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HomeMy WebLinkAbout10-10573 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10573 BUILDING PERMIT Permit Number: 10573 Address: 6141 3 RIDGEWAY DR LOT 73 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434- ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR RIDGE Est. Value: Parcel Number: 03- 26 -21- 0130 - 00000 -0730 Improv. Cost: 2,159.71 i, „ '7" 7 , ; . x , w; Date Issued: 6/22/2010 Name: WHITE, ROBERT Total Fees: 137.50 Address: 6141 RIDGEWAY DR Amount Paid: 137.50 ZEPHYRHILLS FL 33542 Date Paid: 6/22/2010 Phone: (813)788 -3359 Work Desc: ENCLOSURE PORCH 12.3 X 14 " a ? ^8 - gyp 4i7 °s ' , F:.. m ' <E ' •M • N - U ILDIN FEE .7.50 LE RI AL 35.00 HOMEOWNER MECHANICAL FEE 35.00 HOMEOWNER A i.) _ ' --)----/4/11 - IL) . / ''' /4 Gl 1 / 4 m VC1M1MrAZTitagMtZsttjidtkzi.,:u.1.2.._=3 4. • • - 2ND ROU H - U ♦ = I I CATION ILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one 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." i _ 6bg--- ��' CONTRACTOR SIGNATURE PERMIT OFFI rR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813- 780 -0020 City of Zephyrhills Permit Application Fax- 813 - 780 -0021 Building Department \4f (o5 1 `� Date Re r I -- # Phone Contact for Permitting t Owner's Name abet L 11 1 (--- Owner Phone Number ') 3- 7 7 g - 335 3 Q Owner's Address C 4 / / /` 1 dcyr- b)CLy Or zephyrhl )1 5 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address r JOB ADDRESS 6/t// IS r d Gj _ 1A) ,) - Zcph y rlI 1 f-< FL - 33s - 14 a LOT # ? 3 SUBDIVISION 7.-e‘ wily 1" I C` `7 L PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I SIGN I 1 1 I DEMOLISH INSTALL REPAIR PROPOSED USE 1 I SFR I I COMM I I OTHER 1 I TYPE OF CONSTRUCTION 1 1 BLOCK 1 I FRAME 1 I STEEL 11 I I DESCRIPTION OF WORK 5r1 C/0 S - L Xi ST)v forC,LN BUILDING SIZE / a 3'' X ) Li ' SQ FOOTAGE HEIGHT 7 ' I $ 2 / .--y-, 7 1 VALUATION OF TOTAL CONSTRUCTION I 'ELECTRICAL $ AMP SERVICE I PROGRESS ENERGY I W.R.E.C. 1 'PLUMBING $ 060:005.- I !MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I 'GAS I 1 ROOFING n SPECIALTY I I OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IYES NO BUILDER ( '�` t/ � ��l /� COMPANY //01/1_ C t - fi c v--- SIGNATURE REGISTERED 1 Y/ N 1 FEE CURREN I Y/ N I Address License # ELECTRICIAN '-'C OCR a✓ ' REGISTE Y / N F CURREN SIGNATURE A ' - f COMPANY )4o ` 1 1 I Y / N 1 Address License # PLUMBER COMPANY SIGNATURE REGISTERED 1 Y / N 1 FEE CURREN I Y / N 1 Address License # MECHANICAL c G� COMPANY . SIGNATURE REGISTERED 1 Y/ N 1 FEE CURREN I Y / N 1 Address License # OTHER COMPANY SIGNATURE REGISTERED L Y/ N 1 FEE CURREN I Y/ N I Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. * ** *PROPERTY SURVEY required for all NEW construction. IIIIII111111I IIII111111111111111 (lillllillllillllllllll Hi11111111 HI1111111 Hillllill H H1111iilllllllllltllllllllllllllllllllllllll (II11111 Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is requ (A/C upgrades over $7500) ** 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 if shingles Sewers Service Upgrades A/C Fences (Plot/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 Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. 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. FLORIDA JURAT (F.S. 117.03-) / /' / � CONTRACTO OWNER OR AGENT ( v Subscribedand sworn/t affirme ) d) before,me this Subscribed and swo to (qf affirmed) before me this 63- .3 - -/ by . U c'r L✓;I.C— P - . 3 - /6 by Kober`•f- `Jh, 1 Who is /are personally known to me or has /have produced Who is /are personally known to me or has /have produced Lice n5Q as identification. I , c e h S•e— as identification. �.' k.. �I Notary Public e . J' �' •� _ Commi• on DD 6216 ES Notary Public / ��GES , Am . Y' m " J AC QU ELIN E - 1833 Comm :20-e-t--y n No. .. -��:;7 Expires December 12, 2010 Comm si • r • : �l� 6 • - >.F i $, / " h : +: „o< F es , •,. 9ondnd TnN Troy Fain Insurance 800-M0019 Rr Ep ire s Deco ,o,a . H � . '� 9Q-4.,,,,,, To F.,„ `- Name of Notary typed, printed or stamped of Nota pr or stamped �' tYp ed p p .. A 1 -Z Pi , , ,,..,, , _7_ ., _ i ii - ,,,,,--7.- .7--- II. ;,,„„„„, , r°l City of Zephyrlills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: R tOr Lt ' t -c _ Date Received: ( —3--i 0 Site: (D 141 k d ,b,- Permit Type: ( ` 3 A_ ( P�� Ye pe I'd Approved w /no comments:❑ Approved w /the below comments.%?/ Denied w /the below comments: ❑ 0 - , CSC " 1 ° ' 2 : 4 r: _ X I rail 0 C.)) 411 .e fecJ h€1i be_ qr ., ,,,, ro( i 0 1...z. , o e ivW ( . C_cd�.3> 3 ) oaf - -1, 6 Lcbej 6e. (4 wp oe ee_Sici 4 FC1- 4 )P 19 if- ot� ,s ;AC (Y) Cie G 6,dCOD Tr i AM (' /1)eial ,47 o rPr� -ton s w (lI 6f �a9-el p ,f1 erD C ( f var _eri * (0 e_ ‘4(1-__ 2 �, :, 0- k: 4 , cG n t f 1 cs 0 pd, This comm nt sheet shall be kept with the permit and/or plans. 1 4/1------- Kalvi witzer — s Examiner Date Contractor and/or Homeowner (Required when comments are present) APPENDIX 13-.D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 1100B-08 Residential Component Proscriptive Method B ALL CUMATE ZONES Compliance with Method 8 of Chapter 11 of the Florida Building Code, Residential or Subchapter 13-6 of the Florida Building Code, Building, may be demonstrated by the use of Form 11008 for single-and multiple -family residences of three stories or less in height, and additions to existing residential buildings. To comply, a building must meet or exceed all of the energy efficiency requirements on Table 118 -1 and all applicable mandatory requirements summarized in Table 118 -2 of this form. If a building does not comply with this method, it may still comply under Method A of Chapter 11 or Subchapter 13-6 of the applicable code. PROJECT NAME: Roper t LA- BUILDER: ne , r . AND ADDRESS: irT7iNii r - OFFPERICltE: ra t !__s OWNER: RObect W h i +e PERMIT NO. JURISDICTION NO.: lit ill 16 1 010 1. New construction including additions which incorporate any of the following features cannot comply using this method: steel stud walls, single assembly roof/ceiling construction, or skylights or other nonvertical roof glass. 2. Fil in all the applicable spaces of the To Be Installed" column on "Table 118 -1 with the information requested. All To Be Installed" values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the To Be installed" column information. 4. Read "Minimum Requirements for All Packages ", Table 11B-2 and check each box to indicate your Intent to comply with all applicable items. 5. Read, sign and date the "Prepared B certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. Please Print CK 1. New construction or addition 1. Jkdd i - El 6 r'. 2. Single- family detached or multiple- famlty attached 2. Sir 1c l e 3. 11 multiple - family -No. of units covered by this submission 3. 4. Is this a worst case? (yes/no) 4. NI 0 5. Conditioned floor area (sq. ft.) 5. ass 4 8. Glass type and area: a. U -factor 6g,• b. SHGC 8b. • 3,5 c. Glass area eta. 027 sq. ft. 7. Percentage of glass to floor area 7, q, 3 % 8. Floor type, area or perimeter, and Insulation: ,}. a. Slab -on -grade (R- value) 8a. R. -& o�oZ `t' lin.ft• b. Wood, raised (R- value) 8b. R. sq.ft. c. Wood, common (R- value) Sc. Rai sq. ft. d. Concrete, raised (R- value) 8d. R= sq.ft. e. Concrete, common (R- value) 8e. R= sq.ft. 9. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation R- value) 9a-1, R. sq. ft. • 2. Wood frame (Insulation R- value) 9a-2. R: 1 3 3Of5 sq.ft. b. Adjacent: 1. Masonry (Insulation R- value) 9b-1. R. sq. f ft- 2. Wood frame (Insulation R- value) 9b-2. R. 1 3 15D sq. f. 10. Ceiling type, area and Insulation: a. Under attic (Insulation R- value) 10e. R= 3D sq.ft. o2 b. Single assembly (Insulation R "value) 18b• R. sq ft 11. Air distribution system: Duct Insulation, location 11s. R. Test report required if duct in unconditioned space 11b.Tsst report attached? Yes No 12. Cooling system: 12s. Type: RDom On i i' (Types: central, room unit, package terminal A.C., gas, none) 12b. SEER/EER: Capacity: 13. Heating system: 13a. �Q7 1M ir'- Utai Type: 1t � (Types: heat pump, elec. strip, nat. gas, LP -Gas, gas h.p., room or PTAC, none) 13b. HSPF/COP /AFUE: .?T:IitlBe'F 130. C , iti00 14. Programmable thermostat installed on HVAC systems: 14. Yea 15. Hot water system: 15a, Type: N ! (Types: elec., nat. gas, LP -gas, solar, feat rec.. (led. heal pump. other. stone) 15b. EF• I Hereby certify that the p - i r . specifications covered by the calculation are m complance with Review of ptans and specifications covered this alcuktbn Indicates compliance wah the Florida the Fbr.ia Energy Code. Energy Code. Before co is c , this burldbg will be inspected for compliance In accordance with section , F. PREPARED BY: 44 / . ATE: Cif 0 BUILDING OFFICIAL: I hereby caddy • t this building - . =Ounce with the Florida Energy Code: OWNER AGENT: DATE: DATE: (4 'IT 2007 FLORIDA BUILDING CODE - BUILDING 13_0.43 Effective 3/1/2009 FORM 1100B -08 TABLE 11B -1 MINIMUM REQUIREMENTS (See Note 1) All Climate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- factor = 0.65 U- factor= .(off' SHGC = 0. 35 SHGC= . 35 %CFA < =16% %of CFA= q,3 Exterior door type Wood or insulated Type: INSVLd}TED Walls — Ext. and Adj. (See Note 3): Frame R -13 Mass R -value = 1 3 Interior of wall: R -6 R -value = Exterior of wall: R -4 R -value = Ceilings (see Notes 3 & 4) R -30 R -value = 30 Floors: Slab -on -grade No requirement 5 lwlo Over unconditioned spaces (see Note 3) R -13 R -value = b Hot water systems (storage type) Electric (see Note 5): 40 gal: EF = 0.92 Gallons = 50 gal: EF = 0.90 EF = j j / Gas fired (see Note 6): 40 gal: EF = 0.59 Gallons = 50 gal: EF = 0.58 EF = Air conditioning systems (see Note 7) SEER = 13.0 SEER = Heat pump systems (see Note 8) SEER = 13.0 HSPF = 7.7 SEER = HSPF = Gas furnaces AFUE = 78% Oil furnaces 78% AFUE = � f AFUE = 78 /o AFUE = Programmable thermostat Must be installed on all HVAC systems Installed? Yes No Ductwork (see Note 9) Unconditioned space R -6, Tested Location: Unconditioned space R- value= Test report: �j/n T Conditioned space NA Conditioned space Unvented attic assembly per R806.4 with R-4.2 R -value = insulation at the roof plane (No test report required) Air Handler location: Location: Unconditioned attic' or garage Requires test report Test report: Conditioned space or Unvented attic assembly per R806.4 with No duct test required insulation at the roof plane (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U- Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16 % of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exception: Additions of 600 square feet (56 m or less may have maximum CFA of 50 percent. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the interior (Int) requirement must be met unless at least 50% of the insulation value is on the exterior (Ext) or integral to the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume) (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume) (7) For all conventional units with capacities greater than 30,000 Btu /hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Florida Building Code, Building, or Table N1107.AB.3.2A of the FBC- Residential. (8) For all conventional units with capacities greater than 30,000 Btu /hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu /hr see Table 13- 607.AB.3.2B of the Florida Building Code, Building, or Table N1107.AB.3.2B of the FBC- Residential. (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. w.c.) across the entire air distribution system, including the manufacturer's air handler enclosure. TABLE 11B -2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior joints & cracks N1106.AB.1.2 To be caulked, gasketed, weather - stripped or otherwise sealed. d , Exterior windows & doors N1106.AB.1.1 Max. 0.3 cfm/sq.ft. window area; 0.5 cfm /sq.ft. door area. / Sole & top plates Ni 106.AB.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. !% Recessed lighting N1106.AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed) — Multistory houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Exhaust fans N1106.AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Water heaters NI 112AB.3 Comply with efficiency requirements in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. Swimming pools & spas N1112.AB.2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %, Heat pump pool heaters shall have a minimum COP of 4.0. Hot water pipes N 1112AB.5 Insulation is required for hot water circulating systems (including heat recovery units). Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC duct construction, NI110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically insulation & installation attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in attics must be insulated to a minimum of R-6. HVAC controls N 1107.AB.2 Separate readily accessible manual or automatic then for each system. 13 -D.24 2007 FLORIDA BUILDING CODE — BUILDING • Pasco County Parcel: 03- 26 -21- 0130 - 00000 -0730 001 Page 1 of 2 I Data Current as Of: Weekly Archive - Saturday, June 05, 2010 Parcel ID 1 03- 26 -21- 0130 - 00000 -0730 (Card: 001 of 001) I I Classification L 02 - Mobile Homes 1 Mailing Address Final 2009 Value WHITE ROBERT L Ag Land $ 6141 RIDGEWAY DR Land $23,400 ZEPHYRHILLS FL 33542 -7924 Building $54,595 Physical Address Extra Features $5,374 6141 RIDGEWAY DR ZEPHYRHILLS FL 33542 Market Value $83,369 Assessed (Save Our Homes) $74,087 Legal Description (First 4 Lines) Homestead 196.031 - $25,000 See Plat for this Subdivision '" Non- School Additional Homestead Exemption - $24,087 ZEPHYR RIDGE PB 26 PG 78-80 Non - School Taxable Value $25,000 LOT 73 School District Taxable Value $49,087 OR 5052 PG 653 Warning: A significant taxable value increase may occur when sold. Click here for details and info. regarding the posting of exemptions. Land Detail (Card: 001 of 001) Line II Use IlDescriptionll Zoning II Units 11 Type II Price II Condition II Value 1 0200 MSUBM 00M1 6,000.00 SF $3.90 1.00 $23,400 Additional Land Information I Acres II 0.14 11 Tax Area II 30ZH I FEMA Code II X IlResidential Coder ZIDELP1 1 I Building Information - Use 02 - Mobile Home (Card: 001 of 001) I Year Built 1995 Stories 1.0 Exterior Wall 1 Above Average Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Plywood Panel Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C None Baths 2.0 Line Description 1 Sq. Feet Repl. Cost New 1 FOA I 108 $1,354 2 BAS 11 1,300 $65,208 3 FST II 100 $2,257 4 FCA 11 240 $2,408 5 FSA II 252 $5,668 Extra Features (Card: 001 of 001) Line II Description II Year it Units 1I Value 1 II CAC -4 11 1995 II 1 11 $420 2 II CLFENCE II 1995 11 320 11 $218 3 II ii POOL -6 II 1995 i1 288 II $4,262 4 COOL DK 1995 II 158 $474 I Sales History Previous Owner 11 GIRARD PIERRE A & JEANNINE A Year II Month I Book /Page I Type I Amount 2002 11 08 11 5052 / 0653 11 WD 11 $76,000 I 1997 05 3756 / 1689 CSC S0 11 11 11 11 I http: / /appraiser.pascogov.com/ search /parcel.aspx ?sec =03 &twn= 26 &rng =21 &sbb= 0130 &b... 6/11/2010 :DISCLOSURE STATEMENT .FOR OWNER CITY OF . S - BUILDING DEPARTMENT =, ? (24C V"k t o ! have read and fully understand and • ag ree to the provisions of - this instrument. s t•r- ,,,gent . The undersigned. states and affirms that he or she .is desirous of constructing, renovating, adding to or reroofing his or her own domicile, -that he or she actually occupies, or w1.1l occupy by said domicile, 'and. same is not for ent, .lease or sale. ' That he or she S = comply with the following conditions: 1. That the owner and.he or she alone a}+. act as the builder for all phases of • • construction. of Ze h hills 2. That the owner will comply with all provisions of the City p yr ordinances and codes pertinent -to the 1r 3. That in the event various phases of construct on are subcontracted, he will - engage only .properly licensed subcontractors and will personally supervise such work. 4 That in the event the Building ding Inspector shall regt i e corrections to be made, the owner will assume full responsibility to insure they are made, and upon completion will r =1 for a rein_specti-oa before proceeding with the building. 