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09-9940
CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9940 BUILDING PERMIT 1 a-7 7 - . c t a Permit Number: 9940 Address: 3814 LACOSTE ST LT #149 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24- 26 -21- 0030 - 00000 -1460 Improv. Cost: 13,500.00 �` 9.� ..a__ Date Issued: 12/30/2009 Name: NHCFL115LLC Total Fees: 150.00 Address: 6991 CAMELBACK RD STE B -310 Amount Paid: 150.00 SCOTTSDALE AZ 852251 -2493 Date Paid: 12/30/2009 Phone: (813)783 -7518 Work Desc: CARPORT/ SHED/ SCRN RM 546 SQ FT �3� B . •■ - •N •F E RAL L BUILDIN FEE 150.00 19 n , ( � I •,► J . aa tip - � i+`..i oY. 3�:.... Ym�d..: .� ,:r � Ir. F• • R 2N6 = •U H PLU I INSULATI•N EILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." CONTRACTOR SIGNATURE PERMIT OFFI �J'R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9940 BUILDING PERMIT Permit Number: 9940 Address: 3814 LACO ST LT #149 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24- 26 -21- 0030 - 00000 -1460 Improv. Cost: 13,500.00 kw ",f , , ��^^ ; � Fn W Date Issued: Name: NHC FL115LLC Total Fees: 150.00 Address: 6991 CAMELBACK RD STE B -310 Amount Paid: SCOTTSDALE AZ 852251 -2493 Date Paid: Phone: (813)783 -7518 Work Desc: CARPORT/ SHED/ SCRN RM 546 SQ FT B & H • - U I• • E - • LFL :UILDIN E 150.00 a `L 1 4 �l. icvr • •TER 2ND ROU H PLUMB MI IN ULA I • N LIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." CONTRACTOR SIGNATURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 1 City of Zephy Mills BUILDING PLAN REVIEW COMMENTS 66 # tS 1- r et4 " 1 ractor/Homeowner: v " Received: ( 2- 22- 36/V 1,_ zii o C s `C =°' r s��. 7S�.si . /-`" nit Type: P � Toyed wino comments: ❑ Approved w /the below comments Denied w /the below comments: ❑ ) if( i . f (1 (.)--) FB C et vici a co rucc cede 4 be -eo G ?I his comment sheet shall be kept with the permit and/or plans. P' - 0 44 L ,6_,__‘,. / . :alvin witzer - lans r . iner Date Contractor and/or Homeowner (Required when comments are present) 813- 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 Building Department s Date Received C 1 ' 1:2 oot phone Contact for Permitting r 78a - I/ 06 7 Owners Name W1Ne_ F. // 5 41- Owner Phone Number 7F3 -757 O 7 1v iJ t tAA' ,ACk 7� 1 a d A bi Owner's Address r Phone Number I Fee Simple Titleholder Name Owner Phone Number I Fee Simple Titleholder Address I JOB ADDRESS 39/4 /0,, LOT# I/ 7 SUBDIVISION /rI J &;771 Gi PARCEL ID#I °" 'c ... .. 7 /` o& - MOOD - / 4 /4 o (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT n SIGN Q MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE n SFR n COMM = OTHER ( /Vain , I TYPE OF CONSTRUCTION Q BLOCK n FRAME Q STEEL 1= OTHER I DESCRIPTION OF WORK I LR/ t ar; tSh l& li k 4.•In I BUILDING SIZE ( SO FOOTAGE I6 76 I HEIGHT n BUILDING VALUATION OF TOTAL CONSTRUCTION /3. Q ELECTRICAL I$ AMP SERVICE n PROGRESS ENERGY n W.R.E.C. Q PLUMBING $ Q MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION n GAS n ROOFING n SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA I QNO 1 imalwz F arJ // BUILDER J(��( COMPANY I ein / �/ed SIGNATURE t 7 isi- REGISTERED 1 Y/ N I FEE CURRENT 1 Y/ N Address ( cl nhW//l/S P,1is/l�7"A Z/ei� /$ 1 License # I dif46f , � , ELECTRICIAN � COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N I Address License # I PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I I License # I MECHANICAL COMPANY SIGNATURE , REGISTERED 1 Y/ N I FEE CURRENT I Y/ N I Address I 1 License # OTHER COMPANY I SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/ N I Address I I License # I RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for 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 & Contractor sign back of application, notarized H 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 (PIot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW • i 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, 1 certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District- Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency- Asbestos abatement. - Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V unless expressly permitted. - If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, 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 induded 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 / ki1LLG � CONTRACTOR ) i Subscribed and sworryto (• = ' ii ed) before me this Subscribed and sworp t oLaZrmedl before me this by Org 'erbe by t're_c Ade.,eme, Who is/are personally knofal to me or has/have produced Who is/are personally krfefan to me or has/have produced //////1 //� as / i � de / ntification. � ( // /� � .y y)as identification. - /`� . Ca-d. Notary Public _! ` "' `� \ Nota Public l Notary C p mi - C scion No. Commission No. Name of Ta ° N � en ae st p e d - ' / n � Kited or `8m( t o r g u ilc State of t i o r d a f c on 'Va r otary Pu Sia e o ■ ., Bruce A Asbel � m of Nota yped i ? -tip ti A Commission DD566784 M 9 Co n DD56 'f _or F- Exulres 06/22/20.0 ° xolres 06/221205 __ _. . i 11 1111 11111 1 1111 1 1111 11111 111 11 11111 11111 11111 11111 i 111 11 11 NOTICE OF COMMENCEMENT 2009185520 . * Permit No. _ Rcpt: 1280188 Roe: 10. DS: 0.00 IT: 0.00 Tax Folio No.dil a / - 003o - QQ000 - -1 %0 12/29/09 Dpty Clerk THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. (1'1Ftsettbe . OMty Cow wn.. - �'haee. Or e.76 3s Ns 101- Lor514to l .Description of property (legal description): Tht t7t INCA. or 4f31"Pts$1 a) Street (job) Address: 3$14 1-4dos1, . - gloc .? It_y -r__k 11 r _FI � ___ - -! _ 2.General description of improvements: ,_She1itySCh: ran -RootvY — ---- - - - - -- - -- - - -- 3.Owner Information Noe- Fi- III a) Name and address: 1,941 b 5 &Ng/43/100 570 13 - 3 At) Sda>k119113f he R5 943 _ _ I-. D b) Name and address of fee supple titleholder (if other than owner) N D c) Interest in property _ _ — to cri 4.Contractor Information — � z a) Name and address - >*M ($rts{trtudion t(oasmbrrts$ri g C�f' A. Zepluir6,,l�s F( 53543 O m R b) Telephone No.: 13- ?$a 101.t} Fax No. (Opt.) $ ?1565 5 5.Surety Infornation n-s a) Name and address: N b) Amount of Bond: ° c) Telephone No.: Fax No. (Opt.) '"' rn 6.Lender a) Name and address: 0 m Fes"' 0 Phone No. t" 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: o a) Name and address: 0) 1 b) Telephone No.: Fax No. (Opt.) m 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( 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 OFVgvr CD = oa r n Notary Public State of rlonoa 0. • / ' ` eCa2_ • Bruce A A sbe1 Signature, of a ' r or Owner's Authorized Officer/Director /Partner /Manager p My Commission DD566784 / ^� _ or Expires 06122/2010 _ a Name Nae L � The foregoing instrument was acknowledged before me this c 1 day of CI✓ ,2o0 ' , by 4 1 ` in "e' as (type of authority, e.g. officer, trustee, I attorney in fact) for N lie - ,L f j L L Q. (name of party o h half of whom instrument was executed). Personally Known ✓ OR Produced Identification Notary Signature / - ( 7 L Type of Identification Produced Name (print)Zv / C 10,5c L 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. /� C.AfL FORMS 'NOC,rvsd?007 , o , V N, ', C r - 4 . Ito ■t . Y � 4 Qh�_ 4 ' a Snack A Asbei SignaturCOQS jrJlatural Person Signing tin line #! 10.) Above My C �° ommission DD566784 4. , ,, . 47 06/22/2010 ,_,.. ` ^r X4025 Morris l3ri s. • �, k� dge Road „Mrs r.,/•••'' *x Zephyrhills: FL 33543 • U t • 1 .J w ° : � , z , � Eiji,, '':;',ION: • , '',St:' ' A " . \ ph on e .(813) 782 -1064 " k !r w ._r rt l? i, r fill 5,0421 ' ' j J'" J 3 .F.1X 81 � ` ( ^ 3) 715-6585 pb ' r b 5 , .r r � A r •- r � 4 t T T o 1 I ree: (800). -1206 T ppu ,, PROPOSAL SUBMITTED ' .MN oNE - '' n r , , ���3'1/I r / ' ./ !,/iJ,1t s y t f ry / ) K STREET .' ` /, " J e a � ' / l T ' 1" J i " C ITY STATE and SODE v � s • IP C f / .t ; v !vM m e t CIO °s / / /� % 1 _ 1 ''� .i.i'.. /; : : : , ;e2a t { A ^ x ' *:; . .. Zr ,t 2 W x >r , v . • ARCHITECT DATE OF PLANS h�''. r� t .tyr t A, '� ' , J OB RFIONE. ;. a if We hereby submit specifications and esbmateg for t , t t -� / f • � _ t ' e ' � t u " { r,! h� 1 • -�t .t� ��.� s't i 1.r r ' ' t r n }r r • YW t x ! t 4 - I , t w P • , . . - ..•_ � Y F r A 1 r ;hir Y , x 1 uy .[S s . t y f 4�� r`r L� ii: .. � / /� . J 4, .. A 1 � ;,;,...;',4/ t4 Y �B - V ''J Z.. ( S � , d !.• 4 ) /i'r e 4 t ' 7 tc < 4 � : ' r ° M :P1 firi xs ` V'i+ t t r4 i'� .s ` J 7 4 h . 1 p 1 (, r « ,.0 • � % '.,� � � v /�tr� � . ^ ', ry �. -"R d ys ti >. .f j i � 4" � , . � '� v • Z r", + /, . .•' :: ' 1 ' k ! n : ' r:i rif �,1 i i n ka ' L f',� . . t^ , . `L" i 1 / ) , , t . ' T ` r .