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1738 Selva Marina Dr Q F S U R V E Y LOT 7, BLOCK 9, SELVA MARINA UNIT No. 5, AS RECORDED IN PLAT BOOK 30, PAGES 29 AND 29A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. r w fiT x8.8 8.5 n 54 aa.aa �Qy xa.08 w rn �r 1 sh E 4 . OX 8.7 p g, C O N C R E T E R I V g.0a aO Q 1C K 9 g.xa S? s:. `' i2 pALMO $ B ( O 8s 2 �,. Q 10 ,0 40 8 O o, X .2 1 g.6fi ,a pALT8.6 6 LAUREL OAK SCALE: 1" = 20' G 9 x7.2 O 8. 6 O 2.6 ` {{{ tf 2-7 5'O Vx6.6 / • 5'�0 , O,5 ELM xO+p ALN •V n 8.9 5.7 N75 2 x / 7.3 0,2PALM Q2q'PALM O N. �epN-00 \ 0 Arppt.MO XT.91 rn SAo x Z NC �!�00 ox6 x-31 � 8.3 X 4 5 \ 8.9 W 10"ELM 2 20 P ALM ` \ 89X `w' V) 70 \ AK O \ O 9.2 1 x Q 9 ALM sP � 5 �T"PALM 1 \ t O .2 2.7 ©20•PA1M8.8 7"HICK -i -A .a 9 a "p�M O N X8.7Q / Oa CHARY m p \ \ ` c-- I aHt � x8.8 QT -J. Qn < 7.9\ O 1*1 m x8.8 Q 1 �' \ O � 70 7.2 A N O " ALM 8,t X �+ ` \ \ \ \X7.t 20"PALM .p ALM x9.5 \ / C V ZD"PALM O t'` xC� , "HICKORY +s �2.7 yp\ \ Ox,.p p1'M Oxo P ALN " LM X -7rn OAK Z O \ 9,1 ,x L " Ply-0Ply-0ROAD x \ Ox, G \ " paK-.� RAILROAD IN 11"PALM � } 6.6 :.�\,__ s L� `}S� . ...�.. , .POSTED ELEVATION 10.64 NGVD 1929 Z ` �O x0 PASO ` x0"pPLM x8.2 ' / (J1,»L�` AKO X8.9 \ 22 P ALM O ' ` q Ltd O I �p O O2p P ALM x4 P ALM , �J / AK`3� -A -53 � NOTES: CNTl rn ...> O,, Z O2 PA 1 O LNE OAKC) ` OA O 33 Ltd O 8.6 8.2 X 1 O THIS IS A TOPOGRAPHIC SURVEY WITH TREE L-'OCATIONS, PALM t aT" T"LPUREI (PALM `6 SEE BOUNDARY SURVEY' FILE No. 2010-0017, DATED FA z D 28 X`$f4 6"PALMO 9.0 ZX p �, , p pALN 8.7 JANUARY 12, 2010. o O Ox � OT"ELM O1nT.ppLM 1 / ELM C� � "'- r BUILDING RESTRICTION LINES AS PER PLAT. BEARINGS BASED ON THE NORTH LINE OF LO-r 7 BEING . / O ELMtx) N75'2510��E AS PER PLAT. Zfi x.�� 8:9 O " Z z » M p 9.px m3 crt x�PALx, ELEVATIONS REFER TO NGVD 1929. SITE BENCIHMARK I' \ T"ELMOO` 1.3'x,.3 ��C �� N xo LM(3� ,1"PALM FE�cE_�„�.x �� y AS SHOWN, ELEVATIONS SHOWN ON 18" CONVRETE �' ` d CURB AND GUTTER ARE TOP BACK OF CURB /AND FLOW O O s `"°°°x I pe'ELM „�-•-�' CJ, J o 0 0, \ � LINE OF CURB ELEVATIONS, "PALM ■.�'`»A�'x Q o Ox .x�--�' ` N 1 CONTOURS ARE COMPUTER GENERATED. *"liar X56 o 4.4 X 15"ELM(2) DENOTES A MULTI TRUNK TREE. , m 4.3 0 CQ 6 THE PROPERTY SHOWN HEREON APPEARS TO LIME IN L Q T 9 FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD 0 C K PLAIN), "X SHADED" and "AE EL 9)", AS WELL AS CAN B L BE DETERMINED FROM THE "FLOOD INSURANCE (RATE MAP" COMMUNITY-PANEL NUMBER 120075-OOGI D, � REVISED APRIL 17, 1989 FOR CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. THIS SURVEY WAS MADE FOR THE BENEFIT OF ALLI` FORSYTH; OLD REPUBLIC NATIONAL TITLE INSURANC COMPANY; AND RICHARD T. MOREHEAD TITLE & ES( INC. i )T VALID WITHOUT THE SIGNATURE AND THE DONN W. BQATWRIOHT, P.S.M. GINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR ,gnd\,MAPPER No. L RVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & I\AAPPNG BUSINESS No. ECKED BY: [FILE.