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Home My WebLink About94-4186 . 0 ?fL(t... /' (p rQ 2/5' :J--Y BUltDING PERMIT Permit N~ BUILDING - .;.~ (p~' ELECTRICAL CITY OF ZEPHYRHILLS (813) 788.6611 t:1"~u PLUMBING 41866 7-077-9-Y Date -- ~J() MECHANICAL Sewer Conn-k.;2 /fR Water Conn: ~U Water Meter: / (p,5'" T,I.F.'s: E><En7rl PmpertyOwne, ~J. /l /;/~~ ~?'!,~k Jab Add'e" '~?'~ ~ ~~ ~.~ Parcell.D. # /L)"',2(,. - - D' ;;0. 0- Zoning: Description of Work NO OCCUPANCY BEFORE C.O, FI:[ /1-1,''3-11- ~fe ~ ' yf. ~ DATE , C.O. - -~ DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordar~e with City Codes and Ordinances. Permit Fee Signature Company Address Valuation or ~ 1)i; Contract Price & ~. ~ .:=5!l' - , City License Registration # 4 State cert~_en~e' ., Telephone' ~;:~~ 6:-!.,e;!/?c'<<:~ A (1_'- ~ BUILDING ELECTRICA~;20(o PLUMBI'N /l1 Ftr. 1-22.-Cjf ~l<-\" Tp. Servo SLB V'f.-~9# 9'1 (i~ Pre SLB Rough In CY#Z2 #lfLf\.~~ Tub Set cp,zg,94 6) LL- Lintel MeterCan~~-~e9~ Water~ FRM. q..L~"~4. B I L.-L Const. Pole .' .- 2~ ' ',Il.L Sewer ~L:l- Insul. CL Pool Final / i./ rg - 'j'" 61 {e- WL L;>'2..'il.q <t g, Ll.o" P~e"Me,", (- fb.<{~ / FInal If. 1_ . _ '-f ~L Driveway ,/jO-JDj-i4 f>!JL {{t>i SHEJrIf~ q~o,CrI ~~ v).f1, ~ u;~ 1'-:21-91 h N'rt.-- 11"'~.f.{r.1 B,V'- ' REINSPECTION FEES: When ext,a Inspection t,lps are necessa", due to anyone of the fo"o~nJ :eaifns. a tJ charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: ~~ .;,,>,,....c; I a. Wrong Address ~~ 4 ~ b, Condemned work resulting from faulty construction. 1'( ~~_j U c, Repairs or corrections not made when inspection called. '=--n ;1 -I, - - 0 _ J {)_ C/ L/ 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. 7)t. Q~~ ~NICAL'" '7/ Breakers Ducts Insl. q "d.-fD -qy ~ Compressor , Final Ir-/g~q~ ~ The payment of inspection fees shall be made before any further permits will be issued to the person owning same. VALUATION: W.A. Neumann 37443 Mayberry ct. $62,232.00 SQ. FT. LIVING: COST/FT: 1,625 $35.00 SQ. FT. OTHER: 487 COST/FT: $11.00 VALUATION $62,232.00 DRIVEWAY $20.00 ADDRESS $20.00 FEE SHEET $317.00 SQ. FT. UNDER ROOF 2,112 RADON GAS $21.12 TRAFFIC IMPACT FEES 99% 1 % $0.00 $0.00 $0.00 PERMIT FEES BUILDING: PLUMBING: ELECTRICAL: MECHANICAL: SUB-TOTAL: CREDIT: TOTAL: CONNECTION FEES SEWER: ~vATER : METER: TOTAL: 515.50 57.50 65.25 30.00 $668.25 60.00 $608.25 1,278.00 350.00 165.00 $1,793.00 GRAND TOTAL: $2,422.37 D,epartment of Community Affairs - FLOAIDA ENEAGY EFFICIENCY CODE FOA BUILDING CONST~UCTION ,fOAM ~00A-93 ' Residential Whole ~uild.ing Performance Method A CENTAAL 4 5 6 OWNER: PROJECT NAME: AND ADDRESS: BUILDER: 1. New construction or addition 2, Single family detached or Multifamily attached 3, If Multifamily-No, of units covered by this submission 4, If Multifamily, is this a worst case (yes / no) 5. Conditioned floor area (sq. ft.) 6, Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8, Glass type and area: a. Clear glass b. Tint, film or solar screen 9. Floor type and insulati~n: a. Slab on grade (R-value + perimeter) b. Wood, raised (R-value + sq. ft.) c. Concrete, raised (R-value) 10. 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) b. Adjacent: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3, Steel frame (Insulation R-value) 4. Log (Insulation R-value) 11. Ceiling type, area and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 12, Air distribution system: ' a. Ducts (Insulation + Location) b. Air Handler( Insulation + Location) 13. Cooling system: (Types: central-split, central-single pkg., room unit, PTAC., none) PI CK T ease I ype 1, AJfv,J 2, ~j..U) / /;- 3, 4, 5, / ~;] i"" sq. ft. 6, J, 31 ft. 7, ~-i ft. Single Pane Double Pane 8a, sq, ft. sq, ft. 8b. sq, ft. l-3'1 I sq. ft. 9a. A= CJ , I 9 1.-- I. ft. 9b. A= , sq. ft. 9c. A= , sq. ft. 10a-1 A= sq. ft. 10a-2 A= II ~)~ sq, ft, 10a-3 A= sq, ft. 10a-4 A= sq. ft. 1 Ob-1 R= sq. ft, ---.-. 10b-2 A= i J 308'"' sq. ft. _.--._- , 10b-3 R= sq. ft. 10b-4 R= sq. ft. 11a. R= Z'- I ~ t';--sq. ft. -- 11b, R= sq. ft. ---. 12a, R= & , (COnd.l~ - 12b, R= , (cond.lun ,) ---~-_._.--- 13a. Type: C t- "...,.J. h" ^ I --. 13b. SEERJEERJCOP: ID) ()') ---. 13c. Capacity: --- 14a. Type: 1-/ ~A-j Pu .- ,0 --"-. 14b. HSPF/COP/AFUE: ? .1- 14c. Capacity: 15a. Type: C /... t..--/.... ---- 15b. EF: ~ I 16a. 16b. 17, L- 18. ~~C~ 119. I 1:7 Y 19a, z... 1... ~ 7 'l 19b. / Y~7r ~ 14. Heating system: (Types: heat pump, elec. strip, nat. gas, L.P. gas, room or PTAC, none) 15. Hot water system: (Types: elec., natural gas, solar, L.P. gas, none) 16. Hot Water Credits: a. Heat Recovery (HR) b. Dedicated Heat Pump(DHP) 17. Infiltration practice: 1, 2 or 3 18, HV AC Credits (Type in Letter designation: CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, AS-Attic radiant barrier, MZ-Multizone) 19. EPI (must not exceed 100 points) a. Total As-Built points b. Total Base points EPI = Tolal As-Built points X 100 T olal Base points I hereby certify that the ",ans and SR ificallons covered by the calculation are in compliance with the Florida Energy Code I ~ J .11 PREPARED BY: I/V. L/ , DATE: / - J f -9 'I I hereby certify that this building is in compliance with the Florida nergy Code, OWNER AGENT: DATE: -1- DATE: L SUMMER CALCULATIONS ~ ~ GLASS I' SINGLE.PANE OIR ~DOUBLE-PANE 71 SUMMER .1 AS-BUp AREA x SUMMER POINT MUL T. MMER POI x OVERHANG = GLASS CLEAR TINf2 CLI=IR" ( TINf2) FACTOR (6A.1) SUM, PTS N 'J?,i 51,0 51.5 47.8 ~ (pt 7VIdJ 'I NE 77.2 76.6 71.7 63.4 E tt. () 109.2 107.1 102.0 87.3 qC," 77~'CJ SE 112.9 110,3 104.1 89,4 S ~,'1 100.2 98.3 90.9 78.8 i lit ?_!:j t ~_~ SW 112.9 110.3 104.1 89.4 W 9i.1..3 109.2 107,1 102.0 87.3 'LC: ? 1Sf6 :; NW 77.2 76.6 71.7 63.4 H' 367.7 303,3 324.6 238,1 CUMATE ZONES' 4 5 6 I . BASE .