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HomeMy WebLinkAbout09-9621 CITY OF ZEPHYRHILLS 5335 — 8TH STREET (813)780 -0020 9621 BUILDING PERMIT Permit Number: 9621 Address: 5247 3RD ST Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11- 26 -21- 0010 - 12600 -0040 Improv. Cost: 17,428.40 Date Issued: 10/06/2009 Name: WHITE, PATRICK & JOAN KAY Total Fees: 126.80 Address: 5247 3RD ST Amount Paid: 126.80 ZEPHYRHILLS, FL. 33542 Date Paid: 10/06/2009 Phone: (813)514 -7512 Work Desc: 20 X 22 CONCRETE BLOCK DETACHED GARAGE AM • :UILD UIL.IN FEE 122.40 - D•N 4.40 kiN /9A"P / /--1 3mT s aN 4E :o 5 1 � •• ER 2ND ROUGH `LOMB MIS INSULATION 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 additio • the requirements of this permit, there may be additional restrictions applicable to this property that may be found i e pu • is recor• • this county, and there may be additional permits required from other governmental entities such .s water m. - = -ment, s -te agencies or federal agencies. The pay -nt of ins.: • fees sh- be made before any further permits will be issued to the person owning same "Warni g to own our f.' re to record a notice of commencement may result in your paying twice for impro ements our p • . erty. If you intend to obtain financing, consult with your lender or an attorney befo - re.- ing \ our , .tice of commencement." Ala 21 s CT• R SIGNATURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER NAN 1 Ft/ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS ntra omeowner: 4/IA (- 2 4 -!7 S - -` Date Received: /0 — D 2 Site: . .� c>/'y `J "-- 4f a Permit Type: c4 v /x 02 1 a Cazia - ig dil Approved w /no comments: ❑ Approved w /the below comments: W Denied w /the below comments: ❑ 1 ) Co 44 p aLtroe-) Tf' 5 f 2 et _ o 4 1 ?r© par 5 molt /ier, 5 ) 1,L 6 - PA- 3, No G(l1-J -, pIlx;.-i , D T 4 ✓►Kirtn,Ud Lop( Ic . self k A, f 1) ti- d l r s �1 �'L V �� K a a� ► I Doei This comm t sheet s be kept with the permit and/or pl . 1 .. t / & ; - of / Kalvi Switzer — Examiner Date • • n or and/or Homeowner 1_' equired when comments are present) CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9621 BUILDING PERMIT P ermit N n, _ a rk:t X741 ;; eF AV i , ,F ;; . 7 , xt , s , umber: 9621 Address: 5247 3RD ST Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11- 26 -21- 0010 - 12600 -0040 Improv. Cost: 17,428.40 ,$0 E737 - , Date Issued: Name: WHITE, PATRICK & JOAN KAY Total Fees: 126.80 Address: 5247 3RD ST Amount Paid: ZEPHYRHILLS, FL. 33542 Date Paid: Phone: (813)514 -7512 Work Desc: 20 X 22 CONCRETE BLOCK DETACHED GARAGE A.. BU L� I *- :.. -7.7 7:1 i _ , n , 'ma :n' "SE h `�:. +� BUILD! E 122.40 7 DsN a M 4.,0 • e — --- _. ...1r,�1► acivigim.. -- - 0 � 7. 0) JILD Oft. -' 0 &-e_Gtct 6 s1,61- 6/ " 1 7 . a eer>�.i i,.�*e 4 if U c /0 (o , f FAO .17,;:; : m.. 2 � KO H LOMB ��. , a _ MI , �L,;._ � � �.. 4 '7 �,._ V ��� l�� I � ,� -. : IN LATIN IL 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 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." Al CONTRACTOR SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 1111111 IIIII IIIII IIIII h ill lllll lllll ll 1 1111111 1111111111lll 2009142802 NOTICE OF COMMENCEMENT . Rcpt:1267097 Rec: 10.00 Permit No. DS : 0.00 IT: 0.00 Tax Folio No. 10/06/09 Dpty Clerk PARC. 1. o , --- F, eve) al ooto 124,00 co is 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. Gate 6P 2.014 11244 L4 foe l PG 61/ 1.Description of property (legal d n)-1D5 i ! 5 - a LOCK. Laa.f o , a) Street (Job) Address: 52_407 L'7 S ( Z l 3 5 2.General description of improvements: D EFT° I< er.0 6 L. 3.Owner Information ,•, t N T ( Wlr! CIE - 0 .SAV ? 3't'° sr Z r f YRN;us . FL 3351 b) Name and address of fee simple titleholder (if other than owner) q/ /4 c) Interest in property O (,V .J E2. les 4.Contiador Information //�� Q�� wi131 t ' a) Name and addressA'M,SGO &) LL4 :2S /N - 7?36 4i l. rb .4&& 4- A Gt L 33573 b) Telephone No.: 51! a 91 ii 9A9 a... Fax No. (Opt) $L3 ??# ?l it 7 5.Surety Information / v a) Name and address: "I f �i o m b) Amount of Bond: r' i n. m m D c) Telephone No.: 1 / A Fax No. (Opt) N / I1- to m `� / 6.Lender ! co z a) Name and address: $ i �.. ,. Phone No. La N r 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: 03E $ a) Name and address: A./ / A On o b) Telephone No.: rJ i A. Fax No. (Opt) N / 4 0 8.1n addition to himself; owner designates the following person to receive a copy of the Lienor's Notice as provided in Section � ' rn 713.13(1)(b), Florida Statutes: m a) Name and address: Ai /4 o Ro b) Telephone No.: /t! / 4. Fax No. (Opt.) . , 11/A9- i 9.Expiration date of Notice of (the expiration date is one year from the date of recording aa1ess a different dateGj - is specified): ■Ib ° r __. m A3 WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE O} 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. W YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF • ; . IT' M STATE OF FLORIDA . ' ', COUNTY OFPINELLAS RYAN SIMMONS - - _ 4",giai g1_ 'of a s ,n rs Comm #DD0814165 ' >' y Its:ij Expires 11 /4/2012 et. / / • G. SIpz Florida N Assn., Inc Print Nano 'niNm'_ Notary .. ► . The foregoing instrument was admowl 5 r � 8 eded before me this 1 8 � day of A [. C - 2 , • - by _ ., • as 141 /'I S C'L.P , of as . , , rity, officer ' she, attorney in fact) for At •7 5 Ct. F (name of , I of whom 1 eat was executed). Personally Known OR Produced Identification Notary Signature r/ , _,..1111e1111„,s____ 7Q(t,(ve U 40 ..o / f►/ e. Type of Identification Produced W 3� ! W 2": Name (print ) , !' a '� S (., Mpry s -- AND -- Verification pursuant to Section 92.525, Florida Statutes. Under penalties ofperj , 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. -_ FORMS/NOC.md2007 � " - `V I Signature of Natural Person Signing (in line H 10.) Above 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 WIT MY HAND 'al O' Fl 1AL THIS (� DAY OF (/ 1 1 111 PAUL O'NEIL ' K & COMPTROLLE 03YC Q AA, L A).h,nr� PUTY CLERK AGREEMENT Agreement made between Patrick and Joan White of 5247 3` St. Zephyrhills, FL 33542 (Pasco County) the "Customer," and AMSCO BUILDERS, INC., a Florida corporation, of 7936 Quail Hollow Blvd. Wesley Chapel, Fl 33544, the "Contractor," whose State License number is CBC 1252402. In consideration of the mutual promises contained herein, the parties agree to as follows: STATUTORY NOTICE REGARDING CONSTRUCTION LIENS: ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTION 713.001- 713.37, FLORIDA STATUES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOW AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACORS, SUB - SUBCONTRACTORS, OR MATERIAL SUPPLIERS OR NEGLECTS TO MAKE OTHER LEGALLY REQUIRED PAYMENTS, THE PEOPLEWHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT 0 1 WHENEVER A SPECIFIC PROBLEM ARISES, YOU CONSULT AN ATTORNEY. __Q gt : Upon payment in full by Contractor under the terms of this Agreement, and at the request of Contractor, Subcontractor shall supply a Final Waiver and Release of Lien Rights.) 