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09-9475
CITY OF ZEPHYRHILLS 5335 - 8TH STREET . (813)780 -0020 9475 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:9475 Issued: 8/28/2009 Address: 37 532 G ILL AVE L 27 Permit Type: ALUMINUM ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 38,416.05 Total Fees: 372.50 Subdivision: GRAND HORIZONS Amount Paid: 372.50 Date Paid: 8/28/2009 Parcel Number: 34- 25 -21- 0170 - 00000 -2750 Name: B & H CONSTRUCTION OF CENTRAL FL. Name: FULTON, RICHARD & CHRISTINA Addr: 4025 MORRIS BRIDGE RD Address: 4113 COPPER VALLEY DR TAMPA FL 33543 LAFAYETTE, IN 47909 -8059 Phone: (813)782 -1064 Lic: Phone: (765)586 -4646 Work Desc: 178.5 RAISED PORCH/ 176 SCR ROOM/ 506 GARAGE ON CONCRETE . %.., a q 'ATV) , ..✓ ;." . ` ::, �' 3 .: r F.,. . :E •::a # :' 1;g a k``„�a i '� ¢ ,.; sr � j ` i i vF BUILT F 337.50 LE - 1 - AL E 35.00 '' ' , _ r _ -__ 1 - A (d 1 ' 0 Yo- • • R r ...:. ` FINAL 3, . ��.. . s �:. .,.v, ... SLAB RAISED SLAB DRIVEWAY FRAME ELECTRICAL ROUGH 1ST ROUGH PLUMB 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." 6e or 4 4 li, ' , Zef-i-e_‘, ONTRACTORS SIGNATURE PERMIT OFFI - PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ■, r'_ f f • City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 1 SkLe--41 Date Received: — Z ( D 9 Site: 3 753 Z 6'277 %e. Permit Type: / 7 B , K i:de- , — c- 4 /7 SerrPri eoli c Approved w /no comments: ❑ Approved w /the below comments: ❑ Denied w /the below comments: ❑ k) Ati 6 Mu /Icy <" S L Q Q ,e ,t os-eI c c4Q n» -trA -e �/ oP ►�S��c o-, 1-(I sd - 6eUL 5 &f yfrbei - - This comment sheet shall be kept with the permit and/or plans. Kal in Switz —Plans Examiner Date C retractor and/or Homeowner (Required when comments are present) 1111111 11111 11111 11111 1111111111 11111 11111 11111 hill hill hill 2009120331 NOTICE OF COMMENCEMENT Rcpt: 1260865 Rec: 10.00 Perrut No. DS : 0.00 IT: 0.00 Tax Folio No.3y- a'S- al- Ono -dpp a -1�p 08/28/09 Dpty Clerk THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT 1.Description of property (legal description): �►/lA�b %fe�tLZQKS�� 9�i�S5 P 3 biao tara7s ce.4091°6 t : a) Street (job) Address: ;3753.1 /At Ayr- _t11.5 315 2.General description of improvements ►1 & t-c _ t 3 .Owner Information � -- — — a) Name and address sd r k* Ci►rs-114a 4113 &per If r. I to u Zgo43 osy b) Name and address of fee simple titleholder (if other than owner) c) Interest in property 4.Contractor Information n — 3308 a) Name and addressli4 Ctt11,54ru. haw of &Arai 40)5- rrlvrc _S -3rtdt r, (4 `le fr k dl F/ b) Telephone No -: ' "78 a -10L.4 Fax No. (Opt -) 8I3 -)i 5= 4585 — 5.Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6.Lender PAULA S. O'NEIL, PASCO CLERK & COMPTROLLER a) Name and address: 08/28/09 0i 1 P6 68 6 Phone 7. Identity of person within the State of Florida designated by owner upon whom notices o es or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF Notary Public Slate of Florida Bruce A Asbel Signa ? j 0 fer or Owner's Authorized 0 icer/Duect r/Partner /Manager Nry Commission DD566784 a a Expi 06/22/2010 Print Name The foregoing instrument was acknowledged before me this 2 -e - (- e day of / '( l /S r , 20 G , by Plc /44 /7 ! (/6_7 as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party o all of whom instrument was executed). Personally Known OR Produced Identification Notary Signature ' 2(4 / /s) , 634ZE,( Type of Identification Produced ) g/2-- U r is , /1 ��S F Name Tint �`" �`t Verification pursuant to Section 92.525, Florida Statutes. Under e of perjury, I declare that I have read foregoing and that the facts stated in it are true to the best of my knowledge and belief. / FORMS!NOC.rvsd?007 fl�ry Public state at Florida A�/ Y Bruce A Asbel S e o Natural Person Signing (in line 10.) Above a n My Commission DD566784 % of Expires 06/22/2010 STATE OF FLORIDA, COUNTY QOPAS O THIS IS TO CERTIFY THAT THE FOREGOING IS TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THI$ QFjFICE WITNES Y HAND AN OFFICIAL SEAL THIS AY OF PAULA S. O , CLER COMPTPM BY DEPUTY CLERK 813- 780 -0020 City of Zephyrhills Permit Application y �1 13- 780 -0021 Building Department �y Date Received '[) — 2 J'" Phone Contact for Permitting g 9—_ P Owner's Name Rity arc.y- t hric . �// t r� , "`` .. F h Owner Phone Number 1 Li Owner's Address 1( '' Copper r4.tL'ei4 be .4 () e.iic., tt■ Owner Phone Number Fee Simple Titleholder Name' Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS / 3 7lj11:1 G. U kV _ LOT H 75 SUBDIVISION �9r6r.e1. I4AC t ZOY\ PARCEL MN 3 q -a5 -a i - 0 r7 0 -00000 -D15'0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED —7------ NEW CONSTR ADD /ALT n SIGN n MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE n SFR r COMM n OTHER I TYPE OF CONSTRUCTION r n +� LOCIS. n FRAME n STEEL n OTHER I � ek.i-Srre.en tir'f1 //�� e DESCRIPTION OF WORK Ot' f G I pr1C�G{'� ltnclu�clec� BUILDING SIZE 1 SO FOOTAGE ( &S5 -- HEIGHT I �1 BUILDING I$38y i . . OS VALUATION OF TOTAL CONSTRUCTION 1 ELECTRICAL I$ t AMP SERVICE I ✓I ENERGY n W.R.E.0 n PLUMBING I$ [ MECHANICAL I$ VALUATION OF MECHANICAL INSTALLATION 1—I I GAS n ROOFING I SPECIALTY n OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA nYES [NO r BUILDER 1 - ���^ �Ip �p COMPANY N y SIGNATURE " �� '�1 / W ( O R J REGISTERED 1 Y/ N FEE CURRENT Y/ N J Address 19 rris . d4 c W • / 1 r / u , 1133303 License # `i3 ; ?? $a ELECTRICIAN a 4. J � AN1 /� '` '\ / COMPANY Deb N IYkta(i et._ - Q ,Y� SIGNATURE I t REGISTERED Y / N 1 FEE E C I CURRENT }� I Y/ N (I-43 Address 170:40A /537 r l yrkj(15 33J139 1 License# I E14OVd a PLUMBER COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I 1 License # I MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address 1 1 License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT J Y/ N I Address 1 License # I 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. 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 =5000) 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 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 haw. 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 govemment 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, 1 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) �J _ OWNER OR AGENT CONTRACTOR ,e ' / lost ._ ? n byworp f C) q G me this $�u ribegand bavor tcc��((bbr a � ) or.,methis by Who is/are personally Ispoleil to me or has/have produced Who is/are personally o 4to me or has/have produced as identification. as identification. z----- 7 .. „ , Oirij Notary Public Notary Public Commission No. Com ion No. \ Na a of Nota typed, punted or stamped Nam of Notary typed, print - �v2" No Public Staff of Florida I �o" Notary Public State of Florida Bruce A Asbel Bruce A Asbel My Commission DD566784 i ke o, My Commasion DD566784 °r n . ,-.. -, ._,;g, _< 06/22/2010 _� � ,. i.•,C t 10 GH7 %EST -MHP 4025 Morris Bridge Road Zephyrhilis, FL 33543 CONST Phone.!E!! 13- 712-+064 , FREE ESTIMATES Fax: t / T oll Free: ESTIMATE bh * *LICENSED * BONDEb * INSURED * SKIRTING * STEPS * ROOM ADDITIONS * ALUMINUM * CONCRETE ** Lot #: 275 Subdivision: GRAND HORIZONS 37532 GILL AVE Date: 6/30/09 Lap Siding Color: GLASS ROOM WALLS Home Serial #: Walls + + + = o L/F x $0 Home Model #: R System Insulated _ x = o Sq. Ft. x $3.59 $0.00 Beam Color: Hand Railing 22 L/F x $24.70 $543.40 All aluminum roofs include: Pans, Trim, Gutter, Down Step Railing 3 EA x $102.24 $306.72 spouts, 3x3 Posts, and Flashing. Maxi Railing _ L/F x $32.45 50.00 24 Pans 9 Ft. Long 216 Sq. Ft. x $4.49 $969.84 Maxi Step Railing EA x $145.16 $0.00 17 Pans ii Ft. Long 187 Sq. Ft. x $4.49 $839.63 Garage Door _ x _ _ EA x $0.00 23 Pans 28 Ft. Long 644 Sq. Ft. x $4.49 $2,891.56 Garage Door Header 2 x 12 1 EA x $204.00 $204.00 Pans Ft. Long o Sq. Ft. x $4.49 50.00 Garage Door Opener _ x 7 1 EA x $313.00 $313.00 Valance 88 L/F x $5.45 $479.60 Garage Door w/Windows... 18 x 7 1 EA X 51,404.00 51,404.00 Gutter on Home 12 L/F x $6.05 572.60 ALUMINUM TOTAL 514,465.66 Beam Work 1 x $170.71 $170.71 2x4 SM Beam 1 L/F x $4.83 $77.28 CONCRETE AND BRICK WORK 2x6 SM Beam 36 L/F x $6.73 $242.28 Patio Slab 8 x 10 = 80 Sq. Ft. x $3.47 5277.60 2x7 SM Beam _ L/F x $7.32 $0.00 Patio Slab . 22 x 24 = 528 Sq. Ft. x $3.47 $1,832.16 2x8 SM Beam _ L/F x $9.94 $0.00 Patio Slab . _ x _ = o Sq. Ft. x $3.47 50.00 2x9 SM Beam n L/F x $10.79 $237.38 Patio Slab . 3 X 29 = 87 Sq. Ft. x $3.47 $301.89 2x10 SM Beam za L/F x $11.92 $286.08 Side Walk s x 18 = 90 Sq. Ft. x $3.47 $312.30 Carport Gable Framing x $114.56 50.00 Driveway n x 24 = 528 Sq. Ft. x $3.47 51,832.16 SCREEN ROOM WALLS Driveway Flair 7 x 28 = 196 Sq. Ft. x $5.21 $1,021.16 Lap KP 8 + 22 + 8 - = 3s L/F x $37.62 51,429.56 Raised Utility _ 1 1/2" 1 4" x $37.40 $37.40 Screen Door Includes: Raised Patio 6 C- 10 X 16 = 160 Sq. Ft. x $11.15 $1,784.00 Closer and Threshold 1 EA x $114.48 5114.4s Raised Patio 6 C- 8 X 22 = 176 Sq. Ft. x $11.15 $1,962.40 Gable Fill one Side _ L/F x $18.55 50.00 Over 6 per ft per - 112 x s = 560 L/F x $3.28 $1,836.80 Fan Beam (not wired) 1 EA x $77.64 $77.64 Footer 8x12 12 Reinforced _ L/F x $5.98 50.00 Misc.: $0.00 Footer 12x12 Reinforced 58 L/F x $8.39 5486.62 UTILITY ROOM WALLS Skirting Footer . 