\ BASE GLASS x SUMMER = SUMMER AREA PT. MUL T. POINTS N 72. , 'i 82.2 <:'"'95' I 3 NE 82.2 E ZIRO 82.2 Z-' '!J7, 'z..,. SE 82.2 S ~9 "f 82.2 ~z..3~, ., SW 82.2 W Q_c. ~~ 82.2 ., ('tJ !;;. '1 NW . 82,2 H' 82,2 en en ~ C) ,15 AREA COMPONENT DESCRIPTION ,15 X COMPONENT DESCRIPTION EXTERIOR :j ADJACENT c( ~ f;: r 4.8 1,6 ~ I . t~.)-II '~jj- i:~ ~ ~~.7 rn EXTERIOR 8 ADJACENT o Cl z :::i W (,,) UNDER ATTIC OR SINGLE ASSEMBLY ~ SLAB (PERIMETER 1 C, L... -31.8 - \..1 (.I~t... I (j 't. - ~J. c: .,("ILvY a: RAISED (AREA) -3.43 0 0 ..... u.. FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. HOT WATER SYSTEM 10.9 INFILTRATION COOLING SYSTEM BASE COOLING SYSTEM X MULTIPLIER .37 AS-BUILT HOT WATER SYSTEM DESC, NUMBER OF X BEDROOMS z..,.. 'H = HORIZONTAL GLASS (SKYLIGHTS) 2FOR GLASS WITH KNOWN SHADING COEFFICIENT, SEE SECTION 1.1 OF APPENDIX C. TINT MULTIPLIERS MAY BE USED FOR GLASS WITH SOLAR SCREENS, FILM, OR TINT. .2. SUMMER POINT MULT~LIERS (SPM) CUMATE ZONES' 4 5 6 6A-~ SUMMER OVERHANG FACTORS ISOFt :oElSINGLE AND DOUBlE PANE GLASS, ~r OH RATIO ,00-.11 .12-.11"- .18-.26 .27..35 ,36-.46 .47-.57 .58. .70 .71..83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ N 1.00 .94 .91 .87 .83 .79 .75 .72 .69 .62 .56 .50 NEJNW 1.00 .94 .91 .85 .79 .72 .68 .63 .58 .50 .40 .36 ~o:: ENol 1.00 .95 .92 .85 .78 .70 ,64 .58 .52 .42 .33 .26 ~o ~l SEJSW 1.00 .93/ .90 .81 .72 .62 .55 ,49 ,42 .33 .27 .22 S 1.00 .91/ .87 .77 .67 .57 .50 .45 .39 .32 .28 .25 ()~ I I=Nr.TW Oft ,1 ftl 11/0 It ?ft ~ft ~1/? ft 4%ft !'i'J? ft 6%11, 01j"ft 1.4ft ?o'rt.. ~o select bv Ovemann Lennth no ""rt of nlass shall be more than 8 ft. below the overham, 6A-2 WALL SUMMER POINT MULTlPUERS SPM FRAME STEEL EXT ADJ 8.9 2.9 4.1 1.3 3,0 1.0 2.8 0.9 2.4 0.8 1.3 0.4 R.VALUE 0-6.9 7-10.9 11-12.9 13-18,9 19-25,9 26& U 6A-3 DOOR SUMMER POINT MULTIPLIERS DOOR TYPE EXTERIOR ADJACENT WOOD 7,2 2.4 INSULATED 4.8 1.6 SPM) R-VALUE 0-2.9 3-4.9 5-6.9 7-10.9 11-18,9 19-25.9 26& U CONCRETE BLOCK1 INT. INSULATION NORMAL WT. EXT ADJ 2.5 .9 1.4 .7 1.0 .6 .8 .4 .4 .3 .2 ,2 .1 .1 XT, INSUL NOR. WT, EXT 2.5 ,7 .3 .1 o 26-29.9 30-37.9 38& U .7 ,6 .4 CONCRETE DECK ROOF CEIUNG TYPE DROPPED EXPOSED 3.0 3.3 2.0 2.1 1,4 1.3 R-VALUE 10-13.9 14-20.9 21 & U 6A-5 FLOOR SUMMER POINT MULTIPLIERS ISPM) SLAB-DN-GRADE RAISED RAISED WOOI)2 POST OR PIER STEM WALL wI UNDER EDGE INSULATION CONCRETE CONSTRUCTION FLOOR INSULATION ADJACENT R.VALUE SPM R-VALUE SPM R.VALUE SPM SPM SPM 0.2.9 -31.9 0-2.9 -1.0 0-6.9 0.9 -5.8 5.3 3-4.9 -31.8 3-4.9 -1.7 7-10.9 -1.1 -2.8 2.1 5-6,9 -31.7 5-6.9 -1.7 11-18.9 -1.0 -2.2 1.8 7 JI. Iln -:11f> 7 8. Un -17 10 Rolin _00 -1,8 10 6A-6 INFILTRATION SUMMER POINT MULTIPLIERS (SPM) INFILTRATION PRACTICE SPM SEE TABLE 6A-21 PRACTICE #1 PRACTICE #2 6A-8 COOLING SYSTEM MULTIPLIERS CSM SYSTEM TYPE 6A-7 DUCT MULTIPLIERS OM SUPPLY DUCTS IN UNCONDITIONED SPACE SUPPLY DUCTS IN CONDITIONED SPACE' RETURN DUCTS IN CONDITIONED SPACE 1,10 1.07 1.06 1.00 1.00 COOLING SYSTEM MULTI CSM Ratio 7.5-7.9 8.0-8.4 8.5-8.8 8.9-9.4 1 .0-1. 10.5-10.9 11.0-11.4 _g,SM____,_ .45__ __-,43__ __AO __'~ ,~6 .34 " .32 .31 PTAC & Room Uoits (EER) Ratin 12.5-12.9 13,0-13.4 13.5-13.9 14.0-14.4 14.5-14.9 15.0-15.4 15. -. 16.0-16.4 16.5.16.9 CSM .27 .26 ,25 .24 .24 .23 ,22 .21 .21 MINIMUMS: CENTRAL UNITS-AIR COOLED SPLIT SYSTEM 10,0 SEER, SINGLE PKG, 9.7 SEER, GROUND WATER HEAT PUMP 11,0 EER. PTAG-SEE TABLE 6-2 Central Units (SEER) 11.5-M 12.Q:lg.~ .30 ,28 17.0-17.4 17.5 & lJQ ,20 .19 6A-9 HOT WATER MULTIPLIERS IHWMl SYSTEM TYPE HOT WATER MULTIPLIERS IHWM /' " Electric Resistance EF .80-.81 .82'.83 .84-.85 .86-.87 .88-.90 .91-.93 .94-.96 .97 & Uo HWM 3879 3785 3695 3609 3527 ~ 3302 3200 Natural Gas EF .43-.47 I .48'.49 I ,50-.51 .52-,53 .54-,55 .56-.57 .58-.59 ,60-.61 .62..63 .64-.65 ,66 & UJL -- HWM 2974 I 2664 I 2558 2459 2368 2284 2205 2132 2063 1998 1l!.~ LP Gas HWM 363R I 3259 I 3129 M09 28Q7 2794 2697 2607 2523 2444 2370 1 FOR MULTIPLIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2,1 OF APPENDIX C, 2 MULTIPLIERS FOR OTHER TYPES OF RAISED WOOD ASSEMBLIES SEE SECTION 3,1 OF APPENDIX C, 3 DUCTS IN CONDITIONED SPACE NEED TO BE INSULATED ONLY TO THE R.VALUE NECESSARY TO PREVENT CONDENSATION, -3- ~ a. WINTER CALCULATIONS Ul Ul ~ CJ N NE E SE S SW W NW H' 't \" t;) ,15 COMPONENT DESCRIPTION EXTERIOR ~ ADJACENT 3: AREA .... .., = BASE WINTER POINTS .1- ",...,. S 6 ~, ~UMATE ~ONE 4 5 GLASS l' SINGLE-PANE T II~?UBLE-~~ J. WINTER .1 A5-BUI.LT WINTER POINT MUL T. OR WI TER POIN . X OVERHANG = GLASS AREA CLEAR TINf'! CLEAIr 1 TIN'V FACTOR (6A-10) WIN, PTS N '71 q 9.6 9.6 5.6 -6.1 /,0;- ILL;~ ., NE 7.4 7.3 3.5 4.2 E 7L, 0 - 2.2 - 2.0 .5.6 - 3.6 I ~X-- - xZ." SE -10.3 - 9.7 -13,4 .10.4 , S C?C"pJ .10,9 .10.2 -14.0 -11,0 c:;(~ - Y/f. t SW .10.3 - 9,7 .13.4 -10.4 W t;" ""\ - 2.2 - 2.0 - 5.6 - 3.6 . liD :7{ 1S:- I NW 7.4 7.3 3.5 4.2 H' -32.1 .28.0 -27.0 -21.5 ~ AS-BUILT GLASS SUBTOTAL COMPONENT DESCRIPTION 1.1 1.8 5.1 4.0 ~ ~-~1- II ~ ~ ,r '(;: Jy rn EXTERIOR g ADJACENT Cl ~J '7 j:~-.~ ~ CJ z :::::i jjj (.) UNDER A TIIC OR SINGLE ASSEMBLY 'C .6 tr' .6 B 7 BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. ~ ~ SLAB (PERIMETER J c;. 1.- -1.9 I '.- ~.:-., V H] 7 .. ,~ .h)C) a: RAISED (AREA) - ,2 I 0 0 I -' U- FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. INFILTRATION 4.1 TOTAL COMPONENT BASE WINTER POINTS T BASE HEATING TOTAL BASE HEATING SYSTEM x WINTER = SYSTEM MULTIPLIER POINTS 1.1 It ], -' <( I- o I- 2FOR GLASS WITH KNOWN SHADING COEFFICIENT, SEE SECTION 1.1 OF APPENDIX C. TINT MULTIPLIERS MAYBE USED FOR GLASS WITH SOLAR SCREENS, FILM, OR TINT. -4- WINTER POINT MULTIP IERS (WPM) CUMATE ZONES 4 5 6 6A-10 WINTER OVERHANG FACTORS (WOF) ,,", r OH RATIO ,00-.11 . 2-/17 \ .18-.26 I .27-.35 I .36-.46 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72T 1.73-2.73 r 2.74+ I SINGLE PANE GLASS N 1.00 .03 1.05 1.08 1.10 1.13 1.15 1.18 1.20 1.24 1.29 1.34 NE/NW 1.00 .07 1.10 1.15 1.20 1.25 1.30 1.35 1.39 1.50 1.59 1.67 I E/W 1.00 .71 .57 .19 -.20 -.65 -1.05 -1.48 -2.03 -3.01 -4.06 -5.04 ~I SE/SW 1.00 .