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Home My WebLink About11-12154 CITY OF ZEPHYRHILLS 5335 - 8TH STREET � ' (813)780-0020 12154 BUILDING PERMIT Permit Number: 12154 Address: 37500 NEUKOM AVE LT 31 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: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0090-00000-0310 Improv. Cost: 2,300.00 Date Issued: 7/26/2011 Name: BAHR, NEWELL & ELISSA Total Fees: 75.00 Address: 599 N CASHES VALLEY RD Amount Paid: 75.00 BLUE RIDGE GA 30513 Date Paid: 7/26/2011 Phone: Work Desc: REPLACE WINDOWS IN MOBILE HOME (8) I 5. , /�n �( � � Y L � 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 cailed d) work not ready for inspection when called e) permit not posted on job site � 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 commenceme " � O�� u � v.� ��c�/.�� CONTRACTOR SIGNATU PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Q I , < ' . r�,> ��IPJ . �s* City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �� Y S �( Lt v►1, �� m Date Received: � ` 21 ` C� Site: `� � 5 �� /II�Pi.C. �d rv-� �"e_ � l �/ Permit TYPe� � D ��C� f ��?'l G� C/�.� S l� � Approved w/no comments: ❑ Approved w/the below comments: Denied w/the below comments: ❑ � This co ent sheet shall be kept with the permit and/or plans. / � Z-f ` ��C�C�(��- ��2 �/�� l Kalvin ' er lans Examiner Date Contractor and/or Homeowner (Required when comments are present) s�3-�$o-oozo City of Zephyrhills Permit Application Fax-813-780-0021 Building Depa�tment 4ate Received � � — M Phone Contact for Permittin Owner's Name �c.�-G�� t" �/��f4 ��:!!/" Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 375 �"�UU �/YI ✓Y"(,t LOT # � � SUBDIVISION U�-/�l/�.Q� �/'fj�1/l.l� I�-� PARCEL ID# c� � OL� `OZI—C7d7�"(�0� �/O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED � NEW CONSTR e ADD/ALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK CJL1=� �� CfJ/✓Z�-G�' �- �IG.6 �IX� BUILDING SIZE SQ FOOTAGE � HEIGHT �BUILDING $ a 3 � � VALUATION OF TOTAL CONSTRUCTION . DELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. �PLUMBING $ I //l �� p �QO PERMIT 8�� OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ��;3� �� QGAS Q ROOFING Q SPECIALTY � OTHER � FINISHED FLOOR ELEVATIONS � FLOOD ZONE AREA �YES NO BUILDER _ (� _�_ " ``��, � L"COMPANY �Ct�'�I� � �IIU� �C SIGNATURE �-9�•Q.C-c� '�l � REGISTERED / FEE CURRE� Y/ N Address (R �/S/� �-0/'� ' �Q � License # —� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # --� PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construcdon, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities 8� 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 requiremenfs must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. """PROPERTY SURVEY required for all NEW construction. • Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over;7500) *' Agent (for the contractor) or Power of Attomey (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 (PIoUSurvey/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 responsibifity for compliance witfi 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 responsibie. 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 appiicable 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 ail work will be done in compliance with all applicable laws regulating construction, zoning and land development. Appiication 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 afl 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 owne� 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 O�cial 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. 1� ��,�� , CNt'°�—�. c OWNER OR AGENT L' �__��" "'•" CONTRACT �C� S bscribed and swom �to affirme befo me� Is Subs �ibed� ' a�nd�� swom to afflpned) efor rrl�s �l�� cf�.QClt !c y�T!c��.�.�bY ��C/a ��/� o is/are personally known to me or has/have roduced Who Slare �ersonally knov� to me or has/have produced as identlficatlon. as idenNfication. otary Public Notary Pubtic ommissio o._� }l�;$.��C S" AT� nF �T nxmA Commission No. Sazani�e Bahr Suzaniie Bahr Name of Notary typed, ' �r �1�e � �V 22� 2014 Name of Notary typed, pri ' �1res. NOV. 22, 2014 BOSDED 1'ELRL' :1i _'_�'Tl�. ��U 1G CO., INC. g0\'DEL THFC 1;1"...�.