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HomeMy WebLinkAboutBIN A-1 PERMIT 2000 ". ...-\,- .... ." ,f' .7. ~ .., :;~. ""~. ~ " ~ .- ~ ' , ~. '.. ~ I . .I ~ , i. '. I. . , ,. .\, . '\" " . ". ,,"", :t> c..~tf " ;[ ~ t ... , ..... I ..... 1 ~ ..... ~ ./" o QJ tn ... ;>> Q.) (.. ...... ~ ..... CO C\J ...... ...... ~ QJ c ~ U / ~ ;t; >- ex:: , ./" ..... CO , I ~ , - I ,ill +J U <;. .~ C: /. ~ , " IEEEI W ~ 00 DO DO I I , FRONT ELEVATION (A) ,1/4" 1 ' (TYPICAL) ." '. . -. ~ ,. EEE Ern o o o FRONT ELEVATION (B) EFT ELEVATION (A) 1 /8" 1 ' (TYPICAL) 12 ~5 ~ - 'v If) ~' ~l ~~ ~~ ~ ~4 I~ ^ .. ~~ '3~ ~~ ~ ,/1 ~ \"( 1~ ~ (\10 " ri ~ mI RE'AR ELEVATION (B) 1 /8" Il ][ ][ , 1/4" 1 ' ". ~ 1 ' m m mI 1 /8" 1 ' ELEVATION (A) {\J o ~ M . 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J ~.,.'t,,,' ,; , , . . 51'-'4"-~---'-'-~~ '--' -~~~-~. ~ .... ._-- - - '~':'''';-_':-~''''~-\9' ;" ..' '~ j, - '~,..t ~" .~ ~ r ...; . . )" ,lJ ""', i , if ~ .." {<; ',: ..' J ~:t .; . '" ~~-~~~~ -- - --._,-- -.-.........---- ,-- - -- --- - -~~~..:..:.--'. ~"---........: " ,-,' t. . ' . ~ :t ;' ~ " ~. :.., 'oJ .. - -, , ,c '. 14',-a. , '. ' 34 .$ . r '-.. {~~ ..' 1~ ~/. . f'l/ .- - I EDROOM #2 l1'-"~ t -~ ,.- At- :. W' - ~ 40llL . " .', " ~ ~, I , 'v " - 1/:' E EDRQOM #3 I SEE MASONRY I COlUMN !)ETAJL I '.; , .... U'?,f :l~'l .tfti ,- , 35 I _ , ,~ .. " .. : 7' -2" 7'-6" ..., k' ",', ',.,....../.' . , . '.i ", ..' . " . , ,. .~ 6'-4" 6'-4" I~ I 1" 12'-8" - t 14'-8" - ~ " 'FLOOR, PLAN . " AREAS ~. . . , LIVING GARAGE EN,\,RY . OPT, PORCH TOTA~ 2.107 S.F. UPDATE PER CODE 1.454 S.F, "418 S,ft, (J7, S.F, 168 S.F, . '{. ,~ (813) 7a~~9825 ... 'f;<,(';~,' ~It-...~~:", , - , , ,< , ~ ~ ~ ,,~~ , ), , .' ,MIN. 2.401 F'IB~LASS SHINGLES ovm 15 F(Lt ON 15l32- PLYW,ooO SHtATHING (1/2- 0,$.8.) OPTIO~L) ad COMMON NAILS 0 6 O.C. US? TA20, ~ SIMPSON E1A20 ^. ^ "'" ,~ OR SEMCO TAPR 216 0 EA. ENO EA. TRUSS Pf$1GN CRlTE~lA rac 1606. 110 MPH WINO SPEED EXPOSURE: CATEGORY - a ENCLOSED BUILDING CATEGORY 1.0 INTERNAL PRESSURE COEFIC1ENT :t.18 ASCE 1 TABLE 6-1 y(RTlCAL Rf:INfQ~EMENT IN BlOCK WAllS PROVIDE 15 BAAS EACH SIDE OF OPENINGS e' -0- OR GRt:ATER, AT ALL CORNERS, EACH END SHfARWAlL SEGMENTS, AND AS INDICATED ON ll11S PlAN HOOK ENOS MINIMUM 10" AND UP BAAS MINIMUM 19". FllL BAR CORES wm. CONCRETE. (XTERIOR ~tDIt-lG 1/2" HARDIOOARD OR r -111 SHEATI-fING NAIL W/ad CC 6" O.C. EDGES & 6- O.C. IN FlELOS EXJERIO~ PRE-HUNG DOORS 2X PT DOOR BUCK ATTACHED W/I4o CASE HARDS OR r-NAllS 0 .." O.C. SECURE PRE-HUNG DOOR UNIT TO PT W/(J) EQUALLY SPACED 2-1/2" (OR \.AAGER) SHEETROCK SCREWS ELE~TRICAL ElECTRICAL