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HomeMy WebLinkAbout00-9819 .' BUILDING PERMIT Property Owner: Job Address: Parcell.D. # jO~.31 ELECTRICAL CITY OF ZEPHYRHILLS (813) 788-6611 90- Permit 09819 ./ I, ~/a BUILDING Date /tJ-/-:j-OO .. .,. PLUMBING - jtlO MECHANICAL Sewer Conn Water Conn: Water Meter: Zoning: NO OCCUPANCY BEFORE C.O. FINAL C.O. / - Z- 2....-- p{ DATE , - 2C:... 0 Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. Valuation or Contract Price r1 O.'!jJ ,E J! 0 ' City License Registration # / D 9 State Certified License# 'Df:) - Inspector DATE sIC ~ lJ).jJJ4 ~ BUILDING ELECTRICAL..:2..2::L PLUMBING f1 i6 MECHANICAL .;2LJh Ftr. Pre SLB Lintel V 10 /Ii/OV FRM. /2,5:-0 (J S'I f? Insul. CL WL Tp. Servo Rough In I ~-s:.fj() sz Meter Can Canst. Pole Pool Pre-Meter //'7./ / ~R - Final Breakers Ducts Insl. /2 -oS ~ S R Compressor Final SLB Tub Set JZ4_ all SIl "- Water Sewer I "2-?-ol) 6/C. Final Driveway ~ /j-'2f-t3CJ 5'/( - - REINSPEQON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.001 shall be made for each trip for e~ade: , __ If) a. Wrong Address K..L6. I{~ L6:5~ b. Condemned work resulting from faulty construction. ___ c. Repairs or corrections not made when inspection called. ( d. Work not ready for inspection when called. I) J I!JA(? (), e. Permit not posted on job site. 01 f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. GOLD MEDALLION HOMES 6145 ABBOTT STATION DR. LITTLE FRIENDS SCHOOL HOUSE SQ. FEET PRICE MAIN OR LIVING AREA 3,540 $ 55.00 OTHER AREA UNDER ROOF 480 $ 18.00 OTHER VALUATION $ 203,340.00 FEE SHEET $ 782.00 ADDRESS $ 20.00 DRIVEWAY $ 20.00 BUILDING: $ 1,213.00 CREDIT: $ - BUILDING LESS CREDIT: $ 1,213.00 ELECTRICAL: $ 102.34 PLUMBING: $ 90.00 MECHANICAL: $ 120.00 RADON: $ 40.20 TOTAL $ 1,565.54 SEWER: $ 5,751.00 WATER: $ 1,575.00 IRRIGATION: $ 175.00 TOTAL: $ 7,501.00 1" WATER METER: $ 250.00 3/4" IRRIGATION METER $ 180.00 I I 1 SUB-TOTAL $ 9,496.54 I T IF'S 'I $ 99% $ 1% $ : I TOTAL: $ 9,496.54 I. APPLICATION FOil PEmlIT CITY 01' ZBPHYRRILLS . BUILDIlfCJ DBPAIlTMKNT DAD IUl:C2IVBD' I/)- /;;J. ;.. 0 D PURl IlBVtn ......- , .-A"" OWNER S NAME ,Ufo-A JOB ADDRESS & I ~ S' C~w--I Iv> A.bbrtl ~~V\ PHONE 7?JiJ -to 7}<)7 1%-. '?er?jll.( I ( SUBDIVISION LEGAL DtSCRIPTION: LOT(S) BLOCK PARCEL ID , 3 .... J-tt - :; 1- 6 'Joo - 00 Doo - /JDty) .. 'OBTAIN FROM PROPERTY TAx NOTICEl WORK PROPSED: ptNEW CONSTRUCTION DSIGN PROPOSED USE: DSGL FAMILY DWELLING o COMMERCIAL o ADDITION DALTERATIOf-t o DEMOLI SH o REPAIR tJ iNSTALL o MOVE DMULTI - FAMI L Y o INDUSTRIAL 0, OF UNITS o SWIMMING POOL d MOBILE HOME o OTHER . 0 RES~RANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WOR'-_"oa,-y (IaM./ BUILDING SIZE SQUARE FOOTAGE Lf.{) ~() HEIGHT 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. PERMITS REQUESTED [3'" BUI LDING tf ELECTRICAL g"PLUMBING ~CHANICAL $ ;;. O?J, OO-V , VALUATION OF TOTAL CONSTRUCTION AMP SERVICE , FLORIDA POWER o W.R.E.C. $ VALUATION OF MECHANCIAL INSTALLATION o GAS 0 ROOFING 0 SPECIALTY TYPE OF CONSTRUCTION:j(BLOCK FINISHED FLOOR ELEVATIONS o OTHER o FRAME o STEEL o OTHER IS PROJECT IN FLOOD ZONE AREAD YES ,PINO SIGNATURE .******************************************* BUILDD SIGNATURE .L&CDUcIAB PLUMBBIl SIGNAT 8CBAlUCAL SIGNATURE 0'1'IIBIl COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF pEED 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 eonttactor(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 aocument 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. ~plication 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 pe~t 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 rtot 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 Areast 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". //~L~ . A--= 9IGIlATI1~ OWNER OR Ar;~ SI~ONTRACTOR STATE OF FLORIDA 1).;1 ~ STATE OF FLORIDA 12,c.(;O COUNTY OF r~ CO COUNTY OF LP:v The foregoing inst;~ent was acknowledged The foregoing inst~~ent wa~ acknowledged Befo!J: me this rz.-I1lda.y of OCn:YBEI(. ~~ Before me this 1!-f;!Jd~y 9fCff:TlJllGZ , yf.lf!f/P by d.lba.L.) c.e\hDlo ~ by LA,... 'L~ _ltl2./ ~ (name of person acknowledged) (name of person acknowledged) ~who is personally known to me, or ~o is personally known to me, or o who has produced (type of identification) andv\~oO did I\tciid not take an oath. ~tJ-'m WOIJd Signature of person taking acknowledgement ,,';.';f.~~" Dana M. Ward !~. -'7f~ MY COMMISSION # CC821410 EXPIRES Name t -.' _ ,.:firinteti JwN-14~\nn...4 ... -:!," BONDED1HRUT~yl-"Alr-rl~ o who has produced type of identification) an id not take an oath d' Name t Q Q :0 Z ~ C/l en ~ :DO i ~ C/l J: m ~~ J: m :0 c: '" m e> ~ z -i ~ F ""'l QO~ :0 '" s:: 0 0 Z -lm m ,~ C5 :D \ s:: m s:: z " G> m:D 0:0 m n! m C/l " m :D...... ~ ~'" n! -i m C/l ~~ :0 m ~ m > me> :0 :0 ~ 0 () 8~ n 0 ~ m e> :D Z s::~ m ~ m 0 ~n! en ~, en n!o ill o~ :D 0 0 o ?