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Home My WebLink About01-0088 "'55.C BUilDING BUILDING PERMITN~ Date 2/5/0 ( 0088 CITY OF ZEPHYRHILLS (813) 788~6611 Permit ELECT~AL PLU~ING MECH~ICAL Sewer Conn /'"' '-:-, Property Owner: L-co. r e y ,. <.t _ a. '"' Job Address: ~ l......::2 -s i ~ l' 2. tfy,CY'I,-er- Parcell.D. # Water Conn: Water Meter: L-... T.I.F.'s: Zoning: DescriPtion of Work Energy Code: f.or.:. ..f a Jer Radon Gas: FINAL NO OCCUPANCY BEFORE C.O. Complete Plans. Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector YIL Valuation or Contract Price ;; l{ () IP. ec;> Permit Fee Signature Company Address Telephone# 3,.~ City License Registration # State Certified License# A(~ AJu""". BUILDING ME Ftr. Pre SlB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SlB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Twenty Five and 00/100 Dollars ($25.00) shall be made for each trip 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. 38525 2nd Ave. Zephyrhlll., FL 33640 ACE ALUMINUM & CONCRETE, INC. ~ Job No. Phone: (813) 782-2818 ~~TD 2 ADDRESS _- SHIP TO U DATE ~"""S-61 PHONE A ~ ../l 87'Y ~71 ~ /f/"",_~-A v -y- ,,.J . - PERMIT PRIO . TAX Theu IJ1ed aBrees to pay TOTAL PRIO INST RS IN FULL ON COMPlETION DEPOSIT BAlANO C.O.D. #' y()() . ()(} Iep. ny~ c 5ianalure ~ ~ ~ ~ ~ I\) ~ .~ ~ \" ~ ~ ..... ~ ~ '- ~ ~ ~ '\ >:-, --..... r-.. '\ '-. ~- -f\' ~ () "- v L- A , ~'- Q-r A ,- \ (. VI ::t: r.-\ ~ / / ,/ --- / "- -:s ~\ '::1 I I I I I I I I I I I I I 1 I I , 'V\ I ~- I I I I fil / ROOF OVER SYSTEMS SECTION 5 1-3/4" SHEET STYROFOAM INSULATION (R 7.0) (2) ROWS #10 x 1-1/2" S.M.S. @ B"O.C. 0.024" SHEET ALUM. ALLOY 3003 H-14 WI HEMMED AND CLEATED JOINT PER DETAIL 5 RIDGE BREAK DETAILS: 2" x 2" EACH SIDE OF RIDGE WI #12 x 3" SCREWS @ 16"-24" O.C. INTO COACH FRAMING DETAIl2A SECTION THROUGH ROOF OVER AT PEAK SINGLE WIDE MOBilE HOME IN SITUATIONS WHERE ROOF IS SMOOTHLY CONTOURED OVER RIDGE ONLY (1) 2" x 2" IS REQUIRED. USE (1) #12 x 3" SCREW AT EACH TRUSS OR RAFTER IN COACH NOMINAL 2" x 4" WI #12 x 3" SCREWS INTO COACH ADJUST HEIGHT OF FRAMING @ EACH ROOF INTERMEDIATE CONNECTOR TRUSS OR RAFTER (24" O.C. MATERIAL AS REQUIRED BY . MAX.) DETAIl3A ROOF SLOPE SECTION THROUGH INTERMEDIATE ROOF CONNECTOR DOUBLE WIDE MOBilE HOME AIRSPACE 1-3/4" SHEET STYROFOAM INSULATION (R-7.0) #10 x 1-1/2" S.M.S. @ 4" O.C. 1" x 2" OR 2" x 2" FILLER STRIP ~\ AS REQUIRED \ EXISTING COACH FRAMING Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUt TANT PO BOX 4368. SOUTH DAYTONA FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-B556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.t:. PAGE 5-13 SECTION 5 f! CI) > o .... o o 0::: "'": - iii CI) :is 1lI .... SEAL PAGE 5-16 - ~ 'ii;:; I: '6 I'll I: D. 0 ~ 0 - Q D:: ; fg of N II ~~ I( N 'l'- I( ... ~ =:! :::Ec I'll o I: I'll 8; ~~Cn~~:: ~ CcCc~loLo~ o II. ROOF OVER SYSTEMS - ~ 'ii.. 1:'6 I'll I: D. 0 ~o - Q D:: ; iDof N II ~~ I( N 'l'- I( ... II > =:! :::Ec I'll o I: I'll c.. . . en ~~~ro~;: :; f..-f.-..~~Cc~ o II. ... II > . . =~Crr>~;-~::~ ~ 1: (ot, (r) M (ow) .1 .' 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BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 en c '" -c (j) > o Cfl :> Ci -c '6 '3: Cii ~ Cfl :> Ci -c '6 '3: E o e II -c '6 '3: Qj c '" a. o e Cii (5 I- CD (5 z ROOF OVER SYSTEMS SECTION 5' ' G ,r..USS or.. E:~.\S'\~r'E.r.. SHOWN: ALUMINUM 'c' CLIP FASCIA WITH CLIPS @4'-0" ON CENTER DETAIL 1C - CONNECTION AT OVERHANG DETAIL #8 x 4" S. M. S. @ 48" O. C. 1/4"0 FERRULE #8 x 9/16" TEK SCREWS @ 16" O. C. EACH SIDE CAULK ALL EXPOSED SCREW HEADS STANDARD HOUSE GUTTER (OPTIONAL) HOST STRUCTURE DETAIL 10 - CONNECTION AT OVERHANG DETAIL \ (1) # 8 x ('t' + 1-1/2") @ 8" O. C. 0.040" EXTRUDED OR ROLL-FORMED FASCIA EXTRUSION AND ANGLE AS ALTERNATE ANCHOR DETAIL #8 x 1-1/2" S. M. S. @ 16" O. C. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA. FL32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E PAGE 5-3