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Home My WebLink About01-0194 BUILDING PERMITN~ 0194 - 'Jj- CITY OF ZEPHYRHILLS ,..- Permit (813~J ~" 3~ c!1f' PLUMBING MECHANICAL $ ... ~ D --() I I/D BUILDING =:,~:~e' %10 ~~~ ~ ' Parcell.D. # Q~'" ~ k- :a/-OJaz,- TJO()OD- V 8~D Sewer Conn /~ 14 'lR- . . . Water Conn: ~ Wale' M....' Zr-- T.I.F.'s: /; D ELECTRICAL Zoning: FINAL C.O. "3/L~/c:J; "'-'ReA r;.~t SA-err: Ii NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances, 2?~ ECTRICAL /70 Inspector ~::~~/'~k Company Address . ~ephO~ (""$/ '!J) ~~ . LUMBING ~?,,, DATE sf(. Valuation or Contract Price fI ti {)tJ/J a~;l/ City License Registration # State Certified License# ~~-i.()flJrt: BUILDING liC, - 3S { 0 ~g~ 0'Q5 cy . M CHANICAL /7 Breakers Ducts Insl. Compressor Final SLB Tub Set Water Sewer Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Ftr. Pre SLB Lintel FRM. InsuJ. CL WL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Twenty Five and 00/100 Dollars ($25.00) shall be made for each trip f. or each tr/-J a. Wrong Address ~ J. < l1pdP b. Condemned work resulting from faulty construction. y~ < c. Repairs or corrections not made when inspection 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. ~. fJ U7 vY"-- The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION I'OR PERMIT CITY 01' ZEPHYRHILLS BUILJ:)ING DEPAIlTMBHT 0iJ :1-~o-o I DATE BBCEIVED PLANS REVIEW FEE OWNER'S NAME c.. to\S JOB ADDRESSL LD+..r 3~) FOR6~-t~ 3/(,50 N'i\I.Jpoa:t PHONE (~{3) ll9-3S10 ~~~~ LEGAL DESCRIPTION: LOT (S) 3~ BLOCK PARCEL ID # O'3-al,- ~1-O\30-t:/)OCO -D3~O SUBDIVISION Z'E-f'h'iSt. \GAlE W-L\fEs (OBTAIN FROM PROPERTY TAX NOTICEl WORK PROPSED: ~NEW CONSTRUCTION o ADDITION o ALTERATION o REPAIR o INSTALL o SIGN o MOVE 0 DEMOLISH , PROPOSED USE: DSGL FAMILY DWELLING DMULTI-FAMILY 0# OF UNITS ~MOBILE HOME o COMMERCIAL o INDUSTRIAL o SWIMMING POOL o OTHER o RESTAURANT & HEALTH DEPARTMENT APPROVAL SQUARE FOOTAGE \=Oi'L.. O<!-~~c-y 1':34<-/ HEIGHT I z,' 5 DESCRIPTION OF WORK BUILDING SIZE ? <3 S~t- ~ )(y~ ","ob: l hc~(.. RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~ BUILDING ~ ELECTRI CAL ')ZI PLUMBING ~ MECHANICAL $ VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o FLORIDA POWER l)a W.R.E.C. $ , ,600 .cfi' VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL ~ OTHER FINISHED FLOOR ELEVATIONS LI " 7 (; <;:It.."""' ",-r.o,,",J , IS PROJECT IN FLOOD ZONE AREAD YES ~NO BUILDER SIGNATUR~ %,~l< '" , COMPANY. G AJOtZ... IfZ-Ar>6?O,q- STATE CERT OR REGIST # :I: W. OCQ:::) "Ira 7 CI'l'YPROCESSING # ..2.. <;5;;;2 ./ v.........-' ****************************************************************** ELJl:CT1UCI~ S I GNATURE( rvv~k , COMP)lliY :}"O(2...00n. (; J Ec.....~c... STATE CERT' OR REGIST # E:."'R C06~J/d) CITY PROCESSING # "0 /,'/ '" ****************************************************************** PL_~ SIGNATU f\~~k 1 COMPANY R~~ 1'\~bl~ STATE CERT OR REGIST # "Kf. df3 :).37 CITY PROCESSING # ;l.7.~ t......------- * ** * * * * * * * *,*** ** * * * * * * * * *** ** * * * ** * * * * ** * ::t:S* * * * * * **;...* ** * * * *** * * * * YECllAHlCAL COMPANY ~~.:5 l:::>4S (:) A I ~ ~ . ~' STATE CERT OR REG. lS~ # C. AC-() '-I'f ~ .' SIGNATURE CITY PROCESSING # J / ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. 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 City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES ,D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner"; I cerify 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. E. 