{ s'+ t G x " t �.....: 4 , '�� 1 � � k R i ft` , . - ;... - ..:1, -- ...:c . 4:- . ;::::- tr • a '� ' 'r t r i c: \ ,q .� r ::' ' " r f i r. 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'.r. b � t } a{ "*3Yx rk � " �� , We pr opo •, ' ' � a " y x= .� a .. l r " %ti.. 4.'11.'.‘".:, s,4. 7rzr� t t .. 7, a 5e " Jie ,jr to fumi m and I t7orrr � ' r ,' ` � ' �, , • . , F t . , t3 C GOI'e YVIt o e �q t 3 P f s , @ t ns f the s u� ' p . , � de ir g r c v , � l� es ryy 'k�T !4".4.:.;.,;.:46i: � �;, y � 3 ' k s �. ,� ' 1 , CV . : k , t J� S : °Vt " ' � i ? Y�' v "i �, v iEµt , l.. Payment t. y ,,i # '/ "c F, 'r < ri t i Y rnbde as foileWs + dollars'' ?' •>, , ! y ',' • 1 , r r f: r fi. , > >, 7 v " ,• r v .if. . t . L ti R # gi '•' '. I t i /." in,.�m -.d ti " ,, . t A" i y N'`A S a1 1 ,-• { F . i + rr1 L ark , ) 7 lx ' 5 . J.' '�i 'r y! K F� A . q t, All material is uarant t be 'r�'k �,r'.., re T,, Sr manner material is g ing toys o s "4S o „to pp . e l e te d y in � IT o '"B r "' ' ` urns ' , ,r°t ; ;, J �RdaptvfpCa 01,te o vi pou t )3w° '� , 1_,ii t ; .,. �t , • . specifications involving •extra co�ss e t uptjn v�irter .Pd dip r �' e l an „ id5 �� °° ' y ,}i extra chargebveranabovethee pma t erne 771-3.4.-4.,,,,.. , s x } r , or delays beyond ourcon ro'.'•Owner tq c roon d oept 3., Oz ry ac . (dents , y +'r ; 11 0.p M1 ' a toma and other e s i s ra ; a r r " �' dl'µ � � No e � i� posat ma b � p ', Our workers are fullyGoveredbyVYo e bon Insurance ,+' -. u w;a 70 "wittior:9kunbbrqu Jn cc1ptedwt , � :•�^ �. � days. �,Yq� a '�� +✓ � "r s�, 3{ S : � j t;, f �' to •Acce pt ` i ancenf Propo ° = `oheabovepric spectfic ;n . , , ` " , P M d r conditions aro satisfactory are, herel?y a ccepted You;'are authori to'da the Signature' ' •,`: _ -i work as specified: Paymentwill be made as outlined above -'.':.:t.:',- i'l • i ../..2.J--11..,< L f, Date of Acceptance: Signature "C.».ctnm iKnmv ddr1>it>i ,., A# r*, R,. LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 12/15/09 B 8v H Construction Zephyrhills, FL Re: 2010 Jacobsen Mod. #: Address: 3814 Lacoste Blvd. Lot #: 149 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' 8 1/2" x 8' 2 3/8" Shed, a 13' 8 1/2" x 18' 2 3/8" Screen Room and a 13' 8 1/2" x 13' 4 3/8" Carport. The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4 ". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Sincer y, onard G. Wood 4034 The Fenway Mulberry, FL 33860 . . 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Q m 0 00000000000 0 ' i • 0 W [ ~ L V m b. O∎ N n O v1 N7 1` m a . 0 N \ . en 1 - -�-..m.. W J NOSdINIS 21 a ON3 HJV3 iv I SdYt LS 113QV3H 2 k NIW.,hX..Z Z 0 E m I- a • X w J _ v H I 1 if E. _, ,_ I I Iv I I 1 I J 0 „hZ SINS ,.£X01 a / O3N31SV3 3 . I • • ENGINEERING REFERENCE SHEET • TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION W - 1 4" CONCRETE SLAB ON COMPACTED F - 1 POST MOUNTED OVER 2 5/8" LONG X 1/8" THICK EARTH FILL W/ 6X6X l OX 10 W W MESH CHANNEL W/ 2" HIGH LEGS EXTENDING INTO OR FIBERMESH, 6 MIL VISQUENE VAPOR POST FASTENED W/ 1 3/8 "X 2 1/4" THRU BOLT BARRIER & TERMITE TREATMENT WITH WASHERS USE 2500 PSI CONCRETE MINIMUM USE 12 "X12" MONOLITHIC FOOTER F - 2 3 1/2" MIN. CONCRETE SLAB ON COMPACTED EARTH W/2 #5 REBAR CONT FILL W/ 6X6XIOXIO WW MESH OR FIBER MESH W/ 6 W - 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE TREATMENT. USE 8 "X12" MONOLITHIC FOOTER TO EXISTING HOME W/ #10X3 "SMS 24" OC W/ 2500 PSI CONCRETE MINIMUM FOR CARPORT. W - 3 4) 12D NAILS TOP AND BOTTOM OF EACH 2 "X F - 3 3 "X3" ALUMINUM POST SET 24" INTO A 16" DIA 6" STUD. IN FIRST PLATE - OF TOP PT PLATE HOLE FILLED W/ 2500 PSI CONCRETE MINIMUM USE 1) I2D NAIL 24" OC STAGGERED TO FASTEN SECOND TOP PT PLATE. USE GALVANIZED F - 4 3 "X3 "X .093 ALUMINUM POST NAILS ON FRAME WITHIN 10 MILES OF THE COAST A - 1 FASTEN HEAVY RECEIVING CHANNEL TO HOST 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 "Xl 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 #IOXI" SMS 3) 1 "Xl "X 2" ANGLE W/ 2 #10X1" SMS ABOVE FINAL GRADE. A - 5 MOUNT 2 1 /8 "X 1 1/2" RECEIVING CHANNEL TQ NOTE: HORIZONAL BLOCKING /FIRE BLOCK NOT REQUIRED POST OR SM BEAM AND MOUNT BEAM TO IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS RECEIVING CHANNEL AS SHOWN IN CHART B - 1 GABLE RIDGE SUPPORT AND CONNECTIONS FASTEN 2"X