& ,!( 0 ~ ~ z (') 0 m N=t III ~ Iii ............ m< z ~ !O m ~ ;3"T1 ~ ~ . a:N g ~ (\. ~m c N\ .'" 0 ~ - .,,:z: .1iJ - 5< z :zJ:tI r ~ -:z: co g;= ~ 0 ::l m (j) :0 Cl $! i ^ m ~O~ ~ z 0 0 0 ~ ~ I I I I I I ~ co B z ~ ~ m ~ -i Q ~ Cl E ~ ~ ~ ~ Q -i ~ ( I ~ (j) . :;! -< :0 Vj Cl P g C! 0 m Ul TI (') z =i c: ~ f3 ~ -i ~ i ~ z ~ it m 0 ~ S!! ~ F= tI ...... ~~ "'I'" me> 8~ s::"tl ~In -in! mO o~ "'- , " ~. ~ "- ~ ~ () ~ ~ 3l ~ JJ ~ m Z ~ I I I I I I \ E (j) p (') i G) m i: ~ ;;r g z -l i III j: ~ m :0 Q m e> '" s:: m n! :0 :0 ~ s:: m n! :0 z C/l ~ s:: m n! :0 ~ :0 Z ~ C/l m ~ m ~ ~ o " " C/l m ~ e> m o ~ ~ ::D ~ F Z G> :DO m::E Zz -lm m:D :D....... o o D)t(;Ei" 0 ~ i =i :. ~ c: Z -l I D~D '-~ ~ ~ Z Q -i ~ ~ -l -< G'l ~ -< m c: Z it o ~ m ( ~ tI i ""'l m :D ~ () ~ Z o (') N=t m< !o ;3"T1 a:N I=m 0'" . :z: 6< :zJ:tI -:z: g;= r- fA ~ ~ ~ ~ ~ ~ 1- .-,. "0 m :D ~ ~ z o m III c l!l -" z m !Ii "0 :D o C "'"" C o .1iJ z r ca -.... ~ ::l i ~ co ~ C ~ ~ .. E13 ~ .d'; "'-. Department of Community Affalr8 - FLORIDA ENERGY EFFICIENCY CODE FOFl BUILDING CON9mUCtlON FORM 600A-97 Residential Whole Building Perforiftahcl MethOd A CENtRAL 4 5 8 .. PROJECT NAME: AND ADDRESS: ~ 1. Ne onstruction or addition 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units covered by this submission 4, Is this a worst case? (yes I no) 5. Conditioned floor area (sq. ft.) 6. Pr&dOlftfnant eave overhang (ft.) 7. Glass type and area: a. Clear glass b. Tint, film or solar screen 8. Floor type and Insulation: a. Slab-an-grade (R-value + perimeter) b. Wood, raised (R-value + sq. ft.) c. Concrete, raised (R-value) 9. Net Wall type, area and Insulation: a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. Log (Insulation R-value) 5. Other: b. Adjacent: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation A-value) 4. Log (Insulation R-value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R-value) b.. Single assemblY (Insulation A-value) c. Radiant barrier installed (yes I no) 11. Air distribution system: a. Ducts (Insulation + Location) b. Air Handler (Location) 12, Cooling system: (Types: central-split, central-single pkg., room unit, PTAC., gas, none) 1. 2. 3. 4. 5. 6. r." ~'v .3 5"'1: c.J sq. ft. / . ft. Singla Pane Double Pane ~~ 7/,3 sq. ft. sq. ft. sq. ft. sq. ft. 7a. 7b. .. ').. S'y' I. ft. ,__ sq. ft. ,__ sq. ft. 8a. R= D 8b. Il= 8c. R- R:: ~ R:: Il= R= 9a-1 9a-2 ba-3 ~a-4 . ).~(ll) sq. ft. __ sq. ft. __ sq. ft. __ sq. ft. __ sq. ft. __ sq. ft. __ sq. ft. __ sq. ft. .....:3 ~"''l1) sq. ft. __ sq. ft. 9b-1 Il= bb-2 FI= 9b-3 FI::: 9b-4 Il= 10a. Il::: 3D 10b. Il= 10e. i , -- . I 11a. Il::: l> ,_~ (cond.funcond.)' j 11 b. v # Cc.- (condJuncorid.) 12a. typt: C.€/I.,1rdo ( . 12b. SEEfVEt:RlCOP: /(p.t' c) 12e. CapaCity: ') 6.~ t!' c. C:> 138. Type:. 1-1 (j. 13b. HSPF/(:OP/AFUE:1 L L.- 0 13e. Capacity: ~'1 () 141. Tyfi8: 15 {r; - ; 14b. EF: . q I 158. 15b. 15e. 13, Heatihg .ystem: J (Types: heat pump, elee. strip, t. gas, L.P. gas, gas h.p., room or PTAC, none) 14. Hot water system: (Types: elec., natural gas, solar, L.P. gas, none) 15. Hot Water Credits: a. Heat Recovery (HR) b. Dedicated Heat Pump(DHP) c. Solar 16, HVAC Credits (Use: CF.Ceillng Fan, CV-Cross vent, PT-Programmable thermostat, HF.Whole house fan, MZ-Multizone) 17. COMPLIANCE STATUS: (PASS if As-Built Pts. are less than Base Pts.) a. Total As-Built points b. Total Base points ,fI' 18. h7~q .171. specifications covered by the calculation are in ergy Code. DATE:L"l' -B.-it) with the Flenda Energy Cc>de. I (). / r -fl1) PREPARED BY: I hereby certify that this OWNER AGENT: .1. "'.=--..:-.:.-;---.------- .... -.-~ - -.- .---- --.-..,.---...--- .........___.___-......v..___ SUMMER CALCULATIONS euMA1tmH!8 4 Ii e .' ORIEHTATION 0YEilHAN0 GlASS ....WANE. ' 't\~ANE.,. . .8UIMII ~ A....1 LENQTtI AREA ~.POIfr...'ItlIIt .. PaNr IIl.tMA ClH FACTOR 0l.AIt.. ClH(Fm) (SO. FT.) .an . tint CLEAR tint (IfolIIt"'1 8UMIIEA ". / f~. 10 7, .\ 1l2. n~ I. " " ; . l ~ (2 I~j{ I I UJ ~'7. f , J ::IQ r~l ,I ~J .~ S!.!l / S:') IJ ~ ~. /. c.t.' ..<:-+r..+ iN U ~7 ill H J j 1;.'" ~.A ~7, O. i.f)C 4,.""i~ \ J W 17.1. ~1. ll.t 9A =.Ii I 11 12.51 I N;II! ~ 7A ~ \ .L '-.../ C' . , OHLENGTH OVERHANG RATIO = OH HEIGHT , .18 t COHO ! WEIGH1tD GLASS 1 BASE A~UILT ~ flOOR MUltI'UER If GLAS8 GLASS AREA i T SUBTOTAL SUBTOTAL C' .18 I ';~LI U I 42.0n I ;U.;'l(. \\. f'H'~t;'~n' ~ J r 00 BASE SUMMER x POINT. MULT. If 1.9 .1 cOMPOHlN'r DESCRlP110N ~, COMPON~ OESCmP11ON EXTERIOR ::f ADJACENT ; AREA []] exTeRIOR 8 ADJACENT I'~'~.~ -I If'r I 'f L//'S INFILTRATION & INTERNAL GAINS I=~~ ~ y ~ u UNDER ATTIC OR SINGLE ASSEMBLY A ~ E~C\ I 14.31 14.31 _SlJ ~ )~-=t I , kl'<~('"1 TOTALCOMPONENI.BASESUMMER~NT~ COOLING SYSTEM . HOT WATER SYSTEM 'H = HORIZONTAL GLASS (3 LIGHTS) 2FOR GlASS WITH KNOWN SHGC OR -2. "i . WINTER CALCULATIONS CUMA1'UOtd!1 4" .. OIlIENTATIOH 0YERItANG QUSS I IlNGI.HAHI. _ 011. DOUILHANE . T WINIM. T "'t lEN01ll AREA ~"'MD WlmA ltoIn' M1kIIiI X OH F~ . . .. 