ina 5141 Siesta Del Rio Drive Jacksonville, FL 32258 5. Surety: NIA 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.I3(I) (a)7., Florida 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(I)(b), Florida Statutes: CenterBank of Jacksonville, H.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 diffe date is specified}. ATLAN B CH CONDO S, LLC Print Name: vl. ~'"'~ (~,~~) Print Marc Mated El Hassan Its: Managing Member Sworn W and subscribed before me this ~~~'day of November, 2006 by Marc Majed El Hassan, Managing Member of Atlantic Beach Condominiums, LLC, who is~crsonally known to me or who did provide as identification. ~. ---..~ , r `r ~ `~~ ~. STEPHANIE D. 9UMANGLAG My Commission Expires: l'a5"~' ~ (o FcZ0~9 .+! - NoteryFubfic-Sta~afFtotkte •=NNy Cotrm~On Exp6esAtg 1$.2009 '~' Comtt~sion # DD48251i ~''~•°„; t' •`'+ Bonded BY NaUonel Ntllary Aeen. rj,=1~y;~.fJ~, \~: ~ s s CITY OF ATLANTIC BEACH :~ J PLAN REVIEW SHEET ~r ~f Building Department Public Works & Public Utilities De artments ~"J'tisr 800 Seminole Road 1200 Sandpiper Lane p Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax S. Doerr R. Carper D. Kaluzniak Public Safety PLAN REVIEW COMMENTS Permit Application # O~p ~ `fQd' Property Address ~ 93 ~n ~,e77 c}~ Applicant: /~. ~A ~i ~ .J ~7~Gt. ~7~N1 GJ~'T~~l Der~~-T~`T7~~ Project: /~ T~iei~0~ ~~rn p o~~L This permit application has been: Approved as noted by the ~(?jG~ 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 De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the cor ect department may delay your permit from bein issued. Reviewed By: Date: ~~ _% ~~ Date Contractor Notified: J' x)1'1 r~y\ ~~ ~~ ~. ~_~~ ~ ~ ~/'~ ri J~/ X93 dob Address: Owner of Property: R{ lu vt {-i C CITY t~F ATLANTIC BEACI~I BUILDING PEItMfIT` APPLICATIOI~T (Interior Remodel} Date: ~ lJ ° ~ ( ` ~ `a P/I YtJ LVt~C L". l.-~ Address: q~~7- ~ ~~. ~u e~ c.ts~lb^. z~ 1'~_~~Q 1C~~ v2 ~l ~j ~ Telephone: -I<~'~" ~~C~~' ~~ ~ ~__ Legal Description: ~~B,lack Number; nZ Lot Number: ~_ Zoning District: Contractor: ; 1? i 11 ,,;~ State License Number: C ~ 1 ~:~ ~ ~ __. ~ 'Lla l4 t ~ C~k~~; ~~.. ~ Cortrar2or's Address: ~ ~ ~' ~ ~tvc~0. l-let ~ j~ 1.11'1 (~C~. _ . _~C~~(~ ~ F~" 3 ~ ~ ~R Telephone: Rey '" ~~ " ~c ~ ~ ~ Fax: ~- Present use of land or building(s): Valuation or proposed construction: Naw electrical or incnr~easepin service? ixta,~^~r~ ~ ~ttc~ `'~c'~'P,~,.dd pltunbing #'ixhues? .add fireplace? ! ~V , !~. Is approval of Homeowner's Association or other private entity required? !~~ If yes, please submit with this application. Procedure: Tn order to expedite issuance of permits, please follow all steps and provide all information as aapr~riate. Inc®mplete applications may resatlt in delay itt issuance of permit. Pizase submit Building Permit ,4pplication, Bnett~ Code Fo:tns, I`oticc of Commencement, OwnerlContractor Affidavit if owner is coniracror, a:-d two (2) complete sets of construction plans to the Building l7epartment, which is located at the Atlantic Beach City Elan, flo0 Seminole I`~oad, Atlantic Beach, FL 32233 Tetapteone: (904) 247-582ti In addition to construction and engineering deieil, plans must contain the following information as appropriate fo- the type of work being performed. Scale of drawings should be sufficient to depict alt rsguired information in a clear sad legible mmnner. 81?{l Seminole Road - Atlantic Beach. Florida 32233-545 Telephone: (90d) Zd7-5800 • Fax: (904) 247-g84S - bttp:/Iwww.ci.atiantic-beach.fl.us Page 2 Revised 1104 t Add heatinglair conditioning? ~~ [QC's'. I hcs;,'tyy certifi that a!t information appiigtign t. (~ Signatory of Propern+ Owner: Datr: ~ `-' ~ ~ ~ Q i hereby certify' that 1 have read and examined this apptlcation and knav,• the same tp be true and cerreet. ,111 provisions of the laws and ordinances governing this type of work will be complied with, whether ~peciiied herein or re ?'.:e ~,4^ti^.s of u p;.~ n;t due; not presume tc live authority to violate or cancel the previsions of any federal, state or Iocai rules, regulations, urdinar;ces, nr iaµ , in any nnanrcr, including the governing oz construction or the performance of construction oSthe property. 1 understand that the issuanr:e o: thW permit is contingent upon the a`_k~.•e information being true and tan t pl sand portin • to have been or shall be i=rvvide1d as, rewired. ("~ Sigrsatt:reefCotttractor: pave: / O .-- /~~ `•' Ad,9ress and contact information of person to receive all correspondence regarding this aplali;;atia:: (plf~•:zse pri,~t}. Name: T~~~lailirtb ~.ddress: _ `'(~K5 ! - ~ ~'t•. ~ t Telephone: ~t') - ~(~" ~C ~ 1 Fax; ~.s ~~ r~~~rl~R: c,worn to and subscribed before me this `~~ day of ~~-~h~ , 2f1 a ~p, State of Florida C u v ,PF ~ F q~ STEPHANIE D. BUAMtiGU1G ~'\ 1 ~, ; Notary PubNc • Stets of Florida Notary's Signature: ?'+r ~NIyC~pYeaAtpl&2009 y, ~l~l62S11 Personally knov t ~~''£OP.. ~~ Bondett By Natbnai NotaryAsMt. Produced idcntif+caiion Type of identifcation produced r~S'FrJ C4i'QTRACTOR: S~~~o:n. to and subscribed be:fare me this State or Florida, County of Duval .