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Home My WebLink About08-7751 (2) EXISTING PARK MODEL ADD 2 ' x 50 ' CONCRETE TO EXISTING SLAB SHED SCREEN ROOM CARPORT ADD 4" SLAB ON TOP OF EXISTING SLAB FOR SHED I � 50 ' 3 " COMPOSITE PANEL ROOF FL 2291 2X3 EDGE BEAM___ ___ P H 2X4 SMB SHED SCREEN ROOM 3X3 FLUTED POSTS 2X3 POSTS ___ L 4L CARPORT ADD 4" SLAB ON TOP OF EXISTING SLAB FOR SHED KATHLEEN OMALLY 3751 LAUREL VALLEY BLVD. Pizj-co- PcAssti� t��lzvzc� JOE: SHED, SCREEN ROOM, CARPOR MAJESTIC OAKS, LOT : 34 `-F Ifutg- lZoud AND CONCRETE ZEPHYRHILLS, FL . f1� k:U.i, J[. 33542 SCALE DATE SHEET 33542 04/10/08 SUZANNE BAHR (813) 788-5314 DESIGN/DRAWN CHECKED e'de- VaA L Sp$ I OF I ENGINEER'S NOTES: 3'x4'x.032' COMPOSITE PANEL ROOF FASTEN W/ #14x4 1/2' 1.THE BASIC DESIGN WIND SPEED= 125 MPH, 3 SEC GUST @ 8' O.C. AOTRENDS AND RAKES ALUM FLASHING 2. THE WIND IMPORTANCE FACTOR IS 0.77 FOR 12'x3' x.032' ALUM PAN ROOF FASTEN W INSTALLED 6' MIN UNDER FIRST ROW OF SHINGLES 3, THE WIND EXPOSURE CATAGORY USED IS 'B' FASTEN W/ (3) #10x3/4' WASHER/ DR UNDER DRIP EDGE 4. THE INTERNAL PRESSURE COEFFICIENT FOR OPEN BUILDINGS IS 0.0 SEAL HD TECH SCREWS@ BOTH ENDS 5. C&C DESIGN WIND PRESSURE, ROOF =+18/-27 PSF VALENCE CAP #Bxl/2' CORROSION RESISTANT I HOST STRUCTURE ROOF WASHER HEADED SCREWS 12" APPROX FLASHING ALUM 12 INSTALLED 6' MIN UNDER FIRST ROW OF SHINGLES #8 X 1/2' CORROSION RESISTANT OR UNDER DRIP EDGE ALL PURPOSE SCREW 1'MIN- FASTEN 3'xl2'x.032' ALUM PAN ROOF PANELS 3105-H28 ALUM. TENSILE=28KSI/YIELD=24KSI E 3/8-16 HEX HD BOLT, WASHERS &NUT BOTH ENDS W/ #10x3/4' TEKS CORROSION RESISTANT (2> WI (3) SCREWS PER PANEL EQ, SPACED CORROSION RESISTANT EXISTING 2'x 'x.044' 1/8'x10' BREAK FORM CHANNEL ROOF ALUM, TILT BEAM W ATTACHED TO HOST STRUCTURE / #10X3' SMS CORROSION RESISTANT I I- 2' @16' DC. TO HOST STUDS Max STRIP SEALANT BETWEEN FACIA&HEADER FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA W/ 4X VIEW @ - #10x2' SMS OR LAG SCREWS SPAN=13' MAX FOR 3'xl2'x,032' ALUM PANS j Li @ 12' DC. MAX (2) ROWS STAGGERED FACIA ATTACHMENT DETAIL NOTE; CDNTRACTER TO VERIFY CONDITION OF HOST STRUCTURE SPAN FOR 3'X.024' #1 DENSITY COMPOSITE PANELS =16'-6' MAX SPAN FOR 3'X.030' #1 DENSITY COMPOSITE PANELS =19'-6' MAX j u Q 1/2-13 HEX HD BOLT, WASHERS &NUT X j �D 3'x3'x.063' TO 8'-6' MAX CORROSION RESISTANT (2) 1 Q 3'x3'x,093' TO 10'-6' MAX VT 11 GA INTERNAL ALUM BASE CTD ALUMINUM COLUMNS @8' D.C. MAX