011 (FEET) (80. FT.) , . . f:ilijf .tInt (YnIiiM-10) WIn'eIl PtI . - ~jT , 4'.q.v, i 1 ~ '11 I ~ !a . .-...Ii. a1l:i I T~;:::)~ "'~ i 1'i1l \ It 1117 . Il~ -y 7 JJ.. K i I n:i ,,0" I;n1 7.J').~ l~L- ~ I' 17 ~Ai 7 '6", ~ /" i _ U::f H W .. --.. ,J f i.. (,,<0.1 11 t ~ 7 ~I"X t i\N 1: .f" ~.. III 1 1 1- "i1 """ ! \" 7 ~ ~ . c::: :i ~. 01 I " J ( COMPONENT DESCRIPnON WEIGHTED GLASS MUlTIPLIER :. 4.19 ~ I t ! .18 x .18 coMPOHrNT DESCAIPTION J AREA ~ :). rn EXTERIOR ~ ADJACENT ~L~( I 5.1 4.0 "f Ll4./ IF;;"] ~.~! .;- < I <<141 ! B UNDER ATTIC OR SINGLE ASSEMBLY .~ SlAB iPeJ:w.ETm1l <;.J. 'j LI .1.9 -~ 5l..-~\T ~.~ c..t; '" 8 RAISED (AREA) . T r -.2 . rt r " FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FlOOR. FOR RAISED FlOORS USE AREA OVER UNCONlllTJONED SPACE. -. INFlL TRA nON" INTERNAL GAINS -0.28 -0.28 SYSTEM TOTAL COMPONENT BASE WINTER POINT~ BASE HEATING TOTAL BASE SYSTEM x ~NTER M.!J.llJfUER INT 1.07 "f-~. BASE + HEAnNG POINTS , ... 1~,../t;7 -f7'7 ~ e 'H = HORIZONTAL GLASS (SKYLIGHTS) 1FOR GLASS ~TH KNOWN SHGC OR SC, SEE SECTION 2. t APPENDIX C. TINT MUL nPUERS MAY BE .... ! WINTER pOINf MULnPLll:RS (WPM) tA-10 *'N't!AOvtftHANGf:AeTORS(Wof!) CUilA112ONl1 4 8 . 1. .,.' ... . =[ 11II.. 11 1'J..17 ,.fL_ ' !rr.V ..... .7.1r7 :!-. . ~. : . NatIh 1M iiDiiA lillllR "Ill!; naQi; Oaa. [ .... IJllll . OIM OM . 1M 1M 1Mt Vlt 1Mt 1 Mt .,...tlYH I '.'. IM1 . t t NVI I'''' 1M too! f nttl m t Mot 1 nee 11:. ..f '. 1~ 1 .t~ 1M tntl ,- /lllC- WI 11m 11117 . t ..IJim 1 1~ Il jilllA 1M O.~ 1nH 1*9 1I'M' 1~ }.t-lIr\ "t I 1m, 1 ~.,g, 8CIcltftNt 1.00 1.002 1.013 1.038 1.071 1.118 ,,,,I.1M ..U:l!tio, 1118 1.388 .. 1.573 W... .1.00 0.999 1.003 1.013 1.025 1.040 1.053 .1. Il87 1.0n 1.095 1.101 1.118 NortInIItt 1.00 O.QQQ 0.998 0.997 0.997 0.996 0.99S O.IMM . 0.993, . ,. 0.992 0.990 0.989 OH lAnath 0.0' .1.0' 1.5' 2.0' 3.0' 3.5' ""lW . !.5'. ,8.5' 9.5' f4.0' 20.0' INTERIOR INSUUnON XT ADJ 6,0 3.1 3.8 2.3 2.9 1.9 2.3 1.5 15 1.1 .8 .7 .5 .5 I ~!EE,. 'secn<:i.2.00i==, xc~id~., OF ENvELOPE COMPoNEtlTS NOT OH 1HIS FORM, . 8A.12 DOOR WINTER POINT MUI.'hPUERS DOOR TYPE eXTERIOR ADJACENT WOOD 7.6 5.9 INSULATED o. o. o 5.1 4.0 CONStRUC1'lOH ADJACm Unconditioned Space 1 .7 .5 8A-18 DUCTMULnpUERS SUPPL YOueTS IN: 8A-18A AIR HANDLER MUL npUERS Loca1ed in at1lc 1.04 Loca1ed In 1.00 Localed In coilditloned areB 0.93 Located on exterior 01 building 1.04 Anic wIIh Radiant Bamer (RBS) CondIIIoned Space H AnNO SYSTEM MUln 6.80-8.89 6.90-7.39 .50 .49 10.40-10.89 10.90-11.39 .33 .31 2.70-2.89 2.90-3.09 .37 .34 .32 1.0 . . 1.0 (See Table SA- 18 tor ~ Mu ) .s. 8.9-9.39 .4-9.89 .38 .36 PTHP Electric SI Gas & LP Gas 3.70-3.89 3.90-4" Z1 .28 J J t ~ I i r I j I ; i 1 J. I I \ ~.; r ADDITIONAL TABLES CUMAtE ZOHEIl 4 5 II 8A-18 HEAnNGCAEDlTMUlTIPUERS HCM SYSTEM TYPE P!~rammable ThemiOit~~_==~~-- Mulllzone Natural Gas j IIA.19 COOUNGCREDlTMULnPLlERS CCM ~ ~~_J Ceiling Fans Cross VentHation Whole House~----- Mullizone --------- --Programmable Thermostat .95' .95' .95' .95 .95 'Cd may be taken for only one of these system types concurrently. ( 6A-20 HOTWATERCREDITMULnPLlEAS HWCM -;;~~~.v :~~;~L_~..' :~..~.' =~. -. AMon Dedic:aEd Heat Purr1> _ff_______. 2.o-2.~~._.__ 2.5-2.99 ~.0.3.49 j.!"ithoutt~nk) __ _HWCM .44 .35 .29 Add-on Solar Water Heater EF t.o-t.9 2.()'2.9 3.0-3.9 1_~.0.4.9 (without tanlL.....___ tlWCM - ..84 .~_~.2t A HWM MUST BE USED IN CONJUNCTION WITH AlL HWCM. SEE TA8I.E 8A-9. EF MEANS ENERGY FACTOR. . ( CHECK Ce I ngs j 6A-22 OTHER PRESCRlPnVE MEASURES (must be met or exceeded by III residences.) CHECK Waler Heaters 6t2.1 Comply with efficiency requirements In Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (aas) must be provided. External or buRt-in heat trap reqUired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial poqls must 'lave a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. .T Air Distribution Systems 6tO.l All ducts, fittings, mechanical equipment and plenum chambers shaH be mechanically attached, sealed, insulated, and Installed in accordance WIth the criteria of Section 610. Ducts in unconditioned attics: R.6 min. insulation. HV AC Controls 607.1 Separate readily accessible manual or automatIC thermostat for each system. Insulation 604.1, 602.1 Ceilinas-Min. R-19. Common walls-Frame R.11 or CBS R.3 both sides. Common ceiling & floors R-11. .6- J ~-~~, SUMMER POINT MULTIPLIERS (SPM) 8A-1 SUMllEA OVERHANG FACTORS ($Of':) f:OA SINGLE AND DOUBLE PANE GLAss. et.iMAtttOH!A . 4 a 8 ,~~. .....R.t1" M.t1 ~". 17 tL. ".'11: u...III ,7t~.JI'I JlLt.t. ..' tr bib 1-:00 O.llll2 nG71 o.~1 n.AOl n.A .. ~J " I.' II, 0'''' 11M OAA1 nA11 iItIrthou-L- 1M O~ neIM I\Qnll nAAA ..... i\' . ' I. . n~. ., nil. i\ Mi. n...." ;ut . lM- Olm OW OllM n A1I: .... ,,',,# .1 1ilI,.; n/:;71 nAl iU. ... n...1 1M nllllil OaAA OR71 07AR n; Iii: b, nU'l n.t. ,. n.... O.lI ". I~ South 1M jlClAA OGAA nAMI n.m ^~ .1 II rI i;M- n.:' i\ r:tWi n..