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HomeMy WebLinkAbout10-10328 t/ CITY OF ZEPHYRHILLS 5335 — 8TH STREET (813)780 -0020 10328 BUILDING .PERMIT Permit Number: '1 0328 Address: 39749 COG HILL LP LOT 99 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434- ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est.Value: Parcel Number: 24- 26 -21- 0030 - 00000 -0750 Improv.=Cost: 3,403.00._. ,. . Date Issued: 4/07/2010 Name: NHC -FL 115 Total Fees: 75.00 Address: 6991 E CAMELBACK RD STE B -310 Amount Paid: 75.00 SCOTTSDALE AZ 85251 -2493 Date Paid: 4/07/2010 "Phone: (813)780 -9308 Work Desc: CARPORT ON EXISTING CONCRETE 12 X 30 _ . ' • I • 1 • I ,_ - • 75.00 - 71 0 Aib T� £ - . 2N • ■= � Fs �y •N 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 plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement" CONTRACTOR SIGNATURE PERMIT OFFI ArR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS • 5335 - 8TH STREET (813)780 -0020 10328 BUILDING PERMIT . Permit Number: 10328 Address: 39749 COG HILL LP LOT 99 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24- 26 -21- 0030 - 00000 -0750 Improv. Cost: 3,403.00 Date Issued: Name: N 115 Total Fees: 75.00 Address: 6991 E CAMELBACK RD STE B -310 Amount Paid: SCOTTSDALE AZ 85251 -2493 Date Paid: Phone: (813)780 -9308 Work Desc: CARPORT ON EXISTING CONCRETE 12 X 30 B t 'IN F 75.00 v " t 'dr'•u'1 '` •�dk .. R w , .. }.: :? ' 9 a i S fl F• • - 2ND • H PLUM MI IN LATIN ILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." 6 6g-- 40 1 CONTRACTOR SIGNATURE PERMIT OFFI rR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER it , . 1'1 , \ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: i64 # ( 1.J7 &A'1 Date Received: .3° 31 - 1 0 Site: 39 77 9 (7/ 4 Permit Type: / CA-•' 1 L1yk r °— C(i)-( Crec Approved w /no comments: Approved w /the below comments::►fl Denied w /the below comments: ❑ 4 . This com e t s .4 be kept with the permit and /or plans. "P' A 1S id Kalvin S itzer — Pl . ► • xaminer Date Contractor and/or Homeowner (Required when comments are present) 813- 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 11 Building Department Date Received 3-31 - /0 Phone Contact for Permitting IM - „I Owner's Name WIC' EL 1 tS Lax— Owner Phone Number Ff /Y' 7/ d ' .4c) cZ3 Owner's Address 1/21/1 EL'i+m K7) 51 6 -M0 Owner Phone Number Fee Simple Titleholder Name 1 Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 3q ?4q 0 1,tl J�. . q rye^. --L LOT # SUBDIVISION (r Y% +T 0 PARCEL ID# - !1 - 0430` . G [5Q ���777 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED _ NEW CONSTR n ADD /ALT I SIGN n MOVE I DEMOLISH INSTALL REPAIR PROPOSED USE I SFR n COMM n OTHER I I TYPE OF CONSTRUCTION f I BLOCK I FRAME I STEEL n OTHER I I DESCRIPTION OF WORK ,.+l,CA1[ + Q t (STl n1 L BUILDING SIZE /3)/30 SO FOOTAGE 310b • 114? HEIGHT BUILDING 1$ #3 ► 4173 re") VALUATION OF TOTAL CONSTRUCTION I ELECTRICAL $ AMP SERVICE I PROGRESS ENERGY IT W.R.E.C. 1 PLUMBING $ I I MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I 1 GAS I ROOFING I SPECIALTY n OTHER FINISHED FLOOR ELEVATIONS / F ZONE AREA =YES =NO L l\ aaii.--/ BUILDER � s - � e ( COMPANY Ai) 1 � { �-ir1 SIGNATURE WW O REGISTERED 1 Y/ N I FEE CURRENT I Y/ N I Address Vd3 re lls License# (MP S' ? Rd. ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y N I Address 1 License # I PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I License # I MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I License # I OTHER COMPANY SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT 1 Y/ N I Address I License # 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 S 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 Permtt 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 02500, a Notice of Commencement Is required. (A/C upgrades over 55000) 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, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law— Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify that 1 have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has • commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. Department of Health 8 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. 111 am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT • WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT 1,(t 44- CONTRACTOR Subs r ibed and sw rn to or ed) fore me this ubs ibe and swo 1 r a armed) b fore me this 3 -.47-in by lyre. rb °e } i� by, rlr� � Who is /ar oeersonally kno n to me or has /have produced Who is /are personally kno to me or has /have produced as identification. as identification. / ii.. . � Notary Public �� /� Notary Public Cmagrnission No Commission No Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped x , a emu+ r 9 + soe! 2 .ksoe ommtssion DD566784 . , rwisto rnlrDD1566784 OF co) ''xpltea 06/22/201 3 r f1.©' f J6/22!2010 ► ►II►►I ►►1►► II►I► ►►1i► U111111111111111111111111111111111111 2010045203 NOTICE OF COMMENCEMENT Rcpt. :1297009 Rec: 10.00 - DS: 0.00 IT: 0.00 Pentut No. 03/31/10 S. Burns, Doty Clerk Tax Folio Noah PG-a/ CO30 000 - 0?5O THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. rnh C5T►tL Oft KS Corr. het Lux try- hRSC. OY.L PB 361 5 tv7 -U - Lotr5 '7S' 1.Description of property (legal description0 hrtA. US the tusw e. or (o$PCs $? a) Street (job) Address:397 el its /► L.1 phyrh. Its,-F1 2.General description of improvements(1 rfor -r ors e'i.1S7 pnn.erc+e- 3.Owner Information `J a) Name and address: NW-- FIJI<14 -G 6''?I e tft A 0 L Ae-k`Rb sr ‘a 310 Snoti5dakiLN'L b) Name and address of fee simple titleholder (if other than owner) c) Interest in property . 4.Contractor Information a) Name and address`E44t (o»s'it-ca.C{)r 4 e er i ra ,l fl � ott-iS3rtdQ c t'eph r u.1(,s F(33S� I b) Telephone No.: $J'3 " ?$a /Dlo Fax No. (Opt.) '' $T 3 - 1 9.Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: - Fax No. (Opt.) 6.Lender PRULR S. O PRSCO CLERK 8 COMPTROLLER a) Name and address: 03/31/10 02: 30 m 1 of 1 83 Phone No. OR BK PG 112 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) ' 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(IXb), Florida Statutes: a) Name and address: b) Telephone No Fax No (Opt) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date' of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER A.V.UKR THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 71313, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR. PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF _ „ / • AP ° �tata a tc Mate of Honda gf or Owner's Authorized l cer/Director/Partner /Manager Bn LN A A$oe% c- bed _or M Cart Mrrass 0 ron 0 6784 Print Name _ F'' tx tre• 06/22/2010 The foregoing instrument was acknowledged before me is a g day of fi9FIRC.# , 20W , b y 6' J 2 gr- as (type of authority, e.g. officer, trustee, attorney in fact) for -- / (name of party o half of whom instrument was executed), Personally Known L �R Produced Identification Notary Signature // ' a Type of Identification Produced Name (print) ' Z. L _ N , %/5% pry Verification pursuant to Section 92.525, Florida Statutes. dri penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. FORMSMOCovm0007 >`Z i< pi t r C L5 tr, t Signature of Na erson Signing (in line /I 10.) Above . re ?. aS :fie; 'I, aM;x n 00568784 • , _, ¢ ` 6 r. ? ;6/22/2010 STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND N OFFICIA�EAL THIS cj DAY OF otA �ov(5 PAULA "'► ERK & COMPTROLLER • B _� vim_ CLERK LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 03/30/10 B 86 H Construction Zephyrhills, FL Re: Mod. #: Address: 39749 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 12'x30' Carport on existing concrete. The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4 ". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Sincer ly, a Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 # < y0 1 1 a / ---- , te ),-,2 .. + , ,i ,, _ r ,--- /1 i /Awe • • 7 t, 3 / 2 o 201 36 i \J ,... \ Rate* DAve 4‘ ) 4— ZY-e cintY OF ZEPHYRP Lii. \.., _ PLANS EXAMINER 1Q, f i 1 --.. - i 0 . .-) ...,,. rVAIUNG CODD.L1'101(1DALZILV CODE, NI MON A Ei 1 IC CODE A.r , C:' `1 OF ZEPIIYR!Ilt.t_ S CY:DIN,A,l'iCL': V v J t., / >, v) ,E 0 - Lo 7 cil 3 9 - 7 t/ ? 1/4, / , 04,44,7-,5 ,,,,,,,.>, Y/30//o r R SE c 7/ J oo N ., ct . , , , , t, 14,:iat, ,,. , , „, ,.,., ........, �^� . 1 -...,, , , --,- - , zo ,_ , c,-, ,,,,,,. ,. , , , ,, .-') 1■• <N. ` ' s.-s7.. `Z V C e - Z rsik g2 '- '.., Iw o e W 253 cn i 1 I e ,'. ) - 1 *--- ' > „, illimmili C 1 \ ‘”; Ao ( immem f e) c)., `Th `n r-,,, 11111m11111.1411111 1 / 41 . 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H3 n u.X x3 U 3 U p • ' w J O 0 . ur o 3 08 U m 3 Q U L P � z o w ?:3 8 a.xow ?C o 0 N ( OZ W 2 4 p$ 6 8V w – ' C] H w Ca w l U - 1 I in A a 0 0 , , X U 0 a z ..v 2 \ 1 v 1 en • ENGINEERING REFERENCE SHEET TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION W - I 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/ 6X6X I OXI0 WW MESH OR FIBER MESH W/ 6 W - 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE TO EXISTING HOME W/ #10X3"SMS O SMS 24" E TREATMENT. USE 8 "X12" MONOLITHIC FOOTER W/ 2500 PSI CONCRETE MINIMUM FOR CARPORT. W - 3 4) I 2D NAILS TOP AND BOTTOM OF EACH 2 "X F - 3 3 "X3" ALUMINUM POST SET 24" INTO A 16" DIA 6" STUD. M 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 410X3" SMS OR #10X3" TAPCON ON CONCRETE STAPLES AT SAME CENTERS. WALLS 24" OC W - 5 2 "X6" PT BOTTOM PLATE ANCHORED TOCONCRETE A - 3 2 "X_ SM BEAM THROUGH SCREEN ROOM SADDLE W/ 3/8 "X3 3/4" WEDGE ANCHORS 24" OC SCREWED BOTH SIDES W/ 3 #10X2" SMS W - 6 SIMPSON H-3 AND H -2.5 HURRICANE CLIPS OR EQUAL A - 4 2 "X2" CHAIR RAIL CONNECTOINS TO UP RIGHTS ON TOP AND BOTTOM OF EACH STUD TO PLATES 1) INTERNALLY SCREWED W/2 #10X2" SMS NOTE: ALL WOOD WALLS MUST BE A MINIMUM OF 6" 2) INTERIOR/EXTERIOR CLIPPED W/2 #10X1" SMS ABOVE FINAL GRADE. 3) 1"X 1 "X 2" ANGLE W/ 2 COX!" SMS NOTE: HORiZONAL BLOCKING /FIRE BLOCK NOT REQUIRED A - 5 MOUNT 2 1/8 "X 1 1/2" RECEIVING CHANNEL TO IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS PEST RECEIVING SM BEAM AND MOUNT BEAM CHANNEL AS SHOWN IN CHAR T B - 1 GABLE RIDGE SUPPORT AND CONNECTIONS FASTEN 2 "X BEAM IN SLOTTED 2 "X6" SM BEAM USING 1" ALUMINUM ANGLE FASTENED PER CHART B 111 FASTEN 2 "X6" TO 2 "X SM BEAM USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B 1 B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN I I /2 " "X 2 1/8" RECEIVER CHANNEL FASTENED TO HOST WALL WITH # IOX 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 SING SM BEAM MOUNTINGS l(14/0/4/A7 • • SOILS AND FOUNDAA11ONS Gradient, load intuuity and erosion characteristics of elope 1 805.42.3 plain concrete f Mstcrial. The edge thic.knrss Of plain concrete footings supporting walls of other than 1805 . 