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HomeMy WebLinkAbout09-9908 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9908 BUILDING PERMIT Permit Number: 9908 Address: 7812 KAY MARIE AVE LOT #319 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34- 25 -21- 0180 - 00000 -3190 Im rov. Cost: 24,288.38 Date Issued: Name: GRAND HORIZONS Total Fees: 260.00 Address: 7645 GREEN SLOPE DR LOT 230 Amount Paid: 260.00 ZEPHYRHILLS, FL. 33542 Date Paid: 12/22/2009 Phone: Work Desc: CARPORT 384, SHED 120, RAISED SCRN RM 162 CONCRETE WALK B 8,1-1 • I N OF - • L L BUILDING FEE 225.00 EL CTRICAL 35.00 JAMES 0 MORTON ELECTRIC CO.,INC. r oe1/4 9 io/ 2' FOO ER 2ND R•U H PLUM: MISC I ULA IAN 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." CONTRACTOR SIGNATURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I111111IIIII Ilill Iilll1111111111111111111111111 X11111111IIII 2009178710 NOTICE OF COMMENCEMENT Rep t • 1278132 Rec : 10.00 0. IT: 0.00 1 2/15/09 Dpty Clerk Permit No. PAULA S. O'NEIL, PRSCO CLERK & COMPTROLLER Tax Folio No. 34- ?5- .l- woo - 3110 12/15/09 10:05 1 PGo 4 OR BK 823 4 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. /srAr ■b IlorIY.ah3 `- Lo' 3i 1.Description of property (legal description): 01Z 71y4(r % 10trC a) Street (job) Address: X81 D 1< l Mac Aar Lef•kyek, Its t F 335111 2.General description of improvements: r p 'ari,nr'4 sl.e.A.TRA tied SereercRnnrn,Ceoerrcl kior: 1 040 r,rlm jN%ltuieei 3.Owner Information // a) Name and address: (7lcru4 ilortt.to 'aowveb We- t4oaSm orc►s nCUe t . tsteksppk,11c, - FI 33503 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property Ft 4.Contractor Information a) Name and addressT4- ,, WS ry ,. e , 1 b) Telephone No.: S1'3 - tea - noted Fax No. (s . t.) -- )1T-( 0 525 - 5.Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6.Lender a) Name and address: Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices 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(I)(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 airs - -- 10. -�-( jet Nit ate State of Florida Signature of or Owner's Authorized Officer/Di ector/Parmer/Manager 6 re, of n' c fires 06/22/20 0566784 Print NamcJ �1 e6 L- The foregoing instrument was acknowledged before me this 14 day of � , 2009 , b) ceq •e, as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on If of whom instrument was executed). Personally Known ✓ OR Produced Identification Notary Signature /7 �- Type of Identification Produced Name (print) I"L ✓G (T A • Asete:c ,Ali D Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. FORMS/NOC,cvsdZ007 -- Signa f Natural Person Signing (in line # 10.) Above 813- 780 -0020 City of Zephyrhills Permit Application Fax -813- 780.0021 //�� r Building Department [ D 6 i f q IS 1 Q 1� Date Recei I / �.1 ci P hone Contact for Permitting O / O - - / f/4 Owner's Name [,rar[�,, kri -orr ITDM -- e6 a 1 Owner Phone Number p 13 - 78c; -10 r4 Owner's Address (7rbr7 //iAe/IaS�,rZr65B�j • ellf � 1 Owner Phone Number Fee Simple Titleholder Name' I Owner Phone Number Fee Simple Titleholder Address • JOB ADDRESS 7F4? 4V flZ9 / 6 l3uE I LOT # I3' / SUBDIVISION Vs llonia'I 1 PARCEL IDS! 37 -as a/ -o/Y - ( ° -3 / ?O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED n NEW CONSTR ADD /ALT Q SIGN Q MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE O SFR 7 COMM Q OTHER r • _ a �4 irilLmammosiiii TYPE OF CONSTRUCTION Q BLOCK ED FRAME Q STEEL Q OTHER 1 I � 170 ,7tI !Ord 1 DESCRIPTION OF WORK HP.� Rs isEb SBf re(% QL m COotrcC)' LLY ,l k InCLI rl knp &mad -t t 1 C. BUILDING SIZE ( SO FOOTAGE' 700 1 HEIGHT 1 O /BUILDING 1$ a 3 jI 3p VALUATION OF TOTAL CONSTRUCTION d ELECTRICAL $ 306 O( 7 AMP SERVICE n PROGRESS ENERGY = W.R.E.C. Q- PLUMBING $ ED MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION Q GAS Q ROOFING f SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS ( I nn FLOOD ZONE AREA F ONO L!� i BUILDER ' Aw^ L6 .4 4 .c.... Nk �,r/ COMPANY FE ({�7 SIG L 't V3." REGISTERED Y / N FEE CURRENNT W i ^? Y / N i Address /d. I r S s _ ' -4 / / (�\ - License # I l:t� "J 7'c ELECTRICIAN jakt-J' { \��I(22) i COMPANY I f 1 t Y Elea. C. SIGNATURE '��__ ✓✓ / r REGISTERED I Y/ N FEE CURRENT 1 Y/ N I Address [b . C J g L1 153? 