Laserfiche WebLink
<br />== N G I ~N E E R '.S NOT == S <br />BASIC \..IIND VELOCITY 120 MPH (3 SEe GiJST) <br />IMPfJRT ANCE FACTOR 0.77 <br />EXPOSURE CATAGCRY B <br />INTERNAL PRESSURE COEFFICIENT=+I-O <br />C~C DESIGN WIND PRESSURE =+20/-28 PSF <br />SCREEN PRESSURE=14 PSF <br />MAX [EFLECTICN =2.46" L/60=168/60=28" ALLD\..IED i <br />MAX MOMENT (PANEL-S)=7,600 IN LBS <br />IVrAX FIBER STRESS=MC/I=14,770 PSI <br /> <br />I <br /> <br />,/1 <br /> <br />f <br />~'j <br /> <br />,2'x3'X04S' ALUMINUM COLUMN <br />O'x]'X.04S' ALUMINUM COLUMNe 4 CORNERS) <br /> <br />~IO x 1/2' CORROSION RESISTANT <br /> <br />PT 2x4 DE[.<~ING <br />FAS1EN TO JOISTS <br />w/~8x3 DECK SCREwS <br /> <br />BAS::: PLATE CTYP) , <br /> <br />COHPOSlTE ALUMINUM <br />PANEL ROOF <br />3'xIP'x032' '.... <br />'" <br /> <br /> <br />PURPOSE SCREw <br />l-12' APPRDX--i <br />: ;'\ I ! _ :::....::::.:::. <br />, II ..J.:- ../.-;:''>' <br />I i I Ik// <br /> <br />HOS- STRUCTURe <br />EXISTING ;?OC~ <br />._..~-;:..,-;:-;:,- <br /> <br />-" <br /> <br />" <br /> <br /> <br />DR ALTERNATIvE~ <br />062'U CUP . <br /> <br />2x2x.062 ANC,I r- <br />EACH SIDE <br /> <br />Ii <br />~ <br /> <br /> <br />-"- <br /> <br />-"- <br /> <br />.-.- <br /> <br />i <br />~ <br /> <br />IlI0 TAPCONS X 3 1/2' <br />-CORROSION RESISTANT 2' <br />MIN IMBEDMENT iN 2'x6' <br />PERiMETER JOISTS <br /> <br />~-_.._- <br /> <br /> <br />CONTINUOUS ALUM FLASHING <br />INST ALLE D 6' MIN UNDER <br />FIRST ROw OF SHINGLES <br />OR UNDE;? DR!? EDGE <br /> <br />JOIST <br /> <br />#10 X 5/8" SMS <br /> <br />112'-- <br /> <br /> <br /> <br />3'X12'X 032" ~ <br />ALUM PAN ROOF \ <br />FASTEN EA END <br />W 1(3) #10x5/8' <br /> <br />~ <br /> <br />~- <br /> <br />CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE <br />FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA <br />\JITH IlI0x2' SMS OR LAG SCRE\JSe 12' O.c. MAX <br />(2) RO\JS STAGGE,RED <br /> <br />ALUM FLASHING UNDER EXISTING DRIP EDGE <br />TO EXTEND 12' OVER PAN ROOF <br /> <br />" <br /> <br />" <br /> <br />DETAIL OF <br />POST TO DECK <br />CONNECTION <br /> <br />ENLARGED VIEW @ <br />TYPICAL ROOF CONNECTION <br /> <br />3 1/8'X3'X,06' <br />RECEIVING CHANNEL <br />FASTENED TO WALL STUDS <br />OF HOST STRUCTURE AT <br />EACH STUD WITH ONE <br />1/4'Xl 1/2'LAG AND 3/4' ! <br />wASHER CDRoSION RESISTIVE,! <br />ENLARGED VIEW @ <br />ALTERNATE ROOF CONNECTION <br /> <br /> <br />NOTE STAIRS 8.RAiLiNGS TO <br />CONFORM TO FBe 2004 <br />SECTlONS R311 8.R312 <br />RESPECTIVEL Y <br /> <br />I <br />1 <br />'i <br /> <br /> <br />DETAIL OF <br />SlDEBEAM <br />CONNECTION <br /> <br />2'x3'X06' <br />ALUM COLUMN <br /> <br />#10 X 5/8' HEX HD CORROSION RESIST ANT <br />METAL SCREw,wASHER&SEAL <br />APPROX 4' DC MAX. AS SHOwN ~ - - - I' - - <br />PO SCREwS /PANEL BOTH ENDS) I :b=061N4 1---<.