�T1C BUZDLVG CO., INC. Pasco County Building Schematic Page 1 of 1 Generalized Building Schematic 34-25-21-0090-00000-0310 Card: 001 12 24 16 FST 1 12 �� 12 �� zy t �� I 48 BA6 4 32 FCA 32 12 24 Pasco County Property Appraiser Page Layout Modified: 10/4/2010 3:18:46 PM The Local Time Is: 7/19/2011 11:33:53 AM http://www. appraiser.pascogov.com/search/traverse/traverse.aspx?sec=34&t... 7/19/2011 Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD... w � � - ��- _.j._....i ,-- BCLS Home � Log In � User Regist2tion � Hot Topks � Submit Surcharge � Stats & Facts I Publications � FBC Staff I BCIS SRe Map � Links i Search ( � �! Product Approval S �' �� USER: Pubiic User v Produd Aooroval Menu > pmduct or Aoolication Search > Aooii[ation List > pppGqtion DEtaR , . , FL # FL12068 M1 � \ . � Application Type New �' '' ' Code Version 2007 ,' ' Application Status Validated Comments r-a 03/04/ Archived , Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 rickw@rwbldgconsultants.com Authorized Signature Craig Calderone rickw@rwbidgconsultants.com Technical Representative � � � Address/Phone/Email � �� Quality Assurance Representative � J � ✓,�, Address/Phon�/�Er�l �,� � � G� �', d f '� � � C � � Category � � �` � �'�� Subcategory (J"� � �- � �n� �, '� � � c/� n �O , � Compliance Meth � � �� -� ,� r�eport from a Florida Registered Architect or a Lfcensed � � I�r'rd sional Engineer "Z � �,, �eC�fl Report - Hardcopy Received .L m = � � � �� Florida Engineer or rchit'�et me who developed L��.�hmidt, P.E. the Evaluation Repo � � Florida License N � PE-43409 Quality Assurance En �' Natfonal Accreditation and Management Institute Quality Assurance Con Expir tion Date 12/31/2011 Validated By Ryan ]. King, P.E. "' Validation Checklist - Hardcopy Received Certificate of Independence FL12068 RO COI CERT of INDEPENDENCE odf Referenced Standard and Year (of Standard) Standard ear 101/I.S.2 199 AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1300 2002 ASTM E1300 2004 ASTM E1886/E1996 2002 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 4 3/13/2009 11:11 AM Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD... Product Approval Method Method 1 Option D Date Submitted O1/26/2009 Date Validated 03/04/2009 Summa of Products FL # Model, Number or Name Description -� 12068.1 a. 2000 Series / Model 2001 Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVH2: No FL12068 RO II INST 12068.i.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12068.1 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.1.odf any additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. � 12068.2 b. 2000 Series/ Modei 2002 Extruded Vinyl Twin Single Hung Window (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL12068 RO II INST 12068.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12068.2 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.2.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 12068.3 c. 2000 Series / Model 2003 Extruded Vinyl Triple Single Hung Window (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL12068 RO II INST 12068.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12068.3 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.3.pdf any additional use limitations, installation instructions and Created by IndependentThird Party: Yes product particulars. 12068.4 d. 2100 Series / Model 2111 Extrud Vinyl Sing H ung W indo w - Flange Limits of Use Installation Instructions , Approved for use in HVHZ: No FL12068 RO II INST 12068.4.vdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmldt, P.E. 43409 Impact Resistant: No Created by IndependentThird Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12068.4 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.4.odf any additfonal use limitations, installation instructions and Created by Independent Third Party: Yes product part(culars. 12068.5 e. 2200 Series / Model 2201 Extruded Vinyl Single Hung Window - Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL12068 RO II INS'f 12068.S.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12068.5 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.S.odf • any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 12068.6 f. 2200 Series / Model 2202 Extruded Vinyl Twin Single Hung Window - Nailing Fin (Continuous Head and Sill with Integral Mullion) Limits of Use Instaliation Instructions Approved for use in HVHZ: No FL12068 RO II INST 12068.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Thfrd Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12068.6 for Design Pressure Ratings, FL12068 RO AE EVAL 1z068.6.