7'ir Os 1 License* ILA j2 opt a 4 43 PLUMBER COMPANY SIGNATURE .. REGISTERED 1 Y/ N 1 FEE CURRENT I YIN I Address 1 1 Ucense it MECHANICAL COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURRENT 1 Y/N I Address I 1 License # ( OTHER COMPANY 1 SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/ N I Address 1 I License # 1 • RESIDENTIAL Attach (2) Piot 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 subdivlslon$Aarge projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Ufe 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 dumpeter. 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: t FiII out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over 55000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter Non 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 byjhe 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) ll,�,((JJ�� � id )a ��J) � � OWNER OR AGENT 52/1.— a, ._ CONTRACTOR #' )o �C1.GL.FJL4L. Subscribed and swogl to (or ed before me this � scf bee ,and savory ta(( a ed)pefore me this /a 1407 by 4 /lf by 4re.4 AS r..r_i Who is/are personally kn n to me or has/have produced Who is/are personally known to me or has/have produced `/ a(p as co ident Nt fication. as identification. (0 ?" 1 / � Notary Public / ' ��/� �' Pbl c � / ' 03,64 Notary Public Commission No. Commission No QILdu A • rL 3iwc A • 454L L_ Name of Notary typed, printed or stamped ame of Notary typed, printed or stamped Notary Public State of Flonda 'i P4 s fs Bruce A Asbel p Rr o� n •�t_ c :ac , ,u:n a • ■My Commission DD566784 B ruce A A sbei . ��+�° Expires 06 /22/2010 Com mission DD566784 'a, My Expires 06/22/2010 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 475 (1 0;44J 'Z/ Date Received: /2 /5/0 Site: Z k / I, e A Permit Type: 41k 4 u111 ikeko j ,t� icx Aier / '0 Approved w /no comments: Approved w /the below comments: ❑ Denied w /the below comments: ❑ This comment sheet s all be kept with the permit and/or plans. 5 1245-ol Kalvin itzer — s Examiner Date Contractor and/or Homeowner (Required when comments are present) 4025 Morris Bridge Road OOT -MHP Zephyrhills, FL 33543 Phone: 813- 782 -1064 • -` CONSTRUCTION Fax: 813- 715 -6585 FREE ESTIMATES D #, roll Free: 800- 224 -1206 ESTIMATE of Central Florida. Inc. www.bhconstructioninc.com * *LICENSED * BONDED * INSURED * SKIRTING * STEPS * ROOM ADDITIONS * ALUMINUM * CONCRETE * LANDSCAPING ** Lot #: 319 Subdivision: GRAND HORIZON 7812 KAY MARIE Date: 12/2/09 Address: Zip Code: Signature: GI,ASS ROOM WAI.I.S Signature: Walls + + + = o L/F x So.00 Date Signed: R System Insulated x _ = o Sq. Ft. x $3.60 S0.00 Date Signed: Hand Railing _ L/F x $24.76 S0.00 Fax to: 813- 715 -6585 for engineering Step Railing _ EA x $102.38 so.00 Aluminum roofs include: Pans, Trim, Gutter, Downspouts, 3x3 Posts & Flashing Maxi Railing _ L/F x $32.53 50.00 39 Pans 13 Ft. Long 507 Sq. Ft. x $4.49 $2,276.43 Maxi Step Railing 2 EA x $145.36 $290.72 5 Pans 43 Ft. Long 215 Sq. Ft. x $4.49 $965.35 Garage Door . _ x _ _ EA x S0.00 8 Pans 16.5 Ft. Long 132 Sq. Ft. x $4.49 $592.68 Garage Door Header _ x _ _ EA x So.00 Pans Ft. Long o Sq. Ft. x $4.49 So.00 Garage Door Opener _ x _ _ EA x So.00 Valance 31 L/F x $5.46 $169.26 Garage Door w/Windows _ x _ _ EA x S0.00 Gutter on Home 6o L/F x $6.07 $364.20 ALUMINUM TOTAL $8,873.68 Beam Work 1 x $170.71 $170.71 2x4 SM Beam 32 L/F x $4.84 $154.88 CONCRETE AND BRICK WORK 2x6 SM Beam 68 L/F x $6.74 $458.32 Slab 2 x 5 = 10 Sq. Ft. x $3.47 $34.70 2x7 SM Beam _ L/F x $7.33 Woo Slab io X 12 = 120 Sq. Ft. x $3.47 $416.40 2x8 SM Beam _ L/F x $9.96 So.00 Slab 32 x 12 = 384 Sq. Ft. x $3.47 $1,332.48 2x9 SM Beam _ L/F x $10.81 $o.0 Sl 4 x 13.5 = 54 Sq. Ft. x $3.47 $187.38 2x10 SM Beam . _ L/F x $11.95 S0.00 Side Walk 3 x 46 = 138 Sq. Ft. x $3.47 $478.86 Carport Gable Framing x $114.86 So.00 Driveway 20 X 30 = 600 Sq. Ft. x $3.47 $2,082.00 SCREEN ROOM WALLS Driveway Flair 7 x 22 = 154 Sq. Ft. x $5.20 $800.80 Lap KP 12 + 13.5 + 12 + = 37.5 L/F x $37.71 $1,414.13 Raised Utility . _ 1 1/2" 1 4" x $37.40 S37.40 %%WowRedy + + + = 0 L/F x $33.36 So.00 Raised Patio 6 C- 12 X 13.5 = 162 Sq. Ft. x $11.15 51,806.30 Screen Door 1 EA x $114.66 5114.66 Raised Patio 6 C- _ x_= o Sq. Ft. x $11.15 $o.00 Gable Fill one Side _ L/F x $18.59 S0.00 Over 6 per ft per - 51 X 3 = 153 L/F x $3.28 $501.84 Fan Beam (not wired) _ EA x $76.82 S0.00 Footer 8x12 Reinforced 36 L/F x $5.98 $215.28 Footer 12x12 Reinforced 34 L/F x $8.39 $285.26 UTILITY ROOM WALLS Skirting Footer 85 L/F x $4.62 $392.70 Walls 12 + 10 + 12 + = 34 L/F x $43.40 $1,475.60 1 Tread Step 6 EA x $119.01 $714.06 Shed Door and 1 Window 1 EA x $267.50 $267.50 4x4 Stoop _ EA x $307.49 Woo Single Window (Extra) i EA x $95.44 $95.44 Fill Dirt ii Loads x $151.73 $1,669.03 Large Window _ EA x $137.79 so.00 Lot Grading _ x $385.81 so.00 Bug Shield io L/F x $6.38 $63.80 Brick Skirting Max 5 High Double Shed Doors . _ EA $696.90 So.00 Split Brick Ai - L/F @ _ Courses x $2.73 $o.00 Gable walls _ + + + = o L/F x $52.36 so.00 Split Brick Solid 127 L/F @ 9 Courses x $2.97 $3,394.71 VINYL ROOM WALLS Firewall _ x $800.00 $0.00 Vinyl Wall _ L/F x $57.52 moo Pretreat $100.00 Sloo.00 Lap Top Inside and Out _ L/F x $17.59 So.00 Misc: $0.00 Florida Glass _ L/F x $13.02 50.00 Misc: moo Insulate Top and Bottom _ L/F x $7.70 so.00 Misc: $o.00 Doors include (2) 2 Track Units Vinyl Door Unit _ EA x $163.04 moo CONCRETE $14,449.20 Misc.: so.00 NOTE: According to the FL ALUMINUM $8,873.68 Misc.: so.00 Building Code, a crack is not PERMIT $665.50 Misc.: so.00 a structural problem until it TAX $0.00 Misc.: so.00 reaches 1/4" in width. TOTAL $23,988.38 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. -V 60 >1 A n 4.0 7.f' A >I< a ' < (3 ' 1 ) Pi 50 bolo i #cobscw' Mcd'' true YVisg' a i. 29"( YV i 51/0 it \r i t i- 1 I( / /00 a l I(r)° r I Y 32 ! !;1A'�Rr Y 'i+ualK i RA xcb <-/31 I ts4/3-,5 39 1 DR► VE JAy v 6, 56 ICS I 3 ` A (X' ./G • / 1 R \ V or r65trvier-l ( 60 >1 L r 3i9 3r L L)a G R A ,c) c! hb, 1 z-0 ti.)' i'''' /‘6(-1)11 = ,.,,,,, :5 - ( 1 1111 it HOMES 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, stied., garages etc. providing said manufacturer is in agreement with the distributor's 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 must 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 ,.. , . FCIA Projeci< \ Project ForderskPre; 120i-000 \ 4,t i25EAD P,Wf3C Diervingsy... d,s, - — --- o ! 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Y. E 1 16 1.41-k.--1 tn > g." 0 r c ill 8 1: i C) -,, -■ 0 A.) -0 - 0 C•4 1 c. 0 I i C.7! I 1 H I .----- am' 1 1 0 \ 1 1 1 11 __ i.....----47 , i \ . ,--o.25V i 1_2.210 ■ _1_ 805 I I ; ------' -- \'--- .. - r i \ . .0 i ----1--- ) t I 1 I 1 I ° • 90 - - --; k-0 1 \ 11.18711 ' / 1 f I,- ,..3.1.9 , LH PROOUCT: I IP _,,.. ii ; ' ___________ p „ , . CONSULT/MS, WC. I PLA-fHwri ROOF1NG PANELS t ..ifo Poona Ho.: 6 1E-007O.77197 1 . - _ - _________---------i _ j_____I p,,,, , Flvdda &lord of Prof000tor701 F.-mino,,,o Il . - 1 Ca NO. DATE I - - - ---- Ls, i GENERA! NOTFs ,f, rcrrI717,7S I Florida Building Code Online Page 1 of 3 "'"Tfi •-• Y 'P oc*ll ABDUrcc* = � 1! r comeitak r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats B Facts Publications FBC Staff BCIS Site Map Links Search • J Product Approval USER: Public User Community ;`. Affairs { , Product Approval Meng > Product or Aoolication Search > Application List > Applkation Detail cC FL # FL1722 -R3 Application Type Revision • MaitSRto & commuti ty > pMpd Code Version 2007 ♦E� Application Status Pending FBC Approval NIANAGENtENT Comments .0FnceOFTHE Archived SECIiETgity Product Manufacturer Elixir Industries Georgia Door Division Address /Phone /Email 1215 Pope Drive Douglas, GA 31533 (770) 459-8183 bpowers @elixirind.com Authorized Signature Robert Powers bpowers@elixirind.com Technical Representative PTC Address /Phone /Email 1535 N. Cogswell Street Ste. C25 Rockledge, FL 32944 (321) 690-1788 info@ptc - corp.com Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/18/2009 Florida Building Code Online Page 2 of 3 Date Validated 07/16/2009 Date Pending FBC Approval 08/12/2009 Summary of Products ■ FL # Model, Number or Name Description 1722.1 402 -14 Vinyl Steel Out - Swinging Regular Door - 14"x14" Limits of Use 4x14" Window Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 402- 14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 ' Design Pressure: e. +33.3/ 50 Installation Instructions Other: FL1722 R3 11 DWG 402-14.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports il FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.2 1402 -20S Vinyl Steel Out - swinging Regular Door - 20" slider window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 402- 205.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +40/ -45 Installation Instructions Other: FL1722 R3 II DWG 402 20S.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports fL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.3 1407 Vinyl Steel Out - swinging Regular Door - Blank (no window) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 407.