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09-9907
CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9907 BUILDING PERMIT Permit Number: 9907 Address: 37615 COREY LE A VE LOT #326 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 -3260 Improv. Cost: 22,273.45 0 __ ` :' ` > e :. <,. ; W 7. H 1 t .! ,'..0 ;,.:: Date Issued: Name: GRAND HORIZONS Total Fees: 245.00 Address: 7645 GREEN SLOPE DR LOT 223 Amount Paid: 245.00 ZEPHYRHILLS, FL. 33542 Date Paid: 12/22/2009 Phone: (813)782 -1866 Work Desc: CARPORT 312 SHED 80 RAISED SCRN RM INCLUDE CONCRETE :'i ; ;; `.. 471777175177777:7:0- r m e . vim i 'E ,7 . ,r, t :E7 .. �j .,' .. .. a . 0 & H •N - U TI . •F - L FL R BUILDIN a 210.00 j L TRI AL FE 35.00 JAMES 0 MORTON ELECTRIC CO.,INC. P e/ ' . 0 0 di, 0 li ,,, s �, k f �..��+�'�.: , .: fie"_ .. c. .. P r ° � . ,�3 y� : " e ' , _ u $ .. ' * ... 0.4 . . ......... ... `, �+�a...�� . ` ( , 1 ? ., �.: - r el . 7 FO• ER 2ND R OU H PLUMB MIS V IN ULA I•N C ILING 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." / tr..e._ '0 ' ' A 6 ea..., CONTRACTOR SIGNATURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 6.6 [1 0,, S C.l? , Date Received: 2 - /3 U 9 Site: 37(p 15 CO V 42.1-old Permit Type: f li,, V : LL m pa C Approved w /no comments: Approved w /the below comments: ❑ Denied w /the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvi Switzer ans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813- 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 . Building Department Date Received (2-15-01 � ly9 /j 1 (' // '/ 1 �� P hone Contact for Permitting �/� Q - 1 /(/l0 w t Q Owner's Name f 4/1,a r Ahei rew gt ip 6767. 5 II-e- / Owner Phone Number gi3 - 7 0 0l "16le �' Owner's Address I y .5 RR/S,�i� /DL £... Z fT iils Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 371015 Ctir Gti LtetA t S 1 LOT # 3a 4 SUBDIVISION (l At NC('1 r O r PARCEL ID# 1 -aS-at - o i$0 - o coop - 3als o (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED IKI NEW CONSTR I ADD /ALT n SIGN n MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM n OTHER [ NIZI,`rM TYPE OF CONSTRUCTION n BLOCK In FRAME n STEEL Q OTHER 1 1 lei~ D DESCRIPTION OF WORK 9 cC} RCLAse rr E y:Roc_t m tp (.. llAz & nereft_ BUILDING SIZE I SO FOOTAGE I 5340 HEIGHT I 1 $c/ 973 • yS VALUATION OF TOTAL CONSTRUCTION / ELECTRICAL $ AMP SERVICE 1 PROGRESS ENERGY Q W.R.E.C. n- PLUMBING $ Q MECHANICAL $ I VALUATION OF MECHANICAL INSTALLATION n GAS n ROOFING n SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA nYES QNO • BUILDER �an{'o /n �j �( A j P SIGNATURE I�-'�^� `f�`o COMPA I I Y N r COILS`CLAP��� REGISTERED I Y/ N I FEE CURRENT1 Y/ N I Address Voasn)orr;sW.S J z -f1 /!s 1 License # / 16940 ELECTRICIAN ////////� - "r , COMPANY 1 1 r M �OY�� IN Et G ef je....... ;5k/lic SIGNATURE / ./ REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address r o BOGS 37 z--0,11_, 1 License # I e 2 o0o a 4 1 3 I PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT 1 Y/ N Address I 1 1 License # I MECHANICAL COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N 1 Address 1 I License # I 1 OTHER COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT I Y/ N 1 Address I 1 License # I 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 subdivisionsAarge 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 8 Contractor sign back of application, notarized H over 82500, a Notice of Commencement is required. (A/C upgrades over 85000) " 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 (PIot/Survey /Footage) Driveways -Not over Counter 'I1 on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division— Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law— Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that 1 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. 