5. That the owner 51+ = assume full responsibility for the construction and will • Z �+; 1 7 s not expect_ supervision of his work from the City .of ephj= Building • • Department. _ action 6. That prior to f *.p =1 ;*.potion any additional fees, including einsp fees, must be paid in full. A written request from this office ih =11 constitute an official notice -to pay additional fees.. regard to 7. That the owner shall, comply with all City, State and Federal laws in regar social security, worioman' compensation, lien laws, etc., where applicable. 8. That the owner si comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by.lioensed contractors. You have applied for a permit under an exemption to that law. The exemption allows . - you, as the owner of your property, to at as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one - family or two - family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence• must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you. sell or lease a building you have built or substantially improved yourself wit-I -R *1 1 year after . the construction is complete, the law will presume that you .built or substantially improved' if for sale or lease, which is "a violation of this exemption. You may not hire an val.i.cemsed person. to at as your contractor or to supervise people working on your building. It is your responsibility to - make sure that people employed by you have licenses required by state law and . by county or municipal licensing ordinances. You 'may not delegate the responsibility for supervising work to a. licensed contractor who is not. licensed to per the work being done. A _person working on your builrii ng who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.. C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed, Your construction must comply with all. applicable laws, ordinances, building codes, and zoning re- o s- OWNER'S SIGNATURE `, / , HATE 3 - 10 ADDRESS rn / Y / /�,d. ,t w� Dr 7erkyrli I t !—L 3 354 2 . - PBONE 53 l 3 -- `7 7 Sf - 33S • WITNESS PERMIT • • • • , . ' BOUNDARY SURVEY . LEGEND • • •,,,- NVCO0 NCE A CENTRALANGLEDELTA MRREFEJC•E DA DEEDBOOK Fi - N. MIL D. DESZCRA°DONQROEED RDGEWA Y DRI I/E — °"IL °" DRILL `"� Y STTELENOIAWK D , DRIVEWAY R/W N F DAAEA9A4® ESMT EASEMENT C CALCULATED NID LALE LA SEME PEANINTENANC.EFASEMENT `Bls 610' • IMPROVED) o ENCR F.F. Lx AUMENT KN E ¢ FPX FOLAVDPABIL'ER4ULM'KUL CONCRETE L LOWLENGTH EDA G4S W >,. \ \ LO•R, 4 J AV O ® PRCPE .NA9R7 LAK 1EMGVT , 6;9 \ 0� F. .1 /1' B.R. 60.05' M. FD. 1/2' FIR fOf.1A7R(NROO N.T.S MOT1 . .1LE `.k. /176 N8949'47"E 60.00' P. 1.R. /1763 FJP. FO 0.2 OFFMIALREC63RDS P.C. ` _ , + RAY RM,iFT(YMNY ORB. Q LILRECQ4DSSBOOK (..... N8949'4YE 44.95' P. MID NAILS= P.C.P. PERMAA6RTLCW/ROC PONT ,:� b OE DRAMAGEEASEAENT PRAL PERM NENTREFERSVCEMOACWEVT . u OE LRMJIYEABEAVVT FD. FOUND PG PAGE -'9 V 73 �I PVMT PAVEMENT "' ° P RAT AS PCATBOLYI 17.°6' ,,...,, b. , Lv�nLx ASPHALT PG F0(VT FBEOINANG GILL O•SRHEADLAES P.O.0 PONTQFIXMII®NLEMBLT \2./ 25.6' 7.34' 0 0 CO TX 7RAASFORAM P. POMTOFCWWATURE 0 0 0. P0 PONTGFCOIFOMtlONVARRE O .4 4 UCOV. O O WA/, W4IERAEIER PRC PCWTCFREVIBSEL9RVE V O \ O L TEL 7H.EHONEFACIUES PT. PQNTOFTANDB"CY ^.. MOBILE HOME U L•L /6141 Z','", g R BEIRNGRBEfeKE RQE ROOFOVERfANGEASHIBVT a a 1i1 L71 CHORD SLR SETROVRODi GIP 1O 210 RADIAL 77E SAY SAOENNLK 74 N u NR AA]VRAOWC TAM TEMPORARY BEMCHANRK / ` w COV. m 72 .40 ARCO"D/77 TIM. TOPLIFBINK 4 BM. Li6N71M5) TYP. TYPICAL / C.B. 0A7791BtSN W.0 N7 MESS Q'ANFR U O + O L O O C. *at E ® 1A70DO HM7ER C O "( "� CO V. co ® coma ffiOLYlMW 7YP. I� EXISTIGELEVAT7QN . zc BS - l% , 1 15 a . ? ~I ,'' ', GENERAL NOTES: . " J'Y— ' 1O �•� 7 1) LEGK<] PTIONPROL7OmBY01 RS POOL " •.•-•':., 21 : THEL :,„a „ +:••. •59 OROTHHt BNCIBIBRAACESNOTSHOMIONTERAT. •,"V 3) U6"p( Rp(RDPLYDONSOFFOOTNGS FOUNDATIONS QROTHER ■ .., .. . . , © BFROVH11178N9PENOTLOGiTED. L 4) WALL 7FSAREf0 CEOFTFE WALL L 6) � 'THE AAD AORIGM/LRASEOSEACOFAFLOR13/ _0—• 6) OKYlISIKEEACROACINEATISLOCAIED. FD. 1/• S89 49'47'W 60.00' P. FD. 7) 160m9177FE TIONFOUNDONPR PERTYCOMERSIMESSNOTE°' 1.R. / 763 589'39'28"W 59.98' M. 7/1' I.R. V ONSSHOmAREPlATA OAEA URED OLESSORERMMSE SHOOK 16 R3rCEL71MER9FBNOTDETBMMMED. '.: G`,"r 10) ELEMITKNTFSHOWNAREBASE0LFONKGV. LIVESSODA4BNSEN07ED 65 66 67 11) BEAMG51 TOLNENOTEDASBR 121 TAOSSGRVEY DEvICIDHBEFORMSACIOS®LkOMORILF l RER513Y CERTIFY 7744T 77/8 BOMARYSURVEYEA 7RUEAN0005RECT REPRESBVTAnONQ SIRIEYPREPARED UNOERAIYO9RECROAL SIGNED STAIEOFFL0,71D9 CARCMIOUHSMITH LANOSUR:EYORJAMPPERR.11. 97G °c MOPED -4111111111111111111 ST . N0.9 WmSLRYE)1Ytd NOMAY 99858 7716 SINEWS . , F , - • F • RFAAIN CEPURPO'SESLw.Y.EXCLL47VELY FORTHMUSE• RA�EMMNOMITEl ER7FID .7LOSSI.RNEYSM • , P6iUT1NGDES ICNCRANYORHER USEMDHCUTDAFNR OF RST - • MAMMA ANC 9%AubAww. 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",.. u • • . -.....6 1 . ?•4 C 0 • . . ........._..... ..., . . .. - 112 t 1 • C 1 1 ,... ? ••• i t i■Lj, \ If ' (*) - em•aer...........avtoor,,,,,.......„............,,,,,... ,,,,,,,,,,...„..,....,,,... _ ._ 4 . - t ,:t qt• . . . c - 1 S I I .' • , ' HI ii ILI 1".". ...••••••• . . , • 1, i: •- '', . ; , 1 . ...., M ...• •T /110.1111111•111 - ,.: • r . • . -.... , L ' -......„ ..., c .. r^ , ,moseminiuswmcwersrarome IS . -...- ,--... • 1 ihrs, . . t, al 0 • 'N-s. N- • ' . ' I i . . . • , i, - - C ‘.1 . . . ikij :.: U . . ,.. , ......a .:... ., _....... 1 I ) . r 2R1( SHALL COMPLY WITH ! 03 4 • • . 4°` •••'. a f . - 04G CODES, FLORIDA BUI 'o jo r IONALELECTRIC COPP '.'. ---- s' 4 ' •- , E. ... ••••• N..k . r .,. „.., Y a Lz.;.t'H IA a n t, . - - • . . - _L.. . . , . ....,.., 4...... . ... ... . . , / )i , , 2 . •,! , t. . ... , •,., 4 , • V v.. ; N ..., ' . ).... , . ... ,...,.,. , ...-,.... 4 ' , ' . /MOM ' • . ., ' .' . . ,. . • : - f t \ (CC..■ ''■'. : . 1 . N ■ •■■•1 .',:::■,. .I: .2 t ): A 1 ■' . ■ •'' Vi■ ,.., Ar- jJ G . S`' fh i j k . r + l ‘` = �4' , � -- NI ''-' ) 1 ...r-c. 1 4 4;' A 1 LL WORK SHALL COMPLY WITH ALL PREVAILING CODES. FLORIDA BUILD NG ------ " CODE, NATIONAL ELECTRIC CODE All ! z �s CITY OF ZEPHYRHTL LS ORDINANCES! - `% ,.‘c,..; il,:.. ii.P. PEI plo._ (6 1 -,,,,-. 1 :,.' 4 CITY OF ZEPHYRHILLS ' 1 ', rl. ` PLANS EXAMINER t i 1 ------ I i y ----' _ , .. / i P 1 1 . . 243NIVVVX3 SNkele: -- ........t... ,; g-,... i ▪ t. % ttz 1 — I 5 1 S'IDN.VNIM.0 STIII-IIII,I1d37, JO AID ▪ e r I i ---\ riV a(103 ME 33T; IVNOILVINI ICKD 'r s Tliaiiiri Vanigil 'S3G03 ONIIIVAMI TIV MIA ls'1 Q L 17 \-' qc,; '2IDAA,„ TIV f ', - t---. 1i , .. C I 1 , Z I ku . \ t P 4 F 1 s I • , 1 c ' 1 r`l --+- f Z7' I t \ I f I • • i • I F i r ,, 1 I - k i .... , I - rn LP 4 ., .. .....,.. F 64 C *" .. , ..#, .4. r . ti :S.. i f . i ; , ! ....s - ' 1 ____ _ • 1 0) N3NtWMC3 SNiid 1,1y UO3 z :dot r aQOJ i f':u(ll1n Val AIWA a �Ztl H lIM iu, - • ' ", TZv 1 .....- .. _'.... A x CO .'3 w A ' + . 1 1. id ) ., _. MI i h ;{ 1 f N1 k ""' ';":' i r-, J ELDWEN WINDOWS & DOORS HURRICANE DOOR SYSTEMS SISTEMA PARA R PUERTAS HURA CONTAINS: Pg. Product Descriptions Certificate Florida Approval No. Configuration In -swing and 2 Inset specifications required for all anchor installations NA NA Out -swing 3 Steel, WE, Full Lite, Single or Double Impact Door System 08- 0312.09 11251.7 Out -swing 10 Steel, WE, Full Lite, Single or Double Impact Door System 08- 0312.12 11251.15 In -swing Glad /Fin, Opaque, Single or Double Door System w /Non- 16 Impact Side -lites NI005423 -R2 10701.9 In -swing Steel, WE, Opaque, Single or Double Impact Door System 19 w /Non - impact Side -lites 07- 0820.07 11251.1 In -swing Energy Saver, Full -lite, Single or Double Door System 26 w /Side -lites NI005360 -R2 10818.5 Out -swing Energy Saver, Full-lite, Single or Double Door System 28 w /Sidelites N1005361 -R2 10818.6 In -swing • Glad /Fin /Energy Saver, Opaque, Single or Double Impact 32 Door System w /Non- impact Side -lites 08- 0422.02 11251.16 Out -swing , For a complete listing ofJELD -WEN Hurricane Door Systems, visit our website at: www.jeld-wen.com Notice of Acceptance and Approval /Installation Drawings Save for Builder and Inspector THD -18005 ORANGE COUNTY 11/08 Minimum inset & screw embedment requirements Note: Anchor insets and embedment apply to all installation instructions in this pamphlet where applicable to jambs and thresholds. 1 1/4" Min Wood 2 5/8" 2 5/8" Masonry / buck - 1 M' . Jamb :-. , amb , . . .: 1/. 4 •. N • • - ::.•' • 1_t t . ts 1 ` I 1 �� Wood (jamb) I 1 14 g buck 6 )\ I #8 x 2 -7/8" Phillips 11 /4 I I Jamb head wood screw Min 1 (Recess into jamb 11") \I\ 4 x .5 Tapcon In or outswing door In or outswing door 1. Inset requirements for head and side jambs 2. Inset requirements for head and side jambs anchored to anchored to wood. (jamb can be inset masonry. (jamb can be inset further in buck, and buck further as long as 1 -1/4 min edge distances can be inset further on masonry as long as minimum are maintained) edge distances are maintained) Anchor can be placed in 4" thick portion of jamb where required by application. Sill _ _ -_ 1 1/2" ��! 1 Sill Min. embed aniline . OF �` Plate 1 1/2" —n � Sill Min. embed i ' plate 2 5/8" #8 x 2 4 "Phillips 2 5/8" Min. edge distance head wood screw Sill #8 x 2 4 "Phillips sill & sill plate Min. edg head wood screw distance 3. Inset requirements for outswing threshold (sill) 4. Inset requirements for inswing threshold (sill) anchored to wood. (threshold can be inset anchored to wood. (threshold can be inset further as long as 24' min edge distances are further as long as 24' min edge distances are maintained) maintained) 1 1/4" I 1/4" Min. embed -_-.1mirail 1 Min. embed I 2 5/8" 2 5 /8n 2 5/8" -- Min. Min. 2 5/8" Min_ Min. 5. Inset requirements for outswing sills anchored 6. Inset requirements for inswing sifts anchored to masonry. (sill can be inset further on to masonry. (sill can be inset further on masonry as long as minimum edge distances masonry as long as minimum edge distances 2 are maintained) are maintained) Fastener locations Note: This page identifies locations for additional screws found in product package #6 x 14 " phillips head Strike plate wood screw (2 plcs) Strike plate / Head jamb on phillips head � wood screw (2 plcs) Outswing sill I. Screw config. for astragal strike plate mounting to 2. Screw config. for astragal strike plate header mounting to out swing threshold Door Latch jamb #8 x 2" phillips I flathead wood �;', , #9 x 4" phillips screw (4 plcs) k flathead wood AO ., n screw (7 plcs) #8 x 2" phillips 01* flathead wood VC screw (2 pies) o #10 x 14 phillips flathead wood Strike screw plates Hinge jamb 3. Screw config. for hinge mounting to door and jamb. 4. Screw config. for latchset strike plates to jamb. 3 MIAM COUNTS MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.¢ov/buildinacode Jeld — Wen, Inc. (OR) 3250 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, 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 6'-8" W/E Outswing Glazed Steel French Door - L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509 -03 -01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets I through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1215.01 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. NOA No. 08- 0312.09 T AP D Expiration Date: May 25, 2011 Approval Date: July 24, 2008 Page 1 4 Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW0509- 03 -01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E. B. TESTS 1. Test reports on: 1) Standard Test Methods for Tension Testing of Metallic Materials, per ASTM E 8 -01 Along with marked -up drawings and installation diagram of the tensile properties of a steel door skin, prepared by Architectural Testing, Inc., Test Report No. ATI 61782.01- 106-31, dated January 30, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05 -121 5.01) 2. 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 Resistant Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210 -3195- 1 dated 09/28/05, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by Nimesh Bhaysar, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, and expiring dated 03/04/09. 2. Notice of Acceptance No. 07- 0214.07, issued to ODL Inc. for "ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly- Impact" approved dated 03/22/07, expiring dated 07/28/10. Jaime D. Gaston, P.E. Chief, Product Control Division NOA No. 08- 0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 E -1 5 Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest and conformance, dated February 22, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Statement Letter of conformance and letter of "No financial interest" issued Jeld -Wen, dated February 27, 2008, signed by Steve Saffell. 3. Laboratory compliance letter for Test Report no. ATI 61782.01 - 106 41, issued by Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05 -121 5.01) 4. Laboratory compliance letter for Test Report no. NCTL 210 - 3195 -1, issued by National Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.01) G. OTHERS 1. Notice of Acceptance No. 05- 1215.01, issued to Jeld — Wen, Inc. (OR) for their Series "6' -8" Outswing Glazed Steel Door — L.M.I. ", approved dated 05/25/06 and expiring dated 05/25/11. 41/i '• .try Jaime D. Gasgon, P. . Chief, Product Control Division NOA No. 08- 0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 E -2 6 / ® Steel s WOOD EDGE IMPACTGLAZED STEEL DOOR d m 6d 011T5WWG SINGLE OR DOUBLE DOOR UNIT 74' MAX. OVERALL _ m p UT1L COMPONENT'S FROM 00L' INC. AND FRAME MOTH ENOUFIA PRODUCTS INC. 37 1/2' MA1L ti S - v FRAME WIDTH 38 1/2" MAX. Z 0 ¢''+ a IF 35 PA 3 4 MAX.] PANEL WIDTH 2 W I.L. N. GENERAL NO WI07H I �"� W / I W Y II I. TIE PROOUCTSLDN1 HEREO16 DESIGNED TOCOMPLYWITHI THE CuRIIENT • I I J • DA SrSTUCCO ® Q g .x;_, FLORIDA 5U 0003 CODE N OGI BASED ON THE W1INED ANO SEALED DATE,' ��I I W n NhCLIDBJ6MAC AAO HAS BEEN Ev000lTID NACCORDANCE NM IHE - �� ' 7 m Y a FP.LOWINCt m1 W // // TA3232.84 TASZW -s. !.1 21 1 /B" 21 1 /B" o 2 WOOD BUCKS BY OTHERS. MUST SE ANCHORED PROPERLY ID TRANSFER 21 8' 2 Y' p . 6 Fa 2 LOADS TO THE STRUCTURE. E O 0 d i PRODUCT ANCHORS SHALL SEAS LISTED AND SPACED ASSHOwNCW 081005. Z t INACTIV i ACT IVE 3U1 4 . 1 ANCHORBMBEDMENT SO BASE MATERIAL SMAGEE BEYOND WALL DRESSING I• I LxJ -, C o_ OR. • - .III / ' � ' . , L)<e� • ` O` oy o ,y {, DESIONEDPgESSWE MBA E f. T SEE TABL PAGE I. Ir p ry © 1 � S TT. PROOUCTMEETS THE WATER REGAREMENTS FLl4 HIGH VELOCRY /1[•a • n © / i © S g e . o p N MM O W NM © / W C W 0 \ PRODUCT Dl1OT 0.6': f101'PEpaRE SIa1TTERS m iV m L \_ L / (_ _ 3 � on p- commercial rputllr.Ax00 per ASTIA 620 with average minimum yield 1 G ► 1 4Sa 4 : o o § slrengm Fy(ave).30627psi © © 2 u Con Darden: Eeelddpolystrene with 1.010 1.2510s defray, byJedW Ina. Pan CalemrAm: 17/4 ANA and emotive pawls an coraeuea0 from 24 GA REF ASTRAGAL BOLT REM # 12 jr- (0.021•ne6 GiNanin051eel The face shoes at top eel bottom an 06096 rover thstep enaCotnm rats The rap mil mammas I.0•NOO 4 LENT ode. T1. sloe SlNCI,L OUT:SIIIJVC UNIT /$J ODf/Rl,F. Ol77SlIIAR; TINT /XXl _ beam ree rlleurrrK 121' high r 1.5218 wide. 7M sides et the /an slMetrars nee brow:eb an WO esthete. New which meeswe 1.00• NO x 1.68x' wide. The SCALE 1/T zl' -O" SCALE 1/2' =1' -O" T keener away WNW web NeprNMdpolystyrene. The /am sheets An 441461 m the i .APeceeapgyeyrene. TM perwl4,e4 ta re for the 01l10-p008 OOL Aluminum IN (d1 DOOR MODELS ARE 0EIYEO :� Q frame Units are Oared Her lompeted an d brrlln008118e8 I On Owe• door PROM THE INTERIOR SIOF i seciosdpns the emotes Gee is filled MIN W esvudedaemwsan mange of 6063 -T5 alloy manuaebaed by Endure TABLE I DESIGN PRESSURE RATING Frame Construction: The frames are COnsooCled of fingeijoin1ed pee Jambs APPRO ° FOR usa WHERE measuring 4- 9/16 "x1 -I/ ja 4'. The head jambs me Mortised end but joined m r P R OT TECRO 6 FOR... D II the sidsmb0. and alleGmd with three oee (9) [EGA 7/16 cram x 2" long �� j% ',' * 5 stap1s on each side. The II000hhod Is amn Ndb the side jambs with .10SON8 46.01. ©CJ - IMee(3) 1654 7/16' =en x 2'100150100035 co eaall site. xEDAmE 90.0 P. CJ Glaze= ODL Irwdeled yle is 1' overall thickness. consisting d one (1) TABLE OF CONTENTS T •• <2 pane el 0.125' tempered glass: 0.5' airspace: Mo (2) pares 010.125' annealed Nita . 