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, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental 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 Regulation-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 *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. 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 code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be 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. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". S~~ER~: ~co~ STATE OF FL~RIDA COUNTY OF A. Sol" c> The foregoing instrument was acknowledged Before me this~day of t'f Ar?(>t-+ , ~:2Ao1 by , EE:.A ..1.....\ E tv\ Y ~ \L (name of person acknowledged) ~ho is personally known to me, or STATE OF FLORIDA COUNTY OF "FA <;. r b The foregoing inst~ent was acknowledged Before me this A-ay of ~ A~QI-I , i!!f ..;100/ by ~~"",.J Y R K __~ (name of person acknowledged) ~ho is personally known to me, or o who has produced (type of identification) and whoD did Ddid not take an oath. ~~4~i.' ~~' Signature of pe on taking acknowledgement o who has produced (type of identification) and who Ddid DUd not take an oath ~~Q,b~ Signature of pe~on taking acknowledgment . i~Lf,jiNs~~ '!\. ,. MY COMMISSION # CC 825469 ~I'tOFf,\."'~ EXPIRES, 04112/2003 1-8CJO.3-NOTARY Fla. Notary Service & Bonding Co t<' A n+ U=~E?-j..J ,J. J3 R n vJ t-J Nam ., . d ~...~"VPII,,<f, KATHLEEN J BROWN '!\. ~~ MY COMMISSION # CC 825469 ~1'QFl\.~~ EXPIRES, 04112/2003 1-800-3-NOT ARY Fla. Notary Service & Bonding Co. -'~I!f~. ':' N o " :lE a: o il. W .J o :z: ::E III III ~- ?I? --0 I 989907 ~~ 'EJ ' ,~ PERFORMANCE BUSINESS PRODUCTS, INC. 813-71D-8008 FAX 813-719-7919 CITY OF ZEPHYRHILLS ZEPHYRHILLS, FLORIDA (J /_S7? WATER ACCT. NO. DATE ~-,;20-D I ~~~iER~ qV <+ 1? ~ ff.41 ~ /~ ~o;f. ~$.r-( I ~()1 SERVICE ADDRESS ~7faS-D ~~f:Vl!;G1. -gP-. 'cr' WATER Pf>/t'il< ^" -;? I J)G& - MAILING SHUT OFF SERVICE o TURN ON SERVICE eX. INSTALL METER ;( READ METER 0 CHECK METER 0 OTHER 0 o SEWER o GARBAGE ~, IN CITY o OUT CITY J No. OF UNIlS _ DEPOSIT AMOUNT _ AMOUNT LAST BIll. ~,( J. ~ M. /1?'!,J.,tPl _ DATE _ MISC. CHARGE INORK COMPLETED BY & DATE COMPlETED ORDER TAKEN BY Retain white form in office at all times. Send pink & yellow forms to Water Service Dept. Water Service Dept. to sign yellow form & return to office. zC\:.pr.,,\ (<- R\ & 4 E Lot l='.3.:;2.. . D~S- ~ 10- ~i-DI30- 00000 - 83:'}'C) 3~5i) N'e.wpca DR\~'L.- ..s(,....,....,.....,.......... ., ~ 0 " 'z I~j t 15 1 t ,.~ 354 ( i......!....' .j......!......i......i. .... ~...... r .....~... .. ~..... ,j...... i...... ~... :......:......! 100 ~ . . . .. . ! .. . : . !......!......{ !......f. . '.....1......t.......:. ....,i.......!......:.:........'.... '. i......;.....;... .,:... ": .....:..... .j..... .!..... .~. .... ~...... r' "'1'" ; . . . .. ... . 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(';:;;CL"; II t~;) Y~,;:/ .r I ~ ~' :;). <6' f ) ~5 . 7_-:;-? '--"- /- I I t \ -'-------;7> 1 ~ ~ loa z~ ph.,\1C.-. 'R\ ~ '1 E:.. Lo~" 3;;:2, D'3 - ?. to - ~ I -' 0 I '30 - bDC'OO - 03;{D 37~ '5D Nf.wpoQ...J Drc.luE Z.! /-f;)\'::' I -:).,. 