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HomeMy WebLinkAbout00-9447 BUILDING PERMIT ~ CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09447 SD ~ ELE~-- PLlIMR1NG ::::::s:~., ~L~/~~~1;, G1 ' Parcel I,D. # O~ --~to - ~/- {.J/aZJ -ODD(")O - /-290 Zoning: ~nergy Code: Radon Gas: ------;j DescriDtionofWork '-- {/ /f1J)-Ijj/~ t7'~~i.)-1~Z:/ tyJ~,,5 ~( -6Y.' -1 t1~..2RAL- ~r.u Date 5- 5- V U MECIIAr41CAL -Sewer Conn Water Conn: Water Meter: T,I.F.'s: vcuA) NO OCCUPANCY BEFORE CoOo Complete Plans, Specifications and Fee Must Accompany Application. CoO. All work shall be performed in accordance with City Codes and Ordinances. FINAL 6- J -- (!)(!) DATE DATE Valuation or j - Contract PriceC::4J ~ T /f /J () . City License Registration # 1~4f tate Certified License# - ;i;Z. C~Y-'.' Address 0IePhone#~ ~~/ 'J-7'7 r Inspector 0- is c G ELECTRICAL../ .' ~ PLUMBING----- ' ---- MECHAI\/IC '\L Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Ftr. Pre SLB Lintel FRM. Insul. CL WL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/1 00 Dollars ($ 25.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. l+f\lIJ~i V\'L~~. Cot S l SlL\! IV\- crn-t,,~ Pit. ( :-,---,._----..., .' '?;) , ' . ~~.....;, Iu-. "~~I~ 1 /':V,. ~b~ ~.. ~~u , SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER , BUILDING: ~O" -:;.0 ELECTRICAL: NIl+- " PLUMBING: MECHANICAL: RADON: CREDIT: ~ SEWER: ,J/~ WATER: ) TOTAL: ); I T.1.F'sl lJrr I ~l4L ~,,,,.,, APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT DATE RECEIVED PLANS REVIEW FEE JOB ADDRESS 7if6~/t7 0/.1-/ ~~ ..r/4~ ~ PHONE 7/J ?/~ OWNER'S NAME ,o&JJ, LEGAL DESCRIPTION: LOT(S) I~~ BLOCK PARCEL ID # oj -.J-b -,)../-0/;.0 "CU10 /2-,?0 SUBDIVISION S,.-~~ C>~-- {OBTAIN FROM PROPERTY TAX NOTICEI WORK PROPSED: ONEW CONSTRUCTION o ADDITION OALTERATION IYREPAIR o INSTALL Os I GN o MOVE o DEMOLISH PROPOSED USE: OSGL FAMILY DWELLING o COMMERCIAL OMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBI LE HOME o OTHER DESCRIPTION OF WORK D RESTAURANT {,( HEALTH DEPARTMENT APPROVAL ~f'7W/ ~h?/hlS/"* ~ , SQUARE FOOTAGE o~ 4-'-~>b..)~ ~' BUILDING SIZE HEIGHT RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ~ PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. o BUILDING $ ~oo PERMITS REQUESTED VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL o GAS o ROOFING $ ~SPECIALTY VALUATION OF MECHANCIAL INSTALLATION o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL )5? OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES ~NO BUILDER~ --'--'--- COMPANY ~AfJi'V~~ :1 _- ,) --'- STATE CERT OR REGIST # /t)C OO~~/ SIGNAT ~ CITY PROCESSING # /6'?Y()f( ___ *****************************************************************~ ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE MECHANICAL **********~******************************************************* COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ***************************************************************** 11 "" padwe=\s %0 pa=\U1:rd 'padhl aUleN padUlelS :ro palU1:rd 'padh=\ aUleN =\uaUJ6paTMOU~:Je 6UT~e=l uos.'Iad ]0 a.'InltmfiTS =luaUlafipaTMou~:JE fiUT~El Uos.'Iad JO a.'In=lEuolS q~eo U9 a)[9=l ~OU PTJD P1PO 04M pUl? 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Ipl .,.-- ;fvUl. v .; pt tUrf 1 oA M~ p1~ ~1 -fz: / :. {;Vl "'71/;0 jJP" fijJ ) y" i4 ,~~ fY--' ft1.r'f I" t M~pJl~ srv~ ~I I ALUMINUM EXTRUSIONS ID CHART I IIMARK I DESCRIPTION I WT 1FT I AREA I WALL t I FLGE t I ALLOY II STRUCTURAL ITEMS DESCRIBED (A) 1 x2 OPEN BACK 0,276 0,230 0.044 0,044 6063- T5 B 1 x3 OPEN BACK 0,384 0.320 0.050 0.050 6063- T5 C 3x2 PATIO BEAM 0,681 0,579 0.050 0.050 6063- T5 D 2x2 P A no BEAM 0,518 0.441 0.044 0.044 6063- T5 E 2x2 SNAP BEAM 0,542 0.461 0,041 0.041 6063- T5 F 2x3 PATIO BEAM 0,681 0,579 0,050 0,050 6063- T5 G 2x3 SNAP BEAM 0.680 0.578 0,045 0.045 6063- T5 HI 2x4 PATIO BEAM 0,799 0.679 0.050 0,050 6063- T5 0.786 0,668 0,045 0.045 6063- T5 . I 2x4 SNAP BEAM J 2x4 5MB 1.008 0.857 0.044 0.1 '?>5 6063- T6 IK I 2x6 5MB 1,342 1.141 0,054 0.n5 6063- T6 . L 2x 7 5MB 1.515 1.288 0.057 0.135 6063- T6 M 2x8 5MB 2,147 1. 826 0,072 0,224 6063- T6 N 2x9 5MB 2.317 1.970 0.072 0.224 6063- T6 0 3x2 POST BEAM 0,800 0.680 0,070 0.070 6063- T5 P 3x3 SCALLOPED TUBE 0.596 0,507 ,045- ,078 ,045-,078 6063- T6 Q 3x3-0,093 TUBE 1. 256 1. 068 0.093 0.093 6063- T6 R 3x3-0.125 TUBE 1,691 1.438 0,125 0,125 6063- T6 S 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063-T6 ANGLES DESCRIBED (AA) 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063- T6 AB 2x2x,093 ANGLE 0.427 0.363 0,093 0,093 6063- T6 AC 1 xl x.062 ANGLE 0.141 0.120 0,062 0.062 6063- T6 AD 1 x2x. 062 ANGLE 0.214 0.182 0,062 0,062 6063- T6 AEJ 1 x3x, 11 0 ANGLE 0.323 0.275 0,070 0,070 6063- T6 RECEIVING CHANNELS DESCRIBED (CA) 1.5x2.125x,062 0.362 0.308 0.062 0.062 6063- T6 CB 1.5x3.125x.062 0.438 0.372 0.062 0,062 6063- T6 (CC) 1. 75x3, 23x, 11 0 0,834 0.710 0,110 0.110 6063- T6 SUPER GUTTERS DESCRIBED _( GA) 4"x4" EXTRUDED 1. 270 1. 080 0,070 0,070 6063-T6 (GB) 4 x5 EXTRUDED 1.358 1,155 0,075 0,075 6063- T6 - AEID / ,I 1/ ~ ALUMINUM STRUCTURES MASTER PLAN 17 / ENC>>O.JI'D, 1<<:. @ COPYRIGHT AL. INC. 1994 / -------,........ ,,"""'...," EDGE BEAM SPAN TABLE WIND 110 MPH . DEFLECTION V60 SOUD ROOF. OPEN OR SCREEN WALLS BEAM ROOF SPAN USED 6' 6' 10' 12' 16' 20' 24' 0' O/H 7,33 6,50 5,113 5,33 4,67 4.17 3,113 (0) l' O/H 6,33 5,113 5,33 5,00 4,33 4.00 3.67 2x2 2' OIH 5.17 5.00 4,67 4.50 4.17 3.113 3.50 PB 3' OIH 4.33 4.33 4,17 4.00 3.113 3.50 3.33 4' O/H 3.113 3,83 3.67 3.67 3.50 3.33 3.17 O'O/H 10.67 9.50 11,67 7.83 6.113 6.17 5.67 2x3 (F) l' O/H 9.33 8.50 7.83 7.33 6,50 5.83 5.33 OR 2' OIH 7.67 7,33 7,00 6.67 6,17 5,50 5.17 3x2 (C) 3' O/H 6,50 6.33 6,17 6.00 5.50 5.33 5.00 PB 4' OIH 5.67 5.50 5.50 5,33 5.17 ".83 4.67 (F) O'O/H 7.83 7,00 6.33 5.83 5,00 4.50 4.17 3x2 l' OIH 6.83 6.33 5.83 5.33 4,83 4.33 4.00 PB 2' O/H 5.50 5.33 5.17 4.83 4,50 ".17 3.83 WEAK 3' OIH 4,67 ".67 4.50 4.33. ".17 3,83 3.67 AXIS 4' OIH ".17 4.17 4.00 4.00 .3.83 3.67 3.50 0' O/H 13.17 11.67 10.67 9.67 8.50 7.50 6.83 (H) l' OIH 11.50 10.50 9.67 9.00 8.00 7.17 6.67 2x4 2' O/H 9.33 9.00 8.67 8.17 7,50 6.83 6.33 PB 3'OIH 8,00 7.83 7,50 7.33 6.83 6.50 6.17 OR TILT 4' O/H 6.83 6,83 6.67 6.67 6.33 6,00 5.67 0' O/H 12,83 11.33 10.33 9.50 8,17 7.33 6.67 (I) l' O/H 11. 17 10.17 9.33 8.67 7,67 7.00 6.33 2x4 2' O/H 9.00 8.67 8,33 8,00 7.33 6.67 6.17 SMS 3' OIH 7.67 7.50 7,33 7,00 6,67 6.17 5.83 4'OIH 6.67 6.67 6.50 6.33 6.00 5,67 5.50 O' O/H 16,33 14.83 13,33 12.17 10.67 9.50 8,50 (J) l' OIH 14.50 13.33 12.17 11.33 10.00 9.00 8.17 2x4 2'O/H 11.83 11,33 10.83 10.33 9,33 8.50 7.83 5MB 3' OIH 10.00 9.67 9,50 9.17 8.50 8,00 7.50 4' O/H 8.50 8.50 8.33 8,17 7.83 7.33 7.00 O' O/H 21.50 19.17 17.33 15.83 13,67 12.17 11.00 (K) l' O/H 18.83 17.17 15.83 14.67 12.83 11.50 10,50 2x6 2' O/H 15,33 14.67 14.00 13.33 12,17 11.00 10.00 5MB 3' O/H 12.83 12.50 12.17 11.83 11.00 10.33 9.67 4' O/H 11.00 11,00 10.83 10.50 10.00 9.50 8.67 0' O/H 23.67 21.00 19,00 17,33 15.00 13.33 12,00 (l) l' O/H 20.67 18.83 17.33 16.00 ''','7 12.67 11.50 2x7 2' O/H 16.83 16.00 15,33 14,67 13.33 12.00 11.00 5MB 3' O/H 14.00 13.67 13,33 12.83 12,00 11.17 10.33 4' O/H 12.00 12.00 11.67 11.50 10.83 10.00 9,17 0' O/H 29.33 26.33 24.00 22.00 19.33 17.33 15.67 (M) l' O/H 26,00 23.83 22.00 20,50 18.17 16.50 15.00 2x8 2' O/H 21.33 20,50 19.67 18,83 17.17 15,67 14,00 5MB 3' O/H 18.17 17,83 17.33 16,83 15.83 14.50 13.00 4' O/H 15,83 15.67 15,50 15.00 13.83 12.67 11.67 0' O/H 31.33 28.00 25.50 23.50 20.33 18.17 16,33 (N) l' O/H 27.67 25.33 23,33 21.67 19.17 17.33 15,00 2x9 2' O/H 22,67 21.83 20,83 20.00 18.17 16.17 14,00 5MB 3' O/H 19,17 18,83 18.17 17,67 16.33 14.67 13,00 4' O/H 16.33 16.17 15.67 15.17 13.83 12.67 11.67 INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABLE SPAN VALUES ARE IN DECIMAL FEET _ ALUMINUM STRUCTURES MASTER PUN ~ ENGI~ERtNG.1NC. @ COPYRIGHT AL, INC. 