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HomeMy WebLinkAbout09-9941 CITY OF ZEPHYRHILLS . 5335 - 8TH STREET (813)780 -0020 9941 BUILDING PERMIT Permit Number: 9941 Address: 39815 COG HILL LP Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s):104 Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24- 26 -21- 0030 - 00000 -0750 Improv. Cost: 5,674.00 r z _ ;1 ,a 7 . .. ? Date Issued: 12/30/2009 Name: MAJESTIC OAKS LLC Total Fees: 90.00 Address: 39851 COG HILL LP Amount Paid: 90.00 ZEPHYRHILLS, FL 33542 Date Paid: 12/30/2009 Phone: Work Desc: CARPORT/ SHED/ CONCRETE W/ FOOTER 456 SQ FT B & H •NS R I•N • TRAL FL BUIL.IN FEE 90.00 ti x . ? ;. (3,,3`. ` ¢• feR -::_ b ea ,'e i- €:, . :. a : ` = p► " ... �I s DOTER 2 • RsU H PLUMB MI C • IN ULATI•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." 6 6g-- lOr !At, '- CONTRACTOR SIGNATURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER r City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: rf ��-, Date Received: 12--12 — 09 Site: 36/1/45 OD H' a Z-, Permit Type: 04 J 0,49 7 6' # d'ff"• - Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ 0 Ml s.e..f- -z-6 s- sIJF 6-e &' &) D-00 FE c q v-r-/ olocpvz ifif c_ cao_ An ( -e (CPJ - This comment eet shall be --pt with the permit and/or plans Kalvin witzer - Pl. - aminer Date ctor and/or Homeowner (Required when comments are present) 1 111111 11111 1101 11111 1111111111 11111 11111 1111111111 11111111 . NOTICE OF COMMENCEMENT 2009185519 Rcpt: 1280188 Rec: 10.00 Permit No. DS: 0. IT: 0.00 Tax Folio No. 6 -a 1- 0030 - 00000 - 0 ?57) 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 infonnation is provided in this NOTICE OF COMMENCEMENT. (11Ajes1• ►e. Dorn- m.wti.{. -i' asc. ore Pt83 Pas /D7-//.. 1.Description of property (legal description): 7 "nelenL. / /['Nato We o.' G8a5' 87 ___ a) Street (job) Address: 39$IS'eog 1 Lt�A * r1.t. j lls + _ _ 2.General description of improvements: pore t>, 1Zkiv.trnn of il.or re,{ . , G. 1,,,►rlt ores 3.Owner Information — — - — — - - — - - -- a)Name and address: I1l/C.- Fl-tt' 1 1 C,L9g 6&one'MA - al 51i- 3 DSeoll,dale, t Rr- asasL;(1gs � -0 b) Name and address of fee supple titleholder (if other than owner) is; 2 c) Interest in property o — — — XI ND to cn 4.Contractor infonnation a) Name and address - 3l' 4 dons liDa5 Morr►s -t r ►d �e - Rei • Z .jf .trh,,115 33543 _ b) Telephone No.: %13 -'2$ - ]bey ax No. (Opt.) 8)3 ?IT- la ST'S 1 .- r1 5.Surety Information a) Name and address: N�_ � m (A D b) Amount of Bond: 03 0 c) Telephone No.: _ Fax No. (Opt.) 6 cl .Lender a) Name and address: 1-.. Phone No. o °° 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: �r" a) Name and address: b) Telephone No.: Fax No. (Opt.) Ul 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section m 713.13(l)(b), Florida Statutes: A 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 OFPas C o r Notar Public State ofState of r 0 • [�/.�`►/11i f ' Q fy st � Bruce A Asbel Signature f e Owner's Authorized Officer/Director /Partner /Manager My Uommission DD566784 � jly-e.Cc.j r . .OF n• 22aues 06/22/2010 Print Name �J The foregoing instrument was acknowledged before me this o 9/ day of ) L°e_ , 20_, by d re Ap as 't �r F (type of authority, e.g. officer, trustee, attorney in fact) for Wh FL.. /� j Lke-- (name of party on , , If of whom instrument was executed). Personally Known ✓ OR Produced Identification Notary Signature L.- . 1. . 4.. Type of Identification Produced Name (print) .(J.Lv c A • A5 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. - --- FORMS 'NOC,rvad007 Notary Public State of Fonda 4 . Bruce A Asbel Signature o [oral Person Signing (in line # 10.) Above My Commission DD566784 cF a Expires 06/2212010 813- 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 , j � Building Department y / ( ,. , Date Received J ) Z -22 � e / �) Phone Contact for Permitting I - 1 / U 6' Owner's Name /wit-FL f'/ 5 .1. Owner Phone Number 7e3 - 7 57 1 I Owner's Address 1,111 14h? s . A-3//71 Owner Phone Number Fee Simple Titleholder Name c3S/ 1 Owner Phone Number Fee Simple Titleholder Address I J/ JOB ADDRESS k! d es I' * 11/ /7 , . f' LOT Si I r SUBDIVISION "nip i t, bp� PARCEL ID# I , --. 4 y -,91.• ',:+11 - LO3L7-ecocc - C Z `J d (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ® NEW CONSTR ADD /ALT n SIGN O MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE O SFR O COMM n OTHER TYPE OF CONSTRUCTION O BLOCK t � n FRAME O STEEL Q OTHER , f,/j, OA/ CDiclr*v r�t" /mod ire_ DESCRIPTION OF WORK G'd,C �j rt?