3354 r illE@ Skyline Corporation 2520 By-Pass Road P.O. Box 743 Elkhart, Indiana 46515-0743 (219) 294-6521 June 23, 2000 Mr. Keith Osterman H & R Interstate 35627 Highway 54 West Zephyr Hills, FL 33541 Dear Mr. Osterman, This letter is in response to our June 20, 2000 telephone conversation. That conversation concerned the Manufactured Home Electrical Supply Requirements chart (Table 7) in the Skyline Corporation Manufactured Home Installation Manual, chapter 7, page 47, The table for electrical supply wiring as shown in the Skyline Corporation Manufactured Home Installation Manual is based on using copper wiring, 750 C temperature rating. See Table31O-16 of the National Electric Code. Alternate wire sizes and/or materials may also be used, as listed in Table 310-16 of the NEC, unless otherwise restricted by the authority having jurisdiction. Additionally, where the conditions in note 3 of the "Notes to Ampacity Tables of 0 to 2000 Volts" are met, the wire sizes may be further reduced as shown in the table of note 3, Example: a 3/0 copper wire may be replaced with a 4/0 aluminum wire. By copy of this letter, Skyline Corporation approves the use of alternate wire sizing and materials, when in compliance with the above references sections of the NEC. .. , I trust this information has met your requirements. Feel free to call me at the above telephone number is you have any further questions or comments. ... "I CC: John Mikel L.J. Anderson (531) File BRINGING AMERICA HOME. B'RINGING AMERICA FUN. lmLillE .:~8m.~.Vfhlfl~':" Page 1 of 4, Site installed lIe-down strap (typical). See detail 'A' lor Strap to Beam attachment. Faclory II1stalled .....--- sidewall strap (typical). Typical Slnalewlde Application. See delail 'A' for Strap to Beam attachment Site installed lie down strap (typical). Straps and Anchors to be spaced 5'--4" o.c. max. at Wind Zone IIll11d 4'-0" O.C. at Wind Zone III. Shed Roof Models to have Straps and Anchors 4'-0" o.c. max. at Wind Zone II llI1d III. Factory installed sidewall &trap (typical), --- TVPlcal Shed Roof Slnalewlde AD plication at Wind Zone III only, Unit Width 12 ft. 14 ft. 12 ft. Shed Roof 14 ft. Shed Roof 16 ft. . The minlmum pier height of 20" or 22" is band on a 8" or 10" l- am and a 12" Iii from the , of the J-Ilcam to Clnilln.d g~, See nole6. Unit Width 12 ft. 14 ft, 12 ft. Shed Roof 48" 14 ft, Shed Roof 48" ." SinQlewide Diaaonal Tie-Down Reauirements. lII!ILillll ...,..:~~~~~;r~~.J.lI~grt.1tI~~~..~=~~~~1[h~~IJd...... Page 2 of 4, Site installed ti&-down strap (typical). Factory installed sidewall strap (typical), See detail '/': for SlrlIp to Beam attachment. ,-/ Straps and Anchors to be spaced 5'-4" D.C. . max. at Wind Zone II and "..0" D.C. at Wind Zone III. Factory iru;taJled sidewall slrllp (typical). Strap Angle (typical) Typical Doublewlde with 5/12 Root Pitch Application. Factory installed sidewall strap -~ See detail' A' for Strap to Beam attachment. --./ \ . Strap Angle (typical) Typical Trtplewlde Application. Unit Width ~ 24 ft, . /28 ft. 32 ft. 24 ft. 5/12 root itch 28 ft. 5/12 root itch 32 ft, 5/12 root itch Unit Width 24 ft. 28 ft. 32 ft, 24 ft. 5/12 root 28 ft. 5/12 root Site installed tie-down strap (typical). NOTE: Strap angles and pier heights for triple-wides are the same as strap angles and pier heights for 28' wide units. "H max~may be increased. by 112 the depth of the main I-beam when method 1 of detail 'A' is used to attach tie- down straps to the main I-beams. 