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +50/ -50 Installation Instructions Other: FL1722 R3 II DWG 407.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.4 1430 W9 Vinyl Steel Out - swinging Regular Door - 9-Lite Window (1'8" x 3'0 ") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 430 W9.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +40/ -40 Installation Instructions Other: FL1722 R3 II DWG 430 W9.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.5 16400 -W9 Steel Clad In -swing Door with Fullview Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 6400-W9.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 II DWG 6400 W9.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.odf Created by Independent Third Party: Yes 1722.6 8500 -Oval Steel Clad In -swing Door with Full View Storm Door Limits of Use 1Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 8500- OVAL.odf Approved for use outside HVHZ: Yes 'Quality Assurance Contract Expiration Date Florida Building Code Online Page 3 of 3 Impact Resistant: No 11/20/2011 ' Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 11 DWG 8500.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.odf Created by Independent Third Party: Yes 1722.7 19000 Steel Clad In -swing Door with Fullview Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 17024 9000 1S.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2012 Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 II 9000 series door.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.odf Created by Independent Third Party: Yes '1722.8 19401 -W9 Steel Clad In -swing Door with Full -view Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 17024 9400 IS.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2012 Design Pressure: +60/ -60 Installation Instructions Other: FL1722 R3 1I 9400 series door.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.odf Created by Independent Third Party: Yes 1722.9 1STR 7000 Oval Standard Residential Door with Full -view Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC STR 7000- OVAL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +60/ -65 Installation Instructions Other: FL1722 R3 II DWG 7000.Ddf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.odf Created by Independent Third Party: Yes r Back 1 I Next PCA Administration Department of Community Affairs Florida Mudding Code Onane 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. Cnnvriaht and Disrlaimrr Product Approval Accepts: Igg w.n: �� �� r.•.r• • � ���" es • m T m_gg .m 00 • yr AD x 8a; 2 coo • =o G1 • = r C�, v m r 40404✓ 45 1 X 0 40 1 4D 211 o z 4D 1111111116.—Elx 40 =,D 1 . _-,,6:_i - mm 0 :? 4 X t •E e 817 m x = �O it y � o " P ys D' o O A A m VW A. z 0,- m - o N _ ^ S Z r Z % z q'� 11 oz o a m m < r mCz rn• E L. J wit rn "� �` O -1 I--, ° ° C) OD; il N -o • zm n zm . In A 0 ,0 O m N U nn� IR c cn _ O - 2 - -= of N ■ PROJECT 10300.0■03 ELIXIR INDUSTRIES APPROVED BY: DATE: • 1300 POPE DRIVE Pawl E. Wirier 05H4OA P • DOUGLAS. GEORGIA 31533 _ "' MODEL 402-20S O/S VINYL LAMINATED STL DOOR ELEVATION I: ANCHOR LAYOUT _ + P W N ,. O a u N + ° T T O OD y = y m (( ��N D3 x y n y N O yZ ° I» y r °° rN m W rm o o m T O G=7 y = y C�� pp NN ppm y mrnr I 73 m D 3 y mf m y O yio ll C 77 °aN mE1 T il l , Ry Z OD < m cmrD7i ~.. g mx p 2A1 p p i sFn A m F m Z!il m -* T y m Oh,y JJyCC InS y 1�1 S G4ik gZFn s =1 y m r . mz R7 E D m ti=po ` O z = O O Oc V 5W ^�fn0 > oo �� Dmq O y > Z T s .. , m5 = S m " 2 Oyo y 2 4 A Z a m OO c „ Dp O O m 2•�c ov ~ 24; ryri m g ° I E0 y �l -(;.2e'0 ° t m - 1 m m � 5 m A G FCq = v 2 h4 I" R A y O O 11 244 r�29 o l VP y O m n Ft2g mo? y gq, �i m > i 0 oam eA m u A ^ � y P O> 4 T goMat ale Ci o mzy $2_ i t 2 0 m O 1 Tv $ F r '$ _ N Op P bi % i A O yr CA iig Tz PIP U ^ A , � Z rig ill gOt nt !FP WI B tp gr5 02 r!gg W 2? g � m 5 '-m P gig c 2 r w ; ° v 3 - ' :: . ---"9 i "i 11 y h o2 ,,,,.;qv O O 2 �7 • A= 5 4 4 o s A 4 � me =1 y,4 m g i° g °s 1,.:n y r1 C D .. E'R • A 666 .01 AS z'= al g h m f c i) 1 € � a m 7 ^t C C ~ m ° l�l IN - 2 O m O ° E; ' j .- R ',am m$ y - g° m a y =2 t m �+ # P q 2 m -i74 �_ A i t i» m* m = gig No 9th RA S� pc0 m> gig aq Am g ° -4?I m P=G A) � 9 mgt >° 0A r yy .. O Z-i y Oy Z m 2 CA N A 71 -I ; ni ( p o 0$ e% lq titil � � t t m Z 5 Q A z y ifig 1 ' raaiECrXM.owa ELDORINDUSTRIES �PPROVEOer: o�tE: Fein E. war, 1300 POPE DRIVE Paul E. Mae, 05/14,09 F� d. Nn z : • DOUGLAS, GEORGIA 31533 1 4NACT MODEL 402 -20S O/S VINYL LAMINATED STL DOOR / GENERAL AND INSTALLATION NOTES N cn m to O m T -1 O 2 N 3 T -I X p D m 1Inn ; N m X X o x 2 C m8 z m -+ Cm z m _< � x mm Z� ap p R _ n OT m S G) O m 0.