~ ~I 1.00 0.997 0.956 0.874 0.793 0.108 0.ll4S d).5lI8 0.547 0.479 .O.~ 0.398 l Wett 1.00 0.994 0.964 0.902 0.834 0.757. ..0.69L. ...0.83) 0.582 0.500 0.438. 0.391 Northwul 1.00 0.995 0.966 0.911 0.857 0.198 0.751 0.708 0.674 0.616 0.570 0.532 ~-i.nCiih . 0.0' 1.0' 1.5' 2.0' 3.0' 3A' 4~ !K .. 8.5' ~ 9.5' 14.0' 20.0' 8A-2 WALLsUMMERPOINTMUlTIPUI!RA sf''' FRAME WOOD EXT AOJ 6.4 2.2 2.3 .8 1.9 .7 1.7 .6 1.03 .62 N INT!RIOR INSULATION ,,"V lU EXT ADJ G-2.9 2.5.9 ~~9 1.4.7 5-6.9 1.0.6 7-10.9 .6 .4 11-18.9 .4 .3 19-25.9 .2 .2 26& .1.1 SA-3 DOOR SUMMER POINT MUl nPUERS(SPM)8A.... CEIUNG SUMMER POINTMUL ~ ""VALUE 0-6.9 7-10.9 11-12.9 13-18.9 19-25.9 26& co E 8.9 4.1 3.0 2.8 2.4 1.3 STEEl. ADJ 2.9 1.3 1.0 0.9 0.8 0.4 DOOR TYPE EXTERIOR ADJACENT WOOD 7.2 2.4 INSULATED 4.8 1.6 SlAB-ON-GRADE EDGE INSULA nON ""VALUE SPM -31.9- -31,8 -31:? -31.6 Infillralionllnlemal Gains (Combined) SMA AlRHANDLERMULnPLlERS SP Located in attic 1.04 Localed in 1.00 Located In conditioned area 0.93 Localed on exterior of building 1.04 SM DUCT MULTIPLIERS SUPPLY DUCTS IN: Unconditioned Space AItlc with Radianl Barrier (RBS) Conditioned Space Central Units (SEER) SA-8 COOUNQ SYSTEM MUL TIPLIERS CSM -!YL M TY~~Tabfe6~3 for ~~!.!!l~mUlJ!S B'!t!rl9___ CSM PTAC & Room Units (EER) Rali'llL_. CSM 7.5-7.9 8.G-8.L _8J~:8 .45 .43 .40 12.5-12.9 13.0-13.4 13.5-13~~. 1{Q-!4.4 .27 .26 .25 .24 8A.9 HOT WATER MULTIPLIERS IHWMI . :c SY~~M TYPE _~!~e6-Y for Code mOOuns --c-. HOTWATE R MULnpUERS I~ /-. . Electrlc Resistance ff__ . .eq..81 .82..83 .84-.85 .88-.87 .88-.90 .91-.93 .94-.116 .97 & Uo L--. - ~. .-.- HWM _~20 21lia. 2686 2624 2564 2479 "2400 2328 Naluriil6as EF .43-.47 .48-.49 .50-.51 ,~,.53 .54-.55 .56-.57 .S&- .59 .80-.61 .62-.63 ,64-.65 .66 & uD "-. _.. t!WM 2162 1936 1859 1787 1721 11180 1802 1549 1499 1452 1408 LP Gas HWM 2645 2368 2274 ~86 ~1~ 2031 1900 1895 1834 1778 1722 Oed. HP or Solar ---. EF 1.G-1.49 1.5-1.99 2.0-2.49 . 3.G-3.49 ~.5-2.99 3.5-3.99 4.0-4.49 ~:5-4.99_ 5.G-t.IP Syslem with Tank HWM 2256 1504 1128 - 002 1!i2' 645 564 501 451 .... ~ .. J f' TE: SEE SECTION 2.0 OF APPENDIX CFOR MIA. nPllERS OF ENVEloPE COMPONENTS NOT ON THIS FORM. DROPPED SED WOOD STEMWAllw/UNDEA FLOOR INSUlATION SPM r , I j I J1 / \ I A _.!~SML- 10.G-10.4 10.5-10,9 .34 -:32" 16.5-15.9 1B.G-16.4 .22 -:21 11.G-l1.4 11.5-11.9 12.G-12.4 .31 .30 ,28 16.5-16.9 17.0-17.4 17.5 & .21 .,.l!O .19 ~. I /' NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF Pasco SS: 111111111111111111111111111111111111111111111111111111III111 2000106838 The undersigned,.as Owner, notifies all parties that Improvements will be made to certain real property, and in accordance with Section 113.13, Florida Statutes, the following information is stated In this Notice of Commencement: Description of Property: Lot D, Silver Oaks.:Village Phase One, as per plat thereof recorded in Plat Book 35, pages 63 tbru 67" inclusive, Public Records of Pasco County, Florida. Rept.: 436507 OS: 0.00 08/24/00 Ree: 6.00 IT : 0. 00 Opty Clerk General descriptiQn of improvements: Single family residence JED PITTMAN~ PASCO COUNTY CLERK 08/24/00 0=,: 24am lor 1 OR BK 4429 PG 1928 Owner and Owner's address: Juan Cevallos and Christine Cevallos 15801 Dawson Ridge Dr. Tampa FL 33647 Owner's interest in the property described as Fee simple Contractors and Contractor's address: Gold Medallion Homes.. /99bf ()~. '/1 AJ. LJ(2, fl 3-35--<l-r f Amount of Bond: $ . Surety (if any) and Surety's address: Name and' address of Lender, if any, making a loan for construction of the improvements: Stella .L. Peters, Trustee of the Steled Living Trust 112.'dated August 15, 1997 c/o 6000 West 79th Street Burbank IL 60459 Name of person within the State of Florida designated by Owner upon whom notices or other documents may be served: In addition, Owner designates the following person to receive a copy of the Lienor's Notice as provided i.n Section 713.13, Florida Statutes: Sworn to and subscribed before me on /lttt1-/ /~ / -S_J ~ 200p Ab/ntL~ 11.~,(L " Notary Public .Z/~ JU~a1108 {!~~<<-t ~6lL~~ Christine Ce a os : MY CO MM I S S ION ,'.,..!J....." Dana M. Ward EX P IRE S : l!!'#IA.~~ MY COMMISSION' CC821410 EXPIRES' ;~:'~':J: July 14, 2001 ( (~F AL) ) . <'1.tii,:~~;f:''' BONDE!lI"'~\.ITROVFAINlIlSlJRANCE.INC 4-2104-000"-1 Rev. 1/81 JWS SOUT1I1..AND "RaNTING co. .. , c~~ --:- t7~(~~7 o~~~oc /;~ ~ ~ ~._G:Q- .~~'~~~J~ ?-;~ mv ~~. ',-_/ 10 -li-oo <7 : -K.,/..2 SILVEROAKS PAGE 01 TORS PHOI'1E 1'10. 813 85"3 271"1 o -:;t::I:- f 'Iff /,1/ / 9 cg her-. 6/15 f1880TT 5TIJTIDNPr<. ~t~~ , ~-~ ENGINEERING) INC. ~,tlral engineers Octobe(. 171 ~lj():) Gold Medall i.on /lUIII;Jlj, Inc. poat Of[icu Oox \SJ0 Zephyrhi 11 1';, FL 11').1 q At tent iOIl ~ Ltln("~' :.; III i t 11 R(":!: Little J"rioCld: ~cho()lhCluse - Ark!JY En9inf~eri.T1q, Inc. Job I J201 Dear r,dllCU: At you!.' r4"H.