'I . The minimum pier height 01 22" is based on a 10" I-beam and a 12" distance from the bottom of the l-beam to finished grade. See note 6, . See notes below for additional Information. :~Mf~I~:.n~:~.I~a.g~~1f~~f~~:~?J~td~~1~~z~n(t.... Page 4 of 4. lmiilll Strs Unit Width rees rees rees rees rees ees rees rees rees ees rees Max. Vertical An Ie 62 de rees 57 de rees 51 de rees 61 de rees 56 de rees 50 de rees 57 de rees 51 de rees 43 de rees 52 de rees 45 de rees itch itch itch Swivel connector with integr strap, NOTES: 1) Straps shall be Type 1, Finish B, steel strapping .00S" thick x 1-114" min. wide, listed for a minimum wooongload of 3150 Ibs., ultimate load ot 4n5 Ibs. Finish B - hot dipped galvanized zinc coating of 0.60 oUncllS per sq, ft., per surface. Strap shall conform to ASTM spec:. 03953-91. 2) Ground anchors shall be listed for a minimum wooong load ot 3150 Ibs" and ultimate load ot 4nS Ibs and be certified by a Professional Engineer. 3) A pivoting frame clamp is required at the lop of the I-B..m for installation of ti....own straps along the main I.Beams. Any pivoting frame clamp approved by the State ot Florida may be used. 4) Other tie.down systems may be used such as Vec:tor-Dynamicsby TIe-Down Engineering, if installed per the manufacturer installation instructions, approved by the State of Florida and certified by a Protessional Engineer. S) Longitudinal stabllizer devices (L2S0) by T....Down Engineering may be used as an altemate to the longitudinal tie-down straps and anchors shown in detail 'B', provided that the devices are installed per the manufacturer installation instructions, approved by the State of Florida and certified by a Professional Engineer, 6) The minimum distance between the bottom otthel-Beam and finished grade is 18", When the grade is sloped, 25% of the I_est member may be below 18~ However under no circumstances may the bottom of the l-bum be set below 12" fr!lm finished grade. 7) A radius clip i$ required on factory installed cent8f1ine ti....owns tMt have a slot designed to rec:eive a tie-down strap. 8) Strap hooks, bucklea and field threaded buckles are not permitted. To splice a strap a double crimp seal is required. See manufacturer instructions, 9) All equipment and connection devices shall be galVllnized and rated for a minimum working load of 3150 Ibs. 10) When the soil compaction or soil bearing C8ptlCity is not known, assume 1000 PSF or con5ult with theloeal building authority. 11)S.8e Skyline Corporation Manufactured Homelnstallalion Manual for other information not covered by this supplement. 'I FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAM DOUBLE-WIDE HOMES 20' WIDE HOMES 24' WIDE HOMES 26' & 28' WIDE HOMES 32' WIDE HOMES Span Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load Between (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) Columns 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF (FT.) Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof J5ee note 1 Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone .....; ~6 900 1200 1500 1080 1440 1800 1260 1680 2100 1350 1800 2250 10 1500 2000 2500 1800 2400 3000 2100 2800 3500 2250 3000 3750 12 1800 2400 3000 2160 2880 3600 2520 3360 4200 2700 3600 4500 14 2100 2800 3500 2520 3360 4320 2940 3920 4900 3150 4200 5250 16 . 