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Home My WebLink About06-5848 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 5848 Permit Number: 5848 Permit Type: ADDITION/AL TERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: MOBILE HOME SUBDIVISION Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: Address: 37643 LANDI AVE ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: GRAND HORIZONS Parcel Number: 34-25-21-0090-00000-0880 (; l~' ~~ 'r'~l 'V~JU C INSULATION WALL MISC. L INSULATION CEILING MISC, MISC, MISC, MISC. BUILDING FINAL REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." NO OCCUPANCY BEFORE C.O. . -I. ^ 'fZ _ ~ /- .~. i "r Dd'!- ( , ~ . JLe&- CONTRACTOR SIGNATURE "-1 :; ~~ PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOnCE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 5848 Permit Number: 5848 Permit Type: ADDlTION/AL TERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: MOBILE HOME SUBDIVISION Square Feet: Est. Value: Improv. Cost: 987.00 Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: Address: 37643 LANDIS AVE ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: GRAND HORIZONS Parcel Number: 34-25-21-0090-00000-0880 REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." NO OCCUPANCY BEFORE C.O. ?;;t:J~Jiu!~ ~~ CONTRACTOR SIGNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ~~~==Timm J:, 'v . .. .,', have' read ~ ~uJ.~y agree to the provisions of this instrument. understand and The undersig:%;Led states and affi:z:ms that ,he or she ':is desirous of constructing, renovating, adding to or reroofing his or her owndomici~e;, that he or she actua.J.~y occupies, or w:i.~~ occupy by 'said dom:i.ci~e, and same is not for rent, ~ease orsa~e. That he or she sha.J.~ comp~y with the fo~~owing conditions,: ~. That the owner and he or she al.one sh&J.~ act ,as the bui~derfor a~~ phases of, construction. That the ownerwiJ.:~ comp~y with al.~ provisions of the Ci. ty of Zephyrhi~~s ordinances and. codes pertinent to -the bu:i.~d.ing. , That in the event various phases of COJ1Structi~ are subcontracted, he wi~~ engage on.J.y proper~y ~icensed subcontractors and. w:i.~~ personaJ.~y supervise such work., That 'in the event the Bui~diIlg' J:nspector sha~J.: require corrections to be made, the owner wi~~ _ assume ful.J.:' respOJ1Sibi~i ty to insure the.y are made, 'and upon comp~etio:a: w:i.:~~ caJ.J.: for a reinspection before proceeding w:i.th the bu:i.~diIlg'. That the ~er sha.J.~ assume ful.J. responsibiJ.ity for the constructil:ln and. wi~~ not expect supervision of his Work from the City of Zephyrhi~~s Bui~ding Department. ' That prior to fina~ inspection any additionaJ. fees, inc~uding reinspection fees, must be paid in ful.~. A written request from this office sha~~ ,constitute' an official notice.to pay additional: fees. That the owner sha~~ comp~y w:i.th a~~ Ci.ty, State and. P'eder.a~ ~aws' in: regard to sociaJ. security, workman's compensation, ~ien ~aws, etc., where app~icab~e. That the owner sha~~ comp~y wi th aJ.