- 2010-0018 DRAWN BY-- :m:c:c:::�E BOATWRIGHT LAND SURVEYORS, inc. 1ROBERTS DRI-VE JACKSONVILLE BEACH , FLORIDA , DATE: JANUARY 12 2010 sHEE� 1 OF 1 (904)24 �� X-REF 2010-0017, 92-134 • s REVISIONS I�I 5YM5OL5 NORTH INDICATES DIRECTION OF NORTH R SID T�[C ORA ISON ORSYTH I, DRAWING NUMBER 65CTION BER WHERE 6HEET NUM SECTION IS DRAUIN SELVA MARINA DRIVE DETAIL X DRAWINGS NUMBER _ SHEET NUMBER WHERE DETAIL 16 DRAWN A A IC B AC 0 DA A ELEVATION LETTER ELEVATIONS D A-" B*'''/— 5HEET NUMBER WHERE ELEVATION 15 DRAWN DOOR 0 WINDOW G i L O T 8 H 1 B L O C K 9 I I 125' II 1 AB EVIATION5 i CON R I 5fl` A.G.T. ACOUSTICAL CEILING TILE E.W.H. ELECTRIC WATER HEATER MIN. MINIMUM F� ADJ. ADJACENT EL. ELEVATION N.I.C. NOT IN CONTRACT A/C AIR CONDITIONING KNIT Exp. EXHAUST N.T.S. NOT TO SCALE I ` ALT. ALTERNATE EXT. EXTERIOR O,C, ON CENTER _ : 7 J J' _ L I n CE ALUM. ALUMINUM Fn. FIBERGLASS OPNG, OPENING 16"P LM t 1"PALM awed F 1 4 ELM I P A At1r9vINGs WINDOW FIN. FINISH PT FAINT 13th iLM tfps t M �� :;etm 01gp'1PALM 111"PALM 2" ALM 12 1 r p�, 13LK. BLOCK FIN.GLC. FINISHED CEILING Q.V.G. POLYVINY a_AUREL OAK ' 71� IrL '?PALM = = = 6'LAUREL dRK17 }� •its t T/1 L CHLORIDE 5 I 9 21"PALM 1 BOT. BOTTOM FIN.FLR. FINISHED FLOOR F.T. PRESSURE TREATED I 21'PALM�21fp I �27tps 8"PALM I 5 6"PALM 4"PALM ' I I BLDG, BUILD F.D. FLOOD DRAIN Q,T, QUARRY TILE 2 "ELM(2) sft � 4f 75 ljl, I B,U. BUILT-UF GALV, GALVANIZED REINR RE1NF0RGED I 3 CAB, CABINET GL,BK, GLA55 BLOCK WINDOW READ. REQUIRED ` I V CPT. CARPET GWB GYPSUM WALL BOARD R. R15ER __________ _ -______-_ ___ -_---____-______ _____ __________�=_�1______ _ ___ _ Q'eaLra_ ___ __-- _ _ m_ _____-- cl CAST IRON HDW, HARDWARE R.D. ROOF DRAIN &?,✓LIVE OAK � s GL CENT..RLINE HGT. HEIGHT S.H. 51NGLE HUNG WINDOW 2 I C,T, CERAMIC TILE HORZ, HGRIZON'AL BHT, SHEET "� I Z 18"PALM1gt, I C.W. COLD WATER HB, HOSE BIBF3 �•- SIM. SIMILAR GONG. CONCRETE H.W. HOT WATER 5L. SLOPE CONTINUOUS I " M 1i t I z 14"PALM 1gFts CONT, ON.INUOUS INSUL, INSULA. ON _ 5TL STEEL i GM.U. CONCRETE MASONRY UNIT I�. INSIDE DIAMETER 6P-G. SPECIFICATIONS i i _ C.J. CONTROL JOINT JAN. JANITOR THK, THICK _ j ®I f 14"P.ALM Cr-pi. CUBIC FEET PER MINUI T E JT, JOINT T4G TONGUE ANO GROOVE t W ' DN. DOUBLE HUNG WINDOW LAM. LAMINAE fpl YF, TYPICAL I u FEET � � DISP. DISPENSER cr LAV, LAVATORY uj SRT. VER ICAL Z I I I�+h DN, Do' U N M.O. MASONRY OPENING V,C', VIN-1 COMP05ITION TIL pWG DRAWING MATL. MATERIAL UJ.I,C, WALK-IN CL05ET ® ! " ALA.a&ttt „ n EA. EACP MAX. MAXIMUM LURA-WB WATER RESISTANT GYPSUM WALLBOARD > I G I PALM per! z H ELEC. ELECTRIC MEGH. MECHANICAL LU.W". WELDED WIRE MESH V >d I cs E.W.C. ELECTRIC WATER COOLER MTL. METAL W.G. WATER CLOSET za u, ,..:_ f �' i- ,CKORv c) [� M.P, METAL PANEL UR, URINAL O ■ � X I C 0 *t j(� "CHERRYd 1 i P*1 221"PALM I Q 0 ?„PALM 0' t I -- C b �ttlg I 1tt5 t < :1 '� I \ �1?q!5 ICKQRY T fl.� Z1 ff3 r'1{ > �_ / t 5 I \\\ � < Z7 tr / p 1 5 M i I m a Ur �HICKd.`iY �"'' ..a ;U 20'. ALM I PALM f;U CO �2df7s I ��tt� I, rt� �PS LM i La ,° A i U X ALM I yALMrrI rti yZ20 00 I C7 1° LM 1 f7 1 15'HICKdR- sfg (S) PALM j 20 A I ,"PALM r" 15 I �2Q7 y 4 i ,2„LAUREL OAK4@1,r7�17t7S tl� x� 7"LIVE OAK 25"ELM 42 PALM 0Mf 5ALM i j 12"PALM 27,12 l I 6"LIVE QA'K��12tt, I I v'LAURE-_ OAK pt, tt2 j 9„LAU'REL,OAK __.__-------.,.__r..___...,..-_- _-- _...__________________- - (�j PALM 7"LIVE OAK t7 I ----- -13f'�4�URE OAK I t15 1 7"PALM I �p 7711 ( I 14"LVE OAK 1'dr�tM 20"ELM{3} %ELM,e, I I 04112 11A4 �= { LM I 7"LAUREL OAK >f t '?Ai , ARk �ft ALM -Mx>x5 R 11"PALMIS ®moi PALM HOLLY t "PALM etn 7„PALM 33"LIVE Air PSQ� s� S m f,g fg 35"ELMi2) 7.5 M g�7tj� I 6"PALM �frb vE : ; ) `c V jO� 11-P�L�t 9'I W003 FENCE WITH 1 x9.3' FONCRETTE COLUMNS ( ftp PALM Q175k c tc�7.3x—_1 ?71r rp _ - c. F� _ �tsxt I rt'P gk3t _ _ 1 R. 2 7J`2 ' V'✓ 2 72. 