SYSTEMS /lS INDICATED ON TI-fESE PlANS ARE SCHEMAOO ONLY AND DESIGNS SHALL BE PREPARED IN ACCORDANCE WlTlf TliE NATIONAL ELECTRIC COOE (NEC). G.6JY'.GE DOOR fRAME GARAGE DOOR f/W.4E TO BE PT 2X6 8'-0" W/(J) 1/2"~ J BOLTS USING 2'" WASHERS & EVENLY SPACED ALOOO lENGllf. fRAME W&S ALL INTERIOR NON BEARING WALLS TO BE STO (OR BETTER). SPF OR HIGHER GRADE. ALL INTERIOR fRAMED BEARING WM..lS TO BE 12 SPF. ALL WOOD BEARING HOOERS TO BE 12 SYP (SIZES AS INDICATED ON FtOOR PlAN) NOTE: PRE-ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS SHALL BE DESIGNED AND CERTIf'lEO BY A STATE Of flORIDA REGISTERED PROFESSlIONAl ENGINEER AND SHAll BE ISSUED TO lliE ENGINEER Of RECORD fOR RE.VIf.W PRIOR TO INITIATION Of CONSTRUCTION. COMPONENT AND CLADDING SCHEDULE NOTED ON TliIS PlAN. ;5 . PRf'''::~NGINEERED TRUSSES o 24, O.C. BY OlliERS . . MIN.' R-22 ' INSULATION GENERAL NOTES " SOFFIT /f ACIA PER SPEC OVERHANG PER ElEVATION DRYWALL PER SPECS fUll PERIMETER BONO BEAM 8" CMU. 8- HIGH wi 1-15 CONT. 25- lAP CORNER aARs 15 VERTICAL FROM SLAB TO BONO BEAM 0 POURED CELL (SEE f'LOORPtAN FOR LOCATIONS) PRECAST UNTEL- POUR fULL (USE 15 If SPAN OVER 48-) ALUMINUM FRAME WINDOW (SIZE PER PlAN) (0 INSTALL PER MfG. APPROVED DETAILS WINDOW SILL PER SPEC. . , BUILDER NOTE: ALL ENGINEERED TRUSS DRAWINGS SHALL BE fURNISHED TO ENGINEER Of RECORD FOR RE\1f.W PRIOR TO START Of CONSTRUCTION PRECAST CONC. SILL .' MIN. 1/2" DRYWALL ON fOOTING DOWELS: 1 "X2- P.T. fURRING Wi 1-15 EMBED. 6- MIN. MIN. R-5 INSULATION INTO fiG. WI 90" HOOK BElWEEN FURRING w/ VAPOR BARRIER. HEADER aLOCK ~ "'" WALL BASE & FLOOR fiNISH FlNISH GRADE ~ "" _ PER_SPEC. -r 1-=111= = !I--llr-Il,- ~ :111 111_1 I V -111=~III--1 i ~ 1==11 F-=lll= . J ! 1--11 r · '.ml-III- ':. ' .... ',. 1'-111-- N - - -". l " '-1 - ,.. -::lll~-- -Ii . !t: : ,,:-:t -iTl- ~ -'-I ,.... -'II ~I' 8" X 16- fOOTING -~ 1'-4" _~ W/ (2) 15 CO NT. Z 2 6xe W1.4 x W1.4 OR flBERMESH . Ii) - . Q) ~ 8' WALL SCALE 1/2" SECTION l' -0" , t~ COMPONENTS AND CLADDING mc 2001 SECTION 1606.2 o COLUMN USE USP TA20, SIMPSON E1.A20 OR SEMCO TAPR 216 0 END OF TRUSS ROOF PITCH PER ELlVATION , >, . , C o M B8 EFfECTIVE NO. ZONE WiNO AREA 4 S,10 4 ~O 4 .s50 4 S,100 !S S,10 , 5 .s20 5 .s50 !S ~100 lYPICAL EXAMPlES 1/2 32, .1/2 JJ. 1/2 34, 22 1/2 35, 1/2 36, ALL SH 2_ SH 32-3.... 3-0 DOOR OR LESS C SH 35. 36. 