2400 3200 4000 2880 3840 4800 3360 4480 5600 3600 4800 6000 18 2700 3600 4500 3240 4320 5400 3780 5040 6300 4050 5400 6750 20 3000 4000 5000 3600 4800 6000 4200 5600 7000 4500 6000 7500 24 3600 4800 6000 4320 5760 7200 5040 6720 8400 5400 7200 9000 NOTES: 1) Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities, 3) The concentrated load consist of roof load only, 4) Pier locations at the marriage wall are marked with paint or metal indicator straps, 5) Piers used side by side to obtain the required load are permissible, PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINDOWS ;> Typical door or Unit sidewall ~Unit sidewall window opening - k Width varies - see table below. . A+-, /Floor joists . I 1-.:2- FI.'~ W ~ I ~ ..Jt'" oor JOISts I f7:-' I k- '-'-' Typical Pier ~ ,. Typical Pier ~V "'-- I Seenole6. ~ ".t.' . 4x4 block, 4" I ger ~ ... 'It' . ,k', ....,. . I than joist spacing. , . Installed such that it . , . . A +--' ' . spans joists on Pier installed when l Pier installed when I SECTION 'A-A' I either side of door joist Is not under Joist Is under door Jamb, door jamb, jamb. TABLE 3A 48" OPENING 78.5" MAX. OPENING 108" MAX. OPENING 121" MAX. OPENING Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load. Pier load Pier load Pier load Nominal (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) Unit 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF Width Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof 1FT.! Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone 12 500 640 790 810 1050 1280 1110 1440 1760 1250 1610 1980 T 14 550 710 870 890 .1160 1430 1230 1600 1960 1370 1780 2200 16 600 780 960 980 1270 1570 1340 1750 2260 1500 1960 2420 18 650 840 1040 1050 1380 1700 1450 1890 2340 1620 2120 2620 20 440 570 690 720 920 1130 990 1270 1550 1100 1420 1730 24 500 640 790 810 1050 1280 1110 1440 1760 1250 1610 1980 26 520 680 830 860 1110 1360 1180 1520 1870 1320 1710 2100 28 540 700 860 880 1140 1400 1210 1570 1930 1350 1750 2160 32 590 760 940 950 1240 1530 1310 1710 2110 1470 1910 2360 NOTES: 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not reqUired at some door and window locations if the floor has been reinforced at the factory, Contact the division that built your home to determine if this is applicable to your home. 5) See table 4 for minimum footing sizes baaed on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 Ibs. or less, and nominal unit width is 12', 14" 20', 24', 26' or 28' than setback may be 1 n" m,," If ni..r load (from table 3A) is 1930 Ibs. or less, and nominal unit width is 16'. 18' or 32' than setback may be 10" max, ~OUNDATION AND SUPPORT REQUIREMENTS (Continued) PAVILION DORMER BLOCKING - " " I /I /I I = = ~: !:~71:~: 1:1:1: ;:~:~:~: ~:~:j:!:~: ;~: !:! :i: ~:~; 1=1:;: ;:~: 1: ~:~: :!: 1:~:~:;: !:; :1~: ~:~:~::: ~:~:! :!:~:~:~: ~:!;~ :1:!:~:j: 1: 1: i: i: j t Pier required at locations marked with an arrow. " II II II Notes: 1) All units that have a Pavilion dormer require additional perimeter blocking, 2) Install piers under door/window openings and at each end of Pavilion wall, Install piers 4'-0" o.c, max between end of pavillion wall and door/window opening, 3) See table 3A for required pier capacities under windows or doors. 