~ the safety codes issued by the F~orid.a Industria~ commission. ' State ~aw requires construction to be done by ~icensed contractors. You have app~ied for a permi. t under an exemption to that~aw. The exemption a~~ows you, as the own,er of your property, to act as your own contractor with certain restrictions even though you do not have a ~icense. .You must provide direct onsite supervision of the construction yourse~f. You may buiJ.:d or improve ,a one-fami~y or two-fami~y residence or a f~ outbui~ding. You may a~so'bui~d or improve a commercial. bui~ding, provided your costs do not exceed $25,000. The bui~ding or residence must be for your own use or occupancy. J:t may not be bui~t or, sU:bstantia~~y improved 'for saJ.e: or ~ease. rf you selJ.;or" ~ease a bui~ding yoti, have bui~ tor, ,sUbstantia.J.J.y i.:IIi:pr.oved your:8eif.wi thin J. year after the construction is comp~ete, the ~aw wiJ.~ presUme 'that you bui~t or substantia~~yimproved if for sa.J.e or ~ease, which is a. vio~ation of this exemption. You may not hire an u:aJ.icens'ed person to act as your contractor or to supervise peop~e working on your bui~ding. J:t is your responsibi~ity to make sure that peop~e emp~oyed by you have ~icenses required by state ~aw and by county or municipaJ. ~icensing ordinances. You may not, de~egate the responsibi~ity for supervising work to a ~icensed contractor who is not ~icensed to perform the work being done. Any person working on your bui~ding who is not J.icensed must work under your direct supervision and must be emp~oyed by you, which mems that you must 'deduct F.r.C.A. and rithho~d:i.ng tax and provide workers' compensation for that emp~oyee, a~J. as prescribed by iawe Your construction must comp~y w:i.th al.~ app~i'cab~e ~aws, ordinances, bui~ding :.=::: .oning r~~. . :ions_ Ld[,~... DArB 5 -:?i-,nb ==3~W~~~ PERIaT." ~ J ~ 2. 3. 4. 5. 6. 7. 8. 9. wrTNESS ~ 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 Date Received O-Ow E> J' 1;1:. /M /1/ Owner's Address I \.:.s 7//1/3 1 /flY ell..!; /9 Y F Fee Simple Titleholder Namel Owner Phone Number I Owner Phone Number I Owner's Name Fee Simple Titleholder Address SUBDIVISION I 3/0'-\? l C,\~C.\ \ -S I~~I o NEW CONSTR 0 D INSTALL D PROPOSED USE D SFR D TYPE OF CONSTRUCTION D BLOCK D DESCRIPTION OF WORK I JOB ADDRESS 1-\ -.) , LOT # PARCEL 10#1 WORK PROPOSED ADD/ALT REPAIR COMM FRAME f?L.\.2'5 - d \ - ODq 0 - bOCOe - o'a80 (OBTAINED FROM PROPERTY TAX NOTICE) SIGN D MOVE D DEMOLISH o D OTHER D STEEL D OTHER I ('sIze ISI ze ') I HEIGHT I BUILDING SIZE I 11111'1'11"1111111111"1111'1111111111'111111'1,,111'1'11111111111111'1111111111111111'111"1111111'111111111111111111'1111..1111111'111111111111 ,l ~ \(eJGUL \ ' I 6 {,.J il'\ct c..0 S SQ FOOTAGE I ~ BUILDING 1$ (, ~;s '1, eJV I VALUATION OF TOTAL CONSTRUCTION D ELECTRICAL 1$ I AMP SERVICE D PROGRESS ENERGY D W,R.E.C, D PLUMBING 1$ I D MECHANICAL 1$ I VALUATION OF MECHANICAL INSTALLATION D GAS D ROOFING D SPECIAL TV D OTHER FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA DYES DNO BUILDER "'~,. . fJ /J /J ~~' vi SIGNATURE . ~{~)C/~ Address __ ELECTRICIAN I SIGNATURE Address I PLUMBER I SIGNATURE I COMPANY REGISTERED t-\CJ""\~ (.'R.o..,;.....-vz.-.--- FEE CURRENT License # COMPANY REGISTERED Y / N FEE CURRENT License # Y / N FEE CURRENT License # Y / N FEE CURRENT License # Y/ N FEE CURRENT Y/N COMPANY REGISTERED Y/N Address MECHANICAL I SIGNATURE Address I OTHER I SIGNATURE Address I License # 11I111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I11I1I1111111I111 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) wOrking days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster Attach (3) sets of Building Plans; (1) set of Energy Forms, Minimum ten (10) working days after submittal date. Required onslle, Construction Plans, Sanitary Facilities & 1 dumpster Ail commercial requirements must meet compliance. Attach (2) sets of Engineered Plans, -'''PROPERTY SURVEY required for ail NEW construction. 