90 L/F x $4.62 5415.80 Walls _ + + + = o L/F x $43.19 50.00 1 Tread Step _ EA x $119.01 50.00 Shed Door and 1 Window _ EA x $262.73 50.00 2 Tread Step _ EA x $239.48 $0.00 Single Window (Extra) . _ EA x $93.71 $0.00 3 Tread Step 3 EA x $360.11 $1,080.33 Large Window 2 EA x $135.29 $270.58 4x4 Stoop _ EA x $307.49 $0.00 Bug Shield _ L/F x $6.33 50.00 Brick Skirting Max 5 High Double Shed Doors _ EA $684.24 50.00 Split Brick Air - L/F 02 _ Courses x $2.73 $0.00 Gable Walls 22 + za + zz + = 68 L/F x $51.99 53,535.32 Split Brick Solid 122 L/F @ 9 Courses x $2.97 $3,261.06 VINYL ROOM WALLS Fill Dirt Vinyl Wall L/F x 11 Loads x $151.73 51,669.03 _ $57.39 50.00 Pretreat $100.00 5100.00 Lap Top Inside and Out - L/F x $17.53 $0.00 Firewall 1 x $800.00 5800.00 Florida Glass _ L/F x $12.90 $0.00 Misc: Raised Entry - Landscape A $4,048.87 54,048.87 Insulate Top and Bottom _ L/F x $7.59 50.00 Lot Grading 1 x $385.81 5385.81 Doors include (2) 2 Track Units Vinyl Door Unit _ EA x $162.81 50.00 CONCRETE $23,445.39 B &H will not be responsible for any leaks NOTE: According to the FL ALUMINUM $14,465.66 in VINYL ROOMS. X Building Code, a crack is not PERMIT $505.00 SIGN: a structural problem until it TAX $0.00 DATE: reaches 1/4" in width. TOTAL $38,416.05 *FAX TO: 813 - 715 -6585 FOR ENGINEERING.* All workmanship and materials are guaranteed for one year. A FINANCE CHARGE OF 1.5% per month will be accessed on all unpaid accounts in arrears. ANNUAL PERCENTAGE RATE of 18% plus attorney's fees if necessary to collect. ESTIMATES ARE ONLY GOOD FOR 30 DAYS. LI JACOBSE N To: Whom It May Concern RE: Federal Register, H.U.D. Manufactured Homes, Subpart F. - #3282.254 Distributor and Dealer Alterations. Under this section of the H.U.D. Code, distributors and/or dealers can alter a manufactured home in such a way as to attach screen rooms, carports, shed, garages etc. providing said manufacturer is in agreement with the distr provisions of alterations. The provision shall provide engineered drawings as to how said alterations will be attached to each home and the distributors and/or dealers shall maintain complete records of all alterations made under this section for a period of not less that five (5) years. There mist also be provisions for perimeter blocking at intervals at the attachment sidewalls of the home to withstand the download. With the above appropriate format followed, Jacobsen Homes would be in consent with any and all dealer alterations. Sincerely, Dennis M. Schrader President DMS /pmc P.O. BOX 368, 600 PACKARD COURT, SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726 -1138 From:B&H CONSTRUCTION 138/ 12/2009 13:03 11316 P.002/1302 -D A t — A r li St¶16A1 +ra',4 ap& , -i—•..... Z J�ATTO D' At seal �3�g ��' 6 :TlER ' JOC:+i TA cc. h se %v MaS rA(1? 74/0i- ; N yo . b yO - . •J t M - / - 4* --- -. 14,..? 1 4 /DO 0 f rp�L /a•S . - ' ' z n d, a�,cK1 l � bv •rL1= limy U/i /✓ x x iO _..... / cu 4. - l -, . r - rag_ (L�AFu6 ,. ' 7 . rfri '' y/ ` -- kt e.Ag c Ade • , wYVdews at" vE Apr mair -r '. . ■L. . : ''"/ ' • (44 se mei) ,i k • . .' . . 60 / • , 6,r- .2 23 • • E 1 gal en A. N d AR 1 zo .S ����✓ I GRA s • a r 4/4 LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 08/18/09 B 8v H Construction Zephyrhills, FL Re: 2010 Jacobsen Mod. #: tnr 7401 Address: 37532 Gill Ave Lot #: 275 Zephyrhills, FL. Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the existing structure to receive the attached structure. The proposed structure is roughly a 8'x22' Raised Screen Room, a 10.5'x17' Raised Porch, a 22'x23' Garage The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4 ". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Sincer y, ALLWO SHALL COMPLY WIT R ALL P 1 gEVAILING CODES CODE AN CODE,NATIONAL ILI ORDIN ANCES Leonard G. Wood CITY 0V LEPHYRH 4034 The Fenway Mulberry, FL 33860 • • 6Q >1 A 4 Ow v T in: T i0,14.7--e). A / 3c QFE� Ro,0, cpE� , r ^.a Rio v R/tr sf'/ � �' a-'-'.c i w F �,. H n mere ,k .70t; J/a Cc' h M c c1 t4 7 7 yp / 1 1 -ki ' /00 ' -' ; x.r� firPc\. v /OD %v j y RAI $E0 w,4 l i p 5,4;c:— /� /0, S "c ; n Pc44tr r X37 ,C� s it T i7 r 6 'belle= 1 ■ i ll 0 .29 V Diet Lr w A< 6pSEH'1 W 'p 3' , t ),'1-.1°C (EA SE/064) r / \ �r >1 N. N , o N b 7 co w en z,r )75 138 7S 3a2 6/ ( 4 U L_ / w GRA ZD 4.)j h i A- ) �) CC �� � C.T�o i° /d '( , , 0,s2� rte /us 5 .