~tl'..'I; t, I h.~vQ r9viewed the POWF:?r ~t P.P.) 1 inte 1 beam requir~m"nu; f(Il ~.he above rafor0ncAd project. Por the lint:sl lo~rj ch."1rt. on ~1}H)I..,t: "'~B" of t.he plana, all ()f the lintels c<"n be conatrurt.pn .!ss a Powo;!r5 Sty,-' "L-~" c:rOSF: g0ctinn. This b~siuully mc~n~ that the Powers gtQQl unit io at the bo~tom of thp lintel aUGti(.'1l \'o'jt h hlC"Jck courGes, a9 noeded, above) it and a Is rebtH placed il'\ the ': :"/P .~c,ur~c only. It iE my \anooT.ct.'lnding that the m~s..,t1 IH~$ placed .:J I~. f,.J)i.\r in to.he bottom of the 10n9 IIfront. porch" lintp.ls, thl~ io ~~ructllrll Iy ~uceptable and no ~t.irrupB are n~ed~d in ~ny of thp 1 i.ntell'" I f you n("(~d i'HI.. call. rlhQr assistanc~ with thio matter, pleato givp me R '.lIe. P.E. 11296 " .. ,. --., ~'__:...J_ "'lunn ftRPJrr~q8J1 Srrre.. I 7~'} I ( 'f'1:< Uf1 -f, t/f"&-e / /Jo Ir: - /J /s" f4 111 R>" 111 ~ (2<-'), 0<'1 fi-t ep; X; , . .~eoWer~BonarM.. .... . .... ...: .:.. . .. '.. .. ~ / . . '. . 54.0 Power-Bond 54.1 Introduction The Power-Bond Epoxy Pump System consists of a self contained pump style cartridge in which the adhesive components are mixed. A standard manually operated caulking tool can be used in the installation of thread- ed rod in solid concrete and masonry materials. Power-Bond epoxy bonds the anchor rod to the base material so no expansion forces are exerted against the walls of the hole in the base material. This makes the mortar ideal for use in anchoring to a variety of base materials ranging from soft common brick to hard marble or granite. 54.2 Product Description The Power-Bond Epoxy Pump System is supplied in 10 fluid ounce cartridges to meet the needs of most smaller applications. For easy pumping, a lower viscos- ity epoxy material is used as opposed to the paste style epoxies used in side by side cartridge systems. Once the material in the cartridge is mixed, it must be used within the specified gel time. The cartridge is designed for use in a standard heavy duty caulking gun. ~.."...".......'... - "..... ~ .... .. ..... . . . . - .... .,:.;.;.:." ..:::~:., Each pump cartridge contains pre-measured amounts of epoxy resin and hardener which are separated by a set of special engineered plastic barrier rings. As the pump is actuated. the barrier rings are pulled to the top of the cartridge allowing the components to flow together. As the cartridge is pumped, the compo- nents are mixed together neatly and safely. Once the epoxy has been thoroughly mixed, the plunger handle is pulled up to extend the built-in mixing nozzle. The handle portion of the nozzle is then removed and the cartridge is ready for use. Since the epoxy must be used within the specified gel time once the cartridge is actuated, the best installation method is to prepare the anchor holes in advance and have the anchor rods ready prior to mixing the components. Power-Bond epoxy can be used anchor threaded rod, bolts, and reinforcing bars into concrete and other solid base materials. It is not recommended for use with screen tubes due to its low viscosity. 54.3 Mixing Guidelines Pull plunger handle in the direction shown until the white barrier rings reach the top of the cartridge. Pull hard to insure divider has been opened and pulled to the top of the cartridge. While holding the bottom of the car- tridge, mix the epoxy by pumping the plunger handle. Be sure to use full strokes to insure the material is fully mixed. Do not use material that is not mixed properly. Upon completion of mixing, pull the plunger handle in the direction shown to extend the built-in nozzle. Be sure the plunger is completely extended. Unscrew the handle portion of the plunger. The nozzle has an 0.0. of 0.420 inches. Insert into a caulking gun and dis- pense material. For use in anchoring, follow proper hole preparation proce- dures. Material must be allowed to cure for the specified time prior to loading. ... ; I . '-.~ t ! '.", i'_,_' ~ ..... i ~> -'~ \, '~ ..,., For ease of dispensing, condition to 70 F minimum. Do not use in base materials below 40 F. 54, 3 Power~Bond Material Properties The Power-Bond adhesive is a low viscosity amine based epoxy for use in a pump style cartridge. The performance criteria for use as an anchoring system for threaded rods and reinforcing bars are described in the sections that follow. Shelf Life 1 year in original cartridge Storage Conditions Store dry at 40. to 90. F. Color Gray Useable Volume: 10 fluid ounces 18 cubic inches Cartridge Weight: 1 pound 176 . ~ .. : ... .:...... ....: .:.. .:... ... ...... .. :.: .:. ..... .. .::.. .: &wer.~BOdCI1tM. ... 