1994 77 ~ I ~ I - ,- - : I . Ii MAXIMUM COLUMN HEIGHT IN DECIMAl FEET EXAMPLE: . SCREEN WAlLS - SOLID ROOF SCREEN AND VINYL ROOMS I WIND LOADS UP TO 100 MPH (D) (F) (0) (H) (I) (J) (P) (Q) (R) (S) . SPACING 2X2 PB 2x3 PB 3x2 PB 2x4 PB 2x4 SB 2X4 5MB 3x3x.0<< 3)(3x,093 3x3x.125 4X4)(.125) I 3'-0' 9,87 12.83 11.33 111,00 18.50 18,50 11.33 18.00 17,33 X 4'-0' 8,87 11.117 9,83 14.33 14.17 111,87 9,83 14.50 15,87 X 5'.()" 7,83 10.117 8.83 13.00 12,87 15,50 8.83 13.50 14.50 19,33 . Il'.()" 7.17 9.83 8,00 11.83 11,50 14.50 8,00 12,67 13,67 18.17 7'.()" 11,87 9,00 7,50 11,00 10,67 13,67 7,50 12.00 13,00 17.33 . 8'-0' 6.17 8,50 7.00 10,17 10.00 12.83 7.00 11.33 12.33 16.50 9'-0' 5.83 8.00 8.50 9.67 9.33 12,00 6.50 11.00 11,83 15.83 I COLUMNS USED UNDER CONVENTIONAL ROOFS MUST BE VERIFIED AS TO THEIR COMPRESSIVE STRENGTH. INTERPOLATION OK \U ; il It Q I MAXIMUM COLUMN HEIGHT I IN DECIMAl FEET SCREEN WALLS - SOLID ROOF WIND LOADS UP TO 110 MPH I , I (D) (F) (0) (H) (I) (J) (P) (Q) (R) (S) I SPACING 2X2 PB 2x3 PB 3)(2 PB 2x4 PB 2)(4 SB 2X4 5MB 3x3x,O<< 3x3x,093 3x3)(,125 4x4x,125) 3'-0' 9,87 12.83 11,33 18,00 18.50 18.50 11.33 16,00 17,33 X : 4'-0' 8,67 11,67 9,83 14.33 14.17 16.67 9.83 14.50 15,67 X I 5'-0' 7.83 10,67 8.83 13,00 12,67 15,50 8,83 13.50 14.50 19.33 6'.()" 7.17 9,83 8.00 11.83 11.50 14,50 8.00 12,67 13,67 18.17 i 7'.()" 6,67 9,00 7.50 11.00 10,67 13.67 7.50 12,00 13.00 17,33 ! 8'-0. 8.17 8.50 7.00 10.17 10,00 12,83 7,00 11.33 12,33 16,50 I 9'-0' 5.83 8,00 6.50 9.67 9,33 12,00 6,50 11.00 11,83 15,83 i , COLUMNS USED UNDER CONVENTIONAL ROOFS MUST BE VERIFIED AS TO THEIR COMPRESSIVE STRENGTH. INTERPOLATION OK I I MAXIMUM COLUMN HEIGHT I IN DECIMAL FEET I SCREEN WALLS - SOLID ROOF . WIND LOADS UP TO 120 MPH . (D) (F) (0) (H) (I) (J) (P) (Q) (R) (S) I SPACING 2X2 PB 2x3 PB 3x2 PB 2x4 PB 2)(4 SB 2X4 5MB 3x3x,044 3)(3x.093 3x3x.125 4)(4)(,125) : 3'-0' 9.67 12.83 11.33 16.00 16.50 18,50 11.33 16,00 17,33 X I 4'-0' 8.67 11,67 9,83 14.33 14,17 16.67 9,83 14.50 15.67 X 5'-0' 7.83 10.67 8,83 13.00 12,67 15,50 8.83 13.50 14,50 19,33 I 6'-0' 7.17 9.83 8,00 11,83 11,50 14,50 8,00 12.67 13,67 18.17 7'-0' 6,67 9.00 7,50 11,00 10.67 13.67 7.50 12,00 13,00 17.33 . 8'-0' 8,17 8,50 7.00 10.17 10,00 12,83 7,00 11.33 12.33 16,50 I 9'-0' 5,83 8.00 6,50 9,67 9,33 12.00 6,50 11.00 11,83 15,83 I COLUMNS USED UNDER CONVENTIONAL ROOFS MUST BE VERIFIED AS TO THEIR COMPRESSIVE STRENGTH, t INTERPOLATION OK I , I I I i ~ ALUMINUM STRUCTURES MASTER PLAN It I 82 u ~ ENGltEERING, INC. @ COPYRIGHT AL. INC, 1994 l"""'r t , I \. -- :::l J :a ::II ::a ::a ::a =- ::II .. . 1-' 48" 1 . 