� `j IW ( R,A, j s4 t t �a T, c..",ny /- i%.cr.,, . BUILDING SIZE I I SO FOOTAGE I 4 2 1 54 ° HEIGHT I BUILDING $5Z07`, /• (I° VALUATION OF TOTAL CONSTRUCTION O ELECTRICAL $ � AMP SERVICE PROGRESS ENERGY O W.R.E.C. O PLUMBING $ O MECHANICAL I$ VALUATION OF MECHANICAL INSTALLATION n GAS O ROOFING n SPECIALTY O OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA OYES nNO BUILDER � (/� t COMPANY �t f i / r�„As s T eur1-J�i�! SIGNATURE � / 3 , r j � sr v r� �, / REGISTERED Y / N J FEE CURRENT `� I Y / N I p Address I 5 / L c ' OGAZtt 3' / f z /1i//1 3-35.11. License# f C',0ec'�'' ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I I License # PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N I Address I 1 License # I l MECHANICAL COMPANY I SIGNATURE , REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N I Address I 1 Ucense # 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 subdivisionsllarge 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 S2500, 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 NC Fences (PIoUSurvey/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 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. 11T OWNER OR AGENT CONTRACTOR ( 4.4,44 nd swop to (or affirmed) before me this Subscribed nd s affirmed) before me this 1.:3-al -01 by ($.V& f�rrhY� ,)-ti /-07 by 6' 9 fi - e>b� who is/are personally k to me or has/have produced Who is/are personally knoi t3 me or has/have produced as identification. as identification. l?"'t Notary Public r r . 0, Notary Public Commission No. Commission No. giuC/ , . / F L U / A . rS I� 1 L Name of Not n hi e 4 ..,;,»e.+ roped, u.,, z _ - :.._:.„ Na a of Nota ry typed, Printed or stamped—, ® A p r n Notary Public State or Florida rotary Public State Bruce A Asbel .' - Bruce A Asbel a ; My Commission DD566784 °e My Commission DD S Tor _1E206/22/2010 ires 06/22/2010 oF °� Expires 06 /22/2010 4025 Morris Bridge Road Zephyrhills, FL 33543 ,, • CONSTRUCTION Phone: (813) 782 -1064 of Central Florida. inc. lax: (813) 715 -6585 I Toll free: (800) 224 -1206 PROPOSAL UB E' PHONE i S O.31 DATE _ zs-"47 STREET SALE AN eiheo .4,0 CITY, STATE and ZIP ODE J B L ON m odeid t c a ARCHITECT DATE OF PLANS JOB PHONE /- la- 7/9 We hereby submit specifications and estimates for: fol l. �n.� 4 x �� , Ja .Await zazO A rrddAt_ XM' ' .4 . . , 2.� S. dxqi' 4'7 .449 6, vale • 7, .efrste/ 444.4: "(.5-‘7•00 1 We Propose here• to furnish materials and labor - complete in accordance with above specifications, for the sum of: t a •,a.... /.✓ . • ., Art,. — _. Ott . _ °A—. - ' / - . .4 dollars (LS / !'t ) „,,,,, Payment to be made as follows: At m I is guaranteed to be as specifie I work to be comp manne according to standard practices. ny alteration or n from above Signature , AL i specifications involving extra costs will be executed upon written orders, and will become an - - extra charge over an above the estimate. All agreements contingent upon strikes, accidents Note: T 'S p a posal may be or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. w ithdrawn by us if n • - Cce ted within days. Our workers are fully covered by Workman's Compensation Insurance. Y P Y s. ■ Acceptance of Proposal - The above prices, specifications and conditions are satisfactory are hereby accepted. You are authorized to do the Signature �� &_ ' / ......_ — work as specified. Payment will be made as outlined above. 4 4 Date of Acceptance: Signature " Custom Home Additions At Its Best!” LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 12/16/09 B 86 H Construction Zephyrhills, FL Re: 2010 Jacobsen Mod. #: Address: 39815 Coghill Loop Lot #: 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 6'x12' Shed and a 12'x32' 3" 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, iyi Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 'it I l . . . . . . 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ON3 HJV3 IV 1 SdYILLS 1130V3H 0 O k NIIN ,.