22 c, '� � I �s 0O a Z O I tt! zrn % L I > /F iIIf�II.If�II N o SILT FENCE w/FILTER CLOTH 8 L 0 C K s rn fMiRAFI, FOLYFILTER OR APPROVED <C EQUAL)ON 'WOOD STAKES MAX.6' 0" O.C. 04 FLOW \ GRADE 'V E 5ACK-7ILL FENCE AFTER PLACING FENCE SATE OF !SSTJE 1t1FEF'v1!Cu'5 "5" URFACE G,4' GUL4TICNC: AdO3 3111 , x INDEX LLVIIY FILECOPY ,.' ,AREA: POST CONSTRUCTION: DRAVJ�V BY: LOT 4!250 5F. T-1 TITLE 5HEET, SITE PLAN, DATA 5-i N0,1=S t ,® t II A I FIRST FLOOR PLAN 5-2 FOUNDATION PLAN 40U5E AND pORGHES �5 S A-2 55CMD FLOOR, PARTIAL FIRST FLOOR, OF PALNS S-3 WALL LAYOUT CONCRETE DRIVE AND WALK 5,126 S.F. A-3 ELEVATIONS 6-4 THRPADED ROD LAYOUT A-1 SCALE; 3f4°=I'-0° 5u I L INC GOD� �� I A-� ELEVATIONS 6 5 ROOF LAYOUT REVIEWED FOR CODE COMPLIANCE SHEET NO. EQUIPMENT FADS 10 SF• A-5 WALL, SECTIONS 5D-I DETAILS CITY OF ATLANTIC BEACH FORSYTH 1. PLACE FENCE AT ENTIRE PERIMETER OF SITE AS SHOWN. A-& WALL 6ECTIONS 5D 2 DETAI' - FOOL DECK 1,415 5F. "-I N r H F R I p r- A-1 WAL- SECTIONS 5D-3 DETAILS SEEPERMITSFORAD11MONAL T- 1 2.FENCE MAY BE REMOVED AT WORK AREAS DURINGs 1JOORK _ TMJ'TAL IMPFRv`OU-5 SU�ACE AREA 12,361 5F. A-8 WAL_ SEC;'.ON6 REQUIREMENT$�DCOND ONS. PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK E-I ELECTRICAL PLAN v t �a IMPERVIOUS 13Yf,tD�a ' PERIOD. FLORIDA RESIDENTIAL CODE 200"1 EDITION E-2 ELECTRICAL PLAN, LEGEND REVIEWED BY: -/71 �, : 11--6�� 10006 I REVISION I III i II I it I I � 26'-2 1/2" I 15'-5 lfa" 6'-1 lta" 3'=11 lta" II II I ' .2& DIA. ABOVE — I � FR. 1 i I D.N.SILL 30" I I I ' SWIMMING POOL B" T..ERS i 71 ROO - 1'` DROF i w \� 5T PED ' I ROOM � �ry 15 SLOFE D004 P ip Df = I � I 7'-O' PIG+-1 FENCE , (i CLG, NST. I ' i LANAI III � I ; : HOWGI ;, i I T I' i - w —4I ' I � a � �-- _ �°-a 314(ZO " f ; I ;. � $1 L 36:. r ' 4- FR 080 S',_ID: - SII. 26 DIA. — POOL � � A � ABOVE I i ; GAG Imo' / FR.3056 D,P, t -- ------------------- 4'-0" a O '( r . IGN PENCE ANKLESS EQUIPMENT FARO GA5 WATER _� � ; MA5TE BE��c��M �,' EA ER yyy - ! I DRYER W-A R 'I, III (� _ \ I LLE c4 � �� SEARING !-1GiT, ; I I '�" I � � \ CEILING GC�EER / w T `�' _ i I I, I F'COFAi EMIERGANC A/C UNIT 30` !�I LANAI I , 1 TANK G_NERArI Np. 1 a.: ,: 1,: :, � I S'-0 a" 2' S / r — 2642 �.�. � III 2642 D.W: 2&42 D.N. Z K - I I E S SHL 30" SILL . " SI! � � I A>.,sE aEAa�15 A I L 30" + i ! I _. 41 LAU Int — ; CEILING COOR,w/ i G!. . 'GT, ' INTERIOR V 1 I I I , �{ DESIGNER fi z . 1 �c I i DRF — 2'-O" GE! ING DR0F Q; I DRa� 150 4 PANEL RC? �NCs S 2x6 S.UDS i L ffi 300 . . P° : I _ I a W i i 2a'-O 1/2 2&W FGG. --- -_ - --- - - _ : I ay 2 1I2" 4' 3' ; v j �, 2x6 'MSALL i ■` r ,'� til I-L�,3T. � TWO CAR AIA :: — — — — — FAL EEaMS AT I 652 s.�. - - - -=- - - - - - - I I I 26501 . I I _ I i I ; GEIL NG G60R;wt s�: I a I , TEMP.S.LL i INTERIOR i I i I ' iL : u �I , I ; GLASS ENCLOSURE i ABOVE 30" 14IGP WALL 00 — -— - - - it {- - - - - - - - - - - - - - - ' ! loo w 1 LL B GLG, NGT.$ i 4050 FIX. 51 I- -- IAS" O 1 MA L : i , I i ____ OM , � Z s : _ ; ! OF r�B04 CLG.NGT. 1� = I f I $ ��s L I~ 2050 D ., r- 1 £n _ SILL 36'' K,, I : : — _ - - - —___— `— � _ — — - - IJ - - - - � — — — — - — — — - - - - - — — — — — — — — — — — — — — i .