WITH 2x4 EDGE BEAM j �-• PREDRILL VERT FLANGES (6) 1/4' TAPCONS/WASHERS&NUTS 2' MIN ALUMINUM COLUMNS @10' D.C. MAX WITH 2x6 EDGE BEAM (n (2) 1/2' THRU BOLTS IMBEDMENT. CORROSION RESISTANT TYPICAL I = 3/8-16 HEX HD BOLT, WASHERS &NUT 3/8-16 HEX HD BOLT, WASHERS LNUT CORROSION RESISTANT (2) CORROSION RESISTANT (2) 11 GA INTERNAL ALUMINUM BASE 4' CONCRETE SLAB OR FOOTING PREDRILL VERT FLANGES . WITH 6X6 10/10 WWM OVER DETAIL OF (2) 3/8' THRU BOLTS 6 MIL POLY FILM OVERLAPPED 6' END POST TO CONCRETE ///IOVER CLEAN COMPACTED SOIL CONNECTION COLUMN FASTENED WITH WITH EDGES TAPED 2'x4'x.063' 3/8' X5' EXPANSION BOLT ALUM TILT BEAM 2 1/2' MIN. ENGAGEMENT WITH SLAB 3'x3'x 063' ALUMINUM COLUMNS @8' D.C. MAX GRADE 4 TYPICAL (3) IN FRONT@ 8' D.C. - - - - - - - - - - ENLARGED VIEW @ NOTE: NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION GRADE = 4' 2500 PSI NOMINAL SLAB W/D FOOTER MAY COLUMN TO SMB _ - W BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' ALTERNATIVE H&W=8'x8' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12' 062 I ERNAL H&W=12'x12' FOR GRADE SLOPES GREATER THAN 2'/12' G U CUP 3'x3'X.063' ALUMINUM COLUMN 2'x2'x.062' A NEW SLABS TO HAVE EITHER 6'x6'-#10/IOWWM COVERED ADDITION OR FIBERMESH CU /�/16-18 HEX HD BOLT, WASHERS NUT SEE F017TER NOTE TYPICAL SIDE ELEVATION EACH SIDE / CORROSION RESISTANT(2) 2500 PSI W/ 1 #5 REBAR CONTINUOUS I'x2' ALUM BASE PLATE (TYP) PT 2x4/DECKING NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK SID -� 2' FASTEN TO JOISTS w/#Bx3 DECK SCREWS I hereby certify that I have performed and reviewed this plan and Found 3000 PSI CONCRETE 2'X2'X2' FOOTING it to be in compliance with ASCE 7-02 & R301 of the Florida Building Code, 2004 edition. OVER CLEAN COMPACTED SOIL P Y 9 and the 2006 SUPPLEMENT to FBC 04, 3'x3'X06' MIN ALUM COLUMN IMBEDDED 2' MIN IN David W. Smlth,P,E, PIER WITH 1 # 5 X 12' REBAR MOUNTED CROSSWISE PT 2'x8' PERIMETER JOIST (� I CUSTOMER: 6CENTRAL THRU COLUMN APPROX. 4' FROM COLUMN END PIER FOOTINGS LOCATED PER PLAN ^6. 24'MAX O.C. REFER TO INCLUDED SITE SPECIFIC SHEET TYPICAL V / D.IV.SMITH M,S. P.E. SHEET INDICATING WHERE CONNECTION IS APPLICABLE TYPICAL DETAIL OF I ' r/ FLOPI A PRDFESSITWL GNGI'CCR LICENSE &),BCR 53608 COVERED ADDITION l OF 1 ISOLATED FOOTER SIZE PER AAF 2004 TABLE 604 I ALTERNATIVE WOOD DECK #10 TAPCONSX 3 1/2' ��pp Custom Home Plan Service I J LOAD INDEX # A THRU G POST TO DECK -CORROSION RESISTANT `'ns� 