Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
10-10222
CITY OF ZEPHYRHILLS V 5335 - 8TH STREET (813)780 -0020 10222 BUILDING PERMIT Permit Number: 10222 Address: 39827 COG HILL LP LT 107 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class o'f Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24- 26 -21- 0030 - 00000 -0750 3 Improv. Cost: 13,336.00 p� _ c w :° 4 ta Date Issued: . ��� �:� �� . , x =: `� �,� x �,; a Name: MAJESTIC OAKS LLC Total Fees: 150.00 Address: 39851 COG HILL LP Amount Paid: /4?7' - ZEPHYRHILLS, FL 33542 Date Paid: ,3- q- o `O Phone: Work Desc: CARPORT 520 SQ FT ) SHED, SCR ROOM INCLUDE CONCRETE A a`: ° i ter W , .7 111,:,., :Tamitc,fftz,k1v, B : H •NS - U I• • R AL L B IL FEE 150.00 i f ' l -(v J '.°141/14 f lj Y-1 e f l ti ,a, s_9_(0 @ l 5b P p ►o ••T 2N■ `•UGH - LUM- MI IN 0N 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." Ai l_ a CONTRACTOR SIGNATURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER s/H j!I1111111111I1IIIIIIIIIIII111111IIIII111111111111111111 NOTICE OF COMMENCEMENT 31881 Rept:1292596 Ree: 10.00 DS: 0.00 IT: 0.00 Permit No. 03/08/10 A. Giard, Dpty Clerk Tax Folio No. a4 -aG-,f - 0030 - 00000 - OZ'O - 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. 11ritSne. OAKS lrAnnMDANIT4 ' PhA,SlG or .. P6 341 ►oZ -ti 1. Description of property (legal description): Lops - 13- ni am, lig Iheluswc. or 482,CP64 87 a) Street (job) Address: 3RSsl eo9..11 1-..10p Z r y rh.Its r FI 2.General description of improvements: rarrrT.(slam - Roam tsNth no•twA►v►, Cnr.ere- C.. 3.Owner Information a) Name and address: Nye.- F1 116" 1.1•. 6RQ1 P eamel hoc,k"1?el - 31b Seel sel�►1� tit KAT) - 4 b) Name and address of fee simple titleholder (if other than owner) c) interest in property :tractor Information a) Name and address►Z♦epAe.+rueilannePen4r .L Inc. 403.5 orrW8r. ,e, R rep. l. . r� h�r.Us ri 3354.3 b) Telephone No.: 513 T9 . -IDLE' Fax No. (O VI -1.15"4s05$3" 5.Surety Information a) Name and address: b) Amount of Bond: PAULA S. O'NEIL, PASCO CLERK & COMPTROLLER c) Telephone No.: 03/08/10 12:4 m 1 of 1 6. Lender OR BK 82 PG 688 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(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF elaS..O t Signature wner or Owner's Authorized Officer /DirectorIPartnerIManager &erg --- RerivY4 Print Name J The foregoing instrument was acknowledged before me this a day of r10t>t-ean , 20 , by iskce — gt e- as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). Personally Known Produced Identification Notary Signature[.(.k.P G Type of Identification Produced Name (print) gp.uclE A A•wc, -- -: Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, 1 declare that 1 have read the foregoing and that the facts stated in it are rrue to the be st of m ,kno o and belief. Notary Public State of Florida cpP,�1jlMp(. Y ' 4 BnJIeA Asbel . A Ar ` - Mit Lo'rrn sion DD566784 nature o i atural Person Signing (in line i 10.) Above or a Expires 08/2212010 STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE U� Y HAND AN FFICIA E ZL THIS DAY OF PAULA O'NEIL, C E K & CO ' - OLLER BY 1 a . - -UTY CLERK I I -;-- 813- 780 -0020 City of Zephyrhills Permit Application b1i , -) Fax-813-780-0021 Building Department Date Received � /� / Phone Contact for Permitting 1 17a9. _ .I ! d ft _ `/ / 3 f �i re�m- Owner's Name N NC Fl.. (h' 1-1-L M - t • asts-ri d 0 014.5 I Owner Phone Number SCotlSdwltf Owner's Address 16941 J Qat dbcu t4i 5fe -B31D AL WaS I Owner Phone Number Fee Simple Titleholder Name' Owner Phone Number I Fee Simple Titleholder Address I JOB ADDRESS 398x/ Coo�..�I Lis. Zepl,i r ►,� Its, r fl I' I LOT # I SUBDIVISION 1'8St?bh� , J ®'{�� PARCEL ID #'a � • dl ` &b30 -tbtop - 07 57) (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT n SIGN Q MOVE Q DEMOLISH — INSTALL REPAIR PROPOSED USE I SFR n COMM Q OTHER I TYPE OF CONSTRUCTION El LTA I FRAME = STEEL Q OTHER I I l;QfDn DESCRIPTION OF WORK SVNIX1 A(1,#1een Ir %,... liflro. BUILDING SIZE I [[__ SO FOOTAGE 1 5,90 � HEIGHT BUILDING $ /? J 336 • OO VALUATION OF TOTAL CONSTRUCTION I] ELECTRICAL $ AMP SERVICE I] PROGRESS ENERGY Q W.R.E.C. n PLUMBING $ I MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION n GAS = ROOFING I SPECIALTY n OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I—IYES (—INO T i BUILDER pr COMPANY � �udnoK dF r,�1+4 f/ /Ald SIGNATURE ,e� ) � REGISTERED I Y / N i FEE CURRENT I Y / N Address y0�/ORRJS7j2/ /� T,r�A/P`/ P/ riR Al License# I C."eeQ57? ,fa ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y / N I FEE CURRENT I Y/ N I Address 1 License # I I PLUMBER COMPANY ' SIGNATURE REGISTERED I Y / N I FEE CURRENT I Y / N I Address 1 1 License # I I MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I 1 License # I I OTHER COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address 1 License # 1 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $5000) •• Agent (for the contractor) or Power of 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 if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- , 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, 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. 