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HomeMy WebLinkAbout2000 W 16 St Plans40'-0" 40'-0" 3'-8" 8'-0" 22'-4" g'�p^ 5'-0" 3'-0" 3'-7" 4'_0" 3',10" 4'-2" 4'-0" 3'-10" 3'e. 11 11-7" 5'-0" 6 _6' 11'-0" 12'-0" e. 42"x42»0)�" Conc. Slab —3a. I P5� —3ad IPsF — al► PSF — 00 25 S:H 25 SH ■ :............... ■ ... ■ ' ■ ..................,....... ■ ............ _......... ■ ■ v.L■ . ■ ={-= = ----=--- - - ---------------- A. m Q I LO zsss E9 55 " - n J �8: 1'_7�,r•.2,_��(( 12 ,6H. I n j In o P„ r•' — — M. BEDROOM I : I �; ■ , 8'-0" FLAT CLC. 2868: I^ a II r_3 IM71 I a `o - I 9 =10� I ... ■ & �� :1: 2'-8" -31 16'-6" 5' 10^ 16,_6.: 3' i .............. :: f j:...; 4 ;....... ::... He ......... ................. . I I .. I GGfs N Cq , / .d. I ■ 2p LO rd 2668 DAII'/ p... .... .............................................::::::::::::::::::::....::::::.......................... / I 6 =jH 8" 4 SH L! 8» . .... — KITCHEN 1 3'-51' o I 8'-0 FLAT : 2'-4 " 13'-21" ■ LL i i 4" PVC. ...::k'r a vz o Filled Cell w l- 5 / r I Rait9e , Reber Typ. : i : � :.............,;r.::=,..... 'i- N W � B8D0R00M " FLAT CLG. I in AC r ................:. : 00 rF- I .i li O zsss ....... - -- 0 of—y ll o '� _ _ __ 2668 o j kNo d I ......... -�- , - _ _ _ Y.:..p............................:• ; i'; I: I N- _ 1R&ISH I LF14�d,L9� io i ... i _ . • .: I I E ■ 1R&ISH � :....L.......... .} j....j.. •.......: :: 4' TH. GONCtZ'-TE SLAB. 25rL'C� P51 MIN W/ I : ' — _ — i 1 I :..................: �y N FIBEI iE5HOR&X6-IO110LUI.ME5HQUPPORTEDON I : N ¢ I — GREAT ROOM CAR FI�AT lo 1R&ISH •'1 - AGE U3 i .. , ; CHAIR5 ® 3' O.C. EIU, O� cR 6 MIL TRE B F4;RIEF: I : , O DO 8 -G FLAT •' •• CLEAN. COMPACTED, TERMIT= T ^ .: I + - - - I (Typ) ALL 5LA55 N ° A ll oe 6e : e V IiVtti of N » I F- �q - me 5o id I7 8n Y hqg e to tc minjmum 20 mm s d I I -10" 3'-54 c rE door I° -- = 0 1L �44 j; j I o house,p hays ;/i'I1�{sped,drywal BEDROOM rt, Grage celligg t4 be,5 type °'r ° IfI Rebar Typ. I' 2 ro m tb re is It 4 n a ace`abevo ara e 8'-0" FLAT CLO. I g P gy g ■ I 1` I I U) PPIy 2"x6" P:L'w/ 1/2 dla. x 8 I -'-------- --' I . O 2'70"9,9. w/ 2 j • , ,' ----- ----------- m 'I ------------ OI (max bolt ■ nchor 6 f & b a'her- o I ■ ■ 3t4�� M ■ I i <� 1 . - 16'-8LO " L A CALCULATIONS i -------------------- -------=----------------- Y),19 1617 , ---------- -- - -- 10' 4" i . r) ro Gar°ge 231 M ■ W ■ ■ ■ = ... = ---- ® ■ Y ■ ■ ■ ■ ■ Total 1748 36"x42„x312» 25 SH 5 25 SEH Cone. Slab -3`j 6 5� -30, PSF -39, PSF 3'-1” 3'-10" 5'-4" 3:-10" 5'-4" 3'-10" 3'-1" 2'-0" FS' -0" 1'-8" 5'-0" F� 1\C4 Ce.�\ ul s'-2" sl' -z" 1 - J i t'-0" 17'-4" RECORD COPY 40'-0„ - / 1 28'-4„ , 40'-0" G)+0 UNDATION PLAN FLOOR PLAN - t C13 1 /4" = 1'-0> REVIEWED WRCODE COMPLIANCE PLANS EXAMINE II DATE '5 REINF. BAR�II II IN. FLR w II 9 I�INF. BAR p > II II SANFORD BUILDING DIVISION Il 2 S CONT. II p II ICr° \ oo A PERMIT D SHALL BE CONSTRUED TO BE A If 3" COVEPAGE — - AUTHORITY TO VIOLATE, CANCEL, ALTER R SET LICENSE TO PROCEED WITH THE WORK AND NOTAS j•5 cortT !! L " MIN. (TYPICAL) — ° `" - 'j�'-' Q ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL s• coveRz�� - J) :� (D-� �> " '� cZ a5 CONT. ��-- _- CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT rncl rTrPlc.aL!