1 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 bthe 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) OWNER OR AGENT CONTRACTOR Subscribed and swom to (or affirmed) before me this Subscribed and sworn to (or affirmed) before me this by by Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. Cjr / r / /fin► r oary Public 46.49 Nt ��I� � as Notary Public CMrnission No. i Commission No. printed or tamed ,Q. /5irc Name of Notary typed, P P Name of etidr typed, printed or stamped _ - --- -. m °- idotar/ 'Public State of Florida Notary Public State of Florida 4 ' Bruce A Asbel �' L Ei s6784 t 010 - OOT -MHP 4025 Morris Bridge Road Zephyrhills, FL 33543 a': a Phone: 813 - 782 -1064 CONSTRUCTION Fax: 813-715-6585 FREE ESTIMATES • 1, / Toll Free: 800 -224 -1206 ESTIMATE of Central Florida, Inc www.bhconstructioninc.com * *LICENSED * BONDED * INSURED * SKIRTING * STEPS * ROOM ADDITIONS * ALUMINUM * CONCRETE * LANDSCAPING ** Lot #: 326 Subdivision: GRAND HORIZON 37615 COREY LEWIS AVENUE Date: 12/2/09 Address: Zip Code: Signature: GI,ASS ROOM WALLS Signature: Walls + + + = o L/F x 50.00 Date Signed: R System Insulated __ _ = 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 50.00 Aluminum roofs include: Pans, Trim, Gutter, Downspouts, 3x3 Posts & Flashing Maxi Railing _ L/F x $32.53 $0.00 50 Pans 13 Ft. Long 650 Sq. Ft. x $4.49 S2,918.50 Maxi Step Railing 2 EA x $145.36 $290.72 Pans Ft. Long o Sq. Ft. x $4.49 $o.00 Garage Door . _ x _ _ EA x S0.00 Pans Ft. Long o Sq. Ft. x $4.49 So.00 Garage Door Header _ x _ EA x 50.00 Pans Ft. Long o Sq. Ft. x $4.49 $o.00 Garage Door Opener _ x _ _ EA x $o.00 Valance 62 L/F , x $5.46 $338.52 Garage Door w/Windows _ x _ _ EA x $0.00 Gutter on Home so L/F x $6.07 $303.50 ALUMINUM TOTAL $7,600.03 Beam Work 1 x $170.71 $170.71 2x4 SM Beam 30 L/F x $4.84 $145.20 CONCRETE AND BRICK WORK 2x6 SM Beam so L/F x $6.74 $337.00 Slab lo 12 = 120 Sq. Ft. x $3.47 $416.40 2x7 SM Beam _ L/F x $7.33 $o.00 Slab 26 x 12 = 312 Sq. Ft. x $3.47 $1,082.64 2x8 SM Beam _ L/F x $9.96 So.00 Slab x = o Sq. Ft. x $3.47 so.00 2x9 SM Beam _ L/F x $10.81 $o.00 Slab x = o Sq. Ft. x $3.47 $o.00 2x10 SM Beam _ L/F x $11.95 S0.00 Side Walk 3 x 37 = 111 Sq. Ft. x $3.47 $385.17 Carport Gable Framing _ x $114.86 $o.00 Driveway 23 x 20 = 46o Sq. Ft. x $3.47 $1,596.20 SCREEN ROOM WALLS Driveway Flair 7 X 22 = 1M Sq. Ft. x $5.20 $800.80 Lap KP 4 + 12 + 12 + = 28 L/F x $37.71 $1,055.88 Raised Utility _ 1 1/2" i 4" x $37.40 S37.40 W i n d o w Ready + + + = 0 L/F x $33.36 $o.00 Raised Patio 6 C- 12 X 12 = 144 Sq. Ft. x $11.15 $1,605.60 Screen Door 1 EA x $114.66 S 114.66 Raised Patio 6 C- _ x _ = o Sq. Ft. x $11.15 50.00 Gable Fill one Side _ L/F x $18.59 so.00 Over 6 per ft per - 48 x s = 24o L/F x $3.28 5787.20 Fan Beam (not wired) _ EA x $76.82 50.00 Footer 8x12 Reinforced 26 L/F x $5.98 5155.48 Footer 12x12 Reinforced 28 L/F x $8.39 5234.92 UTILITY ROOM WALLS Skirting Footer . 94 L/F x $4.62 $43428 Walls 8 + io + 8 + io = 36 L/F x $43.40 51,562.40 1 Tread Step 6 EA x $119.01 5714.06 Shed Door and 1 Window 1 EA x $267.50 5267.50 4x4 Stoop _ EA x $307.49 S0.00 Single Window (Extra) . i EA x $95.44 595.44 Fill Dirt ii Loads x $151.73 51,669.03 Large Window _ EA x $137.79 So.00 Lot Gradin _ x $385.81 50.00 Bug Shield _ L/F x $6.38 so.00 Brick Skirting Max 5 High Double Shed Doors . _ EA $696.90 so.00 Split Brick Air - L/F @ Courses x $2.73 S0.00 Gable Walls_ + + +_ = o L/F x $52.36 S0.00 Split Brick Solid 138 L/F @ 9 Courses x $2.97 53,688.74 VINYL ROOM WALLS Firewall _ x $800.00 moo Vinyl Wall _ L/F x $57.52 woo Pretreat $100.00 5100.00 Lap Top Inside and Out _ L/F x $17.59 S0.00 Misc: 50.00 Florida Glass _ L/F x $13.02 $o.00 Misc: 50.00 Insulate Top and Bottom _ L/F x $7.70 so.00 Misc: 50.00 Doors include (2) 2 Track Units Vinyl Door Unit _ EA x $163.04 $o.00 CONCRETE $13,707.92 Misc.: 50.00 NOTE: According to the FL ALUMINUM $7,600.03 Misc.: so.00 Building Code, a crack is not PERMIT $665.50 Misc.: so.00 a structural problem until it TAX $0.00 Misc.: 50.00 reaches 1/4" in width. TOTAL $21,973.45 All workmanship and materials are