6-0 OR 6-0 SGD D 8-0 SGD. 8~0 OHD 16-0 X 1-0 OHD < +18.5/-22.6 ONLY END ZONE OPENINGS WILL BE NOTED ON flOOR PlAN. THE MAX. DESIGN PRESSURE FOR THE GARAGE DOOR IS -22.6. A DESIGN WIND PRESSURE +21.8/-23.6 +20.8/-22.6 +19.5/-21.3 +18.5/-20.4 +21.8/-29.1 +20.8/ -21.2 +19.5/-2".6 +18.5/-22.6 8 'f (OPTIONAL) 8- PRECAST UNTEL w/ 15 CONTINUOUS SPAN aElWEEN COLS. . WI MIN. 8" BEARING SURfACE EACH END eN' W/1 COURSE 4- OR 8"X16- CMU KNOCKOUT W/ .1-15 CONT. POURED FULL W/ VERTICAL 15'S 0 COLS. INTO K.O. BLOCK TIE INTO FULL PERIMETER BONO BEAM Wi 25" lAP 0 CORNERS Vl ~ ~ ~ w A , .' .;' (2) 2X12 BEAMS ATTACH TO MASONRY COLUMN WI MASONRY PURUN HANGER: U~P HFM 3X10. SEMCO MPH-210'-2 OR SIMPSON WNP210-2 (OR (2) 2X12 SIZE) ANCHOR TRUSSES to BEAMS W/ SEMCO HCPRf, US? HCS OR SIMPSON H1 TRUSS TIE. CC 00 r. . . , , ., fOOTING DOWELS: ~ 2- 5 EMBED. 6- MIN. INTt fiG. w/ 90" HOOK 16- X 16- COLUMN 0 FRONT ENTRY PORCH WI ~3) 15 VERTICAL COLUMN HEIGHT PER LEYATION) ALTERNATE: 8X8 CMU COLUMN w/ (1) 15 REBAR ~ B fiNISH GRADE 12- X 24- PIER FOOTING Wi (2) 15 EACH WAY ". ~~.~.~.'~ ..::!: -.:. - -~ . '. '. . FlN. rLOOR MASONRY COLUMN DETAIL SCALE 1/2" - l' _011 2:500 P.S,I. flBERMESH (2) 1t5 REBAR (1) LAYER 6 MIL VISQUEEN MACHINE TAMPERED fiLL SOIL POISONED TREATED , ' : ~F' ~TEM, ROOf' DEAD lOAD - l' P.S.F. ROOF' LIVE lOAD - 2'01 P.~.f. ALL ROOF COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENGINEERING WI~t. BE SUPPlIED TO f'lEl.D INSPECTOR At TIME OF fRAMlN() INSPECTION (SEE TRUSS LAYOUT PROVIDEO). . ROOF SHEATlfING NAlUNG SCHEDULE F'OR 7/16- osa ROOF DECK, USE 8d CC NAILS SPACE 6" 0.0. At EOGES AND 6* O.C. IN flELOS AlL flASHING SHALL CONfORM TO fOC CODE REQUIREMENTS. fWOF: ~QVERING FIBERGLASS SHINGLES SECURED Wj(6) WJLS PER SHINGLE OVER 15# fELT OVER 1/16- ose ROOF DECK. PRODUCT MEETS ASTM 03161 PER f.e.C. FlASHING FlASHING SHALL BE GALVANIZED STEEL 0.0179 26 GA. (lINC COATED G90) NNlED 6" O.C. 0 EDGES OVER 15# FElT W/CLOSEO CUT VALLEY. WHERE VERTICAL WALLS MEET ROOf UNE, FUSH wi 4X5 L-flASHING NAILED 6- O.C. AND SECURED TO ASPHALT SHINGlE WIROO' CEMENT. ' TRUSS ANCHORS TRUSS TO BlOCK W/alL CALCULATED fOR WORst CASE SCENARIO (1) usP TA 20 (OR EQUAL) EACH END EACH TRUSS CONNECTED W/(10) 3d NAILS 0 EACH SlWP fOR (1) PLY OR HIP GIRDER\. USE (2) USP TA20 EACH END fOR (2) Pl,Y GIRDER USE (J) USP TA20 EACH END fOR GABLE ENO TRUSS, USE (1) US? TA20 OR EQUAL UNLESS NOTED OTliERWISE WI NPOWS ALL WINDOWS TEST~D AND APPROVED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD AND LABELED AS ,SUCH. WINDOWS INSTALLED PER MFG. INSTRUCTIONS fOR APPUCABLE DESIGN PRESSURE. WINOOWS SHALt.. BE ANCHOREO INTO STRUCTURAL SUBSTRATE WHERE BUCK llilCKNESS IS > 1-1/2". FOR Nf'( 2X 8UCK ST~IPS, ATTACH TO MASONRY W/14 CASE HARD OR T-NAlLS 0 ..- O.C. ALL MUlUONS SHALL CONFORM TO mc REQUIREMENTS Of 1.5 X THE DESIGN LOAD. CEIUNG 1/2" CEIUNG BOARD W/l-1/4- lYPE W SCREWS 12" O.C. (ASTM 1002) OR NAILED W/t-1/..