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HomeMy WebLinkAbout401 W Seminole Blvd Bldgs C, G & H1`�Clcz�v cn7o,sxm FORD psmMzTmMUc:Tzom �pplicaliorl !; 0 9- i SubmintalU ,908 11 l4kn—ie District: Pal-eel ID: of ser'. icz 13 Gas L=s Numbing Ne%� Commercial plumbia- Repair Flood Zone _ i FENI.k form required I Construction T% pe of Srories: (if D\% elliall L nits Contractor: Z_�g Mort-a-e Lender: Address- Plan Re%ie�% Contact Pervin: Aca w meet tandardsof all '!a%k i regulating conscructivii in tliu jurisdiction. I undeisiand that 1 pcnmt and that %!1I he perforined wnimicti.m.ind zoning. ^.o 'Ile ^,..=^/.'� t k, Due o,u o/ '' 0:1w a — m: .~~ AV ~ �'-p�,'u:��^o`��` `._ ^--,./. `--.---'- ---__-_'� FJ CITY OF SANFORD PERMIT APPLICATION 808 Submittal Dale: Gly M'aluo of 11 �r " Joh - lddresl:1�. - Parcel [D. tic • p . ©�'�a���rj� LrlDrtt;; IJicrnriC [ti�try'lt� _ —. �� *1�7 '1 d Square Footage'. — Descript ion of\ \orR: ..... ............................... ...................� ...........a .............. 0.....n;`ln rin• =•(] ....Fire Spr;:tkier \+art» ❑ P.:,,i p S:_��t ❑ Pcrmit I%pc: [3w!L!:; G:":tri —i �!c ` +.rnl_ti Electrical S.:r-. IT -\J'i:uvn V nit ;ol; ❑ Caanz! of Beni,:: ❑ Tcu':pUrar. Pole ❑ \.fir ❑ 't IJU�[ L .+Ut 1' + & 'Eriz -g" Cal,- R4+ll :4 t Mechanical. K�,i��nl: ;. ❑ \;:r: - ?��i {cll!:.r ❑ 1�. i t�cr.cr[ ❑ _. t1 ,ter Plumbing Ne %% Commercial S. Se,., er Lin,,- _. ,t Gas LmLs - -- — 14 l: _ it--r C _ -- -- Plumbing Repair - Plumbing `as Residenria R ,1,!ent ;ai ❑ C�nut: r rai ❑ Uceup:tnc,'L}pe R'_ rdatr,tl 13 C' h' uima! [3 Occupanc. LseGroup(s): --_------.------ = of Du eililn� L nits Flood Zone , FE�ta form required) Construction T% Pe s of Stories: - - -- - -- ........................ ........!....................... ..................� ........ ... j.. +. .......................i� Contractor: �rt c J v K i Ti.,� c '1L • .—. Properts er: Phone —_.. -- _ - - -- E -mail: _— — -- — Phone: f9' P'f iy °i�S'Zate License Number: >Lort -a ae Bonding onyant � •� j' _ -- -- L. C- ender: ' t' -kddress" Address -- ----___—. - _ - - - - -y - - -- — Phone: Archirect;Faglineer J ' — Fat: Address .4 I�' -- -- Plan Re%ie%% Contact Persan:. it., ina;Lawn.ls d:Catd. I cetil' tha no s xk r maailauon h:u .ommenced pnor to the mad :o ,ht.m er,nu to I ;auantc of a;xnnu and ;hat ill :�: t =. a!n he perf,•nned w meet ,tandards of all la:, i ra_ulaun•_ ,:onatvcuan in fills Junsdit non. [ undelatand that t eLtdratt [: Writ must be secured ri:r El L' 12!t \! \\ r)':t . PLt \1i31`•ii. SIL;�S. A EU S Pill)[ S. FI.R` \CI'S. BOIL FIRS. HEXTEERi- f \`KS. and \IR Cl1v1_)ITI0\I:RS. _tc .,f the 1,01: g.'ln_ mr�:rmiltion ,s icmratc and that 111 .,•,r will he dollC :n Crnnphanc .snh all tpElic.ibl laua rc•atdatlrn� .on;tr.lcti•m ind toninv 1tttlt FaILLI:C rU Rc:L ;RD \ W!!L (A CU \1 \IE�CL \lF� \I \1 RLSLLf IN V0LR PA"iING 1'%%XE FOR I \IPRC)? F\Ilt.`.iS I ) Yr)L R PR.IP!.RT'i \ `0IIC[. OF l "U \i`.[E`:CL. \li `i \I',- ST BE RECORDED \ND Pi )S TED U\ rl[E 1013 SITL B[FORL THE FIRST I \S ?IY Tit.)4 iF 5t)L I�TF\D T +t U)3f \ ;� FI`• \NCI`,G. CO`il LT `•\ITi! Y01 R ['_F\1FR ()R \� \rTORNF% 3FFtiRF. Rl'(- ORr)t`G lilt R \t) rli E01 `.Lr l it ! In add, •:c t It ic:P.lr_nrcrt, ,t :it:� , a:rat.:huc m.l} ar'dtumlal resln..t:un, 1ppil'aric :� :L:; pt.a +err. th.11 :u.r. be tmmd :tt the pt:hhc reu +r,l, of thl; :trl:nt• lid +her:.r..r. h: u1.Ltlrm,,i Penn its r_ipursI :Togs [the, ,.++enimencti _rtroc; ;uC!1 .ts s.ner :oanagenunt .it;rn r. state agenele;. or telle,al tQenue; at:on :hm i�\s Ili m:"!" 'the •,.,,IC:.•r' +he pr.,t:e„• tl, u f Flr`I .r t ,en i .r, F * ' 1 i -- -- Dalc �l_TW.II_d:}i t : Llra: • + -, ,_.;,• rte \ =Cnt��� I %.u; "-A ? )UU 607606 R. V !� •, ^. 9.1,° !l :. .n -' \ie '1 t .)F:tl i.i 9 \_elll ._ .--- i�.• /, �// ^•. .. C STAI F\t I Li[ ilr : �. CITY OF SANf'ORD, PERMIT APPLICATION c„�• �;y`�4 \�` -'�' fG T .�Q, I ,,,:, j Subinittal Dare: z10 / B \pplication x -.- - ._�' "f,'''.,, wv © �/ 1'alue of 14 ark; — joh >ddresi:. N G N - 2�,y� Lrintlh{ — iJicrnrit Oijt[il[' F�****7 C Square Foota,,:: — Desert plion of \f ork: ................... ........... a, ......`i....r........P!xll!?!n, ❑ ....FireSpr:nklrr aitirin ❑ P.:%,i ❑ S; t ❑ Permit I\ PC: Bw!d: Fi:�trt...t, \.: .ttu.,a ❑ Electrical. `•:. S.r'•: %c ' 't'•\IP� _._-- -_ - --- �J.:u�+t \!t.ral ;, ty ❑ Cltln�e.,f Scn:�� ❑ T_lt:p+:ran P•�it ❑ \�tt [I . ifhri( L 1' „'u( & Enz-z Cain R,qu)r_J1 :IL'l`11aIllC:1�- i(,:%:%;t:it(:1: ❑ `i:1� -t \��i a!i3.1' ❑ !;.:� tl,:r:r.