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HomeMy WebLinkAbout09-9680 CITY OF ZEPHYRHILLS 5335 — 8T1-I STREET (813)780 -0020 9680 BUILDING PERMIT 7 z ;.',p. 7711= 3 _t OK i '; ? s _,.7701-0011,4,-'7-'-74w°'6 Permit Number: 9680 Address: 6135 ZEPHYR RIDGE DR LOT 14 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: ZEPHYR RIDGE Est. Value: Parcel Number: 03- 26 -21- 0130 - 00000 -0140 Improv. Cost: 10,102.02 *) .. ;: >: . . : Date Issued: Name: QUINONES, OMAR Total Fees: 127.50 Address: 6135 ZEPHYR RIDGE DR Amount Paid: 127.50 ZEPHYRHILLS, FL. 33542 Date Paid: 10/23/2009 Phone: (813)685 -3295 Work Desc: 704 SQ. FT OF CARPORT, SHED & CONCRETE DRIVEWAY B : H • - u 01‘1 L L : IL' 127.50 tk ( , (11- ,, ,(ttt. 1A -- 1 1-o? •• R 2N1 R•U `LU : MI LA I•N 1 IN 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." 4/zC /6-1-- Al CONTRACTOR SIGNATURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 8 t S -4,Gt Ch=i 6 7e re" -4-1_, Date Received: ld Z Z —� Site: 6 (3 S Z- (Q`cy ,e,/ Pr Permit Type: A- y9ar - J � -' €el, /fl C . z76,1-e w, II ,,c, A Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ / 4f 1 Pf II ff f pe I Wtelli - e 6 10 b 044, -e pr.)-(Ai 4 /A dC.-P i �i P V t . - O F - j , 5 f 4Q c hDh 2 ) 9 4 I s - C,:i4c, CkS 3611 C`f yr el This comment sheet shall be kept with the permit and /or plans. Kalvin Switz r — P s Ex er Date Contractor and/or Homeowner (Required when comments are present) 1111111 11111 11111 11111 I I I I I I I I I 1 11111 11111 11111 11111 1111 1111 NOTICE OF COMMENCEMENT 2009151493 Rcpt: 1269792 Rec: 10.00 Pentut No. DS : 0.00 IT: 0.00 Tax Folio No._1�, 4&) 00000-OL9e. 10/22/09 Dpty Clerk THE UNDERSIGNED hereby gives nonce 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 (.Description of property (legal description): 21e7R}fjl1 pits.2(/' 4 7 0).oTl'/O/ , �r ?4a3� a) Street (job) Address: (,0/3'5 ZEPNy/Z ebb4 I?. (L$ - - 2.General description of improvements: .Sdezb*en/2 /1T/ __ , in -:_wL_itG'E 4 g£u,,i , . / t9 c 3.Owner Infonnation Is) n N (n a) Name and address:5 n . q/i . /577'7 HN/r/ kie1V, S /e . d /TN' /R `/ i 7 b) Name and address of fee simple titleholder (if other than owner) z c) Interest in property 03- F, 4.Contractor Infonnation 1..f� a) Name and address 1# !- . ,t ' 1.!i /_ ' a_-_ .. 4 . ✓ U `7 335 [3 (g)V4 b) Telephone No.: ,lal5M270 Fax No. (Opt.) .. - 4 -43 2 5.Surety Infonnation N r a) Name and address: Tl R b) Amount of Bond: 0 sr c) Telephone No.: Fax No. (Opt.) N -P) 0 6.Lender 3 a) Name and address: _ o Phone No. F" F 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: xi a) Name and address: b) Telephone No.: Fax No. (Opt.) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(I)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT OUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CO 1. 1 N MENT. STATE OF FLORIDA ,' COUNTY OF F4, NOW). 't104C Stat@ flev da 1 . - ti _Ai yrt ;t; « i `fl L ure of Owner or Owner utho . zed Officer/Directo i '' artner /Manager mv ■ , 4natassion DD566784 1 5 - 7 - A / Ali v /iYa OF ox Et ]s 06/22/2010 Print Name The foregoing instrument was acknowledged before me this XD-- day of oeT ,20e 9 , b S; Z) 4 stn , 1C 5 as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on If of whom instrument was executed). Personally Known OR Produced Identification Notary Signature .. 4 (.9.-t-e-( 7 Type of Identification Produced Name (print) fZ ✓C /�� . / 4 S�r Verification pursuant to Section 92.525, Florida Statutes. Under penalties of p-; 1 declare that I have read the foregoing and that best of the facts stated in it are true to the b my knowledge and belief. �� FORMSTlOC,rvsd2007 r ..A._ y �; - i�c State of Flonda r, .4 s t;'+ .' 4sbel Sign. c ofNatural Pe .si tin lid ve aJ: , :_.., , imssion D0566784 exa,r 0612212010 From:B&H CONSTRUCTION 10/23/2009 09:20 8558 P.001/001 • • • • PASCO COUNTY BUSINESS TAX RECEIPT 2009 -10 Issued pursuant and subject to Florida Statutes and Pasco County Ordinances. Issuance does not certify compliance with zoning or other laws. This receipt must be posted conspicuously in place of business. Expires September 30. Mike Olson S ACCOUNT NO: 002128 TAX COLLECTOR TYPE OF BUSINESS; SIC CODE: 1541 pA�O COUI�ITY FLORIDA BUILDING CONTRACTOR . 0; 1e 1P4 ►r ••. LOCATION ADDRESS: 47 i 1, 4 ( 4 . • .. 4025 MORRI$ BRIDGE RD A g ; ZEPHYRHILLS B 8 H CONSTRUCTION OF CENTRAL ; 3■ M 4025 MORRIS BRIDGE RD ZEPHYRHILLS .FL 33543 -5056 %."