090" PVB lnterayerby Sabha Al Dies are sandwid,00 SHEET♦ DESCRIPTION LINIES/1 `v ONTO 5 08 glazed WO the panels. TYP1cAL ELEVATIONS PRODUCT REVISED FLORIDA PI. ND. 58661 Neale AS NOTED 2 CROW CAO SECTION a BILL OFwTTAAL � oyia with the Thai okra an EAG O HORIZONTAL CROSS 30811/20 Bala,/mM � Aem.w - 2`242`24-,0%.11 .1ll.'/ ^h5. SAFFELL O • COMPONENT - ammo Bo, • UNIT c10le01 HTS - JW0509 - 03 OESCRI PA ea lama Manua tallweil, VI. 12101 ' SIDE JMIB (1 1/4 i 4 sP r er5ERJOIMED RHO 0 w 2 SAW MIN. .! a• JAMB 1 14 x 4 9 16 ' c . ? d Ni , ' -r . P nom 0_ W INV 8 ce 1 1/2" ,` � 1 /4" MAX. 0 /IO 3 BLADES FLATHEAD WOOD SCREW D] 0 - % 3 1 I/2 PHNLPS FUTENEAD WOOD SCREW 1.- Uj b MIN. EMS. SHIM THK. - " P.__ -I r U err -1 v s// - % %azio l��a © OL+'L >•?, %.i..1.1,p ....Ar• .:.. DOS -6501 2 O ¢ L, \ , ALU NU M z W 000 1/4. W MAX. ®L_L:s�^�'�1L :s RJS1W1 ar.NE7�i - ¢v DETAIL ` � f �'� ® " . sh SHIM THK. L { ' � SEE ini . . O 5 r. ‹MT SN 6 asasa� DETAIL 5 � 1 STEEL STEEL W cn _ © O o ■ s 0 ® O fOC� i.s� /.r: EYd y., faaF a:rl �I.h.l- _ i � Y,M . ALUNWUM N ill:. , ' •� I:: .���I!Il��'yL -1! o Mil � (.I a) ® v r r . r•T t- -n: E9 - Wz `' ® `rte ® y - 1 ➢ r r" -- ' - r�T - i•': S int r 03- 0420 -012 �.�':!i .. .� a � 1 _� M 3 L 1l% ® . r"T" FvI �I . r � . ,, m o o I NiFRIOR�' . E ,` r ®[4 �r, IIMEAP-® m o � 2 U Itil LL! N:i.A'p•:a, ahii: �La�� 9,- . W w I:.ni• LLEI T..... .:r�'7Tzli a1roilan>♦E III = O i 0 1" = o INTERIOR EXTERI Ea , L! ?n r.7 .0 ID 1. WOW : r ■ r 1 � W < ¢ .1 11,111 [] m r: 0008 • 1 991 +.. 2411 GALIWIQED STEEL c0,X:, o ® I ® 1• 11111 1 . ; f2N a fA[NI. pW1lY 0.021 YN. 7HA 4w• W OZ a 11‘,6_ mV.V . Ih::^'I&1001 r..+,a7� C d � r U1 g ® _ ® I m1�" ��l .,a'>RT1�illi " 1♦ 3Li Fm 0 ® � DI. STEEL 6 o > M S EEL 0 . APL-.4 111i1N- a ff. ED ' ® m CD , � m M m p ® m 6 - m o „.Z ..' _ _ m � ,- earn 1 1/ ° 2" IN. EMB. �'. 1 . ... FRLIDIICTRBVISEO FLORIN PE�N 5. 6601 AS S NOTED • • I mMRya2 wu41he Florida � � w 2 8" MIN. -I a Code m' EAG 1 p S. SAFFELL 0 2 A VERTICAr_1 .W1706' TT'P. we o9 m of8 B yF,RT7.'A/. CROSS .CALTlON TYP 1b ® �e! • � Cm.AI JW0509 -03 A005 FRAME INSTALLATION SCALE- 6" =1' -0" 2 CONCRETE INSTALLATION SCALE 6" =1' -0" Oivbw ,., ,, ` 0 0000 k e.m g1R! a 6 7 1 1/2" III... _ 1 1/2" SEE NOTE #3 IAIN._ " L _1 /4 MAX. O 1/4 MAK MIN. © SHIM SEE DETAIL G SHIM �` pk lir SKEET g ® SEE DETAIL G to 0 IIIIIEFFA, d ' 0 illikvit0 W 0 0 m _ 1' " A _ f ~ .:::P :r j YA' r l ll l l.% A / ^S x *•1� it I _ d 7. { : rr ! .,: 5..i i3 {; r; ,.w.,i�ar ,�, Et 0 0 0 0 ' 0 0 ® 0 _. O h o 0 A AlOF7dANTi4 r craSS .S TPP B ® 0 o b 3 1003 INSTALLA ( ALB.` 8" -f'- +fOR/SOMA r'�1sS .SAY.TR 6 " m 0 W 2 O) 32)WOOD INSTALLATION (SCALE` 6" =7' -0 J 3 - Z 1 1/4" 1 1/4' V o MIN. EM8. / 1 MII EN8. 7 m 2 5 B" 1 4" MAX. 1 /4" MAK 1 1 ■ U ° g 1`,4 Mw SEE DETAIL C <m / SHIM ® • 0 SHI 2 5/8" y SHEET 6 , b o g i SEE DETAIL c ® _ � SHEET 6 �A 4 MIN. O A � � '1=�,1 1fIffF1ffi � - a : SEE NOTE $4 = Air* ��_ IaLi! i,.I•' : . � . ��` ' 'i'}',.::'r.�'t?J'x: >�;2a. •1 II� O r � � f ti }. I r i • \ s' t \ s A a i s - 'r ' . � ' ;fir . ' L ° :rz� r::_ • ?!0 iii G CD 0 C RONIYt1MAL Ca5CS SECTION TYP D RORr?OMA /. CROSS S rr,pN TTP, 3 CONCRBfd INSTALLTION (SCALE" 6" =f' -O ) e CNCRETE' INSTALLATION (SCALE 6") fi;z1 SEE NOTE #2 1. AST4G FASTD6A W4080 OETM. F. ... 1C�d SEE NOTE #1 z carol Aim OFAwar STRIKE Puns I m w 71 48r4wE NUT PLATES ,1� DORI RAMS AW WF If x T RILL'S HAT NEM 11006 =WS W 41 � 1!V • r ,► — = � _ `,. 1D FA Q w M ICE OPDONAL 3/,5' EMI MACON (NIA ©�t� � k 'L+Y ?..•. � `' %J. I ( �. A --, 1 4 I ( 102-0503.07) i 1 �- • Xe { :y` :,;';1<1.w yr t� �� 4 s r � s P I I FLORIDA RE. as+ 2 � /o T B Eo PRODULTREVISED INACTIVE F . > ? > t�5::•'r 41 . • I III �� �= j'iS i 1. %'. " ACJNE wie dm Florida �'''- EAG r o / ale. N © ® • • 7f 61 1 �P u 11C NO, TELL ® © O ASTRAGAL ClCASC SR 5"I0N 17'P � ... r . -r w mama Ni ,c .180509 -03 (SCALE- 6' 3 E` =(' - "J OMItlm a n srttr 3 Oe 6 0 SEE B ^ /C) SHEE7 T 5 5 0 to SEE DETAIL 8 ' - - • ' SHEET 4 SEE 1 DETAIL A a SEE DETAIL B m 0 `O a 1 6"F- -16 " �T 5 m 6' 112 2/5' TYP. 6' SHEET 4 ,- O j to o - w I .' I I , it t d u N lu co IL X Q p • © 8 . Q g _ n n h m IIII"W° TYP ro n m _e SHEET 5'�- 0 g n J os S Y1 I. n _ ��,m © S5 m m 0 Q m �I� �:� r7 95 i0 - m fa U - © _z • n _ - 0 u ° °o§ or 1 "> S 7YP. Z - n 17TP. ro a m °o `? 0� < 1 m 5 1 ' •�� 9J jr, f 6" SEE DETAIL A I �a UOU z 8 " T �.:� I I II I 1 I 1 AI Wn2 . 2E � --I —4 3 TYP. � P:= to = Ai 37 1/2" SHEET 4 6 "� 1 2/5" TYP. 6 " � 1 0 SEE DETAIL A 74" L M1 SHEET 4 c m M 08 MOOR ARF WFVO - 0 0 E0074 riff 1 AIDE - a Minh SEE DETAIL E SHEET 5 ° =_ ANCIIORINC LOCATIONS ^' ODTSAIAIG SINOLB ONIT (X) 'F'SC � LOCATIONS DOUBLE OT/r;SIP /NC 7/N? (XXJ ° o SCALE` 7/2" •1' -0" SCALE:' 1/2" =I' -O" j y < � © �� � > 'tag ` "., mo \� lo " < z IIIIII NOM DNAVSA. we 2/5/08 I �\ Y9000CTREVISW3 Fl.ORIDA P.E. N0. 58761 SUtn \\ am9111•,ewiiOURa0OF � � AS NOTED ■ laildtaCaa 0 Na- . r....8 , ? G" r 08 . S. S6FFELL DETAIL A DETAIL B > ij ,,. CROW SCALE- 9' =f' -O' or .180509 -03 SCALE: 9" =f' -O" Dpbloo m .e ,� „ yd j, a,a 4 m 6 8 , I — 4 9/16" — ANCHOR 0 EXTERIOR SIDE • . L ZS I � I �� ® 0 € 0 3/4" I�r� 1 1 0 ` p O © 8 I/8 .1111. © MO I m A W YS m ;0 MEE ... 5 112- . % �� Z ® 5 1/Z' ! Q BOLT A iv 6 '0 T HRU FRAME/AASONRY ,' — se ` r I ® - • O dill 1 -3/8' DEEP DETAIL B DETAIL C DETAIL D DATAIJ. A -HINGE MOUNTING DETAIL TRROAROLF R2'PM PIETA' FOR HEAD STRIFE PLATES 717 JAMES .STRIAE PGAT.C$ TO ASTRAGAL SCALE 3" =l' -O" SCALE: 3' =1' -0" SCALE: 3/8" =f' -0' SCALE.' 3/8" =1' -0" wz ] 00 O� in <mc a 1- _L .moo 0 mow ^ W °OZ O p J m a 3 n N v DRILL 3/8" ASTRA4AL RETAINER BOLT HOLE AS m 1/2" • 1/4' ALUM SPACER �I THRU THRESHOLD/MASONRY x 1 -3/8' DEEP � N u �i % 1 ' � ^ 7' 1 /e TEMPERED GLASS r � � - � 1/2" AIR SPACE Q IF a>. 4 OTW. � c` '!.•.: ....� - "- o.oso we ° 111 o o ' �`� 8 /NIERLAYER BY ° G sa mn 1 ' 3/4" GLASS BRE 0 1/8' ANNEALED Si m " M "'47:i D AG E DElA! f - END0'RA ASTRAGAL GLAZING DATA!!. 7,SU! • C7 A cS `� < e. ASTRAL, RRTAfNER STRIXE PLATE FOR RILL BAST NER SPACING 17SE SCALE: NTS SCALE. 6" =f' -0" SCALE 3" =I' -O" u m t" NIMESH BINVSAR uue 2/5/08 "RBA BE- NO. 56661 SAS NOTED complying dmFlorida „ / /✓- am en EAG °6 No•= 6 HI( BY ff. „' .�_. d X60509 -03 DiviWoo nR ` .. awr zat 5 v 6 4" p m I. 11-1 ���IN�� - 1t 4 9/76' n { '{ 9/16" - - `_:,. �_ m O ■ '�� %/� i r 2 3/16' -7 --11----7/16" (Min) \ LU g a v 8 ' WOOD JAVA FJNCC lNTFD PINE O�7T SALE: 6'4: a~ ,9 ° �PRSSSJO S N THERSTR /1 OUTSII /NG AIJIYJNf SCALE: 6 =1. -0" (ENDUR4) m y S MATERIAL 6063 -7G e z — 1 13/16' 2 1 /2 n 1 1/4' u I 2 11. / 1 3/76" I I 11 17/16" r - � J 3 1 8" I � • J 1_17—r - � \ 1 11/16' J- u1 a z _ n 4 zw ° .,...i__. ®� a m �' ®�1 71/16" l— —1 —7/8 00� > o 5/16 " _ wo ® TOP RAIL (PINE) 81{6� H HINGE STILE (LVL) ITN( L G 13 A, 1RAGAI, ,TTRJE7P PLATE /r/ FNDRRA A/IJMJMpM ASTRAGAL @LOCH' RI11CX LVL WOOD ® LATCH STILE LVL 2 J EEL E MIN GAJ.V. o SCALE` 6" =1' -O" SCALE`. 6' -1' -0" SCALE: 6" =1' -0" SCALE' 6" =1' -0" SCALE. 6" =1' -0" MATERIAL 6063 -715 --I 1 3/4" F-- 5 � 2 1/2 ^J — t 0 .. Ilk= ® ° 1 l 1 ' --T L CD �� ! ,8" i ASTRAGAL BOLT DL LIP-LITE FRA ■ MAT- 0/R STEEL ROD ASTRAGA SILL ( � ,j \ O ME (Jp ^�. �. /2 RING d J'ELLO,T CHROMATE 1 8 SALE 6" =l'-O" C� 6g.7-77 0" !t�o SCALE 6" =1' -0' ©g® 0.— 2 Z 3/16' C -SINK. 1- NOTE NIMFS71 BIIAV&1R aac 2/5/08 1 -USE 110 WOOD INSTAL1ATION SCREW W/ 1 1/2" MIN. EMBEDMENT PRODUCTREVL4® ROHIDA P.E Lw. 5'1661 0,,,x,AS NOTED (' - WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD lc JAMBS. emptying an e wntlad. 2 -USE /8 x 2 1/2" P114 W00O SCREW, WHEN INSTALUNG INTO MULLIONS. 0las Code pq Net. et EAG 3 -USE 3/16' ITN TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. ;rF1YPAE ( �FL,� °x. BrS SAFFELL WHEN INSTALUNG 17•110 CONCRETE /MASONRY SUBSTRATE AT SIDEUTE SILLS. '� , 1 r onwa xn • p1T417. C - 1Y11INTERSUNE DATA!!. 1. ' - .... •.... e. 360509 -03 • SCALE 1/4" =l' -O" DMOim, pe @6 1 v av 6 8 r.ro.". . «wnr x. ar. 9 MIAMF COUNTY MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov/buildinecode Jeld —Wen, Inc. (OR) 3250 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials., The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, 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 6'-8" W/E Inswing Glazed Insulated Steel French Door - L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509 04, titled "Wood Edge Impact Glazed Steel Door 6' -8" Inswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration dAte or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05 1215.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gasgon, P.E. NOA No. 08- 0312.12 � 4 APPROVED � i" Expiration Date: May 25, 2011 Approval Date: July 24, 2008 Page 1 10 Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW0509 -04, titled "Wood Edge Impact Glazed Steel Door 6' -8" Inswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 'by Nimesh Bhaysar, P.E. B. TESTS 1. Test reports on: 1) Standard Test Methods for Tension Testing of Metallic Materials, per ASTM E 8 -01 Along with marked -up drawings and installation diagram of the tensile properties of a steel door skin, prepared by Architectural Testing, Inc., Test Report No. ATI 61782.01- 106-31, dated January 30, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05- 1215.04) 2. 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 Resistant Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210- 3195- 1 dated 09/28/05, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by Nimesh Bhaysar, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, and expiring dated 03/04/09. 2. Notice of Acceptance No. 07- 0214.07, issued to ODL Inc. for "ODL/Westem Reflection Series Aluminum Glazed Lite Kit Assembly- Impact" approved dated 03/22/07, expiring dated 07/28/10. Jaime D. anon, P.E. Chief, Product Control Division NOA No. 08- 0312.12 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 E -1 11 Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest and conformance, dated February 22, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Statement Letter of conformance and letter of "No financial interest" issued Jeld -Wen, dated February 27, 2008, signed by Steve Saffell. 3. Laboratory compliance letter for Test Report no. ATI 61782.01- 106 -31, issued by Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05- 1215.04) 4. Laboratory compliance letter for Test Report no. NCTL 210- 3195 -1, issued by National Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.04) G. OTHERS 1. Notice of Acceptance No. 05- 1215.04, issued to Jeld — Wen, Inc. (OR) for their Series "6' -8" Inswing Glazed Insulated Steel Door — L.M.I. ", approved dated 05/25/06 and expiring dated 05/25/11. • Jaime D. Gasgon, P. . Chief, Product Control Division NOA No. 08 -0312.12 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 E -2 12 i I'ELDIVEN® Steel o ko 110ODEDGE IMPACT GLANO STEEL DOOR p 0 5 6-8 INSWING SINGLE OR DOUBLE DOOR UNIT ›. Le UTILIZING COMPONENTS FROM OW INC. AND III O ENDURA PRODUCTS INC. 37 1 /2 MAX. 74 IIAX. OVERALL ._. FRAME WIDTH V 01 to FRAME WIDTH 38 1/Y MAX. z O < III ...��� 3 3/4 MAX. — PANEL WIDTH a u. N GENERAL NOTES I PANEL WIDTH W /ASIRIGAL w a F m 5. TNISPROOU�CTIS0ESIGNEDroCQIM .rWR THE 61611L RW6OAOLWI I I • J co • OES WrTH 2335 AND H B in6 ® e suPPLEmENTS. rCLUNNO HATE Q' n vi 2 HOOD UGIQBro1MEA5..MTaE ANCHORPRUPEw.rro TRANSFER ��/6 I j �' � — W 10401 TO THE STRUCTURE I I - 3 Y 3. PRODUCT ANCHORS SINLL BEAR UTTER AND SPACED AS SHOWN ON DErMLS I // // 1 ANCHOR EMIIEDAA6?ro 413E MATERIAL SWILL HE BEYpM wALL OREM. oR STUCCO t 21 1/B/8 2 DESIGNED PRESSURERATAIG SEE TAKE L k 1/8 21 D LO PAGE I. c O C B MAX LO I O O • D . . O J [ rmssorn,cmzcwsroo S Tee PROCUCTDOES N T MET THE WATER REDIHRFOR HIGH t p Qh 21 l L fiTNIB PRCOIICTDOES NOfHEm MIAMI M COUNTY SIA/TlER9 z INACTIVE • ACTIVE 5 T g O W PROTECTION DEVICES ,„ e GIC I• LI LO. I, i 7f j Ix9 I i L� I, © . °? © I . - fir v k, © • l � li I • 7 i t � 1 ..— RESIDENTIAL INSULATED STEEL DOOR (Common to as Rama Doml/deloral, 0 / m - 2 a o Z 4' DOOR LEAFCO6STRUCTK1N: \ u \ W O Face shwa 24 GA (0.021• IMP) tldcnraa. Galvanized steel A -625 / p ° cormre,G Artily AKDO per ASTI, 620 wish aa'rape mPkmm Yid m %— / W core Damon: E MMI.O to,.25aaa dens* IgJeW- HkR RIC l —_ � L ° Z v z Penal Penal CeteeDCW1: The soave *rd11a,dve garnets ere oaarucrtl Porn 24 GA ;�� r y (0.021'nn)grrrnedsean. The Poe sheets Plop and Worn se bent 9P over 5 Q._ Om lop andbottwnratl s The top aaneeer661.0 "high x1.Bee•6 The steel 1 A. t op.. , / X - 3.z Oman i alu measures 1.2r high x1.68r wide. The sides dew Ism air rareloll p © i formed Pio eheekh and hags ass 64760 measure 1.00•hipt x 1.68Y weds. The Medyaray is Ned well emantladpolaM*re- The lace shwa *regaled a she REF ASTRAGAL BOLT REM #12 ° go m expended polystyrene. The panel. as wrote krte two-peos ODE AMWeen he G hems.(Mlle on pared MMtmrored and broken dPawl ri0On donne deco SP,rLE f �, raw: UNIT (3) normtP INSW7AC min' min' (XX) o eppalaaons the emotive door is Reed wih en extruded aluminum mewl o SCALE`. I/2" ..1 '-0" SCALE.` 1/2' -1 -0" E R s 8065 - 75x807.. nrMAede8U 4947 ra .�i Gl frame ConsDU51664, The hams: re constructed P fogrjoined pine lambs L1 tecc neawtng4- 4'16'x1 -1/4: The head jambs as mortised end butt joined W NI nnr5 M00F3 ARF VIEWFn tte side j a m b s , a n d efephed with Three (3) 16GA 73113 crown x 2 o long FROM THE INFERIOR SIDE 8 g 6746476 on each side. The eeeaMw4d a Pa5hed to the jambe wet, E- ° z z three (3) 16GA 7/16 mown 4Tiring stapes on each ea side. r + re Glaring: ODL aeuleted 6e i6 r overall thickness, consisting Pax (1) pan* of 0.125' tempered pas: 0.5• airspace: Iwo (2) patios af 0.125 0.0 a° ame.ed MIA .090 PVB inadeyer by Sakti. NI Aa are sandwiched aaMeaneArelFEV® vnpe °,•W ��Ie2ed into the panels. % a _ 4 ° TABLE OF CONTENTS TAKE DREAI ARE56URERATG c2m < z SHEET /I OF.SCAIPTION ///� etsuw*rn6 / 8.4.4MTWtATM1al vuNsco warn ATW ewrescoc • NIM a61 75 06Os fLU P.t O. R INE7 2/5/08 1 TYPICAL ELEVATIONS No ..... 2 VERTICAL CROSS SECTION d 6111 OF MATERIAL maUESR Florida 9D'LE A.5 NO7ED 3 HORIZONTAL CROSS �� DNTAL C1O565ECTIONS miles WA OB / rev. er: EAG ,yN 4 ANCHORING LOCATIONS • Uri r ie,wed ebotlm 7M.mtla em ewh such low f • 11 1 one. 9,S. SAFFELL 5 COMPONENT DETAILS m e r l o n s olio N M - rtsc m o l t M '.D .. - osoNo. Aee 6 ut r COMPONENTS E 4' - Coed t N e„era*,axn on JW0509 -04 ti PIN T I '' n ..r.. 7.7.. ... ,ea sneer 1 or 6 . Item DESCRIPTION _ : Q • — 4 6 . 1 ' . a , ® n I 1 1 e• 9 16- :. i 4 E 0 W 2 5/B` AN. rI..�y Q!...i l(<ILi�Q� ':;JLdJ::f_4 >♦ m Z . i-1L7ia3J �4+:1A� ] P3 pat a FI�1::,>E.S:N an` kIL4. gl FlQ 9P.. l9aaM. > 2 1 1/2' �C-L::en )�.;:LS.71E w m O 0 MIN. EMB. ® 1/4` MAX. _`� 7 . x 3 PHILLIPS FIATENFM WOOD SCREW M�A F-- Ed .- © SHIM THK. :� a a ► AT . 1.ua a E31:Y� Cl 0 . m ( ��.