54.3,1 Effect Of Elevated Temperature As with all adhesive anchors, the bond strength of the Power-Bond adhesive mortar is effected by elevated temperatures in the base material. As the tempera- ture of the base material increases, the bond strength of the anchor will decrease. Typical performance of the Power-Bond adhesive mortar at elevated base material temperatures is shown below. The values are based on maintaining the concrete test samples used at a given temperature for a minimum of 24 hours before applying a test load. 100 90 80 "C 70 l3 ...J 60 '5 - 50 5i ~ 40 c.. 30 20 10 0 " "- '" ~ "'- '--... 60 100 140 180 220 Temperature ( F.) 543.2 Power-Bond Resin r~e5istanc.e To Chemicals The resistance of the cured Power-Bond mortar to var- ious chemicals was determined according to ASTM Specification (-581 by laying molded samples of the resin in the respective chemical agents. The samples were subjected to a bending strength test before and after a 12 month exposure to the chemicals. The adhesive was rated as resistant if there was no visible deterioration and less than 25 % reduction in bending strength. This exposure is extreme. Under normal installation conditions, the adhesive is exposed to the chemical agents only at the surface of the concrete around the top of the anchor hole. Acetic Acid Acetone Ammonia Aniline Beer Benzine Benzole Boric acid, aqueous solution Calcium carbonate, suspended in water Calcium chloride, suspended in water Calcium hydroxide, suspended in water Carbon tetrachloride Caustic soda solution 40 10 5 100 100 100 100 . . . . . . . . . ~~n.. Not ... " :. ~Wim\'ii:~l Nl,*t M:~'ffiW . Rem'tW ~~flt:; Citric acid All . Chlorine All . Diesel oil 100 . Ethyl alcohol. 50 . aqueous solution Formaldehyde 30 . Formic Acid 100 . Formic Acid 10 . Freon . Fuel oil . Glycol (Ethylene Glycol) . Hydrogen peroxide 30 . Hydrochloric acid Conc. . Isopropyl alcohol 100 . Lactic acid All . Laitance . Linseed oil 100 . Lubricating oil 100 . Magnesium chloride, All . aqueous solution Methanol 100 . Motor Oil (SAE 20 W-50) 100 . Nitric acid 30 . Nitric acid 10 . Oleic acid 100 . Perchloroethylene 100 . Petroleum 100 . Phenol. aqueous solution 8 . Phosphoric acid 85 . Phosphoric acid 10 . Potash Lye (Potassium . Hydroxide,10% and 40% solutions) Potassium carbonate, All . aqueous solution Potassium Chlorite, All . aqueous solution Potassium nitrate, All . aqueous solution Premium gasoline 100 . Sodium carbonate, All . aqueous solution Sodium chloride, All . aqueous solution Sodium phosphate, All . aqueous solution Sodium silicate All . Sulfuric acid 30 . Tartaric acid All . T etrachoraethylene 100 . Toluene . Turpentine 100 . Trichloraethylene 100 . . All . . . 100 40 . . 177 .. .,.: .:. ..:.... ...:... .... . ... ; ... .:... .:..... ... ...:. ... ... .. . R_r";8RaTM..:. " . ". .' . 54.8 Suggested Specification The adhesive used shall be a two component, low vis- cosity epoxy which is dispensed from a pump type car- tridge. The cartridge shall have engineered plastic bar- rier rings which keep the components sealed until they are mixed in a built-in dispensing nozzle. The barrier rings shall consist of a dual co-axial mechanism which automatically opens as the cartridge is actuated. A four section mixing blade assembly shall be used to com- bine the components of the epoxy as the cartridge is pumped. The epoxy shall be thoroughly mixed prior to dispensing. Upon completion of pumping, the nozzle shall be extended and the plunger handle shall be removed from it. The adhesive system used shall be Power-Bond as supplied by Powers Fastening, Inc. Anchor holes shall be drilled with a bit meeting the requirements of ANSI Standard B212.15 and shall be approved by the manufacturer. The adhesive and the hardware components shall be installed according to the manufactures written instructions. The threaded anchor rod (or reinforcing bar) used shall meet the requirements of . The hardware used (except for reinforcing bar) shall be as supplied by Powers Fastening, Inc. 181 . ft. .. .B~~:arM ...:. . .. . . .. . .:. r~wer: .mlq ........ .:-:... . . :.:.:.. ....; .::::; :'.:. ... . .;.. ..: . .. . ..:.. . . . .. ... 5433 Power-Bond™ Epoxy Material Setting Time The table below lists the setting times for the Power- Bond epoxy. The times listed vary according to the volume of epoxy and base material temperature. The gel time is the maximum working time. At the initial cure time, the epoxy can sustain a design load; how- ever. this should be verified by job site testing. The full curing time is the minimum time required for the epoxy to meet its physical properties. 54.6 Power-Bond Installation Guidelines Threaded Hods or Heinfordng Bou's in Solid Base Materials Drill a hole to the size and embedment required. The toler- ances of the drill bit used should meet the requirements of ANSI Standard B212.15. , r .. v .. .. v , ~ ( ( : '; .' . :-. .. . : . >. .. . , ... 0 0 .. v ~ .. .. v ~ , " ( . :-. .. . : . >. . 0 , .. 