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152 3RD drawings �.. .,: � N J N n oboa O/78nd Q p r) o C7 o ��N w A M 30 1HOla.Oti LL O Q J m 4. N go.p �� y w Q Q 0- (C71.31 \ -- Q I c7 _ d W a /y� t O Q S) rn \ •x o W W Q LLJ ' i - _ (L z Lw !" L!� ' m •O� p W w'O 2 m Z a- C)' -� _ I 113- D Q = g P.x ", -- ' ti �a 4� W � ClYQ� 2� _ _ 0 i, ,ter h 2 } W coo V _(4�3�� Ol' ~ = -j — r Vj'V z O a4 . , s M o }� W [�WUN �� _L�') � t— Ov3 _ C EL o ono o�o W S'l �S6'9b) �_— O Y Z _ �' QO N Z 3 N3 N �WGO O o W CK J HO �a v 1— 4}I • in a ~ 4d to U N OZ `£ �v � ~ a ~ >w z V aO Z � Lij Zz No- � QN > Z Z .!'FZ o a Q Ln Q Z Q o_ N O p Q 313aoNOO a Q O O(3 w � 0 /�� z � 02Q M:3 U) Q 0 � m �; > II— QZ � Q W` � o �� 0 Q 3 41 QW� Ln � Nm Z)0w 50- ��/ Q W �Qy a ^ L Z .- .6" -� Ln p J W o Li w L\tJ LL = 0 c > -i WU pW d �1 zJW _ / U C7 C:c 0503 a Q V) Q p L O �i v {- W � 0��-1 cis � N '�^ m WO] 0 ��o N Nw M (� W' � V< " � VI W It cj U 0 LLJc ^ N z HOlaB U Q Q J 0 � Ir � � �`� Qa Z J I �� HO3O 000' w U? N Q Z O 1-- m = .ti'8Z o O o 0 I Q V) UpJQO _ 0 l 0 ' Z 33a0Njj` Zaf -jU 03a303 ? QZ v= W ILL.Z I— W Q LLI T U) O tY L J Z W m > F (y� V D J1O3O pOH w O Q p U v ^ > U > H o W D 1. — Q 3132YJNOO 3 j N m Z mW ^ � LLJ 0 to ZOO cn ~ J S g LO food � �' J 0 o W OW U r7 z W C x 0_w L ONO O 3 Ld 0 `n LU" w cn a V) 0 Q O CL a o a ~ F- N 0 a v o > W QQ pQ O U \o a3a0N0o Q O N J r7 Q W 00 2 Q> O W z z HO3O fn ~ W H W W W O —I (� a Oop' w V) Q 0_ V Z w�- 1r-- M n ,9. -J LLI 8a Q N \ z }moo °-o- = O V) Qw W �N QW0_ N OQL� 0a Z W ^gyp COQ cn— (n W �a �� II >-Uw pz 0 < 7z (n �Wo Q _ _ o� O Q > z t O•O� llb' 313a0N0O - Z U Z m N - -j 0 Ld a Q ¢ °- wcn 0) (Qi31� ,Zp - Z w w rn x 0 0 0 O N OS) -�o ``a w mo'0_ Q�� pp �vwi0 O- 0 S m NNt!j^ om10 w 0LL = > U zQrnO- N�> W Z _I � � O�� } OboaO ) O cn <FO m � N _aaw W O LLWO �' ~� m O��^ d O�bd _ ' 1 11811 AVAJdo �m00coo — (M N WI=- O �' pz� Q m 0 ��I^1 O9 U 10 1Hola cii=oma II II II Il p p wz ca Q p n � a 0 o U 5 Nw z�C�1-i ¢ mc� oduio � OVLL. owcwi 2 THIRD (3RD) STREET 40' RIGHT OF WAY PAVED PUBLIC ROAD LOT 6,BLOCK 28 SUBDIVISION"A"ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, Site Plan Notes PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. z. This drawing is based on a boundary&topographi,curve made by v 1`_.�-- -- ,nmf.Q---- - c 6th 1114- See Boatwright Iand Surveyors,iNC o(Jacksonvdle Aeach.Marg:,„•-i ^y.. existin ancmle wall z'' H' a site survry(or existing conditions not shown on this plan. r v •' `!{ 3. Contractor shall establish finish floor elevation �a BunI eg layout dimensions are shown to outsde(ace of Foundation wall 8 @ See Floo Plans f«daaricc ,o . m aemo!er { {• M 4 Parr i g d m n r show o ftout ofoc rb o ss n ted otherw ry n n 's zs a•.r-me=hrng houae Cub&goner dimensions are shown t back f curb unless no red hervAse. FOUND 1/2•IRON !v ~' SEi 1/2"IRON t. Work shown is new unless specifically noted as existing. , PIPE,NO CAP ..+�• •� -aenl"cam (131.20'PIAT)(131.21'FIE )131.27'(ACTUAL) PIPE,LB3672 & The General Contk ctor shall verily all..pert lines,easements, s/M hntt among eonsemnbn site i ertr kna eroune ronsrmctlon sere n • f� ements w/th to tment of the • { I I Poroek .........- .lei. Cmensions&snteba6 requir eappropriey depot I { § - 7. Constnsceion�maeerials,equipment&pr«edures shall b<in eral accord II w nh the-y C De artmen of Trans nation"Standard-ppy technical Q -____--i_____________ �_-r_i= __-_____ _ _ ___�_] _ fpopr}fighwaS Consrcuctions',latest ed,non,as modified by technical -p,, n"^�^^ '•^••^ 'eysP': 0 Alldmetways shall extend entirely to public streets ro which they connect, Cn hr 4zoi^Starr Sanford Q } 111 } ""'° '� '{E'y `". } Q 8 Dcisfsn Associates,Inc.All riyh,, O I - I• ''ki, a `T -� O Tran�hesition smooth otfrom new asphalt to existm hah in a manner that se ed.writ e.ac.concepts {• t, i• { t " ,y'3"q r, ,r' ,1 fi 9 unll Faabtate the smooth flow ofwnr vrithout puddlingorpm,mg. aeper firit on frhi doe ial n` -• T'"� 'y may' he 1 lec`NoSanfnrd ne csc Assonatcs, part a L) ..w .... ^h "'x Y 3(r V Properryo ,gn .•J I v 11-� -', "` s``••+"1. i". ', �'e documcros shall be rnP•cd,di,rinsca m �> II I( v •..I Existing Lot Area Calculations hen,n,teed"reaiapannr O S I B nnf<,rowt 9 1 —111,s 2me:m —y l Lnt 6 k w ij. a�e ,S...c S..f.,d d se E eo De rem"vee .tY, E {r {' t• W 6. ,Sf3 sq d s,ilm s sllu e,I.e.IDesioo-le •I•• '� I• °"" -- ( ••r A = Existing Impervious Roofed Structures Footprint z,TB sq It a6.aa% I(nnr hove,vcci fy clic. n c Iv p,> LU _ �'�� -T� �' .�y-_._rinf we Pref'+ee) W Existi Im (concrctq ) t,8 h % Duign'Assoc'uns,ln'c.`Cnenec oa ng pervious pavement 7 q sq a7.3o h oue.n5oe_,e -, o W > Existing Total coverage 3,So7 sqh S3.p% shall cheh and verify all dimennnes Oco ° } Q New Lot Area Calculations ee rem 1y�ty I I {v •'••,- -- _-_----.]I - "• J I !j.,� If g a ? Int 6,553 sq it LSF x8la (J ,, ��+... � ....• •,}• ••}• n If m New Impervious Roofed Structures Footpri z,t84 sq h 3332% O s', - t• em ie emo,ue { O New Imp e..ious(cmc-e,p—en) 4o3 sq h 615% f•- )I• •� __ __ ei• ( (0 ll % n6a sq ft sq \/--� New Impervious pen c< pavers,to ) 8t Ft 8.87% �,'oebe nooea acre % P '�I v reg""Ae I ee o ee nmovea •+ = New Impervious Paving Total 9e4 sq h ti.oz Ne-T-1—mg, 3,r68 sq h 4834% „ t Q " I• n x •I e.suet ence•n .. - House aq footag __1_.T_______-a________r�__i-___,_____--__•_.-{_•_s. _ front ch r,4tz sq ft , urcm�b 37.ssggh t s'floor po erg v.• } and floor t,'= k ,; •. , ----- .....v ••...--� 36]2 oor h t 'q `^7 ' and floor pore o k r SET 1/2'IRON rd fl 6 0 sq h '� PIPE LB 3 11 9tt knee ero,me ronstrvctlen sire --------------------- e ' FODND 1/2'IRON vinf woee ecce sm renttemme ronsevctz.+s+!e 130.56'(ACTUAL) (130.50'PWT) (130.77-FIELD) ----' titfloor heated Sob sqh PIPE,LB1048 be ttmovee LOT 5 0 FOUND W floor unheated 66o sq h f CVT(3.0'S'ly) and floor stooge,un-heated t sq � ry `V EXISTING SITE,PLAN C/� p J ESN '4J THIRD (3RD) STREET 4) 40' RIGHT OF WAY PAVED PUBLIC ROAD � LOT 6,BLOCK 28 SUBDIVISION"A"ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL('OUNTY,FLORIDA. Patew4m1"wall .• • . • . e+lauententma_ '• '• '.n;�wme• � M II`'I1I�� 29'3'e%bexiallnN Muse FOUND 1/2"IR S• {• <• {• SET 1/2"IRON PIPE,NO CAP " I � - - (131.20'PWT)(131.23'FIE )131.27'(ACTUAL) PIPE,1B3672 � t.a V Q �._ e OOGOC�- 00<000GOOGo �0000000G000G0 ^9GM90G000G00C OOG = GO O O • �y I ------ O W� ,�� ' A 4� OOr.000<i00p G000< � a'• -. } t.) _- -00004JOG060 C+OGOOJ000OGOO -.c OOOriGOOG0000 �' �' ` I V 0 x,<" oG000O000c I = •I �j I III SI I I I 000cJoocoo 5F� �,, +�• ;., . ' 9 GOOOGO0000 •••� GOJOOGJO00+ ••' • • tr a L J G°°GGGGG°° a �I Q 0 I I L_J I ' '-' '"` °0 0 o°ooc'c } { / W W I- —� ooc000.,4roo I / O O Q 'I �, oocv0000b0000G t x ,� •{• •I W > ��° vc00000000G o0 oc00000000000 < ',Il � Q O a ., ,sad goo°000c°ooc000c =� *ryl �... V ,z• 8 Q d (� -A" 000 O>000>00<00 0000 0,.0000 000000 GOG4� GO COGGCGOO 0000 c 00000000000 } O<00< 000JO0000oo-00,0 00X0000 0000.0 ?M>4 if Z Q aoocc- c°ococo0 0000 <'OGO O000 c •I C) �' r 3 Q O< O (0006>OOc>O cJO OOOOOOC O00000< t �_ Q W OOCG� OU 000000 OOG+ 0000000 000000 _. - - -- m Construction SCI 0Oco0-oo< ooc000, 000c 0000000 c oocG L1 W ocoG c000c0000co GOG� 000 00 000c o0 oc ccooc o0 000000b oGc000c ooco oc W COGOocO:GoJOcOGoOC-Oc00c00O<o0CiG00JJCG0O00OJ0,0o000>o<0co00GooC0< o,OOocJOOOccGGocOOO�Iq_'- '' 00o00oC0G000 o0o0oo0c0o0o0c0.000cnGc0000cG ooc01 c°� oo G�O O 10.o ° GO 00 o<co oo<ooo0000 < Projectect #:< coco" 000>00010001O OC COGOJOOOG OGOJ 0000 W ';:• 00 OOC7600000 4�. Date: L t> +.JOOC>000>O <>00. 00�000 000v0000 N C O OC"v000GGO000 G <O'00 00000000 g=r ?J6I C 0000 •OOOriGO0G000 0001, 00.00t OCC J0000 P,> , Revised: Q O - �''a�••.• O '.^000OOJGC00G 4, ,,,,^.•� ,�,�.c. s1Sed: plyver�=e' �LOT6 SET 1/2"IRON FOUND 1/2'IRON 130.56'(ACTUAL) (130.50'PWT) (130.77'FIELD) PIPE,M1048 LOT 5 g FOUND"%" CUT(3.0'S'ly) Sheet A1.1 A/A1.1 SITE PLAN THIRD (3RD) STREET 40' RIGHT OF WAY PAVED PUBLIC ROAD LOT 6,BLOCK 28 SUBDIVISION"A"ATLANTIC BEACH AS RECOR0FD IN PLAT BOOK 5, Site Plan Notes PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. Thi,stowing i,ba,d nn a boundary x tnpographlt survey made by , _ Boatwrighe Land Snrveyors,lNC otJacksonvilI,l3-h,tt4,rc 6thx014, FFt.ND aN See siterurveyforexisnngcondluonsnotshown un chis plan. hag esnblkh finish floor devotion,SeeF�rSee FI Pam forq. Parkindunensmns ore shown m kont of curb unleteefirrg hpuae Cb&gutter dimensions am shown to back oCcurbnlessmored _ herwise.SET 1/2"IRON ud as ex)strr(131.20-PLAT) (131.21'FIEL)131.27'(ACTUAL) sur lame arovna corsrrvnron vie f' ate tg.siftfence arvwdconzvomon vre sPIPE,LB3672 6. The General Co rI r.. :_ _�- = - nhsrhaEtrsd BDA tcor shallveifperty fines,easements,7 C ialseq iP ", pro odes sahof r pp-- ---------- -•- z - -- -- -I -ry� -----_ m -_.w .__ focer Highway ConstPucttions,laces[edi�on ss modified by echnr- , 'aw%aenff :a•�^<> ¢ 8. .W dnveways shill extend entirely co public streets to which they connect' Copy gh v7 3 5 S f"rd O I I v^m uthee shown or weshown, Des,g A l .All eights E r O ......d.The taesign conccprs, 9 Tnnsnioasmoothly kom new asphalt eo existing asphalt inamanner that daw;ngs,written matcrisl,and \ wig fauEtate the smooch dow ofwater without puddlmgocpondmg. (this docum<at tic hV4 U '�=Po`pe�ryo�st+ns+nrraDeriy� Asmcuces,Inc No part of these m Calculations d«nmem.,h.Bbeen did l"sen Existing Lot Area Calc P'e m g odtcrs,or rcpwduced in parr or O fr 'I ^ p m 6<�emaved whole i any(orm without the W ft' r.', wcitte nonz m f Stuc S+n(ncd drawn Vsc d,mcmioos on - I LU a 6,553 sq k Desi Assoeuces,vine D oat scak 2 Loc s ' . t _ .• ��' 'i. Exrsnttg(mperviaus Roof<d Stmctures Footprint s,7t8 sqf x6.zx% R+ given ly L>tJ w I I - ", ",,. .'"^,.?"'r Q If not shown,v ilY the n cc B Ensang lmpernaus(tnnccca,pavement) r,8 fe drmcnsions with Starr S+nfe cd oi{arca taxnmww�'' Z W 79s4 z73o°i tl+ ^'` •.;Y r- tu Eush Total raver Dcvgn Assouaccs Inc.Contractor > ng a8e 3-5o7 sqk 53 Ss% ahaB check and veri" Bdimcmi"ns IZ ^ I ••�nn "^a CII ' LUQ `F b • > Q and condition ofd,c pb die. CIO .:' nferw a Eli �_ '''a m ro'e=r m°° ` I 2 New Lot Area Calculations Q w I, �_J --•_'--_ - _ ! 6.553 sqk U We LL g `.',_, �'-' -- us m New(mpmreus Roofed Structures Footprint x,7or sq k x5.96 _.,.. // .ss{sb•<at daie. U- r.zS sq 1.7% mi C_, y.� ra A<remcata. 0 New lmpemous(concrete,Pavement) q r,710 sqk ro.879'a l` 1, ma°rtmawa exen�9 AtPa L l I- New[m�muur CPpenc Te ilcrs.fo%) gxos k'5.%- �, to be remnvm = p<mous avutg -S-1-5 sq k tx.f3°e ' "n i Ut New Total coverage z,5t-s sq k 38-49% I tp '' ----- '---^- -- - - --------z-------- - - '- _'..._------- - - - Hang p Erie Hetues hot '-1n9,ronr Z", 7 rn floor q �e k ` rorsme5e •. :nutfloor rJs3 _.__i_..____ __ ,r: �:•. SET 1/2'IRON ac' floor r,r66 sqk ... .. ,'. 3672 et'h y '-' PIPE,LB o - --- ---- vhi nee wound connruaron stte 3, R ,.________-_________ Tonal habitable .,5.9.qft """"' sot kine around ronsmrcrmn uta 170.56'ACNAL ____.__ FOORD 1/2'IRON ultti,g noes acct ( ) (170.50'PLAT) (130.77'FlEID) PIPE,LOINS robe rtmevea �.. _____ LOT 5 FOUND'X- CUT(3.d 5'ly) Ho■out taEe P __ tie floor r,qu sqk rl _______ rst Hoot tion[porch zgy�k p`il a d floor r,3z7o sq lit V a'i'vd'c to torch s it 65o sq f BlA1.1 Teead�ewhe exi.,i 3473egft I f EXISTING SITE PLAN "Be ' �"'Sa"" 9e3agft DE GN CfiITERUI' BuMFg GLssi6ca0an: Residential Builds;Type Type V CmslnxOm _J Unless othormse noted,Plgld site considera0ms shall be the resporelb sly of the owner and/or contractor.Examples of such items Include,but shell not be limited to, THIRD (3RD) STREET dirt„minauonofgme Nevawna,d.aag.5samm,anaapecialquk.menhaaaoaated with FEMA Bod haa•d and/or DFP zmea. 40' RIGHT OF WAY PAVED PUBLIC ROAD The contractor Is responsible for the means and methods of constmctlon,It is he LOT 6,BLOCK 28 SUBDIVISION"A"ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, contmacesash."""'ibilllyrodibl—inethe pmudum,a.q.-c.ngndtempo rery T� aat ng as to m.-the safely ofthe bmMing ed ds compenenl part:d n'Consaneuon. V L PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. The contractor shall...ify.0 Conditions and dimensions al the Job ails,prior to I� exislh c acre a comme,tcelg wok I� ' The contractor shell supply,locale,and build into the work d inserts,anchor,angles, `! exdrro mnd; plata.,openings,sleeve2,hangars,slab depressions,or other eomponenb as may be reguird to stash and aeeammodala ether work 29'-3•M-tp exialvy house FOUND 1/2'IR _ a ( ''`. SET 1 2"IRON It is the owners and/or connecloes responsibility to obtain a soil.exploretien mpM.The PIPE,NO CAP y", 3672 design of the project structure asaumas an aBowaWe soil beating cap of 2000 psf. _ .� > oted assumptions.Allruirem.-m-for preparation and sell ampletionfrom specified in the (131 20'PLAT) (131 21'FIE )131 27'(ACTUAL) ----o Sz" -5 4 -_-- _ -- qW:rep shall be followed unless more sl g t q menta a specified In Nese I� t•� I LB shallencountered 6 ort q u ---- m 9 pf I oc°000°o >°�G °o ¢ J------------ S o »J>o>�oo). x'z'.c^�,.a' ;e 3� '7'*""' "��s`r• a - - O U sw• oc>Jc>o) O°J J m U ",k `xz a 3p td"..f -J Q > >e oc>G) h .fir �^ * .�' � ztq�iw--�aCs� .a �'xl „�� •1 W �- 0 J Z W 9 W > > ¢ "' > ^o^JJ >.. r <> <: ,II •f'rxxg s¢ f '''<"ar `IIS*` .d >+, r2 to Q f1 c;;t.:' .} - ^I / 3x19""e�,,>a.'s,'„d. s� _ l Z QI>'-','o•, :�=,•>c'cco> c> o ><a> ,. >. "> .e"ai � � x %` i ^"",«'';' .:- »gyp d;„;• -J r7 U Q >o- > ). >oG oJ.;GJoocr;.r -- r/ t/�ry i W �<ooc> o>o a".•.>.', .a� ;.axa•�:' ,':-Y:� ��J l t/J G>J JG ;GJ > G J > J > C' d ¢ O-)000 ioc o.. J > > 700 )J C JC O J . W Construction Set T' S U >>CO> J VOO >>C> G» GJJCJ V >C>C r)JC G OC> VJ 0> J >>GJC O>G>CJG O SO 46><0^ m O OGJ •> CJ > -1� }C PoIzz' �L LJ 2- {P ><,vJJ v>> G JOJG>JC^ •)CC>J>O vJ O -JGOJ O>J OC �� I- O G7 G GJ> C> )O O >.JOG J) J OG9 CC GCS» J' CJOGO )> JC 000.0 OOC ,. Q Project#: J =l >c> co I o G c xt>>ro > c G J ) G o)o J o G b oc I- J sl;-o,3 U cr o > o>> o G> .>c)n,000 n > o > 0 00 > y Z 14001 J o o > G> ) I G>> o o > J o> o 7 nc DBL.; ��ayo Go> ,cJ0000>o o.oc F .J000G�c.,w>oJoJGGOG>^ >- .JJynn....cJ :� � - �' � 2118/15 pd t.p ------- --- ------------ -- ------------ ----- � Revised . PIPE,II-IRO SET 1/2'672 FOUND 1/2"IRON 130.56'(ACTUAL) (130.50'PLAT) (130.77'FIELD) PIPE,LB1048 LOT ®FOUND"X" CVT(3.0'S'ly) Sheet SITE PLAN A l.l THIRD (3RD) STREET 40' RIGHT OF WAY PAVED PUBLIC ROAD LOT 6,BLOCK 28 SUBDIVISION"A"ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, Site Plan Notes PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. This arawmg is based fln,bnnndary e t pngrapnic sucvc n.de by 'XI -- - -- ff—righe Lund Surveyors,INC.of Jacksonvdle Beach,March 6,h z"4, xislin c creta all ! _ _ _ z See site survey for existing conditions not shown on chis plan. Cnn-c r ) Building laysoucl dim I,Bh fisith aretshown--n side face of Coundacion wall. ��- See Floor Plans For cluifica[ion. f`e=ssraAumFwpy 1 .'eaia;n egeq- .: 4. Parking dimensions am shown ro front of curb unless noted orherwise. l xo be,rem°✓ep 't°r a� 23 3'N-ro esrsfirg house Curb o gutter dimensions arc shown m back oC curb unless noted FOUND 1/2"IRON ',,k,. PIPE,NO CAP (131.20'PLAT) (131.21'FIEL 131.27'(ACTUAL) sat Ierrce arov,w corstrvctron vie SET 1/2"IRON 5. Work shown is new unless s CcaB 1 x.exis[h[. ■ sat fence arount wrzrrutton zne ) (ARUAL P[PE,LB3672 Pec,[ yno[ea g - a 6 requirement,w/[h [e CryofAdan&e 8eae� ha 'Ey elxppro coy depanmenc of,he w _ - - 7 Con s equipm ccs all ' d L..., `-' _ wi[hsth cFlorida Dr' ETrans orcationpS[a dud Sec cit ons ---- — m t't Iructt Dens o P p Q -- - --- ---- - -- - .T -__- .-- or 8`ghwo�y Cons ,laces[ ii..,as modified gy technical - - pe Q C„� ..'Y a Papung Q S. All dd y sha3<a c.d en[icely to public streets to which they sonnet[, Copy gh 3 5 S- f rd O - 1 " "' r. h o shown. D=sigv A sac[accs,Inc.All n,hts q•"aE O g. Transi[ioa smou[Itly[Crom new ssphil[to existingaz hale inamanner[ha[ ase ed.The design conccpes, �'. p drawings wri c a-W.and \ /f,(� _ will faaGtue the smooch Flow ofwacer without ddlin d' U Ir' �_;s¢ # ;n ;(± 'fey, Pu gorpon m& siecificanons[Scsi r'ss,eford 0csirc .4swe,aecs,Inc.No part oC thea U Property o yi drnumen[s shag be copied,shselose 1 e -h:. e 3 J Existing Lot Area Calculations Q - ,rr'�f'- \ m o hers,or reproduced in par[or �•" 3 rtnq swccure whole in enc form w41,4r the W 2 g rob mavet �.., � venae ons nt f Stu.S,mferd Q Mc .I Lor 6553 zq he Denrjt Assocures�Ine Do no[scale O - s• I• �. _ _ "s. W F sang lmpervium Roofed Stmecores F—tni.t 1,718 sq k z6.zz%s fi given cy W 1.' I _ V 0 [f no[shown,ver'fymche ons ons tLJ a Exssnn tin dimensions with zSt—S,nfard i:xn;vooi lwg<is be nmwm" z W g pemous(mnere[e pavement r,^8gsgk z7.3ore p=z�gn nssucLar=s.Inc.Coner,cror u ' J & '. i _ �_) OOji ^ GIS C�I > Q Ex agro[tenerage ",.7; Ft Sorsa% "a eia°:oia"nnemn,i°n, G'+� ;zenfl ra Pw •4 R Q a to Y a6e`tt ae t '''a to m°° ` New Lot Area Calculations U > % ��. _ \\ i tQ Q Loc 3,q W _ �_J L-- .�1--1� '. 6.55 k U " ,L"'J N—Im Roofed Stmaures Foot �'—' pcmaus print r,7ar sqk z5.g6% ;;3E O O ' -V �� -'- �\ \ I .airsimv<mndw V- New lmpemous(concrete,Pavemene) [11.z5 sqk 1.7% _ % pavrrs,5e ) r4zo sgk•5o%-711,q it 10.87% robe remove) atlnfl A[Wes [— f: y snpeteti io ee removed = New[mpemous Paving Taal 8zr 4sgk rz.539's vcrage z,3u.z5 sq it 38.49% E ..rano. a New co — --------r--------�-,—,n—Ne•-�� `... .. ';— rslny O � rosmy,ew-creie.) — — — — d' ExiAd{Het gfootage T i. bexma3ee, 's floe, 1,35,tq ft l®J ..............i__._._ __ SET I/2'IRON at dose ,166 sqk PIPE,LB3672 It 'wd' zo[far"e arount[nnsavtt osq FOUND I/2'IRON aa,g wax tett 1On ace 130,66'(ACNAL) (170.50'PLAT sin ranee ervv"a mnsrruttrcn srze _ Total eve' Isebitehle PIPE,L01040 rob.mmvm ) (130.77'FlELD) _______________ ________ taeg .,5.9.q ft R ----------- ------— LOT 5 ®FOUND•X' CUT(3.LT Sly) Is Ise dour of Drag¢ a. z tine,hon,porch r'ig sq it and floor td7o sq k C� zntd floor perch ac' door 65a sqk (� B/A1./ 118"s:l' 'rsnac4 of mc�i.tirg 39lNft EXISTING SITE PLAN H U DESIGN CRffUW- I� Building Cosed"Ver: Flnudmdal goldng Type: Type V Construed- Unless otherwise net d,Prates file conaid•ratlma shall be the respmsitility ame owner and/or conlraclor.Esamples of such llama In clods,bui shell not b•Ifmhed lo, THIRD (3RD) STREET de nen natlma/grade N•va an•,drainage feature,,and special d uthmmu,associated A with FERIA hood hazard andfor DEP zmes. W 40' RIGHT OF WAY PAVED PUBLIC ROAD The contractor Is responsible for the means and methods of conewctlon.N Is the LOT 6,BLOCK 28 SUBDIVISION"A"ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, contractors sole resp-MNIltyto determine the procedure,sequence,andlemporary r� bmdng as to insure the safety d the bulklmil and ds component parts during nen hued.. V 1 PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. The contractor shall verify all conditions end dimensions et the job site prior to l� exislin c sale 1 :.:. : commenting work I� ` < The contractor shag supply,mute,and build into the work all heads.anchors,angles, e�Arcnei Plates,opening*,sleeves,hangers,slab depressions,or other components ea maybe nia 29'J'N r¢ ."renis. required m allch and accommodate other work FOUND 1/2'IR It Is Ne ars andfor wnlrach e,responsibility to obtain a aoib swo,aem raped.The PIPE,NO CAP 131.20'PLAT SET 1/2"IRON designf Me project shYcture an allowable soil beadn I f 2000 t. ( )(131.21'FIE )131.27'(ACTUAL) PIPE,LB3672 The no meesall be nobfl a 9 capacity o pct eds'f salla nd t q� co i Iona and a r t.V 9 encountered differ from rom th e notes �a .._ assum Dona.All re t r._-_. - ._. _ ----- sella—pod shall be ia�nuwee unl�site amain and sols t a A J t prep ompacgm sped in the s-i d p e stringent re ui¢menti aro s ecifi d I 9 < n Nese 0 9 P 9plan,. sa mor Q I o m o -- -----1 J--- --- O ;vc >o oc> oGoo \,. t a'a e Mrd •'pt + -J ria. roc>w o>»c010 5 a` � II a '3' t`' .I U MYR Qd }---- --- --- 7>>'o'oWo a . LJ v. c- .,4.s •h x 'z S� #„e.,s�'�,1 a> 1 W LU J o o d st y e a tw > f J 9 LLI�Z LUQ Q �, %� II .-• W a V V� X01/ O tl>ia, .. '„i> ° r.tx" "`r"'FIS igJJ ..I x,,all '"+, tt-t<'"a'r c' <+.{ j. Q d i'„' ( �!{,II "its - �A �f x ?� / IVVJ }�c;on>. o o> >o..o >. .^<•n.>coc000 » <> yoo> s tr^ t^�- ' `'a.,Y-. 4 -*+,f.€.` 1 Q — .. r p GJ1 /9 /��y { Q �^oGo >c>o > o c>o 00> >G > > > c > >c> c> r a *- `x ''T ' rx„ - to "`�xaT.' `n: v,-•t .1 rr U �jQ k7 G >G> >C^ C JJ > > > G kr"u .0 .x ,^"A3... a�'s.3"sA at' ":'`.., k,,,.,., Q G o,co > po o - > > >v o �� .> > cc e. o W Construction Set 1 J J U c o > o> c> o `a bo> >o o>G>c» TM—Moo >co> o<n b [0 t O O hJc>oo oGoo>r >z> c L °C�° °l� >>o>> >>°cJ oo°u>oc >c J >00 F c n >a>o c O Project#: CP 14ect o G>' oc>J >>>> >�'>oo>�>'oo >c >o >'i olio >oa>oc-� .ote � U oeaoc 000000> o c> ,<> c> >c.•�G^�»» <c>o >- .>. '"t Date: ocoeoo;0000000»..o.,oG ,�.>:�ococ aec`.coo�eo�ocoeoo ,>,oeo>o»co<-•>� P°°' \ t 2118/15 v h ID .' ':." .. :, O Revised: It —._—_ -- -- --- LOT 6 ,,/2-IRON IPE,L63672 FOUND 1/2"IRON 130.56-(ACTUAL) (130.50'PLAT) (130.77'FIELD) PIPE,L81048 LOT 5®FOUND"X' CUT(3.0'Sly) Sheet AIAIA 1/8".1' A1.1 • SITE PLAN � THIRD (3RD) STREET 40' RIGHT OF WAY PAVED PUBLIC ROAD LOT 6,BLOCK 28 SUBDIVISION"A"ATLANTIC dEACH AS RECORDED IIi PLAT BOOK 5, Site Plan Notes PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. ` r. This drawing is based on a boundary et topographic curve m de by 4' _ Bonwr;ght land Surveyors,INC of Jacksonville Bach,March 6[h:or4. exist a creta waA r x S e site survey fore'ting condi[ions no[shown on chis plan ` t. C r traa"r shall esabbsh finish Aoor elevation. Building lay'ut dimensions are shown to outside(ace of foundation wall for .\<le6 0 yr Parkin diilmens naaarecshown to front ofcurb unless noted otherwise e beQe veg0dy oro re:erg 293'+/roersseq house 4 C rb k guttr,dimensiona are shown to back of curb unless noted herwisc FOUND 1/2'IRON SET 1/2"IRON f. Work shown is new unless spenfically rated as existing. PIPE,NO CAP ' (131.20'PLAT) (131.21'FIEL)131.27'(ACTUAL) circ 1—a.oune ro"srrvcrron srte PIPE,LB3672 6 The General Contractor shall venF all property Imes,deices sin r nee around mnar�»rt o •.' Ciry.(Atlantic Beach. requ,remenu w/thea re riatc depart f he I -- roo". 5 '.) y ¢ 7 Co c'n a 'els,egmpmenc&procedures shall be n g il d with the Florida Department of Transpomtion"Snndard S ecificatsons ----__ �— —_-- 4 _ ---- --- .. VV for H,ghway Const.enons,latest edition,as modified by rtchmal -- s:u Q ppee ficad.m Q I I '`" .ns:"�• -a 8. Alldm<wa hill cx<nd entirelyblit streets to which the Copynght exo,s t S ford E4•'xq Pa' Q wdacther shown%or not shown co public y«nncct' Durgv dr The to Inc All nghu E v' 'J �� O 9. Transition smoothly from new asphalt to existing uPhalt in s manner that dr.w,nRs,wnttrnr mncc inlrP A �'F 0[ will facilitate the smooth Amv nfwacer without dill, din ;nr,non "� s s` "` \ i Pa rig or poo 3 p s (this documct are (� _ y,^' 7aA a tE"� Ae properry o(6tam SPaiirdn Dcaign s^-e 3a $ gN' {{� I J. '" U Assocutes,Inc.No f these J o �••n r'"rf 7t'� daeumennsh.11be copied,d,rclosed ep p p' Existing Lot Area Calculations enr rtpmdaced in parrty� s9stn, , .�2' : h,de in anform Ithoutcc^ �trrecwvra r4 o fSar,Sanford Cut aq k Duig:AssociarrsInc Do not scale - a. wtQ _ WaFisti Ira Roofed Slrveturta Foo s, 3 (c x6.xx% "gQ .rI .te,. ) g pervious tprint 7a sq If not how... • ' '• = QFsisti im ( > r8 fc %, , _ ,.. ' ta'oe 2rrjare z LU R {'e^+ous m e,Prvement ,7 9aq x77. DcslgnVV s'�— _-Y--=---=-= -' 1f,J Existing Tocil envengenc )fo7 a9 ft f7 fa% aha.,heck and verify.11 d;-= al da. New Lot Area Calculations zI`'- '': .', r U w ; I'.: — --' — - \ :i Q Lot 6,ff7 sq ft :L�-ULL LL !i I' 3� r m New Impervious Roofed Structures Footprinta,7o1 sq k 25.96 s,i" \ -e'etniptw;,c;r».� O New Impervious(conc.te,prvemend [tLaf sqk 1.7% i47e ra+,edM. 1 I ? xP ode a L--"-F New lmpe vous(oprn«Npmrt,fo%) 1411,q k'fo%.710 sq fc o.37% _ - ;1'- ro ee rcmovra nrersn ac ac = mpervious ng f sq ss.f7?ro � J\ ro�R�� ~ New[ Pari Total 3aa.a k (7 _ New Trail cove x.a It 8. % Ir�: y:re.; Vt rage a,fa f W 7 49 , -----�-=€&E,i I'.<-..-.-. ..-. -... ..-.•'.�.-.''.'. ------- --------girearnesf/�rsa-gewrcveEY?, ..m.,...ro.. -------- V EdsclrsN�sesq oes as T 5 ON floor sq nor k 3672 qhm. see! : loor 106 , ] ' FC ---s/tt lentt around ronstvrrron zee s R Itl01/2'10.0N oxer; 130.56'(ACTUAL) sm roma amuna romeumm:srte "'- - _ , ro�rt�eeeed: ( ) (130.50'PUT) (130.77'FlELIm) r....................... Total existing a,5sp 9 PIPE,LB1040 LOT 5 0 FOUND"%' Hewae yfoet,ge a OUT(3.0'Sly) 1st floorh (1 O sq !^ act soar Fm . nr porch 39 sq k ,ml floor Porch sand 'a. art. Vas� aa' door 65o eq h T.414 w4a6ita6le, 3432 tgk BIA1.1 Q EXISTING SITE PLAN 're wi iecree..e� � wttti g 9lMR f� I—I v 0 ce DESIGM CM1TEItlIA: 1319 MkV TTM.:classification: w.dam ction Udeta othwWae noted,project arca ramsiderelbna shall be lint responsibility of me owner and/or contractor.Examples of such Items Include,but shell not be Iimllsd to, THIRD (3RD) STREET ee emYnatlon noynn.eewallon.,en nags/eeWros,and spedal requeeme.e asaodsunt A, wM FEMA Noce=nd/a DEP ZonM. W 40' RIGHT OF WAY PAVED PUBLIC ROAD The contractor is responsible for the meant and methods of construction.It Is the LOT 6,BLOCK 28 SUBDIVISION"A"ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, am.ctoes Role responsibility to determine the procedure,sequeea,and temporary T n craning as to insure tne.mty a m.wweq.ro its canparie.peals canny eommumon. V L PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. The contractor small verify all conditions and dimensions at the job site prior to exlslIn conerale wetl commenarg work. The—Vander shell supply,loate,end build Into the wok all inssds,anchors,angles, I� V r gists. rtena. ,: plates,required! Rod a« openings,Ikwa..hands.,arab dapreasI e.,or aha,component...may be M erhe,p heuae requito atledl ommodalwo .noun, k. FOUND 1/2"IR 11 h me owneh ane/or coa.dodt responsibility to obtain•soNt expbratbn raped The SIP 1/2"IRON design no the project stmaape assumes an agawable toll cesdog espadty a 2000 Wf. PIPE,NO CAP (131.20'PLAT)(131.21'FIE 7 131.27'(ACTUAL) PIPE, Th 4 4 and soft 01_ J 'I•.:.-- _ d s� o shell be foil—d amiss%mc.stringent requirements am specified In these %� Engineer shell be nofined If soil con e ----------4 6 0 m gip na. Ad requirement. or site Prep I ooc0000coo0'o00< I ' Q O I O 0070 8000G00C _ --_ _ U I J oc oc000 c IIS ¢ �a4£ a x ` r. fdr0 oto Jocooc oo.. I & � I U J >co0>o. o 00000 i, a Tz C0 I n ocox0co0 a 3,ce R� �s i dI ans.�sno.°.o�°- * f.�r�;`" .1�a ud •y 'I �u� .• Q Q $I •111 W 0- > W J I.f Q Q J > I ...oc000. 000/ "f o- �� d x q :- ::1 LU LU > Q Q I 0ccoc oc 0 e. s r II "�" g W d.,, Ko�>«°c��o>oOJc �x�.k Q O ^oo o not c> 0J1»c its , II * Q d m >;oto coat. 0o c->< o�"><eoc%idoo�Xc,%io c of of oe¢J oeoo >e JO,o-. � x �°;.II �� a�. e "`�-�:. i'rr �. 2 Z Q7�cc o o>co. >r roc,00000 ,co o coot..>aco¢oc0000 ao,000r �' n L7 } Qenc> J<o<�o > of (:>co <>J. <>o Jc w x .><o coJOcc>o -coo >eoowc.000 0><� Construction Set I1J '-ooo> 0 0000 > oo m U lL n'oc oo o<JO <°>00oi;>>c o0 .oto >aoo..eco o Jo'o00 e0oo< 0- d f.o 00 0 9c o c�>oc<0-><6:00<0?0 ly O Or r> UOC J OL 'JSe9JL'yyL ° 1�1.i±aSZ C2LCJs. S0z9S`.'SScQa1L` s,r ti °pa 07.E JO JOv?'>J7 X40 JO (OOOG.,t,GC O>C't�>�> ' G>.i00000 JC>CO�I. COJ 00000'JC rJJ00<JOC'J4rJCC'O OCGVC"J(000 00 OCO OJG JO,OC<JGriJ > O'.� C <> O Project#: F- - o .oc 000 o OJ >c oc . o o< oo•oc o 0 oc <000; o< coo-ocoo,00-,<. c > ,.io°P o °o�,.o o / � coo>OOJc Z 14001 001 Date: 21 �c o 00 0 c J > o c>JOJc o o o>a ,. ma r�r 000> 00000 >0o�coco p<J co a 0 x.,, co�oo eco 00 > < 0001 r d' 18/15 Ov000 SOC OOC OOOrJO00JOG I J<OOOJOOOC JO'OC JOf OOJOG'J ><C OGJG O> OJ! ' o.. - �— _ _ ___ O Revised: — —— -- —-- LOT 6 SETB36 PIPE,,LB362 72 FOUND 1/2"IRON 130.56'(ACTUAL) (130.50'PLAT) (130.77-FIELD) PIPE,L81048 LOT ®FOUND CUT(3.0'0' Sly) Sheet ALL A/A1.1 SITE PLAN THIRD (3RD) STREET 40' RIGHT OF WAY PAVED PUBLIC ROAD Site Plan Notes LOT 6, BLOCK 28 SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5f PAGE 69 OF THE C JRREN'F PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. This drawing is based on a boundary & topographic survey made by 1. V'Z arklog—————————————————— --— — Boatwright Land Surveyors , INC. ofjackson�ifle Beach,Allarch 6th ?.014. 44' 2. See site survey for existing conditions not shown on this plan. 3- Contractor shall establish finish floor elevation. Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. existib existing-drive A .4�rivev�ay. Parking dimensions are shown to front of curb unless noted otherwise. tb-be�qn7bV�d'-��J to ireindin 4. 29l-3" to existing house Curb & gutter dimensions are shown to back of curb unless noted otherwise. FOUND 1/2" IRON Work shown is new unless specifically noted as existing. "J. SET 1/2" IRON PIPE, NO CAP 0 (131.20- PLAT) (131.21' FIELC) 131.27' (ACTUAL) silt fence around construction site PIPE, LB3672 6. The General Contractor shall verify all property lines, easements, silt fence around construction site - -parking----- -------I-- F-77777-] dimensions &setback requirements w/the appropriate department of the Portable City ofAtlantic Beach. Restroom 7. Construction materials, equipment&procedures shall be in general accord with the Florida Department ofTransportation "Standard Specifications ill 11 for Highway Constructions", latest edition, as modified by technical specifications. Copyright (02013 Starr Sanford 8. All driveways shall extend entirely to public streets to which they connect, Design Associate reserved. "I'lie design concepts, Czr, s, Inc. All rights 0 whether shown or not shown. ion 0 9. Transition smoothly from new asphalt to existing asphalt in a manner that V;,", unstruction .......... drawings, written material. and will facilitate the smooth flow of water without puddling or ponding. U spect cations of this document are U the pr?perty of Starr Sanford Design Associates, Inc, No part of these Q)TJ _J _J documents shall be copied,disclosed P� t Area Calculations _xiiiii --k . � �9 *. Existing Lo to others, or reproduced in part or 12 . I . � I -?`�,- parking�wiii� -,,;I-I - *I I- 155 existing stru re Q) CIO whole in any form without the existing carport to be remo Z) written consent of Starr Sanford ol� CL to be removed Lot 6,553 sq ft I'll, P Design Associates,Inc,Do not scale UJ CL drawings. Use given dimensions only. < Existing Impervi 6110 X ous Roofed Structures Footprint 01* . * , " 1 4' . ' ' 1,718 sq ft 26.22 0. :D C) If not shown, verify the correct > 0 a) Q NJ4 rL�rnoveu Existing Impervious(concrete,pavement) dimensions with Starr Sanford LLJ 'to be 1,789 sq ft 27-30 L �vobdfgn6e Z W Design Associates, Inc, Contractor - - - - - - - --- - _J UJ > Existing Total coverage 3,507 sq ft 53-52 0/0 shall check and verify all dimensions W ---------------------------________________.____________—----- and conditions of the job site. 18' 0 > < 0 LL < 0 CL c� IU existing wood deck C0 to be removed 0 New Lot Area Calculations :�2 Poo/ Q. U to be removed Mi < 6 Lot W LU 3; 1 1 1 553 sq ft New Im__p_er_v_io`usR_oo_fed_------ Structures Footprint U U_ CID 2,184 sq ft 33-32% Co V LL 0 0 E ting We ---------------- New Impervious(concrete,pavement) 403 sq ft 6.15% to be`reipoved� 0 0 New Impervious(open cell pavers,5olQ 411111111 I o)�10 u62 sq ft*50% 581 sq ft 8.87% �xisting wood deck X to be removed existing AC pads a) New Impervious Paving Total — I to be removed 984 sq ft 15-0�0/0 'Xi i -Cp9cr'e&-1 U 0 NewTotal coverage oved -be�em _% 3,168 sq ft 48-340/0 :C LU > House sq footage �14 0 t. arkin tu e.rie r�7 d'* pv� Ist floor 1,412 sq ft :e4isting Loperete: ist floor front porch 289 sq ft *tq*be,re M`Qv'led 2nd floor 1,370 sq ft 2nd floor porch 120 sq ft - - - - - - - - - - - - - - - - SET 1/2" IRON 3rd floor 65c,sq ft -12 PIPE, LB3672 silt fe silt fence around construction site L - - - - - - - - - - - - - -- - - - - - - - - - - Garaze FOUND 1/2" IRON exIstIng wood deck nce around construction site 130.56' (ACTUAL) (130.50' PLAT) (130,77' FIELD) i to be removed ist floor heated PIPE, LB1048 L - - - - - - - - - - LOT 5 (g FOUND "Xi" ist floor un-heated 3o6 sq ft 464 sq ft - - -- - - - - - - - - - - - - - - - - - - - - CUT (3.0' Sly) 2nd floor storage, un-heated 650 sq ft DESIGN CRITERIA: Building Classification: Residential B/A 1 1 1/8"=1 , Building Type: Type V Construction Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, EXISTING SITE PLAN determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. "Mai The contractor shall verify all conditions and dimensions at the job site prior to .-A A rk.' , commencing wo 4-1 The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The design of the project structure assumes an allowable soil bearing capacity of 2000 psf. THIRD (3RD) STREET The Engineer shall be notified if soil conditions encountered differ from the noted 6 assumptions. All requirements for site preparation and soil compaction specified in the 40' 'RIG,H,r OF WAY PAVED PUBLIC ROAD soils report shall be followed unless more stringent requirements are specified in these LOT 6, BLOCK 28 SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 51 plans. r Av"\ PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. existinc concrete wall on site retenti jxi.sting'drive 29�-X +/-to existing house FOUND 1/2" IRC P SET 1/2" IRON PIPE, NO CAP (131.20' PLAT) (131.21' FIELC) 131.27' (ACTUAL) PIPE, LB3672 ;gg 114 1 , 147�1 Q 1�11<;<> Q 0 0`1>0 0 0_0 0 0 0_0> 7 0 0 0<>0<><>0 0 0 0 Q<.',�Ir>Q 0 0 0 0 0 0 0 O'C' 0 0 0 0 0 0 6, 91, -Up Ce//pdver_s_ ,,__ L) 0 0`> 0 'i M < 0 9 0 00<) � - �, o C ,�) 0 0 0 0 0 0 0<-�0 0 0 `\,0000000� �00 <A1 0 0 0 0 0�", - - I , <> 0 To P 11%/1 "N I-p co P 01-11 A M W o >0 o<>o o o 0 o U 1911-11M Mg �MZ 0�,000000<>o MMP M 0 0 010 0 0<>0 A '101 M U C PR"Iffi, gg < q. 0 0 0 0 0<,>0 0 0< 0 F & N M�1, 00000000<'>00C><>0 W � �0 0 C_t 0 1111 Ado V2NMO'Iffill _J 000000000 < 00, MMM,1"M 0< 000000 Q n IBM, '0000000000" M-1 Y", X gm- 0 0 0 0 0 0 0 0 0('' A ", - .% "I� t, ,F, t L > L.Lj C. ill, 0000000000`,1 .10 90 Al' 6,S 5E > Mli Me N_ % WW M "IM �*n 8u,� -,- 11" "' i :7 W > v'�j � 1 ,1 5 - - ,--- :,---v Z AR Mild _J UJ 0 0 0 0 0 0 0 0 0 0 0 0<>0 A 'M Lu �yt :D N CL Cl- 00000 0 Q V V V"I V V V V 12' C� �D b000,00< 000000,)��>Ooo< 00000< 0000000 �9015 0 0 \,V 40�-� A-liy', g� 0 0 0 0,�>< 0 0 0 0 >0 000,0. 17' -00000 g 0 g� M <' , V, 0 c,0< 0 0 0'o 0 0 >k>0 0 0< 00 00,>00000 �O U > Q 0 0 0 0 0 00001>00 <)o 0 0 o 0 oo 0, 0 ,�p 0 0 0< 0000000<>0000,C><><) _21" < < 000 A W 10 4 W '00 0000000000<>o %V, tion Set 10\"0000000 '. Eli �sU� Mws V, Construe Q0Q0,>00000<>0 00look oo* U LL 1=0001 �0<'�000C,3<><)00< 0000 0 '0 �efi p 0 1 0��O< 0 0 cell ave 000 ��g�gp' 00 �C, 0 0 0 LL 2"a '0 >0000000,,�> o o o 0 0 C,�(�o 0 a�ers" <):>0 0 0 M>',7�,Q Q Q 0<>0 00�,�00000<�000 12000000�� o 0,-�o<>o 0 0,�0 0 .00 K21c,4`3�,"'OR"80 �<X> 0 0 'S y 0 0 0, 0 0 o oopei 0 0 0< 0<) > 000000000000 ',,,�opence1lpaverS*0(C>l 00 >00 "0 0000 oo 000-ol Project #: 10,00000 �-,0000cA0000< <>000 3: 14001 o<,;,0 0 0 0 ,�0 0 0 0 0 0< 0 0 0 0 000000 10<>�>0<>0 >00000 �v 00 Coo< 0 Date: 18' 000 C 000000000C><,0 00�11 000000000000 Poo/ 100(>000 >00000-`-51 '00001 0<�0 0 0 0 0 0 0 0 0 0<><�> 2/9/15 0 00,q00000o000,C>0 ----------- \1�11_ 0___ Revised: 00000601 0 >000 -7— T� =on site retentiofr_ LOT 6 7_� & 72 SET 1/2" IRON PIPE, LB36 130.56' (ACTUAL) (130.50- PLAT) (130.77- FOUND 1/2"IRON FIEW) PIPE, LB1048 LOT 5 (g FOUND "Xi" Al CUT (3.0' Sly) CO Sheet A/A1 . 1 1/8"=V F , ,7und, ',st,,,ti�,sit, '14- d PLAT ,�, SITE MN_it T T - --------- r- DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAILING r a e"a 0.131X3" TOE NAILS I. v ESIGN CODE: COMPONENTS & CLADDING G AGE DOOR PRESSU S UPLIFT TYPICAL DOUBLE TOP TYPICAL STUD NAILING: 2X6, 2x8 = (5) NAILS n:�� I , 0111 -� � 2x10, 2x12 = (7) NAILS '-0" MIN. SPLICE LENGTH TYPICAL STOP PLATE NAILING: ; 2010 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES (PSF) CONNECTOR FASTE ERS FL# CODE 0.131x3" END NAILS: g" LVLYN , 11" LVL = 7 NAILS ", � LEVEL 2 ALTERATION (SEE 12/30.2 FOR WORKSHEET) 1 CAR SYP SPF O / (16) 0.131x3" NAILS I,' FASTEN ALL TOP PLATESt TRIBUTARY INTERIOR EDGE STRIP (PSF): +22.9 (2) 0 2x4, 14 LVL, 16' LVL = (9) NAILS VENLY SPACED I TOGETHER wr g(�y�{-I� RIGINAL PLANS, AREA (sf) ZONE PSF GARAGE USP A35 450 450 (9)1Odx1'/2" O ;, � I UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. ( ) a' = 4'-6" DOOR 3 0 2x6, / (3) ROWS(8'xT) -25.0 USP RT7 585 495 5 8d EA. E D (4) ® 2x8' SYP#2 N'' OF .131x3 0 12" O.C. STAGGARD. A17�411 10 +25.6 -27.7 +25.6 -34.2 SYP#2 DBL HEADER, ;.DESIGN LOADS: ACTUAL AND UNIFORM USP RT8A 775 650 5 10dx1 1/2" EA. END 4 s-0" IN.2 CAR O TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, FULL HEIGHT ANCHOR 6"MAX. TOP PLATE PER PLAN � �111, ROOF FLOOR 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21'8 USP MTW12 1195 860 (7)1 Odx11/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS EITHER SIDE OF PLATE �I i'` ' ROOF LOADING (cd=1.25) (cd=1.00) DOOR -23.9 USP HTW20 1450 1245 (12)10dx11/2" EA. END ALL WALL STUDS.. HEIGHT CHANGE TOP CHORD LIVE LOAD 20 psf 40 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') � Lou P o n t i g o a n d TOP CHORD DEAD LOAD 7 psf ARCH SHINGLES 10 psf USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP 2 FOR ALL TOPSEE 5 SO.0 2x-BLOCKING ONLY RAISED i TOP CHORD DEAD LOAD 20 sf( TILE SHINGLES) 10 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE PLATES AND SOLE PLATES. J__ / HEADER Associates, Inc. P ( ) USP MSTA36 2065 2065 (13)10d EA. -ND REQUIRED IF SHEARWALL 1 i;' TON:BOTTOM CHORD LIVE LOAD 10 psf 0 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY N - ---- 2x SPF DIAGONAL BLOCKING BOTTOM CHORD DEAD LOAD 5 psf 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/2"O ROD T FTG. -1 SIMPSON H2.5T OR ) f r SHALL BE PERMITTED 2 3. USE SYP#2 FOR ALL TOP FASTENED w/ 3-0.131"x3" 420 Osceola Avenue DEFLECTION CRITERIA: USP JUS28 1305 1305 (6)10d TO H ADER HEADERS I LSTA12 STRAP FOLDED `I. DROPPED EA. END TYPICAL. OVER TOP PLATE I HEADER SHEATHING MAY EXTEND 2° lax. beach, Florida 32250 ROOF FRAMING: LIVE LOAD 1_/240 TOTAL LOAD 1_/180 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/8"� ROD T FTG. 4. ALL WALLS SHALL BE I I -\ - --- PAST BLOCKING- WINDOW Ph.242-0908 Fax. 241-9557 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD 1_/240 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/e"O ROD TO FTG. BALLOON FRAMED FULL I I =_ __= ARCHED LSYP#2 HEADER, ATTACHMENTS MUST FL: CA# 8344 SC: CA#3579 TRANSOM r ANCHOR INTO 2x MATERIAL. 5 HEIGHT TO ROOF OR FLOOR _ FULL HEIGHT PER PLANS LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /8"O ROD w (12)16d L-- ----J FASTEN LOWER STUD OPTION CONTACT US WITH YOUR COMMENTS WIND LOADING: BEARING ELEVATION, U.O.N. ON ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A USP PAU66 2535 5/8"O ROD w/ (12)16d PLAN. PERMANENT TRUSS SYP#2 DBL. TO TALLER STUD w/ SEE RIGHT ANCHOR, SEE MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER TOP PLATE 2-ROWS OF 10d COMS I PLAN FOR SIZE;; JACK AND COMMENTS @ LP-A,COM USP MSTAM24 1545 1455 (5)1/4"x2-1/ TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. WINDOW SILL SEE AND LOCATION KING STUDS, BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE • INTERIOR LOAD BEARING SCHEDULE 3/S2.0 1," SEE PLAN 11,1111 11,1111 OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET BLOCKING AT ALL FOR SILL SIZE AND � � WINDOW SILL SEE LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED WALLS TO CONCRETE SLAB TYPICAL SOLE THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS SHEATHING JOINTS: CONNECTION EACH SCHEDULE 3/32.0 BY 0.75 WHEN COMBINED w/ DEAD LOAD. w/16d MASONRY CUT NAILS ® 2x4 FLAT WISEMUM. SEE . FASTEN PLATE NAILING: END 'a FOR SILL SIZE AND SOLE PLATE ANCHOR: I%.% u�uuauulr'i�;�p'1jt� BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH � 4-4- UPLIFT FOUNDATION (PLAN ADDITIONAL __ __ ° TOENAILS.CHEND WI REQUIRED 0.131(3;'®0� AILS: ;I, ' EPDXY ANCHOR (MIN 3,°`° ,, ENDNECTION EACH 3j" EMBED.) %'°C.- %, sA"4_ (4�`��-q?t IMPORTANCE FACTOR ---------------- 1.00 0 '� a � CONNECTOR SYP SPF FASTE ERS FL# CODE ANCHORS AT SHEARWALLS AT SHEATHING JOINTS FOR ;h> THREADED ROD AAS 30'y, �, "'") (4) 2x6, 1 a c� sA MEAN ROOF HEIGHT ---------------- 20.0 FT , (5) 0 2x8. „` ir) ---� EXTERIOR WALLS AND !' ANCHOR DRILLED & r�s� `,,. .•_ , ROOF PITCH -------------------- 7/12 " ,I PLATE WASHER, ®� fl. . ' . I o A35 450 450 12-8dx1/2 10446.4 EPDXY w 2"0 x a i I SHEARWALLS / BUILDING CATEGORY ---------------- ° H2.5T 600 520 5-8d EA. END 11478.3 PT. SPF#2 • v,� = , SEE SCHEDULE BELOW II -��`- DENOTES EDGE STRIP. m --------------- -- SEE C & C CHART H8 620 530 5-10dx11/2" E . END 11470.3 SEE PLAN FOR STUD SIZE SOLE PLATE 4 k 1 > � 8 EXPOSURE CATEGORY CA ENCLOSURE CLASSIFICATION ------------ENCLOSED ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-10dx1'/2" E . END 10456.3 AND O.C. SPACING. FLOOR SHEATHING, III '%N' A (ATS 9 INTERNAL PRESSURE COEFFICIENT ---------- t .18 HTS20 1450 1245 24-10dx1'/2" EA. END 13872.3 SEE SPECIFICATIONS ' U. � � �F � ! __ __ ,Ia CONTINUOUS BLOCKING � " 'a .`+. L R ';•' ' L '� ;1 Is; ;• ,• . 4+a�� J o FOUNDATION SEE PLAN .t r •.� MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS 1 1 ' MATERIAL SPECIFICATIONS a' - MSTA36 2050 1870 13-10d EA. END 13872.8 WHERE POST IS ABOVE. 0 16" O.C. 8 11 I 2 �ohu,,, a•�114,1�a19 DATE -1 I __� '� r - -1 Z cn WALL FRAMING AT ALL FRAMING AT MAX ' MIN. WALL FRAMING AT z L__ 18-16d TO T USS/BEAM =k`' PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM4$OLE LEVEL OF HARDWARE AND ANCHORS: HTT4 3480 3080 5 11496.2 Q J PLATE;BREAK DROPPED HEADER CONDITION ALTERATION 02.16.1 OD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] -'�a'� a'� 1-/e"� ROD T FTG. SYP#2 DBL. I I w a_ ;> ANCHOR BOLTS & THREADED R TOP PLATE I = �` ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TOT USS/BEAM (n 0 �.. SCOPE OF SERVICE WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). HTT5 5250 4670 5 11496.2 P---- -- I I _j zo SOLE PLATE ANCHOR SCHEDULE 1-/6"0 ROD T FTG. } ;F' NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. I I I ¢w BUILDER MAY CHOOSE EITHER THE DROPPED 2 TYPICAL WALL FRAMING ' THREADED EXT. WALL SHEARWALLS 'WASHER EMBEDMENT EDGE METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER IT I I m HEADER CONDITION OR RAISED HEADER CONDITION ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE MEANS AND METHODS: LUS28 930 780 10655.113 30.0 EXTERIOR SHALL BE GALVANIZED. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST I I I Q z I 3/8 40" 16" ,'2x2x'/e" 3'/2" 1 3/4" j RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I 1 , , „ 14-16d TO HE ,DER __ J w. 4,; 1/2 48" 24" 2x2x/8" 3/2" 1 3/4" DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4 SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L-_-- J cV 11 LARGER THAN REBAR SIX AND '/e" LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST 0 i MASA 48" 24" N/A N/A N/A (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SEE 1/30.1 ' ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 5/8"0 ROD w/ 2-16d 10849.6 SEE 5/30.0 (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5 WINDOW SILL SCHEDULE SYP#2 (2)12d TOE _ FIELD ALTERATION /e'� ROD w/ 2-16d 10849.6 INTERIOR BEARING EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: WALL: SEE SCHEDULE HEADER, NAILS E.E CONTRACTOR ONTIG &A550 IATESLL PRIOR SET N/A N/A SIMPSON EPDXY-TIE 11506.4 ROUGH DROPPED HEAD MINIMUM END PER PLAN:!�� OPENING (MIN) PONTIGO&ASSOCIATES PRIOR TO THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE BLOCKING AT ALL FOR STUD SIZE OPENING OR SILL PLATES FASTENER EACH END MAKING ANY STRUCTURAL FIELD REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60 LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. 10-16d TO STUD/BEAM/POST AND O.C. SPACING. WALL 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS MODIFICATIONS WHICH MAY VARY WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT206 1675 1675 11496.3 SHEATHING FROM THE INTENT OF THE ORIGINAL WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. , 2x4 FLAT WISE. END HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-/2"0 ROD T FTG. 6 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS RATED SHEATHING, CONSTRUCTION DOCUMENTS.ANY LAMINATED VENEER LUMBER LVL): ALL LAMINATED VENEER LUMBER FASTEN EACH END FASTENER BOUNDARY OF FIELD ALTERNATIONS MADE PRIOR TO ( PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 SEE GENERAL NOTES. BEING APPROVED BY Lou PDNTIGo a SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY WITH 2-10d TOENAILS. < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS ONLY REQUIRED AT WALL SHEATHING TO I SHEATHING ASSOCIATES MAY RESULT IN MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 BLOCKING AT ALL SOLE PLATE S 12'-O" (3)2x6 STP #2 (1)A35 + (4)12d TOE NAILS SHEATHING JOINTS ADDITIONAL ENGINEERING OR SHEATHING JOINTS: RAISE 1/ " FROM EXAMPLE OF PANEL INSPECTION FEES. GENERAL NOTES CONSTRUCTION SPECIFICATIONS FOR EXTERIOR WALLS 2x4 FLAT WISE. FASTEN BOTTOMOFSOLE SEE BELOW FOR BOX Y CL REQUIRED BETWEEN EDGE w/ BLOCKING WALL AND SHEARWALLS EACH END WITH 2-10d PLAN AND FASTEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. � WHERE REQUIRED BY HEAD OR SILL SHEATHING TOENAILS. ONLY REQUIRED w/8d 0 3" O.C. PLATES SEE GENERAL NOTES. i FLOOR SHEATHING SPECIFICATIONS. AT SHEATHING-JOINTS FOR I 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD EXTERIOR WALLS AND KING & JACK SCHEDULE SHEARWALLS STUDS SEE PLAN ROUGH OPN'G, SEE ARCH. NAIL SPACING AT ROOF SHEATHING SPECIFICATIONS: SUPPORTED EDGES, - A RATED OSB OR PLYWOOD SHEATHING NAILED w 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN -0" OF ROOF EDGE). SEE DETAILS SEE DETAILS (6)12d TOE NAILS GENERAL NOTES . < L - - U - -,.7... F SHINGLE MIN. /�e 24/16, AP / ON 31.0 ON 51.0 TOP & BOT. O .. Q TIL - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). f - __ - __- - - A 2x_ SPF T&B w/ F--- -I F_ _1 F , KING & 12d 0 8" O.C. EXAMPLE OF UNSUPPORTED . WALL SHEATHING SPECIFICATIONS:- IIII 1 (TYP) (UNBLOCKED) PANEL EDGE 4. - JACKS SHEATHING (TYPICAL) FLEXIBLE FINISH MIN. 7&" 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE I I POR PLAN w± CONT. AT ORIENTED VERTICALLY OR HORIZONTALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I I I I I I A . ! � 0�"',- I I I I I I SIMPSON LTP4 ON N c GIRT/VERT NAILING TO INTERMEDIATE STUCCO FINISH.-MIN. 7/j,", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d 0 6" O.,C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. L--------J L--------J L--------J JOINT.` r 'U �. O INSIDE FACE, IF NO SUPPORT IS 6" O.C. MAX. W 2x SPF RIPPED ROOF JACK STUD (UON) TRUSSES, OR MASONRY SPECIFICATIONS: TO FIT ARCH. FLOOR JOISTS. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STORY MULTY STORY BOX BEAM BETWEEN WINDOWS DEPTH REQ'D. 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAYBE USED IN BRICK VENEER. IN TWO STORY FRAMING SECTION A-A W CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. :. 