< g 2 O S _ D 1T m z z7 zx m G Z en In z 8 �' cnm � � E� / 1� • mil � - o� • a Fir n y I ��� r a � � r kl g I m Zn z � Z e 11 A to zm A - .. y �� In 0 x I► Z Mz -I* 0 6 - zi s� xZ � 8 76 1 m Q . y m ,n O (n $ oro ! �m a fi m -+ N m z2 F> 2 v S y Z E F m m i 1......_ — p; 2 a ? , m'I . -4 n a -- z 1- i - 1 ---1 m r 73 0 a G) x co N t o t fn A m f y 2 O _, O 1 ; -1 Z x O� x "- ;S ri - n �, 6W 0 z m z� e � i z 9 n � p �x [ 1i 4 t - ...1 0 z �a O r p r h ti C _ z (� m { A N rt N z AN -4 CO O >0 m 1aa -I i y �f 1� O w S z m m C Z r G7 �y� � Z mm z m O m o 43 �'m+ N m: C5 > z -Z rn mO O C C a p x — m -a • A ° z 0 2 Z 0 PROJECT 93000403 EL17(IR INDUSTRIES APPROVED BV: DATE: P 4E. � _ 1300 POPE DRIVE va,+E.wnw 05/1409 y DOUGLAS, GEORGIA 31633 - ON- IMPACT MODEL 402.205 O/S VINYL LAMINATED STL DOOR / VERTICAL SECTIONS 8 GLAZING DETAIL cn 2 CO �_ \( M; � & \ \ z- RI \ K kk (� > -Im a § f k k $ m J kk m m £ « $ _ § Z * g - 2 0 g2 ) = 2 q { Q CI ■ p _ c 0 ! 9 � . § | J/ §� ! (p F § � � co� \§ 6�a ,- $ m % \\ 2 / / 0; 4 ' _ 2 \ \\ E @ wr rill 1. «;, � ` u \ \»t CO i 2 & k E . 6 -I ! - f § ¢ 2 §-1 $ ) ( 9§¢ 1 9 7 ( L� \ \ ■ • \/ ® � 4 \ \ �� \ } I f oPq z x - 9 ;� d M; /; § § & f \ \\ \ ! /% � \ k \% \ k \ N — v: tri } �- fg � . _ � �� � � ��� s / /§ �� § m 0 I■ % 2 � 2 k k2 /\ E I PROJECT _3 ELIXIR INDUSTRIES APPROVED BY. _: _�_ ,_mPE _VE m�WW* �_A a»_ma m �w_�m o__A_� __#os R HORIZONTAL SECTIONS Zj, td, I __ ._ Florida Building Code Online Page 1 of 1 o munit .Aff L f i kir r Iiii rO CA HOME ABOUT DCA OCA PROGRAMS CONTACT OCA ill BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map links Search Product Approval tq \Q USER: Public User Community Affairs Product Approval Menu > product or Application Search > Application List ISSMENSIMMINWSSINES i'QDL'MUNITyPLANNING F Search Criteria Refine Search Code Version 2007 FL# ALL ►HOUSING &CO&MLAi4Y Application Type ALL Product Manufacturer Kinro, Inc DEVELOPMENT Category Windows Subcategory Single Hung yMEM Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL SEcRETARY Product Model, Number or NameALL 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# Type Manufacturer Validat!d By Status FL993 -R3 Revision Kinro, Inc American Architectural Manufacturers Association Approved History Category: Windows Subcategory: Single Hung (847) 303 -5859 FL2864 -R2 Revision Kinro, Inc American Architectural Manufacturers Association Approved History Category: Windows Subcategory: Single Hung (847) 303 -5859 FL12053 New Kinro, Inc American Architectural Manufacturers Association Approved Category: Windows Subcategory: Single Hung (847) 303 -5859 DCA Administration 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. Convriaht and Disclaimer Product Approval Accepts: ®®M II S NerrN , ' • Florida Building Code Online Page 1 of 2 AffealOsii • i<watoA ueaARrlinEnrr of '.� —°(� - - r oc. How ABOUT DCA DCA PROGRAMS CONTACT DCA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search ! Prod Approval USER: Public User Communit Affairs c `- Product Approval Menu > product or Aoolication Search > Application List > Application Detail COMMUNITY pLANNING FL # FL2864-R2 Application Type Revision HOUSING &CCtrM:AM Code Version 2007 DEVELOPMENT I ERfERCENCY Application Status Approved MANAGEMENT Comments *OFFICE OF THE. Archived SECRETARY Product Manufacturer Kinro, Inc Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473-4421 Ext 117 ddewey @kinro.net Authorized Signature Kinard Mike mkinard @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 • Florida Building Code Online Page 2 of 2 Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 Summary of Products FL # Model, Number or Name Description 1 '2864.1 26000 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 R2 C CAC KIN 26000 R45 46x63.odf Approved for use outside HVHZ: Yes Impact Resistant: No 06 /1 7 2 Assurance Contract Expiration Date Design Pressure: +45/ -45 Installation Instructions Other: FL2864 R2 II Window Installation Florida v032009.odf j Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r _ Back 1 L Next DCA Administration Department of Communfty Afars Florida Budding 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. Cnovriaht and Disclaimer Product Approval Accepts: ME IEEI Ileesrml � = - 1 1 8009 14 : F 1 T 1'108I L E HONE E UPF'i `i 86 414( Revised Jac 20, 2006 Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow than' infractions may moo the window sot to function properly. AD product liability and warranty could be void. These installation instructions are recommendations only. Local building codes may impose additional requirements, and those codes may supersede these instructions. 