1 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. 1 also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency - Asbestos abatement. - Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, 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. 1 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) yyy�' `` � ' 9, OWNER OR AGENT CONTRACTOR 'iJL� Subscribed and swam to ( before me this Subscribed and swor? t r TS �^ed) before me this a 3 " -10 by L rr4 tL 3-.4—/ 0 by 1 -ep IJ well e, Who is/are personally knb(vn to me or has/have produced Who is/are personally knovwl to me or has/have produced as identification. as identification. l ir :i , /4 Notary Public / /17. ` �� Notary Public Co mission No. Comm ion No. 2 CA: /-4 ' /�5/3r%� g a = - / . /QJ � /I� Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped rf Notary Public State of Florida v PI P i y P '.,, it..., c f is u !' Brace A Asbei : o Bruce n Asbei M Comilissiorl D0566784 9 >_ My l' ^ 10 of e:up1.e x6/22/20 fur-47 iv 1-1 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: /u V l 5 k Date Received: /> Site: 3952 7 6 /'X/ Permit Type: 624) , 0,0 S4fa Y-cn Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ _cee if-fa C This comment sheet shall be kept with the permit and/or plans. 3 Kal vin Switzer lans Examiner Date ontractor and/or Homeowner (Required when comments are present) Plan Review Shed and Aluminum Package 1)No electric, plumbing, mechanical or framing is to be covered without inspection and approval first. 2) At least 10' separation between other units. 3) All work shall comply with the 2007 F.B.0 and the 2008 N.E.C. F.B.C. - Florida Building Code N.E.C. - National Electric Code Plan Review Shed and Aluminum Package 1)No electric, plumbing, mechanical or framing is to be covered without inspection and approval first. 2) At least 10' separation between other units. 3) All work shall comply with the 2007 F.B.0 and the 2008 N.E.C. F.B.C. - Florida Building Code N.E.C. - National Electric Code LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 02/25/10 B 86H Construction Zephyrhills, FL Re: Mod. #: Address: NA (o ?/f'LL 62 Lot #: 107 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 13'x16' Screen Room ground level, a 13'x10' Shed, a 13'x14' 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. Since .-ly, / aat/ - onard G. Wood 4034 The Fenway Mulberry, FL 33860 • . / > , /‘ , ) r /3 ' >m(---r% a/ - 4 >l< / 3 t I , 1 --..., ....„ ;, 1 _____4' / -., ,>‘ ± 1 /d .■) ''. ''' ,0 , V i • J■3 ALL Vv ORK. : HALL 1 .1'C2 ',PLY WITII ALL ;- R AffOLING CODES, I _,ORIDA IjUILDr':5 N — — CCDE NXT NAL EL' Craft:. COLiE A‘._ 9d-- c•L' 'Y OF : fl S CYTINANCES / 1 ---) )-- `4,.... t RD E —( 6 - (0 Ii 4,' CITY F Z "HYRHILLS .ii 1 1--- PLANS E ' MINER i _Li_ I 's) , X 1 ±-- '.. t-- -....., .,„ r ;t A 4 0 , rZ V 0 ^ \ . \ q I kil tor /.' 2 1< 3?e,v) 6 pwil ii° , , e 2 # C- /- / P . h----- /3 '1' .,v �, M c ,f), , ,,,,,, ,,, ,s x © �, , L v ,, ck �, '� ' o Z .\ 'k `x . h ■y , z t ------------------------- yi" W V, J o� J 0 l < - > ev-, , C1--- % — �� S, o o LU o N. Qc v ■ v . a o L. M J c v ti v) I I 1 M V w z vo Q � GL. � 1 v, ov �, p wpen'Oa : �f , 0 p �pocn •, 0 m ' c 1 . 1 - n z _ z 3 3 r"-- r ` Li. CAC.] c4mF2 D0 - \,,40 X--It-"(4 o K o¢N ^(3%° w>.:wo c cv (- °o N0 E O� H m 0 c v v � -r, 3 Q�Q � =w o = ..t 1 t— E m W as N 0. C i W F O O m Cl) O O V N CCO f -- "' ' � v 2F m - 2 I W H • Z W H W a II to Z w N II 0 a UO Wwv) 0 O , .,a p ch o›., p� •-a ( V) W Q - P 0 ci t _.) '" v) t ch t 4 C- c. ���tE-'�c°(- G�W < (� t Z < t v� w Q Z ( E - 2 , 4 4 W WUUW o W �1 ►-� L) U Z a N = O a k < � �w 4., .- • Z 4 NNZ E . , , . , AP L - r rTh E- •--: O ) 4 w 71- Lc, i-, N--' :_-• g N W p W < )4 ++ Q< N U C7 1 I J IL n v, Z W VI � 8, l� p�o 3� ^ gam (r F� ¢ s w [ce ¢ C vt g O m � A _p .r. CL Z a ,� ...,, O <�:[ S fn,oZgw • Uz� N ¢ WV , Z } • '—: Q W m0 }vwH„ 3 , �iwE LL' r^ „ W f:4,=,iv, � Z Z F Ca a�.l V O (11 ,x,' p p j = LL .. W 2 �� J Q M 4r 0 O N 0 X .-- IL =t1 =I1 _ P 3 .11.1 Itl1 T 111 ?O / / / / // / I / / / / / / /II//1✓ / / // /. /g ;— ry 611 Z 0 W `` 1 =1111 0 1111- -11- -1 0 1:4 .L, c', g , g 1 .11AB Oil --il —i u Z 11 Q. OIi1.11.�11 _ t . LT..: ,, g c S) i 4 v....0 \ - z c (,) ? ') a • �J �-+ ° ' Ig,„ w H 0 ,� F o LL LI, 0 o F @ % .. 8 1,7, ; ("") O Q gi w % b _ ,, i�l 7 ___ Y/d „ ►X.,2 v., ■ail 1 �.� c I r • ‘ F = 11.11 c) s w `' LL) j6.11 .II w ,.., 2 w Q � �, 1=11 3 IMO swe Li.) = i— I - ° , m 0 : d O N k � >v) w O `� CC X t0 J a / >-. w x `* x3 c q) 'd N . A� M u. z w __ .