\� -- 16„ I pa's CONT. THE BUILDING OFFICIAL FROM THEREAFTER fl �-4yT, AI 3" COVEPAG� - 3 _ REQUIRING A CORRECTION OF ERRORS IN PLANS, 'URGE CURB MIN.(TYPICAL) f X611 -�' CONSTRUCTION OR VIOLATIONS OF THIS CODE 1 STORY FOOTING JON -LOAD BEARING INT 1 1-S CORY FOOTING. 2 GARAGE:GURE 3 U'' ; @ ��TEP_DOWN FOOTER�c� i Gr�r DOGS �iLD/N e c SCALE: 1/2" =1'-0" 13CALE: 1/2" = 1'-0" ' ryry SANFORD # � � S. 0 TY Footings have been designed fora �F�nRrn�°fi soil bearing pressure of 2000 PSF NOTE:'iTHIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED TAE WIND�- 0 LOM REQUIRE1211TS OF THE 2010 FLORIDA BUILDING CODE REIIIDENT;AI, -_ 3➢ILOING AA P S_U..Hc: FOOT:.GE V.I.CUI,f.'1'IONS EDITION SECTION R301 DESIGN CRITERIA ADID INCLUDINGABCF ,'j-�,0, ARE UL, BY TIE r:kCHITECT/Dc,SICIlER. T.S. 1: WIND SPEED= 139 MPH ULTIMATE WIND SPEED V It AND lOEt•ID - CIlEHAL, PE- WILL 3EF7 140 RESPCIISI3ILTY ( L' ) FOR ACCURACY- EUITDER/Crit;ER TO. VERIFY THAT 2.'RISK CATEGORY 2 •L1 ne¢d: PG(1 1o.,n1.-ECSLneBi CONSTRUCTION TYPE- SINGLE FARM RESIDENCE(') 531:5„ 9.A,'434 - IFADOWEL T)W/S ED,APPLYNfEPDXY T cALc➢LATIDIIH ARE cCRRacT. 3. WIND EXPOSURE= CATEGORY c Altiamonta spit 9,,,4 32714 DI MP50N #ET) W/6' EMBEDOWEL DILL 3/4" 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED EUILDIAOS IS ,10 (IND ; (407) 521. 5�5", : DIAMETER HOLES FOR#SDOWELS. - HEIGHT 6 EXPOSURE MJUSTMENT COEFFICIENT Is z.qo - Fr.X (ao,7)s21-s43aFE C.040748' .. revisions: 1 date: drawn by: designed by: drawn by: mle checked by: dale: 06/24/2014 sheet: Al o�- 5 U J 0 J c) (1) 0 • :D �Um 0 x 0 L LL L O to N J _U 4- J C: U _j Q revisions: 1 date: drawn by: designed by: drawn by: mle checked by: dale: 06/24/2014 sheet: Al o�- 5 0 • :D 0 0 revisions: 1 date: drawn by: designed by: drawn by: mle checked by: dale: 06/24/2014 sheet: Al o�- 5 12 4 ABphplf Shingles ' 8'-0" TRUSS BEARWc j, 68" WIND. HGT. Stucco Over Block DLJ El❑ElF F.F. 3J�". Conc. Slab A FRONT ELEVATION JX,I - �,_Q, . Off—Ridge Vent 12 4 AsphaltShingles 8'-0" TRUSS BEARING 6'—B" WIND. HGT. _0 Stucco. Over Block R ELEVATION (D_�EA �.�. 1 Z _ 1'-0" Off—Ridge Vent Asphalt Shingles 8'-0" TRUSS BEARING 6'-8" WIND. HOT. Stucco Over Block 3'-0 _,-------------- ------371 CorLc_51ab C LEFT SIDE ELEVATION Z4„ _ _0„ Off—Ridge Vent Asphalt Shingles 8'-0" TRUSS BEARING „ 6'-8" WIND. HGT- -0' 3'-0" Stucco Over Block 3)1" Conic. Slab RIG{ I I SIDE ELEVATIOIN NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL J �II 1 — 0', EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10, 1.WIND SPEED= 139 MPR ULTIMATE WIND SPEED(VIIWAND 308M2H(Vasd) 2. RISK CATEGORY 2 ,. CONSTRUCTION TYPE- SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE= CATEGORY C 4,INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 A14D HEIGHT 6 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 E D/,yC ORDTI���a� 4-20'7. -I.�, en ed'Pcq�e sional n _ncei , Altamupte t 44. FL 32714 5557 ;:d'j4 •.vPE G04u748 . U vi 000. UUM o u - CJ .i. O O L0 r L: U 04r � J U Q 06 Z ®> 0 Q W ®, 0 W 0° � J rLL `� ca �� �o LL Z O U) O N revisions: date: drawn by: designed by: drawn by: mje checked by: date: 06/24/2014 sheet: A2 off- 5 NOTES: ELECTRICAL ('L.Af�I A 1 /41 _ 1 — U' 1. ALL OUTLETS LOCATED IN GARAGES, KITCHENS, BATHROOMS AND OUTDOORS TO BE GROUND FAULT CIRCUIT INTERRUPTERS (GFI). 