RIDGE BEAM IN SLOTTED 2 "X6" SM BEAM USING 1" ALUMINUM ANGLE FASTENED PER CHART B I11 FASTEN 2 "X6" TO 2 "X SM BEAM USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B II B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN I I /2 " "X 2 1/8" RECEIVER CHANNEL FASTENED TO HOST WALL WITH # 10X 3" SMS PER CHART BIIICONNECT 3" EXTRUDED HEADER TO BOTTOM EDGE OF HOST FACIA 24" OC W/# l0 "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 ti/Af • SOILS AND FOUNDAAIIONS . wept, load intensity and erosion t.arecteristies of el Of plain concrete footings 1 805.4.2.3 Plain concrete footings. m ' thickness pporting walls of other than 180 S.4Footings shall be designed an constructed in Light-frame fame construction shall not be less that 1 805.4F Footings 8 inches (203 mm bearing capacity of the soil is not exceeded, and mm) �0 Pled c soil. f Thal differential settlement is minimised. The minimum Exception: For plain concrete footings su Width of footings shall be 12 inches (305 mm) Group R -3 occtgrancies, the edge thiclrn Pponing tcd to be 6 inches 152 mm , rov ided css corm i t ( ) P that the footing Does not extend beyond a distance greater that the Footings to areas with expansive soils shall be designed Thickness of the footing Cal either side of the suppo,�� Wall. In accordance with the provisions of Section 1 805.8. 1805.4.2.a Places meat of concrete. Concret footings 1 805.4./ 1.1 Design loads, F shall Shall not be placed through wa:P,r unless a tremie or other the 8 most unfavorable effects due to combined of for method approved by the build' ,fcial is loads s m g HfJ s ere pecified in Section 1605.3, The dead load shall in- placed be ttmder or in t presence of means to ens a mini- clued the weight of fotutdatiens„ footings and overlying shall � deposited by approved means t ensure mini Arc Reduced live loads, d specified In Section 1607.9. mum e segregation of the mix and negligible turbulence 01 permitted to be used in designing footings. 1805 4.1 2 Vibratory loads. _ other vibrations are Isere machinery the 1805.4.2.5 Protection of ncrete footin Lions or through foundation, r f consider shall be given h o hs h tbe shall be protected from freezia during g "� Y`6 ftcr. and I at l design to prevent detrimental di �ccs of the soil. o be to of net less than five days theepos Water shall Not be Wowed to flow through the deposited cancreu, 1805.41 Concrete footings., The design, materials and coo- struction of concrete footings shall comply with Sections ermitt Forming g ns t the a th who c f in the are 1 805.4.2.1 through 1805.4.2.6 and the provisions of Ch Pitted W be east against the earth where. in the opin- tcr 1805.42 ape ion of the building official, soil conditions do not forming. Where form8 h shall in coin b require acc irc dance with or- Exception: Where a specific design is not provided, con- a 6 of ACI 318. Crete footings supporting walls of light -frame construe- uon are permitted to be designed in accordance with 1805.4.3 ru ction o tutu footings. The design, 11 comply Table 1805.4.2 and construction of masonry unit footings shall comply with Sections 1805.4.3.1 and 1805.4.31, and the provisions 1805.4 2. I Of Chapter 21. 180 have a specified oete . Concrete in footings Se than a counttcompressive strength (f c) of not Per square inch (psi)(17 237 kPa) so y - arm: Where s specific o r d ng design w a l s of light -6a u not provided, on - Al 28 days. munit footings supporting walls con St salon are permitted to b designed in accordance with 1805.412 Reserved. Table 1803.41. 1805.4.3.1 Dimensions, Masonry- unit footing shall be laid in Type M or S mores complying with Section FOOTINGS SUPPORTING W TABLE 1805.FOOTINGS AL S OF LIGHT -FRAME CONSTRUC71ONa.b.c.d NUMBER OF FLOORS W IDTH OF THICKNESS OF SUPPORTED BY THE FOOTINGS• (inchFOOTINGS FOOTING es) (inches) 6 6 3 For S I 1 inch = 8 25,4 mm, 1 foot 304.8 mm. a. Depth of footings shall be in accordance b The ground under the floor is permitted t with Section 18052. c o be excavated to the elevation of the top of the footing the tifw table, and to be supported by isolated footings. The footing width and length shall be twice d. For thickness of foundation walls, see Section 1805 5 not more than 6 Fat on center. c Fob are permitt to a roof In , , Shall be as required