1. General Proiect Description: 20'0" x 22'0" x 8'8" Detached Concrete Block Garage at 5247 3 St. Zephyrhills, FL 33542 2. Scone of Work. The specific work to be performed for construction of the Building under this moment of: Qf20 �T'!t}T7 C.., Vskri'S /N C-t..vfJtu? • Sealed Engineered Structural and Foundation Drawings • 1 Year Termite Treatment • 20'0" x 22'0" Monolithic Concrete Slab 4" Thick (nominal) 3000 PSI w/ Double Residential Fiber Mix. "Saw Cut" Slab After Pouring • All 4" Thick 3000 PSI Concrete Outside of Building Will Cost Customer an Additional $4.00 Per Square Foot • 20'0" x 22'0" x 8'8" (Eave Height) Concrete Block Detached Garage • Block to be "Struck" Finish • Smooth, No- Groove Cd uent Board over House Wrap on 7/16" OSB Sheathing on Both Gable End Trusses • 2'0" O.C. Pre- Engineered Roof Trusses • "Gable" Style Roof • 4/12 Roof Slope • 7/16" OSB Roof and Gable Truss Sheathing • #15 Felt Roof "Dry In" • 30 Year Dimensional Shingle to Match House as Close as Possible • 12" Eave and Gable Overhangs • 6" White Alum Fascia • White Vinyl Soffit • Brown Alum Ridge Vents • G a r a g e Door(s): (1) 16'0" x 7'0" W h i t e R a i s e d P a n e l S t e e l . i 4 . Garage Door(s) • (AUTO LOCK WITH KEY) O' ' " $' OR SLIDE BOLT) P e Select One • Access Door(s): (1) 3'0" x 6'8" 6 -Panel Sooth I able Bore w/ Lockset and Deadbolt and Pre Hung on Rot Resistant Jambs • Windows: (2) #23 White SH 1/1 Alum Flange • Final Grade and Trash Cleanup Related to This Contract Only • "Port o Let" on Jobsite • All Structural Components Determined by Engineer of Record • NOTE: CABINETS, INTERIOR DOORS AND TRIM, AND FLOOR COVERINGS ARE NOT INCLUDED IN THIS CONTRACT. • NOTE: PAINT AND CAULKING ARE NOT INCLUDED IN THIS CONTRACT. • NOTE: NO GRASS SOD IN THIS CONTRACT 2 provision hereof may be waived, modified, amended, discharged, or terminated except by an insamment in writing signed by the party against which the enforcement of such waiver. modification, amendment, discharge or termination is • s 1 . _ and then only to the .t set forth in such instrument. "CONTRACTO Whitness: AMSCO : 11 ' . corporation CBC#1 t. BY: AtitiP Ana R. i i S'111* ' -,' -MP II. , _,.. 4 /1/W do ? Whitness: " Tsr �. Date 40r 2 lc. �1�� Date �O ° CUSTOMER PHONE NUMBERS CELL# 813 514-7512 WORK# 813 554 -8795 E- MAIL - luv2xlr8myford@yahoo.com 8 813- 780 -0020 City of Zephyrhills Permit Application Fax- 813- 780 -0021 Building Department � , �.iJ v( Date Received /0 — `— 0 Phone Contact for Permitting e # ' g - hh � Owner's Name [ � �,(� � t Owner Phone Number $13 $'! T /. a MO Owner's Address 5 3 Z.Epttt?Zl -fit t.�.s , ��., Owne h Number gl3 ! / I f a 9 Q . Fee Simple Titleholder Name b. ifto Owner Phone Number Fee Simple Titleholder Address N /* JOB ADDRESS J T 7 3 11. t ZS & US rL 3 3 Sy 2-- LOT # V 7 SUBDIVISION PARCEL ID# 11 ac.Ai cot i2.400 on 4'o (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED >1 NEW CONSTR ADD /ALT 1 1 SIGN r MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE 1 SFR I I COMM 1 1 OTHER I I TYPE OF CONSTRUCTION I BLOCK 1 1 FRAME I 1 STEEL I 1 OTHER 1 I DESCRIPTION OF WORK J/ aoxaa t COwst.RETl auxic 667- qu�-sfl GAr2AGE BUILDING SIZE � V SP' er SQ FOOTAGE 4II 0 F HEIGHT la y 1" I I BUILDING $ /7 j VALUATION OF TOTAL CONSTRUCTION I I ELECTRICAL $ AMP SERVICE 1 I PROGRESS ENERGY I I W.R.E.C. I I PLUMBING $ I I MECHANICAL $ VALUATI • OF MECHANICAL INSTALLATION I I GAS I ROOFIN e I I SP' CIALTY I I OTHER FINISHED FLOOR ELEV' IONS I FLOOD ZONE AREA 1 IVES nNO r� ^�1 BUILDER COMPANY An/16c° BticC, G as t "J SIGNATURE /'� REGISTERED I Y/ N I FEE CURRENT I Y! N Address ' 3tr M1+ HOLLOW eum We3itasy ASt-, License# t..131.123 ol5/ a_ ELECTRICIAN Al i fl_ COMPANY SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/ N 1 Address License # PLUMBER P ,/ / q... COMPANY SIGNATURE 1 REGISTERED I Y/ N 1 FEE CURRENT 1 Y/ N I Address License # MECHANICAL tti bi— COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # OTHER ` ` /A COMPANY SIGNATURE / " ' `1' REGISTERED I Y / N I FEE CURRENT I Y / N I Address License # I RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $5000) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs , Sewers '' „ 'Service Upgrades NC Fences (Plot/Survey /Footage) "!CC :'k ; ',., i ' Driv IA,uays over Celt roadways.. needs ROW A' _ 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 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 existifg 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 °l,=lorida 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 obtainer( 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 government agencies may apply to the intended work, and that it is my responsibility to identify what actions 1 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 ekpressly•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 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 w• • - •mmen -:. n ex on may be requested, in writing, from the Building Official for a period not to exceed ni -ty (90) da : and will demonstra justifiable cause for the extension. If work ceases for ninety (90) consecutive days, ejob is co' • ered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO MENCEM Y RESULT YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IN ND TO OB INANC , CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR OTIC • " • EN ' ENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR / Subscribed and sworn to (or affirmed) before me this Su scr ed and s 'a i�e•1 b for by 3 zoa S b ( ft-) d A Pn. Who is /are personally known to me or has /have produced Whoi/are personally known to me or has /have produced as identification. i caz; 4. ` , .L' c r ' s as identification. Notary Public Notary Public r crcmrrr Commission No. Commission No. _ THOMAS F. kJCH r II Comm* D00605001 ._ � ✓ /- '/;?, c Name of Notary typed, printed or stamped I � �-' txlA eslunbrN10 Name of Notary typed, printed or stamped Florida Notary Assn.. Inc 1 SQ. FEET PRICE • MAIN OR LIVING: 440 $39.61 OTHER AREA UNDER ROOF: - $94.00 OTHER: - $- VALUATION $17,428.40 FEE SHEET $120.00 ADDRESS DRIVEWAY BUILDING: $122.40 ELECTRICAL: PLUMBING' _ MECHANICAL: SUB -TOTAL $122.40 RADON: $4.40 TOTAL $126.80 SEWER: $- WATER: $- IRRIGATION: $- TOTAL: $- WATER METER:I $- IRRIGATION METE W $- I FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $- PUBLIC SAFETY IMPACT FEES POLICE $- FIRE $- 5% $ - TOTAL: $- I SUB -TOTAL $126.80 I PARK IMPACT FEESI $- I SIPS: $- 100.0% $- 1.0% $- TOTAL: $- T I F'S $- 99 °/ $- 1 °/ $ TOTAL: $126.80 I 1 . ~ __ R _ M p O M II y F a I . i. Ill 0 1 1006o ! 21 lo r S r : M t i . . 0 • w W • e. r • ea si• le I i MI • \ 6j. 1 M Of IV I O O 0 o y �{ IC it • y Q • M Y 0 g• I ? . " I 0 • O Er O ■ e w • e A • 'Y S IIN . Y R M O y r a I v ii i e v • S 32 r • 6 IT o w rt M '' ► ~ M • I • 30006 r . 1 e. 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J S� f. 6 of V\ N E • L ��0 • lk � I � / 3 ni ,--- ::::.:.:.:.:.:.:.:.: is t„. ep • v2. • 4.N Z o � 6 0 ' < .) 1 • 60 • • p0. ° �� 9°. ° o } w O . e w • do x 5' OC>-U < p. m 0 _ d I °zwv r �� �, 0 . 0) 0 0 N 0 e, L cn -tn bo' •� W � �, \ 5 o Z�w # 1 m U W m o \ .>. ° 0 o Ilk ts Q • a5 . • d \ • `c•4 \` O V • O.. t::. .. o 4 y 2 c m O ° a `� ".4 w \ \ o a . . \ 0, .. Q CL CL Q 0 .' \ `:' / 3 \ \ � & la -7 rn ° a \ �; 4.1,... ' . - - f° O ti "w z \ \� _° _ c s co 1141 .J .� ~N FLOOD VENT CALCULATIONS ( MTSMI6W/ (4)1/4" x 1.1 /2" TAP - CONS INTO TIE BEAM AND (7) 1 O NAILS --� MAX UPLIFT 8164 (') NOTE: OR USP EQUIVALENT STRAP. RETROFIT - MTSM ANCHOR ® INDICATES FLOOD VENTS BASED ON 1 SQUARE INCH VENT PER 1 SQUARE FEET OF FLOODED AREA VENTS ARE 8 X 16 "HYDROSTATIC" VENT FLORIDA APPROVED PRODUCT AND A TOTAL OF 55 SQUARE INCHES OF VENTING PER UNIT TOTAL AREA = 440 SF # OF BLOCKS = 440 / 55 = 8 Provide 2 Vents at each location for Cross Venting as indicated on floor plan. 16" 16" ;0 EACH BLOCK PROVIDES 55 SQ. IN 8" x 16" ALUM. VENT W/ SCREEN. ATTACH TO OF VENT: 5' x 5.5' x 2 = 55 CMU "VENT' W/ (4) 3/16'x1.1 /4" TAPCONS " HYDROSTATIC VENTS ARE 8x8x16 CMU TURNED SIDEWAYS AT C.B. STEMWALL CONST. TO EXPOSE OPEN CELLS. THEN COVERED W/ 8" z 16" ALUM VENT, HYDROSTATIC VENTS ARE 824x16 FRAMED OPENING IN WOOD WALL THEN COVERED W/ 8' x 16' ALUM VENT. HYDROSTATIC VENT DETAIL a a a a gat [ 0 1 , - - 13 a -_ -- to GABLE ROOF NOTES a — 4'-0" MIN. ZONE 1 = 6" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD ZONE 2 = 6" O.C. THROUGHOUT ZONE 3 = 4" O.C. AT PANEL EDGES, 8" O.C. IN THE FIELD ALL NAILS SHALL BE 8d NAILS. NO SUBSTITUTIONS, SCHEMATIC NAILING PATTERNS FRAMING NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (FBC 105.6) 20' -0" I° N 1' D" O" °� Al ROOF FRAMING PLAN SCALE: 1/4" = 1' -0" ROOF FRAMING PLAN PER DRAWINGS PREPARED BY 41 TRUSS, SPRING HILL, FLORIDA DATED SEPTEMBER 22, 2009, JOB No. 50203 FOR THIS PROJECT, THE MAX CALULATED UPLIFT REACTION DOES NOT EXCEED 1804 C? N N t.0 ' NOT TO SCALE 4" CONCRETE SLAB GRADE CONCRETE SLAB WITH 6x6 W.W. MESH OR SYNTHETIC FIBER REINFORCEMENT (2) #5 RODS ON CHAIRS 16" DETAIL A 3/4" NOMINAL RECESS 1 8 1I 1 4" CONCRETE SLAB WITH 6x6 W.W. MESH 1 OR SYNTHETIC FIBER REINFORCEMENT I GRADE VIA A ". (2) #5 RODS ON CHAIRS 16" DETAIL B " 4' -0" T -10" 3' -6" 4' -0" 4' -0" 4' A2 - -- ----- - - - - -- - - - -- I 1 A2 A2 A2 4RE-ENGINEER DI ROOF TRUSSES A2 24" O.C. MAX. DES GNED BY OTHERS A2 N A2 A2 A2 A2 Al ROOF FRAMING PLAN SCALE: 1/4" = 1' -0" ROOF FRAMING PLAN PER DRAWINGS PREPARED BY 41 TRUSS, SPRING HILL, FLORIDA DATED SEPTEMBER 22, 2009, JOB No. 50203 FOR THIS PROJECT, THE MAX CALULATED UPLIFT REACTION DOES NOT EXCEED 1804 C? N N t.0 ' NOT TO SCALE 4" CONCRETE SLAB GRADE CONCRETE SLAB WITH 6x6 W.W. MESH OR SYNTHETIC FIBER REINFORCEMENT (2) #5 RODS ON CHAIRS 16" DETAIL A 3/4" NOMINAL RECESS 1 8 1I 1 4" CONCRETE SLAB WITH 6x6 W.W. MESH 1 OR SYNTHETIC FIBER REINFORCEMENT I GRADE VIA A ". (2) #5 RODS ON CHAIRS 16" DETAIL B C? I `* 1 #5 ROD CONTINUOUS FROM 1 L — — — — — — — FOOTING TO BOND BEAM IN I o co • i POURED SOLID CELL WITH 1 3000 PSI GROUT (TYPICAL- INDICATED BY DARK DOT) Ir '� I • 1 4" THICK MONOLITHIC CONCRETE SLAB WITH 66 10 /10 W.W.F. ON 6 MIL. VAPOR BARRIER OVER CLEAN COMPACTED 1 FILL TREATED AGAINST TERMITES 1 z10 A NOTE: SYNTHETIC FIBER REINFORCEMENT I MAY BE SUBSTITUTED INSTEAD OF WIRE 1 I 1 I • I 1 s I 1 I 1 I 1 I 1 I 1 3/4" RECESS AT OVERHEAD GARAGE DOOR 1 (TYPICAL) 1 8 " 8" 16' -8" 8" 8" ' 20' -0" FOUNDATION PLAN SCALE: 1 /4" = 1' -0" FOUNDATION NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS (1) #5 K.O. BLOCK (1) #5 POURED SOLID W /GROUT r K.O. BLOCK ° CONC. BLK. POURED SOLID W /GROUT N pp .�• PRECAST CONCRETE PRECAST CONCRETE LINTEL BLOCK (1) 45 LINTEL BLOCK POURED SOLID W /GROUT L-1 POURED SOLIDW /GROUT (1) #5 L-2 NOTES: 1. IN LINTEL 1-2" ONE OF THE TOP BARS IS A CONTINUOUS BOND BEAM BAR. THE SECOND BAR SHALL EXTEND TO THE NEXT ADJACENT VERTICAL BAR OR 16" MINIMUM BEYOND OPENING, WHICH- EVER IS GREATER. 2. PRE - ENGINEERED LINTELS (WITH FLORIDA PRODUCT APPROVAL) OF EQUIVALENT LOAD CAPACITY MAY BE SUBSTITUED AT CONTRACTOR'S OPTION. PRE-CAST LINTEL DETAIL NOTE: ALL LINTELS TYPE L -1 UNLESS NOTED OTHERWISE WINDOW SCHEDULE LINTEL SCHEDULE SILL WIND LINTEL 1 CODE QTY. WINDOW SIZE ROUGH OPENING HEIGHT HEIGHT PRESSURE TYPE LINTEL LENGTH 23 SH 2 37" x 38.3/8" 4 x / 80" 42" 32.4 L -1 3' -10" DOOR SCHEDULE LINTEL SCHEDULE WIND LINTEL MIN. OVER= CODE QTY. ACTUAL SIZE ROUGH OPENING REMARKS PRESSURE TYPE F; L LENGTH PV W /12 SDL . 