�li( ❑ _ Plumbing let% Commercial \ ater . Sa'.%er Line,_ _ —. _ -,r Gas L:ncs Plumbing '%e%% Rrsitienria1: it --r C l::> ;; _ -- _- Plumhin; 03 Repair •- R::,iJcnuai ❑ Colnn:cr ui Occupanc %'[}pc-R: idcti:i.tt ❑ ct-tav lrJt.ima; ❑ Occupanc%LseGroup(s): --_------.------ a of Sruries: = of Dt%elling L nits' Flood Zone r FE>l:\ form required I T% Construction %p%' - -- - -- -- . ............................... ....... ............................... • • �� '...� Contractor: / rr C J Cv o i f�N c 'f- • ,� -.� — Properr\ ()%%ner: G�^��.•� �C'�„ f`,,— r.- Phone _ --_ _-- ___ - -_ Email: _� __ _ Plione:[A:1--6`iy lff 56te License Mortgage Lender: Nddress• addres; — Arc!tit'eculFrigineer A7 ' �"t`'7L =' l' "�` =� Fae: Address — —_� � ,�'1 Phone: -.1-7 — 0M E Plan Re%ie%% Contact Person:. /A V• 1/0 410 \ppitc:a:un :, i m.b% nude :o jbt.t:n a pern%tt to it., El-w .n:, ind m,,ali•:ttuns as m,hcatcd. t XM :. that n.) .aork cr tr•,tailation ha, :omnienced onor to the u,unncc aC� penmi and gat t11 ,%n +'. -.:%al he performed to meet >tandards of all !.a,%i re_ul.,un_ ;,onstrucnun m :h!»unsdictu,n. I understand that 1 sc:pat to permit must be iecured ri:r El r t i Rlc' 1: t. t)R6;. PL I \I l`:(r. SI(itS.1\ FLI ; Pt�tli S. FLR` \i L S. BOIL FRS. HF aTFKi- T \ \i:S. and \IR Cnv ^ITtt)�ERS. ctc i \i ! iU \'t! I l ..rn:; ;h•u as .,i the ':,te_.'m_ Infol-,:ui,,n ti .n :u:ue anti That alt .%•+rk %%dl it,: d,m :n compit:utcc ,%nh all ippiie:ible Ian, regulating, amstr.,cti•m .and tonma UI- CUMMENcEME`1 \I \1 Rc:;LLi 1\ WLR P:\11`C; T'%\((h FUi( I ?.!: ^RC)lF\Ilt`•iS Ir) 1'`)l 2 'itJl'LRT'i \ \iiIlCL. i)P C'U\l�.[ %tiCl. \li MI-ST (;r RECORDED \ \D POST =1) U\ TI(E JOB SITE- BEFORE THE FIRST !�SPf C T!t.)V it YOL iNr1=`D T't i)Rr \;N Fi`• \NCItiG. Ct)`il LT yllTil Ytii R t_'r.`DER oil \N \CTt)R�EI BFr:.+RF. RF('ORD(\r \(lt R \t) rii \t 1 it 1 ht .nida,• r.:.• ihr ie:P.utGilic[ t, t ii?!, i a:,at. iliac m•+ :. �e acid ours tl rc,tn t:un, appit�.d:ie :u :h:s ploperr.:h.n nra:. he fin.nd m ilia tu:oiw rec.rc,h �f tht; :ncni +r.,1 :her% .ra•. Fe id•:i!u,n.d Penn![; r i(un•td tY, in xhe, ;,,' eromental :nnnei ;uch ai %.iicr :n.inagelneni .hNwci,. ;tie .le_m ter. or fecleial itzeni-ie; .%cli not'C} tie n„ ae: ,,r -tie pr.q:el1• h, a :... -,t i {r t -i -% -E =1 i - -' ; \.urn: - - Pit�ramnc:u \atnt nmt > ti D.1 :e Si, ^,.+n,r_ ,, \:.yar. -`ra:e .,f Florda i l tt. ^G t, aer 2? eiu 60760, ^ ( ontl i, lot \gent n b SAI POINTE AT LAKE MONROE Apartments EXTERIOR REPAIRS 401 W BEMINOLE BLVD BANFORE>, FLORIE>A 32771 Tel= (407) 322 -1051 SCOPE OF WORK: - REPAIR 4 REMOVAL OF DAMAGED STRUCTURAL FRAMING DUE TO WATER 4 TERMITE DAMAGE ddmk F mm I Ic P '� (yil'�i�j ,gin: " D SITE MAP PERMIT # ®c( - �� 3 DATE: ZZ • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: PENCO CONSTRUCTION CO. OF ORLANDO, INC. 1730, SOUTH BUMBY AVE. ORLANDO, FLORIDA 32806 Tel: (407) 898 -9896 Fax: (407) 898 -7898 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS *FLORIDA BUILDING CODE (FBC) EXISTING BUILDING 2004 • 2004 FLORIDA FIRE PREVENTION CODE •NATIONAL ELECTRICAL CODE (NEC) — 2005 EDITION -ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL. GROUP • R2 CONSTRUCTION TYPE — V —B • MIN. INTERIOR FINISH — CLASS —B • BASIC WIND SPEED — 120 MPH (M /S) ABV. ABOVE LAV. LAVATORY rc A AIR CONDITIONING LUM. LUMINOUS AD]. ADJUSTABLE M.C. MEDICINE- CABR.TT ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED c L cENTEa 1rnE MTL METAL CAB. CABINET N.T.S. NOTTOSCALE CLG. CEILING O.C. ON CENTER CUR CLEAR PL PROPERTY LINE cONC. CONCRETE r.B. PUSHBUTTON CPC CARPIST rH. PHONE C.T. CERAMICTILE PLT. PLATE D. DRYER PLYWD. PLYWOOD DOL DOUBLE PR PAIR D.G. DUAL GLAZED P.T. PRESSURETRG.TED DIA DIAMLTER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP DR DOOR REF. REFRIGERATOR B.S. DOWNSPOUT RM. ROOM DTL DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.D. SMOKE DETECTOR En. EACH S.H. SINGLE HUNG L. ELEV. ELEVATION S "H IE- SHEATHING EXH. EXHAUST SHWR SHOWER EXT. EXTERIOR SIM. SIMILAR F.GJFX. FIXED GLASS SL SLIDING F.G. FUEL GAS SLGL SLIDING GLASS PIN. FINISH STD. STANDARD FLR. FLOOR SWS SHEAR WALL FLUOR. FLUORESCENT SECTION FR DR FRENCH DOOR TEMP. TEMPEREDGLASS rrG. FOOTING THK. THICK a& GAUGE T.O.C. TOP OF CURB GAR. DISP. GARBAGE DISPOSAL T.O.P. TOP OF PLATE G.F.I. GROUN0.FAULTCIRCUIT T.O.S. TOP Or SLAB INTERRUPTER T'YR TYPICAL GL GLASS U.N.O. UNLESS NOTED GYP.BD. GYPSUM BOARD OTHERWISE