- i - 6- -- ,3 t< 07,4' UC) ic ---6- ' Ai/ V yT5.-- f A d ''A` 9 �A' , D rd Seri 6 sc-6- 1 y (%"--) s-) 02 /f /0 X i OYd -Sit/4 . 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E! x o \` , 2i 21 unui_uunu_Imm�_n, uuuuu T -a__.= lbws 1 • w I p O N N O � Q m U N U 0 0 i ci C §co h i J - - ENGINEERING REFERENCE SHEET • TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION W 1 4" CONCRETE SLAB ON COMPACTED F - 1 POST MOUNTED OVER 2 5/8" LONG X 1/8" THICK EARTH FILL W/ 6X6X l OX 10 W W MESH CHANNEL W/ 2" HIGH LEGS EXTENDING INTO OR FIBERMESH, 6 MIL VISQUENE VAPOR POST FASTENED W/ 1 3/8 "X 2 1/4" THRU BOLT BARRIER & TERMITE TREATMENT USE 2500 PSI CONCRETE MINIMUM WITH WASHERS USE 12"X12" MONOLITHIC FOOTER F - 2 3 1/2" MIN. CONCRETE SLAB ON COMPACTED EARTH W/2 #5 REBAR CONT FILL W/ 6X6X1OX10 WW MESH OR FIBER MESH W/ 6 W - 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE TO EXISTING HOME W/ # 10X3 "SMS 24" OC TREATMENT. USE 8 "X12" MONOLITHIC FOOTER W/ 2500 PSI CONCRETE MINIMUM FOR CARPORT. W - 3 4) 12D NAILS TOP AND BOTTOM OF EACH 2 "X F - 3 3 "X3" ALUMINUM POST SET 24" INTO A 16" DIA 6" STUD. IN FIRST PLATE - OF TOP PT PLATE HOLE FILLED W/ 2500 PSI CONCRETE MINIMUM USE 1) l2D NAIL 24" OC STAGGERED TO FASTEN SECOND TOP PT PLATE. USE GALVANIZED NAILS ON FRAME WITHIN 10 MILES OF THE F - 4 3 "X3 "X .093 ALUMINUM POST COAST A - 1 FASTEN HEAVY RECEIVING CHANNEL TO HOST W - 4 GARAGES AND UTILITY ROOMS WITH WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR ALUMINUM ROOF MAY ELEMINATE BRACING #10X2" SMS 24" OC IF HOME HAS FACTORY IF STRUCTURAL GRADE THERMOPLY IS USED- ATTACHMENT BEAM NAILED 3" OC ON EDGES AND 6" OC IN FIELD A - 2 FASTEN SCREEN WALL TO HOST WALL WITH W/ 8D NAILS OR USE 7/16 "X1 1/4 "CROWN #10X3" SMS OR #10X3" TAPCON ON CONCRETE STAPLES AT SAME CENTERS. WALLS 24" OC W - 5 2 "X6" PT BOTTOM PLATE ANCHORED TOCONCRETE A - 3 2"X SM BEAM THROUGH SCREEN ROOM SADDLE W/ 3/8 "X3 3/4" WEDGE ANCHORS 24" OC SCREWED BOTH SIDES W/ 3 #10X2" SMS W - 6 SIMPSON H -3 AND H -2.5 HURRICANE CLIPS OR EQUAL A - 4 ON TOP AND BOTTOM OF EACH STUD TO PLATES 1) CHAIR RAIL SCREWED / 2 #1 UP RIGHTS 1) INTERNALLY SCREWED W/ 2 #10XX 2" SMS NOTE: ALL WOOD WALLS MUST BE A MINIMUM OF 6" 2) INTERIOR/EXTERIOR CLIPPED W/ 2 #10X1" SMS ABOVE FINAL GRADE. 3) 1 "Xl "X 2" ANGLE W/ 2 #10X1" SMS NOTE: HORIZONAL BLOCKING /FIRE BLOCK NOT REQUIRED A - 5 MOUNT 2 1 /8 "X 1 1/2" RECEIVING CHANNEL TO IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS RECEIVING BEAM AND MOUNT BEAM ECEIVVI NG G CHANNEL AS SHOWN IN CHAR T B - 1 GABLE RIDGE SUPPORT AND CONNECTIONS FASTEN 2 "X RIDGE BEAM IN SLOTTED 2 "X6" SM BEAM USING 1" ALUMINUM ANGLE FASTENED PER CHART B I11 FASTEN 2 "X6" TO 2 "X SM BEAM USING 1 I/2 "X2 1/8" RECEIVER CHANNEL PER CHART B III B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN 1 I /2 " "X 2 1/8" RECEIVER CHANNEL FASTENED TO HOST WALL WITH # 10X 3" SMS PER CHART BIIICONNECT 3" EXTRUDED HEADER TO BOTTOM EDGE OF HOST FACIA 24" OC W/# 10 "X3" SMS B - 3 CHART FOR FASTENING SM BEAMS TO WOOD AND SM BEAMS TO ALUMINUM MOUNT 2 1/8" RECEIVER CHANNEL FOR SINGLE S EAM MOUNTINGS (6( g,* SOfLS AND FOUNDAA11ONS Material load intensity erasion � end erasion araet�; cs of slope 1805.4 2.3 Plain concrete footings. Of plain concrete footings ' The edge ih'ckness s 180 5.4Footi Li t -frame supporting walls of other than Footings shall bc designed an constructed in g construction shall not bc Tess that 8 inches Allowable bearing capacity of the soil is not ex (203 rnm) where placed on soil. Thai able ea g pact o minimized. The exceeded, and Exception: For plain concrete footings Width of footings shall be 12 inches (305 mm) minims Group R-3 o to ancies, the Pcrm �pponing ted to bc 6 inches (152 mm),provided t n . Rocs not a that the footing Footings ThlcJmesa footing ter sr � d e of LLpponcd &s in eras with expansive soils shall be designed in accordance with the provisions of Section 1805.8. Wall. 1805.4.2.4 Placemait of concrete. Concrete footings 1 805.4./ 1,1 Design loads, F shall Shall not be placed through water unless a tremie or other the most uutavo effects due to combinations a for method approved by the building west dal is co W loads specified in Section 1605.3. Thc dead load shall in - Placed untie or in the clued the weight shall bed a'x'e en s to er„ r 8h oundatians„ footings and overlying e p O81 on by approved means to le ensure C l e n t fill Reduced live bads, u specified hi Section 1607.9. mum segregation of the mix and negligible turbulence ut Arc Pitted to be used in designing footings, the water. 