1 4.0 X 6' -8" 53 x 82-112- 32.4 L-1 _ ' 0" 6' X 7' ROLL -UP GARAG '1 16' -0" x T -0" 192" x 84" 26.9 L-2 6' 8" NOTE IND CONTRACTOR TO VERIFY'WINDOW /DOOR OPENINGS PRIOR TO CONSTRUCTION FLORIDA PRODUCT APPROVAL NUMBERS ITEM DESCRIPTION MANUFACTURER FL. APPROVAL NUMBER GARAGE (DOOR CLOPAY MODEL 73 FL 56157 SECTIONAL GARAGE DOO MAN DOOR THERMA -TRU FL 5262.5 W1ND(OW MI SERIES 740 FL 7590.16 SHINGLLES GAF /ELK HIGH DER 30 FL 16124.1 FELTPAAPER WOODLAND INDUSTRIES FL 1814.1. HOLD)OOWNS SIMPSON STRONG TIE META 16 FL 11473.1 HOLD)OWNS SIMPSON STRONG TIE MTSM 16 FL 11473.2 ANCHOR BOLT SIMPSON STRONG 112" x 4 -1/4" FL 402.4 WEDGE ANCHOR 20' -0" 4' -8" T -2" 4' -2" T -4" 4' -8" 3' -0" x 6' -8" 6 -PANEL SMOOTH FIBERGLASS DOOR WITH d #5 ROD CONTINUOUS FROM 1 FOOTING TO BOND BEAM IN I� POURED SOLID CELL WITH Q 3000 PSI GROUT (TYPICAL 1 z _ INDICATED BY DARK DOT) w I� N En M U') 1 N HYDROSTATIC Garage = o FLOOD VENT CIO N (SEE DETAIL) 8'-8 FLAT CLG. o TYP. of 8 Reqd. I -- - - - - - - - -, ---------- N I °* I 18 8" I I I I I I I ' I I I I I I 16' -0" x T -0" WHITE RAISED PA 1 EL SECTIONAL GARAGE DOOR LINTEL L 2 ABC E - SEE DETAIL 2 1 -0111 I 161-00 0 N 2' -0" NOTE: ALL EXTERIOR CONCRETE o 0 BLOCK WALLS ARE SHEARWALLS FLOOR PLAN 44 SQ. FT. ,x SCALE: 1/4" = 1' -0" RIDGE VENT 12.4 30 YEAR DIMENSIONAL ROOF SLOPE FIBERGLASS ROOF SHINGLES MEN SOP OF WALL 00 KELLY E. I_r N�' P.E. FL## S6 EB# 9333 DATE THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED TO COMPLY WITH APPLICABLE NINDLOADING REQUIREMENTS OF ASCE 7.05 AND THE FLORIDA BUILDING AND RESIDENTIAL CODE 2007 EDITION AND ALL 2009 UPDATES, NO OTHER CERTIFICATION IS EXPRESSED OR IMPLIED, THIS CERTIFICATION IS NOT VALID UNLESS IT CONTAINS AN ORIGINAL SIGNATURE AND EMBOSSED SEAL. I HAVE ALSO REVIEWED THE TRUSS DRAWINGS PREPARED BY 41 TRUSS, SPRING HILL, FLORIDA DATED SEPT. 22, 2009, JOB No. 50203 FOR THIS PROJECT AND THEY ARE IN CONFORMANCE WITH THESE CONSTRUCTION DRAWINGS, ALLTECH STRUCTURAL ENGINEERING, Inc. 2121 Bearss Tampa, Florida 33618 Fax: (813) 247 -7409 Phones (813) 247 -7400 F INISHED SOUTH ELEVATION SCALE: 1/4 H = 1' -0" STRUCK BLOCK FINISH HYDROSTATIC FLOOD VENt (Typ.) SMOOTH, NO -GROVE CEMENT BOARD SIDING (GABLE ENDS ONLY). —30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12 4 TOP OF WALL ' -0 w w , a�� _ " LL _ _ - � ° o O A71 z o in 23 SH STRUCK BLOCK FINISH — FINISHED SLAB 3' -0" z 6'8" 6 -PANEL SMOOTH FIBERILASS DOOR WITH EAST ELEVATI , SCALE: 1 /4" = 1' -O" RIDGE VENT TOP OF WAJ Hi 0 �30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12:4 ROOF SLOPE >r STRUCK BLOCK FINISH � rn C__ or 21 SH HYDROSTATIC o FLOOD VENt (Typ.) NO RTH ELEVATION SCALE: 1/4" = 1'4" 00 TOP OF WALL FINISHED SLAB STRUCK BLOCK FINISH 30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12 4 I> rl' SMOOTH, NO -GROVE CEMENT BOARD SIDING (GABLE ENDS ONLY), MIEN: WIEN IFM DATE I R 09 -25 09 PRELIMINARY PLANS 03.28 09 REVISED PER CLIENT REVIEW 09. 2 9-99 FINAL PLANS TO ENGINEER � M Z p a U) r � M Eh W : E L7 M _j J "� _ W U � n_ Q � . ` O W� J N U) �p W M w 6;00 05 ° Uf 4r 3: W r N • r w� 1 • � r • • • (D w w = _ u iD p cV C). c o r z 16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR WEST ELEVAT SCALE: 1 /4 11 = 1' - 0 " 31 1 3 3 �® -- 1 --- - - -�-- —- - - - - -� — I I 1 I I 1 I 1 I 1 I I I I I I I I 1 1 ;® o 2 0 o ;® i 1 i I DATE FILE No. SEPT.,2009 3638 • J.I.S. DESIGNS, Inc. RE-SI DENT IAL BUILDING OF SI[:NE NS 5389 EAST GRANGER STREET INVERNESS, FLORIDA, 34452 352- 637 -6971 SHEET NUMBER 1 1 of 2 " 4' -0" T -10" 3' -6" 4' -0" 4' -0" 4' - -- ----- - - - - -- - - - -- I 1 FOUNDATION PLAN SCALE: 1 /4" = 1' -0" FOUNDATION NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS (1) #5 K.O. BLOCK (1) #5 POURED SOLID W /GROUT r K.O. BLOCK ° CONC. BLK. POURED SOLID W /GROUT N pp .�• PRECAST CONCRETE PRECAST CONCRETE LINTEL BLOCK (1) 45 LINTEL BLOCK POURED SOLID W /GROUT L-1 POURED SOLIDW /GROUT (1) #5 L-2 NOTES: 1. IN LINTEL 1-2" ONE OF THE TOP BARS IS A CONTINUOUS BOND BEAM BAR. THE SECOND BAR SHALL EXTEND TO THE NEXT ADJACENT VERTICAL BAR OR 16" MINIMUM BEYOND OPENING, WHICH- EVER IS GREATER. 2. PRE - ENGINEERED LINTELS (WITH FLORIDA PRODUCT APPROVAL) OF EQUIVALENT LOAD CAPACITY MAY BE SUBSTITUED AT CONTRACTOR'S OPTION. PRE-CAST LINTEL DETAIL NOTE: ALL LINTELS TYPE L -1 UNLESS NOTED OTHERWISE WINDOW SCHEDULE LINTEL SCHEDULE SILL WIND LINTEL 1 CODE QTY. WINDOW SIZE ROUGH OPENING HEIGHT HEIGHT PRESSURE TYPE LINTEL LENGTH 23 SH 2 37" x 38.3/8" 4 x / 80" 42" 32.4 L -1 3' -10" DOOR SCHEDULE LINTEL SCHEDULE WIND LINTEL MIN. OVER= CODE QTY. ACTUAL SIZE ROUGH OPENING REMARKS PRESSURE TYPE F; L LENGTH PV W /12 SDL . 1 4.0 X 6' -8" 53 x 82-112- 32.4 L-1 _ ' 0" 6' X 7' ROLL -UP GARAG '1 16' -0" x T -0" 192" x 84" 26.9 L-2 6' 8" NOTE IND CONTRACTOR TO VERIFY'WINDOW /DOOR OPENINGS PRIOR TO CONSTRUCTION FLORIDA PRODUCT APPROVAL NUMBERS ITEM DESCRIPTION MANUFACTURER FL. APPROVAL NUMBER GARAGE (DOOR CLOPAY MODEL 73 FL 56157 SECTIONAL GARAGE DOO MAN DOOR THERMA -TRU FL 5262.5 W1ND(OW MI SERIES 740 FL 7590.16 SHINGLLES GAF /ELK HIGH DER 30 FL 16124.1 FELTPAAPER WOODLAND INDUSTRIES FL 1814.1. HOLD)OOWNS SIMPSON STRONG TIE META 16 FL 11473.1 HOLD)OWNS SIMPSON STRONG TIE MTSM 16 FL 11473.2 ANCHOR BOLT SIMPSON STRONG 112" x 4 -1/4" FL 402.4 WEDGE ANCHOR 20' -0" 4' -8" T -2" 4' -2" T -4" 4' -8" 3' -0" x 6' -8" 6 -PANEL SMOOTH FIBERGLASS DOOR WITH d #5 ROD CONTINUOUS FROM 1 FOOTING TO BOND BEAM IN I� POURED SOLID CELL WITH Q 3000 PSI GROUT (TYPICAL 1 z _ INDICATED BY DARK DOT) w I� N En M U') 1 N HYDROSTATIC Garage = o FLOOD VENT CIO N (SEE DETAIL) 8'-8 FLAT CLG. o TYP. of 8 Reqd. I -- - - - - - - - -, ---------- N I °* I 18 8" I I I I I I I ' I I I I I I 16' -0" x T -0" WHITE RAISED PA 1 EL SECTIONAL GARAGE DOOR LINTEL L 2 ABC E - SEE DETAIL 2 1 -0111 I 161-00 0 N 2' -0" NOTE: ALL EXTERIOR CONCRETE o 0 BLOCK WALLS ARE SHEARWALLS FLOOR PLAN 44 SQ. FT. ,x SCALE: 1/4" = 1' -0" RIDGE VENT 12.4 30 YEAR DIMENSIONAL ROOF SLOPE FIBERGLASS ROOF SHINGLES MEN SOP OF WALL 00 KELLY E. I_r N�' P.E. FL## S6 EB# 9333 DATE THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED TO COMPLY WITH APPLICABLE NINDLOADING REQUIREMENTS OF ASCE 7.05 AND THE FLORIDA BUILDING AND RESIDENTIAL CODE 2007 EDITION AND ALL 2009 UPDATES, NO OTHER CERTIFICATION IS EXPRESSED OR IMPLIED, THIS CERTIFICATION IS NOT VALID UNLESS IT CONTAINS AN ORIGINAL SIGNATURE AND EMBOSSED SEAL. I HAVE ALSO REVIEWED THE TRUSS DRAWINGS PREPARED BY 41 TRUSS, SPRING HILL, FLORIDA DATED SEPT. 22, 2009, JOB No. 50203 FOR THIS PROJECT AND THEY ARE IN CONFORMANCE WITH THESE CONSTRUCTION DRAWINGS, ALLTECH STRUCTURAL ENGINEERING, Inc. 2121 Bearss