____ _ �. " " z a 4 Lclp n,vp,..l . ° 2:T: p 1 ^ L Lib f h M e L E- 8 10°°y Uw \ �� ° `0N . to UU A �.. y u. CL' u..-1 .. co W X l fu A } -- - O Om �11ti y E. coHflP a } RW a F E 11 Oilt,'•.%)U d 1 In i v lo LI V) fa. Tr N oo I - 2 5 zii 2 I- 2 i - - I I ?ti'�� b b, b I A t'�L * _ g .:p (..D n z a \ b ' 1� = b b b • t b w y H H; = § r If. L' L e , A kN Z W I a " I f I f 'r "r 1 1 i il ti . .- ..- t ! ; ' g 7 ". ti . .1 '-' 1 1:12i.itl : Z .. 4.I, L LL 5 1 d 1•L,: L 1 ' ` a f H 1 ti `.2 1...- L•.� v. .-� _ moN o p � it ; b 2 it . o f \ 1 a Lz� p ► � 1 a 0. o �� p H : ij ±:.j • I 3 <; r O C 0 CC I ' v) . - z j"',) X W Z X i 0 00 P O< T - zu, N CAVV1 - ° j e 3wozN� O G 3 N _ �• b � � p p u i i d K `f I I 1 I I a ' :., 'o Ypw N b h 4 L F 1 1 T 1 i ,1 x w A Sl n �I is _ o < a MINN ■FS� FF ARCH A R�' � BIA nx . A 1 lVM3WOH ° A Ili 3,1 .. in 6 It 0 . 3 : T 1 T fi i 3 i .1 7 . A A A A • / / " ` ' t . f I u h z [� w Vm CI. Q v a sr,, 0<—,„, 0, .�,o n 7--- w O 6 , z ... , 4..-1 0-,R.6 1 1 �� z U w p < K (..) Q i l p o a ` C V W g g <, S N= 0 0 �m � T v,J� a73 oo H � V .PX °Y 3 } �� 1- zez. w-3 4i � 3 1 1 1 n 2OQNo°oF -1 . 1.2 c� j 0 e 0 0 oa X o z z O a yo< U` `o z' O W, . .. L Z Q y � 0 < C_ F Sax a H I z< i rnti U N d a p W ge o 3 aa.m 8 v Q �zo N� Gn i y V 1W P - . Ra$ '.. 8 Q n W C (., -, m oo?X ?C a2U =0 �n3 ;,,,, Q -,--z 00 O W z e+, k" 1 1 al I a s a a ac 6 0° M 1 I < O W u J , M'''.v Z O 9 ; w VI N NOIS •,LXB „E T U �' <�, 4 .,z O Z 2 .1k 0 � i j _ 4 0 �j a (73 , N : v ) CO w W cc z o O Fmmm••m a � O C F LU r = ��� H U 0 (' : :.. V) 0 NOV8 H8d01IEX,.I I"' 0 ° r . L _ o xxxx • Z P• ( ( I ( ....t. N cFF e I f1 e r 1 0 "' NolsnI.Lxa I IzxIIE — w I ` I � - -- - CJ I iv I CO Wd38 WS CIO .LSOd ..£X..£ c -- — G - 0 ai —t O E X i+ Mi ■ O = ° p o o U .nMVv (3 ✓ w 1 O IT H u CO Cr) �i o .-- < wmcq CO H N <t zO i ...., o0 F- s ( 4 ?< ? 0 r' 1 1 f 1 C 1 • 1 w C; i . . G H VD L+-, n 1 1 • J n w • o Z r CJ < ^v, -a 8 r 'O c- re< Z- z 3" ^$ r O W v N V < W { E.. r0 <,.1,-,Z G hIb a . q4 [ 'd z� =irxo ? Z y . a .w 0 e o W } " 3< < wFina� L� `'' 6 f ,_, ...7 14 Q- ' v,y rii , Z Z y ..J W () W - O o n-J f- z 0 � d v) o g Ng -F3 _! -J .EH 2 ,--) 0 U (NI w z < 0 0 O w M ¢ovo Q H Z U O U 11111 x Z o 0 U n w • (....) E..., 4-4 ( E 0. w 0 cu i •-. x F. v) w Q < 4-4., X03 0_ Xo _ � z o� �� w _ U ° � m x a U wi Q Zv p m j = (... .aO p m 0. ►---1 0 S 3 o g U FB — N r . H 1 V c > w U � 3 n� z o W j j L) `''' o tg = . O -1 / z 00 ce 1 R N I p F' ?.,t w _ I p / � z Li! i 0 G h z v 2 \ w z ,'1 j G w , ti� f / . M L . Cc W U I- tv 0 O � v 2 a • a o a • q . . a 8, n; :5 itti.0 ° zP <-Z �f �` ` �° off" • .< w n w ; a$ Z • K ( ��nNm W = O U V 4 Y z s - 'r m H Z W W ~ ' w H ` \�3z ZWhma� • . ti • 1 ammilawmm _ is .'•,,, • 3 4 . o c — • :J CJ < o Q N V I N N V 1 N N V I I I N N N Z W YYYXYYYYYYYY < Z .1ii W G O W N N N N h N h W O mH 0 o000 0 0000 000000 000000 Ib Z 4 �7 Q X 4. ` ° 888888 888888 4 I MM V G<Z a w C CCCCC QQQQQQ .. 8 Q �' 333333333333 `a i i i ,Z ~ z J u , xxxxxK O O N n 0 0 0 O r N W O W < < ,r< x�t�t • 0 Q h �Z z u WW5 w fV NfVNN C4(0 Qv. 2 888888eeeee / VI V W � WF « « « « «« .t � wn '�, ° o > d < w caaaaaa • ✓ s 30. 003 o � o �u�u�u�ua��` ��` s�oC•WCoWC C' = x�aZ z0c oeoccoeacoeeeoceczoeae • ` � S 00 • :O 6 PO-Nh h�O I� b OW E ' LLx0 en I iiiiiiiiiiiii I illi 'G W sa a 4 dv m I- a � Y W o amm iiiimmiL (V I J O..D2 SINS „OM N M 43N 31SY4 . I ENGINEERING REFERENCE SHEET • TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION W - I 4" CONCRETE SLAB ON COMPACTED F - 1 POST MOUNTED OVER 2 5/8" LONG X 1/8" THICK EARTH FILL W/ 6 IOW W MESH CHANNEL W/ 2" HIGH LEGS EXTENDING INTO MIL VI OR FIBERMESH, 6 MIL VISQUENE VAPOR POST FASTENED W/ 13/8 "X 2 1/4" THRU BOLT BARRIER & TERMITE TREATMENT USE 2500 PSI CONCRETE MINIMUM WITH WASHERS USE 12 "X12" MONOLITHIC FOOTER F- 2 3 1/2" MIN. CONCRETE SLAB ON COMPACTED EARTH W/2 #5 REBAR CONT FILL W/ 6X6XIOXIO WW MESH OR FIBER MESH W/ 6 W - 2 ATTACHING UTILITY ROOM TREATMENT. USE 8 "X12" MONOLITHIC FOOTER OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE TO EXISTING HOME W/ # I O OR G RA E 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 W - 4 GARAGES AND UTILITY ROOMS WITH WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR ALUMINUM ROOF MAY ELEMINATE BRACING #10X2" SMS 24" OC IF HOME HAS FACTORY IF STRUCTURAL GRADE THERMOPLY IS USED- ATTACHMENT BEAM NAILED 3" OC ON EDGES AND 6" OC IN FIELD A - 2 FASTEN SCREEN WALL TO HOST WALL WITH W/ 8D NAILS OR USE 7/16 "XI 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) I "X1 "X 2" ANGLE W/ 2 #10X1" SMS NOTE: HORiZONAL BLOCKING /FIRE BLOCK NOT REQUIRED A - 5 MOUNT 2 1/8 "X 1 1/2" RECEIVING CHANNEL TO IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS RECEIVING IVIE NG G E BEAM AND MOUNT BEAM A TO R CHANNEL AS SHOWN IN N 