~rii~~i ~~~~~~., STEPHANIE D. BUtiAANGtAG ;':°~~aY pue°c~': N018ry PItl311C - $tett Ol F10rlda • ` ' • ~Ay Commission Expires Alp 18, 2009 ~`~ Cortar>ission * DD482511 •~''~ °~ ;;°a'`• Bonded By Nalfonal Nohry Assn. Notary's Signature: Personally lrno>S~ra ^ Produced identification Type of identification produced 840 Seminole Road • Atiarltic Seach, Florida X2:33-5445 Telephone: (904) ?A7-5804 • Fax: (904) 247-5845 - http:llwvwrv.ci.attantie-bcucla.fl.~ts ('~r day of (J~,{l~Y~d _~, ''0 d b . 1'.II~e 3 Revised 1/04 3'~~' ~t ~afYf4?yNt1~ ~. ,. y Y .~-.~arq.,aeww». .. ,.+. -~-=1 -fir > rf 1 - ~ r .. . ~ ~ ~ Vi y {~ ` ~ - .. - wit 4 f ~ i{` '~f ' .. t t .:.. ~. :~ 1 ~' v+ q ~ ~ } `~ ~ ~ N~ ~ . {.w ~~ _ q ' e ~~~ . ',. t ~ E'r ~ t ~ t ~ { F !: .t ~t ~ q f f .Y. r, ~1 ,_~~ ~ ~l ~~~ _ ~~ V } ~ ( ~ ~4 ,~~'~~ ~~ .? ~.~m '~~ ~ w ~, ~'~ Q! r 'lv ~y ~.,+ ;~ ~ ~ ' . ,~ .. . x ~~, ~~ `v ,. .~~.. `,. ~ ~~ _ ~..._. O _, .- ,__.w.,-..._~ . _ ~ ~. ~ ~ ~ . . _. ~ . , _ ;.. t{ l ~ ~ ) ~,,~ .. ~ ,A~tt l ~• Eljj~ ~. , .. • ' ,' MM " J ~~ ~,~ /// / r 1 tF .. ~, ~ f ~,~ ~... _ ..r.-_--..~...._.-- ~~ __-~-- 9857 St. Augustine. Road, Suite 5 Jacksonville,. FL 32257 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~rt E~r~ ~' `~' ~'t" :,i~r~f: Per our conversation concerning the Atlantic Beach Condominiums, LLC, properties located at 391-Ahern Street and 309-7`h 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 ~ .r _. ~.~~.~ ~~:~S.~b~-tA~1~1~k~ ~a~~~'~~' ~~bi~~,...a_5~_.r~.'.~ ~.~sE ,r 'F h., ~1. ~~'~~ _~~~,~~.-=~~' November 7, 2006 ..9857 St. Augustine Road, Suite 5 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 ,- - ~ _ 5 '1 .. r, M ~ , 1 Ica ~_~ it fr ~ ~ i ~ 'c'4 '1~1~M/~S~/~~i~_:d~~"t.-i&9~~®~i7.,u~ ~ .~~1'SiE~ .... _.,_~_ ~/Y'1..~_ l.-_~T._.,~ __-- -- ~//~~a~ s-.------,~ `~ `VSI~,I/f'/ /, ~~ ~ , ~ ['LANTIC BEACH ,, ~ ~ ~. ~,s EW SHEET J ~ i `° ~ i ~~ ~~ S ~ ~, C~l ~pt~CJ it public Works & Public Utilities Departments ` - - /~ 1200 Sandpiper Lane da 32233 Atlantic Beach, Florida 32233 ~~.,.~~ f,..,-,,~.,,, (904) 247-5834 (904)247-5845 Fax (904}247-5843 Fax PLAN REVIEW COAZMENTS Permit Application # ~ ID ' ~ `~~ 7 J Property Address ~9/ Applicant: ~`~ ~~ Project: f ~? ~ ~ie ~ l,t..° ,/C ~I91 o G~~. L. This permit application has been: Approved as noted by the --~~'~ Department. ~'~ Final application approval must come from the Building Department. ~~ j~ Reviewed and the following it ~ s need attention: - , /~/~ ~~ G-0~r~ 7~ ~(~~ CC n~ • ~ fL' -' C~Nbc7 l~fi S 1 2 ~, ~. V Reviewed By: Date: / d Date Contractor Notified: ___. ~r 1' z~ ;~r~-~r~ TV ~ ~- ~~ ti ~ . ~'G ~~ 13 ~D _ _ ~ a~~' ~`~~ ~S /~u ~ r~ Hwy ~~ ~/.S'.G . 13 // r~ D~~s LC o- a~ 5 ~- ~ ~ I G' ,~5~ ~ ~v ~S I a,~, !5~ ~v CoM f'° w!>/f' ~ ~ ~~ • ~• ~ ~~ is , f ~/~C ~~i ~~~ GII~ c1 ~/ LCs .~ "~, a~o~ :~?7 ~ brG ~'~t~ o . ~ o . /'Z B 5 ~~ z. S w uj A Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. a 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. Kafuzniak Public Safety .~ ~l7~ ~~ ~W ~~~ ~~ N ~~`~ ~T~ ~Nwr6.ur ~ / 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 Suh-Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6000.04 for additions of 600 square feet or less, site-installed components of menufaclured homes, and renovations tc single- and multiple-family residences. Altemadve methods are provided for atltllticns by use of Form 6008-04 or 600A-04. PROJECT NAME: ' UILDER: AND ADDRESS:- PERMITTING CLIMATE OFFICE: ZONE: 1 ~ 2 ~ 3 OWNER: ~ ~ PERMIT NO.: JURISDICTION NO.: SMALL AUDITIONS TO EXISTING RESIDENCES (600 square feet or less Of conditicned area)..Prescriptlve requirements in Tables 6C-1, 6C-2, and 6C-3 apply only to the components of the addition, not to the existing hpilding. Space heating, cooling, and water heating equipment efficiency levels must he met ony when equipment is installed specifically to serve the addition or is heing installed in conlunc6on with the addition construction, Components separating unconddionetl spaces from conditioned spaces must meet the prascdbed minimum insulation levels. RENOVATIONS (Resitlentlal buildings undergoing renovations costing more than 30 % of the assessed value of the building). Prescriptive requirements in Tables 6C-1 antl 6C-2 appy only to the componeMS and equipment being renovated or replacetl. MANUFACTURED HOMES AND BUILDINGS. Only site-installed components and features are covered by this lorm. BUILDING SYSTEMS. Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 2. Single-family detached orMultiple-family attached 3. If Multiple-family-No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab-on-grade (R-value) b. Wood, rased (R-value) c. Wood, common (R-value) d. Concrete, raised (R-value) e. Concrete, common (R-value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) b. Ad]acent: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) c. Marriage Wails of Multlpie Units' (YesMo) 10. Ceiling type and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 17. 