1 TYP. WALL SECTIONS 3 WINDOW HEAD AND SILL FRAMING :, 4 . SHEATHING NAILING DETAILZ ' r , CONCRETE MASONRY UNITS (CMU): t W CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL 30.0 30.0 " �I_ 30.0 SCALE; 3/4" = V-0" '. ( t I M REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY, THE WALL HEIGHT EXCEEDS 5-0 . W ,- - . l - - s " •': .. .;, ..�. ` 59 ' is I 111, ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE " Z MASONRY STEMWALLS: A Q r/ USED. GROUT ALL CELLS CONTAINING' VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES,IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL E REINFORCED FULL HEIGHT MULTI-PLY HIP RAFTERS 1�/4z 1�/z"J T - 4 0 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS PROVIDE CONTINUITY 1 OF, REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR SPLICE TOGETHER w 3-ROWS (3) ROW OF 1,Od ,11- ["',_ '' 1 1 V) U 1 DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF-5 'OR MORE COURSES,`PROVIDE'-HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL B: INCREASED AS NOTED ON ;^, riNAILS-=0,8' =aOG. 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". Ay 16d COMMONS ® 8 O.C. 2 PLY STAGGARD ,FROM`BOTH BEAM. STAGGERED FULL HEIGHT- V) < IDES. TYP) 1 4 3 PLY BEAM. N . a ANCHOR 2x4 BLOCKING . CLAY MASONRY (BRICK): THREE SIMPSON A35 • W BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. FRAMING CLIPS EA. 024'- D FASTEN ❑ Uj 2x4 MEMBERS: 6� EACH END w/3-10d SIDE (9 TOTAL) (1) ROW OF 10d '�q� �' , TOENAILS' CONCRETE SPECIFICATIONS: . 4 (4) ROWS 12d NAILS 0 4" O.C. " C? ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI T301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI A 28 DAYS AT 12" O.C. - - CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. v . I , 11 I C? cc EA. SIDE. 2x6 MEMBERS: a a N 2 ROW OF 1Od . GENERAL NOTES: (3) ROWS 12d O . I U) m U FOOTING AND FOUNDATIONS: \ NAILS 0 4 O.C. - STUD BELOW AT 12' O.C. STAGGERED` LOWER TOP 4-10d IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS REC MMENDED TO VERIFY SUITABLE OVERHEAD DETAIL EA. SIDE. PLATE AT BREAK OVER LAP DOUBLE COMMONS I 1 2 & 3 PLY BEAMS TOP PLATES t SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL; BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL 2x4 OR 2x6 'POST 2 8-POSTiI'll ORTHOGONAL VIEW WALL INTERSECTION N SHALL BE COMPACTED 70 A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. t THREE SIMPSON A35 FRAMING CLIPS EA. �� OF CORNER CONDITIONS TION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND L CATION FROM THE SIDE 9 TOTAL MULTI-PLY -t 1f - r n FOUNDA ( ) 3)ROWS OF 5" (3)ROWS OF 6;'4" '" .. �+ 11 FOUNDATION PLAN SHOWN ON 31.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE 0 , LOCATION IS NOT HIPS, SEE PLAN ( ( ) - Ii . . DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) TRUSSLOK TRUSSLOK s ' J� , z �� ENGINEERED WOOD ENGINEERED WOOD - 7 C )z, i OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 , Q �� " IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 8" O.C. OR ROD CHAIRS. FASTENERS 0 24"o.c FASTENERS 0 24"o.c � 'o O UNLESS 0 AS SHOWN AS SHOWN A 10 I �[ Q PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 CORNER WALL INTERSECTION � �� I �;,, CONDITIONS CONDITIONS BAR DIAMETERS - i.i. 1z I Q I tk. CONCRETE SLABS ON GRADE: ] RIDGE, SEE PLA 3 PLY 4 PLY � � r I;: ; t30TES: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN L - TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 16'x16' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE M THODS. 16 LVL AND GREATER I € 1 ;;OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS SID VIEW OF CONNECTION a xf C� tC im '- DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL I :- Lt, O DENOTES FULL HEIGHT ANCHOR, SEE PLAN WOOD FRAMING SPECIFICATIONS: NOTES: , * _ 1 I 11 'IDENOTES SOLE PLATE ANCHOR, SEE SCHEDULE Q G HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR _ 1. TYP. CONNECTION AT STUD COLUMNS, , :, ALL WOOD FRAMING a t CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE ' SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACH D FASTENERS SHALL BE JACK-TO-KING ASSEMBLIES, CORNER POS ET = sv� 4; rylj I Lx =t a_. __� , ,CAPTIONS ARE SHOWN STAINLESS STEEL. 2. SPECIFIED NAILING REQUIRED FOR EVERY SPL •3' .1 _ � �+ PRE-ENGINEERED WOOD TRUSSES_ IN ADDITION TO (2) PLYS Im r 6 SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS I `� , L�� @ FRAMED- WALL CORNER AND INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND 5 HIPS AND RIDGE CONNECTION 61. BUILT-UP MEMBER FASTENING 7 INTERSECTIONS STUDS CONFIGURATIONS RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRA ._CONNECTIONS,' SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHE USING (2) STRAPS ON r ' ``- ' """ ' - SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. 30.0 I 30.0 s ;W111 I30.0 i ROOF COVERING SPECIFICATIONS: FULL HT ANCHOR TERMINATES _ DESIGN AT UPPERMOST TOP PLATE =.�.,,..`_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY WHERE ANCHOR A AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL.' AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED w/ NUT AND WASHER. SPECIFIED ON PLAN ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLA ON OF ALL METAL FLASHING AND VALLEY MATERIALS. ADJ. TO GIRDER/BEAM WASHER CRITERIA CONVENTIONALLY STRAP CONVENTIONALLY STRAP LOCATE ANCHOR WITHIN O D FULL HEIGHT WATERPROOFING: WHERE NOTED ON PLAN WHERE NOTED ON PLAN _ /-6 OF POST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ANCHORING SPECIFICATIONS AND PLAN I X I ANCHORING SYSTEM: THE THREADED ROD ANCHORING �I� UPLIFT FT -4 Q SYSTEM SHALL CONSIST OF WO A307 THREADED I I I I I I I I I I I CONNECTOR F [�]v N RODS, ORIENTED VERTICALLY AND ATTACHED TO THE GENERAL " � Up WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS I I I I 1 ;`�,- DOUBLE TOP �' �" I I I I I I I PLATE SEE PLAN f DOUBLE FULL HT. FOUNDATION AND TO THE UPPERMOST PLATE AT THE NOTES POST, PER SOLE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE I 1 FULL HT. TOP PLATE. ANCHOR I I I I I I I PLAN I I _ PLATE ANCHOR TOP PLATE, PROVIDE A 2"x 2"x )C STEEL WASHER. CONNECTION FASTEN ;WITH A NUT AND ALLOW AT LEAST 3 MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL I I I I I I I I I FULL HEIGHT THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. I I I I I I I I I THREADED ROD DO NOT SCALE DIMENSIONS FROM SOLID BLOCKING -�-WALL STUD THESE DRAWINGS.IF A DIMENSION IS 1_31/2 x3'/2 x'/4 4" 6'-0" >C GABLE X-BRACE, SEE DETAIL 11/S2.0 I I 1' I I I I I I SEE PLAN ROD INSTALLATION: AT ALL PLATE PENETRATIONS, WITHIN FLOOR A OR POST. PROVIDE A' HOLE IN THE PLATE " LARGER THAN .TH UNCLEAR REFER W THE TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 1_4x31/2"x'/4 6" 8'-0" HEAD R SIZE, JACK AND KING STUD I I I NI I I I I H6-1 2 TYP DIAMETER:OF THE THREADED ROD USED. WHILE ARCHITECTURAL DRAWINGS OR DESIGNATES SHEARWALL. THE / QUANTITY. I I I I 1 1 I ( ) I I CONTACT THE E.O.R. I SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS L5x31/2"x'/4 6" 10'-0" ____ __ HIDDEN LINE DESIGNATES SIDE OF -. -I- - - �- - - - -1 - - - - STEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES RIM JOIST TO TOP PLATE TOE NAIL (8d O 6°) GUN NAIL 0 6" W WALL THE SHEARWALL SHEATHING ELEVATION WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 1_6x3'/ "x'/a 6" 12'-0" TO BE APPLIED. 8d @ 3/6 I 1 1 IFLOOR RUBS OR JOIST I I (OPTIONAL, LOCATE (��j PLAN NAME - - - -I - - - - AS NEEDED a A ROD SHALL BE INSTALLED APPROXIMATELY CENTERED 2 LNASILLING. DESIGNATES 8d COMMONS 0 3" -I- -I- ) IN HOLE.. RODS. MAY BE SLANTED FROM TRUE HILLIS RESIDENCE CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS , 3" 6' �)M6 1_7x3/2"x/4 6" 16'-0' O.C. EDGE & 6' O.C. 'IN THE I I I I I I I I I I C FULL HT. VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO (TYP) CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" I I I I I I I IV1 ANCHOR AVOID CONFLICTS WITH FLOOR,AND WALL FRAMING DESIGN/DRAWN/CHECKED 1. STEEL LINTELS TO BE MINIMAL 36" 1 THE NUT ABOVE THE UPPERMOST PLATE SHALL BE CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK I HEADER, 1 I I 1 I I 1 1 1 AT SILL PLATE AT TOP PLATE SECURED OVER THE WASHER TO A SNUG-TIGHT ' CS JMD LAP RESISTANT COATING OF EPDXY BASED VENEER ADJ - ADJACENT LG - Long I CA I I I I I'I I I I t FLOOR 1 CONDITION PLUS ONE-HALF TURN OF A STANDARD JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. I BM - BEAM MANUF - Manufacture I I I I I I I POST TO I I FRAMING WRENCH (APPROXIMATELY 30 FT.-LBS. OF TORQUE). DATE WEATHER BOT - BOTTOM MONO - Monolithic I MATCH FULL HEIGHT ANCHOR INSTALLATION CHART DUE TO SHRINKAGE AND COMPRESSION OF BUILDING , 02.04.2015 RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING OC - On Center I I I I I I I I I 2. LINTEL MORE THAN 8'-0". SHOULD 1 I I I 1 I I POST ABOVE I I FULL HEIGHT �� SlilLLl RE-TIGHTEN NUT TO 30 JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS 2. LATERALLY SUPPORTED NOT O I CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board 11 ( OA © OD O T) FT.-LBS, OF TORQUE AFTER ALL TRADES ARE CONTROL NO. DBL - DOUBLE PERP - Perpendicular I I I I 1 I I I THREADED ROD FOUNDATION, THREADED COMPLETE AND PRIOR TO INSULAMON. ROOF RAFTER TO 2x_ RIDGE B.A. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4x3" WD. a DIA_ DIAMETER PRE ENG - Pre Engineered I I I I I I I 1 I I SEE PLAN / PER PLAN. .ROD 0 WQOD PLATE CONCRETE WASHER EMBEDMENT EDGE 5236 SCREWS INTO HEADER PROVIDE A '/2" LINTEL EA EACH PSF - Pou ds per Square Foot I I I I I I / THOLE THOLE SPEC. DEPTH DISTANCE EPDXY ANCHORING: ALL THREADED RODS SHALL BE CONT. HEADER, TWO PIECES FACE NAIL 16d® 16" O.C. 0 EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI - Pounds per Square Inch I I I I I 3/8 Y,"O /2' 2x2x/e" 4" DRILLED & EPDXY ANCHORED. SEE INSTALLATION TRUSS ID. SEE NOTE 2 e 1 4' 2" 3 CHART FOR EMBEDMENT AND EDGE DISTANCE N/A CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR - ENGINEER OF RECORD PT - PRES 'URE TREATED INSTALL 1-STORY 1/2 two /16"0 3x3x/4" 6' 6" 2}" 3" REQUIREMENTS / 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie 6"MAX. FROM SEE TABLE AT RIGHT EMBEDMENT STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce KING STUD THREADED RODS FOR EPDXY ENBEDMENT 5/8 Y4'p Y,"0 3x3x'/, 7.5 10" 2Y2" 3" i LPA NO. SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16") GUN NAIL 0 8" TIES 0 12" O.C.. (FOR 110mph HEADERI FLASHING FBC - FLORIDA BUILDING CODE SF - Squar. Foot WHERE 2-STORY RODS AND EDGE DISTANCE. DEPTH E CANNOT BE INSTALLED � " MONO STEM MONO STEM HANN-14-00418 WIND-ZONE VERT. TIES 0 16 O.C.). SEE PLAN BRICK LINTEL, FDN - FOUNDATION SPF -Sprue Pine Fur SOLE PLATE ANCHORS FULL HEIGHT ANCHOR SHEET NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT - FOOT SYP - southern Yellow Pine FULL HEIGHT ANCHOR PLACEMENT DIAGRAM PER SCHEDULE WALL SECTION 3"x0.131"O = GUN NAILS 2"x0.113"O = RINK SHANK 12" OF OPENINGS. PROVIDES/�6"0 WEEP FTG - FOOTING THRU - Through TH EADED ROD INSTALLATION CHART 2"x0.113'0 = 6d 2/2"x0.131"O = 8d HOLES 0 33' O.C. IMMEDIATELY ABOVE SECTION VIEWI HDR - HEADER TYP - Typical 8 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM SOD 3"x0.148"O = 10d 3'/2"x0.162"O = 16d FLASHING. HORIZ - HORIZONTAL VERLION - Unless Otherwise (Noted OF BRICK LINTEL LBS - POUNDS VERT - Ver Teal 50.0 1'/2"x0.148"O = 10dx1'/2" 11/2"x0.131"O = 8611/2" A WWF - Welded Wire Fabric SHEET 1 OF12 .II L I t 8 SOLE PLATE ANCHOR SEEPLAN 1#4 EXTENDEDm EA e ' 0 mw SEE ARCH. 1#4 CONTINUOUS, PROVIDE OF RECESS. (TYP.) Lou P o n t i 8 o and Associates, Inc. I-m Hiii, Z CORNER BARS 3' EA. SIDE ' 6" \ OF RECESS. (TYPICAL) H a STEP,ARCH d ? t t MAX 5'/Z" TYPICAL WALL FRAMING ° 4" MAX. ( ) FEQUAL TO SLAB 420 Osceola Avenue AND ANCHORAGE PER 1 THICKNESS. Jax. Beach,CONSTRUCTION SPECS. CH DOOR Ph. 242-0908 Florida Fax241295057 5A © CURB 5B SLAB RECESS FL: CA# 8344 Fa cA#3579 GARAGE WK DETAIL WITHTSEE ARCH. RECESS TYPICAL WALL FRAMING CONTACT US WITH YOUR COMMENTS M ° SLAB ON .,�,• + SLAB ON s6 COMMENTS @ LP-A,COM z b GRADE, AND ANCHORAGE PER LE PLATE ANCHOR • s CONSTRUCTION SPECS. a i SEE PLAN. SOLE PLA E C 0 TYPICAL iWALL FRAMING /4" DEEP SAWCUT w/ \, SEE PLAN. PAVING AN H R AND ANCHORAGE PER ELASTOMERIC SEALANT \ PEM SCHEDULE (2/S2.0) z X d SEE PLAN CONSTRUCTION SPECS. 7�; J 1 BY BULDER SEEBPLANGRADE, STEP, SEE ARCH. PLAN. I SLAB ON abs"kj,11111110 u.'d'' GRADE,12"x12" 1#5 CONT. 2-#5 CONT. N - E.J. SLAB ONSEE PLAN.DETAIL 2B MATERIAL . _ /•' • d • / :- N \j d \j� ALT. FOOTING AT SLAB ON 1 GRADE, % �� mos C1 /y) BUILDERS DISCRETION. ° _ 4 SEE PLAN. ° I SEE PLAN. NOTES: GRADE /� .A ,. .• • / % 1) PROVIDE SAWCUTS TO CREATE 3 ® 48" O.C. Q$ APPROXIMATE 16' X 16' MAX. SQ. 8"x16' THICKENED ROD CHAIRS (TYP.) w/ 2—#5 CONT. \ LL 1—STORY, ',w/(2)#5 CONT. 2 SAWCUT CONC. SLAB WITHIN 4 8"x16" 1-TORY w/(2)#5 CONT. t' AL1 E 16" w 2)#5 CONT. THICKENED EDGE s"xs" 8"x20" 2—,STORY, ''w/(2)#5 CONT. TO 12 HOURS OF CONC. S"x20" 2 STORY, w/(2)#5 CONT. ' �� " /( zT w/1—#5 CONT. PLACEMENT. �� . r DETAIL 2A a 1 STEM WALL AND FOOTING 2 THICKENED SLAB 3 BEARING AT INTERIORSTEP-DOWN SAWCUT DETAIL 5 MONO. FOOTING`AT ' ' P ' <.: •• ' S0.2 SCAL • 3 4" — 1'-0" SCALE: 3/4"-1'-0" S0.2 SCALE: 3 4" = 1'-0" SL2 SCALE: 3/4' = 1'-0" So.2 SCALE.�3/4' = 1 —0" / — SO — / uaen aaesaa a • REVISIONS DATE OVERLAP SIDEWALL TOP PLATE 0 LEVEL OF 1 ALTERATION 02.16.1 GARAGE HEADER ALWAYS PLACE GOAL POST. FASTEN TO STUD TYPICAL WALL FRAMING AND HEADER AT . PACK WITH 2—ROWS OF 16d ANCHORAGE PER (2)20ga STRPS TOP OF ROUGH` RING SHANK NAILS ® 12" O.C: OPENING HEADER TO JACK ATTACH GARAGE DOOR THRU CONSTRUCTION SPECS. „: FIELD ALTERATION (2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY IN FULL HEIGHT - CONTINUOUS 8". STUD PACK, PER GARAGE DOOR CONTRACTOR SHALL CONTACT LOU Y2" THREADED ROD U—BLOCK BON (2)2x6 JACK STUDS THREADED ROD SUPPLIER PONTIGO&ASSOCIATES PRIOR TO w/2x2xYe" WASHER. y BEAM w/1—#5 CONT. SEE PLAN MAKING ANY STRUCTURAL FIELD 8" CMU OPEN BOTTOM LINTEL - I MODIFICATIONS WHICH MAY VARY EPDXIED 6" MIN iD - FROM THE INTENT OF THE ORIGINAL BLOCK w/ 1—#5 CONTINUOUS SPACE O 24" O.C. 8" CMU WALL w FULL HEIGHT %" CONSTRUCTION DOCUMENTS.ANY #5® 48"O.0 IN / O BE NG APPROVED BY MADE PRIOR (2)2x STUD CORNER THREADED RO • GROUT FILLED CELLS. EPDXIED 12" s s e e e e ASSOCIATES MAY RESULT IN 2x8 SYP#.2 DECK SLAB ON GRADE, FULL HEIGHT ADDITIONAL TIOENGINEERING OR JOIST P.T.T. SY O.C. SEE PLAN. P.T. SOLE PLATE INSPECTION FEES. (1)SIMPSON ABU44 POST ANCHOR GARAGE SOLE PLATE THREADED ROD w/ 1/2"Ox12" ANCHOR BOLT AND GRADE FLOOR ANCHOR SEE PLAN 8" CMU STEM WALL W/#5 16" WIDE x 6_ DEEP PAD 4X4 POST 12-16d COMMON WIRE NAILS /\/ \/\ a �s• SOLE PLATEp,e FOOTING w/2 #4 / / \ \ z ANCHOR GARAGE WING WALL SECTION SLAB ON VERTICAL DOWELS w/STD.90' 8x8x5.5 HIGH / / \ — ��/ t < ' s `, THICKENED SLAB EDGE ° / CENTERED TO SUPPORT CONCRETE PIER �� GRADE— _ ' . °:•. •'a .°' • ° ,• / BEND INTO FTG. SPACE ® BOTTOM OF STAIR °' � ° � °' SEE PLAN 32" O.C. GRADE TYPICAL AT GE OPENING. • ° ARA 4 q � . GRADE • ' o c STEMWALL THICKENED Q':'4' •' .4 °• SLAB, SEE ° NOTES: ❑ e a 7•v ��\ Iff FOOTING N °° P.T. SYP No. 2KICK—PLATE. \\ \// \� DETAIL 4B/50.2. 1 4 �' FOOTING CONCRETE FASTEN TO FOOTING w/ �/4"0 2'-0"x2'-0"x1'-0"d STEMWALL VERSION MONOLITHIC VERSION 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. _ 3" CLEAR CONCRETE FOOTING x 21/2" TAPCON ANCHORS AT TYP 8" O.C. AND ADJ. TO EA. � � W/ 3—#4 EACH WAY AT:CONTRACTOB OPTION, EITHER VERSION MAY BE USED GARAGE WING WALL ELEVATION" 10"x20" STRINGER. w/ 2—#5 CONT. W 0 WALL AT GARAGE WOOD STAIR DETAILS ONC. PIER & FOOTING C SCREEN WALL ', 10 GARAGE HEADER FRAMING s STEM A A R TA 8 9 A/ ,. W S0.2 SCALE: 3/4" = 1'-0" S0.2 SCALE: 3/4" = 1'-0 S _2 SCALE: 3/¢" '1'=0 SO.2 SCALE. 3/4" = V-0" S 2 LL r W POST, SEE PLAN • W EXISTING SLAB ON ❑ W 1 FLOOR JOIST GRADE,� :, ° ' s• ,• ' 2010 FLORIDA BUILDING CODE- EXISTING BUILDINGS - ALTERATION LEVEL WORKSHEET _ '2 FULL HT. TO REMAIN � N WOOD BLOCKING SEE PLAN. I , n, N S0.2r/ 04 � Uj Uj _ m BUILDERS DIIS°TING AT CRETION. 6� °° FOUNDATION OFF—GRADE LEVEL 2ND FLOOR FRAMING LEVEL 3RD FLOOR FRAMING LEVEL NEW EXISTING NEW EXISTING I NEW EXISTING ° STR iC�IDNSTRUCTIOM- BUILDING 2 SIMPSON FLOOR BEAM, HGAM10 SEE PLAN. .-' ° ' r n 24" 3—#4 HOOKED r u d VERTICALS 8" O.C. T � . ."• •* .°.. .; 'd•• —_ „ ISOLATED FOOTING, BUILDING =III—III I=Ij4Fx36%12" CONCRETE 8 SEE PLAN REINFORCING, F@OTING w/3—#5 EA. SEE SCHEDULE. CONFIGURATIONS I I I I -1WAY BOT. \\ . 11 CONC. FOOTING @NEW OFF-GRADE BEAM 11 ISOLATED FOOTING 1 S0.2 SCALE: 3/4" = 1'-0" S0_2 SCALE: 3/4" = 1'-0" f EXISTING STRUCTURE AREA (S.F.) 926 S.F. 926 S.F. 926 S.F. *WORK AREA 0 S.F. 926 S.F. o S.F. DESIGN CRITERIA OFF GRADE BEAMS ON NEW FOOTINGS HAVE BEEN NEW BEAMS ADDED AT THIS LEVEL TO SUPPORT NOTES: ADDED TO REPAIR/RETROFIT EXISTING SAGGING 3RD LEVEL ALTERATIONS. WORK HEREIN IS 100% OF ALTERATIONS AT THIS LEVEL AND FLOOR FRAMING INCIDENTAL TO 3RD LEVEL REQUIREMENTS GENERAL ALTERATION NOTES CLASSIFICATION REPAIR/RETROFIT REPAIR/RETROFIT ALTERATION ' DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE p ARCHITECTURAL DRAWINGS OR ' I E R C�E N T A G E 0 � CONTACT THE E.O.R. 926 S.F. (WORK AREA WITH ALTERATIONS) LEVEL 2 ALTERATIONS : 926 S.F. X 3 TOTAL AREA PLAN NAME ALTERATION ( ) "' HILLIS RESIDENCE DESIGN/DRAWN/CHECKED CS JMD LAP * "WORK AREA" AS DEFINED IN CHAPTER 2 OF 2010 FBC — EXISTING BUILDING DATE 02.04.2015 CONTROL NO. 5236 u . .. k TRUSS ID. r N/A F , LPA NO. �. fl; HANN-14-00418 SHEET S0.2 SHEET 3'OF12 r- DESIGN SPECIFICATIONS USP CONNECTORSTYPICAL HEADER NAIIIN(; 0.131X3" TOE NAILS T_YPI A DO BL TOP DESIGN CODE: COMPONENTS & CLADDING G AGE DOOR PRESSU S UPLIFT 2X6, 2x8 = 5 NAILS ( P A TYPICAL SPLICE D TI L T L STUD NAILING RESI EN A E I PRESSURES BUILDING COD ULTIMATE DES GN C 2010 FLORIDA ONNECTO R - PSF FASTEN .RS F L CODE _ 2x10 2x1 2 7 NAILS AILS ( - YPI ' 0" TYPICAL F MIN L T NAILING:. S OP PLA LATE „ E N LENGTH - AI 0.13 " ' „ T 1x3 S SP END YP F NAILS: DA OF E ORIGINAL PLANS 1 CAR - TER THE TE THE 9 LVL S ONE YEAR AF 11 DESIGN I VOID N YE LVL 7 NAILS INTERIOR EDGE STRIP (PSF):) 1 6 TRIBUTARY 0.13 " 1x3 +22.9 NAILS GARAGE 2 2x 4 / ( CODE COMPLIANCE. F REVIEWED FOR , �� AST iT�ff - EN UNLESS SHAVE BEEN R AL NL S PL N _ L TOP A P 1 L T 4 LVL, AES L 16" LVL 9 I AREA sf 9 10dx1 NAILS V USP A35 z LY S 450 450 PA ZONE PSF _ _ ( ) CED 'a' 4' 6" 3 @ 2 (PSF) DOOR x6 -25.0 TOGETHER w/ (3) ROWS DESIGN LOADS: ACTUAL AND UNIFORM 8'x7' USP RT7 585 495 5 8d EA. END 4 @ 2x8. ( ) O OF .13 " _ _ 1x3 @ 12 O.C. STAGGARD. .ROOF FLOOR 10 +25.6 27.7 +25.6 34.2 „ SYP 2 S 775 650 5 Od USP RT8A 1 x1 E . END S YP2D6 L. 2 CAR / z ( ) HEADEso ..........'...'.... B......... R, TYPICAL WALL FRAMING NOTES: , +21.8 ROOF SHEATHING,- - A „ 4'-0" I 6" N. cd 1.25 d- MAX. c 1.00 50 , I _1TOP PLATE F ADING G FULL 00 LO GARA E HEIGHT R - T ANCHOR PER ( ) ( ) +22.9 25.0 +22.9 -28.8 PLAN USP MTW12 1195 860 7 10dx1 E . END / 1. USE SP F 2 OR BETTE z R FOR SEE EE SPEC I-----' IFICATIONS TOP CHORD LIVE LOAD 20 psf 40 psf DOOR EITHER SIDE OF PL P P ATE - ALL W 23.9 USP HTW20 1450 1245 12 10dx1 :A. END ALL STUDS.. 1-1 I I f 1 - . 1199 / 1 f z 0 s ( ) TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) p 100 +21.8 -23.9 +21.8 -26.6 (16'x7') HEIGHT CHANGE TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)10d EA. EN75 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE SEE 5/S0.0 RAISED Lou P o n t i g o a n d BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. -�- REQUIRED IF SHEARWALL HEADER Associates, Inc. P ___ ARCHED TRANSOM aPTiON• THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/z"0 ROD TO -TG. 3. USE SYP#2 FOR ALL TOP 1 SIMPSON H2.5T OR 2x SPF DIAGONAL BLOCKING DEFLECTION CRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 (6)1Od TO HEADER HEADERS I LSTA12 STRAP FOLDED FASTENED w/ 3-0.131„x3,. .\\\ DROPPED 420 Osceola Avenue ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 s I OVER TOP PLATE HEADER EA. END TYPICAL. • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 /8"� ROD TO TG. 4. ALL WALLS SHALL BE I I SHEATHING MAY EXTEND 2" )ax. beach, Florida 32250 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. _ ___ USP HTT22 5370 5370 5/8"� ROD TO TG. BALLOON FRAMED FULL PAST BLOCKING- WINDOW Ph.242-0908 Fax. 241-9557 WIND LOADING: s HEIGHT TO ROOF OR FLOOR I I -- _-- ARCHED LATTACHMENTS MUST LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /e O ROD w/ (12)16d L-- ----J TRANSOM SYP#2 HEADER, FL: CA# 8344 SC:CA#3579 ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.N. ON FASTEN LOWER STUD FULL HEIGHT PER PLANS ANCHOR INTO 2x MATERIAL. s PERMANENT TRUSS OPTION MIN. DEAD LOAD CONDITION of 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 /e"� ROD w/ (12)16d PLAN. SYP#2 DBL. To TALLER STUD w/ SEE RIGHT ANCHOR, SEE CONTACT US WITH YOUR COMMENTS BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER TOP PLATE 2-ROWS OF 10d COMS PLAN FOR SIZE JACK AND COMMENTS p LFA,COM OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/a"x2-1/a APCONS 5.) FASTEN BOTTOM PLATE OF @ 12" O.C. I AND LOCATION • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE WINDOW SILL SEE KING STUDS, LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING i SEE PLAN """ ®, RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET SCHEDULE 3/S2.0 BY 0.75 WHEN COMBINED w/ DEAD LOAD. SIMPSON CONNECTORS WALLS TO CONCRETE SLAB BLOCKING AT ALL 3 ,AN gill THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SHEATHING JOINTS: TYPICAL SOLE FOR SILL SIZE AND WINDOW SILL SEE ,o` A• BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH w/16d MASONRY CUT NAILS @ PLATE NAILING: CONNECTION EACH z °�'�`� • ""•°•. �.' 2x4 FLAT WISE. FASTEN SCHEDULE 3 S2.0 s IMPORTANCE FACTOR ---------------- 1.00 *°,I` � UPLIFT 16" O.C. MINIMUM. SEE EACH END WITH 2-10d 0.131x3" TOE NAILS: END ] FOR SILL SIZE AND SOLE PLATE ANCHOR, �` ,S, °O �,�OIr/�/S,°•o• '4,� FOUNDATION PLAN ADDITIONAL EPDXY ANCHOR MIN . MEAN ROOF HEIGHT ---------------- 20.0 FT -- --� ta �1, CONNECTOR SYP SPF FASTEN Rs FL# CODE ANCHORS AT SHEARWALLS TOENAILS. ONLY REQUIRED (3) @ 2x4, a CONNECTION EACH 3 ( •. - _ 1 AT SHEATHING JOINTS FOR (4) @ 2x6, END �" EMBED.) 53311 . EXTERIOR WALLS AND THREADED ROD = ROOF PITCH -------------------- 7/12 I I I o A35 450 450 12-8dx1'/ " 10446.4 5 @ 2x8. BUILDING CATEGORY ---------------- II I z SHEARWALLS ) 4 ANCHOR DRILLED & _ ; EPDXY w/2"O x J" ° C �I` I` DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. END 11478.3 PT. SPF#2 r INTERIOR BEARING ALL: # PLATE WASHER, '� ,STA, C r-- SEE C & C CHART H8 s2o 530 5-todxty " EA. _ND 11470.3 SOLE PLATE •� : OF ENCLOSURE CLASSIFICATION ------------ENCLOSED I I z SEE PLAN FOR STUD SIZE SEE SCHEDULE BELOW ' I ABOVE FOR 'a' DIMENSION 1 AND O.C. SPACING. FLOOR SHEATHING, >.�'�•'° '•• , INTERNAL PRESSURE COEFFICIENT ---------- t .18 MTS12 1000 860 7-10dx1/z' EA. ND 10456.3 ', �. •. �I�P. .• � I HTS20 1450 1245 24-10dx1'/z EA. END 13872.3 °✓i c� �\ 1 SEE SPECIFICATIONS °✓i •1f+ '"'°".,•.°g•---- MATERIAL SPECIFICATIONS ,[-- --J CONTINUOUS BLOCKING U k ✓•,,,,,�` '�.,I0 ,,.•�` MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS FOUNDATION SEE PLAN ''��+r11$111111t1�p,Nti�" t I I �'f- MSTA36 2050 1870 13-10d EA. END 13872.8 WHERE POST IS ABOVE. El j @ 16" O.C. g" + z' HARDWARE AND ANCHORS: 1 -- --� tr 18-16d TO TRU •S/BEAM r- - z N WALL FRAMING AT WALL FRAMING AT MAX. IN. REVISIONS DATE HTT4 3480 3080 11496.2 I 1 E PLATE CHANGE CONDITION FROM SOLE WALL FRAMING AT ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH NOT ACTUAL PLAN 'S s Q RAISED HEADER CONDITION ASTM A 307 OR ASTM F 1554 GRADE 36. ] 1-/8"O ROD TO `TG. SYP#2 DBL. - I I w� PLATE BREAK DROPPED HEADER CONDITION WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 32-16d TO TRU'S/BEAM TOP PLATE \ I I �o NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 s 11496.2 �---- -- I I z 1-/e"0 ROD TO Tc. _j o SOLE PLATE ANCHOR SCHEDULE Q w BUILDER MAY CHOOSE EITHER THE DROPPED 2 TYPICAL WALL FRAMING THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I I I <>- € 6-lOd TO HEADER r EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: I LUS28 930 780 10655.113 1 1 1 �m HEADER CONDITION OR RAISED HEADER CONDITION ROD SPACING SPACING SPEC. DEPTH DISTANCE RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST I I I a z S0.0 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/a" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I ;v I I � 3/8 40" 16" 2x2x'/s" 3'/z" 1 3 4" 1 SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 14-16d TO HEADER - J it / LARGER THAN REBAR SIX AND /8' LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF FIU410 905 785 6-16d TO JOIST 10531.36 L---- -t-J �C4 1/2 48 24" 2x2x'/e" 3'/2" 1 3/4" ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/ "� ROD w 12 16d 10849.6 `SEE 5 S0.0 SEE 1/SO.1 MASA 48" 24" N/A N/A N/A (DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. s / / EPDXY ITW RED HEAD A7 ABU66 2300 5/B"0 ROD w/ 12 16d 10849.6 INTERIOR BEARING WINDOW SILL SCHED IIF SYP#2 (2)124 TOE FIELD ALTERATION LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60 WALL;-.SEE SCHEDULE' N "` " " HEADER, NAILS E.E. __ THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY- IE 11506.4 CONTRACTOR SHALL CONTACT LOU ROUGH DROPPED HEAD MINIMUM END PER PLAN OPENING STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, BLOCKING Al ALL FOR STUD SIZE OPENING OR,SILL-,PLATES FASTENER EACH ENO (MIN) PONTIGO a ASSOCIATES PRIOR TO 11 WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND 10-16d TO STUD 'BEAM/POST 1 AND,;O.C. SPACING. WALL MAKING ANY STRUCTURAL FIELD LTT20B 1675 1675 11496.3 SHEATHING- 4'-4" (1)2x4 SPF #2,, (4)12d TOE NAILS MODIFICATIONS WHICH MAY VARY LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/z"O ROD TO 'TG. 2x4 FLAT WIS;• END FROM THE INTENT OF THE ORIGINAL SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT FASTEN EACH END s 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS CONSTRUCTION DOCUMENTS.ANY LSTA12 805 695 10-1od 13872.5 . ,i FASTENER RATED SHEATHING MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY WITH 2-10d ;TOENAILS. I .WALL:SHEATHING TO < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS BOUNDARY OF SEE GENERAL NOTES. FIELD ALTERNATIONS MADE PRIOR TO ONLY REQUIRE[ AT SHEATHING BEING APPROVED BY LOU PONTIGO 8 ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 F BLOCKING'AT AL SOLE PLATE 4 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TO NAILS ' • • • • • •• • • • • • • • • • • • ASSOCIATES MAY RESULT I �" SHEATHING JOINTS'. N ) SHEATHING JOINTS: RAfSE '/a" FROM EXAMPLE OF PANEL ADDITIONAL ENGINEERING OR GENERALQ NOTES CONSTRUCTION SPECIFICATIONS/` TIONS FOR EXTERIOR WALLS BOTTOM OF SOLE SEE BELOW FOR BOX GIRTS`.REQUIRED BETWEEN INSPECTION FEES. I V /-� AND SHEARWALLS 2x4 FLAT WISE. FASTEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. EDGE w/ BLOCKING WALL EACH,,END WITH 2-10d PLAN AND FASTEN a WHERE REQUIRED BY SHEATHING TOENAILS ONLY REQUIRED w gd @ 3" O.C. HEAD OR SILL FLOOR SHEATHING SPECIFICATIONS AT SHEATHING JOINTS FOR / PLATES SEE T GENERAL NOTES. 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD EXTERIOR WALLS AND KING & JACK SCHEDULE I SHEARWALLS STUDS SEE PLAN . . . .• . . . . , , ROOF SHEATHING SPECIFICATIONS: ? I. ROUGH OPN'G, SEE ARCH. NAIL SPACING AT • • • • • • • • .. . ' • " • HIS NGLE- MIN. x/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4' O" OF ROOF EDGE). SEE DETAILS SEE DETAILS (6)12d TOE NAILS SUPPORTED EDGES, . '. .. GENERAL NOTES .. ON S1.0 ON S1.0 TOP & BOT. . .. < TII� - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). ___ �___ _ _ _�_ _ A 2x_ SPF..T&B w/ . WALL SHEATHING SPECIFICATI9N� I- , KING & ` 12d @ 8 :O.0 EXAMPLE OF UNSUPPORTED11 . Q JACKS (TYP) (UNBLOCKED) PANEL EDGE FLEXIBLE FINISH-MIN. /16", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d @ 6 O.C. EDGE AND 6" O.C. FIELD. SHEAT MAY BE I I POR PLAN SHEATHING ; (TYPICAL) ORIENTED VERTICALLY OR HORIZONTALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT OR VINYL SIDING, HARDI PANEL & 3RICK., ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I I 1 I I I w= .,_ A w v CONT. AT NAILING n/ ,� I I I I I =' I SIMPSON LTP4 ON 'a GIRT/VERT ' STUCCO FINISH.-MIN. 7/s 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d @ 6 0 C,`EDGE AND 6 O.C: FIELD. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. L--------J L-_------J L---- G TO INTERMEDIATE I ---J INSIDE FACE, IF NO 1,,SY JOINT. SUPPORT IS 6" O.C. MAX. MASONRY SPECIFICATIONS: ��. � �"IJACK STUD _; a2;Iilx SPF RIPPED , (UON) ROOF 0 MASONRY HAS BEEN DESIGNEE) IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530 1-05 GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF TO FIT �, 2CH TRUSSES, OR 3 SINGLE STORY MULTY STORY BOX BEAM BETWEEN WINDOWS DEPTH READ FLOOR JOISTS. 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF r� PLACED AT AN 8" TO 11'''SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. IN TWO STORY FRAMING SECTION A-A V U J Fiii- CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. . tt.= . � . W TYP. WALL SECTIONS 3 WINDOW HEAD AND SILL FRAMING xo SHEAT � . LL CONCRETE MASONRY UNITS (CMU)- v 1 aw 4 HING NAILING DETAIL z WITH ASTM C90-75 HOLLOW LOAD-BEARING CMU P -1' NORMAL WEIO. - CMU SHALL BE IN ACCORDANCETYPE 1, GRADE- N (CMU), _ HS,:WlTH A:MI IIv1UM COMPRESSIVE-STRENGTH OF;'1900 psi f m-1500 si . GROUT ALL CELLS CO dTAINING VERTICAL "' �.,... . P ( P ) S0.0 , ' is REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF"'COURSE OF MASONR <'NHEI >THE'WALL HEIGHT EXCEEDS 5-0 S0.0 F � 4 S0.0 SCALE: 3/4" = 1'-0" -1 11-11 _ 1s �tiK MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCR -, , in� TE MASONR:Y,,UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT ;'� 14L ) `�'` % � b, = USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES I�I .4REINfORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT [] , " , „ 7 WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITYOF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR MULTI-PLY HIP RAFTERS 1/z 1/z r.. s DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BEI CREASED AS NOTED SON SPLICE TOGETHER w/3-ROWS � (3) ROW OF 10d1� �� F, 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6" _ - , .� 16d COMMONS @ 8 O.C. SNAILS @,$",�u' , s ,:' ,.,. �;��. �,.�.� � STAGGERE Nx� �" I STAGGARD'FROM BOTH," , AM. r CLAY MASONRY (BRICK): 2 PLY ANCHOR 1 p ° ;z IDES. TYP) BE • ,n1 FUL L HEIGHT BRICK SHALL BE IN ACCORDANCE WITH ASTM d6 , C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK; RESPECTFULLY. , THREE SIMPSON A35 3 PLY BEAM. N Y ° ° N 2x4 BLOCKING FRAMING CLIPS EA. 2x4 MEMBERS:• @24' O.C. FASTEN `..II � < CONCRETE SPECIFICATIONS: _ SIDE (9 TOTAL) 4 (1) SOF 10d y6'' EACH END w/3-10d0 ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 2 DAYS (4) ROWS 12d ° ° NAILS@ 4" O.C. ' ° q-I TOENAILS '� W CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. N AT 12" O.C. '' r/ M GENERAL NOTES: W _.. EA. SIDE. xw;�w -:4-L2x6 MEMBERS ° ` ` (3) ROWS 12d � .r (2) ROW OF 10d :' 11 i I 1 STUD BELOW r n M " NAILS @ 4" O.C. v , t 1 J FOOTING AND FOUNDATIONS: AT 12" O.C. STAGGERED LOWER TOP 4-10d FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES: FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE OVERHEAD DETAIL EA. SIDE. .- ;� PLATE AT BREAK OVER LAP DOUBLE COMMONS �� SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. OIL COMPACTION AND FILL' 2 & 3 PLY;BEAMS 1, TOP PLATES U SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. , � 2x4 OR 2x6 POST 2x8 POST WALL INTERSECTION � �� THREE SIMPSON A351. ORTHOI IGONAL VI W CONDITIONS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FRAMING CLIPS EA. 11 ,,, r,,_. OF CORNER 11 11 SIDE (9 TOTAL) MULTI-PLY. FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT HIPS, SEE PLAN (3)ROWS OF 5" (3)ROWS OF 63/4' ) f In DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) TRUSSLOK TRUSSLOK y; ENGINEERED WOOD ENGINEERED WOOD �� UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. ; FASTENERS @ 24"o.c FASTENERS @ 24"o.c IR PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS of PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING WHERE ERMITTED SHA L B AS L E 48 SHOWN AS SHOWN BAR DIAMETERS RNR WALL INTERSECTION ��I CONCRETE SLABS ON GRADE: I _ CONDITIONS CONDITIONS SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN,'COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN ': 3 PLY 4-PLY RIDGE, SEE PLA �I NOTES: TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 16'x16' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SIDE VIEW OF CONNECTION 16" LVL AND GREATER j 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS [-- 3( ( 2 DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 1 WOOD FRAMING SPECIFICATIONS: NOTES: �v 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH M SONRY, CONCRETE OR 1. TYP. CONNECTION AT STU � 4. DENOTES SOLE SOIL SHALL BE PRESSURE-TREATED. IF, ACID OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED ASTENERS SHALL BE D COLUMNS, PLATE ANCHOR, SEE SCHEDULE 1. JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE STAINLESS STEEL. OPTIONS ARE SHOWN PRE-ENGINEERED WOOD TRUSSES: 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY - SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED T ALL TRUSSES AS IN ADDITION TO (2) PLYS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND FRAMED WALL CORNER AND RECOMMENDATION FOR HANDLING INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES HIB-91." AT MULTIPLE STRAP CONNECTIONS SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH s HIPS AND, RIDGE CONNECTION s BUILT-UP MEMBER FASTENING 11 R GH TRUSS. WHEN slNc (2) STRAPS ON , k 7 INTERSECTIONS STUDS CONFIGURATIONS SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. S0.0 S0.0 S0.0 ROOF COVERING SPECIFICATIONS: FULL HT ANCHOR TERMINATES � ), THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTUR R'S REQUIREMENTS. CLAY. AT UPPERMOST TOP_PLATE WHERE ANCHOR IS 'I'' AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED w/ NUT AND WASHER.: SPECIFIED ON PLAN `� DESIGN ,, ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. ADJ. TO GIRDER/BEAM WASHER CRITERIA 11 CONVENTIONALLY STRAP CONVENTIONALLY STRAP LOCATE ANCHOR WITHIN WATERPROOFING: WHERE NOTED ON PLAN I WHERE NOTED ON PLAN 6" OF POST. @ (p FULL HEIGHT THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. _ [ F- ANCHORING SPECIFICATIONS AND _... . PLAN .�. .I # E THREADED UPLIFT - ANCHORING SYSTEM, TH EADED ROD ANCHORING �IXI 1. I I I 1 I 0 it Y. .I A WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBR .VIATIONS ' I I I 1 I I DOUBLE TOP CONNECTOR l� : SYSTEM SHALL CONSIST OF "0 A307 THREADED GENERAL I I I I N I SEE PLAN } RODS, ORIENTED VERTICALLY AND ATTACHED TO THE I I I I I `I-POST, PER I 1 PLATE SOLE DOUBLE FULLFOUNDATION AND TO THE UPPERMOST PLATE AT THE H T. CONNECTION I I I I I I I PLAN FULL HT. % ANCHOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE MEMBERS FASTENER INTERIOR LOAD BEARING WALL I I PLATE ANCHOR TOP PLATE TOP PLATE, PROVIDE A 2"x 2"x )�" STEEL WASHER. LINTEL DIMENSION MIN. BRG. MAX. SPAN ® NOTES ES ® I I I I 1 I 1 FULL HEIGHT % i FASTEN WITH A NUT AND ALLOW AT LEAST 3 TYPE BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS @ 12' STAG. I I I I I I 1 I I THREADED ROD _11 - THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) I L3/z x31/2 x/a 4' 6'-0' GABLE X-BRACE, SEE DETAIL 11/S2.0 I I I I I I I SOLID BLOCKING ^--- WALL STUD nm MENSIONS FROMTOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 1 , , ', WITHIN,FLOOR I , I SEE PLAN � ROD INSTALLATION: AT ALL PLATE PENETRATIONS, IFA DIMENSION ISL4x3/z'x/a 6' 8'-0' DESIGNATES SHEARWALL. THE H6-1/2 HEADEQUANTR Y IZE, JACK AND KING STUD I I I I I I I I L^J,,, OR POST. PROVIDE A HOLE IN THE PLATE " LARGER THAN TFi FER TO THEDBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS - ------- _ I I I I I I I ) I I DRAWINGS ORL5x3'/z"x'/a 6" 10'-0" _____•__ HIDDEN LINE DESIGNATES SIDE OF -�, ---__ __- DIAMETER OF THE THREADED ROD USED. WHILEWALL THE SHEARWALL SHEATHING -� - - ' -l_ I- - _ - - I-- =' SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERHE E.O.R. RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" '' - -1 - - - - STEEL COUPLER ----- . - (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES L6x3'/z"x'/a 6" 12'-0" LNASILING: TO BE APPLIED. 8d ® 3/6 " I I I ]FLOOR RUBS OR JOIST I � I (OPTIONAL, LOCATE--,, ? ELEVATION ''CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES 8d COMMONS 0 3 "': -{- -I- . - WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THEL7x3'/z"x'/a 6" '`' 16'-0" ®3" 6' O.C. EDGE & 6" O.C. "IN THE ? ) 6 - -1 -; - AS NEEDED) ` wO O ROD SHALL BE INSTALLED APPROXIMATELY CENTERED PLAN NAME CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" •' I (TYP) .- I I I , I I I I , I is I G . _ IN HOLE. RODS MAY BE SLANTED FROM TRUE HILLIS RESIDENCE 1. STEEL LINTELS TO BE MINIMAL 36' 1 I I I I I I I I O " FULL HT. VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO - ) • CEILING JOIST TO ROOF RAFTER FACE NAIL 6-16d 8-GUN NAILS LINTEL MUST HAVE CORROSION I I I ANCHOR w i,1 .l... I CONFLICTS WITH FLOOR AND WALL FRAMING. DESIGN/DRAWN/CHECKED ( ) BRICK I HEADER, I I I I AVOID RESISTANT COATING OF EPDXY BASED ADJ - ADJACENT LG - Long I I § THE NUT A90VE THE UPPERMOST PLATE SHALL BE JOIST TRUSS TO PLATE TOE NAIL (2-16d 3-GUN NAILS `-VENEER I YPICA I I I 1 I I I FLOOR AT SILL PLATE AT TOP PLATE SECURED OVER THE WASHER TO A SNUG-TIGHT CS JMD LAP / ) PAINT. I I BM - BEAM MANUF - Manu acture I I s--- ' WEATHER BOT - BOTTOM MONO - Monoli.hic I I I I I I I POST TO, I I FRAMING CONDITION PLUS GNE-HALF TURN OF A STANDARD RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING OC - On Cente I I I I I MATCH WENCH (APPRO)OMATELY 30 FT.-LBS. OF TORQUE). DATE 2. LINTEL MORE THAN 8'-0". SHOULD 1 -- I I 1 I FULL HEIGHT ANCHOR INSTALLATION CHART DUE TO SHRINKAGE AND COMPRESSION OF EULOING POST ABOVE JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS gE LATERALLY SUPPORTED NOT TO I CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board I 1 I I I ,'. I I I 1 1. I 1 FULL HEIGHT =. TORS SHALL RE-111OHlEN NUT TO 30 02.04.2015 ROOF RAFTER TO 2x_ RIDGE BVI. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/a x3" WD. I DBL - DOUBLE PERP - Perpendicular I I I I I I I ;; 1 I THREADED ROD- FOUNDATION, THREADED "I Q E F FT.-LBS OF TORQUE AFTER ALL 1RADES ARE CONTROL NO. A C DIA - DIAMETER PRE ENG - Pre Engineered I I I I I 1 I I SEE PLAN U ROD WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE AND PRIOR TO INSULATKIN. ' L.-_ LINTEL I I PER PLAN. 5236 � CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @EDGE SCREWS INTO HEADER PROVIDE A /z ' -- EA - EACH PSF - Pounds er Square,Foot I I I 1 I I HOLE HOLE SPEC. DEPTH DISTANCE ATTACHMENT EPDXY ANCHORING: ALL THREADED RODS SHALL BE VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI - Pounds per Square Inch l I I I I 3 �/ " DRILLED & EPDXY ANCHORED. SEE INSTALLATION TRUSS ID. CONT. HEADER TO STUD TOE NAIL 3-16d 4-GUN NAILS SEE NOTE 2 /8 '/z"� /z"� 2x2x a 4" 4" 2" 3" ( ) EOR - ENGINEER OF RECORD PT - PRESSOR . TREATED 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie 6"MAX. FROM ' „.INSTALL 1-STORY 1 2 s " e �/ „ " CHART FOR EMBEDMENT AND EDGE DISTANCE STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS THREADED RODS ;. SEE TABLE AT RIGHT / /is"� 3x3x 4 6" 6 2}¢" 3" REQUIREMENTS N/A HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINF - Reinfo ce KING STUD WHERE 2-STORY RODS FOR EPDXY ENBEDMENT ` ...._.EMBEDMENT 5/g 3/a"� 3x3x'/a" 7.5" 10" 2Yz" 3" LPA NO. { SOLE PLATE TO JOIST/BLOCKING FACE NAIL 16d @ 16" GUN NAIL @ 8" TIES 0 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square F of AND EDGE DISTANCE. DEPTH(g) ( ) CANNOT BE INSTALLED NAIL SPECIFICATIONS WIND-ZONE VERT. TIES @ 16" O.C.). SEE PLAN BRICK LINTEL, FDN - FOUNDATION SPF -Spruce Pie Fur .: FULL HEIGHT ANCHOR MONO STEM MONO STEM HANN-14-00418 AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP - Souther Yellow Pine FULL HEIGHT ANCHOR PLACEMENT DIAGRAM SOLE PLATE ANCHORS 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDES/18"� WEEP SEE SCHEDULE FTG - FOOTING THRU - Through PER SCHEDULE s WALL SECTION SHEET 2"x0.113"9� = 6d 2'/z"x0.131"91 = Sd HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER TYP - Typical 8 FULL HEIGHT WOAD FRAME WALL ANCHORING SYSTEM THREADED ROD INSTALLATION CHART HORIZ - HORIZONTAL UON - Unless therwise' Noted SO.0 3"x0.148"b = 10d 3'/z"x0.162"4 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Vertical S0.0 F 401 1'/z"x0.148"O = 10dx1'/z" 1'/z"x0.131"O = 8dx1'/z" WWF - Welded ire Fabric SHEET 1 oF12 ,.. - ` �4; ti - .,.. FULL DEPTH C 2x6 SYP#2 BLOCKING'BETWEEN WOOD IN P ONT. 0 I BEAM BLOCKING PANEL 2x6 SYP 2 NAILER EA. TRUSS. FASTEN TO TOP BETWEEN OU LL & FIRS # TER WA T RIM BOARD TYP ( PLATE w 10d 0 4" O.C.F FASTEN O FASTENED TO TOP / INT T JOIST INTERIOR AT 48" 0 R JOIST C.. WALL SHEATHING PLATE w 10d 0 3" O.0 H G . / COMM. ,..; FLOOR 8d COMMON WIRE NAILS ' FLOOR 2x4 BLOCKING BETWEEN EA. TRUSS, SHEATHING. TO BLOCKING 0 3" O.C. JOIST. / \ ATTACH AT EACH WALL STUD w 3-16 IF TRUSS REACTION EXCEEDS NAILS AT EA. FRAMING INTERSECTION. g" 23001bs PROVIDE CRIPPLE STUDS MIN. OF 6- 16d B I ETWEEN A FULL DEPTH DBL. TOP MAX DIRECTLY BENEATH TRUSS ( EACH TRUSS NOTCH HEADER 1 1 2x4 VERT. CON FIT S T. RIM FLU H PLATE PLATE TE /-BELOW TOP w/TOP & BOT CHORD BOARD (TYP) PORCH SHEATHING, HEADER R I A E3 A B �� Lou P o n t i g o a n d OF "WOOD I JOIST". FLOOR SEE SPECIFICATIONS o vI PORCH i+ Associates, Inc. FASTEN TO EA. WEB w/ CEILING LINE BELOW I ,.I HEADER JOIST. FULL RING SEE PLAN PERPENDICULAR TRUSS 4-0.113x2" GUN NAILS WALL FRAMING WALL ANCHORING 8-GUN NAILS °yl 420 Osceola Avenue FRAMING SYSTEM PORCH PARALLEL HEADER & SUPPORT FULL HEIGHT Jax. beach, Florida nue WOOD "I" JOIST WOOD "I" JOIST FALL. PORCH POST, PER PLAN. I (2)MSTA24 ANCHOR OR HOLD DETAIL B32250 PARALLEL PERPENDICULAR PERPENDICULAR WAL LAR I STRAPS DOWN AT BASE OF MIN. (2)2x4 WOOD D D D D Ph.242-0908 Fax. 241-9557 POST BELOW. & (1) ADJ. C C FL: CA# 8344 SC:CA#3579 OPTION A TO PORCH HEADER. WALL 2x4 SYP 2 HORIZ. BRACING 0 24" 16 GUAGE C C SHEATHING CONTACT us WITH YOUR comMeNrs # POST BASE: 24" O.C. BETWEEN OUTER WALL STRAP w/11- POST 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING COMMENTS @ LP•A.COM & FIRST INTERIOR TRUSS. NAIL FLOOR SHEATHING, 10dx1J¢" EA. END BELOW STRAP w/11- ROUGH POST:ABU66 ROUGH OPENING, SEE ROUGH OPENING, SEE w/ 2x SOLID BLOCKIN EACH END w/ 3-0.131x3" NAILS SEE SPECIFICATIONS , _ 10dx1Y2" EA. END LSTA12 FOLDED - AT SHEATHING EDGE TRUSS UPLIFT TABLE AT LEFT ( TRUSS UPLIFT TABLE AT LEFT "' "'°"'fl17(It, (TYP) CONT. RIBBON DOUBLE TOP PLATE »Ihn�t(�� OVER TOP PLATE r I 8d COMMON WIRE NAILS / \ v ;III t� .. ., FLOOR BOARD TYP PORCH. ° CONTINUOUS OVER w 5-lOd NAILS TO BLOCKING 0 3" O.C. \ +�`'' /+^ /X�[{j/(�X�'+'4i TRUSS ( ) PORCH,.HEADER, ,- SLAB .0 6„ HEADER INTO TOP PLATE & SEE PLAN HTS16 MAX 5-10d NAILS INTO 2x4 SYP#2 STRAPS MSTA24 " ROD BEAM. SPACE l 1 •� DIAGONAL STRAPS EPDXIED 6" MIN 0 24" O.C. HEADER DOWN CONNECTION HEADER UP CONNECTION ROOF TRUSS / No. FASTEN EA. CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR OR JOIST / FOR PERPENDICUL s o3 END w/ FLOOR TRUSSES PLAN VIEW OF PLAN VIEW OF o o CALL OUT CALL OUT - TRUSS CONNECTIO = y 7� 3-10d COMMONS OR JOIST. PORCH HEADER PORCH HEADER PORCH H AD g 8-GUN °° SEE DETAIL B ABO a TAT AT CORNER POST AT POST AT POST NAILS A -- H2.5TY0 32"wO.C. TOP &WBOT - A ^ AA LS18^0 32" O.C.W W--- CONTINUOUS 2x6 SYP#2 OF __._ - CEILING WALLFRAMING ........ ......... ......... ......... ................ ........ . LINE PORCH SHEATHING SPECIFICATIONS: + {�' - LEDGER FASTEN WITH °. •° WALL FRAMING -IJL """""' """""' 5-0.131x3" EA. STUD. B SEE PLAN B SEE PLAN � ............ C (1)MSTA24 STRAPS C (2)CSl6 STRAPS ++ 4r. ■+y�••••° ��" MIN. (2)2x4 WOOD ---- - -- - - - - -,..._-----...----------- +++ � �H�.�• � `�A '/Z" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD D M - FULL HGT 5 8 THREADED ROD - D FULL HOT 5 8' THREADED ROD FLOOR TRUSS PARALLEL FLOOR TRUSS PERPENDICULAR OR BELOW. & (1) ADJ. / " / ' PARALLEL TRUSS OPTION B ��ennnll %" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND 9ELD TO PORCH HEADER. DETAIL A 1 FLOOR TRUSS / JOIST AT WALL FRAMING I�EVISIONs DATE 2 TYPICAL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTIONS 4 HEADER TIE DOWN WHEN 5 WALL ADJ. TO ROOF CONNECTION S0.1 OTEO SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1 S0.1 OTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 AND WALL SHEATHING AND STUD FRAMING. ROOF TRUSS. SEE DETAIL 6/SO.1 FOR ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS I I DIAPHRAGM ATTACHMENT 2x4 SYP 2 CATS AT 12" FLOOR OR TRUSS. BOT. CHORD w/ 0.131x3" 0 3" O.C. I I WHERE APPLICABLE Ai # FASTENED TO SHEATHING w/ 8d 0 3" O.C. --- I-----------I FIELD ALTERATION O.C. FASTENED TO TOP OF TRUSS. _T-------- I PLATE w 4-0.131x3" 11'/4" SHEATHING FASTENED TO -1-'----------1 CONTRACTOR SHALL CONTACT Lou COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. I I II II FOLD 20VERA18 TOP PLATE (2)MSTA24 STRAPS PONYING 8 ASSOCIATES PRIOR TO I I ( ) MAKING ANY STRUCTURAL FIELD 16" MAX. SHEARWALL NOTES: I I FASTEN w/10-10d FOLD OVER TOP PLATE MODIFICATIONS WHICH MAY VARY FASTEN CATS EACH END w/ 2x SYP#2 CONT. ATTACH 1. CONTRACTOR ANY I I FASTEN w/18-10d1 FROM THE INTENT OF THE ORIGINAL 3-0.131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS ALTERNATE OPTIONS �B CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONYING 8 w 0.131x3" 0 3" O.C. EDGE OF A,B,C, OR D ASSOCIATES MAY RESULT I 2x MAY OVERHANG TOP PLATE. SHEARWALL ADDITIONAL ENGINEERING OR SHEARWALL OR SHEARWALL 2. USE ALTERNATE A. c Z» /G» p ^Z /G EXTERIOR WALL AT EXTERIOR WALLS JW ��®� ! 6 SW 8d�3 / V INSPECTION FEES. ENDING BETWEEN ROOF FULL HEIGHT THREADED ROD CONVENTIONAL STRAPPING MINIMUM 2 PLY ALTERNATE A ALTERNATE B ALTERNATE C TRUSSES. HOLD DOWNS EACH END HOLD DOWN EACH END M121PLM STUD 3. USE ALTERNATE A FULL HT ANCHORS AT 2Nd STORY ROOF - A}- UPPER TO LOWER STUDS STUD STUDS PROVIDE /,•" OSB DIAPHRAGM FASTEN TRUSS. FLOOR DECK 10d 04 O.C. E & F FOR FLOOR SW 8d03/6: - (1) 5/a" OR (2) '/2"0 FULL SW 8d03/6: (2) CS16 STRAPS 2 CS16 STRAPS 0 NAILER A (1) ROW 8d 2x4 SPF#2 CONTINUOUS FLOOR TRUSS ATTACHMENT HEIGHT THREADED ROD EACH END AT BASE OF STUDS ® 3" O.C. FASTEN TO TOP :� '�`• •"• •`•'• :-%%;.; TRUSS. i•�;- ENO STUDS TO FOUNDATION "'"' ''''` LEDGER FASTENED (FLOOR TO FLOOR) PLATE w/ (2) ROWS / 7/16" OSg % i_G;- SOLE PLATE ANCHORS SSW 8d03/6: HTT5 OR HDU5 TRUSS WEBS WIT SEE SCHEDULE ON DETAIL 2/SO.1 OF 8d 0 3" O.C. ::: :: BLOCKING Q PANNEL k 'f w/3-0.131x3" c'Ct- SOIE PLATE ANCHORS LTT20B 2x4 SPF FLOOR COMMON. SEE SCHEDULE ON DETAIL 2/SO.1 %: `% ' FRAMING HTT5 SYP#2 2x4 NAILER FASTENED ALL AROUND SHEARWALL NOTES TO TRUSS BOT, CHORD w/ 1. PROVIDE T1s' OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT ALL PANEL EDGES. (2) ROWS 0.131x3" 0 3" O.C. INTERIOR 3-0.131x3' NAILS 0 6" O.C. O.C. FASTENED TO TOP SW-2 SHEARWALL. PLATE w/ 4-0.131x3" 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS ( r ' SHEARWALL OR COMMON. END POSTS FOR SW. W 5-16d NAILS EXTERIOR WALL ALTERNATE D ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 6/SO.1 ALTERNATE FOR ALTERNATE`tFOR ALTERNATE F FULL HEIGHT ROD 5is" FULL HEIGH7:.ROD ' r J 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S0.1 L.L. s SHEARWALL ATTACHMENT AT ROOF & FLOOR `" TYPICAL SHEARWALL ELEVATION 8 FULL HEIGHT THREADED ROD k ZW S0.1 PROVIDE SOLID BLOCKING rWITHIN-,FLOOR SYSTEM AT SW END POSTS. S0.1 ALTERNATE �,.0 m rl 2x10 SYP#2 LEDGER, FASTEN w/ 2-%"0 A U S.S LAG SCREW 6",LONG (� 24" O.C. OSB ROOF SHEATHING, WALL SHEATHING, SEE SPECS SEE S0.0 FOR SPECS w MSTA30 FLAT STRAP ALONG TOP OF EACH 3 RAFTER, INSERT THRU SMALL SLOT I WALL 1)2"x114" CURVED ROOF RAFTERS Q ( ' I r MSTA30 FLAT STRAP ALONG TOP OF EACH UPLIFT STRAP � �/ L U SHEATHING FASTENED AND FASTEN CUT FROM 2-LAYERS OF 3/q" % 3-' 'FOR RAISED HEADERS, STRAP THE TOP `..