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AlC upgrades over $5000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades NC COMPANY REGISTERED Y/N COMPANY REGISTERED Y/N COMMERCIAL SIGN PERMIT Fences (Plol/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Offjcia~ for a period not t~ exceed nin~ty (,90) dars and will demonstrate justifiable cause for the extension. If work ceases for mnety (90) consecutive days, the Job IS conSidered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT INYOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) CONTRACTOR Subscribed and swom to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. OWNER OR AGENT Subscribed and swom to (or affirmed) before me this by Who Is/are personally known to me or has/have produced as Identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped ,-J-!.~fr,' ~ 1'1':t-'P"'Af '- /'......... /' r ~ ~ ~ \ ~' '. /' ~. '~ \ -. ~ IDiN I<. I ~ ~ ~ ~ i ~ ~ .... ~ ~ ''-( ~ ~ ~ 't I~ ~ ~ ..... ~ " ~ ,~ A1 ....... .~ rr-- "- ~ ::t \ " I , Q. -0 S;.h~d " ('\. ,:;)PIl/1. / ~ : I \ "- tv) ((6 ........ ~ ~ , ) "- ""tI '> ..., , \ ~ t ~ " ~ . ~. ~ ~ }3 ~. .... \: ~1 ''::i ' ~\ V' " '.. ~ \)J ~ / ~ ) ~ :x- -. ~ '~ " BUILD ALL 'l1vG SI-I... , ELS ~PLIC ~.v'\1...L Co AtEC~f~::f~~J;: WI11J C~ CODES.1JvG AZb ~ ~, ~i... '>::. (~ t\( , \":. '~ " '-.J / " iv ii-) d~.w ~! f~~S: ' ~ ~~-h ~ ~ ~ ~, ::t: }-.... h~ " ~ ~ ~ fY) '''D 'l. ';:,. . '-1 " -, t~ \ ~ ~ ;J ~...:z 7' '-( ~ '-7 -Z ~ ~~ ~ ~ .r 't: " I'" ~ r') ~~ ex, CXl ~.... "" '<( ,~ '" I c" I I , I . 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'" '" .!!l bO c:: j k; .c e i= N '0 c:: o .8' bO J g c:: o 'E .. fj !:>o ~ .... . .... ] 1ii 1ii .;: -5 F;l fj .. o .c u .. .c :;j .c .. . !1 jfj ~ ::: ~'s ;~ ,.; :'~~;',~3' .;:.' <Ii c:: o .~ .2 '" o -5 la -:l 8 fj .g 5 ~.I:: ,<:: ::s I-l :i 8 fj a .it l_ 'i'" .25 -oS e '" a 0 u c:: g.~ .. .. s~ e';: o 0 - c:: ~,g ~i ~ fj c:: !:>o ~k; t!1ii "0 ~ II) . oS 5 ,~.~ &ijS . ~.5 5 bO,!:;'~ .$ <<'- ~..] e oS '" "0 ..,5 II) ~ .. u ..a -s ~'i~ .,.; <;i. 1ii 1 u .2 .. .c <;i -5i e :.E m ~ .!!l .. lii ~ e :.E '" ~ e '~ ~ -<i I;? Ill: ..... Z ..... ?- m 4: .... Z [J ;:: 4: -l -l 4: ?- m ~ ..... :E 4: Ill: .... l:ll [J [J > !i :; c ! ~I ~ '" ..J 4: ii2 ... .... 4: :I: Q W .... Z 4: S 9 I- '" 4: '" -l 4: -l 4: I:l l- I;? i5 ~ ;;;; > > 0 Q l:ll Z >= :; ~ .... n. 0 ~ C\J 0 U -l > l.oJ C Q l:ll Z 0 :; :E ... W 0 :I: ;;;; ~ <i .... u ,:. ... z ..., w c :; ~ u C\J !iq~ 'tM ....'1{') I UM<\J !!fM<\J i\D..... 1'. . ~ Architectural Testing AAMAlWDMAlCSA TEST REPORT Rendered to: ASSOCIATED MATERIALS, INC. SERIESIMODEL: 0201 PRODUCT TYPE: PVC Double Hung Window Air Infiltration Title Primary Product Designator Water Penetration Resistance Test Pressure Uirifonn Load Structural Test Pressure Forced En Resistance *-Optional Secondary Designators Test Completion Date: 01/27/06 Reference must be made to Report No. 62609.01-501-47, dated 02/14/06 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 . ~ Architectural Testing AAMAIWDMAlCSA TEST REPORT Rendered to: ASSOCIATED MATERIALS, INC. 3773 State Road Cuyahoga Falls, Ohio 44223 Report No.: Test Dates: Through: Report Date: Expiration Date: 62609.01-501-47 