H HOSE BIB V.P. VAPOR PROOF H.C. HOLLOW CORE W. WASHER HDR HEADER W/ WITH HGT. OR HT HEIGHT WD. WOOD INSUL INSULATION WOW. WINDOW TNT. INTERIOR W/H WATER HEATER W.I. WROUGHTIRON DATE DESCRIPTION f4 • E- SHEET # DESCRIPTION z O Pg. 1 - COVER SHEET / LOCATION MAP P 2 - GENERAL NOTES/ FRAMING NOTES g• Pg. 3 - 2 -STORY CROSS SECTIONS Pg. 4 - 3 -STORY CROSS SECTIONS Pg. 5 - FRAMING DETAILS U O U z w • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774 -6078 Fax: (407) 774 -4078 SPECIFIC PARAMETERS FROM FBC 2004 RESIDENTIAL USED FOR DESIGN INCLUDE: • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION FOR HIGH WIND • WOOD FRAME CONSTRUCTION FOR ONE & TWO FAMILY DWELLING • AMERICAN SOCIETY OF CIVIL ENGINEERS (7 -02) EXTERIOR REPAIR Des rou Iign GDG 1441 N. RONALD REAGAN BLVD. LDNGWOOD, FL 32750 PH: 407.7746078 FAX-407- 7744078 . bdc- 19n9mupcam AA #: 0003325 AFK>4F 1 E4 1 ' STATE OF FLORIDA JAMES CANTWELL AR NO 12079 PF20IECT# 1302.00D TASK# 00003 ARCHffECT: STATE OF FLO iDA SEP '5 20N JAM ANTWELL N 12079 PAGE: COVER SHEET DATE: 9/25/08 SCAT E: 1/4' ■ I' -m' SHEET 1 of 5 z O h U f4 • E- U) z O U O • U z w a moo. T EXTERIOR REPAIR PF20IECT# 1302.00D TASK# 00003 ARCHffECT: STATE OF FLO iDA SEP '5 20N JAM ANTWELL N 12079 PAGE: COVER SHEET DATE: 9/25/08 SCAT E: 1/4' ■ I' -m' SHEET 1 of 5 SAI POINTE AT LAKE MONROE Apartments EXTERIOR REPAIRS 401 W SEMINOLE BLVD SANFORC>, FLORIDA 32771 Tel= (407) 322 -1051 SCOPE OF WORK: - REPAIR 4 REMOVAL OF DAMAGED STRUCTURAL FRAMING DUE TO WATER 4 TERMITE DAMAGE • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: PENCO CONSTRUCTION CO. OF ORLANDO, INC. 1730, SOUTH BUMBY AVE. ORLANDO, FLORIDA 32806 Tel: (407) 898 -9896 Fax: (407) 898 -7898 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774 -6078 Fax: (407) 774 -4078 SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERNiIT ISSUED SHALL BE CONSTRUED 70 BE q LIC - SE TO PROCEED WITH THE WpRK qND' NOT AS AUTHORITY TO VIOLATE, C,;N S ALTER, OR SET ASIDE ANY OF THE P Sp /ISIONS OF rRl TECHNICAL CODES, NOR SHALL UA,VCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REOIJIRING TION OF ERRORS ON THE PLANS, A CORREC- aR OTHER �' VIpLgTIONS OF THE CODES, r1STRUCTip{� C[ffON &=k�"\FP Y � % D i � r "/ OFFICE *FLORIDA BUILDING CODE (FBC) EXISTING BUILDING 2004 • 2004 FLORIDA FIRE PREVENTION CODE • NATIONAL ELECTRICAL CODE (NEC) - 2005 EDITION -ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP • R2 CONSTRUCTION TYPE - V -B • MIN. INTERIOR FINISH - CLASS -B • BASIC WIND SPEED - 120 MPH (M /S) ABBREVIATIONS z ABV. Arc ADD. ALT. AMP' BD. CL CAB. cLO- CLR. CONC. CPT. CPT D. DBL D.G. DLL DIM. DISP. DR Ds. DTL D.W. EA, ELEV. EQ. EXH. EXT. F.GIFX. P.G. FIN. FLR. FLUOR. FR DR. ITG. GA. GAR. BEST. G.F.I. GL GYP. BD. H.B. H.C. HDR. HGT. OR HT INSUL HIT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC ALB DRYER DouBLC DUAL GLAZED DIAMETER DIMENSION DISPOSAL DDOOR DOWNSPOUT DETAIL DISHWAS HER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUNDEFAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSL'BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. MFR MID. MTO MTL N.T.S. O.C. PL P.B. PH. PLY. PH. PH. P.T. R BAD. R.A.G. BET. RM. R.O. S.D. S.H. SIT. SHTHG. SHWR. SIM. SL SLGL STD. SWS TEMP. THK. T.O.C. T.O.P. T.0-S. TYR U.N.O. V.P. W. W/ WD. WDW. Will WA LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM MOUNTED METAL NOT TO SCALE ONCENTER PROPERTY LINE PUSH BUTTON PHONE PLATE YW PLYWOOD PAIR PRESSURETPEATED RISER RADIUS RETURNAIRGRILL REFRIGERATOR ROOM ROUGH OPENING SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPE EDGLASS THICK TOPOFCURD TOP OF PLATE TOPOPSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUG14TIRON DATE W. • I~ V) z SPECIFIC PARAMETERS FROM FBC 2004 RESIDENTIAL USED FOR DESIGN INCLUDE: • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION FOR HIGH WIND • WOOD FRAME CONSTRUCTION FOR ONE & TWO FAMILY DWELLING • AMERICAN SOCIETY OF CIVIL ENGINEERS (7 -02) 0 0 0 z Ga a �mm T EXTERIOR REPAIR REVISIONS DESCRIPTION SITE MAP PERMIT # OQ DATE, - ©_ INDEX OF DRAWINGS SHEET # DESCRIPTION Pg. 1 - COVER SHEET/ LOCATION MAP Pg. 2 - GENERAL NOTES/ FRAMING NOTES Pg. 3 - 2 -STORY CROSS SECTIONS Pg. 4 - 3 -STORY CROSS SECTIONS Pg. 5 - FRAMING DETAILS A . e u I. T e r r e Design Grou E2. 