fors porting one floor. what to tfic stipulated number of floors, Footings supporting root' onh ( Plain concrete footings for Group R -3 occupancies are permitted to be 6 inches thick i•luilua I.UUC V1 11111V. rQgv 1 01 L VLOStat)01 '41k i ►"" I l� • • .. OVA HOEaE A60Ut pCA EC VRGGAAIIH COMM 0G4 BCIS Home Log In User Registration Hot Topia Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search - tr, n i:) Product Approval ,„ USER: Public User Community • Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail t�uanir .: FL # FL7561 -R1 Application Type Revision s Code Version 2007 r Application Status Approved Nr Comments 1 OF ThiE Archived • Product Manufacturer Elite Aluminum Corporation Address /Phone /Email 1801 NW 64th Street R. Lauderdale, FL 33309 (954) 491 -3700 bruce44peacock@aol.com Authorized Signature Do Kim dk@dokimeng ineerin g. net Technical Representative Dan Cooke Address /Phone /Email 1801 NW 64th Street R. 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 Ind pendence.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 http: / /www. floridabuilding.org/pr /pr_ app_dtl. aspx? param= wGEVXQwtDgsgJkzX72BeuCe... 4/2/2009 Honda tsulIaing Loae unllne rage 2 or z 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 "x2lb EPS Composite Panel, j Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R1 II Elite Installation dwg_R1.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 Evaluatio 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. Beck I I Next DCA Admmistrstion Department of Canentunky Affairs Ronda a.iimnp Coda Paine Oadas and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850)487-1624, fax (850) 414 -8436 8) 2000 -2005 The State of Florida. All rights reserved. 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I 12 I gA t1 Q J 1� Rl Li" cu CD W ^ i - 1 $ 4 •� l l l 1 D ' i ' 0� LL °3 a s o3 c� - 03 as ., S � i _ W J Ja Xx__, JA X - 1 co ;S- U m-. ° tYO 0:3 t;3 I.__ J O , J JO J ,JJ J � ¢ a J Q a J � Q J O I W ^' — d N L ,. a 0 W Florida Building Code Online Page 1 of 3 ' r rOCANOI - ABOUfDC4 OCAPRoapaus CONTACTOCA ' r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search C)* s Product Approval t4 r !t USER: Public User fiPit ../ Community b Affairs Product ADDrOVaI Menu > Product or Application Search > Application List > Application Detail MENSESSIIMIEMINEES tcOM uNtiYpt FL # FL1722-R3 Application Type Revision qtr Y Code Version 2007 Application Status Pending FBC Approval MANAGELtErfr :; Comments ►t ce OFTHE 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 infoQptc- 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 r 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 It Model, Number or Name Vi nyo 1722.1 402 -14 l 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 I Other: FL1722 R3 11 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 1722.2 402 205 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 402 205.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.3 1407 Vinyl Steel Out - swinging Regular Door - Blank (no window) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 407.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +50/ -50 Installation Instructions Other: FL1722 R3 II DWG 407.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.4 1430 W9 Vinyl Steel Out - swinging Regular Door - 9 -Lite Window (1'8" x 3'0 ") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 430 W9.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 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 1 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 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 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 Date 1 Impact Resistant: No 11/20/2012 Design Pressure: +65/ -65 Installation Instructions 1 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.pdf 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 '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.pdf 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 r Back - 1 ( Next DCA Administration Department of Community Affairs Florida Mudding Code Dolan Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. AS rights reserved. Convrioht and Disclaimer Product Approval Accepts: ®®M 0 vensia. finned E: 1 :- , 1 . % E... . D =v rl 2 0 D o y m0 GI 2 x V rii 0045451 r ell • a 1 } T ! 