`■ F> RAFTER, INSERT THRU SMALL SLOT IN WALL TO (2)2x6 BLOCKING PLYWOOD. FASTEN TOGETHER w/ SHEATHING FASTENED AND FASTEN ` (3) #8x1'/2" GALV. WOOD SCREWS PLATE TO HEADER WITH LHTA12 0 3 T O.C.' IN LIEU OF THE H2.5A STRAPS ROOF AT 6" O.C. PLUS CONSTRUCTION 3, TO (2)2x6 BLOCKING FRAMING %'0 S.S LAG s•yy ADHESIVE. (TYPICAL) SCREW 10" LONG �d ff'" �■ SECOND STORY 2 2x6 FLAT BLOCK BETWEEN WALL 3/a"o S.S 2x8 SYP#2 KDT ROOF t O LAG SCREW, TOP PLATE ELEV. ,. STUDS w/8d TOE NAILS EA END 12" LONG FLAT BLOCK BETWEEN WALLRAFTERS ® 24" O.C. �",� \-(2)2x6 � Sys STUDS w/8d TOE NAILS EA END 5-12d TOE "0 S.S THRU Ln Sd COMMON NAILS NAILS BOLT RECESS %"o S.S TOP PLATE TO STUD �� z AT 3' O.C.(TYP) e: AND PLUG LAG SCREW, H2.5A0 32" ON-CENTER 6x6 SYP#2 POST BEHIND 7 12" LONG SIMPSON H3 BRACKET I� TOP & BOT. OF 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, 5x5 PT SYP 2 ^ CRIPPLE STUD FASTEN TO ROOF FRAMING BELOW # ROOF SHEATHING KDT BEAM MSTA24 SIDESTRAHEADER P EACH 0 32" O.C. w/ 4-12d NAILS AT EACH RAFTER. 6x6 SYP#2 POST BEHIND OVERFRAME RAFTERS, SEE PLAN. !: ALL FASTENERS SHALL BE H.D. #2 4X8 PT SYP BRACKET 6x4 SYP#2 KDT GALV. QJS s.S. KDT BEAM "q, S.S THRU BRACKET a. BOLT RECESS 1 1 SIMPSON H3 w/ 10-8d COMMON f AND PLUG STUD TO LOWER NAILS FROM RAFTER TO LEDGER THESE STRAPS WATERPROOFING BY BUILDER ] MSTA24 OR CS20 STRAP 2x4 SPF#2 G AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 0 32" ON-CENTER BLOCKING WHEN OVERFRAME 2 MSTA24 OR CS16 KING STUD TO LOWER RAFTER LENGTH . \ STRAP EACH END 2 MSTA24 OR ALT. TO BOTH H3 ABOVE LESS THAN 4'-0" � %"4� S.S THRU 2x_ SYP#2 KDT BRACKET PRODIDE MTS12 OR CS16 DIRECTLY MEMBERS CUT FROM 2x12 OF WALL SEGMENT CS2-STRAPS ROOF MEMBER. BETWEEN OVERFRAMING RAFTER BOLT RECESS ` ALL FASTENERS SHALL BE H.D. AND ROOF MEMBER. AND PLUG GALV. Qa_;3.S. 4x4 PT SYP#2 KDT VERTICAL 2ND FLOOR ELEV. DESIGN WATERPROOFING BY BUILDER WALL SHEATHING CRITERI e PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT � ,V!'� TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. WALL SHEATHING, AND CONT THRU BRACKET WOOD BEAM 2x6 SYP#2 BLOCKING BETWEEN STEN 0 T - BLOCKING PANEL FULL DEPTH CONT. EA. TRUSS. FA T OP EA BLO 2x6 SYP 2 NAILER WOOD I BEAM w 10d 4" 0 C RIM BOARD TYP PLATE C� FIRST / ALL & ) ( BETWEEN OUTER W FASTENED TO TOP WALL SHEATHING 0 JOIST T A T 48" OC.. FASTENT IOR JOIST PLATE 10d 0 3" O.0 INTER w / w 4-10d COMM. 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN E . FLOOR i \ A TRUSS, TO BLOCKING FLOOR OOR N ® 3" O.C. \ ATTACH - H AT EACH WALL / STUD w 3 16 IF TRUSS REACTION EXCEEDS / SHEATHING. JOIST. NAILS AT EA. FRAMING INTERSECTIO 6" 23001bs PROVIDE CRIPPLE STUDS � N• 1 MIN. OF 6-16d BETWE EN EACH TRUSS MAX Z+ DIRECTLY BENEATH TRUSS ( DBL. TOP E FULL DEPTH NOTCH H 1 PLATE B OP PLATE BELOWTOP 2x4 VERT. FIT FLUSH CONT. RIMT � •""""• """""""•" """"•"•• """""•" """ w/TOP & BOT CHORD BOARD (TYP) PORCH SHEATHING, HEADER A B Lou ['o n t i g o a n d OF "WOOD I JOIST". SEE SPECIFICATIONS °°I PORCH CEILING LINE FLOOR BELOW EQ I °vi HEADER, Associates, Inc. FASTEN TO EA. WEB w/ JOIST. FULL HIEGHT I 8-GUN NAILS 4-0.113x2" GUN NAILS WALL FRAMING WALL ANCHORING °•I SEE PLAN. PERPENDICULAR TRUSS FRAMING PORCH PARALLEL HEADER & SUPPORT FULL HEIGHT 420 Osceola Avenue SYSTEM PORCH POST, PER PLAN. I (2)MSTA24 DETAIL B „ „ „ „ TO WALL ANCHOR OR HOLD Jax. beach, Florida 32250 WOOD I JOIST WOOD I JOIST PERPENDICULAR I STRAPS DOWN AT BASE OF MIN. (2)2x4 WOOD D D Dp PARALLEL PERPENDICULAR TO WALL POST BELOW. & (1) ADJ. C Qj . Ph. 242-0908 Fax. 241-9557 OPTION A TO PORCH HEADER. WALL FL:CA#8344 SC:CA#3579 SHEATHING 2x4 SYP#2 HORIZ. BRACING 0 24" 16 GUAGE POST BASE: C C CONTACT US WITH YOUR COMMENTS STRAP w/11- POST 24" 16 GLACE 4x4 POST:ABU44 STUD WALL FRAMING COMMENTS @ LH.COM 24 O.C. BETWEEN OUTER WALL 10dx1X" EA. END BELOW STRAP w 11- 6x6 POST:ABU66 & FIRST INTERIOR TRUSS. NAIL FLOOR SHEATHING, / LSTA72 FOLDED ROUGH OPENING, SEE ROUGH OPENING, SEE w/ 2x SOLID BLOCKIN EACH END w 3-0.131x3" NAILS SEE SPECIFICATIONS _ 10dx1Y2' EA. END DOUBLE TOP PLATE I TRUSS UPLIFT TABLE AT LEFT I TRUSS UPLIFT TABLE AT LEFT - AT SHEATHING EDGE a++ / OVER TOP PLATE TYP I CONT. RIBBON I:-' PORCH. CONTINUOUS OVER + r Bd COMMON WIRE NAILS / �`� 11�!11�" TO BLOCKING 0 3" O.C. \ r` /�J�•'� w/5-10d NAILS / `I ``A��^��• BOARD (TYP) PORCH HEADER, SLAB HEADER V• FLOOR 6" INTO TOP PLATE & TRUSS SEE PLAN HTS16 MAX 5-10d NAILS INTO ` STRAPS MSTA24 " ROD y BEAM. SPACE HEADER DOWN CONNECTION HEADER UP CONNECTION ROOF rRuss 2x4 SYP#2 B 2M" O.C. 1 STRAPS EPDXIED 6" MIN \ / NO 3 DIAGONAL OR JOIST 11 CONNECTION CONNECTION / FOR PERPENDICUL = r END w CALL OUT CALL OUT - TRUSS CONNECTIO a y� FASTEN EA. °° UPLIFT CONNECTOR UPLIFT CONNECTOR PLAN VIEW OF PLAN VIEW OF °° / FLOOR TRUSSES PORCH HEADER PORCH HEADER P DER 8N GUN A H2.5T ® 32" O.C. TOP & BOT A LS18 ® 32" O.C. SEE DETAIL B ABO STAT 3-10d COMMONS OR JOIST. POSNAILS ________.___._-_ __.__------------------_._.-------_- ____ _.____.•___ ______ __________ CONTINUOUS 2x6 SYP 2 OF ; e -- ---- AT CORNER POST AT POST AT --- _ _-______--_____-_- LEDGER FASTEN WITH •' B SEE PLAN B ........SEE PLAN.......................................... .................... • ••' .`' CEILING C 1 MSTA24 STRAPS C 5-0.131x3" EA. STUD. •,, �C� +°41OR' 1 ) :• WALL FRAMING WALL FRAMING PORCH SHEATHING SPECIFICATIONS: O (2)CS16 STRAPS . ., ..,,,...° a LINE " „ MIN. (2)2x4 WOOD __•� _ _ ----------------_•...••___AP _ _ - --•-_ _TRAPS___ •,� OR GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6 O.C. EDGE & FIELD OPTION B BELOW. & (1) ADJ. D FULL HGT 5/8" THREADED ROD D FULL HGT 5/8" THREADED ROD PARALLEL TRUSS '`��° 1 �� * FLOOR TRUSS PARALLEL FLOOR TRUSS PERPENDICULAR IN a TO PORCH HEADER. nnnu9n+ /8" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD DETAIL A REVISIONS DATE 1 FLOOR TRUSS / JOIST AT WALL FRAMING 2 TYPICAL PORCH FRAMING DETAILS 3 rrHEN 4 TYPICAL PORCH BEAM CONNECTION HEADER TIE DOWN WHEN 5 WALL ADJ. TO ROOF CONNECTION S0.1 S0.1S0.1 OTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTED S0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. ROOF TRUSS. I 'A% ) I SYP 2 2x4 NAILER FASTENED TO TRUSS SEE DETAIL 6/SO.1 FOR ROOF # I I DIAPHRAGM ATTACHMENT BOT. CHORD w/ 0.131 " 0 3" O.C. I I A` TRUSS. x3WHERE APPLICABLE I I 2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3 O.C. I------ I O.C. FASTENED TO TOP ROOF TRUSS. I I PLATE w/ 4-0.131x3" 11'/a SHEATHING FASTENED TO -t-----------t 1-----------1 FIELD ALTERATION I (2)LSTA18 STRAPS CONTRACTOR SHALL CONTACT LOU COMMON. MAX. TOP PLATE w/ 10d 0 3 O.C. I I FOLD OVER TOP PLATE (2)MSTA24 STRAPS PONTIGO&ASSOCIATES PRIOR TO I ( ) MAKING ANY STRUCTURAL FIELD SHEARWALL NOTES: I I FASTEN w/10-10d FOLD OVER TOP PLATE MODIFICATIONS WHICH MAY VARY 16" MAX. FASTEN w/18-10d FROM THE INTENT OF THE ORIGINAL 2x SYP#2 CONT. ATTACH 1. CONTRACTOR ANY I I FASTEN CATS EACH END W/__.;r �Cj BB� fI I A I CONSTRUCTION DOCUMENTS.ANY 3-0.131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS ALTERNATE OPTIONS I I FIELD ALTERNATIONS MADE PRIOR TO w/ 0.131x3" 0 3" O.C. EDGE OF A,B,C, ORD I Ir ri r.1BEING APPROVED BY LOU PONTIGO a 2x MAY OVERHANG TOP PLATE. SHEARWALL ASSOCIATES MAY RESULT IN SHEARWALL OR SHEARWALL 2. USE ALTERNATE " " 8 /� „ /C» ADDITIONAL ENGINEERING OR EXTERIOR WALL AT EXTERIOR WALLS SW 8d®3 �6 SW 8d�3 / V INSPECTION FEES. ENDING BETWEEN RO F FULL HEIGHT THREADED ROD CONVENTIONAL STRAPPING MINIMUM 2 PLY ALTERNATE A ALTERNATE B ALTERNATE C MINIMUM sruD TRUSSES. HOLD DOWNS EACH END HOLD DOWN EACH END 2 PLY iA;- FULL HT ANCHORS A}- UPPER TO LOUVER STUDS STUD ST 2ND STORY 3. USE ALTERNATE •,_•, STUDS PROVIDE 7/ja" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 04"O.C. E & F FOR FLOOR SW 8d03/6: - (1) 5/8" OR (2) '/,"0 FULL ` SW Bd03/6: (2) CS16 STRAPS 2 CS16 STRAPS TO NAILER w/ (1) ROW 8d TRUSS. FLOOR TRUSS ATTACHMENT y HEIGHT THREADED ROD EACH END AT BASE OF STUDS 2x4 SPF#2 CONTINUOUS TRUSS. (�;�- ENO STUDS TO FOUNDATION 0 3" O.C. FASTEN TO TOP s" %i s <'` " LEDGER FASTENED i:C;- SOLE PLATE gN( {ORS SW 8d03/6: HTT5 OR HDU5 (FLOOR TO FLOOR) PLATE w/ (2) ROWS �,/ /1e ' OSB ;:.. TRUSS WEBS WIT OF 8d 0 3" O.C. BLOCKING SEE SCHEDULE ON DETAIL 2/S0.1 (�}- SOLE PLATE ANCHORS w/3-0.131x3" � LTT206 PANNEL :: l SEE SCHEDULE ON DETAIL 2/SO.1 Q 2x4 SPF i' FLOOR COMMON. HTT5 SYP#2 2x4 NAILER FASTENED ALL AROUND „ ',;.;'. '; 1 FRAMING SHEARWALL NOTES TO TRUSS BOT. CHORD w/ �. FASTEN CATS EACH END w 2x4 SYP 2 CATS AT 12" 1. PROVIDE �/s' OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. (2) ROWS 0.131x3" 0 3" O.C. / # PROVIDE 2x BLOCKING AT ALL PANEL EDGES. INTERIOR4 3-0.131x3" NAILS 0 6" O.C. O.C. FASTENED TO TOP SHEARWALL. PLATE w/ 4-0.131x3" 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS SW-2 COMMON. END POSTS FOR SW. W SHEARWALL OR0 5-16d NAILS EXTERIOR WALL ` ALTERNATE FOR ALTERNATE ALTERNATE D ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 6/SO.1 ~=FOR` ALTERNATE F 3/8" FULL HEIGHT ROD FULL HEIGHT,ROD i 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON SO.1 W s SHEARWALL ATTACHMENT AT ROOF a FLOOR � TYPICAL SHEARWALL ELEVATION B FULL HEIGHT THREADED ROD" W S0.1 3 S0.1 PROVIDE SOLID BLOCKING WITHIN,FLOOR SYSTEM AT SW END POSTS. S0.1 ALTERNATE �. W { Z t �■ 2x10 SYP#2"LEDGER, FASTEN w/ 2-V"O _ :'• U S,S LAG SCREW 6 ' ONG @ 24" O.C. } J r n =<a W OSB ROOF SHEATHING, WALL SHEATHING s. ' _'�•• " °- •'°''� SEE 50.0 FOR SPECS SEE SPECS # • ' MSTA30 FLAT STRAP ALONG TOP OF EACH 1Yz"x11Ya" CURVED ROOF RAFTERS t ) a W RAFTER, INSERT THRU SMALL SLOT IN WALL MSTA30 FLAT STRAP ALONG TOP OF EACH { SHEATHING FASTENED AND FASTEN CUT FROM 2-LAYERS OF Y4" RAFTER, INSERT THRU SMALL SLOT IN WALL 'FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP PLYWOOD. FASTEN TOGETHER w PLATE TO HEADER WITH LSTA12 0 32" O.C. /� TO (2)2x6 BLOCKING / SHEATHING FASTENED AND FASTEN �/ IN LIEU OF THE H2.5A STRAPS `..(� 1 (3) #8x1'/Z" GALV. WOOD SCREWS TO (2)2x6 BLOCKING 'W_, ROOF ••�, AT 6" O.C. PLUS CONSTRUCTION "' FRAMING %"0 S.S LAG ADHESIVE, (TYPICAL) m SCREW 10" LONG 3� SECOND STORY tet , s, j (2)2x6 FLAT BLOCK BETWEEN WALL ig"� S.S 2x8 SYP 2 KDT ROOF LAG SCREW. TOP PLATE ELEV. # �'y'� $ STUDS w/8d TOE NAILS EA END RAFTERS 0 24" O.C. % 12" LONG 7\-(2)2x6 FLAT BLOCK BETWEEN WALL STUDS w/8d TOE NAILS EA END 1 _ t f y 5-12d TOE "b THRU L 8d COMMON NAILS R NAILS BOLT RECESS %"0 S.S TOP PLATE•TO STUD AT 3" O.C.(TYP) r °i 6x6 SYP 2 AND PLUG LAG SCREW, H2.5AO 32" ON=CENTER t, \\-POST # 12" LONG SIMPSON H3 II .r r• BEHIND BRACKET TOP & BOT. OF 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, 5x5 PT SYP#2 HEADER C TU CRIPPLE STUD ¢ ti FASTEN TO ROOF FRAMING BELOW MSTA24 STRAP EACH 0 32" O.C. ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. KDT BEAM 6x6 SYP#2 SIDE OF HEADER POST BEHIND OVERFRAME RAFTERS, SEE PLAN. ALL FASTENERS SHALL BE H.C. 4X8 PT SYP#2 BRACKET p 6x4 SYP#2 KDT GALV. QB_S.S. KDT BEAM 1 BRACKET BOLT REC SSU STUD TO LOWER SIMPSON H3 w/ 10-8d COMMON AND PLUG MSTA24 OR CS20 STRAP 1 NAILS FROM RAFTER TO LEDGER ; WATERPROOFING BY BUILDE AND LEDGER TO ROOF MEMBER. THESE STRAPS 0 32" ON-CENTER 2x4 SPF#2 MAY BE OMITTED BLOCKING WHEN OVERFRAME , 2 MSTA24 OR CS16 KING STUD TO LOWER ALT. TO BOTH H3 ABOVE RAFTER LENGTH 2x_ SYP#2 KDT BRACKET ` STRAP EACH END 2 MSTA24 OR PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" BOLT RECESS L S.S THRU MEMBERS CUT FROM 2x12 OF WALL SEGMENT CS2-STRAPS 1100- B ROOF MEMBER. BETWEEN OVERFRAMING RAFTER AND PLUG ALL FASTENERS SHALL BE H.D. AND ROOF MEMBER. 4x4 PT SYP#2� GALV. QR_S.S. 2ND FLOOR ELEV. DESIGN KDT VERTICAL WALL SHEATHING WATERPROOFING BY BUILDER CRITERIA IPROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT 'f TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. WALL SHEATHING, AND CONT THRU BRACKET WOOD BEAM WHEN s DECK LEDGER AT OVERFRAME RAFTERS ,D STRUCTURAL BRACKET @ COVERED ENTRY 11 STRUCTURAL BRACKET @ DINNING WINDOW 12 CONVENTIONAL STRAPPING DETAIL GENERAL OTED SO.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 S0.1 S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN NOTES DO NOT SCALE DIMENSIONS FROM t THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME HILLIS RESIDENCE DESIGN/DRAWN/CHECKED CS JMD LAP DATE 02.04.2015 CONTROL NO. 5236 v: TRUSS ID. N/A E LPA NO. HANN-14-00418 SHEET SO] SHEET 2 OF12 SOLE PLATE ANCHOR SEE PLAN .... :.::... 4 EXTENDED -- - --- STEP, EACH SIDE 1#4 CONTINUOUS, PROVIDE SEE ARCH. OT P ECESS. �/ \ 171 OF RECESS. (TYPICAL) CORNER BARS 3' EA. SIDE ° n STEP SEE s Lou P o n t i g o a n d ( ) i 6 b ...................... , ARCH. Associates Inc. TYPICAL MAX 5WALL FRAMING ° (4' MAX.) EQUAL TO SLAB AND ANCHORAGE PER :•/ CONSTRUCTION SPECS. ' THICKNESS. 420 Osceola Avenue SA @ CURB 5B @ SLAB RECESS Jax. Beach, Florida 32250 —yam Ph. 242-0908 Fax. 241-9557 MATCH DOOR s�4� FL:CA#8344 SC:CA#3579 GARAGE �$@,DETAIL WITH, SEE ARCH RECESS TYPICAL WALL FRAMING GRA SLAB ON SLAB ON GRADE, s. SEED LAN. TYPICAL WALL FRAMING '/" DEEP SAWCUT w AND ANCHORAGE PER CONTACT us WITH YOUR COMMENTS SOLE PLATE ANCHOR a / CONSTRUCTION SPECS. SOLE PLATE ANCHOR a SEE PLAN. •. AND ANCHORAGE PER ELASTOMERIC SEALANT COMMENTS @ LP-A.COM PAVING S_E PLAN SLAB ON GRADE, PER SCHEDULE (2/S2.0) x � ' s ��' BY BUILDER CONSTRUCTION SPECS. SEE PLAN o ;` 1�r �*\f ��_� 2-#5 CONT. STEP, SEE ARCH. PLAN. SLAB ON ,,a°��r A••" �q >lfff 12"x12" 1#5 CONT. 'V C11 Z \. y e \;i: E.J. SLAB ON >s: ,_ «. ,,-_-_ s q GRADE, ."`` , •..• ., g MATERIAL DETAIL 2B ._ _-....... - V - �,.y\ SEE PLAN. - �s'J r fir . r ALT. FOOTING AT SLAB ON GRADE, . y r �CEI�/ •° C ' SEE PLAN =• �' \\\ ;�•' BUILDERS DISCRETION. r • • t - _ GRADE _F:l/ j �� fir: ` •'/� .c • : ti tr.'y' : • ; NOTES• `-\,,>�\ SEE PLAN. �t PROVIDE SAWCUTS TO CREATE - 3 ® 48" O.C. \, r I,, / ,•.. 1 ' t\ .!•r./.` APPROXIMATE 16' X 96' MAX. SQ. THICKENED- 21'1, :rr'•i \ � 8"x16" ROD CHAIRS (TYP.) 1.�• ys} 'c r,,,k,. 8'x16" T 1 STORY, w/(2)#5 CONT. w/ 2-#5 CONT. 3 / 2) SAWCUT CONC. SLAB WITHIN 4 - THICKENED EDGE) 8"x8' 8°x20" 2—STORY, w/(2)#5 CONT. TO 12 HOURS OF CONC. 8"x16" 1—STORY,�w/(2)#5 CONT. `STATE .•' 16 w/(2)#5 CONT. w 1— 5 CONT. ° 2-STORY,°w/(2)#5 CONT. • �,` / # PLACEMENT. 8"x20" s p�,{�,•.E Q � DETAIL 2A 3 BEARING AT INTERIOR s J �S' `'°°"••�''° \� ,•��'' SAW EM WALL AND FOOTING 2 4 CUT DETAIL _ / ST EN LAB 1 THICKENED 5 .MONO. FOOTING AT STEP DOWN �� oNAL ' S0.2 SCALE: 3/4" = 1'-0" SCALE: 3/a"=1'-0" ' ��0uununnuiu++++"`+`� S0.2 SCALE: 3/4" = V-0' S0.2 SCALE: 3/4' = 1 -0" / S0. S0.2 SCALE: 3/4" = l'-0" R` OVERLAP SIDEWALL REVISIONS DATE TOP PLATE GARAGE HEADER ALWAYS PLACE GOAL POST. FASTEN TO STUD TYPICAL WALL FRAMING AND HEADER AT ANCHORAGE PER OPENING PACK WITH 2-ROWS OF 16d CONSTRUCTION SPECS. , TOP OF ROUGH RING SHANK NAILS ® 12" O.C. (2)20ga STRAPS HEADER JACK TO t= (2)2x6 KING STUDS ATTACH GARAGE DOOR THRU CONTINUOUS 8" FULL HEIGHT 2 2x6 JACK STUDS RD PACK,IGHT PER GARAGERECTLY DOOR Yi' THREADED ROD U=BLOCK BON � _ .: _. `.. O SUPPLIER oNTRAcD AHAE c�oNTAOcNUP THREADED ROD STU c LOU w/2x2xV' WASHER. xBEAM w/1=''#5'CONT. SEE PLAN PONTIGO 8 ASSOCIATES PRIOR TO 8" CMU OPEN BOTTOM LINTEL EPDXIED 6" MIN MAKING ANY STRUCTURAL FIELD BLOCK W 1- 5 CONTINUOUS d �p MODIFICATIONS WHICH MAY VARY M 8 CMU 'ALL I FULL HEIGHT �g FROM THE INTENT OF THE ORIGINAL / # SPACE ® 24" O.C. #5® 48"o.'c IN w/ M (2)2x STUD CORNER THREADED RODLZ , CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO _ GROUT FILLED CELLS EPDXIED 12" i BEING APPROVED BY LOU PONTIGO 8 • 8 8 8 8 8 8 ASSOCIATES MAY RESULT IN 2x8 P.T. SYP#.2 DECK SLAB ON GRADE, P.T. SOLE PLATE ADDITIONAL ENGINEERING OR % JOIST ® 16" O.C. (1)SIMPSON ABU44 POST ANCHOR SEE PLAN. GARAGE FULL HEIGHT wsPECTIONFEEs. w/ '/2" x12" ANCHOR BOLT AND .:1 k `' FLOOR SOL ANCHOR SEE THREPLAN ADED ROD ��( GRADE 4x4 POST-,,, 12-16d COMMON WIRE NAILS a , 16" WIDE x 6" DEEP PAD °.• ' PLATE 8 CMU STEM WALL W/#5 FOOTING w/2-#4 �� z f r ' s SOLE PLATE_/ SLAB ON _ VERTICAL DOWELS w/STD.90' CENTERED TO SUPPORT 8x8x5.5 HIGH ao� �� ::�// k !! ANCHOR d GARAGE WING WALL SECTION GRADE- • d: °T% BEND INTO FTG. SPACE CONCRETE PIER �Lt ��. THICKENED SLAB,EDGE SEE PLAN ��`'• 32" O.C. GRADE BOTTOM OF STAIR •' `` 7 ,r' ,• , • • , ,.. TYPICAL % <a AT GARAGE OPENING. =f I i :IES GRADE � THICKENED 4 . • : 3� - : e• :; c STEMWALL :r Q ;.q . /C \C�r\ FOOTING SLAB, SEE.,; ` ' as NOTES: C14in 0qy 6 2z$ P.T. SYP No. 2 KICK-PLATE. ��\ � ,. --,. DETAIL 46/S0.2. • , ONTINUOUS CONCRETE j STEM WALL VERSION MONOLITHIC "VERSION FOOTING FASTEN TO FOOTING w/ 1/a"0 2'—O'x2'-0'x1'-0"d 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 3' CLEAR x 2+/2" TAPCON ANCHORS AT CONCRETE FOOTING n TYP W/ 3-#4 EACH WAY AT CONTRACTOR OPTION, EITHER VERSION MAY BE USED GARAGE WING WALL ELEVATION 8" O.C. AND ADJ. TO EA. 10"x20" STRINGER. LUw/ 2—#5 CONT. x �■ D TAI s STEM WALL AT GARAGE WOO STAIR DETAILS 8 C NC. PIER FOOTING �, A/C SCREEN WALL 10 GARAGE HEADER FRAMING V J S0.2 SCALE: 3/4" = V-0" 50.2 SCALE 3/4' l'-6" S0.2 SCA E: 3/a" = 1'-0" gp SCALE 3/4" = 1'-0" S0.2 Uj LL LJJ... '{ - LLJ POST, SEE PLAN-\ c 71 ' _ EXhSTING "t SLAB ON L + FLOOR JOIST GRADE,_ D W FULL HT. TO REMAIN � � � �`'��.�" �• � SEE PLAN. O WOOD BLOCKING • t. FIJ ALT. FOOTING AT is 'i -11 li' 11 i1 J. cn T 1- i1 I 1t 11 00 BUILDERS DISCRETION. - ' 2 SIMPSON FLOOR BEAM, HGAM10 SEE PLAN. • a 3—#4 HOOKED q 24 VERTICALS ' Ln •-•-='.7 t•---:• r- --�•;- x a. .' 'A..-Y- ?s.TY'------STP- - p„ ISOLATED FOOTING, `� t•••••• ••• s • ` 3f-;x36 x12 CONCRETE SEE PLAN SEE SCHEDULE I � REINFORCING, �fF - ! ! I._.... L...... FOOTING w/3-#5 EA. _IWAY BOT. Q J 11 CONC. FOOTING @ NEW OFF-GRADE BEAM 11 ISOLATED FOOTING S0.2 SCALE: 3/4" S0.2 SCALE: 3/4" = 1'-0" DESIGN CRITERIA r AND GENERAL 4 NOTES Foy DO NOT SCALE DIMENSIONS FROM } THESEDRAWINGS.IF A UNCCLEAR REFER On THE ENS ION IS II ARCHITECTURAL DRAWINGS OR � CONTACT THE E.O.R. } t -77 I j PLAN NAME 1 HILLIS RESIDENCE I DESIGN/DRAWN/CHECKED CS JMD LAP DATE > 4 02.04.2015 CONTROL NO. 5236 TRUSS ID. LPA NO. HANN-14-00418 SHEET, T kx. f S02 r.: SHEET 3 OF12 • S) , 5 12" WIDE CONCRETE Lou Pontigo and FOOTING w/ 2-#5 TO Associates, Inc. SUPPORT STAIRS. 4x4 P.T. POST, 420 Osceola Avenue SEE DETAIL 7/S0.2 SEE 8/SO.2 )ax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 F2.0 FL:CA# 8344 SC:CA#3579 n--j CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COMFF2.0 S0.2 At ________..____ ver _ _ .1. •5y• f , ¢y' � q° •° N 3311 - �., - - - - --W-. - - - - - - I 6 = OF II I � 4"usnufUU REVISIONS DATE 6 1 I I I 12 1 2-#5x30"HORIZONTAL S0,2 .; I 2B 6x6 P.T. POST, SO.2 S0.2 REBAR EPDXIED 6" SEE 2/S0.1 INTO EXISTING FOOTING .. 1- - - - - (8 PLACES) - __ __ - __. - __� - _ _ - __ _ ..__.. I s f r _l �` 4 CON RETE SLAB w/ L-- - F2 0 I I ✓ / j' {! , % J ` I FIBERMESI� © 1.5 LBS/CU.YD. FIELD ALTERATION / J F3 5 ,{' {`' / / I R SHALL CONTACT LOU I I I `I ' /s f� i� %" /, i I I OF CONCR TE OR 6x6 W1.4xW1.4 CONTRALTO I PONTIGO&ASSOCIATES PRIOR TO f> R R MAKING ANY STRUCTURAL FIELD {, ,:' `;: '' J :`' /' � � <• WWF ON 6M VAPOR BA I R L...• IN I E I MODIFICATIONS PREPARED GRADE. / HE INTENT OFTH ORIGIANAL FROMT C I ONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO I BEING APPROVED BY LOU PONTIGO 8 's / •i Ft 16 1,` '•, ASSOCIATES f {+ , ? X MAY RESULT IN I I I ✓: ! I / ADDITIONAL ENGINEERING OR p I I PROVIDE SAW CUTS PER /S '"E '•, 'G I' •�" J/ J;; F• 7. •I_ /:,```` % ;;./ ,! I PROVIDE SAW CU PER 4 S0.2 BUILDER TO / ; i' i / / I 1 6 liar.... .... i........................r � ii,, /.• �� 4�.Sa. �;.-`B�rtD-ER TO I I I I COORDINATE WITH FINISH /% ,f '` {' '' I I { M COORDIN { ATE WIT FI ____ I S H I FLOOR MATERIAL. I .f ____--.•_._.-__-_--_ / %' � SIM. t,1 I i" EXISTING FLOOR " " /'Jj / {,.• .'FL'O'OR...�-- .Tir..1'AL:•- --' ......::f::::- ,• S d.12? I(.... II f /.� FRAMING ABOVE i '` / /: '' ........................... 6 I i p` - - - - - 4 i`:CONCRETE ;I . %�" � } SO 2 N RETE SL B w ::.: .......... ; / f - ••J�:''• Y ( %' :, w}• , x ^2A I ( FIERMESH Co? 1.5I LBS/CU.YD. i S0.2 CONCRE• �.,Q_f�_.6x6 W1.4xW1 VV.., ••,' i J' JTZ•`• µ ,:l', f:�.�:xe,»_as .. I V�tF ON 6 R BARRIER � I Y `� /`� ' I IN "PREPAR r GR ' I ; I �` =1 I: fi ,y _ _ f. , :ILij ,: { l ` J I I rf 6 ..!r_ ;r y ; r; , .{;-.�,Yvti, = I; : ' : �;`''• i" -:SNA-5:..• � �:, %• i II .:...._:.::: 1.. I E ; :...::.... t I F2.0 I { /: I % !/ •_...,--- ... 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PLAN THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, 1. THIS FOUNDA ION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, NECESSARY TO PROTECT THE STRUCTURE° AND ANY PERSONNEL DURING STEP HEIGHTS, CT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE DO NOT SCALE DIMENSIONS FROM SOLE RESPONSIBILITY OF THE CONTRACTOR. THESE DRAWINGS.IF A DIMENSION IS 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. UNCLEAR REFER TO THE d ARCHITECTURAL DRAWINGS OR 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED corvracT THE E.o.R. PROCTOR IN ACCORDANCE WITH ASTM D 1557. PLAN NAME 4. DIMENSIONS INDICATED ON THIS PLAN ARE TO CENTERLINE OF FOOTING UNLESS FOOTING SCHEDULE AND NOTES HILLIS RESIDENCE OTHERWISE SHOIAN TO THE EDGE OF AN ELEMENT. DESIGN/DRAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS / JMD LAP F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 02.04.2015 F3.0 S-0" S-0" 1'-0" 3-#5 EA. WAY BOT. CONTROL NO. ' F3.5 S-6" S-6" 1'-0" 4-#5 EA. WAY BOT. 5236 F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. TRUSS ID. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. N/A 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE LPA NO. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, HANN-14-00418 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIEDSLO PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF1 2 rr If Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA# 8344 SC:CA#3579 4x4 P.T. POST, CONTACT US WITH YOUR COMMENTS (4 PLACES) COMMENTS @ lP-A.COM j�• '• aSoUta4aataaal7arlar 6x4 P.T. SYP#2 KDT r ``�1w 4Up111111 i(/�� ryr�r :------c•-__._-----_ ___ —_ .1.........................— O�� f`� �✓✓�(�fr �i :::.. - -, _ x...... ................. .... BRACKET SEE DETAIL ,' \tea € € hI € 10/S0, SIM. (3) TOTAL �`s�1''�-�CE�Sc�'',C T}1 '. E :E N 3311 •t -.,.Y ::•..... ............................. .... ............................................................................................................................................I � � _ E OF �. E x _..• 6 x 6 POST w.�._FASTEP N-T-0• . .. ; a 14 I I /eNepa ,11u ' BOTTOM w/ �SO. I I REVISIONS DATE € = 2-A35 ANGLES i l (3 PLACES) •6x6 SYP#2 PT POST NEW EXISTING E € • STRAP BEAM TO POST PER 2/S0.1 •ATTACH TO CMU BELOW PER 6 S0.2 N / WOOD BRACKET, \ E •(8) TOTAL AT REAR PORCH SEE DETAIL 11/S0.1 ! J I I 55x5 P.T. SYP#2 KDT er- > w AM SUPPORTING w Q I END OF CANTILIVERED 2x8 ROOF RAFTERS / I� € o I I SEE 10/S0.1 (SIM.) FIELD ALTERATION c __-- --___,_.....____________ __ a € X, - NEW OPENING J — ffl X X € € X X J X < E CONTRACTOR e ASSOCIATES PRIOR TO .. ........................... :. s.......... ......................................._. ..........._.......-....�. �.....:...., 1€ J \ rr � U' I MAKING ANY STRUCTURAL FIELD Z EI Q (2)1.75x9.25 1.9E LVL-2/2 (2)1.75x9.25 1.9E L L-2/2 € ( FMODIFICATIONS ROM THE INTENT OFTHE RIGIANAL ...- '•--•------•-•-- -Ifl EI Z 1. E; i I^ CONSTRUCTION DOCUMENTS.ANY E FIELD ALTERNATIONS MADE PRIOR TO E I= € III V) _ N _ , , I I BEI D BY LOU PONTIGO 8 IN, € E I ES MAY RESULT IN II NG APPROVED € s NGINEERIN OR i? E 2 KINGS + N N € ` ASSD PECTION FEES. G € I � OSB WALL 2 JACKS SHEATHING; J 2-CS1 STRAPS \ � . A SIMPSON HTT5 EAC END OF I N 11 „ w I of E 1 I - I w/% THREADED I °' SHEARWALL I X j Q 2 1 ROD EPDXIED I I j 6" MINT . ' N ` I N S2.1 ------... ................. 0) ,_Z r E E X •OSB WALL SHEATH NG � _ .. - •� -' 11 N > iLO ;. IX I - €€ J n •ATTACH TOP OF WALL 3 2x12 SYP 2 w III 2 KING+ t OSB WALL I E O # I+ > E ? N PER 6/S0.1 I (3) STUDS : € , ..... ... E. ..................... 4;, PT PORCH I I 0111 2 JA KS SHEATHING I m BEAM ABOVE BE BEAM ( I j BEAMS TYP. AT a - - - LOW X - - - °° IE _ _ _ _ _ — _ = EAM A�0 = j I I I VE SIDE PORCH . ::..-I 00 €€ - = _ - = N ACTOR T € �.r • I '; g � N , z — a Z TR 0 E m �; r a SER I FY MIN. N \ I 1-`I _ W Z (3)2x€12-2/2 N E -`� , _ , _ M_.._ t I r� s t `• v I % (2)2 ,2/2 I , _ .� — — . ,3 °0 BEAM ABOVE I ! �-I:�• _ € E I I J ,•• iLij — — — — p — — — — - -- I , 8.,., € E .E LL kull N q, -.-.. LLJ `•'# j °° A X III ill` N INTER OR \` <g � t. x,. f I ( `` N Eo �ti X ` b I W OSB E 2 KINGS + 1 ALL i i N 2 JACK SHE H IN G KS BEAWA-L`� € EEE: ..> :. _ E E • a :. -�• I --vE91F---- E . E w.. �, .. a €X -�- - _ - - - {r : N � ;, ( � € •�� Ln un BEAM ABOVE I t ' z a W N .... J : E • Z ,> `wUj ..............�._.... _._ O J (2)2x10 1/2 ..................... .......................... -- -- •---•-•--------- --- �2 ��' m = III - - J T ' E €I o i ' w ; s< zt 00 I U V) 00 M _............ ........ ...... - _ - - 1�;., ._;X , ,€ ...................... i ; .......... X ----------------- ((2)2x8-2/21 ' I (2)2x8-2/2 (2)2x10-2/2 + - E _ f---_.`..� __ i l� WOOD BRACKET, ______ J X : •-__.-----___. jX X € € X X- X J E-- SEE DETAIL 1O/S0.1 SIM. v I �. - � t :.. ...................... - - ALL'EXTERIOR WALLS AT � ' l xY THIS LEVEL ARE: �` s CONSTRUCTED OF 2x6 WOOD BRACKET, SPF#2 @ 16" O.C. WALL SEE DETAIL 10 S0.1 FRAMING (U.O.N.), / 1 THIS a WA L FRAMING COMPLIES FIRST LEVEL WALL FRAMING PLAN WITHDEFLECTION CRITERIA. SCALE: 1/4„ — 1, 0„ x - a FIRST LEVE WALL SYMBOLS LEGEND FRAMING ......................... DESIGNATES SHEARWALL. THE HIDDEN PLAN —"------- LINE DESIGNATES SIDE OF WALL THE Sw 'I SHEARWALL SHEATHING TO BE APPLIED. a NAIL NG: 8d ® 3/6 DESIGNATES 8d COMMONS 0 8d®3" 6" 3" O.C. EDGE & 6" O.C. "IN THE DO NOT SCALE DIMENSIONS FROM FIELD" THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR DESIGNATES THE HEADER SIZE AND CONTACT THE E.O.R. (2)2X8-1/2 NUMBER OF PLYS DESINATES NUMBER, HEADER SIZE & JACK/KING STUDS PLAN NAME BEAM OR TRUSS, SEE PLAN HILLIS RESIDENCE DESIGN/DRAWN/CHECKED " A307 DIAMETER FULL HEIGHT CS / JMD/LAP THREADED ROD, SEE DETAIL 8/S0.0 DATE "C 02.04.2015 ; nJ " A307 DIAMETER FULL HEIGHT CONTROL NO. T'{ THREADED ROD, SEE DETAIL 8/S0.0 5236 ® 3�„ A307 DIAMETER THREADED ROD TRUSS ID. TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 8/SO.0 N/A LPA NO. /�G A307 DIAMETER THREADED ROD (`J`�(j`-�� TERMINATES AT FIRST FLOOR TOP HANN-14-00418 PLATE, SEE DETAIL 8/SO.0 SHEET LSTA12 12" LONG LIGHT GAUGE STRAP FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS SIA SHEET 5 OF12 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 .......... .... ...... .... ...... ............ ........... ........... Ii. FL:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A,COM No. 31 , -� STAT OOR OF r JOIST C�? 66FL0 C 2x12 LEDGER FASTEN ~ R ID f(2)2xf2;, W/5-10d +(3)Y4%6' ®•�;„ 777 T',,,,,•---, •— LONG SCREWS © 16 0 I � N N REVISIONS DATE X \ —04 N I04 -------- -- L._ __Y�_ I II I I FIELD ALTERATION NEW EXISTING CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS RY FROM THE INTENT/OF THE ORHICH MAY IGINAL CONSTRUCTION DOCUMENTS.ANY 2x8 SYP#2 RAFTERS ® 16"O.C. I I I FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR �,r-`""�� I ( I INSPECTION FEES. - --_ ` I ` J I i! ______________—_ ______________ ----_ _ ` 1 S2 €; TRIPLE I—JOIST BENEATH WALL ABOVE I € — O �, rI I€: I III I: , E Lu THAT S UPPORT CEILING FRAMING .�.______ ____ ______________________________----_---_____________.We�::::r:;: _ ..^ .• -�.�._ _ _.f-, N .. ... ARD LL I I FULL DEPTHLU _________________________ -__-_---______------ -------____ _ __ _ __ ------ ............ co € •i I € W i . � NEW 3 9.25 LVL t — W ( ) I — ` s sr f............................ N wa 12 BOISE 6 000 ;, — 11 — — I 1 O € NEW (3) 9.25 LVL € I I s s l 1.8E WOOD I JOIST 1 1 ---- _3 N — —_ c0 r t ;: rr I€ ;i ; '-�� _-� rF -��:: ® 16 0. , III �r { I LLI_ - _ - W € i I ..,, ,,r.; N9.25" ;� I€ #3 "� EW (3) LVL I I I I0� 0LU LL ' I - . Q II ; III I _ - k: 5 n I i N �: 2x10 BLOCKING NAIL I• -- _ m �I E f ........ _ - TO TOP OF WALL _ , ----------------------- (3)11.88wWON A fC €. LVL--�� :2: I •: --�-°� • •€ )-�==��k-��-��T€ •'L FLITCH PLATE : I € - �-- : DO N ........................................ . ...... 210 2 ___-__---_ , ,:: .. ....::Ell _ _.____ .........................._____ _ _ ______ s __ ................ ................ ... .......... ..-.. __ E 1 N it --� — s i.... .. cc-- -„ _. -__—____.__ _________ _____ ______ _______ _____________�_�_____________ _ ________ .....r_____ � ____i i- z t , •�� If 133 € _ _ i� I LLJ .................................. _.__-___..__..._.......�__-_._s.___.m__.__________. ___.______. •{___ ___________»_». __________�_____._._..._-_.__»._»___....___ ....�_-.._.-_._.t is _- ----__ ®�_ _ _ _�•-__ __ __ � =�_____:�,�, :�.� �® __: -�____.®_._---�'�'�� ---•-----------------------.WPI-__----------------=__. I 2x8 SYP#2 RAFTERS © 16 O.C. ..............•-•••-•-...........-............................---.................--.... (3)13/4"x11.88" LVL 1.9E + j (2) 3/8"x11" STEEL FLITCH PLATES, w/3 ROWS OF C 3/4"0 CARRIAG BOLTS O SECOND 16 O.C. � FLOOR SECOND FLOOR FRAMING PLAN SYMBOLS LEGEND FRAMING SCALE: 1/4" = 1'-0" r PLAN / LINE IGDESIGNATES SIDE LOFTWALLI THE 7 SW SHEARWALL SHEATHING TO BE APPLIED. NAILING: 8d ® 3/6 DESIGNATES 8d COMMONS 8dO3' 6" 3" O.C. EDGE & 6" O.C. "IN THE DO NOT SCALE DIMENSIONS FROM FIELD" THESE UNCLEARGRE ER TO THE ION IS T ARCHITECTURAL DRAWINGS OR DESIGNATES THE HEADER SIZE AND CONTACT THE E.O.R. (2)2xa-1/2 NUMBER OF PLYS DESINAES NUMBER, HEADER SIZE & JACK/KING STUDS PLAN NAME ---- BEAM OR TRUSS, SEE PLAN HILLIS RESIDENCE DESIGN/DRAWN/CHECKED " A307 DIAMETER FULL HEIGHT CS / JMD/LAP THREADED ROD, SEE DETAIL 8/SD.O DATE ` '� 02.04.2015 X A307 DIAMETER FULL HEIGHT CONTROL NO. THREADED ROD, SEE DETAIL 8/S0.0 5236 3/8" A307 DIAMETER THREADED ROD TRUSS ID. TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 8/SO.0 N/A " A307 DIAMETER THREADED ROD LPA NO. TERMINATES AT FIRST FLOOR TOP HANN-14-00418 `Cyv PLATE, SEE DETAIL 8/SO.0 SHEET LSTA12 12" LONG LIGHT GAUGE STRAP S1 .2 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS ' SHEET 6 OF12 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP•A.COM O ....;.......;............... L&L1----0.C. d = M S L '00N—FRAME V1fl ALL .a': Tq QF p J/ Eti P, C J i ��Ynn 1W ( - -- -• i............................................... REVISIONS DATE (2)2x8-1/1 I I NEW EXISTING ` FIELD ALTERATION E i E CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO SEE DETAIL 10/S0.1 MAKING ANY STRUCTURAL FIELD -----------—--_----------------------------------______ —__.___________________.._...___.._._____________________________, FROM THE INTENT OF THE ORIGINAL I I FOR TYPICAL € MODIFICATIONS WHICH MAY VARY CONNECTORS. '................... __- FI ELD CONSTRUCTION DOCUMENTS.ANYO O ALTERNATIONS (2)2x8-2/2 1 I BEING APPROVED BY OUDPONTOI O a ASSi t---• 3 E _.""."'_ yS " _ i,wwww_wu___• ____. - � � � r__ J OINSPELCSTNIOG N RESULT........................................... . ADDITIONAENERSI NG ORI� ---•-- 4i X X................... 4=x """ """�" _._________ Q 1111100 S «r IIII c�' j' .......... J`� M,,/ _ I I �° I 6x6 POST E c� i c� III; I I 'I I I I Ott:::.............. fY- , I I I I I I ! N ' i II _e: . .. I FASTEN TOP & a c� • .. 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"IN THE FIELD" UNCLEAR L R TO THE 8d®3" 6" THESE DRAWINGS.IF A DIMENSION IS ARCHITECTURRAWINGS OR DESIGNATES THE HEADER SIZE AND CONTACE E.O.R. 2)2X8-1/2 NUMBER OF PLYS DESINATES NUMBER, HEADER SIZE & JACK/KING STUDS PLAN NAME ---- BEAM OR TRUSS, SEE PLAN HILLIS RESIDENCE DESIGN/DRAWN/CHECKED X A307 DIAMETER FULL HEIGHT CS / JMD/LAP /` THREADED ROD, SEE DETAIL 8/S0.0 DATE �� A307 DIAMETER FULL HEIGHT 02.04.2015 THREADED ROD, SEE DETAIL 8/S0.0 CONTROL NO. 5236 ® 3C A307 DIAMETER THREADED ROD TRUSS ID. TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 8/SO.0 N/A %" A307,DIAMETER THREADED ROD LPA NO. TERMINATES AT FIRST FLOOR TOP HANN-14-00418 PLATE, SEE DETAIL 8/SO.O SHEET LSTA12 12"FA LONG LIGHT GAUGE STRAP S13 FASTEN.TO TOP PLATE AND STUD WITH 5-10d COMMONS SHEET 7 OF12 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA# 8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A,COM v V A No: 53311 - s7A € L dbN - C�' AM 1!�ALL '''��•� A'�= fie\ � f �4t+��A�1111H11111��ti\\� j REVISIONS DATE i i;.....- ...........................I..............I..........-- ..-.l. .......---.-...-..---..-.-.-.-. E c_ Ti t NEW EXISTING 2x8 OVERFR x E y RAFTERS @ 24" j O.C. W/ OVERFRAME LE GER w/ OVER j LEDGER VERY IMPORTANT NOTE: SEE 9 500. • EXISTING 2x6 JOIST @ 24" O.C. CONTRACTOR TO ADD w FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU ADDITIONAL 2x8 SYP#2 EA. SIDE, SEE 1/S1.2 II 5x5 P.T. SYP#2 KDT PONTIGOaASSOCIATESPRIORTO 2x12 SYP#2 RAFTERS @ 16" O.C. MAKING ANY STRUCTURAL FIELD BEA SUPPORTING MODIFICATIONS WHICH MAY VARY —J FROM THE INTENT OF THE ORIGINAL 2x8 N0.2 SYP RAFTERS @ 24" END OF CANTILIVERED CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO O.C. SEE DETAIL 11 /S0.1 -\ 2x8 ROOF RAFTERS BEING APPROVED BY LOU PONTIGOB SEE 10/S0.1 (SIM.) 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STRAP TRUSSES AND ROOF RAFTERS TO BEARING __-_._._._--_____ WITH 2-12d TOENAILS & 2—SIMPSON H2.5T UPLIFT 1 STRAP UNLESS OTHERWISE NOTED S2.1 THIRD LEV L FLOOR FRAMING PLAN Ft LOWER ROOF FRAMING PLAN THIRD LEVEL SCALE: 1/4"—V-0" - FLOOR FRAMING & LOWER ROOF PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR 't CONTACT THE E.O.R. i PLAN NAME HILLIS RESIDENCE DESIGN/DRAWN/CHECKED CS JMD/LAP DATE 02.04.2015 CONTROL NO. 5236 TRUSS ID. N/A LPA NO. HANN-14-00418 .......... SHEET SIA SHEET 8 OF12 II . � b I. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. 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(2)2x8-1/2 NUMBER OF PLYS DESINATES NUMBER, HEADER SIZE & JACK/KING STUDS PLAN NAME t ILLIS ---- BEAM OR TRUSS, SEE PLAN HRESIDENCE DESIGN/DRAW N/CHECKED " A307 DIAMETER FULL HEIGHT CS / JMD/LAP THREADED ROD, SEE DETAIL 8/SO.0 DATE 02.04.2015 A307 DIAMETER FULL HEIGHT THREADED RODSEE DETAIL 8/SO.0 CONTROL NO. t X� , x 5236 3/a" A307 DIAMETER THREADED ROD TRUSS ID. ® TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 8/SO.O N/A " A307 DIAMETER THREADED ROD LPA NO. TERMINATES AT FIRST FLOOR TOP HANN-14-00418 PLATE, SEE DETAIL 8/SO.0 SHEET LSTA12 12" LONG LIGHT GAUGE STRAP S105 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS SHEET 9 OF12 f Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL: CA#8344 SC:CA#3579 �I CONTACT US WITH TOUR COMMENTS COMMENTS @ LP-A.COM SPLICE 2x6 x6-0" P.T. SYP#2 as°°°° N � ... EXPOSED RAFTER TAIL TO `°°`�°, .°\......... w� E/ S'° EACH ROOF RAFTER, SEE 00�� IVO. DETAIL 2/S2.21 - 311 n = T -CIF a s ® a a i e d e r . v ............_____.----------- _---____. 3 VERY IMPORTANT NOTE: EE \ ( CONTRACTOR TO REINFORCE i EXISTING RAFTERS, SEE — REVIsIONs DATE ARCHITECTURAL DETAIL 1/S2.2 E COORDINATION 07.221 LAI- - � I s J i i s ! ._......... _ £ i , i i r' ; t J 3 2x12 Nb 2 SYP ( ' .¢�- � XISTING ROOF .i... I ) Y RAMING TO REMAIN DR BELOW 0-QST Q I I ():f: FIELD ALTERATION Ld • R 0 VI D E (2) 2 x 6. N 0.2 i ' i _. ' _ ..._ i 3` .. ------------------- CONTRACTOR SHALL CONTACT LOU PF STUDS EACH IDE j I i ^W _ ^I wI _i^^ _ PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD IE ND STRAP TO BEA ' I i I i4 s 0 1 MODIFICATIONS WHICH MAY VARY ---___ ___.._..-.- I ; E FROM THE INTENT OF THE ORIGINAL i ELOW W/ (2) CS1� 0 �( I I E ` RUCTION DOCUMENTS.ANY CONST _ 0 FIELD ALTERNATIONS MADE PRIOR TO EXISTING RID I i E E =====-===•=— BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITINSPECTONONAL FEES. OR I fi N FEES. 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Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL: CA# 8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM ,,,s1`4 n{y,+a 'i►�Ijgl e N0. 3311 ° 8 q � ., y�0 a C e 0/ REVISIONS DATE 0 ARCHITECTURAL RAFTER PER PLAN � COORDINATION 07.22.1 RAFTER TO TOP PLT W/ FIELD ALTERATION SDWC15600 OR H2.5T ~~ CONTRACTOR SHALL CONTACT LOU w' PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD ..• rY MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL (2)H2.5T CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO t i BEING ES MAY - APPROVED OU PONTNGO a -aY� � ADDITIONAL ENGINEERING OR TOP PLT TO STUDS 1S a�w§ INSPECTION FEES. EXISTING FRAMING BEYOND W/ SDW 15600 OR H2.5T @ 32" O.C. € %' TYPICAL PORCH RAFTER PER PLAN FRAMING DETAILS, .,.tee.. T 'x� .: SEE 2/S0.1 ROOF DECK PER SPECIFICATIONSAt 2x8 LEDGER. A TEN w/4_Yq'x433 LA G SCREWS " @ 16" O.C. 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M X, CONNECTIONS T µMATCH LOCATION 0 + Q •RAFTERS TO TOP PLT RAFTERS •WATER–PROOFING BY BUILDER W/ SDWC15600 OR f' H2.5T 2x6 NO.2 SYP La G R •LUMBER IS INTENDED FOR DRY USE j 2x6 BLOCKING ATTACHED TO W L W • TOP PLT TO STUDS W/ BETWEEN JOIST. / SDWC15600 OR H2.5T @ I (4) 12d @ 16» 0> 32" O.C. _ r: 1 LONGITUDINAL DORMER SECTION �Y S2.1 SCALE: 1/211 = 13-0" BUILDING SECTIONS 5 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME HILLIS RESIDENCE 2 WALL SECTION THROUGH PORCH EAVE DESIGN/DRAWN/CHECKED CS / JMD/LAP S2.1 SCALE 1/2)) = 1'-0" DATE 02.04.2015 CONTROL NO. i, 5236 TRUSS ID. NSA # LPA NO. HANN-14-00418 SHEET S201 SHEET 120F12 I, Ix Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A,COM 9, adt�t EXISTING RIDGE BOARDJO BE REMAIN � o• � .� RIDGE BOARD, i N0. 53311 NEW 2x4 SYP#.2 9 0 5-12d SEE PLAN COLLAR TIES TOE NAILS STAT' r - i O(— s° w/6-12d NAILS EA. END ®40 •I©P•. t�� OF EA. RAFTER. EXISTING ROOF RAFTER, TO BE -'• : •• 'p,+/q+4ungppUl"e4 REMAIN. r' f REVISIONS DATE COORDINATION ARCHITECTURAL 07.22.1 L NEW 2x6x10'-0" LONG. ~`" • 2x4 SPF #2 STUDS @ 16" O.C. SYP#2 FASTEN TO .��'�'•�- ' '',.�. # ALIGNED w/ RAFTERS ABOVE. RAFTER PER PLAN SPLICE 2x6 x6—O" P.T. SYP#2 f.f'r f EXII,STING RAFTER " f .. FULL LENGTH TO LONG EXPOSED RAFTER TAIL w/2—ROWS OF SPLICE 2x6 x6-0 P.T. SYP 2 RAFTER PER PLAN ' ' ~ # OVERFRAMING. TO EACH ROOF , ' �`.r 10d @ 12" O.C. MTS12 UPLIFT EXPOSED RAFTER TAIL 2x8 SYP#.2 FIELD ALTERATION RAFTER, SEE DETAIL 2/S2.21 ~`'' / ` "z "ti. CONN. �`` TO EACH ROOF COLLAR TIES ---, - - CONTRACTOR SHALLcoNTACTLou RAFTER, SEE DETAIL 2/S2.21 2x4 SPF #2 STUD @ 16" O.C. PONTIGO&ASSOCIATES PRIOR TO f f FLOOR DECK PER '� " w/8-12d NAILS EA. END ________ r1`S12 UPLIFT I 2x4 SYP #2 I �., ALIGNED w RAF ERS ABOVE. H2.5T UPLIFT 2x4 SPF #2 STUDS @ 16" O.C. MAKING ANY STRUCTURAL FIELD SRECIFICATIONS. / OF EA. RAFTER. CONN. ALIGNED w/ RAFTERS ABOVE. MODIFICATIONS WHICH MAY VARY j � I f CONN. I BOTTOM PLATE I `�,�. FROM THE INTENT OF THE ORIGINAL r CONSTRUCTION DOCUMENTS.ANY f' FIELD ALTERNATIONS MADE PRIOR TO t BEING APPROVED BY LOU PONTIGO 8 (2)2x4 SYP #2 2 ASSOCIATES MAY RESULT IN ---_ ------ - ( )2x4 SYP #2 ADDITIONAL ENGINEERING OR ' ' I "t y • • • • . • • • �'� *., ----�--�� 1 DBL. TOP PLATE INSPECTION FEES. UPl11FT NEW 2x8 SYP#2 EACf / DBL. TOP PLATE _COIIiINECTOR SIDE OF EXISTING J01 T CS16 STRAPS i I FASTEN w/2—ROWS F` EXISTING LOAD @ 32" O.C. 10d @ 12" O.C. 2x4 SYP 2 BEARING WALLS SEE DETAIL: _ •RAFTERS TO TOP PLT W ' I i DIA. BRACES 2x4 SYP #2 2/S2.2 •RAFTERS TO TOP PLT I " DIA. BRACES UPLIFT CONNECTOR, / SDWC15600 OR VERY IMPORTANT NOTE: W/ SDWC15600 OR I @ 16O.C. @ 16" O.C. SEE PLAN. H2.5T A _ I I CONTRACTOR TO VERIFY H2.5T FLOOR DECK PER .�. * TOP PLT TO STUDS W/ EXISTING CEILING JOIST •TOP PLT TO STUDS W/ I j SPECIFICATIONS. SDWC15600 OR H2.5T @ ARE FASTENED TO SDWC15600 OR H2.5T @ I 2x4 SYP #2 32" O.C. RAFTERS w/8-10d 32 O.C. 2x4 SYP #2 " I BOTTOM PLATE COMMONS I � BOTTOM PLATE—\ W � - SIMPSON CS16 FLAT O STRAP AT EACH LOWER Uj 1 ATTIC HOUSE SCHEMATIC SECTION ' STUD TO UPPER STUD L j ;, :' w/11-10d COMMON Z LLJ S2.2 SCALE: 3%8"°�° = 1'-0" _ WIRE - NAILS EA. END LLj n1 _ v 1 (22 TOTAL) (2)2x4 SYP#2 DBL. TOP PLATE j I 1 1/4»x 11 7/8" t TIMBERSTRAND `'' \T'11 GARAGE HEADER, WOOD I JOIST � RIMMBOARD W SEE PLAN SEE PLAN 0 Uj SPLICE 2x6 x6 0", P.T. SYP#2 '' --------- ——————— ---� EXPOSED RAFTER TAIL rrf�. ,r WOOD 1 JOIST M TO EACH ROOF SEE PLAN V) l ' J -.j' r'r RAFTER, SEE DETAIL 2/S2.21 WOOD BRACKET,%� ,fes-' SEE DETAIL 10/S0.1 (SIM.) ..� !l XX ."X.' ' -- Ln r THICKENED SLAB Z EXISTING ROOF AT GARAGE, PER I------- 2x_ P.T. SYP#2 -`? -' RAFTER TO BE 2B/S0.2 Q REMAIN. CONIC. SLAB I I J BLOCKING/CLOSURE FASTEN '`, ° -'r2d COMMON w/ 3-12d TOE NAILS. RIP ..-'` /' WIRE NAILS ___ _ STEM WALL AT DOWN TO REQUIRED DEPTH r ° /`� @ 4" O.C. j -- ———— GARAGE, PER �-�• ' I I I I 6/S0,2 y ff' STAGGERED .• I I ' I I I UPLIFT �---- — -------I j CONNECTOR I DOUBLE TOP PLATE i ; BUILDING SECTIONS L--------------J 3 GARAGE J SCHEMATIC SECTION 52.2 SCALE: 1/2" = 1'-O" DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR F CONTACT THE E.O.R. PLAN NAME HILLIS RESIDENCE DESIGN/DRAWN/CHECKED 2 RAFTER TAIL DETAIL CS JMD LAP S2. SCALE: 3 "—l '-0" DATE ' 02.04.2015 CONTROL NO. 5236 TRUSS ID. N/A LPA NO. HANN-14-00418 SHEET j S2.2 SHEET 120F12 I , I , I ......................... ..................... ......... ... .. .. ... ...... ... ..... Lou PonS tl o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM EXISTING RIDGE `, BOARD,TO BE , `�®,''�� • ♦°' i%REMAIN e�C��S-/�aY•i.O '- RIDGE BOARD, No, 53311 NEW 2x4 SYP#.2 5-12d SEE PLAN e COLLAR TIES TOE NAILS STAT / •♦ OR s° W/6-12d 6 NAILS EA. END s a,•• •I©•o. OF EAA.. RAFTER. j f♦•:• •••: •'... q/,//IrtAtltUttlUtiU,,, EXISTING ROOF :-•:- ,1��. ..... '�/,,�'�® C� .• RAFTER, TO BE REMAIN. ` f` REVISIONS DATE 1Q ARCHITECTURAL `•c ,-' ,`•'�'~. ,`~. COORDINATION 07.22.1 r fir. r•''• •�:.,`` NEW 2x6x10'-0" LONG. 4'`�.' 2x4 SPF #2 STUDS @ 16" O.C. SYP#2 FASTEN TO # ~`' .�' ',.. ALIGNED w/ RAFTERS ABOVE. RAFTER PER PLAN . SPLICE 2x6 x6-0" P.T. SYP#2 �'` EXISTING RAFTER FULL LENGTH TO LONG ' EXPOSED RAFTER TAIL ,, ,f w/2-ROWS OF SPLICE 2x6 x6-0" P.T. SYP#2 RAFTER PER PLAN TO EACH ROOF '` '' °• EXPOSED RAFTER TAIL # OVERFRAMING. 10d' @ 12 O.C. MTS12 UPLIFT RAFTER, SEE DETAIL 2/S2.21 .�`' -'' `�'. TO EACH ROOF VCOLLAR x8 SYP#.2 FIELD ALTERATION CONN. '.... TIES CONTRACTOR SHALL CONTACT LOU RAFTER, SEE DETAIL 2/S2.21 2x4 SPF #2 STUD @ 16" O.C. w/8-12d• NAILS EA. END PONT IGOaASSOCIATES PRIOR TO :' 1`S12 UPLIFT I FLOOR DECK PER 2x4 SYP 2 `�.. `' MAKING ANY STRUCTURAL FIELD # / H2.5T UPLIFT 2x4 SPF 2 STUDS @ 16 O.C. I SPECIFICATIONS. �. �, OF EA. RAFTER. MODIFICATIONS WHICH MAY VARY r---------�''' — I ALIGNED w RAF ERS ABOVE. # FROM THE INTENT OF THE ORIGINAL f CONN. BOTTOM PLATE I - CONN. ALIGNED w/ RAFTERS ABOVE. CONSTRUCTIONHEINTTOFTHEORIGINY FIELD ALTERNATIONS MADE PRIOR TO f ....... .................................................................................... ......... "� . • ................. ....---•• .........---___.__---_--.___--__•.__...__._ BEING APPROVED BY LOU PONTIGO a �: ,/ : I • j +.............. i"'"..•.............-. . - - _.____-_-_ .___-..__ ._---.-. .___._.__-----_: (2)2x4 SYP #2 ASSOCIATES EMANRESULT IN II (2)2x4 SYP #2 NG OR �... r————————--- ADD -� DBL. TOP PLATE DBL. TOP PLATE INSPECTION FEES. NEW 2x8 SYP#2 EAC �^ / UPIIIFT SIDE OF EXISTING JOLT CS16 STRAPS L_ _-COIfINECTOR --- - FASTEN w/2-ROWS F EXISTING LOAD @ 32" O.C. 10d @ 12" O.C. BEARING WALLS I I I 2x4 SYP SEE DETAIL •RAFTERS TO TOP PLT -`�`- I I DIA. BRACES 2x4 SYP #2 2/S2.2 W/ SDWC15600 OR *RAFTERS TO TOP PLT ` VERY IMPORTANT NOTE: W SDWC15600 OR I @ 16" O.C. DIA. BRACES UPLIFT CONNECTOR, H2.5T / @ 16" O.C. SEE PLAN. Q CONTRACTOR TO VERIFY H2.5T I I FLOOR DECK PER • TOP PLT TO STUDS W/ EXISTING CEILING JOIST •TOP PLT TO STUDS W/ SPECIFICATIONS. SDWC15600 OR H2.5T @ ARE FASTENED TO SDWC15600 OR H2.5T @ I I 2x4 S I 2 32" O.C. RAFTERS w/8-10d O.C. 32" I YP 2x4 SYP #2 COMMON II BOTTOM PLATE BOTTOM PLATE L.j., O i STRAP AAT EACH L OWER 1ATTIC HOUSE SCHEMATIC SECTION STUD TO UPPER STUD LLJ W/11-10d COMMON W WIRE NAILS EA. END S2.2 SCALE: 3%8" = 1'-Q" IZ I, (22 TOTAL) w 1 (2)2x4 SYP#2 Q DBL. TOP PLATE 11/4"X117/8» Ln TIMBERSTRAND ) N_ I I \T1- GARAGE HEADER, RIMMBOARD W WOOD I JOIST Q -'� 1 SEE PLAN I SEE PLAN SPLICE 2x6 x6-0" P.T. SYP#2 %` L---------- EXPOSED RAFTER TAIL %` 0� 00J �f r' WOOD I JOIST ( n M TO EACH ROOF SEE PLAN .;f �.'` RAFTER, SEE DETAIL 2/S2.21 WOOD BRACKET,j J� ; ! SEE DETAIL 10/S0.1 (SIM.) Ln THICKENED SLAB EXISTING ROOF AT GARAGE, PER I------- -__-- '� f 2x_ P.T. SYP#2 r' ° ,•fRAFTER TO BE 2B/S0.2 I BLOCKING/CLOSURE FASTEN12d COMMON" REMAIN. CONC. SLAB I I STEM WALL AT w/ 3-12d TOE NAILS. RIP WIRE NAILS _ DOWN TO REQUIRED DEPTH ;•'o, ° ,.�. '` @ 4" O.C. j -- --- ---- j GARAGE, PER �--� �. r • lf,.--` STAGGERED I i 6/SO.2 rte, i i I I I I UPLIFT --- — ------- CONNECTOR I I I DOUBLE ; ; BUILDING TOP PLATE SECTIONS L--------------J 3 GARAGE SCHEMATIC SECTION DO NOT SCALE DIMENSIONS FROM �-2 SCALE: 1/2" = 1'—Q" THESE DRAWINGS.IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME HILLIS RESIDENCE 2 RAFTER TAIL DETAIL DESIGN/DRAWN/CHECKED C s JMD LAP / S2. SCALE: 3/4"=V-0" DATE L 02.04.2015 CONTROL NO. 5236 TRUSS ID. N/A LPA NO. HANN-14-00418 SHEET S2.2 SHEET 1201=12 + r i I .. r. r 1 N FXr-:'3'+,far+.r1,,-W..x.-r ..,: .,�'i y y , HIL IS RESIDENCE ;. f F ?q '14 11 _01 I �' .1 ,.. , �r "� V�Av�„vvv � " � "I", r9:e i <+'a\ 'w., .. - z.,. \\\� .