18 1805 4.1 Vibratory Where rato loads. machinery 1 8 4. 2 i i ern e � opera- 1805.4.2.5 Protection of bons or otq other vi ideation shill be m tt en h in th e Footing shall be protected from Concrete depositing design to prevent a period of not less than five positing and for detrimental disturbances of the soil. Not be allowed to flow through the Water shall 1805 4.2 Concrete footings, deposited 000cnccc. ga The design, materials and con - strvction of oantaetc footings shall nom 1805.4.2.6 Forming of concrete. tract ion ply with Sections permitted to be east Concrete footings trnO are ter 1805.4.2. through 1805.42.6 and the provisions of Chap- ion of the boil against t he earth when. in the opin- ding official, soil conditions do no( forming. When tonging is required, h shall be in r c Where a specific design u no( provided, core Crete footings supporting dance with Chapter 6 of ACI 318. Cre walls of light-frame construe- 1805.4.3 M Lion are permitted to be designed in accordanc and construction of e with Masonry-unit footings. The design, materials Table 1805.42 m with Sections 1805.4.3.4 1805.4.3.2. e and the provisions 1805.42.1 Of Chapter 21. 805 . 4 provisioru 1 80ll have a � strength. Concrete in footings Less than a specified ed compressive strength (f c) of not Al 28 des Pounds square inch i 17 237 kPe)' a specific design is not provi Ys. angry-unit footings supporting walls of light-frame con 1805.422 R St action arc permitted to b designed in accordance with eservcd. Table 1803,42. 1805.4.3.1 Dimensions, Masonry-unit footing shall bc laid in Type M or S mortar complying with Section • FOOTINGS SUPPORTING W TABLE 1805.4,2 WALLS OF LIGHT -FRAME CONSTR UCTION& b. c. d NUMBER OF FLOORS WIDTH OF THICKNESS OF SUPPORTED BY THE FOOTINGS* (inch )GS FOOTING (inches) (inches) IIIMIIIIIIIIIIIIIIIII IIIIIIIIIMMMIIIIIIMIIIIIIIIIII 6 3 6 For S 1 • 1 inch = 25.4 mm, I foot < 8 a 304.8 min. Depth of footings shall be in accordance with Section 1805.2. b The ground under the Boor is c. permitted to be excavated to the elevation of the top of the footing walls are m i bus table and to be supported by isolated footings. The footing width and I 8s shall be spaced no nor than 6 Feet on center. length chap be rwicx foundation walls, sec Section 1805.5. c Footings are P to support 1 roof to addition to the , d. For thickness off Shall be as required for supporting one floor, snpulatcd number of floors, FOB supporting root onto f. Plain concrete footings for Group R -3 occupancies arc permitted to be 6 inches thick rlorida Building Code Online Page 1 of 1 CO "i7 1'1ity Affairs , ,I �" , , , t r. i.,.. rOCA HOME ABOUT DCA DCA PROGRAMS CONTACT OCA It - om �, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Community '" Affairs I Product Approval Menu > Product or Application Search > Application List • ITyPLANNINO Search Criteria Refine Search 'Code Version 2007 FL# 5302.16 • &CcMU '' (Application Type ALL Product Manufacturer ALL DEVELOPMENT ' Category �ENCV 9 ry ALL Subcategory ALL MANAOE Application Status ALL Compliance Method ALL ' Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL I MICE OF THE (Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL !Impact Resistant ALL Design Pressure ALL !Other ALL Search Results - Applications FL# 1 TVDe Manufacturer Validated By Status FL5302 -R1 Revision Amarr Garage Doors Steven M. Urich, PE Approved History FL #: FL5302.16 Model: Stratford (M600) and Heritage (M950) (717) 932 -8500 Description: Dwg. IRC 6018 - 110 -15, 167 thru 18' wide. Category: Exterior Doors 1 Subcategory: Sectional Exterior Door Assemblies I� DCA Administratiort Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. 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D U U D _ vs =�i� ) yy,� U a x d' 2 3 � g -' C . j .,.`111 8 g w a x — m a o Q x x x x x x g k j L U G. m 0 T '�' U ., x Y, ,_ o n G C U ._ 2 . c. § D t b m 0 1:1 T] I g i3 q, g 1 L , »_ — ' Ah£E5= 12'1 %I.e. DeM2f 'GVBSZ'. Ir -TGZT. Ymels.lePlod +la(wd \SGatad - M.11 nonaa tsuliaing Loae online 1 a�L, , Vi ' R ` " *s "f" • < t fit - , "c �. s fir ` f ha -, .41.4,;:. -- i',.::.::, � . ,. 