4 Footirtgs shall be designed an constructed in Light - flame construction shall not be less that 8 inches Allowable bearing capacity attic soil is not exceeded, (203 mm) where placed on soil. Thai di needed, and Exception: For plain concrete footings su differential settlement is minimized. The minimum pponing Width of footings shall be 12 inches (305 mm) Group R -3 occupancies. the edge thickness is permit- led to be 6 inches (152 mm),provided that the footing Does not extend beyond a distance greater that the Footings in areas with Thicknc of the footing 01 either side of the supported expansive soils shall be designed Wall In accordance with the provisions of Sestina 1805.8. 1805.4.2.4 Placement of concrete. Concrete footings 1 805.4.11.1 Design loads, F shall Shall not be placed through wtvi unless a trtmie or other cgs ¢e d for method approved by the building ;tficial is 'Ica( Whcrc the moat tmfavorabk effects due to the combinations of CO loads specified in Section 1605.3. The dead load shall in- h aCOd under it is the presence of water„ to the a mimi clued the weight of foundatius„ footings and overlying shall be deposited by approved means to ensure mw. fill. Reduced live loads, as specified In Section 1607.9. mute segregati o tune mix and negligible turbulence of Are permitted to be used in designing footings. the water. 1805 4.1.2 Vibratory loads. Where machinery opera- bons or other vibrations are transmitted through the 1805.4.2.5 Protection of concrete. Concrete footings foundation, consideration shall be given in the footing s be protected from freezing during depositing and for design to prevent detrimental distur nccs of the soil. period of not less than flue days thereafter, osits Water shall Not be allowed to flow through the deposited concrete 1 805.4.2 Concrete footings, The design, 1 05tion cut materials and con- 1805.4.2.6 Forming of concrete. Cret footings shall comply with Sections fir' footings are 1 805.42.1 through 1805.4.2.6 and the c provisions of Ch permitted to be east against the earth whue, in the opin- us 1803.4.2. ion of the building official, soil conditions do not require forming, When forming b required, h shall bc in accor- Exception: Where a specific design ance with e 6 of ACI 318. gn is not provided, con - Crete footings supporting walls of light -frame construe- 1805.4.3 Masonry-unit and constru footings. footings ing s materials tioo art permitted to bc designed in accordance with Table l 805.4.2 coon of masonry-unit footings shall comply with Sections 1805.4.3.1 and 1803432, and the provisions 1805.4 2.1 Of Chapter 21. Shall have a Concrete strength. Coocrctc in footings Sots than 2,500 specified compressive strength (f c ) of not At 28 days. pounds per square inch (psi)(17 2.37 kPa) so ry -unit Where a specific o r ti design is design walls of light - not provided, on- NY - unit footings suppotiflame con Struction arc permitted to b designed in accordance with 1 805.4.2 .2 Reserved. Table 1805.4 1805.4.3.1 Dimensions, Masonry-unit footing shall be laid in Type M or S mortar complying with Section FOOTINGS SUPPORTING WALLS OF LIGHT - FRAME CONSTRUCTiONa.b.c.d NUMBER OF FLOORS 1 OF THICKNESS OF FOOT INGS FOOTING SUPPORTED BY THE FOOTINGS' FOOT (inches) (inches) 6 6 3 8 For S1' 1 inch = 25.4 tom, 1 foot - 304.8 norm. a Depth of footings shall be in accordance b The ground under the Boor is with Section 1805.2. b permitted t g by o be excavated to the elevation of the -stud bearing wall are permitted to be top f t the g w idg the width shown in this table, and footings isolated footings. The the and length shall be twice d. For thidmas of foundation walls, sot Section 1805.5. not more than 6 Fat on cter. r. c Footings are permitted to support a roof to