— — — — — — — — — — — — — — -- - _r 3080 2b42 L7.W. 2642 DN. BALL _ SILL 301" SILL 30" — ------ 2& ---- I , E 11'=� I/a" 3'-i01f2 4` 3' J'.1:: 14 3�: 3, :. -i a2'' S' 101fd" 6' 3" FUGLB'-5'` i PSATER UJ.I — — — — — — — — — — — — — — — — l' I ! w s 2x6 STUD$ FR 3080 FG'C. LL s _ CA GLG. T. I�OI CDCs.NGT.9 = I 0, I 2' 3.. it 1',i" $'- 1'_I' ""� FULL G7G I A7rtiC FGC3L � I '� 2 I rANKLE55 : Zw -------------------------- GAsTwArR 1 i I C G T 10 n, SEA.ER W III , DINING — ------------- A/C- G�G. NGr. 10: t UNIT , d ; Z © I v v {263-- 2 ©.I�.� \ 2632 D.N. tK` DORMER `c i A, �, d e 51 6'-9112" r , \ !ABOVE _ t � = ABOVE � z 314" — �' 6'-II 314, 0' 11 34' . ' �� 1 2650 D.P. E J 5t��. 30 i t ii CLG, PGT.9 IT l III I � � FR. 30�a6 i f FR; 3Qt6/o : + , 'loom li D.W.SILL 3>7�: f D.W.SILL :0 - � , BEARING W*T.9' =5 ; : PORCH � ETRY F' I CS �— I FS�� DAT OF ,I � s i6SEE./ I I DRAWNBY: i ,�_AICx SGT.°�' \ \ ;2656 D.W. 2&5& DN. '2656 p.N, A�� , LL ^ _ DIA: i i i - � \ A-� sxEET No. h ' Si 30" ABOVE !T SILL r I 4'-2 31 3'=6" 3' &° 4'-2 3I4" P I 4N �L..� i .L 1 — I 1`3'-5 112" V-4" 0.8 1/4'' 2 " 5'-3 3/4" $'-3 314" 2'-0" I 101-8 114" ; i` 4' AtC AREA = 3.65 5� j Q 10006 SV-11 II 112" ; E 1 I � _ REVISIONS X 4-X 4a - - - - - - - - - - - - - - - - - - - - - - - n - - - - - - - SILL 30" A-1 I OQ BONU$ ROOM ATTIC CIO I I I �I ; 0 tI F �,I I ' j .. 1660 ATTIC ACCESS Q j DOOR t - DOLUN ROOT LII�P ABOVE X42 M1 6ABLE ----------- -------- ---------Le Ir "�� 510NU-5 FL4 N Z i, 8/12 SLOPE 3'�¢ t f � 001 SCALE: I I I I) I �I ii I, I E i.I'__—_ :_ �I I Ik !i l I It SAVE CABLE ---- --- ------- ------- ----------d_ re �__---- _-- -----� i --------------- it ---- Jj GABLE II it {! it II GA II ii it Ij w III I I i `y� " �� G ii L t� Q I' ------------------------------------ - r —_w � — — �-- — --- �' vE a . i, I I J �,u I i II -------------------------------- RIDGE �. 1, ------------------------------- LU IL � II I I I Lu { , 1 .- it p / I � -k f I i L EA'rE )I a v R,aGE I , i-`- -------- _ _-_---_ _ i /�y r. I a In 40 Q i I, p 4 T I -il" it v I C G. PGT.9 0 3 w I L I I I cf); Ii w ' { q it I{ `—�' r..,. ..._..__ _ _.,.`.�_,� q, , ,��✓ , ? j LUII ~ I 1 w eC II I, I( II II i II II I _ --^ ILLA _:- ' 1 i 16 (a f�.k . 6 C�. .' 26s D.I-�, t I I ! I I i J L_.� .,._ 1,_ � R r � „ , � I I � ,SILL 3 SILL 34� ISLE 3V I _ G I I I' I 2� IIIA, I I if I I I I 4 ,i IL u,l I II Ito II 11(� II I I kl �L , � II II ATE OF - 3/4" 'S L E 1 D I ' I II 4° 2 3/4:, : 2S it II 10-2a-10 i i _ 'i � DRA p B L11L EAVE rM ' F I 4N'! � i F TT-N .SCALE: Ito"-I'- " - ___-___ ___-- _J _- 1�6 I' I I REVISIONS I J SIG. 4 MIND" A5FPALT 511+INCsLES CSN 3�e BELT ON 'ra` NCS", 5!RJCTURAL SHEAT +ING DECKING NAILED w/6d RING 5144NK NAILS 0" C,C.AT PANEL EDGES AND ! TERt'IEDIATE AND 4" 0,C AT \ COMPONENT AND CLADDING EDGE 3 iZ II I I i I , E' I I I I � , I - , ! I I I I PLATE LINE ISI-III I I i I I i I I t : : I I I I : I :IPLATEI 9 I I : I • LINE, ,I I : I I I I , I I I I I : I I , I III I I II g I : I I I ,I � IURA, r�1CM8RA'�e QN a : I I I ter--F---�----^'-- I w®s I f I _ , I I I E I I T AN 5 EA N NCz I 1 'I I I I 1 I I I II II I I E I I i I I 4N �^x� T I 5U 5 'I 'I D TYR. I I I