�.,, ..; .":2 . , 1 -, :' V �, ", 11�11, � . � ' ' ' ' "" ", '', , � I � I �, I d, 1 _1 �r � A �` �� , , I A�,,,-n......e-- _ " I _ ,`; , , "��'I'll, " I "I I � "" , ," f>.y 152 rd Street Atlantic Beach :'I"', 11 � ,j ", ""'', " FL1. R, , 1�",,Vlxk',!, , ,,,,," , I!", ,� ,�,� I'll"',I _10111 11 , , , 1\ ,, _ - , I I' ll1. ;,.... ' ' Ill , . I " , I Z11 m s, 11 _ wig, 111 41- t .. \ r, lflm,64+ * E s ikh-an kr=z:iilc 011MMESEEM �san<.E -E 3e ig,a.,,o )t ',206-i$), PORCHES & BALCONIES I MASSING & WALLS PLAN NOTES Mech. Elec. & Plumbing Systems Project information Index Copyright ©zo>3 Starr Sanford .I Design Associates, Inc. All rights reserved. The design concepts, drawings, written material, and Columns specifications of this document are CONCRETE MASONRY UNITS Floor Plan Notes Existing Houses footage the property of Starr Sanford Design Mechanical g g g Associates, Inc. No part of these 1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be#1 Common 1st floor 1,353 sq ft AO.1 Title Sheet & Specifications documents shall be copied, disclosed grade pressure-treated pine or better. All post trim shall be equal to or better 1. All structural information shown is for reference purposes only. Builder shall 1. Do not scale Drawings. Use only diriensions shown on drawings. If dimensions 2nd floor 1,166 sq ft to others, or reproduced in part or are in question, the builder shall be es onsible for obtaining clarification before 1. System shall be designed in accordance with all applicable codes, standards & attic floor 0 s ft whole in any form without the than post material. have a local licensed structural engineer review actual site conditions & design q P 9 q written consent of Starr Sanford 2. Post corners shall be chamfered unless noted otherwise. Begin chamfer 1 post all structural elements such as footings, foundation walls&slabs. continuing with construction. Builde shall verify all dimensions & conditions at requirements of local utility officials. Design engineer shall prepare calculations AI.1 forequipment sizin duct sizing, accessory arrangement, etc., and shall prepare Total existing habitable Site Plan Design Associates, Inc. Do not scale width above porch floor if there is no rail or 1/4 post width above rail unless 2. All masonry shall be laid plumb, true and square w/filled joints. All walls shall be jobsite. g, g. Y 9 P P 9 2,519 sq ft drawings. Use given dimensions only. If not shown, verify the corrects accordingly. final drawing . noted otherwise. End chamfer 1/2 post width below beam if there is no capital or adequately braced until securely tied to the structure. No work shall be done 2. Dimensions shown are to centerline of interior walls or to outside face of stud or masonry on exterior walls unless noted otherwise. 2Furnish all ductwork House sq footage dimensions with Starr Sanford 1st floor 1 1/2 post width below capital unless noted otherwise. Chamfers shall be 3/4"for subject to freezing conditions. All exposed work shall be brush-cleaned to be . , control wiring, piping, fittings, accessories, etc. for A2.1 Existing & DPlan412 sq ft g Demo an Design Associates, Inc. Contractor 3. Builder shall establish finish floor levation in consultation with homeowner. complete installation. 1st floor front porch shall check and verify all dimensions 4x4 posts, 1"for 6x6 posts, and 1-1/4"for 8x8 posts. Begin and end chamfers free of surface mortar. P 289 sq ft �' with a flat taper equal to the depth of the chamfer unless noted otherwise. 3. All masonry work below finish grade shall be filled with grout. This includes all 4. Builder shall take into account design intent, including number of steps, water 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular 2nd floor and conditions of the job site. 1,383 sq ft A2.2 First Level Floor Plan 3. Turned posts may be #1 Common grade pressure-treated pine or better, or may cores, cavities&other spaces. table masonry, etc. Builder shall also assure that there is adequate clearance foam insulation. Insulation shall be of self-sealing type or shall be taped closed 2nd floor porch 120 sq ft w/foil-faced tape. attic floor between finish rade&an wood co structton. P 534 s ft A2.3 Second Level Floor Plan _ I i masonry shall not be disturbed in an manner. An section which has g Y q 4. Newt laid y y . . . be Perma Cast. Y Y 4. Classical columns(round or square)may be redwood, Perma-Cast, or limestone. been disturbed before mortar has set shall be completely removed & re-laid. 5. Locate doors so that door casing ab is wall finish of adjacent wall unless noted 4. Closely coordinate work with all other trades. Maintain ceiling heights & duct Protect masonry work from moisture and temperature changes at the end of otherwise or unless door casing is n rrower than 3 1/2". In this case, install door spaces provided. Total New habitable 3,329 sq ft A2.4 Third Level Floor Plan each day's work. frame with appropriate shim space against liner and stud. Do not omit stud or 5. All valves, dampers & other control devices shall be accessible for operation & Increase from existing 810 sq ft A2.5 Roof Plan 5. Concrete masonry units shall be sound, dry, clean & free from cracks. CMUs liner to get the door closer to the adjacent wall. In cases where a door is shown maintenance through accessible ceilings or through access doors or panels shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running approximately in the center of a wall, locate door in the exact center of the wall. manufactured for such purposes. Beams bond using full & half-blocks unless noted otherwise. Saw-cut blocks if 6. Window rough opening head height shall generally be 8'-2 1/2"above floor slab 6. All units above ceiling shall have auxiliary drain pans installed below entire unit. DESIGN CRITERIA: A3.1 Exterior Elevations Demo ' or deck at the first level & 6-10 1/2" above floor deck at the second level unless Route internal & auxiliary drain lines down to floor drain or utility sink in utility Building Classification: Residential non-modular dimensions are required. A3.2 Exterior Elevations & Details 1. Wood beams shall be#1 Common grade pressure-treated pine or better. 6. CMU bearing walls shall be minimum 8"thick, & shall be reinforced w/truss-type noted otherwise. See plans &exteric r elevations for window alignments, window room or other non-public areas where overflow would be noticed by homeowner. Building Type: Type V Construction reinforcing eve other course. types & muntin patterns. Adjust h ad heights slightly (less than 1 3/8") as 7. Provide fresh air duct to each air-handling unit as per applicable codes. Fresh air A3.3 Exterior Elevations & Details 2. Beams supporting masonry shall be limestone or reinforced concrete. g �' 3. Metal beams shall be hot-dipped galvanized steel. 7. Reinforce CMUs vertically by filling cores from footing to top of wall w/grout& 1 required to course with masonry v neer, if any. Provide filler strip between duct shall extend from intake blower at exterior to return air side of ductwork. #5 bar 48" OC. Reinforce CMUs corners b fillip all such cores from footing window and masonry sill if require to allow the masonry sill to course with 8. Provide pressure regulators for all gas equipment as required for proper Unless otherwise noted, project site considerations shall be the responsibility of the owner @ Y g g operation. Verify as pressure at meter to determine necessity of regulators. and/or contractor. Examples of such items include, but shall not be limited to, A4.1 Dormer Sections & Details w to top of wall w/grout& 1 #5 bar. Reinforce CMUs within 16" of beam or girder surrounding brickwork. In no case should brick be cut to either course with the P fY g P Y 9 p bearing or other concentrated loads by filling all such cores from footing to top of head or the sill of a window or door. 9. Coordinate with electrician concerning items requiring electrical service such as determination of grade elevations, drainage features, and special requirements associated 7. Window sizes indicated on plans are generic sash sizes. condensing units, air-handling units, condensate pumps, motorized dampers, with FEMA flood hazard and/or DEP zones. wall wlgrout & 1 #5 bar each core. Reinforce 1 CMU core under each end of P 9 A9.1 Wall Sections & Details 8. Refer to Tans & exterior elevations for window types. Coordinate operability of etc. Coordinate service&ampacity required. bond beams by filling all such cores from footing to top of wall w/grout& 1 #5 bar P YP P Y The contractor is responsible for the means and methods of construction. It is the each core. Reinforce all openings in CMU walls larger than 12" in any direction windows&direction of swing of case ents w/homeowner. 10. The Builder shall test pressure-reducing valves, T&P relief valves&other safety contractor's sole responsibility to determine the procedure, sequence, and temporary A9.2 Dormer Details �-4 ATTACHMENTS & S ITEWO R K w/2#5 bars at all sides of the opening. Extend bars 24" past corners of opening. 9. Walls, ceilings&floors of ancillary s aces such as closets & storage areas shall devices prior to the operation of system. The Builder shall test and balance all bracing as to insure the safety of the building and its component parts during construction. r Reinforcing bars shall be ASTM A-615 Grade 60. Extend hook bars of same size match the rooms they serve unless n Dted otherwise. systems prior to completion of the work. ;;;�10. Coordinate location of utilit meters on site to be awa from ublic view and to The contractor shall verify all conditions and dimensions at the job site prior to S2.1 Founclation & First Level Framing Plan as vertical reinforcing into footing & lap vertical reinforcing 24" minimum. Install Y Y P commencing work. Fireplaces & Chimneys bond beam course w/1 #5 continuous @ top of all CMU retaining walls & above minimize visual impact from any are@ of the site. Hold meters as low as possible Plumbing I52.2 Second Level Framing Plan 61� all door&window openings. to allow more effective screening. The contractor'shall supply, locate, and build into the work all inserts, anchors, angles, 52.3 Third Level Framing Plan 8. Consult local licensed structural engineer if CMU walls will be required to act as 11. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 2' plates, openings, sleeves, hangers, slab depressions, or other components as may be l 1. Fireplaces shall be constructed with Isokern system or equal. of plate except 1/4 cup per 2'of plat C in walls adjacent to kitchen, bath or other 1. System shall be designed in accordance with all applicable codes, standards & required to attach and accommodate other work. w V 2. Flues shall be clay file or Isokern DM flue system except that triple-wall metal retaining walls Backfill after first floor is set. 9. Mortar shall be fresh) prepared and uniform) mixed in the ratio b volume of 1 wet or food storage areas. Boric cid shall be installed immediately before requirements of local utility officials. Design engineer shall prepare calculations "` -` . E2.1 First Level Electrical Plan Y P P Y Y It is the owner'sracid/or contractors responsibility to obtain a soils exploration report. The flues may be used only with European Copper chimney pots(see below.) installation of insulation in insulate walls or immediate) before installation of for pipe& equipment ment sizin accessory arrangement,ement, etc., and shall re are finalct - p p putty, p design of the project sfructure'assumes an allowable soil bearing capacity of 2000 psf. E2.2 Second Level Electrical Plan 3. Chimneys shall be brick or stucco on 4" minimum mason art cement, 1 art lime utt 6 arts sand &shall conform to ASTM 270 and to Y PiP q P g. rY 9 prepare �I l y ry. BIA Designation M1-72. Lime putty may be omitted if plastic type cement is wall finish in uninsulated walls. Walls with exposed cavities do not need to be drawings accordingly. The Engineer shall be notified if soil `conditions encountered differ from the noted V� 4. Chimney pots for clay file or 13okern DM flues shall be traditional clay chimney ~' used.All mortar joints shall be completely filled as the masonry units are laid. treated with boric acid. 2. Furnish all piping, fittings, accessories, etc. for complete installation. assumptions. All requirements for site preparation and soil compaction specified,-in the E2.3 Third Level Electrical Plan pots equal to Superior Clay. Chimney pots for metal flues shall be equal to 12. Prefabricated fireplaces and flues hall be UL approved and installed as per 3. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam soils report shall be followed unless more stringent req irements are specified in these 10. Grout shall be freshly mixed of fluid consistency and uniformly mixed in the ratio P PP p PP Y P P European Copper metal chimh0Y pots by Jack Arnold. manufacturer's specifications and accepted construction practice. It is the insulation. Insulation shall be of self-sealing type or shall be taped closed Plans. by volume of 1 part cement, 3 parts sand & 2 parts pea gravel. Fill cells of P P masonry in vertical reinforcing in lifts not to exceed 48". Grout shall conform to builder's responsibility to assure that all applicable codes regarding fire w/foil-faced tape. . se ail tion, use of materials & oth r fireplace criteria are met or exceeded. 4. Cleanouts shall extend to surfaces or shall be provided w/access doors or � 0 I� SEALANT ASTM Designation C-476 ` . P P P - 11. Verify masonry wall reinfor ement& turn up equal quantity& sizes of rebar out 13. Build�r shall coordinate flue hei ht to match chimney height shown on similar devices. Cap all pipe to be left open overnight & protect pipe during , elevat ons. If sum board is used install moisture-resistant sum board in installation from dirt, gravel & other debris which might cause blockages or flow V L of footing at locations`for-wall reinforcement so that reinforcement is continuous � 9YP gYP 'Ii �,, 1. Use materials appropriate to the application for maximum life and optimum from wall into footing. restrogms&other rooms where Ovate is present. restrictions. appearance. All joints should be sound, clean, dry & free of contaminants. 12. Provide 3/4"x 12"anchor bolts at all reinforced CMU cores as noted above, or if 14. Builder shall coordinate all shelving storage requirements with homeowner. 5. Center all fixtures in space allocated unless noted otherwise. , .. . Caulking or sealant should be applied in accordance with spec data sheets and foundation is concrete prov'de anchor bolts 48" OC maximum &at all corners & 15. Center plumbing fixtures in space p vided unless noted otherwise. Provide not 6. Lead solder is not allowed on this job. v r �� Y less than the following clearances fro finish wall to fixture on either side: 7. Close) coordinate work with all other trades. Maintain ceilin hei hts & i e ' manufacturer's specific recommendations. Colors shall be selected b edges of openings for connestio❑of framing to concrete or masonry work. 9 Y g g P P homeowner from manufacturer's standard colors. Caulking or sealant shall be Lavatory: 15".Toilet: 18". spaces provided. I a installed so that finish surface is smooth, even &regular. ^ _ 8. All valves, cleanouts & control devices shall be accessible for operation & 2. Caulking shall be installed at interior dry joints between dissimilar materials as Wall Framing CEILINGS & ATTICS , 1` `" General COnditlonS P � . required. Electrical lap Notes maintenance through access doors or panels manufactured for such purposes. ,,, 9. Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as 1. These Plans are the e ro ert of STARR SANFORD D 3. Sealant shall be installed at exterior or damp interior joints between dissimilar O DESIGN materials as required. Primo all substrates w/primer as recommended by 1 All structural member's shall be sized to carry all imposed loads by a structural required by applicable codes for proper maintenance. , _,; p p y 10. Measure wall thickness before ordering exterior hydrants. Ceiling & Roof Framing - ' ASSOCIATES, INC. These Plans are protected by Federal ^1 r. W q D n scale Drawings. Use only dimensions9 Y g ' 1 0 of e shown on drawings. If dimensions ... ifi i. �s �erlgftLe_er�Q ot_er individFual acceptable to state&local authorities. g Yg P� PPY 11. Coordinate placement subcontractor. { ''" Copyright Laws. Any use of the information contained herein manufacturer of sealant. Apply sealant from the bottom u A I sealant when are in question, the electrician shall be responsible for obtaining clarification P 9 ;_I 2. Wall framing &blocking shall be white pine, spruce, or fir, stud grade or better. q P 9 beyond the use authorized b STARR SANFORD DESIGN Joint is approximately half-way between design extremes. Use flexible open-cell ' o before continuin with constructi n. Builder shall verif all dimensions & All pressure piping located in inaccessible areas such as under slabs shall be 1. All structural members shall be sized to carr all imposed loads b str ctural y y polyurethane foam backer rods at all butt joints to create a sealant joint no "400 3. All framing & blocking lumber shall be"kiln dried to a moisture content of 19/0 or 9 Y Y P . -";A ASSOCIATES r an duplication, publication, Sale orCf� thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or thicker r� better. conditions at jobsite. continuous copper tubing without joints. engineer or other individual acceptable to state &I authorities: -_ INC.,' y p ' p ' 12. AII ressure i in located in inaccessible areas such as under slabs shall be distribution Of any part of these Plans without the prior written V ) 1 4. All wood in contact w/concrete, earth, masonry, or in a moist location shall be 2. Drawings are diagrammatic only. F rnish all conduit, wiring, panels, breakers, P P P 9 2. Ceiling &roof framing & blocking shall b ©southern yellow pine consent Of STARR SANFORD DESIGN ASSOCIATES INC. V 1 than 3/8". Lap joint depth shall be no greater than 1/2 the width of the joint. disconnects, accessories, etc. for complete installation whether or not eve item continuous copper tubing without joints. 3. All framing & blocking lumbe Ibe kiln-dried to a moisture content of 19% or ' pressure-preservative-treated with awater-borne preservative applied by P every• 9 g � represents a violation of Federal Laws subject to the prescribed is shown or specified. , 13. Coordinate with electrician concerning items requiring electrical service such as better vacuum process in closed cylinder&shall be kiln-dried after treating. P penalties. 3. These drawings are intended as general guidelines for purposes of establishing water coolers, sensor flush valves & water heaters. Coordinate service & 4 ''.1,-All Wb' d n contact w/concrete, earth, masonr or in a moist location shall be 5. Wood blocking shall be solid & shall match the depth of the primary framing g g g P P 9f4, �b Y' -1 2.. All work is to be in accordance with the latest codes. CC '' certain minimum criteria, & do not necessarily represent the final layout, ampacity required. with a water-borne preservative applied b I_I members. Provide blocking in wall to secure mounted millwork shelves, fixtures, Y P Y pressure-preservative-treated P PP Y Local Ordinances: Atlantic Beach, Duval County, FI ^/� mirrors toilet accessories&other items requiring a permanent attachment to the arrangement, size, brand name, capacity or other characteristic of the 14. Provide expansion valves & pressure relief valves & drain lines from water vacuum process in closed cylinder&shall be kiln-dried after treating. C .J CABINETS & FURNITURE q g p Building Code: 2010 Florida Building Code Residential en ineered s stem. S stem shall be desi ned in accordance with all applicable heaters. Route drain lines down to floor drain or utility sink in utility room or other 5. Wood blocking shall be solid & shall match the depth of the rimar ramin wall. g y y g pp - g P P y f g Electrical Code: 2008 National Electrical Code ^, 6. Interior walls shall be 2x4 studs 3 1/2"thick &exterior walls shall be 2x6 studs codes, standards & requirements f local utility officials. Deviations from the non-public areas where overflow would be noticed by homeowner. Do NOT members. I V ( ) 1 3. It is the builders responsibility to assure that all manufactured concepts shown on these Drawings hould be supported b design calculations. locate pressure relief line terminations above any location such as sidewalks 6. Roof trusses shall be desi ped, fabricated & erected in accordance w/the (51/2"thick) unless noted otherwise. Exterior walls of garages&other unheated P g PP Y 9 g articles, material, and equipment are applied, Installed, Millwork areas shall be 2x4 studs unless noted otherwise. Design engineer shall prepare cal ulations for loading & equipment sizing, where people might be standing in the event of activation of the valve. If line is "Design Specification for Light Metal Plate Connection Roof Trusses�of the run to exterior, extend line concealed in walls to within 18" of finish rade & connected, erected, used, cleaned, adjusted, operated and 7. Headers shall be sized b structural engineer to meet all local live &dead load accessory arrangement, etc., and sh II prepare final drawings accordingly. g Truss Plate Institute. Truss manufacturer shall provide engineering design & r__� Y 9� conditioned as directed by the manufacturers, unless herein 4. Install GFCI outlets as required b applicable codes. These areas include ` terminate with 90' elbow pointed down. shop drawings which bear the seal of a registered engineer in the state.in which requirements. Install minimum 2x4 liner under each end of all headers. Install q PP p g g g S specified t0 the contrary. Builder shall follow all instructions to 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions 2x6 over to late of wall in walls parallel to framing above for sheetrock receptacles in a bathroom, kitchenette, or other area where running water is 15. Provide pressure reducing valve as required for proper operation of the system. work is to be performed. Shop drawings shall indicate the species, sizes & are in question, the builder shall be responsible for obtaining clarification before p P P g sustain and preserve all expressed or implied warranties and resent or areas exposed to the weal her. Verify water pressure at meter to determine necessity of reducing valve. stress grades of lumber, metal connector Istte sizes & types & bearing & blocking. Install minimum 3 studs @ beam bearing points unless noted P P g p yp g guarantees, continuing with construction. Builder shall verify all dimensions & conditions at 5. Install hardwired smoke detectors with battery backup on all floors. Interconnect 16. Seal to wall, floor or countertop around all fixtures with tub & tile sealant to anchorage details. Truss manufacturer shall submit supporting otherwise. 4. It is the builders responsibility to check all plan dimensions & jobsite. detectors so that all will sound sho Id one detector activate. Verify number of match color of fixture unless noted otherwise. documents which indicate loading, section modulus, assumed allowable stress, 8. Exterior Wall sheathing shall be 1/2"CDX plywood sheathing. Y g' 1details for overall accuracy appropriate to the site & final 2. Field-verify all dimensions before beginning millwork fabrication. Verify all 9 Exterior Wall sheathingshall be wrapped in T vek Housewra ore equal. Install smoke detectors required & locati ns w/homeowner & code requirements. 17. Install shower heads 80' OC AFF @ wall penetration unless directed otherwise stress diagrams, calculations &any other required supporting information, which kitchen equipment sizes w/homeowner before ordering cabinets. pp Y P q - selection of masonry, floor joists, lumber, structural members, g Detectors shall be installed in all s ee in areas just outside bedrooms as a by homeowner. is for file purposes only as the Architect shall not be responsible for checking 3. All cabinet dimensions shown on floor plans or elevations are to primary surface as per manufacturer's recommendations, making sure to achieve an airtight seal P 9 1 P P Y P g veneer, roofing, etc. Names Of materials & manufacturers at the edges of the wrap&at all interior joints. minimum. calculations. of cabinet. Countertops typically overhang these dimensions & kickspaces g P 1 shown on these Plans do not represent any endorsement or 6. Some equipment shown on other pl ns may require electrical service, such,as 7. Any hip or valley rafter over 28'long shall be Laminated Veneer Lumber. -., recommendation b SANFORD DESIGN ASSOCIATES INC. Bath Accessories v , underhang them, 7 water heaters, condensing units, air-handling units, condensate pumps, etc. 8. Roof sheathing shall be 5/8" Exposure 1 tongue & groove plywood glued w/ 5. Final selections of materials to be used are the responsibility of 4. Provide pre-finished closures, trim or moldings as required to fit walls or furrings. Finishes Electrician shall include electrical se vice to all such equipment. Coordinate with waterproof construction adhesive&screwed or nailed 12"OC to framing.:; the homeowner and/or builder, including, but not limited to 5. Builder shall provide adequate wood blocking in walls to secure millwork, other trades concerning items requii ing electrical service. Coordinate service 8 1. Bath accessories are generally not shown anywhere on plans, but should be 9. Hold roof deck panels apart as recommended by decking manufacturer. proper installation of materials, nailing, gluing, caulking, shelves, fixtures, mirrors, grab bars&toilet accessories as required to walls. ampacity required. Provide one dup ex outlet& one light if unit is in non-lit area installed as noted below. Homeowner shall select accessories. 10. Hold roof deck panels away from items penetrating roof deck as recommended 1. Wallboard & ceiling board shall be screw-attached 5/8"fire-rated gypsum board insulating, flashing, roofing, weatherproofing & many other 6. See Finish Schedule for wall, base,floor&other finishes. for every condensing unit & every air-handling unit as required by applicable 2. Install toilet paper holder 24" OC AFF & minimum 36" OC from wall behind toilet by roof deck manufacturer to allow for expansion &contraction of roof deck. conforming to ASTM c36-64. Use of this material in lieu of standard 1/2"gypsum Small items & details not necessarily indicated On the Plans 7. All materials shall be moisture-resistant in countertops w/sinks, lavatories or board will result in a stiffer, straighter, smoother wall at slightly elevated cost. All codes. Outlet shall be weatherproof FCI if unit is exposed to weather. (1 per toilet). Hip rafters, ridge boards, &valley rafters shall be one size larger than rafters. other plumbing. Plywood to be covered w/plastic laminate shall be cabinet-grade over which SANFORD DESIGN ASSOCIATES, INC. has n0 7. Obtain name plate rating of all equipment before roughing in & provide wiring of 3. Install 18" towel bar in tub on wall opposite shower @ 60" OC AFF (1 per 11. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where ceiling AA fir plywood. All total) concealed wood framing shall be#2 southern yellow details used in these drawings are based on 5/8"gypsum board. control or responsibility. P Y Y g Y proper size, voltage & ampacity. Provide fused or non-fused disconnect switch bathtub). joists run perpendicular to rafters. 6. These plans provide ideas & concepts & are not intended to be 2. Wallboard @tile shall be equal to Georgia-Pacific Dens-Shield file backer board. pine. as required. 4. Install 24"towel bar outside tub or shower @ 48" OC AFF (1 per tub or shower). - 8. Sections and details shown may not cover all cabinet conditions, but are 3. Wallboard @damp areas shall be equal to screw attached 5/8" moisture Complete in all respects & details Of weatherproofing. Use of a gypsum board @all areas exposed to high humidity levels such as 8. Provide panelboards of proper voltage& ampacity for all electrical circuits. More 5. Install soap dish @ 36"OC AFF (1 per lavatory). resistant intended instead to indicate the general design and character of the cabinets. In than one panel may be required du to number of circuits required. Provide a Lighting potential variety of window or door brands & types & Use of cases where no detail is shown, use most similar condition detailed and modify bathrooms. 4. sheetrock accessories shall be equal to USG. All exposed corners and gypsum minimum of 8 spare circuits. different materials & thicknesses Can change details. for cabinet elevation shown. Additionally, varying codes & regulations, foundation Construe-Lion Set 9. Verify service requirements with local power company including transformer 1. Li ht fixtures shall be located as close as possible to locations shown on this board edges shall have appropriate metal accessories. Sheetrock joint treatment Auxiliary Systems g P requirements & electrical & mechanical 1plans can also change locations & types, disconnects at xterior of building, voltages, ampacities & y y Ian. Fixtures shall align with or center on each other or with adjacent materials shall conform to ASTM c476-64. Tape all joints&apply 3 coats of joint p 9 j cent details. other details of electrical constru tion. Size all feeders according to NEC architectural elements. Coordinate locations of light fixtures with HVAC grilles compound. Sand between coats and after the final finish coat. 9 g 7. It is the builder's responsibility to assure that all work is in Project #: requirements. 1 No alarm systems are shown. Verify alarm requirements with homeowner & so that they align with or are at least symmetrical with each other where there Tile showers shall be constructed to at least the following minimum standard: Strict accordance with the latest edition of all applicable 10. Run all cable concealed in walls, ceil ngs or floors unless noted otherwise. - install as required. may be conflicts. Grilles & registers shall be blocked as required so that the 5. Wall file shall be installed over Georgia-Pacific Dens-Shield file backer board or Y 9 q Y National, State, and Local Building Codes. It is the builders 14001 11. Support all fixtures&other items rigi ly from structure of building. 2. Telephone outlets may not be shown. Verify telephone requirements with align with light fixtures. Light fixture & switch locations shall be reviewed & equal and shall be installed to an elevation of 72" or higher as required to g g g responsibility to assure that all work is in strict accordance 12. GFCI receptacles may be laid out o that one GFCI receptacle protects other homeowner& install as required. Consider home-running all telephone cable approved by Owner or Interior Designer before installation of sheetrock or other Date: produce full (uncut) file throughout the height of the wall. The floor shall be with the latest edition Of all applicable Construction Standards. standard receptacles beyond it if the'e is at least one GFCI receptacle in a room (8-wire cable suggested)to a single telephone backboard located as directed by wall&ceiling finishes. 8. Names of materials & manufacturers shown on these Plans do 3/2/15 prepared by grouting to slope to drain over a waterproof membrane. Floor file and if they can all be on the same ci uit. homeowner as this will allow for much greater future telephone system flexibility, 2. Center items shown in ceiling areas unless noted otherwise. shall be laid diagonally. Small bullnose trim shall be used at all edges. Cove trim not represent any endorsement or recommendation by shall be used at all interior corners. 13. Insulate&seal solidly behind receptE cies in exterior walls. including modem&telephone system capabilities. 3. Coffer dimensions are shown to face of framing unless noted otherwise. SANFORD DESIGN ASSOCIATES, INC. Final selections Of Revised: 6. Remove all rust, grease & erection marks from surfaces to be painted. Fill and 14. Kitchen equipment service may not e shown on plan. Verify whether equipment 3. ' Computer outlets may not be shown. Verify computer network requirements with 4. Switches shall be located adjacent to but not intersecting door casing or trim. materials to be used are the responsibilityOf the homeowner should be hardwired or requires an cutlet&connect as required. Provide circuits -.r ,•• sand all woodwork with an appropriate filler before beginning work. Filler coats q q homeowner& install as required. Consider installing all computer wiring in 3/4" Verify trim size & selection for each room. Grouped switches shll be ganged and/or builder, Including, but not limited to proper installation a��N'A sized as required for load. `conduit for future upgrade purposes and homerun to a network backboard tight together& shall be covered with a single p p J ; , - ,,"`�''Y, >r" shall be applied after the priming coats are dry on surfaces scheduled for 9 g g plate designed for that purpose. of materials, pa)))ng, gluing, Caulking, insulating, flashing, t Zinstalled as directed by the homeowner. Also consider installing CAT-5 cable if Switches shall typically be mounted 48"AFF to center of switch. r painting or enameling. Filler shall be tinted to match woodwork on all stained or YP Y roofing, weatherproofing & many other small Items & details 1r L� P # I r the house is being constructed on a speculative basis since this is the most 5. Su ort all fixtures ri idl from structure ofbuildin not necessarily indicated on the Plans Over which has no F11 9-0 E ; natural-finish surfaces. All knots, pitch pockets&sap streaks shall be shellacked pP 9 Y g. common network cable currently in use. 6. Verify device& late colors with Owner or Interior Designer.before paint is applied. All finished surfaces shall be left smooth, even & free Y P 9 Control or responsibility. SANFORD DESIGN ASSOCIATES, :. .0 :i from defects. Brushwork shall show even coatings free from brushrnarks. Do not ' 4. Cable TV outlets may not be shown. Verify cable TV requirements with 7. Consult Owner& add exterior security lighting if required. Verify lighting type & INC. not be held liable for any errors, omissions, or roll-applyan paint on trimwork or other wood. Trim shall be brush-applied only. homeowner& install as required. switching. any PP Y deficiencies in any form by any party whatsoever for these Sheet No paint shall be applied to wet or damp surfaces or until undercoat is dry. 'al 8. Consult Owner & add landscaping lighting if required. Verify lighting type & various details. Coverage shall be complete so that no primer or substrate may be seen through Interior Dampproofing switching. Connect all exterior lighting to photocell control relays with timeclock the finish coat(s). override for time-controllable illumination during darkness. 9. All fluorescent lamps shall be warm white deluxe. 1. Vapor barrier shall be installed under new wood flooring on existing slab & shall 10. All light bulbs shall be compact fluorescent bulbs. Ao . 1 be lapped 6"minimum at all joints. _ __ - - i _ _ 1______1__1____._ THIRD (3RD) STREET 40' RIGHT OF WAY PAVED PUBLIC ROAD 11 -11 LOT 6 BLOCK 28 SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5i Site Plan Notes v m: PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA. COUNTY, I. This drawing is based on a boundary & topographic survey made by \ y e Boatwright Land Surveyors INC. of Jacksonville Beach March 6th 20r ,v l ' - h --' . h 2. See site u rvey for existing conditions riot shown on this plan. 4 \ { { { { { . `_ existingconcrete wall 3. Contractor shall establish finish floor elevation. \ " '. , �. } } . } } Building layout dimensions are shown to outside face of foundation wall. " ,�, ' See Floor Plans for clarification. .. { { . . ' l•existing•drive., r•{ . ,v r { . ., -- exisfmg drivewa'{ h n 4 Parking dimensions are shown to front of curb unless noted otherwise. I I" : to.be-regwyed v .' ' ' .' ,' "• .' • �o remairy • .• 29'3" t/ to existing house _� , . • - • • • • ' • • • ' • ' • ' • otherwise. �r FFFOUND 1/2" IRON ' n ' , n , ' '• { ' •, SET 1/2" IRON 5 Work shown is new unless specifically noted as existing. ;r • • • ' • Y .1 (131.20' PLAT) (131.21' FIELD)) 131.27' (ACTUAL) silt fence around construction site PIPE, LB3672 6. The General Contractor shall verify all property lines, easements, " '� 11 PIPE, NO CAP silt fence around construction site dimensions & setback requirements w/the appropriate department of the lduwi, (�mn Lhetxn • Yrsiy ii. v ,, .: _ City of Atlantic Beach. - I Portable- - - ----, ;, I :, _ 7 Construction materials, equipment&procedures shall be in general accord _ _ _ - - - Restroom } -r 9- _ a . x v "' with the Florida De Department of Trans Transportation "Standard Specifications -- u __ b —I ____—— _ _ _ _— _ _ _ —— _ _ — ———— —— I —— for Highway Constrructions", latest dition, as modified y technical ' �� "�" F ——— �` - - - - - - s ecifications. \\\ 'I ID v 6u,�anowau •v . ,: . ° , Q I " , I ( l `. ' p Copyright ©201 Starr Sanford %1F } 6„w d ��}F -_ =°Parkin�f; _#_� Y 8. All driveways shall extend entirely to public streets to which they connect, 3 , sAaa'wa, Q Design Associates, Inc. All rights _ J { { { whether shown or not shown. •# reserved. The design concepts, O °�/ ". O Transition smoothl from new as halt to existing as halt in a manner that • : V x j •r . ti - y P drawings, written material, and �: v g ;p halt I.. } o", �I� } } .f . } } will facilitate the smooth flow of water without puddling or ponding. specifications of this document are i`{ , . ' . {' . , o ,{'a r { . : m� .0�_l l• _{ 18' ,{' . : r,{' . . .0 . the property of Starr Sanford Design U . • . ^ `� `b � �� • ". , � . • • . . •� U Associates, Inc. No part of these ,J '�• \` o} � ' } r �P r• } ' ' Y• ' ' J Existing Lot Area Calculations documents shall be copied, disclosed Pys1, {. {. . to others, or reproduced in part or Q { v A wa �' whole in any form without the P `� \ T existing structure ;,a C: I '•.,Lam' a ' to be removed a•r • �' #.r written consent of Starr Sanford Q_ L) c 1 } • . o; , } o- o- o- . } + Lot 6,553 sq ft Design Associates, Inc. Do not scale ° "'e roaP 4 11 3 W drawings. Use given dimensions only. �' ; I• J'r .{ -J 6P"'xa "w� �� Existing Impervious Roofed Structures Footprint I 18 s ft 26.22% Q i '' I 11 '0 { { 0 • `' ® g p P 7 q If not shown, verify the correct 0 i' "Iry. } } ; , ; \y Y•r } } } } " ' " ' +' '. Existing Impervious(concrete,pavement) 1,789 sq ft 27.30 % dimensions with Starr Sanford W W g �` \' � � _ • •existing•wood fence to berembved. s• z W Design Associates, Inc. Contractor 1• `•, =� { _- ----,- --h--l p UJ Existing Total coverage 3 507 sq ft 53.52% shall check and verify all dimensions I > r- 1 ;{ { .' r. I:. { . r. . r. h "� _ - - - - -.- I a= - - - - - _ = -- + , > QL i v I n '. '. •� - • h, •, e w > Q and conditions of the lob site. M 1 } . I _ H O ' �• 1 l7 '. ^ �J.� Ivo apowau aW4wM� •'1+1 L y ' Q • u { existing carport {a rr {{ 6,qj xa { .{ r� , io 0 ', M1.I^ � to be removed . _r o 6°";'xaanowa' , Q existing wood deck Q p co >� ,+++ to be removed = New Lot Area Calculations Z — ` . . I pool '11 1 aline a ij Ln (� Q { to be removed •{ Sufi , \ `• . ^ ^ I + ' _ _ Q I v�' �, — 1. - — _— — __ —— — )I �� \ ,F: .� o W Lot 6,553 sq ft I I Z3 Q) I ,' I ` �• r--r r ,- ''' } ' ,o New Impervious Roofed Structures Footprint I,70I sq ft 25. 6 % U 1 ' > ' I { { `� I P.ae,d P' ul Pwe,d,u q of , Paae,opu mq 4 Panel" 4 0] \\ 1 • , r. •r • n F W { { { O O o E I ^ - , ---, \�a'I exrstin`g concrete O New Impervious(concrete,pavement) uL25 sq ft L7% tb•be remb✓ed 0)T , " ; w o fiPu:,xa ana � . . } } _ } • . } New Impervious(open cell avers O%) I 20 S ft* O%= IO S ft I0.8 % c )1' . . 1 �___ P P P ,5 4 q 5 7 q 3 1 , �Q I i { � � I xisting wood deck I L___J L___J '. { •l •• :. :. { •J, h _ o •I r•• . . • '1 to be removed I existing AC pads . • . . •'+ New Impervious Paving Total 82L25 sq ft 12.53 % v .1 to be removed / � } ' ', '• • } } } New Total coverage 2 522.25 sq ft 38-49 % V Y 1' I' •}• �— exi ing concrete 1 I { # g r H v i { be r.'. - __ I r. , r. , r. 'j4 . /j H O I 3 v K { • r { • r. . • 1 g'xisting'tt ick.'" { r. { . I L I , ° v 1 .I ,to be••reinoved•I J`^'— — parking o — T �:T: T ------ --�•— , V Existing House sq footage I I •�$ , (, . . } }T, . T I . I } existing concrete } — } .' 1st floor 1 , N ,{ I �. { r• { {• ry <• ' I' ,. .'• 'to be removed-,J { r •- �o, h 1,353 sq ft II I• i _ • - - - - - - - - - - - - - - 1' - -• •4--- = - - ".L? SET 1/2" IRON 2nd floor 1,166 sq ft �_; 1 ' I I'' '. } '. } '. } .1 ST i `r :"v } •'y ". • .: . PIPE, LB3672 attic floor 0 sq ft r— o - - - - - - - - 9 - = - - , W 1 I silt fence around construction site L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I I °" I'°., I silt fence around construction site 130.56' ACTUAL 130.50' PLAT 130.77' FIELD existin wood deck ) ) ( Total existing habitable 2,519 sq ft PIPE, L 104 IRON I LOT 5 ® " House sq footage PIPE, LB1048 to be removed L - - - - - - FOUND X i� CUT (3.0' S'ly) - - _ _ _ _ _ _ _ _ J istfloor 1,412 sq ft I. 1st floor front porch 289 sq ft 2nd floor 1,383 sq ft 2nd floor porch 120 sq ft ct attic floor 534 sq ft a , : - B/A 1 . 1 1/8"-1 ' - Total New habitable 3,329 sq ft EXISTING SITE PLAN Increase from existing 810 sq ft ;; • rl �- .��=. _ V L . N" � :>,� N ct -. DESIGN CRITERIA: I�� r Building Classification: Residential —� Building Type: Type V Construction ,. Y p I' 11 Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, ��. ,=,. , .' determination of grade elevations, drainage features, and special requirements associated ^l THIRD (3RD) STREET 3 with FEMA flood hazard and/or DEP zones. W 40' RIGHT OF WAY PAVED PUBLIC ROAD The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary �, LOT 6, BLOCK 28 SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 51 bracing as to insure the safety of the building and its component parts during construction Ycl� .� . 11PAGE 69 OF THE URRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA. all vera all condition 1, The contractor'sh verify sand dimensions at the job site prior to .{ , ' { • ' .{ . ' .{ . ' . • •{ . ' ,{ . commendwork. r. :. r. .. ,. , t. �n v • } • } - The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be ' { { ' r, existing driver• { .' •� •$E 4 required to attach and accommodate other work. M . . , tp remain., .' s q �� t. ' J } 29.'3'.+/ to existing house It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The { • ' { { SET 1/2" IRON FOUND 1/2" IRON � design of the project structure assumes an allowable soil bearing capacity of 2000 psf. /�1 •• (131.20' PLAT) (131.21 FIEL ) 131.27' (ACTUAL) PIPE, LB3672 V V PIPE, NO CAP The Engineer shall be notified if soil conditions encountered differ from the noted „ , .,` „ „ , ,r ;� assumptions All requirements for site preparation and soil compaction specified in the 11 „ . . > , > _ soils report shall be followed. ., .< ,', , _ p d unless more stringent r irements are specified m these „ „ _ q p } } } pans. �, - � � Irequirements s e 11 "I. - o - o� o „ ,,,x ' — ill --= -- --- r--�--- — -- /, r �\ ,i , h1 i i a 0 a ! i h, v > / L 4 a' , „ > — 1 / I d <l, z .. .,,. .,, I I Q fl .<\� I Y r< , ;I- y' a' ® //",: 11 O ✓' > )< I 1, \. ,•' .• �/ z° �11 /, r — —— T T• s y r ' k J , a,, K.. ,a ; r r yw jI „ _ . \, n n n U 15 0 [ ., H HI'l „. ” --. - r ,. , C „ .,, .> >.✓ Jv -. s ,. I I 11 .. .�..,. 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E. .- .,, ,. ..-„ „ r O : „ „ .. „ I'llRevised: — _--,— -- - — —^ ^ � � —, - —TT --- -- — — 11 1,I 11 11 �t f ' 'L OT :6 SET 1/2” IRON N " " PIPE L B3672 FOUND 1/2" IRON 130.56' (ACTUAL) (130.50' PLAT) (130.77' FIELD) PIPE, LB1048 LOT 5 (g) FOUND "X" CUT (3.0' S'ly) r= Sheet I ", ALL A/A 1 . 1 _S!; 1/8"=1 ' SITE PLAN ,11 { aElawi.,- Cw 11,1rrtru � move existing overhang .s:aadie t rsit;;n Uan ca ?tiCi-1U'i7 � I \\ �indows windows windows windows Copyright ©zoz3 Starr Sanford to bo replaced �o be replaced to be replaced to be replaced Design Associates, Inc. All rights J_ —_— reserved. The design concepts, ———— ___ ---� --- _— F-1 I drawings, written material, and ———— L— --- --- 1� — — specifications of this document are \ the property of Starr Sanford Design \ Associates, Inc. No part of these \ I I IF documents shall be copied, disclosed \ I remove eAsting to others, or reproduced in part or wall&d' or whole in any form without the — — �FFI� � _ written consent of Starr Sanford _ _ - � Design Associates, Inc. not scale I I drawings.Use given dimensions only. If not shown, verify the correct 11 I I dimensions with Starr Sanford remove existing Design Associates Inc. Contractor plumbing remove existing doors J( v shall check and verify all dimensions g m and conditions of the job site. __J A I F �_� I I �IIremove existing Nimney wall&door attic remove existing structure remove existing structure r IILL H IF rerr}idGe&e��ti, I� �a acv F_I III II II I y° v o FI� a� remove existing I I II III U plumbing I Fe:- I I I � �r- �� a �� I x. I I I remove existing 1 door AA o ` wall to remain, windows to be ___ _ _ replaced, see current floor plan 7---- __—i —— _i ———�—— . \ windows windows windows windows LL. to be replaced to be replaced ': to be replaced to be replaced ar 't V L e B/A2. 1 4, I` 1/4"=1 ' EXIS ING SECOND LEV EL -DEMOLITION & FLOOR PLAN windows windows = ace o e ace rept rept / to 6e d t b d .. remove bay widow �' / I &kitchen counter tops � I Its , III I � CEJ n neltoI g , ^ nel to[be � I I \\� �emov Idl -- J III �l _ i Y i—rdmove existing structure I I L ----- -- _ I f---� �-- --- � z�f III j III � � remove existing CI� d�w�— remove ert(ing chimney 0 doom nfl\ y F X\\X\ 3QJremove existing structure remove existing structure I remove door / I I re ve wall \ I I w\ I door �l -- remove existing remove existing doors nvac Construction Set Project #: II = � � v a 14001 remove water Date: heater ___ a I I remy wall € �� 3/2/15 rr=_�__=Tr— ��__= y 1 for oor ---�---� — Z--- wh I Revised:wall to remain, see current floor plan —/ _ = -- --- Revised: UF-- - - -- ---- windows windows windows to be replaced ;i to be replaced to be replaced remove existing stoop ��- &overhang Sheet -f-, Jl A2 . 1 Fk 1/4"=1 ' A/A2. 