4) Piers located at each end of wall and spaced 4'-0" o.c, shall support 1300 Ibs. min. 5) For roof loads in excess of 40 PSF, install piers per the "Manufactured Home Installatlon for Perimeter Blocking" supplement. TABLE 4 FOOTING SIZES FOOTING SIZES (IN X IN) OR EQUAL AREAS (SQ. IN.) :QUIRED ALLOWABLE SOIL BEARING VALUE PIER 1000 PSF -1 J::nn D~1: 2000 PsF 3000 PSF 4000 PSF 6000 PsF LOAD REQUIRED TY~ REQUIRED TYPICAL ~UIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL ~PACJTY AREA S S AREA SIZES A~; SIZES AREA SIZES AREA SIZES AREA SIZES OUNDS) (SQ. IN,) (lrt,xJN.) (SQ.IN.) (IN.xIN.) (SC . IN.) (IN.xIN.) (SQ. IN.) (IN.xlN,) (SQ. IN.) (IN.xIN.) (SQ,IN.) (IN,xIN,) 1500 216 1 ?Y9.0 144 12x20 ~44 12x20 144 12x20 144 12x20 144 12x20 2000 288 16x20 192 1 ?v?n 144 12x20 144 12x20 144 12x20 144 12x20 2500 360 1 8x20 240 12x2o 180 12x20 144 12x20 144 12x2o 144 12x20 3000 432 20x22 288 16x20 216 12x20 144 12x20 144 12x20 144 12x20 3500 504 22x24 336 18x20 252 14x20 168 12x20 144 12x20 144 12x20 4000 576 24x24 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4500 648 26x26 432 20x22 324 18x20 216 12x20 162 12x20 144 12x20 5000 720 26x28 480 22x22 360 18x20 240 12x20 ~80 12x20 144 12x20 5500 792 28x30 528 22:<24 396 20:<20 264 14:<20 198 12x20 144 12:<20 6000 864 30x30 576 24x24 432' 20x22 288 16x20 216 12x20 144 12x20 6500 936 30x32 624 24x26 468 22x22 312 16x20 234 12x20 156 12x20 7000 1008 32x32 672 26x26 504 22x24 336 18x20 252 14x20 168 12x20 7500 1080 32x34 720 26x28 540 24x24 360 18:<20 270 14x20 180 12x20 8000 1152 34x34 768 28x28 576 24x24 384 20x20 288 16x20 192 12x20 9500 1224 34x36 816 28x30 612 24:<26 408 20x22 306 16x20 204 12x20 3000 1296 36x36 864 30x30 648 26x26 432 20x22 324 18x20 216 12x20 ~500 1368 36x38 912 30x32 684 26x28 456 22:<22 342 18x20 228 12x20 0000 1440 38x38 960 30x32 720 26x28 480 22x22 360 18x20 240 12:<20 '\ TABLE 4A COMMON FOOTING SIZES AND CAPACITIES lOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES (Pounds) SIZE 1000 PSF 1500 PsF 2000 PsF 3000 PSF 4000 PsF 6000 PsF 5"X16" 1780 2665 3555 5335 7110 10665 3"X18'! 2250 3375 4500 6750 9000 13500 ~"X24" 4000 6000 8000 12000 16000 24000 5"X32" 3555 5335 7110 10665 14220 21335 ~"X32" 7110 10665 14220 21335 - - , Round 785 1180 1570 2355 3140 4712 ' Round 13S5 20S5 27S0 4190 5555 5375 Round 1765 2650 3535 5300 7070 10600 .Round 3140 4710 6280 9425 12565 18850 Round 7070 10600 14135 21205 - - 13 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) SUPPORT REQUIREMENTS The design loads and minimum footing sizes used in the selection of the support structure are set forth in Table 4. The loads and footing sizes are the minimum values to be used for the support structure and are based on the indi- cated roof live load and a floor live load of 40 Pst. All load bearing supports and footings may be subject to approval by the local Enforcement Agency. The support requirements for homes designed for 60 PSF and higher roof load (and those specifically indicated middle and north zone homes) are found in the Supplement accompanying this manual entitled "Manufactured Home Installation for Perimeter Blocking." Contact the Skyline division that built the home for more information concerning perimeter blocking. TABLE 1 PIER LOADING UNDER MAIN I-BEAMS SINGLE-WIDE HOMES 12'WIDE HOMES 14' WIDE HOMES 16'WIDE HOMES Pier Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Spacing (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Under 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF '40 PSF Main Roof Roof Roof Roof Roof Roof Roof Roof Roof I-Beams Zone Zone Zone Zone Zone Zone Zone Zone Zone (Ft.) 4 2130 2420 2560 2410 2740 2940 2700 3060 3320 5 2660 3020 3190 3020 3420 3670 3370 3830 4150 6 3190 3620 3830 3620 4110 4410 4050 4590 4980 7 3720 4230 4470 4220 4790 5140 4720 5360 5810 8 4250 4830 5110 4820 5480 5880 5400 6120 6640 9 4780 5440 5750 5430 6160 6610 6070 6890 7470 10 5320 6040 6380 6030 6850 7340 6750 7650 8300 WI. Per Foot 532 604 638 603 685 734 675 765 830 See Note 4 . NOTES: 1, See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches, 2. The maximum spacing of supports is not to exceed 1 0 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". , \\\\\11111/1 \\\ A III ,\ u\\ ~. M/1' 1/ " ~,~ ,......." rr ~ <, ~ ~.,....' ,..,...