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10-10926
CITY OF ZEPHYRHILLS 5335 - 8TH STREET ✓✓ (813)780 -0020 10926 BUILDING PERMIT Permit Number: 10926 Address: 7212 ASHLAND DR 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: ALPHA VILLAGE Est. Value: Parcel Number: 35- 25 -21- 0050 - 00000 -0350 Improv. Cost: 1,000 . 00 a.,,.A. >s :;:,;161 Date Issued: 9/15/2010 Name: BAKER, ROBERT Total Fees: 52.50 Address: 7212 ASHLAND DR Amount Paid: 52.50 ZEPHYRHILLS, FL. 33542 Date Paid: 9/15/2010 Phone: (813)263 -2223 Work Desc: GARAGE DOOR REPLACEMENT •.' 'A=7 •. .- 1 ' I - 676 - .50 t � )' 2 - ULA 1• 1 1 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." /lie CONTRA OR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780 -0020 City of Zephyrhills Permit Application / / _ Fax -813- 780 -0021 Building Department j I (II Z Date Received ._ /0 t r� Phone Contact for Permittin g t' `f D , ,% • Owner's Name nabe Ta _1/f r- Owner Phone Number S ` 3 z aaa Owner's Address 1 a Ia P6h (. 2fpinyrhf/IIS Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address a ^ JOB ADDRESS 1 l o P5h1ALrYa LOT # SUBDIVISION v PARCEL ID# — a 5 -- (9.) - DC640-(Y11:1) -0. (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I 1 SIGN I n DEMOLISH INSTALL REPAIR PROPOSED USE 1 I SFR n COMM 1 1 OTHER I 1 TYPE OF CONSTRUCTION I BLOCK n FRAME I 1 STEEL 1 DESCRIPTION OF WORK C--riaract. ?Door Replan env art BUILDING SIZE SQ FOOTAGE HEIGHT A ,,LT- � 1 (BUILDING $ VALUATION OF TOTAL CONSTRUCTION / Q(> Li ELECTRICAL $ AMP SERVICE I PROGRESS ENERGY n W.R.E.C. f PLUMBING $ n MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1 1GAS I I ROOFING n SPECIALTY 1 1 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO BUILDER 444C) COMPANY F Cl 5' ' ceGV SIGNATURE � �i� REGISTERED I Y/ N I FEE CURREN I Y/ N 1 Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURREN 1 Y/ N I Address License # PLUMBER COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURREN 1 Y/ N 1 Address License # MECHANICAL COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURREN 1 Y/ N 1 Address I License # OTHER COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURREN 1 Y/ N 1 Address License # 11111111111111111111111111111111111111111111111111111IIII1 I11I11111 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. . ■ ■ ■ ■ I I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I I I I I I ■ I I ■ ■ ■ ■ ■ ■ I ■ ■ ■ ■ 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 $7500) 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 if shingles 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 I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency- Asbestos abatement. Federal Aviation Authority- Runways. understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically 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 CONTRACTOR ,. Sarel a( lt/Z Subscribed and sworn to (or affirmed) before me this Supscctbec( and sworn to (pr affirmed) before me this by yy--9 pp b X` '<Dmt Cain Who is /are personally known to me or has /have produced Who is /are rsonally known to me or has /have produced as identification. as identification. Notary Public ;`,.,` ittfif a"tt E Notary Public _I* r��■"' : *a ommisslon D 821835 Commission No. Co sion Expires December 12 2010 • A • ,os" Bonded TMu Troy Fain 4vuesk? P3ii15. -701 Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped Pasco County Parcel: 35- 25 -21- 0050- 00000 -0350 001 Page 1 of 1 Data Current as Of: Weekly Archive - Saturday, August 28, 2010 Parcel ID 35- 25 -21- 0050 - 00000 -0350 (Card: 001 of 001) Classification 1 01 - Single Family Mailing Address Property Value BAKER ROBERT & LINDA Ag Land $0 7212 ASHLAND DR Land $20,325 ZEPHYRHILLS FL 33540 -1414 Building $60,866 Physical Address Extra Features $1,093 7212 ASHLAND DR ZEPHYRHILLS FL 33540 -1414 Market Value $82,284 Assessed (Save Our Homes) $82,284 Legal Description (First 4 