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 I existing, none) 13. Air distribution system* a. Backflow damper or single package systems` (YeslNo) b. DOcis 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 components. 3. g.. ^ 4. T` s. ~ . 3 Single Pane Double Pane 6a. sq. ft. sq. ft. 6b. sq. ft. sq. ft. 7. Ba R = lin. ft. Bb. R - sq. ft. Sc. R = sq. ft. Sd. R = sq. ft. Be. R = sq. ft. 9a-T R = sq. ft. 9a-2 R . sq. ft. 9b-1 R = sq. ft. I 9b-2 R = sq. ft. 9c 10a. R = sq. ft. 10b. R . sq,ft. 11. Type: ~~j' ~~ SEER/EER: T2. Typ . HSPF/COP/AFUE} r 1 13 13 I 14. Type: EF: I hereby certify that the pia~ts and specifications covered by the calculation are incompliance wdh Review of plans and specifications coveretl by this calculation indicates compliance with the Florida the Florida Energy Cotle. (, ~ ~, r 1 1 [- Energy Code. Before construction is completed, this building wilt be inspected for compliance in ~\ l G~~t~ e ~ accordance with Section 553.908, F.S. PREPARED BY: ~ bATE ta~,-,~"9 ',-!h.'A' I hereby certify that this buildingg lance with the Fioritla Energy Code: UILDIND OFFICIAL: 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 1085 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904-287-5339 Fax: 904-287-1258 Email: energydesignsystems(SJgmail.com ~ ~ ~ • For: Typical Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, Fl ~- • • • Htg Clg Infiltration Outside db ((°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - ~ Inside humidity (%) - 50 Moisture difference (gr/lb) - 65 • Component Btuh/ftZ 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 windows ~ 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 wood°ws Cooling at 80 %SHR = 1.5 ton Cooling air flow = 471 cfm/ton Cooling at 70 °I° SHR = 1.7 ton Cooling at 400 cfm/ton = 1.8 ton Overall U-Value = 0.135 Btuh/ftZ-°F WARNING: window to floor area ratio = 8.9% -less than 10%. ,~, wr~ghtsofC Right-Suite ResidentialTM 5.0.66 RSR297a4 2008-N°v-01 12:27:20 fICCA C:\Documents and Settingslcustomer\My DocumentslWrigntsoft\D. Lee Ross "fownhouse,Ahem St.•7ypical. 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: 904267-1258 Email: energydeslgnsystems(d gmail.com ~ ~ • • For: Typical Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI Notes: Design 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 foss 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 Heating Cooling Area (ftz) 976 976 Volume (ft') 8298 8298 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~gl->t'tso-Ft Right-Suite ResidentialTM 5.0.66 RSR29764 2006-Nov-01 12:27:21 .AC+/A C:\Documents and Settingslcustomer\My Documents\Wrightsoft\D. Lee Ross Townhouse,Ahem St: Typical. Page 1 APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000-D4 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 ERiciency Cade may be demonstrated by the use of Form 600C-04 for additions of 600 square feat ar less, site-instatled components or memd~MurcA hmm~s ann renmrarinns to sinole-and muttidte-family residences. Altematlve methods are provided for additions by use of form 6006.04 or 600A•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-t, 6L'-z, and tie-s appy Dory to me components or me admnon, nor to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifiralty to serve the addition or is being installed in conjunction with the addition construction. Components separating unedntlitioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing mare than 30 % of the assessed value of the building). Prescriptive requiremems in Tables 6C-1 and 6C-2 apply only to the componems and equipment being renovated or replaced. MANUFACTURED HDMES AND eUlL01NGS. Only site-insta6etl componems and features are covered by this Corm. BUILDING SYSTEMS. Compy when complete new system Is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 2. Single-family detached or Multiple-family attached 3. If Multiple-family-No. of units covered by this submission 4. Condkioned floor area (sq. ft.) 5- Predaminant cave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to Hoar area fi. Floor type and insulation: a. Slab-on-grade (R-value) b. Wood, raised (R-value) c. Wood, common (R-value) d. Concrete, raised (R-value) e. Concrete, common (R-value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) b. Adjacent: 1. Masonry {Insulation R-value) 2. Wood frame (Insulation R-value) c. Marriage Walls of Multiple Units' (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 1i. Coolingsystem* (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. ~OI'~, ~ 2. t 3. ~ - 5. I . ~ Single Pane Double Pane fia. sq. ft. sq. ft. fib. sq. ft. sq. ft. 7. Ba R = lin. ft. Sb. R = sq. ft. 8c. R = sq. ft 8d. R = sq. ft. fie. R = sq. ft. 9a-1 R = sq. ft. 9a-2 R = sq, ft. 9b-1 R = sq. ft. 9b-2 R = sq. ft. 9c 10a. R = sq. ft. 10b. R = sq. ft. 11. Typa:~ ~_n~y' SEER/EER: 13 12. Type:~Q- C HSPF/COP/AFUE:'1 13a. 13b. 14. Type: A P ~: I hereby certify that the plans and specifirations covered by the calculation are in compliance with Review of plans and specifications covered by this calculation indicates compliance with the Florida the Florida Energy Cade. Energy Code. Before construction Is completed, this hulloing will be inspected for compliance In ~%~~-Y r ~ ~ ~ . S ` t accordance with Section 553.908, F.S. PREPARED BY: 1 DATE: u yj ~ ~ 1~ UILDING OFFICIAL: I hereby certify that this building I compliance with the Florida Energy Cade: OWNER AGENT: GATE: DATE: FLORIDA BUILDING CODE -BUILDING 13-D.33 RIGHT-J BUILDING ANALYSIS REPORT Entire House Energy Design Systems Job: ~oi3oios 1085 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904287-5339 Fax:904287-1258 Email: energydesignsystems@gmail.