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES .......................42" OUTLETS ........................ 14" TELEPHONE .................... 14" (UNLESS ABV COUNTERTOP) TELEVISION ......................14" LIGHTS ABV VANITIES.... 86" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL NON—GFI OUTLETS TO BE ON ARC FAULT INTERRUPTERS (AFCI). 5. UNLESS OTHERWISE NOTED, FAN/LIGHT KITS AND CEILING LIGHT PREWIRES TO BE CENTERED IN SPACE PROVIDED. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH ALL CURRENT NATIONAL, STATE, AND LOCAL STANDARDS, CODES, AND ORDINANCES. 7. EVERY BUILDING HAVING A FOSSIL FUEL BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 9. ELECTRICAL METER LOCATION TO BE DETERMINED BY OWNER, ELECTRICAL CONTRACTOR, AND POWER COMPANY AND IS ESTABLISHED IN THE FIELD. 10. LOCATION OF T\/'S, PHONES, SPEAKERS, VOLUME CONTROLS, AND SECURITY SYSTEM (.IF APPLICABLE) TO BE LOCATED BY THE STRUCTURED WIRING COMPANY. ALL DETEC'T'ORS SHALL BE SSNIOKE/CARBON NIONOXIDE COMBO ALL NON-GFI OUTLE'IS'1'0 BE ON ARC FAUL'P IN'FERUrTERS AND I.ANIPER PROOF GFI OU'I'LE'I'S OU'T'DOORS, GARAGES AND KI'FCf IEN/BATHS ALL ELECCRICAL'I'0 BE IN ACCORDANCE WI'I'F12008 NEC ' I'I LO jerlTO LIGHTS AND OUTLETS '10 L,:oo'CTO wH •© (y TO RANCE E:<TERIOR INTERIOF4 (ALIIr INIUF1 WIRING MAY 5EE SU5STITUT= PER LCCAL CODE 4/0 AL5ER (200AI'F) I y 2/0 ALSER (150.11-i P) YERIFI' SERVICE RCUIR=FIENT— M..111 r(1=7 ISI— .�DI°C DISC \J t� INT. D—ADD L PANES AS REq'D PANEI :(20 CIRCUITS) TYP. col7ao BOX—/ I TYF'. ELEC. PANEL U.G. SERVICE a I (30 CIRCUITS) PCmcr4 --�—•4 CROUND- (?) 5/5' ROD'6' DEEP T I FEI__ECTIRICAL RISER 1F -UC -RAN ELECTRICAL KEY I$ SINGLE POLE OUTLET �s DUPLEX CONVENIENCE OUTLET b DUPLEX OUTLET ABOVE COUNTER Wp WEATHERPROOF DUPLEX OUTLET GFI GROUND—FAULT CIRCUIT—INTERRUPTER �A DUPLEX OUTLET HALF—SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ®D OVERHEAD DUPLEX OAC ROUGH DUPLEX OUTLET ABOVE UPPER CABINETS I UCL FLUORESCENT UNDER CABINET LIGHTING f WALL SWITCH THREE-WAY SWITCH 4 FOUR-WAY SWITCH R RHEOSTAT SWITCH DM DIMMER SWITCH U REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT LIGHT FIXTURE K} WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN EXIT LIGHT EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT ® EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) c1I CHIMES �0PB PUSHBUTTON SWITCH sD SMOKE DEFECTOR /e ,"k- /�onoxia e CpMbo HD HEAT DETECTOR OT THERMOSTAT �s SPEAKER b TELEPHONE N COMPUTER ry TELEVISION �A ELECTRIC METER ELECTRIC PANEL CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) 7�i. ,ai)rn,.a i yla:, �r 4.9 w nro 11:jI,c1,;= a c nv a n cnlu�� .CF.a1,.,1+v111 baa icy Leri a c ari. Ic 1. :Fa chat, a:Nlcu o anLrl aaiccraet3111 •loV ical agalyma n„a y.ara In:<a11 re:�,y1a . al ...... _ac`ic.a. _1 c lcayi o aumbic o1a ri rnl yln� nna 1 NOTE: TWIS S'lliUCTURE RAS BEEN DESIGNED TO I'EET OR EXC ED 1Y.E HIND LOAD. 