guaranteed for one year. A FINANCE CHARGE OF 13% 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. LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 12/03/09 B 8s H Construction Zephyrhills, FL Re: 2010 Jacobsen Mod. #: 4463B Address: 37615 Corey Lewis Ave Lot #: 326 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 Lb ,/ 12'x12' Raised Screen Room, a 8'x10' Shed and a 12'x26' Skeet. CA/War 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. Since y, ALLWOI StRI; � 1 O IOWALDThi PREVAILIN onard G. Wood NA 'ION I l G TR1C CODE H ALL J CODE,1 4034 The Fenway C TY Of g 1111V KRILL S ORDINANCES Y Mulberry, FL 33860 q2 - 1 - 01 FL EXPNINEK. sc,1 1I 2 ' i 5.6 7 7 1 it 31 3j 'EIS 1 >j< s7 ) 1 , w;,i v I v 5'cac F„, J_ A Ii/5Ec /nod fi TA / A / / /Gj. ,22'`? i /o' 11S,yt r t 1 *— 6 - 0 /o0 ilb y. ;/,0�Q7 `Y <754 1 f� ,__ 7o ' OAIve�,4y 3U . - JO 7 a — — \/ ir fl ,1,� `� ' c ASCKae T t 3 ' c.,fi[k 39' i I < sy >1 0 i 3 2 6 M 3 0. T � 37 6/ 5 (01ecy Ccf i A vg i L/ GRti ti:� c n0 8l ©tisS ‘a,&/ / Y4* dot 7 M 7 11C. N ) A %--;-‘: `") ,,t. ,,Z x v : w k. X j\i\ p c Y) ■ `'. 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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/ 6X6XIOXIOW 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/ 6X6XIOX10 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 I) 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 - I FASTEN HEAVY RECEIVING CHANNEL TO HOST WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR W - 4 GARAGES AND UTILITY ROOMS WITH #10X2" SMS 24" OC IF HOME HAS FACTORY ALUMINUM ROOF MAY ELEMINATE BRACING ATTACHMENT BEAM IF STRUCTURAL GRADE THERMOPLY IS USED - 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 ABOVE FINAL GRADE. 3) 1 "Xl "X 2" ANGLE W/ 2 #10X1" SMS 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 III FASTEN 2 "X6" TO 2"X SM BEAM USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B II 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 SIN LE SM BEAM MOUNTINGS l SOILS AND FOUNDAA1lONS Gradient, load infrnsity and erosion characteristics of slope 18 05.42.3 Plain concrete f Material Of plain concrete foo 7be edge thickness than Light-frame walls of other than 1805 . 4 Footirtgs shall be designed an constructed in gh frame construction shall not be less that 8 inches capacity the soil is not ex (203 mm) where placed on soil. Allowable bearing That di oxded, and Exception: For plain concrete footings differential settlement is minimized. The minimum gs ess is p ng Width of footings shall be 12 inches (305 mm) Group R -3 occupancies. the edYO thickness is permit- tcd to be 6 inches (152 mm),provided that the footing Does cot extend beyond a distance greater that the Footings in areas with expansive soils shall be designed Thickness of the footing c tither side of the supported Wall. In accordance with the provisions of Section 1805.8. 1805.4.2.4 Placement of concrete. Come footings 1 805.4./ 1.1 Design loads Footings shall be des' Shall not be placed through wa►Pa unless a tremie or other the moo unfavorrbk effects due to the combinatio o f for toothed approved by the building it�cial is used Where loads specified in Section 1605. 3, The dead load shall in- Placed under or is the presence of water„ the concrete clued the weight oS footings d l d shall in- shall be deposit rnPprovc means tole turbulence lenc Arc Reduced live loads, as specified hi Section 1607.9. the segregation �On of the mix and negligible p�rbulcn� c l permitted to be used in designing footings, 1805 4.1,2 Vibratory 1 oads. Where machinery opera. pons or other vibrations arc transmitted through the 1 805.4.2.5 Protection of concrete. Concrete footings foundation, consideration shall be given in the footing e �aJl be Drote�ed from freezing during depositing and for design to prevent detrimental Vices of the soil. period of not less ow five days thereafter. con Water shall Not be allowed to flow through the deposited concrete. 