Tampa, Florida 33618 Fax: (813) 247 -7409 Phones (813) 247 -7400 F INISHED SOUTH ELEVATION SCALE: 1/4 H = 1' -0" STRUCK BLOCK FINISH HYDROSTATIC FLOOD VENt (Typ.) SMOOTH, NO -GROVE CEMENT BOARD SIDING (GABLE ENDS ONLY). —30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12 4 TOP OF WALL ' -0 w w , a�� _ " LL _ _ - � ° o O A71 z o in 23 SH STRUCK BLOCK FINISH — FINISHED SLAB 3' -0" z 6'8" 6 -PANEL SMOOTH FIBERILASS DOOR WITH EAST ELEVATI , SCALE: 1 /4" = 1' -O" RIDGE VENT TOP OF WAJ Hi 0 �30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12:4 ROOF SLOPE >r STRUCK BLOCK FINISH � rn C__ or 21 SH HYDROSTATIC o FLOOD VENt (Typ.) NO RTH ELEVATION SCALE: 1/4" = 1'4" 00 TOP OF WALL FINISHED SLAB STRUCK BLOCK FINISH 30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12 4 I> rl' SMOOTH, NO -GROVE CEMENT BOARD SIDING (GABLE ENDS ONLY), MIEN: WIEN IFM DATE I R 09 -25 09 PRELIMINARY PLANS 03.28 09 REVISED PER CLIENT REVIEW 09. 2 9-99 FINAL PLANS TO ENGINEER � M Z p a U) r � M Eh W : E L7 M _j J "� _ W U � n_ Q � . ` O W� J N U) �p W M w 6;00 05 ° Uf 4r 3: W r N • r w� 1 • � r • • • (D w w = _ u iD p cV C). c o r z 16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR WEST ELEVAT SCALE: 1 /4 11 = 1' - 0 " 31 1 3 3 �® -- 1 --- - - -�-- —- - - - - -� — I I 1 I I 1 I 1 I 1 I I I I I I I I 1 1 ;® o 2 0 o ;® i 1 i I DATE FILE No. SEPT.,2009 3638 • J.I.S. DESIGNS, Inc. RE-SI DENT IAL BUILDING OF SI[:NE NS 5389 EAST GRANGER STREET INVERNESS, FLORIDA, 34452 352- 637 -6971 SHEET NUMBER 1 1 of 2 NOTES: 1. IN LINTEL 1-2" ONE OF THE TOP BARS IS A CONTINUOUS BOND BEAM BAR. THE SECOND BAR SHALL EXTEND TO THE NEXT ADJACENT VERTICAL BAR OR 16" MINIMUM BEYOND OPENING, WHICH- EVER IS GREATER. 2. PRE - ENGINEERED LINTELS (WITH FLORIDA PRODUCT APPROVAL) OF EQUIVALENT LOAD CAPACITY MAY BE SUBSTITUED AT CONTRACTOR'S OPTION. PRE-CAST LINTEL DETAIL NOTE: ALL LINTELS TYPE L -1 UNLESS NOTED OTHERWISE WINDOW SCHEDULE LINTEL SCHEDULE SILL WIND LINTEL 1 CODE QTY. WINDOW SIZE ROUGH OPENING HEIGHT HEIGHT PRESSURE TYPE LINTEL LENGTH 23 SH 2 37" x 38.3/8" 4 x / 80" 42" 32.4 L -1 3' -10" DOOR SCHEDULE LINTEL SCHEDULE WIND LINTEL MIN. OVER= CODE QTY. ACTUAL SIZE ROUGH OPENING REMARKS PRESSURE TYPE F; L LENGTH PV W /12 SDL . 1 4.0 X 6' -8" 53 x 82-112- 32.4 L-1 _ ' 0" 6' X 7' ROLL -UP GARAG '1 16' -0" x T -0" 192" x 84" 26.9 L-2 6' 8" NOTE IND CONTRACTOR TO VERIFY'WINDOW /DOOR OPENINGS PRIOR TO CONSTRUCTION FLORIDA PRODUCT APPROVAL NUMBERS ITEM DESCRIPTION MANUFACTURER FL. APPROVAL NUMBER GARAGE (DOOR CLOPAY MODEL 73 FL 56157 SECTIONAL GARAGE DOO MAN DOOR THERMA -TRU FL 5262.5 W1ND(OW MI SERIES 740 FL 7590.16 SHINGLLES GAF /ELK HIGH DER 30 FL 16124.1 FELTPAAPER WOODLAND INDUSTRIES FL 1814.1. HOLD)OOWNS SIMPSON STRONG TIE META 16 FL 11473.1 HOLD)OWNS SIMPSON STRONG TIE MTSM 16 FL 11473.2 ANCHOR BOLT SIMPSON STRONG 112" x 4 -1/4" FL 402.4 WEDGE ANCHOR 20' -0" 4' -8" T -2" 4' -2" T -4" 4' -8" 3' -0" x 6' -8" 6 -PANEL SMOOTH FIBERGLASS DOOR WITH d #5 ROD CONTINUOUS FROM 1 FOOTING TO BOND BEAM IN I� POURED SOLID CELL WITH Q 3000 PSI GROUT (TYPICAL 1 z _ INDICATED BY DARK DOT) w I� N En M U') 1 N HYDROSTATIC Garage = o FLOOD VENT CIO N (SEE DETAIL) 8'-8 FLAT CLG. o TYP. of 8 Reqd. I -- - - - - - - - -, ---------- N I °* I 18 8" I I I I I I I ' I I I I I I 16' -0" x T -0" WHITE RAISED PA 1 EL SECTIONAL GARAGE DOOR LINTEL L 2 ABC E - SEE DETAIL 2 1 -0111 I 161-00 0 N 2' -0" NOTE: ALL EXTERIOR CONCRETE o 0 BLOCK WALLS ARE SHEARWALLS FLOOR PLAN 44 SQ. FT. ,x SCALE: 1/4" = 1' -0" RIDGE VENT 12.4 30 YEAR DIMENSIONAL ROOF SLOPE FIBERGLASS ROOF SHINGLES MEN SOP OF WALL 00 KELLY E. I_r N�' P.E. FL## S6 EB# 9333 DATE THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED TO COMPLY WITH APPLICABLE NINDLOADING REQUIREMENTS OF ASCE 7.05 AND THE FLORIDA BUILDING AND RESIDENTIAL CODE 2007 EDITION AND ALL 2009 UPDATES, NO OTHER CERTIFICATION IS EXPRESSED OR IMPLIED, THIS CERTIFICATION IS NOT VALID UNLESS IT CONTAINS AN ORIGINAL SIGNATURE AND EMBOSSED SEAL. I HAVE ALSO REVIEWED THE TRUSS DRAWINGS PREPARED BY 41 TRUSS, SPRING HILL, FLORIDA DATED SEPT. 22, 2009, JOB No. 50203 FOR THIS PROJECT AND THEY ARE IN CONFORMANCE WITH THESE CONSTRUCTION DRAWINGS, ALLTECH STRUCTURAL ENGINEERING, Inc. 2121 Bearss Tampa, Florida 33618 Fax: (813) 247 -7409 Phones (813) 247 -7400 F INISHED SOUTH ELEVATION SCALE: 1/4 H = 1' -0" STRUCK BLOCK FINISH HYDROSTATIC FLOOD VENt (Typ.) SMOOTH, NO -GROVE CEMENT BOARD SIDING (GABLE ENDS ONLY). —30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12 4 TOP OF WALL ' -0 w w , a�� _ " LL _ _ - � ° o O A71 z o in 23 SH STRUCK BLOCK FINISH — FINISHED SLAB 3' -0" z 6'8" 6 -PANEL SMOOTH FIBERILASS DOOR WITH EAST ELEVATI , SCALE: 1 /4" = 1' -O" RIDGE VENT TOP OF WAJ Hi 0 �30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12:4 ROOF SLOPE >r STRUCK BLOCK FINISH � rn C__ or 21 SH HYDROSTATIC o FLOOD VENt (Typ.) NO RTH ELEVATION SCALE: 1/4" = 1'4" 00 TOP OF WALL FINISHED SLAB STRUCK BLOCK FINISH 30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12 4 I> rl' SMOOTH, NO -GROVE CEMENT BOARD SIDING (GABLE ENDS ONLY), MIEN: WIEN IFM DATE I R 09 -25 09 PRELIMINARY PLANS 03.28 09 REVISED PER CLIENT REVIEW 09. 2 9-99 FINAL PLANS TO ENGINEER � M Z p a U) r � M Eh W : E L7 M _j J "� _ W U � n_ Q � . ` O W� J N U) �p W M w 6;00 05 ° Uf 4r 3: W r N • r w� 1 • � r • • • (D w w = _ u iD p cV C). c o r z 16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR WEST ELEVAT SCALE: 1 /4 11 = 1' - 0 " 31 1 3 3 �® -- 1 --- - - -�-- —- - - - - -� — I I 1 I I 1 I 1 I 1 I I I I I I I I 1 1 ;® o 2 0 o ;® i 1 i I DATE FILE No. SEPT.,2009 3638 • J.I.S. DESIGNS, Inc. RE-SI DENT IAL BUILDING OF SI[:NE NS 5389 EAST GRANGER STREET INVERNESS, FLORIDA, 34452 352- 637 -6971 SHEET NUMBER 1 1 of 2 FLORIDA PRODUCT APPROVAL NUMBERS ITEM DESCRIPTION MANUFACTURER FL. APPROVAL NUMBER GARAGE (DOOR CLOPAY MODEL 73 FL 56157 SECTIONAL GARAGE DOO MAN DOOR THERMA -TRU FL 5262.5 W1ND(OW MI SERIES 740 FL 7590.16 SHINGLLES GAF /ELK HIGH DER 30 FL 16124.1 FELTPAAPER WOODLAND INDUSTRIES FL 1814.1. HOLD)OOWNS SIMPSON STRONG TIE META 16 FL 11473.1 HOLD)OWNS SIMPSON STRONG TIE MTSM 16 FL 11473.2 ANCHOR BOLT SIMPSON STRONG 112" x 4 -1/4" FL 402.4 WEDGE ANCHOR 20' -0" 4' -8" T -2" 4' -2" T -4" 4' -8" 3' -0" x 6' -8" 6 -PANEL SMOOTH FIBERGLASS