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 - L Inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 Heating Component Btuh/ft2 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 Wlndows~ Doors Goofing Component Btuh/ft2 Btuh °/D of Toad 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/ft2-°F Data entries checked. ,~ wrightsoft Right-Suite ResidentlalT"" 5.0.86 RSR29784 2006-Nov-01 12:29:31 ~ C:1Documents and Settings\customerlMy Documents\WrigMsoftlD. Lee Ross Townhouse,Ahem St.-Center U Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 10/30/06 1085 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904287-5339 Fax: 904287-1258 Email: energydesignsystems(8gmail.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 Summer Design Conditions Outside db 39 °F Inside db 72 °F Design TD 33 °F Heating Summary Building heat loss 12364 Btuh Ventilatlon air 0 cfm Ventilation air loss 0 Btuh Design heat load 12364 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 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 Heating Cooling 9 Area (ft ) 12 912 Volume (ft') 7728 7728 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 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 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~+ghtsoft Rlght-Suite Residential T"" 5.0.66 RSR29784 2006-Nov-01 12:29:32 ~C(\ C:\Documents and SettingslcustomerlMy Documents\WrightsotilD. Lee Ross Townhouse,Ahern St-Center U Pege 1 ~'11~. ~ E:~ A C4P NOTE: SEE INFkYIDUAL T'~5T REPORT(S) FOR OP RA1'ItIGS AND MAXiIiM,lN AI.i.O1NA8LE SIZES. t3etter8ilt poars d. Windows / CapH'td Windows b Doors appnedates your recent purt;hase of a maintenance- troe prime window, which Wai rid rust, rot, mildew. or warp. This is a quality product that left our factory in goad condition -proper handling arrd tnstallatian are just as impotrlar-t as gaol design and warkmanshlp. Please follow these r+eoommendations W sllaw his product to oomglele its function. t. Hander units one at a time in the dosed and locked position and take Cate hat to watch frame or glass or to fiend the Waiting fin. I'tace a continuous head of caulk on the dock side of nail fin (mounting flange). 2. Set unit pWmb and square into Opening and make sure that there is 3/16' ± iMtl' dearance around the flame. Fasten unit into opening in the c~o'.•ed and locked position, making Swe that fasteners are screwed in straight in order to avoid twisting ar bowing of the frame. Make Sure that sill is straight and level• Cttedc operation of unit fl+egtuently as fasteriecs atre set. 3. Use ~ tl sheet metal or wood screws wr'Ih a minimum of 1' penetration into the wood framing (stuff. place first screws (two at each oorreer) 3' maximum from end of fin. For positive and negative DPs (design pr+essun~) up to alt, da not exceed 2;° spacing of additional screws. For DPs from 36.1 to 56, do not exoe+ed 1ti" spacing. For DPs from 55.1 to 89.3, da nol exceed 12" spacing. ~. Caulk entire perimeter of fin to mounting surface joint and caulk aver screw heads. Note: this step can pe efrririated t< d' wide adhesive type flasnitg i5 used (sill t'~, lambs 2"a, tread 3'g. 5. FiN voids ia~etween frame atnd constnidion with loose batten-type insulation pr nortexua~tdirfg aerosol foam speaficaily formulated for windows and doors to eGrninate drags. Tt~~ of e~ndino aerosol type insulating foam, which can bow the frame, waives a~ stated warranties. ~~ t•xNS exa~iM~ . ~Z) ~- . B. Remove plaster, maRar, paint, and debris that has coNeded on the u1u! and' rr:ake acre tizat the sash tracks and interlocks one also dears. l~ not use abrasives, solvonls, arrimoriia, vmL(lac', 9lkaJiriE; or~ acicl,salutions for dean up. •~•s~~.311y w~rh ~rryc;,a:ed r;tass units as their use could cause Chemical breakdown Ot the g{asr. seal. Taloe Care nW 4o scxatch glass; scxah~ies severely w9adcen glass and R coaki etrent~ halttt thermal expansion artd condadiari. Clean ixH1s with water and mdd detergent. 6ui ?t?D4 ~flreg l~~ect;~ ^AUTI Dl-rlslon .., ~,~., FZ, t3etterl3ilt doors ~ Windows 1 Capital Wrndows 8 Doors or lls ~~m ~".`.