#X -Z -Z O - a r X Lo J 0 1 z I[11 � I J O,.6Z SINS 00(01 # /M 03NaLSVd 3 ENGINEERING REFERENCE SHEET TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION W - 1 4" CONCRETE SLAB ON COMPACTED F - I 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/ 6X6XIOX10 WW MESH OR FIBER MESH W/ 6 W - 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE TREATMENT. USE 8 "X12" MONOLITHIC FOOTER TO EXISTING HOME W/ #10X3 "SMS 24" OC W/ 2500 PSI CONCRETE MINIMUM FOR CARPORT. W - 3 4) 12D NAILS TOP AND BOTTOM OF EACH 2 "X F - 3 3 "X3" ALUMINUM POST SET 24" INTO A 16" DIA 6" STUD. IN FIRST PLATE - OF TOP PT PLATE HOLE FILLED W/ 2500 PSI CONCRETE MINIMUM USE 1) 12D NAIL 24" OC STAGGERED TO FASTEN SECOND TOP PT PLATE. USE GALVANIZED F - 4 3 "X3 "X .093 ALUMINUM POST NAILS ON FRAME WITHIN 10 MILES OF THE COAST A - 1 FASTEN HEAVY RECEIVING CHANNEL TO HOST W - 4 GARAGES AND UTILITY ROOMS WITH WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR ALUMINUM ROOF MAY ELEMINATE BRACING #10X2" SMS 24" OC IF HOME HAS FACTORY IF STRUCTURAL GRADE THERMOPLY IS USED- ATTACHMENT BEAM NAILED 3" OC ON EDGES AND 6" OC IN FIELD A - 2 FASTEN SCREEN WALL TO HOST WALL WITH W/ 8D NAILS OR USE 7/16 "X1 1/4 "CROWN #10X3" SMS OR #10X3" TAPCON ON CONCRETE STAPLES AT SAME CENTERS. WALLS 24" OC W - 5 2 "X6" PT BOTTOM PLATE ANCHORED TOCONCRETE A - 3 2 "X_ SM BEAM THROUGH SCREEN ROOM SADDLE W/ 3/8 "X3 3/4" WEDGE ANCHORS 24" OC SCREWED BOTH SIDES W/ 3 #10X2" SMS W - 6 SIMPSON H -3 AND H -2.5 HURRICANE CLIPS OR EQUAL A - 4 2 "X2" CHAIR RAIL CONNECTOINS TO UP RIGHTS ON TOP AND BOTTOM OF EACH STUD TO PLATES 1) INTERNALLY SCREWED W/ 2 #10X2" SMS NOTE: ALL WOOD WALLS MUST BE A MINIMUM OF 6" 2) INTERIOR/EXTERIOR CLIPPED W/ 2 #10X1" SMS 3) 1 "Xl "X 2" ANGLE W/ 2 #10X1" SMS ABOVE FINAL GRADE. REQUIRED A - 5 MOUNT 2 1 /8 "X 1 1/2" RECEIVING CHANNEL TO NOTE: HORiZONAL BLOCKING /FIRE BLOCK NOT RE Q POST OR SM BEAM AND MOUNT BEAM TO IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS RECEIVING CHANNEL AS SHOWN IN CHART B - 1 GABLE RIDGE SUPPORT AND CONNECTIONS FASTEN 2"X RIDGE BEAM IN SLOTTED 2 "X6" SM BEAM USING 1" ALUMINUM ANGLE FASTENED PER CHART B II1 FASTEN 2 "X6" TO 2 "X SM BEAM USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B III B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN 1 I /2 " "X 2 1/8" RECEIVER CHANNEL FASTENED TO HOST WALL WITH # 10X 3" SMS PER CHART BIIICONNECT 3" EXTRUDED HEADER TO BOTTOM EDGE OF HOST FACIA 24" OC W/# 10 "X3" SMS B - 3 CHART FOR FASTENING SM BEAMS TO WOOD AND SM BEAMS TO ALUMINUM MOUNT 2 1/8" RECEIVER CHANNEL FOR SIN E SM BEAM MOUNTINGS (4471//2Ark SOILS AND FOUNDAA11ONS Csrudhent, load intensity and erosion characteristics of slope 1805.423 Alain concrete f Material Of plain concrete foe • ��- The edge thickness walls of other than 18 S. 4 Footings shall be designed an constructed in (203 mm Light - same construction shall not be Icss 18owa4F bearing 8 inches 0 8 capacity of the soil is not exceeded, and ) planed c soli um Exception: For plain concrete footings suctioning That differential settlement is minimized width of foot' The minim Group R -3 footings shall be 12 inches (305 mm) oxt led to be 6 inch gta the edYe thiclmess is D on ti n es (152 mrn),provided that the footing Docs not extend beyond a distance greater that the Footings to areas with expansive soils shall be designed Thida cJS of the footing ,',21 tither side of the supported In accordance with the provisions of Section 1 805.8. Walt 1805.4.2.4 Placement of concrete. Concrete footings 1 8 05.4./1.1 Deli loads F Shall not be placed through waif,: unless a tremie or other tbe moat 18 5 4 unfavor � s hall lx d ens of for method approved by the building )fficial is used, Where loads specified in Section 1605.3, The dead load shall in- placed ands or in the presence of weer„ the clads she weight of foundations„ 1 ens„ footings and d shall in- shall be deposited concrete by approved means to t urb l e n t Are Reduced live loads, as specified in Section 1607.9. the segregation of the mix and negligible ntrb+ilrncx 01 Pitted to be used in designing footings. 1805,4. 1 Vbrato loads, 180 4. ry Where machinery opera- 1805.4.2.5 Pro other vibrations are transmitted through the Protection freezing ezingte. during depositing footings foundation, or consideration shall be given b in the footing shall be protected from period of not less than five Ong durin8 fou d to prevent detrimental hl depositing an for disturbances of the soil. Not be allowed to flow fe Wad shall 1805.42 Concrete footings, through the deposited oaocnctc. t3s, The design, materials and cm- sbvction of concrete footings shell cam 1805.4.2.6 Forming of corxrott, Conk footings are tructi 2.1 ply with Sections permitted to be east against the earth _ through 1805.4 2.6 and the provisions of Chap. ion of the building official, soil conditions do not oP ter 5.42. 