~ .90 .80 .68 .54 .39 .22 .05 -.33 -.71 -1.01 ~a: S 1.00 ~5 .92 .83 .70 .54 .36 .13 -.13 -.70 -.98 -ffi9 frlo DOUBLE PANE GLASS gl N 1.00 .[)S 1.07 1.11 1.14 1.18 1.21 1.24 1.28 1.34 1.40 1.47 I NE/NW 1.00 .11 1.16 1.24 1.32 1.41 1.48 1.56 1.63 1.80 1.94 2.08 E/W 1.00 .88 I .82 .66 .50 .31 .15 -.03 -.26 -.66 -1.10 -1.50 SE/SW 1.00 \95/ .92 .85 .76 .65 .54 .41 .28 -.01 -.30 -.52 L S 1.00 .WI .94 .87 .78 .65 .51 .33 .13 -.30 -.51 -.60 OH LENGTH' 011. 111./ 1 '12 II. 2 II. 311. 3'1211. 4'1211. 5'/211. 6'1211. 9'1211. 1411. 2011.+ 'TO SElEC BY ~ERHANG lENGTH, NO PART OF GLASS SHAll BE MORE THAN 8 FT. BELOW THE OVERHANG. V 6A-11 WALL WINTER POINT MULTIPLIERS (WPM) FRAME CONCRETE BLOCK' FACE BRICK LOG INT. INSULATION I:XT. INSUL R-VALUE WOOD FR WOOD STEEL NORMAL WT. NOR. WT. 0-6.9 7.0 6 INCH R-VALUE EXT ADJ EXT ADJ R-VALUE EXT ADJ EXT 7-10.9 2.1 R-YALUE EXT 0-6.9 6.8 5.3 9.4 6.7 0-2.9 6.0 3.1 6.0 11-18.9 1.7 0-2.9 2.2 7-10.9 2.5 2.1 4.4 3.3 3-4.9 3.8 2.3 2.8 19-25.9 1.0 3-6.9 1.2 11-12.9 2.0 1.8 3.3 2.6 5-6.9 2.9 1.9 2.0 26 & UP .6 Ii 7 & Uo .9 13-18.9 1.8 1.6 3.0 2.4 7-10.9 2.3 1.5 1.5 R-VALUE BLOCK I SIN CH 19-25.9 1.1 1.0 2.6 2.2 11-18.9 15 1.1 .8 0-2.9 3.7 -R:VALUE EXT 26& UP .7 .7 1.4 1.2 19-25.9 .8 .7 3-6.9 2.6 0-2.9 1.2 26 & Uo .5 .5 7-9.9 1.8 3-6.9 .9 10R.lln 1 ::l 7 R. Iln 7 6A-12 DOOR WINTER POINT MULTIPLIERS DOOR TYPE EXTERIOR ADJACENT WOOD 7.6 5.9 INSULATED 5.1 4.0 WPM) 6A.13 CEILING WINTER POINT MULTIPLIERS (WPMl UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF R-VALUE WPM R-VALUE WPM CEILING TYPE 19-21.9 1.0 10-10.9 1.8 R-VALUE DROPPED EXPOSED 22-25.9 .9 11-12.9 1.6 10-13.9 1.2 1.3 26-29.9 .7 13-18.9 1.5 14-20.9 .7 .7 30-37.9 .6 19-25.9 1.1 21 &Uo .4 .3 38 & Un .4 26-29.9 .6 ::lO R. IJn 4 6A-14 FLOOR WINTER POINT MULTIPLIERS (WPM) SLAB-ON-GRADE RAISED RAISED WOO02 EDGE INSULATION CONCRETE POST OR PIER STEM WALL wI UNDER ADJACENT CONSTRUCTION FLOOR INSULATION R-VALUE WPM R-VALUE WPM R-VALUE WPM WPM WPM 0-2.9 ' . ( 2.5.:5 0-2.9 4.0 0-6.9 7.9 1.8 5.3 3-4.9 -1.7 3-4.9 1.8 7-10.9 2.1 .7 2.1 -- 5-6.9 -2.4 5-6.9 1.1 11-18.9 1.5 .5 1.8 7 R. lln -') 7 7 R.lln R 10 R. IIn 0 .3 1 n 6A-15 INFILTRATION WINTER POINT MUL TIPUERS (WPM) INFILTRATION PRACTICE WPM SEE TABLE 6A-21 PRACTICE #1 6.2 PRACTICE #2 4.1 6A.16 DUCT MULTIPLIERS OM SUPPLY DUCTS IN UNCONDITIONED SPACE RETURN DUCTS RETURN DUCTS IN UNCONDITIONED SPACE IN CONDITIONED SPACE 1.10 1.07 1.06 1.00 1.00 SUPPLY DUCTS IN CONDITIONED SPACE' 6A-17 HEATING SYSTEM MULTIPLIERS (HSM) SYSTEM TYPE HEATING SYSTEM MULTIPLIERS (HSMl Central Heat HSPF 6.40-6.79 6.80-6.89 6.90-7.39 7.40-7.89 7.90-8.39 8.40-8.89 8.9-9.39 9.4-9.~~ Pump Units HSM .53 .50 -- 1-----..49~._ __AL_ .~- 1---. .41 .38 _.~_13 _._~ HSef.__ ___ .. 9.90-10.39 1 0.49~ 10.89_ ~9Q-l L~~_ __ 11.40-11.89 11.90-12.39 12.40 & UP . ------- - -.----- HSM .34._ ,--AL__ I-___,~J .30 .29 .28 ----"~_._~_._-- PTHP __Q01' 2.50-2.69 2.70-2.89 2.90-3.09 3.10-3.29 3.30-3.49 3.50-3.69 3.70-3.89 _ 3.90-4.19 HSM .40 .37 .34 .32 .30 .29 .27 .26 -- Electric Strip 1.0 Gas & LP Gas 1.0 (See Table 6A-18 for Credit Multiplier) .. MINIMUMS: CENTRAL UNITS-AIR SOURCE SPLIT SYSTEM 6.8 HSPF, SINGLE PKG, 6.6 HSPF, WATER SOURCE 3,8 COP, GROUND WATER SOURCE 3,4 COP, PTHP SEE TABLES 6-6 TO 6-8, , FOA MULTIPLIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2.1 OF APPENDIX C. 2 MULTIPLIERS FOR OTHER TYPES OF RAISED WOOD ASSEMBLIES SEE SECTION 3.1 OF APPENDIX C. 3 DUCTS IN CONDITIONED SPACE NEED TO BE INSULATED ONLY TO THE R-VALUE NECESSARY TO PREVENT CONDENSATION. -5- "ADDITIONAL TABLES CLIMATE ZONES 4 5 6A-1S HEATING CREDIT' MULTIPLIERS (HCMl SYSTEMJYl'~__ .-----~CM-. f---------- -.-. HEATING CREDIT MULTIPLIERS (HCM) --",_. AlIic Radiant Barrier .98 ~zone HCM .95 AFUE .68-.72 .73-.77 .78-.82 .83-.87 .88-.92 .93&lJp Natural Gas HCM .61 .56 .53 .50 .47 .44 ~s HeM .n .72 .67 .63 .IlO ' "':57 6A-19 COOLING CREDIT MULTIPLIERS CCM) SYSTEM TYPE COOLING CREDIT MULTIPLIERS (CCMl ~fIl.ans .86' . QI'()~S_Vl!l!tna!i()!l__._____~_ .95' ---- 'Credit may be taken for only Whole House Fan .95' one of these system types concurrently. Multizone .95 Attic Radiant Barrier .95 Heat Recovery Unit .sVSIEM.IY.eE. Dedicated Heat Pump Solar A HWM MUST BE USED IN CONJUNCTION WITH All HWCM. SEE TABLE 6A-9. EF MEANS ENERGY FACTOR. 6A-21 INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST (SEE SECTION 606l COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECi PRACTICE #1 606.1 COMPLY WITH All INFilTRATION PRESCRIPTIVES. Windows Maximum of 0.34 CFM oer linear foot of ooerable sash crack /includes slidina alass doors\. Exterior & Adiacenl Doors Maximum of 0.5 CFM oer sa. ft. of door area: solid core wood panel, insulated or alass doors onlv. Exterior Joints & Cracks To be caulked aasketed weatherstriooed or otherwise sealed. PRACTICE #2 606.1 COMPLY WITH #1 AND THE FOllOWING: Exterior Walls and Floors Too elate penetrations sealed. Infiltration barrier installed. Sole plate/floor ioint caulked or sealed. Exterior Walls & Ceilinas Penetrations ioints and cracks on interior surface caulked sealed or aasketed. Ductwork Ductwork in unconditioned soace must be sealed. Fireolaces Eauiooed with outside combustion air. doors and flue damoers. Exhaust Fans Eauipped with damoers. Combustion devices see 606.1.A.2 PRACTICE #3 606.1 COMPLY WITH PRACTICES #1 AND #2 AND THE FOllOWING: Ceilinns Infiltration barrier installed. Interior Walls Too oenetrations sealed or ioints & cracks on interior walls caulked, sealed or aasketed. Recessed Liahts Sealed from conditioned & insulated from ventilated attic soaces. Ductwork All ductwork located in conditioned soace. Combustion Appliances Be in