1 805.4.2 Concrete footings, The design, materials and con- struction of concrete footings shall comply with Sections ermined t Forming g concrete. the rth where, f in t are 1805.4.2.1 through 1805.4.2.6 and the provisions of Ch Permitted to be east against the earth where. n the uj ter 1805.4.2, ap' ion of the building official, soil conditions do not firming. Where forming b require dance with 8� h shall be in steer_ Exception: Where a specific design u not provided, con- a 6 of ACI 318Exception: Crete footings supporting walls of light - frame construe- Lion are permitted to be designed in accordance with and construction o unfit footings. The footings materials Table 1805.4.2 and oorutruction of mawnry_ unit footings shall comply with Sections 1805.4.3.1 and 1805.4.3.2 and the provisions 1805.42,1 Of Chapter 21. Sha a specified strength. Concrete in footings hall have Less than a sp pounds compressive strength (f c) of not Per square inch (psi)(17 237 kPa) Exception: it Where a specific o r ti g wa is not provided, me- Al 28 days. ) sonny - unit footings supporting walls of light-frame con- struction are permitted to b designed in accordance with 1805.4 22 Reserved. Table 1805.4.2. 1805.4.3.1 Dimensions, Masonry-unit footing shall be laid in Type M or S mortar complying with Section FOOTINGS SUPPORTWG WALLS 1805.4.2 AL1S OF LIGHT -FRAME CONSTRUCTIONa.b.c.d NUMBER OF FLOORS WIDTH OF THICKNESS OF - SUPPORTED BY THE FOOTINGS• FOOT es) ess) ) FOOTING (inches) 6 6 3 IIIIIIIIIIBII IIIIIIIIIIIIIIIIIIIIIIIIIIII For S I . 1 inch = 25.4 mm, I foot - 304.8 rnm. a Depth of footings shall be in accordance b The ground under the B permitted t floor is with Section 1805.2. c. to be excavated to the elevation of the top of the footing m g w ale apdbn to b all�be� ed by isolated f footings spaced not more th 6 w on center. entin8 width and length shall be twice d. For thickness of foundation walls, ace Section 1805.5. e Footings are permitted to support a roof in Shall be as upporting one floor addition to the stipulated number of Boors, Footings supporting root o a r rcquircd for s f Plain concrete footings for Group R - occupancies are permitted to be 6 inches thick 1 I • 1 . • 0.1." imam 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, shed, garages etc. providing said manufacturer is in agreement with the distributor's provisions of alterations. The provision shall provide engineered drawings as to bow 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 leas that five (5) years. There must also be provisions for perimeter blocking at intervals at the attachment sidewafs 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 • R W Proje.^_ \project FWders \Frei 1201- 1300\.::25810 F,r D,a \F'_4330 \F - 9334.Cv•g, FL -* -.-6 _ �. ..... — .' < ma ` �= G) O ± yG y L,. L i 't I o a k cv ?g3 D C .c ,G r, ° ter,nx�. a ;�. rf c a c 3 ■ { D y 8: : : � '= 4_ w w O 7 R fl 6 Q c n G 7= 3 Z's ,� �\- ^ . 00 c�'= }� 41, I 4 45,_. ocx,xx xxcoP, o - „` � 1 R z c� a ' o " 2 � ” Z� ¢ ? .. r, q 0 4 o_ 4 t1 ._ c c c a ° 3 Q 6 O. 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' I I j j I i 0.7 r I ■ a f t I v' , z` f �� ro 0 0 I m ! jam., > m 0 i Z o ��� J v0. c-,., iv fL j #0.780° I z J 4 S I °0.2`% s 0.255 "� ) 2:C ° . _� /` \_ + 0 .80':,` i I r ! I I' T8, t 4 7. nP I O 1.187 ^ 1 ' °/ C / \ 1 i m 1 - E l ¢ I e l ": : - - � i 7 1 FROOU,T: - _ ' D.,..nients Pi : : bl: �I� f I 11 1 ro .51.1:.1344G CoRSULTAKIS, :NC k W € z ( I ---- - ROOFING iNE'LS i f E.o. 5:0. 23 � c ... 7 . 7 5 6 1 ' 1 P n ° n e No.: 61307:W.019) 1 i ;� i o — — � —L FART OR As r>ora° a°°rd of E:viw,Y °n°, Englnae i o ° Na. ATE - - - - - - - -- — - -. _ . I w GENERA! ND 0.tiroch 01 Auth °,,fir, I I - I I . ° !J r T FS h Cre,IntdS °G tic. 6E1J Florida Building Code Online Page l of 3 + r. 1 t. C r aaDurOCA DeRPRaGRANa cORTACTOCA ` `' � x r ' BCIS Nome Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search : , �//���� _ tom j Product Approval �V/ , �- t , .. USE R: Public User ot/ �/ / * . //A 1 R8 5# Community `. -1 /VP/ Affairs Produc( Approval Menu > Product or Application Search > Application List > Application Detail liMINISIMIIIIIMMINfte 6 IY MANNINO FL # FL1722-R3 Application Type Revision ♦lt6 Q Ct]rtl tuipr y` {),_.