'QUIREMENIS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL ERLDITION SECTION R301 DESIGN CRITERIA PND INCLUDING PSCE7-10, 1. WIND SPEED= 139 14P11 ULTIMATE WIND SPEED(Vult)PND 10814.11R(Vasd) 2. RISK CATEGORY 2 CGNSTRUCTION TYPE= SINGLE FAMILY RESIDENCE(V) 3. WIND EXPOSURE= CATEGORY C 4. _NTERNAL PRESSURE COEFFICIENT FOR £NCLOSED BUILDINGS IS .18 P21D WEIGHT S EXPOSUP.E ADJUSIIdENT COEFFICIENT IS 1.40 �OILDiNc SANFORD OFpARTN`�� 2077 Lf Licensed PcoPessional Enyin,e .531'.5., S.R. 134 Altamc^te Sp.inys, FL 32714. (4,17)521-5557 _ FAX (:07) s ;'.-5434 PE 00407”", U 0 0 O Lo U) O LL U O Ur~ O O _ N J c) Z (TJ O J U Q z nj J U .o ry U W W W W LL U Q CO O O U) O N revisions: dale: - drawn by: designed by: drawn by: mje checked by: date: 06/24/2014 sheet: A3 o 5 Lif ITEL PLAN QUALITY PRQCA$T ,GQMPANY ` - I_-__ 'BTRONG,ON SERVICE P.O. Box 11 , N"n'don, Florida 33509-0011 TAMPA DISTRICT ORLANDO DISTRICT SPRINGHILL DISTRICT DISPATCH -.DISPATCH 'DISPATCH, ' '813;fi05.5fii5 Hillshorough 40l.g7(,jQQq Metro Orlando 352.798.2901 727.821,6227 Pinellas 388.2282112 Volusia - 863.425.3070 Polk - n -I 7'49' wtYw.gita ityprecc�st.com Rave! DISTRIOUTOR3',FOP; LOTr'S CONCRETE PRODUCTS, INC. COMMERCIAL, CONCRETE PRODUCTS, INC,/ WEKIWA CONCRETE PRODUCTS.; FL 509Z QUALITY PRCAST. CO... t; ', ,FL1415-RI . .. , 'r F`L'm 1774-Ri .. . TA5L= No. 13 ' GRAVIT7 4 UPLIFT 6AFE LOA05 TPLF) B' >i 16' pECE65 DOOR HEADER n<RC ipid4 LL <2 oMr� LN1C4 ., GRdNR SM_LOAp '.,.. ' �. LEN6IN 6FAY 91Z_ IlPO SOLIp XWIL SPECIFIED CONP-691TE LINTEL l7Ef-TH 15 THE NINIMUI ACCEF'TAC�LE- AN7, XTRA COURSES GF aLC7C}G A86VE LINTBC. ARE ACCEFTTABI,E AS LgNG AS aLL"•C0UFi5E5 ABOVE i'.0 LINTeLr'_AR1;,FILUIED UJ/Gf?OUT. HOWEVER, IF TOTAL'Cal`IPos�Trl INTEL EXCEEDS 4,8- DGF]TH APFLy U-aII OC< LINTEL W/() S EAitH 4I7 'L .14',HEIGHT 0' TABLE No.GRAY! rY, 4. , JPLIFr SAFE LOADB (PLr) , z 16' CalrOSITE LINTELS I> IX Na LNTEL' L—. -L A 5P%N L -M TIME NOTE: THIS STRUCTURE HAS 13EEN'DESIGNEED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE. 2010 FLORIDA W Aty S4 E WO „soup ailalrit'. pVal7 n -I 7'49' I••6' Rave! CONSTRUCTION TYPES SINGLE FAMILY RESIDENCE(V) 3, h'IPID EXPOSURE=, CATEGORY C +1 woo tt6 3'-6' .2'•2• .. Racmt ,: ,11009a n,3 4'-9' 2•.B• 'ROceeL t, ;IID¢m0 1r 0) L: U� LO o 961 -' H-5 4'-5' 1 3'.4'.. :Recast .;• {6414 n -b �.4' q'.9' 'Beast +6437 tt.l _ 5'•19' 4'.6' Recast ::. +5915 :' n-0 6'-4' S'•9'.' . Recast :. 4N5 H-9 6 6 5'•Y Rocwt 3934 M-19 3119. n -II l 6 6'.2'.. Precast.:. ,79n 21 I— W M-14 B 41 1'4' Racal!; J -- I (n M -Il 1 11 '.4- 101-0. Recall '': . .1455.:' M -IB Il -D' ,19'•0' Reusl..'� ..... - -1335 1144 , M-21 14'-D' R•-6'.. Precut..;. .. :.. x:1966., n -2i l 14'-6• D'•4'.. Reakeiae� CV +1234 -- M-23 IS'•4' ..14'•9'.. Rfu6eifetl 69 N 74 1 11•-4• : I6'-9• Railreaseid date: drawn by: M -i5 . 19.4'. IB':9' Rw4aflid 849 n26 J9 -D' IB.B' Rw6waed BR n•Z] 21'-a' 29'.9'.. Rwvasaed In M-29 J4.9' t]•H'. ResUeafed by: mje 649. checked by: date: 06/24/2014 TA5L= No. 13 ' GRAVIT7 4 UPLIFT 6AFE LOA05 TPLF) B' >i 16' pECE65 DOOR HEADER n<RC ipid4 LL <2 oMr� LN1C4 ., GRdNR SM_LOAp '.,.. ' �. LEN6IN 6FAY 91Z_ IlPO SOLIp XWIL SPECIFIED CONP-691TE LINTEL l7Ef-TH 15 THE NINIMUI ACCEF'TAC�LE- AN7, XTRA COURSES GF aLC7C}G A86VE LINTBC. ARE ACCEFTTABI,E AS LgNG AS aLL"•C0UFi5E5 ABOVE i'.0 LINTeLr'_AR1;,FILUIED UJ/Gf?OUT. HOWEVER, IF TOTAL'Cal`IPos�Trl INTEL EXCEEDS 4,8- DGF]TH APFLy U-aII OC< LINTEL W/() S EAitH 4I7 'L .14',HEIGHT UF() J 20 NOTE: THIS STRUCTURE