�/.' "�� 1 : [9S G ms DJUS A BLE T S HO LD S J1� Z 0 L m / - 1�NOUQ�Q�� — I1 wsW1N ADJUSTABLE THRESH= EN ALUM 014 W L. co 1 4` MAX. SEE - re�� F �ide i l'��Za n�#ON� 0 72 - I 0 W L ¢ U Fm SHIM THK. DETAIL A � 1 1 � f�� 13 . : • . . r. x O ^ Z •11 / SHE. 6 I' SEE �� D ETAIL A b-. J> 14 . ,t : r . n as . r A n g 2 ssss - m SHT. 6 _ 0 1 5 eDi77•;ai �ir i�a�.115. �1 v, Y n- 1 6 5659E7 7RAN SERIF -5 OEIDBN.T SERIES 780 1 7 ENDURA ULTIMATE HURRICANE ASTIAGAL ALUMINUM a , 0 o e ® ® O : FLi ��111li+ IIIMINIIMMI [ W: . i —41, I` fry OFF .i� ^ �tn7i�t'!r, +�l f z ®� a . . ,�.. y � o �11� 1 CO ® ® l " - - 2 v4--i''''''7.'...0 o ct m , °. EXTERIOR fMFR SOR = • 25 f � 17.t: ? J:, 0 im 4:1,t • 4 6 ° INTER -, 3. rT , a , n M z o In Tj 28 . I. A .... WO N M 1.11gI 7 ` 0 1 o . 0IEFL _ r ' • 9W i 24CA GAL :a, STEEL 2 p o R, ® J i I.Im' 0 6-3 - r.�i1 a , 1 - MIL mac .- 6. • r •• U O Z g 521 ; .r �11� - .1 - ° F-1'7' > < 31 Ha I • SUE f► ' " . r L PaE o 4u N � � g n 34 INSN VINYL ODOR BOTT SWEEP ai , MAIM It", ® 35 3 16 IL �. L. ' WON PP 1 • IAN a _ 3 sc,' ill 0 0 tl; '�� ; L ;1.„ 0 • 0 0 Co m m 0„ �� 0 3 ��_ © ® i W 111163690 z ,.., =Heil ��� z - 1Ntiq° 1 1 1/2" MIN. EMB. ► . m WNESH BHA V . 5 sae: 2/5/08 PP.Oli'.PT R,N6E•1 FLOPJOA P.E NO. 59881 ._; with the Row. 588 8 7ED PIWIII m Q 1:c1:'s r: AL /)// 'a te sum. P: EAG • w - 2 SIB MIN. aY_ SMac Ho 2 . Pis' STS. SAFFELL ORWING 1.1, E- 1 ,dl ! .4 VFRTICA7. CROSS .ACTION TYP. 6.3 8 VARTICA /S'4. SECTION TYP s W ...Nog ...Nog m.ao r JW0509 - 04 2 WOOD FRAME INSTALLATION SCAL 6" a 5 ' -0^ 2 CONCRETE' INSTALLATION 573455- 6" -1' -0' Diw6m,A OM san 2 a 6 75- u.O. a. e. wan 13 SEE NOTE 13 T MIN. 1 /�I SEE DETAIL G M AX 0 1 / ;m 1 r . 1 1414. © • 0 SEE DETAIL 0 I SHEET 6 yllkMIN4 `���.i Q 0 0 F O 6 !Ilk IN4�� � j 0 w __�I_l' \ ® 111 II m T 1 { �� ` EE�614H - '` o. I ` ' # W IL w kPAI . 'A` ::::S..,.. . 4 - . =it: 4';-`0.-:1;-1.- L 11 0 W Y FZ- .9 , / !g/ I �II '= _' 'rtra •t' h �-y R ' c �T�� i:i r:+ 'S 'I1'AI!� s /-, PAZ.., © � lei S�k X1_1. 1I �� ��,•.t�F } � ..^. X F / �� lI lt � � •, o -3 m Y a- deuzio m m 0 m 0 p m m m 0 A sry1RF7.ONT1 /. CAl7SS SAY.TION T 7 B RORl7. OA7'AL. C RIA CP RACTR7N TYP P!.a' z_ y .2 WOOD IN (SCA 6" = 1' -O "J 3O IN ( SC AL & • 6 ' -O"J T 1/4" s w z 1 1/4' MIN. EMB. O1m g "F Iri M IN. EMB. 4' MAX. 1 /SH <° �° 2 5/8" 1 r 1 / SHIM SEE DETAIL A 0 r 2 5/8' .4` z In MIN- 0 0 0 SEE DETAIL A MIN. W o �,� SHEET 6 d hi, x CROSS SECTION TY :a . I20NTA J+ SEE. NOTE 4 $ - i ® - - I^ 7 Nil "•r� 3 N n W ® C I I `� �� EXTERIOR ® ..� , �: ` , e c.. I _ SEE NOTE 1' I = .,....ef =_;,.,...,,,,..,......; ..1 0 A 0 - : 0 0 ® , r. r , / o i � m O ® m m O © m ittii ; C N ORI7ONTAL.1'1P1 S 0J70N TYP A L77P. O 33 COAERETE INSTALLATION (SCALE' 6" =1' - CONCRETE INSTALLATION (SCALE. 6" s1' -O') 0 SEE NOTE 12 NOTES: !III t. ASIN.1L FAWNER swing aim PLN F. PAGE H- . 1 7F 1 OF 11 SY1005 `I . Exam SEE NOTE 11 z )1 IAMB AND DFAOIOLT =IKE RAM MOW TO A51000 SGAEWS L PM AA/MAME N MA - WITH MRES ... RA1N5 MFAD WOW O • �• •'- 3. 2011 ANOMSt SHEET { OF 8 T h ��� [ { L N SUBSTRATE FA51peNG WY UGV2E OPOON•L 3/3/14 ELG1) TAPCON (A'M TNE ACTIVE /a1 - OTaR.oBUDN 7) SUBSTRATE c.M<1 INAC I. 1 � D ? I. .0; T- „ T '1111, 1 i .. { l i -am t pRCOGCi'BE¢IS6D fL051 N ""Y D. s6a61 00SE AS5NOTES �.I 1r ... 2i �! :, ��II�j r'S R i'i E vas.cwr_ n/i'� o a ern EAG JL �r _• '• * - 1! ^yY •Z 6 2 7' . a. ens. SAFFELL / INTFRIOR 0 0 0 0 0 O ASTRAGA! roe SET.TION rrp Iwae.: Fn.MlCasoR me memos no . 09 -04 (SCALE 3 6" ...1'-0",/ Dw•svo , .•.a a, • = -fie � d 6 © 2 SEE DETAIL 0 SHEET 5 SEE NOTE 1 -� SEE DETAIL 8 SEE DETAIL B F m SHEET 4 SHEET 4 a SEE NOTE 1 p to v 6 1 6 • SEE DETAIL A m 6• 12 }' 12 }' 12" 12 }' 12 }' r 6 - N V) SHEET 5 'n 1 cl 1 � � Ali I Z O g — m T �_ © a CO • • ,z ��� as W Y � 9 © .7 n T1'P. = v - TYP — • m SEE OETNL D m n �T g 0 O Q • „ x SHEET 5 , e Y d r . I:1 AS m © 11 AS. m 0 M - Q 0 U n W ©TYP. V2 o0 I L n 0 O _� AI 1 \ I 7 1 1 J O 1 L Q h - v t-u 6- I__ 37 1/2` — , SEE DETAIL A SEE D ETAIL A 6 1-12 •�•1 -1- --1-- - .1 -/ 0 N N u. U o SHEET 4 SHEET 4 } 2 }' 12` 12 }' 2 }' S O _ 3 SEE NOTE 1 7s SEE NOTE 1 z m a f DOOR MODELS ARE VJFWFO 100 o � 0 00 1HE FXIERI00 SIDE SEE DETAIL E .1Ty SHEET 5 ANCHORING LOCATIONS ANCHORING LOCA DOUBLE c _0 INSWING SINGLE UNIT (XI INSWIMI UNIT / SCALE 1/2' =1 -O' SCALE. 1/2' =1' -0' R LI z 0 © R O ` ` `� 1�HEAD JAMBS @ SILLS ARE JOINED TO THE SIDE JAMBS "Ew IE 1 USING (3J to Go. 7 /1r CRO a 2 ' LONG STAPLES. '''''''' Ill i �m�= �•`` NIMESH . 00. R O A. 2 /5/08 T RO^l:CT:.1NRm FLORIDA PEE N0. 58861 saar: NOTED [MAk C.d. �R /i/'� GM m: Ei1G A•s�;Aa.a 6 / ( 6///''' an< s.:S. SAFFE71 DETAIL. A DETAIL A 0 """'H 0 N0 SCALE. 3” =1' -O" SCALE: 3" =1' -O" Er • e+ 1h^:m;, - do Cooing JW 0509 -04 10:eev ° z v w R ac{ set 4 of 6 .AIR o-w.w.:tweo.m Nm 14 " � I- 4 9/16" —1 ANCHOR O EXTERIOR SIDE • 3/4 Ist'�� 1 1/4' ©�� ® J © r... © 81/8 M. MiffUCO I al ��s , .. U. IM ill _ \ -� ` I II, ' ®® x� W W = co Q OPoLL /d3 '" ASTRAGAL ® 5 1 /Z' V O 5 1� 2' ,,l n g . II O THRU `� ® � ' W m Y 4 x 1 -3/8' DEEP O �■ DETAIL B DETAIL C DETAIL D DETAIL A —HINGE A10IINT7AR7 DETAIL THROKROI.T ATRIA?? PLATE MOUN77MJ STRIKE' PLATES TO ✓ALAS STRIAE PLAYAS TO ASTRAGAL W SCALE.` 3" =1' E". —0" SCALE 3" =1 —O" SCALE: 3/8" =1' -0" SCALE 3 /8" - ' -0" NZ 'Ztfl 1 .__L 1 : O O p W � Z 'r et Z ■ OW 5 0 P 3� a DRILL 5/5" ASTRAGAL RETAINER BOLT HOLE m 1 /'l.' x 1/4" ALUM SPACER THRU THRESHOLD x 1 -3/8' DEEP WITH PLASTIC INSERT 10 x / ° (AT SILL) 0 ® x r a 6. O N WORM l� - g / 1/8" TEMPERED GLASS •• - - 1 � 10 • .. ?, . • ��� am= am= j 1/2" AIR SPACE E. 661 O 11111 ::-.•''' r z . ' • . .:. 0.090" PVB INTERUYER BY 4 \ soLUM W EX7IIi OR 1 • 3/4' ® 1/8' ANNEALED 0O " DETAIL E DETAIL F — ENDURA ASTRAGAL �� TYPICAL ASTRAGAL RETAINER BOLT HOLE FASTENER SPACING USR !MET PPH IVs CLAZINC DETAI / (SWEATED CL,LCS _ SCALE 3" =1' -0" SCALE.. NTS SCALE`. 8' =1 —0" ... ` . 5IME5H 81665565 ale 2/5 ° /08 PRDDU TREVISED FLORIDA FLORIDA 5.E N0. 55861 ",,,,s. d AS NOTED e 1 � Rondo Rondo 3' 7 v c. AO EAG Y * P66 »:-o4r. / ' )17 ¢ r a er5. SAFFELL ORMINIC .10.7 Mi 1: ::.vnO _m CamN . — w JW0509 -04 Pa. MS MOM N: • DwOmu , ►1 e.w.r...ww..aw sms 5 s 6 I --- 4 9/16 " - ,..• .i . ..'.. 4 _'.. : � U =J? �_ ? o Q 17 // Y IL ato s-2 3/16' 7 (Min) Q v !NSPING ALUMINUM THRESHOLD (] - f 1 ^ g w D DD JAMB FlNGERJ P! O BUTT /s O �P 0 SI SC L AT6REST 0 P /' AIDUR 6 I,S f' 6 0» Y 0 MATERIAL 6065 —T6 1 13/16" T �� \ � 1 I 3 1 /B " I / I I 1 1 1/16' w g U 3w — r U p C 1 11/16' W :O v N �_ ¢ W , I I �� 1=�� - 1.688" -I —1 g ?i 3 5 5 "._ — w =_ � o ® TOP RAIL INE) o �' w H STILE (LVL) °3'n 7 '3 STRACAL .STRIAE PLATE '� ENDURE ALUMINUM LA- ASTRAGAL ® . 1. •. V n.. ® TCH STILE L - 0^ VL z7 Ef. C A MN GALE. g SCALE. 6" =Y —O^ SCALE 6^ =1 —O" SCALE.' 6' =1' —O" SCALE 6" =1' 2 F MATERIAL 6063 —T6 �.II �! - 1 1 3 / 4 " y �. 3G m AT 1 3/4' r r ,1 7/8- 3 ! 1 E r I c :LI - ir i i i.._ „:17 . en , i) ,. r"(rn- USd1 c O I I E 1,14S c4 S � 1 � srcii Pc ASTRAGAL BOLT o MAT. - C/R STEEL ROD ODL LIP —LITE FRAME r /z INC d• 782 2115 ALA = E`. CHROMATR 30 AIJIMINUM 6061 T6 C�OOOR ROTTOM SWEEP EEP CO o w SCALE: 6" 1 -0" SCALE. 6" 4-Y-0" O" SCALE. 6" re -0" ‘,..7„.::.........1,1 N mi ry 3/16 C —SINK. I— OTE 0 alaZ ' 1 —USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT MAIM BHAVSAR MT. 2/5/08 / FLORIDA P.E. NO 50801 ! • WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. sRODUCT REVISED smo AS NOTED ./ 2 —USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MUWONS. ml0yine.+x As RM. �. oxa er: FAG 3 —USE 3/15' ITW TAPCON ANCHOR W/ 1 1/4' MIN. EMBED. o 362.12 SAF WHEN INSTALUNG INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. E>�U BDM f 6I /� O1 '' en5' FELL 0 DETAIL. A — COUNTERSINK RETAIL. 8Y w JW0509 -04 SCALE:' 1 /4^ =f • -0" 144m1 P10ducoa m01 i O Nmun 1.c a..,.. w ...wm. or 1w s1¢r 6 or 6 15 M V . ca 0 ar r �I 1 p . j C, eh O, �T T 1 Nee 0 00 W L v v. , ~ v en O ,..1 O =I L . et me et V VI 0 0 0 F°t w to 0 ° o ' e ° N 0 0 0 o 0 p b ti 1 V D • m = ry .- Go 1.-( es 1.I IFY in 1.1 all I'M pm .2 0 p Cia 7 ..4 V Q C es a0�,0 s VO'Q a oc 0 & ,..,o g ooac.- .'c ov. ° = ° oo0 3 d z an,i,,�n 1 h i 3. 1 1 ! g u 0 . oe 0 1 oo t 0 di 41i pa 0 U U W P.' rl 'OE,a E.4 Col V = q O V V I W v1 L'�°' 1:1 , 1 Z Z z Z Z Z z z CII a E"4 oM1342601X cia OD ea ch W r l 4 M a� °S � O a o o v> o en o o hi e --- en en [..� 11! k ao 42=m1 03 0° o n o en o vn o ` " XZ Coe) 00%0 D a�� ' � AM 4.1 90. i 40 CP 54 oui W t 1 o .42 e ' 8 d w d . �c �o CO `o `o at Lc? , •� U „ �c �a �a �e me x X 04 p,i Ti a m �F 10.., �+ • � z N N H e M N 13 t W en Att At eel la( 00V os Cr as ca. M. em o V a, a , 1 'CS R. -8 a a .Q O b at U °' OQ a ° a." 04� agg ley 4i V p... 02. 0 0 00 Q(7 05 05 .E o � ° CI i A E d °t e t a Tal D 01 • p� u 'g z. a v :: R +' tst a � vi, om : ' " o u P+ a w a� '� \' v 3. a e Q �a a as 0 d H Z rs qe, N s �'' _ ., J 0 a L 9 0 3 a o V W .' y •.di CD .2 ° di " / . 1 " R3 e, r. l 0 I 0. 0 0 16 DI [ • 01 0 o _ • - ? Ti -� pas - GENERAL NOTES ∎ m m 0 •- M 1. DE FEE= SE FERN M t As rw NCEND W O M 148 l/2 INC INX OVERALL. FRAME W3ITH O IX J 43 NW Tie NNW Roam 010E fool NC WS NH1 Mu= z 0 �{ N ti A1O R OAM IN Ma 37 1/4' MAIL 74' MAX A 1/4' MA EL u_ o0 • OM E 531-00 FRAME WNM DOUBLE FRAME WIDTH MALE WIRTH W X 00 • ARV E>b-9/ 35 3/4' MAX Q 2 MOOR MOO R COOL tar DE Nana ROMS 35 3/V MAX. 72 1/4' IMX. 35 3/4' INX. 3 -1 Q W 1A1Q =rem b THE maw P AN♦Z Tll�l PANEL ORMH DOUBLE PANEL WD714 PANEL REM D n z w NMOOOCE NElb4 awL E Ls 1610 m0 ___ L. N. _ A:93Mra. SEOLt AMA UMW b M r _ _, - . _. — C \ : OpMEE pEOpt IMO Sff ° MSE °9° � ° L NME i °4 J R � , ® I It ® {'1 6�1 ® /B• , FEfN MOM Ma O96LMQ SMRBM NE MUNE I 0 I - { 1 �{ 21 1 km, la I I v � a WI DLO .w h. •M.m�M o � . ao..s c. .. Own 10 me m� as * \ o � / \ / q l 3 33 b 1w metes a t -I.aS pawn dsly I �) / • g % Gvif� woman w1 oars 6 x poor non Fonotrockorl horn ! I' u1 t'7 4 :6, g d �y ' _ `' ' / ,/ . /// 1102 hear jambs and hold non n 70/0 a 1111// � �I \ / // m.lrl.l M6 dn.tew and snap R q � / � d)1ht11 height 6aaYrM .041 r ialto N net in // _ a i aln 0.ptl, .2"1:9.1" .Kean and 111..0 3 q l nu s qa 7 /P x the per aur a:. caw c7 w6.1 11a1br are l.lrnd the Oral and all why / I nor /114-1/3 .a.1 Pa 1a A sM tole o. alas a Fl o INA \ W / ACTIV FIXED r., / ---[ Er ..dr of Mr .O cad . glower cone .mu heated to +saw gm 0.8.1. adnya eat A 3✓M' 11.1..1 *Wad d 6w v /ALI% /M01 / :h MI veer N the ha r Mon and s a male .ter *W a Tcato.d N N! b. A . 1 1/2' smn to mono the M it .7 11 R1 C! Rf Cr a w g =Owl O.M. Ecah caw par a .sand into the Lan. Way non . r 15 I 7/16'x2' b n i * L i r p e r located r e✓ Lea . 2 1 2 holm* O m a g h no pa. MI ,name, ErgEOR /NCSIEI - rune /xJ MORES ENEETAa U1VYS' M/S EIDRLITES (arm) .W..+. w . M'• .d Indoel r wow./. jenny tea scaled .1 f sCeLE >/E" -o' sCAL� >/.C' e>' -o' / •. - Nl AMR NtP11 e ARE WW1 +g Q7 FREE 711E ERMINE TEF 5{ 3 Eli .. E s>.r' ` :l s ,,. mot , „ ak OL:” : "-1•• -inn, sx� o c �� �• / TABLE 1 cx DESIGN PRESSURE RATING - / // • WHERE WATER INTIMATION MEESH WOMAN ane10 /26/077 � REQUIREMENT IS NOR NEEDED FLOMOA P'E NO. 56661 sxaAS NOTID • • Ff111etW to WJAI POSITIVE + 35 P.f „/"J�/A" 1. IN EAG _ NEGATIVE - 35 off c/ ax 635. SAFFEIL ; r DRAM M0.: vaOMM1MlRRE N G� 5t/ 3 _ Q, 7 • BE UTILIZED WHERE THE OVERHE 4W112004 Rei R ... REQUIREMENTS MEET THE FBC, MN N. D. I VAST A¢O 7 OF 9 • 0 m n m 0 a m 0 4- O) — C1 1L -3 a . O'1i zw tNggg�g E]n • 111 v4• Mac 641w1 Mac ant 112• NM. OMNI NOUN wow -, i _ R te N uLX avE1Meal. }AVM t UM T' oa 1. AU 1.1E whit —i--17.:11= _ 23 ter W<. WL n yr NM F 12 Va Wx. Mat MOM � I L .{ 1/1' pUM[ 3363 511111 P YORI 3 sate WM NMI I Z _ _ 700pp0 I I _ 0 1y I F ® L.11 ® ® 1 ® -, ® 21 0 =So \ f I - _ I 11x1. aD d 4 p I I I I 1 I �. I� II �� d L � 11 II o O e•7 F1 0 F7• F7 O r s I� �� ' I�# z It I { I BNG7ryE\ -- — �1 _ - — F I &I 0.12 502 an tan Fl c! W1 c! 110,C1 2 Elm � N nVRrBLR fN11IIMG ITA7T (AX) DOURLE JNSIIAC mar R/ > sTARL>TA' (1X7) RIMER 1HCIII41C GATT R/ 2 R7))R/JTA'.S' (DXO) 4 SCALE: s/$' =r-o SCALi • 3/B' =r -o' SCALE' E./r. -1' -0' 8 W o N @ a N h g ALL DOOR MODELS ARE VIE'ED $ o FROM TRY INTERIOR EIDE m o o Abadan to NAM o i t mI Ns QQ NOME BH61..v E 1 ( 133 NOTED — J R OMM P.E NE. 56661 AS NOTED BY: 77++ ''-- um Mr: FAG .Late 71OEltl' T 4 A A „Hu,r O¢ Mrs. SAFFEIL paw* m4 waal.. elao; ,� JWOT2004 o tea mr 17 SEE DETAL SEE DEVIL A ,, SHE. 7 SHf 7 co 4 --- MAX FRAME ,a DEWL A 5 - SEE TIP. 5' t r 1 - Jr 3" - T 74' C U Q CO ¢ • y .- i'r 6- SEE DU. 8 H R F V � M a i 7 1 /2 ` x �p m J' 0 t , t TP. y 61 I - F SEE NDIE 2 1 ! 01 d r S m � t TYP. I � ��� SEE D ETAIL B I a'. 1. 0 h TYP ( ) , 'a m TYP. o P. iiiiiiiikilk ii...... .4011k0- . gio -I t 42 larail„...-fCgitip.---...,.. ... SESc DETA6- 8 SEE DETAIL 8 - - - -- -- - - -- -__ _.. SW. 8 SHE. 8 � F =� ■ = SEE � 8 SEE DETAIL 0 SEE DETAIL C SHT. 7 SHE 7 ENS1f F77NO INCLiE VIV . OA P5 /RYO) t Il�E3 I+MT `OXS DOUBLE -, SCALE f/2' -, -0" SCALE 1 ?' =1 -D' SCALE f/r 47 -0•• - NOTES: -j 7. 714E HMO JAMB IS JOINED TO THE SAE JAM85 USN16 (3) 16 Oa. 7/16 CROWN x 2' LONG STAPLES. 2. W000 .IOINER5 TO HE APPLIED ON 80114 6NE111012 ril Arm O � 4 : . . O -_ —; � ' FOR � NNE A F A A A SfENERS ' S P 5 105" +/ -1 P P% © N ' O 'Err 0 0 8i -_ NWESH 818VSPR 0.e10/28/07 DETALf. A DETAIL, B DETAIL. C DETAIL 71 FLOf806 FE NO 56861 ..AS NOTED SCALE 3/3 =1" -0' SCAI..e 3/•• $ =f -0' SCALE 3/B" -$ -0" SCAMS 3/8" =1• - 0" �j�- 6�10 es SAG t'[' OW 6rvs S4f1ELL AddewdfmffiNAM w ...X666 m �ro On 12004 { /3/S 'L`3 — Q f— _ ...e WM.w. Ale MAMMA . w, 7 of 9 Reviewed Bit SEE DETAIL A 4 i i- 1 SHE T 148 ,/r 712 > FA o 37 1/4 74- 37 1 /4' — 37 7/4• _ 37 7/2' 37 1/4 F' OS ~ e SEE DETAIL A 20-' 6• ._ r - � DETAIL A I I IN 5" T 3" 3 1 5" -1 • SHT. B � � N - 5' TM. 3' 3 S - y 2 W m It n Zro i� it w 0 in Y X 0 9 , I! V 1! © it S = Y d . : IT I I iI �S 7° O. I O I! O x~ 1 .rV. 11 SEE I: I 0 I I © 1 •• Q W ! I SHr . DET•iEYB- II TYP. s 7 1 /2'TYP. II Ea � rn TYP. 9NL 7 �'E' d I © O . �� �� Il I ! o o 0 < I! © i l- . 71 A/t& 3 2 pQ1 L R II II �; c Y 11 1 __.._ , . SEE DEINL H e' fi` SHT. 8 EE D 1 t a. • . r S H 8 1 . . . r D 1 SEE DETAIL 0,...- .2 w m SHE 7 ffiregDNIT ff Sniff Y•R CarIOJ 810 I 11 SCALE f /2• =f -O' INS I 17X17 )r/ z .Sl�' fOXO) © - SCALP f /2• = 7 - z a 2 NOTES: a I, a A dd EldmnroNAMI \`/ I 7. 714E HEAD JAMB 15 7D 714E SIDE JAMBS : o USING (3) 16 ca- 7/!6' /16" CROWN x 2` LONG STAPLES. �m� 0 I , 11j, j\ \ ` 2. W000 JOINERS TD 8E APPLIED ON 80TH INTISN0R Z 0 ir\ ` 1OTAL OF HIN F ASTENERS PER SIDE +/ 1 . ^ � N is �� I I , I I . 6E511 M1+NSAR o.. /28 /m 0 "....N-/">-.". Cet��t NQ � Nresies. /vim �� —Qf FLORIDA / fir _ 5 s 6861 �� N .pZZ6I. A DRTAMD R &• Reviewed `•""' / •^ { 7 o. ,.s. 246685.. SCALE .7 -7 -D MAE s" =r -D" DateReviewet s— , / AS "MONO 1•.: w 6...0 6 a.vs .c JW112004 18 MMAMI MIAMI -DADE COUNTY, FLORIDA COUNTY METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildinacode Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction material. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, 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 6'8" W/E Inswing Opaque Steel Door w/o Sidelites — L.M.I.- w/ Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2166, titled "Inswing Opaque Wood Edge Steel Impact Door up to 107" x 6'-8" W/ WO Non - Impact Sidelites ", sheets I through 8 of 8, dated 11/15/2001 with revision # C dated 06/28/2007, prepared by PTC, LLC, dated 08/09/2007, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATION: Sidelites Are Requiring Miami Dade County Approved Impact Resistant Shutters. 