DOOR WITH d #5 ROD CONTINUOUS FROM 1 FOOTING TO BOND BEAM IN I� POURED SOLID CELL WITH Q 3000 PSI GROUT (TYPICAL 1 z _ INDICATED BY DARK DOT) w I� N En M U') 1 N HYDROSTATIC Garage = o FLOOD VENT CIO N (SEE DETAIL) 8'-8 FLAT CLG. o TYP. of 8 Reqd. I -- - - - - - - - -, ---------- N I °* I 18 8" I I I I I I I ' I I I I I I 16' -0" x T -0" WHITE RAISED PA 1 EL SECTIONAL GARAGE DOOR LINTEL L 2 ABC E - SEE DETAIL 2 1 -0111 I 161-00 0 N 2' -0" NOTE: ALL EXTERIOR CONCRETE o 0 BLOCK WALLS ARE SHEARWALLS FLOOR PLAN 44 SQ. FT. ,x SCALE: 1/4" = 1' -0" RIDGE VENT 12.4 30 YEAR DIMENSIONAL ROOF SLOPE FIBERGLASS ROOF SHINGLES MEN SOP OF WALL 00 KELLY E. I_r N�' P.E. FL## S6 EB# 9333 DATE THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED TO COMPLY WITH APPLICABLE NINDLOADING REQUIREMENTS OF ASCE 7.05 AND THE FLORIDA BUILDING AND RESIDENTIAL CODE 2007 EDITION AND ALL 2009 UPDATES, NO OTHER CERTIFICATION IS EXPRESSED OR IMPLIED, THIS CERTIFICATION IS NOT VALID UNLESS IT CONTAINS AN ORIGINAL SIGNATURE AND EMBOSSED SEAL. I HAVE ALSO REVIEWED THE TRUSS DRAWINGS PREPARED BY 41 TRUSS, SPRING HILL, FLORIDA DATED SEPT. 22, 2009, JOB No. 50203 FOR THIS PROJECT AND THEY ARE IN CONFORMANCE WITH THESE CONSTRUCTION DRAWINGS, ALLTECH STRUCTURAL ENGINEERING, Inc. 2121 Bearss Tampa, Florida 33618 Fax: (813) 247 -7409 Phones (813) 247 -7400 F INISHED SOUTH ELEVATION SCALE: 1/4 H = 1' -0" STRUCK BLOCK FINISH HYDROSTATIC FLOOD VENt (Typ.) SMOOTH, NO -GROVE CEMENT BOARD SIDING (GABLE ENDS ONLY). —30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12 4 TOP OF WALL ' -0 w w , a�� _ " LL _ _ - � ° o O A71 z o in 23 SH STRUCK BLOCK FINISH — FINISHED SLAB 3' -0" z 6'8" 6 -PANEL SMOOTH FIBERILASS DOOR WITH EAST ELEVATI , SCALE: 1 /4" = 1' -O" RIDGE VENT TOP OF WAJ Hi 0 �30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12:4 ROOF SLOPE >r STRUCK BLOCK FINISH � rn C__ or 21 SH HYDROSTATIC o FLOOD VENt (Typ.) NO RTH ELEVATION SCALE: 1/4" = 1'4" 00 TOP OF WALL FINISHED SLAB STRUCK BLOCK FINISH 30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12 4 I> rl' SMOOTH, NO -GROVE CEMENT BOARD SIDING (GABLE ENDS ONLY), MIEN: WIEN IFM DATE I R 09 -25 09 PRELIMINARY PLANS 03.28 09 REVISED PER CLIENT REVIEW 09. 2 9-99 FINAL PLANS TO ENGINEER � M Z p a U) r � M Eh W : E L7 M _j J "� _ W U � n_ Q � . ` O W� J N U) �p W M w 6;00 05 ° Uf 4r 3: W r N • r w� 1 • � r • • • (D w w = _ u iD p cV C). c o r z 16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR WEST ELEVAT SCALE: 1 /4 11 = 1' - 0 " 31 1 3 3 �® -- 1 --- - - -�-- —- - - - - -� — I I 1 I I 1 I 1 I 1 I I I I I I I I 1 1 ;® o 2 0 o ;® i 1 i I DATE FILE No. SEPT.,2009 3638 • J.I.S. DESIGNS, Inc. RE-SI DENT IAL BUILDING OF SI[:NE NS 5389 EAST GRANGER STREET INVERNESS, FLORIDA, 34452 352- 637 -6971 SHEET NUMBER 1 1 of 2 20' -0" 4' -8" T -2" 4' -2" T -4" 4' -8" 3' -0" x 6' -8" 6 -PANEL SMOOTH FIBERGLASS DOOR WITH d #5 ROD CONTINUOUS FROM 1 FOOTING TO BOND BEAM IN I� POURED SOLID CELL WITH Q 3000 PSI GROUT (TYPICAL 1 z _ INDICATED BY DARK DOT) w I� N En M U') 1 N HYDROSTATIC Garage = o FLOOD VENT CIO N (SEE DETAIL) 8'-8 FLAT CLG. o TYP. of 8 Reqd. I -- - - - - - - - -, ---------- N I °* I 18 8" I I I I I I I ' I I I I I I 16' -0" x T -0" WHITE RAISED PA 1 EL SECTIONAL GARAGE DOOR LINTEL L 2 ABC E - SEE DETAIL 2 1 -0111 I 161-00 0 N 2' -0" NOTE: ALL EXTERIOR CONCRETE o 0 BLOCK WALLS ARE SHEARWALLS FLOOR PLAN 44 SQ. FT. ,x SCALE: 1/4" = 1' -0" RIDGE VENT 12.4 30 YEAR DIMENSIONAL ROOF SLOPE FIBERGLASS ROOF SHINGLES MEN SOP OF WALL 00 KELLY E. I_r N�' P.E. FL## S6 EB# 9333 DATE THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED TO COMPLY WITH APPLICABLE NINDLOADING REQUIREMENTS OF ASCE 7.05 AND THE FLORIDA BUILDING AND RESIDENTIAL CODE 2007 EDITION AND ALL 2009 UPDATES, NO OTHER CERTIFICATION IS EXPRESSED OR IMPLIED, THIS CERTIFICATION IS NOT VALID UNLESS IT CONTAINS AN ORIGINAL SIGNATURE AND EMBOSSED SEAL. I HAVE ALSO REVIEWED THE TRUSS DRAWINGS PREPARED BY 41 TRUSS, SPRING HILL, FLORIDA DATED SEPT. 22, 2009, JOB No. 50203 FOR THIS PROJECT AND THEY ARE IN CONFORMANCE WITH THESE CONSTRUCTION DRAWINGS, ALLTECH STRUCTURAL ENGINEERING, Inc. 2121 Bearss Tampa, Florida 33618 Fax: (813) 247 -7409 Phones (813) 247 -7400 F INISHED SOUTH ELEVATION SCALE: 1/4 H = 1' -0" STRUCK BLOCK FINISH HYDROSTATIC FLOOD VENt (Typ.) SMOOTH, NO -GROVE CEMENT BOARD SIDING (GABLE ENDS ONLY). —30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12 4 TOP OF WALL ' -0 w w , a�� _ " LL _ _ - � ° o O A71 z o in 23 SH STRUCK BLOCK FINISH — FINISHED SLAB 3' -0" z 6'8" 6 -PANEL SMOOTH FIBERILASS DOOR WITH EAST ELEVATI , SCALE: 1 /4" = 1' -O" RIDGE VENT TOP OF WAJ Hi 0 �30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12:4 ROOF SLOPE >r STRUCK BLOCK FINISH � rn C__ or 21 SH HYDROSTATIC o FLOOD VENt (Typ.) NO RTH ELEVATION SCALE: 1/4" = 1'4" 00 TOP OF WALL FINISHED SLAB STRUCK BLOCK FINISH 30 YEAR DIMENSIONAL FIBERGLASS ROOF SHINGLES 12 4 I> rl' SMOOTH, NO -GROVE CEMENT BOARD SIDING (GABLE ENDS ONLY), MIEN: WIEN IFM DATE I R 09 -25 09 PRELIMINARY PLANS 03.28 09 REVISED PER CLIENT REVIEW 09. 2 9-99 FINAL PLANS TO ENGINEER � M Z p a U) r � M Eh W : E L7 M _j J "� _ W U � n_ Q � . ` O W� J N U) �p W M w 6;00 05 ° Uf 4r 3: W r N • r w� 1 • � r • • • (D w w = _ u iD p cV C). c o r z 16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR WEST ELEVAT SCALE: 1 /4 11 = 1' - 0 " 31 1 3 3 �® -- 1 --- - - -�-- —- - - - - -� — I I 1 I I 1 I 1 I 1 I I I I I I I I 1 1 ;® o 2 0 o ;® i 1 i I DATE FILE No. SEPT.,2009 3638 • J.I.S. DESIGNS, Inc. RE-SI DENT IAL BUILDING OF SI[:NE NS 5389 EAST GRANGER STREET INVERNESS, FLORIDA, 34452 352- 637 -6971 SHEET NUMBER 1 1 of 2 • r w� 1 • � r • • • (D w w = _ u iD p cV C). c o r z 16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR WEST ELEVAT SCALE: 1 /4 11 = 1' - 0 " 31 1 3 3 �® -- 1 --- - - -�-- —- - - - - -� — I I 1 I I 1 I 1 I 1 I I I I I I I I 1 1 ;® o 2 0 o ;® i 1 i I DATE FILE No. SEPT.,2009 3638 • J.I.S. DESIGNS, Inc. RE-SI DENT IAL BUILDING OF SI[:NE NS 5389 EAST GRANGER STREET INVERNESS, FLORIDA, 34452 352- 637 -6971 SHEET NUMBER 1 1 of 2 (D w w = _ u iD p cV C). c o r z 16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR WEST ELEVAT SCALE: 1 /4 11 = 1' - 0 " 31 1 3 3 �® -- 1 --- - - -�-- —- - - - - -� — I I 1 I I 1 I 1 I 1 