1. Ro nrrh Opening Pre raiioa A. Opening for windows should be 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 pre - finished paneling, shims, liners, etc., where used. B. Window mach of enier should be level. plumb sad 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, 01 knotted framing members. It is recommended that the sill of the rough opening be stiraighl and leveL Bowed or warped sill &aiming 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 recommends 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 inches 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 located in excess of 54 inches from the finished floor. E. Flashing: It is not the responsibility of the window manufacturer to design or recommend a flashing system appropriate to each job condition. ' IL Wlrrdow 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 use a sealant that contains solvents which may chemically attack vinyl. • The use of foam lopes is not recommended for window installation. B. Do not remove any shipping clips (if provided on the window series being installed) and always keep oper'atine sash closed and locked during installation. -0?- ] ] - 2O09 g q : K FJ J MOBILE HOME SUPRA BE.-. , 7 3' F'AGE : 7 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 the windows 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 at 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 windows check the window sill for straightness. lithe window sill is crowned, apply light pressure at the center of window sill until it is level. While holding the sill level, 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 bccn 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 fralne. See section ID 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 are placed, it is important that the installer does not run the remainder of the fasteners in a continuous clockwise (or counter clockwise) fashion around 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 - 0. if the exposed surfaces of the rough inside opening are to be trimmed out with pre - finished paneling, it 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 fms (size 72" in width and wider) Kinro recommends a sill support (minimum I" thick) be installed underneath the projected frame sill on the outside. ' =i 3 - 1 1 - c' iCi' 19:58 1 H 1 MOBILE HOME SI. IPF'L 'r' � r ;r,F 7-? �. PAGE : 2 K. The we of any appurtenance system not approved for the Egress window or say alterations of an approved appurtenance system negates the window certification. 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 placed, attached, or located inside or outside an Egress window which would hamper direct scans to Egress Devices or encroach on the minimum dimensions for horizontal, vertical, and square fret of area required for exiting. Caution: Flammable fabrics could prevent access to the exit devices. M. An operational check of each ladled Wass Window or Device shall be made at the installation she. For 141JD manufactured homes it is tecorn mended that the Manufactured Home Factory record and retain a permanent record of the serial number of the Egress tmit in direct correlation with the aerial number of the Manufactured Home in which it is installed. This will facilitate correction, recall sod notification for non- compliance defects and/or imminent safety hazards. N. Do not install vinyl windows an top of vertical or horizontal metal siding. Flanges may be damaged and leab may occur. Warranty is void. 111. basun A. Either screws, nails, or staples may be used as fasteners for your installation. The fastener must penetrate the stud at it one (1') inch, allowing for exterior sheathing. The pm-punched mounting holes in our window flanges are to ass's our customers who use #3 pan head screw fasteners. Other equivalent fastenertwould be as follows: 1. 6D srmoolh shank twin (min. 1 14" penetration) 2. 6D ring shank nails 3. 