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes 2 of4 3/13/2009 11:11 AM �H� s No� 9Niovne nn•n 5ooz � aavcr •oN 3'd 7PI�+4�5 e �ovWh SNOISU�321 � S310N 1Y213N39 �? 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U�.-. U �� U=:.:..:: :; i.::..:: ....: ^ (V � ] �anni.�'fw.n�oon�r��QOn�r-��\s6uiMein �annu �n\��,�,r a,�\nncr-lntir Coid�siaoioa va[oia\n�a[a.+ - v\:H FROM (THU)MAR S 2009 7 2:10/ST.12:09lNo.T578749638 P 2 . � � � ` ` ' � Architectural Testing � ,. e� . r �~ \' � (�� - f•""� - � AAMA 1701.2-02 & 17Q4-Dl T'EST REPORT Rendered to: SLLVER LINE BTJILDING PRODUCTS SERiES: ZaOO/z�oo MODEL: 20fl1/2110 PRODUCT TYPE: PVC Single Hung Wiadow . Report No.: ?3077,02-109-47 Test Date: 05JQ1/07 , Itegort Date: � 06/15107 Expiration Date: !15/Ol/ll , 130 Derry Court York, pA 17406-8405 phone: 717-76d-7700 fax: 71.7 www.archtezt.com L d B9Eb991.Z9i'aN/L9: L L•1S/'69: L 4 eOQy 51 l3tlW (flHl) y�0ad , . � . � Arthitectural Testing AAMA 17Q1.2-02 & 1704-01 TEST REPORT Rendered ta: SILVER LINE BUIL.DING PRODUCTS �ne Silver Line Drive P.O. Box 6029 North Brunswick, New Jersey 08902-6029 Report No.: 73077.02-109-47 Test Date: OS/O1l07 Report Date; 06/15/07 Expiration Date: OS/Ol./11 Project Summary: Architectural Testing, Inc. {ATI} was contracted by Silver Line Building Products to supervise testing on two Series 2000/2100 Model 2401/2110 PVC single hung windaws at the Silver Line Building Products test facility in orth Brunswick New Jersey. The samples tested successfully met the perforn�ance requirements listed in the referenced specifications. Test specimen descriptivn and results are reported herein. The samples were provided by the client. Test Specifications _ The test specimens were evaluated in accordance with the following: - AAMA 1701.2-42, Prinzary Windows and Sliding Glass Door ijoluntary Standm•d for . Utilization irt Manufactured Housing. �. ��--- "- AAMA 1704-01, T/oluntary Sta►ufard for Egress i�in ow ys ems —�3t�Ersiz ' Manufactured Housing. Test Specimen Description: Series: 2000 /2100 Model: 2001/2110 Product Type: PVC Single Hung Windaw Test Specimen #1: Overall Size: 52-i/4" wide by 63-1/8" high 3ash Size: 50" wide by 31-1/8" high Fixed Daylight Opening Size: 47-1/2" wide by 28-1/4" high 130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717•764-4129 www. archtest. com Z d tLbb9SLZSt'�N/9L:bL'1Sl9L:bL 600Z ZL 2iVWC�1H1) WOb� ', , � '�, 73077.Q2-]09-47 Architectural Testing Page 2 of7 Test Specimen Description: (Continued) Test Specimen #1: (Continued) Screen Size: 48-1/2" wide by 31-3/4" high Overall Area: 22.9 ft Test Snecimen #�: Uverall Size: 36-1/8" wide by 62-1/4" high Sash Size: 34" wide by 30-1/2" high Fixed Daylight Opening Size: 3l -1 /2" wide by 29-7/8" high Screen Size: 32-1/2" wide by 30-1/4" high Overall Area: 15.6 ft The fativwing descriptions apply to all specimens. Finish: All vinyl was white. Frarne Construction: The frame was constructed of extruded vinyl with mitered and welded comers. The fixed meeting rail was secured to the jambs with a PVC block secured to the frame with two #8 x 2" flat head screws and secured to the fixed meeting rail with two #8 x 5/8" pan head screws. Sash Construction: The sash was constructed of extruded vinyl with mitered and welded corners. Glazing Details: The window was glazed with 5/8" thick insulating glass. The glass was constructed of an exterior sheet of 1/8" thick clear annealed glass and an interior sheet of 1/8" thick clear annealed glass separated by an aluminum spacer system. The fixed lite was gtazed from the interior and the sash was glazed from the exteriar. Both Iites were set onto a bed of silicone and was secured with snap-in vinyl glazing beads. E d tLbb •1S/LL:bL BOOZ ZL 2ltJW(f1H1) WOad • ' � � 73077.02-109-47 Architectural Testing Page 3 of7 Test Specimen Description: (Continued} Weatherstripping: Description uantit Location 0.187" backed by 0.230" high 1 Row Interior face of sili leg. Outer polypile with fin perimeter of stiles and exterior face of ineeting rail on active sash. Inside of the interlock on the fixed. meeting rail 0.187" backed by 0.270" high 1 Row Exterior face of stiles on the polypiSe with fin active sash 3/8" diameter vinyl covered 1 Row Exterior face of the botfom rail on foam with fin the active sash Drainage: Description uantit Location 1/8"' by 3/8" weephole 2 2-3/4" from each end of siil 1/4" x 3/8" oval weephole 2 3" from each corner of the active sash under the bottom rail 1-1/8" weepslot 2 Through each end of screen track on sill Hardware: Description uanti Location Metal lever locks with 2 S-1/2" from each end ofthe lock adjacent keepers rail Vinyl tilt latches 2 Each end of the ]ock rail Block and tackle balance 2 One in each jamb Reinforcement: Steel reinforcement was utilized in the lock raii (see Drawing #51-2821) and in the fixed meeting rail (see Drawing #51-2919). b d LLbV9SLZSL'�Nl9L:trL'15llL:bL 600Z ZL 2iVWCf1H1) WOad .