1 EXI ' TING FIRST LEVEL DE '0 FLOOR PLAN K t� Note`.Derails bf the door or window are' Note:Details&type of the window are not not'sli(ywn here.The intent ofthis•dtawing shown here.The intent of this drawing is Wall Material Ke 'is•onjy.0 dlusprate interior trimlvork. only to illustrate interior triinwork.No vv, iletaile�i elsewhere(sea schedules, exterior trite or wall finishes are shown detail;&specifications) any face brick " here Consiilt Architect if there•ire questions concerning this situation. window(see details elsewhere) - - - - - - - - - - - - - - - - - - - - - - - - - - - 11/4"xi"nosing over 3/4" filler brick Brown#289 cap mould over skirt cut from ix6 ix6 head casing firebrick In interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) a I _ • h 1 w N interior 2x6 wood stud wall (all exterior walls are to be 2x6 1x4 janib casing i� ' wall as detailed elsewhere(see schedules, wood stud walls unless noted otherwise in Wall Sections) ' " `I " ' �� x»-14} } door or window(see details elsewhere) details&specifications) Copyright ©2013 Starr Sanford Design Associates, Inc. All rights wall finished both sides reserved. The design concepts, drawings, written material, and specifications of this document are the property of Starr Sanford Design �. wall finished one side Associates, Inc. No part of these -.x documents shall be copied, disclosed to others, or reproduced in part or existing wall whole in any form without the written consent of Starr Sanford Design Associates, Inc.Do not scale a R VEAL drawings. Use given dimensions only. Insulation Schedule If not shown, verify the correct 3 z a dimensions with Starr Sanford Exterior Wall Size Minimum Wall insulation Minimum Roof Insulation Design Associates, Inc. Contractor shall check and verify all dimensions 3-5 steel studs -r3 -3o and conditions of the job site. 611 or zx sus -r9 -3 oA4� 3" 5 1 1�2 or 2X8 sus -20 1-,-00 A2.2 CASING SECTION /. ELEVATION 1' O" A2.2 WINDOW SILL TRim DETAIL 1, �„ heated areas o this building are o e insulated, whether s own or not s own in wa sections. Unheated areas may be insulated. See wall sections for clarification of insulation locations. Ceiling insulation thickness is based on exterior wall insulation thickness, not on size of interior partitions. The Architect strongly suggests spray foam insulation equal to Icynene,which seals drafts much better than fiberglass batts. Wood Header Schedule Values below are valid for building widths to 32'using#z southern yellow pine Header Size Supporting Roof Only Supporting Roof+i Floor 2: 2x s 5 -2 4 - z: zx s -7 -3 z:2xro s -z 7 - z:zst s 91-10 -9 All structural information shown is for reference purposes only. Builder shall have a local licensed structural engineer review actual site conditions & design all framing elements, including wood headers. Engineer's design must take into account locally-required live loads,wood species, and types of headers (dimensional lumber, LVL, metal- or plywood-web truss-joists, etc.,) any of which may vary with your locality,contractor,and building material supplier. i� Floor Plan Notes W 1. Do not scale Drawings. Use only dimensions shown on drawings. If W dimensions are in question, the builder shall be responsible for obtaining M clarification before continuing with construction. Builder shall verify all w dimensions&conditions at jobsite. 2. Dimensions shown are to centerline of interior walls or to outside face of stud or masonry on exterior walls unless noted otherwise. 3. Builder shall establish finish floor elevation in consultation with • ISI homeowner. Builder shall take into account design intent includingnumber of steps, water table masonry, etc. Builder shall also assure that there is ti adequate clearance between finish grade&any wood construction. 4. Locate doors so that door casing abuts wall finish of adjacent wall unless noted otherwise or unless door casing is narrower than 3 1/2". In this case, install door frame with appropriate shim space against liner and stud. Do , �xr not omit stud or liner to get the door closer to the adjacent wall. In caseswhere a door is .�� pp I2'-0" 18'-1° 3z'-zz"+/ existing the exact center of the wwn allroximately in the center of a wall, locate door in 6'-2" s'-1o" 5. Verify window rough openinghead height with Elevations. See plans & exterior elevations for window alignments, window types & muntin 21 23 - �� patterns. Adjust head heights slightly(less than 1 3/8") as required to course •�•� r A9.1 a9.1 with masonry veneer, if any. Provide filler strip between window and - masonry sill if required to allow the masonry sill to course with surrounding 1 -9" 13'-0" 1' 9° brickwork. In no case should brick be cut to either course with the head or the sill of a window or door. ::.. o ierhang above 6. Window sizes indicated on plans are generic sash sizes. n n n n "> �. Refer to plans & exterior elevations for window types. Coordinate Lift&slide 13'x 7' M ., operability of windows&direction of swing of casements w/homeowner. r n {. 8. Walls, ceilings & floors of ancillary spaces such as closets & storage areas V L — — — =_ shall match the rooms they serve unless noted otherwise. —_—— ———— 3:32"x66"double hung replace existingwindo replace existingwindow center in room center in room = p 3z"x84"15 lite p 32'x84 1lite.. 11-11'." � 9• Coordinate location of utility meters on site to be away from public view o - and to minimize visual impact from any area of the site. Hold meters as low N as possible to allow more effective screening. Z 10. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, v bath or other wet or food storage areas. Boric acid shall be installed immediately before installation of insulation in insulated walls or ^, v lttltlg O I I t immediately before installation of wall finish in uninsulated walls. Walls �' V o ° N o I QI I o with exposed cavities do not need to be treated with boric acid. v N o I _ Dining ii. Prefabricated fireplaces and flues shall be UL approved and installed as per 0 � o I ;I I M manufacturers specifications and accepted construction practice. It is the N � I I builder's responsibility to assure that all applicable codes regarding fire `l separation, use of materials & other fireplace criteria are met or exceeded. U I I 1 12. Builder shall coordinate flue height to match chimney height shown on 13. elevations. -4" s'-o" 4'-9" 2'-6" o If gypsum board is used, install moisture-resistant gypsum board in restrooms&other rooms where water is present. j 14. Builder shall coordinate all shelving & storage requirements with homeowner. align °• — N I pantry 15. Center plumbing fixtures in space provided unless noted otherwise. Provide F o not less than the following clearances from finish wall to fixture on either 10 r----- side: Lavatory: 15".Toilet: 18". verhJn9 island ; Ln k " I I Front v U �� Living :36"x84"1 -lite Yor.'eiI o remove& existing finishes to remain k N h i ' $Oinfill door M _---- CIDN U Ol i o I HVAC B a t.l l �, [211 x n I <r Q 4'-3" `0 �= 19 I v I N A9.2 I co co o c ry Mo 12"shelves 12"shelves � I o N books 2'-101' 2'-10.!' v Construction Set m all shelves are 'N � 11D.k 0' floor to ceiling N io d' v 3 Kitchen IQI o ry Entry a —— — — __ Pantry _ Project #: — — — -- — — — — —rhshwash�r m N o II 14001 O I I I I o M M I esk wall p i �a all N N '' Date: cabinet L J cabinet o wn up ` o y —————— —— ——— `^ R 3/2/15 0 24'x80" 32"x 4"DH 2:32'x 4"DH ) Revised: replace existing window existing door eplace existing window replace existing window 32"x60"double hung to remain 32'x60"double hung 32"x60"double hung 24 24 22 (verify in field) (verify in field) (verify in field) A9.2 A9.1 A9.1 PROPERTY LINE, VERIFY ALL MEASUREMENTS IN FIELD Sheet 6'-2" 5'-10" 3'-10" 81-111, 5'-4" 12'-0" IS'-I" 32'-7z" +/-existing A2 , 2 A/A2.2 1/4"=1 ' FIRST LEVEL FLOOR PLAN 1,412 Sq ft SEE SECT NOR NOTES (11" UNLESS NOTED) r.. top of finish stringer beyond red oak tread w/integral 0 nosing /4 Wall Key integral or applied(shown) cove at 1 a Contractor's option face brick w \ " filler brick 0 \ Z - \ m firebrick m interior insulated wall (all exterior walls are to be insulated tour offinish stringers w unless noted otherwise in Wall Sections) re o. riser cut from 1x8 \ z roug r is cut from 2x8(this member will span fr r wall to wall,so this stair _ 0 interior 2x6 wood stud wall (all exterior walls are to be 2x6 .inclk t1e s�;u ��FR ;4 e[a cPi-iti'.; does not req -enter carriage) a o wood stud walls unless noted otherwise in Wall Sections) tread cut from 2x bottom of carriage be t notched from Copyright ©2013 Starr Sanford 2x12(do not oversaw no s Design Associates, Inc. All rights see elsewhere for finishes \ \ wall finished both sides reserved. The design concepts, LU \ m drawings, written material, and specifications of this document are \ wall finished one side the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed \ to others, or reproduced in part or \ existing wall whole in any form without the written consent of Starr Sanford \ Design Associates, Inc. Do not scale drawings. Use given dimensions only. Insulation Schedule If not shown, verify the correct \ dimensions with Starr Sanford Exterior Wall Size Minimum Wall insulation Minimum Roof Insulation Design Associates, Inc. Contractor Z,,14 NLUUs _ R_ shall check and verify all dimensions 3-5 steel studs -13 -30 and conditions of the lob site. 611 or 2x6 sus -r9 -3 or 2X8 sus -20 K-bo �y� A2.3 WOOD STAIR DETAIL „ eate areas ot 7iis building are to be ensu ate ,wtiether shown or not shown rwa sections. Unheated areas may be insulated. See wall sections for clarification of insulation locations. Ceiling insulation thickness is based on exterior wall insulation thickness,not on size of interior partitions.The Architect strong[y suggests spray foam insulation equal to Icynene,which seals drafts much better than fiberglass batts. Wood Header Schedule Values below are valid for building widths to 32'using#2 southern yellow pine Header Size Supporting Roof Only Supporting Roof+i Floor z:2x s 5 -2 4 - z:zx 1 s 161-711 0 -3 2:2x10 s -z � - structural z:zs 9 -ro 9 All structural information shown is for reference purposes only. Builder shall have a local licensed structural engineer review actual site conditions &design all framing elements, including wood headers. Engineer's design must take into account locally-required live loads,wood species, and types of headers (dimensional lumber, LVL, metal- or plywood-web truss-joists, etc.) any of which may vary with your locality, contractor,and building material supplier. Floor Plan Notes W 1. Do not scale Drawings. Use only dimensions shown on drawings. If W dimensions are in question, the builder shall be responsible for obtaining M clarification before continuing with construction. Builder shall verify all w � - dimensions&conditions at jobsite. 2. Dimensions shown are to centerline of interior walls or to outside face of stud or masonry on exterior walls unless noted otherwise. 3. Builder shall establish finish floor elevation in consultation with • ISI 1< homeowner. Builder shall take into account design intent,including number .� of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade&any wood construction. ,., 4. Locate doors so that door casing abuts wall finish of adjacent wall unless noted otherwise or unless door casing is narrower than 3 1/2". In this case, install door frame with appropriate shim space against liner and stud. Do W �� not omit stud or liner to get the door closer to the adjacent wall. In cases where a door is shown approximately in the center of a wall locate door in 5'-10" 181-11, 32'-7Z°+ /- existing the exact center of the wall. 9" 1.31-01, 3411z 2' ' " 5. Verify window rough openinghead height with Elevations. See plans & exterior elevations for window alignments, window types & muntin -, 9'-3" 8'-10" x" patterns. Adjust head heights slightly(less than 1 3/8")as required to course �^^••11� g W 21 23 with masonry veneer, if any. Provide filler strip between window and A9.1 A9.1 brick e cut to either OU t t r k bcourse w1 e head o " masonry sill if required to allow the masonry sill to course with surrounding bh h h i } t: he sill of a window or door. - Ir 2x4's 16"OC 2:32"x56" 2x4's 16"OC 6. Window sizes indicated on plans are generic sash sizes. 1 repiaeeTexi�trng_ dvws T replace�xistirr' windows replace existing windows replace existing windowsy,:, y. Refer to plans & exterior elevations for window types. Coordinate n 2x6's 2x6's _2 32cFaQ Yecrfy _ 32°�r&�(L v rift' 32"x60"verify 2:36'x60"verify opera bilit of windows&direction ofswing of casements w/homeowner. t. V 1 S. Walls, ceilings & floors of ancillary spac e such as closets & storage areas o - shall match the rooms they serve unless noted otherwise. Coordinate location of utilitymeters on site to be awayfrom public view and to minimize visual impacfrom any area of the site. old meters as low -- 9 as possible to allow more effective screening. OD M I 10. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup lI� s Ler M o _ er 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, `l Bali Bath ath or other wet or food storage areas. Boric acid shall be installed immediately before installation of insulation in insulated walls or immediately before installation of wall finish in uninsulated walls. Walls Co with exposed cavities do not need to be treated with boric acid. shower c BedI'OOrrl Ludy Prefabricated fireplaces and flues shall be UL approved and installed as per seat aao existing finishes to remain o I manufacturer's specifications and accepted construction ractice. It is the existing finishes to remain L m x builders responsibility to assure that all applicable co es regarding fire -- �alCOI-It' 3"3" I Wardrobe N M M I separation, use of materials & other fireplace criteria are met or exceeded. C) o U) I 12. Builder shall coordinate flue height to match chimney height shown on -- x ; I r 13. elevations. s'o" __ I If gypsum board is used, install moisture-resistant gypsum board in v a I new 48"x80"bi-fold a——] I restrooms&other rooms where water is resent. mod$ shel�—-�-— linen existing dor e fisting doo 14. Builder shall coordinate all shelving & storage requirements with to remain to remain ' ? homeowner. 48"x80"bi fo/d I 15. Center plumbing fixtures ins ace provided unless noted otherwise. Provide o m wardrobe x not less than the following c earances from finish wall to fixture on either ---- = align 1�I�1S er o I z x80 ————— ' side: Lavatory: 15".Toilet: 18". 3 „ C) co Q p 1 R 7 /g„_ ,_6„ k - - N Bedroom N a III VestIb lie Hall 1 r 10' = 2'-6" W M vv ( 32"x80" 5 N --- - - — o A2.3 5'-1 '� = 32"x80" ---- o am style slide xisting door Z N 19 I to remain wardrobe , aundr) Q) v ---- � � I L m m a a 48"x80"bi-fold v J m 32'x80" v� i barn style slider - ' o — - ---— -- f i € -- " _ --- —J I Cons truction Se o Bedroom 24'x48 Go existing finishes remainexrsting finishes to remain roject— CbUt #: , M i -- T .. — — — —— wardrobe co i, I I 14001 LnNZZ Bull r N t Date: this wall is an existing wall 3/2/15 oa I -- oM m I U 2:2{"x48" ^ Revised: replace existing windows replace existing windows rgpla e existing windows replace existing windows 32"x60"verify _ :_,i_ 3Zx6D'Cvenfy -32"x60"verify 2:36"x60"verify 24 24 2. o .. A9.2 A9.1 A9 1 ...... .................__,.........._...._.__ PROPERTY LINE, VERIFY ALL MEASUREMENTS IN FIELD Sheet 3'-10" 3'-10" 5'-1" 5'-4" 5'-10" 7'-8" 10'-5" 32'-71" +/-existing A2 . 3 A/A2.3 SECOND LEVEL FLOOR PLAN '/4�,-' 1,383 Sq ft \Q , Wall Material Key , 50 „ � a N oI 11 face brick � 110-11” \ I �� filler brick11 I I'll � `' F. \ firebrick .,_I 11 interior insulated wall (all exterior walls are to be insulated I unless noted otherwise in Wall Sections) ,,chat, - <. ,,,� ... � r.,<�iiv�� sommmmom � � interior 2x6 wood stud wall (all exterior walls are to be 2x6 ,�„,I I I„,;r„.„„I„ ,, ,I,�;_,�,; wood stud walls unless noted otherwise in Wall Sections) ' Copyright ©2013 Starr Sanford Design Associates, Inc. All rights wall finished both sides reserved. The design concepts, drawings, written material, and specifications of this document are the property of Starr Sanford Design wall finished one side Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or existing wall whole in any form without the written consent of Starr Sanford DesignAssociates,Inc.Do not scale drawings. Use given dimensions only. own, verify the correct Insulation Schedule If not sh dimensions with Starr Sanford Exterior Wall Size Minimum Wall insulation Minimum Roof Insulation Design Associates, Inc. Contractor shall check and verify all dimensions 3-5 steel studs R -13 R10 and conditions of the job site. or 2x6 studs -R7-I� -3 Or 2X8 studs -20 R-6o All eate areas ot this buticting are to be insulated, whettier s own or not shown In waIJ sections. Unheated areas may be insulated. See wall sections for clarification of insulation locations. Ceiling insulation thickness is based on exterior wall insulation thickness, not on size of interior partitions. The Architect strongly suggests spray foam insulation equal to Icynene,which seals drafts much better than fiberglass batts. Wood Header Schedule Values below are valid for building widths to 32'using#2 southern yellow pine Header Size Supporting Roof Only Supporting Roof+I Floor W 2: 2xs 5 -2114 - 1 2: 2X81S ll-7 -3 11 2:2XIO S -2 � - AllstrX12 s -Io __9 All structural information shown is for reference purposes only. Builder shall have a local licensed structural engineer review actual site conditions & design all framing elements, including wood headers. Engineer's design must take into account 1,,_4 locally-required live loads,wood species, and types of headers (dimensional lumber, LVL, metal- or plywood-web truss-joists, etc.) any of which may vary with your locality, contractor,and building material supplier. ;_;;,,,,,1 i� WFloor Plan Notes ct 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining M clarification before continuing with construction. Builder shall verify all w dimensions&conditions at jobsite. 2. Dimensions shown are to centerline of interior walls or to outside face of stud or masonry on exterior walls unless noted otherwise. �Ellllllllllllllllllll1 (L) 3. Builder shall establish finish floor elevation in consultation with • ISI `, �>'_r„ homeowner. Builder shall take into account design intent,including number ' ^ „�,., of steps, water table masonry, etc. Builder shall also assure that there is c ) I .1 _, 19 adequate clearance between finish grade&any wood construction. - 4. Locate doors so that door casing abuts wall finish of adjacent wall unless noted otherwise or unless door casingis narrower than 1/2”. In this case install door frame with appropriate im space against liner and stud. Do r� not omit stud or liner to get the door closer to the adjacent wall. In cases � : '� ti a 4 the eexact d enter of the he pproxlmately m the center of a wall, locate door m -Ill °�., 5. Verify window rough oplening head height with Elevations. See plans & exterior elevations for window ali nments window types & muntin 4, g - �� patterns. Adjust head heights slightly(less than 1 3/8")as required to course +_. with masonry veneer, if any. Provide filler strip between window and rl 1 I _ masonry sill if required to allow the masonry sill to course with surrounding V� - —:. - brick---. _.. __.-- - ::_ -:--- _ -_:,- �_ _� ._ ....... _ -- _-- _ - c be cut to either course with the head or �.. _— brickwork. In no case should .-. .:�_u ' the sill of a window or door.I. :> 6. Window sites indicated on plans are generic sash sizes n; iI I 11 :i ! :. ; li ' 'i i� iii ._ -- it - Refer to plans & exterior 1 o elevations for o window types.s. Coordin• �' ate 3..-' ", 1. P YP operability ablli t of windows it d ws&direction of swing of casements w/homeown r O.�TSI;E FACE �� F ' e . U Q WALL:BELCiW 'ii a P 8. Walls, ceili n s & floors f o ancilla a i1-11-11-111- s ces such as closets r i' & storage e areas �. I f ancillary P g I I 1-1 shall match the rooms the serve unless noted otherwise. '' i --"”. ..__ ..-.._ .. :i is is ,: 5:28"x36”off1. Coordinate location \ 1 ; 1. _ - 9• of utllit meters on site to be away from public view 3 .: .1111111-111111-- Y Y P _.. .. . ....._. ._... :: �,.: _........ ....__...... ._,.._.. .. ___.._... :r :. i, nd to minimize visual im act from an area of the site. Hold meters as low ;; P Y 1 _ - . N as possible to allow more effective screening. ;:: -::: �. I o - ---- - - eXlsring House widrn + Sprinkle powdered boric acid onto bottom plate of wall at a rate of = er 2' of late except t 1/ cu per 2' of late in walls adjacent to kitchen ;� _.:.-..._ :.:::: .,......... :.:. iii i il . N P P 4 PP P l - = s'CEILING HEIGHT1. ath or other wet or food storage areas. Boric acid shall be installed --- -- i - .. ., immediately before installation of insulation in insulated walls or _. ...: :. i immediately before installation of wall finish in uninsulated walls. Walls 3 3� with exposed cavities �:- : :: ::.. ..... 14 8 1-"+/ e ual P n t acid. `: i t es do of need to be treated with boric ' /� J - - ii. manuPrefafacturer's specifications nnlaces and fland accues lebe UL ted construction nnved ntracticeled as he -: ,, _ _...._:.___ .... ... p I"� I builder's responsibility to assure that pall applicable codes regarding fire -- . .• . . • . . . : . : . bulb ridge cap cut into "eagle's beak"shape e metal drip edge flashing(see Specifications) metal rake flashing(see Specifications) align rafters either side of ridge and provideNote:This detail is general in xAture and as shown(vv/hemmed edges) bent as shown(run flashing up as shown bent as shown(run flashing under roofing rafter ridge straps at every rafter to meet or xray not represent exact configurations of SV rnetal roofing(see Specs for size, type under roofing felt felt over PT 1x8 exceed all wind load requirements, and this project. Its purpose is to illustrate the &exposure) over 3016 roofing felt over trainingand rake trim shown elsewhere; ® '' various components and their relationships. p ) ' g requirements of local authorities Confirm configurations&dimensions not roof decking over roof framing(see other g llrawin s&S Specs) oil flaslrin and decking are detailed her y g g ROOF LAN NOTES _ shown here w/wall sections&other details. g p framing and rake trine shown elsewhere; Consult Architect if there are an questions composite 5V baffle/seal adhered to 5V only flashing and decking are c etailed y q roofing and to Core-Vent above here r. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions concerning this situation. Core-Vent or equal air vent continuous I are in question, the roofer shall be responsible for obtaining clarification before « ' e z4" of end of ridge, where except within I continuing with construction. Builder shall verify all dimensions &conditions at it shall be replaced with 3/4 x 3-1/2 g Y solid weatherproof material such as I jobsite. cellular PVC that does not react with 2. See Floor Plan for building dimensions. r roofing material � I t Begin metal roofing w/full panel at most visible edge of roof unless seams are blocking to rnatch wall stud thickness 4° hold roof deck,roofing&felt back 2" 4' 3 g g p g above roof surface for attachment ofnrininxurn clear air space shown on elevations to align with exposed rafter tails or lentils below, in which sheathing&step flashing Atk-tic Cavii.i;,,< VaOrte �'�� ' ' � t`� �`" �' case roof panel installation shall conform with elevations. Begin shingle roofing S-v crimp metal roofing turned up behind w/hall shingle at most visible edge of roof. sheathing 6"minimum to self-flash roofing felt(lap joints 2"minimum as \ Miv 4. Roof penetrations are permitted only in the areas noted. Route all vents, shown over roof deck exhausts, flues &other penetrations to these areas &terminate as per code. 5. All roofing and roofing details shall be installed in strict accordance with industry Copyright ©2013 Starr Sanford standards and manufacturer's instructions. No work shall conflict with the Design Associates, Inc. All rightsreserved. The design concepts, manufacturer's guarantee or warranty. drawings, written material, and 6. Provide flashing as per details or as per SMACNA if no details are shown where spe roperty of Starr Sanford Design ecifications of this document are p th roof pitch changes or where roofing intersects with vertical surfaces. Associates, Inc. No part of these Hold downspouts tight against walls. documents shall be copied,disclosed 8. The installation subcontractor shall be fully responsible for all roofing work. to others, or reproduced in part or Ji/@r .> 9. All slopes are indicated on the Drawings. written consent of Starr. Sanford tint , whole in any form without the )3jrufl.. 10. Paint all roof mounted accessories to match roof color selected by homeowner. Design Associates, Inc. Do not scale 1. All exhaust fm, vent, floe&stack openings are to be cut&sealed b builder. drawings. Use given dimensions only. 1 Y If not shown, verify the correct 12. Roof vent terminals shall be 12' away from and 2' above any air intake, door or dimensions with Starr Sanford a window, 18" away from any vertical wall extending above roof vent, and not Design Associates, Inc. Contractor below any roof eave, or as required by local codes. 2"CLEAR M NIMUM 6" L Ll shall check and verify all dimensions and conditions of the job site. 1 5-V � S V CRIMP FLASHING FRAME WALL 3�4„ RIDGE CAP DETAIL ON5V ROOFING 1 �� EAVE LASHING DETAIL i 1�2 RAKE FLASHING DETAIL iiz 5 RIDGE STRAPPING DETAIL 3/4° DRAFTSTOPPING NOTES finished wall over exterior sheathing over r. Draftstopping shall be installed in attics, overhangs &similar concealed spaces so wall as detailed elsewhere that the area between draft stops does not exceed 3,000 SF. metal base flashing shaped ashown installed w/continuous cleatt so that there 2. Draft stop materials shall be not less than 5/8" gypsum board. Draft stop material are no exposed fasteners shall be adequately supported. 3. Any openings in the draft stop partition such as access doors shall be protected by self-closing doors. 4. Required ventilation of concealed attic spaces shall be maintained. co s ROOF FRAMING NOTES I. All structural members shall be sized to carry all imposed loads by a structural 1�4 engineer or other individual acceptable to state&local authorities. 2. Roof deck shall be 5/8" Exposure i T&G Sturd-I-Floor plywood. 4,1 3. Hold roof deck panels apart as recommended by decking manufacturer. 61, 4. Hold roof deck panels away from items penetrating roof deck as recommended by roof deck manufacturer to allow for expansion &contraction of roof deck. 5. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28'long shall be Laminated Veneer Lumber. 6. See Wall Sections for exact configuration of framing members at exterior walls. kk . 6 ;. FLASHING NOTES r. Install all exposed flashing w/concealed cleats. Surface fasteners of any type are unacceptable. A2. Roof to Wall Flashing Detail 1' O" 2. Base flashing shall be 2 ounce copper-fabric flashing equal to AFCO. Base flashing shall run up 6"minimum behind sheathing when installed at wood floor system or shall offset up 1 brick course minimum if installed at CMU backup. 3. Window & door head flashing shall be 2 ounce copper-fabric flashing equal to _z W AFCO @ brick veneer or shall be either 16 ounce copper or .o19 factory 21 23 ,�-•, pre-primed aluminum break metal at homeowner's option for any other A9.1 A9.1 non-masonry wall finish. 4. Eave & rake flashing shall either 16 ounce copper or .o19 factory pre-primed e f Jr t1a niim break metal at homeowner's option. Aroof edge flashing shall Y / extend ro" minimum roofing behind roong felt or other material. Verify that � ., C ' er roofing ISI flashing runs not only under roofing material, but also under sub-roofing n shrrr� I material such as roofing felt. Eave flashing at gutters shall extend to cover back �J L y _ wl �I leg of gutter, but shall terminate above rim of gutter. 5• Chimney & cricket flashing shall be 16 ounce copper flashing (no exceptions N unless roofing is metal, in which case flashing shall match roofing material). Install pan flashing at chimney which extends from outside face of chimney to inside of clay tile flue liner. Turn flashing up 1/2" inside flue liner. Install 16 ounce copper step flashing under chimney cap flashing. Pan flashing shall overlap step flashing 6" minimum. Tie masonry chimney to roof framing immediately k) j 5_11m a/ i below flashing w/rigid metal straps (minimum I each side of chimney). Crickets °fan shall be installed on high side of all chimneys or other roof penetrations x exceedin 6" in width. Cricket flashing shall be installed over plywood roof r 4/12 I g 3 g p y i M deck backing. Crickets shall slope 3/12 Minimum. r� :Nhg ° 6. Valley flashing shall be either 16 ounce copper or .oi9 factory pre-primed o I fit 12 aluminum break metal at homeowner's option 12"wide minimum centered in 2 valleys. Lap joints 12" minimum. A •5 - y. Gutters shall be 16 ounce copper or factory pre-primed .032 aluminum ready for match existing I finish painting. (See Drawings for gutter size and shape). The back leg of all s o e + I gutters shall extend 0 minimum above front rim. Gutters shall be hung with ridge cap/ven matching mead strips which are attached under shingles. Penetrations of back of gutter or of eave flashing shall not be permitted. 5-V meta/ 3/12 2_ A2 5 I 8. Downspouts shall be 16 ounce copper or factory pre-primed .032 aluminurn - _break flashing_ -- ready for finish painting. (See Drawings for downspout size and shape). Downspouts shall be attached to wall w/rnatchin metal strips which are LL I ridge cap/ven attached to wall behind downspouts. g p + I ( o I I ?1 4/12 I 5-V neta ro fing VENTILATION NOTES 19 A9.2 I 1. All attics, crawl spaces & other concealed areas shall be ventilated as per local building vent 1 codes. ake flashy» shall be equal to Air Vent 2"continuous aluminum soffit vent. x -rI ( S 12 2. Soffit m + + 3. Ridge vent shall be Air Vent Ridge Univent (absolutely no substitutions). C011StrLietloll set Terminate ridge vent w/manufacturer's standard end cap 12"from end of ridge. break flashin � � m v v Cut roof deck back to provide air passage as recommended by manufacturer. PL o o Y 4. Homeowner shall select color. -:t ash, Crawl spaceace ventilation shall be decorative grilles as shown on elevations if Project #: I I shown w/insect screen on inside or shall be 8" x 16" manually operated aimed 14001 ry 5. metal vents if not shown. Provide insulation baffles at ventilated eaves as required to assure minimum 1" ate: clear air space at bottom of roof deck. 3/2/15 �-�- f 11 ill I I Revised: 24 24 22 -- - A9.2 A9.1 9.1 LLLrift, I s Sheet A2 . 5 A/A2.5 1/4"=1 ' ROOF PLAN IIremove existing chimney IIremove existing chimneys IIIIIIIIItIIIIF IIIIItIIIIItII IttIIIIIIIIIIIIL - - - - - lIIIIL - - -IIIitIIIIIIICopyright (92013 Starr Sanford itIIDesign Associates, Inc. All rights itIIIreserved. The design concepts, tIIIIIIIIIIIilIIF tdrawings, written material, and Itspecifications of this document are IIIttthe property of Starr Sanford Design F IItIIIItAssociates, Inc. No part of these IItIIIIIIIIItIIIIIdocuments shall be copied, disclosed IIIItIIIIItItIIIIIIIIto others, or reproduced in part or IIIIIIwhole in any form without the IIItIIII- - - - - - - - - - - - - - - - - written consent of Starr Sanford tIIF - --- - - - - - - IIIDesign Associates, Inc. Do not scale IIItIIdrawings. Use given dimensions only. IIIIIitItIItItIIijF . ..... IItIf not shown, verify the correct tIIIItII dimensions with Starr Sanford IIIIDesign Associates, Inc. Contractor I - - - - - - - - - - - - - - - - - - - - - - - - - - - - tIIIII- _: IIand conditions of t e job site. IIIIitIremove existing roofing to decking I111D L��Mrfl MW ME] IIIiIIIA LIE ' Ell] remove existing fascia M F777� ffln I --remove window casing IIIIFlom tIIIff IIItremove all existing siding to IIIIII&structure ILAS Itremove chimney, xisting underlayment completely IIIIte LJ ItIIIIIto slab on this portion of house III [JF IIII1E]EIE11 tttIItIIII1=1�!J_ : I LI- - - - ttIIremove existing overhang- IItIIIItIIIItItItIItItItIIIIIIIIIIIIItItItIItIItI - - - LL - - - - - -IIremove existing carport shedroof&IIIItIILL columns Itcornpletely remove 7 existing overha ItIitIIIIIIFrr IitIItIIIIIIIIIIIIIIIIIIIIIIIIIItIIIIIIIIIIIIIIIIIIIIIIIItttI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -IIIIIIIIIIIIIItIIIIII - - - - - - - - - - -IItIIIIIIIIItIiIIIItIittItIIItIItttIIFIr-7r- 7-- IIIrl IIIIItL tIF IIIIIf" L IL IIIL'_jL IIIIt:]FIE LY IIIIM H IItt0 ttIItItIIIIIIIItIIIIIIIIIIIItIIIIIItIttItIIItIItIII1. I IIIIIIIitItIIIIIIIIIIIItItIIItItIIIIIII - - - - - - - - - - IIItIIIIIL-L IItItIIttIIIIIIIIIIIIIIIIitIIIIIIIIIIIIitIIIIIIIIIIIIIIIA IIIIIIIII . .........I,;IIIIIIIIII- - - - - - - - - -- - - - - - - I ---- - - - - - - - - - - - - - - - - - - - IIIIIIIIIIIIitIIIIIIIIIIIIIIIIIIIIIIIIIIIitIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIItilIIIItI............ B/A3. 1 3. 1 FRONT ELEVATION ��SIDE ELEVATION remove existing chimney Iremove existing chimney IIIIIIIIIIIIIIItIIIIIItIIIIiIIIIIIIIIIIitIIIIIIIIIIIIIIIIiIIIIIIIItItIIIIIIIItIIIIIIIIIIIItL I _I_J:z IIIIIIIIIIItIIItIIIItIItIIIIIIIIIIIIIIIIIIIIIItIIIIIIIIIItIIIIIItttIttIItItIIIIIIIIitIIIIIIIIIIIIIW IIitI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - III - - - - - - - - - titItItII �-,j F IIIIIIIIcompletely remove chimney, &structure to slab on this portion of house Iremove existing roofing to decking Ittremove existing fascia IIIIIIItItIItIremove window casing 7 71, 1 IIItIE IIF tremove all existing siding to IIItIILl IIIIIIIL Iexisting underlaymen IIIItt ItIIII L tI - - - - - - - - - - - -- - - - - - - - - - -ItIIIIIIttIIIIItItIcompletely remove tIIIIIIIItIIIIexisting overhang ty re�l c;I IIIIIIIIittItIitcompletely remove existing ItIIcomp� el.1 rr �ye exis:!nq, II -- - - - - Iremove existing carport shedroof& -, ;- bw - _;I I! I: I ; I ;: t: I . I .1 1 L_ ;,- - -++ .,-- - - - - - - _jI- - I- _ - - overhang&bay window column overhang&bay window tIIIIIIIItIIIIIIIIIIItT. 17 T I I7 rr 7. IIIIIIttIIIIIItIIIIItIIIIIIIIIIIIItIIIIIIIIIIIItIIConstruction Set IIItIIIIIIIitIIIIIIIIItIIII- - - - - - - - - - - - - - - - - - - - - - - -tItIIII7,7-, II ��l 7 ItII -7 r------IItIIIIIitttT,F71i Project #: IItItItI 1 TF T X T tItII -IF--Ir,ItIIItIIIIFIA tIIItIItI14001 IIIIitIL d' IIIL JL I7,-1\ ,7 IIIitItIIIti Tr IIjk IDate: Ik ttIIII3/2/15 IIIIIIT,7 ItIIIttIItIIIIIIIIIIIIL IItIIttIItRevised: IiIIIItI - - - - - - - --- IIIIIIIIIIIIIIIIIIIIItItIIIIIIItIIL L'= A] I IIIII - - - - - - - - - - -tI I IIItiIIIItIIItItIIIIItIIIIIIIIIIIIIIIIIIIIPW IIIIII ........... IrIIII...........IIItIIIIIIIIIIIIlIIIIIIIIItIIIIIItIIIIIIISheet IIItt7 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA3 , I II1/4"=1 Dl I C/A3. I PEAR ELEVATION SIDE ELEVATION Note:Details of the window Note:Detai,ls of the door or Note:Details of the door or are not shown here. The intent)lot shown here. Tile intent of this drawing is of this drawing is only to IThe intent of this drawing is illustrate exterior triiinvork.only to illustrate exterior only to illustrate exterior Consult Architect if there are TRIMWORKNOTES trimwork. Consult Architect if triiinvork. Coiisult Archite.ct if any questions concerning these iere are any questions tI there are any questions conditions.these conditions. All finish work shall be executed by trained journeyn-len and shall be filled,wall as detailed elsewhere (see wall as detailed elsewhere (see wall as detailed elsewhere(see specs) sc ie u es, details c, sanded smooth and ready for finishes. Trim materials should be tempered to schedules, details&specs) schedules,details& specifications)idow head flashing run Lip 6" anibient project conditions. All finish lumber, trini, moldings cS, miltwork shall door head flashing run up 6" andout over drip cap as shown and out over drip cap as shown have a moisture content Ofl2%or better.2. Exterior fascia shall be backprinied 2X finger-joint redwood screwed corners 12 ...........(see Drawings or w t is . 3 ............ ............ 3. Exterior soffits shall be backprinied i x filiger-j oint redwood up to i i in width IIor shall be i/2" smooth factory-prinied exterior hardboard if greater than li" ................cT in IIwide (see Drawings for widths). IIrinied 2X finger-joint redwood 4- Exterior corilerboards & casing shall be backp II12 Ifro I(see Drawings for widths). 8 Copyright @2013 Starr Sanford W I5. Interior trimwork shall be shapes s shown oil drawings.> Design Associates, Inc. Alt rights 7_X I t,a W, c0hig I112 ...........II -exposed rafters reserved. The design concepts, cedar shingle siding Idrawings, written material, and I ....................... ecifications of this document are roperty of Starr Sanford Design Iciates, Inc. No part of these It p s Ie RE EAL documents shall be copied, disclosed 4 EAL -6"ATTIC FLOOR 9' w o e in any orm wit out t e IIwritten consent of Starr Sanford A De n As iates, Inc. Do not scale 3 I1/4" REVE exposed rafters ig LlI �i ven dimensions only. IU verify the correct U U Ll U d asvi se I f .0 t s.......... Idimension ith Starr Sanford 6-9 114" HEAD HII Is w Design Associates, Inc. Contractor shall check and verify all dimensions I ........................ and conditions of the job site. IIIIIIwood handrail II8 24"A D8 exposed rafters vertical 1x8s IIIII .............. wood cap II2:30",)(80 2"x6 2 I0 I1 2 K r 7,WINDOW HEAD JAMB WINDOWHEAD & JAMB DOORHEAD JAMB SECTION/ELEVATION L IIII............- - - - - - - - - - -- 3LO" Note: This detail is typical in nature,and is ...........Note: Details of tile window&fraine are I procedures intended to outline the genera 0'-6" 2ND FLOOR Igeneral ill nature and may not represent CEO for flashing&jamb-wrapping doors& I.............. .............. .................. . ......... I.........exact configurations, as this may vary window ar, windows.Opening sizes shown here are lip - ——————————between manufacturers. Consult Architect o It lans ard/or 4" PORCH FLOOR Ipurely schematic.See Floor P Iif there are any questions concerning this Ua IDoor&Window Schedules&ElevaLions exposed rafters situation. I ........ ..................for sizes of openings.See Wall Sections for window(see Window Schedule for type, n wood beam thickness of wall. wood column------size&design) 0 Z W IX4 casing over exterior sheathing 0 Step 1: Extend sill flashing 6"minitnum .......in L ew hiere ks e each side of opening or 2" past edg,.of windowjamb over slihn space as rec -exposed rafters IIt openings&wrap Lip over sub-sill Iwood bracke U) `d d �d jamb casings(if larger than 6")for xood id over 2X4 stud flat casing cut from ix6 over 0 ..........II6" minimum each side of opening-interior sheetrock finish Step 2: Extend tO mil vinyl jamb wrap Iiff 11 Iseat these locations thorouL,hly with 2:32"x,60"do 2:32"x6O"double hung',JL cut jamb Nvrap at angle as shown where wrap meets sill&extend over sill IE I--a-p-is�notshown on Iflashing as shown Iexterior sealant Note: Vinyl jamb w IIfinished grade 11 E door&window details for clarity,but I........... I..........should be installed on all exterior I)ZT FLOOR FF IIIopenings as shown here. I ————--IV -411 PORCH FLOOR . . .. ........(L I0 minimum each side of opening AM V Id Z Step 3: Install head flashing overjairib ashing&extend head flashing 6"Note: Head flashing should be run u ..........behind wall sheathing whenever U) po 0 U) ssible.window(see Will _Iw Schedule for all Setbacks in field 1 V size&design) I4 d EAL R Verify all Setbacks in fiel IIIIB/A3.2 114"=1 ' FRONT ELEVATION WINDOW MULLIONDETAIL WINDOW JAMB & SILL SLCTION/ELEV. Opening Flashing Detail ELEVArilONNOTES 1. Do not scale Dr�Nvings- Use only dimensions shown oil drawings. 1fdiniensions are in question, the builder shall be resii�crlsible for obtaining clarification before Ih hA- ,-- erify all dimensions &conditions at continuing with construction. Builder shai 4 plit 0 jobsite. ridge cap iied Liles s Finish -0 roofing 2. hown are approximate. Verify that finished grade slopes 5-Vm6ta on away from building for at least 48" outside building perinieter. Builder shall e stablish finish floor elevation in consultation with homeowner. Builder sh 11 take into account design intent, including number ofsteps, water table masonry,etc. Builder shall also as sure that there is adequate clearance between finish grade&any wood construction.rW. od sill Gutters & downspouts may not be shown for clarity. Homeowner may elect to gyp 3. See details for exterior materials not shown here. If flashing as showit 4 both sides; e�,tend use rain diverters over doors & walkways in lieu Of gutters. The Architect�Uok IP 3 @ WILE 2 Suggests omitting gutters if there are any trees in the general vicinity of the 12 house since stopped-up gutters overflow, eventually rotting eave trim.Prop erly-plann ed French drains in the ground below eaves can carry water 22'2� successfully away from the house. ffgutters & downspouts are used, locate to -----ridge vent house, adjacent structures & property line. -V meta allow drainage to flow away from 5 /roofing Locate downspouts in non-visually-offellsive locations Do not locate — exposed rafters 3" downspouts oil front face ofhouse unless shown. The Architect suggests the use 3 19 9'-6"ATTIC FLOOR... of traditional half-round gutters & round downspouts Should the homeowner rA 3--21 A3.3 12 3 L 1,elect to install gutters &downspouts. I .............All stucco joints shown oil elevations are control joints unless noted otherwise. IAM LI Ystq 5. I I,ch,tprraceiMpa Oor 5 IU IIIIrT 12 4 Space stuccojoints equally as S11OW11 unless noted othe ise, (EXISTING) I-9 114" HEAD HEIGHT I6' I.. ..........6. All COILI11111S shown shall be Architectural Grade. This grade includes IIShutters shall be sized to match actual window openings. Mount with hinges & IIII7. Isis (taper). t correctly-proportioned base& capital details&proper cut. IIhold in place With Shutter dogs located at bottom rail as shown. It is better to use exposE d rafters re replace existing windoW9 replace xitin�windows e existing window replace existing windows.1, plac 32"x,50"verify 2:36"x,60"v to use the common fake screwed-on type, which are wood handrail ...... 32'K60 veri 0"ilerify erify no shutters at ll than 3 "x6i II ...........Shutter, they niust shut. II............I......... I ................ ...........I-Oil Do-Nothings, since they do not shut. To be a vertica I 1x8's IDOOR SILL JAMB SECTION/ELEVATION technically known as Screw LA EMN I11 [11 II....................... .......... ..........IIIIL I hu IIIs tters wood cap IOood IIIwind i i................. . ............................ porch roor i curved I O' 2ND FLOOR 1 0'-6" 2N D FLOOR /-61 -6 + I ..................... i ........................... e ngle siding ......... ..............I .................. I...........SEALANTNOTES lip II ICH FLOOR I_ II12 I .............. II ............. ...re IIplace exist I3 ing window.......... I4 I32"x6O"double hung Use materials appropriate to the application for niaxillILIIII life and optitnum IIII ............... (ver(ty in,field) .................. IIappearance. All joints should be Sound, clean, dry & free of contaminants. IIIIIIIConstruction Set Caulkin or sealant should be applied n n ith spec data sheets and ...... ................9 7-1 114" HEAD HEIGHT II.......... IIdations. Colors shall be selected by IITmanufacturer's specific recominen IIIIexposed rafters— Ihomeowner from manufacturer's standard colors. Caulking or sealant shall be IIdow Pr wood beam-- ........... lace existing win installed so that finish surface is smooth, even&regular. oject #: Iwood bracket--__----v 2"x,50"double hung r 2. Caulking shall be installed at interior dry joints between dissimilar i aterials as x44 DH (vertr El ............III -1 W 14001 IIrequired. IF II1 011 II ........... 91 t all be installed at exterior or danip interiorjoillts between ...............Sealant sh. dissimilar 3. Date: 0 materials as required. I ............III ............ 3/2/15 I ..............I...................! L manufacturer of sealant .......... IIIIIIIIIexisting do�r Prime all substrates w/primer s recominended by ............ Apply sealant from the bottoill LIP. Apply sealant when finished grade ............. �,:, I Y pproxiinately lialf-way between design extremes. Use flexible open-cell ..........Ialn replace exiiiing window joint is a IRevised: III................ i - 32" 60"dcub Bahama Shutter I ............................... ............. /e hung ......... !I! j� jT create a sealant joint no POlyLirethane foatil backer rods at all butt joints to vert y.,r field)I ............_1 I 1 . . I-I - I - 1 I-� 1........................ ...........thicker than i/2 the width of tile joint, but in no cases thinner than i/8" or r6 IST FLOOR FF F IIthicker thall 3/8". Lap joint depth shall be no greater than 1/2 the width of the FLOOR-4" PORCH joint. .......... I........ I .......... IIIIISheet SIDINGNOTES .........IIL Exterior siding shall be Hardi-Plank or boineowner-approved equal installed as IISiding design shall be selected by homeowner.per manufacturer's instructions.2. IIA3 , 2 3- Surface texture shall be smooth. /4"=1 A/A3.2 SIDE ELEVATION Consult Architect if there are any questions Consult Architect if there are any questi us Note:Details of the shutters are concerning this situation. general in nature and may not concerning tIliS Situation. flared shingle siding over plywood s cers or represent exact C011figUrations, as Iblocki as required this may vary between iiiantificturers.Ice& ater Shield or equal cedar shingle siding as detailed elsewhere Consult ArcInt-e-c-FiF_eave flashing over roofdeck / x?2 edge stri e schedules,deails&specifications) over c Wate IT" there are any questions'e at shingle roofing over I r Shie d or IL concerning this 9 >-1/2 Plywood sheathing over 2x6 stud Tal on Ix6 T&G wall w/inturior insulation&interior situation.finishes as shown elsewhere All shutters shall be hinged to be operat-ionl. Size shatters to fully cover window ............w lieii closed as shown ix6 on back side 12 plywood spacers or blockin as required over T&G board T 3.............. .............. lice&Water Shield or equaf flared shingle siding over sheathing over wall as detailed elsewhere 12 2x4 vertical—" 8 I81 8 eave flashing over roof deck w/1x2 edge st bracket cut from 2x8 :2 cedar shingle rooting over Ice&Water Shi,d or ................. Copyright 9)2013 Starr Sanford equal oil lx6 T&G Design Associates, Inc. All rights ........... ............exposed rafters d. The design concepts, reserve cedar shingle siding t metal roof to wall flashing drawings, written ma erial, and .......... ............5-V metal roofing ecifications of this document are ...................... -1........ ........... 19 �e p roperty of Starr Sanford Design ........... ............. t 43' ........... so ...................... ................ ciates, Inc. No part of these A documents shall be copied, disclosed ............ A ---------------..................------- 1i 11 1T T!TTT.......... 11 I T I JTTT I 11 I I I I I I...I....... ATTIC FLOOR J--, to others, or reproduced in part or 11 I f-,f f(f f F F 1 17 1i I I I I I I I w o e in any orm wit out t e written consent of Starr Sanford metal roof to wall flashing De ,A iales, Inc. Do not scale sEsce�iven dimensions only. Sig' exposed rafters gs .. ........ d awin GHT 2 HEAD HEI I f or s n verify the correct (EXISTING) Design Associates, Inc. Contractor dimensions with Starr Sanford ................. cedar shingle siding Ishall check and verify all dimensions and conditions of the job site. F77 71 IV, L__]9 El EL ELI] MEN �]E[ FU I J I.................00 exposed rafters ..... ...................wood brackets 77 cedar shingle siding .....................H U T T E R ELEVATION wood ca BRACKET ROOF SECTION ------ .....IR----------�, . :5x5 solid wood beani ..........replace.existing,windows 6:40"x6....................... ........ ... .......... ............. ........... ..................... -6" 2ND FLOOR ........ ...... I O' .......................... ............ ........I....... ......................TE S ................ ..........ELLVATIONNOTES TRIMWORKNO T i ........................................ 