...., DATE RECEIPT AMOUNT 07/21/09 569163 65.00 '1II lluhlAn Iu IIu1kI1II in1I1InHu1IuI.I1I1I1I..I • • • • 813 -780 -0020 City of Zephyrhills Permit Application ,/L�,n Fax -813- 780 -0021 Building Department �`�� ante Received /O -aa D D Phone C ontact for P i /3 7/ oZ - Owner's Name W • t Owner Phone Number • 43 4w -9� ?7 //S}] ' Owner's Address I/5 ? Nii C US 1 e . I,Tj ,F/ �7 Owner Phone Number Fee Simple Titleholder Name' Owner Phone Number Fee Simple Titleholder Address � JOB ADDRESS 16/35 r' Ay1SE /) Z4# f-/ LOT# / SUBDIVISION I PARCEL ID# I03 . -' . 0/30.•00000-- 0/410 (OBTAINED FROM PROPERTY TAX NOTICE) — WORK PROPOSED NEW CONSTR k'� ADD /ALT n SIGN n MOVE n DEMOLISH INSTALL / REPAIR PROPOSED USE R SFR 1 COMM n OTHER 1 TYPE OF CONSTRUCTION BLOCK I FRAME I STEEL n OTHER I I DESCRIPTION OF WORK ICritrer t SAtita I i ro.lwltt. Lori ei"r- 4\rWlt°.LoQ_ 11c Su BUILDING SIZE 1,2y SO FOOTAGE 70 5" HEIGHT I BUILDING I1 /D� • O3 VALUATION OF TOTAL CONSTRUCTION I ELECTRICAL $ ! AMP SERVICE I] PROGRESS ENERGY I W.R.E.0 I] PLUMBING I$ ni MECHANICAL I$ VALUATION OF MECHANICAL INSTALLATION I GAS I-I ROOFING r1 SPECIALTY 11 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I nNo BUILDER /" * *\ ' COMPANY I v "' (: indf LC�0 OP e i ( A �1 SIGNATURE REGISTERED //�� ` S 1 Y / N I FEE CURRENT II Y - / p a Address / S ' • -1 1. v. - ( ... t 1l g ' License # I Moos ELECTRICIAN COMPANY I SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/ N I Address 1 License # PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I 1 License # I MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT I Y/ N I Address 1 License # OTHER COMPANY I SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT 1 Y/ N I Address I 1 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 8 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over S5000) Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, 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 Tess than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGE de CONTRACTO Subscribed and s rmed) before me this Subscribed and sworn r affirm b re me this by / WIPE b W pe o Who is /are pe me or has/have produced Who is/are personally knowndp me or has/have produced as identifi cation. as identification. _ Le., Notary Public /1s.i._, Z ��� Notary Public N Commission No. rL Co / rt g 1s N'ssion No. A,4,40- Name of � L/ ei grstemped ;_ t - N me of N otary typed, pri} �.►* vv , , ir- I Srate Of Florida . vx" F �`ra ;bliC hate of Fkarida ar 3t� ; n . Asbel a ,fruss DD566784 ";passion DD566784 or �x puts J612212010 or n ,,; es 06/22/2010 From:BSH CONSTRUCTION 10/22/2009 09:38 8555 P.001/001 � �b �_/ _ 4025 Moms &Mgs Road ZephyddJs, FL 33543 t(1))) • - ' CONSTRUCTION 813.782.1064 Ph e • 1. - (Mantra Iforida. 813.715 Fax 500 - 224.1266 Tor Free ww+Ir Web SIa LSUB a< Seturinirw Quinones Beebe 1 10/15/09 • y RiTE, dge Dr. 813- 714 -2091 DP c�oe JOB WCATIONORECTIONS RHONE r eTE OF PLANS NEAL PNOP6i 1 ❑ T .5 0 NO 813 RP TAG 9: Ws Hereby submit spedtesbm and sown Remove and haut.off e3deiting sod Install a 11x82 driveway slab InstaN 52' of carport footer 8'x12' Instal 26' of shed.footer12'x1 Two loads of fir dirt Is figured eV 60.00 per bad Instal 52 pans ! 12' for carport Install 52' of 2x6 low edge beam One door in shed with a window One window Termfte spray Permit and engineering • 26 Ft of 2 x 4 Walls We Propose hereby b fumietr mien* and labor - complete it acoordinroe It above spet3ca6ons, for the stern et Ten Thousand One hundred Two dollars and .021100 -- driers, $ 10102.02 Paposit b be nods S Woos: Upon Completion AI MEW is Ownersd b bs as opened. Al mod Is Its aeglwd k a woAwraNamssMraocanamab Mondial pack's. Any aerobe r deriAsaa imo above spadeseeas irobiea coat d M ersaaed Aldhodzed upon Wien o rdna,aadibecomeaaebadwgsorvaa labsusfryamis. Sipliae Al s9reenwits eosfpst woo Mom soddaaR r alp Wald am ambit Owner b eyary ie dada. mid Dear SSIIENy Isms* Or rubes acs biyr may be omerd by gbdnaPa pve m brmses. Nitdraan by Whin s. of • Pcpo.� iYe abers gmricaiems ad _ maim arisiissoryas baby aoeyplst You asarieiadesUisaarst ��fir: i Palma be mbmimimiabaae r� Date of Acotptanoe: CU OM O HOMO Adations At Mt Best LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646-5517 Date: 10/20/09 B 8v H Construction Zephyrhills, FL Re: 2007 Destiny Mod. #: ser #02341 Address: 6135 Zephyr Ridge Dr 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 8'x10' Shed and a 12'x52' 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. Sinc ly, (661/ Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 2F 8 • @o 3 3,p h /V/ Pt j G O 1 613!