„. p 4 Code Version 2007 "E Application Status Pending FBC Approval tdANAGEtt . Comments • 'I Archived 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 @lptc - 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 j402 -14 Vinyl Steel Out - Swinging Regular Door - 14 "x14" Window Limits of Use 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: +33.3/ -50 Installation Instructions Other: FL1722 R3 II DWG 402- 14.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 1722.2 402 -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- 20S.odf 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 Approved for use in HVHZ: No C nc4 Certificate FL1722 R3 C CAC 430 W9.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date j Impact Resistant: No 11/20/2011 Design Pressure: +40/ -40 Other: Installation Instructions 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 Certification 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 I 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 IS.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Impact Resistant: No P Date 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 9401 -W9 Steel Clad In -swin• Door with Full-view Storm Door Limits of Use ertification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 17024 9400 IS.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2012 Design Pressure: +60/ -60 nstallation 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 STR 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.Ddf 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 DCA Administration Department of Communhy Affairs Florida Bullring 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. Cnnvrioht and Disclaimer Product Approval Accepts: ®® 0 vus4. {. m� z y� O y c0 o 0• = M V r mr 1 111)4:454)i C 1 0 1 T I 0 < ICI N 41 * §k i 9 0 4D 4D = � o & z 4D 11111111114-il'' 4D = L— i -a'i 4j4)4D40 mm 0 ± I 1 0 X 0 Z ie y mr in) y K 2 N � ? °:4 _ se w a z z N . 2 > z y Li re -, Z 0 P 2 0 -o 0 w m O o 7• r -4 CO) mog • ; m m L J 7 M N ; N = ; K hi �� xc n O, • 0 2 y W ok; y � N . • � XI 0 <� O nn t yyyy � ? y = yy 02 m 2 - i y[T Oco O y PRO.ecT MIAOW ELIXIR INDUSTRIES APPROVED BV DATE 1300 POPE DRIVE P. i E. WN. OY760Y s • DOUGLAS. GEORGIA 31533 "` MODEL 402 -20S O/S VINYL LAMINATED STL DOOR �� ELEVATION & ANCHOR LAYOUT �— �i% V ! norm •r. to.......! rx a L3 N y = m S MC I 00 8NA >C0-4211.1. A "MOP" vmgm N - ,y Mc 2 " O ! i I I rt s S 3 ym� o %E1y 2c PEI '''- C e m g,m'2 5 tl mm "A 6 n mAz O T< ..0 = 0 m m pp p mp m 1� D � _ .•�� NN ��em50 Y1m > p s -i1 , tLkO-�°zm�^og '~" -. < y i m m m m ma O (( 9 ;N m "p N - �m p 2 2 A Q o o � y N m C ;lc -,' § m m / O m mQD X y rli mg. 6 c Q Z M 2 ° m ; m; `m= O m � -PTO n £ L =° 0 m m p A t O o o g � a = = t O R g v+ oO �$A A lp r oc Am L j 4 r gwe 4 ; A s g Z ; 0 0 0..r g yo 1 °cAgg g g 0 m m 4 � 0- _ mi 1 m `� n m1 ii §V ? \A Z N • 0 ,2 pi T m A O 8 Y '" < �= ox 4 y g " l' t: A _ .$" o psi VA N AW q ... s ? „4 2g x 4 4 t tiii 02 o $ " m w' 1 m 4 1 Z A _ F Ti o �$ p zz v� 4 s N A 2 figi A 5 i C a mg; amixx g §T /• y ;vi 66 g"Ei A c2 ` h elm 3111 irt IN ;WE Tit V P m " Arg AM*1A a i g . +o s A� -ix 4 �m13S; r ,0 m mm m Tn F. °° g R m o>l q am _2 (n y co cA V Y -.$ g -. 10 y ti -40 1 5 > m. A z m = � = n o s v S D m m = m z m g °`°'� m �- 11 %A ; ° sg ¢z 7? 1 ga egm 1. 