2 .......... ............. --- ------ ---- A3.2 A3 2 1. Do not scale Drawings. Use only dimensions shown oil drawings. If dimensions i. All finish work shall be executed by trained journeymen and shall be filled, .............sanded sulooth and ready for finishes. Triin niaterials should be tempered to are in question, the builder shall be responsible for obtaining clarification before 71-1 1/4" HEAD HEIGHT ............continuing with construction. Builder shall verify all dimensions & conditions at anibient project conditions. All finish lumber, trini, moldings & inillwork shall have a Moisture content of 12%or better.obsite. Iexposed rafters---2. Finished grade lines shown are approximate. Verify that finished grade slopes 2. Exterior fascia shall be backpriined 2X finger-joint redwood screwed gc corners wood bracket— I(see Drawings for-vNidtfis). ........ ........It? .......... ..........away frotil building for at least 48" outside building perinieter. Builder shall Iestablish finish floor elevation in consultation with homeowner. Builder shall 3. Exterior soffits shal.be backprinied i x finger-j oult redwood tip to I I" ill width 2,3 x6O' double hun :32"x60":32"x84 15-lit-prinied exterior hardboard if greater than i i"take into account design intent, including number of steps, water table niasonry, or shall be I/2" sinooth factory Ietc. Builder shall also assure that there is adequate clearance between finish grade wide (see Drawings for widdis).Exterior cornerbo irds & casing shall be backprinied 2X finger-joint redwood ............... .......4. I&any wood construction. 007 3. See details for exterior inaterials not shown here. (see Drawings for idths). ............... .....Interior tritnwork shall be shapes as shown oil drawings. ..........Lf) Gutters & downspouts may not be shown for clarity. Homeowner inay elect to 5.4. use rain diverters over doors & walkways ill lien of gutters. The Architect I ST FLOOR FF IST FLOOR FF4 -grade—illy trees in the general vicinity of the -411 Po RCH FLOOR suggests oinitting gutters if there are house since stopped-up gutters overflow, eventually rotting eve trini. A3.2 I4x4 vertical -planned French drains ill the grOUnd below eaves call carry water 2x8 Properly bracket cut from Successfully away froin the house. If gutters & downspouts are L sed, locate to allow drainage to flow away froin house, adjacent structures property title.ce(lar shingle siding as detailed elsewhere Do not locate ILocate downspouts in non-visually-offensivt locations use(see schedules, deails&specifications) over plywood sheathing over 2x6 stud downspouts oil front face Of house unless shown. The Architect suggests the finishes as d1owil elsewhere insulation&interior wall w/interior of traditional half-round gutters round downspouts should the holneowner elect to install gutters&downspouts.All Stucco joints sll'Ow, n oil elevations are control joints unless noted otherwise.5 ,Yk ally as shown unless noted otherwise.Space stucco joints e4u,6. All colunlils...S,Ilown�sliall be Architectural Grade. This grade includes A/A3.3 correctly-propaid6iled base& capital details&proper entasis (taper). REAR ELEVATION BRACKET ROOF SECTION 7. Shutters shall be sized to iiiatch actual window openings. Mount with hinges &hold in place with shLI'ter dogs located at bottorn rail as shown. It is better to use no shutters at all than'to'nse, the conniorl fake screwed-on type, which are technically known as Sicrew-On Do-Nothings, since they do not shut. To be a IConsult Architect if there are any questions Shutter, they un-ISt,shlljf�_�Wl concerning this situation. Icedar shingle siding as detailed elsewhere e schedules,deails&specifications)over plywood sheathing over 2x6 stud SlDlNGNOTES 1/2, W wall w/interior insulation&interior finishes as shown elsewhere ridge cap I. Exterior siding shall be Hardi-Plank or hoineowner-approved equal installed as per manufcturer's instru cti oils.5-V metal roofing Siding design shall be selected by homeowner. iffittl t111111 1111111 V11111 MR11 [11JIM WHII ul,lli'l RUIll 11RIE U11111 1111111 I.J. -ice texture shall be smooth. 3. Surf wall to roof flashing 12 RINE 791 8 flashing over roof deck-,v/lx2 ed 0 strip (D eave 5-V metal rooting over Ice&Water Sineld o equal on lx6 T&G 5:_28"x36"DH ridge vent REIM MFIM 5-V metal roofing exposed rafters 19 ATTIC FLOORd-,, A3.3 17pv 12 3 _u U LI u u Ii u U i 71-5" HEAD HEIGHT 12 T 12 8 exposed rafters ......... ..... . ...... wood handrail .................... vertical 1x8s 8 ME MEE ]II BED 4x6 bem— ............ ........... .....I ............................40 s utters p I_14de e)�isting wiridi wood bra 8 ocel do s ro e, L's in ,i do ws re p q wood window in ows _p casing fify 13,011................A3.2 ..........4..:3�"x,60,"..v0.rifv I 1 , -V 34�-1 1 4 wood cap-------— 1 : I . I .......... ............. d ............ ......... 10'-6" +/-2ND FL wood window casing i i roof to wall fla............... .......... PORCH FLOOR'-iW _.ngie slain :]:��curved roof 12 a.......... 4 A .2 ..........d fters ...................... ............ �2 .................... ::E F-----------------f �v A-----------!,_ 71__LL_� t---------------------------- �r T truction Set Cons 1 114" HEAD HEIGHT 7' .......... exposed rafters wood beam wood column IMF----------71 11111,1]" ,11 ----I I I— 11 I I , , 8 F Project #: 14001 ,13:32"x66"double hu&Slide Yx 7' Date: 7- I ................................... 3/2/15 replace existing window-0 El replace existing window 32"x84"15-lite 32"x84"15-lite ........... Revised: finished grade T[En IL I ST FLOOR FF L 4x4 bracket FIE TIF TIE window casing(see details elsewhere) T;� P I I A .2 PORCH FLOOR(!� cedar shingle siding as detailed elsewhere(see schedules,deails&specifications) over ........................1/2"plywood sheathing over 2x6 stud Iwall w/inrerior insulation&interior finishes as shown elsewhere IMOW r Sheet ..........III................ A393 B/A3.3 I 'tu f t 't he 'o ove re are any que'n i's wo gd r P'y 0 ' cers or q I fild e/a r of , o de_k / edge_so oer & Shi, or,P SIDE ELEVATION BRACKET & ROOF SECTION I 11 eave return flashing shall be continuous \ �� rx4 ftscia on exposed rafters rake flashing &un-seamed cedar shingle siding eave flashing --> rx otr ex osed rafters v\� 4 p A4.1 flash roof to wally \ < \ hold siding C of roof �� - I'll �. ti 2 o11 I \ 12 - M \ s \ 3 -, ..... - ,; [--� r k-_ ,.sx \ A4.1 — -- -- — — --- — -- — -- � lX , : A :At2aeeacic f.Lu;iJt.ca3, r'tzuifiv h ��M r 3 - - \ _ A4.1 r \ ., \ 1 € a,;� __. - _ ._.. ___ __�.. _ ,.ar,:,an!!t id-i>.;u r,". Xi c,06-M'i? \ « , I Copyright ©20x3 Starr Sanford ....... _. a�x� eave Ilashing over PT rx4 edge step \ Design Associates, Inc. All rights f -v crim metal roofing over roofing felt ,,5,, 5 P g g reserved. The deli n concepts, : \I : ; :. g P over 1 wood roof deck T&G where _ r .. ;'., p Y ( drawings, written material, n € < \ aterra and \ 4 g .. ,, z I o ed over 2x8 rafters 2 OC ali n ',. , exposed) >.. ,.. P ) 4 ( g ._. \ s�ecificationsf hi- --- -....._.. o t s document are f - . , a ¢s v roofin seanns r : „ . __ ...rafter & c . . ., � r ,; ,. << ._ „>.,. _, . >�:g: ,, < , �.. __.... _....._. _.___.. �. ,,� ,.:,,r 2�`°% te ro ext of Starr Sanf r Desi n y , „ ,,,, i P P Y� od g: \r - ,, :. Asociates, Inc. No part of these .,-x,- .,,,,, x . ", max„ documents shall be copied, disclosed SIM. , .� �-.. >� ?9�r4' P :.,,. ,. ... ,,.,.,.., �. , �. . �..� , .. �/ . „ .,;-, :�.� ., „ to others or reproduced in art r <F., d o i s, x P P ii�,a1.<F .l.' n, P , \ , whole in an form without the ; , ,' 3 : t _ written consent of Starr Sanford \:> \ Design Associates, Inc. Do not scale z: ( -. g „ „ . „ """A a, g m drawin s. Use iven dimensions only. r 2 : �'' h, g g Y F t� If n t sh n verify correct i ,r11 o ow e r the co ect 2 �.� Y off.. r �l, iJ dimensions with Starr Sanford LU .,,<, , \ ,,, 2 fi: : m a I , r ,,,. N 'ai ;R i r : ,. ,. _ _... -� .__---... ------- - � x. ,. m. Design Associates, '� ,f r Inc.c. \ IN „y '. s A4.1 a shall check and verify all dimensions s, w fY . :r v' <, s, Z J„ 2 a > IEL f �,� and conditions o the job site. s': 0 1 A, ---- �,<, r.., a r -.._ �`>^> , .. ....own „ . .\.. ,,, .. .... ._ .>. .`�. >. � d-, r _, ,:: ,. - > ...... .. ..r,.as ...1-41 ¢ ,. .. .. :,,x�:.. . a.,,., 11 �. .,,, .. ,., \ ,,, ,_ ,. f, ,,,,,, ,....,..... z -_- ,. - -. 1 3 /, SAVE RETURN DETAIL �� 'O , w � o _ 11 11-,; y .�. :� ..x z;g - : .... IF , 11�111- @ y �� - "-""""--",��', — rake flashing a id,-r roofingiii�� a��t // Y r P ,zP d 2f¢ t f, a Y g / 9, L1 Pis 3z c 3a,y £_ ,A"\, T .. 4:; - r subsill N flashing over r 4 on exposed rafter A2.5 \\ - �'r `\ sill casin From rx6 rx6'f&G where exposed I \aa ` \ sill Ilashing A "41,i , - tx8 over head c at from tx6 y �� run sill flashing up A4.1 see finish detaile i elsewhere �� I \„ s E <5 a dormer walls 6 ' � � floor — 4 ¢\ ll — �/v 1 I ------ ---- -- — t _7, a c r `�- ,011W-111 I'xM:L '3";.. �.: ' 3r` AIRr x< a ..se •ee + g 1r � � \ y'/ NS r , � I"I Ig,I,0""", ,,,, �=) 100 r rz u '111 / r T �,,��,,�,,�, I — — -- 1,-4 w r; \_' ,. ...... z r „ ti <.. ;. \ , .>> x r , .,..y. \\.--,a ,�..a 3' do T vlll .a. max.. .a „. - >- �..J. 1 11 .a: sf :. ,. ,, .- f ,,.a. ( / I e� :p K ,,,,, :, ......-,.....T...1 4,,,,,,,1 ., ., ..- .,. .. /.. A, .N ax5 u L .n.,.r >.. ..�.. "b 3d Y„ r, x. > \ .', a ..,�w,r „ ,x'. .. .r s_ _,- .. ... rx blocking over raking 2x ., ... . < : \ �, \ ,,. �_ . ..,,- ,.,..,.. ,a.�,, ! 11 .,. 3 2x nihil OC r �\ .:,s „ \. ; r 4 , _ 4 p y, ar ;, i �. -.. , „ c• ,, \... ' oveIIPr __ !,. .._.... cedar shingle suiur over sheathing o --; . g ., g g wx,- ,, \ : „ .. ,,:, -,.-., ., .,.,,Q ..... e.. r ,\ a,. .,. 2 , r .,n,r,,,M, w, „u. wall as detail ed elsewhere „ y, .. . >.a a,., .:,.r 4.. ..,� \ x 6 T - i , �, \ �. F, .. :° < _.._ i._ ,, ; „a, ,. . _, „ ,. fit',:, I r ' F, 11 Yri, . t \._ ,, aY. -:� �. r 11 I II 11, 7 ? ;s< ,, x : d .., s 1...n _. r I : ...,::,., ,. .. fir/ ,..,.. \. ....:z I a,. ,i', ✓ .,,,,t'-.N ,<" , ,. i., . . -., \ - - ..� , -.., <,. . ., !. , .� , ,_ ,r ., ,, „..,. s \ Prr ,r, ,,,,,...,N r.. „.rz -.,, .. .. > ,<x.. E.. rI 'll.�, . ,..<�, f i :,. .. i, ai',, ,..; \\,,.,., .u. .¢. ..rax.',. `,,:; r ,,,. ,, " -�� , , -----T --L—----l—- -i� - - r— - ----- - - = n ..> ,, v�... ,,. .. ,,. /, ,: r .,, .. ..,,s. ,-.- > r. ,,. <„�.. „., , >,.. .. -o r,,. Vic, " 4G$ _ , is ,. ...r ... :. -, _, ..,r. Y -:.T .. z 5. /.. — j r. ........,eas ;,,a,c 7 E3 C i ,i ,,.., ..,., e. �. f,. Y, ,-,�s,.. .- e 1O ,. ,, „, I� u , - „ -. - - f,, . ,, „ „,,, a�.,. , , 1 . „ _ _ 11 \ - 1 I, , , „,< U11 f L.. �11 L` m.:':, .,. s�a.E oRaw:ry�> �- ,E 7 1 1/2 8 • RAKING SAVE DETAIL ❑ DORMER WINDOW HEAD DETAIL ❑ DORMER SIDE ELEVATION DORMER, FRONT ELEVATION ct J A4.1 1 O A4.1 1 O A4. 1 1 O A4. 1 \ 1 O '� � , oof dc -k over 2x6 doriner Note: This detail is general in nature and • • • Note:Details of the window&frame are 5-v e rip metal roo a r over roofin felt may not represent exact configurations of • . . • .•. ••.• •. general may no reptes r C f't;; \ r fte.plywood4OC (ali t :afters&5-v ofing I11 in nature and C e this project.Its purpose is to illustrate the • . • . • . exact configurations, as this may vary �� various components and their relationships. • • between manufacturers: Consult Architect if �� lean s Confirm configurations&dimensions not : . •• . • • . •• . •• ' • •• • ' • •• y questions concerning th • . •.•• there are an qu is �� shown herew/wall sections Lc other details. : • • : . • situation. ----------- --- - ------ --- --- --- ----- - ^1 Consult Architect if there are any questions . . _ Z �� o z concerning this situation. • •' .•• • •' � ___ � LU \ W • 6666 . •• . . •. •• . . - 2 0 5-v crimp metal roofing \ 12 ' N 2 over roofing felt over \ V J '. � � plywood roof deck over 2x8 �� 3 �' 0 dormer rafters 24" OC (align \ \ interior finish as indicated elsewhere& rx6 T&G where exposed rafters&5-v roofing learns) \ R-r9 ceiling insulation rake flashing under roofing,run out over window see Window Schedule for e, p`4.1 rx on exposed rafter blocking to match wall stud thickness 4 ( YP existing house rafter/fraarring beyond \ 4 p above roof surface for attachment of size&design) sheathing&step flashing 1/2"plywood spacer between studs 5-v crimp metal roofing turned up behind 5/4x6 Mullion casing _ sheathing 6 minimum to lel cut interior casing from rx8 roofing felt(lap joints 2"rninirnum as ID M �� M -iv �� cedar shingle siding over sheathing over A4.1 shown)over roof deck -WV wall as detailed elsewhere 1--t rx8 over head cut from rx6 z eave flashing,run out to drip over rx4 on 2 z exposed rafters cut as shown w s t O 0 1 -7 I- Z � I i1j� a/ 71f''r1 t 2 2 l7 W F- � rf/J. s a N 17 w a 2 z �t r!t f 'f1 r a 0 new sheetrock covered wal 2 0 w w � J \•. \ 2 2 2 s,r : ,, 1 t wiucio�v (n i0 °' � r,+ft 7� f 6 hoof continuous with roof beyond m � w t/ ,qA �/ t f'1 r �t % %� fa r r/ t J:/r ..:!tt. A4.1 A4 1 2 W 013 S-V CRIMP FLASHING @ FRAME WALL 3�0° A4.t 6" WINDOW MULLION 2 , i -I,- lie "5 A4. 1 ' o" 0 '. F o 2 W wall to roof flashing siding over exterior sheathing over wall Note: Details of the window&frame are 2 as detailed elsewhere general in nature and may not represent -J metal base flashing shaped as shown exact configurations, as this may vary installed w/continuous clear so that there between manufacturers. Consult Architect if 2 are no exposed fasteners there are any questions concerning this 0 0 situation. X window(see Drawings for type,size& =iN design) 2' t° O new floor decking on attic franruug N Construction Set .-1 n', I,, I 666AMMMMMMMN6666663 y � � �\ 1. 1 6 6 6 6 6 M 6 6�7 M 6 6 6 6 6�6 61 z subsill as detailed elsewhere .s:i:.,. , .: � is a� ... r"sill nosing over 3/4"cove&rx4 apron WIRQ Project #: metal sill flashing shaped as shown 11 6 (provide cleat as required to attach bottom end of flashing fnnily Co roof; do 4O� NOT use exposed fasteners of any type) ' l l dormer wall as detailed elsewhere (see N Date: 15 schedules, details&specifications)-, 5-v crimp metal roofing felt over 3�2� sill casing from 2x6 w3 Revised: plywood roof deck over rafters (see Wall !Z� Sections) ir 1 cripple rafter header A2.5 r>� 11 , Sheet x, �.�E o�.w:�� xA�E oa.w,��. "vaw:��. =�a.E � �1( 7 A4 . 1 19 WALL OVER ROOF FLASHING DETAIL 3" ;; �� DORMER WINDOW SILL DETAIL 1/2 21 LONGITUDINAL DORMlR SECTION , 23 TRANSVERSE DORMER SECTION 3/4" A4.1 1 -O A4.1 1 O A4.1 1 O A4. i 11-01, wall as detailed elsewhere °` align rafters either side of ridge and provide' rafter ridge straps at every rafter to meet or \'\ v" exceed all wind load requirements,and u z �` \ 5-v crimp metal roofing"over roofing felt 5 v crimp metal roofing over roofing felt 1 \� \ \\�\O requirements oflocal authorities over existing roof deck over rafters over existing roof deck over existing rafters * I �� I (align rafters&5-v roofing seams) ; (align rafters&5-v roofing seams) y.`�� , j t \ 11 I . �a I, 1flashing,nm up behind sheathing and out to 1 drip over trirn cut from 2x4 as shown 2+8s +8s' ,_IN \ti;intia° �.=;acfl i,r:a„ 1'::citie ® 12 ® 12 - �� 8 ' ..,in..s I E ..u,ix 7 t. ,,I., 18 ^IN th _9'-6"ATTIC FLOOR 5 v crimp metal roofing over roofing felt 9'6"ATTIC FLOOR N a E csFr-,.� - u t' ,�'a4 over ex+sting roof deck over rafters -1N (align rafters&5-v roofing seams) , •• 4IN Copyright ©zoi3 Starr Sanford existing framing In Design Associates, Inc. All rights ----�- " reserved. The design concepts, drawings, written material, and specifications of this document are interior finish on roof framing w/insulation the property of Starr Sanford Design interior finish on roof framing w/ins ation P P Y g „-- 12 Associates, Inc. No part of these 1x6 T&G where exposed 3 1x6 T&G where exposed documents shall be copied, disclosed eave flashing over PT 1x4 edge strip �` eave flashingover PT 1x4 edge stri w� to others, a reproneewithout h part or 9 P whole in an form without the cedar shingle siding over sheathing over 3 cedar shingle siding over sheathing over 3 written consent of Starr Sanford wall as detailed elsewhere w/interi r finish wall as detailed elsewhere w/interior finish A2 5 Design Associates, Inc. Do not scale &insulation A2.5 &insulation 1 t„ drawings. Use given dimensions only. z If not shown, verify the correct interior finish on roof framing w/insulation dimensions with Starr Sanford Design Associates, Inc. Contractor 1x6 T&G where exposed shall check and verify all dimensions eave flashing over PT 1x4 edge strip - and conditions of the lob site. cedar shingle siding over sheathing over wall as detailed elsewhere w/interior finish RIDGE STRAPPING DETAIL Ag j RIDGE STRAPPING DETAIL �, o„ &insulation ' t a t1,.?l:,'.t.�€`�f,i:..(i :'Sk6f �i;;•it."`r,�ti �t 'hiz.1&}.,ilt� , t' l� rv: Z l7 F Z sheathe entire house in i/z"plywood 1� / �� x P stack upper level studs over lower level studs ;may ,, w rn It 11 I so that wind strapping ties studs together j reinstall 1-1/4"wind strapping 32" OC(every '� �i x II I ~ � w n 3 1$, other stud w/ioo nails; engineer to � � f 1 111 llfl;kdetermine end lap to meet or exceed all ,W,fi,r + z MlN wind load requirements and requirements ' J I � � miv oflocral authorities '� �€ ° �� in 100 It tp / alt t/ i"i'a ti� j a s & ' �\ 3r. ✓ v: :h iI 'illi jj,({t artiE i} t I71 ylgppt ,q)I� e/1 `3" f�� n a E:it�(Ilf(ltl'f11�jSt1f �� 11tlti1 { �a rj- €� f 1� �j/,I)„�,f dD ii�.��l��St/I'ktf 13'x1,?� .}}� i{f /t i �i ��'`/ t ,/ //' ��",y e11"llFi ltiilt �t��j €t �'�17 f i r s tf f 4 l r F ..t ) ( �. 11t" �i/I` - rl{ F �" " ��, i�s��y�� tfl4f' Y� t(f8�( I ./�..,�''ii( f +€rtv i Itr �6 �i a //) �l Ill��R 7 r t t -_r�,�//�' �� / �� lrrtt�( �aFNtt�t�{tt 1�� / , �lr/-, l i ( 'fir f ` t ry { !l i , 'f, t �; ll.,Jil ,ii 1 IfY 11 1 t f( 1 y` ff it lit { �r�i} F l Iz i r ! i� "41 il/l f �L t( /11 �-4 !. t+ i�'a1 /f1 ', (afl`71 yy'�(F ��s ,fa i t i! ` 1i\ {! ..3 y ..f li rtu .f! i »g ay -, a i i c \ e�x , l (+PF {((i fI }l ,"fl'ti ,� � 'j t !t� 1 U/ ,J/ .i 1,7 fff •ef7•i�. E (a\\.�1 ��3 e i ill `1\11 s. a1fft�fr rft� 3 31.i l ;L� Iii i �{�',rh r: f a S :( { /j/7f Itll . l9ilf/l� �� 1�l rr I it vl r r�. i v i 3 11�t a z r 3 i l illi l�f ( r€ $ a �. �// t 1grIS V�! i I1�,zlltI D�il}i ";,,r' tiniljt f 1 '�il! �fi"' rl��i �1/ € :>_>'Hii, ��,i(tl!!(IF ijf�1' ,��a1�t 4 `/It(� /''/,g s , Itif izzizzc }t{11 .. f/ t ifLaj�, '" vj t fitt�l/r �"j t.{ p u1it ,t i✓/�i iY t (/ � fllit i,,t l Z l f it1 @ I / t tt ! i l l ? 8 i �i! :.y t f .li t ir1 r t (B�. \ 1[¥ r ff i 1 I� ��,e f A9.1 A9.1 a 1r it r ( 11 A9.1 t 2 I It {llti��(t( ��1�j$ ? i�' Z j�fJ (f/;'3tfii 8 a f �� 'El 1�1q Fittt r 1 �� „ d + ii;l�irF`:. f fr3 a 5 v crimp metal roofing over roofing felt lt!a$�1�. / + a\\ z, 3t OC j r sf,! r a !n z�f//over plywood roof deck over 2x8 rafters j I'll f( l \p. � fTY X111} F{�( '1/f tt/i (align rafters&5-v roofing seams) Cz s{1fi, i f r fr f'' ji+��r %q 11,3 \F w l wood floor deck on floor joists s e Floor l wood floor deck on floor joists see Floor plywood floor deck on floor joists(see Floor i,P lz i t s 1ti f"'tl r'� ltf, t Y +r r <l (i 1 t \i f, \I P Y I ( P Y I ( / Framin Plan w b t //Ji ,I{,{)111 ` t t j ��7777. 1. r Framing Plan) w/band joist at peri eter Framing Plan) w/band joist at perimeter g ) / and joist at perimeter 1 Q, M il,l f; 11 �P>, 1 .tn �Stttt�jl i fa=F!333 p� 3 t i�!lJ lt`t ..t it�ig`°j�� 1 W �'� itn titt{ r[ e�;{e.r rJty vil,..=<r .tj € F �tr g + 2ND FLOOR f.-I Fff '?" i{jjt It�' v1 t 1 it i; t ! r �t � ( { F 'tf��•=i iii ¢ O -existing framing O � s9}$ ! tf..i a .: iiii';�il J O i i 1 fg - 1` L .a'i l us .l :t t Jr .'''i,;' 1{{i 2x12 s 2x12'5 :y}'FFI�� /r I,:r.•ry!? a ..t..1tt ik v fl:l.p� t. J ii �j t � ,i 7r nt�i Z 't,t,,. 1 2 rl li)iLi t t�' ;i�;,�f{',a.'fr/¢�� .�t��w,� �r •.r, it �\ • 9.,t Ili" t� F1.f.i t{:i�! ,f..•��.;ailai� L i.. } F 4 It �It f r { ,•;•.tii�� $s. .<.,+,t,>•,xa �,.� I� :.,. "ll3ii't"i � :.3f zr,, ��i,t33r1 it;1 � u�/s'�;}�aitJ,ii�t��r��1 �at�it� �V�,f it f €,ti,��G ivy 11,E r. {I i,�' � •. �\ r i .... i 1 / ;r,.=?i„'�F,,,�«3f,71f .=1, v'::.. f ` ., €`;;°.. sheetrockce+lin attached to floorframin 's y ��4 ( fi�/ f l.tit�lltjs�_ l'F r��f ifs�' } ,t�� its .I:x at I sheetrock ceiling attached to floor fr ming sheetrock ceiling attached to floor framing 9 9 J ) - n :v11 ..1.�{. �s� .7�:�, ffr Ht.' l /�.; h1?�n �. 1. �';1�� ,-- _J 0 V 1 \• As t STRAPPING @ INTERMEDIATE FLOORS 3�0„ 11t r� interior finish on roof framing w/insulation w . Note:stack rafters over wall studs so that 1x6 T&G where exposed loads are closely transferred as shown. z eave flashing over PT 1x4 edge strip 1 '911 install hurricane clip to tie every rafter to cedar shingle siding over sheathing over double top plate and another clip to tie top wall as detailed elsewhere w/intenor finish plate to every stud; engineer to &insulation n determine clip specification to meet or FYI exceed all wind load requirements,and _ rnents oflocal authorities, but in no case sh ll clip be less than Simpson x8 V L V L M� c 60 3 bp 6) rn ^, C i V V I n aD , ^ -a cedar shingle siding over sheathing ver cedar shingle siding over sheathing over cedar shingle siding over sheathing over cedar shingle siding over sheathing over wall as detailed elsewhere w/interi r finish wall as detailed elsewhere w/interior finish wall as detailed elsewhere w/interior finish wall as detailed elsewhere w/interior finish &insulation &insulation &insulation &insulation 19 19 1 19 19 13 flared cedar shingle siding(see deta'l) A9 1 flared cedar shingle siding(see detail)--- A9 1 flared cedar shingle siding(see detail A9.1 flared cedar shingle siding(see detail A9.1 A9 i RAFTER-WALL STRAPPING i, o„ flashing- flashing flashing flashing J finished floor on 4"concrete slab ov r VB o ler finished floor on 4"concrete slab over VB o 4' existing floor deck on floor joists(see Floor finished floor on 4"concrete slab over VB o 4' Consult Architect if there are any question, existing concrete s/ab as per strut ural gravel fill on compacted earth---� Framing Plan) w/band joist at perimeter gravel fi//on compacted earth---� concerning this situation. 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Ag.l g ,' o" Ag. 1 Wall Section through Eave 1'_o'i Ag. 1 Wall Section through Eave t'-o" Ag.l Wall Section through Eave ,Loft \ \0 �� N \\ " 5.-v crimp metal roofing over roofing felt �i ck over rafters �, I "I'll (align rafters&5-veoofing seams)- ,� \ ':; r existingover 11; roof i \; y, 1, \\ A \\ \\\\\ +mss N `1 IrMMMr I , I i break flashing(See roof plan) break flashingrake flash•n 9'-6"ATTIC FLOOR 5-v crimp metal roofing over roofing fe t J 9 - - - -- - -- - - - - -- - - - - - Copyright Olba-_<��, €t -�sr;; eave flashing over PT 1x4 edge strip .,..I< €t. over plywood roof deck(T&G where �iN 5-v crimp metal roofing over roofing fel exposed)over 2x8 rafters (align rafters& 2013 Starr Sanford S-v roofing seams) =YYYYYZ N�7NYZ66YYYY� over plywood roof deck(T&G where I Design As Inc. All rights existing framing exposed)over 2x8 rafters (align rafte & reserved. The design concepts, _- _ � 5-v roofing seams) drawings, written material, and N specifications of this document are interior finish on roof framing w/insulation 2x811 the property of Starr Sanford Design s _ 1x10 ledger A So 1x6 T&G where exposed �� documents shall r cX ciates, Inc. No opied, disclosed 12 to others, or reproduced in part or cedar shingle siding over sheathing over '�w `` � 3 H " whole c any form without the wall as detailed elsewhere w/interior finish written consent of Starr Sanford _�N �,N Design Associates, Inc.Do not scale &insulation � to drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor 6x6 beam over 6x6 columns 6x6 beam over 6x6 columns shall check and verify all dimensions and conditions of the job site. 51-101, 1'-4" 11 I Z F to X W 2 z, - U m Q 3' < Q) to o,. + -9- Q) rla Q) v500 � ll) ' thru-wall flashing, run out over trim cut from 2x4 PT chamfered 2x6 on PT 2x6 over flashing I` PT charnfered 2x6 on PT 2x6 over flashing �` over 2x4 wall over 2x4 wall vertical Ix8's verticallx8's _ - I 1_� � ____� - `�_ c4w� - �_� '�, 1,,,_; chamfered 2x6's @ base- 4,,,,,,1 _� ) / = 6-\ 01 7 N P7 A9.1 2x6 porch decking on PT 2x8 floor joists rubber membrane over sloped 3/4"plywood plywood floor deck on floor joists(see Floor plywood floor deck on floor joists(see Floor flooring on sloped e be between 2x8 Framing Plan w band 'Dist at perimeter Framing Plan) w/band joist at perimeter joists, run membane behind siding&over g ) w1band 1 O'-6" +/-2 � LooR 2x8'5 to drain - - - - - - - - I , \ I � ;; existing framing O 2x12'5 2x12'5 I - - - . ,. = = O 9 sloped 2x4'5 b `ki tp 0 ----2x8'5 __ -- 12 sheetrock ceiling attached to floor framingJ I 1�111v� I sheetrock ceiling attached to floor framing \�4 eave flashing over PT 1x4 edge strip I J �2� 5-v crimp metal roofing over roofing felt cf� 2x6 porch decking o PT 2x8 floor joists over plywood roof deck(T&G where eave flashing over PT 1x4 edge strip rubber membrane over sloped 3/4"plywood IJ exposed)over 2x8 rafters (align rafters& flooring on sloped 2x4'5 between 2x8 0 T\ 5-v roofing seams) 5-v crimp metal roofing over roofing fe/t over plywood roof deck(T&G where cz joists, run memban behind siding&over �o \ exposed)over 2x8 rafters (align rafter & �� 'U 2x8's to drain " -v roofing seams) q, I- \ '` 1 _ , N \ c::. -} 2x4'516"OC -----� II /L(I - -1v =iv thru-bolt joists to beam d' n I n b thru-bolt beam to co umns----------_ ,rl �(((l I "�,/� .I- : .Jol - I \, ,z ) .." a 11 _.: �� II 3O' 1 4 U U U U V T&G ceiling- T&G ceiling 8x8 solid wood beams 8x8 solid wood beams �� V_4" 35° V L 6x6 solid beam over brackets cut from 6x8'sImt (O 1 O I M� 3: _ (. ' m o �2 rn , ^ ' ! " �- n `i I !e a 7 O„R I� N (D 11 1 18'-11. 12'-O" , cedar shingle siding over sheathing over wall as detailed elsewhere w/inferior finish &insulation 11-1 19 flared cedar,shingle siding(see detail A9.1 1 flashing existing floor deck on floor joists(see Floor finished floor on 4"concrete slab over VB o ler existing concrete slab as per structural concrete porch floor w/structural footings as concrete porch floor w/structural footings as Framing Plan) w/band joist at perimeter shown on engineering dra'win s _ - -shown on engineering drawings _ _ - - 1sT FLOORFF 9 9 g > . o- . r r o- o- _ S OPE - _ •{' 4• {' . ' { S --- .. r. n _ r. n n r. I I r. n I r 2. t { l 7 . t . _ . �. ' W ' "I I,. '.. :: . v v ,•� .v ,•r -I ... 2 1 ... :1: - ... ,r Y ., v ., ,. •: •r z _ i t o- r r o- -t a:.:..._:a: _. ._.T}7TPNl7� . r r t > ., d _ _. r > r _ .._... .._... .._... _... •. . .. •. - . - . � e° . . . o .. :_ a o _:..::._._._...:_._.__::.E_ e , _...._._._._...._._._._........_._. 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"I , - / 311 COVER V-0" LAP , provide schedule 40 PVC sleev�aro und I V-0" LAP I girder bearing oil pier(see Fraiiiing Plan) -0-1 W I ,'�, I ",�", , ,�, ''I'll " I . 4 11 311 =L V-0" LAP , 12"X24"Continuous concrete footing W " 11 11 I I , 11 1'�� I I concrete footing W/ I I P'I'2X12 bearing plate running in I" 'I", ", ,_ � I", 12 X24"continuous , , all pipes below footings which provide FRAMINGNOTES WALL MATERIALKEY ,11., 9 I �, 2#5's continuous&#4 ties 24" OC I I I 4,m""I" � ,g #5's continuous&#4 ties 24" OC direction of girder bolted to pier - 111. 1, W",,, " ,,, 2 _+_ _+_ ",:�,�,� -�"V , ,e bearing on compacted earth(step the clearances shown;reinforce w/#5s 9f+� I'll 1�' ,,m "', _p�', bearing oil compacted earth (step iniuni bent as shown __�_v 7n,111111111111 2: 3/4" x 12"AB's I "I - 1. 11�',� ,,_ � required for site conditions;see other Framing Plan)reinforced w/i #5 per .: --- __ "IpO� � 'I" continuous footing as shown;this detail 1_?" OC iiiiii . ','�:� � �1=1 � :" 11 continuous footing as shown as around sleeve; compact earth equally iiiiiiiiiiiiiii i6"xiV CMU pier(see I I ..... 1; , -1-1 % I - , Shows 2 steps, but applies to stepping , .0 �.: Do not scale Drawings. Use only dimensions shown oil drawings. If dimensions �� - �2',",� - , I : of any dimension) beneath all parts offooting - ------, '11 . , 11 ainer shall be responsible for obtaining clarification before E�� 4" CMU wall 'e. ,w�.Z., , 1; ,� __- � -�z� " �,,, ,�,"" , -� core(Illillil"U'll 4)' . �� ',",�,, "� `�Q,,�", -1 details for steeper conditions) __ 's between steps as shown&bent _ V) are in question, the fr. , " ,'� '. ", ,�� ___ - - " - ,,I'-� 2#5's between steps as shown&bent 2#5 concrete footing 4"larger than pier on all I . � -I I Z continuing with construction. Builder shall verify all dimensions & conditions at . I I , ,�, X I g ends to L - . 2 1 1 1, 11�,�,I I @ ends to lap continuous rebar as shown - ip continuous rebar as shown �__� sides w/Illillil"U'll#5 i2"OC EW&#5!s �- I ,� I- �... , __1 turned tip @ each CMU core for -. ,�,I I.: - �_ j obsite. I . �� I , - Q 1. 1� "--"' . I .I I - Z 2. All structural information shown is for reference purposes only. Builder shall I I � _',,�,1,�, ,. I I " , ,� I , - I I ,-1 ____ " - ,, " ,� continuity w/pier reinforcing bearing oil 1'' ,',',,--�',',�-,`,,`,,,,,, 8" CMU wall I 1`�_'�, ," , 0 . I", compacted eartl� . U '' �, 11 � __ - -=11 have a local licensed structural engineer review actual site conditions &design all .........11111111 I'll, �I � ,_�_� -I � *1-1 I . I I . to mil fiber-reinforced poly crawl pace � � ... I. D,Z", III q 'I'," a , I I . . I - I I . VB (turn down as shown 8,seal to pier v� I 11 . I !:: structural elements such as framing, footings, foundation walls & slabs. Their I 1�11'1_1� I I'll, I . . . > . . � . I ., � - I . - . t, - (J) ____,________ I - . : - > . .� I . b I , I> . . . t� . . - � Z . t� . . t� : t� V � :. D, 11 . V t� .: :. I footings) over crawl space finished grade - J�I I .: =, � design must take into account tocally-required live loads, wood species, and t_,_____,_______Z :. . 1� . t� 1� . t, , : 1� t� . t� - - . .: . .: . . . . = . = 2 types ofjoists and rafters (dimensional lumber, LVL, metal- or plywood-web . . . .: t, ..* 4 . . . 11 0 I .. 4 - . b .I 4 . . t� .. 4 .. 4 - -I M I- --- .`W-m, (".0bb-... Vii- t� ... . . 1� .., b I . . ... . . . ... . . . .. I ,� . . a ... _. .. . . . . .. - .X-"'�11 , * 11 .�, " . 4 . __4 . X * . - Q� � - . . . X . - --* - ms_k -_? .�-_ '.. . -* - L< _* :- Z .:I FL E.. -AC-_.T='i< -Z�' . L..._.ik - -in - -�f-_Y_P -7-71. .�_ A--:� ..r-.. � .. - - - - .I,- *".:-/- ..;I-L _± - ...i - Z truss-joists, etc.,) any of which may vary with your locality, contractor, and .-.k - _" - , . - ... . , . . . . . .. .. . / - - .., n I- .. . ... W� . . . ,;�, �, _J . . . . 1> - C> ., - C> I *- 3. building material supplier, ======= bearing wall above .., .7 _J E. �> > - �N . J D. - t> 0 C> . . F' .: 1-1 .: I 1. .. , IN .. .. (I - I t, __ U .: D> C, .: C> t) .._... -.::�....-i:. *\ . . - I ,,,�.......11-"W"'i, I - -------- .. ,/ .-;=:.-,i:--.,..-.....;i,:i.._. ;::= : = ,g,�...n ;��04�266-W'i� . . -r-._. - :. .-.--.. - . . ..* . - - .. ,, , , . .;,..�: _. ...:, . .-M.,.IM ; ,-,-,-_,, 11= Wood framing & blocking shall bewhite pine, spruce, or fir, Stud grade or . ---. , . I . .. -.::-I�0 1._.... I ..6 ...dN .11,11, - .! -:,:!,I.-...:.!!;.!. . ..41 _. -. _. . r= 6 . - .. .. !,1._.. -!! ! ! - 1* . -r-1-11.1.. .r�ZLL- - _T_1.1 .7 = .. . . . ;1.�;.:i: .....- d ..-. .,-�;-:i -- .- ...-. . . `_ .-_1 . *1--:;�) ;!- - :,r! -, , \.- . - :" ....- I i il"_ ..L ;.: . ". r- ;!:! r .-, . . -----;I; III ..6 . . . -LL -.-r--. .;-:.... .. . 1-1* ::::,-�[:!..-._. >. :.. .:...'-:I:!:,-, .I:;:.. - :. . ..... better for 2X4 or 2x6 wall studs, #2 KD southern yello-ov pine or better for all ..6 . . . . : .1 ..-..;, . . . -. -i :_...`:.:-.... 4 .--;I::; : ...N :: t, - . ..* 1001** . :.-: . . . b - . .. . -. :::, 16 . '. .. _ . . . I:- .: " ,,,, .. :.:- - \': e, , .-; .I . f ii Copyright (92013 Starr Sanford . . . . --; I- - . ...i-I.--..\`-. ..*1�' , ,, , . 4 . , . �.!I--...--I-.1..-.--- ,6: -1- . < . . ,,, ...;:. .. ,�, 4 1 t, _.:- - .:....-!...:.-,:,.7�....-.-.-7-....-..-.-. b ..... .... -1 < Design Associates, Inc. All rights -, V.:11r,'-V...I.-- -,: ..... :1.. ;e , . ..... ,:_ . � . . b .. 4 . .." ,,, .: 4 ----;:.: . . . '.. , . I -- -1!;!:".-!!;.. ... . i.,- .� -! "`-'s�,", - I .. �-�� .:-.:....._. . . .--1 . ,�, .!;!:_!!;!:70 1! . !, . . . . .:. 1.-...:,!!,I 't, - /.::..........I,1.-.....- � _F " A . . b %. r: .-..._, .: . . . 1�1 ;:...J!;!:..-.-.I!;. \ .�----A.i�,�-*�.!!.:.. I > other sizes &locations. All training & blocking lumber shall bekilil-dried to a . b . .,.. . - - __ ---10;1 , . ;! 0� - IN '101 . %. , , ..:.!!,I--...:,!!' --...:.!,''---- %. - . V . .-1.X r.-MN 7-_- I = FOUNDATION PLANNOTLS reserved. The des' .. .0 . . . --:: , :. �-!!,I---..:,!!;.!-- :.! InOiStUre content ofig% or better. All wood in contact w/concrete, earth, . - _T�_ - __?. ,0, ,-i:,-", .:<------I ! " ,. . r ;: ... ... . _: _; _: .. - 11111,11 - ........ - - ---*---A-Z- Tr-- -- 4- - �-M- -.:-- -F.- - ._... . .. --r� .. 1� . .. P. . ._::!;:.-.._.: ,/;!I:.-.._:i!I:..:i!!:,.::,--:,! lu :,-,� ! I!!:,::, !::::, !::::, -..;: , . .. , :. M V!-.,r�-.. . 11.^ . ::::-., .:.. : ::: -:; ; :::.-:; ; .-:: ; :::-_-::1:!'K., !. -i ,q .. ---:;:. -,:.:.-...--. ;:---.:.-'. : .. . .t, ... b . P �> : -1 : " ---: :._... ;:.:: . . " .. ;.,_'...� _...i -: :r .-.. :,!.-.-.i: .......:--.--..._..:-..-....Vr:V._....- - - -preservative-treated with a *fi * ns of this document are .. 1� . ::.--:;:!::::1-J I:,: .. �;;i*` -;: :r... .:. , . .. ---- ---:i. . . . . . > .:._. .:.-...4 �.....-...� . ii --7--- 1) : .. . ..- _...-.-: .. masonry, or in a inoist location shall be pressure eci catio . _�� ..... . ; -*1,;1:--I!:! - -- - W i; S ... t� D. W P, . . . 1< �.-. 1 I I If-. . -....-.-.- . r L___ - . . .:.. .. . -_ 11 - 11 , ,�',',', . t� � , . ...-.-:----"I_1_:-*.-,".-.-:_..._ _. 11-.1.:V. ....,- 11...*:1,7.:-.'.-'"'�.... ..... ...-- - . . .. . 1� . . .. . - - -- - __ *:, 101* . .. . .. : ... !;!:.. ..,. � -111!;!:..-I.41!:; -.1,;!:".-'.'!!;!:,.--I!;!:".--I!;!:.,.-'*!!;, -.--...:; .-.-.-.1'.."*;,!:,.,.-!!;,:-.-!!;!:7.-!!;!.-:� !;!:..-" :"._-1!;!:!!;!:.,_-1!:!:.. C� . .. :1.71.Ill:.-" ".....-.- -1:a.i! .-: : :1 ..... .111:. ...4 :;:__..j;:M:-i;: - *-.7"I!;!:-. ....'!!;!:,a: 1! M..-1._... !;!.__!.I 1._. !: :,-, water-borne preservative applied by vaClulul process in closed cylinder & shall 1. Do not scale Drawings. Use only dimensions shown oil drawings. lfdilileiisioiis Te property of Starr Sanford Design -:i. -...:i-.- -- --.-:i-..-.-.-.-.i..---- . t, . V '...._.....-.*1.5. .11 ..:.!!,,.-...:,!!,[.-...:,!!,,.-...:,!!;.!.-...:,!!, ,------!!;.:--.:.!!*I.....:'!!''.-...:'!!i.,..,-"*:,:I :"__.,.:'1!*!"I*'---.:,!!*,-----:,,,'!.......! , 1�� :,!!;.!------:.,_.. ...I. -1. ,rz;I.- .- 1 T: -.-;.:i F:! -.I-.';.:-. ;-: r-- .:-. =� �= - ,_ !�!. -.-;,:,!...."- ...:i.!.... - - " .:,!:�-.'..,;-:1!:I- ;,:,n r -.rl:` .:-.n-, _:;,:i!:i-".-;,:_-,E� . _; ............I...- -11 .1r:.'. ..... .1. !:.,.-'..!!;!...- _..!.:;::,-n!;!:-.-.1!;! ... . t, . V t, , _. _ . 1.*.r--I-'.;--- - i Associates, Inc. No part of these ;!::7.--.1!;!:7.-'.*.!!;!:.,.-'*.!!;!:..:_1!; . -il., !----.:-!!,I-----:,!!*,----- - I I - I ..., -...,!. ......!!;!.-..-..,!! i:,.:.-.:; ::i:,--..-.:;;� J,-----,.,.,, - .. . N .. 4 . 1� , . r - - - � -.11"- . . I.......!!,". ; .I. I I !! ..* 4 I _. ..:;;;! .......!!;1-----' , 1..� .. 1000, -;-:-.!�I:". . . . -rl.,-; 1:!::::..-:I:!::::-.-:1:! :::-; . :::.--:;;i n;" be kiln-dried after treating. Wood blocking shall be solid & shall match the are in question, the roofer shall be responsible for obtaining clarification before ,-I.......!!;! .r-- .. ;.:,rl...-;,:. .: -; -I.,i L ;-:-xr�-1%r -.,!n,-n i;m! ;;!. ...:,1;. ._:;,:",!:L,. . . ".I:I:.-.,_: J;.-- I - ::.-.,.-:I ,:.-.,.,:I !:..:---:;;;!:.:._-:;;:;!:::,_,. ! :,.-. :.-.,--: !:..:,-: ! :,-4 !:..:,-: .'.-:I:! ,.:.,i:;:- . documents shall be copied, disclosed " . ._: . . , - ... 4:':_..._;:,:_....;:.:._.... : :.:---.4:.:.-.4:.:_...4:.:_...4: - ,. :.:_..._;:.:_.... --:vr��".r:-.,n-. . -" I:.. . - . , ::: . 4 , 0 - .:._.... : :._... ,:.:.-..:1:.:._..._;:,:._... -:.:_...1 Is I, ... ,� ` I - , ....:__..:__. .:-... :,:_..._;�,X:.; = :_ I I I . . . . . . . - _; . - . . _... _.._._.. - ...: ;n! --::;;!::::._-1; .:. ...... , - -4 - -;:".-.:.--; .. . - .:..-.:-.-;-:,.::....-.-....-.-.-.-....-.....-....-.-.-......-.-.-.�. ..-...-.-....-.-.-.-....-...-.-....-...-.-....__... ..... ..... ..... . ..... ...; ::: -_`;;:;�::::-_-:1 !,::":I !:_,_-:1 :::::,-:I !:..:--I !E::__. . . . . -41 ::: -1 . .. - - I .".. __�'.. * . : .. .. .. . : ..:-.....-...:-.-.-.-...:-.-.-.-...: ...4:.:_..._;:.:._..- *: :---7_;:,:_..-4:.:__. :.-.-.-;: :._---_;:,:.---4:-:.- ---;:-:.----4:,!.--- .. . . . . -...Vr: _...:- - I ..... ..... .. .. depth of the primary training inerribers. Provide blocking in wall to secure continuing with construction. Builder shall verify all dimensions &conditions at to others, or reproduced in part or - - . ..... ..... .. t, . . 0 - ._.... . ....... .< ;:----i;:;:--..i::;:--..i,:;:--.-i;:; ---i::; ----i;:;:--i,:;!--i,:;:--..i;:;:.-.---i'!;:--.. ,---;!:,.-'*I!;!:,.-!!;,:..-!!:!:.,.-!!;!:..-'.*! , ,-*,!!; : - , - .. . . 1;..- .!! -.::I.... ....I.. ...... ...!... ...... .- _...... !,.. ...!... ...... _..!1..--. _... . .-_ . ..--.:!- :I". ..... .... . . ...--...I.. !!I:...- I . !,I....... :_.. _.... . , ,-,:._..i;:;:.-..i;:;:i;:;:----I,--: - -_'!!:!:.-. -1 ;!::.-!....".-1!: . C, C> .: !��!......I!!.I_-,-,-1.-..-:;n .1. ..:, . . ......I I - - �,[ - , :-!!,I. whole in any form without the - . .... - '' '': ....._"' - ..-- ... ..- ..-- ... ..- ..- ..-- - . . " . . -,-_..._...:_ .-,_..._._._._.... .. - -.-:*- - - : -�-= * , I— I.......!!;!. I,,I.......!!,!-----:,!!.......:.!!*......:.: 9 : . . . .:-_._._...:_._._._...:__._. .:____..:____..: ... . ... .;:;: ..: - - .W- -r ." ..... . i;*;�- ;. ...-.I.i..-;............i...i.. -'.'!!;!:.,. . 1, .: ..77:FT ;I !. !!,L-...:-!!"I.----:-!!'.!-.-;--:.!!,.!.......!-* --.:!;.:-..:,!!,I--.-.:.!!*......:.!!""...- .:1 r--,-L;-,-.r--'-.;---.r--..;-:vn :, ,-.!:!-.I-'.-; -r- ;, mounted millwork shelves, fiXtUres, mirrors, toilet accessories & other iteins jobsite. I:--,*!!;!:..:.,!!;, ___ ..1. ...: J.*...--!!,I......, I !.......!!;!----!! . t, . a ," * .�: , i r--1-:'-----r--I-.;---r-- r .;--i-r-4 I----r- ;- -.r--I-".;-:i!:I-.";-:-.!:I-.1-.';-:-.-n-.".-;,:--,!:�-.._:;;;, ,.,*.-;,:_-Ti".."-,; 11 . ;,: ..- I written co - ;: `,!, - I . . ...;!.q I:.::--: -:1:!::::": :!::::,-,:I:::_.-_-1'.-. ;!!::::,-- !::::,_-:1 !:.-.--:1 !:.-.,-:1 !:.-.,-:1 : !.. .- _. . 11.1 . - -;i.::::_41 ! , .1 - - - - 2. All structural information shown is for reference purposes only. Builder shall .1:.. ...-;.; .-.::` , Desi n Associates, Inc. Do not scale - - I.-..;__.�_;I..... _p Z I.- .r-, ,!::-";:-.-!� --�i;i!.- _:-i,1.__. : -:::.--: !:,::`;!;:= . __1:!::::,.- I. -i:.:. --.:.:. . : *" -:i-rz-''- .. - . .-: _;I: _, ;,:_-,F., --. -;... : -:I::::::-:[::::-.-:] !K -.&.. I K'_.....-,-1._.......".--.---:; ,1.L... . .!!"--: . " -,.! ...; _..--.1 I� � , I . ... . I ,::::, . .�, , .!�.,.�L.--_ ! !:.-.,-:Ix :,- 4. requiring a permanent attachiiietit to the wall. nsent of Starr Sanford ;-:-.-r-'- .; . .;. _,_ --jz-, �:,::., !��i::t!,!,., ... _..-:i:1: _I!::.::,-,:I !:::-. !::::. :-:!:..:,--:I:!:. .__I:::.. .... ::::.--:;!!:...---I:;:...---I:. . _... __;:.: : ;-.4:.:.----.4:,:._...4:,:.-...-;:.:-...-;:.: 0 .< ...: . - 1. , :,--,I::: -:::"M- - :'_'..._;:::._..._;:.:_..._;:.:_....;:.:_...- :_... : :_..._;:,:_..._;:,:_.. , I . . . . . .7 0 .. __ :-...-; - -41 :::::,_-:1 !:,-, :::, - - ..-;:.: _;:. _..._;:.: ..:._....4:. ... .i.,:- .. . :.- I :_ �. .. :. . .. .. .. . .. - . . . . . . 4 ...- -;-:,.::r-:--,-.: _:_.._....! _......!.::-. . .:__..:..-._..:__..._.._...._..._... ...._..._...__..._....__...-.-.__..._. . . . . .....-I_:-I.-,!i - 9 .: .. ...-.- -7..... : ..... , _..._...._.._. ..... ... .. . ... . .- -...:-...-.-. .:-..:-..- ...-.-:i ,.:. 1!;,:".-.,!!;!:.,.-*.i ,_-,1':!-.() ,.:,... :.:._...1: : '".:.--;:-:.-....4:-:.-----;:-:.-----;: :-- ..._._._._..._.. ...: . - t, .: l!", " Interior walls shall be 2X4 studs (3 f/2" thick) & exterior walls shall be 2x6 studs rawings. Use given dimensions only. .: .-.-...:_-.-...:_-.-...: ,: . 11-.1.:-,:*:I: .: _...-.-: ----i;:;:----i;:;:_J;:;"J,:;:--.. ---i; ;;.-.---J;:;:..---i. ;:......... ,:-"-, ...-- ... ...-;:.:-...-;:I: .. _----4:-:.----4:-:---- . . .-.-.-....- -.-....- -..-....V. -4 .-...-;:I:.-...-;:.:. - __.. -.-.-.-.. ..: .._..- -...-....i.-: .:. ....: : -4 1 ..... .. ...- ..... ..... ..... ..... . ..-- .. . - . - -1 " ,!!;! !.....-. ...I-- ...!.....--. . ..- . have a local licensed structural engineer review actual site coliditioiis &design all . . . ... i.:.. -.. ! 311 --LEAR -! ,[.-...:.!!''----.:,!!'I.-...:,!,*I.......!!;!----- ---:1!!'1---:-!!"---:.!!.......:-!!....... . ..-.-: ..... ..:.. . -- .4,*'' - - -- -- --"I!;!:.".- -1!;!:.,.-"I!;,:...,.,!!;!:,._!!;!:.,.-"!!;, .'.-I !;! ..'.I, ...--...1....--........-_...I....- -;.-; - -.-...:-.-.-. ...: . . . "I!; .1 F d :-,.-,.:1,7 .. .. .... .!,!:.,.-*,!!;!:.-.-!!;!:".-"' !;!.... ..!;!:.,.-- .i`;!_-J!;!:..-"!!;!:..-- _11. . .: I ." - .;.!----- 'I; -1 I., _',-'I;... ;-:i-r.--.,J -1. ;!, - ,;:-.!:�-..,----,-r---------:,-.'., .;.:.,. - .:-.-i.4 ; r .- -r-----.;- f not shown, verify the correct .�.:. . ....:.!!''._._1!!J:.;-. l.,._.;,�,:,r�� . _;,: 1/2" thick) unless noted otherwise. Exterior walls of garages & other structural elements such as footings, foundation walls&slabs. , .1. _ I'll ...... . I V... . ';1�.'_... _..-1": :.-...: .. "......;:J.,.,.,.;,2.--_- .",--r-- ,.- '"'; ';-:t r� i F.�:"r:,M-.`;-:i!:I-.`;-:i! ;-:i!:I-.'. ;-:-.n r i rl...'..;;.:-F::-.`.;-:i r:1-.".,;-:-.!:!--s i;m!- ;-:-.!:I:"r:-.n-.. * :..._, . :: ....-I -_ .-" -- -- I! ! 3" ZLE AR �-"I!:!:----I!; I 'I...... ,I,1.-..:,:!I.' ... ..:1!!,I--.-.:'!!,I.-...:.!!,"-...:.!!;.!--.-.:.!!, :-----!!;.:--.:,!! ;!:.-.-'*!!:!:".-."I!;!:..--.1!:!:..-".!!.!:...*.!!;!:".'. I ;!::-11!;!:.,.--I ...I.......!! .!, 1._..-'.,1.......!! -t7 ........!!;!....... I—-.!!;!.......!!,,.-...:.! I - _ -1 i-rz�----r--;-,v 4 4,";-� m'.._: ,_: -:1 ::...-:J !1._.-:1 ! .,I ::...- .. . I !K..'-:I !:...,-,:I !K. �I ::- .Z : ::...'-:I I...... ......�,,!.......!! L--..,!! r-:"; . ;-:--r-- -. -:-.!n: -.;-:i-n-.I. VI ::::, (5 1 . .. I :,:....- ;:. .- . .... - ....-- . - . .;,:-.,r-- ;..i..-..-. . _. . _: :,:.: ... - % - _;! :_...i:':.-...-':.:.-...,!:.: ;:�: :.-.:.-':.:_.4:.: :.:.-...-. - .I.- .:..n ----,--r--I-.';--ur"".;- i-r-- 'r .r--.-ai;:!.-..-:.;;!....-. ----r-. ::::.-: --------:i 1-,(5"-, -: -.:.--'!: V-6"�.-1 ---- i:.:--.:-4;!�::.-.:. -. .4:.:.-. r , . . . .;7 -'-'. "'--z �" LE AR dimensions with Starr Sanford .._:;,:i="r; _: - ,:. ... .1:.:....Z I.!I::::,.-:J!!::::, . _....... .. _.------!I;:�- .41:::...__;1 !::- I.!K. ::.-.' :.:-....4:�;_..._;:.:_..._;:.:_..� ,..; 3 L I 1."!.......!!;I. :.:,." :,- : :.-:;;! ::..:,.-:I -:a .. . . - - - ..._...._...._...:_..._...__..... .- .... .7.. ..... ..... ..... ..: ..... ... .... ... . - :!K..'-:I:!:..:,-i 1: ...._4 I:.;.-. - - : . _ ----- :I;.--,:,: -.:.--;:I.:.--.:.--;:,.:.--,:,4:,.: .. __ ..:. __ .. .:.-.-;-.:,.::.---::.-;-:...-.1 -.:..:_-'._':-_.4:-.;.---:._-;: - all be 2X4 studs unless noted otherwise. __� , :. - 7 , LAP : - .; i I :_...,;:,:_..., . :.- -;:,.:.-.:.. � . ._.r..._. -.,...,.-, - LAP - - -- 11-6" ...;..:__4:.I._....;:.:.-.. --:-.1 . - . . , I..... .._.-.:.._.......:_. . :.. .-..:_. .:-. . ...__..: ...:...._:L...:__..:__..:-.-.-.-...:--, . ... .- 5 unheated areas sh, - Builder shall inspect site & excavated conditions prior to beginning foundation . . .. - - .:;.,1r.. ........ -- - -- . ....... .._.I. .. -.:....:_..:-_:. . !....; .i-.....-... la.... ..... ... . ..... ..... ..... ....I.; . .-" _ -.- - ....._....1. 11,;, :..-"!!;! -_.- ..-- -:-r-.., . .--.4, _?. -- .--1':-I':-_.I-;,:"..'!!;,:".-!! -..'!!;, --1':. -I.- '. . . - 2 I ....-..:11...:I___..: . - .:i .._...:_..._....-.-:_ ... . .. .... .. _..!;':. ..... .... .... ..... -I!;!:.,.- ;: -1 architect or engineer to meet all local live& dead construction. Builder shall notify liorneowner and/or local licensed structural shall check and verify all dimensions _;:,:_.: .. .. . ... ..... ... ;:--..i.... --- ..---i':;:.-.-..i;:;a --.:.:. i 0 ,::�.:. _-4:-:--.4 _ ..: .:_..._..:-_. ..._._...._. _: .:. - -.-._..: . _.., _.., . .. ....'7'*,, 3 .._;:.:_... _... :.:,_... . Design Associates, Inc. Contractor .. � . ..- -7-!�. -1------..:__..:_ _ I.;. ..i;:;:--..i;: ;!:".I _-1!;!:..-.J;:''..- 1!I.. !I.. ...:. -'.'!!:!:".--I!;.. .'.-"I!;!:..-"I!;!:.".'. .. - . -.- ..--!! .- 1._... _.... - ,�. ;!.......!!;!......I ;!......I!!;!.__ . I... , .!!;!......I!!,,-- - .;,:,.- -6"TYPICAL STEP .11.......','I.......! :.!!,1---:1!!, ! .......!!;!......I!!*I-----..,I'!...... 4 1.__ :-I.-,--.:7,:, .. . ..... ... _-1 ....... .........- Headers shall be sized by local, ;!:.,.-"!!;!:".-,.,!!;!,.-.-".i!:!:..-".i!;�!.-.-.!!;!:.. -I!:!-.- - ! ;!:".-!!;!:,.!!; !;!:.,._!!;,: _-1......... .... :..-".1!; .. . ..�� i:'--..':;;-: 3' 2" : 2' 3" -:K......:;; ...... !.......!� !! ;!.......!!; -0 - "'' I . - ...... .!;I.......... I-1._... ! .-;.:--!--.;-.i. r .-,,;,!,.,.-,,i;!-...,,;,!.-..-::; r -, - -- :;;!.-..-:i;;!.... :B -.,1. - . .:! _:- I:.- .-..-:I:1 r", -..,-. ...... ......!!;!.----:--:..:*.- .-;.,".,r ZZ 1. ! , .-:, ":,-:I;1;77 a. -: -M 7 ,J;�:-- .......!!;! - -_ -_ `F:m_.i;;:. _.._:,i;:-..._:-;; -r�--.;,,vr- ir�-.`.Lr: r_- v ._: ;;!MM d..:1;,, ;: and conditions of the job site. I .......!! - .i: - 2,-O" .":;;!':! I.......!! .!!,i.....:1! -.-..I,!!w!.......!: Z-0" ;�:1......,,- I I __ ;I...r: . :1!!,I...... ..� -.,z ;.! load require me iits. Install ininilliulli 2X4 liner under each end of all headers. engineer of any non-typical conditions concerning soils, ground water or any " ..:; . V: :1!!,K - ,; - r:� - " �� * .r:. . ..;1 iTi': .�!. .._:i I;%'�:L.1-".,-�_- - - F -'!." . ..!.'J-;;!.,.! ..;!!�:::... ,;;, -:..:4!,:",. . -;,;-.,,-;" .., , ,��. I::-,-wlq- _; , ;,:". . - , , ,.. _-;.1 ;.!;,:-.,r,-_-..-_-,.i;;!. 0= . I-] F..." _�. :i��. _. _. .1 i��:::�-_. P, t ,._ =......T;..... I _Wlq.m - �i;.!1.6.-:M i;:.-.. :; _.._: ;I i;.... .�I: E--:2;�!-'-:1:i:._.._: --I 1,,_,_ml - ... . ... .....�I 0.:. - __ .- . --I - � [:,-,-*- . . . . . - . . . - � Install 2x6 over top plate of wal[ in walls parallel to framing above for sheetrock other issue which may require additional or special engineering design. � I TyPiCALCMU PlERDETAIL blocking. Install Illillil-111.1in 3 StUds @ beam bearing points unless noted 4- All dimensions are to outside face of CMU walls, center of CMU piers & SINGLE-STEPPEDFoOTINGDETAIL MULTIPLE-STEPPEDFoOTINGDETAIL PIPE SLLEVEDETAILBELow FOOTING 6. otherwise. centerline of thickened slabs unless noted otherwise. . �� Provide full solid stud bearing from all beam, girder or header end conditions to 5. Stepping of continuous foundation is not shown. Verify steps w/site conditions I - `7�1........ ---_,,] I r, ,_� __- " - :, . I , ___�, - - 1�,"��',- 11 . 7. solid foundation condition below. so that foundation has a luillilln.1111 Of 12" cover below finish grade. _ , - _-_,�__ � " = - , I- 11��\__�_'_1_11 I [ I r?