unconditioned space (except direct vent), draw air from unconditioned space, exhaust by-products to outside. Combustion cooking appliances see section 606.1.A.3 6A.22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded bv all residences.l COMPONENTS SECTION REQUIREMENTS CHEC Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff (aas) must be nrovided. External or built-in heat trao reauired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas soa & 0001 heaters must have a minimum thermal efficiency of 78%. Shower Heads 612.1 Water flow must be restricted to no more than 3 aallons per minute at 80 PSIG. Air Distribution System 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. HVAC Controls 607.1 Seoarate readilv accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 CeilinQs-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceilina & floors R-l1. .6. APPLICATION FOR PRRHIT CITY OF ZEPIIYRHTLLS Bm.I.DllUG DEPAR'DIJ!',]IIJT JOB ADDRF..5S ~ t.EGAL DESCRIPTION: LOT(S) JIg- BLOCK SUBDIVISION oARCEL LD.t /0- Z h - Z/- Olr:? 0-- 00000 - O)};) PRONlE---1Yi,.J) ;>or - ~ D<fO ~ ~W'NER'S 'lW'NER · S ADDRESS ','URK PROPOSED:_~ Construction _Addition _Alteration ~e-pair _Install _Sign _I!tove _De.olish PROPOSED USE: ~ Faaily _KIF _, of Units _M/H _~rcial _Indust. _Swi.. Pool Other _Rest:aurant &: Hea1t:h ))epa.rt:.en.t Approval 1UILDING SIZE: x Square Feet. Height ~ESIDENTIAL : --;QHKERCIAL : ATTACH (2) PLor PI..MilS &: (2) SElS OF BUILDING PLARS &: (1) SET ENERGY FORMS. U ATTACH (3) SETS OF BUII.DDiIG PLANS &: (1) SET mmRGY FORKS. ** ....COpy OF CONTRACT REQUJJIRED. .. PERKlTS REQUE.'iTED _BUILDING $ Valuation of Total Construction _ELECTRICAL AftP Service Florida Power Corp. ~R.E.C. _HECHMITCAI. $ Valuation of Kechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _~ _Steel Other '~INISlJEl) FLOOR ELEVATIO]IIJS: FI' . IS P.RO..JECT IX FLOOD ZONE: AREA? YES NO ...............................................................................** COln'RACIOR SECTION ~ CDltPAJIY.J,J. !lflJ~. !I'I ~ IV""" CvjJ. &, ((1 0 ~ State Cert:. or Regist:. f OtJZ08 .... 'I , -.' 'lj~ City License Registration , 'I ....................................................................* l\l1ILDY.R ';ignature <". ~1 OO!IP~ ~~ V~. ~- State Cert. or Regist. , City License Registrati.on f J--tJ C:, ........................................................*.... ........ PLUKBER ~.e.~ COIfPMY State Cert. or Regist,. f City License Registration t .........................................................***..............** "tF:,CRANICAL C CDltPAJIY X/I" 5' PL/ c;, r4' ,~ . ~ / /A J /? State Cert:. or Reg{st:. f 60 ~ ~ ' S1gnatur~, . C/v' .' ........-.- City License Registration t , ') I ..................................................*............................* . I {/~ // ( 0'I1tF.:~ /' Signatur~ 4CL c... Signature CO!tPAfi 71./1 ' State Cert. or Regist. f City Li.cense Registration ................................................................................... \PPLICATION APPROVED BY PERIIfIT OFFICER. '~A-j~ ~~7-1:l-/y ___..at CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS' The undersigned understands that this per.it .ay be subject to "deed restrictions" which may be ~ore restrictive th," City regulations. The undersigned assules responsibility for co~pliance with any applicable deed restrictions. B. UNL I CENSED CONTRACTORS AND CO"ITRACTqfLE:ESE:.m~~L[-J..I.1::..LI.Lsf'. 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 ~ay be cited for a .isdeleanor violation under state law. If the owner Dr intended contractor are uncertain as to what licensing requirelents lay apply for the intended worK, they are advised to contact the City of Zephyrhills Building Depart~ent, (813) 788-bb 11 . Further.ore, if the Dwner has hired a contractor or contractors, he is advised to have the 'contractor(sl sign porti[lns of the 'Contractor Sections" of this application for which they will be responsible. If you, as the owner sign 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 lay be an indication that he is not properly licensed and is not entitled to per.itting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY _COl':lNECT)O.t:!. FEE~. D. CONSTRUCTION LIEN LA~ (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 Departlent of Agriculture and Conslller 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 tel the "owner" prior to cOI.ence.ent. E. CONTRACTOR'S/OWNER'S AFFIDAVII I certify that all the infor.ation in this application is accurate and that all work will be done in compliance with all applicable laMS regulating construction, zoning, and land develop.ent. Application is hereby lade to obtain a per.it to do work and installation as indicated. I certify that no worr. Dr installation has cOllenced prior to issuance of a perlit and that all work will be perfor.ed to meet standards of all laws regulating construction, City codes, zoning regulations, and land develop.ent regulations in the jurisdiction. ! also certify that I understand that the regulations of other govern.ental agencies lay apply to the intended work, and that it is 'y r!rsponsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not li~ited to: J Departlent of Environ.ental ReQuIation - Cypress Bayheads, Wetland Areas and Environmentally Sensitiye Lands, Water/Wastewater Treat.ent f Southwest Florida Water ManaQement District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t ArlY Corps of EnQineers - Seawalls, Docks, Navigable Waterways f Department of Health ~ Rehabilitative Services, Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks j ~S Fnviron~ental PTDtEE~jon nq~n[v - A~h!5In~ ~h~.p~ent I als~ certify that, if fill laterial is to be used in Flood Zone 'A" or "A,etc.", it is understDod that a draInage plan addressing a "compensating yolule" Mill be sublitled which is prepared by a professional engineer registered in the State of Florida prior to per.it issuance. A perait issued shall be construed to be a license to proceed with the worr. 