01/25/06 01127/06 02/14/06 01127110 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Associated Materials, Inc. to perform tests on three SerieslModel 0201, PVC double hung windows at their facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-LC25 1118 x 1956 (44 x 77); Test Specimen #2: H-LC45 1118 x 1524* (44 x 60*); Test Specimen #3: H-LC55 914 x 1524* (36 x 60*). Test specimen description and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. Test Specifications: The test specimens were evaluated in accordance with the following: ANSIIAAMAINWWDA 10111.S.2-97, Voluntary Specifications for Aluminum, Vinyl (pVC) and Wood Windows and Glass Doors. AAMAIWDMA/CSA 10111.S.2/A440-05, Standard/Specification for Windows, Doors, and ~uS~li~~ . Test Specimen Description: SerieslModel: 0201 Product Type: Poly Vinyl Chloride (PVC) Double Hung Window Test Soecimen #1: H-LC25 1118 x 1956 (44 x 77) Overall Size: 1118 rnm (44") wide by 1956 rnm (77") high Top Sash Size: 1035 mm (40-3/4") wide by 940 rnm (37") high Bottom Sash Size: 1060 mm (41-3/4") wide by 965 rnm (38") high Screen Size: 1019 rnm (40-1/8") wide by 965 mm (38") high Overall Area: 2.19 m2 (23.5 tt2) .. 130 Derry Court York, PA 17402-9405 phone: 717-764-nOO fax: 717-764-4129 u.nan." ::arrhtClC'f" rnrn .. ~ Architectural Testing 62609.01-501-47 Page 2 of 10 Test Specm,en Description: (Continued) Test Specimen #2: H-LC45 1118 x 1524* (44 x 60*) Overall Size: 1118 mm (44") wide by 1524 mm (60") high Top Sash Size: 1035 rnrn (40-3/4") wide by 721 rnrn (28-3/8") high Bottom Sash Size: 1060 rnrn (41-3/4") wide by 748 rnrn (29-7/16") high Overall Area: 1.70 m2 (18.3 W) Test Specimen #3: H-LC55 914 x 1524* (36 x 60*) Overall Size: 914 mm (36") wide by 1524 rnrn (60") high Top Sash Size: 832 rnrn (32-3/4") wide by 721 mm (28-3/8") high Bottom Sash Size: 857 mm (33-3/4") wide by 748 mm (29-7/16") high Overall Area: 1.39 m2 (15.0 W) The following descriptions apply to all specimens. Finish: All PVC was white. Glazing Details: The sash were exterior glazed with nominal 21 mm (13/16") thick, sealed insulating glass fabricated from two sheets of3.0 mm (1/8") clear annealed glass a V-shaped steel spacer system embedded in sealant, single sealed. The insulating glass was set against a double-sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The PVC frame was constructed using mitered and welded corner construction. A snap-in PVC adapter was applied to the head. Sash Construction: The PVC sash were assembled utilizing mitered and welded corner construction. Screen Construction: The screen was constructed with extruded aluminum. The corners were miter cut and secured using plastic corner keys. The fiberglass mesh screen cloth was held-in-place with a flexible vinyl spline. . ~ Architectural Testing Test Specimen Description: (Continued) Weatherstripping: Description Ouantity 1 Row 4.7 mrn (0.187") backed by 6.6 mrn (0.260") high pile with center fin 4.7 mID (0.187") backed by 8.9 mrn (0.350") high pile with center fin I Row 4.7 mrn (0.187") backed by 8.9 mID (0.350") high pile with center fin 2 Rows 4.7 mrn (0.187") backed by 14.0 mID (0.550") high vinyl jacket/foam filled bulb 4.7 mID (0.187") backed by I Row 10.2 mID (00400") diameter, offset vinyl jacket/foam filled bulb 1 Row 2504 mID (LO") by 12.7 mID (112") 4 by 604 mID (0.250") high adhesive backed pile pad Hardware: Description Ouantity Metal