- -, I- , - "I , " 11 01�1 , --J__ - Roof trusses shall be designed, fabricated & erected in accordance w/the 6. Reinforce CMU walls w/ vertical#5's 48" OC inaximurn & at all corners & Note:This detail is general in nature and 1-*1, I Note:This detail includes onty the CMU - I bearing wall - _,,��_,_\,-,,�, \ \ \ � � \I",, . control joint. There may be other venee I rs - � "floor decking(see Wall Sections)over floor '�,- "I "Design Specification for Light Metal Plate Connection B-oofTrusses" of the edges of openings. Grout all cells solid below grade. . ��, . . �,�,,,,�-��, " may not represent exact configurations of . "-IZZ -, joists or trusses (see Framing Plan for ), I- - ,�', this project. its purpose is to illustrate the or finishes associated with this wall which __ -��,- I ',,'�,,,,,"",",-"�""Z��,�-11I Verify masonry wall reinforcement& turn up equal quantity&sizes of rebar out " ", , - , - I Truss Plate Institute. Truss lualulfaCtUrer shall provide engineering design & - - �Z�1'1111,1_1'1- 7 :��,,,!_" I'll , _,� . � _Z- _1_" -- " -11 ,� . Plan&other : joists size&spacing)w/bridging as per ", 1 . : are not shown here. See Floor -.1 , ,,,�",N , various components and their relationships. . . I .11, -.'.� ��,,,�. -�-,��_ " ,,`,,'��z,, " ',',�-, CONCRETENOTES � -"T- "'4 Schedules or Plans - -- ,-,-, r,��, ,��,,...._ - __ - .: --, � ,-, -,,,,-- ,,, , shop drawings which bear the seal of a registered engineer in the state in which of footing at locations for wall reinforcement so that reinforcement is continuous -_�,�:�,",,'�,,-, , 1�- , '1111-"I", .1, a.. . details for these components 4 - 11.11.1111- _111�,11, , -, - ,�, - .. ..... . . . � , ? ., - ��,,,,,,,,,,,,,-��:-.-------l�,,-,� \ ,,,',�',--_j��,,,,,111�. . I - ,,',-- - - , - - , , " �-� """ Confirm configurations&diniensions not - . . " , -" '��double blocking below bearing wall& \11". - - -'��-,',',',�",,,,�Z:7-��..;�:�-�,��, " , �� all indicate the species, sizes &stress from wall into footing. ... ....: ,., . 811 CMU slotted sash block(reinforce work is to be performed. Shop drawings sh. shown here w/wall sections&other details. ... ... . 1�1 , A- 1��, ��-,��,,,'�r,,-`,��,� -�-,:-,-"_ ,�,-":��,,��,�,>�,��,\��,',,'-,, - 1, .1 . . I below ,, -, ,,I .. I I I -, I "�� ," �, I I, , Consult Architect if there are any questions ::...: .. . . . cores each side of joint W1#5 from I - �, separate to catch ceiling board 11. - ��--.1 Q\1��1.11, ��,,��%, 1,I 11\\, , 1. All structural inforniation is for reference purposes only. Builder shall have a grades of lumber, nietal connector plate sizes & types & bearing & anchorage 8. Provide 3/4"x 12" anchor bolts at all reinforced CMU cores as noted above, or =��, - 1 , I 1�bearing wall b 4ow ---- I I 1�1711,"111 11��\ R%"\"\\'',��- " , �� ,1 I ----1-- '1- --- I ", -, -� '�`\',��,�, , ,�_�,, -.. . - footing to top of wall) I ---�E�=�:"1 , I'll - ,\\�� N __� -it engineer review actual site conditions & design all if foundation is concrete, provide anchor bolts 4 8"OC maxinlurn & at all concerning this situation. _�_ .. . . r preformed neoprene controljoint full , t 111-Z"�11--__ _'��\�11" ,',�:,-,-,-,,,,--�,,,, ,,,) local licensed structur. details. Truss manufacturer shall ,also submit supporting design documents which _ � ,,_ , , - � . I , - - �,,�,\��'�,,, 1, _�zll �� I I ��,k��,,�\\\ \�\,\\ ,'�\ I., , .. .... --- . . ,,,,,,'�-��-��,-�--,�:z:�-,,--'�-'-':i� _',, " ", , structural elements such as footings, foundation walls&slabs. ��\ 1-1 . . . .11 , height of wall w/sealant closure oil both : 4-- _ ,\ ....._-.-",-"z-',,-,'-, _�,_ ,\��\�11'\ ... ...1, indicate loading, section InOdUILIS, assunied allowable stress, stress diagrams, corners &edges of openings. - bond beam w/i # nar I -,�, :�� \\ � )�_1 5 Continuous(be� 8" . , - �"-',�,��,,,,,,�,,,�-,,'��-�,-��,,��-----�,�' � 16 - � -z_ -1, 8" - - - ,� - _J k - I I�� _',�'� 1, I �\ " 1'�Z-.- ,_",-I " -11�, ,__- - � I I 1� _.___ ,, - � � 1-1 Z11 __�,' 11 I d) 1� I . sides ofjoinc(use backer rod if neoprene - I I �11�_ �,'��,,,,�', , , 1_� 1'__,!__= ��' ','.�....... � ��\ All wood framing ill contact with concrete or masonry shall be presSLire-treated. minimum oil adjacent wall @ eac 1 en ,,, - . rve as I ,� - - ` `11\'Z�l , ,,,��,',,'.',��,�:, - -'1�1,1��, I 1�1�_",_,�-_"31 � _-, - �-l", 2. Do not load concrete prior to curing. calculations & any other required supporting information. This information is 9- S , �NF, . ,- joint is not wide enough to se `<,��',��-,,,"�,_ :�,��:_.__��,' , \' I'll �� " I I . .. I -, � ...: - \-.� ,,�,,, - " - � - _�, - CMIJ wall w/borizontaljoint reinl�trtcir I-, . . . . I ��- -,,�\, "I,��",,,,�"---�,�"",-�-,-�"",�1- Z__"_"""� .�:�_. ,,�,�'�_,._ '_.. Toot all slab control joints while finishing concrete or saw-cut slab control joints . p - - 1__ � , � �11" "I 11-1- �,I- I, , ,��,,'� ...- ___'�_Z�, for file purposes only; the Architect shall not be responsible for checking 10. Builder shall consult with a local licensed structural engineer oil additional , .� � 11'\ �� , - 'J� �, -:.... -, � � , ,,,- ', __ - � , - . - " , I" 3 � . _.\ _�,�""-,,,,"...�,_ - 0 D ", - ,� --��Z---:�...- , "I, , ", 1, - I roper backer) ,", � - ,�- � ,'1�1,-I-,"I--,'"-,, ,�_1, "Ill, " 'I, "" ,,,I . , '�,_ - 6 � every other course&vertical rein _,',,Z'� ',_�,, �\ " ,,�Z _ _: .�,\,,, - . -, ,.�,�"Z_ "", ""', 1�1,'1111�....... 11 , ,-, immediately after finishing as shown, or if not shown, ill approximately square 8. calculations. reinforcing if CMU walls exceed 6 courses in height. Coordinate all - discontinue all horizontal joint ,\',�:��...�, W\ ,,��,��"",-""---,� , - as detailed elsewhere :... a - �\""�,-�',�-,�Z�"�',',-�','��,', , , "I �, 1, ", " �- - "I '- F_"r1_4_ ",�,��,�:,,',",�,,, 'I, , ___ , - - _, ,�- I I'- �, , reinforcement&bond beams @ I 11 : ��,�,,,',,-',''�,` �� 'A',,�_",Z�,�`,""", �'f: areas not to exceed W in any dimension. " 1� 1_� . . 11 , . "",�,, , " ,�\ -- I-11111 ,� ",� Stair stringers shall be 2XI2. Install intermediate stringer for stairs over 30 wide modifications with homeowner&engineer. h side of .. - ',�,��_','��,,��,,,", "- _ ,�.....,,,, -___ #5 vertical reinforcing eac lc,�a_,�� - -, \1, - - c4w� . 1-1 -4 r r- ��,�\,�",�,��,-1111'�___1_-_1_ " opening for full height of openhill . . . .. -�,,�rA joint , -" ,� �,�>"_,\, ,\_',�,�',��',_ �,�Z11,,�,� . ,�'�',',---Z,:::7� ,�, 4. No concrete shall be poured subject to freezing conditions or oil frozen ground. unless sub-risers cut from solid 2X8s and sub-treads Cut from solid 2X12s are It. Builder shall review all floor finishes selected and shall adjust slab or sLlbfloor �,��X��\,\X�,��-�'��--l-,---'-,,"--,", 1_� -, ,\ I . � I -" _\,��" I . . �A _�) �,, , ,"�',"I "I ---", 1_�� --��-_ see siLl details elsewhere (sill 11 1,-k,Y �, . - , 1,,,,,_; , 11- 11'Iff", , ,,�,,,, `-��,,","-,,"- ��R, Footing reinforcing shall be new billet steel conforming to ASTM-A615 grade more levels so that there is a smooth &level transition between all adjacent dissimilar . - � ,--- - (<- -- . 1�- - ControlJoint Placement - _�_") ,"-�"' � 5. used, in which case no interniediate stringers are required unless stairs are , - ,\ , ,�� ,�\ - � , , , \\ include sill block or other . . _�\�, .- �3��111.1111111.�_ 1-11�, - � ��,,�,S,,'_ . . I � � XX\ ,�, floor finish materials. - - _7:�14)� -__ \ ,,�,� �� 60. Mininium concrete cover shall be 3". 9. than 6o" wide. . ,,�,",�, -,�... . T' A. 6o'maximum along wall � ��,,',',',�, \�,\\ '_ '_ , � - \�,��Z . y work, and may e; ,�- ,,�� I ,Z", __"I __�_� -�_,_ , _ " masonr . I * , i -�,,�,'�- �, ,,, ,:`-. __,_\,�,I �� . I I- .1 B. @ changes in wall height ,'�`��,,---'-==�2.��,,��iz"",�,'�,� �,�,�',,,',"',��:�,,1 111,1�"',\',�1"", , . also include I I - .'1_1 - - __ ,,,.- 6. Floor slabs shall be lllillilIlLin'4"thick, installed over 6 mil poly vapor barrier Install double floor joists under walls parallel to joists. Install solid bridging 12. All areas within the perimeter of the foundation shall be treated to eliminate the . 1k - :::��'�.�x--,-�,-.'.,',"",-��',',-,,,��,-��'Z'-"'--�-'-', .. , " - kness _t I ',',-,�,":,,��",",,��,-""""",,��I �&,��,,,,,�, _ . . -,,,�_...Z.... \ '�'10 flashi C. @ changes in wall thic 1, _____,�;;,:5n��,�.��'. ,:=--,z�,Z� 111'r- 11_�_`__ , �,,,-��\�, - ,-Z.' . �," ,, ,�\\�,--'� \ I zl:�- . . - - ��_/ '�,�,�111 _� "', _ ;. �'4 =, 11 0 crushed stone drainage fill over compacted earth. Reinforce with between floor joists under walls perpendicular to joists. Provide X or solid possibility of termite infestation. Verify actual soil conditions & coordinate exact 6-N . . - D. @ openings(i side of opening for ,�� ___ C,11� ver 4" . . . . . . . . , 1--i I- � ��-,��',�,�-,�'-, Z�-_�........_ . .. . . . . . . openings less than 6'wide,both sides � ,,��,-� �\,��,\��, , Z, ,,, . . . il I _ -11, 6x6-io/io welded wire iriesh. Floor slab finish shall be smooth, finished w/a bracing at 8' -o" inaxinmin for floorjoists. Double headerjoists and trillimers @ treatiileiit that will ensure a long-lasting&effective application. - . . . , "��.""�"','�""."",�",\��, -.----,L,Y,��` - -_-1 , . . . - �1, . I -, - ,Z��""_�_ - \�I -, . . . I U) . ... of opening for larger openings) : , 4' 1� ,, `� ',:�- -, - F-� --- . .-Ir I I I !� . . . .1 .. , �� "'�\��'z'-�,�--,-,-,'�-,-:�.�:� I steel trowel to produce a dense surface free of blemishes including trowel marks. all floor openings where joists terminate. Install all bridging and permanently . . Z, , _J - .-=Z'Z,."�� ,-,,, �, . 1_� - F. @ location ofjoints in floor or roof , -, __ --, '-1........),,,��..................:-- �z�,_ , _:�\`�, - , " - 11-1 � , . . I -� ;_1. . I - �, e,.=_�,� 11 Floor slabs shall be flat unless shown sloping to floor drains or garage doors, in 10. fasten joists into place before applying any loads. C.� . . above, or in floor or foundation -,- �, �1,1�1��r��"11111'1�,��1_11__��__ ,"."i�1",111\, � I > . ,-�,_��, ,-,�,,,��-, , " , � ","I . beneath �Z -1," \",�,�� 111:�,"', . - .1, ,�\ _�� , , . I " - . - ...��-_,i,,-,�\�,,<-,,-�,.-11:1---'?_:��_ ...� . . . =,",- ��\\,-",-��,,,� 11 which case slope shall be smooth & even. Reinforce all openings in floor slab I f. Provide double 2X8 strongback @ inidspail of ceiling joist spans over lo long. I .I-Q--"I.......- --_1 -,- I I I -1\ :....�� - ",,� " ," . . � '-,,,,L- _", -111 I -1\1111 ,Q,z��=-�,��- ,�,_ ct . 1.1111, �'11 � �� " _-1 11 , F . . - :�,�-,,��,,,�:\,��"','��_ ��,:, , K� --""\ Hip rafters, ridge boards & valley rafters shall be one size larger than rafters. . I . . . \ ,-," - !� ,\ \... larger than I2" in any direction W/2 s bars at all sides of the opening. Extend - '�� ,�, I ,==,�,�_ I", . . . . It shall be the Contractor's responsibility to , -1, c',,,,"�Z�_�� ,��,\�,�� Z�==,,_=�__ . DAMPPROOFINGNOTES . . �� ,,, �,,X\\'1,`-' - - . . �� X\"��,, � . \\� ��N,�111111 _____,____, - " ,�_ M"' past corners of opening. Purlins shall be the saine size as rafters. Provide 2x6 rafter ties at all locations \ . . . __�- I�,'. . " �&_� 1) , ", �1�,�,,-, . . . . verify all of the required CMU control I � - _,,�_, ,,��__ �,,'��1-,�,\-, bars 24" �, .. . . . � , , , , - � . I . . I . I . . . joint locations with the Architect PRIOP, I . 6-.�,'-'----,-,-.,.,," \ � �N,�� e a . ��" ,\ � , . . -k I �\ \ � . Builder shall coordinate w/all trades the installation of all items to be imb dded where ceilingjoists run perpendicular to rafters. Any trip or v Iley rafter over 28' �,-\,, I : '11�'. - . . I �,,',,,,<', -11 '��',��,�,,,,,Z�,,�'��:�,��,,�,�,� "�\-\"\-, I�1__1 7. 1 � ", -'!-� . I. Crawl space vapor barrier shall be 6 inil polyethylene. Overlap joints a - .- .. . . . - TO the construction of the wall. -I- 11- ,��,"�"'�� -1�'\'�z,-,.,,��,,,�,��\\�,,�,,-��,,,�-�-, - ,\\\"- � in concrete. 12. ated Veneer Lumber. . 14 ,�,, = I . . . . . . ,,,,--,'��,__)-,\\,',� long shall be Laiiiiii, .. I ,��`= I\,,,�,, . . . . " " _ -__ �,J �_��, ,:1 - I. . �-. I - t�,,�,,,��','�',�',',"\�,\ ,\,�-"',',", . . "I , ,,�\ , Illillillulul of 6" & tape w/duct tape. Tape vapor barrier to all foundation walls -, "Q-, "____��:Z�;",_- -:-_7-"k-�� ,� "" _,�-l""',',��`,,�, -"I"I. - -11 _1 "� \ �, � , ,=, :z, -,, . . . . I .I . . . . . . .11, . . . --k-, = � ,� - ,- _111�'1"t'-`-""1, '�� - Floor decking shall be 3/4" Exposure I tongue & groove Sturd-l-Floor plywood -"' . �".- -11 ,,_ I """I"��__. ,,�`�, - --1. I =4� ill'\"� � -, , . . . rfo� -,_ . . - : �, 1\ 11 �� =_------_,-"��"',',,�, " and piers. �E� (Z.) . . . " �<Ik�',�11 111- "',"', I-- I . `1� �,�, 13. glued w/waterproof construction adhesive&screwed 12" OC to framing. . . -�, - 111- 11, �\\� ,i�� , - . . . . . -<1'1___11 - 1,1, 11, 1- 11 _'. ,\ . .. ... . . . . , - =:...............� - ,�, 2. French draitis at foundations shall consist of 6"perforated flexible pipe and shall 0 PMEJ 1. , . . '. -1 . I , . . --..- 'ZI, 1�'��,�- ,_-�-:,,-111��_ '�',,,�,',',,-,','.,.,,-��,",,,,,"'------,,�',�,.,�'�,�;�- I Wall sheathing shall be 1/2" CDX plywood sheathing. Sheathing shall span over . . . . I " � "�� , -, __ "" . . I "" , ""'," " � .- .. . . . . 't- 1\1_\I I I 1-1 "- .....�','\',",,,",""� ,\ -�,�, I " . . I , I I , ..... ,�.I,�,, ,� -,�,-,�"< (--\........___',�', __ , - I'll 11, " �� diaphragm wall. ,�"" , "I Z � . I " , _',____ , ,I �� where they will -drain at a minimuni grade of i%. Excavate i8" wide - �I-` SN'_�""_ ___-_ 11 -1 I I I I ��__ , '� - . . . . . - - . .1 ,\ '�, . be installed at all continuous exterior footings. Drains shall extend to a point , I I I�_",- , , "��', � , , , , , , , , . - . = N��\'I'-_N�N\ I "I" � "--:!- I I it create a +-� �": 14. all plates &headers &shall be adeqL ately t a ed to �": �": �": �": �": �": � , -IF . . . . �": , , � � , cf� - . . .. " I ,�,��, gravity - �, _ I....�I�", . ;_1 . . . . � , -\ � \� ,��\ , � . . . 1��,�� _11�, ,� . \,,-\ --- , . I . "�� I I I I . I I .1 I I . , .. . . . � - - Wait sheathing shall be wrapped in Tyvek Housewrap or equal. Install as per . .. 11� - - I I , I I 1, �- � I- I N trench at foundation, lay filter fabric in excavation, lay bed of 1/2"gravel sloped ;� ��-, 11-1 manufacturer's recommendations, making sure to achieve all airtight seal at the I � �,,��,� I ,�� '�\ ;z, , - �,�� :�,.,'- as noted above, lay pipe oil gravel bed, cover with additional gravel for 4" . �_ CMU OPENING R-EINFORCINGDETAIL CMU CONTROL OINTDETAIL BLOCKING@ BEARING WALL ,-�"� �";-,--," 15. edges of the wrap&at all interiorjoilits. ' ct I I I J _& 11�I"- Roof sheathing shall be 518" Exposure I tongue & groove plywood I�lued w/ inininumi cover above top of pipe, then lay remaining filter fabric over top of "...� - I 1. 9 , � LLI 'N �:� I �� -,,-�,, i6. waterproof construction adhesive &screwed or nailed i2" OC to frairling., gravel to provide a complete filter fabric enclosure of the pipe. Fill to grade with +_� . �_'�,�-_ 17. All dimensions are to center of beani or joist unless noted otherwise. I/2"gravel&cover with mulch to match surrounding bed. ' i . - -11 � 181-11, 1 1 18. Plywood decks shall bear uniforlidy along the top chords of the joists. 1,�, 3. Seal Outside of all exterior below-grade CMU walls enclosing only crawl space _4!� 12'-2" 1 'A -1 I I 1.�"':��, !..._7 1, " , ,-�, 19. Ho using water-repellent cement plaster. Cover w/one coat of tar over entire , , '�, "'� � .� - -,,� Id floor decking panels apart as recommended by decking manufacturer. I I ; - -��,,, !I-0 1� , , �, 23 surface of Nvall and extending onto top of footing. For walls enclosing basement, 21 -Y k" Hold floor deck panels away from items penetrating floor deck as recommended +_� � :� I � " 1, " A cellar or other useable, space, install single-ply-waterproofing nienibratie, cover A . �, � .1 �',� ,� by floor deck manufacturer to allow for expansion &contraction of floor'.,deck. 1� A �, I �I 1, �"I With I/2" miniiiiiiiii inorganic protection board & backfill with 1/L'," gravel to 1) \1�',_,� I grade. I � -qZJ N 4. Provide 6 iiiiI polyethylene vapor barrier under all concrete floor slabs under ;_� '�'-- .- 'I, see engineering drawings _Q,,,� roof. Vapor barrier shall be installed over 4" gravel drainage fill &shall be lapped cf� +..) I ?. I A to,-final construction details 1 6"Illillillulni at alljoints. .I- see en�lineering drawings 11 I . -11 --- I � "I " I L I -L �7w, '' � cf� I ,11"",'11, 1 L 7�L,>'�"",C, , ,q, ",", -11 , , ,,_,_� � � , I I , Ji - 1= L ''TV "'� N for final I Construction details . - ,�', ,, I ", , ` ,I ,,I I " , ", I 1, Ln " L +:*6* "' 11 " � * . * 11 I " - , , ,,,, ,�, '11,_Aj, , � . . . - . . . . .,-. " I 1, � ,...i I . . . . . . _', - . . . .. . � -.11 I.1, �,,,,� 11� . .,, . . ., , I -. . i'., . ., . ,., . 1.- ., . .� . . ., . ., . .., . ., ., . . ., . ., . " . . L IN.', �E� � 'I', I - , � .1 " I . . . . . .. . K . I+1 I I - I � - � 1-1 , I , I , I '-- _7 � � � I, . , � . . � . . . . " - . -- - 1, . . . . I - - - - I . . I . . - . , . . . - . . . - . - . . . . I - . . . . . . . � . . '. . . . . . . . . . 1_= . . . �,I . . . , . . . . I � I .< . a 4 . . .: . , . , � . " .. . , 4 . - .� a , .� . * � -2 "L .. 1. I I - " t - . . L, . . . . . . . . . . . . . : - - : - - : -, .. I L . . . . .. . . . . . , I `� .F .4 . .� . .� . '. . . .4 . . .�. " , .� ... . 11 . 1. . '. I '. . . . . . . . . , . . '. . : . 'L, . . . . I . . . . I . . . . . - - ,"I I ;_� . . . . . . . , '' - . . . . . . , . . : I CONCRETE MASONRY UNITNOTES . ., . . . . . . ,�,,� ., . ., . , . ., . .-I .1 ., . ., . . ., .7 *1 , , . , . ., . ., . ., . _ . '' 10 . . . ,," '. � � � I . "" . . , . , . � , - � . . . I 1, . > , . , ," . . . . . ,*�, . -.�. . . -.�. . . I 1, 4 I , '*' , , ' ' ' ' ' ' ' ' , ' ' ' , , I . . - * I'. - , "'. - * *I'. - , "'. - ' '*'. . . . . """' - - - . . . - . . .. ,� cylo� . . . - . . . . . . . . . . .� . . . . . , , . ., . ., . .� . ., . 1�� i� .. " . . . . . . . 1.. . . . . , . . I I 1. All Structural information shown is for reference purposes only. Builder shall I I - * I - * I - , 4 - , � - , .. �.I '. . I .� 1. .4 .< . . .� . � .11 I . I . . . I . I . W - - . I . '. . '. . . ., . ..-, .. . '', .. . '., . . '., .. . *., -. . '., . ..., - ..� . .., . ..� . ..� . .., I . i , , 1114, . . . . . . . . . . . : ) - : .1 .1 . : .1 .. . : - , �. . have a local licensed structural engineer review actual site conditions & design all " j � .1 4 . . .1 ., ..�. , � . � � . IU . . � . - � . . � . ,; � . -.�. . ..�. . . .. . . . - '' � * ::) . . , I 11 . . . . . . , . . . . . I , (�]_ . . . " - , - , ,,,,� . - .� . - .� . . Q) .� .< . " *�. - * - .'. - , "*'. - , '.'- - , 'I'. - . . . 10111 . . . . . . . . . . . i I I I . __ i�"I . - . .� . .� . - .4 . - � 'Pt . .4 . .� . .� . .< . , .� . .� . � .4 . �" ,,-I I I I I 1. I�I - � I I 11 . � I "' _11 I structural elements Such as footings, foundation walls&slabs. I , , , , . . , . . . . . . . . . . . I,';, ",, ,A All niasonry shall be laid plumb, true and square w/filled joints. All walls shall be 40� . . . . . 11, , . I . . . . . . . . . , � 2. U . . . . -1 . . , . . -, . . � I . . . ., I : , - : , - : , - * - - - , - - - , I'll - - , - - * - - I - - I . , . ., . , . . ',,, - . I , , a, .1 " .1 .1 . ., . ., . .% . . . .* .. - :. .1 ., . . . ,,,, 1 �.- I" * I � . - � . - � . - � . � . " _11 , , , , , , , , . . . * ,.�. . , ,.,. . , ,.,. . '. . . . . . . . . . . . . �� 1"I'll",` I'll adequately braced until securely tied to the structure. No work shall be done __� .�. - - - - - - - , . . . 1� r � . . ,,� 11 . I. ., .* .�- ., ., .4. ., ., -�- .* 1* -�- ., " .�- ., '" .�- .4- ., " .4 . . .� . a .� . - �� . " .4 . - .� . , .� . . .� . .� . I subject to freezing conditions. All exposed work shall be brush-cleaned to be I . , '. � . . 1. . ... . I . '. . 1� � ... . '. . I . 11 I A �� , . .. . , . , . . I - , - , . I . . I "' free of surface mortar. All iriasonry work below finish grade shall be filled with , . . I . . * . . I . 1," . . . . . . . . . . . . . . I - . - - . - - . - - . A . " . ,I , , , . . -1 .� . , . , . . . -, � - - - ....;-1 1,"�� .� . .1 . .� . " . . .1 . . .� . . I - , -j,;*,,"',X...�-;-"Cbotpi�6i&�-,;,�",.".,;.,*', - - - , � - 1,11"i I (�I . . , � . � . � i", . . : . . � . . � . � I � - � - � - � � . , I I 11 - * � . . . . " . . . . '. . . . . . . . . . . . . . 1, 1-..i 1. . . . . . . . . . . . , , * , , , ;` , , , , , , * , , . . . . , . . . . . 1U grout. This includes all cores, cavities & other spaces. Newly laid masonry shall . I . . . . , - . , . � I L . ., . .4 . .4 . .� . , .� . .� I - - " - - .1 - - .1 - - .4 . .� . .� . � - I 4, I . , I ,;....1, . -. e--�.........,:-:,.,e,� ,Q� ...e-., . . - ,,/,, not be disturbed in any manner. Any section which has been disturbed before , ; 1. ... � I I . .0 �,�,�.....C_I....111�11;�, , *' ,4 , , I I 1;...� . �. . . . . . . . . . . . . . " . , . .J , . . , . . -, . . . , . .., 4 L , " . . . . . . . . . . . -_ - : : , - . , I . . , ., '.� . .., . I I . , ., . . . . % I ., ., . . . , , "' - � . ., . . 1;1 .1 . .1 . . . �. .,.., > .,... .. . .. , .,... , .,. . , . . � :�", �. . .. . . . ..�. . . ..... . . � . � � . . � . . � , . . . ..� . I -��,, "I", mortar has set shall be completely reiiioved & re-laid. Protect niasonry work . . .. . . . . �" . . - . . . I. - - - - * - - . I - - . . . ,,,,,�,, �'� �L 4. - " . , . , . .� . � . I ,,',',',',, 1,1',� Q) ,-,- . . .. .. .. , , * , , , . I I , I - ,61 from moisture and temperature changes at the end of each day's work. I- , * � . :, .. ��' . .I.' . .�' . .� I I .1 . - . , , , , � .� . .� .< .� - . I ,,'0" I . I . . . .. I I � .. I ,� Concrete masonry units shall be Sound, dry, clean & free froili cracks. CMUs t ,Q ,,, ., . . , . 4"concrete slab . .., .. ..,LL�',I . I . " " � . . . al I I 1Z - .. (�. . . . , . � . I 1. . . . . . . . . . - , , , . . . . " 3. 0 . ". . . . . - - - : I - , . . . . . . . : .. ,,'� _�1'1, . . . . . : I I �, . .1 . ., . ., "I ,__,� I . " . 7 C_ . i . . . . . �. �. . . .. - - .. � . ..- � . ..I � . - � . - � . - ..- I .. I I shall be Grade A units conforming to ASTM C-go. CMUs shall be laid running .�� ---- - - . . . - . . . . " " I " . . ,�,�k',,", . . . . . . . . - . "' - �) �: A . . . . . . . . . . I , . . 1. - I.,. . - over VB over 4"gravel fill "-'. . - " . - - I - - , 4 . " '13! ,rJ , I , , 4 . te sl 3b , 1. 1. � z I I I Z -1 ,�, " 11 "g 3vel till. - , . - ' . � "I -1 I . , . . .� ,".C - "' , � . " , , .�' . N 0 11.I . .� . . on corn acted earth .� . '. .< , "', .4 . .� . .� . , . . bond using full & half-blockS unless noted otherwise. Saw-cut blocks if 1. I ..p .. . . Z . I 11 I .0 .. . . . . . . ., . . I - . . . . . . . "a . . - .over VB over 4"g . I . I'll, I - . . ... . . . . . . . . . " . I . . . : - : Q, . : .1 . I :,"", I'll -2 i E I ., �0 * on compacted e3rth ' - �,), " . - , , , . �' , Z . ., . .1 . .1 . . ., 1� �J . A * " , " , '" , " , ..I . .I . . , . ", , . , _. . . � . ""I, I Q tion-inodular dimensions are required. � . . � . . � . � . � 40 . . . � . � - I 1�0 J, I :Z 14 �D . . . . . . . . �0 . , , . . I , CMU bearing walls shall be iiiiiiiiiiiiiii 8" thick, & shall be reinforced - - - I - - I . , . . . - I. � . . . .�. rN . . , �1,1 '04,� 4- . . . . . . . . �, . . - , . - , Q � N _1�1 I,, . . , . . . . . . " . . . . . , - . . 4 . . . � . � A "'" - L L i .. � cz . " .� . .� . . .� . . . �� . .� . � .� .. . .� . .� . ., - , .� . . ., . . . 11, 111 I ,-I - , '. '. � '. , 1. I ... 1. I I , . . . . . . . . . . . . ` "414 1 . . . . . "I L ", - I w/truss-type reinforcing every other course. Reinforce CMUs vertically by . . . . . . . . . . . . . . . . . .�,, . : . � I - i I.I... � -.I... � _..,... '" , '*' , .., . .., :.., .. :., .. - :.., .- ...D- .-1..."., - :., ., - :., ." - :., ., .1 .1 - ,., 11 _E 4) filling cores froin footing to top of wall w/grout& I #5 bar 48" OC. Reinforce . �, , . - � . - � . . � � . . . . . � . . .'. . . � . , � . . � . . � . . . . . � . 11 ', X I Q) I - . . . . . . . . . . . . . . . . . . . 11 - I - - - I - - I - - I . I CMUs @ corners by filling all such cores from footing to top of wall w/grout& . . . . . . . . . . . . . . . I - . -, � I . . , - - - * , � . � . �'A �...1(.*&0i0h�t.............4.......f� , .� . .4 a .� . .� . .� . I .� . .4 . .� . , .� . , . - -_,;-f�, . - . I 1. '. 1. .1 I ..) , I � � ,, .. .. , '. . . . . lin . . . . . . . 11 L . . . . , , . . . . . . . . . . . . "I . . . . . . . . . . . . : , - , - - , . . . . . . . . : .,--,,, �_ �11 . . . . . . . � 1 #5 bar. Reinforce CMUs within i6" of beani or girder bearing or other . 1. I . . . . .. , . . . . . . - . .. . . . , . .., . .., . a., 1� ," ., . ., . ., . ., . ., I ., . .1 . ., . ., , .� . ,, ", 1� .a I � concentrated loads by filling all such cores from footing to top of wall w/grout 1� � . - : . - � . - � . - I . I � - � - � - - - � ", 14, , , . . . . . .(I . . ..�� I":. 1. ":- 1. - -.,. . ..,. . ,., . .., . . . . . . . . . . . . . . - . . . . . . . . . . . . 10 -11 I '. . . . . . . . . . . . - � , '. � � I . ,*. .� . , .� . , .4 . , .4 . . .4 . . .� .".,�,�f"".".,E:I,",.-,'-�"".-,--�--'--,--.------,-,�....(P,...,- --,--.------I--.- I I �,:.,� 11 I L I I- I I I � . 1. . . I . I . I . I I '. � . 1. . ... . ,�\11 ,,,?,',� ��, J & I #5 bar each core. Reinforce 1 CMU core under each e d of bo id bearris , . . . . . �. , - : �, - - - , - - , - - , - - , 1, I - . . . . . . . . . . . . . . � 19 . .' - . . . . . . . . 11,11T. : . . - .. - .. - .. I ,�_, by filling all Such cores from footing to top of wall w/grout &1 -115 bar each -. , . .. .- . .-. . .. .. . ... I ... I. :... I - ,... .____�. I - � . .., 1� I 1��111, I I ,�� , " ""Y' , . . . � . . � . :. , � . '.. . � . . � I 'L� ,- . . . . . . . . . . . . . . . . , - a . _, 1� core. Reinforce all openings in CMU walls larger than 12"ill any direction W/2 11 - . . , . . . . I I - - I - - A ,,� . . . . , , , , . . I . - -t - -.�-''._ -.I. - - I , - - I , - - I . - - I - I ,I - ..-F . . . 4, . , , '�* . , , '�' . . � . . � , �' . , 4' . , � . . , � . " � . ,� . , < . , , . 4 . " I \ Iz.J .. 1. .� .. I . . 1. . . I . . I . . I . . . . I . . 1. . . � .� . � . I . . '. . � . . I . . � . . I'll I 11� # past corners of opening. , , . I",I 1, 1 5 bars at all sides of the opening. Extend bars 24" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : - - : , - : - - : - - : - , : .1 ., , -.1 "�,� ,�, .1 I ,-, I '.1 I '.- I ,.- , 'I" , ," ", '*' , '" , *" , ." . ., .I � ., . � ., . � ., . . ��,,,, �� Reinforcing bars shall be ASTM A-615 Grade 6o. Extend hook bars of same size - - , . . . ,� - � '1� , , . 2,11 .. . - : . - � . - � . - I . . . . . . , �� , � - . I - - I - - I - - � - - � - . 1. "" , . . . . � -,_ , " I ill n et I . , "1; . . . . . . " , , , , * , * , , - I as vertical reinforcing into footing & lap vertical reinforcing 24 nilli ul . ,L , , , * , � . , , , * * . . . I . . . , . . . , , , * , * , , * . , , . - I . - 11 , * . - .1 - , - .1 - - � - - -1 . I � "I I Construction S' I . � 51 . . 4 . 4 . 4 . � . :_ � . � . 4 . 4 . � . < . ""' . - - - - . -I a - - . - � - -- -- I � 1. I . ___ - - . . . . - I - _�- --_ ---.P!.i- _. . . . �, "' �1. . ell, I I Install bond beam course w/i #5 continuous Ca) top of all CMU retaining walls . . . . . . . . . . . . . . . . . . . . : : .. I - : I - : I ., . :.., P - :.1 .I - :.� .. . :.1 ., , . . , �,,;, "I , � . . . . . .. .. . .1 . . . ,,', �, . ., . ., . .� . ., . . I , Q- - -- -- -- ----- qJ : . . . . It __- - �_. . . . . . . . - . . : C�7,isting structure A .1 - . � 7' . � , � . . � . '. �'e, I - �, I . � -, ., . . I �. . . . . . . . . . . .,. . I I I -,-, -, le __', L -. -___�_� -.-: � __- � --- -1 - , . . . � . . I . , . - � . . . . '' &above all door&window openings. - . .r. - . . " Project #: � . . . . . .,7 ��,,� I - - - - - - - - . , I 0i "� "-�I- . - * *,* . - , , . . ., . . �' . , .< . . ., ,,, � . , .� . . .� . . .� . - .� . .1 .� . - .� . , .1. . * .� . .� . , I:) .J 1. . . I . . 1. ,..�, . . I . I "', . 1. 1. � . , - . '. . '. . '. . � . , ��,, 5- Consult local licensed structural engineer if CMU walls will be required to act as �_l - . -;--- -_ , I � . -. . . -__: .-_. - __M . 7 , . _W0 I'll' � -- -- __- ------- -------- I I ,11 . . . . . -.- . . . . - . . , .1 . , . . . : - - : - - : ,a �, I retaining walls. Backfill after first floor is set. I , . . ., . I . . . ., ., . .� . " 1'r `_�� . . �,�, ""4�1 A . ' . � , � . - � . - ' ' ' llill 1_ 11'� � 14001 . . "-, �� """' , , , : . , , -;1' ,I . . equal - . . ' .'. . * 1� I ,:" � 6. Mortar shall be freshly prepared and uniformly mixed in the ratio by volume of "' 111"', - - - - . equal .'. . I . . ,� I 1� I . _. . - . � . . . . � . , -i . , 1,r - 1- . . . . I - - -, .4 . . . .1 . . . . . , 1�1 � I � ... 1. -1 �, I i part cement, i part time putty, 6 parts sand &shall conforill to ASTM 27o and �, -11 . . . . . . . . . . . ,,�� ,�� L Date: . : , . , . . . . . . . . . . : ,1'1� -, I 11 . ..., . .., . .., . .., . .., . ..., . I I �, I 'J to BIA Designation M1-72. Lime putty may be oinitted if plastic type ceirient is '�_111 � - - � - I I - - I - . � . . . . I ,; �1) . . I ., : .., . , . - 1 * ^ - - - . " , ,,, 1 :" .--i.- . � .I , , - . I . - - I ". L, , , , , 1 3/2/15 t �, , , "" , ,�""- "-"- � �1: , " �, � ' A', �� , , . , , ', I __ �' , , , " A� 3 , - " I - �k �§ ,��L_,""",� ;, ,, �, ,� &__ ,B, I I - �," , ,0 ,�_ ,,,,I 17111,1111111 ,----- -"- , , , __ ,- I , � : 'Iffig"A _ '� - ", 1'�""I' I I �? ��, ''I ,NEW-1,111i"', ,,,,`,�," ',�" ,� �,�, ,, 1%. 1-5- ""I I used. All inortarjoints shall be completely filled as the inasonry units are laid. ,i�'_ �2� , I- 6- - , � J - -_ I �11� ," �,�L � I ,- ,-,,� ", - 1. , �',, , Grout shall be freshly rilixed Of fluid consistency and uniformly mixed in the 2 � �, ill", ,,, I � 7. Revised: ... Q) -1 -11 I 11 , , - I , I I "'' ' I., 11 I - , � ""' *, - 1� , _11 ,��,,,�4144fs; � ----'-I'- , , " 3�'I "I ratio by volume of 1 part cement, 3 parts sand & 2 parts pea gravel. Fill cells of _. A , 1�,,,,,,� ,�, . I I 1,"" � L " , co �I - L, �i��,_- M�� _", ----I __ .. -- L I masonry in vertical reinforcing in lifts not to exceed 48". Grout shall conform to I ,��` ASTM Designation C-476. � I I � 11 I ; L, " �� - � 4� L, _ . I 11-01 I PROPERTY LINE, VERIFY ALL MEASUREMENTS IN FIELD I L_�4 � - 18'-1" existing foundation 1 12'-2" - � Sheet 11 1, I I � L I : I S2 , 1 A/S2_ 1 ��\\ _____ 1/4"=1 ' FOUNDATION & FIRST LEVEL FLOOR FRAMING PLAN : ----- - __ I � _. . L I I I _111- - � L . I L - I . I I \\`1 r. 5 v crimp metal roofing over roofing felt � �\� 1. over existing roof deck over rafters . align rafters&5-v roofing seams) 11 I �. o 2+� , .:" s \ 1211 --------- - - -- _...• 8iiiiii�illillillillillillilliillillilillillillillillillillillillillilliillilliillillillillillillilliillillililit1willillililillillitillillilillillillililI4t!"Aw C:avi Loam - 1'as<6'. break flashing break flashing(See roof plan) rake flashjng ,,•:,,�,,,II I,",,ti,-.�o,. .1.,.06a IWO - 9'-6"ATTIC FLOOR h 5-v crimp metal roofing over) felt - - - - - - eave flashing over PT 1x4 edge strip over plywood roof deck T&G where IN 5-v crimp metal roofing over roofing fel exposed)over 2x8 rafters (align rafters& Cc opyright Oaoi3 Starr Sanford existing framing exposed)over 2x8 rafters (align rafte & � '� over plywood roof deck(T&G where S-v roofing seams) I 1 7��Y Design Associates, Inc. All rights -- - ` �� 5-v roofing seams) ( 9 g concepts, reserved. The design conce is ro drawings, written material, and interior finish on roof framing w/insulation p s ecifications of this document are 2X8s �� the property of Starr Sanford Design 1x10ledger- � Associates, Inc. No part of these 1x6 T&G where exposed �` documents shall be copied, disclosed 12 to others, or reproduced in part or 'Iw gH whole in any form without the cedar shingle siding over sheathing over written consent of Starr Sanford wall as detailed elsewhere w/interior finish - &insulation =1N ^IN Design Associates, Inc.Do not scale In in drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor 6x6 beam over 6x6 col mns 6x6 beam over 6x6 columns shall check and verify all dimensions and conditions of the job site. 51-101, 1 -4° Z 11 E 11N X W . 2 U m I 3' '3 a QJ f :3 p'; + »,, q, A,q I-: ¢ �- a thru-wall flashing, run out over trim cut �O in to from 2x4 PT chamfered 2x6 on P 2x6 over flashing N PT chamfered 2x6 on PT 2x6 over flashing n over 2x4 wall over 2x4 wall vertical Ix8's vertical Ix81s I 11_� '-I- ,�� _4 chamfered 2x6's @ base I I 11 __-- ) / 4� 61 � 7 (V A9.1 m 2x6 porch decking on PT 2x8 floor joists rubber membrane over sloped 3/4"plywood plywood floor deck on floor joists(see Floor plywood floor deck on floor joists(see Floor flooring on sloped e be between 2x8 Framing Plan) w/band joist at perimeter Framing Plan) w/band joist at perimeters2NDLOOR joists, run membane behind siding&over 2x8's to drain - - - - P7 existing framing o = ry 2x12's 2x12's r - - - ' J iL sloped 2x4's O 2x8's 12 U ii X . t (1) * pw� sheetrock ceiling attached to floor framingJ �_,sheetrock ceiling attached to floor framing \ �4 eave flashing over PT 1x4 edge strip J �� 5-v crimp metal roofing over roofing felt V LI J \\ 2x6 porch decking on P 2x8 floor joists \ over plywood roof deck(T&G where rubber membrane over loped 3/4"plywood U \ exposed)over 2x8 rafters (align rafters& eave flashing over PT 1x4 edge strip flooring on sloped 2x4 s between 2x8 O �� J` 5 v roofing seams) 5-v crimp metal roofing over roofing felt joists, run membane ehind siding&over \ exposed)over 2x8 rafters (align rafter & ct 2x8's to drain ,y over plywood roof deck rafters ( where 1,f v 2y�s \ \ \ v roofing seams) !� �. N - \ - \ tsv- 'y 'Y ---- \ n n „� 2x4's 16"OC �f I I � - - =1c •=1a joists to beam 'k�r�((l r�((dV n �� aE� �-tthru-bolt hru bolt beam to co/u ins---------- ^^ll _�`� . W I I I __, � -_ " ,_, 1 11 s'o" V-4" IS"'� U T&G ceiling U T&G ceiling U V L 8x8 solid wood beams 8x8 solid wood beams V ` V-4" 35°11 '^1 6x6 solid beam over brackets cut from 6x8's V 19 c O1 M� Q) 19 1 y ' � 6 o -Z of 8 U v. � s'0'.,(, -ICA ^I W 18'-1" 12'-O" 1 S cedar shingle siding over sheathing over wall as detailed elsewhere w/interior finish &insulation 19 flared cedar shingle siding(see detail} A9.1 flashing I existing floor deck on floor joists(see Floor finished floor on 4"concrete slab over VB o er Framing Plan) w/band joist at perimeter existing concrete slab as per structural concrete porch floor w/structural footings as concrete porch floor w/structural footings as I i -_- �, k; I ------- - -----_ - _shown on engineering drawings_ - _ - 1 ST FLOOR FF shown on engineering drawings { { { { { { { { t' { { d . . - - -- - n r - :. . . . . . . . . . W v v v v v ` : .0 - I• ,'I :I ... :1 ._. _ ._. 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I I .� I I 1��_� . .. I I � I— - �' ! �, _,% � :" . I 11 �:� I ,�, 1 �I -.I 1, , ,q ;�', I � - - ,, ,��,I � �,I 11 . I I I -"," ,", , , , "� I , � � I I . �� Z ...... /,� � I I I -I �, � I '.,� � "4 ;��, "I lz�lll I � ", � / _�_:'_��__ - � "I " "", 7', 7�7777"77777 7Z�---�� _11 �i 1?_:�_�,__�A I ��11 .:��<�,-,��,�-��, �� ::�,-� I I 1, I , it [�,,�- '� I -_-1-- 77 I V// Framing Plan Key �� ,�,,�,�',,�� I ,/ �,: � , ,_ ��_////", --, _��, , � I _��__��l I Vll'_��,_A I 14///11V11�,__1_�1 I � 1�___l 1 r/,//�,��11>�_] I VMIN�_ 1: I V 1"11 I 1 , [�,7S-�--��,"N 1 1_1�t`_' r."".�_�. `__�'1111'1�,�,_, ---,-',- -,�,,'-`- ------11-111, 1�_,_, 5�_1�11 " 11 I,,,," ,,,I �: / �� _, ,`,':� . --------�� --� , ,��..... , , �--.,-_,,', A ,�� _".7:� �:, �, , , ,,,,,,- , , ,, ,_____ bearing plumbing watt Z �,�-�/�Zg-�--;- ,�,,5�� I �, 1. �� - li,- � , -11 >1 __ 0 , , , �, 1�'. I -� - i�, ---,��- --, z,-,-�.,�, -- - �' I bearing wall ---- --�- �!,�, ,, _� �� ,/�� 1'1�I -" I ile top plate , unibing wall I �,� , � , - I , :;�,,, bearing wall - __I� . 11 bearing pl a -,',,', �'�4��_I -, � �'%�� _...,_� ��__,--- ,�... �� >--. "1_�',_ ,-, �, I � ,�, 'floor decking� or ��_,�, ,-� " "" _,�� 'ii�� 15�5�, or decking over floo , 0" floor deckitig(see Wall Sections) ove ff - ,�e� ,,- / I /I "I , , ��, _��,"� �� 11� -�,,�I— ,�,-,-��i,-,7_�� -,"�-\'�,, ","_/�,"�� ,,,�\".,o%� __, �,�, - -, , < �, _�,�O""_,_" �. IN �11:,0\ I ��/�/��". joists 017 truss -��_�,-.,�-�- ,�, ,', "'floor decking(See Wall Sections) o fl Ics \_1 � 11 _,:�' \ �,,,,, "I-, / 3/4"plywood flo "'� Framing Plan fo . �,�</,/1 -, ',',� , ,/:(-,, joists or trusses (see Framing Plan for I � d 1�: for "M �,�, ��,z,,,',,z�_ -- - ,, , / �, I I,��, 1 '��-,-,;,n-, , 1_�;111-I- I'll ;d. �_l joists or trusses (see.Franihig plan for -_ - \ ,,,,-,11_,�zz�=_171�_= - �< " - �///� �N/Z,�-��:5 ,vi,_,,,� _�5� I I % - trusses (see Framing Plan _ M, I �- ------ �, - � �_� .. - I -, J01SES Or - I �, joists size&spacing)w/bridgingas per �, -- - 1:! �*�',',"� Z . ,�� _ , - - * i - & aci g)w/bridging as per ; - ,3,�� `��, , �, I...�� 55� ��, I I -1�1�_11 I A, "I, . ES SiZe&spacing)w/bridging as per , / , ", �� K':S...!-.-.,__,% , ,=.'.�,'-.',' �� joists size&spacing)w/brid 'jig as per �,-�-, , �� __ ,' bearing wall below ,� - jois ��',�'_`��, I 91 ---------------------�� I ,�,�-,','�, � I - - :--':�"E�1�-2_',\', ��,- _:",� -,,��::11_�I I/X, 111"N"I"'I , , , , P T1 __ "� � lzz<t�",'�_Z�: � 11 ��' Schedules or Plans ��/,�//I.�--,��-�":�/ �,��"-1, �r 1// - ��_ Schedules or Pla- r/�',��')� Schedules or Plans � �"\"�\-,' 0 & � �`�W-� � ,�� Schedules or Plans - ,��,, �,/ 1,,,,,,,'�,,�, ,<.......��',, ",,, �I � ," ��,' , , _�,� �, I I �- double joists below bearing wall& �((�", _ , �;_'��-',, I 1,,,--: �,l�,�,,"" � , ",,,'�l_ i;�/,Z�0, ",,, .1. ......I'll, \� ��double joists below bearing wall& V/ , ,'-" - �� '. girder below bearing wall (see Floor ��,, __:�" Z�double blocking belo U& """,,-`,�§�......,-,-,,,-, �\, R ,_, I "�,��, - , 17M 1 . _ � below ) I_�11 - ___lzffl/6, ��,_ I I,-,I _ �K,� , to _'� :�,z',',,,-,,-_--__��-- -,,,,�k\,, I -,,�', �Z,l separate w/blocking full width of wall / " � , "I �� ,�<,�zi�-- lz�"_ <�,� ---------' ,11 -IF--- latch ceiling board below �� rraillilig Plan for Ey e&size) - 1, separme full-widtli c- ..________- " .4 . _...I&Z�', I I ,, , - , "��,�.... /� as shown to allow for passage of Fit... ", , 0"I", - I'll, � �Iir I ll" _-,�- "I E:�:�__ noribearing wall above I zi �,- """,-,",,,�\ I I I - , �bearing-,,,all below --_ . 11 ,�, _ '11Z allow for passage of pipes � \"�� , X '��,' ---I ,I _/1-, ��' , _ I ", ,_,,'� � �/�,/ OZZIE!, � � � I '-,',, �_, I 11 .11 ,,� --'�\\'\ 'bearing wall below ;,,�15',l,": 1�1 . /"I� ,III -I-1" 1�1""I rZ-,-,�,/,- - ,' �� ,il ,�� ,I �-��:S, I_ . �', �,� ""I ---,,,,,o,�,, 1�� Z,� " ",-, , 'bearing%\,atl below- " - ZI/�; _ ,I 'f�...� - I 4 ,',,�,, 11, I , , , � �:�� , , , -,,-- �, 1: � - -__> �, ,",,_>,W, ,,�,�,'�'-� ", A ..... .,,�, , �(�/ " -- , I yv/, ///",; I rl,:�,��,_ 1�� , ,Z_Z�, --I',-- Im "I "I \ I 1�11%1 I x, \I � : I I ,� - I"" � 7',��,"\'iiz'l��--=--,� '� -----= bearing wall above �� ,,�', ��Z ,�1_� � --,� - ,� --- �-�.'-�k-,�,�', -�"", " ,_�,,, �:-,-1 ��, � =----- - � I 1�", " I - ! 1,,� I :��'�__- ; "/, . / I� � , _��, , - h ___ , \,�z,�,z,,�, 1 ,�' '( - , - , , ,� � 0 -- ,,�P� , ", ,,,, �-- -" ,� 1, �_,lo� :,5 , , 1__1-1, \ � ",��, "', l - -l"""', , 4-- , I ,, , �, ,� -� r/ ,� ?) > 7�' 1 ': /xo�, , __ I --1 " � .1 _� �`, �,///?/��' �, � / 1�NO/, 1�1_,15 �,�,�-Z �Z -�`- �,-�"S/� " � _ __.�2�11i��,�,�i_��,",,,�_ �Z �� _> 11��_", �,`,,'�,',,,�`,l �� , �� - , ", \11`��,' 't-r '/ :-,� -1 .1 I 11 _1"_1' '\ I �� 1X_ - // �i. 5��,,,, _ 11_�, , � ,,� �,- ��____ - J - �__ " ' ' 1 7-111" -,": ��_� - -M �- ,�� ,� - / ,i2- /�,,�" ,��,_ _.... , ,/, ,--_ �,,"" 'y�;�� __ ,\, I " � �� 111,;�/ �,M _� �� \ � ,I � � , / vz� _� � ��11�,X_�, ___===� ==� I �\... , I , "I 11 �-,p \\""\"\ -,- 1 �'0/151/1 X ,�/ - �\"�, ) X - - I/ `;/,/�/�//' - , \ '�� 11 I , , , , � \ , ,� "I ,--,-111_1X girder - -I I �',��,, " , %� �< "',I I ��, � I"I ,// ��?_,�,�,� ///��,�� " ,,�2 -X, I I - , /,:,�� , , -1, " , /,, I 11,,';�,//�/�,',_�,I 11 I I I � I - . 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I ir I � Design Associates, Inc. All rights - , ,I',--- -_�,,� 61�i"r ns I 1 115X;�, �,__�5' ��_-1 � �=._ �� ,':�,�,-`,-",�-_"\ . �- "A i 1,�,," 4 , , , ,�(r,,-,,, M, ,-z)I ,,,,, Secti for �_\, , / lz ,;�i �� // �n �, / I �cl,"'��" 2 �11,l ��";�",'�; ��1//�/-, 11�__� _,�- � � �!,g K /I ; 'M �W,?�, 1-1 reserved. The design concepts, - : I - `�, . I 'i �/� Y),I :��,'�"',""'�_,__ _�,___'S,��_� "I, � Stud spacing) --------_-*� %< Y//, 1:��,_;;Pz....... ,j)!), I 1-1 , ,1111� , ��:�,',��&-,',�\ MAY 17 1 -1 __1 W , I - _ I single bottom plate 2: 77/11/1 -, I drawings, written material, and &�', ,/ 2�111111)71 �,'Y411'4` I ,�,`�-��M\�,%�,, C ...��-, �,N �", i/�111_1_ "I .11 1-1 11 I "I'll -1-1. I I I ,,,", ,/,� ,5�", 1�k � , ,�� J/ I , 1,,� 11 , ��\,�',�_ ,M�-�g\�,-\_'-' ��// / , / E -�/,, 0 I" ;,� 11 -� ,,, - �o� I �ecifications of this document are NO 9 /; ,, ,�,_ -------- �� e single head plate - Q� � Z_��;�, �' �i "I Floor Framing Plan Notes �� , 11 0 I.I./l/1,11 I,/ ,-: l�l ,�_�, -=_�__ . X, �,' NX � � " I stud , �--,��.,,l�_J"_� -11 � , ,� I I/Z/ I-- S ��/,/ �,,�;, �� I c property of Starr Sanford Design I I 0 - , I , � 1_� �7_��-_,,�, I ��, / /�,;��1001 11 -" , 1, ,��, -�� 1. " , � I ffif,I,i� 0 1*,W��-. ,\ � ��IZZ_:��<�� ,� " " : t So '!1��__,:��,��/",/,�,/l��'��`// , , I . - ,X,5�1111��1_ � ---,,- t >,�_Z/ _�;��<"_ '�' 11 ciates, Inc. No part of these , - - ?;� �, liner 0 �� \�, I - ,zl_"��1�:, I A �, , , , , ....... �Z,,;, ,,, � ��/ I � � '", ��;�, ::.,��','_'�','�'�� 1_��... " -�Z , , , , � ./, � documents shall be copied, disclosed - R: , ,��, ,Z, '5�, 1 I)i Xl,�� _ / , _� ,�,,,,�_", I _�_��_ , , 11 '-, � _1� "111, , " �,��,�_�',',;�, , ,�, , "" ��; �g, -��,�//'//-,-,� _11'1`�'��, " � � 1. Do not scale Drawings. Use only dimensions shown on drawings. If _-, " " / . I ��/,,,�', �,,��-_��-,,X ---�� -, I 1-1 1-1 �// ��-,-- - - ,,�,,�', .- _1_1_lillz;�-��-� 1'_,��_"I ',,'��','� , " , ��` , 1� to others, or reproduced in part or I ;��_ ,_��, '' �,�,��;;,-�&� � , -,� ,-�� , � ,_-��/// ,,,',,��7 1 ,� - "I 1\ ........ 11__�11 - :::::::: - 1-1 dimensions are in question, the framer shall be responsible for obtainin 1/?� �,�,,_,'?---�;--, ...�� _�// ,Z\11 �, " � , '*,� I whole in any form withlout the "� -1 " ,�/ �1:11:,�1-" \1 __ , ,�\X�11 1-1 I- ': V - !11� �� :� 1��"11_1 ,�� ":: �,;�,��j:�� I , - � 11, I N .1_? , / 11 ", %; 16 ,,�, " ,�I,,,-, .11 I : 1,__ I I__� " 'I-" � __ � I 1-1 ", 5� -,:�__.,�',,��""\ -",,, 1/,.0, i:�,- /I- 1-1 � clarification before continuing with constr f Starr Sanford �� , I I 1-1 11 11 ��/,, �1\1 _-�-.: - 1_� - /I I I � �� "�,�,� -, -K�"", 0 11 M � �� , AY',�, i / � Z :1 � written consent o -�_� ��,�Yfl"' uction. Builder shall verify aft I " , 1-1 �Z�_-. � K I ,,,��,�,,. , 1� -1 dimensions&conditions at jobsite. 'a e " 1, \ �"�,\�\,,'-\ ��-�,�� - �\ I l!""I'll ,,,�-' 1/"`(��IXZ' 1 '5�1 �".I I I i l-�� , ,- ,, 0 ME, ", �- I �,, 11 .- "' :-"��Z-_,"_', �� ,� ,,, , `��;, -, De gn A t s, Inc. Do not scale " , '111- I , , 11 " �_� � ...... I' ,� ,�� , �1_ ""X, ,,- - - -// 11 2. All structural information shown is for reference purposes only. Buil I �,1.1(6'�_., _,_� �1' _: $��,�-_,',��,�,�-,', � , - S�,��:, I I __�� ,,,�, i sso ' 1j, - _ / I- , ��, ,Y��,,;- ,,,�&�M, �V/ I �� 'X" - , Mw/ sg I,Z �,, -?'S -", /I/)IV , I , i_gs �i ,, // 1, // �1,1,`,��,, , l,,,, I �� der d as ,Usce ven dimensions only. - �- 1) (, �:�� , 1, "�Z\��:_"1111��1_11<"",_, -", 11 I�." :�,� � nctural engineer I f w - , � ", � ----,_� �,,� I - / �,_ 11 \, -��,��,� �y�, , shall have a local licensed str , ,,,��,,,��-' ��, // I�� _,\�� ,, '. ,:� �I, " review actual site conditions n.t S own verify the correct I ��__ I _11111��,._I'll V I 1, I— -` 11 , .�� -11-1-1, , -11 -- -� I 11 '1�1,i 5� ��,��>,-_-A-_- �1 ," `1 1��,`,'_',_ I I I ", - .... ... " I I / I __ ... ......�,-- ,i I ,�111,�,�_��_ ', � � -, I Z - , I / , I �:��: ,,',',1�""",:":�_' __-:""- ",�,,", �- "I � �_ ,,� i� , design all structural elements such as framing, footings, foundation walls & dimensions with Starr Sanford , i\ ',__ , , ,�, � �� ,,�� - ,� I 11 � --lr� '_5 ' I - - ------ ", I Zz O� tff�,-:��_�` -_�,��__,, -,-�,-, - , , " 1, ', "I", � - -,,- stabs.Their des - - �,' -,` -, - - "I ___,?�_�� , ��/ �� , <�� _:,__ I " ��__, - �,, -_ �M__ 'I,"I" -;��,,��' ��; ,,��Z I . I , , -:........I "", I -1 l��, I ign must take into account locally-required live loads,wood Design Associates, Inc. Contractor I "',------:.....---- � , _ -1 ,,�, _,-��, � I� \- �- , 'I, " \ � , ,-_-,-:-:�X,,, 1, _�, _ I , " �� I " -1- , / ,�,'�, 1, I ��; I I I I I spewcioes, and types of joists and rafters (dimensional lumber, LVL, metal-or shall check and verify all dimensions �, /`,11' ,� I,- �11 ,�_.z��-,�� I " -_',I,- I � I 11'1� \'��, " - '' , �, I...I . _� �I �, \ =1_'_ , I ply od-web truss-joists, etc.) any of which may vary with your locality, and conditions of the job site. - ", '/ "I'll /I I I l, 11, /, / I , _ I I "� - -- ,-11 , " I "A �//Z . ,,, . . . . I . I J I ___J 11 h, ,� /i �f wl,��"I'll I I k � -, ��,_\,��,,,_-1,11" :: I I - contractor,and builditig material supplier. ; " '11 3. Headers shall be sized by local architect or engineer to meet all local live & . . BLOCKING@BEARING WALL Door Framing kri-,!�' Partition Wall FLOOR JOISTS@ BEARING WALL BLOCKING@ BEARING PLUMBING WALL BLOCKING@ BEARING PLUMBING WALL � dead load requirements. L[31:�4i&I 1 4. Provide full solid stud bearing from all beam, girder or header end � conditions to solid foundation condition below. - . 5. Install intermediate stringer for stairs over 30" wide unless sub-risers cut __ 1<:1 I K//_,��.�11 1 [,//11/)INF_��:�i I I I 11� I - I I � lap top plates as shown&nail plates from solid 2x8s and sub-treads cu.t from solid 2X12s are use , in w tion-bearing wall � 'I- _� I I d bl t late .op plate run bottom top plate of long wall contin- no intermediate stringers are required unless stairs are more than 6o"wide. ��"-_41__ I 1�floor decking(see Wall Sections)ov 1, � I I,- c4PI,es - -ipples ------_ 41 �/V�, uous @,r-joint;lap top top plate of'l'- together w/12 t6d cc nails minimum It double floor joists under walls parallel to joists. Install solid bridging ' oists or trusses (see Framing Plan for _<�:�, ___:�_ wall as shown&attach to bottom top (?� splice ,'I 6. Insta i , .. between floor joists under walls perpendicular to joists. Provide X or solid __ . �__,_,�_ - -__ // plate as shown w/4: 16d cc nails �, joists size&spacing)w/bridging as , - /z""';', ls� I ls�11, I bracing at 8' - o" maximum for floor joists. Double header joists and §"�, 1 21�61 _�_� 1�1� ��- Schedules or Plans - 1� �1_lx ;" I ��,.' " /, - "�� - trimmers @ all floor openings where joists terminate. Install all bridging and "A I ... 'A I �� I ,//,!, 11 - ��" \\\� . ,,double joists below,noti-bearitip,wA _� X11 � ��_. \\ 1\ \ - � - . 4�1'f_" Ili _;� N � " Q If - �fl Z� (�,,�,- . 11,1;el_,�>___�__,I JQ 7. Provide ou le 2X8 strong ac @ midspa ceiling joist spans over io' ��,',�� \ ,/��-_-� _-, / � ", , ��_ ___ - ,_ - 8. long. �, I- - , , I '_1 M��/"/ :�� q, � - ? - 1�� , Hip rafters, ridge boards&valley rafters shall be one size larger than rafters. - , 1 -2", , I 11 0, -;, _. � I%, 1 ,2 . 