4 a ,- .. -.... I y � � w f s: i - ..r ., .,, : ^_ . OCA OW etiat f trCA. Ar: H AtRYwR6g8 COMLACf,OGk ilk ' ,`; ' it BCIS Home Log In User Registration Hot Topics Submit Surcharge Scots & Facts Publications FBC Staff BCIS Site Map links Search Cf Product Approval w *� r . USER P u d ic U ser ,+ Community :t „ Affairs r .. Product ApprovaI Menu > Product or Appl_ ation Search > Application List 4 ' Search Criteria Refine Search '' Code Version 2007 FL# ALL 4410019#4041d0VOUri Application Type ALL Product Manufacturer Kinro, Inc f i�wt . Category Windows Subcategory 9 rY Single Hung ,ItiliONDENCY .:.T Ap Status ALL Compliance Method ALL "� , ': , :e -,, '' Quality Assurance Entity ALL Q Y Y Quality Assurance Entity Contract Expired ALL p.....”` z. Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# ITvpe Manufacturer P alidated By iStalus FL993 -R3 Revision Kinro, Inc American Architectural Manufacturers Pending FBC Category: Windows Association Approval bcategory: Single (847) 303 -5859 Hung FL2864- Revision Kinro, Inc American Architectural Manufacturers Pending FBC R2 Category: Windows Association Approval Subcategory: Single (847) 303 -5859 Hung FL12053 New Kinro, Inc American Architectural Manufacturers Validated Category: Windows Association Subcategory: Single (847) 303 -5859 Hung DCA Administrabon Daparbnant of Community Affairs Florida itdMing Cad* Orkin Cedar and Standards 2555 Shumard Oak Boulevard Tallahassee, Honda 32399 -2100 (850) 487 -1824, Fax (850) 414 -8136 © 2000 -2005 The Stale of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accept.: 0 Verlalew - f ...rod r http:// www. floridabuildi .org/pr /pr 3/24/2009 rionua t)uiiuing Loae vnnne rage 1 01 G $q trot , t�,,. s ;4,471,1 �" ,V s 'v ` � ; 'i �'�Z �' ".� ° ,. yi �y' ' i . i 9 � a...y. ,�,' r • F op. � ° "� ��4 1 A. ;4: w E *511)4: ' N' ' nd . fin, - k ,. '" 4 ;,.. $ :_3hr� N.. s'.`tlT IC I � `.. • :'' '. 4CAHAIE ABCUTOCA OCAFR?QRiMS =STAG" � C ,> ,' BCIS Horne Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map links Search 4 a ea Product Approval y i i u 0k h USER: Public User ,r,1 Community ` Affairs * Product Approval Menu > Product or Applicat_on Search > Application List > Application Detail C N IY'14 ,a FL # FL2864 -R2 Application Type Revision Code Version 2007 Application Status Pending FBC Approval =='1;' 1 = Comments OF e Archived Product Manufacturer Kinro, Inc Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473 -4421 Ext 117 ddewey @kinro.net Authorized Signature David Dewey ddewey @kinro.com Technical Representative David Dewey Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473 -4421 Ext 117 ddewey @kinro.net Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101 /I.S.2 /A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/22/2009 Date Validated 03/09/2009 Date Pending FBC Approval 03/15/2009 http: / /www. flondabuilding. org/pr /pr_app_dtl. aspx ?param= wGEVXQwtDgs %2bYQ6 %2f... 3/24/2009 rlunua nuiiuing wue Summary of Products �FL # Model, Number or Name Description 2864.1 126000 SH 46- 1/4x63, Alum, Flush mount, Tilt -in sash, IG, 1/8 DSB annealed Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL2864 CAC KIN 2600.0 R45 46x63.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/17/2012 Design Pressure: +45/ -45 Installation Instructions Other: FL2864 R2 II Window Installation Florida v032009.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r Back I Next DCA Administration Department o1 Centinunky Affairs Fonda buUdtng Cede Online Codas and Standards 2555 SAumand Oak Boulevard Tallahassee, Florida 323 99 -21 00 (850) 487 -1824, Fax (850) 414 -8436 ID 2000 - 2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: !ql 75 2 El Yowl Shan s.rY.w Yfff Y � http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx ?param= wGEVXQwtDgs %2bYQ6 %2f... 3/24/2009 07,- 1 1 c'l -109 14: `.r, k i 1 T MOiBILE HOME SI IF'F'I 1 863E.6 7 777. F1=IGE : E • 44( Revised Jas. 20.2006 Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin including Egress Units MANUFACTURERS NOTE: Faiiene to follow thew iastractioas may cause the window rot to inaction properly. All product liability and warranty could be void. These installation instruction are recomrueadations malty. Local building codes may impose additional requirements, and those codes may supersede these instractioas. 