I I I I I I I I 1 1 ;® o 2 0 o ;® i 1 i I DATE FILE No. SEPT.,2009 3638 • J.I.S. DESIGNS, Inc. RE-SI DENT IAL BUILDING OF SI[:NE NS 5389 EAST GRANGER STREET INVERNESS, FLORIDA, 34452 352- 637 -6971 SHEET NUMBER 1 1 of 2 16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR WEST ELEVAT SCALE: 1 /4 11 = 1' - 0 " 31 1 3 3 �® -- 1 --- - - -�-- —- - - - - -� — I I 1 I I 1 I 1 I 1 I I I I I I I I 1 1 ;® o 2 0 o ;® i 1 i I DATE FILE No. SEPT.,2009 3638 • J.I.S. DESIGNS, Inc. RE-SI DENT IAL BUILDING OF SI[:NE NS 5389 EAST GRANGER STREET INVERNESS, FLORIDA, 34452 352- 637 -6971 SHEET NUMBER 1 1 of 2 TERMITE TREATMENT y PRE- FABRICATED WOOD TRUSSES 30 YEAR DIMENSIONAL PER HIB -91 AND FBC @ 24" O.C. FIBERGLASS ROOF SHINGLES SOIL CHEMICAL BARRIER METHOD OVER 15# BLDG. FELT. OVER 7/16" O.S.B. SHEATHING SECURED 12 105,11 NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION TO PRE - ENGINEERED TRUSSES PER SCHEMATIC AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. NAILING PATTERN ON DETAIL SHEET. 4 1503.6 PROTECTION AGAINST DECAY AND TERMITES: CONDENSATE LINES AND ROOF DOWNSPOIUTS SHALL DISCHARGE AT LEAST 1 FOOT (305mm) DRIP EDGE AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDER GROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ALUM., FASCIA GENERAL NOTES END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. R320.1 TERMITE PROTECTION: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SUB FiASCIA — 1. THE DESIGN OF THIS STRUCTURE HAS BEEN REVIEWED FOR COMPLIANCE WITH THE D DESIGN PROVISIONS OF CHARIER 16 SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A VENTED SIMPSON META 16 HURRICANE STRAP TH PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE. UP014 COMPLETION OF THE APPLICATION OF ALUM. SOFFIT 12" WITH (7) lOdxl 1/2 NAILS AT EACH TRUSS END FLORIDA BUILDING CODE, 2007 EDITION THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST O H ( (1,450 # MAX. ALLOWABLE DESIGN UPLIFT CAPACITY) (AND ALL 2009 UPDATES) USING THE FOLLOWING CRITERIA: CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECIEVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONS " x 8" K .O. BLOK W/ (1) #5 ROD CONT, BASIC WIND SPEED = 120 MPH (3 SECOND GUST) I R320.1.1 IF SO IL T REATMENT sERV10ES, REATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE I 8" x 8" CONCRETE BLOCK IMPORTANCE FACTOR = 1.0 ( BUILDING CATEGORY II ) FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING, AND COMPACTION IS COMPLETE. PRE -CAST CONC. EXPOSURE CATEGORY = B (ALL DIRECTIONS) R320.1.2 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL SILL (THICK) i 8" x 8" "U" BLOCK W/ (1) #5 ROD CONT. INTERNAL PRESSURE COEFFICIENT = +/- 0.18 TREATMENT SHALL BE RETREATED WITH ,4 CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED. LINTEL PRECAST (OVER OPENINGS ONLY) I R320.1.3 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR ED REINFORCED CELLS I ALL DOORS AND WINDOWS IN EXTERIOR WALLS SHALL HAVE A M INIMUM GROUT THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS, OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL GROUTED ( I DESIGN WIND PRESSURE OF +/- 34.7 PSF UNLESS OTHERWISE NOTED. PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. ( T D ROD ) o0 R320.1.4 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED ALUM. SINGLE HUNG 'WINDO'W TOP TO EMBED 6" MIN. INTO WITH A MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE 'VAPOR RETARDER BOND BEAM W/ 90 deg. I °O 2. COMPONENTS AND CLADDING WIND PRESSURES TO BE USED FOR DESIGN OF EXTERIOR PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL HOOK OVER BOND BM. REINF. COMPONENT AND CLADDING MATERIALS ARE AS FOLLOWS: TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. W ALLS: 8" HOLLOW IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL C.M.U. (RUNNING BOND) EFFECTIVE WIND AREA WALLS /WINDOWS ROOFS PENETRATION OF THE CHEMICALS. I CLEANOUT OPENING 4 " x 4" UP TO 10 S.F. 34,7 PSF 50,1 PSF R320.1.6 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED STRUCK BLOCK FINISH EACH GROUTED CELL UP TO 20 S.F. 32.4 PSF 45.4 PSF UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305mrn) OF THE PRIMARY STRUCTURE SIDEWALLS, ALSO, A VERTICAL CHEMICAL I) OV TO 50 S.F. 29.3 PSF 39.3 PSF BARRIER SHALL BE APPLIED PROPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION /SPRINKLER OVE 50 S.F. 26 PSF INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL 'VERTICAL BARRIER IS APPLIED SHALL BE PROPTLY RETREATED. II 4" MONOLITHIC CONCRETE SLAB (3000 psi) , 34,7 PSF R320.1.7 IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM IS USED FOR SUBTERRANEAN TERMITE PREVENTION, W ITH 6x6 10/10 W.W.M. OR FIBER REINF,OV R SECTIONS R320.1.1 THROUGH R320.1.6 DO NOT APPLY; HOWEVER A SIGNED CONTRACT ASSURING THE INSTALLATION, MAINTENANCE AND DOWELS: (1) #5 WHERE I COMPACTED FILL TERMITE TREATED 3. UNLESS OTHERWISE SPECIFIED, ALL WORK AND MATERIALS SHALL CONFORM TO THE MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED SHOWN ON PLAN EMBED TO THE BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. 12 MIN. INTO FOOTING GRADE a ;-7L, -7 - ��-? -y ..� _ _ REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). IF THE BAITING SYSTEM DIRECTIONS FOR USE REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, W/ 90 deg HOOK - �i . � • 1 -1 MIN. COVER 4. DESIGN LIVE LOAD THE INSTALLATION OF THE MONITORING PHASE COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM. S USED IN THE ANALYSIS ARE FOLLOWS: R320.1.8 IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A WOOD TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION. �, 6 MIL VAPOR BARRIER ROOFS — 30 PSF SECTIONS R320.1.1 THROUGH R320.1.6 DO NOT APPLY. APPLICATION OF THE WOOD TREATMENT TERMITICIDE SHALL BE AS REQUIRED BY LABEL 4:�•,� — DIRECTIONS FOR USE, AND MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. NOTE: ANY LAPS BETWEEN VERT FLOORS = 40 PSF R320.2 PENETRATION: PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF STEEL AND DOWELS OR BETWEEN (NON- ELEVATED FLOORS MONOLITHIC FOOTING ) CELLULOSECONTAINING MATERIALS AND, IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, SHALL RECIEVE APPLICATION W/ (2) IT BARS CO T. 16" VERTICAL WALL STEEL SHALL BE PORCHES, LOFTS, BALCONIES = 60 PSF OF A TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. MIN. 40 BAR DIAMETERS 5. CONCRETE FOUNDATIONS SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 18, FBC, WHERE SUBSURFACE GEOTECHNICAL INVESTIGATIONS ARE NOT PROVIDED TO TYPICAL WALL TO THE ENGINEER, FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR THE FOLLOWING SECTION ASSUMED SOIL BEARING CONDITIONS: LOOSE GRANULAR MATERIAL WITH NO APPRECIABLE CLAY OR ORGANIC MATERIAL WITH A MINIMUM ALLOWABLE BEARING PRESSURE OF 2000 PSF. COMPACT FILL TO 95% MODIFIED PROCTOR. 