9909 YALLASTON DRIVE-DADf TV,FLORIDA 33525 SCALE DATE PART NO ENLARGED VIEW . CONNECTION 2' MIN IMBEDMENT IN 2'x6' ✓ ROC b2-5I fns 352-501 J (-RAIL: dsrirepeu mt kret AS NOTED 03 1$ OS CA 125 ALTERNATIVE PIER FOOTING DETAIL I PERIMETER JOISTS PASCO PERMIT SERVICE DESIGN/DRAVN CHECKED EVGiNEER LICENCE 053608 SUZANNE BAHR 813-788-5314 D.W,SMITH,P.E. B2 #10 X 1/2' CORROSION RESISTANT HOST STRUCTURE ENGINEER'S NOTES - ALL PURPOSE SCREW EXISTING ROOF BASIC WIND. VELOCITY' 135 MPH (3 SEC GUST) •x3•x,a45• ALUMINUM COLUMN -.-le' AFPROX (3'x3'X045' ALUMINUM COLUMN2 4 CORNERS) IMPORTANCE FACTOR: 0.77 2x2x,062 ANG W/#8x3 DECK SCREWS EACH SIDE i EXPOSURE CATAGORY! B DR ALLTEERNATIVE 2) #10 SMS 062'U CUP CORROSIDN RESISTANT(2) INTERNAL PRESSURE COEFFICIENT=+/-O PT 2x4 DECKING 1'x2' ALUM BASE PLATE (TYP) C&C DESIGN WIND PRESSURE =+2O/-28 PSF FASTEN TO JOISTS SCREEN PRESSURE=14 PSF CONTINUOUS ALUM FLASHING MAX DEFLECTION =2,46' L/6O=168/6O=2.8' ALLOWED PT/ 2'x6' PERIMETER JOIST INSTALLED 6' MIN UNDER FIMAX MOMENT (PANELS)=7,6OO IN LBS OR U ROW R S ED MAX FIBER STRESS=MC/I=14,77O PSI #l0 TAPCDNS X 3 1/2 UNDER DRI P EDGE -CORROSION RESISTANT 2' _-- MIN IMBEDMENT IN 2'x6' CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE ALUM. FLASHING UNDER EXISTING DRIP EDGE \ PERIMETER JOISTS FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA TO EXTEND 12' OVER PAN ROOF \\ --4,' --•--24'MAX DC-.---- 2)TROWSH XST STAGGERED 2' SMS DR LAG SCREWS@ 12' O,C, MAX 12' \ + TYPICAL FASTEN PANEL TO REC. CHANNEL W/#10x '4' SEAL HD TEKS #10 X 5/8' SMS 2 8' O.C. MAX. TOP OR BOTTOM FLANGE ASHER/SEAL HEADED EXISTIN \ DETAIL OF W CORROSION RESISTANT ROOF POST TO DECK ENLARGED VIEW CONNECTION TYPICAL ROOF CONNECTION FASTEN PANEL TO REC, CHANNEL ---- - - W/#10x3/4" SEAL HD TEKS #10 X 5/8' HEX HD CORROSION RESISTANT 09 IN4 I--3-. 1 06 IN4 I-e--I @ 8' D.C. MAX, TOP OR BOTTOM FLANGE 3'x4'x,032' C❑MP❑SITE PANEL S j W ROOF FASTEN TO BEAMS W/ #14x4 1/2' - METAL SCREW,WASHER&SEAL J 12' D. AT ENDS AND RAKES APPROX 4' DC MAX, AS SHOWN #10X2 1/2' SMS T OR TO REC. CHANNELS @ ENDS OR RAKES (3 SCREWS /PANEL BOTH ENDS) #10x2 1/2' SM F- W/#10x3/4 SEAL HEAD TEKS ABOVE L=12' USE (5) SCREWS/PANEL @ 8' D,c, 2 e• DC. 3 RECEIVING OR ALUM PAN ROOF CEIVI CHANNEL 12'x3' x.032' RISER PAN ROOF INSIDEDPEN BACK 2 ADD 1X2 OPEN BACK 2 BACK DR, FASTENED TO WALL STUDS F- 3105 H28 Y =23KSI , INSIDE ORNOUTSIDE OF HOST STRUCTURE AT (� FASTEN W/ (3) #10x3/4 WASHER/ PER SITE SPECIFIC PLAN EACH STUD WITH ONE SEAL HD TECH SCREWS@ BOTH ENDS F & 6' O.C, AT RAKE EDGES ALTERNATE CONSTRUCTION ALTERNATE CONSTRUCTION 1/4'Xl 1/2'LAG AND 3/4' G4 ALUM COLUMN DETAIL ALUM COLUMN DETAIL WASHER COROSInN RESISTIVE O DETAIL OF ALTERNATIVE FASTENING METHOD SIDEBEA'_K / FASTEN CAPRI CLIPS W/ ALTERNATIVE TO 3x3 STUDS ALTERNATIVE TO 2x3 STUDS ® 2'x3'X,045 #10x3/4' TECHS FOR CONVERSION OF FOR CONVERSION OF ENLARGED VIEW CONNECTION ALUM CSLUMN EACH FLANGE EXISTING SCREEN ROOMS EXISTING SCREEN ROOMS WITH 3x2 STUDS WITH 2x2 STUDS ALTERNATE ROOF CONNECTION ___ 2x2x,062 ANG 2'x3'X,045' AL COLUMN CONNECTION DETAIL OF EACH SIDE (3 NOTE e 4 CORNERS) 2'x3'X 2 1/2' X 1 1/2' RECEIVING CHANNEL ,045" ALUMINUM COLUMN3'x 12'x,032' POST TO 2"x3" SMB (2) NOTE SEE ALTERNATE CONSTRUCTION DETAIL THRU BOLTED TO POST WITH RISER PAN ROOF 13R0A6t�TFUR��PIVE �CDRR SI N RESISTANT(2) USING 1x2 OPEN BACK '//2X2 TUBE 5/16-18 BOLTS FOR SIDE BEAM 1'x2' ALUM SEE CONNECTION BASE PLATE (TYP SEE CONNECTION DETAIL FOR EITHER CORROSION RESISTANT BOLTS, WOOD OR CONCRETE DECK WASHERS, NUTS- TYPICAL DETAIL OPTIONAL 022' ALUM, 'KICK PLATE', DNC, SLAB STYROFOAM COMPOSITE PANEL, DR VINYL SIDING -CORROSIONDNRESISTANT -- \2' MIN IMBEDMENT ' 4'MAX DC-- 6 2'x2' MIN SCREEN BEAM 1--- L 2'x3'X,045' TYPICAL i 2'x3'x,C4 DETAIL AT NOTE) STAIRS &RAILINGS TO z ~ POST TO SLAB CONFORM TD F.B.C. 2004 E ca CONNECTION MAX— SECTIONS R311 &R312 ^ 2'x3'X,04 ' TYPICAL RESPECTIVELY 2'x3'x,045' 2x3 x,045 1'x3'x,045' �- -- L7 CAULK BETWEEN FRAME MEMBER AND HOST STRUCTURE ATTACH TO HOST STRUCTURE E WITH #10x3' LAG SCREWS 12' ALUM TERMITE W ?'x2'x,C45' HI5MPSON = O.C. SHIELD 2 _�_ EACH PIER B'x8'x8' / SCREEN ROOM MAY BE BUILT ON DECK OR SLAB NNOTE CONC. BLOCK FRONT ELEVATION AUGER ANCHOR 2 EACH OUTSIDE PIER ATTACHED SCREEN ROOM VARIOUS LENGTHS =14'MAx (AL PA, S WITH RISER PAN ROOF (3105 1128) DR EQUIV 1 32' IMBEDMENT ❑F 36' AUGER ANCHOR = 6'MAX (3' COMP, PANELS ++ �+ NOTE: MAY ALSO BE CONSTRUCTED ON 3000PSI CONCRETE SECURING PERIMETER GIRDERS 3'X6'-8' OR 3 X 032 ROCONCIT PA L B ROOF SLAB 4' THICK W/ 6x6/10-10 WWM OVER 6 MIL POLYFILM WITH ASTM#123-89A STRAP OR EQUIV PREHUNG TYPICAL ON DECK OR CONCRETE SLAB 4'X16'X16' FIBER MESH IS ACCEPTABLE ALTERNATIVE TO WWM L 1'x2'x.C45' SIDI+; ELEVATION MAY ALSO HAVE ACRYLIC OR VINYL "BLOW OUT" CONC PAD OVER CLEAN COMPACTED TERMITE TREATED SOIL, WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEED OR EQUUIV, I hereby certify that I have performed and reviewed this plan and fo nd EXCEED 75 MPH, 3 SEC GUST NOTE NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION 9 2004 ed; ion D,�Y.SMITH .Nl.S P E. ATTACHED 4' 3000 PSI NOMINAL SLAB W/❑ FOOTER MAY it to be in conpUance with section 1609 of the Florida Buildin Code, SHEET OF BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' and ASCE 7-02 & section R301 of FBCR 2004 &the 2006 SUPPLEMEN to E 04., FLORIDA PROFESSIONAL ENGI'LER LICENSE NUMBER 53608 SCREEN ROOM 1 OF H&W12'x12 FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12' Custom Home Plan Service H&W=12'X16' FOR GRADE SLOPES GREATER THAN 2'/12' 9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 SCALE DATE PT HO. NEW SLABS T❑ HAVE EITHER 6'x 6'—#10/1 O W W M 7 D[J32-RI DBS r�z 3J2 szt-De67 c w+IL' nph�r2'Fptt.ret 1 4"=1 FT 03 18/08 DR FIBERMESH ENGINEER PACO PERMIT S"EJ(ICE DESIGN/DRAWN CHECKED LS DQVi6 W, Smith,M,S.,P,E, LICENCE 53608 SUZANNE BAHR 813-788-5314 D.W.SMITH,P.E. SCRN -02b 71 -A2'X ' STUDS FASTENED TO ENGINEER'S NOTES: SCREWS/PANEL PT 2'x4' BASE PLATE PM TE EIA W R QU i SIMPSON HD5 OR EQUIV FASTEN S LL DNDMECSV @ALL EXTERIOR JOIST TO GIRDER 1. THE DESIGN WIND SPEED = 125 MPH , 3 SEC GUST PT 2x6 PERIMETER JOIST OR E IV E MGR S CONNECTIONS 2. THE WIND IMPORTANCE FACTOR IS 0,77 STAGGERED 3. THE WIND EXPOSURE CATAGORY USED IS 'B' AUGER ANCHORS ALUM TERMITE 4. THE INTERNAL PRESSURE COEFFICIENT=+/-0.18 ENCLOSED Li / STYLE CREST#48364634 SHIELD (TYP) CATAGORY I BUILDING MINOR STORAGE SHED DETAIL 1' / BRANDON, FLORIDA 5. COMPONENTS&CLADDING DESIGN PRESSURES ARE PER PAN FASTENING OR EQUIVALENT FBC TABLE 1609,68 OR R301,2(2) FOR A MEAN ROOF HEIGHT \ UPLIFT CAPACITY=4,700 LBS 4'x8'x16' LESS THAN 30 FT. _ - 8' O,C, MAX SOLID CONC, BLOCK ROOF, +12/-26 PSF ZONE 1B FASTEN TO JOISTS @8' O.C. OR EQUIV. MAX W/ (2) 1/2' x3 1/2' =12' MAX WALLS +25/-27 PSF ZONE 4B LAG BOLTS. PREDRILL BEAMS xLENGTH TO 24'MAX TYPICAL WOOD DECK ALTERNATIVE EN PER STRU ERYSTRUCTURAL PANEL NOTE D SHEATHING FASTEN #10 X 1 1/2' HEX HD CORROSION RESISTANT METAL SCREW FOUNDATION &WASHER&SEAL INTO DBL 2x4 TOP PLATE -DBL 2X10 W/1/2' OSB 3'x12'x,032'MIN APPROX 6' DC MAX, (TYPICAL BOTH SIDES) ALUM RISER PAN ROOF 2x4 EDGEWISE BLOCKING 2x4 STUD CONSTRUCTION@16'0.C, - USE SP1 HURRICANE CLIPS AT TO PANNEELL DGG gg #10 X 3' HEX HD CORROSION RESISTANT METAL SCREW BOTTOM PLATE & SP2 AT DBL TO OVIDP N