-1_1 <br />ABOVE L=12' USE (5) SCRE\.,.'S/PANEL j <br />__~_ ______ ________ I IlI0x2 1/2' SMS ;., <br />I I @ 8' 0 C :-.L <br /> <br />y. u I ADD lX2 OPEN BACK @l <br />...- I INSIDE <br />:1 ALTERNATE CONSTRUCTION <br />\AL TE'<NATIVE FASTENING METHODI ALUM COLUMN DETAIL <br />FASTEN CAPRI CLIPS \JI I AL TERNATlVE TO 2x3 STUDS <br />\J/(2) IlIOx3/4' TECHS FOR CONVERSION OF <br />EACH FLANGE I EXISTING SCREEN ROOMS <br />-L-- wITH 2x2 STUDS <br />~x~2-A~ - - 2'x3-;-X04S~OLUMN - <br />EACH SIDE O'x3'X.04S' @' 4 CORNERS> <br />/ <br />( OR 0~~10R~epVE~ <br />I <br /> <br />I <br /> <br />"'1 <br /> <br />W <br />D::: <br />:::J <br />f- <br />U <br />:::J <br />D::: <br /> <br />3'x4'x032' COMPOSlTE PANEL <br />ROOF FASTEN \JI #14x4 1/2' <br />@l 12' DC. AT ENDS AND RAKES <br />OR <br />12'x3' x032' RISER PAN ROOF <br />FASTEN \JI (3) #IOx3/4' \JASHERI C.~.- <br />SEAL HD TECH SCRE~Se BOTH ENDS u <br />& 6' 0 C AT RAKE EDGES :: <br />y <br /> <br /> <br />f- <br />(/) <br /> <br />f- <br />(/) <br />o <br />I <br /> <br />_J <br /> <br />2'x3'X.04S' ALUMINUM COLUMN <br />NOTE: SEE AL TERNATE CONSTRUCTION DETAIL <br />USING lx2 OPEN BACK V/2X2 TUBE <br />SEE CONNECTION DETAIL FOR EITHER <br />VOOD OR CONCRETE DECK <br /> <br />2 1/2' X 1 1/2' RECEIVING CHANNEL <br />THRU BOLTED TO POST wITH <br />5/16-18 BOLTS FOR SIDE BEAM <br />CORROSION RESISTANT BOL TS, <br />wASHERS, NUTS- TYPICAL <br /> <br />3'xI2'x,032' <br /> <br /> <br />RISER2 <br /> <br />CONNECTION DETAIL OF <br />POST TO 2"x3" 5MB <br /> <br />GRADE <br /> <br />Vl <br />W <br />'" <br /><:: <br />> <br /> <br /> <br />'I: <br />~ <br />2'x3'x04S' I <br />I <br /> <br />- <br /> <br /> <br />.., C1YP1 <br />J . : I I <br /> <br />" ;z_~~O~TD~~~N'~ESI~Ti~;'II' _ONC. SLAB II' <br />2' MIN IMBE!JMENT ~ 24'HAX OC.-- <br />'i 2'x3'X045' " . TYPICAL <br />I- ru " DETAIL AT I <br />u " '------- POST TO SLAB ~ <br />~ r;. l'x3'x 04S' - - __ CONNECTION <br />~ ~CAULK BET\JEEN FRAME -- - <br />~ MEMBER AND HOST STRUCTURE ----- - - <br />ATTACH TO HOST STRUCTURE V - ) <br />t::;~lTH #10x3' LAG SeRE \JS i2' f\ '0\1) f~'0 D- ) I <br />~ o.c /1-)I5")D S" I <br /> <br />J31L\. ~~> I <br />CYf'-f D i '2 -1-1, lCt <br /> <br />I <br />I <br />I <br /> <br /> <br />SEE CONNECTION <br />DET AIL <br /> <br />~UX16"X16' <br />:ONC P,';D <br />~ EQUUIV <br /> <br /> <br />,'~ <br />--~"I- <br />S'HAX ~ ~_~-, P <br /> <br />TYPICAL / <br /> <br />ALUM KICK PLATE <br />2'x2' MIN SCREE,\j BEAM <br /> <br />';LU,M TERMITE <br />SHIELD @ <br />EACH PIER ' <br />8'x8'x8' /-/1. SC~~~'~ ROOM <br />JNC, BLOCK <br />OR EQUIV I <br /> <br /> <br />-.D <br /> <br />2'x3'x04S' <br /> <br />NOTE <br />AUGER ANCHOR @ EACH OUTSIDE <br />32' IMBEDMENT OF 36' A.UGC:::R ArKHCRI <br />SECURING PERIMITER GIRDERS <br />wITH ASTM#123-89'; STRAP DR EQUIV <br /> <br />I 3'X6'-B' <br />I PREHJNG <br /> <br />L J'x2'x04S' <br /> <br />TYPICAL <br />SIDE ELEVATION <br /> <br />ATTACHED SCREEN ROOM <br />WITH RISER PAN ROOF <br />OR COMPOSITE PANEL ROOF <br />ON DECK OR CONCRETE SLAB <br />MAY ALSO HAVE ACRYLIC OR VINYL "BLOW OUT" <br />WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEED <br />EXCEED 75 MPH, 3 SEC GUST <br /> <br />VARIOUS LENGTHS <br />UP TO 36' <br />FRONT ELEVATION <br />NOTE MAY ALSO BE CONSTRUCTED ON 3000PSI CONCRt::TE <br />SLAB 4' THICK VI 6x6/10-1O \';\.IM OVER 6 MIL POL YFILM <br />FIBER MESH IS ACCEPT ABLE AI_ TERNA TIVE TO \,/'~M <br />OVER CLEAN COMPACTED TERMITE TREATED SOIL, <br /> <br />SM,th D., <br /> <br />"JOTE NO Fo:J:E~ REQ'D :::XC:::oT \..IHEN ADDRESSII..JG ERROS10N <br />4' 3000 PSI Nm'1!NAL SLAB '..lID rOOTER M,ClY <br />3E USED ON LEVEL GROUND U::> TO SLOPES OF 1'/12' <br />H&\..I12'x12 cOR GRADE SLO,D[ GREATER THAN ;'/12'UP TO 2'/i2' <br />H. &\./=12'x16' . 'OF~ :iRADE SLOPES GREA TiC:R T[;N 2'/12' <br />NE\..I_SLABS TO rlAVE Ej-r;[R 6'X6'-lnOI.~10\J\" ~ <br />OR ,13ERMESri ~T/ I <br />"') ':"G I f'..EE~ <br /> <br />,\'~t( rC':NCE "536081 <br /> <br />Da.v;d \./ <br /> <br />D.W.SJ\..-IITH, F.E. <br />'LORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />Custom Home Plan Service <br />9909 'AlLASIDN DRIVE-DADE CITYJLDRIDA 33525 <br />P'Of:' U.5i:I.0865 ,AX, J5<.5ZHJll&7 [-!<JIll' 1"",,,17~g\t. "t <br />PASCO PERMIT SERVICE <br />SUZANNE BAHR 813-788-5314 <br /> <br />ATTACHED <br />SCREEN ROOM <br /> <br />SHEET OF <br /> <br />1 OF <br /> <br />: roereby ::er'tify 'th:.t j rove certOr"roed :.nd reViewed ~r"s plCr" :J.nCl "'olma <br />It 'to be In ::ococ.ionce With section 1609 Ot 'the Flor'dQ 3ul',d:r"g Code, 2004 edition <br />:J.nd ASCr:: 7-02 & sec1:ion R3Cl Dt F3CR 2004 <br /> <br /> <br />DA IE <br />12/12/05 <br /> <br />;>A;:(T ~o. <br /> <br />CH(CKED <br /> <br />SCRN -02LSb 1 <br />