---->ev - il< P )1<,/I4 , fi f, • MP - . • M V io Sl/e1 aoo 9 0t s 7 ivy n v i ` O ,s h' A N 0 ) 3 yi 10o ya X00 P qQw II awc, eARtoRT o X 7,7' E ---, 0 Z ' 7 ■" 30 Q t- " ORr ✓w�j' O F- U I C Gam/ > ■ Gl3 -s 2 lc % e DRIvC ; c�lu�L ( 0 /��e� Cs ) ,,l vet iv, / MU v/7 5 r o 3 _ t 2 D G V 1 ...0 A,._ s R v i.O \ v '` v �° . . _v ,.4, (7/ a, ,' o 4 - a. I< b 7-d . . l y ini. --A- r Xi v L., a 1 ro � 4 1 O < * \ c‘ 1 1 :") C3,sZ. N iz 1,, .,,,,,. , „, ,...,.,, ,.-- 0 V .... 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J ON3 HJd3 lV 1 SddlilS a d 3Q3H O NI W ..bX„Z - Z m 1- a — X IN W J `` U i I N N 1111 ■ I� 3 J O.,bZ S /NS ..CX01 # OA a3N31Sd3 \ ....I 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/ 6X6XIOXIOW W MESH CHANNEL W/ 2" HIGH LEGS EXTENDING INTO OR FIBERMESH, 6 MIL VISQUENE VAPOR POST FASTENED W/ 1 3/8 "X 2 1/4" THRU BOLT BARRIER & TERMITE TREATMENT WITH WASHERS USE 2500 PSI CONCRETE MINIMUM USE 12 "X12" MONOLITHIC FOOTER F - 2 3 1/2" MIN. CONCRETE SLAB ON COMPACTED EARTH W/2 #5 REBAR CONT FILL W/ 6X6X10X10 WW MESH OR FIBER MESH W/ 6 MIL VISQUENE VAPOR BARRIER AND TERMITE W - 2 ATTACHING UTILITY ROOM OR GARAGE 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 WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR W - 4 GARAGES AND UTILITY ROOMS WITH #10X2" SMS 24" OC IF HOME HAS FACTORY ALUMINUM ROOF MAY ELEMINATE BRACING ATTACHMENT BEAM IF STRUCTURAL GRADE THERMOPLY IS USED - NAILED 3" OC ON EDGES AND 6" OC IN FIELD A - 2 FASTEN SCREEN WALL TO HOST WALL WITH W/ 8D NAILS OR USE 7/16 "X1 1/4 "CROWN #10X3" SMS OR #10X3" TAPCON ON CONCRETE STAPLES AT SAME CENTERS. WALLS 24" OC W - 5 2 "X6" PT BOTTOM PLATE ANCHORED TOCONCRETE A - 3 2 "X_ SM BEAM THROUGH SCREEN ROOM SADDLE W/ 3/8 "X3 3/4" WEDGE ANCHORS 24" OC SCREWED BOTH SIDES W/ 3 #10X2" SMS W - 6 SIMPSON H -3 AND H -2.5 HURRICANE CLIPS OR EQUAL A - 4 2 "X2" CHAIR RAIL CONNECTOINS TO UP RIGHTS ON TOP AND BOTTOM OF EACH STUD TO PLATES 1) INTERNALLY SCREWED W/ 2 #10X2" SMS 2) INTERIOR/EXTERIOR CLIPPED W/ 2 #10X1" SMS NOTE: ALL WOOD WALLS MUST BE A MINIMUM OF 6" 3) 1"Xl"X 2" ANGLE W/ 2 #10X1" SMS ABOVE FINAL GRADE. A - 5 MOUNT 2 I /8 "X 1 1/2" RECEIVING CHANNEL TO 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 III FASTEN 2 "X6" TO 2 "X SM BEAM USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B II B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN 1 1/2 " "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 SINGLE SM BEAM MOUNTINGS ,017fity SOILS AND Gratbeza, load intrncit and erosion characteristics of slope 1 8 05.42.3 Plain concrete f Matcrasl Of plain concrete foe i ��. 'The etc th;ckness 1805 .4Footi Li t - Ong walls of other than Footings shal be designed an constructed in Light-frame frame construction shall not be less that 8 inches Allowable bearing capacity of the soil is not exceeded, and (203 tttm) where placed on soil. differential settlement is minimized. The minimum Exception: For plain concrete footings cs Width of footings shall be 12 inches (305 nun) G DS R occupancies. the cdYC thiclrn Pponing led to be 6 inch. (152 mm , rev idal css Darn i t - Does not extend ) P that the footing Footings beyond a dist.sncc greed. that the 8s to areas with expansive soils shall be designed Thickn of the footing Ca) either side of the supported In accordance with the provisions of Section 1805.8. Wall. 1805.4.2.4 Placement of concrete. Concrete footings 1 805.4./ 1.1 Deli loads F Shall not be placed through waur unless a tremie or other t 18 most u 1 . 1 Design loads, the combinations a deli o for method approval by the building ild' r>�cial is loads s m g used, Where specified m Section 1605.3. The dead load shall in h aC b under Of in by pace of water the clued the weight of foundations.. footings and overlying shall be deposited concrete try approved means to ensure mini Afire Reduced live basis, as specified to Section 1607.9. mum segregation of the mix and negligible turbulence of Permitted to be used in designing footings, the water. 