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 per~it issued shall beco~e invalid unless the worK authorized by such perlit is cOM.enced within six Donths of issuance, or if worr. authori~ed by the permit is suspended or abandoned for a period of six lonths after the tile the work is com~enced. One 90 day extension of time, may bE allowed for the perait with fee charge of fI5.00. 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 COMMENCE"ENT 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 COM"ENCE"ENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A 'NOTICE OF COMMENCEMENT". ~IO~ J110.~ SIGNA URE: OIlNER OR ENT SIGNATlIRE: cot'll TOR STATE OF FLORIDA (j.). l) COUNTY OF .. ('),:5(1 Theforegoin? ~;t;r~ment before me thIS!.. '-1 , was acknowledged , j 9!i.!J. by STATE OF FLORIDA ~ COUNTY DF / (l "5(10 __ The foreC)C1int] instr"ument. v.t2~ ,aCif4iledged befcll-e me th i s ,7/ I q . ~ 1 C;' by w, ~ ~P\ lLSY"'Cl (\1') who is personally known to me Dr who has produced as identification and who did/did not I take an oath. /)} . J 4YJ . (J2./j /)*" .s:L- ~ ' (Signature)./?, . I. L .r1/).. (;L]n~-rIF _ - Lllo IOJ (Name Typed, Printed Dr Stamped) J tJOTARY PUBLIC l 0 C\ W P_U-C'Y\ 0 " r"J who is personally known to me Dr who has pl-oduced as identification and who did/did not take an oath../J/ .. . U --:?"Y? ~ --'" Z ~ czL- L../LL' /~ (SignatLl1-e) /1, . I. L /' ~J -')r.Jr- _ - /}X.-~ ,c")r (Name Typed, Printed Dr Stampe~) U NOTARY PUBLIC .;;": 1tJ. t:7l. 'neumaJtJt eoJt4teuctioJt, 9Jtc. P.O. BOX 596 - ZEPHYRHILLS, FLORIDA 34283-0596 - (813) 782-9080 Zu '- .,J, . _J ..... - I\).}- Jll , ,'j 't , ... " \.}\ ':,:' ""v \, b 3' ) .' " -' .' I . ...., ) )j f~ ~/4J v~ l- t" & (, J e... T... r~,;,.J ;... · (3 (; , ) r~) ....'/.'! 3' - )... "" ......,) ( . "I fi) 'J l,,/6 u, ." J '-..-'. ,fJr),L ( ~ / Y. O. -# " "., "'. ~ . i,..../ _."" ~ ..... ~,. . t!. t;;- . __"~i '"\., "'" . ~ I _I I /' '. ..~ 1"'--' _.wI..._ --""1 '"" 'r....,J .. 'i ~ ....... ' , .... ~ \,) v ....' "---'" ......... iO;........J.. "',. " .......,.: 'w. ...... ........ .......( .~...~ .0 Wedgewood 2107 WIND LOAD ANALYSIS for: W. A. Neumann Construction by: Catalano Engineering, Ine, 7/5/94 Page 1 I.) Location: Pasco County, FL. II.) Design wind velocity: 100 (mph) III.) Construction: I-story Hip Roof Fiberglass shingles 1/2" CDX plywood roof sheathing Wood trusses Wood frame const. Slab on Grade, (4") Stem wall footing IV.) Geometry Height of ridge (ft.): 16.0 Mean roof Height = 12.0 ft Height of eave (ft.): 8.0 Building Length (ft): 58.0 Building Width (ft.): 38.0 Roof pitch ("per ft. hz.): 5.0 Roof overhang (ft): 1.5 Longitudinal exposure = 952.0 sf Transverse exposure = 472.0 sf Plan area under roof = 2107 sf Rectangular Page 2 Wedgewood 2107 V.) Horizontal pressure: Use Factor ( I ) = 1.0 Velocity Pressure (Pv) : Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : P = Pv(GCp)(I) Wedgewood 2107 Height(ft) 'Pv{psf) 0-15 21.0 20 23.0 40 28.0 60 31.0 Zone Transverse Parallel Location 1 0.80 N/A Sidewall 2 -0.75 -1.00 Roof 3 -0.75 -0.65 Roof 4 -0.70 N/A Sidewall 5 N/A 0.65 Endwall 6 N/A -0.55 Endwall > .... Height (ft) <.. Pressure (pst) . 0-15 31.5 15-20 34.5 20-40 42.0 40-60 46.5 Height (ft) Pressure (pst) 0-15 25.2 15-20 27.6 20-40 33.6 40-60 37.2 Therefore ; "Transverse pressure governs horizontal design" Page 3 VI.) Uplift pressure (U): Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : U=Pv(GCp )(I) Wedgewood 2107 . It::II26ne::rmII HTfatlSierse.:m tr':Paiallelt:t !:':#mmUgn:!,!::: ................................ :.:.;.:.;-:.:.:.;.:.:.:.:.:.:.:.".:.:.:-:.:.:.:.:.:.:.:.:.:.:.:. ................................ ................................ ................................ ............. .. ...... .... ....-.. .................. ............................... 1 O. 80 N/A Sidewall 2 -0. 75 - 1 00 Roof 3 -0 75 -0. 65 Roof 4 -0. 70 N/A Sidewall 5 N/A O. 65 Endwall 6 N/A -0. 5 5 Endwall Height( ft) .. Pressure. (pst) 0-15 -15.8 15-20 -17.3 20-40 -21.0 40-60 -23.3 Pressure ( s -21.0 -23.0 -28.0 -31.0 Therefore ; "Longitudinal pressure governs uplift design" Page 4 VII.) Net Uplift Wedgewood 2107 Roof Deadloads: (SBC Appendix A) . Element Description ., Weight (pst) Covering Fiberglass Shingles 2.0 Sheathing 1/2" CDX 1.6 Framing Wood Trusses @ 24" o.C. 6.0 Ceiling 1/2" Gypsum 2.2 Total Roof Load = 11.8 psf Height eft) Uplift Pressure(psf) Roof Load (pst) Net Uplift (pst) < 0-15 -21.0 11.8 -9.2 15-20 -23.0 11.8 -11.2 20-40 -28.0 11.8 -16.2 40-60 -31.0 11.8 -19.2 VIII.) Hold-down at truss connection: Maximum truss length = 41.0 ft (Assumes building width -+- 2 x overhang) Truss spacing (ft) = 2 ft Height (ft) Contrib. area (st) Net Uplift (pst) uUplift per br~. (Ibs) 0-15 82.0 -9.2 -377.2 15-20 82.0 -11.2 -459.2 20-40 82.0 -16.2 -664.2 40-60 82.0 -19.2 -787.2 ** Specify hold-down accordingly, FS 'built in' to Mfr's tables. Page 5 IX.) Overall Moment Stability (Overturning): Wedgewood 2107 . Resisting Moment: Dead loads above slab: Roof area: Dead Weight: Total Weight = Exterior Walls: Wall height: Unit weight: Total Weight = Interior Walls: Wall height: Unit weight: T otal Weight = Total Resisting Dead Load (W) : Dead Load Moment Arm ( I ) : Resisting Moment (RM) = Overturning Moment: U rtt W(1) 2107.0 sf 11.8 psf 24862.6 lbs (Neglect overhang; conservative) 24862.6 192.0 If 8.0 ft 11.0 psf( SBC Appendix A) 16896.0 lbs 16896.0 143.0 If 8.0 ft 8.0 psf( SBC Appendix A) 9152.0 lbs 9152.0 50910.6 lbs Total Resisting Dead Load = 50910.6 lbs 19 ft, Width / 2 967.3 ft-kips U(1) + P(h) Jpn " ..". . '," .,.'