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. REVISION 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 renews NOA # 02- 1211.19 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. � f Cq NOA No. 07- 0820.07 Expiration Date: August 22, 2012 g Approval Date: January 03, 2008 Page 1 19 .field -Welk, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2166, titled "Inswing Opaque Wood Edge Steel Impact Door up to 107" x 6' -8" WI WO Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 11/15 /2001 with revision # C dated 06/28/2007, prepared by PTC, LLC, dated 08/09/2007, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per PA 201 -94 5) Cyclic Wind Pressure Loading per PA 203 -94 Along with marked -up drawings and installation diagram of DoorCraft Outswing and Inswing opaque steel edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -961W, dated 10/23/2002, signed and sealed by Ramesh C. Patel, P.E. (Submitted under approval No.02- 1211.19) 2. Test reports on: 1) Tensile Test, per ASTM D 638 -03, E8/A370 or B557 Along with marked -up drawings and installation diagram, prepared by Certified Testing Laboratories, Test Report No. CTLA- 1078H, dated 10/24/2002, signed and sealed by Ramesh C. Patel, P.E. (Submitted under approval No.02- 1211.19) 3. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per PA 201 -94 5) Cyclic Wind Pressure Loading per PA 203 -94 6) Forced Entry Test per PA 201 -94 Along with marked -up drawings and installation diagram of DoorCraft Outswing and Inswing opaque steel edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, dated 11/01/2001, signed and sealed by Ramesh C. Patel, P.E. (Submitted under approval No.02- 1211.19) 4. Test reports on: 1) Tensile Test, per ASTM D 638 -03, E8/A370 or B557 Along with marked -up drawings and installation diagram, prepared by Certified Testing Laboratories, Test Report No. CTLA- 696WA/ DAE01013, dated 05/03/2001, signed and sealed by Ramesh C. Patel, P.E. (Submitted under approval No.02- 1211.19) Zit / L ► ..`� Manuel Per : . . Product Control • er NOA No. 07 i : 0.07 Expiration Date: August 22, 2012 Approval Date: January 03, 2008 E - 1 20 Je ld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 5. Test reports on: 1) Self Ignition Test, per ASTM D 1929 -96 2) Smoke Density Test, per ASTM D 2843 -99 3) Rate of Burning Test, per ASTM D 635 -98 4) Standard Test Methods for Surface Burning Characteristics of Building Materials, per ASTM E 84-94 Along with marked -up drawings and installation diagram, prepared by Intert�ek Testing Services, Inc., Test Report No. ITS — J9906660-001, dated 04/08/1999, signed and sealed by Douglas Keith Tucker, P.E (Submitted under approval No.02- 1211.19) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 07/27/2007, prepared by PTC, LLC, dated 08/09/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300 - 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 0828.01 issued to Trinity Glass International. for "Component Approvals - Plastics - N.I." dated 09/27/2007, expiring on 07/03/2012. 2. Notice of Acceptance No. 07- 0801.05 issued to ODL, Inc. for "ODL "HP Polypropylene" High Performance Door Lite Material- Component Approval" dated 09/27/2007, expiring on 01/17/2011. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 08/09/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. Statement letter of addendum, dated April 01, 2002 by Certified Testing Laboratories, Test Report No. CTLA -961W, dated 10/23/2002, signed and sealed by Ramesh C. Patel, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1211.19, issued to Jeld -Wen, Inc. for their Series "Inswing Opaque Wood Edge Steel Door Up to 107" x 6' -8" Unit ", approved on 01/16/20032 and expiring on 08/22/2007. fir. Manuel Pe „y' E. Product Control E : er NOA No. 07- 0820.07 Expiration Date: August 22, 2012 Approval Date: January 03, 2008 E - 2 21 1 74.5' j�� MAX. 0A FRAME WIDTH- 70 MAX. O.A. x J+�+D RR.GN0 Steel 36 PANE MAX. o. 3 6 - AN OA • PrzoDVCivEnEwcD as amply, vordt ErjalUMMERMINIMISUM PANEL NTOT}i FRAME 36" MAX. O ty /AS L PANEL WIDTH PANEL WIDTH 15.5' MAX Du'1&r � 'P' � " G _ 1 • -OA =ELITE Aoamwe . . FOR SOFT ae ,.r,._ , THE - _ _ .. FRAME WIDTH rbnra +Oa J- I -'L. - 1 . � . � n Woo R me 2 0 08 ® ® ® ® ® er % .. OP ( HURR AIAO 0 � SS NQ1 V . MOOD 6UC EI.00TrY 1RM.UIE ZONE' W / ® ®_ /' - MAK .,. 2NS 9Y OTHERS, MUST E ASCHORED PROPE � - - PANEL WWIDTH ? m R.Y TO TRANSFER LOADS TO THE STRUCRSTRUCTURE. m '� 625 ItAK OA 3- PNO R LOC AT SMALL WI Y A All USTED AND SPSPACED PER _ ® FRAME HQOM _ M MI °�-® 63.' , M,x. m o A MA RIA N L S BE BED E VE PAL I D RES SfH6 TO' Tb S � � e' I/AX. D.L0. HEIGHT to OR TUC IN7ET8x sFIA[L 8E BE7OA0 wALI+ES n ��++�s - y - -7 o 4. SSEE TABLE 1 ON THIS SHEET FOR LESION PRESSURE RA I �� v o 0 ODOR n� D iwOTH 80. PANEC HQCHT 2 q � S PR ® ® PANEL HQCHf l , r - - EM qYW 5. PRESSURE AS PER ASTU -ESSI. THIS PRODUCT Omer 286 Ills WATER C 3 A ,e4 6 !MY MCFT THE TINTER RF ,�I ® I r . .. � I Y W WNFSEHIS FOR MMW -6WE CpR1Y. MM I I ® ; 41 w 3 C 7. NI -EMDE APPROVED IMPACT RESSTANT SHUTTERS ARP RF II M7RFr1 RPC (WY. t ■ & SIDELTES ARE AN OPTION AND CAN 6E USED W A � lo RESIDENTIAL INSULATED STEEL. DOOR <s.a. r6n6= Iw.IQ DeeR Comma, to or from. amino R/NON- IE91Cf SORRY AXON awn J6 6 37 pa' • Q 5" MAX OA of s e 5 eeno gladly t - mM FRAME TPp7H OA_ 1 MAx. 0.A. FRAME WIDTH- . 7h* A-f• 24 eammerx4* )-25 ,875 pel - A . per B' 824 MAX. 0.A. Lo *Id Fy(Trw)�24 MAX. 11A%. OA - PANEL 6101, 36" MAX. OA 15.5 MAX. 620 ... d � , F g W • • ' /�; :.. E7N6 f1aNaRtrerle MU 1.0 !0 1.25 PANEL WIDTH PANEL W1DTH ---0.6.. ---0.6.. ---0.6.. 0 V4D E e J g gg . 'The e44 and 6 dAW Pant r mn*606d ca FRAME YAM by o d holm ida The I o v hnm 2461 (6W0" d6 g } MhMl6ed a*A 1M Ian mat top ® ® told bottoms 2466. on End th) she ur top rxrb of LW. nneTMhrr 1.11T .tae x raw Olds The r ^ s MAX. OA .. roll b rah ramM OAl1" x L21' Milt. 11a Was * PP/ 117/111./ J _ I WIDTH • MM Lx inn ork ad Penny Pin Titre We Meth Lee Mrdt r LO" Min 7M Perb only b ants NO OA • FRAME HEIGHT _ ; 8" MAX 0.1.0. HEfGM .) 9*Mn6M Nan Nan /M edger W the loot loot sheet w be* 9O nt " A 80A' MAX I. e?• /M, D.LO. WIDTH on tly PeI1T4wa ye m* ad shed h R. The etshe an ' r V` 0A DOOR !I � i T`1 80.O" MAX. SR/ELITE Or re ads re l yeb .1 r ' Mo n y C13) Ito I r k PANEL HEKiHT - ® I�, PANEL HEIGHT ., - n shwa w pled x6h .127Y hnpaMd yon. TM Ib / Fwd 6 14 09U Oche gnrpdwd an floe atEerfor. r�l r ti: O 7M harMe en wrs6eeM hear Porldamie are � l.2 .44..4.25' an. Doi Red Jo** Amnon cod butt fulled h the *de Jae6t ad o o Noy Oh $ (3) 166 1 2", 7118' Rime dr d* . 8 r' lab o w o adjustable L173" L`.ECIyIS III ill adjustable meYrrrxrt BxwlraM nt�xflq 4.5112 lrtl x t thistly* Ts *ached te Me hoes *8* (3) 1601 2'r . 16" croon t 7en oh .(8910 5(16 *6 l AT OOM M W/MTN -54ACT aN111PS 6)0X01 g IMMMIIIME R H9yq(] TABLE 1 k n e ay s • 'OEM PRESR„E RUM WERE WATER 1.4C)2 en* 06/28/07 O < . - IN L/ROTOR REOURGE1T IS NOT AEBED Preparxd 13),.. UNR TYPE WIAS ' S7RA[ � lxp : ii HO SINGLE DLOR WED SEEMS (x, Dx xD, oxo) tss.DPe: Om s Mw ♦�" t�l9utC•:'.:!: +;� �• DOW DOOR 8160 SOF1O6 (10L am MOD. 0!60)_ 355.Ope/ lbnb TIC 1� 41323 . aw w, 'GIN EE IRID TI/R71E MOM REMORSE= Mm DIE 2004 RC SECTION 64610232: 1 6668416 ibrM 6� Plow 321 -890 -1768 5 -2166 WS cnemr. r Anrr.rn ra PPM Fox: 321 -690 -1789 sr¢T I or 8 0.75' MIN. BY D7�� CONCREII:/MI00NRy - EDGE DISTANCE 0.75" MIN. BY OTHERS F8000_T RENEWED EDGE DISTANCE 112 H000 a 11es^mtAe FlnMy or, SORER• P Code N Amy No • - • :I EtPtevon Doe .. ; / /Io 6Y i/ / SLR 0 �'' • ° � a a e IYeaeet c.. J `� EE NOTE 2 `Wr QJ SHEET 1 2 . 150" MIN. � �. SHEET 1 6. 7- X 6 1 - j • $ EMBEDMENT a EMBEDMENT Ar C 7 11t , 1 7r T . 1 © WW1 a I, V I I. - cry Li Et •" J t i ff 0.25" VAX. - t 0.25' MAX. A(r ' SEE DETAIL 6 /• / r •. SEE N• •F !71" t l _'' W SHEEP 6 SEE DETAIL 6 i'- t +4 . '�:'. 3 SHT. 4 I661 6 F - -f -- r �_._ °I a SHEET 6 � , Rat h IiR Y /L I ;' - .ps ,,: f le P"7 -T" .r a y T . C : SEE NOME iT1H.1 F j -112 S HT. 4 fF11 I - a ?I7F - I.7 = • , rA ,. 11171111-. _ 7 R : T ,l , m6r 7 l �.,;.,� o T. ® t 1 s G a i: • a :_.hi��0 §mac. � • s-ar r Y - z � 80.0. 040 OA 8 117•.. 7 7 I 16 �� = I DOOR PANEL HQCHT � F=177Tri 1 t! I F,•, i b J 82.50' MAX. OA 0 80.0' MAX i11r7R 7 .1 r �. L � FRAME HQGM HO B OA SIOELOE � T.. ] T 7 F �--. IS DETAILS FOR P ANEL HEIGHT �[ = Z ; - 7 I a 1 C1A55 TNK � -� SSS 7 F7F.1'7 or E. 1 i arl� - FAIT r 7 T �tJn! FIT•: T I a..) 0 0. FIT ! ■. camas - - �J FIN -- o a -- <�:7• ■ 1 RLit 11 mato S 0 S n� FIe T r T: W 1 I �mi�, 'p a .,.. I 6 1 ■ _ :..;�,r zha��E ,:� GC 1/4' TAPCOAr MI. Q7 .ry'' L'1F tr e a ICI r((II' ir 11 3_1 , 1 . I I-R i< , ILL CRP 11 T'IId1 'l F - _ .. ' r�I : "7 k... \\., T- �� --� l trsH6 ~ I L. Lr"7.7m.,i t -'1' ! i r MM. p L J � v EMBED. EMBED. 1.25 M.N. . s Ill • �' e CONCRETE/INSONRY Ii,... m <.e C0 2.50 MW. • xM� n .e BY OTHERS BY OTHERS EDGE DISTANCE 1/4" TAPCON LL' EDGE DISTANCE Pr7Pared B7: PULP 06/28/07 NR ��� 7P0. 6R NO are s. 16.1.1n �'" aK x S SaNel7 DOOR PANEL Pip. P. E Mw a1soo �pR A.D. NON - IMPACT SIDEJ.R'E 5451{ 1035 Pygmy/ ye. smm PPS RC, 01.0 5 -2166 (SHUTTERS RE0URREO AT 070EIJTE) 1.104 ft. P.M. 30853 Phony 721- 690 -1788 •6'e Poo* m. +a.e.e.. la PPM Fax 321- 690 -1789 s•ur 2 v_§.... 22 1.50" MIN. MW11RxaNEWFy EMBED. Ds *PION Mao Baiw.Caae • 0.25" MAX, A.cxpas No o liA dl SHIM s.a. ux SEE DETAIL 6 Dm SHEET 6 1.750" MIN. 0 1 $ 1.E0' M.N. PANEL 114K. �� ' - rA s - EMBED. 0.25' MAX- 0 ` W SHIM SEE % '1 � 1z HOOD � 5 � e '; t �'� SHEEP 6 L 6 - .- ' .. . !�ilA� �6 Sa 1 EX�61QH ! m 2 E N Te ® ICS ® O 3 SEE NOTE g 7SHT.4 5 1 ♦ 0 • 1.. x81•. © CONCR /MASONRY H 11z wnoD ' ' �� �"�� !f e1 ricE w61B ro 9UCK Br o7HERS gg =� T.7 8gW 2 S I 1.750" MIN. ,7' ® ; g x WI \ 0 O PANEL THK. ♦ ACTIVE E I S EE NOTE 0 INACTIVE 4 MI a stir. 4 CONCRE7E/MAS0NRY 1 I II c A . , Q ..: SINGLE DOOR ® ®® . 71 4. Q LATCH , I I . AMB x TO BUCK � 11 o Niii ® ISEE NO :CD ED 0 IMMOH ASTRAGAL RETAINER BOLTS (2) 111. u TOTAL, (1) 9.0" L at TOP AWM. RETAINING SLIDE Epee ^ � & (1) 9.0' L ®BOTTOM (J) 1.0" x 45" x 0.565" 8 S'B AIRI .•a •.I .: 18.11.•. am 06/28/07 © AT ASTRAGAL W/REM Prepared By. 5COLG NTS /18 IMPERIAL ASTRAGAL Wr,. -�� IAei x JWJ SEE DESIGN PRESSURE �. o.L 7A S Salldl RATING ctwrr sHEL7 1 . MM. Wu qp P. E Nc NT1] ran �s* p mU 2l 6 5 -2166 6 65 Phone: 321 -690 -1788 " rare c of .,e.n.e., m, Z. Far. 321 690 - 1788 ' °F SEE NOTE :001.1e xtana,cE ( rs NOTE 0 8 SHT. 4 BdICaa Cade O 8 5Ht 4 mFUes No E.pr.7•n No . ... 1 B ." SEE No1E SEE GLAZING c Q 0 0 r a O u.mr.sv+ 5 Slit. 4 ® 9� SEE O SEE NOTE ® ��j� ® 4 ETNL6 5587.4 q ��� SHEET 6 i II ammo SHEET 6 6 ��® Q © M See I m - o 06 1 it ® 0 �(Y. © Lel I DUALS FOR 2 IL e o 11 \ !W IY ` -- x.:,N:. S 11 GLASS 7HK. *.a t m EXXff8110H : % 1 .75' I NN. _ GLAZING ; i i, II �� PANE THK. . GLASS THK. � .& i'AZ ' ... SEE NOTE -e la SHT. 7 N ED ® , - � o � • ED 0 2 SHT. 4 SEE NOTE ® O Q ga 3ff'' Z 2 SHT. 4 SHT. . ® SEE OT 4 SI WEB= ® ®6 © � 4070 ®6 TS 2 SEE NOTE 0 6 SILT. 5081704644 65CTID / v� •• U NON- IMPACT 67147116 70 1 ARCH .14648 TYC NON- IMPACT 111161 ITE 7 88456 JAMB 177, 525 w � 4 (SHUTTERS REQUIRED AT SI0ELITE) 112 WOOD 1.50' MIN. m. (5HU11txs REQUIRED AT SWDEU7E) oo��cc m SCREW EMBED. x Nit o SHT.1 ® SHEEP T AIL 6 Z. t § SEE N07E5: , NI 1 47,41:,. MAK TH K. I EIu 7. SPACING FOR REM 141, THE 170 x 1" SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE - INACTIVE DOOR 15 AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP, 1.0 2.5 4.0', 55 ". ® oc® 73. 708 1 & 26.O". / 2. SPACING FOR 10. THE 114 x 1 1/2' PLASCREW 680 FRAME AS FOLLOWS: TOP DM: (2) I . ®�® FJRFRIOR SCREWS 3.0" IN 4 , 680. HORIZONTAL CORNER- 6300 THE TOP OF THE FRAME DOWN ri ON THE SID ES: 3 13.0".0', 26.0', 39.0 52.0' & 63.0". .;. ;{�L+'' I 3. SPACING FOR 1750 /47, 114E BRAG 78641 NAIL 3/4" L ATTACHING 714E QUARTER ROUND 70 771E W = "7 .. IS AS FOLLOWS: TOP & BOTTOM: 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) • + !Y _ I MORE IN THE MIDDLE SLOES: 7.25' FROM EACH 14 END & 5U( MORE EQUALLY SPACED ON j ;r.:, I .. 114E FIELD. ELD. • ii!.'. _ 4. W404 ATTACHING TH6 STRIKE PLATE 10 THE JAMB AND BUCK USE ITEM 125. A 18 x 2 1/2' I[ 8 V- PF1 W000 SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAWS AND SIDEIITE JAMB A7 DE GLAZING I 1 k 1 THE MULLION USE ITEM /24. A /8 x 2" PF14 WOOD SCREW. GLASS THK. 5. SPACING FO8 REM /25, THE 18 x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER i5 SHT. 7 AS FOLLOWS; 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED. A O ©i SEE NOTE TOPL OF (6) SCREWS PER EACH VERTICAL MULLION. S NO 2 SHT. 4 m k 6. THE SIDEIRE IS SECURED INTO THE 5DL3l1E JAMB WITH SILICONE CAULK ON THREE 0.25' MAX. ups & 3/8' x 3/8" QUARTER ROUND & BRAD TRIM NAIL x J /4" L 3 SHE 4 CM a 3 5HIM ® SEE NOTE „. <a. 7. X0071 ATTACHING THE HINGE TO THE JAMB AND BUCK USE A 110 x 2' PFH WOOD 6 SHT. 4 SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND 51DELI70 JAMB AT THE MULLION USE CONCRETE /MASONRY ' -� eNF 06/28/ll7 MULLION x 1 3/4" PFH WOOD SCREW. BY OTHERS Prepared Bf spun N B. THE MUON CAP IS ATTACHED TO THE PRESSURE TREATED REINFORCEMENT WITH REM 128 A 1" IAA Ai NAIL SPACED A MAX. OF 12" ON CENTER N0N- IUPN:T SI DFiRT TO RI 89! TYP, L 9. SPACING FOR ITEM /53 THE 18 x 1 1/2" PANHEAO SCREW ON THE 7RINRY VOELTTE FRAME IS (SHUTTERS REQUIRED AT SIDELRE) c. s. �"' e" 5. AS FOLLOWS: FROM THE TOP DOWN ON TH 32.812 E SIDES (5) AT 3.25'. 18.0625'. 32.8125; 47.5625 •rrr. r. c it OZ. m•I••° No. REM rsss of & 62.625'. THE TOP & 80774 (1) SCREW AT 4.4375 ". .w sm wt. en � ' 5 -2166 P fiC 10 USE 126 WHEN INSTALLWG INTO W000 SUBSTRATE AT HEAD AND JAMBS. USE ITEM /25 m e, o.. nos. a 4 PM1mC 321 -69D 1788 - WHEN INSWNC INTO MULLIONS. e.w.. mit w•.o.r. MY F4c 321 -620-1789 yFn 4 of 8 23 SEE DETAIL 2 ON THIS SHEET PROfUCf¢F. P.vp �• •�• '�• •� ewd ®nr. .7sr./i• of t r 20.125' SEE OETAIL f 14.83" P ,, P, 14.83 TY. ON THIS SHEET TYP SEE DETAIL 1 • 6" 9' • 6• 7.37 3 ON THIS SHEET - __... �' 75' , b" �II7.375" g I z „� ♦Ci u.1'f wax. � - �' C f1z woo° f �., D.c. TYP. 14.1 AN1O + . 36. 75' O.C. TYP. OWN rz T HEET 3 DEfA:11 I' EW I I I d rlals sHE i - I 69. 75” 4 69.375" b 5.5' III _ I 95 5.5 5 Wit 4 II , A i � Si II' M 0 _0 E Q 0 l/— W - I f p O 1/4' 36. 75 1 /4' - 36. 75' - 1 4" TAPCON $ F 0d 4P 7. 1 1‘461 Q� APCON © 1 / I�� a ' -- -- - ° � — I A �� O 0— O i _f,, . © A 3" r 19.125' 3� 7' 3, g l s . } TYP. 3" SEE DETAIL 5 7FI5 SHEET V M . & ammo DOIIRI F IMPACT IN.SINM: DOOR ANCHORS' 1 (Kk71QN0 SWGl E IMPACT INSWINS DOOR WMON- fMPA(.T RFSNU7 ANf710RING 1 °CATIONS FROM TNF IMFRIO-A YIFIPEO FROM TH INTERIOR T T O . �i�� O 1I ►� — SEE �� ,� � ;� �? mom I , Tq X, ill gi' / O ��..' RETAINER BOLT THRESHOLD �' C I..I STROKE PLATE 8 m "c • OETA1 N IMP AS/RgGgL a Prepared B/; / ooc 58 TO JAMBS DOOR RETAINER BOLT HEADER STRIKE PLATES TO DFTA6 4 sole N15 SEE NOTE 4 SW. 4 STRIKE PUTS JAMBS SEE NOTE 4 STRIKE PLATES TO S617. 4 IMPERIL ASTRAGAL I ��— [NR BY J ffell m• 47 �. ` ner. et S Sa Rertl. P. E r. 47323 DROPS yy _ RC. LLC PTC. 11C ws Caswell Strut 9.. CU 1 71•4274014 R. 3223S Peons 0 -1788 5 -2166 • tufts. or rrwr .n 22733 Rcc 371 21-0.9ag0-1789 arts S a 6 SEE DETAIL 2 P rr wm /- SHEET 5 L. C sr e <en the Florida her No D .„ „M / 20.125' rm. SEE DETAIL 3 � 3" • - SEE DETAIL i 1 SHEET 5 1 SHEET 5 F A� 3' .I a' . ' 3" 3" 7.375" 6" 7.375 ¢ 6' I :: 1 -;' l ■ 112 l C' I SCR SEE - 1 SC R • SlE DDM � 4 SHEET 5 5 _ 5" 5S i A � � 75 " �1� SSEE 571T. 4 NOTE/ - I A 5.5 11F 1 12 A5 r W z e SCREW I o'°'v G O SEE DETAIL O © ' i 3 o 3 SM 5 1 TA 1 /' x . L N Ai. m 3• � _._Il - �Ge_.� ©" A �� O © O I?! a 7" 1'I 3 8.5" MAX. G'r .. 3" O.C. TYP. 7' SEE DETAIL �•��5 SW. 5 111 DOIIRI F IMPACT INSWING BOOR W /NO IMPMT SIOFI arc ARCHIVING I OCATIONS • 0 .,- - N . Y...: • •, • .: _..e..• ; Li, • - 11. ;, VIEWED FROM 7HF rNTERMR VIEWf7) FROM THE I aIOR ,? ;, SEE NOTE 10 m 0.15' MIN. C- SINK. . DN SHEET 4 _ // ' • ' 610 T 0U `\ / / II SCE 06/28/07 ReBared BF SCAM N1S L. am - a -- ova.20 JWJ DETAIL R en. x w I " ac ee 5. seta COUNTERSINK FOR INSTALLATION ANCHORS 11•433 P. E Ma 47321 02421741 10 2 Pm 1535 Cumuli b � . Sub 32.5 SUSS KC, 1 !IC 5 -2168 e •a + ena. 1•q e Pae 32 C 32t 680 - 1786 MK Min* at •..n•• n se .w F 32f- 690 -1789 AEU 6 a 8 24 • .