1805 4.12 Vibrato loads. Vibratory When machinery opera - now or other vibrations are transmitted through the 1805.4.2.5 Pro Concrete footings given in the footing shall be protected from during depositing and fat foundation, consideration shall be giv design to prevent detrimental dishuti en of the soil. period of nd less than five days thereafter. W Not be allowed to flow Water shall 1805.4.2 �$h the deposited concrete. ruction of con footings, The design, materials and con- 1805.4.2.6 Forming f 1805.4.2.1 crete footings shall amply with Sections g ° C the +etc footings are MI 1 803.42 Trough 1805.42.6 and the provisions of t� Permitted to be east against the earth when. in the opin �- not ion of the building official, soil conditions do o dance forming. Where forming is required, h shall be in r require Exception: Where a specific design u not provided, corn. Crete fo s with Chapter 6 of AC1318. tings supporting walls of light -frame construe- Cre arc otings ed to be ddi f accordance with 1805.4.3 Masonry footings. The design, 1805.4.2 with Sections and construction m materiels 3 1 and -unit footings shall com eras 1805.4.3.1 an 1805.4.3.2, and the provisions 1805.4 2.1 t Of Chapter 21. 1 80 5 have a Se strength. Concrete in footings Less than a sp compressive strength (f c) of not Exception: per square inch (psi)(17 237 kPa) Exceptr: Where a specific design u not provided me At 28 days. sonny -unit footings supporting walls of light -frame con - Struction are permitted to b designed in accordance with 1805.422 Rcscrvcd, Table 1805.42. 1805.4.3,1 Dimensions, laid in Masonry-unit footing shall be Type M or S mortar complying with Section • FOOTINGS SUPPORTING W TABLE 1805.4.2 ALLS OF LIGHT -FRAME CONSTRUCTION&b.c.d NUMBER OF FLOORS WIDTH OF THICKNESS OF SUPPORTED BY 774E FOOTTNGS• FOOTINGS FOOTING (inches) (inches) MIMIIIIIIIIIIIIII IIIIIIIIIIMMMMIIIIWIIIIMIIII 6 3 6 For S 1 ' I inch = 25.4 mm, 1 foot .. 8 a 304.8 rum. b Depth of footings shall be m accordance with Scctioo 18052. b c T c ground tinder the floor is permitted to be excavated to the elevation �� 'swalls ru d-bearing walls permitted to be supported b of the top of the footing the width shown in this table, and footings shall be Y isolate footin The footing width and length shall be Twice d. For thickness of foundation walls, see Section 1805. rent man than 6 Feet on center. c Footings an permitted to support a roof in Shall be as required for supporting one fl mQ' to the stipulated number of floors, Footings supporting roof ow) f Plain pomade footings for Group R-3 occupancies are permitted to be 6 incises thick P; W Proje \ Project Folders \Prcj i2Ci- 1300 \u::25B a 1D PW C D�mogslF'. S --53 34,ev,g, R.,-X y 1 a 0 "� �+;n o D r 1 j q Q c - .: ti � i Q :o "o l a ° c g � i� T i ro xCn;�,_ < �' ° y^ ' -0 Ahih .=,.. c Li - + - Q E q = - u = -c -z n r' r c rr' Z' w u, a . n -. R 3 3 C� -` 3 3 n 3 3 - = 0 8 8 Q e c "' 3 & D r i 3 cC „= T o z x? Q ; . C N m n p C - 9 Q L i 9 � P @mv'i z ; 'C°' v a ® tn t'i . i i S r0 _ i ii g i g. f $ � j h�_ �E�a s 2- 7 o m \ rn CO C- a m Pa • + } Q Q Q q a a r � Y J 1- = { K X. X X X m N 9 N} m S n a T Z C 0 0 0 e 0 Q 0 ,S R 5i R g f c 6 333333'�i;`A ` g_ o TJ n iglX/73 x Po 3-,'. S. 1 C o ' 0- 0 -� R RR R a amm a - • e F" Y. i b 3aa5 - c c c !: 5 1 1_ � . a m i' c 3 i l I 1 I 1.21' 3.0381_ •iii S08 F_. I I 1,187• i 1.750" 2250" 1-0.710' �� � I-- i w TT 0,562 " — ;- r- • _, •T 0.3'5' w ilf o I I . / -i o . E I I r>; i I1 0 is o !f 14_0 io ! . - 0.075" 8 t i � 1 t i f- --1- o.o7s" j , - 0 075` m a» �( _ { ii— \/ , dl �, �j'' ni ` LP I w \\ ` A ° u 9. ! a _ a �' to a•� f 't" $�:� P te r ; , J-0 il i i ° m v 1 ii Ia i , z 2 y i1-1n. n * ` I { o i I In (4 T' m- I 1.._ RI 1 C ! i k t r z . 1 ` al U I m t- �' , j A 0 o p t Co ) , 1 1 , 0.78Q' I I ' .....) - c. O ,-� _.._C in O 1 - - --- A,°t "' o i t �r °. I < ({ . ' � � I I •°r -To m f I 7 f ¢• r I r I- 0.22 z 1 , • ; - 0 . 255 " 7 I I 1 c � ' 1 2.210° f. 0.805' 1 , 0 1 I (i i j i_ ) 0 n � �"-" t 0 , l 0.255 l E i ,_ . 1 ---T7_ 1 I 04 I °RODD:.T: -�- I Doe PIeoor.1 � : P 11 w € I \ — - �_�_ i�JA� ±HIJiA RCOFiIn PAtiE? 5 � � f =.o. e� aso Marko Z- =yea I A la ', \ -- - -! — _ -�- ._�..s.. -.e.� F1or nwn. no.: e I I_ . I ` (f l r n i p - - L F. - O� ' _ASS``T AO Soord C Profor rIoraol Ez91n. . ', °' u�, OATE --. -- I c.rttfoot" Of wB, 98" J GENERAL N07ES & SECTIONS I 1 .-^ .I i .a - I L,-•,- --2-:-. �_ - - / z . 