... Height: 0-15.,..,,' 15-20 .' 20-40 40-60 Roofarea: 2107.0 0.0 0.0 0.0 Gross Uplift : -21.0 -23.0 -28.0 -31.0 Total Uplift (U) = -44247.0 0.0 0.0 0.0 Moment Arm (1) : 19.0 19.0 19.0 19.0 Uplift Moment = -840.7 0.0 0.0 0.0 Horizontal Pressure: sf psf lbs ft ft-kips , Height: 0-15 15-20 20-40 40-60 Pressure: 31.5 34.5 42.0 46.5 Contrib. Height: 15.0 1.0 -4.0 -24.0 Total hz. Pressure = 472.5 34.5 0.0 0.0 Moment Arm (1) : 7.5 15.5 18.0 28.0 Unit Pres. Moment= 3.5 0.5 0.0 0.0 Hz. Pres. Moment = 205.5 31.0 0.0 0.0 sf If lbs/lf ft ft - ki ft Page 6 Wedgewood 21 '07 '.,.. Height: 0-15 .i ..' ..'. 15-20 20-40 40-60 Total Resisting Moment: 967.3 967.3 967.3 967.3 967.3 x 2/3 = 644.9 644.9 644.9 644.9 644.9 Uplift Moment : -840.7 0.0 0.0 0.0 -840.7 Hz. Pres. Moment: -205.5 -31.0 0.0 0.0 -236.6 Overturning MInt. = -1046.2 -31.0 0.0 0.0 -1077.2 Note: If OM < 2/3 RM, hold-downs are not required. Required tie-down force (T): ( Factor of Safety 'built in' to Mfr's tables.) Therefore: T x b + RM > or = OM. where, b= building width. T = (OM-RM) 1 b = I 2893 Ilbs ** Specify tie-down accordingly, FS 'built in' to Mfr's tables. x.) Girder Uplift: 1.) Two (2) Point Bearing, Symmetric. N/A Girder Contrib. area (sf) ',.. Height (ft) NetUplift (pst) , Uplift perbrg, Hip-1 266.0 12.0 -9.2 -1223.6 12.0 -9.2 0.0 12.0 -9.2 0.0 Girder Mark 2.) Other configurations ie. three (3) point brg. Contrib. Height (ft) area (sf) (Mn.roof) 12.0 12.0 N/A # Brg. Points Max.. · Uplift Reaction (Ibs) Page 7 XI.) Shear: 15-20 34.5 20-40 0.0 Unit Shear at roof diaphragm: v=R/b Unit Shear ( v ) =1 Wedgewood 2107 40-60 0.0 Total 381.0 pvlf 0.0 11049.0 lbs Total shear transferred to sidewall = 11049.0 lbs 264.41 26.31 0.01 0.01 Unit Shear at Midheight walls (v'): (Design case) Total width of openings at mid-height wall: Length of wall available to resist shear = 20 18 ft ft 290.Slplf Unit Shear @ Midheight (v') = Select structural element to resist v' from SBC tables ie. 1710. 2B Shear capacity of structural element: 640 plf (15/32" R.S. wi 8d nails at 2"-edges) Required length of transverse shearwall = I 17.3 1ft Longitudinal shear: Height: Pressure: Contributing Height: Unit Hz. Pressure = Reaction (R) = Unit shear (v=R/l) = Tot. 0 n s. mid ht Unit Shear ( v') = 0-15 25.2 11.0 277.2 5266.8 90.8 15.0 122.5 5-20 27.6 1.0 27.6 524.4 9.0 15.0 12.2 20-40 33.6 -4.0 0.0 0.0 0.0 15.0 0.0 40-60 37.2 -24.0 0.0 0.0 0.0 15.0 0.0 Total 5791.2 lbs 99.8 15.0 ft 13. Required length of longitudinal shearwall =1 9.(~ft Page 8 x.) Shear (Cont.): Wedgewood 2107 Roof Diaphragm: Maximum shear at roof I wall interface = 290.8 plf Capacity of non-blocked sheathing ( SBC Table 1710.2A) = 240.0 plf Capacity of blocked sheathing (diaphragm) = 360.0 plf (15/32" R.S. wi 8d nails at 4" bndry, 6" edges) Half Building length = 29.0 ft Slope of the shear diagram = 10.0 plf/ft Diaphragm length required to resist shear = 5.1 ft ( Round value up to nearest truss multiple of truss spacing) Analysis of shear at roof7wall interface: Location along Distance Shear at building length from endwall (ft) interface (pIt) Endwall 0.0 290.8 0.1 * Length 5.8 232.6 0.2 * Length 11.6 174.5 0.3 * Length 17.4 116.3 0.4 * Length 23.2 58.2 Mid-span 29.0 0.0 0.6 * Length 34.8 -58.2 0.7 * Length 40.6 -116.3 0.8 * Length 46.4 -174.5 0.9 * Length 52.2 -232.6 Endwall 58.0 -290.8 Page 9 XI.) Summary: Wedgewood 2107 Describe the following: 1.) Truss fasteners. Uplift er Truss = -459.2 lbs Simpson HI wi 10-8d nails (490 lbs. cap each.) 2.) Girder Fasteners. Max uplift reaction= -1223.6 lbs. 2-Simpson H7 w/14-8d nails ea. end (1860 lbs. cap. total, each end) 3.) IN/A 4.) Hold-Downs at 2nd Floor. Hold-Downs at foundation. Tie-down force req'd = 2893.3 lbs. Simpson LTT20 wi 1/2" AB & 10-16d nails @ shearwall ends & Openings (1750 lbs ea.) 5.) Shearwall element. Wood Frame: Maximum shear at mid-height := 613.8 plf Panel Grade Thickness Nail size Edge Spacing Rated Sheathing 15/32" 8d 2" Masonry: N/A Type CMU Wall thickness Rake Joints? Filled Cell Spacing 6.) Roof sheathing. Maximum shear = 290.8 plf Diaphragm: (Pattern Case 1) Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length Rated Sheathing 15/32" 8d 6" 4" 5.1 (Blocked) Elsewhere: Panel Grade Thickness Nail size Rated Sheathing 15/32" 8d Edge Spacing 6" Intermediate Spacing 12" Page 10 09/07/1994 22:55 813:::774004 CATALAt..jQ EHG. It'lC. " PtiGE . 02 Catalano Engineering, Inc. IVIL . TRANSPORTATION · STRUCTURAL September 7, 1994 94-135,03 Mr. Roy Burnside Building Official 5335 Eighth Street ZephyrhiUs, Florida 33540 RE: W. A. Neumann Construction Wedgewood Model 1107 Dear Mr. Burnside, W, A. Neumann Construction, Ine wishes to utilize a fiber reinforced concrete for the subject slab in lieu of the welded wire fabric which is currently specified in the construction documents, The fiber used will be glass or plastic (nylon, polypropylene, polyethylene, polyester or rayon) having a specific gravity in the range of 0.09 to 2,50 and a fiber diameter of 0.0002 to 0,0150 inches. This practice is common to all types of construction including residential homes and I have no reseIvations in specifying its use. I hope this information is adequate to document the revision within your files and to allow you to continue with the inspection process. A phone call to either myself or my client at (813) 782-9080 to verify receipt of this letter and approval to proceed would be most appreciated, Thank you for your assistance in this matter. Sincerely, call1lnul'IDc. Ja s Catalano, P.E. sident 1 t;/i'o ~o cc: W A. Neumann 812 S. Lakeview Road · Tampa. Florida 33609. Phone/FAX (813) 877-4004 U~;_b/l~~4 09:55 :::1 :::::::: 774004 C:A T ALAHCI Et-H3. I r~C: . PAGE 01 C E I Catalano Engineering, Inc. CIVIL. TRANSPORTATION. STRUCTURAL September 23, 1994 94-13503 