~ ~ alt~aillaAie• and carxiot assume responsibility for the selection arW placement ad their products in a buBdingc_ture in a ma aired by taws, statutes, arrdlor building codes. The purchaser is solely responsible for knowled6e-"af~ mince to the same. Better8iitt /Capitol window products are not provided with safety glazing unless speaFn arderedwith such. Many laws end codes require safety glazing {tempered glassy near doors, tsatMub4s. and stttower enclosures. Also, be aware of other code requirements such as emergency egress and strucxurat J erwrgy performance. Corporate Headquarters: - ~ _ ~ ; www.mihp.cam M.t. Home Products Eric Nielsen, P.E. #0041323 : ' , • ~'';' r , , • . 7 y'~,. 650 Wes! Market St. Product Technology Corporation ~ r`. ~ ~, .• r ~• ~tirfi%'~~ . ;. Gratz, PA 't7f13Q-0370 ' 71st? Louisiana Ave, Suite B ~I~ : ~ .~'~ ~ '~ ~ • n. r (T1J~ 365-3300 Winter Park, Florida 32785 ~~ ~~ ~'• `'•• t~ r: 407 szz-saa4 _~ . ~ ~~ " www.ptc-corp.com ~ z•~~l;Y~l~ „ -~'' arxrm~s ..•: i~d Arthiteetural Testing tlu+~aii4e ++t~Ne t~~ttroER C ESC QP IANC$ KEEP 1'FtIS PLAN ON J48 SEP 2 1 21104 Bt+ikUr-g Ina,.ect+on DiYisian --1ax.. FL. Exarntnlr Sianaiurp' •_,._...__.._.. ___.._._ 4kense Na. ANSIIAAMAINW'WDA 101li.S.2 97 TEST REPOYtT Rendered to: MI HONE PRODUCTS, IlwiC. SERIESlMODEL: 1$55St31$SSH PRODUCT TYPE: A[umluum Single Hung and Oriel Windows Sun~na of Results Title Test S ecimen #1 Test S en t{2 Ratio H-R55 53 x73 H-RSS 53 x T3 Oriel d tin Force 1 S lbf max. 151bf max. Air Infiltration 0.06 cfrnf 0.03 cfm! Water Resistance Test Pressure 9.3 sf i9.3 sf Uniform Laad Deflection Test Pressure +56.7/x61.5 f +56.7/-69.3 f Uniform Load Structural Test Pressure +$5.051-92.25 f +85.05!-144.0 sf Forced En Resistance Grade 10 Grade 10 Reference should be made to ATI Report Idet-tsficatiot! No. Ol-4S484.02~far complete test specirreen description and data t 30 Derry Court York, PA 17A02.94U5 phone: 7'1 i•76+1-77W fsx: 717.764-4t29 www.archtest.com ~•~ Architectural Testing AN~.iIA~-MAtNWWDA 101.1x.S,Z-~7 TEST REPORT ReBderod to; NQ HOIVIE PROD'ETCT3, INC. P.O. Box 37fl Gratz, Pennsylvania 17430-0374 ATI Report Identification No.: p1-46984.42 Test Dates: 09115/43 Through: lOtfl7103 Report Detc: 46/11/04 Expiration. Date: 10/87!07 Project Seaamary: Architectural Testing, Inc. (AT)7 was contracted by MI Hake FtQduets, Inc. to perfMat testing on two SerieslModel 1855H/31855H. aluminum singe htrag and aniel windows. The samples tested suscessR~lly met the performance requirctnents far the following ratings: Test Specimen #1: H-RSS 53 x 73; Test Specimen #2: H-RSS S3 ~ 73 (Oriel). Test specimen des<xiption and results are reported herein. Test S~ecificatios: The test specimens were evaluated in accordance with ANSUA~~1~iAlNWti'UDA IOIfI.S~,2-97, t~oleintr~ry Specifscatio~rs jor Alu~~'~~~~jia~nd~t if~ood ~indaws acrd Glprss Deers. R$VIEVP~I~ j'i'QR COia$ CQMPI.,LANGE Test Speciaren Description: K£ER ~TNIS PLAN Qh 108 SerieelModel: 1$SSH13185SH SEP ~ 1 zQOa Product'f`yge: Aluminum Single Hung and Oriel Windows Bniiding InsteGk-On UIYISICQ -1ax., FL. Test Specimen #i: H R55 53 x 73 xam:ner suture License tVo., ._..._ Overall Size: 4' 4-1/$" wide by S' 11.3/4" high Active Sash Size: 4' 2-3/8" wide by 3' 0" high Fixed Daylight Opening Size: 4' 1-3l8" wide by 2' 8-5/8"high ScreeA Size: 4' 2-3/4" wide by 2' 11-1/2" high ~ 3C1 Derry Court York, PA 17401.44U5 pharie: 717.76M7700 fax: 717-7644t29 www.arChtest.cam Architectural Testing Test Specimen IIescrigtian: (Continued) Test Specimen #2. H-R55 53 x 73 (Oriel) Overall Size: 4' 4-1/8" wide by 5' 11-3/4" high Active Sash Size: 4' 2-3l8" wide by 2' fi" high Fixed Dayligi~t Opening Size: 4' 1.3/8" wide by 3' 2-9/16" high Screen Size: 4' 2-3/4" wide by 2" 5-7116" high ?'he following descriptions apply to all speclmess Finis: All aluminum was anodized. O1.46984,42 Page 2 of 8 Glazing Details: The window utilized a 118" thick sheet of clear tempered glass exterior glazed onto a glazing compound and secured with PVC snap-fzt glazing stops. Weatherstripping: Description 0.187" backed by U.23fl" high palypile with center fin 0.187" backed by 5/16" diameter vinyUwrapped dual-fin foam bulb gasket 7J8" by 51$" by 0.190" high polypile dust plug anti Location 1 Row Fixed meeting rail and stiles 1 Row Bottom rail 2 Per Window Ends afeach interior meeting rail on Test Specimen #2 only Frame Codstrurtion: The window frame members were constructed of extruded aluminum. An ah~mirn,m vertical sill leg extension was sealed to the sill with silicone. All corners were coped, butted, sealed, and fastened with two #8 by I" panhead screws. The ends of the fixed meeting rail were sealed and fastened with two #$ by 1-1/Z" panhead screws per jamb. Sash Construction: AIl sash members were constructed of extruded aluminum. All corners were coped, butted, sealed, and fastened with two #6 by 1" panhead screws. ~~~,. Ol-4b984.U2 Architectural Testing Page 3 of S Test Specimen Description: (Continued) Screen Construction: All screen members were constructed ofroll-formed aluminum. All corners were keyed. The screen mesh was secured with a flexible vinyl spline. Rardware: Description uS) anLty' Location Metal sweep lock 2 8" from ends of each interior meeting rail on all fast specimens Block and tackle 2 Une 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 2 2-114" from tog