1441 N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407.774-6078 FAX407.774AO78 hd•S19n9mup.wm AA 0:0003325 EC STATE of FLORIDA JAMES CANTWELL AR NO 12079 ROJECT# 190-6.000 TA9ICYjt 00003 ARCHITECT- STATE OF FLORIDA JAMEY172079E LL AR PAGE: CO VER SHEET DATE: 9/2S/08 SCALE: I /4■ll -!a SHEET 1 OF 5 z 0 E- U W. • I~ V) z 0 0 0 z Ga a �mm T EXTERIOR REPAIR ROJECT# 190-6.000 TA9ICYjt 00003 ARCHITECT- STATE OF FLORIDA JAMEY172079E LL AR PAGE: CO VER SHEET DATE: 9/2S/08 SCALE: I /4■ll -!a SHEET 1 OF 5 SAI POINTE AT LAKE MONROE Apartments EXTERIOR REPAIRS 401 W SEMINOLE BLVD SANFC RM, FLORIDA 32771 Tel= (407) 322 -1051 SCOPE OF WORK: - REPAIR 4 REMOVAL OF DAMAGED STRUCTURAL FRAMING DUE TO WATER 4 TERMITE DAMAGE P Lfi 1 t7t7 1 Al SANFORD BUILDING DEPT. THESE PLANS ARE REVIEYJED ANO CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, (CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISION'S OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DI:i =T FROM TH'EFZEAFTER REQUIRING A CORREC- TtCN Cif= ERROPS ON THE PLAN'S, CONSTRUCP1ON or; OTH_'R Vi:•LATtONS OF THE CODES_ • STATE OF FLORIDA llSS1GN 9/25/08 ABBREVIATIONS O CERTIFIED BUILDING CONTRACTOR: ADV. ABOVE LAV. LAVATORY •FLORIDA BUILDING CODE (FBC) EXISTING BUILDING 2004 Arc AIR CONDITIONING LUM. LUMINOUS • 2004 FLORIDA FIRE PREVENTION CODE ADJ. ALT. ADJUSTABLE ALTERNATE M.C. MFR. MEDICINE CABINET MANUFACTURER PENCO CONSTRUCTION CO. OF ORLANDO, INC. - NATIONAL ELECTRICAL CODE (NEC) — 2005 EDITION AMP. AMPERAGE M MINIMUM 1730, SOUTH BUMBY AVE. -ALL LOCAL AND STATE CODES BD. CL BOARD cSnTERLTNE MTD TD. MTL MOUNTED Mrru. ORLANDO, FLORIDA 32806 CAB. CABINII N.T.S. NOTTOSCALL Tel: (407) 898 -9896 • OCCUPANCY — RESIDENTIAL, GROUP cI.G. cLR. CEILING CLEAR O.c PL ON CENT Me PROPERTY LINE • R2 CONSTRUCTION TYPE — V —B conc. CONCRETE P.B. PUSHBUTTON Fax: (407) 898 -7898 • MIN. INTERIOR FINISH — CLASS —B Crr. CARPET PH. PHONE • BASIC WIND SPEED — 120 MPH (M /S) C.T. D. CERAMICTILL DRYER PLT. PLYWD. PLATE PLYWOOD D DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA DIAMETER R RISER DIM. DIMENSION RAD. RADIUS DISP. DP. OR DISPOSAL DEEP DOOR R.A.G. REP. RETURNAIRGRILL REFRIGERATOR SPECIFIC PARAMETERS FROM FBC 2004 RESIDENTIAL • STATE OF FLORIDA USED FOR DESIGN INCLUDE: Ds. DOWNSPOUT RM. ROOM PROFESSIONAL ARCHITECT: • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION FOR HIGH WIND TL D.W. DETAIL DISHWASHER R.O. S.D. ROUGH SMOKE DELCTECTOR • WOOD FRAME CONSTRUCTION FOR ONE & TWO FAMILY DWELLING U. EACH S.H. SINGLEHUNG JAMES CANTWELL • AMERICAN SOCIETY OF CIVIL ENGINEERS (7 -02) ELEV. EQUAL ION SHNrILC. SHEET AR NO. 12079 EXH. EXHAUST SHWR SHOWER MI . EXTERIOR SIM. SIMILAR F.GIEX. FIXEDGLASS SL SLIDING F.G. FUEL GAS SL GL SLIDING GLASS FIN. FINISH STD. STANDARD FIR. FLOOR SWS SHEAR WALL FLUOR. FLUORESCENT SECTION A.B. DESIGN GROUP, INC. FR. DR FTG. FRENCH DOOR FOOTING TEMP. THK. TEMPERED CLASS THICK 1441, NORTH RONALD REAGAN BLVD. GA GAUGE T.O.C. TOPOF CURB LONGWOOD, FLORIDA 32750 GAR. DISP. G.F.I. GARBAGE DISPOSAL GROUNDFAULT CIRCUIT T.O.P. T.O.S. TOP OF PLATE TOPOFSLAB Tel: (407) 774 -6078 Fax: (407) 774 -4078 ' GL INTERRUPTER GLASS TYP. U.N.O. TYPICAL UNLESS NOTED GYP. BD. H.B. H.C. GYPSUM BOARD HOST: BIB HOLLOW CORE V.P. W. OTHERWISE VAPOR PROOF WASHER HD HEADER W1 WITH HOT. OR HT HEIGHT WD. WOOD INSUL INSULATION WOW. WINDOW INT. INTERIOR WIH WATER HEATER W.I. WROUGHT IRON SITE MAP 4f REVISIONS DATE DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION Pg. 1 - COVER SHEET / LOCATION MAP Pg. 2 - GENERAL NOTES/ FRAMING NOTES Pg. 3 - 2 -STORY CROSS SECTIONS Pg. 4 - 3 -STORY CROSS SECTIONS Pg. 5 - FRAMING DETAILS PERMS DATE /moo A R C H I E C T S 0�06 Design Groin IDG. 1441 N. RONALD REAGAN BLVD. - LONGWOOD, FL 32750 PH: 407- 7748078 FAX:407- 7744078 W bd..Ig•g_"_ AA 1: 0003325 STATE OF FLORIDA JAMES CANTWELL AR NO 12079 PROJECT# 130E -000 TASKIj4 00003 ARCHITECT STATE OF FLORIDA ` F' ?� FA00 COVER SHEET DATE: 9/25/08 z O E- O>r 5 u E, z O U O • u z _ W a /f"C1VL.0 1 EXTERIOR REPAIR PROJECT# 130E -000 TASKIj4 00003 ARCHITECT STATE OF FLORIDA ` F' ?� FA00 COVER SHEET DATE: 9/25/08 SCALE: SHEET 1 O>r 5 GENERAL NOTES TIMBER CLEAR SPAN ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2004 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND EDITION OF THE FLORIDA EXISTING BUILDING- CODE (FBC). CODES MODIFICATIONS AS SPECIFIED HEREIN: DBL 2 x 12 A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) I. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS B. NATIONAL FOREST PRODUCTS ASSOCIATION: UP TO 5' -0' I. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION A. WIND LOAD CRITERIA C. SOUTHERN PINE INSPECTION BUREAU: 1. BASIC WIND SPEED 120 MPH I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 11. WIND IMPORTANCE FACTOR NW) 1.0 D. TRUSS PLATE INSTITUTE: 111. EXPOSURE CATEGORY B I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 W WOOD TRUSSES (TPI -2002) V. INTERNAL PRESSURE COEFFICIENT (GCPI) E. APA - THE ENGINEERED WOOD ASSOCIATION: OPEN BUILDINGS 0.00 I. ENGINEERED WOOD CONSTRUCTION GUIDE PARTIALLY ENCLOSED BUILDINGS .0.55 F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS ENCLOSED BUILDINGS .0.18 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE "2 (MIN.) STRESS GRADE LUMBER, UNO. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION 8301.2.1.2 OF THE FLORIDA BUILDING Fb = 1,500 PSI Fv = 115 P51 E = 1,600,000 PSI CODE, RESIDENTIAL, 2004 EDITION, AND CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2006 SUPPLEMENT. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO! RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMEN51ONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF 3. LUMBER FOR INTERIOR BEARING WALL5 OR EXTERIOR WALLS SHALL BE STUD GRADE ANY DISCREPANCIES ARE FOUND. SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN BE PRESSURE TREATED. INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, 5. MINIMUM NAILING PER 2004 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE ON PLANS. CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND /OR FABRICATION OF THE WORK 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND /OR NUTS WHERE IN CONTACT WITH WOOD. 5. THE ARCHITECT /ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN 15 BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 1. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2004- 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 1116' OSB EXPOSURE-] OR I/2' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. S. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8' 055 EXPOSURE -I OR I2' CDX PLYWOOD. I2' CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN I6' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 7' SUBFLOOR T 4 G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG -01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 1/16' OSB EXPOSURE -I OR 1/2' CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER 5YP 02. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1 -1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DE51GN LOADS IN APPENDIX B OF THE ANSI/TPI 1 -2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L240. Il. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 15. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE 'SIMP50N' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLT5/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. e J zw 7U �O Z° V U N � Z � K ro MIN. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DEL 2 x 6 UP TO 5' -4' DBL 2 x 8 5' -4' TO 1' -0' DBL 2 x 10 1' -0' TO 10' -0' DBL 2 x 12 10' -0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5' -0' DBL 2 x 8 5' -0' TO 6' -4' DBL 2 x 10 6' -4' TO 8' -0' DBL 2 x 12 8' -0' AND OVER 2 x 12 ('2 5YP) l /16' 055 NAIL (3) 12d o W -8' O.G. TYP. 2x12 BM. /HDR. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5' -0' TO 8' -0' U.N.O. 4' -II 1/2' 1' -1l 1/1' AND UP NUMBER OF HEADER STUDS 110,000 OR T SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 21/8' .128 110,000 AT EACH END OF HEADER 1 2 3 NAILING SCHEDULE ROOF DIAPHRAGM USE 1/16' O.S.B. OR 112' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS v 4' D.G. EXTERIOR 514EATPING USE 1116' O.S.B. OR 1/2' PLY WITH "8 RING SHANK GUN NAILS AT 6' O.C. AT PANEL SIDES AND 48 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SWANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH IDIA. TENSILE STR 8ci ROUND) IODIFIED 11/8' .113 110,000 OR T 1214 • loci ROUND)"IODIFIED 21/8' .128 110,000 OR T 0 NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION I. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH NOTE: E: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5.5. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT o OPENINGS C "8 RING SHANK GUN NAILS a 12' O.C. IN FIELD TYP. 3/4' T4G- 5UB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS m N zm �0 it w Ye QU N� z 0' TOP + BOTTOM EDGE5 'I N J Q .Z . Z �\ S W N LL Z z Z - � u co O Design Gro u p'2. 