HAS 13EEN'DESIGNEED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE. 2010 FLORIDA —_ BUILDING CODE RE$IDEtjY]AL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10,�� I. WIPID SPEED= 139 MPH ULTIMATE WIND / / 1__ SPEED(Vult)AND IDSM,P$(yead) 2. RISK CATEGORY 2 /-/' (` `T CONSTRUCTION TYPES SINGLE FAMILY RESIDENCE(V) 3, h'IPID EXPOSURE=, CATEGORY C • l\T S Chh'ny e - ` Li 43n9ed F f 4. INTERNAL PRESSURE COEFFICIENT' FOR ENCLOSED BUILDINGS IS .1AND HEIGHT 6 EXPOSURE ADJUSTMENT COEFFICIENT salonE al8 Sj7'.5.� D•R 434 gSnjc; Altamonte"Sp;Ant's, IS 1.40 'Sy 32714 (407'521-5357. ',: FAX(407)521-9434 �. ... _... ... .._ 'PE 0040748 O J J N _U N O Oom t. U)UCN o � u - U O O 1r 0) L: U� LO o CV -i Z O J J Q U 0 J Z I— W J -- I (n 0 t- LL Q 0 O CV revisions: date: drawn by: designed by: drawn by: mje checked by: date: 06/24/2014 sheet-, A4 aA LIMITING I -ICICI -ITS. OF 5R,105 It7N9 I IDNL• A D.G. -WACING ,e of KoG MAX MT, iid Ri]G 51W04}Wb At i'On Ore od"IS .9" KI&5 AT s•"CR Ha1FLMAlSRPN00'LIROHAIL E.MLvAUX rl-tATIC 1, General I.umher r - ' AT VUPPOTT[W FDa[9 ANO ELOCK016 ARD 6' O -M talx` F.I— oPaoor 4 AT IHIFPOR. W OEM AW 6' or- MD FUR Onm AF•F/ s OP Rcor L All luniber to be Southern Yellow Pine N0'2 with maximum coglent, U4 5FFUGE FIR, IG' TWO 12'-0' of moisture 19 %.'Exterior lumber to be Pressure Treated. 12' THREE 14' -Ob 2xg °_'oIJ F -RN FIND_ IG' THREE 13'-4' ST�1L5 MAy- 8E 2- 12' THREE 15'-O' 12iG SPKUGf FIR ' IG' tIONE • :• , q'-0' - '+,eG 5rRUGp FIR• Zs6 5f RUGE FIR IG• 12' Roof NAILING PATTERFI, Poor ZONE 1 - UeE ed RING SHANK RAILS AT 6' O.C. 6PACING (FEILD) Z1:L 5oUTHERN rWE• , _ o -b - t 2xd 50UTHERN PINE AND 4' O.C. AT SUPp�RTED [77GE6 H AT C. O.C. 6PACING (SUPPORTED FSJGF�) • , ,' ' 2x8 5FRUGE FIR + Footings have been designed for a . ZONE 2 -U6E ed RING SHANK NI -r • AND 6' O.C. AT FEILD PNEUhIATIC NAI HAY 00 U6ED IN LIEU OF ad RING SHANK NAIL6: id _ cD - - General-Fmuula(ion Notes : - i7 b SOIL Ue%�rlllg �XeSSUre O� 1.000 PSF. ' NAILED 4" O.C. AT EDeia6 AND 6' O.C. AT FEILD. 1 THREE 1 12 THREE 24'-0' ]. All concrete Blahs shall have a compressive s eggth pf not less Wa112500 PSI (SENCO 2-V4"X .131 AND PAeELODB 2-t/4'x .o3e BE, TA16(1PLY) 10 -IOD X 1-1/2" CONVENTIONAL FRAMING SPANS 1 ` •. SVACJ GA-I/N6 1805 Q 28 days. EXTERIoR WALL HAIL PATTERNr L PL -MOOD, (rrzLDI U6H ed NAIL6 AT 6' o.c. SPACING ¢ r, 1810 Slabs shall he reinforced with fiber mesh on 6 mil. vapor barrier Duet Glean (EDG-E) USE ad HAILS AT 4' O.C. 6PACING- (EXTERIOR WALL SHEATHING,) 6-16D compacted termite treated OII. HGUS26-2 y,eATwrn '.yeAFleRrlfale6 "2: Concrete footings shall have a compressives(reuglh of not less than 2500 PSI 2325 TGFR 2-1/2"X5"'nTEN 18 -SDS 1/4"X3" 5000 Q28 days - Gy e5v AjBOARD HAIUNG PATMIziN,ysaLOen 18-161) 3480 HTT22 1-518"XS"A.B. Reinfuicu footings with II 5 bars as indicated. All bars shall be deformed, and shall Use 5d RAILS AT `I" o.c• SPACING ABU44 1-5/8"X8" A.B. .uvm • 2200 e from rust and scale. confonu to ASTM designationA3 and be clean and free g p_ Lx _ `,, Splices shall overlap at least 25'. Alk f [d11•r '}D ba- ie 1-5/8"XS" A.B. 12-16D 2300 y rs 3. For concrete block walls provide concrete filled cells with i - Q 5 bar vertically sfg,./-I-�- LE 16114 r?U46T Qo 6PACE6 comic OUS from fooling to tie beam at all eunlers and where otherwise noted as per 5-81) OF sh6pt{"It11G 1a170Ut foundation plan. - Vi'atdooropenings. 