• 0.12.5 PRODUCT R.0•10•EI in 1.1013" 9 ..............,,,,,t,„,,,:::, 0,2 ,74: / ,,, - •••.: ...,. , 0 JP!. mpg „Mil .....ab 1,5625" 1 ' .I...: •-.-,,,,•••,.., "7 . ' ,1tle ne•••;, ' - , //://;:/7,2r.•.",;_li w„_. . .116, 1.544" . .; ,... 1.75" 1.75" 0 IITE FRAME MI 2.521" 2.521" HP POLTPROPOIENE 644 (5L (a ItTPATT IRF RAW @ 108619' I rrF 50919' 3i :2 I/O' GLASS FRAME '..-..' LL/805 £U.-7 1 05 EU-5007 1/2' CUSS FRAME 1' CLASS FRAME r.A,3M us P. -. 0 Oa Q., l' Io PAG MAI 1 2• ',PTA, 7 1/8" TEMPERED G18S5 WANG OFD1L 3 1/2" INSULMED 'WPM ED 1 CLASS 108189' UTE RAW l' INSULATED TEMPEIT CLASS TRINITY FRAME g " 0 is 0 cc, -- e Rill A p e 1/2" MIN 40 CI dam .,,,....,..,,,...,::: c 0.125" MIN DfIZEIQL? ... , • CLASS -Mk, I'LL 0.125" TEMP. • A °ASS IMEH 7.,:: ,.-: ■ '‘' ■■■■■■■.■ r • ....... .., 10 . 0.25 AIR SPACE i , IA 110.0111111r-- 0.75" AIR E x..4:: :: ;„ "1/4 .11.................... ' ..,.. r It i :: *:11t . moi5E;cersnasp Guiss 1 3 0.125" TELP 11021413 0.125 TEmp. a 6 --1:7--- 0.5" GLASS INESO tt. CUSS 1 ki 0•5" CUSS RITE ai NarE gy.: 9 1 I'D17'111:14V." 7 . G u s 5 :111TERCEP . J5. 1 SEE SPAC7 NOTE 3 0 SNT. 4 6 6,..9 .., 1 il SHT.4 BITE 1St w SKT4 '.1 a .. ., ..... 0/28/07 Prepared Br ,,..... Nis NNNMNIMANIM Is. re: Au l. :,.......... ,... 7".. .... 0. LIC P•re. u.c MOMS 00, PTC. 11051•2500. 1000. 32055 Mow 321-080-1788 0-2166 AR ISMERIE tra 8• 5. 0885. Fee 32I-690-1789 emu 7 Of ...§_ - 1.67-- PROV.K.1" r 4.5625" 1 1.67"- •-• 5.25 - I ----j &yam... 0..: • gig APO a 1.25" 1.0" DV / • / --crcep 1.21* 6 •••••••, IS 5. w# MAP% 16/91212.B3AME 0.50"J 0 .141 I ATCH STRF . GO ea) 22c2E-amic HINGE sni F o --1.73"-- 0 Dom STFF7_ FT/GF CAP ROTTMA 2.375" .021 ROLL FORMED STEEL 11.575" 1 1-3 4.562" t '. 7: //•. ./v. • , 4.0- 168 63.1 t /. • ' ' /./ // ./.. 11875 , .... - - ----j4611111 1 '2/ IP/./ // vi • .980 .91 " Id / // 7 / /// -/ 1J 0.689" g!* I C.3 62111121141 -5"21ta jliaLSQ 4V/A13.8/STAR F CAP"IIMIMPFRIAI .-.1- r 0.156" - i' E ® W000 LOCK Ell OCK. 1 71" THK, 0.051" WALL 'MK. 0.45" A E 0 NEEELALes2AGN. L am 2.063' L:-/-0.45" 2,040" 1 , 0 0 0 FXTRIEFO AI UMINUM 0 075" .45- / 0 Nal. gill] 1.682 0.689" _ '.-.=-..-.- •eti.Li . ea maammid FXTRU0F11 MY, 0.060" T14K WALL. TYP. Ili;! cav g b swFrp ,1 R J 0 4.562" ---I I--- .097" ® 4.._12EILLIK26AtrIE 0 0.097" TT-IK. ST Ea Er' HAGER , , AL/11151911LEAMONS1121:2101.0 @ w/sroant porrom SEAL sr 0.530" STRIKE PLATE IMPERIAL 0.051 WALL THK. IMPERIAL ASTRAGAL w. FA 0.50" igli 0.380" E i i .140" 0.525" r0.25 .375' . 1 1 0 COMPRESSION WFATHFPSR11P SCHI FOE! 0-1 ON 005 650 r 4' 7 ■1 ...- ® 9"If2IN(iAP Prepared or .... 05/26/07 se.ALE NB a 1 ■ ir if., ... S. see al asimmasamori 014/50140 MO, - ,•... c••••••• ...., 0..... as Ph PM. 06 0-2166 80988. 88585 08561 P655. 321-690-1788 F. 221-690-1789 ma. 8 OF a 25 NOTICE OF PRODUCT CERTIFICATION -- ''� CERTIFICATION NO NI005360 -R2 -7'T DATE: 03/10/2004 CERTIFICATION PROGRAM: Structural - .. COMPANY: Jeld -Wen CODE: J -104 -3 REVISION DATE: 05/06/2008 The `Notice pf Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the next published issue of the Directory of Certified Products at wwwNAMICertification.com. Please review, and advise NAMI immediately if data, as shown, requires corrections. • COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Jeld -Wen Exterior Doors Jeld -Wen's "Energy Saver" Steel 3737 Lakeport Boulevard Outswing Glazed French Door Klamath Falls, OR 97601 w /Sidelitees Configuration: OXXo Glazing IG -1/8" Tempered Glass Frame: W- 12'5" H -8'1" Panel: W-3'0" H- 7'11" STP: Pos+52.5 psf Neg 52.5 psf • SPECIFICATION PRODUCT RATING ASTM E283- 91/E330 -97 Design Pressure: +35/ -35 psf Glass Complies to ASTM E1300 -04e1 Product Tested By Architectural Testing, Inc. Report No: ATI- 0349505.01 Installation Details: JW022004(1 -9) Expiration Date: February 28.2010 Administrator's Signature: `/ NATIONAL AC ITATION AND MANAGEMENT INSTITUTE, INC. 11870 Merchants Walk Suite 202 Newport News VA 23606 TEL: (757) 594-8658 FAX: (757) 594 -8659 26 . . ( ® Steel 8A 1 D > 0_ BOOMgwIB� 1�lf�fit@M m O L AC nmiva0ra wipes ,r w EOM der e[ COMO 74' MAK saw w 148 1 /2' MAX OVERALL FRAME IIrIDTt l - .Li CC ?-0•74°? , rtoa a.a Ka 1 wAd w are KM Man N MasO4R Oa 11E rROOM FRAME WIDTH W , or • • ,m 1 37 1/4' MAX. 74' MAX 37 1 /4' MAX. — L = tp 7 2 7 /4' M AX FRAME WIDTH DOUBLE FRAME WIDTH FRAME WIDTH 3 s F-- v ire 0.03 wy! MOWED memo PANEL WIDTH t Ma.a 10001/ ISI.I ®0. R FOE 36 3 WITH 35 3/4' MAX. 72 TPA' MAX. 8 ���p 35 3/4' D i IMMIX AhpI !MO MOLE AI CIETOO 9 WO AST RAGAL PANEL WIDT DOUBLE PANEL 1gDT17 B.PA WIDTH c1 Y 4 AS ypII l.mpl , 9 _ �L - _ . A wows MOM 00702207100 EL INN 1. - } - __ _ .� s. Nagai at CMOrl.e MIEN ARE ♦>i]al� __ _, r I I 1 a9M pAMf.6tlVT0 wOD1MwMd55®6E _ ' w = W IDTH .- - W - EEBEE OS w 1 I . / W Z � f1xEi7 71rE FIX@ o u! 5D1-16116S 24 9o. (0.0217 miaow Mobse c tahws Sbd petard wweb C to m ter x3/re' rep* to d tow (4Wk. I I L�'rQ�a�eir� �°� w4Mb�• •b era a 115 M¢ w>✓mot, 4 c F7 a o 41 13eL� ®6 6111 door pool ea coerheebd Wm be Ike dulls of 7 p :a (iv *o 1 • tam L lI , 0d tapd e wi TN The we shwa I. herd . °er �' E'L ■ I A v ' L.O. u• ® I 4 } � .! o ° p 1. .. , u x o' Mw Mod tap a N w ILT. \ i � . ma-fa 0.e laver lever} Dw tsar ol n) a t So ad waste st jmt mho we (me iroi, > bah deft 6 1.60' e t i u i ia i n i wow b / m 7L - do - Me w ith e l m ! constmeted wedding of m paaDa —' mod[.► M. ► a�l, � �d[y wwlc! Rsv threshold l and s ao vinyl slings 0.M a e haad/jamb comae T. M cants were overt ry d q nutted and sealed 3339 t 7/1 comae wore y_ fastened wing flaw. ?were 7 /1s' : 2' long sAepl° W draw 3 TThe dig )stab comers were soared wiN fins 7176' x Y long $100Rl.R 0fJ71SW VF NWT (111 I1grJRLR MJ?RVVJ r Tom 1►/2 SIDSLIT113 (OXX0) 8.. .tape. The reeled mullions were heed e fastened through the SCALE Veer .1. -0' SCALE 3/r ..r -0 e nd she .. far 16 x 2 1/2' emend per end A 3/0." hod was Aged of the ranter of the fame herd ore site and o m.hd strike plate we. footwear u.11g two fd x 1 1/2' screw II receive the Mod at the top and bottom overcool holt. Bach d Pel �+ was secured into the frame swag fors /8 6 2' ,eaves Per u t mODR MODEL ARE t4EWFD 01 sob Mooted 6 old�o344''ryfoot ea red faatan.. 160.911 00 FROM THE 1NI A 510E w sewed et the Interior and exterior 3.09 aifew a ;MN* $ .tea / T.WEOF aimg8 \ 5 En/ DESCOWDON 3; EIMINIBi +L 1881E 1 ©� -1l.� 0.a. z O( I ,. ..-,11,,,h1.• y - MI, . MI, 2 r � DESIGN PRESSURE RA T ING (X,XX.XX0,OX0,0XX0) oX .� / • UI R81 WATER INFILTRATION f l p � 1 ...II /12/07 OC tr s >t ;( '��ffS'J' j / / f/ REOUIREMEM t5 NOT NEEDED soma AS NOTED N EGA T E E - 35 p 35 P•f ,,n owc to EAG . SAFFELL / NEGATR - af �iJ M SAFFELL r CM EE MED WOE 058156555 RW1Nfl813 1060010 1 o. �dd n NW r.s wimfe JW022004 a0ww ^�fY�,f1 MEET TFE FBC .... suer i or 9 0 0 °' >c 5- O 0 ¢- z O. N 37 1/2' 11 1 MAX. OVERALL FRAME WTTV 1 MAX OVERALL FRAME RIM lZ LU _ co MAX 3/4' 37 1/4' MAX. 60 7 1/4' MAX. g ¢ c • 35 3/4' 74' DOUBLE FRAME F8r MAX. 37 I /2' MAX 1/4' FRAME WIDTH FRAME Mons FRAME WIDTH FRAME WIDTH 4 z m 2 1C � 2 • 1 4 00I1BLE PANEL Wlh' ^- 3/4" 35 3/4' 54 AX., 3/ 4' MAX.. ut m C D.LO. / PANEL WIDTH PANEL WIDTH • PANEL WID I 2 S U' i V' p N » s , i x I , � r I ° I >, i�7 m L r f IG1 ■ F1 �i m i 1 : i . ! r l i e .,, !=—;.: n H I i M � • - - - �� !0.-Y n I I� [Wy`tinw'.'' It.TY Ott /:►Ire 1, VW ►Mwd *Ifro „■� ; . CO L OO k7�! Rlt:! RTE! T' 11 It' SINGLE OOTSIrINC mvJT (.2:/.1 (.2:/.1 opf(atJf OUTS /!AC UNIT UNIT 1/1 /f 3...../.. 3...../.. rXYD) 9I.1CLS OOTSIIAC UAW 11/ 2 S,DE'L!7•BS (0.10) o 5t 42* 3/8" -1"-r SL•ALS• .9/8" -f'-O' SC42 &• 3/8" .-1' -0' F! ISI fildendy to MAI -11. 11 1 NI ,,,,i NCIWAMRIITWA. N.- -i-o(S 22 �'�_ Z I • IEVI NW OR 11/12/0 pp , � ( f1aeM P MI Beat s... N DateReheat le 11 8 ly /* o.. erS SAFFELL MOW, JW roe: f l 1 ® � .: JW022004 sr nor . 7— or s 27 NOTICE OF PRODUCT CERTIFICATION -_ 90 ` CERTIFICATION NO N1005361 -R2 - DATE: 03/10/2004 CERTIFICATION PROGRAM: Structural d COMPANY: Jeld -Wen CODE: J-104-3 • REVISION DATE: 05//06/2908 The `Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left band ' portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the next published issue of the Directory of Certified Products at wwwNAMlCertification.com. Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Jeld -Wen Exterior Doors Jeld Wen's "Energy Saver" Steel 3737 Lakeport Boulevard Inswing GIazed French Door Klamath Falls, OR 97601 w /Sidelites Configuration: OXXO Glazing: 1G-1/8" Tempered Glass Frame: W -12'5" H -8'1" Panel: W -3'O" H -T11" STP: Pos +52.5 psf Neg -52.5 psf SPECIFICATION PRODUCT RATING ASTM E283- 91/E330 -97 Design Pressure: +35/ -35 psf Glass Complies to ASTM E1300 -04e1 _ Product Tested By: Architectural Testing, Inc. Report No: ATI 03- 49504.01 Installation Details: JW032004(1 -9) Expiration Date: February 28, 2010 _77," Administrator's Signature: NATIONAL AC ITATION AND MANAGEMENT INSTITUTE, INC. 11870 Merchants Walk Suite 202 Newport News, VA 23606 TEL: (757) 594 -8658 FAX: (757) 594 -8659 28 i SEE CETALL A SEE DEM& A SHE. 7 so .All. 7 m CO 148 1/Y 1 - Oj ro 7 1/4' 74" 37 1/4—". 2 LZ- 4" 6' 6 SEE DETAIL A W Y SEE OETALL A 5 1/p -� 3" 3' — 5 1/2" SHT. 8 F- 4. I AS V © . Q _ 1 1' ! r D n W TrP a 71P. III © J. I m>` II 0 O Q H 01 0 I ° C 1 x H © 4N 717' O - ° S y I 1! m oi f a // 1 I ,Y © ©' 110 1 1,1 I , 1 ; i t• y W' 5 5 - 5 I/2" SEE DET 8 3 6 ._ 5 1/2' �_ g S CdAA 3' S i SEE OCTAL 8 2255 � •e g SEE DETAIL 8 ,, I ENT- 8 E nna {pyp. NL C SEE DETAIL C/ SHT. 7 SHE 7 ANCHORIN DNS M EWLS Mr LOL'.A' ONS 4 TANOi1/I p1T TSI►OISWING P. UNIT (TTl MEWLS ' 7 T. 5 7 1 7�I'� UNIT iI /2 RIORIJT)Cq IO222” 6- SC.L S /8 -7. -0" SCALE 3/2" - - N 4 O All O nR HO1<IC ARE VIEWED FROM THE EXTERIOR SIDE • N07E5 n 11�.� 1. WOOD JOINERS TO BE APPLIED ON BOTH INTERIOR .-- „ FS/ —41.I FOR TOT T FASTENERS PER ME SHOWN +/-1". . � c t � 0 1 1E� .1 • - • �_ um, Now e O i ° — - NEER IONIM me11 /12/O7 - {3; FLOM PE N0. MC sage N75 .,/ "� ors Ent EAO DEENL 3 DELI S ffi�O Q / '1 / "� ell w5 sAFFEu mow V. Addendum to NMI AI/022004 „Q 7 a8 AnM1LwMin.. IM- . ..r - _ so. - Q- SEE DETAIL A CSHT T 4 J s. 1. a . i. o SEE D 8 m SH T- 8 11 1/4^ 12' m 37 1/2' SEE DETAL B 74 7 1/4" 1/4" 1/2" 7 1/4" 5 1/2" ' ' 3 - /2" 5Es DETA A 6 _ B SEE DETA0. F •- O 51/7" MAX F RA ME \ — - :' �5 1 I1 • � . 3 S 1/Y -'- SM 8 , g )11, SMT rl CIS y a I. • ILI f -1 III 1V11 7 M r • I . GG H I 119 IL © \ r< P 2 I O O ZZ I o r �+ ©� �� S o SEE DETAIL 5 SEE DETAIL E 5 cop SEE DETM 8 � 5 SHE 8 SHT. 8 '"'p"''00000 &Z SHL 7 _ V r - - 1 r 0 11 iiii I DETAILC g o a r SIB.7 ANCHOR/NC LOCATIONS AMMONIAC LOCATIONS AN!$ORIBG LOCATIONS WWII MITSITM: ?NIT ITS DOBBIN MRSWWIAT. ?NIT 6•/ 1 ,C /71P•717C (,Txo1 .SINGIJV DO7:VIIING Irma R/ 2 .SID6IJTES (0X01 SCALA` 3/8^ =l SCALE: 2/8" •1••0^ SCALE. 3/27• •1' -0^ N I DOOR MOORS ARE VIEWED p5061 THE FXIFRTOP c1DF 4 N WO 1. OD JOINERS TO DE APPLIED ON BOTH INTERIOR © FOR TOTAL TEN SURFACES FASTENERS SPACING . SHOWN +/-7 ,,, \`dl 3R 0 1 \ � ~� ` h NY w,eT1 / I 2 /o7 1111111i ` ` e FLORAL ?E 80,148/0 -� 44—w o. . Fe O A1,���,,t1,�,,,,�„„,,,, . . o«. ms. sAFFEu DRTA2 A D6TAI7. B Addendum m to NAMI - nG SCAL&• 2" •f' -O• ,SrA.AL5 3^ ----I' -O^ vr.® �° JW022004 -. 29 J ELEriVEN ® Steel •=timiNum i G cm r Ne LM we d wlaw s aW"1:t s awwR ci¢�;� rase sess TaLNe acs ND erraew w Ar M m aaeai 74' MA% 2 O '� w .w so-ro FRAME WIDTH 145 1/z" MnX OVER/.LL FRAME WIDTH R ll. N 72 t /a tdAX °' t sae aesa w arstpaf PANEL WIDTH — i /4" MAX. 74' MAX. 37 1/4" MAX ,^ • F . aa Awa a�w� v.sAr�. � r y Maw � - -. FRAME WIORH DOUBLE FRAME wont FRAME WIDTH 0 i 00411 I Maw spes�sen 3& 3/6"MIM .-v5 3/4 WAX 72 1/4' MAX. 353/4' AM.._ • g 2 [ eraeoneararerstrgLaaei PANEL WIDTH DO PANEL WDTH : PANEL WIDTH > M Y4 a _ _ 4 - - -- �, I • �LJE1C go. Sian edema mr cave Ass \ 111 i u 1 � i ; u ° o ��n etc* WARS pit pr AS9f WO .� nlleinam� edam y4M W ?t I 1 s �, 1 = sA ilt 73paaded psbe¢tiw. ask ra 12p Its. Peat; M W FATED P7AC75VE ACTIVE 1 FIXED ov 9md.Otdo_Sc Re hn i.t. m bent 50 Poor Ws r.6s!' x ! �i Aa ° °p. y Z Me ad tap t Dm Mae owl top Pep as UL (laaasied i 111 /MC = % _ air o / s.r o ver IoW.), The LOW a 1.753 WAN owl oukb of y '� o R ! t �,� '- i .mot.. m '° moor i o f ts ssssd 2S !ti 7b a stK Ebel knee ml/alii o I� • W I I 7n ast M baMd oft rasa 78 aced lock i Ebe M leer r i „ r r v n remedied bie Mt us a8 ala UC Medea BRULAIIMMAIMA Re alcMalOq and P p —_ —_ L- - I N ! -- • _ —_ — i 1 n OrI3 ' by J 3.25" a rr. We face sheds are imp A Ms* 91M tP tee ma awl arMbmr sp T a�dabM NW d7d A MA di waft Ai _ aaswr saw Mod WSW awl Peed nk9 yAk sf�� R C� mews caws mewl ask Ma IS 9s. Or x Y Pass Re agfjmd mars ms wand Pik Are 15 go. 7/r5' • Y 1,0104x11 aAL4lIAC t7A0A fir key IM weed sofas ors fmtea l bough As brad wad d �' D077Rl.F INSIFJhC awn* 7/2 Rt7iFl/'F'6S (OXXO! edia Tear 55 x 2 1/2' gams pr awl, A 5/r tads m detail d me SCAM 1/2' tor-0" SCADS > r '' . emir of s sM and a pear )Pat roe ice ded m ramie fie beam /2" ''f =0^ aaRmAI ME A 7/r Mk me tied et the d te mold Ses bead owl a acid Mee pie am faded/ asks too /e x 1 t/r mom b 7 = eras M AP WOO ball. Esda AM pod me vane id 5s keg " aaMp law P x Y avow pr Oh Weed r NW 34' Ow awn owl ALL 41410_ _arose a .ac W __ y W Arse As AAA- Ai man Army W Aa Aged FROM TNT 57TFRS2t 'MT O Wend ve!/laaw Ahoy case mobil et LA Molar sod Africa oae7 slimes. ,,, NM AVOW= 7TABLE I DESIGN P ;ii'l 7l. E ARE RUING (' T fi i?_+.., OL701.00tOAXX.0XX0) MEM i ii R I , %// • WHERE LINTER IMPETRATION M`�t' - - '"� \i '�7 1 171 � ' // , REDU NT IS NOT NEEDED ry • �>iL... L.•_ f ... • + .��..tT.'J� POSITIVE + 35 psf 141131111110311 Tsai! t�� 11 _- ••_�( ,x J i „,2) 1 NEGATIVE - 35 pet F111004 0.E. Art RdBt /12/07 �lliL�:�__.9B�i;• Ir mraAS NOTED Qt j a• % ', - ME OWES METE 77£ O/HerDIB R®IFEIfDt15 ' r.� Tao. an FAG � n':r: ':•. - - fall''[ arc PS. SAFFEL.L ..i. NU {.La W'. auaaa 32 ilWreleM NW - a.aaea �, JW032004 0 37 1/2^ 111 1/4' MAX OVERALL FRAME WRDH MAX FRAME 172' MAX OVERALL FRAME WRON i MAX 3/4” PANEL 74" DOUBLE FRAME Wlr 37 7/4' MAX i7 1/4' MAX 37 1/2' MAX 37 t /4' MAX oe O : I : - --- 1 , I 1 n, FRAME WIDTH FRAME WIDTH FRAME WIDTH F WIDTH ' H ' 24 1/8" '2 1/4" DOUBLE PANEL. WI,- 5 3/ WIDTH 35 3/4" - 3/4' MAX. Z EZ I PANEL WIDTH P ANEL WIDTH - t* 19, 5 n o g y L '' J ° c m G-; `m • n Ill m I I I, N ., li i �_ — _ - . L.. —_ ___ _.__J 1. —_ ¢,��Ai�d�3 vo WV R7 L1 R1 X1 R7 t1 t .a SINGLE INS,►!AC OA4T (x21 D0VBLE INSWING MT 1I/ f SIDBLI7'6 (2201 SIACLB INSWING am r," z saisZirss fora) g 8 E.` 3/B' .tor-0^ ^ SCAM J/0' a?' - SCAM- 3/8" .,,,, a SCALE. g A r Alt MGR lslttFlC Aar VFW, FBON 1,.F vmema STRE M R y Addend to 1 fe Addendum ■■ NznaS Date -S/VAa wet r /,z /D7 Rave , seat Nis w ��-'^ ago. e.: FAG 41"/ar cant orS. SAFFELL WY/11.0. PTO s e.m6a'ae JW032004 'v■ •.a sa¢r _g 0 30 SEE DETAIL A 51 DETAIL A ${/( 7 n 7 CO 148 ". I- of , SEE DETAIL A 7 1/4" 74' 1/4' d ¢ O 74" 541-- 8 SEE DEAL 8 sEE DETAIL A a LL 2, 514 7 I 51/2"- SHT. L x , 1 5 r/z n?. �� 11 1 s 1/Y I 3" ii �3 3 �� ° n ' • • UJ I o O ∎ O rot .3 r y eR1 I i �� 1 3' ■ 5 1/2' \" -I 5 1/2' - 3" " 5 1/2" D DETAIL B a 58E-541. 58E-541. 8 q a — . SEE � 8 SEE ∎•• C , r � LIME SEE I TALL C SHE 7 SM. 7 Mum's. IN (.TX! norborr IJ�11 NY 2 Snl87.TTES (OX2D f it o SCALE 3/8" -r-0' /8 :e AL DD00 MDOFLC AIBLI 880 FROM IHF 8ETF18I78 NOTES, T. WOOD JOINERS 10 BE APPLIED ON BOTH IH1ERROR lita O 4 /I, O ..M AND EXTERIOR SURFACES AT SPACING SHOWN 4/ -7 : a ® _. �A �ni FOR TOTAL TEN FASTENERS PER 510E v r SID "- O � •,, o v `r mom P . Na 56111 88511 /72/07 saao pas OE.d L.a PETCILS DErekS n5T&ILR /17).--- mm. cr EAG (11' -qhr alt. 88& SAFFE L AddefrbnbNAM 7 MX o�,s,�r JMO 32O04 d � CettLationNo. AT r r T.1 5 / -1:7— ,,. 