1441.N . RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774,5078 FAX407- 774-4078 - bd.'19. rouj . AA 4:0003325 AFK> TECT STATE OF FLORIDA JAMES CANTWELL AR NO 12079 PROJECT* 1302.000 TABK# 00003 ARCHMECT: STATE OF FLORIDA S E P 2" 5 /_ 0 PAGE: GENERAL NOTES DATE: 9/2$/0$ SCALE: I/4' ■ I' -0' z 0 OF 5 E- C-) 1214 • E-+ (%1 z 0 0 0 • U z W EXTERIOR REPAIR PROJECT* 1302.000 TABK# 00003 ARCHMECT: STATE OF FLORIDA S E P 2" 5 /_ 0 PAGE: GENERAL NOTES DATE: 9/2$/0$ SCALE: I/4' ■ I' -0' SHEET 2 OF 5 111C," O.S.B. OR Z" CDX APPROVED BUILDING WRAP GRADE "D" FELT PAPER BACK MTL. LATH 1/8" TEXTURED FINISH e WOOD FOUNDATION SILL SCREED SILL SCREED DETAIL C WOOD TO O SLAB CONNECTION SCALE: 1 I/2' = I' -0' 2X SPF DBL TOP PLATE IT -0" 2ND FLFR. BRG. HGT. 3 /a" THICK, 3 COAT CEMENT PLASTER PER ASTM C 926 OVER GRADE 'D' FELT — PAPER BACKED METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER PER ASTM C 1063 r O.S -B- SHEATHING OR' CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET 2 '3' -0" 2ND FIN- FLR r� _ S' -0' IST FLR. BRG. HGT. SECURE IST FLR STUDS —� TO 2ND FLR STUDS WITH SIMF50N MSTA -36 a 32' SECURE P.T. BT. PLATE TO SLAB W/ 2'x9' THREADED ROD W/Ya'X2' DIA. WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W/ 2' WASHER W /6' MIN. EMBEDMENT a V FROM — CORNERS OR OPENINGS 4 32' O.C. MAX. PRE -ENG'D ROOF TRUSS (EXISTING) %" GYPSUM BOARD OR Y2' HIGH STRENGTH CLG. BRD SECURE STUDS TO PRE -ENG'D ROOF TRUSSES W /SIMPSON MT5-12 3/4' T4G SUBFLOOR GLUED 4 NAILED AS PER NAILING SCHEDULE PRE -ENG'D FLR TRUSS (EXISTING) V GYPSUM BOARD OR y' HIGH STRENGTH CLG. BRD R -II BATT INSULATION 2x SPF STUDS a 16' O.G. MAX 2x4 P.T_ BT. PLATE LATHING: -ALL ATTACHMENTS FOR SECURING= METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE SPACED NOT MORE THAN 6' (152 mm) APART, 4 SIDE LAPS SHALL BE SECURED TO SUPPORTS 4 BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9' (229 mm) INTERVALS. *METAL 4 WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4d GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/4' (19 mm) 4 BENT OVER TO ENGAGE NOT LESS THAN 3 STRANDS OF LATH. FOUNDATION SILL ROVIDE 6' TERMITE INSPECTION SPACE SCREED 2 BETWEEN THE EXTERIOR WALL COVERING AND THE FINAL EARTH GRADE PER FBC EXISTING FOOTER 403.8. A 4° SPACE IS REQUIRED AT 4 SLAB A CONCRETE SLABS UNLESS THE AREA UNDER THE SLABS IS TERMITE TREATED. 3 SEE THE EXCEPTIONS UNDER 1403.8. 2 -STORY WALL SECTION W/O r WINDOWS OR OPENINGS 1 SCALE: 3/4' =1' -O' -ALL HEIGHTS ARE FOR REFERENCE ONLY 2X SPF DBL TOP PLATE IT -0' 2ND FLR. BRG. HGT. a' THICK, 3 COAT CEMENT PLASTER PER ASTM C 926 OVER GRADE 'D' FELT PAPER BACKED METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D FELT PAPER PER ASTM C 10(03 1" 2 ATTACHED PER NAILING SCHEDULE ON SHEET 2 ' -0' 7Nn FIN FI I22 ,L V -0' IST FLR. BRG. HGT. SECURE P.T. BT. PLATE TO SLAB W/ 2'x9' THREADED ROD W /Ya'X2' DIA. WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W/ 2' WASHER W 16" MIN. EMBEDMENT a 8" FROM CORNERS OR OPENINGS 4 32° .C. MAX 0' -0" FI . FLR. PRE -ENG'D ROOF TRUSS 4 STRENGTH M BOARD OR y" HI H NIG STRENGTH CLG. BIRD SECURE STUDS TO PRE -ENG'D ROOF TRUSSES W /SIMPSON MT5-12 SECURE IST FLR STUDS TO 2ND FLR STUDS WITH SIMP50N MSTA -36 a 32' O.C. 3/4' T4G SUBFLOOR GLUED 4 NAILED AS PER NAILING SCHEDULE PRE -ENG'D FLR TRUSS (EXISTING) 5 /a" GYPSUM BOARD OR Y" HIGH STRENGTH CLG. BIRD R -II BATT INSULATION 2x SPF STUDS a 16" O.C. MAX 2x4 P.T. BT. PLATE FOUNDATION SILL PROVIDE 6" TERMITE INSPECTION SPACE SCREED 2 BETWEEN THE EXTERIOR WALL COVERING EXISTING FOOTER AND THE FINAL EARTH GRADE PER FBC 4 SLAB 1403.5. A 4' SPACE IS REQUIRED AT A CONCRETE SLABS UNLESS THE AREA 3 UNDER THE SLABS IS TERMITE TREATED. SEE THE EXCEPTIONS UNDER 14033. 2 -STORY WALL SEC O W /WINDOWS & OPENINGS SCALE: 3/4' =1' -O' 'ALL HEIGHTS ARE FOR REFERENCE ONLY A C C N I T C[ T C Design Grou 1... 1441 N. RONALD RFAGAN BLVD. LONGWOOD. FL 32750 PR:4o7- 7746078 FAK407. 