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 1I1 FASTEN 2 "X6" TO 2 "X SM BEAM USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN 1 1/2 " " 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 SINGL M BEAM MOUNTINGS 7471 SOILS AND FOUNDAA71ONS Gradient, aia toad intensity and erosion characteristics of dope 1 805.4 2.3 Plain concrete footings. `te1 • Of plain concrete foe supporting walls of other edge th than r than 1805 .4Footings shall be designed an constructed in Light -frame construction shall not bc less that 8 inches Allowable bearing capacity the soil is not executed, and (203 mm) where placed on soil. • That differemt;al settlement is minimized. The minimum �P �on: For plain concrete footings Ex tr Width of footings shall be 12 inches (305 mm) Gr R -3 occupancies. the edg; tfiiC co Wing led to bc 6 inches (152 mm , rovided o - n ( ) P that the looting Does not extend beyond a distance greater that the Footings in area with expansive soils shall be designed all. In accordance with the Thickneas of the footing ..11 either side of the supported roots• Wall. provisions of Section 1805,8. 1805.4.2.4 Placement of concrete. 1 805.4. / 1.1 Design loads F Shall not be placed through WWI unl `footings �' Footings shall Ic designed for ess a tranie or other the moat t unfavorable effects due to the combination of method approved by the building ,�ciaJ is used Where loads specified in Section 1605.3. The dead load shall shall be deposited in- placed under a in the presence ofwota the loads the weight of foundations„ footings d l d shall overlying i concret approved means to turbulence pen till. Reduced live loads, to specified in Section 1607.9. moon segregation of the mix and negligible turbulence of Are permitted to be used in designing footings, the cu 1 8 (05.4. 4.12 Vibrato loads, 8 4. Vibratory Where machinery opera- 1805.4.2.5 Pro other vibrations are transmitted through the action freezing ezingte. during deco footings foundation, consideration shall be given through the footing shall bc protected from Seeang duruig design to con prevent detrimental consideration period of not Tess than five Positing and for d isturbances of the soil. Not be allowed to flow through the ca shall 1805.4 � s>�e foetid deposited ooacretc, Co 1 2 of concrete f of ng shell comply and coo- 1805.4.2.6 Forming of concrete. 1 805.4.2.1 ply with Sections permitted to be east earth Concrete footings are through 1805.4 2.6 and the provisions of Chap- ion of the building against the conditions in the opin- � 1805.4,2• song official, soil co+rditieas do not require tong Where forming b required, h shall bc in Exception: Wh a dance with aci ' 0 t' specific design u not provided, con- t�taptcr 6 of ACI 318. Crete footings supporting walls of f light-frame tied are oermitted to be desi walls constrUC 1805.4.3 M Sn accordance with and construction footings. The design, materials Table 1805.41 coon of masonry-unit footings shalt comply with Sections 1805.4.3,1 and 1805.4.3.2, and the provisions 1805.4 2.1 Of Chapter 21. Shal 42.1 a enact strength. Concrete in footings l Less than a specified co � n � compressive strength c) of not per square inch (psi )(17 237 kPa) so y - unit footings s u pe o ti design u not provided, con- At 28 days. moti �PPor�B walls of light -l7amc con Struction arc permitted to b designed in accordance with 1805.422 Reserved. Table 1805.42. 1805.43.1 Dimensions, Masonry -unit footing shall bc laid in Type M or S mortar complying with Section FOOTINGS SUPPORTING WALLS 1805.4.2 ALLS OF LIGHT-FRAME CONSTRUCT1ONe b.c.d NUMBER OF FLOORS WIDTH OF THICKNESS OF SUPPORTED BY THE FOOTINGS. FOOT FOOTING eess) ) (inches) . 6 6 3 IIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIII For S 1 ' 1 inch = 25.4 mm, 1 foot — 304.8 rnm. a Depth of footings shall be in accordance b The ground undo the floor is pe rmitted t with Section 1805.2. c o be excavated to the elevation of the Interior-stud-bearing by isolated footings, To mr-stud-bearing walls are permitted to be supported b fl f the ooling width the width shown in this table, and footings shall be e cidth and length chap be twice d. For thickness of foundation walls, sec Section 1805 not more than 6 Fat on center. kn e Fooangs� f pd to support a roof in addition to the stipulated number of Boas, Footings s w ed supporting one floor. supporting roof ortt� f Plain concrete footings for Group R-3 occupancies arc permitted to be 6 inches thick • 1'1011ua .1)uitume, I.VUG .jinh1lc ragc 1 v1 I •4` ' k, * r` ,gyp -fit s pCJrNOw ABOUT US:A 04A r'ROGAAMS COMLACT OCA r ' • BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search e Product Approval r, USER: Public User Community oN`" Affairs ° Product Approval Menu > Product or Application Search > Application List > Applkation Detail t * i3 is s% FL # FL7561 -R1 rtAatTar Application Type Revision Ittt Code Version 2007 Application Status Approved > ;'. Comments sr ` . , a 5", Archived Product Manufacturer Elite Aluminum Corporation Address /Phone /Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491 -3700 bruce44peacock@aol.com Authorized Signature Do Kim dk @dokimeng sneering. net Technical Representative Dan Cooke Address /Phone /Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491 -3700 elitealum @aol.com Quality Assurance Representative Address /Phone /Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Do Kim, P.E. developed the Evaluation Report Florida License PE -49497 Quality Assurance Entity CI Professional Services, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By James L. Buckner, P.E. at CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R1 COI Cert of Independence.pdf Referenced Standard and Year (of Standard) Standard Year ADM 1 2005 ASTM E72 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7561 R1 Equiv Certificate of Equivalency.pdf riVilua D I. Villliie rage L Ul L • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/05/2008 Date Validated 09/10/2008 Date Pending FBC Approval 09/17/2008 Date Approved 10/14/2008 Summary of Products FL # Model, Number or Name Description 7561.1 Aluminum /Aluminum Composite 3 "/4 "/6 "x0.024 "xllb EPS Composite Panel, Panels 3 "/4 "/6 "x0.032x11b EPS Composite Panel, 3 "/4 "/6 "x0.024"x2lb EPS Composite Panel, 3 "/4 "/6 "x0.030 "x2Ib EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R1 II Elite Installation dwq_Rl.pdf Approved for use outside HVHZ: Yes Verified By: Do Kim, P.E. PE 49497 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +80/ -80 Evaluation Reports Other: In HVHZ, not to be used in structures considered FL7561 R1 AE Elite FL7561 -R1 Evaluation.pdf living areas per FBC Section 1613 unless impact Created by Independent Third Party: Yes protection is provided. See installation drawing for allowable design pressures and spans. Back. I I Next 1 OCA Administration Department of Community Affairs Florida Building Coda Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850)487-1824, Fax (850) 414 -8436 C 2000 -2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: 0 wolf ie" s"c"rw 0 1 0 - 1Vn021ddV 10110014d 30IM31V1S VORJO13 $ - o Z rg d k ND1S Wt1Nr(YWNIflNIWITW n <. F J W $ S13Mfd 31ISOdIHOO 3LI03 WVO3 Sd3 K g 2 w a v Is ca e 3 riiZ ea a t o E Z �' Olga CL0££ ld >t eJ anu0000 S m al e n Z � Ae�ed RBopu�l O1 099V = � ^ o. • m m m F 4 4<< < uopelodio3 WnuIwntd am E t /' g �6a b W1 � a ei 4- J 1 - a FS 'T: - _ _ I b N4m� -R -- $.�i 1� � Z J Z R' _1 Z ' A .0'. . Q C 2 ¢< Z Q a ^ ! W J111113 [ � I W Q W a � ` � rel W es CO d¢ d ��� ��¢ 00 x X Z pavai 3 ^'n'^roS�^ 3 ^_ hi 3 �- 000 ° : O J ¢ a J � ^� nMy � ¢ a ��� � a J � i , aa 000 ^� IX Immis 0 000000000• U w 0000000000 Xc; a @' -- Ea X ti E X x m i . . HUM z b ay 0 Lu N a CJ a J ■. ° 1:1NYJ� F. < I OJ c,- of - • o r r VP; Z (...,,go J � Mm .L chrq W •�'p >1 - Y,' Q • 0 3 a s o 3 a� '0 a s • 0 • ig u x g co p g L'A FISSSR8 p �a - R - °8 0 � _N, • O < W ;1'3 _,o J° 1 ° ° • O W o Z ¢ ." • 00• Q O 0 An. Mid3Q _ 0 - • o = j a 0 g • °O •I 2 .� O a I M. .a U g 000 gEE::: O_ a J � ��1 9 n ' Q J d D_ Z W g v 00 p. v W o ] W CO a W Q w l y' 0 0 0 m u p a v es 3 n_. pa , v�i i �°u ^ ^ F �R�'� wN aa �. o o ° o J _� J . \��oi n.rld..i J J� ]0045 ° o C J � Jv 0�0 Q a ¢ a W W W cud ; m� N J a ^ 's8 x X _i : :1 XW s ]'u d 1ST XW NV z 211111:1 131LL_nais ismI O¢ N Oa N p¢ J y 03 3� 0' r/- o3 a � p 3 - -- - - p ° �13F335tSR8 p - td": +jRB X J _I< X J ° Q XJ oA —1.[ J0 J J ;!, <_, ..... aJ `Oa ' --I E m to B u 0 Q. N 2 5 Ca. V • ka ▪ g n- v w 11. m "3rd " 3 . x H ° ^q��.yyryry o aE, n. d S § 3 � h / t t J 3 a s„.........,„., _,,,, g ° R v i . B1 �� ..1I @ fi41-.pv .zo t y� 1a N .-.J 4 1 w Q °° 1 W 13::112 � Q I! a pp !•' • „,,....,, X W ' = ,o�gJng X W a Jw`9' - X W q �z NJ !UJ NJ c„„ p ig 0111 "I I A RN 1e S a ' J 4 M p a J 4 el W W ^ e� .S ® { • a3 a? 0 3 a o 3 as O 11".111! �''-' 0 2 €11 O > °>uR °RSf>F X s ° -iZ l3 ::SSRB p 3 " - - - - '- '. 8 °_ �t ' 5 T - a1IV M" ip� : XJ 5a J Ja XJ � 9 C $ wig . i I5,.E3 M¢ a° ; ¢ ° _ ion a N� C� � f Q a g 5 C .� 1 CO vi .. C Vi O - .8 E 6 NQyN W"' S Q F N ^are. 11 I W ~ ,11:1311 J 4 \ 1 - _ :111 fM . � I. . . g. . vi1a .'1";'.,,11 erW• it, ¢ 2 a ° ~ a Q ¢ Z a Q ce Z -' � .' � :1 I/1? M I Cl '.S ^ � � 4 • g 'S F 0 7G �- U d m g W U _ o a J_ a o D 2 a © C.,� j w •U . Z4. o Z op o � � ' o 'al Q 23 k N.J ~3 a s J CO tiliniz d N 1.- app A d s $ 3 �� . lr N Ns G Z W J -._�` w Z kJ _.I N ¢ j' ` h p"gi 2 r 4M � i u a J OD ( g � Q 27, 2 a d a L� � < . g J ... _ 8 a g . r+'a o Lii OR g' path o 2� -mm paN 3 . W V1 > `-.. 7,... 4o . 4 g '-' 8 � J J is n , 1 �' . o " 1 .1 ^ .uaq• v g _ 1 W a o�_- I ¢ a - • �� ��� � U � _I .i °mgo• - A1 ^RP i ! hU N•H 3 fil 0a wv'` oa � � o¢ g�p ° �Oeg • &_ S� 03 as o3 a P ° 03 a s 'a'•fi 'S � • 5 t . W -. ° w X p J 9.