16 gauge adhesive coated staples, 7116" crown. Note Any fastener, either screw, nail, or staple that Is left exposed to the weather should be of a plated type that will not corrode. C. IR W d Sneed 9S teal sad lean , )t1 an uneven corrugated siding, a fastener should he placed is every bele to aware. a proper weather seat around the perimeter .r of the window. On ,mood► wood finish siding a fastener in every other bole for aluminum windows and every Dole for vinyl windows is teoonraaeraded. When instaling a window in this fashion, the installed window should ba checked to ensure that the are no excessive dc,its or risotto the fun that would allow a water or air leek. Exterior type trite, could then be punned over the window. When using naib or staples, they do not have to be in the bole, just in the general location. D. L W3ad So $ 7 aea ji ppd gad 1 misiketa Ifl : one fastener should be placed in every mounting hole to not structural. strength. Except for the• requ i red number of fasteners, follow all instructions listed above. •,R 4 ` 0U 1 l7(P. tai' %i d'l ? At„(( e F OF CAt. S 3 . • _ _____ ___ is t)fo WINDOW INSTALLATION a FASTENER PLACEMENT iquAti o <- • 1 4 4 FIRED SIDE OPERAT �] ING ! 0 FRED LITE � 0 0 OPERATING NORIZONIAL SLIDE SASH WINDOWS ---_, >.• Ci) --> . T 1 43___ ( 5 __I> VERTICAL SLIDE Q SI NGLE HUNG & PICTURE WINDOWS re aikk After initial fasteners are placed CJ—a run all other fasteners from C--- - ID -> 3 • one of them fo the tad of the member. DOUBLE END SLIDER It is racoatteadtd to always start COMBINATION ai the opproi mote teeter of the jamb, ' WINDOWS OINDOB FASTENER W v— RIINDON FATTENER SEALANT /TAPE FR SEALANT /TAPE -- SINUS RS ...---■:\ W NtTAL ilDINB `�� --...� Q C 1 la 4:r rL.-' Li U --I AME JAMB 1— Lr.. IRAN[ JAMI � Z F-- _ Ta I N I 0 X M I L ION IN LA ION 0 C) M W INTERIOR f STUD INTEa1CS STUD V) _ AlI to F IIIS M FIII3N - W .--.I - 1x11• Ili• w LA._ w TYPICAL SIDE JAMB Caaas Stamm TYPICAL SIDE JAMB Cass SECTION - ■I TN IIIEuIOl TRIN DMTN IITERIOI TRIN METALLED AFTER DIM' Page 4 Of 4 IDSTALLLD BEFORE MIND= LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 12/03/09 B 8v H Construction Zephyrhills, FL Re: 2010 Jacobsen Mod.. #: 4485 B Address: 7812 Kay Marie Ave Lot #: 319 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 12'x13.5' Raised Screen Room, a 10'x12' Shed, a 4'x13.5' covered walk and a 12'x32' Carport. 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, Y/Oefi/ onard G. Wood 4034 The Fenway Mulberry, FL 33860 5t! ` 000 s1- / -T r --------- 60 1 >1 A A A o f 7.rt A2 >l< is i � < if ,2o it) J,coh c"w n')oe 1NA' YWW5B io 12 f il . "ii/ am )1( Sflct le \r f YeY /OC r 00 I 32 Z N ?Alva Y jc4EF.% 'I J lK a RFlr'SE4 Xi, *131 . 1 9.53f /3,5 iol. . 3) NivewAy V V r c l 6pSEN9� 1Y ' r ,, A tic =jc 1 ilia R !\ q 5 Ai ._--alp REVIEW 'JATE CITY OF ZEPHYRHILLS,,,,, PLANS ExAiVIiNER 6 ALL WORK SHALL COMPLY WITH ALL M PREVAILING CODES, FLORIDA BUILDING ' CODE, NATIONAL ELECTRIC CODE AN'l lO r 3 1 9' CITY OF ZEPHYRHILLS ORDINANCES 3 g ; L 1 e hb/e 1 Z44)-5 ied‘aori . 3 l 4 il 1 0 D l'El- , _ ......\,....„ _.,, i ....x. 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O ` Z Z < H O p. h= • Wm VZ 1 Z r �O 3 0 cc OK IV O U N �3 er r 7= C W O x 2 t 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/ 6X6XIOXIO 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 WITH WASHERS USE 2500 PSI CONCRETE MINIMUM USE 12 "X12" MONOLITHIC FOOTER F - 2 3 1/2" MIN. CONCRETE SLAB ON COMPACTED EARTH W/2 #5 REBAR CONT FILL W/ 6X6XIOXIO WW MESH OR FIBER MESH W/ 6 W 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE TREATMENT. USE 8 "X12" MONOLITHIC FOOTER TO EXISTING HOME W/ #10X3 "SMS 24" OC 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) 12D NAIL 24" OC STAGGERED TO FASTEN SECOND TOP PT PLATE. USE GALVANIZED F - 4 3 "X3 "X .093 ALUMINUM POST NAILS ON FRAME WITHIN 10 MILES OF THE 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 TTA H MS 24" OC IF HOME HAS FACTORY A 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 2 "X2" CHAIR RAIL CONNECTOINS TO UP RIGHTS ON TOP AND BOTTOM OF EACH STUD TO PLATES 1) INTERNALLY SCREWED W/ 2 #10X2" SMS NOTE: ALL WOOD WALLS MUST BE A MINIMUM OF 6" 2) INTERIOR/EXTERIOR CLIPPED W/ 2 #10X1" SMS 3) 1 "X1 "X 2" ANGLE W/ 2 #10X1" SMS ABOVE FINAL GRADE. REQUIRED A - 5 MOUNT 2 1 /8 "X 1 1/2" RECEIVING CHANNEL TO NOTE: HORIZONAL BLOCKING /FIRE BLOCK NOT RE Q POST OR SM BEAM AND MOUNT BEAM TO IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS RECEIVING CHANNEL AS SHOWN IN CHART 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 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B 111 B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN I 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 SING SM BEAM MOUNTINGS /270 SOILS AND FOUNDAA11ONS Cira.dient, load intensity end crackup cdarecteristics of slope 1 805.42.3 Plain concrete f Material Of plain concrete foo The edge thickness 1805.4Footi solvating walls of other than Footings shalt be designed an constructed in Light -frame construction shall not be Tess that 8 inches Allowable bearing capacity of the soil is not exceeded, and (203 mrn) where placed on soil. Thal differential settlement is minimized. The minimum Group 'on: For plain concrete footings su Ex p ; Width of footings shall be 12 inches (305 mm) Group R -3 occupancies. the edge thickness red to be 6 inch= (152 mm , rov ided ass i n - Does not extend trey i P that the Looting nod a distance greater that the Footings in areas w Fall. ith expansive soils shall be designed all. of the tontine t.11 either side of the suppsupported b' acccoraccordance with the provisions of Section 1 805.8, 1805.4.2.4 Placement of concrete. Concrete footings 1805.4./1.1 Design loads, F shall Shall not be placed through wait' unless a tremic or other t men uufavo Design effects Footings r i n g camb o f or method approved by the build' 11�ciaJ i loads s Where te specified in Sect 1605.3. The dead load shall in. h a l be t1°� or to the presence of water„ the concrete clued the weight of foundations„ footings and overlying shall be deposited by approved means to ensues mini - fill. Reduced live loads, as specked in Section 1607.9. mum segregation of the mix and negligible turbulence of Are permitted to be used in designing footings, the 1805.4.1 Vibratory loads. �.transmitted Where through rh a- 1805.4.2.5 Pro Concrete footin m or other vibrations are faction of concrete. foundation, o r vibrations ion shall bc en in e o he shall be protected from fain nS tio fou to period of not Thess than five 8 demure after. depositing and for design pm'e detrimental disturbances of the soil. thereafter. Water shall Not be allowed to flow through the depositn;d aoacrotc. 1805.4 4 � footings, shall comply against t he earth where, Concrete foongs, The deli 1 805 of cmtxe f ti rnatrrials and con- 1805.4.2.6 Forming of concrete. 1 805.4.2.1 through 1805 ply with Sections permitted to be east earth where fO ere. in the the are .4 2.6 Ch and the provisions of opin- ter 18 I .42.1 aP- ion of the building official, soil conditions do not require forming. Where forming b required it shall be in accor- 70°: Where a specific dank dance with Chapter 6 of AO 318. gn is not provided, cnti. Crete footings supporting walls of light -frame construe- 1805.4.3 M tioo are permitted to be designed in accordance with conry footings. The design, materials Table 1805.4.2 and construction of masonry -unit footings shall comply with Sections 1805.4.3.1 and 1805.4.3.2, end the provisions 1805.42,1 Of Chapter 21. Sha a �� compressive in footings ll hove S than e W pressive strength c) of not Pounds per square inch i 1723 7 kPa) sException: ny -u `'` nit f ootin g s specific po ri design is not ht -r d, me- At 28 days. tinit f St action arc 8s red 10 b d walls of lig esigned in accordance con_ permitted to b designed with 1805.4.2.2 Reserved. Table 1803.42. 1805.4.3.1 DiMeini011s, Mary -unit footing shall bc laid in Type M or S mortar complying with Section • FOOTINGS SUPPORTING W TABLE 1805.4.2 ALLS OF LIGHT -FRAME CONSTRUCTIONa.b.c.d NUMBER OF FLOORS WIDTH OF THICKNESS OF SUPPORTED 13Y THE FOOTINGS STINGS FOnches) (inches) (inches) 6 6 3 8 For S 1 ' 1 inch = 25.4 mm, 1 foot a 304.8 rum. a. Depth of footings shall be in accordance with b fix >�uwnd under the floor is won 18052. c permitted to be excavated to the elevation of the top of the footing. the walls are tablet permitted to be supported by isolated footings. The footi footings shall be spaced not more than 6 Feet one width and length stall be twice d. For thickness of foundation walls, see Section 1805.5. c Footing arc Permitted to a root bo m the ' ' Shall be as required for supporting one fl stipulated number of floors, Footings supporting root' ono C Plain concrete footings for Group R -3 oompancies are permitted to be 6 inches thick