0 . .. v v v 40 60 75 90 30 20 15 10 12 6 4 3 48 36 24 24 Blow the hole clean with com- pressed air, brush the hole, and blow it clean again. Holes should be clean and sound. They may be dry or damp, but should be free of standing water or frost. If using reinforcing bars, be sure the bar will fit into the drilled hole. If a larger hole is required, the diameter should be as close as possible to the diameter of the reinforcing bar. Do not install in base material whose temperature is less than 4OoF, 54.4 Power-Bond™ Selection Guide Power-Bond cartridges are available in a 10 Fluid ounce size to match the needs of most applications. ',' v. V f r:: L ~ -!. ~ ~ .~. : . ~ ", ,:", '-, ,. '-, ,:-.' '. . <I, :' .', . '4, :' .' . <I . V .".. v . -. <;/ 54.5 Power-Bond™ Estimating Guide The following tables list the estimated number of anchors which can be installed per Power-Bond pump cartridge, The actual number of anchors dispensed may vary depending upon job site installation proce- dures and waste. To estimate the number of cartridges which may be required, divide the number of anchors to be installed by the figures listed below. For example, to install 2,000 3/4" threaded anchor rods in a hole 6" deep, the estimated number of anchors is 9.2 per cartridge. The estimated number of cartridges is 2000 divided by 9.2 or 217 cartridges. " i? i? " I> , f f : , '. '. ~ ~ . <l .- " . . " i? i? " I> : . f f : " .. ~ ':"~~: ~ , <l , Fill the hole approximately half way with epoxy starting from the rear of the hole. Slowly withdraw the static mixing noz- zle as the hole fills to avoid creat- ing air pockets within the hole. Push the threaded rod or rein- forcing bar into the hole while turning slight~ to insure positive distribution 0 the epoxy. Be sure 1/4 5/16 160.4 the rod is fully seated at the bot- iT "I> 107.0 80.2 64.2 53.5 45.8 40.1 tom of the hole and that some .. . . . ..,I. epoxy has flowed from the top -. ,.:--... . 3/8 7/16 95.8 63.9 47.9 38.3 31.9 27.4 24.0 . : .', <l 1/2 9/16 67.6 45.1 33.8 of the hole. The threaded rod or . " 27.0 22.5 19.3 16.9 reinforcing bar used should be .." I> .. f. ~ f. ~..a 5/8 3/4 34.6 23.1 17.3 13.8 11.5 9.9 8.6 free of dirt, grease, oil, or other j ", ..: =..: '0 ...:.. ' foreign material, -<l <l . . -<l 3/4 7/8 27.6 18.4 13.8 11.0 9.2 7.9 6.9 7/8 1 23.1 15.4 11.5 9.2 7.7 6.6 5.8 1 1-1/8 18.8 12.6 9.4 7.5 6.3 5.4 4.7 Allow the epoxy to cure for the specified time prior to applying any load. Do not disturb or load i7 iT 'V t> the anchor until it is fully cured , ! of. . . '. ~ : ", 'r_O.. <l o .. . . AI No.3 1/2 81.4 54.3 40.7 32.6 27.1 23.3 20.4 t> iT iT " , ! . "f. . . NO.4 5/8 63.4 42.3 32.7 25.4 21.1 18.1 15.9 '. ~ : .. ,. .'.. No.5 3/4 51.1 34.1 25.5 20.4 17.0 14.6 12.8 <l <l 't,' -.'.& . No.6 7/8 40.9 27.3 20.4 16.4 13.6 11.7 10.2 No.7 1 35.7 23.8 17.8 14.3 11.9 10.2 8.9 No.8 1-1/8 30.6 20.4 15.3 12.3 10.2 8.8 7.7 178 . ,.. ..'..i"......:........:-::-:-:.. .:.::.. ........:... ...:.....:.:...........:.:..... .... :.....<. :... :..: . .. .:.. .....i!o.erfBpnm.M.: :. ..... . . ~ '. . '.' . ." . . ". '. '.' .' .... 54.7 Performance Data 54.7.1 Ultimate Load C.apadties for Installations Using Threaded Anchor Rod in Concrete The following load capacities are the ultimate or failure load for the Power-Bond adhesive based on tests using high strength anchor rod. The capacity of the anchor rod itself should be taken into account in the design of any anchorage. The allowable load capacities for the Chern-Fast adhesive and five types of anchor rod are described in the next section. 3/8 7/16 3-1/2 5 -10 7,420 6,480 10,200 6,480 11,880 6,480 1/2 9/16 4-1/2 15 - 35 9,230 11.120 14,340 11,120 15,780 11,120 5/8 3/4 5-5/8 40 - 80 15,340 17,650 22,900 17,650 26,300 17,650 3/4 7/8 6-3/4 80 - 120 20,720 29,250 32,600 29,250 33,680 29,250 7/8 1 7-7/8 120 -160 26,520 36,065 35,170 36,065 41,850 36,065 1 1-1/8 9 160-200 34,820 53,135 44,640 53,135 52,600 53,135 54.7.2 Allowable LO<KI Capacities for Installations Using Threaded Anchor Hod in Concrete The bond strengths in the following table are based on applying a safety factor of 4 to the ultimate load capacities of the Power-Bond Adhesive injection gel for three concrete compressive strengths. The allowable steel strength values are based on the AISC Manual of Steel Construction (Ninth Edition). Values for B-7 steel rod are based on A325 capacities. The allowable load used should be the lesser of the bond or steel strength. Allowable Tension 3/8 7/16 3-1/2 1,855 2,550 2,970 2,100 2,200 4,840 2,720 2,720 1/2 9/16 4-1/2 2,310 3,585 3,745 3,745 3,920 8,625 4,850 4,850 5/8 3/4 5-5/8 3,835 5,725 6,575 5,865 6,140 13,510 7,560 7,560 3/4 7/8 6-3/4 5,180 8,150 8,420 8,440 8,840 19,450 10,940 10,940 7/8 1 7-7/8 6,630 8,795 10,465 11,480 12,020 26,445 14,875 14,875 1 1-1/8 9 8,705 11,160 13,150 14,995 15,700 34,540 19,430 19,430 Allowi:,ble Shear 3/8 7/16 4-1/2 1,620 2,550 2,970 1,090 1,100 2,310 1,400 1,400 1/2 9/16 4-1/2 2,780 3,585 3,745 1.940 1,960 4,115 2,500 2,500 5/8 3/4 5-5/8 4,415 4,415 4,415 3,040 3,070 6,450 3,915 3,915 3/4 7/8 6-3/4 7,315 7,315 7,315 4,380 4,420 9,280 5,635 5,635 7/8 1 7-7/8 9,015 9,015 9,015 5,950 6,010 12,620 7,665 7,665 1 1-1/8 9 13,285 13,285 13,285 7,770 7,850 16,485 10,010 10,010 179 .;, .. .., .':'...