2. forming. Where forming Is require dance with 8 end it shall b in acoor- Exception: Whore a specific design is not provided, car Chapter 6 of ACI 318. Crete footings Supping walls of light - frame eonstruc- don are permitted to be designed in accordance with 1805.4.3 construction Masonry-unit footings. o design, 11 cot pl Table 1805.4.2 and eorstruction of masauy -unit footings shall coonply with Sections 1805.4.3.1 and 1805.4.3,2, and the provisions 1805.4 2. I Of Chapter 21. Sha a specified on ete oncrete in footings hall have compressive strength Less than a compres c) of not Per square inch (psi )(17 237 kPa) so arm: Where a supporting ng design wal s of light -frame con- u not provided, Al 28 days. my -unit footings suporti walls Sbuction are permitted to b designed in accordance with 1805.422 Reserved, Table 1803.42. 1805.4.3.1 Dimensions, Masonry -unit footing shall be laid in Type M or S mortar complying with Section TABLE 1805.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT- FRAME CONSTRUCTIONe.b.c.d NUMBER OF FLOORS WIDTH OF THICKNESS OF SUPPORTED BY THE FOOTINGS+ FOOTINGS (incheess) ) FOOTING (inches) 6 111111111111111111111101111.11111 6 3 For S 1 1 inch = 8 25.4 mm, I foot � 304.8 mm. a. Depth of footings shall be in accordance with b 7bc ®otters under the Boor is Section 1805.2. c permitted to be excavated to the elevation of the top of the footing. the 1 �� t0 � supported by isolated footings. The footing width and I ength >� spaced not more than 6 Fed on center. shall be twice d. For thickness of foundation walls, see Section 1805.5. c Footings are permitted to support a roof to addition to the stipulated number of Boors F Shall be as required for supporting one floor. Footings suing roof oru� f Plain concrete footings for Group R -3 occupancies art permitted to be 6 inches thick . . R.\ A Frojeas \ Project Folders \ Fre, 120.i.-.i 3001.P, 4258 \D RWC Da , ings \i'..4.334 \F.-9334 dy,g, FL i� 8 ? y 7 m-cwoz.g t ' 1 8 : t • - ' ,, ,t , R - g - ( il P-. T a " c, 9. 8 `-' 5 Z. "7 4 8 7, 3 ..:-. .' . 0. ,-- P:e 2. ' 4 - 8', R e, 6 ' 2 c 'i a F. . .. 'a 5„ p.„ N. . : . GI: ci ,•?. F.. s -- 6 a i., .- g - '. g 4 , 1 m iT! a_.,. n . % - • -i :' F t-. 2 R 0 a 4-, @ -, m e" g = 0 -...... 1 _ 1 4 . 'g ' r ik n e c E-' 2 - r d x m ,....,-- x • ' p a, ..2 i., 4,' 3 e a =,, a k 3 3 3 3: R 8 8 -4 7 i 6 aw.1 7Q:. ,,, a B- g a g @ -.; ,- 2 . ...; i (' o § g t 5' 0 8' a g - g g g g o'-g.?-0?- —_,- 7 ,-- 9 1 1., p ; - F, '-'. .. 1 1 ; ; ; ,-, tz.- g s' 15,'2 V,0-q › . ! i 0 ex ,c ,--coocinc4,P a ? p ,a p & n al 2 r'd § § -‹ , 1 c as 0 RI rn v) A) x ---1 8 al.e §,■.'Se.::_:■-:::::-:',€t'E a .- ..,, -0 - 0 .... > 3 a 1 f i XXxxxxfaa > 1 g 2afg PPPP flotne) 1 • g R' R 0 -ri m r- „.-:./_-_- : :::t a 1, i R '' T 4 a co i ..,.. ; g a4, - 7 1 A $ s I E cl 2 -RRRQ gv 1 8 g.R. 3, 3 4 5 5 —0 ct ..0 ti.. cE g lica. 3 3 3 3 a 3 0 n c n E c > ,..... . i g 3 . 8 8 8 8 "8.. 8 .g,g g g 1 g • - z • . ! N , 8 - " f '"' ' q" E E 5 5 a r -- E i,• : **It t 1 .-.,„qe$ R gl co ni ai fa "L'OV z 0, 0 ).. 1 t o 3. CO i ; 1 I ) I 1.750' k,_ 2.250* 0:710 • ---I 1—. I I I 1 , r . : ___..,--... c — ----;--- f---...)_- T i r* 1 _ 7 - - 1 t i I 11 j_i I 1 - T . ; i T = 1 I . P a I --C V-.V... I 1 1 EA ,0 '1 . i . 31 1 CO .■.1 t V 9. ! 1 I ll 1 1 __. 1_14 - (1..075 - 0.075' I 8 I cn ! ....., 1-- :075 ' 1 i 1 - I ! 1' L a q Igi L 4 1 m ii■ 73 ... i „, -0 . • 1 f g' 1 .6 i St 1 IA 1 z . X ,. 4.--0, m 1 c S E i r 5- 4.n ir- kg I I I ( k k 2 ■ lici 1 7. X 6 E I> j ET7 x i .--: o , ":- , P _ x 1 „,..----"-- ----„< 1 . I -.I ■-.., 0 1 a 1 1 I n., , , .. t 0 I= _' I LP \ 1 1 1 _2_ 1__i --___J __,.. _l____ ___. I 1 1 --- 0 ---2- ,------) ..” \ I i al 1 V i-- 0.29i 7 ‘ ti lari! ! \\.....,- .,--0.2 ; J.--0505 . i t i \,._____ •-- _, -....., i , \ 1 / ....— _1 P 1 i p i I i • 1 ( I '7r Tq ) t 1 ,--0 „,5 ,,, 1 6 1 -- - - 111 5 ---r------- -7, _ --- 1 - 3 -- c ,,, ,rnentz ReaRnrati Ily: I ii 1Z1 Ek - , i H I 1 i 7 1 iNUM ROOF ALS iNG PNE .'R,W I - ALUM ._ • L., :. z `.... Pee. Me, 613_ 1 ). i ‹.. • FART OR ASSEMBLY: — Florida &lard a' Preface/8ml 1 -- --------_______ , _ , ,, NO. DATE ,, DitRn- M.AES & SECTIONS k Corelflech, Of krtho / N. 9813 . t- 7 - -- - i- 2 6 I REVISION.S Schmidt 4.140* 0 2006 R.W. eulLot NG CONSULTANTS IND Florida Building Code Online Page 1 of 3 ton,nie" Ise f roc. ..ow Aaaurnea ACAIiR06RRN9 COMMA= -n.. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search 3 Prod uctAProvaI USER: Public User f l pi 0 / Community Affairs Product Approval Menu > Product or Aoolication Search > Application List > Applkation Detail Ot��tliiitTl,PlANInNO FL # FL1722-R3 ' Application Type Revision IMMO ENYtNiNU!