1 -- •- - + 1 3 i 1 SEE DETAIL sHr. 7 11 1/4" 12" 74" 7 1/4" - _ 3" 1/3 7 1/4" 5 1/2' M , 3' • 13" A m 1 ! _ '--I ao Slit B 1/4' 1 /2" ir f 5 Tit Ten. c ; 5 1/Y • h DE TAIL A , ' m. ' i SHT 7 ! O Y T r, 1 �. O ! , rya x a S. 7 :! I © - © ° ! I. 0 ii 1 o 'C ATtw SE 7 - SEE DETAIL B _ _ Skit 8 ,p7. SEE DE 8 SEE OETA SH7=e Mt poem MOORS A8F NFWFO FRnIA 1511 NORM .1 A1ARIMl LOCATIONS > A /� 11/ f SIDRIJTR (XX7 .SIMDR /N.Sl87M0 Tim/ Ir/ 2 ST71 7JTAS (raO1 15 v ` SCALE 9/8'• -/-0 1 . j SCAL3: 9 =1. -D" a $ 37 1/2' SEE DE B SEE DETAIL D MAX FRAME SHT. 7 5H1 7 1 �'�` Il . N i ,,,,• " W N LT =� m S W n A li . . © ._ � �� ` © I MGM MGR wen 1 1 12 07 0 I •`` F1011101 FE A6 sow srA,c /_/ OMAN. A DAYAI(. F .1 , SCALE 3" =)' -0 SCALR` Y d• -0- I - ' °r °+ SAFFELL MAW 1104 AAPXORINO LOCATIONS > r,r.vmna JW032O04 AddeMim b NAM SfArt6 tAW/INO rm7T (Z) SCAB` 3/8 mi2,' -0•• I.r a e.. .,m smn 0,_9._ CadoEion N N7,h' _./(Z./ 31 — 7 Rseo 31 M 1� ADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2.908 NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 andaccepted by the Board'of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Jeld -Wen steel, Wood Edge, Opaque, Impact Out -swing 8'- 4 "X6'- 8 "Door System with Non - Impact Side -lites APPROVAL DOCUMENT: Drawing No. DC2005, titled "Wood Edge Outswing Opaque Steel Door w & w/o Sidelites ", sheets 1 through 8 of 8, prepared by OM Engineering Services, Inc; dated 12/26/07 with revision #2 dated 02/04/08, signed and sealed by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control renewal and revision stamps with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 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 revises and renews NOA # 02- 1211.12 and consists of this page 1, evidence page El & E2, as well as approval document mentioned above. The submitted documentation was reviewed by M. Iqbal Shaikh, P.E. NOA No 08- 0422.02 MIAMFdADe COUNTY A Expiration Date: April 14 2009 APPROVED P P 1, 1 10 g Approval Date: September 11, 2008 Page 1 32 Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DC2005, titled "Wood Edge Outswing Opaque Steel Door w & w/o Sidelites ", sheets 1 through 8 of 8, prepared by OM Engineering Services, Inc; dated 42/26/07 with revision #2 dated 02/04/08, signed and sealed by Nimesh Bhaysar, P.E. B. TESTS Submitted under NOA No. 99- 1122.01 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94, 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 - 94 along with marked - up drawings and installation diagram of pairs of outswing residential insulated steel doors with sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated October 19, 1999, signed and sealed by Ramesh Patel, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with marked -up drawings and installation diagram of residential insulated steel sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA -961W, dated October 23, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Structural calculations by 0 M Engineering Services Inc, signed and sealed by Nimesh Bhaysar, P.E. dated 04/11/08. D. QUALITY ASSURANCE Building Code Compliance Office of Miami -Dade county Mohammed Iqbal Shaikh, P.E. Sr. Building Code Compliance Specialist NOA No 08- 0422.02 Expiration Date: April 14, 2009 Approval Date: September 11, 2008 E -1 33 TeId -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIN'1CATIONS 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated September 30, 1999, for steel samples, tested per ASTM E8- 93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld -Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84 -94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; signed and sealed by Douglas Keith Tucker, P.E.Jeld -Wen, Inc. 3. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA- 107811, dated October 24, 2002, for lite frame material samples, tested for straight pull out, signed and sealed by signed and sealed by Ramesh Patel, P.E. F. STATEMENTS 1. Statement letter of conformance to Code and no financial interest, dated April 10, 2008, signed and sealed by Nimesh Bhawsar, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1211.12 1 ")47"( Mohammed Iqbal Shaikh, P.E. Sr. Building Code Compliance Specialist NOA No 08- 0422.02 Expiration Date: Apra 14, 2009 Approval Date: September 11, 2008 E -2 34 D �y'������ Steel 74 1/2' 68 1/2" ,]�,' 17 ��lil \® Ste MNL GVERALL MID,H r OVERALL 010111 FISTRAGAL WfiH 14" ItA1L m Cd WOOD 7616E GUMMING CpAOUEOlACf 51E PANEL n H -DOOR WA 1x0 H6694I ACT 820 0 9 q A WIDTH 9 - 1 0 rn - - - - - 1 - 1 1 m o GENERAL NOTES x ® ® ® ® �f, / ® ® ° ¢ �c 6 ? O M N 1. 06 PRODUCT SIMI OBEIN 6 Ot9OPT NO MMf4Cl% ® 70 =PP x INACTIVE ACTIVE x � - r► lj IL co TY NM E caw WRONG COX RICH MOONS x4¢ 44 WS ..4 p . 6191 PAWED RI ACCORDVILE NN DE i011aRF W I=_, 0 ki MS � = 9 o. 0 / / 3 MOMS 2 600 PPS or 0l7€0 M6T 7067L PRIMP PPRIMP TO DtTRUISM ILOWS 6' MAX. W I oL = I FRCP 70 6E MOW << o a 0, LD. 6610TM -, t7 Y 0.. MOPE EINENENt T 16 e BE AS 16 70 NO SPICED AS saw ON caul ® OPP , D ] C x - 1-41 3 F 4 /� , GT ro KE WM% 9WL 6E SOW NIL WPM OR '•J ITI-I- , STUCCO. x m \*/ 0 APACE 6S66aF SIMMS 91 REMI AS REMISED Wt SOELIFS 1 r v e� Z G •�• S DONNED AIFS911E RUNG 14d161Ti` .SEE minimum E 66 PRESSURE RAM AWE S6] RE b. O AN OREN MO OF BE N A 9RiE OR 0061311 \ ^ { I '( to s7. 116 070707 OR S WET 1E NSER 8 02000R0 N MRF6K 6RNir. m � j d G D d I 0 a _- a Q� RESIOENTW, 0JI STEEL.000F I J O in is (Common to IN aR f rwne AIED ndiba.nl I U O x Fae Ono, I enf Con . eme0on. - F`J �6S/.1 i \• it e aheets: 25 ga. (0.018") tM 0060, /LATER /OR VIEW r 3 \ 2 Galvanized steel A -525 commercial quality - AK00 per SINCI.F. IMPACT DOOR r , N-Id/PACT .SIDELITES (0X01 5 0 . ; - AIIM 620 with yield strength Fy(n A..)- 24,600 psi. DOUBLE IMPACT POOR ELEVATION (IX) SCALA': I/2' -1' -O" o ;: Core design: Expanded Poystynme with 1.0 to 7.25 lb. SCALE 1/Z^ =I " - 1/ YFI _ MAX e i 7 � e densty. $ w C.mdrodtion Steel face sheets glued to expanded I . 105 I/4" MAX. OVERALL FRAME 0110TH I 3 6' MAX 0 Paysyrene (EPS). with wood ils and laminated �E Q r_37 [•'+, ¢ ' e lumber steeee o nd woo6t lock block _I _ 1 PANEL WIDTH 6r',, C0- rc 7Neemenl Pr a Frame Ca don: The hood jams and 'dc jambs a 0 sta and jjoined using ned using Aa re g three 7/e" o 2' ® ® ® ® I � r ® ® / O staples. butted ee. INAC 1VE ACTIVE 1 11 0 11 '3s m v c v, m v c c / TABLE OF CONTENTS M. SHEET 1 DESCRIPTION / I / w 3 21 1 GENERAL NOTES & TYPICAL ELEVATION 11 2 VERTICAL CROSS SECTIONS E BILL OF MATERIALS a TCr REV150 3 HORIZONTAL CROSS SECTIONS k NOTES ` G O -' �� a. p L7 L Heavies k o 4 HORIZONTAL CROSS SECTIONS ✓/ V Ax-,ie. 0 2-2 m 5 ANCHORING LOCATIONS & DETAILS — — , C 0 E" / % 7 6 AN w _ ANCHORING LOCATIONS do DUALS ` la 20 DY - __ T 7 UNIT H COMPONENTS h GLAZING DETAILS A^awit>esitadsyCeseal m b+ \ 6 UNIT COMPONENTS l 0 m Munn Y \W f \ = � y .==:.. a SINGLE IMPACT DOOR (X /is SCAL& f/2' O" i I ! PROglcyp6NEW MOH ew'vSAR 051E 12 /26/07 DESIGN PRESSURE RATING 1/2' y �,� L m + FLORIN. P.E6861 sAS NOTED '/ WHERE WATER INFILTRATION FRAME I OWdiy Dods fir' Mx m. EAG j / / //, REQUIREMENT IS NEEDED ' WIDTH o.Od -O S�1 -•ay I NTERI OR VIEW Y 4/Nt./ os S. SAFFELL POSITIVE + 53.0 PSF DOUBLP. IMPACT DOOR 8' /NON- 4/PACT .SIRE7.ITES /OXXO) SCALE J/2" =f' -0^ R MIAOW 2 NEGATIVE — 57.0 PSF Dvu� P ' Od pv Control w - DC ms uu eLbdelin Mal 2 5/8' MIN I. G 2 5 /B" MIN. f-- { 1 I N. n a MIN. O °' DAB. > rn O 1 1/4^ U CC v MIN. A SCREW ® � LTAB. ® 1 / 4" MAX. SHIM THK. . � 1— { srEEL DooR wooD 171GE 1.7 z4GA i.ozD Mlw) s /" ' PONEA06A FINGER GER JOINTED PNE) PPINE E ■ © ��� E JAMES JAMES m 4 4 6 16' Ot 0fF5DA FEiGER JRp TEO P P W � !L•1=o :!.c "••. rn6•,I �'al FINE ' Ys. I/4' MAX © itt lE 1 004 A 4 6 16. , L P �' �l SiFA ® ® /\ FOAM 0 0 so COUNTERSINK X . 4 T... . 16 1 0 O 0000 o H m F 1_1'.0 MI n .. 05000 z�; 0207 .._ J :v a N 3.f � it —M>•. 0© 61710. mod umi 4a _ 1 /16" MIN. I:V - i9 STEEL 0 ; 0 0 r, S , ., > c o CD le o J ° t? i ® Mil .I poi. - >i .. �� F•_ o J a clm • a � W � F ® ® {i v .�r P p t; Ci I EXTERIOR INTFRIOR a ', I NiERbR ® ®[1d'.il•:..:? ilL._, �n. WORD �.. _ S W 1 1 /2' MIN. ® WIf.aild. 1 o0 m n m LL n GLASS THK.® ® `` m 7 3 /4" MAX. IT, P. !f1 u _ _ •� � PANEL THK. ;� ... ® 5 SILICONE -1 - i� ® FI l5.,b�deh.•ON...3., ell. 4 • ... Z El 0 [Ili IB CA BRAD 7704 NAIL ] 4 L STEP. � �� / - _ - 1/16" MIN. ��:; \I w 16. 2" PHIL FLEMEAD W000 SSCREW rRN,sm STEEL a 61 g / SKIN 1HK. °� \\�=JI1 \! .COUNTERSINK Lek, 09- 01.2-7- p � ' P a ' dl y s� _", a t7 �� Ell1111= MANN. O H.- P " ""l {'"RF.NENpp MMESH swvSAR 0..12/25/07 Mrinia y , s . ti.... ')adds FLORIDA P.E. NO. 56661 /4' ' AS NOTED MIN. ETA8. 1 MIN4.• O Lu B 6 2 ;•ss 73 • 0080 6r: EAO 2 5/8" MIN. EMS. 2 5/8' MIN. 16 Of 'II PA mi. eriS. SAFFELL tf....n - ww,Eyy WAIF 2 DC2005 .4 VERTICA/ CROSS SAC7'f0N TYP. O Y VERTICAL CROSS ShrTION TYP ° O r mmo.` s„s °vA° waw s" CENTER OF /NPAL7' PANEL SCALE 6" =1' - 2 CENTER OF NON - IMPACT PANEL SCALE 6" =J' -O" n..N c w ,^ • . m nxm or 8 35 SEE NOTE � ALUM. RETAINING 5u00 (3) fiD EK/ZELQff 0 0 m 0 AS7RAG4L RETAINER BOLTS (2) 1.0" x 4 1/2 x 9/15" • IID P , . ›. c e BOLTS TOTAL (1) 9.0" 0 TOP .refeale Illk r --' 3/4" MIN. 0 & (1) 9.0" L 0 sorrou 0 a) 1 PANEL THK. 0, G 9 --';-1,.?`4?". INACTIVE ___ = -.. 0 .• U. ol uj Y Z op Mr, 11 1111141 1 1 illi r i INTERIOR qi0 PcAdi lu r. _.., ..... Alilli.F` 4111 (1 ---.1....= AC77VE • drdirAl SEE NOTE 2 S/Er 1 SHT. 3 5/32" MIN. _..1 MIN. e) C-SINK , p MEM I Vi g ] L C i RoRn,/,,-,,,,,,,,„ SECTION SHIM THK. AT IMPERIAL ASTRAGAL SCALE. 6" .--1 -0 1 1/4" MIN. 1 '`.','. l'A END. IS) (-4.- HORIZONTAL CRaTS srcrroN ,.....,: _1 / HINGE IAMB TO BUCK SCALE 6" 4"-0" .. .. L ,, 2 $ U Z SEE NOTE H i 3 SHT. 3 .RIDS ea§ 0 1111 ON NOTES: .1 . . .........ma . 9 111.15,411 1. sPACEING FOR 17E11 TB #10 x I' 1717 SCREW AITACHINC THE IMPERIAL ASTRAGAL TO THE INACTIVE FOOR IS AS FOLLOTIS: FROM THE TOP DOWN & BOTTOM UP: 1.0 2.5 4.0' Sr, 13.0", Mr & 25.0% ---,.- 3 k 8 2. SPAPNG FOR #13 0 1 1/2' PIASCREW ATTACHING THE OM. LITE FRAME IS AS FOLLOW TOP & BOTTO1R (2) SCREWS 10% 13.0% 26.0' 39.0% 52.12 & 63.0*. e 3. WHEN ATTACHING THE SIRIKE PLATE TO ME JAMB AND BUCK USE #12 se 2 1/2" h Ill emmol ... WOOD SCRER. WHEN ATI7CHING 'ME STRIKE MATE 70 TIE JAMB AND SIDELME AT IIIE MULUON USE IS x r PM MCC SCREW. 4. SPACIN3 FOR ilt 6 2.5' 9111 0000 SCREW ARACTIMG THE MULLIONS TOWNER IS li 61 • h...* ,M' e 0 AS FOW211£ 6.0 FROM EACH VERTICAL CORNER 81111 (3) MORE SCREWS EQUALLY EMCEE. A 10188. OF (7) SS PER EACH 600111010 1AULLION. go z a 5 . WHEN ATTACHING 11£ NNW 70 THE JAMB AND BMOC USE #13 6 r POI WOOD SCREW. WHEN ATTACHING RE WEE TO THE JAMS ANO 1000010 IMO AT NE cc Filial Itafrag HIALON USE #10 x 1 3/4" PER 26200 SCREW. 6. THE SPACING FOR UM 1 35 1145 j6 IE x 1 1/2' P1016080 56000 SPACING IN THE TRINITY 4310 FRAME IS AS FOLLOWS: FROM 1110120 DOWN OH THE SIDES (9) AT 8 fcl •=,.=''' 2 5/8 5625% 14.5% 32.0625% 41.0% 49.72', 5e.5022'. 57.375' & 76.3125'. THE MIN. 5/32' MIN. 0O1T0 FROM RIGHT TO LEFT (2) SCREWS AT 3.125' re 6.070% .,!.,.., 1/4' MAX- SHIM THK COUN. tKoR,IK 0 HORIZONTAL CROSS SECTION r. - LATCH AMR TO SUCK awki,.---..., Mew. at .', NIMESH SHAVSN4 oft 12/26/07 FLORIDA P.E NO. 56861 1 1/4" MIN. 46.,..,.., , e _.... ,10..PlIen. E Vinte. 4Vr .7....V , CPK, . .. '"t SME AS NOTED EMS. r' _ I" i id6/ Om so EA0 0 HORIZONTAL CROSS SECTION ACTIVR .8 INACTIVE 00OR T77 Ow. 1,4 Sty -/ ./ - om. v..S. SAFFELL. MM.*. a,.. C.IIIC NC. CONCRETE INSTALLATION SCALE 6 ,.1'-(7" IVSNAI ow _. Mill. * _ .'4''C''47' au oaresras sm. ... DC2005 • L Mt Meat swer en nor ,I °sit _ --Utr...151.6.6666.64* 0 e SEE NOTE 0 0 4 SHE 3 m m 0 e SEE NOTE cR 13 0 0 . FA 0 nrii ci 6-- 43 .1=E2E CO 0 . MI ipA3N/Efnik„. (N7FRIOR .. . °- U.. c■r ti, Arle-L- `4,14T LU co 1111■1•11=1 ui Y 2 co .", .....,;" ..... --5:■ ____L n <, - ' ' ' ' '%%'' ' c :;:kb, A ■ ..... Ad I , A oil, 0, ' - SEE GLAZING '/, ': 0 „./.4,•144: re, •J.- -- ,-, DETAILS FOR DETAILS FOR ti,;.)' E NIN FXTER/OR • ,,,, „,o GLASS THK. SHT. 7 GLASS THK. 0 tk2 W'' SHT. 7 0 0 0 0 , 3/4" MIN. / PANEL THK. j to MEWS 0 ' HORIZONTAL CROSS sEC77041 777 (DHORLZONT4I. CROSS SECTION TYP. / SCALE 6 .4.-0" SCALE 6" =r-0- i 0 1 1/4' MIN. \ .5 Ar - 8 EMB. o 8 1. 1 - s " tia .„ cl) I° , i 1:4 :-. 1 COUNTERSINK g Z 2.54,8.1 1 . .1." _,..,,.,. _ e Pr .1.1 _ „•■.„ 0 . O .411: I A P .... . ■11... e 0 1 3/4" MAX. PANEL THiC '11 -- r. - .,,, .• SEE GLALNG INTERIOR 419 DETAILS FOR SHT. 7 L.;,..... ., 0 9 - 0 9 22.0 2- nrS 1g Aar two Pawn-- new. h li 1 3. - SEE NOTE 2 FO - z 1/4' MAX. ODE LITE FRAME NGIESH P.H.AvSAR we 12/25/07 . . •-! -w.... , FLORm 1.E. 60. 56061 SHIM 206. ---- - OR 6 FOR .F.A. AS NOTED TRINITY LITE ON S 4/; '''-- Om. Elf: FAD iff 3 . E;;; ...4-...:%&21 '''' Y/i'Y a14. 205. SAFFELL Or Afx....... t 7 HORIZONTAL CROSS SECTRW rrp. m4 4.* ',rod. cow. .1 pm.ppep. 81,,o ,41 002005 SCALE 6" -.1*-0" IMAM A 3A15. , i- 160 36 , _ ,_,..._...„. _ . . ......_ _ _ ..............„.„ , _ ...__ _._,..... _„ _.. , ....„_.... • SEE DETAIL F SHT. 5 0 n • • • • • • _.. _ • - • r- • - 1 . ' • ..1 SEE DETAIL L 6 m ON SHEET 6 SEE DETAIL 9' 9' TYP 9 1/2• SEE DETAIL L SEE DETAIL G H ° ,_ G SHT. 5 4 t/2' 6' 6" ON SHEET 6 1 3" 3" / SHT. 5 U F- J c 1 ■ ■e 3" Z O _L__ 3 --J 3• 7 Yr I 3 3 " TY -. , 3 " ��VI_1 - - 6' ; ` 1 D y = m �{ 6 6' ' R - - II - I - e I I - - l r j 1 1!ffi ' 3" i i -. ' f I © _Mir_ C� � 3 Q t' -1 7/8" �� � I TYP. TYP. :I I C.i • n v 1' -, 7/6' ttP. r n n a m ¢ • _ -I y I 1' -1 7/8" I I SEE DETAIL I 1' 1' -1 7/8' DETAIL J )PYP. ,7 " , H SHT. 5 I YP. SHT. 5 SEE NOTE �6 �C _I n • 1• -, 7/8" �� ff f I I SHT. 3 ' i ' - ffi �� o. 1 ' —, 7/8• E,, - - 1 • -, 7/S I 0 p , 7/6 © O 0 Z O - 1 o. o 1 s I NP. 1 � � '� D ' I 3" Ailh 11 -1'41111k ��,- ! C��_�- W 0 31 4 1/2 I ,b 6 . • • TYP 6. a 4 1/2 SEE DETAIL M 3" 3" SEE DETAIL M °o y o.'" v 9' 9 3 " g TYP 3" ON SHEET 6 ON SHEET 6 -. o y ' o I SEE DETAIL 61 ODOR ∎ Kgi S ARE VIEWED 1 n / K SHT- 5 FROM THE IMERIOR SIDE ANCBORTNG LOCATIONS ANCHORING LOCATIONS DOUBLE IMPACT DOOR N/ NON - IMPACT SIDELITES (OXXOI SINGLE IMPACT DOOR (X) SCALE- 1/T' -1' -0" SCALE. 1 /2' =1' -O" iV ik z 11 o e ..,.. `` iritN, ;�i lam ill I\ II, ' ` ` ` Vainlh ,.,. NI 11� 08 NAVSIR nt N.E. h AS NOTED FPGRBriCatle fLORIW P. N0. 56 s . - ., r. AS NOTE A6apmm No 0 4" 0 4 2 Ld- raaaa N i ",./ . 2.4"" W4 90 . EAG Em D r n 4, DB"Dk22 -•oi Yi,,}/Y u«. er.S. SAFFELL Gopmem M6ed De4 H.6.te y.. '� ' our. N¢: DETAIL. I. J CALE: " n.�. �' DC2005 SCALE`. •4" :1' -0" ,SCALE. S•' =1' -O" er O . are renn,I �p°`n°`4•a K sru 8 or 8 , ►r e.s Ham ' .. s roan SEE DETAIL F SHT. 5 . ... ... . •■ SEE DETAIL L o 1 ON SHEET 6 SEE DETAIL ��•••• SEE DETAIL L 4 1/2' 9" • 6" ■ 1/2 SHE. SAIL G > ce 0 SHT. 5 g TYP. 6' ON SHEET 6 3" 7- 3 . 3 i i r 1 CO O _ 6" _ ■ ' 3 "- - 'ERN :_- •111 - zo LU co �'Ci 1 AB , 1 ' -1 7/8 0 0 y n n W j z m t i - 0 ED I ED _ 1 • l i n p „...15 0? 1'_1 1 7/8- IS I SEE DETAIL 1' -1 7/8' DEAIL J > TYP. H SHT. 5 n I T SHT. 5 n 1' -1 7/8" . � 1 41 Al 1' -, 7/e' ILL iN. 11) 9E TYP. , ' ©. 0 0 0 111,, N h � s =1211, 2 O r -, 7/6' A Sm o `� 1 TYP 1 I II I _ 6"--1 C � ' TYP. 6 , 4 1 2 j ni 1 / 2 SEE DETAIL M o p -' 6 TYP, SEE DETAIL 14 3' 6 2 3" ON SHEET 6 ' o °° i 2. g TYP. SEE DETAIL ON SHEET 6 3" 3" u, Z �K SHT. 5 OwS < Q 1 - • • • • • 1 Al I DOOR MOOFI S ARE V FNFO ` .. + ... Y. 3 FROM TF,F INIFRIOR sow ANCIlORIAG LOCATIONS SINGLE 3 $ meAcr RING WNG N DOU LF _IMPACT DOOR F NON-IMPACT SIORLITES (0X0) n IMPACT OUTSI UNI T ( SCALE.' 1/2' =1' -0" SCALE 1 /2" - =1 1 - -O'" n m C , 0 of h ���► 4 ij/ 160 � i 5 MOM 415SI , ti) 51, A MEMO ge 0° t7 „-4 DETAIL P DETAIL X IMPERIAL ASTRAGAL RETAINER DETAIL G DETAIL R DETAIL ✓ IMPERIAL ASTRAGAL RETAINER BOLT ^ E. p BOLT HEADER STRIKE PLATE HINGP TO JAMB A: DOOR _STRIKE PI ATE TO IMPERIAL ASTRAGA✓• STRIKE PLATE TO ✓AMR THRESHO/O STRIFE PL SCALE 1 1/2” =1 -0" SCALE 1 1/2" =1'-0" SCALE 1 1/2" =1' -0" SCALE.' 