4_ Extendslabl 4-81) 4-81) No wood grade stakes allowed UTS20 All Strapping Hardware To PT Lumber To Be Galy.-mized LIMITING I -ICICI -ITS. OF 5R,105 SIZE, i92 GRADE D.G. -WACING ,e of KoG MAX MT, '� 2x9 5?RUGE FIR IG' • NONE a' -o' 4%4 5i'RUGE FIR I6' OHP 10!-0' U4 5FFUGE FIR, IG' TWO 12'-0' 2x4 5rRUC@ FIR.. 12' THREE 14' -Ob 2xg °_'oIJ F -RN FIND_ IG' THREE 13'-4' 2x4 50VTHCRN rINd 12' THREE 15'-O' 12iG SPKUGf FIR ' IG' tIONE • :• , q'-0' - '+,eG 5rRUGp FIR• Zs6 5f RUGE FIR IG• 12' 19'-9' TE IG' -0' T:HF� Z1:L 5oUTHERN rWE• IG' E' IT' -0' 2xd 50UTHERN PINE i2' "THREE 19'-8' 2x8 5FRUGE FIR IG' THREE Z::6 5rREICE FIR , 4 • TI-IREE I Zx8 50UTHMN FIN@ W I THREE 12x8 50UTHE(N FBJE50UTHE.N FM 1 12 THREE 24'-0' . Connec-}-or Sc6.e�N.`e- . IIPII� AD AB k VF } as'cner5 22 -IOD 40133) - SPI 6-10D 410D 585 SP2 6-10D 6-10D 890 SP4 6-10D X 1-L2" 16-100 735 M'rS12 14 --IOD X 1412" 18 -IOD 1000 MTS20 14 -IOD X 1-112" 18 -IOD 1000 LSTA12 10 -IOD 8-I0D 805 LSTA24 18-16D 6 -IOD 1235 LSTA30 22-101) 13 -loll 1640 I. TA36 26 -IOD 6-10D 1640 MSTA36 26 -IOD -- -• :. '_`. 2050 BE, TA16(1PLY) 10 -IOD X 1-1/2" CONVENTIONAL FRAMING SPANS 1 ` •. SVACJ GA-I/N6 1805 i1ETA16(2PL)0 9-161) t` 1810 11US26 14-16D 6-16D 1550 HGUS26-2 20-16D 8-16D 2325 TGFR 2-1/2"X5"'nTEN 18 -SDS 1/4"X3" 5000 HTT16 1-5/8"X8" A.B. 18-161) 3480 HTT22 1-518"XS"A.B. 32 -IGD SINKERS 5250 ' ABU44 1-5/8"X8" A.B. 12-16D 2200 ABU66 1-5/8"XS" A.B. 12-16D 2300 y rs 2G-16d><2'L sfg,./-I-�- Sa9a 112.5 5-8D 5-81) 415 113 4-81) 4-81) 455 UTS20 24100'X1-1/2" 1450 A35'• 12-8D X 1-112" a T 5d COOLER NAILS OR GW6S4 e I" OC. 450 MGT 1-518"X8" A -B. 22 -IOD 3965 SPH4,SPI16,SPH8 12-101Q.X 1-1/2" 1 1360 ffylk8 /-7/ DIA. A.B. j, k3 83y.S 11GT-3 2-5/8" DIA. A.B. 16-100 10530 MBNA' 1-ATR3/4"X8"CT1tFa 18 -IOD 3145 MBHA(11=7114") 1-ATR3/4"X8'��Fo�P-yn 18 -IOD 1885 HTSMI6- 4-1/4"X21/4"T IGEN 8-I0D 1175 HUC412TT 16-3/16"X2114" TUEN 6 -IOD 1125 MSTAM36 8-1141IX2/1411T1TEN 13 -loll 1870 HUC612TF 16-3/16"X2114" TrIEN 6-10D 1125 DTC 4-81) 2-8D — -- -• :. '_`. .' - BZW 1O � ',"44,Nf TO' ®S UG.0 Arl • - _ , 6J6//G'�AGTUK E.L7 Jrf G/f/G/f Ti;.INI ' CONVENTIONAL FRAMING SPANS 1 ` •. SVACJ GA-I/N6 =-) b „ ., %'K P z` L(✓� ¢J` iC TAPGaAt y (1j) 1.1AX SPAN 24'11-C.- 1J — T.Vyt£ra✓G J ST/•I (GCT E-. � RAFTER SPAN; CEILNlG JOISTS FLnDN JOISTS - NCLGOry .y r..4 . OOO,C 2%6 ra-ar_ 14'9' WD( SPANd ,:='a;:• - _..__.. ...... _ 2X1 12' 0.0 93' NA% SPAN 2%12 12'IM 23.4. 14AX SPAN PX6 16'aC 13'5'. IIAX SPAN 2,1 16• aL D•7' NA% SPAN • a , i1 242 16'aC 262' 7rAX SPAN 2X6 24710 11'9' SHA% SPAN 2X1 24' LIE. 7'3' HAX SPN1 2%12 a4'0.C, 16'6• MAX SPAN ' 2Xe 12'O.0 19'6' NAX,SPAN 2%6 12' D.C. N79. nAX SPAN 2X10 12'0.0 19'11• Hq� y Spptj — ' 2%a I6•aC 17'9' HA% SPAN 2%6 I6' D.0 12.11' 71A% SPAN 2%10 16'aC 2%a 24'aC 13'z• HA% SPAN 2xfi 24' aLdD'6' HA% SPAN 2%10 24•aC 14'1' HA% SPAN • - ¢ EL6'L4"11OT1 r SvEt'-7 P kg [N VOURffD CELL- - 2%I4 12'n.0 24.10• NA% SPAN 2x4 12' RC. 19'2' NAX SPAN // /' /F IF/ '7'-S4IOYIN OttQFLoo1Z1'W4• =a N"U r- 22'1' NA% SPAN 2%D I6• NL /Y/ 16'7' HA% SPA•! 