@EY Code Version 2007 Application Status Pending FBC Approval EM Comments toPCICEOFTNE . Archived Product Manufacturer Elixir industries Georgia Door Division Address /Phone /Email 1215 Pope Drive Douglas, GA 31533 (770) 459-8183 bpowers@elixirind.com Authorized Signature Robert Powers bpowers@elixirind.com Technical Representative PTC Address /Phone /Email 1535 N. Cogswell Street Ste. C25 Rockledge, FL 32944 (321) 690-1788 info @ptc - corp.com Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/18/2009 Florida Building Code Online Page 2 of 3 • Date Validated 07/16/2009 Date Pending FBC Approval 08/12/2009 Summary of Products FL * Model, Number or Name Description 1722.1 402 -14 Vinyl Steel Out - Swinging Regular Door - 14 "x14" Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 402-14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +33.3/ -50 11/20/2011 Installation Other: Installation Instructions 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 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.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 1 407 Approved for use in HVHZ: No Vinyl Steel Out - swinging Regular Door - Blank (no window) Limits of Use Certification Agency Certificate 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 11 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 Approved for use in HVHZ: No Vinyl Steel Out - swinging Regular Door - 9-Lite Window (1'8" x 3V") Limits of Use Certification Agency Certificate 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 Steel Clad In -swing Door with Fullview Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL1722 R3 C CAC 6400- W9.odf 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 1n -swing Door with Full View Storm Door i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 8500-OVAL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Florida Building Code Online Page 3 of 3 • • Impact Resistant: No 11/20/2011 Design Pressure: +65/ -65 Installation Instructions I Other: FL1722 R3 I1 DWG 8500.pdf 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 F11722 R3 C CAC 17024 9000 IS.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2012 Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 II 9000 series door.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.odf Created by Independent Third Party: Yes 1722.8 19401 -W9 Steel Clad In -swing Door with Full -view Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 17024 9400 IS.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 1STR 7000 Oval Standard Residential Door with Full -view Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC STR 7000- OVAL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +60/ -65 Installation Instructions Other: FL1722 R3 II DWG 7000.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 I Next DCA Administration Department of Community Affairs Florida Building Code online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Coovnoht and Disrlaimrr Product Approval Accepts: NIM Co W cored s�crrN W,;,„ p, I • x --1 x tri n o � qq D e y x 00 a x E V MI 404)4545A r o 1 1 8 a • 1 j�S�j (� T ii Sc z 4D , 4D = � D '.1 ;: —.1 4D k litille 5 . c L 4)4D4D x rn m �"±2 �0 x D le' b 8 2y X Q � CA . . . 2 e t 14 in i i P R 0 A _ Z - T rn N . Z r to = o o —� y 2 O O 0 m! ^' m < t1r L. _I 7 r Z e rnm q2 p o m � � � ; I L 0 0 . 12 E n >c Vin' m � y c A y y 0 2 m 2 - co P O co PROJECT 40308A103 ELIXIR INDUSTRIES APPROVED my: DATE: 1300 POPE DRIVE PRA E. WARR OS114'OY DOUGLAS, GEORGIA 31533 Irm NON- IMPACT MODEL 402 -20S O/S VINYL LAMINATED STL DOOR � /` ELEVATION IL ANCHOR LAYOUT S % Elvreo lit •.A11. F: Q 1E aMithaffill 5MC 05/1408 PT[. «c Arni4r � SCAM DRAWING NO. 1535N ocklsa .. Re t]s N.T.S. ELIXODDy RocRlEapa, Florio* 11gF p... b1.EiE.ttY /WV. FM G.* MAUwmamanle0 a. _ Fr 321.100.1700 - 2 OF Acv GElG11�TM Dail VI • ~ m m mg mER x � g y ). m r ! I I I fn m Up, g.. Pp0A Mcm ~ ' x 'g y p2/ A 0 D A ;; y a " m g r0 O~ l I G8 Q O O O m O ; I!! �� !!!!!! tn L E. i !!!! ��ff et� 66 i p - -� , ' L } O F. 4 m m Z 1!! mC jj A y 4 M O � �i1 m O ti� ii 2 i C N F o Z o om -'a N 1 � y m < m m i m0Z A � §13 _ N g i 4 Z a. 02 6m0 c a > m ,r O m > y m )fi O $ 6 0 9 7+ 4 > ox Z c = �r 2 IN Y 29 Atp ,A cull tt MI 4,, �m� ° g - m Flm I i o O T. N 0 2 _ � jog yZ �; img ZAA y = a N 8m g g T. z 66 1� i- I N F 1 . 0 :. 