%":, 9.%":, X O J ST X J C ° a$RS9S°^8 'oesu -,-,. ? � 4i- .aoT -oap, .1 Z') J Q. ¢ o - el _10 ¢ ¢ o N .n < v, .o roe a o w Florida Building Code Online Page 1 of 1 Cornnu . - '� •'' r DCA HOW ABOUT SCA DCA PROGRAMS CONTACT •. rT - BCIS Home log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval , USER: Public User 0 Community Affairs Product Aooroval Menu > product or Application Search > Application List * COs^MuwrtV PLANNING (Search Criteria Refine Search !Code Version 2007 FL# * Hovs1NG & coraiunmv ! ALL T LO NT Application Type ALL Product Manufacturer Kinro, Inc (Category Windows Subcategory Single Hung sa► E mi T Application Status ALL Compliance Method ALL � Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL SECRETARY THE Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL - -- Search Results - Applications -- — FL# Type Manufacturer Valuated 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 Communky Affairs Florida Building Code Online Codes and Standards 2555 Shurnard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 C 2000 -2005 The State of Florida. All rights reserved. spovriaht and Disclaimer Product Approval Accepts: RE iN BEE 1111 YMMip Mcrr.. w - 4 -7- m -.7. p Y , yr r•r�r ,, b,i' • Florida Building Code Online Page 1 of 2 C fferA y Aff air { '.,9 d III - - - • - r OCAHOME ABOUTDCA OtA PROORAMS =TACTDCA di BCIS Home Log In Use Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User 0 lk : - 4 _,D Community; - Affairs y Product Approval Menu > Product or Application Search > Apolication List > Application Detail It COMMUNITY PLANNINO FL # FL2864 -R2 Application Type Revision *HOUSING &cOMMUtBTr Code Version DEVELoPmENi 2007 r EhttEAtCY Application Status Approved mA AGEMENT s Comments P OrF1ce of nH Archived 8ECRETARY 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 Florida Building Code Online Page 2 of 2 Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 !Summary of Products j FL # Model, Number or Name Description 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 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.Ddf I Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports I; Created by Independent Third Party: I Back l C J Next J DC1 Administration Department of Coinnruety Affairs Florida leading Code OnNne 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. Lgovriaht and Disclaimer Product Approval Accepts: ® ® ® svevvu: r:7777774: • 07, - 11 21711' + P J 1 11OB I L E HOME Sl IF'F'l ''r' 86366' , �it�_ F'HGE:c 1414( Revised Jaa. 20,2(K 6 Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow throve iastraetioes may cause the window not to function properly. All product liability and warranty could be void. These installation instructions are recnmmeadations Ginty. Local building codes may impose additional requirements, and those codes may supersede these in,trvctioas. I. Routh Opening Preparation A. Opening for windows should be framed in accordance with the required standards for size 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 r oaab onenine should be level. plumb and square: Check width, height, and diagonal measurements for squareness. There should be no more than 1/8" variation between these measurements. Avoid the use of warped, twisted, or knotted framing members. It is recommended that the sill of the rough opening be straight and leveL Bowed or warped sill framing members can result In a crowned sill of the window. C. Make certain all mounting surfaces (siding included) are securely fastened and flat around the perimeter of the window opening. Check the opening for correct size. Kinro 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 or 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. 11 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 -prof 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 of provided on the window series being installed) and always keep nnnrotiw.. noel ..i..a...l ..cod I....a. -.a .a_.___ e_ _a_aa..aa___ O? 11 20C:19 1 k' 11 . I90B I L E HOME SI—IF'PL `r Ea F'AGE : l C. A lways 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 1). 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 al the center of the head. Run fasteners, from one of the above fasteners, to the end of each frame member). Repeat this step until all fasteners have been inserted from the center of the vertical frame jamb outward to both ends of each member. Finish installing the fasteners from the center of the Flame Head and Sill outward to the ends of each member. See attached drawing for visual guide to fastener placement of assorted window types. Note: AU fasteners should be driven straight Into the window frame. See section 1'li for fastener information. This sequence of fastener installation applies to both vertical and horizontal sliding windows, flush mount and recessed fm mount, for both metal and vinyl windows. A drawing is attached for visual referents. 