74 q 2%10 24'ar NPI- HA% SPAN 2X0 E4• aC 13'7. K%X SPAN .. _ . 2X1212'aC 26.0• 16'0-MHA%'SPAN 2%10 12• aC 22'9• HAX SPAN 1+'!200,ST000 .—'-7 �, K!/%✓(/D LV �/s "ueVJY/GG i / 2%12 16.O. 26'0' MA% SPAN E%10 16• Or. 19'9' "a SPAM--�'-,,— /, T. /xIV/,VV/1v64G.0 AN:A�. 2x12 -VU-1--VU-1-21'4' !N% SPAN 2X14 24' aC 16'1• HAX SPAN T/ A%150,4`.LY i`�C•j� MA-�p - I+ITITEt AL7. SPANS BASED ON 02 5DUrrIEAN YEU.nV PINE DESIG`I LOA05 4F E0 PSF LIVE IN as C -S- -a 14 PSF-DEAli LO . .. YOUieG-D U,6L1.,IF -4 N co . I ��= t'1 -X41•!- rrX zxr WIPO ✓k.Mro 11 JTuc�o : /vire I d6dcx w/ h"/X 8'L J. f. dl.lrf DGOlE1• LAPi' TA. ex--- WTM�UtAL1.1� - T2 /M 4 G09m` R AU 1.,4P3 2040L iut�n > 5 PTICT, Bar- C"Comer Gat�tinu�t of• an - rf�l, ti fbowt, L�. 15eam and Wes II Rel nforMl,� t6T4lID4tof7 D jG1 -! ":"moi — 4= • b s_y �_---- e-0 Ae- IN C&142=0 • � 2X� RIDCvti- �.,;--A362o,c_l•LS�ae-'tyPica-\ 1Xb F2/1�iEt`.:E ' j •Akrie-.: r?.��,e.'cn m 2' c7-±✓. tip • 1 ��� �` • • I � �, n1E: b0. �'. r j Ct1Al40tfl.p `e'1��F --lig - i Folscmw-L.ir' L--2Xii, Cul -LAR THE AT r� Fr tlU.l=66 c2. i 11 c?.G. *14..iL iv!3-10D Moorrtcv v+s le L$ I'. NOT Finamu NAILS E7AC-H EV 116 1T �o kcj) rV,. op 14 • -11 low T-McLel, P.E, Dill boar w naponsibali[y for ces Q— —fa-­ Me avv in lrvaseLVL dign or £at. T� ane ator I"ia sc�nre a I I.. � manb u ldnr aid the e eaetnre= a e to trnse r x .plays andd veu£y all dimensions, spans, pitnhd and quanta ties bcs ma.dYacta= end shall rnPnr eny quo at -oo 0 lvadan9 v design to the ev4lneer £ r rd n ; EILL DENOTE -a PIP DETAIL DENOTES ."IPE,. PASSING THROUGH PASSING THROUGH 'FOOTING STEM WALL GROUTED SOLID• SLEEVE SHALL BE AROUND PIPE 2 SIZES LARGER THAN SLEEVE Q� SLEEVE SHALL BE PIPE ES APASSING TH7,HA H 2 SRES LARGER THAN 7 \PIPE PASSING. THROUGH / • I COMP. 5HIN6LE8 OVER 15• FELT 'rA GN 1/16' CDx oR o9B MiK /9STr1l Wil? 6 ,R 3o. MIN. IN5(JLATIoN PRE-"ft4EERED TRU50014', O.C.W/HURRICANE MC Hsi lr CN EA TFUS5. REE TfaJ•58. LAYGUT FOR TT IE 4 MA 4-F, PROVIDE BUILD. PAPER OR STEEL PLATE BETLLEEN VARIES TR1189 4 C1-I1J, - SEE ELEV. '• ' t a T 5d COOLER NAILS OR GW6S4 e I" OC. SEE FOUNDATION,, PL AN 1 7H1cii ENED VC T 677. - ' FOR,REBAR QUANTITY SLAB UN➢ER ~•� SD'FF/T t FILLED BEND 6EAM W41-9 '-0' CONT. W/25 8F,LicE OrrL Y5 REBAR WITHIN FOOTING �� li ` CONCRETE FOOTER W/ 30' MIN. SPLICE OVERLAP (SEE FOUNDATION PLAN U_ N O O P. FDR OPENIMCa3 • FOR SIZE) CEMENT TEXTURED IR' GT'P,BOARD OYER TYPiCA,L FOOTING DETAIL F11418HIX0. '' 314'P.T.Pi1RFJr4� O d U' Pew Eney (C~jc5y WINDOW . . .. OR FIXED GLASS UJ�If�. ' SILL O LO C N J FIRE -CAST 51L.Lef. R o' a' Crib. � M Z v 4" CGNC. 81145 W/ FIBER-IEBH J Q OR (.x6 0.11.1'1 OVER 6M VISGL 0 O' -P)" FIK FL. t` ` FINISH G E co III ' ' 7 III .:,I •'r a' I I I—I II I' C5 n LU n t• W W W W W W W W W W W W W n W e. Unless Noted Otherwise: 7 -L-Us e BETA16 C.M.U. To Trusses, It I6' I I_I CLEPN,GGMPACTED TTP. I6'x 20 MOND. I FOOTER W/2-�4 T E1� IITE Thc6MC) I [I I I. I I ► , FILL a,Usef3US26AsIPly Hanger And HGUS26-2 As2Ply -hanger RODCG•lT. _ 3, All Exterior Walls To Be treated As Beairing Walls. otiE BTfJlg1 8 e pLQCjCi WALL 9EGT, 4, If A Lintel Strap Is Missed, Apply (1) HIICSM16 w/ (4)114" x 21/4" h10N0( iTFIIV^ Tapcons For 1,175 Lbs Upliff And (2)HT 3M16 for 2,350 Lbs Uplift D J� .Provide IUP Roof Deck Support Per AIPA Guidelines * KrT4, HTT5, MGT w/ 518" Diameter A.