Mr. Roy Burnside Building Official 5335 Eighth Street Zephyrhills, Florida 33540 RE: \\1, A. Neumann Construction Wedgewood Model 2107 Lot 112, Rogers Residence Dear Me Burnside, My client, W. A Neumann Construction wishes to revise the subject certified construction drawings by moving two (2) 25SH windows from the rear elevation to t.he right side elevation within the master bedroom as well as remove one 23 SH window from the right side elevation within the garage. I have reviewed the impacts of these revisions to the structure and find them to be well within the limits of the original design and in conformance \vith the pro\'isions of the Standard Building Code. Chapter 1205. Thank you for your assistance in this matter CC: W A Neumann J s Catalano, P.E r sident 812 S Lakeview Roaj . Tampa, FIQrida 33609. Phone/FAX (813) 8:"'7'-4004 , . ..., .. . C E I Catalano Engineering, Inc. CIVIL. TRANSPORTATION. STRUCTURAL September 23, 1994 94-13 5.03 Mr. Roy Burnside Building Official 5335 Eighth Street Zephyrhills, Florida 33540 RE: W. A. Neumann Construction Wedgewood Model 2107 Lot 112, Rogers Residence Dear Mr. Burnside, My client, W. A. Neumann Construction wishes to revise the subject certified construction drawings by moving two (2) 25SH windows from the rear elevation to the right side elevation within the master bedroom as well as remove one 23 SH window from the right side elevation within the garage. I have reviewed the impacts of these revisions to the structure and find them to be well within the limits of the original design and in conformance with the provisions of the Standard Building Code, Chapter 1205. Thank you for your assistance in this matter. CC: W. A. Neumann J s Catalano, P.E. r sident 812 S. Lakeview Road · Tampa, Florida 33609. Phone/FAX (813) 877-4004 -'- - ,-- - - -- - -.- --.-.- -~,-- - _.- - --- - --,- -,- - - - --I "' ( E N 1 R P L PER M I T TIN G P?i:;:;CO COU!\ITi' 7 FLOH I Dl.lt DATE: C}c:/O~';94 F'AC;E: 1 OF 1 CONTf~r-i'.~TCJF: t.J:: NAME: W A NEUM~N CONST. ADDR: 37443 MAYBERRY cr. e /:::;T: \-JEUCLWOC'l) I ::;:;:;';UE OFF ICE: D RECEIP1' NUMBR: 00219826 OFFICE: DADE CITY :::-OP~ CHECK ** 4'~"::iO f~CCNT ". 1 q. TOTAL {;1"10UN 1: COMPNY ACCOUNl CENfER 8450 - 363000 - 2 ~~~~(). ~~::; (:iMOUNT DE::.CF:IF'TICIN/f"EHt"H' Df:'TA DR/Cf~ 20. -:2::;: -Rll-*JcHH,. :::;OLID l,-1{;::;;TE FEE i::.:) /t~ t ' -~, i:;;:LCEI\)['D B'/ , ,. /... . I . ,/ -r:--./ .'-, ' I "" " /, / / I r. / . r:.l (/! .I l (I ~. /c I / (' / _._- _.____0 _....___~ -,--...--ti->- -J____ ___.._ _______--t_~_ , ,,/ .1',; / _.j,' 7- ( i ./ _/ ~.r: >~,. -/~.~,~;.$,"}'..,~~.....~~,;,'.\._<"\;.{~".~;.,;. 'Y.fj' ;:~~ q.. ;'.1"~ -;..:f '-"- ....,..-.. '.~~'''~)-r;, ""'..~ -"n~ tio r.-,,.-tiii,.7-\'-~'f;"'~:'_f-~ll'i;~'~>';i,~ :-'~~t,,~ '"' ~ ,....-....--. ',- $;"'--"-'i.._~-i'''''.y....::,,,,,,,,,.~,___\;- ,,:'~~.~~""~~ -":~~ PASCO COUNTY, FLORIDA Permit No. / . ! f f / Date Permitted " /r .' // Builder Name/Owner Name !. .. ....."' County Parcel No. i ( ,/ /' ~, .j Location ".1 .I .. '-.~ i Subd. 'c. .., Classification/Type of Use . -~>-'{ TRANSPORTATION IMPACT FEE CALCULATION EXEMPT D Rate $ Zone No. Sq. Ft./Unit Prepared By Impact Fee Amount $ The above impact fee has been ~_~.tablislied pursuant to the Pasco County Transportation Impact Ordinance as adopted by the Board of County Comrriissioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy or authority to utiHzethe permitted structure. RESOURCE RECOVERY ASSESSMENT EXEMPT D RESIDENTIAL NONRESIDENTIAL No. Units Gross Sq. Ft. (GSF) Rate/ERU - 50.00 x 0.96*/Year or $0. 1315/Day ERU Assign No. Assessment - (No. Units) x ($0.1315) x (No. Days) Assessment - (GSF) x (ERU) X (0.1315) x (No. Days) 100 TOTAL FEE $ TOTAL FEE $ *Discounted for Prepayment The above assessment has been established pursuant to the Pasco County Ordinance No. 89-07 and Resolution No. 89-197, as commended. THE ASSESSMENT WILL BE CALCULATED AT THE TIME OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE ISSUED UNTIL THE AMOUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY, Acknowledgement below does not imply acceptance of concurrence, but simply receipt of a copy of this form, placing the building permit owner on notice of this assessment and the conditions of payment for same. Date Received By ---------------------------------------------------------------------------------------------------------------------------------------------------- OFFICE USE ONLY TRANSPORTATION REC. NO. RESOURCE RECOVERY REC. NO. DATE DATE BY BY White Applicant Canary Trans/Finance Canary RR/Finance Pink Office Green Bldgllnsp feecal:ce ------_._~~-~-_.~---------_..~_.~_. . --~----~~-~-_._--~-~-~~-.~~.~----~._~~-------_._---~_..._-.--~-------_..._---- "-_0.' CL.I::_Y.f\IIVI'I'vc.n I Irlv,", I t: [~pl'esM"yjl.'i99J FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ION: Use of this certitlcote does not provldo 0 waiver of the Hood Insurance purchase requiroment. This lorm Is used only to clevatlon Intnrm"tlon nocon::Iry to oncuro eompllanc& wllh appllcnbl~ I.vlllrnunlty nOOClplaln managom9nl ordlnoncns. to line the proper Insurance premium rate, nnd/or to support a requosllor a Lottor 01 Map Amendment or Revision (LO~A or lOMn). Instructions for complellng this form can be found on the following pagea. .' ~^TE FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 'rovido the following Irom the proper FIRM (Soo Instructions): SECTION A PROPERTY INFORMATION Fon INSUI'\ANCe COMPANy USE POlICV NUMB En , ROUTE AND BOX NUMBER COMPANY NAIC NU~8ER E 1. COMMUNITY NUMBER 2. PANEL NUMBER ~. SUI'I'IX .t. OATE OF Flru.. INDEX 5. FlnM ZONE / Z. (!!) Z. .;;- ~5 ~ /2-(7-9/ IiF C. BASE FLOOD ELEVATION (In AO Zon... UN ~hl I~, , Indicate the olevalion datum system used on the FIRM lor Balla Flood Elevations (BFE): NGVO '29 OOther (deSGflbe on back) I. For Zones A or V, where no 8FE Is provlde9 on the FIRM, and the community has established a BFE for thIs building slto, Indicate tho community's BFE: U I 8.