( ...-;.. 2 ./ CERT ..... ~ =~:: # 09703 \ D\ n~ = :~o...l.u..~ ~ ... STATE OF .:....., :: -- '. I c::I- 8 - <;0 .. ...... - S... ;"'/~'O/A\:~~""'~ 2 //,,./'J,,.,.... ...' \.. ~ ~ ...." III ON A \. \\~' The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, 1111/1111\\\ pier 8 would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 6'-0" 8'-0" 1< >1< >1 1 1 1 Pier A Pier B Pier C 10 lmLillll ':';~mf~~~1~~'~~1i~~t~I~~~!rtt1~:~~:r~ff:..'. ,,' ....... ,".-. -.. .. .... .. '. . - ,..... -,........... ...............--.......................................................-........... ... Lower pol1ion at trame clamp with integral atrap and radlua clip (Tie-Down Engineering part no, 59002 - or equivalent). Detail 'A' - Typical Pivoting Frame Clamp. See notes on page 4. 112" grade 5 bait with nut. C? Top partign at tram.. '--\ Page 3 of 4, Lower portion of frame clamp with integral atrap and radiua clip, Flat washer \ -/ E3 ~ Main unit I-Beam .... Method 1 -lIItach lower portion ot trame damp to factory pl'OYided ha. In I-Beam web. Method 2 - &bch lower portion of frame clamp to top portign at frame clamp with beam hoaIc. Typicallongitudinallie-down. 4 required each end of each floor, ~ ~...................... ....... ........ ............ ....~ .... ..................................................................... ... Tvpical Sinalewide TypicallMln l-beam, Typical Doublewide See detail 'B' for strap to beam attachment. Typical Doublewide wrraa Longitudinal Tie- Down strap, Max. horizontal angle. See table page". Front or rear crossmember. Top View ( , \" ....................................-...................... .... ........................................................ .... '.,..-.. Typical Triplewide Front or rear croasmember. , Max. vertical angle. See liible page 4, Lonqitudinal Tie-Down Requirements. Side View DUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 2 PIER LOADING UNDER MAIN I-BEAMS DOUBLE-WIDE HOMES 20'WIDE HOMES 24' WIDE HOMES 26' & 2S'WIDE HOMES 32'WIDE HOMES Pier Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load ipacing (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Under 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF Main Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof .Beams Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone (Ft.) 4 1810 2060 2170 2100 2390 2560 2360 2630 2940 2680 3000 3320 5 2270 2580 2710 2630 2980 3190 2950 3350 3670 3350 3750 4150 6 - 2720 3100 3260 3150 3580 3830 ( 3540 4020 4410 ) 4020 4500 4980 7 3170 3610 3800 3680 4180 4470 41;:lU 40l::l0 5140-- - 4690 5250 5810 8 3630 4130 4340 4200 4770 5110 4720 5360 5880 5360 6000 6640 9 4080 4640 4880 4730 5370 5750 5310 6030 6610 6030 6750 7470 10 4540 5160 5420 5250 5970 6380 5900 6700 7340 6700 7500 8300 l. Per Foot 454 516 542 525 597 638 590 670 734 670 750 830 ee Note 5 ITES: See Table 4 tor minimum tooting sizes based on pier loads and allowable soil bearing capacities. The tooting sizes and pier loads are minimums required tor the applicable conditions. The tooting shall not be smaller than the pier it supports or 144 square inches. The maximum spacing ot supports is not to exceed 10 teet. Where it is impractical to maintain spacing, such as in the axle area, the average at the distance to each adjacent support may be used to determine support requirements: tor example: it the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'.0". 