- DRYWALL NAILS 0 r O.C. (ASTM C514). PU.CE BOARDS W/ lONG DIMENSION PERPENDICUlAR TO fRAMING. 11'-4" ,'-..- F-"__-"-'-r:-:-- _ _~~ ~~ ~_..-:.~ ___~'$.,.,...." -r<-~~~:.~>..-i;~'o 7~~:...."'.~~;--,:'-~;-T ~~:':i__~P;t~ ;.::- \...~ ~ .,.......~ l't )-J ,.'~~'~ "'~ltilr' "'''f1-ll'<,-:~''''''''\'''~' ~Jtf::;"..r...~ i (....~... ... . ~... 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'f {:.:,-;-.:~ '.: '..., ," . .'{ ,~ ...- OCJ., r t' I" " '. rT , ' , ~ ~ " , .. .. L .". ..''-, >' / ':., ': .' """ .",.1 ,~", '..,:' , j ",..' : '.' ~\; " '1 " ~ \I 'f ," 'f' \' " . ",< '.. r ,...> , 4 f' fil, --'j; ~} .. /'{c- _. h ~ @ =. dF ,(~,-~ . ~~ '-)(:; ,'~:--___ ___u____________,_~_~- I' Lo~ Q. ~~,', ~.,." ~ \-7-- " : t' 't' ,-~ U 'I' H ~F ~, , 1 I IJ .' <<> '",. ,,-," nOOR SLA.8 OF PlANT MIX CONCRETE 2500 P.S.I. 4- THICK W/ 6X6 10/10 GAUGE REINfORCING MAT wI MIN. 1- COVER. TERMITE TREATED SOIL ~ Wi VAPOR BARRIER OVER \() COMPACTED CLEAN FlLL FlBERMESH CONCRETE MAY SE USED IN PLA.CE Of MESH. +- DENOTES CONCRETE FlLlED CELL W/1 15 fROM fOUNDATION TO BONO BEAM (lYPlCAl) lliE BUilDER SHALL VERIfY THAT mE- fOUNOATION BEARING SOIL HAS A MINIMUM lOAD CARRYING OPACITY OF 2.000 POUNDS PER SQUARE fOOT. ..y-' ..". ---- HVAC SCHEMATIC ON~'" . -,,-' 3 'c l' ." ~ (0 .L c: : . , . ., 'ill . o .- I ill APPROXIMAtE GRADE . ~ I in (0 THICKENED EDGE c... j . TIIICKENED EDGE DETAIL .. - CONCRETE SLA.B ~ 1 W/ 6X~ #10 W.W.M. \ OR F1BERMESH - - .-.,,- - - -d- --:0-. I" "" <1 1 ~~N~~U~~~ ,,4 t 4 - (MIN. 3" CLR.) -+- ,-+-_ -,;..J 4 - ~-j:.,~ ALTeRNATE MONO FOOTE'R , , N o o ru ro L.O ~ - ...... d N >- ~ 0, ~ GIRDER TRUSS DOUBLE OR TRIPLE MEMBER ONE PIECE GIRDER HOLD DOWN-No. KM-1 (REPLACES HUGH(S SHA-6) UPUFi CAP.=8,OOO# MfG. ~ K.O. McDONALD PLANT CllY. rLORIDA 5/8" STUO ANCHOR MIN. EMBf:p. :a 2-1/4 il OR ANCHOR SYSTEM Wi MIN. 8,0001 SHEAR Ol Jt '0 '!.r 8 BONO BEAM W / (1) IS CONT. I I I fOOTING DOWELS: ~ 1-15 EMBED. 6- MIN. INTO fiG. W/ 90' HOOK " ,;:: I' . , 8- BONO BEAM WI 1-15 CONT. 8" CMU W/1-15 EACH CELL (POUR 2 CELLS) W/FiG DOWEL EACH POURED CELL 8- CMU W/(1) 35 EACH CELL (POOR (2) CELLS-CO NOT PENETRATE WEBS) NOTE: fOR 'GIRDERS WI 3,0001 OR LESS VPUfT - USE HUGHES LPTA'S ., EACH' END Of GIRDER. USE PER HUGHES CATALOG SPECS. SEE ENGINEERED TRUSS ORAWINGS fOR UPUFi ON TRUSSES. (2) 5/8-' x 3-1/2- DUAL BOLT STUO ANCHORS GIRDER TRUSS HOL~OWNS MASONRY -, 12'-8" '; 16' l' - ..~ . f--"J' -6-. ~ 6"'-"- 4' .. , " '- ~, ! ','~' .. , " I I, " 51'-4" , . ,,' ~ ~~ 3~ ?5j ~<( ",3 ......... 3 FOUNDATION PLAN 1/4 n, =:.1 ' \ TOP Of SLA.B GRADE r . z r.o3