2 4. .x'' - IN. C.....7 ANTb INp �" - g��- , n N. Sohn.dt, F 0 2RO6 R.W. B Florida Building Code Online Page 1 of 1 • ' i= r OCA HOME ABOUt 0CA OCA PROGRAMS ;.. CONTACT tiCA . BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FIX Staff BCIS Site Map Links Search 0 Product Approval USER: Public User yad■ Community Affairs i. a: Product APO - Oval Menu > Product or Application Search > Applkation List - - -- -- -- - - - - -- - Search Criteria • CONIVIUNr7Y PLANNINO Code Version 2007 FL# Refine Search; *Housms a colawrinry Application Type ALL Product Manufacturer ALL t ievaciPMENT Category Windows Subcategory Kinro, Inc Application Status ALL Single Hung n Compliance Method ALL ;Quality THE Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL SECRETARY Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL ALL Search Results - Applications FL# Tvoe Manufacturer Validated By FL993 -R3 Revision Kinro, Inc Status American Architectural Manufacturers Association Approved History Category: Windows Subcategory: Single Hung (847) 303 -5859 FL2864 -R2 Revision Kinro, Inc American Architectural Manufacturers Association A History Category: Windows pproved Subcategory: Single Hung (847) 303 -5859 FL12053 New Kinro, Inc American Architectural Manufacturers Association A Category: Windows PProved Subcategory: Single Hung (847) 303-5859 DCA Adminiatratinn Department of Community Affairs Florida building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 © 2000 -2005 The State of Florida. A Fax (850)414-8436 res reserved. rights reserved. Coovnaht and Disclaimer Product Approval Accepts: ®® II 0 w MtrrN E. f Ow httn: / /www flnridahnildin nro /nr /nr ann let acnv Florida Building Code Online Page 1 of 2 community w air I i ro HOME ABOl1TDCA DCA PROGRAMS CONTACT. r. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search jk R ! P' �� Product Approval 0 Igl USER: Public User Community Affairs ( Product Approval Menu > product or AnDlication Search > Aoolication List > Application Detail IMENSMIESEINSIMEIMa i•COMMlf rn'PiANNING' FL # FL2864 - Application Type Revision L L ING wIU+•+Tr'_ Code Version 2007 Application Status Approved Comments • °FflCE OPTH& Archived 5ECNETARY 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 httn• / /ururur firm-ill ahnilr-lin nrrr /r.r /r.r •r.rs x141 a ervv . 9 , aram — ...hDVVIL..+rt- .n, ltvnininr / 1 ,....,... ... Florida Building Code Online Page 2 of 2 • Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 'Summary of Products 11FL # 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 Approved for use in HVHZ: No FL2864 R2 C CAC KIN 26000 R45 46x63.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date ! Impact Resistant: No 06/17/2012 ' Design Pressure: +45/ -45 Installation Instructions Other: FL2864 R2 II Window Installation Florida v032009.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r Back J Next pCA Adminktratinn Department of Community Affairs Florida auliding 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. rnovrioht and Disclaimer Product Approval Accepts: v«tsy. feterN MID iiffrt / /nw rw f1.- - iol.n,i,4. "%Ye, / «. - /+..- .. «... .lot 1111 - - OS- 1 1 21709 t ! 1 H[IE:I L E HOME SI IF'F'L 'i 86" F'F -IGE • Revistod Jas. 20, 2906 Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow these instractioas may rause the window trot to function properly. All product liability and warranty conk' he void. These installation inNrsctions are recommendations only. Local building codes may impose additional requiremr:ats, and those codes may supersede these instructions. Roush Opening Preparation A. Opening for windows should be framed in accordance with the required standards for sine 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 roach openinr should be level. plumb and square: Check width, height, and diagonal measurements for squareness. There should be no more than 1/8" variation between these measurements. Avoid the use of warped, twisted, or knotted framing members. It is recommended that the sill of the rough opening be straight and IeveL Bowed or warped sill homing members can result do 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 shad] 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 44 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 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 we 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 keen operating sash closed and locked during installation. I 1 , cli3 1 1 - E'Ciny k' hd 1 I'11_iE I L E HOME SUF'F'L `i' 86366 i 3:35 PAGE : 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 window check the window sill for straightness. tribe window sill is crowned, apply