1 • Routh ()inning Preparation A. Opening for windows should he framed in accordance with the required standards for sin of window used in order not to apply any loading to the window which may hamper its operation. The prepared rough opening should allow 1 /8" clearance on each side, the head and the sill, including the thickness of pro - finished paneling, shims, liners, etc., where used. 13. Window rough o,ennng should be level. plumb and square: Check width, height, and diagonal measurements for squareness. There should be no more than 1/8" variation between these measurements. Avoid the use of warped, twisted, or knotted framing members. It is recommended that the sill of the rough opening be straight and leveL Bowed or warped sill framing members can result in a crowned sill of the window, C. Make certain all mounting surfaces (siding included) are securely fastened and flat around the perimeter of the window opening. Check the opening for correct size. Kinro recormnends adding 1/4" to the actual window width and 1/4" to the actual window height for the rough opening size. D. According to Federal Manufactured Home Construction and Safety Standard, the bottom of an Egress window shall not exceed 36 incbea above the floor, nor shall any latch or other device for the window, screen, or storm window which needs to be operated in order to permit exiting, be loeated in excess of 54 inches from the finished floor, E. Flashing: 11 is not the responsibility of the window manufacturer to design or recommend a flashing system appropriate to each job condition. 11. Window Installation A. it is recommended to apply a 1/8" thick, suitable, good quality, non- hardening, water resistant sealant tape (putty or butyl type) to the back of the window mounting flanges in order to provide a good seal with the homes weather -proof envelope. if a gunable sealant is used, a 1/4" bead should be applied centered over the mounting holes on the back of the window mounting flange. CAUTION: • For vinyl windows, do not we a sealant that contains solvents which may chemically attack vinyl. • The use of foam tapes is not recommended for window installation. B. 1)o not remove any shipping clips (if' provided on the window series being installed) and always keep oPeratrne sash cl sad lo cked dnrina installation. 1 7 1 1 E[= 1'4: I' I I 1 111_1E11 E HOME -LIPPL `r 81:-. 'A�aE : ] C. Always handle windows properly. Always pick them up by both side jambs using both hands. Never pick up and handle windows by the header only, sill only, or by one side jamb only. This can damage dire wihd5ws and possibly rupture the glazing seal and/or joint caulking, thus resulting in a possible leak D. Carefully insert the window into the opening, Center the window in the rough opening with the sill of the window resting on the sill of the rough opening. E. Drive the first fastener al approximately the center of the vertical frame jamb. Drive the second fastener on the opposite jamb at the approximate center. Drive the third fastener at the center of the sill member (Note: When installing window check the window sill for straightness. If the window sill is crowned, apply light pressure at the center of window sin anti) it is level. While holding the sill keel, drive the third fastener into the center of the sill.) Drive the fourth fastener at the center of the head Run fasteners, from one of the above fasteners, to the end of each frame member). Repeat this step until all fasteners have been inserted from the center of the vertical frame jamb outward to both ends of each member. Finish installing the fasteners from the center of the Frame Head and Sill outward to the ends of each member. See attached drawing for visual guide to fastener placement of assorted window types. Note: All fasteners should be driven straight into the window front*. See section ill for fastener information, This sequence of fastener installation applies to both vertical and horizontal sliding windows, flush mount and recessed fin mount, for both metal and vinyl windows. A drawing is attached for visual reference. After the initial fasteners arc placed, it is important that the installer does not run the remainder of the fasteners in a continuous clockwise (or counter clockwise) fashion aground the window. F. Avoid damage to the seal between the glass and the window glazing member. Power drivers should be adjusted so as not to cause excessive dimpling of the window flanges. Careless mounting procedures could negate window certification_ G. If the exposed surfaces of the rough inside opening are to be trimmed out with pre - finished paneling, k must be done in such a manner so as not to distort or twist the window frame members and make the operating sash tight or inoperable. if interior trim is installed prior to window installation insure that enough room is left to allow the window to fully seat against the exterior wall surface. .Do not obstruct tilting sash operation or locking mechanisms with inside trim, wood