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. 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 lett to allow the window to fully seal against the exterior wall surface. Do 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 lop 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 1" thick) be installed underneath the projected frame sill on the outside. 0 11 2009 1 I: Ld l MOBILE HOME S1. IFF 1 i 2.636673 RAGE:2 r-- K. The use army appurtenance system not approved for the Ida window or soy alterations of an approved apptutenance system vivo= the window certification. The operating ii *iuCtlOnS and certification label are a permanent part of the Egress writ and must not be removed. L There should not be any obstruction pl aced, attached, or located inside or outside an Egress window which would hamper direct access to Egress Devices or encroach roach an the minimum dimensions for horizontal, vertical, and square feet of area requirtd for exiting. Cawley Flanunable fabrics could prevent access to the exit devices. M. An operational check of each installed Epees Window or Device shall be made at the installation site. For HUD manufactured homes h is recommended that the Manufactured Home Factory record and retain a permanent record of the serial number of the Egress twit in direct correlation with the serial number of the Manufactured Home in which it is installed. This will facilitate correction, recall and notification for non - compliance defects mnd/or imminent safety hazards. 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. 111. Eutaw A. Either screws, nails, or staples may be used as fasteners for your installation. The fastener nest t penetrate the stud at least one (11 inch, allowing for exterior. sheathing. The pro-punched mounting holes in our window flanges are to assist our customers who use #8 pan head screw fasteners. Other equivalent fasteners would be s follows: 1. 6D smooth shank nulls (min. 1 'fs" Fiend/Won) 2. 6D ring shank nails 3. 16 gauge adhesive coated staples, 7116" crown. Note Any fastener, either screw, nail, or staple that is kfl exposed to the weather should be of a plated type that will not corrode. C. la Wined Saverd Zoom 9S mob end kale- Wirt oath: en wtevar corrugated siding. a fastener should be plated in emery bete to eanre a pedper weather seat av onad the perthae*.r of the wl dow. On smooth wood finish siding a fastener in every other hole for aluminum windows and every bolk for vinyl windows is eteconrsaesded. When installing a window in this fashion, the installexd window should 1* checked to ensure that there ere ao erwessivve 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 masks or staples, they do not have to be in the hole, just in the ge nenl location. D. L Wind 8ueed gt , 1e0 tcs►b ud g ter. Q W J : one fastener should 1* placed in every mounting hole to meet structural strength. Except for the required number of fasteners, follow all ions listed above. ollfESSA Pt. v eie.g.A-t; 4 0 , 111C1(4 4 1 : 4 41" ap 9 e el • 'Pr r FOF CA1.% " ____ ______ • „ WINDOW INSTALLATION 8 FASTENER PLACEMENT /guilt , 0• - f ItED SIDE OP ,pT ING A 0 T ' - 11. 1 V F11ED LITE 0 0 0 • - - -� OPERATING HOR I ION TAL SLIDE $A$H WINDOWS <3-- 6 --t> VERTICAL SLIDE 1 _ , i SINGLE HUNG Q PICTURE WINDOWS - Aftsr initial fosterers ore placed a run all other fasteaers from C am- -- 4 {> 3 — —✓ one of then to flag sad •1 the n.mber. DOUBLE END SLIDER It is recommeadsd fo .Lays start COMBINATION ai the approsinote tester of the jamb, •WINDOWS WINDOW FASTENED W *INDO1i fAiTENER SEALAai /TAPE - -- i1pIK '� LaJ SEALANT/TA Midi a � �. 1 L C7 _ 1 –J Li_ d I ----I - 1— L . MIK Jug FMK Jam Z ERIN = 0 X = I YL 10M IN LA IOM 0 (1 L., tRTEM10A slut) 1NTEM101 .d1 tTUD FINIIiII FINISN V) W m U _J — I /p' I /p• Lai T IPIC AL MINL .JAMB CAMS HOMO MCA. SIDE Ala CMS StCT101 11711 IRTEMIOI TRIM 11711 1/171110/ MIN IMITALLED ACM OIMDQI Poye 4 of 4 Ias7ALLEM straw PIING. Florida Building Code Online Page 1 of 3 CO Pi tV A r y ? F �6 °���.r . y /I'17 y rDCANO o tirAPROCIIIAMS coiguctmai ill , BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search , I I ,//'���� u ct / / �v// USER Public User Ap proval NO A I �yQ / n48 LE _ � � e t mmunit Co ' 'ter /// !!'f' r' /// ��' Affairs ■ Product Approval Meng > product or Application Search > Aoolication List > Application Detail IINNIONNIIIIIIIIIIIIIIIIIM f MMuNltYPlANNING FL # FL1722 -R3 Application Type Revision " S� C D 1 Code Version 2007 IE Application Status Pending FBC Approval MANAGEMEMT Comments +'RcE ofINE Archived 8 AMY Product Manufacturer Elixir Industries Georgia Door Division Address /Phone /Email 1215 Pope Drive Douglas, GA 31533 (770) 459-8183 bpowers@elixiri nd.com Authorized Signature Robert Powers bpowers@ellxirind.