addition to the stipulated number of floors, Footings supporting roof ooh Shall be as supporting one floor. f Plain concrete footings fa Grasp R -3 occupancies arc permitted to be 6 inches thick Zvi Iua nuuwug AMC .).111.11.1C rage 1 ut L • :w. +nsm.. ECIS Home Loy Ir Use' Re 9' scrabc Hot Tcc'cs Sub E .,:r - it chalpe Sts a Fzrrecce cc blic_, c is FBC Staff Staff ECIS Sire Mt !mks InkS SEZ rC 1'. I, 11 Approval USER. Public User Community . Affairs Product Approval Menu > Product or Application Search : Application List ; Application Detail Fl # FL7561 -R1 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address /Phone /Email 1801 NW 64th Street R. Lauderdale, FL 33309 (954) 491 -3700 bruce44peacock @aol.com Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Dan Cooke Address /Phone /Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491 -3700 elitealum @aol.com Quality Assurance Representative Address /Phone /Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Do Kim, P.E. developed the Evaluation Report Florida License PE -49497 Quality Assurance Entity CI Professional Services, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By lames L. Buckner, P.E. at CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R1 COI Cert of IndeDendence.Ddf Referenced Standard and Year (of Standard) Standard Year ADM 1 2005 ASTM E72 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7561 R1 Equiv Certificate of Equivalency.pdf httpJ /w w.florida.building.org /pr /pr app dt ?param= wGEVXQvA gsgJkzX72.13euCe. 4/2/2009 h1011cta hul1(Iing t,one t ln rage z of z • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/05/2008 Date Validated 09/10/2008 Date Pending FB( Approval 09/17/2008 Date Approved 10/14/2008 Summary of Products FL # Model, Number or Name Description 7561.1 •luminum /Aluminum Composite 3 "/4 "/6 "x0.024 "xllb EPS Composite Panel, 'Panels '3 "/4 "/6 "x0.032x11b EPS Composite Panel, 3 "/4'•/6 "x0.024 "x2lb EPS Composite Panel, 3 "/4 "/6 "x0.030 "x2lb EPS Composite Panel, Limits of Use , Installation Instructions ' Approved for use in HVHZ: Yes FL7561 R1 II Elite Installation dwa- R1.pdf I Approved for use outside HVHZ: Yes Verified By: Do Kim, P.E. PE 49497 Impact Resistant: No Created by Independent Third Party: Yes • Design Pressure: +80/ -80 Evaluation Reports Other: In HVHZ, not to be used in structures considered FL7561 R1 AE Elite FL7561 -R1 Evaluation.pdf I!living areas per FBC Section 1613 unless impact Created by Independent Third Party: Yes protection is provided. See installation drawing for allowable design pressures and spans. DCA Administration Department of Communky Affairs florid* Culkfinp Cad* Online Codes and Standards 2555 Shumard Oak Boukvani 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: NM Ca v.rrs +aa `�. YEP, • ' lee B � M 40YEl. http://www.floridabuilding.org/pr/pr_a.pp._ dtl.aspx ?param- -wGRVXQwff gsgJkzX7213euCe.. 4/2/2009 ` O e u . 3 I ivnoaddv 1Onooad 3a1M31VIS VOINO-Id I c Z a a rlas wnwwmviwnu{wmv LL g� - X. a J F W 8 t& 4 t, Eu R13NVd 311S0c1N0 3L�O3 WVOd S d3 0 0 5 r ( V � � F t F �"> : /� /yy. 1 ppy� � yyyy � y -‘'N_,...1 � � r•. z w 1 R7 O Z s F i ' I e 1�_. - -__ 4LV44 1J 71 -`� �(j-- ....� �o t W Q °a 0 F W r I x I -- -- f eked ABoputpcl Sal OSct a W r w ❑ v' uogeJodio wnu!wn 8 „ ��I [ �a� I . F e l�l!d I wr—i v \ J 1 sm�.n - : I I -H In timT '�'1'4'Im � I C c ,,L Z� I Q' J n Iw u- � Nn. AR �_ m n•c �Yc z C Z. 1 � .. i . - - - -_ -t z < Z { _. N � - ' I • z < Z - =i " I 0- --1 a x I 1 0 -U = d : I <_ ¢ c � o . cin v, F4!nrgEa�e ! i - v, °�N Pik Y U • y m 5Aii0 � 0eol ! 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