6. MASONRY CONSTRUCTION SHALL CONFORM TO REQUIREMENTS OF CHAPTER 21, FBC. NET AREA COMPRESSIVE STRENGTH OF MASONRY IS 1500 PSI. TYPE M OR S MORTAR SHA' L BE USED. ALL MASONRY SHALL BE LAID IN RUNNING BOND PATTERN, OVERHEAD SECTIONAL DOOR 7. GROUT USED TO FILL CELLS, LINTELS AND BOND BEAMS SHALL CONFORM TO 1/2" x 8" A.B. 'W/ FILLED CELL Wi 0 TRACK W1 3/16" x 1" STEEL REQUIREMENTS OF CHAPTER 21, FBC. REQURED MINIMUM COMPRESSIVE STRENGTH IS (1) 45 VERT. (5) 112" DIA. x 6" 2" WASHERS SET _ LAG BOLT W/ WASHER MIN. 2500 PSI AT 28 DAYS. LED ADD #5 CORNER 1- BOLTS CELL. MIN PER JAMB o (6) PER TRACK TO JAMB BAR BENT 24" 8. REINFORCING BARS SHALL BE GRADE 40 DEFORMED BILLET STEEL BARS AND COMPLY BOND BEAM BAR 0 24" CONT. W000 TRIM WITH ASTM A 615 REQUIREMENTS. JOINT REINFORCING IF USED, SHALL BE 9 GAGE, - o P.T. #2 SYP GALVANIZED STEEL CONFORMING TO ASTM A 82 REQUIREMENTS. WELDED WIRE •' �:` #5 BAR VERT. 2" X 6° Q FABRIC SHALL CONFORM TO ASTM A 185 REQUIREMENTS. WIRE FABRIC SHALL BE W/ STD. HOOK _ " O SECTIONAL SUPPORTED AS REQUIRED IN SECTION R506, FBC. SYNTHETIC FIBER REINFORCEMENT AT TOP OVERHEAD DR. IS NOT PERMITTED AS A SUBSTITUTE FOR WIRE FABRIC UNLESS IT IS SHOWN ON THE GROUTED CELL 2x6 P.T. DRAWINGS. AT CORNER WD. JAMB p DOOR AND CONNECTION PER GARAGE DOOR MANUF. `r 9. CONCRETE SHALL CONFORM TO REQUIREMENTS OF CHAPTER 19, FBC, AND HAVE A TYP. GARAGE DOOR O MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. TYPICAL BOND _ G ARAGE SLAB 00 Sll/ G ARAGE TRACK MOUNT 10. ROOF AND WALL SHEATHING SHALL BE APA -RATED PANELS AND CONFORM TO BEAM CORNER REQUIREMENTS OF CHAPTER 23, FBC. WOOD STRUCTURAL PANEL DIAPHRAGM NAIL SPACING ALONG PANEL EDGES SHALL BE 6" O.C. UNLESS NOTED OTHERWISE. INTER- OVRHEAD GARAGE MEDIATE FASTENERS SHALL BE AT 6" O.C. UNLESS NOTED OTHERWISE. FASTENERS SHALL BE 8d RING SHANK NAILS, NO SUBSTITUTIONS. THICKNESS OF WOOD PANELS DOOR DETAIL ARE NOTED ON THE PLANS, MINIMUM NOMINAL PANEL THICKNESS SHALL BE 7/16 ". 11. WOOD STUDS AND GIRDER SUPPORT POSTS USED FOR BEARING WALL FRAMING OF LESS THAN 10' PLATE HEIGHT SHALL BE HEM -FIR, S -P -F; OR S -Y -P, STUD GRADE OR BETTER. WOOD STUDS AND GIRDER SUPPORT POSTS USED FOR BEARING WALL NOTE: FOR ANY UPRIGHT 48" AND GREATER ON GABLE END, FASTEN 2X4 #2 GRADE ON SIDE FRAMING WITH 10' PLATE HEIGHT AND HIGHER SHALL BE HEM -FIR, S -P -F; OR, S -Y -P FROM TOP TO BOTTOM CHORD OF TRUSS 2X6 EAVE TRIM CONSTRUCTION GRADE OR BETTER. WALL OPENINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 23, SECTION 2308, FBC, UNLESS OTHERWISE NOTED ON Z S7MOOOTH 2 O -GROVE CEMENT BOARD SIDING THE PLANS. \ OVER HOUSE 'WRAP OVER 7/16" O.S.B. SHEATHING 10 BLOCKING 'W/ 8d COMMON NAILS Q G" O.C. 12. WOOD BEAMS, RAFTERS AND OTHER HORIZONTAL LOAD BEARING ELEMENTS SHALL 48" O.C. BE S -Y -P #2 GRADE OR BETTER. (GABLE ENDS ONLY). � � I DIAGONAL BRACING @ 13. FASTENING OF WOOD FRAMING SHALL CONFORM TO TABLE 2304.9.1, FBC, UNLESS \�� I 8' -0" O.C. MAX. W /(4)16d EA END ,� I OTHERWISE NOTED. PRE -ENG. TYP �;< 2X BLOCKING ROOF TRUSSES 2x4 ; GABLE TRUSS 14. DESIGN OF PREFABRICATED WOOD TRUSSES IN FLOORS AND ROOFS IS DELEGATED TO THE TRUSS MANUFACTURER'S ENGINEER. THE TRUSS ENGINEER SHALL SUBMIT 2x4 i' P.T. 2X6 PLATE ENGINEERING DOCUMENTS FOR REVIEW FOR CONFORMANCE WITH THE DESIGN USE IOD FLAT ; INTENT OF THE PROJECT. NAILS RUNNER I P2-12d NAILS ' 15. INSTALLATION OF PREFABRICATED WOOD TRUSSES SHALL FOLLOW THE /2" X 6" ANCHOR BOLTS RECOMMENDATIONS OF THE TRUSS PLATE INSTITUTE PUBLICATION HIB -91, AND THE W12" DIAM, WASHER 4' -0" O.C. MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR IS RESPONSIBLE FOR 11.4 @ ' INSTALLING ALL TEMPORARY AND PERMANENT TRUSS BRACING IN ADDITION TO ANY 2X4 BLOCKING SUPPLEMENTAL BRACING SHOWN ON THE DRAWINGS. LAYED HORIZONTAL 2X4 BLOCKING (3 BAYS) @48" O.C. 12d NAILS @ 8" O.C. FIRST 2 TRUSS BAYS 16. WOOD CONSTRUCTION CONNECTORS SHOWN ON THE PLANS REPRESENT THE _ \ C NOTE: ALL 'WOOD TO BE NUMBER 2 GRADE CONC. FILLED "U" BLOCK DESIGNER'S INTENT TO FURNISH A COMPLETE LOAD PATH FROM ROOF TO W/ 1 - #5 REBAR CONT. FOUNDATION. OTHER BRANDS OR TYPES OF CONNECTORS THAT HAVE DOCUMENTED EQUIVALENT CAPACITY MAY BE SUBSTITUTED AT THE CONTRACTOR'S OPTION. GABLE END BLOCKING DETAI L 8x8xl6 CMU WALL NOTE: PROVIDE APPROVED HORIZONTAL CORROSION - RESISTANT FLASHING AT MASONRY /FRAME • INTERSECTION (PER R703.8). KELLY E. LYONS, P.E. E # 9 33,33 EB# 93;s3 - --ff DATE THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED TO COMPLY WITH APPLICABLE WINDLOADING REQUIREMENTS OF ASCE 7 -05 AND THE FLORIDA BUILDING AND RESIDENTIAL CODE 2007 EDITION AND ALL 2009 UPDATES, NO OTHER CERTIFICATION IS EXPRESSED OR IMPLIED. THIS CERTIFICATION IS NOT VALID UNLESS IT CONTAINS AN ORIGINAL SIGNATURE AND EMBOSSED SEAL, I HAVE ALSO REVIEWED THE TRUSS DRAWINGS PREPARED BY 41 TRUSS, SPRING HILL, FLORIDA DATED SEPT. 22, 2009, JOB No. 50203 FOR THIS PROJECT AND THEY ARE IN CONFORMANCE WITH THESE CONSTRUCTION DRAWINGS, ALLTECH STRUCTURAL ENGINEERING, Inc. 2121 Scores Tompa, Florida 33618 Fax: (813) 247 -7409 Phone: (813) 247 -7400 1 09.25 -09 1 PRELIMINARY PLANS 09.28.09 REVISED PER CLIENT REVIEW 09.29 -09 FINAL PLANS - ENGINEER DATE FILE N o. EPT. 3638 J.I.S. DESIGNS, Inc. PF SI Of- NI IA L F3U ILUI NC OF S It. NFP, 5389 EAST GRANGER STREET INVERNESS, FLORIDA, 34452 352 - 637 -6971 SHEET NUMBER 2 of ■ Za • u 0 M �ti W C .: « o J 0 ED a- • A ` -T- U o W� J ••1 N rA W. W Cl) � z tit � N • _ D DATE FILE N o. EPT. 3638 J.I.S. DESIGNS, Inc. PF SI Of- NI IA L F3U ILUI NC OF S It. NFP, 5389 EAST GRANGER STREET INVERNESS, FLORIDA, 34452 352 - 637 -6971 SHEET NUMBER 2 of ■ • • ••1 • _ 1 • • • DATE FILE N o. EPT. 3638 J.I.S. DESIGNS, Inc. PF SI Of- NI IA L F3U ILUI NC OF S It. NFP, 5389 EAST GRANGER STREET INVERNESS, FLORIDA, 34452 352 - 637 -6971 SHEET NUMBER 2 of