010 -4g N a r-A _ y g ; Np m n 2 , % ta o t 0 c 00 Ny O o m m Dq m C 0 - R 73 x M b m v m y *n o I PROJECT A'.D)99403 ELIXIR INDUSTRIES MPRWiD By: GATE E. wrwr 1300 POPE DRIVE DOUGLAS, GEORGIA 31533 Paul E. wm•x 0511449 vwrid. Nu..: • 1 rNONMPACT MODEL 402 -20S O/S VINYL LAMINATED STL DOOR GENERAL AND INSTALLATION NOTES . , / I PI Et loRA.n re, - -. _ • co in w m m oz N 3 m 1 K O > X ; N z * Cm 1 �c O� X � m m0 1-t m m im p o ? X 00 z 0 p 0 � g rn 0 T 2 2 0 0 O m � E zX Z rt rtl m tnm --I w m E� �� R � — I ri �� l r 2 9 11 �y z t z �n zm 7, "� s O 1 z 8 p mZ � �Z = � > 0 o p a p y O MO -t 21 m m y GG OC)) o 2 Es 2 i m r = L_ ~m T E .4.1 > � — 5 �- -' CTI m m \\' r m rn O a 4) x � T y rn 0 * y 2= O D X 0z c A ...I m ;� f' M t g W S � 7 m���I zo z Z O 1 - ir - 7 'C'° tCn� O r gM I C r. z fA� g f0 N \J Z �4JN 1� ill xi O � n m 2 D -1 C 0 �� Z � � m oo � z mz �m2 m O O y — + 2 CO a , CO G) 2 4 - m m m • Z 2 y Z r p r. O; 2 A C C w Z • 2 — C -i • 0 2 Lz) m 4 ) . E.m> 1 PROJECT r »04)3 ELIXIR INDUSTRIES APPROVED BY: DALE: Paul E. 1300 POPE DRIVE Pew E. Winter _ 0114/09 I Fia • ..1, . - . DOUGLAS, GEORGIA 31533 I ON IMPACT MODEL 402-20S O/S VINYL LAMINATED STL DOOR /� / .t lM VERTICAL SECTIONS & GLAZING DETAIL .! /I /J7' .t1Om M: 1auww sr: 1"". Iw: _., -._ # cn § _ 0k M ( . * I e $ § i o • j k / k 6 § - 2§ / i A J K /� i 2 2 om k m m £ ; C) �� g , - $ )§ ) ) ■ 2 ��� m i 2 � f 7 } §§ } I _ 2 k iiir;:org ( ' 2 ■ sue � )% \ \\ §� -_ :: —} m& \ \ \/L . m \ \ . § ,". 2 cn ! 1 § �Q 2 li d 9 ■ ... i i s m ■ \] � « ¢ �� \� } /\ § ©�- j \ \ § - - \ }i ■ \ 1 § & C) iH a § z E ^^ k > ��` k : .H.:":;: . ICI � \� � �0 \. § k>. � §k \f ) % �� _ 4� m 2 2 �� ) SR �; a e � �� § j § � § 0 m � a 2 2 k k J h � li I #� 2 2 )� ( ( [ Z � g 0 / -n k i * 70 7c % _E _ ELIXIR INDUSTRIES - APPROVED r _. 1300 POPE DRIVE E. W m _4 a »__a - - m �w_� mo _ «___TEos DOOR HORIZONTAL x�� et l .e. r MI WOO - Florida Building Code Online Page 1 of 1 PLt]A /OA OEPAgTIVtE{NT t1f ` t� 1 i ! iliii iiimiity Affair's 1 __ , ►___ .4 .. roc* HOME ABOUT OCA OCA PROGRAMS CONTACT OCA .. BCIS Home Log In User Registration Not Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map links Search (/�� ' .� f Product Approval ft 0 USER: Public User Community, Affairs Product Aooroval Menu > Product or Application Search > Application List --- - - - - - -- Search Criteria •COtMuTiry Refine Search Code Version 2007 FL# ALL HOUSING&COMMUNITY !Application Type ALL Product Manufacturer Kinro, Inc DEVELOPMENT Category Windows Subcategory g ry Single Hung i AMMADEMEN Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL "wricEOF 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 Validated 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 Admini tration 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. Convrioht and Disclaimer Product Approval Accepts: ®®1M II - 0 VNiaIp SOCIMINI • Florida Building Code Online Page 1 of 2 o amii. ray r Aff fir 11 rOCA HOME ABOUT DCA DCA PROGRAMS CONTACT OCA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Cy A 0 Product Approval USER: Public User Community Affairs Product Approval Menu > product or Application Search > Application List > Appllcat on Detail IREMMINIENIMINME 4 COMMUNi Y PLANNING FL # FL2864 -R2 Application Type Revision • MOUSING & COMMUNITY Code Version DEVELOPMENT 2007 Application Status Approved Comments • OFFtcE 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 a Model, Number or Name Description 2864.1 26000 SH 46- 1/4x63, Alum, Flush mount, Tilt -in sash, IG, 1/8 DS8 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 Quality Assurance Contract Expiration Date Impact Resistant: No 06/17/2012 Design Pressure: +45/ -45 Installation Instructions Other: fL2864 R2 11 Window Installation Florida v032009.odf; Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports _ Created by Independent Third Party: (_ Back 7 r Next 7 DCA Arlminiatrrtion 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 5 2000 -2005 The State of Florida. All rights reserved. Cnovriaht and DiarJaggpr Product Approval Accepts: o • .03-11 2009 9 4 : `>6 ' I: h1 . i f'UOEILE HOME SUFF1.1 867,66 7 . F'F =itaE 1414( Revised Jae. 20, 2 Recommended Window installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow than instructions may rawire the window rot to fuvctiout properly. All product liability and warranty could be void. These iaslalllatioa instructions are recommendations only. Local building codes may impose additional requirements, and those codes may supersede these instrnctioas. Routh Opening Preparation 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 trough 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. 