• B. w/6" Embedment All Strapping Hardware To PT Lumber T'o Be Galvanized Design Requirements! 1. Live loads for floors, dadwomminWo is ,t10 PSF 1, Live -load for roof is 20 PSF p -- ILD = . • W 40QN RO' Plenlclty, Florida, 33587 Phoma:. 013 9011900 Fat B13 3011301 '. A03 gaapy� "•:hbnaer vd Ybepawiv"Y�"�)o0w�.§gmnRF Wq, e'�ic M'm'bMab"d gWvo*mldeRun n h a ' ' 40'-0" ', ' A) as roe. my nh.�am.enaw,.a,.ammmum mrm.hdoYanmbY. Gam �Amtlrrtr,�IDL, dOY dnh NiY�"'tldtl„�"i.n.' wiwM,bY oniW. ':deaa"1v3 Y�md.aldya crowrb orodaawda tro wmmgmmai nYyro b Tpal ro'1' _0 ae'.. h tlrcnmudim da�n"N, b tl" H) Gsia.l hl,a.d,.� Ttu 6vltdaM.ATrani woarro nrmn,a,�ne.mm«vwoti:da: pdsmtlm torn umYdmeropw WuaiwYSap'tmhb a�r+d aM num,bbm4u Eow- =arome 1. 21n1 Msn...NproHpwA botme[11rvdPhhhmgpd-dtm, 'ad htl NEM Radddda. roWmbY51.T evlrgtMrvvmtw ' IBeaW °k57 �Y9mdhm YWmV �tl dewW OM..PV) pus �u�p "'raCmm,Ydq 6 kgpm byMrluld l.nN �.Np•®,b: ].I AHu�pm ;.' j0.)sy omvv�'Yp�m Mpd t, dJmm'�.�d�pm�Twa i Isdn arp.e�waNJa�a, b.an•P•r4 rod wpb®am C10A04a OAw Tlrodbd Wiw.1 Rm M�luv tlagn oambMW mbbYw• -.... 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Om n Cep Cvi'a'nr WA Q,•nluiqm1T WBid BP^o4/E7ewat 1rA mph (Eq.0 ( Ox L14 Huh 1 MahO jlaliM '512 ] . tam5ors .22VD.0w*. C4 -d,4 :4(L00) ' SQ xaa lcMT-) Endaeed (1 ale) 66y E,pos,4b Wid i .. .,:: Dare] Ereosadto wind • C7 r4re�.Net• O e�.Nitr • f� Bq. Not.. 0 eta. !tot && N9t (� eta. Nit. _ N-Bm.Wel] •waea'+a00tb4^9snapFleknpanmr 8 ' abnpum O NOU52&2 5V1LD/AIG, 64.9-T].O O 'patWam.tae pt pr wYamYrniu./r ah WLt'Je.V m.udQe �'d WUvrq SAJOR s , •,,, otlmtlweetbm"Ylmroiwe.m....�.ma.we.at�d.,wwd r7a.. ; } OMt F^m°„aY4.tJ.a� o,P-mm+alW erU G�mv.. it -8 ' � Clbnt AU. -IN CONSRiUCIION "i PmIaU; CUBTCM MOME,. Addreee: 2000 W wh STREET SAN OM FL Truss Technician if N ! )x om To' x�m i RT4aC 'h 9y , Jmroe Jmaa -. r 91roe14 i ae 1 bb! : 0918750Q •' - ;)TE: THIS STRUCTUREEXCEED-- - Nl its" BEEN DESIGNED TO E OR ME T THE -_IPtrm LOAD AE VIREMENTS O r , L 4 F THE 2010 FLORIDA BUILDING CODE AESIDENT7Ar, --` M:)ITION SF.CTID14 8301 DESIGN CRITERIA AHI) INCLUDING AD[E 7-10. - 7 L„ 'Z -�r 17- i,. HIM SPEED= 139 1 H ULT114ATE HIND SPEED(Velt)AND loleva(vanil) 2„ RISK CATEGORY 2 .. •S CONSTRUCTION TYPE- SINGLE FAHILY RESIDENCE (]•' Cher 1. �. Lfaaa YdEnginoer, 3 .. WIND E%POS[EXPOSURE- CATEGORY C '11-�aicnal531' S S.": 434 4,. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .IB AND Alta •�:nto Springs, FL 32714 TROXGUT S EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 .(407)521-5557 :-.•FAX(407)521-5434 ..;PE 0040748 J J '-0' GHG U_ N O O P. U L7 U JUIN O d U' O O LO C N J o' Cl � M Z C3 J Q 0 G t` III LU ,� n LU n n LU C5 n LU n t• W W W W W W W W W W W W W n W n D F— D _ A08 A06 p � AnA W C9 oc al A03 0 A02 Q _A01 N i I [-- O_DD SPACE A02 - ,N -- A03 Z 0 v'fi'nn J A04 4 . [ N A05 revisions: dale: drawn by: A07 1 '.T I a fiE T411(,a l I L - ODD SPACE, Zi B0 o �IIj [_ B02 w_ n drawn by: checked by; C date: w w W I 4 5 O� 5 5 - CSS h _ C_1 '3 w w iL w w w W w F U U 12'-2" ' 7ft'-d" A) as roe. my nh.�am.enaw,.a,.ammmum mrm.hdoYanmbY. 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