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 rmtP Gi,hmittori nci,or.- ...... • Florida Building Code Online Page 2 of 3 • • Date Validated 07/16/2009 Date Pending FBC Approval 08/12/2009 :Summary of Products FL # J Model, Number or Name Description 11722.1 402 -14 Vinyl Steel Out - Swinging Regular Door - 14 "x14" Window i 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 1I DWG 402- 14.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes I i Evaluation Reports 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- 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.Ddf 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 I 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'(") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 430 W9.odf 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 11 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 6400 -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 18500 -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 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 F 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 I� Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date f 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 9401 -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.odf 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 II 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 JSTR 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.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 I` Back 1 I Next 11CA Administration Department 01 Community Affairs Florida auldinp Code Online Codes and Standards 2555 5humard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved fnnvriaht and Disclaimer Product Approval Accepts: ®® 0 v.efy. ,, _ _ iv 4.:i yyy WV a • w r,� mp3 OD O > ( 1c N pm y y -i a ! I I I < m c�> A ~r° 6Y-I9° mcmic ocT4r0 5go in m rn r m -c pp m A t 4 mnio ! T ti 'i r' m < . 8 Tl U/ y p y]Z � SI rr o ,F2 y .� T m 1 " y Q 0 IC m tm - " = m � Z O R ~ j r p m_ A� Ta :,, xi § 1 y 1 ...g. T Oy� (p y F ' T. P N O T i N'' Q 4P 2 PyO r CC > - �i11 [ p =11 y � }N % N A S O � i i n T 9 1 - c 1 T T; T in;! 2vt ~ < T T R 4 M g T ; !i L ! 2 m `' I N A - H nib �$ AZ en -T isA Ain ~ N ��.iiiI111 C r Q N p r N 9 ! �i O la a 2 t g - 41 90 00E li 4 po pp r 8 T y m yqT y y En . N 8; m m . t V v v N P Z g " - 1 2 ' a A 9 0 fi 'y 0 7, 4 A m A re O 0 ` C % ,U, b 62 Ai t ill a � N c N r ' gg y at i o O PI li m y f � it g R i i Vt t ag All _m i 4 sp f liT5 V ( 5 y 1_ 7m2 �il= 2 T g �11 i. N � ih6 P mT,s s-40 N : / ; l g $1$ - 1011 R lrJ �-4 €M PI T m . 9 l _ m 2 ERE 4ffi m m y n O � T T: Op 15 1.4 I/ il m P R 2° t it _> m* m 70 N 11 301 " msa! ; Q 11 o m AA s r ; 3 2 CA $rN LS g � n a ii $9g es 5/1 E z a n gm 2 T S T y 5 P ii. N PROAECT rmedoa ELIXIR INDUSTRIES 47213 or: o.iE� PM 1. W+Nw 1300 POPE DRIVE nn� Poi E. ter roE_NO.22 _ T DOUGLAS, GEORGIA 31533 CT M I 1 1 Gf mnwn,�oert unnCI ono 'Inc m " -4m j„, t y Z i m y ) � m O� e ( IG = w0 =0 O• xII v r4 4D4D4 r451 a Fl 1 0 4D 4D J 2V o f z 4D IIIIIIIi■41 4D = , b 11 1.....-=.4_ J 4 r4 -0 x my O f fO b Ca m fl m N 3 6 x le a 0) g ° p 11 A 2 W A z . m N ij .. TI a V Li rV1 00 Z 0.4 �� N 2 O <k _ s D y m 4 m < 7e Om 0PE o ; ' m > L J 7 p L Z n 2 F tn., N2 ; K A I m ; ; N L- O �{ O 69 OD3 AN -0 . m nzm . ch <A a g 1 p, R O rn �Z 02 -II E N PROTECT 13060103 ELIXIR INDUSTRIES APPROVED BY: DATE . x F� PE 1300 POPE DRIVE Paul E. WEe 0511UOD F !! _...- -- - -- ..— DOUGLAS. GEORGIA 31533 /{ oz 2 » §( § o k 2 } to z, m kq �/ * rf 2` �k \ m � § § § o Cr) 2 § { 99 I2 §§ 2 MZ __ ( . \ 2 . � � ( / o �� < 2 ?�f . o� , • ri / � �� E / � � Ai � - - r § co )\ \k § ■ ( § 9 � � i ;§ § �g k _ 5 o 9 § QE { ■ E �§ � ■ 9 � i §k ate! §Eo m 0 a , / MI \ 2 \ $ �I / ril ) \ & r > ■ P $ �` o ■ cn [ 4 k 9 ' ; � § 3 § $2 §; 111 11 Cg A k§ ` �f 1 --) $\ f g c § 7 §% . § § e K R i §� ;, / / §� r or 3 7 � & & n 2` /� � �� & � \%A r 9 (§ \� / §\ k9 f_ /§ k � r- � � x -1 § ( / � •% $ ■ 2 2 ( PROJECT ._ ELIXIR __s_ �_ 1300 � _� . GEORGIA f _ �� ��� 1 , 1 cn f 3 _ § � , -I 2 . ) fA 2 3 § §2 �( F g{ § k @ § !2 2, f 2 ] 8 lz - 2 2 §§ ) £ f 22 © t §k 22 � 2 @ ) 2 ( 2 ) 22 �_ # « c � H } } / 9 \> m § � I" S f {J § G - }} rff, _ _ - ; !.: �E / § � \/) 2 : \ r �■ \ \ . , § ■-•. g§ k ( 2 ` 0 3 § K §� p ; B f 0 d §§2 # � � � 2, ■ ..II =- k � � \ \ ] CI) A G y \ � k�� � \ f k ] : � \ } � \ � . 9 E f ® � } � r k � 2 jl( n d & � % E a �� § 2 ]@ &, $ \ §® ��� q f � ■ ■ {i )k P k rn / - ED > 3 §) r ■ 2 § ° E of 0 U8 =° 2 • d . 2 \_ §§ a � §8 1 2 7 a ( $ { $ 7 �[ ? g ■ PROJECT _ _ ___S __O _. Pod E. Wm. ,_ POPE DRIVE �_Aam__a PAY E. WOW ®� w_� mo 402-20S VINYL _cos DOOR | ~ | : ,