I I II I I I II € I I I I I li I I G i I €i ! I II I I I - 'I II'I I 11 I I I I I I I I !I Y I I I i 1 1 ! I i 1 , I I I I I EI II�I I dd i I I �I I 3! x i 9 AN _D CORNER i V I I' I I I I I i ry I I I I I A , TY P, RD F. i i I I I I i I I! I I I I i I I I I I I I I I I I 'i I EI I I' { I•I 1: I� i I E I I I ' I I ; I I i I I I I: , , : I .I i I I I I ( I I I I I II I I ' I BRICK VE NE E R L1 OPEN CA EV JITAY I �N WATERPROOF ME BRANi: i I 1 : I I, I I I II I I I I I I I I i I I i I �i I Y I I t i P U 5T`!'M A T I C C LU ALL,L I I I I I I I I I I I I I i I I I I I i 1 I I (yup`\f I �I I I 1 > LG I IN FLOOR I � F Q II I I I I I T _ GRAD u aw - L � , c ., SALE; 1,4 _ �...� : I I W I II ' II I I I i I ; I!. I I 3 , f ' / 16 / yh� I f I I IiI II IE /' I I I I i I I I I I I I I I 1 I I i I I , I I _ 1 w - I t : ✓ . LATE LINE I ,I I A I I I P : .r� LINE{ L .. I I : ... _: ., : I I I I I I I � I I I I kE II I I II I I I I I I III I � _ �I 777 CD R 5�INCE5�N , JUSE I c� wrf a E : I I I. I I .E I I i I E I I I WRAP r . RA, E r I : I I . I a I II I I N iI I I E f- I 1 I I ail G! I I ppi I u I 1 I I ' 1 I I I I I I r t URAL P 'E� I SHEATHING TN1n 2 ID , 7TG I Y+-- t w 1 I I I' I i € I v7 I I IC7 I ION —LI-7 u I <I I ! r I I w I I 1 � I I I I' II I PANTED I. it X � 3 ! III \\ I 1 i I 3 I: F=: II I yl I I I I C I i C I BOARD, F! I V I !€ O 3 �I I I III�I I i - I .I I € I 'I I. tI I I i 4 I I I I I - I I jl I I� I I I I I I I t I I E ' I I I � _�1I t EN E R ON OPEN CAVITY C 4- i I ") I I I I 9 I r� .-� I '+f i S.I I I I =t^" I I tl �_ I I I E' JJ M I .� �R: RC.1r MEMBRANE I RA E C'1 I , I : I I I I 1 I I I I I I I I I I ) I I f t II I I I I II I I I i i : I I : GRADE I DATE OF ISS TE �9 16-PO DRAWN BY: �1GP EA&T EL'1== Y ATiC SCALE; 1/4"=i'- 'I SHEET NO. E©RSYTH A-3 Q Im6 REVISIONS I I i III I II I , i II I : FL4¢= LINE - 9:4; I I I i l o I I II I i I I I i, i I II l I II,I II r� I I I fi [, I I � v i I a I it I ( I 1 I, I I N I' I p i I I pp n. I I i I I I I I II I i I I l 1 I :Ii I I i I li I I i I I : I - 3 I I I I I I I I I li I I I I I i I I I I A 1 I I I I 'I � I I f I I II I I I ,i VII I I I I iI I I l, 4� I I1 I I I I I I I I I I I I 1 I I I I i I I I I i i I 1 I Q I I - , _ -. .. _ -.... .. ._-_ '. . . . _ -. .... - _.. :. _ _ .. - -.` I ..:_. •_. -'... - -.. _ _._..... _ ._... -.. __ '.. .. -...- .. � hal N �� f VA I I CN W I I III III I IIII I I I I I 9 f I I I i I II i I I i 1 I 1 I I I I I :I I li 1 f I i I lCt]I I I I li I I if] I I I N I ^I f I I I M I ! I : I I i I t I I I I , I CIi I I i i I I I I w I I I IJ i ' II I i l ll f I I II x I I I it MI I _I I i I I I ' I f, 1 i I \ I I I I 1 I I I x li I I 1 I I I i I I I T P d I I �-1 I I i i I I I I I 1 I I I r\i, it i I N I I I I i I I I i I I I I i I I II I I I i �y I I i I i i , I I — i I II L� DATE OF ?SSUE DRAWN BY: 8 &cu . EzLEVAII R SHEET NO Ft3RS1'7N A-4 1��6 I , n /-2x4 OUTRIGGER & 24" REVISIONS PREENGNEERED O.G.; T.F. TRUSSES 24" O.U. PREENGINEE!�ED TRUSSES 24' G.C. ' St;SP'T.ID G !x4 CEILING F RM FROM P D wl 2x LEDGER NA "n D $U5P D G 1x4 CEILING F M RM FROM S IlBED TO PROFILE 5Ps�WN AT E 55. .