tight pressure at the center of window on until it is level. While holding the sill kvcl, 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 foto the window frame. See section DI for fastener iaformatlon. This sequence of fastener installation applies to both vertical and horizontal sliding windows, flush mount and recessed fin mount, for both metal and vinyl windows. A drawing is attached for visual reference. After the initial fasteners are placed, it is important that the installer does not run the remainder of the fasteners in a continuous clockwise (or counter clockwise) fashion around the window. F. Avoid damage to the seal between the glass and the window glazing member. Power drivers should be adjusted so as not to cause excessive dimpling of the window flanges. Careless mounting procedures could negate window certification. G. If the exposed surfaces ofthe rough inside opening are to be trimmed out with pre-finished paneling, it must be done in such a manner so as not to distort or twist the window frame members and make the operating sash tight or inoperable. if interior trim is installed prior to window installation insure that enough room is left to allow the window to fully seat against the exterior wall surface. 1)o not obstruct tilting sash operation or locking mechanisms with inside trim, wood molding, etc. I1. 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 ofthe window. I. The window's exterior mounting flanges should be checked after the installation to assure an all- weather seal. It is recommended to seal the outside top of window (full width) with a good quality sealant for additional insurance. J. For vinyl windows, leave an appropriate gap between the edge of the siding material and the window frame to allow for siding expansion and contraction. For large vinyl windows with recessed fns (size 72" in width and wider) Kinro recommends a sill support (minimum 1" thick) be installed underneath the projected frame sill on the outside. 2 n3- 1 l 2E 19 : 58 ti 1 MOBILE HOME Si_ IPPL `i F( -f,F, i PAGE : c . K. The use of any appurtenance system not approved for the Pipets window cranny al w*lons of an approved appurtenance system the window certification. The operating instructions and certification label are a permanent part of the Egress unit and must not be removed L. There should not be any lion 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 feet of area required for exiting. Cando": Flammable fabrics could prevent access to the exit devices. M. An operational check of each installed Egress Window or Dewier shall be made at the installation site For HUD manufactured homes it is reconxnended that the Manufactured Home Factory record and retain a permanent record of the serial umber of the Eyes unit in direct correlation with the serial number of the Manufactured Home in which it is handled. This will facilitate correction, recall and notification for non - compliance defects and/or imminent safety Iwrzar+ce. N. Do not install vinyl windows on top of vertical or horizontal metal siding. Flanges may be damaged and leaks mercy occur. Warranty is void. 1111. Esidtasn A. Either screws, nails, or staples may be used as fasteners for your installation. The fastener mug penetrate the stud at least one (17 inch, allowing for anterior. sheathing. The pet- pamched mounting holes in our window flanges are to assist ow customers who use #8 pan head screw fasteners. Other equivalent fasteners would be as follows: 1. 6D smooth h as mils (min. 1 'h" penetration) 2. 6D ring shank nails 3. 16 gauge adhesive coated staples, 7116" crown. Not= Any fastener, either screw, nail, or staple that is left deposed to the weather should be of s plated type that will not corrode. C. I . on wtevar corrugated siding, a fosterer *oudd.bae pieced is every bele to name a proper weather seed around the 'perimeter of the window. On smooth wood finish siding, a fastener in every other hole for aluminum windows and every hole for vi nyl' windows is rice rewarded. When Installing a window in this fashion, the installed window should be checked to ensure that Beaune are no exce=sive 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 hole, just in the general Ibcatlon. D ' j , Hfl: one fastener should be placed in every mounting hole to meet structural strength. Except for the required number of fasteners, follow all instructions listed above. . lk QR 1N °U;1224/ +Z it k of � CAti1F 3 __________ ,..._______ ( ;, WINDOW INSTALLATION 8 FASTENER PLACEMENT <-- 0 --o c . 