• , � � 73077.02-109-47 Architectural Testing Page4of7 Test Specimen Description: (Continued) Screen Construction: The screen was constructed from extruded aluminum with plastic comer connectors. Installation: The flange of the window was set into a#2 Spruce-Pine-Fir wood buck onto a bed of silicone. The window was secured with #8 x 1-1/2" flat head screws through the jambs, head and sill located 4" from each corner and spaced 30" on center. The exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: Paraeraph Title of Test - Test Method Results Allowed Test Snecimen #1: � l.4.2.1 Structural Performance Test per ASTM E 330 (Laads were held for 10 seconds) 1.4.2. l.l 25.0 psf (positive) No damage No damage 1,4.2. (.2 12.5 psf {negative) No damage No damage l.4.2.2 Air Infiltration Test per ASTM E 2$3 1.57 psf (25 mph} 0.11 cfm/ft 0.5 cfm/ft max. 1.4.2.3 Water Resistance Test per ASTM E 547 {with and without insect screen} 2.86 psf No leakage No leakage AAMA 1704-01: 3.1.1 Clear Opening Width 47-3/4" 2p�� 3.1.2 Clear Opening Height 2(_�/g�� 24+� 3.1.3 Clear Opening Area g,q � $ ��z 3.2.1 Locks and Latches 4]bf 5 lbf 3•2.2 Operable Sash 15 Ibf 20 lbf 3.2.3 Removable Screen 3 lb 201b • S d tLtrtr9SLZ3t'oN/9L :trL '1Sl8L :bL BOOZ ZL 2i woa� � ' � �� 3077.02-109-47 Architectural Testing Page5of7 Test Resalts: {Continued) Paragraah Title of Test - Test Method Results Allowed Test Specimen #1: {Continued) Oqtional Performance: 24 CFR 3284.305 Uniform Load Structural per ASTM E 33b (Loads were held for 10 seconds) 48.0 psf (positive) No damage No damage 48.0 psf (negative) No damage No damage, Test Snecimen #2: AAMA 1704-01: 3.1.1 Clear Opening W'rdth 31-1/2" 20" 3.1.2 Clear Opening Height 26-7/8" 24" 3.1.3 Clear Opening Area 5.9 ft 5.0 ft 3.2.1 Locks and Latches 3 Ibf 5 Ibf 3.2.2 Operable 5ash 181bf 201bf 3.2.3 Removable Screen 2 Ib 201b O�tional Performance: 24 CFR 3280.305 Uniform Load Structural per ASTM E 330 (Loads were held for 10 seconds) 58.0 psf (positive) No damage No damage . 5$.0 psf (negative) No damage No damage. 9 d LL'6b9SLZSl'�N/9L:trL'1Sf8L:bL 600Z ZL 2lHWCfIHl) WOad Pasco County Parcel: 34-25-21-0090-00000-0310 001 Page 1 of 1 Data Current as Of: Weekly Archive - Saturday, July 23, 2011 Parcel ID 34-25-21-0090-00000-0310 (Card: 001 of 001) Classification 02 - Mobile Homes Mailing Address Property Value BAHR NEWELL B& ELISSA E Ag Land $0 599 N CASHES VALLEY RD Land $26,594 BLUE RIDGE GA 30513-3405 Physical Address Building �55,022 Extra Features $1,696 37500 NEUKOM AVE ZEPHYRHILLS FL 33541-7697 Market Value $83,312 Leaal Descri�tion (First 4 Lines) ASSe55ed (Non-School Amendment 1) $83,312 See Plat for this Subdivision .�'" Taxable Value �83,312 GRAND HORIZONS-PHASE ONE PB 34 PGS 99-102 LOT 31 OR 8568 PG 886 Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value � 0200 MSUBM OOM1 6,000.00 SF $4.40 1.00 $26,400 � 0200 MSUBM OOM1 353.00 SF $0.55 1.00 $194 Additional Land Information Acres 0.15 Tax Area 30ZH FEMA Code � Residential Code GDHZLPl Buildina Information - Use 02 - Mobile Home (Card: 001 of 001) Year Built 2000 Stories 1.0 Exterior Wall i Above Average Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring i Sheet Vinyl Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C None Baths 2.0 Line Description Sq. Feet Repl. Cost New 1 �– BA 1,152 $62,600 2 F� 192 $4, 673 3 F A 384 � $4,184 Extra Features (Card: 001 of 001) � Line �� Description �� Year Units Value r 1 �� DWSWC 2000 �– 804 $1,276 2 CAC-4 2000 1 $420 � Sales History Previous Owner GRAND HORIZONS INC Year Month Book/Page Type Amount 2011 06 8568 / 0886 WD $45,000 1996� 03� 3557 / 0946 C�C $0 1995 �— 12 3508 / 0207 WD $0 � http://appraiser.pascogov.com/search/parcel.aspx?sec=34&twn=25&rng=21 &sbb=0090&b... 7/25/2011