� .. f �, 6" EXPOSURE No. I CEDAR 5P:NGLE5 D wl 1x LEDGER NA D D 5U END T4 Ix4 CEILING PRO' FOR FROM E R S !BED .O P�2OFILE SPOu�ATE SS. �p c � � -^ I ! ON+-!GUSEIURAP ON 1/2 It $TRUC"URAL " 8 f PLYWOOD w/ 2x LEDGER N-4,LED AND SPEATI„.NG ON 2x6 ',T D5 0 '6 OC,, t Itt I SCRIBED TO ROFILE 5PO EAGP TRU55, TYP. i I I m PAINTED T4G 1x4 EL!PTICAL 1 N I FAINTED TEG- 1x4—j ) 1 \� 5 4 v ' CE1=LING I; ELIPTIGAL ”' I I , — - SEILING I I C�— I I I LL110" II � I I I I 1 1 - I I I I I I II Z-11 �9—PIAINTED TOG ix6 I CEILING I -m � I I I � I , II I I II I � I ' I I I I '' R:, „ -c 51s' � - !' 4 9 PREFABRIGATEp COLUMN SURROUND AT 4x4 m STRUCTURAL POST I PREFABRICATED COLUMN it SURROUND AT 4x4 it STRUCTURAL P05T DINING F III OFFICE I I I I I �- I I' TEG FLOGRINC4 AS SELECTED ON i ' MUD SET TILE ON GONG.SLAB, I TEG `LOOR.Nt"s A.. SccLE.,,�ED 0,4151 MUD SET TILE ON CONS,SLAB. I I ^ F.T. „ E i Y I FELT ON : PLYWOOD GLUED VERIFY, T.,E TPICKNE55 FOR SLAB FELT ON P.T.j14” PLYWOOD GLUED VERIFY TILE TPICKNES5 FOR 6LAB e j AND MECPANICALLY FASTENED TO DROP TO ALLOW 3” DROP AT AND MECHANICALLY FASTENED T4 DRG. 'TO ALLOW 3" D4OP AT (� GONG.SLAB DOORS. I CONS,5'1 AB DOORS. II I I ,: „ l �� }} ' I �2 FIN.,,.GOR r rs / G ° Lu mg I GRADE � „ /UJA r4 i / — Q- SCALE - SCALE, 112 J-G" \//\/ - /\//\// /�/ \j, ° \ \ FOOTING, SEE 5TF�UGTURAL, FJOT �Gz, SEE 5TRiCTURAL, \\�\/ �V \//\�, � TYP. �'P, PI P WIND' ASPPALT SPINGLE5 ON 30 FELT OW/2" � 1'-0" NOM, STRUCTURAL 5PEATHING DECKING NAILED Lu/ Lu�LL SHEGTI I RING SPANK FAILS 0 6" O.C.AT PANEL EDGES AND NTERMEDIATE AND 4' O.G AT COMPONENT AND - SCALE: G=ADDING EDGE STRIP 3 S ATED ATTIC SEAL ATTIC "PIGP WIND" A5PPALT SPINGLES ON 30'FELT ON %" 'PIGP WIND" A5PPALT 5PINGLES ON 300 FELT ON 1/2" NOM.STRUCTURAL 5PEATPING DECKING NAILED w/56 I PQM. STRUCTURAL SPEATPING DECKING NAILED w/ o RING 5t*ANK NAILS 6" O.G.AT PANEL EDGES AND RING SPANK MAILS m 6" O,C,AT PANEL EDGES AND INTERMEDIATE AND 4'' OC AT COMPONENT AND \ INTERMEDIATE AND 4" OC AT COMPONENT AND TRUSSES OVER FRAMING !2 CLADDING EDGE STRIP* 3 !2 \ 12 CLADDING EDGE STRIP 13 a Ls \ BONUS ROOM TRUSSES 0 i \ ,2" GWB ON PARALLEL SEALED_Al°71C \ 24" OC, ` I �� / c` 4: CPORD TRUSSES fp 24" \ / OC, TYP. 3%" T4G ADVANTEX PLYWOOD DECK ;� \ GLUED AND NAILED TO TRUSSES i 24" O.C., TYP: / I , IATELINE I - PLATE LINE '�'_II, 1112" GWB ON TRU55E5 14 I OG„ TTP , I i I I I SIL PLAOD STESI ON GONG:OR MASONRY - YELLOW WOOD E TREATED No..' S"p OTPER PLATES No.2 SYR PEADERS - No.2 5YP STUDS 5°'RUG= PINE FIR _ I MISC. - AN Y OF ABGVE ULAi Ill RE U I � �� ( t�: A4L PIT,t�OD '�YELLOW WOOD � j ! i A L FASTENERS .CONTACTING YELLOW WOOD TREATED (Tl PICAL ALL FLOORS,WALLS AND ROOF5) LUMBER SPALL BE STAINLESS STEE'. OR HOT DIPPED 6 EXPOSURE No. I CEDAR SPINGLES " EXPt SURE No.! CEDAR SPINGLE5 , 2x4 WOOD FRAMED WALL R-13 BATT INSULATION _ I GALVANIZ_D, x FAME WALLS R-!3 BATT INSULATION ON i IOUSEUJR4P ON 1r1: STRUCTURAL -I I ON PO15eUJRAP ON 'fz STIiJCTURAi j�� II w 2 6 FRAMED U �L S EATPING ON 2x6 STUDS e 16" O.G, SkEATPING ON 2x6 STUDS 6 16" OC, ALL ROOFS, INCLUDING PORCPES R-30 FOAM IN PLACE INSULATION- it z WALLS AT ROO"°5 W!TI-i WATT=R CLOSET R'-!3 BATT INSULATION /� it it IAS ACOUSTICAL IN5ULAIION) 1 5EDOI x/ i I�A!!