0 • - a FIRED SIDE OP HA T (0 Flip /� Flip LITE 0 0 ._ 0 ' 0 OPERATING HOR I ZONTAL SLIDE $ASH w 1 N 40MIS a > S) ---.4> VERTICAL SLIDE SINGLE HUNG Q 0 O 0 a PICTURE WINDOWS ---110, After initial fasteners ore placed --- run all other fasteners from — 0 ----->' . ----->' 4) . - > one of them to the end of the member. DOUBLE END SLIDER It is recommended fo always start COMBINATION at the approiimate center of the jamb, .WINDOWS in IMO FASTENER W SEALANT /TAPE F .I FASTENER SEALAIET /TAPE -- SINN V W METAL ilpINS M z 1 MO _A I.a. __.1 ::1/!;1(/:/::11111.w. La.. FRAME Ass 1 RAM[ .LAIN! \- !— Z TRIM M I YL ION IN 1 I.A IOM 0 M 4 X 1.r..1 INTERIOR 1 STUD V) FIRISM - I F IRISH All M W •• I la• I /i• L&J CC TYPICAL SIDE .IAId Ctlaas uECTION TYPICAL SIDE JAW CMS SECTION KITH It1EUa Tom WITH 11TERl01 TRIM INSTALLED AFTER sumo, Page 4 of 4 IUSTALLED BEFORE MIROOS w.. -mow.. ! 2 l Florida Building Code Online Page 1 of 3 DEPARTMENT ,i ►M r 9 L z roCA HOME ABOUT DCA OCAPR06RAMA CONTACT DCA • BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search 0 Product Approval ut USER: Public User Community 4 Product Approval Menu > Product or Application Search > Application List > Application Detail cteawt@inYNANNING FL # FL1722-R3 Application Type Revision s HOUSING & COMMUNITY c, c, C ode V ers i on 2007 „ Application Status Pending FBC Approval MANAGEMENT Comments 1OFFlOEOPTHE Archived SECRETARY 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 http : / /www.floridabuilding.org /pr /pr arm dtl.asnx ?naram =w(;FVXO Ttfn.,nfln fl ,t\ T,,, 4/1 ^T /lnnn 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 1 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 11/20/2011 Design Pressure: +33.3/ -50 Installation Instructions Other: FL1722 R3 II DWG 402- 14.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 11722.2 1402 -20s Vinyl Steel Out - swinging Regular Door - 20" slider 'I. 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 1 Impact Resistant: No 11/20/2011 I I Design Pressure: +40/ -45 Installation Instructions Other: FL1722 R3 II DWG 402 20S.odf Verified By: Paul E. Winter 22693 Created by Independent pendent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.3 Vinyl 11407 Steel Out-swinging 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 1722.4 430 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 I1 DWG 430 W9.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.5 6400 -W9 Steel Clad In -swing Door with Fullview Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 6400- W9.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 II DWG 6400 W9.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.odf Created by Independent Third Party: Yes '1722.6 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 htt : / / www.floridabuilding.org /pr /pr app dtl. aspx ?param =wGFVXOwtnn \,nn„Gn.,.vm 52 /I'7 /')nnn Florida Building Code Online Page 3 of 3 • Impact Resistant: No 11/20/2011 Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 II DWG 8500.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports F11722 R3 AE eval w storm doors.Ddf Created by Independent Third Party: Yes 11722.7 9000 Steel Clad In -swing Door with Fullview Storm Door 'L of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 17024 9000 IS.Ddf 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,Ddf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.Ddf Created by Independent Third Party: Yes 1722.8 19401-W9 Steel Clad In -swing Door with Full -view Storm Door Limits of Use C ertification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 17024 9400 IS.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2012 Design Pressure: +60/ -60 Installation Instructions Other: FL1722 R3 II 9400 series door.Ddf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.Ddf Created by Independent Third Party: Yes 1722.9 STR 7000 Oval Standard Residential Door with Full -view Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC STR 7000-OVAL.