~~~~~~..:M:;.:.:.::...:::.:.::>:. :..::::::.. ...::........:..r:.:.:::.:. ....::;.... ..:......:::........ .:.:..:..:.....::: . .....:... .;........ ,..;-... ... :....:....... . :.. 54.7.3 Ultimate Load Capacities for Installations Using Reinforcing Bars in Conc.rete The following load capacities are the ultimate or failure load for the Power-Bond adhesive based on tests using Grade 60 reinforcing bars. The steel strength values are based on the minimum strengths as listed in ASTM Standard A 615. Actual results may vary depending upon the base material condition and reinforcing bar tolerance. No.3 3/8 1/2 3-1/2 7,940 11,920 12,900 6,600 9,900 No.4 1/2 5/8 4-1/2 11.500 15,980 19,820 12,000 18,000 No.5 5/8 3/4 5-5/8 15,690 22,000 25,160 18,600 27,900 No,6 3/4 7/8 6-3/4 19,320 27,680 30,550 26,400 39,600 No.7 7/8 1 7-7/8 25,610 36,260 41,840 36,000 54,000 No.8 1 1-1/8 9 33,010 48,740 51,830 47,400 71,100 54.7.4 A!lowilble Load Capacities for Installations Using Reinforcing Bars Rod in Concrete The values for the bond strength in tension are based on applying a safety factor of four to the ultimate capacities listed in the previous section. The values for the bond strength in shear are based on applying a safety factor of four to the ultimate shear load capacities for the tests conducted with high strength threaded rod. The tension loads for reinforcing bars are based on the allowable stresses as listed in Section 1926.3.2 of the Uniform Building Code. The shear loads for reinforcing bars are based on the allowable stresses listed in Section 1926.7.6 and 1911.7.4. The shear-friction coefficient based on section 1911.7.4.3 for normal weight concrete was 0.6. The allowable shear load is based on applying the allowable shear stress to the cross sectional area of the bar and then factoring by the shear-friction coefficient. The allowable load should be the lesser of the bond strength or the steel strength. Allowable Tension No.3 3/8 1/2 3-1/2 1,985 2,980 3,225 2,200 2,640 No,4 1/2 5/8 4-1/2 2,875 3,995 4,955 4,000 4,800 No.5 5/8 3/4 5- 5/8 3,925 5,500 6,290 6,200 7,440 NO.6 3/4 7/8 6-3/4 4,830 6,920 7,640 8,800 10,560 No.7 7/8 1 7-7/8 6,405 9,065 1 0,460 12,000 14,400 No.8 1-1/8 9 8,255 12,185 12,960 15,800 18,960 Allowi:lble Shear No.3 3/8 1/2 3-1/2 1,620 1,620 1,620 1,320 1,585 No.4 1/2 5/8 4-1/2 2,780 2,780 2,780 2,400 2,880 No.5 5/8 3/4 5-5/8 4,415 4,415 4,415 3,720 4,465 No.6 3/4 7/8 6-3/4 7,315 7,315 7,315 5,280 6,335 No.7 7/8 1 7-7/8 9,015 9,015 9,015 7,200 8,640 No.8 1 1-1/8 9 13,285 13,285 13,285 9,480 11,375 180 .' j j ~ '"( ! t',.; r~' ; ~ l f" i . . II C :11"; !' --- -- ~ - - - - --,- - --- -.,- - -- -.. - - ~-,--- ----~ -- - ---- '; ,. L f ~'r F { 1'.., c; I 1":\ il' '! d ~,n!i J r\i :1(i(;! fl"; .j t, '"if 1.11'; :iI' n!lf' I r '-If ':\ j:\ (, ;'.' r,~1 ,if i ': ;":i t""i ~J I ,~! J i- (, ,; t.; 'r!: ! ' :; f-) . .! . _.....,~,..~.. r ( \' .\~, ,., .,.. /.<."".- t ..",r '; . ,,~-::4__~,/,.. 1:'1"'., \ i";! 1(\: ! (,~: r~) 'I.. r~! ::' il,'f:- 'fJF~ 1.':J('j \'-fh ','1 t'. ':'\,'.:/1'-.1 :;"'-'1 I' '.. ~'_1 f:, i'; i \(1 'f 'l.) :0 (.{ 'n. '.j. ':(' :i: :) ~ r F ,., , - !. i r r'i'l I r I! ~ ; ,-. ;::'; ( I" J' r~.', :! CJ 1-.1 ('~f'~l CD 1.,( ; ~ j ; !' ,'., r i i 'j' .i, . (: ;.';; if (:-~ i (f .'e : I f" . !.': r CJ PASCO COUNTY. FLORIDA (-', , I '----" r .. Permit Nu. / <' / I Date Permitted Builder Name/Owner Name ~,iJ'~ "{ ~ / ~,~: 1 lo,.. County Parcel No. Address/Location -t' ~. Subd. Classificationffype of Use I How Determined TRANSPORTATION IMPACT FEE CALCULATION EXEMPT 0 Why? Rate $ Zone No. Sq. FtJUnit Prepared l3y 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) Ral~ ERL: 5~.()0/Year or $0.14~/Day ERU Assign No. TOTAL FEE $ Assessment - (GSF) x (ERU) x (O.14~) x (No. Days) 100 "l... t',;;1} ~.~ I': TOTAL FEE $ _--.,..t.",'Jlj.:.l!::> ...r: ,A-,sc,-,fllCnt- (No Units) x ($0 14~) \ (No. Day,) NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE ISSlJED l!NTlL THE AMOUNTS LISTED HA VE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY. Acknowiedgement below does not imply acceptance of concurrence. but simply rcn~lpt of 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 ----- ---~---------------------------------------------------------------------------------------- OFFICI:: L'SE ONLY TRANSPORTATION REC. NO. RESOURCE RECOVERY REC. NO. ...- ,_.-. ,................"..,... 'l" 1ft.... .- . . ~. i l DATE DATE .1/""/ {/; I BY _~ ./ /' BY.~--!-.--" White Applicant Canary Trans/Finance Canary RR/Ftnance Ptnk Office Green Bldg/lnsp feecal:ce PC93113094/D