0 4D 1 j 4D a a Z 4D 4D _ ' � L J 0:1)410411) * y T 7D O WI - a x rn .., ± 5 v x O m ai x N n a�- N ' � =e 2' f) W 2 xi m N T m N T d - Z I N z C x 7 o 0 RI o < � N m. m < r 1 o Z ; m L.. J 0.6C N=C 0 �� �; 0 .9 � IT � � � z 0 _ 2C 0� �N Q D7 . y 2 0 0 x n Z m <o aox c A TA -� y N Oz 0 7 2 N - I o co o co PROJECT XIDF04O3 EUXIR INDUSTRIES APPROVED •Y. CATE: 1300 POPE DRIVE INN' E. Wlrr pyt0O3 P . DOUGLAS. GEORGIA 31533 1r "NON•IMPACT MODEL 402.205 015 VINYL LAMINATED STL DOOR �` ELEVATION 5 ANCHOR LAYOUT S ! Ham um .44t: a35 SML 05/1408 PTC, LLC yj,ta, 010100G L t53S I o CopwN • nta 295 C25 N.T.S. EL 13a1002 MI R C��wr M weyrm M0. MI5 Hr�]tt.M 11Er. a�lR 0,v Caacsn. Pr 311.100.1710 - 2 OF 4 Dm r . c � N+ ' m N m m m Z m A A is � A � ~ p m o , s { M a m m r= _ • A C ,gyj Z m c- m NcAt ts. - 0(01 1 8..t0 A ! 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At A pmt m • m H b I p X P?' m y C 1n > T - a§ mm m- m PO Z t � + t� mg y1 ; I > 9 hi QI" �D y M2 C m; 1-41 T Zg p s b g .< I 4 5i ii it 0 m i ig p m Sn Ny S m n H b z � � O g ;o . * 0 0 O Kg PROJECT/J09d03 EMIR INDUSTRIES wmovimi T: opav Paul E1/404 1300 POPE DRIVE Pad E. Warner 05/1409 F4:14 Na. DOUGLAS. GEORGIA 31533 1 1me NON• IMPACT MODEL 402 -20S OM VINYL LAMINATED STL DOOR GENERAL AND INSTALLATION NOTES 1' owno 94 14 .as.Y: G1l, to SMC 05/1409 T C, LLC �.YC� N.T.S. SCALE: Da.vaw 1515 EUX0002 k. 4l eras, e 4 alle C15 ELI RotWapa. floras 72965 WM T... C..rc.. a..u..u.. arw r i 6',n. s,tFT: t OF 4 REV o[wro.w DATE 11 + . Cn to y O m Oz A/ C -$ -4 a x z m � p Z m 9 z 3 0D z0 0 z �� � m R - I n C ) A g O? 91 ' m a m z Q7 Zx T Z CA xi - w m C ail � ^ o� ddl. X - , -- r 11/ a 111 i V/� r ' y _ ? H V1 z C owl d ye "� z� m� Z p t - D►� to S ,$ /,' 2 z �a � _ N i i� Z.! m� 0 Z 0m ? � m m i r m m m y 2 O; > D i g 2 m 74 Z = L___ f pc K S? 2 mT 2E 0 c a , 2 n T----1 r z o a O x Cn 1/ �' (13 A O m * py O -4 tit E1 ;—I m y A �� 1 -1 m O ; 111 6W d 2 i= �o y< I N i i mcAN OCO >Pr z 0 A o r o ! ill oo =A C iiiiiiirsj 5 Z -I m mm� A � O A Z � � m ; 1 + co 4) a� A Z s m r:J m 1. m • 2 f'1 y c • C -Ni= 2 m T rn° PROJECT 0I00040 ELIXIR INDUSTRIES APPROVED BY: DALE: "nwtE. _ 1300 POPE DRIVE PRA E.WI3W 05/14,16 J9p ,1. DOUGLAS, GEORGIA 31633 ""NON-IMPACT MODEL 402-20S OIS VINYL LAMINATED STL DOOR VERTICAL SECTIONS 8 GLAZING DETAIL 44m um sr DRAWS t SV: DATE: /� of $MC >;0.�: OSI10:14/00 S TC. LLC puw.IG 1303 N. Cogswell Stowe �. Rln.t Su �7s N.T.S. ELI X0002 .E c.wk.s W *.3 ta*a. NO 73•35 35 ra 332:1."11= w�: s�ctt: .. 3 OF 1 DATE sr J!v OfiC1MTO. Z Or tn ca y ;y > m m y • :2 5 O v>= b g { 0 3 M 3 z S It M O • m• O 3 Z y 1 ? � I y 3 f m C -1 D O v r� T A� urm N 3 O Z A� C1 �i 27c .�� -1 i rr, n y 8 ET, � my MI Yfi ..„ y'9 < o ^� C /�rl//f , ?gi z _ _ _ 72 ca O ' y � _ „ _ . 0 \ - / 1 2 x0 m y .,z m m g M P p z o f O p i 0 2 r 2 2 A A b 1 .. y _ 4 C z 1 .. l m M ? - - �� " oyyA ,- _- • C ; vAiGi� GU Z n� :I..: I t i .1 o mr m ? � ; r .-� m m z ? ewe m �c 4. cA Z co • IR i o m 2 g m Pm Fn z 0 W y o � 4 07O� ▪ _. ] 6 _. _. * -, x e. m �; 8 08 " z a r n Z - z � 00 A " 0 2 x Z z 0 ' Z �jj m to 0 55 z0 0 � A - PROJECT •309-0103 EUXIR INDUSTRIES APPROVED BY: DATE: P.0 E. Om 4 1300 POPE DRIVE PAO E. w.r mum PbME DOUGLAS, GEORGIA 31633 "NON-IMPACT MODEL 002 -20S OM VINYL LAMINATED STL DOOR HORIZONTAL SECTIONS 14 9r bRAww: ‘� SMC DATE 06/14,08 T C. SA 3"'1 OIUMMI 1333 N. cop.wu SA Suite c.s N.T.S. EUX0002 Ra^N9ye, Plaids 32956 / _ ;WI CeeWEr MMlwO:Im MD. 251.35 _ w 3�9i.M i� ^!\•: SHEET: . OF 4 DATE DT ^ ev aec,rno^ Florida Building Code Online Page 1 of 1 or°ir�r° i iit y Affair's AI 1111 ..,- '-� roc * HONE ABOUT DCA PROGRAMS Cote /AC1 OCA di � ,, BCIS Home Log In User Registration Hot Topics Submit Surcharge Scats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval in • USER: Public User Commu Affairs Product AODrovaI Menu > Product or Application Search > Application List Search Criteria • COMMUNTY PLANNING Refine Search; !Code Version 2007 FL# ALL •1. A- ING&COMMUMW !Application Type ALL Product Manufacturer Kinro, Inc oEvLOPtnENr Category Windows Subcategory *EMERGENCY Application n ry Single Hung ion Status ALL Compliance Method ALL auegAGEmEgr Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL •OFRCEOF 11E 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* .e