1E; 21" t CA corn 0 ; _ m p A yA g � RV' y = - 0 - Z Nm F1 > Ail g T �"g C p l p Q R IE - q 5 § y °R N WI mt gm E0M m ; m $ 4me O :Zty -, y � Ay m > --° mp- 5ig m m c 1 41N F C l i l IF ai 2 m " m � A A 1. , m- m y r g re, PPP m> m n-i b .11 mm g m�zt � 8 g i t, n $ m> v 1 ,Ym O 3 Ng ` iz - ' _i 611 y g2 2q 51 04 m m - N 182 El n ° yym � J 3 L S Q TN D i 5 3 m C 0 e ~ O N PROJECT 4369-0403 ELIXIR INDUSTRIES MPROVEO W: mw: Pew E. W4,1•4 1300 POPE DRIVE Paid E. W5.51 mum fbl a. N9. DOUGLAS. GEORGIA 31533 1 ffi 'NON- IMPACT MODEL 402 -205 O1S VINYL LAMINATED STL DOOR GENERAL AND INSTALLATION NOTES Fromm En b1UYw4Y: w7t: J C SC 05I 1 63a 7 5 0 0 q N.T.S. WALE .. M•w.0 w: 0*6.09 n 6,04, 955 C25 2 F.LIX0002 ROdJ.Op., 37963 " " sty, S40Ir. F. GNI.. 4.4haaa n PO. 25r15 P.5 3110m.1RM 1 OF 4 RP/ DE.WTgw MR .Fan y , ym rnw 2 p m $F, 02: N 3 T1 -1 3 x p� y 0 I•4 3 z a1 ` p L Z m c m f z -< =p 2 m 1-+ �0 m • C-- 0 .24 m _ 2 T� = g m m Z y m zx y ti ,� gr p it ' 8 ,P4 i — NI • i i9 --4 C � ...4 `j Z , S to_ zm S ow RI m co E p 1- m m0 S 0m > �m 8 �i o ; m mm z o x 74' co h1Z P E m m C) = L__. — o r r -? $ m�x C . r > � — 7 L -' m y Pwl r A o 0 x �( � rn C 0 m N p y 1rtT�1 I p� )'C m c c m T � Z m - n Z" p d z F ;-- C z x G1 r_ ..... �+ et to or I i 1 � ^ �a nr C /1 y to y 31 {O ton j N ;fli Q >n m � 1 2 01 m m z �m p t z � �~ rn o 3 y ~J (4, z m A 4Z m 0 r� of e c � • i co 2 2 0 61 61 rn O I PROJECT 113004103 ELIXIR INDUSTRIES APPROVED 1Y: DATE: ■MNIMP. 1300 POPE DRIVE Pawl E. Weller 05'1400 Roy AeY1 E. .? DOUGLAS, GEORGIA 31533 MPACT MODEL 402.205 OIS VINYL LAMINATED STL DOOR VERTICAL SECTIONS 8 GLAZING DETAIL L PION= II: DORM or RATE. ��J � SMC 05/14 V9 TC. LLC Ar suu: OIL/ m,r w ter 1535 N. Cogswell Revel Sues C25 N .T.S. w ELIX0002 Rockledge. Horde .....E c«rk.e a wan Mu Moor l 371110 — � 3 OF 4 POE WI MY 0050 105 E t cn m D co 0 M �� D m .. m co 0 ? m � �; z 8 <8 3 z mm O m Oa z? Dp O z 4 mz za c zu, i m ;-a ..4 —4 C y c1 m o xf:///7. Cr, p C. _ m � � �� rn (% m v A Z O tG A� m � 2x .�� ~ LI OS 2 I 1 T y 8'� ���� 7 :/ g vr s 1 I % y MI .,,,,_ .<0,,,, 0c� Z i_ -: d .„.„.., -h mA - E., _', 1 '� _ a m \, ' / z E X0 Ti i.z P o z m 2 ' + m m m f x, m off• a p_ O O A m• S3 R =m A 1 J CO M C z I� m N cn m GI _ :� m _ �r0 HO X- Y. ; H � � - - - ; X cn II mu., z I /'�� my ° m zA -. r , � ; m co C'i Z mm 2 ? 0. m Z 3 m` P m Cs7 IQi lall z � m . 0 � z ,' i * QR, .., � c j ED .... z o y .7-1 z z m �y A Z TD Z* --1 X Z X 2 xi PROJECT 430 40413 ELIXIR INDUSTRIES / APPROVED DT: DATE: Pad E. Wins. • 1300 POPE DRIVE PW Vhlr E. r 05/34,04 Pp,g DOUGLAS, GEORGIA 31533 T ' NON.IMPACT MODEL 402 -20S 0/5 VINYL LAMINATED STL DOOR � / HORIZONTAL SECTIONS NORIO/ RI iNtomm IN. LLL/// SMC 05/+4009 TC. LLC 6CµF aMV"NG MD p 1333 N. CowNl -Heal -oils Cis Rocloolga flubs 329SE N.T.S ELIX0002 was awa..,. r,w•ae+n NO. ran iw 3244.o.ims Rn• S�eEr� 4 OE t rev oeaC1lT.W LLCM OM Florida Building Code Online Page 1 of 1 Cifiiiirefiriiiity Atilt§ lista rocA aorTE ABOUT OCA DCA PROOR.ATTS PROGRAMS CONTACT OCA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval 11► USER: Public User Community Affairs Product Aooroval Menu > Product or Application Search > Application List • COMMUNITY PLANNING Search Criteria Refine Search !Code Version 2007 FL# ALL • maus4Nc.acowmen' ( Application Type ALL Product Manufacturer Kinro, Inc oLOpL+r Category Windows Subcategory g rY 9 ry Single Hung Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL "m oF Product Model, Number or Name ALL Product Description ALL SECRETARY (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 Validatgd By Status FL993 -R3 Revision Kinro, Inc American Architectural Manufacturers Association Approved History Category: Windows Subcategory: Single Hung (847) 303 -5859 FL2864 -R2 Revision Kinro, Inc American Architectural Manufacturers Association Approved History Category: Windows Subcategory: Single Hung (847) 303 -5859 FL12053 New Kinro, Inc American Architectural Manufacturers Association Approved Category: Windows Subcategory: Single Hung (847) 303 -5859 DCA Administration Department of Community Affairs Florida aunding Code 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: ® H E c WMaig •n.r• . Florida Building Code Online Page 1 of 2 Community Affairs �� � ` rOCA 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 Product Approval .