13. Window roach opening 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 we 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 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: 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 use a sealant that contains solvents which may chemically attack vinyl. • The use of foam tapes is not recommended for window installation. B. Do not remove any shipping clips (if provided on the window series being installed) and always keep operating sash dosed and locked during installation. :07 1 k' H J MOBILE HOME SUF'F'L `( 81: F'FIGE : 1 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. If the window sill is crowned, apply light pressure at the center of window sill until it is level. While holding the sill kvel, 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 venter 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 frame. See section m 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 drivels 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, 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. 1)0 not obstruct tilting sash operation or locking mechanisms with inside trim, wood molding, etc. 11. 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. 1. The window's exterior mounting flanges should be checked after the installation to assure an all-weather seal. 11 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 fns (size 72" in width and wider) Kinro recommends a sill support (minimum 1" thick) be installed underneath the projected frame sill on the outside. ,93-11-2009 14: 8 k H 1 MOBILE HOME 'SI-IPPL i F4=.7r PAGE:E K. The use of any appurtenance system not approved for the Egreill window or any alterations of an approved appurtenance system negates the window certification. The operating instructions and certification label are a permanent part of the Egress unit 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 access to Egress Devices or encroach on the minimum dimensions for horizontal, vertical, and square it of area required for exiting. Caution: Flattunable fabrics could prevent access to the exit devices. M. An operational check of each installed Even Window or Device shall be made at the installation site. For HUD mwufhct teed homes it is recommended that the Manufactured Home Factory record and retain a pemaanan record of the serial number of the Egress unit in direct correlation with the serial number of the Manufactuned Home in which it is installed. This will facilitate correction, recall and notification for non - compliance defects and/or imminent safety bircardds. N. Do not install vinyl windows on top of vertical or horizontal metal siding. Flanges may be damaged and leaks may occur. Warranty is void. A. Either screws, nails, or staples may be used as fasteners for your installation. The fasamer must Penetrate the aterd at least one (11 inch, allowing for exterior sheathing. The pr inmched mounting holes in ow window flanges are to assist our customers who use #8 pan head screw fasteners. Other equivalent fasteners waild be as follows: 1. 6D smooth shank (min. I 'A" penetration) 2. 6D ring shank nails 3. 