7744078 www.4bd"sl&9 —p. AA 0: 0003325 AFK> UTECT-. STATE OF FLORIDA JAMES CANTWELL AR NO 12079 DATE: 9/2$/08 SCALE: 1/4' ■ I' -0' SHEET 3 of 5 z O E_ U • E- U) z O U O • U z W Q, /PE I IIVGO EXTERIOR REPAIR DATE: 9/2$/08 SCALE: 1/4' ■ I' -0' SHEET 3 of 5 26' -0" 3RD FLR. BRG. HGT. 2X SPF DBL TOP PLATE SECURE 2ND FLR STUDS TO 3RD FLR STUDS WITH SIMPSON MSTA -36 a 32' O.C. 18' -0' 3RD FIN. FLRJ, IT -O" 2ND FLR. BRG. `HGT. - %' THICK, 3 COAT CEMENT PLASTER PER ASTM C 926 OVER GRADE 'D" FELT PAPER BACKED METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "[ FELT PAPER PER ASTM C 1063 TO 2ND FLR STUDS WITH Slh'IPSON MSTA -36 a 32' O.G. 9' -0" 2ND FIN. FLR. �L 8' -0' IST FLR. BRG. HGT. I SECURE P:T. BT. PLATE TO SLAB W/ 21'x9' THREADED ROD W /Ys'X2' DIA. WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W/ 2" WASHER W /6' MIN. EMBEDMENT a 8' FROM ____\ CORNERS OR OPENINGS 4 32' O.C. MAX. PRE -ENG'D ROOF (EXISTING) /I6" O.S.B. OR 2" CDX 'APPROVED BUILDING WRAP GRADE 'D" FELT PAPER BACK MTL. LATH ` 1/8" TEXTURED FINISH a WOOD 2 FOUNDATION SILL SGREED 26'-O" 3RD FLR. BRG. HGT, SILL SCREED DETAIL C WOOD TO n SLAB CONNECTION %" GYPSUM BOARD OR Y2" HIGH STRENGTH CLG. BIRD SECURE STUDS TO PRE -ENG'D ROOF TRUSSES W /SIMPSON MT5-12 SCALE: I I/2' = I' -0' SCHEDULE PRE -ENG'D FLR TRUSS (EXISTING) V GYPSUM BOARD OR Y2" HIGH STRENGTH CLG. BIRD 2x SPF STUDS a 16" O.G. MAX 2x4 P.T. BT. PLATE FOUNDATION SILL 4 PROVIDE 6' TERMITE INSPECTION SPACE SCREED BETWEEN THE EXTERIOR WALL COVERING EXISTING FOOTER AND THE FINAL EARTH GRADE PER FBC 4 SLAB 1403.8. A 4" SPACE IS REQUIRED AT CONCRETE SLABS UNLESS THE AREA i3 7l UNDER THE SLABS IS TERMITE TREATED. . SEE THE EXCEPTIONS UNDER 1403.8- 3 -STORY WALL SECTION W/O WINDOWS OR OPENINGS SCALE: 3/4' =1' -0' ALL HEIGHTS ARE FOR REFERENCE ONLY 2X SPF DBL TOP PLATE SECURE 2ND FLR STUDS TO 3RD FLR STUDS WITH SIMPSON MSTA -36 a 32' O.G. I5' -0" 3RD FIN. FLR.� ]T -0' 2ND FLR. BRG. HGT. Ys' THICK, 3 COAT CEMENT PLASTER PER ASTM C 92E OVER GRADE 'D' FELT PAPER BACKED METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER PER ASTM C 1063 CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET 2 9' -0' 2ND FIN. FLR. .L 8' -0' IST FLR. BRG. HGT. SECURE P.T. BT. PLATE TO SLAB W/ 21'x9' THREADED ROD W 1YWX2" DIA. WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W/ 2' WASHER W /6" MIN. EMBEDMENT a 8' FROM CORNERS OR OPENINGS 4 32" O.G. MAX. . .a PRE -ENG'D ROOF TRUSS %" GYPSUM BOARD OR y" HIGH STRENGTH CLG. BRED SECURE STUDS TO PRE -ENG'D ROOF TRUSSES W /SIMPSON MTS -12 SECURE IST FLR STUDS TO 2ND FLR STUDS WITH 5IMP50N MSTA -36 a 32' O.G. R -II BATT INSULATION 3�4' T46 SUBFLOOR GLUED 4 NAILED AS PER NAILING SCHEDULE PRE -ENG'D FLR TRUSS (EXISTING) V GYPSUM BOARD OR y" HIGH STRENGTH CLG- BRD 2x SPF STUDS a 16' O.C. MAX 2x4 P.T. BT. PLATE FOUNDATION SILL "� PROVIDE 6' TERMITE INSPECTION SPACE SCREED 4 BETWEEN THE EXTERIOR WALL COVERING AND THE FINAL EARTH GRADE PER FBC EXISTING FOOTER 1403.8. A 4' SPACE IS REQUIRED AT 4 SLAB A CONCRETE SLABS UNLESS THE AREA 3 UNDER THE SLABS IS TERMITE TREATED. SEE THE EXCEPTIONS UNDER 1403.8. 3 —STORY WALL SEC O W /WINDOWS & OPENINGS SCALE: 3/4' =1' -0' -ALL HEIGHTS ARE FOR G / REFERENCE ONLY " G C u I T C C T C Design Group-ID�. 1441N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407- 774,6078 FAR407. 7744078 wwwand"sw90 p.m AA I: 0003325 ARCHITECT= STATE OF FLORIDA JAMES CANTWELL AR NO 12079 LATHING: -ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE SPACED NOT MORE THAN 6' (152 mm) APART, 4 SIDE LAPS SHALL BE SECURED TO SUPPORTS 4 BE TIED 16 O.S.B. SHEATHING OR I. BETWEEN SUPPORTS AT NOT 2 CDX PLYWOOD. TO EXCEED T (229 mm) INTERVALS. ATTACHED PER NAILING u SCHEDULE ON SHEET 2 -METAL 4 WIRE LATH SHALL BE ATTACHED TO VERTICAL • WOOD SUPPORTS WITH THE EQUIVALENT OF 4d FR-11 BATT INSULATION GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST T4G SUBFLOOR GLUED 4 % (19 mm) 4 BENT OVER TO NAILED AS PER NAILING ENGAGE NOT LESS THAN 3 STRANDS OF LATH. SCHEDULE PRE -ENG'D FLR TRUSS (EXISTING) V GYPSUM BOARD OR Y2" HIGH STRENGTH CLG. BIRD 2x SPF STUDS a 16" O.G. MAX 2x4 P.T. BT. PLATE FOUNDATION SILL 4 PROVIDE 6' TERMITE INSPECTION SPACE SCREED BETWEEN THE EXTERIOR WALL COVERING EXISTING FOOTER AND THE FINAL EARTH GRADE PER FBC 4 SLAB 1403.8. A 4" SPACE IS REQUIRED AT CONCRETE SLABS UNLESS THE AREA i3 7l UNDER THE SLABS IS TERMITE TREATED. . SEE THE EXCEPTIONS UNDER 1403.8- 3 -STORY WALL SECTION W/O WINDOWS OR OPENINGS SCALE: 3/4' =1' -0' ALL HEIGHTS ARE FOR REFERENCE ONLY 2X SPF DBL TOP PLATE SECURE 2ND FLR STUDS TO 3RD FLR STUDS WITH SIMPSON MSTA -36 a 32' O.G. I5' -0" 3RD FIN. FLR.