Lines) Homestead 196.031 $25,000 s Non - School Additional Homestead Exemption - $25,000 See Plat for this Subdivision .d`' ALPHA VILLAGE ESTS PHASE 1 PB Non - School Taxable Value $32,284 19 PG 69 LOT 35 School District Taxable Value $57,284 OR 6000 PG 1849 Warning: A significant taxable value increase may occur when sold. Click here for details and info. regarding the posting of exemptions. I Land Detail (Card: 001 of 001) Line II Use IIDescription I Zoning II Units II Type I Price I Condition II Value I 1 1 0100 II SFR II 00R2 1 7,499.00 II SF I $2.70 I 1.00 II $20,247 I 2 II 0100 I SFR I 00R2 II 7,832.00 II SF 11 $0.01 I 1.00 I $78 Additional Land Information I Acres 11 0.35 II Tax Area II 30ZH I FEMA Code II X IQResidential Codell ALFAWP1 Building Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 1983 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 I Line I Description II Sq. Feet I Repl. Cost New I 1 I BAS II 1,080 II $62,726 2 II UEA II 192 I $5,576 3 II FGR II 378 II $8,770 4 II FOP II 80 1 $1,162 Extra Features (Card: 001 of 001) Line I Description Year I Units I Value 1 DWSWC 1983 I 520 I $514 2 I UDU =M 1992 II 1 I $292 3 1I CLFENCE 1997 I 370 II $287 Sales History Previous Owner HARDING RORY K Year I Month Book /Page 11 Type II Amount I 2004 08 6000 / 1849 II WD I $113,000 I 1999 I) 12 428 1134 I WD II $75,000 1999 I 04 4137 / 1543 II WD II $74,800 http: // appraiser. pascogov. com / search /parcel.aspx ?sec =3 5 &twn= 25 &rng =21 &sbb= 0050 &b... 8/30/2010 AC:CARL) CERTIFICATE OF LIABILITY INSURANCE DATE (MM)DDIVYYY) 9/1/2010 Pw (941)366 Fax (941) 365 - 3143 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Ben Br Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE own Insurance Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 3731 S Tuttle Ave ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Sarasota FL 342396410 INSURERS AFFORDING COVERAGE NAIC # rvskinFD Southern Owners Insurance Co & 0 Garage Doors, Inc p, Auto-Owners Insurance Co 1177 Cattlemen Road Sarasota FL 34232 COVERAGES Po! inEs orINsunAt REEN iSSAD TOT! A:3(2,VE ri.)R THE: PO. ICY PE FilCL1'..;j1:::A D NoTwrii-i Ar,r, QUIREMF.Nr TLF-0.1 COND LTh OF Ar-iv CONTRACT OR HFR DOCUMLIN ; qP:EIC; .16 ',1,'113A -[ ‘ BE ISSUED OR 3 IIAIN , ',ill.. INSURANCE. 0.^ BY i'OLICES DESCRIFLP HEHE. IN IS ::;;UP: i'ETC TC) TERMS, ANL' CC)NIDIIRDNS OF SUCH AC,',GREGAIE :Mn3 SHOWN MAY HAVLIALLN REDUCED BY PAID CI AIMF-: INSR ADCYL . POLICY EFFEC IIVE POLICY EXPIRATION B 114Srip, TYPE QF INSURAIX0). POLICY NUMBER 4_12AILIMNIPP YYYL_ °ATI IMmq00;sirco_ LIM IS GENERAL LIABILITY 2072:3127 01/01/2010 01/01/2011 C I, 000, 000 X COMMEPCIAL k : 100,000 A - Aits*.; r.1AHA X 5, 000 X Contractual I,Lab O)ll 1, 000, 000 X XCU Included s 2, 000, 000 114 14' I 1 ,91!1 ' 2, 000, 000 34,4 . X X AUTOMOBILE LIABILITY 4'7927940 01/31/2010 07/01/2010 X ANY AUT-u 07/01/2010 01/01/2011 1, 000, 000 13 3 ( AU BC; AL) r;;.; , X HIPfli • X NON alt A . _ GARAGE LIABILITY „.. „ EXCESS UMBRELLA LIABiLIT IENHON WORKERS AND EMPLOYERS' LIABILITY I oRT PPL)PRIE Tor.) RARTNBR F:xfl i N , , SER - MEMBER Fxr)LuE),o . 1,11andator in NH) 05. desore SPECIAL PROVISIONS SRA, OMER DESCIlieTION OF OPERATIONS LOCATIONS - VEHICLES EXCLUSIONS ADDED BY ENDORSEMENT SPECIAL PROVISIONS Garage door installation and maintenance .10 days notice of can for non-payment of premium Qualifier - Dallas Miller State License 0801258205 CERTIFICATE HOLDER CANCELLATION (813) 780-0021 I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES RE CANCELLED BEFORE THE EXPIRATION City of Zephyrhills DATE 1HEREOE 1411 ISSUING' INSURER WILL ENDEAVOR 10 MAIL 10 DAYS WRITTEN Building Department 340130110 THE CERTIFICATE HOLDER NAMED TO THE LEFT. RUT FAILURE TO 00 50 SHALL 5335 8th Street Zephyrhills, FL 33542 I IMPOSE NO OBLIGATION OR 0430134 ,301 4141 41140 UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTROFBZED REPRESENTATIVE _ • ACORD 25(2009-301) 1988-2009 ACORD CORPORATION. All rights reserved. INS025 The ACORD name and logo are registered marks of ACORD Bonita Springs /Naples Manatee Sarasota Palm Bay/Vero Beach IS 1 t Iti Cattlemen P.,-,k,d Pt. SL Lucie West Palm GTAIRFAG l'ij W.39) 498_44, )- -)aasota. Et ;423.It 500 Kiltet man Howl Cape CoraLft.Myers tt)F ) tt./1 .