411 �. ,� ) _',,� I Purlins shall be the same size as rafters. Provide 2x6 rafter ties at all �91 ,� \ '1'11� \ ;1",-'.,�l/--��-,��-�;:�---,-"�llo.""Z��XX-Z`��/��%`��%%�=��-"�"`--�`-��`--��/`%""%`-" , 1�,,,... ", " - --Z/2//;` / _N� , - "'Q i", ,, � ��, //, , �11 _11, 6 /C�,,_ W, �w 1 9. locations where ceiling joists run perpendicular to rafters. , I � � - - ,� �, , � � � � _107 _ - - I 1�111 //111 . . Sheathing shall span over all plates & headers & shall be adequately nailed / 'A -, - - I I 1, - ,- , " _ I ,� - �� ,// I 'll � . - I I 1��_,/� _,� �__ \ I�I/,--/-I ,q 10. to create a diaphragm wall. �1> L2��/,-_ � ,:�5 �5� ,,-,-, ,� ;01_//�/��' 2, . . . , �� A/ 'i� 1_� I H. All dimensions are to center of beam or joist unless noted otherwise. �� _��MOR_ -1 I F 11 , I -_ I . L . I 12. Plywood decks shall bear uniformly along the top chords of the joists. "5�;�,_�-, �,11111"I'll -1 I I I /// I = �-4 ,��,��11 4//-1 I I/1�//_�,',. = 1*11 - . qfe�ll( I I N + 13. Hold floor decking panels apart as recommen e y ec I(\_ ��,I " Hold floor deck panels away from items penc deck as , , , ,',,�,,'I.,"�,,',, �...../ I ' 4� 1 , I �� trating floo, 11.._. -��,�-",-,��--,-' -5:-` wall suids wall Studs Z Ic recommended by floor deck manufacturer to allow for expansion & _1 I 'I',- ---,�-,� :....,_, "Vl,g,�p_ �- 1. :) >< _.., , . ,�',_; - I , (see Wal #01 �_ (see Wall �_ contraction of floor deck. " �, - M, �/M �11� -I---'. /I Sections for 6_� '/,)i y i;I, 4 , Sections or I �, - �/ , � �_ 'i�i � ,�, - 1 At stud spacing) I stud spacing) 1�. A ,I 'I'rpl�gmt- single bottom p ate I single bottom p '/ "' //�E�-,,* , double header(: /// """e--),�� , , W X /�,�,,,, ,X double header(see Wo a -5;5�2z,&// 0 �Ii/I i(11 �' Header Schedule for header 0 Header Schedule for header It j f�,,,,,,,'�,' ' -;�__` _____� Q� , `/ a sizes&allowable spans) - ��/,/,/, 1111161, sizes&allowable spans) � � ',"/ , �-/ --// " '/ 0 ct -'-5 ��, r�� 0 - I--- 5-",-,5 �,-'� Stud " Stud - � ,,,,,, �-" _ IM100,' <,,,�5,��-,' I- liner - I _�, liner � (:� ,/ZI 1, single sill plate over sill cripples(ali� ,I1 10, ,�-�,-,,,,, / 10 _, _�? /Z , I 1, ,� ,,,� _,-, w/head cri pplcs aboN I, �_ / W/1110/0/11',"/ �/, , ?��r',� e,-, `�A*11 --A-" �., ;; X/�,'/,o --�,,� 25�11,11� 1, Z ,- '11,11",�-,`Z/,----,--�� , �7 " �l� , 1� I-- , / __// �,,.-,,x, /�,,,""'llf(,,,,-,, '/,- --,,,-,- , �1�J I _,,Ll I I", 1_/1,_."�,1,/ I "'P/l/11 ��__O , ,-�,� �� C.� �,_� I , , il, ,",��.'O> -,--,, - - - // �l, I �,-,,'-,--'��-----�,' 0 ",� I --- -,-,-� I:_� I - �-,��_�:i�W__�,,�,�_ ��11, , ,/", , "�, I -,�_ I I ,,, , � I'll- I I ",,,, � :I: / I " / _/,�,/�/�' /,A�/�,,O I +_� ) /I "I I /I 1 I ;i I " � , , I � I i - - I . .. ... I I I I I I -1 � " . I .. . . --- I o 1, , i?III��k ... I I - I I i I t.... ,I I I . I I ;0 1 1/411 '� Ct """ ... - FLOOR JOISTS@ NON-BEARING WALL DOORFRAMIN6 @ LOADBLARING WALL 11-01, Window Framing (�&_ Loadbearing Wall Top Plate Splice Top Plate Splice � "__� 1�1 I I I I orm, � � . -- " '-1._._1__,-11 _,_____,�,"," -_'�,',`_-�'�,',Z,' �--"` -, I 11" _ I'll I� 1, �,,,'��"\:�,��,�"\,�N�'��,�.','_,�-,:,-"::�,-�,�,..:-.-�--,�--,--,-,--,��-- 1, ,__�,�"_Z 1�, , � �,� , ' ____ -�_ ,, '�"""§ ,�,, ,�5', , � , ,�\ - ,- ,A�V,,,,�,��",_- -,-,-�Q',�":"-,�- , _- 'I..- � � � - .- , , , �floor decking(see Wall Sectiom) CIVer flc,c)r '1- � . - __- � -1 ��,�, -��,�,_- -,.- �,,�� _ . I / ".--�. �,_ "�k�%,� , ,�,�� : . �, __ �' �_ ec (see Wall Sections) over floor �-,,'�` , _ ::,----��-��,-�,--,� `il)�,,,-,k,'�_ �-,-_-::::_-, - ��, joists or trusses (see Framing I ", I - ,,,� -1\-11_,.1__ ......� - �� , ,,\" ,,, \ ,�,�zi�kl',-,�......= ,,�, I I . ...... , ��,\X �.......��---7� ��,�_ " _!��, - - ,,,. or trusses (see Framing Plan f( , -, \\��\�-,-,,-��"-"-",--��,�,�\,\- �, ,,,, ,\�Z,,�,,��M 11 1,�_, 0/ - ." k...�,`�,,, -,' I I I "I I ,�,�,�\,. - 1�-��, ;Y/,, Joisis size�x s acing)w/brid 1�� __ 1_ I ,�� "L---��,, P " i -" '- � - "' ��, �6\� ,� _:�_,,,,,,��, "'. in ,Z\i ji�,_-�`-.,�,�Q,��,`_ ,-,-,`-,,�,��'- - -, �,,, __'=zz��'11,I 1�_' - , �/��'. Schedules or Plans ,�,--I, , I - I_...._,,,��I -,- joists size spacing)w/bridging as pei :) , ,� ," , , , ,,",", ,,nz:�__'�: +_� ,��11\\,�' , `,',,;� � _ ',�,_.,_ �\\&�,,,�, ��-,�,� I - - _ �. s "\ - � \,� ,',Ii,,� 1�,_:Z'_111�;�,_",��,7Z: ? , .--- Schedules or Plans : ,� ,��:,\-��,\�,,,��-�,��,--.-�,,,�� i�--�:_' ,--,---��,-,-,--z-,,z<� 'I.Pprovide double trimmers&d, 11 , : :;::: � , I "Xontinuous cap blo ....� 'i'zZZ�.',-, , l`/ headers @ all floor openings 11"X 1) I �\"' 11, "k li I \" ___,�.S,_"� ,,,,, _� k-,- - �� 3 11�� /�:-__ I - , \ I'll 'N �,,zZ 1 ':,� �"......�\Z I N U,)Zz I � >�,, \ - , - - \\ " -" " .-- -,�"` -\V��" � 0��,",-",-- -Z ----�-��,' - � , cking one size larger I =.!_',,, ,, -�, , " " than wall studs(2x6 for 2X4 wall,2XZ5 ;-��,\-,�\,\--"--",\-�-,,,,--,-,-,,,--,: " W 1Z " ,U 1Z I ��, noted otherwise __ \ -1 A I --"-\,�,��--Z� -__1 ,1Z �I � ..."',""', 11,14----�� , tor 2X6 wait, etc.)over top of wall for ",-1,_"��.1-- I _�_ \\," ,---:��-�7,-"�-�--'�,�'�,,,�,,,�, X ,�: A .1 � I .,.YM(� 1 W \:!", �_ \,,, . --.--,, 1\ =? , �. I _�,_ \_§`__ - ___ � � >': 0) .1 I'll, �,�_�_,"Z11- - _�.%� _�, , I �, - "'<- - --�-, ,� - - ,_Q��-_�, ,\\�� ,�"\ , k I -,- '� 11 I ,-,'',,��,�-�-5:7_:��,',��_'�_-_� _= ?_��,i�,� I N.� , ,\Nl� q),zi� Q) P 1. "'11-1__11 , - " - � / , i �111�,"., - I I I , - -_(I� 11, .1 I -,,�,,, , ceiling board attachment I-,-- :�- ,\;'-"' �"I-.1_',�1, ,,, _� . ,,� ;-� ,L_,� -\-\\,\"""�'�-,�,,�'��-�-��,��, -, � � ---- ," I -- - , ��,__ - 11 I _,�_� C_- Z3 r_ 1,_,��: ,� _ - �\`,��" ", -l"11,11- � double 2x12 band joist -J I ,,,,, ,:��?/ ", ��', �C' , Z� �f�,-,:... :-,-.',, 5=,:��,�< ,��,� :i�Zi,,--,\--,�-,_�,\"�- ___ ,�,\\I &1�1 *Z_� ',/Z/',, � , ,�7"\� ��_:_....... - � 0 Z 0 : R, ,� -_�_, � ,\�,�� - _____ \�,��,1�111V .. 1, " .. I I, � -1 .- 11"\-1 �_ i 1� I 11 �: �k, ,I, I I 11 1, , I �_�ls�'�\\\,\":��..... \� �,�,-�,�-,\\\�', �',',-`��'�",','��__,� /,I H U`.�,�`, I ''I'll ,,��; 1, -1 \ - " , � 1� -=--- in- -_-7-_= for final construction details __-,I §-�_�miiii�ii�-,, 'Z I '-"-"_' I � "', 111.,�� , �)i",", �� " ,S�_,� M I- "-,----_�,�=-_ , , � I ,:�, _--y-11"11, -,,,,,-,---�,_�,,�� -1 �, ,,,l,�----:�,,, r%%"I", .��'1111 T) +..) """""" " " I "'i - _Nkl�,�, - , ,, - - 11�,_ �11.1� see engineering drawings ,�g_,_�- - I \ _��_11�v��\1�1�1 ,�,��,,��,,,�,,,',-�,�-i,,I�� Y/� , ,�/,,,i,�,'�,, , � "", , , � � ,�," -, -_1 �...I-_... _--,,-I ." _�, -�,�,, ,�, ,�iz� , - , � - ��111 "I //�' V_ �� , I ,�A , :�<� � _____ ,� 2x12 band joist / 1_ I �', I- , __._� 11�1�111" , - -, -1-1-1 111.__;,� � , - ....V,-1....IV-1 - I I .11-,__ ---- � ... - " I,� - . I I __P� �iil,',','�'_:� �;��- ---- � X ��_ ��, z� � �Is -, _ ��\ ��, __ ...�_ ,-,,,",-,-- _: - - I --------------. T) 1, , ,�,,�,,:" - " -1� � N d,,ble hea(ter I I,"Ill' I ,"�, "�i,� - , k\� T � � - '11- 1-1- , "I 11��\- /X,/ I'M ;i�� " �K,�' I - �Xl 11 -- , - - , '___ ��1: '. ,,," .. I r��,_':� 1, = S ��-- -- �,�';�-�-�,,--,'�--� --_,��,11 "'I'll, " �....�'��, "",:�, "��, . 4 ,-, -- I " . .....__ �7i� :`��'-",_'�`,.,:�1 �._4 � 1. � 11" -I ---------Z..Z 2 , I ,�- , I- , -- --- -, , �_ . 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I I i� ,�,�,�Z_---_-�__1:_<< �111_1 1�1 n�=,� '-�- -��,'��,'��,'��,�-,�'-\"�,�,,'�'�-'�l,'---\� ��-\`,li,,\-�zz�',, I i I -1 �� ..... \,-�,`�"-"-`_;�'.` , -,--�,�,,,�-....... I __1 Q��_, .�i��"11'�',,-,'�,, ',\,'\,�. .�� I.....11.1111-111- ' ��1',\'S�,,, ,�� M "I'll - , 11�'�_'O_� /V� �_5�1"I, -, �,, -��,��,\��\� - __ - - - - � I.... - , " _.1-1- I��I I I 11 1-- I` ,��, "I"Ill, x - \,,, - " \g\g,Z,'.1�, ��" - � ,, _,', , I" ,' I I .11 11�_ ,,,� . , , � ,� TJ , " " -----�-�,��,,�--��--��,-,----,��k�� _��\, 1 i lb ', ,� I ---�,-,,,'-' �� . i I I _____1 - I 120� � , �MM, �\,.'.;�_,. I �� \-"��,-��-_�,�- �, '� -, "', -1 5,-- --- , " . - lu ��g I I�:_X '-f- __ \',�-,* IF ��_ � , �S,��,� _� I I i - - - I , � �,, I "I 11 I-��k I , . I - - _ 11z�i. " - 1_1�1'1/I -, � \1 , ," "I -11_�- - _ , , . - I � r___� :�",Zi�,,�_ I�, I -I-- " _11 _ �,-.2/ "" , /M ��,'�'.'-_",-",�_ '=_ "I 1____11-___._---__-I....t....__- _____-_ I....�___' , '�� / ��,.,��-"�, ,)\ -�--=,��,�,,, I ,��"-'<�_-_-,Z- ��, I 1111111-... � I 1, ______ - Q.) ,,,�'� "" " - " = - - M__ 1-111_�Iil... \� Q�"",!\- I ," .... . _____ _____...._--------------�,��,��,��-��-.��-.-�,-,--.--,."''�--------________1 ---,�-//, ��21Z,111X 11 // ,?�i_ , �-,-�,'!:�Y,�,,_ _, J ______ ----......- Z - 1��, ��,-,',",��,'-,,\S "''�,-�-, ,_ 1�', I I '� - ��,��5 lm� ':- - � i!,�Sl ,---- -, , " ,�,,",--- ..::�:�,�,<-' I"�,," I ouble joists under walls above(typical) �Z I", /�,/- , ,-5_ -- 0,71, -�//,�,,�';��,��-ll,�'-� .-. `--,,�-�,,��--_, "- 111-, - �, , 11- _ , I", . . - - - . 0 Z� �/Zz��<;,� I \�_ , �`E �_, 'N -E� -�� _U ,/il/ �MM____'�� `,V/ ,-�,�: , '_ ��',� , ; 11 U � .-J 1,/,� , �� 1� , �, g ,, �,_I '7-- =_ ,," 11,��'<�,',, N 0 IQ 11 ",//,/////,- ,��, ��'.7�z--T..��.,�,�----,�:��,,- 1- � I 11. M- - - - e�11/1 1� I I _�_ 1, � I! I �1_1_'� I I .7� \ -_�11) , ��_,",`� , __ --1 - --X�, __ ��,'._7,','��,��-�,�,:� i I I �� ,_ �F _� -11� � " e �//,f , , __ -," ,�,��, ,� I- I- 1 4 " � "1�1 ,, ,��" ,- 0 - ,_ ""'4" //!� ��,,�,` ,� 1.11, � - �,:� I -,:) I , ��?,�,' ��i, ,xzulli,el 1, " '�� _1 U)'9 In , - . �,\,�, - ,_-��-- I, . �,I- , _� 1� � Q I �� 14 (J I , ___ . " '),///Ii(11-11 _'!"��,��__,� --��,'��,��,�,�\,"�',�,',�-��,-\\" , " �-6 I @ 2 0 1 11 I " " (- � /, ��` - , E - -_�, ,�"-_,�'�,,',�� z " t,,�� -- , U z � � � "I'�_�_,"I" 11 `�*Z��`�Z'��,�,_11,I 11,-1, , z - �,, 11 0/?",- I "I 'll, U) �Q � , - I � ,:_ I , � � - "I ,- I I I 1. " - - - -, - - -- -, 0 . I W I - . � i , 1�1 " , �,_,��' ; - �� L I I � I ,,,--�......�,-�,',','�-�:,��:�""I"��,,,,��, �',�� I- - ! -Zz_ - - ZZ: - .� I 51 11 1�� S,�z,�-�-""---,�,-��-�,'Z�,��,-',',,--,',,,I �: lu � _�'N�__ " _- �- M � � I I '1-1'111'�<,, , ��.,�:---,,,,�",�,-,-,��,,'�".,-�-,��:"\,�,-,, -1d :5 @J 1 I.i ,--,-,,, �, , - -" , Q) - -2 �: 2 �� -, I I I I _Z�� "" ...I- ___",� .1Z 11) �: 1.it � ,� �\�,, :��, ,'-, -,--, -"��-,��- 6 J - �,i � " -", -In ,��, " , ,,, ��.... .. � 'A I .. I "I , -.1.1--------, I-- ,11 _� I _Q 2_1 N, "I I �, - . I 2 � �,,,,,,-" I -1 , \�, .- - '. ) <I 'l,�,�f,�",;-',,',,,, 1_ 1, � I lu In - � U - __ - .U ..2 _�__ I � <-----_--',:�--,,,�",-=-.,�"-"-----',',,�--",�",,--,,'�," Q) Q in 11) .6 1 ,lI;X --' - , I ,�, _, - _ � _,�_ ,� � 2 . � I "O" , ,,�,,�_- � -<,��, .... ..... -- \ E CD (D - 2 � I -" , , ,1 � -,,,,,,-,,,,�,,�� .- 0 _U Z ��O_ ___�7......: S: X x-," ,\\" - , M "U N lu 0 I,1i, I � //, I �_ I , 11) 1Z-j� Q) :Nz A 1�1 , 11 �- - I 1z Z) zR I , , �- ��, I— ..� ,"I'll, - - �_��, _________t..,1 �� -11,11, 1, I , '\kz��_11_,�,�,�`_ , QJ��__ 11 � ', I I,I I _,�'�,,,�'N". I I - I 0.) I i . -9-- I Q) i I (:7e,isting structure � I I- �i I , , - I �O I I- i I .. : - 11 I - - (.'.1. FLOOR OPLNINGDLTAIL 11� I I WALLBLOCKING @ CEILING i Ill i:::) I Iz z �� I I I z I I - L'z � . I �' �; �' i I f i I _r___ - - r I - I I&I ,',;�,�w �lk��,- _�"_;_�/ ;�,, �111 I � I . I I I � I ��-��-<��, ,�--,,--,-,- 1�, , - - - 'X W/)i i I 11Z,,I I,-__ - 11",��, I - - - . : , fl decking(see Wall Sections) over tloor ��,'---,-; ,___��Z, lo, ( )_ - .� � , rr�' " I � 1 -11" I Wood Header Schedule X/ joists or trusses (see Framing Plan for �,, , ,,," .. - "Ill, � _� I 4 , �_, -, ,, ", , 2 . ,;,_:�k/ ", � , 2/1 oists size&spacing)w/bridging as per , , ,�� ,-, "� ,/,,, ...2 � - - -" I ,�� ,, I . 'i `< '. , i �_ / � ", - I Values below are valid for building widths to 32'using#2 southern yellow pine , 11, ,; ',... - " .1 , , 1, I .:�� Schedules or Plans 11 Xi -,/, 1,""", ;,..i \ Header Size Supporting Roof Only / ," ��, , I I Supporting Roof+ i Floor �_�1,2x4 blocking i6" OC (nail to cap plate " ""�", // /_,,,::��-� 1 � , ,� � I ""', '114 I 1�1,� _, I ...l I 1 2:2X -6 J -U f", ! .il 4s ,11 . �� ,/,, E I I . I;/, below to tie wall below to floor system) , //,,!�,'/ I .1-....�'_'_ .. -8!! 1 1 , - 1_� 2:2x6ls 4' � I 11��e�,11 ,� - - I ��nl�' M i"1�U§` -, ,l� I I � 1 5 -2" t "I , QJ - M_-___ P- - H ��,Continuous cap plate one size larr... ... // ,, �,Zl� 4--,-,�_ _Q 7= I "I 1 2:MIS 6!-711 61 3 1 �// -,van studs�2x6 for 2x4 wall,2X8 for-6 /11'�'�- " L_.-===I I=-- . � - :1 _, _ 1-____1_.1__..- � I � , "I . �� ai5��,,,,��_/ _� --- - 1- - - __91-21; ' . ��".1111-110 �1, - - I I - - w I ', 2: 2X1011 7 -6" Construction Set �/ wall, etc.) over top of wall for ceiling X',,,��-��,�,.. �1_';,I- � - ( 11 11 I�, Q) I I �� ? � _Q; i- 10ii !_ 11 � /�,� , "< � _2x12 band joist beam as per struct(tral I M 2:2XI21S () 8 9 "I f'?"',�,"01"Z�1. If, 6- �-&V�;",W/1, ---- qJ `� , .1-1-111 1_1 ,, I I 111�, / _Q All structural information shown is for reference purposes only. Builder shall have a , _1 , � ,__ ,� " Z I �� board attachment ",e�)�,-�-,-- "". -l, /." Y, �, ,WIi��;ei - _;�' � 1� � I _� - ._ "', ,-1 ; -1 , / ) � ;_11'�� _1 , kl� , .1 _� i" - I _!� �1� _��,_____,:,��, .�.I "I �_ v _Q rigmeer review �_�__�,- M,/ :� - ,��,�,___"_�� ,_,�, I. ��_/�', __ , ,/��-��_,��. .....", 1, elements, including wood headers. Engineer's design must take into account ,__��" - - / i I local licensed structural e actual site conditions & design all framing "- ,�, I ,,X_////�,�,�� , ,,,�, ", , Project #: -, " �� 1-1 - `_-,,,�, 4 , , ,- - , �,,, ,_l% i, - - Z' � r� 1-.,.,,i ,�-� -2 1 _� I , . lqi��,-, I �____ / 1.",", , , , ��-�, � , _/� I I -�� / I . . . . . I I I locally-required live loads,wood species, and types of headers (dimensional lumber, 14001 11>_��p" , �,I-11-�- Z , 1� I "I , 11 /�� N beam - beam -7��11 , _V `V�__11 , h,- Lsl� �_,_1, I 1� "' No, N .1 , ;i-_"�,-X`�?__- �, " � !_ M,m �/" X - l - ,� ; , _--_��,�� I, It . . ,-- �� - ", - "." I I - or plywood-web truss-joists, el �,5;;, 1 �-, 1. . � �,�rm � WE, / � i , I LVL, metal tc.,) any of which may vary with your ;�"-;�,-, �_� - pl,�-/,�`/,//, V/0 I", ,\ - - ("'i I I I � i ",J,/ 10�-,_'V1 " � z � ��f'l'- ----,)gmz, � , J i 11 - 2x 12 floorjoists 9 16"OC I I locality,contractor,and building material supplier. , /Z , _ � " / I �,/ see engineering drawings .. �,/,X;1'111 1 ,/11 I �111 I It I Date: lhl6" � Z�--",V;�-,?',X, W),/� ,/, - ��,-11 f-,), 1. - � . I 1� . 4 i M�,'</ (,�>01111 , ,�O� -11 I for final construction details 11 I %,! 3/2/15 " a " 11 11 ��11 - � i i. �i"', ,�-�,�,e�,,,,,��, I -"I' �",'I'____,__-, I . �- ,_= I-- .... I ��W-,��`;�/_ / �,�/--,,x, , .�, ,71 171-17,41 ;��14_�� I" " .,�.---:� . _11 � � , �," " ,�, I . - - .. �- - W , ,�'_WMI__�_,��, , Ls_.,_:S,,-,,1'1'11_.l _�%1�1111__- -" " . ��11_01_01 ,�'ll�-11�,��ll,�,��---",�,��', I -1�,�,' . � , _��',�,-I I I- ,�,_', double header double header 7"i I Revised: ��_,,�'. 1;�, -_,� 1!��111 "l, , �, W, -___1`1_'11 - 5�_, I ;1 1, , -, `1(1�1��, ,1 �, i ?, "Ill,�, -��,0,,/��' I�1 , . oi�/I I—1-- ;X5�\lfx.;", 1Z I--- I , , ,M__��"K ��... I __ 1�1 . " //,/"",-/ I 2 , .////�g/;/;��I -"�-/ I , , ,�i j ..\� , ,�, I I 1� see engineering drawings � I ��/' It!, lfi"?�,,' "I ,11� I I �)�,, / I for final construction details ,I - ,/X ,, " , 11 ;p5 1/,,e� 0) I/ I .11 , I /�/,,�,�;� - I ,�W/0 I -"'/' -, 1-1 �, v / " � , 1-,,, ", 'I, '_1 2�2 � lli� I i\, "'5Z" / _, ,, , I 1_� , 1� I ,,," I �, X - I , 11�`,�11 ,��;,,�/�,__' ,�� ,� I �><��_ �,,�;��,�----� X 1� 11 I ��,.�,,,� x , // I 1� I ,,, ,0 1-�__- �, (�Aq.l ,�,_��__ , _- �� 1_11�_�__ I - 1�1 //,/�� V/ '/��,�/1115_ 1, - 1-1 1-1 , rm_,�_ ,1 �,_ // l�_11��__,��:__ 1�1 ll��111_�, ,� WE� ,,;I I 1�1 ,4 - 61" I �� / � ,I////, 11,��, I � I ,,�,� "�MM "_�o_;! �� 1L.1; 1,,,, - "I I ", � -�--�_I�,5,7, " 1��,� __ 1�� '�/// jili\ , , �'� ___1____ ,,,'I- ,,,Z, /I Sheet , 1 , U,�1_11 XXX,,�, , ,_ �, ��_I, Z �", ,,, ,r, // / P,,-/ ,,6"'I", �� "', Z �,�� I, "/,,�', '11,/ _, �,� // � ", 11 _;�^ . �1;1- I Y/�5�,/I , " "I "�, �,,',_ ,_ � ', , . . . ,I � "� -1-1 _<_� , . ',',��' ,�� ,-! "',: ," I ___Il� ,1`�, �� I-I ��'_ "'I" � , � '_'��_ ,�o,_ , , ,;�:", ��,- - �,el , IXI�11,11� Uvl;,��, - I- "I' 11 1, __ -1-1 1-, lbl�?, I I'll, , /,// I " / I ,/11 6, I ,� l/. I " .. """, /Al I"� I I I,- � "l I /01 I �', ,� I . �',,',,',//.` � _� 1� -V �, , �,�, ,_� /-X "" 0 I"I , I� "I - i ''I - 11 , 0/,/,� S2 , 2 ' "I/ "K ll, flk�gx/� I , - . " I � 11 , ,", � 5,X',K1121' 1"ll'i 11....� , I I i ,�� I , A/S2.2 1/4"=1 ' ` J%oullec , ,, "" ,-- 11 '\ _� ,\""`� X , '�\\ _,__""" _,� ,\ � - 11� � 1\ - � ____ �� " " "' ""' , "' �� 4 " �" I ,-" - - --I--- tq,,V2�1" 'I-, -1 -, 5��_,_, .........I I--,-- --1 ___�,`11_�_ I--------,-- __ _`�_`_` ,,� ---I'- /, _�� I-?____1__�_1_1___1�___ - � - �� 'S�- '_,2,-_��,___t_- �� ,q ,,V, r,,,,,��,Z...�_____ � � , ��l �_ � WALL BLOCKING @ CEILING SECOND LEVEL FLOOR FRAMING PLAN I � __. . . I - - I _-1_____-_ I -111 I - - -______1_ - -_ I . � I Framing Plan Key41,10111 Add s �= Zkwl ,� 't _ t._._ '��_� � .'_.�.'•� bearing wall below 3 ;• _ t—� _- nonbearing wall below bearing wall above girder \ y 1 joist a..3ti..IIi 31i.; Gt. [,moi:l:i,f4F :e�Lt'A•..0 IWO ------ header Copyright 9z013 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts, drawings, written material, and Floor Framing Plan Notes specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these t. Do not scale Drawings. Use only dimensions shown on drawings. If documents shall be copied, disclosed dimensions are in question, the framer shall be responsible for obtainin to others, or reproduced in part or g whole in any form without the clarification beforcontinuing with construction.Builder shall verify all written consent of Starr Sanford dimensions&conditions at jobsite. Design Associates,Inc.Do not scale 2. All structural information shown is for reference purposes only. Builder drawings. Use given dimensions only. l If not shown, verify the correct shall have a local structural engineer review actual site conditions& design all structural elements such as framing, footings, foundation walls & dimensions with Starr Sanford slabs.Their design must take into account locally-required live loads,wood Design Associates, Inc. Contractor and rafters (dimensional lumber, LV species, and types of joists L, metal-oi- shall check and verify all dimensions plywood-web truss-joists, etc.) any of which may vary with your locality, and conditions of the job site. contractor,and building material supplier. 3. Headers shall be sized by local architect or engineer to meet all local live & dead load requirements. 4. Provide full solid stud bearing from all beam, girder or header end conditions to solid foundation condition below. 5• Install intermediate stringer for stairs over 30" wide unless sub-risers cut from solid 2x8s and sub-treads cut from solid 2x12s are used, in which case no intermediate stringers are required unless stairs are more than 6o"wide. 6. Install double floor joists under walls parallel to joists. Install solid bridging between floor joists under walls perpendicularto joists. Provide X or solid bracing at 8' - o" maximum for floor joists. Double header joists and trimmers C all floor openings where joists terminate. Install all brd idging an permanently fasten joists into place before applying any loads. 7. Provide double 2x8 strongback C midspan of ceiling joist spans over to' 8. long. rT1 Hip rafters, ridge boards&valley rafters shall be one size larger than rafters. r1i� Purlins shall be the same size as rafters. Provide 2x6 rafter ties at all. 9, locations where ceiling joists run perpendicular to rafters. Sheathing shall span over all plates &headers &shall be adequately nailed to. to create a diaphragm wall. it. All dimensions are to center of beam or joist unless noted otherwise. 12. Plywood decks shall bear uniformly along the top chords of the joists. �_4 13. Hold floor decking panels apart as recommended by decking manufacturer. r Hold floor deck panels away from items penetrating floor deck as W recommended by floor deck manufacturer to allow for expansion & contraction of floor deck. �i Wood Header Schedule w Values below are valid for building widths to 3z'using#z southern yellow pine Header Size Supporting Roof Only Supporting Roof+i Floor z: zx s 5 -z 4 - z: 2x s -7 3 z:zxto s -z 7 - `' ,�� z: zxtz s 9 -to -9 All structural information shown is for reference purposes only. Builder shall have a local licensed structural engineer review actual site conditions & design all framing � _ elements, including wood headers. Engineer's design must take into account ' locally-required live loads,wood species, and types of headers (dimensional lumber', LVL, metal- or plywood-web truss-joists, etc.,) any of which may vary with your locality,contractor,and building material supplier. W V 1 : 't•. 'R�t -•• '- '-t '-.- '•.. \ .-� � 3 k, l•� •. � �tt� k 1t �._ r�+= ��, i k� .,��. •��....5_. �_ t,._..._ \�...3 {` E•_!. . - t •.•k•. ', t •s 3 k w.. Gil { , 3 I',IJ \X/ �.-t, �• �_ cha i to •. y .._......_...__.,._. 7 nica f f 1 y I t .. _Y ., t w - ------ -----+,•�� C--------------- t 't ._..._._.._......_�.....1..._',.._S_.m._.1_.�_......._�.__......_,.5,.,_.__:_.�.�`.__..,_._�.`.....e...�.\...�t,....5.,...a..._...., `.. � SCJ f I f k. Iv ..f t — CC I4 doubleheader I I I I ,�l l `.tE, .�t• a staiPell y.�..:_.� � ititi 1 titi •. •4 to v � k, li. �E ' •f doubleheader ,. F•."i ti .e Engineer o size ne s s existing structure f En in w� : o L .t'` •1 a . E a >. t m � m -t , ,ti , , k_.....:.._.._.._w..... .... .._,-_'..Y-.....,...5..... r; ,_.... ———--— ? ____= Construction Se t e._....._....a_.._ :_..._ a.._.�._b......+_._t \ i .� Y �e ._..._. In v w..._...__.,.._..,,.......4...... _ VI �� I Project .'}._......_:.........__v�._��._'-:......, . 140 II I o1 Y t N., l o o l ftp Date: �t � I----------------�J 3/2/15 t ---------------- i Revised: Sheet S2 . 3 1/4"=1 ' A/S2.3 HIRD LEVEL FLOOR FRAMING PLAN \ \, ` Note:Locate transformers for puck lights at Note:All cover plates shall be Jumbo size. 3" \\\ ,F\\ back of bottom shelf of wall cabinets in See details for size of casing for each room. Electrical Plan Key locations that will not be readily visible 'It shall be the electrical contractor's Burin normal use of the kitchen. In _ E'I'ECTRICAI' t I'AN NOTES g -responsibility to coordinate casing sizes with particular, do NOT place transformer in other trades. -J 1 equal � wall cabinets with lass doors. z a 1z v wire single ole w/ round duplex wall outlet g thermostat(where applicable) I. Do not scale Drawings. Use only dimensions shown on drawings If dimensions S S 3 g P g P q ��; ��a,' low-voltage pack lights located as switch see Tans fort e - to Hubbell#5252 shown on plansFda ( P type) q are in question, the electrician shall be responsible for obtaining clarification � . P door casing _ Wireniold Phagniold V20GB-series non- 3"�3" before continuing with construction. Builder shall verify all Iimensions & metallic multiple outlet at jobsite.et strips or equal 0 15a 125v duplex GFCI wall outlet equal to Leviton under all wall cabinets or as shown on 2. Drawings are diagrammatic only. Furnish all conduit, wiring, pa�iels, breakers, # #801-65991. plan (all outlet strips shall be protected by GFCI outlet upline of outlet strips indisconnects Accessories, etc. for complete installation whether or jot every item circuit as recommended by GFCI outlet is shown or specified. �. manufacturer's instructions;mount GFCI 1 3. These drawings are intended as general guidelines for purposes f establishing 2oa 125V 3 wire single pole w/ground duplex wall outletequa outlet under counter @ end of outlet to Hubbell#5362 served by dedicated 2oa circuit. =�a�<� .,��,a" =:�,ra ,.,=.G�;;: strip if no other outlets shown on plan certain miuimuiii criteria, & do not necessarily represent th final layout, are available to protect outlet strip) arrangement, size, brand name, capacity or other,characteristic of the engineered system. System,shall be designed in accordance with all applicable codes, Split-wired 15a 125v duplex wall outlet. .,,.<E€ a.=>,,,."u,„ �:�EE; ,a}v-,i>ti standards &requirements of local utility officials. Deviations from the concepts p shown ori these Drawings should be supported by design calculations. Design Copyright 92013 Starr Sanford engineer shall prepare calculations for loading`& equipment sizng, accessory Design Associates, Inc. All rights ® single reserved. The design concepts, arrangement, etc., and shall prepare fnal drawiiig`s accordingly. 1 a 12 v 3wire ole w/ground floor outlet in drawings, written material, and 4. Install GFCI outlets as required by applicable codes. Thesereas include flush brass floor box. specifications of this document are the property of Starr Sanford Design receptacles in a bathroom, kitchenette, or other' area where running water is Associates, Inc. No part of these present or areas exposed to the weather. 1: 15a 125-z77v single pole switch equal to Hubbell#1201. documents shall be copied, disclosed S. Install hardwired smoke detectors with battery b ukup on all floor;Interconnect to others, or reproduced in part or detectors so that all will sound should one detectorwritten consent of Starr Sanford sinoke detectors required & locations w/homeowner & code'requirements. Design Associates,Inc.Do not scale Detectors shall be installed in all sleeping areas just outside bedrooms as a 15a 125-277v 3-way switch equal to Hubbell#1203. drawings. Use given dimensions only. 3 If not shown, verify the correct I rniniintnn. dimensions with Starr Sanford 6. Some equipment shown on other plans may require electrical sgrvice, such as Design Associates, Inc. Contractor water heaters, condensing units, air-handling units, condensate pumps, etc. shall check and verify all dimensions u 15a 125-277v 4-way switch equal to Hubbell#1203. and conditions of the•ob site. Electrician shall include electrical service to all such equipment. Coordinate with 4 1 3other trades concerning items requiring electrical service. Coordinate service & JJ KITCHEN ELEe RICAL LOCATIONS 1 1-0„ E2• l SWITCH LOCATION DIAGRAM 3�4� ampacity required. Provide one duplex outlet & one light if unit is in non-lit area for every condensing unit & every air-handling unit as required by 15a 125-277v dimmer switch. �D applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to T weather. 7. Obtain name plate rating of all equipment before roughing in &provide wiring Ceiling fan. See schedule for indication of whether fan of proper size, voltage & ampacity. Provide fused or tion-fused disconnect includes lights. LIGHTI G NOTESswitch as required. MECHANICAL NOTES 8. Provide panelboards of proper voltage&ampacity for all electrical circuits. More O than one panel may be required due to number of circuits required. Provide a I. Light fixtures shall,be located as close as possible to locations shown on this plan. 1. System shall be designed in accordance with all applicable codes, standards & ininimum of 8 spare circuits. Fixtures shall align with or cent r on each other or with adjacent architectural requirements of local utility officials. Design engineer shall prepare calculations 9. Verify service requirements with local power company including transformer elements. Coordinate locations f light fixtures with IVAC grilles so that they for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare locations & types, disconnects at exterior of building, voltages, ampacities & . New doorbell button.New items are generally shown bold as align with or are at least symmetrical with each other where there may be final drawings accordingly. other details of electrical construction. Size all feeders according to NEC indicated here. w conflicts. Grilles &registers shall be blocked as required so that they align with 2. Furnish all ductwork, control wiring, piping, fittiligs, accessories, etc. for requirements. light fixtures. Light fixture &switch locations shall be reviewed &approved by complete installation. 10. Run all cable concealed in walls, ceilings or floors unless noted otherwise. Doorbell chimes.(Install transformer in closest available concealed Owner or Interior Designer before installation of sheetrock or other wall & 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular 11. Support all fixtures &other items rigidly from structure of building. accessible space.) ceiling finishes. foam insulation. Insulation shall be of self-sealing type or shall be taped closed 12. GFCI receptacles may be laid out so that one GFCI receptacle protects other 2. Center items shown in ceiling are is unless noted otherwise• w/foil-faced tape. standard receptacles beyond it if there is at least one GFCI receptacle in a room Combination Carbon dioxide&Smoke detector(120V w/battery 3. Coffer dimensions are shown to f ce of framing unless noted otherwise. 4. Closely coordinate work with all other trades. Maintain ceiling heights & duct and if they can all be on the same circuit. backup). 4. Switches shall be located adjacent to but not intersecting door casing or trim. spaces provided. 13. Insulate&seal solidly behind receptacles in exterior walls. Verify trim size & selection for ach room. Grouped switches still be ganged 5. All valves, dampers & other control devices shall be accessible for operation & 14. Kitchen equipment service may not be shown on plan. Verify whether Empty wall box for computer or telephone w/3/4"conduit&pull � tight together&shall be coverec with a single plate designed for that purpose. maintenance through accessible ceilings or through access doors or panels equipment should be hardwired or requires an outlet & connect as required. string to above ceiling or to other accessible space. Switches shall typically be mountt d 48"AFF to center of switch. manufactured for such purposes. Provide circuits sized as required for load. S. Support all fixtures rigidly from st ucture of building. 6. All units above ceiling shall have auxiliary drain pans installed below entire unit. Telephone wall jack. w 6. Verify device&plate colors with wner or Interior Designer. Route internal & auxiliary drain lines down to floor drain or utility sink in 7• Consult Owner&add exterior security lighting if required. Verify lighting type -utility room or other non-public areas where overflow would be noticed by &switching. homeowner. Exposed strip fluorescent ceiling light. 8. Consult Owner & add landscapil g lighting if required. Verify lighting type & 7• Provide fresh air duct to each air-handling unit as per applicable codes. Fresh air switching. Connect all exterior lighting to photocell control relays,with duct shall extend from intake blower at exterior to return air side of ductwork. timeclock override for time-contr liable illumination during darkness. i�` 8 Provide pressure regulators for all gas equipment as required for proper 9. All fluorescent lamps shall be wart i white deluxe. � operation. Verify as pressure at meter to determine necessity of regulators. Recessed or surface compact fluorescent bulb light. p Yg� P Y g 10. All light bulbs shall be compact flu orescent bulbs. 9. Coordinate with electrician concerning items requiring electrical service such as condensing units, air-handling units, condensate pumps, motorized dampers, etc. r 10. Coordinate service&ampacity required. ® Adjustable eyeball recessed compact fluorescent bulb light. ThevBuilder shall test pressure-reducing valves, T&P relief valves & other safety devices prior to the operation of system. The Builder shall test and balance all systems prior to completion of the work. ® Wall-washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. __........... ...........,.._.__� wp ,"-�♦, Small pendant ceiling fixture. .� - .... _ r n wp i r..._ _...__.. _ powered o Pow w (� Wall fixture. powered s p outlet 6 `/ w/battery M w/b tery backup on column backup " W under light M� - 3'-0" 3'-0" 0 1 i AUXILIARY SYSTEMS NOTES l 1 ( 1. No alarm systems are shown. Verify alarm requirements with homeowner & install as required. ;_..._ ..._........ O 2. Telephone outlets may not be shown. Verify telephone requirements with homeowner &install as required. Consider home-running all telephone cable (8-wire cable suggested) to a single telephone backboard located as directed by E O 1..��. p w out/et homeowner as this will allow for much greater future telephone system 6" o on column flexibility, including modem&telephone system capabilities. _----un-der-light'- __ 3. Computer outlets may not be shown. Verify computer network requirements o t with homeowner &install as required. Consider installing all computer wiring i n 3/4" conduit for future upgrade purposes and homerun to a network qJ backboard installed as directed by the homeowner. Also consider installing CAT-5 cable if the house is being constructed on a speculative basis since this is 21i 3 ° °" ''' the most common network cable currently in use. ............................................. 4. Cable TV outlets may not be shown. Verify cable TV requirements with homeowner&install as required. q i 36" ♦ � ��E . I 36" wp outlet..___. _....._.I column 36 36 under light - ._..._....... 36 Construction Set WP a t E _. i i E f I ons E to di s osa/provide owerf-- dish sher or l Project #: ..... puck 14001 below desk . ........... ........... ... .. . .._..... . P..uck lights i t _._..__:. .._ � fights -___,❑ �� ' ' ..�_.....__._...._ .. .._._._.,_._.._..._......_.._..._ � €............. _..,1 l �a Date: �...____ wp outlet 3/2/15 .36.':1;: ? E on column under light 3 i Revised: E . wp Sheet A/E2. 1 E2J 1/4"=1 ' FIRST LEVEL ELECTRICAL PLAN i ti{j Electrical Plan Notes Electrical Plan Key \ . F �. * , 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtainin q p g15a 125v 3 wire single pole w/ground duplex wall outlet equal clarification before continuing with construction. Builder shall verify all to Hubbell#5252• dimensions&conditions at jobsite. a. Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers disconnects, accessories,etc. for complete installation whether or i5a 125v duplex GFCI wall outlet equal to Leviton not every item is shown or specified. #8or6599i. �3. intended as general guidelines for purposes of These drawings are establishing certain minimum criteria, & do not necessarily represent the final layout, arrangement, size, brand name, capacity or other characteristic Zoa 125v 3 wire single pole w/ round duplex wall outlet equal of the en ineered system. System shall be designed in accordance with all g z gg � to Hubbell#5362 served by dedicated zoa circuit. applicable codes, standards & requirements of local utility officials. is Deviations from the concepts shown on these Drawings should be supported by design calculations. Design engineer shall prepare calculations for loading & equipment sizing, accessory arrangement, etc., and shall }{� Split-wired 15a r25v duplex wall outlet. ~4prepare final drawings accordingly. Install GFCI outlets as required by applicable codes. These areas includeCopyright ©2013 Starr Sanford " receptacles in a bathroom kitchenette or other area where runningwDesign Associates, Inc. All rights water is j 5 present or areas exposed to the weather. ® i5a 1z5v 3 wire single pole w/ground duplex floor outlet in reserved. The design concepts, ' - Install hardwired smoke detectors with battery backup on all floors. flush brass floor box. drawings, written material, and Interconnect detectors so that all will sound should one detector activate. specifications of this document are Verify number of smoke detectors required & locations w/homeowner & the property of Starr Sanford Design H' code requirements. Detectors shall be installed in all sleeping areas just 1 a 125-277v sin le ole switch equal to Hubbell#1201. Associates, Inc. No part of these q 5" g P q documents shall be copied, disclosed 6. outside bedrooms as a minimum. Some equipment shown on other plans may require electrical service, such w others, or reproduced in part or i. as water heaters, condensing units, air-handling units, condensate pumps, whole in any form without the written consent of Starr Sanford uipment. 15a 225-277v 3 way switch equal to Hubbell#1203. Design Associates, Inc.Do not scale etc. Electrician shall include electrical service to all such eq Coordinate with other trades concerning items requiring electrical service. 3 drawings. Use given dimensions only. Coordinate service &ampacity required. Provide one duplex outlet &one If not shown, verify the correct light if unit is in non-fit area for every condensing unit&every air-handling dimensions with Starr Sanford unit as required by applicable codes. Outlet shall be weatherproof GFCI if Design Associates, Inc. Contractor 7 unit is exposed to weather. 15a 125-277v 4-way switch equal to Hubbell#1203. shall check and verify all dimensions Obtain name plate rating of all equipment before roughing in &provide 4 and conditions of the job site. "f wiring of proper size, voltage & ampacity. Provide fused or non-fused 8. disconnect switch as required. Provide panelboards of proper voltage &ampacity for all electrical circuits. d D i5a 125-277v dimmer switch. . More than one panel may be required due to number of circuits required. 9. Provide a minimum of 8 spare circuits. Verify service requirements with local power company including transformer locations&types, disconnects at exterior of building,voltages, O Recessed or surface compact fluorescent bulb light. ampacities & other details of electrical construction. Size all feeders 10. according to NEC requirements. 11. Run all cable concealed in walls, ceilings or floors unless noted otherwise. 12. Support all fixtures&other items rigidly from structure of building. ® Adjustable eyeball recessed compact fluorescent bulb light. GFCI receptacles may be laid out so that one GFCI receptacle protects other standard receptacles beyond it if there is at least one GFCI receptacle 13. in a room and if they can all be on the same circuit. 14. Insulate&seal solidly behind receptacles in exterior walls. ® Wall-washer recessed compact fluorescent bulb light. Kitchen equipment service may not be shown on plan. Verify whether equipment should be hardwired or requires an outlet&connect as required. Provide circuits sized as required for load. Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. ^^� Exposed strip fluorescent ceiling light. " gig v Ceiling fan. See schedule for indication of whether fan • ISI includes lights. New doorbell button.New items are generally shown bold as indicated here. , f-1 Doorbell chimes.(Install transformer in closest available concealed 4� accessible space.) Combination Carbon dioxide&Smoke detector(120V w/battery backup). j l V L Empty wall box for computer or telephone w/3/4"conduit&pull PY P P - — = string to above ceiling or to other accessible space. e i' E.......................................... ......... .........,.,.. i fff /f ii combo . Telephone wall jack. t —_ ........_._ YVp ------------ ; O wP .... _ . E \ E i1 36" .......... _ pu// chain wp: � ._ .. - - ,.. _ _ _ —-- -- --_----------= sepera witches to li t' g&fan _- r I ed TI/ (,,Ibqbackup i to lighting _. ; 3 i ........ _..........._..... ............... .... _......_...... ..... __. ......... S i w/tC : ; E .............................. ... ...... € O i oN powered w/battery backup . se to switches --- 36 to fan - _.... li ing& provide'power �r _ ! i washer&dry ._... E \. powered wp w/battery ill backup a a, — ` " Construction Set J, E ( � O E " i.. ; Project # f I , E fan/light � 4001 : ' I : combo E Date: 3/2/15 I t Revised: r .. ._ --.... ._._ s. .....:.. _. E I l E Sheet E2 . 2 A/E2.2 1/4"=1 ' SECOND LEVEL ELECTRICAL PLAN p ,> a . 3 �- `1 r Electrical Plan Notes Electrical Plan Key y� \ \; f `\`,\\\\ ,\Q r, Do not scale Drawings. Use only dimensions shown on drawings. If F 4�f� , , , s `' ion, the electrician shall be responsible for obtaining p le w/ground duplex wall outlet equal `\ ' , � dimensions are in quest 15a 125v 3 wire single o clarification before continuing with construction. Builder shall verify all 0 to Hubbell#5252. Ifs. dimensions&conditions at jobsite. ,� I 2. Drawings are diagrammatic only. Furnish all conduit, wiring, panels, �� breakers, disconnects, accessories, etc. for complete installation whether or 15a 125v duplex GFCI wall outlet equal to Leviton not every item is shown or specified. #8or6599i. O 3. These drawings are intended as general guidelines for purposes of ll 1K establishing certain minimum criteria, & do not necessarily represent the tit final layout, arrangement, size,brand name, capacity or other characteristic zoa 125v 3 wire single pole w/ round duplex wall outlet equal of the to ineered system. System shall be designed in accordance with all (� g g Tf to Hubbell#5362 served by dedicated aoa circuit. applicable codes, standards & requirements of local utility officials. �E�E;E:E��. �ef.�.<-,,,�E i,.,r+ Deviations from the concepts shown on these Drawings should be supported by design calculations. Design engineer shall prepare calculations S ht wired 1 a 12 v duplex wall outlet. for loading & equipment sizing, accessory arrangement, etc., and shall }� P - 5 5 P ,.,;,4a;at< „ , ,, ..... ;}; E._„�,.€<, I 4 prepare final drawings accordingly. �{' Install GFCI outlets as required by applicable codes. These areas include Copyright ©zor3 Starr Sanford receptacles in a bathroom,kitchenette, or other area where running water is Design Associates, Inc. All rights + 5 present or areas exposed to the weather. ® 15a 125v 3 wire single pole w/ground duplex floor outlet in reserved. The design concepts, Install hardwired smoke detectors with battery backup on all floors. flush brass floor box. drawings, written material, and j Interconnect detectors so that all will sound should one detector activate. specifications of this document are Verify number of smoke detectors required & locations w/homeowner& the property of Starr Sanford Design code requirements. Detectors shall be installed in all sleeping areas just 1 a 12 -2 sin le ole switch e ual to Hubbell#1201. Associates, Inc. No part of these 6. outside bedrooms as a minimum. 5 5 77� g P q documents shall be copied, disclosed to others, or reproduced in part or Some equipment shown on other plans may require electrical service, such whole in any form without the as water heaters, condensing units, air-handling units, condensate pumps, written consent of Starr Sanford etc. Electrician shall include electrical service to all such equipment. 15a 125-27�7v 3-way switch equal to Hubbell#1203. Design Associates, Inc. Do not scale Coordinate with other trades concerning items requiring electrical service. 3 drawings.Use given dimensions only. Coordinate service &ampacity required. Provide one duplex outlet & one If not shown, verify the correct 4 light if unit is in non-lit area for every condensing unit&every air-handling dimensions with Starr Sanford unit as required by applicable codes. Outlet shall be weatherproof GFCI if Design Associates, Inc. Contractor 1 11 unit is ex osed to weather. 15a 125-277v 4-way switch equal to Hubbell#1203. shall check and verify all dimensions Obtain n me plate rating of all equipment before roughing in &provide 4 and conditions of the job site. wiring of proper size, voltage & ampacity. Provide fused or non-fused 11 l� 8. disconnect switch as required. Provide panelboards of propper voltage&ampacity for all electrical circuits. d D 15a I25-277v dimmer switch. More than one panel may be required due to number of circuits required. �. Provide a minimum of 8 spare circuits. ! Verify service requirements with local power company including transformer locations & types, disconnects at exterior of building,yoltagges, O Recessed or surface compact fluorescent bulb light. 1. ampacities & other details of electrical construction. Size all}feeders 10. according to NEC requirements. u. Run all cable concealed in walls,ceilings or floors unless noted otherwise. 12. Support all fixtures&other items rigidly from structure of building. ® Adjustable eyeball recessed compact fluorescent bulb light. GFCI receptacles may be laid out so that one GFCI receptacle protects other standard receptacles beyond it if there is at least one GFCI receptacle 13. in a room and if they can all be on the same circuit. 14. Insulate&seal solidly behind receptacles in exterior walls. ® Wall-washer recessed compact fluorescent bulb light. Kitchen equipment service may not be shown on plan. Verify whether equipment should be hardwired or requires an outlet&connect as required. Provide circuits sized as required for load. - Large pendant ceiling fixture. I � �-4 . ,,-----, 4� Small pendant ceiling fixture. bWall fixture. c11 ^t W -1""111 " i Exposed strip fluorescent ceiling light. ;„ Ceiling fan. See schedule for indication of whether fan • includes lights. cl� +-� I0 t i, _ I—� i, New doorbell button.New items are generally shown bold as 'K' indicated here. �— ,�' - I N, : 1—I Doorbell chimes.(Install transformer in closest available concealed - 4J accessible space.) ^^I\11 T Smoke detector(120V w/battery backup). W N- ., z� . .. . . - .. .. .. .. .. .. .. .. _ _- .— n . � � .. - � ;. -t I . It Z ! - ; : 7 I i i .. : 1, .. . .; .. 1. �. � I. I : ;4 z;: . 4 � ..i � I w I t 1: : : � . .._,:\ . IT:.....: ta . 1 hone w/ / conduit&pu; . . ;tl .. ; .: :1 . . I : . . I . .. : ll V L r rtee T I[ :t .:I � : 1. � t :. � t ;z � : i . .:; . I : tm t wal, 11 l box for computer ute o E 34 P . iii % I :, � 0 PY P P space. . ; I . . . ; 1: .. I ; .. . � n or to of her accessible . z : ; Ii E st rin to a hove ce111V 1 i _. ._ . g g _.. _ w _....- \ : -� ' _ ._._.__. 1 ck. T le hone wa 1'a ......... e P J : .: a . --..... -..._-_-- , ._.__.. __.._....._...._ .. s i ,: C ' ......._ ... ..... .........., V , J _. is V ._ «„ �-►I ] _�_... J ............ .... ..... i...._.........._."" ___. .._.. __...._ _.... t.. ..— __—_.--_— ...—__ .__ ..— ......_.._ .. _.. _ — _ .. ...__..... ... ..... .. ....... .... .... .... .. .i ' J _ - L _.. - _ , .... .... ... ..... ... ........... .....- -:. 0 . . .......... .. .. to lighting / .% _._.... -- _....... ....... .._.. _._..._.... ......_.. ._._ ............____ ..._..._._... _........_ .. ....._. _. _........ __t0 �� ._ .. �. } _... ..._ _. 9 __ — ........ ... ... ... ... _. .i : _� .. ... __. _ — .. _ .._ Iiii i \ �I i ;; i .. _._. ..1. ._ \� . I .. .1 L ��o�m ��m.�� .�.. I /:. .. ... ... �\ _- J .._.. .-... _.. .. .. :_. .. .. i .. ... .... .. .. ... ... :::. _ ... _. _. .. .. .. ii� _. __ i �; ..._. _._ ._ ......_ J/F� ... - .. .... _. ... 1. 1. C S �: _ \/ 1. 4 :zI. — — -- -- — — — — Construe-Lion et �.. ----------- p�avrdscalh — an /' 11 1 _. C — — , , — — - - - _ _ _ - P _ ,.,, 11 , - - __,. :: ___.: \/ � Project / �/ 11� 4001 \.: _ _ .__... 1 X/ ..: Y:T .: .. i'. :.: :.: .. :. :.: . /F ... :: :. .. ............ .... .. .. ".: .. .: ::: ::: 44 .:. :.: -..<: :.: .. .: is i i i .::: i:: '.:ii :. : w. Date• / /15 . . 0 3/2 0 ,1 r i i Rev sed• - -- _ - _' — __ � __ _ __ 1 - ---. _ .._.__... ---- �__ __] __. __.__ _ . _ - _ - __ __. _ ...._._ a 11 Sheet E2 . 3 1/4"=1 ' A/E2.3 THIRD LEVEL ELECTRICAL PLAN