� USER: Public User Community Affairs I Product Approval Menu > product or Aoolication Search > Aoolication List > Application Detail t C.QR#NUNIT'PLANNING FL # FL2864 -R2 Application Type Revision i m * t " 4 ' r TM Code Version 2007 PEMExcENcY Application Status Approved MANAGEMENT Comments •cimcE°rTHE Archived SECRETARY Product Manufacturer Kinro, Inc Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473-4421 Ext 117 ddewey @kinro.net Authorized Signature Kinard Mike mkinard @kinro.com Technical Representative David Dewey Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473 -4421 Ext 117 ddewey @kinro.net Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA /WDMA /CSA 101 /I.S.2 /A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/22/2009 Date Validated 03/09/2009 • Florida Building Code Online Page 2 of 2 Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 Summary of Products I, FL it Model, Number or Name Description 2864.1 26000 SH 46-1/4x63, Alum, Flush mount, Tilt -in sash, IG, 1/8 DSB annealed 1Limits of Use Certification Agency Certificate 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 I Impact Resistant: No 06/17/2012 Design Pressure: +45/ -45 Installation Instructions I Other: FL2864 R2 i1 Window Installation Florida v032009.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports II Created by Independent Third Party: L _Back _7 L Next _7 PCA Administrrtinn Department of Community Affairs Florida Dulding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: vvvalias 1-aa_ _ /r n . . .. - - 07 14:56 k. I I J MOBILE HOME Sl IF'Ft I -. • - F'1 =H�aE 44( Revised Jun. 2O 2906 Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow these instructions may cause the window rot to function properly. AD product liability and warranty could be void. These installation instructions are recommendations only. Local baildirg codes may impose additional requirements, and those codes may supersede these instructions. Routh Openhng 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 wroth onenine should be level. Womb 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 IeveL Bowed or warped sill framing members can result In a crowned sill of the window. C. Make certain all mounting surfaces (siding included) are securely fastened and flat around the perimeter of the window opening. Check the opening for correct size. Kinro recommends adding 1/4" to the actual window width and 1/4" to the actual window height for the rough opening size. D. According to Federal Manufactured Home Construction and Safety Standard, the bottom of an Egress window shall not exceed 36 inches above the floor, nor shall any latch or other device for the window, screen, or storm window which needs to be operated in order to permit exiting, be located in excess of 54 inches from the finished floor. E. Flashing: It is not the responsibility of the window manufacturer to design or recommend a flashing system appropriate to each job condition. 11. Window Installation A. It is recommended to apply a 1/8" thick, suitable, good quality, non- hardening, water resistant sealant tape (putty or butyl type) to the back of the window mounting flanges in order to provide a good seal with the homes weather -proof envelope. If a gunable sealant is tamed, a 1/4" bead should be applied centered over the mounting holes on the back of the window mounting flange. CAUTION: • For vinyl windows, do not use a sealant that contains solvents which may chemically attack vinyl. • The use of foam tapes is not recommended for window installation. B. Do not remove any shipping clips (if provided on the window series being installed) and always keep operating sash closed and locked dnrine installation. O = 1 1 - 2009 1 4 : .k k" I ! 1 M O B I L E HOME SUPPL `( E,r,3r,F, ; ` - F'AiaE : ] C. Always handle windows properly. Always pick them up by both side jambs using both hands. Never pick up and handle windows by the header only, sill only, or by one side jamb only. This can damage the windows and possibly rupture the glazing seal and/or joint caulking, thus resulting in a possible leak D. Carefully insert the window into the opening. Center the window in the rough opening with the sill of the window resting on the sill of the rough opening. E. Drive the first fastener at approximately the center of the vertical frame jamb_ Drive the second fastener . on the opposite jamb at the approximate center. Drive the third fastener at the center of the sill member. (Note: When installing windows check the window sill for straightness. lithe window sill is crowned, apply light pressure at the center of window sill until it is level. While holding the sill level, drive the third fastener into the center of the sill.) Drive the fourth fastener at the center of the head. Run fasteners, from one of the above fasteners, to the end of each frame member). Repeat this step until all fasteners have 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 HI 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 are to be trimmed out with pre-finished paneling, it must be done in such a manner so as not to distort or twist the window frame members and make the