ILING &WASHkR SEA2L D.C.NTOADB�32SCRTOP PLATE NL BOTH ENDS) PLATE TO STUD CONNECTIONS WHEN WALL HT, PPRp @ LOCATIONS SPECIFIED IN GREATER THAN SPAN AS SHOWN ABOVE @ DETAIL ` DBL 24 TOP PLATE OF PANELS STRUCTURAL PANEL FASTENING NOTE W/ CORNERS LAPPED TYP WINDOW MAY BE LOCATED AT ANY SIDE __ _ _ _ Hl4-F FI+ '. DBL 2X8 W/1/2' OSB' P2 TYP 2x HEADER IMPSON MST x SH 3030 ¢ LOCATION T AT T IS +26 PSF I -28 PSF +25 PSF -26PSF,rS O O IMPSON SPH4 R EQUI P1 TYP ° H ° EXTERIOR FINISH SIDING IOOR STUCCO ASSPECIFIED BYEOWNERTIONS 16' MAX LENGTH TO SUIT STRUCTURAL PANELS PT 2'X4' BOTTOM PLATE 72'X78' PREHUNG NOTE* I/2' CDX OR OSB STRUCTURAL PANELS SHALL SECURE TO SLAB W/ DOOR NOTE NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSIONNOTE, INSTALLATION OF DOOR TO BE OVERLAP THE TOP MEMBER OF THE 4' 2500 PSI NOMINAL SLAB W/0 FOOTER MAY 1�2' EXPANSION BOLT MI DOUBLE TOP PLATE AND THE PT. BOTTOM PLATE BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' ?,�'IFMARR� WITNINN EDGE DISTANCE PER MANUFACTURERS SPECIFICATIONS DBL HEADER JACK OF CORNE +ACH SIDE OF TO COMPLY WITH 110 MPH WIND SPEED ROWS of tOd NAILS Q3. O.C SHAH BE 1/2' M NI�gL M D �tH EMBERS OF TOP PLATE H&W=12'x12' FOR GRADE SLOPES GREATER THAN 2'/12' DODRS&WINDOW OPENINGS REQUIREMENTS P NELS L� E ILSAA 'SPECIFIED SPACING OF 6' O.C. NEV SLABS TO HAVE EITHER 6'x6'-#10/1OWWM CAULK AND SEAL DOOR BEFORE FASTENING S VERTICAL EDGES AND 12' MAX IN FIELD OR FIBERMESH NOTE, WHERE WINDOWS OR DOORS INTERRUPT THE TYPICAL SIDE ELEVATION EACH CORNER ANDTTTAACHMENTS THING TTOWEXISTING STRUCTUREWOO ITHIN 4' OF I hereby certify that I have performed and reviewed this plan and found CONNECTIOUSE NS APPLIED PPEEREDUIVI MFG'RS SPECIFICATIONS it to be in compliance with section 1609 of the Florida Building Code, 2004 edition D.jY.S M I'r H�M.S. �P.�',' � JPAN ROOF W/ STUD WALL CONST. SHEET of and ASCE 7-02 & section R301 of FBCR 2004 &the 2006 SUPPLEMENT to FBC 1 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 , WOOD FRAME SHED Custom Home Plan Service 16 W X LENGTH TO SUI 1 OF 1 NOTE' 9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 SCALE DATE PART NO. THE FOUNDATION SHOWN IS BASED ON 2-v PIDE'352-521-OB65 FAJG352-521-0861 E-MAIL, Crsfi vthlinknet AS NOTED 03 1Z 08 SHED 01-16 A MINIMUM SOIL BEARING PRESSURE PASCO PERMIT SERVICE DESIGN/0RAVN CHECKED OF I000PSF. David W. Smith,P,E, 120 ENGINEER LICENCE 453608 SUZANNE BAHR 813-788-5314 D.W.SMITH,P.E.