� ]T -0' 2ND FLR. BRG. HGT. Ys' THICK, 3 COAT CEMENT PLASTER PER ASTM C 92E OVER GRADE 'D' FELT PAPER BACKED METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER PER ASTM C 1063 CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET 2 9' -0' 2ND FIN. FLR. .L 8' -0' IST FLR. BRG. HGT. SECURE P.T. BT. PLATE TO SLAB W/ 21'x9' THREADED ROD W 1YWX2" DIA. WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W/ 2' WASHER W /6" MIN. EMBEDMENT a 8' FROM CORNERS OR OPENINGS 4 32" O.G. MAX. . .a PRE -ENG'D ROOF TRUSS %" GYPSUM BOARD OR y" HIGH STRENGTH CLG. BRED SECURE STUDS TO PRE -ENG'D ROOF TRUSSES W /SIMPSON MTS -12 SECURE IST FLR STUDS TO 2ND FLR STUDS WITH 5IMP50N MSTA -36 a 32' O.G. R -II BATT INSULATION 3�4' T46 SUBFLOOR GLUED 4 NAILED AS PER NAILING SCHEDULE PRE -ENG'D FLR TRUSS (EXISTING) V GYPSUM BOARD OR y" HIGH STRENGTH CLG- BRD 2x SPF STUDS a 16' O.C. MAX 2x4 P.T. BT. PLATE FOUNDATION SILL "� PROVIDE 6' TERMITE INSPECTION SPACE SCREED 4 BETWEEN THE EXTERIOR WALL COVERING AND THE FINAL EARTH GRADE PER FBC EXISTING FOOTER 1403.8. A 4' SPACE IS REQUIRED AT 4 SLAB A CONCRETE SLABS UNLESS THE AREA 3 UNDER THE SLABS IS TERMITE TREATED. SEE THE EXCEPTIONS UNDER 1403.8. 3 —STORY WALL SEC O W /WINDOWS & OPENINGS SCALE: 3/4' =1' -0' -ALL HEIGHTS ARE FOR G / REFERENCE ONLY " G C u I T C C T C Design Group-ID�. 1441N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407- 774,6078 FAR407. 7744078 wwwand"sw90 p.m AA I: 0003325 ARCHITECT= STATE OF FLORIDA JAMES CANTWELL AR NO 12079 PROTECT# 1302.000 TASK# 00003 DATE: 9/25/0$ SCALE: 1/4'.1'-o' SHEET 4 of 5 z O F U V) z O u O • U z W a //°EtVGO EXTERIOR REPAIR PROTECT# 1302.000 TASK# 00003 DATE: 9/25/0$ SCALE: 1/4'.1'-o' SHEET 4 of 5 TREXISTING USSES PRE -ENG- FLOOR I /— EXISTING PRE -ENG TRUSSES 5P4 OR H -5 o TOP 4 BOTTOM PLATES o EA FULL LENGTH STUDS o EA SIDE OF OPENING SPF DOUBLE TOP PLATE 51MP50N MSTA -24 9 EA. JACK STUD, BOTH SIDES OF OPENING. HEADER (SEE HEADER SPAN CHART FOR DETAILS 4 SPECS.) 2X SPF 5TUD5 a 16' O.G. (UN.O.) SECURE TO TOP 4 BOTTOM PLATE W /51MPSON 5P4 OR H -5 9 32' O.G. (MAX) KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) 3� JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) TYP. WINDOW OPENING C) %FIRST FLOOR FRAME WALL tl SCALE: 1/2' =I' -m' 2X4 SPF STUD ABOVE 3/4' SUB -FLOOR SPF BOTTOM PLATE 2x4 CONT. 9 TOP OF FLR TRU55 (TOP 2x4 SUPPORTS BT PLATE OF FLR ABOVE) EXISTING FLOOR SYSTEM DBL 5PF TOP PLATE MSTA36 HEADER PER HEADER SPAN CHART OMSTA36 CLEAR SPAN FOR D STUD TO HEADR CONNECTION BETWEEN FLOORS SCALE: NTS SP4 OR H -5 o TOP 4 BOTTOM PLATES s EA FULL LENGTH STUDS s EA SIDE OF SECURE P.T. BT. PLATE TO SLAB W/ }'x9' THREADED ROD W /Ya'X2' DIA. WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W/ 2' WASHER W 1(o' MIN. EMBEDMENT s 8' FROM CORNERS OR OPENINGS 4 32' O.C. MAX. s 5PF DOUBLE TOP PLATE SIMP50N MSTA -24 o EA. JACK STUD, BOTH SIDES OF OPENING. HEADER (SEE HEADER SPAN CHART FOR DETAILS 4 SPECS.) 2X STUD5 0 16' O.G. (U.N.O.) SECURE TO TOP 4 BOTTOM PLATE W /SIMPSON SP4 OR H -5 0 32' O.C. (MAX) KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) SP4 OR H -5 a TOP 4 BOTTOM PLATES V EA FULL LENGTH STUDS a EA SIDE OF OPENING EXISTING PRE -ENG FLOOR TRUSSES DOUBLE TOP PLATE FROM FLR BELOW TYP. WINDOW OPENING C SECOND (76 THIRD FLOOR FRAME WALL LJ SCALE: 112' =1' -m' UP TO P -O' OF PI R_ REINFORCE W /MIN. 5' -0' 2X12 SYP, TO BE SECURED W /12d NAILS 4 " -6' O.G. o r OFLOOR JOIST REPAIR SCALE: NTS NOTE: WEBBING WILL vARY PER TRUSS Uzp-0z zOpz�p Yi =QW�= ou�lv_° J O J W m�30- 2X4 5PF STUD ABOVE 3/4' 5UB -FLOOR 5PF BOTTOM PLATE 2x4 CONT. 6 TOP OF FLR TRU55 (TOP 2x4 SUPPORTS BT PLATE OF FLR ABOVE) EXISTING FLOOR SYSTEM DBL SPF TOP PLATE MSTA36 2X4 SPF STUD BELOW Oc MSTA36 CLEAR SPAN FOR STUD TO STUD CONNECTION BETWEEN FLOORS SCALE: NTS 3Y4' TFG SUBFLOOR GLUED 4 NAILED AS PER NAILING SCHEDULE 2X8 SYP J015T Q 24' O.C. SIMPSON HU -28 BALCONY FLOOR TRUSS REPLACEMENT SCALE: NT5 I O.S.B. SHEATHING OR z' CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET 2 CT STUCCO /SHEATHING REPAIR SCALE. 3/4' -1' -0' LL Ya' THICK, 3 COAT CEMENT PLASTER PER ASTM C 926 OVER GRADE 'D' FELT PAPER BACKED METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER PER ASTM G 1063 2X4 BLOCKING TO PROVIDE CONTINUOUS NAILING SECURED 9 EA. END W110d OR 12d NAILS SPF BOTTOM PLATE 2X4 CONTINUOUS BLOCKING AT FLR JOIST Y4' T4G SUBFLOOR GLUED 4 NAILED AS PER NAILING SCHEDULE OPEN WEB FLR. JOIST a 24' O.C. MAX. DOUBLE TOP PLATE FROM FLR BELOW Design Grou ID.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX-407.7744078 — bdmlgng —pcwn AA /:0003325 AFK nmcT- STATE OF FLORIDA JAMES CANTWELL AR NO 12079 ROJECT# 1302.000 TASK* 00003 DATE: 9/2$/08 SCALE: i /4• =I' -0• SHEET 5 OF S z O_ E-i U • E- U) z O U O z w a A` mmv_.O T EXTERIOR REPAIR ROJECT# 1302.000 TASK* 00003 DATE: 9/2$/08 SCALE: i /4• =I' -0• SHEET 5 OF S