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +60/ -65 Installation Instructions Other: FL1722 R3 II DWG 7000.Ddf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors,Ddf Created by Independent Third Party: Yes r Back 1 1 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. Convrioht and Ditdlaimrr Product Approval Accepts: veNSye Nellie http : / /www.floridabuilding.org /pr /pr app dtl. aspx ?param= wGEVXOwtnovOOnC;OvtVm R /1 /')nno M m O • V m a u N 0 N mM. 22�n yZ ›,,,-,m y, D D00 ,1 '� mil 5 m Opp/ • O y 0 C T mm p Ng ti NO01 m m zD ; 9 a4, m g m y2 I i 5 M A rn Amy 92,10. - iPPO O < D -Dim802 c oo rSl "' "5 <mn Amon 1149p2 000y n P ^� z m zm- 'N'r m 0y8 hD o u m i zA g o O p F ~ D m u,2 T O$ CA C m 7 O p � f Z n nO t g N p C ��; y mmm Dy � mi�p0 _H y g m P a' v O m A 2 E5 m O m EsE A; A z Z <o 2� z y < �m2 z 2 y ). m m -1 0 3 Z n i S 0 N em l . a 2 zm m 0 f D Zi� y � m Z O � T� A2 T m 0C ESA pi 4 y yQ �° . 0 r p r 0 8 m DQ� Al N ii m O >> A COE N K 2 Z - 0y 02 5 0tim5 0 O 92 0 ^ = � ° < it I C O mm+ c .m O a � m All s W " N g C %- omm2 620 . 00 N 2 O p m m ti N a y }Qq5 y m P * m m 1 A 0 = z m $ hill D O?< At 604 gm? Q g$ b 5622 Ax A S Agim 2''W" G O :gm 1 w, ell m ° ~ ,- 0 o (4) i i i $ .2.y O N vo 1 41) g 21z zimg ! Pali ill. e IA C 0 4 T m ' 4OW m O p ; A = � ;z r-4 2c g tiy= m2 � . 1l O. • ;) i i0 0A2 3 552. p iti p Qz 2z 5 p p rti P .10g it 52b y 0Y 9 2 P :n yy _ € _ g Z.4 m g i 0 I ' ao z g h pZ ' i m D2 m fny '''op Z 4 mp� o C Z - �c A - g Vit 2 m mo f y m ~n T 2y 2 0 . §‘R ° T ' 0 i 2 ~ m T m -9 m P = '4V RA n,1 g m s = t F �2 Nlig . ot o & ; � H0 4 it D 2^ y yy n -/ 0 0 a' -1Cy N 0 0 = 0 Nn y� 77 2 D i s u mm b A y co 0 O ly 2 PROJECT Rw9-0403 ELIXIR INDUSTRIES OPPROVFO BY: o•Te: Para e. MRAw 1300 POPE DRIVE P.ut E. MW 05f14 9 00656' Nu. , : r DOUGLAS, GEORGIA 31533 - 4T 'NON- IMPACT MODEL 402 -20S 0/S VINYL LAMINATED STL DOOR / GENERAL AND INSTALLATION NOTES FIVIIED R. aulw ev: GATF, .� S MC 05/1408 C. LLC ,,,LE: oAA 1535 N. CO9F»'e9 55091, SrY1e C25 N.T.S. ELU(00p2 RoFIOFOpe, FbrWS 32965 F9n9 C o.d *sn9q. 259]5 2e . 521.9 0.1795 PM S GATE ev FY 521.950.1795 1 1 95u 6FSCAi9TF7N 4 , m T .imD 2 xD - o 0 de 0 L7 Q S . V r r. r 4D4D4r40 1 C . 0 1 pe , , 0 4D 111 4D = I o • Z 4D ■, 4D I .40,.. 1- E --1 4Jr4)4D4© mo N E • m m • m O m ) (Z n y*. Q0 '`V A ar 2}a c3 $a Z p 0- N T m A co 4 T S V a- r 11 r V •1 Z 00 ,--1- 1R �" ill �._1 1. N OZO n• O < r -1 N m m mrZ [1 re L J 7 m,E 4,; �..I ' 1 O Z N Z C O 2. 2 m Pg m y " ' Cy 8 0 N ,x C P3 y y O Z Z y CO O N PROJECT #2.0403 ELUUR INDUSTRIES APPROVED BY. DATE 1300 POPE DRIVE Pool E. Winter 05/14/09 F . DOUGLAS. GEORGIA 31533 - " NON-IMPACT MODEL 402 -20S O/S VINYL LAMINATED STL DOOR �� ELEVATION 8 ANCHOR LAYOUT S r.vl.m e: mow., w7E SMC 05114/09 PTC, LLC SCALE: MIMING NO: Miff 1535 N. Cogswell SFAX Su.e C25 N.T.S. EL I %0002 Rockledge. Plol'p 321.:5 ` fin GnMa 07 *morn b. Y}4/ ensw dtl. .iMY wEV. _ DIET; qv CSSC*El10N WE 1r7 yI,E.G.l2r 2 OF 4 co m m 7. - I 1 Cm C m x C m to �1 m Cmm * z M �O �D a) 1 p ,p m p 2 8 s m �3 Zx TI i 6 3 Z cnm z x m E 1 w m z ail � - - i ! • cr ,> I y r ��� y� Z r ' cn cot y t ,I, C� z m z yy _ I ►1 Z m S m i 2 N a D� � o s p 0 a? m m 1 -4m» c r 7 r A o a 0 _x �y § m m �� {111 -n m _ 1 ; y 1 m 2 O 1 m -n ;S xi ? 0 x -..1 ? 111 Q ` z m m � g d z. �z zx z z - c� T � ! g ID c -4* M m mmm A mz _ i f -4 m y O / + -. O (I) o z 0 4 Z mc) z ID -4 m CO tn 1 1 D r . 2 f m c 2 z w zz 6 m 3 PROJECT 1a099402 ELIXIR INDUSTRIES 13 00 PO DRIVE Pool . I , DATE: a DOUGLAS, GEORGIA 31633 NON- IMPACT MODEL 402 -20S OIS VINYL LAMINATED STL VERTICAL SECTIONS d GLAZING DETAIL f. DRAWNfY: MTE sMC o5N4409 S 15x3 N. C 2Wr CTS N .T.S. EULIX0002 RoaiedgLeD9e. F V Elands 4d. 32955 ePeE DriF..N el ND. MI5 e r.. ]]I .V i.eW.117P RE, 51EET: �y DESGMTEIN f�321.“0.170. - 3 4 WE 9Y __ ow r , E 1 z w w co co m D 3 z 0z Zm AA m Of - y p O Z pD = Z!� :2 1 ~ XM m p O 1' G) h ..../),,i,"fr...„.7:1.,_...m.....:7, 20 A� 0 fl: 2:70c ��/ w m -1 co RN -. - 'Al: (7) or peel ow a e t�ir - -- wlja -- - - _ 1) 22 R IPA Q m Z i to 0 OA co Z m6 raz m P C m m F T m --I I^ § • 0 s =mi. 1 1 =m 1 .. w C =' 'Rw n' —wi S= : ?;, ►Z m F0 = Q ::-.:[ =� y G1 �' =i ffi w X to z° I c IX CA co y m i m =- e 3 m Ilk m 2 3 —I z w p ? rn h " � .-I m l7 rii � H ; g m g m I p ` ~7 li ? a y m 0 0 Z 1 L m p = TA Z`t. 71 O 2 x c? m z z PROJECT 9309-0403 ELIXIR INDUSTRIES APPROVED BY DATE: PAC1 E. WRAP 1300 POPE DRIVE PRA E. Winter 05/14/09 F16 DOUGLAS, GEORGIA 31533 " "NON- IMPACT MODEL 402-205 05 VINYL LAMINATED STL DOOR HORIZONTAL SECTIONS � PIpMED IM CRAN%IV: OM /(71 S MC 05/1N09 TC, S 9 � 4, SCALE' 9AAwP,G N.T.S. E 1535N. ELI X0002 FShed25efib LIX0002 RotlROga, PbrMe 32956 0 RIPE Condom rA AUfonmio, NO 25W5 feu 334.4443v r1.E91,nP AE\'. 5.1.7 4 OF 1 �' O LSCTPIgM -