-Ti? Port St Lucie. Ft 34t:S2. & ' 2620 N Tantraini Trail (6E 43 16) 5-0552 , N li Myers Ft, 33903 North Port:Englcwood 0 0 ' i239) 540-6888 I) D 1..... ri 1 f tItzl I) , I23 0?1 Sebring/Okeechobee (886) 435 IJS 2 Jacksonville Ocala -Clermont a 2r11-9199 2;)7 213 9'1! Sun City 4 -,t. (81.1) 631-2 .',, Lake City/Gainesville Orlando CO vihs FL ''-', , PO Box 1756 i 4-„e City, FL 32056 i- :39,,,-,1:15 Tampa Brooksville {813) 221-0123 )1:l) 754-3667 Orlando Wholesale Center -:-, 175 Ari(J1or t ionu Lakeland/Winter Haven C3ssOberry. 1 32(97 Titusville /Palm Bay 8E.4.;) , I35-05,2 (■Lii,9 - !-)65-27 19 t 401) 33} 0804 Port Charlotte/Punta Gorda !296 Marki!,1Ciicle Unit 1-0 Pori Charlotte i i_ 339'13 19411 629 2400 Power of Attorney/ Permit Authorization .Attention: City of Zephyr - Building Dept Date: September 1. 2010 5335 8 Street Zephyrhills, FL 33542 I. Dallas Miller, license holder and qualifier for D&D Garagel)(tors, do hereby authorize the following person(s) to apply for, receipt for, sign for and do all things necessary to obtain permits in the City of Zephyrhills for D&D Garage Doors. Authorized personnel: 1. Rogelio Arrieta 4. Larry Osborne 2, Romeo Gomez 5. Carlos Omar Diaz 3, Robert Foerster 6. Jason Laduca I is authorization is to ren in effect, unless cancelled it i writing, oy the unde,rsigliecl. Signature of license holder: / Dallas Miller License # CBC1258205 State of Florida County of 't,.::. The foregoing instrument was acknowledged before ihe this J day of.',, ,, 4 . 2010, by ' ' _- • i i l ,7 _ who is personally known to me or who has produced , ,.„„. „.„____________ ------- ..___ as identification. _ .-- TARREE HOUSE SignatUre i ...4 ,.:. mY COMMISSION DO 820 !34 1.. (Notary Seal) :,-H.r.,tAr EXPIRES: September 23, 2012 4.,' Tint Notary Pitlic Unciervente;i , 7 :- ,' i` Printed Name o . .- o o - . 'G .c N t .� a t o VD 4 ui :13NIWVX? SNV1d S O },11� c �, ro u O a v) O V' m U F o H U U QJ m t x 0 0 w �, " c v v O al - ' C C .. d v - m m - L i O "N Q N R; O M M of m C CJO j. ? CJ LA u 2 OLLL0 ro L as U O W tri a LY U ( 43 Ln N 1p 00 GO O Q) oN iv � LY Q IcI U N a, A ' 0 O C a co .-. O O C ro of : N n Lf1 1n O O N 0 r 1 C • L — _J a) O O. 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DASMA Technical Data Sheet TDS -161 may be used as an alternate to this document. . P/N 324620 Rev. P8 SCHEDULE 1 3/8" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB (IN) MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB (LB /FT)NOTE 3 GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0.42 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 22 280 24 23 20 300 24 22 19 320 24 20 18 340 24 19 16 360 24 18 16 380 22 17 15 400 21 16 14 420 20 15 13 440 19 15 13 460 18 14 12 480 18 13 12 500 17 13 11 520 16 12 11 540 16 12 10 560 15 11 10 580 14 11 9 600 14 11 9 620 13 10 9 640 13 10 9 660 13 10 8 680 12 9 8 700 12 9 8 720 12 9 8 740 11 8 7 760 11 8 7 780 11 8 7 800 10 8 7 1. BASED ON 3/8" DIAMETER LAG SCREWS WITH 1" O.D. WASHERS WITH A 1 -9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b /ft 4. CHART IS BASED ON 6' -6" MINIMUM AND 24' -0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1 -1/2" AND HOLES SHALL BE PRE - DRILLED TO PREVENT SPLITTING. 8. CALCULATIONS CONFORM TO ANSI /AF &PA NDS -2005. 9. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 818.2.1. Approved Mark R. Barrow, PE Florida License No. 57389 Wayne Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 Revision P8 SCHEDULE 2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB (IN) MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS AR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB (LB /FT)N °TE 3 GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0.42 100 24 24 19 120 24 20 16 140 23 17 14 160 20 15 12 180 18 13 10 200 16 12 9 220 14 11 8 240 13 10 8 260 12 9 7 280 11 8 7 300 10 8 6 320 10 7 6 340 9 7 5 360 9 6 5 380 8 6 5 400 8 6 4 420 7 5 4 440 7 5 4 460 7 5 4 480 6 5 4 500 6 4 3 520 6 4 3 540 6 4 3 560 5 4 3 580 5 4 3 600 5 4 3 620 5 3 3 640 5 3 3 660 4 3 2 680 4 3 2 700 4 3 2 720 4 3 2 740 4 3 2 760 4 3 2 780 4 3 2 800 4 3 2 1. BASED ON 16d COMMON WIRE NAILS (0.162 "x3 -1/2 ") OR 16d THREADED HARDENED -STEEL NAILS (0.148 "x3 -1/2 ") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6' -6" MINIMUM AND 24' -0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. 8. CALCULATIONS CONFORM TO ANSI /AF &PA NDS -2005. Approved Mark R. Barrow, PE Florida License No. 57389 Wayne Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 Revision P8 SCHEDULE3 3/8 "0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER 2000 PSI 2500 PSI 3000 PSI JAMB (LB /FT) "ore 3 CONCRETE CONCRETE CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 23 500 16 20 22 520 16 20 21 540 15 19 20 560 14 18 19 580 14 18 19 600 13 17 18 620 13 16 18 640 13 16 17 660 12 15 16 680 12 15 16 700 11 14 15 720 11 14 15 740 11 14 15 760 11 13 14 780 10 13 14 800 10 13 13 1. BASED ON 3/8 "0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 1" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3 ". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b /ft 4. CHART IS BASED ON 6' -6" MINIMUM AND 24' -0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. CALCULATIONS CONFORM TO ANSI/AF&PA NDS -2005 AND ACI 318 -05, APPENDIX D. • Approved Mark R. Barrow, PE Florida License No. 57389 Wayne Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 Revision P8 SCHEDULE4 3/8 "0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER 2000 PSI 4000 PSI 2000 PSI GROUT JAMB (LB/FT)NOTE4 CONCRETE I CONCRETE I FILLED CMU NOTE 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 22 340 24 24 21 360 24 24 20 380 24 24 18 400 24 24 18 420 24 24 17 440 24 24 16 460 24 24 15 480 23 23 15 500 22 22 14 520 21 21 13 540 20 20 13 560 19 19 12 580 19 19 12 600 18 18 12 620 18 18 11 640 17 17 11 660 16 16 10 680 16 16 10 700 15 15 10 720 15 15 10 740 15 15 9 760 14 14 9 780 14 14 9 800 13 13 9 1. BASED ON 3/8 "0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1" O.D. WASHER INTO NORMAL WEIGHT CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2 -3/4" AND A MINIMUM EDGE DISTANCE OF 2 -3/4 ". 2. BASED ON 3/810 SIMPSON TITEN HD SCREW ANCHOR WITH A 1" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2 -3/4 ", A MINIMUM EDGE DISTANCE OF 4 ", AND A MINIMUM END DISTANCE OF 4 ". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 161112 = 2401b /ft 5. CHART IS BASED ON 6•-6" MINIMUM AND 24' -0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. CALCULATIONS CONFORM TO ANSI /AF &PA NDS -2005. 9. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Approved Mark R. Barrow, PE Florida License No. 57389 Wayne Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 Revision P8 ___ —1 • il • / \I�� 2 \ z 5 ` } / \/ � ! /}} / ! \ \ \ \\ ) § H �;;� \;e \ \1 ) \ \ $ §;!) z ] } \w / \ - j( ^ \ u ;aa z 0 0 . . . — . .\ / ° ) } \ oR 2 $G§ e C ` - \�\ / j = \ Q ' \ ,I {& }2` �,_, / -- ..- - �� « «a iF .. ° ®. \ � :] m § 1. �\\ I . .)\ !y ,>s \ \ 2 - . - . . ' s -((- \j \�} \\ ��% >z x , j \ \l ) \ 3\} / § \ }\\ § , ~� k\/ \\ � - - 01 \\ _, v mii o it o0 oaS U _ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: r 6 Nh_S Date Received: Site: 7 2 / Z rnh 1 c�1C Permit Type: /Q-Mt 4 r l` p eQ01C,P Approved w /no comments A Approved w /the below comments: Ot Denied w /the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. f4 SEP 1 4 2010 Kalvin Switzer — Plans Examiner Date Contractor and/or Homeowner (Required when comments are present)