molding, etc. iI. Windows should be checked after installation to make sure that all moving panels, mechanisms, latches, and other hardware function properly. Any shipping clips must be removed prior to operation of the window. I. The window's exterior mounting flanges should be checked after the installation to assure an all- weather seal. It is recommended to seal the outside top of window (full width) with a good quality sealant for additional insurance. J. For vinyl windows, leave an appropriate gap between the edge of the siding material and the window frame to allow for siding expansion and contraction. For large vinyl windows with recessed fins (size 72" in width and wider) Kinro recommends a sill support (minimum 1 " thick) be installed underneath the projected tame sill on the outside. 2 113- 1 1 201:1' 1-1: ` H ,I f'11 CIE E HOME '=;I !PPE K. The use of any appurtenance system not approved for the 'ids window or any alterations of an approved appurtenance system negates the window ccitl&sth t. The operating instructions and certification label are a permanent pert of the Egress writ and must not be removed. L. There should not be any obstruction pl aced, attached, or located inside or outside an Egress window which would hamper direct acorns to Egress Devices or encroach on the minimum dimensions for horizontal, veal, and square feet of area required for exiting. Caution: Flammable fabrics could prevern access to the exit devices. M. An operational check of each, installed Egress Window or Device shall be made at tine installation site. For HUD manufhaaued homes it is recommended that the Manufactured Home Factory record and retain a permanent record of the serial number of the Egrets unit in direct crop elation with the serial number of the Manufactured Home in which it is installed. This will facilitate correction, recall and notification for non - compliance defects and/or imirdnent safety Wizards. N. Do not install vinyl windows on top of vertical or hori1 metal siding. Flanges may be damaged and teaks may occur. Warranty is void. la basso A. Either screws, nails, or staples may be used as fasteners for your installation. The fastener must penetrate the stud at least one (17 inch, allowing for exterior sheathing. The pro - punched mounting holes in our window flanges are to assist our customers who use #8 pin head mew fasteners. Other equivalent fasteners would be as follows: 1. 60 smooth shank nulls (min. 1 W' penetration) 2. 6D ring shank nails 3. 16 gauge adhesive coed staples, 7/16" sown. Note Any homer. either sae'', nail, or staple that is left exposed to the weather should be of a plated type that will not corrode. C. la Wind i ed Z ea 91 mash and - AVM- Wine/one 111: on uneven cremated siding, a bsteser should be p seed iw every hale to ammo a proper weather seat around the perimeter of the window. On smooth wood finish siding, a fastener in every other bole for aluminum windows and every hole for vinyl windows b recomaterded. When itnstalling a window in this fashion, the installed window should be cheated to erasure that there are eo excessive dents or rises in the fin that would allow a water or air leak. Exterior type trim could then be placed over the window. When using rails or staples, they do not have to be in the bale, just in the general Weldon. D. Wingeggeol truvturai w W i one fastener mb ert o f be follow all li� ery mounting hole to meet s � Except for the requited number of fasteners, listed above. loirAPIN 464. it V 40 84 QU 4 EXP. (Pia °167 4 1/4' A 7 OF C - 3 ___ .. _. rf/vfo WINDOW INSTALLATION d FASTENER PLACEMENT -- p --d <- — 0 .----- i ____. _____ .., _ a () FINED SIDE . OPERATING ' O L� F11 9 tin L7 1 0 Q i OPERATING NOR I tONTAL SLIDE SASH w I N Bows I P --al-4> IC -----4> < 3_____ 6 c VERTICAL SLIDE 0 SINGLE HUNG a 0 & PICTURE WINDOWS - _. Actor initial fosfemers are pieced q---- run all other fastomers from .- 0 -Oe.� 6 one of them fo the sod of the member. DOUBLE END SLIDER It is racomMeoded fo always start COMBINATION at the oppros imote center of tic jamb. WINDOWS WIND= FASTENER W /INDON FASTENER SEALANT /TAI[ SEALANT /TAPE -- $10INS Ca 1.4J METAL SWINE L�� __,,�� L7 Q Z _ C.1?11......ICIN ` --I d W I� . Li MK JA1 Foos JANE 1— Z THIN 1 Q Q IN LA ION an / ;TYD LJ _ '`��' ../ INTERIOR -41 ' t/� FINISH M W --J .40 inw I /0 C� 1/1' LaJ ir TYPICAL SIDE JAM CROP SECTION TYPICAL SIDE All CNDSS SECTION VIM 1N1EN1O4 MN NM IITERICI TRIM INSTALLED AFTER VIM' Page 4 of 4 INSTALLED BEFORE NNNOON w .1