6'.0" 8'.0" 1< >1< >/ 1 1 1 Pier A Pier B Pier C The average spacing for pier B would be (6 + 8) J 2 = 7 ft., therefore, pier B would be designed tor 7 ft. pier spacing. Concentrated loads at marriage line (see Table 3). The last line in the above Table is the weight per foot each main I-beam is carrying. 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HITCH 31l 1 311 31 I I 31 I L1/4.. --99 1/2", .-- 1/4" 1/4"-1..--99 1/2..--4-1/4...... -- '-' ...'~ .... 1 C'I f'!'i" I,' { C r (. ~' ('(ii"f I', 1'1 r, f 'I) r' I I i ~ I l"lj": 11. 'j I:: 1'",'1 I !i ,I I ! :r I q: r i -- - - - - - - - - ~,- ~- -'- - - - - - --'- -"~ {-"j-: //j <;' t.,' (:j j-.! !,> I'J 1-.' ..,J ~'.!l' ur" I Iq ."! I f i ';, .! i (! f I 'I i""~ r : l ~ ~. 'illt-,; ",I i ','i'" j., ; ::. _ J .s:....~ r1~ '/'~ h0.().. h. ,," 'h ((i r~'; I !" ~ r' f,.f':' 'r 'if (-' Co; d:''. f"l ! i"!!!;.! i \' F! ;,Il.'!, U"'-", I i Ii i '" i: ( ,'.: ,', .... l~.) C.' 1): ) ,:',I'II"ili' i,l I:) f/f I" Ii i,"f :,!:'j-"!'( <>'1,:-,,' (: i ~ 1"1 ,.~.- 1 (:'11 'r 1 t'd"' i"ll,.. f" I.. ill lJf[! " r;';', I "j "{"i' (\!ri"L ':'1"),.' ':.':'1 ~"~ Ire ['1/" ! i.' J i 'I Ii r' ,"~ I':. ~".: i j"" i ! I' t (,3 ,;.. i . (, (.'j T C'{\I (, r ,I ::r: .):::B: .:!{ '.I' I ~ r l' .' I! "i ~. l' 1, r ,,:~ .-. ''l''.''. '" " .,. .. . . PASCO COUNTY, FLORIDA Permit Nu. Date Permitted Builder Name/Owner Name County Parcel No. AddressILocation Subd, .... CJassificationfType of Use - How Determined TRANSPORTATION IMPACT FEE CALCULATION EXEMPT 0 Why? Rate $ Zone No. Sq, Ft/Unit Prepared By Impact Fee Amount $ Checked By The above impact fee has been established pursuant to the Pasco County Transportation Impact Ordinance as adopted by the Board of Pasco County Commissioners, This amount is payable PRIOR to the issuance of a Certificate of Occupancy or utilization of the permitted structure, RESOURCE RECOVERY ASSESSMENT EXEMPT 0 RESIDENTIAL /. NONRESIDENTIAL No. Units Gross Sq, Ft. (GSF) Rate ERL' - 5200iYear or SO.142iDay ERU Assign No, A""e""fl1enl- (No Unit'>l x ($0142) x (No. Day") As"essment - " (GSF).x (ERU) x (0,142) x (No. Days) 100 TOTAL FEE $ '. ..,,' '~ >.' , .-..J "-'" TOTAL FEE $ _ NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE ISSUED UNTIL THE AMOUNTS LISTED HA \iE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY. Acknowiedgement below does not imply acceptance of concurrence. but simply receipt l)f a copy of this form. placing the huilding permit owner on notice of this assessment and the conditions of payment for same, Date Received By ----- ------- ----------------------------------------------------------------------------------------------- - ----- - - -- - - - - - - - - - ---------------- - -- OFFICE L'SE ONLY TRANSPORTATION REC. NO. RESOURCE RECOVERY REC. NO. ~ I '; i DATE DATE BY .. I>t J , I BY J_ . ')0/ , I t~/ '" White Applicant Canary Trans/Finance Canary RR/Flnance Pink Office Green Bldg/lnsp feecalce PC93113094/D