button earn lock 1 and keeper Metal button cam lock 2 and keeper Plastic tilt latch 4 Metal pivot bar 4 Constant force balance 4 system with locking tilt shoes 62609.01-501-47 Page 3 of 10 Location Head insert, sill, lock rail Exterior meeting rail (exterior), top rail Sash stiles Exterior meeting rail (interior) Bottom rail Meeting rails, one at each end Location Lock rail at mid-span, with mating keeper at exterior meeting rail (Test Specimen #1) Lock rail, 216 mID (8-112 ") in from each end, mating keepers at exterior meeting rail (Test Specimen #2 & #3) Top comer of sash Bottom comer of sash One per jamb .. ~ Architectural Testing 62609.01-501-47 Page 4 of 10 Test Specimen Description: (Continued) Drainage: Description Quantity Location 22 mm (7/8") wide by 2 4.7 mm (3/16") high weepslot (with flap) Exterior face of sill, one at each end 32 mm (1-114") wide by 2 12.7 mm (112") deep weepslot SilVjamb intersection, one at each end 25 mm (1") wide by 2 4.7 mm (3/16") high weepslot 19.0 mm (3/4") wide by 2 4.7 mm (3/16") deep weepslot Intermediate sill wall, one at each end Sill screen track, one at each end 9.5 mm (3/8") wide by 4 3.2 mm (118") deep weepslot Bottom sash rail and exterior meeting rail, one at each end Reinforcement: The lock rail contained a custom shaped, formed steel reinforcement measuring 22.2 mm by 11.7 mm by 1.2 mm (0.875" by 0.461" by 0.047"), reference Drawing No. UY0095. The keeper rail and bottom rail contained a custom shaped, formed steel reinforcement measuring 11.7 rom by 12.0 mm by 1.5 rom (0.875" by 0.473" by 0.059"), reference Drawing No. UY0094. Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the jambs to the buck using four #8 x 64 nun (2-112") long screws, one at the top and bottom of each jamb. The exterior and interior perimeter was sealed with a silicone sealant, with the exception of an approximate 102 nun (4") long void at each,interior sill comer. A nominal 5 mm (3/16") gap was maintained at the perimeter between the buck and window frame. . ~ Architectural Testing 62609.01-501-47 Page 5 of 10 Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H-LC25 1118 x 1956 (44 x 77) 2.2.1.6.1 Operating Force 5.3.1.1 Bottom Sash Qmm Breakaway 67 N (15Ibs) 230 N (50 lbs) Maintain motion 89 N (20 lbs) 155 N (35 Ibs) Close Breakaway 36 N (8Ibs) 230 N (50 lbs) Maintain motion 45 N (10 lbs) 155 N (35 lbs) Top Sash Qmm Breakaway 27 N (6 Ibs) 230 N (50 Ibs) Maintain motion 89 N (20 Ibs) 155 N (35 Ibs) Close Breakaway 53N (12 Ibs) 230 N (50 lbs) Maintain motion 80 N (l8 lbs) 155 N (35Ibs) Lock Open 5 N (lib) 100 N (22.5Ibs) Close 5 N (lIb) 100 N (22.5 lbs) Latches Open 5 N (lIb) 100 N (22.5 Ibs) 2.1.2 Air Leakage Resistance per ASTM E 283 (See Note #1) 5.3.2 75 Pa (1.57 psf, 25 mph) 1.1 Lls/m2 1.5 Lls/m2 (0.21 cfm/~) (0.30 cfm/~) max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in ANSI/AAMA/NWWDA 1 01/1 S. 2-97, 10l/1S.2/NAFS-02, AAMA/WDMA/CSA 1 01/1 S. 2/A440-05 for air infiltration. . ~ Architectural Testing 62609.01-501-47 Page 6 of 10 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H-LC25 1118 x 1956 (44 x 77) (Continued) 2.1.3 5.3.3 Water Resistance per ASTM E 547 (with and without screen) 180 Pa (3.75 pst) No leakage No leakage 2.1.4.1 5.3.4.2 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 1200 Pa (25.0 pst) (positive) 6.9 rom (0.27") 1200 Pa (25.0 pst) (negative) 9.1 rom (0.36") See Note #2 