1 1 /2" = A T 1' -0" SCALE 11/2" =1' - Cr w o NOTE OPTIONAL NOTE SEE NOTE 5 S15 .7 NOTE OPTIONAL NOTE' .SEE' NOTE 5 SRI. 4 NOTE OPTIONAL '" - i Nwa0N ORAVSAR we: 12 /26/07 FL P.E NO. 55661 N OTED �. p O 2•a2- 1110bUCFIN'Jt'EGEn ,....,..As � n«ra� - . nm 0 12 -pL �I�y an. S, SAFFELL >ar_Ijn- (t•ac-/-L. ., DC2005 DROING NO, . .,.. �w�w mn sm 5 r 8 Fr "",Raw - 1 37 1 CD 6 to e M .0 4 s R 1 / 2- S MIN. THK. > re -J 0 OA .- 0 7 r - t '7 1/73 TEMP. GLASS -11/2 F.- .. 1 ■wmiiim flf4 IMIIIIMIM/ L/444"ceR 7 V •tass 6 1-.. Z to' lirtrmmum... Ili 1111),,, it va. TEMP_ IP A / 1 915" i 1 1/4" itt.L GLASS AMC - Itywkwimilmi 'ImscioaccoL_ V211 INTERCEPT SPACER , . A 7 s NTERI0R. 6 eh vv. GLASS BRE .7 d to 1-- 1 3/4' --I 2 9/16" SEE NOTE 6 '.. . 1/7 ca SHT.3 9 LITZ FRAME ODE_ __ZE'f CLASS FRAME w g - 3 o 0 HP POLYPROPOLEAE-(TRERARIFIL-A5-3OFJ10390 0TRIN777 LITE FRAME LOPOY MI-5007 - t/2 CLASS FRAME TIVO SCALE. 1' =1 SCALE 1 =I -0'' i lAT.V7 ,f7 l 'ia'i l 8 5 - ED SEE NOTE 2 e ___, 1 1/8' e § .....c.,_ .amap_ft . .....* „„Igy.,„ ejt, lo` Fg ' 4 ,.. 9_10•1 SI 2,- a F- 9 g 83 TEMP. GLASS i 1 ,4....- i' rilli , 3/4 6 ' 3/4" AIR SPACE g 1 1 /111;MMIIIMMIMIBMW ,,.77 a a 1/8' TEMP. re kil cp _ ihVi i ELEE CLAss @ 7 11 2 4F 2/ EZFEIP AA L- CUSS FRANS C'-' 1 /*Ill 6 ttpAn.,. •.. - STEEL 0 ' ® � INTERCEPT SPACER .>-.• ;i a e 1/2 GLASS ASS 1/2" GLASS €r) K PRODUCTREVISED ' - al BITE vsearopNikswiththe Fhwida SEE NOTE 8 Baldig ends , N4NES14 6N■VSR OM12/26/07 SHT.3 ANCIALOPINe r1,10bm.i. FLORIDA P.E. NO. 56861 GLAZIM DETAIL - r msurailiodo.c. ..... s AS NOTED GLASS DETAIL 11•112.......4,6•EAN6A, 72X M. 8, EAG SCALE r' =P-0- SALE ! ...; :r; D .j.V.L.,... E.,. • D.. 2,02- y6 • 1 ,.if oat erS. SAFFELL MINN '7 DC2005 on mammas MMUS PC. PA WI MOWS __ noir n,..zre... 7 17,8 4 ' '73 4 9/16- 7 I * 0 4 1/18' i --1. b9178 > ce ....■ 0 03 1 - • i.//'- . INOMMINEWI_L lii 4. - f — / -1--- /pc (min) T 0 ,,, :, : ., ..-i, ..,•, - ., °BUTT NAVE OzAst2 CA 00117:SEING THRESHOLD @COMPRESSION ERATHERSTRIP - M •■E - ,.:. SCALE 6 -.1'-0 0 2 3/8" -1 0 / 3/16' I 1 .5/16" ill 0 3 3/15" .•.,:t , , i Li 1 11/15" , Mk 1 1 ...14. 0 I -...-/-----"•-•• ..- 'if. _ . .. . • in e. te..,..■ ..• r...._. — . ‘..._ -41 71/764- -I 15/76" — ,, ....- 1.o .4 = _ ;-1■•.. i I N ■7> ti 2 8 F t. IMPERIAL ASTRAGAL DOOR TOP & @DOOR Ir A 5, % -,"< = 0,,,,m,,,,,TRAGAL miwtr PLATA' STEEL COSID STI ,.,,_6„, 11 7/8" . g • / / / / - ' / / / / • k // DIA. VARI - Ye/ OCK / • • / /// 4- 2,T,707/tc,„•-;e, 4 ▪ ------ 7; ka 7 W /16 --I 7 1147 D''''''' ''''''"'" - • Z.7-, , a PRODUCT RENEN150 NiNESH BWNSAR DAN: 12/26/07 @wow) LOCI Burg 1.71 ?Ni VI: LA7r.II STILE es com.n.yiugrAN lb, 11.NN , LORIDA P.E. NO. 58861 lanlIbeg Cot* ScNN AS NOTED SCALE 6 =1 ()VALE 6 =V-0 ' Pig 22.. Atserree1.0 ,- r•-• rrns. en EAG • Er.c.1 V; ''' ' ., / -71,pr SAFFELL ORM. NO, Rte■frax DC2005 ,.• OMMeRil SOMPLI. Ne _ ......,, .. 38 „._,.........._ ..........._ ..........___,... Print Quote Page 1 of 2 : rr, ‘V k , , I ‘ -11" '''' ' ; ' * 4- L tior savin€. More dioing> ` > Home Depot Store # 8929 32715 EILAND BLVD ZEPHYRHILLS, FL 33545 DATE: 04/14/2010 CUSTOMER: WHITE, ROBERT 6141 RIDGEWAY DR ZEPHYRHILLS, FL 33542 8137783359 SALES ASSOCIATE: JIOVANY MORETAJAVIER Thank you for shopping The Home Depot! We value your business! UIT TOTAL ITEM FRAME SIZE LOCATION PRODUCT CODE DESCRIPTION PRNCE QTY PRICE 0001 MANUFACTURER:American Craftsman 1 Frame Size = 52" W x 49 1/2" H Manufacturer: American Craftsman Building Application: New Construction Installation: Special Order Tax Credit Eligible: No Product Line: 2110 Product: Single Hung Series: 2110 Product Type: Full Window Product Style: Equal Lite Product Configuration: Single Equal Single Hung Sizing Group: Standard Frame Size Width: 52" Frame Size Height: 49 1/2" Flange Size Width: 53" Flange Size Height: 50 1/2" Nominal Size: 3 4 Color: White Glazing Option: LoE Glass Design Pressure Rating: DP 30 Tempered: None Glass Strength: Double Strength Glass Obscure: None Tint: None Grille Type: Colonial Flat Grille Location: Full Window Top Lite Arrangement: 4W2F1 Bottom Lite Arrangement: 4W2H Screen: Half Screen SKU Description: S/O SILVERLINE WINDOWS REG SKU: 216742 / S/O SILVERLINE WINDOWS REG {2111B[52149.5] IS11130IFIFI81814A2D14A2D111200101011 I} Catalog Version 5.0.6 Base Price 2110 White: $ 124.61 LoE: $ 25.15 White Colonial Flat Grille: Full Window $ 19.73 2110 White Screen: $ 7.23 $ 176.72 $ 176.72 http: / /vendorapps .homedepot.com /usp /PrintQuote.j spx 4/14/2010 Print Quote Page 2 of 2 QUOTE #: PRETAX TOTAL $ 176.72 http: / /vendorapps. homedepot .com /usp /PrintQuote.jspx 4/14/2010 „M Print Quote Page 1 of 1 • 4 ri 0 1 ' ”, More saving, More doing: Home Depot Store # 8929 32715 EILAND BLVD ZEPHYRHILLS, FL 33545 DATE: 04/14/2010 CUSTOMER: WHITE, ROBERT 6141 RIDGEWAY DR ZEPHYRHILLS, FL 33542 8137783359 SALES ASSOCIATE: JIOVANY MORETAJAVIER Thank you for shopping The Home Depot! We value your business! UIT TOTAL ITEM FRAME SIZE LOCATION PRODUCT CODE DESCRIPTION PRNCE QTY PRICE MANUFACTURER:JELD- WEN Windows & 0001 Patio Doors - Venice 1 Frame Size = 29" W x 47" H Manufacturer: JELD -WEN Windows & Patio Tip to Tip Size = 30" W x 48" H Doors - Venice Product Design: Windows Configuration: Single Hung Frame Size Width: 29" Frame Size Height: 47" Exterior Finish: Builders Aluminum Product Type: Single Hung Impact Unit: No Frame Type: Front Flange Frame Color: White Sash Type: Equal Sash Vent Height: 23 1/2" Dade NOA: No Florida Approval Number: 10970.5 Glass Rating: R -35 Glazing: Single Glaze Glass Thickness: 3/16" Glass Tint: Clear Obscure Glass: No LowE Glass: No Tempered Glass: No Insulated Glass Option: None Grille Pattern: None Screen: No Screen Hardware: Double Cam -Lock Jamb Thickness: 2 11/16" Egress: Does Not Meet Egress Mull Prep: None * *M20 Version Date: 01/11/10 ** * *M20 Catalog Version: 1.9.8 ** Base Price for Single Hung: 4SH3048 $ 104.00 No Screen - Deduct: -$ 7.84 $ 96.16 $ 96.16 QUOTE #: PRETAX TOTAL $ 96.16 http://vendorapps.homedepot.com/usp/PrintQuotejspx spx 4/14/2010 South Wall (Interior) The Interior wall will get sheet rock and corner bead. Below is a list of Materials 1. 'A" 4X8 sheet rock 4 14.00 2. corner bead 3 9.00 3. Dry wall screws 1X5/8" 51b 1 20.00 4. Drywall tape 1 3.45 5. Drywall compound 1 12.58 6. R30 15" 25ft roll insulation 2 13.00 Total 72.03 South (Exterior) The North wall will be framed using 2x3's once the framing is completed the exterior will be sided with 11/32 4 X8 plywood. I will then put 1 /4" R -1 Fanfold underlayment board over that then I will put vinyl siding on that. Everything will be screwed on using 2" prime guard ten Exterior screws. Below is a list of what will be used for that wall. During the framing process I will be using A Angle 2x2 to attach the studs to the existing aluminum. Item Amount price 1. 2 X 3 X 8 Stud 13 25.09 2. 2X10 for the window headers 1 11.72 3. 11/32" 4X8 sheets of plywood 4 51.88 4. 1 /4" 4X8 sheets of R -1 underlayment board 4 37.88 5. D5 DL .42 White siding 21 147.00 6. 2" Prime Guard Ten Exterior screws 51b 1 25.64 7. 3 /4" UNV outside corner vinyl 1 17.87 8. 5/8" J channel vinyl 4 24.00 9. Jeld -wen window 1 96.16 10. A angle to attach studs to existing aluminum 30 15.00 11. 1" self taping screws to attach studs to alum. llb 10.00 Total 462.24 . . North Wall (Interior) The Interior wall will get sheet rock and corner bead. Below is a list of Materials 1. lh" 4X8 sheet rock 4 14.00 2. corner bead 3 9.00 3. Dry wall screws 1X5 /8" 51b 1 20.00 4. Drywall tape 1 3.45 5. Drywall compound 1 12.58 6. R30 15" 25ft roll insulation 2 13.00 Total 72.03 North (Exterior) The North wall will be framed using 2x3's once the framing is completed the exterior will be sided with 11/32 4 X8 plywood. I will then put 1 /4" R -1 Fanfold underlayment board over that then I will put vinyl siding on that. Everything will be screwed on using 2" prime guard ten Exterior screws. Below is a list of what will be used for that wall. During the framing process I will be using A Angle 2x2 to attach the studs to the existing aluminum. Item Amount price 1. 2 X 3 X 8 Stud 13 25.09 2. 2X10 for the window headers 1 11.72 3. 11/32" 4X8 sheets of plywood 4 51.88 4. 1 /4" 4X8 sheets of R -1 underlayment board 4 37.88 5. D5 DL .42 White siding 21 147.00 6. 2" Prime Guard Ten Exterior screws 51b 1 25.64 7. 3 /4" UNV outside corner vinyl 1 17.87 8. 5/8" J channel vinyl 4 24.00 9. Jeld -wen window 1 96.16 10. A angle to attach studs to existing aluminum 30 15.00 11. 1" self taping screws to attach studs to alum. llb 10.00 Total 462.24 West (Exterior) The West wall will have one Metal front door (Hurricane proof see doc. Inclosed) there will be one window. Studs will be secured to existing aluminum studs using A- angle. The wall will have 11/32" 4X8 sheets of plywood. I will put 1 /4" sheets of R -1 underlayment board over that followed by vinyl siding. Bellow is a list of materials. 1. Window ( see enclosed documents) 1 176.72 2. Metal door (see enclosed documents) 1 184.00 3. 11/32 4X8 plywood sheets 5 64.85 4. 1 /4" R -1 underlayment board 5 47.35 5. D5DL .42 White vinyl siding 21 147.00 6. 3 /4" UNV outside corner vinyl 1 17.87 7. 5/8" J channel vinyl 4 24.00 8 2X10 for door and window headers 1 11.72 9. 2X3X8 studs 18 34.74 10. A -angle for securing studs 40 20.00 11. 2" prime guard Ten Exterior screws 51b 1 25.64 12. Door knob and dead bolt 1 29.94 13. 1" self taping screws llb 10.00 Total 793.23 . _ W est Wall (Interior) The West wall interior will get Sheet Rock and taped and sanded. Below is a materials list. 1. "X4X8 Drywall 6 21.00 2. 4.5 Gal Drywall Compound 1 12.00 3. Drywall screws 1 -5/8" llb 10.00 4. 500 Ft drywall tape 1 4.00 5. Drywall corner bead 4 12.00 6. R30 unfaced 15in insulation 3 39.00 Total 98.00 Ceiling The ceiling will get sixteen fourteen foot 2X4's these will be attached to the west wall and the existing house using Luc26z hangers. On the existing house I will screw one fourteen foot 2X4 and one six foot eight inch 2x4 to attach the rafters to. The rafters will get R30 15" insulation. Then 1/4 4X8 Drywall then taped and sanded. Below is a materials. 1. '/4 4X8 Drywall 12 48.00 2.2x4x14 for rafters 18 126.00 3. 1 -5/8 Drywall screws llb 10.00 4. 500 ft Roll drywall tape 1 4.00 5. 4.5 gal of drywall compound 1 12.00 Total 200.00 Shop Frigidaire 8000 Cooling / 3500 Heating BTU Window Airt Conditioner at Lowes.com Page 1 of 1 Printed on 06/18/2010 at 5:17 AM Prices, promotions, styles, and availability may vary. Our local LO„ W stores do not honor online pricing. Prices and availability of products and services are subject to change without notice. Errors will be corrected where discovered, and Lowe's reserves the right rt, 8z :s €4 ,Dm r lb ' to revoke any stated offer and to correct any errors, inaccuracies or omissions including after an order has been submitted. Frigidaire 8000 Cooling / 3500 Heating ::;M1 K ry .IdAdJei 44.� BTU Window Airt Conditioner d�? 44443444 444 � 4 ??„:. Item #: 89279 l Model #: FRAO8EZT1 : Be the first to review this product! .............. ...: $441.45 Description 8000 Cooling / 3500 Heating BTU Window Airt Conditioner • Effortless TM temperature control maintains the preset room temperature, so you will remain comfortable at all times • Ready- SelectTm controls to easily select options with the touch of a button • Remote control allows you to precisely control the temperature and fan speed from across the room • Effortless TM microbial filter cleans the air, removing harmful bacteria Specifications Air Conditioner Type Window Depth (Inches) 23.31 Adjustable Thermostat Yes Height (Inches) 15.38 Slide Out Chassis Yes Width (Inches) 22.63 Chassis for Slider /Casement Windows Yes Weight (Ibs.) 80.0 Outside Support Brackets No Heating BTU Rating (BTU) 3500.0 Cooling Fan Speeds 3.0 UL Listed Yes Fan Only Option Yes CSA Listed No Sleep Mode Yes ETL Listed No Auto Cool Yes Room Size Cooling Capacity (Sq. Feet) 350.0 24 Hour Timer Yes ENERGY STAR Qualified No Warranty Limited 1 -year Energy Efficiency Ratio (E.E.R.) 9.8 Cooling BTU Rating (BTU) 8000.0 Voltage (Volts) 115.0 Low Voltage Compensation Yes Control Type Digital Cord Length (Feet) 6.5 Multi- Directional Air Control 4 -way Reviews Be the first to review this product! If you have used this product and purchased it from us, tell us - and other customers - about your experience by rating it. r,r a yes <d dTSUd��4a >3d�aa 6*a alttc http://www.lowes.com/pd_89279-2251-FRAO8EZT1_4294859075 429493 7087 ?productI... 6/18/2010 Print Quote Page 1 of 3 More saying, More doing Home Depot Store # 8929 32715 EILAND BLVD ZEPHYRHILLS, FL 33545 CUSTOMER: DATE: 06/13/2010 WHITE, ROBERT 6141 RIDGEWAY DR ZEPHYRHILLS, FL 33542 8137783359 SALES ASSOCIATE: JULIO ROBLES Thank you for shopping The Home Depot! We value your business! ITEM FRAME SIZE LOCATION PRODUCT CODE DESCRIPTION UNIT TOTAL PRICE QTY PRICE 0001 MANUFACTURER:American Craftsman 1 Frame Size = 52" W x 49 1/2" H Manufacturer: American Craftsman Building Application: New Construction Installation: Special Order Tax Credit Eligible: No Energy star Qualified Product: Yes Installation Zip Code: 33542 Climate Zone: South ' 6 Product Line: 2110 Product: Single Hung Series: 2110 Product Type: Full Window Product Style: Equal Lite Product Configuration: Single Equal Single • Hung Sizing Group: Standard Frame Size Width: 52" Frame Size Height: 49 1/2" Flange Size Width: 53" Flange Size Height: 50 1/2" � Nominal Size: 3 4 Color: White Glazing Option: LowE3 Design Pressure Rating: DP 30 Tempered: None Glass Strength: Double Strength Glass • Obscure: None Tint: None Grille Type: Colonial Flat Grille Location: Full Window Top Lite Arrangement: 4W2H Bottom Lite Arrangement: 4W2H Screen: Half Screen SKU Description: 5/0 SERIES 2110 WINDOWS SKU: 707778 / S/O SERIES 2110 WINDOWS {2111B[52149.5] BSI 1 I30IFIFJ8I8I4A2D14A2DI7I200I0J0I 1 I } *S* Catalog Version 5.2.10 Base Price 2110 White: $ 121.09 11 LowE3: $ 37.84 White Colonial Flat Grille: Full Window $ 19.17 2110 White Screen: $ 7.03 http: / /vendorapps. homedepot .com /usp /PrintQuote.jspx 6/13/2010 This porch is on an existing concret slab the slab's elevation is 1' 10" from the ground and 1' 6" above the carport concrete slab 6=0" / 6-0" i I )- -1 I zx ' � ; I I I 1 l of : 'I I 1 l I Existing house 1 i � to a 1" I` r i I : � al t oI 1 , I } 1 i 1 I I i i t? il__i ‘...1 J 6 =0" / 6=0" , Print Quote Page 1 of 1 r .� More sans, More tang: Home Depot Store # 8929 32715 EILAND BLVD ZEPHYRHILLS, FL 33545 DATE: 06/13/2010 CUSTOMER: WHITE, ROBERT 6141 RIDGEWAY DR ZEPHYRHILLS, FL 33542 8137783359 SALES ASSOCIATE: JULIO ROBLES Thank you for shopping The Home Depot! We value your business! UIT TOTAL ITEM FRAME SIZE LOCATION PRODUCT CODE DESCRIPTION PRNCE QTY PRICE 0001 MANUFACTURER:JELD -WEN Windows & 1 Patio Doors - Venice Frame Size = 29" W x 47" H Manufacturer: JELD -WEN Windows & Patio Tip to Tip Size = 30" W x 48" H Doors - Venice Product Design: Windows Configuration: Single Hung Frame Size Width: 29" Frame Size Height: 47" Exterior Finish: Builders Aluminum Product Type: Single Hung Impact Unit: No Frame Type: Front Flange Frame Color: White Sash Type: Equal Sash Vent Height: 23 1/2" fi Dade NOA: No Florida Approval Number: 10970.5 Glass Rating: R -35 Glazing: Single Glaze Glass Thickness: 3/16" Glass Tint: Clear Obscure Glass: No LowE Glass: No Tempered Glass: No Insulated Glass Option: None Grille Pattern: None Screen: No Screen Hardware: Double Cam -Lock Jamb Thickness: 2 11/16" Egress: Does Not Meet Egress Mull Prep: None * *M20 Version Date: 01/11/10" **M20 Catalog Version: 1.9.8" Base Price for Single Hung: 4SH3048 $ 104.00 No Screen - Deduct: -$ 7.84 $ 96.16 $ 96.16 QUOTE #: PRETAX TOTAL $ 96.16 A http://vendorapps.homedepot.com/usp/PrintQuote.jspx 6/13/2010