Manufacturer FL993 -R3 Revision Kinro, Inc History Validated By Status American Architectural Manufacturers Association Approved 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 Dr* Administrating Department of Community Affairs Florida Su/ldMg Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Fiorida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: a®® G r.nar.. - Florida Building Code Online Page 1 of 2 �anwtca iEpN0.Fi17NkTNT fv` '- roc,. HOME ABOUT DCA DCA PROGRAMS CONTACT DCA - BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search /:+r Product Approval (0) p USER: Public User Community Affairs Product Approval Meng > Product or Application Search > Application List > Application Detail ♦ COMMUNITY PLANNING FL # FL2864 -R2 Application Type Revision • Housitac A ow.at"1" Code Version 2007 DevELoPmENT It EMERGENCY Application Status Approved MANAGEMENT Comments OFFICE OF THE Archived SECRETARY Product Manufacturer Kinro, Inc Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473-4421 Ext 117 ddewey @kinro.net Authorized Signature Kinard Mike mkinard okinro.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.8.2/A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/22/2009 Date Validated 03/09/2009 Florida Building Code Online Page 2 of 2 Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 !Summary of Products FL * Model, Number or Name Description 2864.1 26000 SH 46- 1/4x63, Alum, Flush mount, Tilt -in sash, IG, 1/8 DSB annealed Limits of Use Certification Agency Certificate 1, Approved for use in HVHZ: No FL2864 R2 C CAC KIN 26000 R45 46x63.odf i' Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/17/2012 Design Pressure: +45/ -45 Installation Instructions 1, Other: FL2864 R2 II Window Installation Florida v032009.odf Verified By: American Architectural Manufacturers Association 1 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back 1 r Next _j DCA Administration Department of Community Affairs Florida auNdIny Code Online Codes and Standards 2555 Shuman! Oak Boulevard Tallahassee, Florida 32399 -2200 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Cnnvraht and nisrlximer Product Approval Accepts: EN Oria t - 1 1 2A09 1.4 : 5: F: J MOBILE HOME suFPL.I 863667:r, PiziGE:2 1414( Revised Jan. 20, 2906 Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to Wow then instructions may cease the window rot to function properly. All product liability and warranty could be void. These installation instructions are recommendations oily. Local baildiag codes may impose additions, requirements, and those codes may supersede these instrnetioas. I. Rough 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. Wlndow rough opening should be IevelaInmb 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 1/9" 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. 1t 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. 1)o not remove any shipping clips (if provided on the window series being installed) and always keep operating sash eipsed and locked during installation. 1 F17. 1 1 - C 0019 14:5k f( h J .I hUJB I L E HOME SLIFPL `r' 8~.36573? . PE: 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 cheek 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 sal! level, drive the third fastener into the Center of the sill.) Drive the fourth fastener at the center of the head. Run fasteners, from one of the above fasteners, to the end of each frame member). Repeat this step until all fasteners have been inserted from the center of the vertical frame jamb outward to both ends of each member. Finish installing the fasteners from the center of the Frame Head and Sill outward to the ends of each member. See attached drawing for visual guide to fastener placement of assorted window types. Note: All fasteners should be driven straight into the window 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 arc 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 an 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 mom is left to allow the window to fully seat against the exterior wall surface. 1)o not obstruct tilting sash operation or locking mechanisms with inside trim, wood molding, etc. II. Windows should be checked after installation' to make sure that all moving panels, mechanisms, latches, and other hardware function properly. Any shipping clips must be removed prior to operation of the window. 