See Note #2 Note #1: The deflections reported are not limited by AAMAlWDMA/CSA lOlff.S.2/A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 2.1.4.2 5.3.4.3 Uniform Load Structural per ASTM E 330 (permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1800 Pa (37.5 pst) (positive) 0.5 rom (0.02") 1800 Pa (37.5 pst) (negative) 0.3 rom (0.01 ") 4.1 rom (0.16") max. 4.1 rom (0.16") max. 2.1.8 5.3.5 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Hand Tool Manipulation Tests Al through A7 Hand Tool Manipulation No entry No entry No entry No entry No entry No entry 5.3.6.2 Thermoplastic Comer Weld Test Meets as stated Meets as stated . ~ Architectural Testing Test Results: (Continued) Paragraph Title of Test - Test Method Results Test Specimen #1: H-LC25 1118 x 1956 (44 x 77) (Continued) 2.2.1.6.2 5.3.6.3 Deglazing Test per ASTM E 987 Top Sash In operating direction - 320 N (70 lbs) Meeting rail 1.5 mm (0.06") Top rail 1.5 mm (0.06") In remaining direction - 230 N (50 lbs) Left stile 0.8 mm (0.03") Right stile 0.8 mm (0.03") Bottom Sash In operating direction - 320 N (70 lbs) Meeting rail 1.5 mm (0.06") Bottom rail 1.5 mm (0.06") In remaining direction - 230 N (50 lbs) Left stile 0.8 mm (0.03") Right stile 0.8 mm (0.03") OptionalP~onnance 4.3 4.4.3.4 Water Resistance per ASTM E 547 (with and without screen) 440 Pa (9.0 pst) No leakage 62609.01-501-47 Page 7 of 10 Allowed 11.43 mm (0.45") 11.43 mm (0.45") 11.43 mm (0.45") 11.43 mm (0.45") 11.43 mm (0.45") 11.43 mm (0.45") 11.43 mm (0.45") 11.43 mm (0.45") No leakage . ~ Architectural Testing Test Results: (Continued) Paragraph Title of Test - Test Method Results Test Specimen #2: H-LC45 1118 x 1524* (44 x 60*) Optional Performance 62609.01-501-47 Page 8 of 10 Allowed Uniform Load Deflection per AS1M E 330 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2160 Pa (45.0 pst) (positive) 10.7 mm (0.42") 2160 Pa (45.0 pst) (negative) 14.7 mm (0.58") 4.4.1 4.4.3 .2 See Note #2 See Note #2 Uniform Load Structural per AS1M E 330 (permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3240 Pa (67.5 pst) (positive) 0.3 mm (0.01 ") 3240 Pa (67.5 pst) (negative) 1.5 mm (0.06") 4.4.2 4.4.3.2 Test Specimen #3: H-LC55 914 x 1524* (36 x 60*) Ot>tional Performance 4.1 mm (0.16") max. 4.1 mm (0.16") max. Uniform Load Deflection per AS1M E 330 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2640 Pa (55.0 pst) (positive) 9.1 mm (0.36") 2640 Pa (55.0 pst) (negative) 7.6 mm (0.30") 4.4.1 4.4.3.2 4.4.2 4.4.3.2 See Note #2 See Note #2 Uniform Load Structural per AS1M E 330 (permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3960 Pa (82.5 pst) (positive) 1.5 mm (0.06") 3960 Pa (82.5 pst) (negative) 0.3 mm (0.01 ") 3.3 mm (0.13") max. 3.3 mm (0.13") max. .. ~ Architectural Testing 62609.01-501-47 Page 9 of 10 Drawing Reference: The test specimen drawings have been reviewed by A TI and match the test specimen reported herein. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by A TI 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 certification program administrator. This report may not be reproduced, except in full, without the approval of Architectural Testing, Inc. For ARCHITECfURAL TESTING, INC. ~/It far: ....... Geolge. by""""" L DlMls Michael L. Mackereth Director - Operations Lynn George Project Manager LG:jld Attachments (pages): Appendix-A: Alteration Addendum (1) Appendix-B: Drawings (13)