operating sash tight or inoperable. if interior trim is installed prior to window installation insure that enough room is left to allow the window to fully seat against the exterior wall surface. Do not obstruct tilting sash operation or locking mechanisms with inside trim, wood molding, etc. 11. Windows should be checked alter installation' to make sure that all moving panels, mechanisms, latches, and other hardware function properly. Any shipping clips must be removed prior to operation of the window. I. The window's exterior mounting flanges should be checked after the installation to assure an all - weather seal. It is recommended to seal the outside top ot'window (full width) with a good quality sealant for additional insurance. J. For vinyl windows, leave an appropriate gap between the edge of the siding material and the window frame to allow for siding expansion and contraction. .For large vinyl windows with recessed fms (size 72" in width and wider) Kinro recommends a sill support (minimum I" thick) be installed underneath the projected frame sill on the outside. 2 E l i t = e ' = + 14 : 8 f H 1 H O B I L E HOME '51 IPPl. 867,667 =. PAGE:E • K. The use of any appurtenance system not approved for the Egress window or any alterations of an approved appurtentasce system negates the window certification. The operating instructions and certification label are a permanent pet of the Egress unit and must not be removed. L. There should noon be any obstruction placed, atteched, or located inside or outside an Egress window which would hamper direct rooms to Egress Devices or encroach on the minimum dimensions for horizontal, vertical, and square feet of area required for exiting. Caution: Flammable fabrics could prevent access to the exit devices. M. An operational check of each installed Egress Window or Device shall be made at the installation site. For HUD manufactured homes it is recommended that the Manufactured Home Factory record and regain a permanent record tithe serial =Tiber of the Ewes twit in direct coedation with the aerial number of the Manufactured Home in which it is installed. This will facilitate onrreo ion, recall and notification for non - compliance defects and/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. Ul. Bylaw A. Either screws, nails, or staples may be used as fasteners for your installation. The fattener must penetrate the stud at least one (V) inch, allowing for exterior sheathing. The pm-punched mounting holes in our window flanges are to assist our customers who use 6B pan head spew fasteners. Other equivalent fasteners would be as follows: 1. 6D smooth shams nouns (min. 1 W penetration) 2. 6D ring skink nails 3. 16 gauge adhesive coated 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. 1 : an uneven converted siding, a fastener Amid he placed isle every helm to sage, a proper weather neat around the perimeter of the window. On smooth wood finish siding, a fastener in every other bole for aluminum windows and every iaak for visyt whodunit is reeeri sae raded. When installing a window in this fashion, the inatalkxl window should be checked to ensure that there are no excessive dents or rises in the fin that would allow a water or air leak. Exterior type trim could then be placed over the window. When using nib or staples, they do not have to be in the hole, just in the g+etaeral location. D. : one femme should be placed in every mounting hole to meet strvoturat strength. Except for the required nunsber of fasteners, follow all icons listed above. Qa 7'A.1.rtcc� P -�i• p � ► EXP (49 3 r; it)fQ WINDOW INSTALLATION S FASTENER PLACEMENT ter— p ` - ! i 0 © FIRED SIDE OPERAT SIDEIN6 A V FIRED 1.17F , 1 ____=...._. ________ / 4 Q 4 4 �--- p - QPENATINti HORIZONTAL SLIDE SASH W I N DONS - 5� a 6 ===--C* _ ! l N VERTICAL SLIDE I SINGLE HUNG Q O 0 0 A PICTURE WINDOWS _ ___ __A - --- ib.. / After initial fosterers are placed Q-11 run all other fasteners from •.-- 0 — t::• 3 ----;> one of then to the end of the member. DOUBLE END SLIDER If is racoalmesded to always start COMBINATION at the approeimote cutter of the jamb, •WINDOWS *INDO■ FASTENER W F .111DON FASTENER SEALANT /TAPE SEALANT /TAPE -- tu1R1 aETAL SWIM �;�� W `�-- d C7 _I z 4:C I '� FRAME JA1� ~ W i Ja a! Z F-- .- I 0 I 0 X = I YL INN IN LA IOM 0 4 STUD W _ IaTE /10R MUSICS }UD FINISH FIrISM W .- J ..• ■..111' -+ 1 11' V 11 W TYPICAL SIDE JAI! c'aass sT site MICA. SIDE JAM CODES SECTION O - ■ITR 1/11/101 Tom NITS IITERIOS Till IasTALLED AFTER 'ma page 4 of 4 ISITALL[D MOM Ninon •