1. The window's exterior mounting flanges should be checked after the installation to assure an all- weather seal. H is recommended to seal the outside top of window (full width) with a good quality sealant for additional insurance. J. For vinyl windows, leave an appropriate gap between the edge of the siding material and the window frame to allow for siding expansion and contraction. For large vinyl windows with recessed fms (size 72" in width and wider) Kinro recommends a sill support (minimum 1" thick) be installed underneath the projected frame sill on the outside. 2 03-11-2009 14:52 k: H .1 MOBILE HOME :=;I IPFL- FA[aE : c • K. The use of any appurtenance system not approved for the Egress window or any altea lion a of an approved appurtentmce system the window certification. The operating instructions and certification label are a permanent pert of the Egress unit and must not be removed. L. There should not be any obstruction placed, attached, or located inside or outside an Egress window which would hamper direct access to Egress Devices or encroach on the minimum dimensions for horizontal, vertical, and square feat of area required for exiting. Catalpa: Flammnable fabrics could prevent access to the exit de+►ices. M. An operational deck of each installed Egress Window or Devloe stall be made at the installation site. For HUD manufhc Lured homes it is recommended that the Manufactured Home Factory record and retain a permanent record of the serial number of the Egress unit in direct emaciation with the serial number of the Manufactured Home in which it is installed. This will facilitate correction, recall and notification for non - compliance defects and/or imminent safety hazards. N. Do not install vinyl windows an top of vertical or horizontal metal siding. Flanges may be damaged and leaks may occur. Warranty is void. d1. Flliblia A. Either r screws, nails, or staples may be used as flattener* for your installation. The fastener rennet penetrate the stud at least one (1 inch, allowing for exterior sheethiing. The pro - peached mounting holes in ow window flanges are to assist our customers who use a191 pelt head spew fasteners. Other equivalent fasteners would be as follows: 1. 6D smooth shank nails (min. 1 14" penetartion) 2. 6D ring shank nails 3. 16 gauge adhesive coshed staples, 7/16" crown. Note: Any fastener, either screw, nail, or staple that is left exposed to the weather should be of a plated type that will not corrode. C. la Wind Seri ed ?sorrel 9S melt and kg fIr Wlei,anae It: on uneven corrugated siding, e f st see should .be pieced in every bele toe ire, a proper weather seal armed the perb.ekr of the window. On smooth wood finish siding a fastener in every other bole for aluminum windows and every hole for vinyl wisdom is r+eeostaremded. When installing a window in this fashion, the installed window should be checked to ensure that the are no ewessive 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 nails or staples, they do not have to be in the holy just in the general lbcadon. D. L Wi■d Sneed ?.ernes .ils tam a„ftalla one fastener should be placed in every mounting hole to meet structursd strength. Except for the required number of fps, follow all instructions listed above. Pr.:64.41-11 se, % alp, WO 0/61 3 ito WINDOW INSTALLATION $ FASTENER PLACEMENT dark . 0 ___„.... i __ _ - ___ Q a FIMED SIDE °P RATIIS ! Q 0 SIDE FIXED LITE 4 0 _ 0 0 --- p - ==C> pPERAT ING HORIZONTAL SLIDE SASH WINDOWS Cr (� a - VERTICAL SLIDE Q Q SINGLE HUNG A PICTURE -- / WINDOWS - .- Affer inifiol fosfeeers ore placed 4-� run all other fastcaers from <-- 0 -� 0 ----> one of then to the *ad of tha member. DOUBLE END SLIDER If is recommeeded fo always start COMBINATION of Ike approsinafe teeter of the jamb. •WINDOWS HUMOR FATTENER W 111001 FATTENER St ALAMT /TAPE -- MIN ^ rtTA� i101M1► = W ` �e..� C7 I d Z d I __ AME JAN FRAME JAINI t— FR L. Z — ' ERIN I 0 X = I RI. Wu is EA ION O C) X W WER1011../ sTYD INTERIOR �� STUD F inn.. FINISH V') La.) U ,_.I -••. +- 11a• I /R• I LI ?TWA lift JAM c1Oa1 SECTIou MEAL SHOE JAM CONS SECTION Ix NITM WHOM' TRIM Wm 11TER10. TRIM INSTALLED AFTER SINDOM Page 4 of 4 IRi1au.ED WORE MINIM I 1