4S"x4" COMPOSITE PANEL , 3105-H25 .", =:r DEFLECTION L/60 ROOF PANEL SPAN CHART THICKNESS & WIND SPAN SPAN SPAN SPAN I SPAN EPS DENSITY VELOCITY SIMPLE l' O/H 2'O/H 3'O/H 4'O/H OPEN STRUCTURE 100 MPH 20.17 20.17 20.33 20.50 20.67 110 MPH 20.17 20.17 20.33 20.50 20,67 0,024 120 MPH 20.17 20.17 20,33 20.50 20.67 1.0# DENSITY 130 MPH 19.67 19.67 20,00 20.33 20.67 140 MPH 18.67 18.67 18.83 19.17 19.67 , 100 MPH 21.83 21.83 22.00 22.17 22,33 I 110 MPH 21.83 21.83 22.00 22.17 22.33 0.024 120 MPH 21.50 21.50 21.67 22.00 22.33 1,5# DENSITY 130 MPH 20.17 20.17 20.33 20.67 21.17 140 MPH 19.17 19.17 19.33 19.67 20.17 100 MPH 22.50 22.50 22.67 22.83 23.00 110 MPH 22.50 22.50 22,67 22.83 23.00 I 0.024 120 MPH 21,67 21.67 21.83 22.17 22.50 2,0# DENSITY 130 MPH 20.33 20.33 20.67 21.00 21.33 140 MPH 19.33 19.33 19.50 19.83 20.33 ENCLOSED STRUCTURE I 100 MPH 18.00 18.00 18.00 18.33 18.50 110 MPH 16.67 16.67 16.83 17.00 17.17 I 0.024 120 MPH 15.50 15.50 15.67 15.83 16.17 1.0# DENSITY 130 MPH 14.50 14.50 14.50 14.83 15.00 140 MPH 13.33 13,33 13.50 13.67 14.00 100 MPH 19.00 19.00 19,17 19.33 19.67 110 MPH 17.83 17.83 17.83 18.17 18.33 0,024 120 MPH 16,67 16.67 16.83 17.00 17.33 1.5# DENSITY 130 MPH' 15,67 15.67 15.83 16.17 16.33 140 MPH 14.67 14.67 14.83 15.17 15.50 100 MPH 19.50 19.50 19.50 19.67 20.00 110 MPH 18.17 18.17 18.33 18.50 18,83 0,024 120 MPH 17.17 17.17 17.33 17.50 17.83 2.0# DENSITY 130 MPH 16.17 16.17 16,33 16.67 16.83 140 MPH '15.33 15.33 15.33 15.67 16.00 INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABLE. SPAN VALUES ARE IN DECIMAL FEET NOTE: USE OF PROPER DEFLECTION LIMITS SHALL ADHERE TO ALL LOCAL CODES AND ORDINANCES, I ~ ALUMINUM STRUCTURES MASTER PUN 103 ENG~. INC. @ COPYRIGHT At, INC, 1994 II " Il II '! I I 'I I . r.--. I CARAER BEAM ROOF PANEL CONNECTlON DEl AIL51 2 . 2 . ,093 ANGlE _ 4 - 10 S1AS EA. SlOE SCREENING OR 2" S1AS EA ANGlE INTO CARRIER BEAll 45' II~X, t 10 S1AS 0 3'-0. O,C" TOP AND BOTTOM (2) - 1/4" , 3 1/2" "'ACH. BOlTS _/ WASHERS THRU POST AND GUTTER NOTCH POST FOR CARRIER BEAll THICKNESS SHAll BE EQUAL OR GREA TER THAN WEB THICKNESS OF CARRIER BEAll (2) - 110 , 1 1 /2" SIIS EA ANGLE INTO CARRIER BEAll (4) - "0 SIIS _ 3/4" WASHERS OR NEO-WASHERS PER 12" PANEL 2 , 2 . 093 ANGlE _ 4 - 10 SUS EA, SIDE I ~, ~ I I SCREENING 45' U~X t ALUII. ROCf PANEL ( SEE SPAN CHARTS) 2 - ,062 RECEIVING CHANNEL _/ (6) - '10 SUS INTO C~RRIER BEAU AND (4) - 18 SIIS EA, SIDE or S,...,8. 10 SMS 0 3'-0. OC, TOP AND BOTTOM NOTCH POST FOR CARRIER BEA'" 3 k 3 POST, TYP,) N THICKNESS SHAll BE EQUAL OR CREA TER THAN WEB THICKNESS or CARRIER BEAll SGTRP 72 ~ ALUMINUM STRUCTURES MASTER PLAN ~ tc <D COPYRIGHT AL, INC. 1994