of each stile on all test specimens Metal spring retainer 2 Ends of screen tap rail on 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 rail on Test Specimen #2 only Drainage: Description ti Location 1-3/S" wide by 5/16" 2 Ends of center vertical sill leg high weepslot 1- l /8" wide by 3/ 16" 2 Ends of exterior verkical sill leg high weepslot 114+' wide by 1/8" 2 Bottom of each jamb draining the high weepslot jamb hollow on Test Specimen #2 only 118" diameter weephole 2 Mids an of each 'amb at ends of the flxedprneeting ra~ on Test Specimen #2 only ~•~ 1'~~ O 1-46984.02 Architectural Vesting Page4of8 Test Specimen Description: (Continued) Anchorage: Description. uanti ~tign 3116" 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 tap of each jatrab on Test Specimens # 1 and #2 12 by 2" flathead screw 2 32-3!$" lsorn bottom of each jamb on Tcst Specimen #1 #12 by 2" flathead screw 4 32-3l8" and 28" from bottom of each jamb on Test Specimen #2 only Reinforcement: No reinforcement was utilized. Instalta6on The window was installed into aSpruce-Pine-Fir #2 2x10 wood test buck with ten 3l16" by 1-3l4" Tapcon fasteners and two (four on Test Specimen #2) #12 by 2" flathead screws. The Tapcon screws were located 3" from each end and midspan of the head and sill, and 3" firom each end of the jambs. The #12 by 2" screws were located 32" from the bottom of the jamb on Test Specimen #1, and 32" anal 2$" on Test Specimen #2. The exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: 1'araexa~h Title of Test - Test 1Vlethod Results A owed Test Specimen #1. H-1355 53 x 73 2.2.1.6.1 Operating Force 15 lbf 301bf max. 2.1.2 Air Infiltration per ASTIVI E 283 1.57 psf (25 mph) 0.06 cfmlft 0.3 cfm/ft~ max. Note #l: The tested specimen meets the performance levels specked in ANSI/f1ANf.4/NWWD~i IOUI.S.2-97. for air infiltration. ~•a ~~~ 01-~4b984,Q2 Architectural Testing Page5of8 Test Izesuits: (Continued} Fara;~raph Title of Test ~ Test Method Results AIlowed Test Specimen #I: H-R55 53 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'. 2.1.4.1 Uniform Load Deflection per ASTMI E 330 (See Note #2) 2.1.4.2 Uniform Laad Structural per ASTM E 330 (See Note #2} 2.2. I .b.2 13eglazing Test per ASTM E 987 In operating direction - 70 Ibs Active meeting rail 0.10"/20% O.SO"1100% Bottom rail 0.10"IZO% 0.50"/100% In remaining direction - 50 lbs Left stile 0.10"120% 0.50"/100% Right stile 0.10"120°r6 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 1 through AS; A7 No entry No entry Lock Manipulation Test No entry No entry ,~~ r~ '~~ OI-46984.02 Architectural Testing Pagebof8 Test Results: (Continued) Test Specimen #l: H-R55 S3 x 73 (Continued) Para~a-aoh Title of Test -Test Method Results Allowed Optional Ferformance 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 tl~ faced meeting rail) (Loads were held for 30 seconds) 56.7 psf (positive) 0.74" See Note #3 61.5 psf (negative) 0. $2" See Note #3 11~'ote #3: The Uniform Load Deflection test is not at requirement of ANSIlA141bfAlN1~WDA IOl/I.S.2-97 for this product designation- The deflection data is recorded in this report for special code compliance and information only. 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the faced meeting rail) (Loads were held far 30 seconds} $5.05 psf (positive) 0.09° 0.21" max. 92.25 psf (negative) 4.41" 0.21" max. Test Specimen #Z: H-RS5 S3 x 73 (Oriel) 2.2.1.6.1 Operating Force I S lbf 301bf niaac. 2.1.2 Air lnfrltration per ASTM E 283 1.57 psf (25 mph) 0.03 cfm/fl 0.3 cfmlfiz max. 2.1.3 Water Resistance per ASTM B 54? (See Note #2) . 2.1.4.1 Uniform Load Deflection per ASTM E 330 (See Note #2) 2.1.4.2 Uniform Laad Structural per A5TM E 330 (See Note #2) a ,~~ 01-46984.02 Architectural Testing Page?of8 Test Results: (Continued} Test Specimen #2: H-R55 53 x 73 (Oriel) (Continued) Parasranh Title of Test -Test Method Results Allowed 2.2. I.6.2 Deglazing Test per ASTM E 9$7 In operating directian - 70 lbs Active meeting rail 0.10"120% 0.50"/100% Bottom rail 0.10"/20% 4.50"/100°/n In remaining direction - SO lbs Left stile 0.10"/20% 0.50"/140°/a Right stile 0.10"120°!0 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 1 through A5; A7 No entry No entry Lock Manipulation Test I`~Ta entry No entry Ontiona! Performance 4,3 Water Resistance per ASTM E 547 (with and without screen} 9.3 psf No leakage No leakage 4.4. i Unifatm Load Deflection per ASTM E 330 (Deflections reported were taken on the fixed meeting rail} {Loads were held for 30 secands) 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 fixed meeting tail} (Loads were held for 30 seconds) 85.05 psf (positive) 0.03" 0.21" max. 104.0 psf (negative) 0.04" 0.21" max. '~~~ 0 L-46984.02 Architectural Testing Page 8 vf8 Detailed drawings, representative samples o~f the test specimen, and a copy of this report will be retained 6y ATI far a period of four years from the origins! test date. The above r~asults were secuzed by using the designated test methods and they 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 certifcation program administrator. This report may not be reproduced, except in full, without approval of Architectural Testing, Tnc. Far ARCHITECTURAL TESTING, INC: t. A~ i ( ~f .t~ .