16 gauge adhesive coated staples, 7116" crown. Note Any fastener, either screw, trail, or staple that is left exposed to the weather should be of a plated type that will not Corrode. C. llaPrad Sneed Zmres.9S aaa>r a (HIJ11 ir on uneven corrugated siding, a fosterer Amid, he placed its every heir to ensure a proper weather seal amend the pettmeter of the window. On smooth wood finish siding a fastener in every other bole for aluminum windows and every hale for viiayt windows is reecommesded. When installing& window in this fashion, the installed window should be checked to ensure that the are no earnestly* 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 naib or staples, they do not have to be in the hole, just in the general loadion. D. In Wind Stoeed ?Ares lAS peh aggg lgAIRL : one fastether should be placed in every mounting hole to meet strucxund strength. Except for the required number of fasteners, follow all instructions listed above. 'tiQ.KCrcir P;fe.e..[;. . p ��d► OU EXp, s? FaF cAl.I % 3 . , _ _ r WINDOW INSTALLATION g FASTENER PLACEMENT c----- p —4> 1 r __ _________ ... 0 a FINED SIDE °P S oTII6 0 a Flip LITE • a Q -_ 4 Q -- Q . AFFRAY ING HORIZONTAL SLIDE SAS w I N POWS L� a 6 --7.°' L .- . ._.�__..._.. . 4— 3 _____ VERTICA SLIDE a a 1 -00 SINGLE HUNG a PICTURE WINDOWS i ,__ Affor initial fosteaer: ore pieced a run all other fasteners from •— — 0 —v 3 ---.> one of then fo fie •Bd of tie member. DOUBLE END SL I DER If is racommesd•d f• always :far, COMBINATION of the oppro: incite ceafer of the jamb, • WINDOWS IRINDOS FASTENER W WINDOW FASTENER (a SEALANT /TAPE SEALANT /TAKE - SINN z - r1 d I. __I FR JAMB FRANC JAla F-- - ' TRIM O X = 1 YL IOM Ir 1.A iOR 0 q L�.1 INTERIOR 1 STN. I nTEB10e (,) room �� V) Q") F IlISe u.I m _+ 1.- l /e• 1 /e' U .i W LA_ TYPICAL NINE ANN cross EEcna TYPICAL SIDE AND Mu SECTION CC ■ITN IRIENIO1 TR11 LATH INTERIOR TRIM IB:TALLED AFTER vino" poye 4 of 4 Re1TALUD BEFORE Minos 1 i 9 , A it A 3 .05 >i< /cl >l< I fi 3/ v are r' c✓ , 41 X 21 e ,14/U Tgc0,�, R/1I5Cc mod # TNg /N6 ,e j — a2XV7 0 1 0( 1.5177 s� 026 ., . ri N a. N 014 010 :sr - ,s v A. ;2A4 rq 1 P O4fv6a)ay 30 � A y .( � / fll9j q'o�,rcx 3�' , c ,95Ck�� , v T 1< s N (0 I 326 n M N st W O v T 376/ 7 6 /S i ".§ 3° (Neer L aril � S Aver 3 e c G - • ai l i i '' 1 t 9 c : / 1 0 / 2 0 A - 3 5 i s i 1 , , : t j ‘ , z 111111111111111111111111111111111111111111111111111111111111 2009178711 NOTICE OF COMMENCEMENT Rcpt: 1278132 Rec: 10. DS: 0.00 IT: 0.00 Permit No. 12/15/09 Dpty Clerk Tax Folio No.3! 1 - DO9O° 73x4 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 69‘4 Non. izo,.I _7I ►se Fou.,t 71 o a3 1.Description of property (legal description): ho'T'3a1, or 7VW. P4 1pris a) Street (job) Address: 37[, Drell Lew Ave.- Zg. f r 4,, t (k � FI 3 '55(L 2.General description of improvements: _ aw p e QRC7 �.�L�tts e _�Sawi►n6_01tnQcs..tt-__ -_ -- _ _. __ . _ _. __ D Owner Information — -- ,I D a) Name and address:�jr, , gorier 1torocS iLC_ 1 10 M r . Creit rk Fl WS43 _ —_ to u, b) Name and address of fee simple titleholder (if other than owner) c) Interest in property _ _ _ _ -- (a o 4.Contractor Information _ z M a) Name and addressi'!1 lion6lrv.nl roil 4010 Inorr r e r)1 Z I, rk,l 1'l 33 S43 �� `� b) Telephone No -: $13 -- 78.- Iot.t{ J Fax N o� (Opt. (Opt.) Darr �J1ig 5.Surety Information u, a) Name and address: ° b) Amount of Bond: _ o. m c) Telephone No.: _ — Fax No. (Opt.) 6.Lender — o m a) Name and address: _ 3 Phone No. 01 ij 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: r- a) Name and address: m 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 courav oi a to 0 �r, 0 - Nose;, .:iuiic State of __ Florida n eC ` a o � tin,.'_. ASDei Signaturcf Owner or Owner's Authorized Officer/Director/Partner /Manager Mx : , .:6 ',asan DD566784 � � i X ,yes d6 /27J2o�o <s(rm) ---- C-t=k t_ . Print Nam The foregoing instrument was acknowledged before me this / t day of >eL . , 20_0_, by �T/2.F y • as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party o 1f of whom instrument was executed). Personally Known OR Produced Identification Notary Signature /1. V1 Type of Identification Produced Name (print) g. (/ C4 /4 . ,454k _ Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. n FORMS 'NOC,ry $0007 N Signaru Natural Person Signing (in line # 10.) Above