�. I � LINEN I M,� �`Ei� BATH a j , I II z 4" TPICK 3000 P51 FIBER REINFORCED � 4" TP!CK 3004 PSI F BER REINFORCED r MLr � I � CONT,METAL FLASPiNG CON: A FLA5HING CONCRETE SLAB ON a MIL. PVC VAPOR CONCRETE SLAB ON 'MIL. PvC VAPOR BARRIER ON%% MODIFIED PROCTOR CONT, ROWLOCK BARRIER ON%%. MODIFIED PROCTOR � CONT, ROWLOCK � "[ COMPACTED FILL w/ TERMITE TREATMENT, I COMPACTED FILL wl TERMITE TIE i ,. RLA'MENT, . s TYP. ,= tYP {22'' F!N.FLOOR � X12" FIN.FLOOR I I it ° BRICK VENEER w/ !" ii „ BRICK VENEER w/ !" Y CAVITY 4 MEMBRANE j\�\,,�\ ,,\�\\\ ,� �,\ t\�l>\ \/\\/,/,\/\\/, CAVITY 4 M1MBf�ANE l IE F PGL I=S 16" O.G-w/ Y �� \ ° 1 0�\\\ \ \�' \,\\\\\\\\ \,\\\\,�\� \\\\\\\\\ I DATE QF ° // two% // W-5- POLES m ! ,:, O.C.w/ COMPACTED FILL Y\\\ \\; I r > _ ISSUE � v v y v v COMPACTED FILL Z �� `�'v v vv:v �, CONT. TPRL WALL FLASPING �\�\� \>, \ v \ \�/\ i\ ✓/ \ .\ COti T. .-!RU WALL F�ASPI;.G EXIST ING GRADE l � li\ �i "< \\yam'\�� y,„Yj>\r�Go� EX 5fi!�<G GRADE ;�\�\\\\;\\\�'\\\�\\\y\\� / / GRADE � DRAWN BY: /r, / ?EGF FOOTING, SEE STRUCTURAL, 4 ° ” \\\- FOOTING, SEE 5TRUCTURAL, FOOTING, SEE STRUC`U" 4L, \'/\\ \\ / / / FOOTING, SEE STRUCTURAL, ice. � / ,/ / /,/�, " ,/ ,/ SHEET NO. TY. /\//\ ., ° ,�/,. TYP. , /, :a ;. /,� TYP. < ujAI L 5Pr,,-'IiON! WA SEC I ION A-5 V--U SCALE. il2:I i. 4 - 5GALE: 1/2"-!'-0` @ i0006 REVISIONS CEDAR SHINGLES ON ''z" P.r, s,l PLTWOOC SHEATHING BOTH SIDES P.T.2x4 FRAMING 0 ;e„ O.C,TTP, I I I GRADE GROUND CONTACT P.T. 4x4 POST IN CONCRETE ENCASEMENT -R MAX. "2" O.C. II I , L A-& SCALE: its "HIGH WIND" ASF'HAET 6NINGLE5 ON 300 FELT ON 'IOM. 5rRl.-'r'JRAL SHEATHING D ECK NG NAI' 5-D, L/Od 1;7 RING S-IANK NAILS f 6'' O.C.AT PANEL EDGES AND 8 ENTER"' D ATE AND 41.0 AT COMPONENT AND CILADDING EDGE SIR!o w tW.; ROOF LINE BEYOND j I ROOF LNE BETOND i j 12 I WIGH CIO A&F'.AL T SUINGL=S O'N GRACE ICE AND 3'd WD- N " 5EA ED A*1I WATER ;rPELD ON I'/2' NOM. STRiCTURAL SHEATHING DECKING NAILED w/,3d RING SHANK NAILS 0 11 OL, � AT BANE_ EDGES ANDI'JTERMED 4T_ AND 4" aC AT COMPONENT AND CLADDING EDGE STRIP 3 I y m I ' I — % PLATE L':'vE G 5 ON TRU66E5 ^' d " .. T ixPAirTED TtCx6 FALSEacCOOP, TRIORFAINTED 24' OCTYP,ON% PLYWOO , DESIGNER,SEE PLA CEILING SEE STRUCTURAL w w 1 FYr E` { s i AV ,"� Milk > I I, I I i I I I I III I I I I , II I r I I I I I I --PREFABRICATED COLUMN –PREFABRICATED COi.UMN _ ,� TURASURROUN I.AT&x(,., X j SURROUND AT 4x4 � S;RU _ . OSr ' f STRi CTURAL POST I tt�i I I OPEN r0 PETOND w a Cwt LANAI �� I LIVING ROOM OFFICE PORCH ,4, , a w,LE YRING AS 5_LEC'ED FLOaMUD SE Ort CONC.SLAB. ' FEI_r GN P.r.��< FLYD GLUEDi I r'✓RO T fiLE LOW 3 lE55 FOR SLAB p 1=;� I :��:��>� �'� II /—T4G AND' MECHANGA_�?" =ASrENED TO DOORS: <c j CONIC.SLAB `]RCP ;f?ALLOW 3" DROP AT O" <sF Q _ —F INCs AS LOOR SELECTED,COOR w! E INTi I I ERIS?R�ES1rraNE +2 ' FI _ c N. LOOK 1-7 13 - DATEOF ✓ Yf\ \\,' _ ' \\\ COMPACTED FILL %\\ \' \�\ \\'\1\\\ \ \ �\ { e J �v G I ISSUE �� )\ � ''''�'\\\''\\ \\\ �,� `Si� �i/y��\Y \7%'\�G\�'\\ iii iZG �j' �% ✓G':i i,i , S C , EXISTING GRADEv�� G � U , �, . \ \ �\. �\ Yu GRADE w ?\ FpOI NG, SSE SiRUG1t�RAL. \ \ \ \i\ \� i\/ .� \\ \\ \\. T yl FOOTING,SEE STRUCTURAL, j\\//\/j,%� i\\�\\�\\/\\j/ \ FSP FOOTING,SEE STRUCTiL, -TR. < FOOTING, SEE STRUCTURAL, >vv v �v v v v� �, SHEET NO. V FORSYTH C ON A-6 a 4 gg-'�;7y S ATS+ RE Y 1 lOT J /—PREENGI'!