~~~~~~~~' 006 .. .'h } O~dYfy 9pt~iby:A~m A FoOOr Adam Fodor Supervisor -Product Testing p~ z 2/ Oip~rSpud6y: &euan k tXi[F~ Steven M. Urich, F.E. Senior Project Engineer AF:vfm O1-4G984.02 ~7T~CW/u~',vr ~"~ M I A M I~DADE BUQ~DING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADS FLA(~LF.R BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Ml 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. If this product ar 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 D185SH/D3185SIP' Aluminum Single Hnng 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 OZ/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 yr 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. ~I/ (~~ c NOA No 03-1215.02 t ~ Expiration Date: March 04, 2009 Approval Date: March 04, 2004 b~ Page 1 2~ 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 202-94 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, Inc., Test Report No. ATI 03056, dated 11/11/03, signed by 3oseph 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 02110/04, 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 l?4, 2009 Approval Date: March 04, 2004 E-1 * MI HOME PRODUCTS a 650 WEST MARKET STREET • GRATZ, PA • 17030-0370 SERIES SETTERBILT D185SH/D3185SH ALUMINUM SINGLE HUNG WINDOW GENERAL NOTES: i. THIS PRODUCT IS DESIGNED TO COMPLY WITH 7HE "HVHZ" OF THE FLORIDA auTLOINC cooE. 2. WOOD BUCKS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 STRUCTURE AND TO 8E RENEWED BY BUILDING OFFICIAL 3. PRODUCT ANCHORS SHALL 8E AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE BEYONp WALL DRESSING OR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE TABLE THIS SHEET. 5_ IN57AUATION OF THIS SYSTEM IN HVHZ AREA REQUIRES 7HE USE OF APPROVED SHUTTff2/EXTERNAL PROTECTION DEVICE COMPLMNG WITH HVHZ REQUIREMENTS; INSTALLATION OF THIS SYSTEM OUTSIDE OF HVHZ SHAL! MEET THE APPLICABLE CODE REQUIREMENTS .FOR WINOBORNE DEBRIS PROTECTION. 6. THIS PRODUCT MEETS WATER REQUIREMENTS FOR HIGH VELACITY HURRICANE ZONES. 53.7 25" MAX. OVERALL ' FRAME WIDTH 49.375° MAX. D.L.O. WIDTH I J ~~ ~ '1/~ I a ~ o J w~ - J No o w x 1 3 ~ °M' X Q g `~ ~ X / r` ~N NXO J r ~ ~ ~ o N 53" x 73" SINGLE HUNG WI NDOW CIRCLE TOP ORIEL 53.125" MAX. OVERAI.I FRAME WIDTH 49.375" MAX. D.L.O. WIDTH 53.125" MAX. 36" MAX. OVERALL - OVERALL FRAME WIDTH 33.313° MAX FRAME WIDTH D.L.O. WIDTH _ 49.375" MAX. ~ D.L.O; WIDTH 2 2 ~ ~ ~o ~ ~ ~ J II] J ~_ ~~ N J ~ ~~ 0~ M ¢r Nx M z 3 o W ~ ~ 3 / ~ ~ Q' ~ '~"~ ~ ~ a n ~,, z /G ~ I ~~ f ~ /~ inO q °p ~N ~U = irk I~ N 0 V] '~'t J ' p O ~ X ~~ ~ M f r1 53" x 73" SINGLE HUNG WIN DOW 37° x 84" SINGL E HUNG W N1 DOW 36° MAX. OVERALL FRAME WIDTH 33.313" MAX 36" MAX. OVERALL . FRAME WIDTH 33 313" MAX /~1 Q.L.O. WIDTH ~ 1 D.L.O. WIDTH I ~ ' ~ I J w= S _ o O O Y N J r ~ O xQ ~ ~w 1 3 i°n . ¢~ ~W - ~ E ` mxxZ ¢ ~ /~ NXO Q J O Q ~ ~ ~ try ~ ~ ~ ~ 0 ~ I /1 ~ J ~ . o J = O 1 ~ ~ N ~ M Z 4 W g ~ X / // r ~y ~O O ~ r` N O 53" x 73" SINGLE HUNG_ WIN DOW HALF GRCLE 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, BILL OF MATERIALS 37" x 84" ~,NGI_E HUNG WINDOW CIRCLE TOP ORIEL DESIGN PRESSURE RATINGS (PSF) GLASS MAX. SIZE OP POS. DP NEG. 1/8" Temp. OA 53" x 73" +56.7 -69.3 1/8" 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 ' ~ i J I / X W S= ~ ~O O ~ ~n -! 1 /~ ~~ ~ ~ 3 o .n _ ¢~ i(7 -~- - ~ ~ ~ ~ O M ~ ~ 37" x 84" SINGLE HUNG WINDQ~V HALF CIRCLE TOP ORIEL r ~lyiy e Bn N cp ~ w w m n u ~ ~ ~. ~€ ~~ap~ ey •K 't Yi d ~ O~ Y N > O! O cz, n° ° E cr n '~ c my x v oZ ~m•9 oo.~a ~ m~ 6 U~3 dfZ N~ o~ z J W J Z0. ~~ N.T.S. er; TJH ~: Rw ~ x~ 5-2422 1 uF ° N I~ ti N X G n x~ 0 rn n O Z 1.25" MA. EMB. a a . Qa. •d Q' 1.34" MIN. EMB. ~~ 1 x ~ 3 i N ~O~ Z~ ~O ~D r r 0 pXN 1~ ~n Q T. -~I ~ O Z C1 (*y1 Dm r cn c~ Z W .25" MAX. SHIM S fOR OVERALL HEIGHT 1.19" MIN EMB. Z of m `~ Nm z ~ rn ~~ • r 1.25° MIN. EMB. n d . 'e~ 9 A •.,~ , d 4 < a d T ZN m Om m N fTl wZm ~~ r ~ Y > VVVV~• BVILf`1(JG CONEVLTRi~IT$, INC. ~ x ~ ~' ~ NON-IMPACT SINGLE HUNG Gj~ ~ ~ ~ ~ •• _. WINDOWS RECTANGLE. .! ~P.o, gox 230 Valnec',rL .3:3595 ~ CIRCLE TO FL OREIAL Phone No:: X73.839.9197 N Floritlo Bxrti o~'Pw' aional Enginaaro Certlficvlr. f Aut~xa` otton No, 981J ~ N : ~ s ti yo 2 011 044 C RREC 0 A RW PART OR ASSEMBLY: z/~o/o4 iv VERTICAL ~~' ~+ NO GATE _ BY CROSS SECTIONS a.,aan >! .E M `.+435® ------ SEE SHT. 1 ELEVATIONS FOR OVEKHLL rtti~rti $ ~ 0 ,o ' _625" GLASS c~ Y = ~ N ~ 1 46" MIN. BITE 21 ^ ~ ,~ w O1 . ' EMB. M ~ ~ n ~ ~ ~ 'r ° a ° .25" MAX. ~ 2 ~ ~ . i u n n o '1' F 2 'v '- SHIM ~~ z ~ k" Em F ~' ~.t a J ' 1 C9tn ~ ~_ ° 8 - . . o~ 21 2 tai < W E t > ri-o t ' 20 1- 7 (/1 ~ zom u N 4 • Q p p _ x .m x D' ') ~ 3 9 .qo Y ~ 5 r o o S m ~~ . ' 9 2 2 ~f16" ANN~'~O GLASS ~ '° GLAZING DETAIL o p~ :, ' p° ,~ GLASS TYPE "A" a V~1 ° .> 19 N z ETA 1 2X a 2 9 21 2 ~ C1 ? w p NOTE 2 SH 3 Y ~ w J °' ••PO v ~ .625" GLASS = 2 ~ ~ "~¢ . BITE N ic~~°`I No O ~ o ~ oN HORIZONTAL CRO r~ 3 .W/2X BUCK SS SECTION ^1 ~N~ ¢3 w uW, ~~ o 7 Z ~ V ~ ( ~ z IN• 1 2 1 8' TEMPER D GLASS ~ a EMB. . 