-s1, f:=J leet NGVD (or other FIRM datum-soo Section B. Item 7), SeCTION C BUILDING ELEVATION INFORMATION . Using tho Elevation Certificato Instructions, Indicate the diagram number Irom tho diagrams found on Pages 5 and 6 that bosl describes the subject buildIng's reference level L . (a). FIRM Zones A 1.A30. AE, AH, and A (with BFE). Tho top of Iho referenco level floor from the selected diagram Is at an elevallon of L ,I I f6r1J.1.QJ teet NOVD (or other FIRM datum-soo Section 8, Item 7). (b). FIRM Zones V1-V30. VE, and V (with BFE). Tho bottom of the lowest horizontal structural member of the referanca level from the selected diagram, 18 at an elevallon of I I I I I I.U feet NGVo (or other FIRM dotum-see Soctlon B. itom 7). (c). FIRM Zone A (without BFE). The floor used 'as the reference level from the selocted diagram is W. U feel above 0 or oolow 0 (check one) the highest Qradeadjaconl 10 the bylldlng. (d). FIRM Zone AO. Tho 1I00r usod as tho roference level from the selected diagram /s LlJ. U f99t abovo 0 or below 0 (ct18ck one) the hlghost grade adjacent to the building. II no 1I00d dopth numbor Is avallablo. Is the building's lowest floor (relorence leVel) elevated In accordance with the community's t100dplain management ordinance? 0 Yes 0 No 0 Unknown . Indicate the olevatlon datum system used In determining the above reference level elevations: ~NGVD '29 0 Other (describe under Comments on Page 2). (NOTE: If the elevstion datum used In measurIng tho elevstions Is dlfferont than that used on the FIRM {seB Sect/on 8. Item 7}. thM convert tho elevations fO the datum system used on the FIRM and show the COnversion equation undor Commonts on PR09 2.) . ElnvAtlon rel9renct mlll1c 1I8od appears OM r-IRM; 0 Yl:U ,2?J No (SnA InStructloni On PQgQ -1) The rolerenco 19vel elovatlon Is based on: ~ actual construction 0 construcllon drawings (NOTE: Use 0/ construction drawinOs Is only vnlld if tho building dO(J$ not yo/ h8~ tho rof8ffJnCfJ lov91 floor In p11lC8. In whIch caSf1 thIs certif/cat9 will only be vslld for the building during the COUrs9 of construction. A post-construction EIf1vsfion Ctlrtl/lCSfB will be requIred onC6 construcllon Is complote.) . The elovatlon of the lowoel grade Immediately adjacenlto the building is: l I I mllOl. \QJ loot NGVD (or other FIRM datum-ga9 Section B, lIem 7). , ,. SECTION 0 COMMUNITY INFORMATION " tho communlly official rosponslble for vorlfylng building elevallons Speclno9 that tho referenco lovellndlcat&d In Section C, lIem 1 is not the "'owosl tloor" 1111 dellned In Ihe community's ~loodpJaln mantllgemonl ordinance, the elovatlon of the building's "Iowellt 1I00r" 88 detlnod by the ordinanco Is: I I I I J I.U loel NGVO (or othor FIRM dalum-no Sectlo~ 8, 1t9m 7). .' Dote ot the start 01 construction or lSubstontlal Improvement EM" form 81-11) MAY 90 REPLACES All PREVIOUS EDITIONS SEe nevERSE SlOE FOR CONTINUATION .. -.. -................................................................................................................................................................................................................................... -,.............................................. ........ -... SECTION f! C!ATIFICATlON / " ~~ A<t; ba ~,' ~ ~ .,. ~O~~ ,0 / This certification Is to be signed by a land survoyor, engineer, or architect who Is authorized by state or local law to oortlfy olovatlon information when tho elevation Information for Zones A1-A30. AE. AH. A (with BFE),V1-V30.VE, and V (with BFE) Is required. Community officials who are aulhorlzed by local law or ordinance to provide f100dpla.ln management Information, may also sign tho certification. In tho case of Zones AO and A (without a FEMA or community Issued BFE), a building offlclal.a proparty owner. or an owner's representative may also sign the certification. Referenco lovel diagrams 6, 7 and 8 . DistinguiShing Features-If the certlflor Is unablo \0 cortlfy to brenkBway/non-breakawBy w:lll, enclosure sIze. locatlon of sorvlclng oqulpmont, area use, wall openings, or unllnl8hed area Feature(s), then lIet the Feature(8) not includod In the certification under Comments below. Tho diagram number, Soctlon C, Item 1, must stili be entered,' I c9rtlfy thallhe Informal/on In Soctlon C on this cMlficste represents my best efforts to int8rpret 1118 dais available. I understand that any false slsl8mBnl may bo punishable by fino or Imprisonment under t8 U.S. Code, Secrlon tOO f. I... SIl\.<IY.C>'--"S LICENse NUMBER (or Alflx SuI) 'R- Pu:.. :U:- 2. 7 L.j L",--O'"'\.cA COMPANY NAME . c.: S l....~ v <: 'J . ,- em -) I ."~""'"' ,- ,-, ~ lJad.,Q.. L c_ '1/ Lr~,El- <.... ~... ,._Lt ),,'-.. , 1 STATE ZIP -3 -:' ') ~~.:.::/.?"':)-' r: 1) community oHlclof, 2) fn.ur,n~ .genVcompany, aryd :1) building ownor. " ^ V ZONES ZONES , "ON PlL!I, l'I!mJ, 01\ COlIJMH8 A ZONES ON wml 8UI aMlMvrr ~. ',' '--t .~.." \...''" "i~"'!''';'''' ,"',(1'\ ~'.\:iIJ I .:. ,-.~l\.:.r:)) ;,1'''.'1:'),'' \,""". ":"tl'J'f"A"""I"'" :.:},\' t1f;::~;'.Y;\?:iJ/;?~j; , -. Th~ diagrams above illustrate the points at which the elevations should be measured in A Zonos and V Zones. Elevations for all A Zones should be measured at the lOp 01 tho reference level floor. Elevallons lor all V Zones should be moasured 'atthe bottom otthe lowest horizontal Gtructural member. P&Q1I2 - - - - - - .. .. - - .. - - .. .. - .. .. .. .. .. .. - .. - .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. - .. .. .. .. .. .. .. .. .. .. .. ... .. ... .. - .. .. .. ... ... ... .. - - - - -, - - ... ... - - - - .. .. .. ... ... - - .. .. - - - . - - - - - - - - - -