9 GLAZING DETAIL GLASS TYPE "B" ~ ~ = 3 r m 2 24 ' °a ' • d ' e ° .25" MAX. ~I ~ z ~ ? ~ m w N 0 29 ~ SHIM ~ ~ N g NOTES: ti o ~ o v' 1. THE MAIN FRAME HEAD, SIDES AND SILL ARE CONNECTED o ~' 1 ~ 1 - -~ TOGETHER AT EACH CORNER WfiH (2) ITEM #11, A .. n w F 21 22 21 2 w ~ 7 #8 x 3/4" PHILLIPS PAN HEAD SCREW. THE SCREWS ~-- m ° 20 7 m o B m p RUN FROM THE HEAD DOWN INTO THE SIDES AND FROM ~ ~ J ± THE SILL UP INTO THE SIDES. ~ - ' p ° ' - - _T 2. THE FIXED MEETING RAIL. I5 SECURED TO THE SIDES " P I 2 a m I ~ TH ( ) EACH SIDE ITEM #12, A #8 x 1 1/4 W HILLIPS c 9 8 PAN HEAD SCREW, v n 3. THE SASH CORNERS ARE CONNECTED TOGETHER WITH o ~ .. - (2) EACH CORNER ITEM # 13, A /j6 x 3/4" PHILLIPS ' o 0 a PAN HEAD SCREW P ° a 19 19 . N ^ z SEE GENER L •~ 9 9 ~~ 10/27/D3 A 1X 21 22 21 2 0 ~~~ S ~ NOTE 2 SHT. 1 2fi 3 3 ~*~ ~ . ' N.T. D V owc. er: 7JH v' ~ cwc. ev: RW G1 HORIZONTAL CRO SS S CTION l~1~ HORIZONTAL CROSS ECTION wawwc No,: 3 W 1X BUCK 3 SHOWING SASH CAM MASONRY & BUCK N07 SHOWN 4 ~- 5-2422 srieEr 3 or 5 ~' 3" (4j EQUAL SPACES a 3" 3" ~ 3° a SEE NOTE 3 N a L~ r1 27 28 ~ ~ ~ NP 8 w~ 27 28 T ~ iv 3" 3" ~, T ~ I ~ 27 28 ~ I ~ ~ ~ 2 27 28 SEE 'h 27 ~ ~ ~ ~ ; _ ~ o ~ . ~ N 27 27 ~ NTYOP~ t ~ ~ 29 SEE iv 27 ~ 27 `~ SEE ~ 27 28 27 ~ ~ '° ~ m .. 29 ~ 29 ~ ~ NpE ~ 2g 29 NOTE 1 27 2g NOTE 2 ~ ~' c~ a ° T. / TYP 29 ~ TYP E :~ ~ ri o ` , 27 // /~ / `~'oAmY~ 29 %Ji ~ N 27 %l~ c c. N •• o /// ~/~/ ~P x ~ m .1., _ 27 Yfr e ~ ~ S = ~ ' 29 aT ~ ~ ~ 27 -fit ~..~ ~' ~ ~ ~ ~ tin 27 "~ 27 27 is ih `° 2 _, 'n I 27 29 "' 29 1 M 1 29 27 29 ~ L M~ 27 29 27 29 ` M ~ 29 27 29 ~_ x~~ ~ _i_. c~ o •-~ -T- 14 --~- -~- I ---y- va .t; o 3„ 3„ =_I ~~ ~ ~ ~ 3„ 3" -~i f' `rnl'- `r7 ~`1 l'- 3" 3" -^{ ~-^- •M `rte -'~ ~- 3" ~1 ~~ J ' ~~ F°- m z 37"-x1814`" SINGLE HUNG-WINDOW 37" x 84" SINGLE HUNG WINDOW ~7" x 84" SINGLE HUNG WINDOW X53" x 73" SINGLE HUNG WINDOW ~z~ :( HALF CIRCLE TOP ORI L CIRCLE TOP ORIEL ~ ~ 3U ~ z ~~o o SEE NOTE 3 Cr`5 & z TYP ~O~PL SPP 3„ ~ iv u 3 ~ ~ 27 28 3 ~M~ 27 28 _l ~ 27 28 ~ w N l ~ 27 28 ~ 1 SEE J _J__ /~ ~ NOTE 2 27 ~ ""' SEE NOTE ~ TIP NO-T~`= ~ ° ~ 2 TYP 1. FOR UNITS SMALLER THAN 30"x60" DO NOT INSTALL ANCHOR AT ~ o o_ 29 ` ~ ~ 27 CENTER LOCATION. N 27 N 27 ~ / 2. FOR UNITS SMALLER THAN 53"x60" OR SMALLER THAN 30"x66" p0 NOT o ~ ~ 29 29 2g INSTALL ANCHOR A7 CENTER LOCATION. F- 3. FOR UNITS SMALLER THAN 3B"x86" DO NOT INSTALL ANCHORS AT w EITHER SIDE OF CENTER ANCHOR A7 HEAD AND SILL JAMBS. ~ a a 27 ~ "~ //, ~ ip ~ p w } ~ 11 O~ I- ~ v 29 ~ c~ ~ / 27 n NOo -~ °ctE: i 0 27 03 ~_._~ 3" ~.•-- 3" r wMYM scams: N.T.S. ' ~ 3" SEE NOTE 3 ~~ M V SEE NOTE 3 ~~ ~• ~` 7JH TYP TYP cxx. ~': RW (4) EQUAL SPACES (4) EQUAL SPACES MMI onaranc x°' F;" Y 73" SINGLE HUNG WINDOW ~~•~ x 73" SINGLE HUNG WINDOW ~ 5-2422 CIRCLE TOP ORIEL HALF CIRCLE TOP ORIEL SNEEr 4 ov 5 BILL OF MATERIALS !TE DESCRIPTION MATERIAL 1 EXTRUDED ALUMINUM SINGLE HUNG 1/2' HEAD ACM-18501 BY MI METALS ALUM. Z EXTRUDED ALUMINUM SINGLE HUNG 1/2" SILL ,ACM-18502 BY MI METALS ALUM. 3 EXTRUDED ALUMINUM SINGLE HUNG i/2" JAMB ACM-18503 BY MI METALS ALUM. 4 EXTRUDED ALUMINUM SINGLE HUNG FIXED MEEi7NG RAIL ~/CM-18504 BY MI METALS ALUM. 5 EXTRUDED ALUMINUM SINGLE HUNG SASH LOCIf RAIL #CM-18505 BY M1 METALS ALUM. 6 EXTRUDED ALUMINUM SINGLE HUNG SASH BOTTOM RAIL ACM-18506 BY MI METALS ALUM. 7 EXTRUDED ALUMNUM SINGLE HUNG SASH STILE ACM-18507 BY Mi METALS ALUM. 8 SASH CAM I-T85 BY BSI - 9 GLAZING BEAD V- i 85 8Y MI PLASTICS - 10 LOCK 30240-402 BY REFLECTOllTE 11 MAIN FRAME SCREW //8 x 3/4' PHHILLIPS PAN HEAD STEEL 12 MEEflNG RAIL SCREW 8 x 1 1/4" PHILLIIPS PAN HEAD STEEL 13 SASH SCREW 6 x 3/4" PHILLIPS PAN HEAD STEEL 14 LOCk SCREW 8 'x 5 8° PHILLIPS FLA7 HEAD -PTD STEEL 15 SASH GUIDE 80-02-8207 8Y PLASTICS, AZ - 16 WINDOW SCREEN - 7 7 F{N WFATHERSTRIPPfNG .187" x .250" BY AMESBURY - 18 BULB SEAL 32002 8Y AMESBURY - 19 DUST PLUG 5/8' x 7/8" x .25" BY AMESBURY 20 5/8" BLOCK & TACKLE 150 SERIES BY 8SI - 21 GLASS 'A" SGL GLAZED 3/16" ANN. BY GUARDAN - 22 GLASS "B" SGL GLAZED i/8" 7EMP. BY GUARDIAN 23 BACKBEDDING SM-2100 BY SGHNEE MOREHEAD SILICONE 24 BACKBEDDING PURFECTGLAZE-H HOTMELT) - 25 GLASS SHIM 1 8" x 1/4° x 1" 8Y SECON - 26 T/4" MAX SHIM - 27 #12 X 2" PHILLIPS FLAT HEAD SHEET METAL SCREW STEEL 28 3 16" x 3 1/4" ELCO TAPCON ANCHOR STEEL 29 3 16 x 2 3/4" ELCO 7APCON ANCHOR STEEL ~ .045" - O SASH BOTTOM RAIL n ro N 1.8753" m - ~~ ~ ~ .203" '* "_~ N o .187" -j---I + o °? .OS" ~ •.. ~--- 1.4058" ---~ - .357" -f ---- 0 O SASH STILE ®SASH GUIDE BULB SEAL FIN WEATHERSTRIPPING 1.6449" .D5" OI.OCK RAIL wo ~o ~U o~ J~ m~ U~ 1.436" .656" o a o°~ ~] ~ N O ~ I oah: t0 27 0. "~ co ~ oo ~ N.T.S. ,~ ~ ~ ~ AyMsnisageybiK~lMe owc. er: TJH mat anc er: RW 2.188" t ,062" --j ~" ~ orux~NC NO.: 5-2422 O HEAD FLANGE ®$ASH CAM ~~ sN~r 5 ov ° r ° g .~ ~ C ~^ ~ }` Q 81 h ~ O W 9 ~n 'az z M ^ c ~ a8~m~~ ~~~ae r ~~na, J W S o~ N7vi o' ~. z c-a ' ~ N ~~ p O~Z m'om' 2 V ~ ~ ~9ooao S maa ~u 3 i, o a SILL FIN O JAMB-FLANGE ® FIXED MEETING RAIL