`cER�D — / TRUSSES 24" J.G. k 2x4 OUTRIGGER 6 24" OC., TYP, "NIGH WIND A5P'4ALT 514IN61"E5 OWN 300 CELT ON 'a`: O" NOM, 5TRUCTURI AL 614EATIw4 IG DECKING NA;LED wt aid RING 5NANK NAILS $�v" O.G.AT PANEL DG.E5 AN; j INTERMEDIATE AND ' O.G AT COMPONENT AND SEALED ATTIC CLADDING EDGE STRIP 13 i 6" EXPOSURE No,I CEDAR 5PN61-E6 j I ON POUSELJRAP ON '12" STRUCTURAL 514EATUING ON 2xe 5T016 6 16" O:C., TYP. I !! PLATE LINE SEALED ATTICD4NU5 KO SEALER ATTR j 1/4' T463 ADVANTEX PLYWOOD DECK ! GLUED AND NAILED TO FRAMING, f 1 Q7 5EDROOM II h� IRME ECTICN ., q!GF4 WIND' A5F`PAL 5PINGLE5 ON 30EL. F-, r ONP/7".. 0 =moi 5GALE. I/4°.i',,0:_ NOM.5TRUG--URAL 5kEATANG4 DECKING NAILED W/ 4 I GJNT.METAL FLASNINCa �� V 1 s - j RINGS S�IANK NA_5 * � O.G.AT PANEL EDG HND CONT. ROWLOCK I / INTERMEDIATE AN 4' O.G AT C471PJNENT AND � I� % CLADDING EDGE STRIP ?. �, 4 i =22" FIN.FLOOR 'I a 44' BRICK v"N `eR SET IN MORTAR CN$1, CMU GRADE „+ S AL pay ATTIC x ra jj\�/j/\X DORMER BEYOND FOOT!�G., 5EP 5TRUGTUR4L, xAA/SAA \/AA/AA/AA/AA/AA/AA/AA/AAiv I i I IIIIII ; ; i ; E 1 r i : GI I II , 0NI U5 ROOM v I j SEALED ATTIC , SEALED ATTIC \ � vEALED ATTIC Jra" TdG ADVANTEX PLYWOOD DECK \ j GTUED AND NAILED TO FRAMING, ! \\ (I \ 50NU5 ROOM TRU55E5,SEE T j FRAMING PLAN I i k i r$" YPE 7X1 G -B V GLU5 iO TY P PROVIDE CODE COMPLIANT STAIR GUARD RAILS,NANDRAIL5 AND RAILS AT LANDINGS, 5.I SEE FRG R312.1 AND R3122 RAILINGs SELECTIONS TO BE BY ODER j_ j I I I i J V TYPE 'X &Z cv THREE GAR GARAGE TIRE AR GARAGE I r, LAUNDR, ylI LAUNDRY 1 ISI W < < $ d 41, a u r° Utl'"i-r 4 ✓� T \7 V. ,1. ,\�, \�..,7, �\�,i, �\3 ��3� , = // � � �/;4.. ,\ �fj\\��Vr\i�//r\,�\y, \\i;�),\\j\�\\.\\/\�,,yr\y,\\j.\�\ i.�©1' a� V Ujfv` j � v v V ' U V TSSUE ., / TTP, G/?c3-"'-IIS \/\\\jj\\\ \ \ \jj\�\\\j\\\jj�\\��\�/\\\/j\\\jam,/\ BRAWN BY: FOOTING, SEE STRUCTURAL, TYP, PGP SHEET NO. G1R5"T�? _ SCALE: i14'-i"-O° FOOTING, 5EE STRUCTURAL, TTS', rl-llll LL SECT A-7 I SCALE 1/2 =` -O" l tD6 I i REVISIONS I I GUEST 5EDROOM i I PATIO I H�5 T 5OFFIT r_ OLG 5WITCl AT FA'°ILY ROOT TO�,,ITc4;s 0 - - - 6- - - - - - ', KITCHEN ZT V... 4 4 l i li i I I SWI; IMINE i _o —I��1E ��L LG�TS W II \ TO WITi a ir THIEN I� I I 1 I � i. is LANAI i I TO StUITG14E5 � % \ a - i !Tcur=� -------------- -------- - ii -- - x Eli 4'-0" HIGH FENDS , \\ II H - - - _ Oul — - - - - - - - — ITG1IE1d - - - - - - - - - - - - - - - — , } SOFFI? MOl TANKLE65 ✓ / 6EGUI ITY LICsNT; TyF. 1 Et U l f ll` EN ' Y�4 D NEATER r UJs� EU-11 M 5TE ECJ OOM TER rIOPA EMERSANGT UNIT NIT I i GENERATOR No. LANAI LAUNDRY _ I CLCs.Nis?.!3' � I` �� 1171, � n UJ U1F' C 3. WET. IO' f J L - � f 44 MAN FAKEL I % KITNEN I TO 5LUIT +E KI G� N I CAR/GARAGE ! ; FDWF ! r • r � —5E / ITCWES, �JN✓i 1 Imo— � !I`d" 11L I I rte RIGHT �! ��'� - $ -ANA: CEILING FANS rcl . �ANA G;-=I1-!N6 , T —PANTRY - - — - - �- - - _ I ANAL - I �i G- . �� . j " KD- Z-:E:GUFRIT�- �' '� TG I G T� H I : I m� So — — — - - - - _ - - - - - - - - - - - - - — / CL,, , � i : r I �'A7:Q I i I -- -� 0 / �r `� o OWDER 1` : I luti. i • — — — T 4 M,45�/E, { \ / --- --- —I— — — J: y _ ft --- ----- fad � 7 - . 7-7-. >_ I ,_ z' r I ` 1IE1 � �w �.3-I ffi ..44 j4 R — - - - — : — — — — -- — — — — — — — — — — — — — — — — ' I /i;;� it I HA u�.I. . j LL POOL I u r- ii f 4 E A:e - - - - - - TO SOFFIT LIGHT '� � � � ' IT ITGu AT FAM L ROOM 7! _ AT _ �7YEf� - \ I , . I : i V / PuL-c ,4 I POO I I ' I Q 1 \ W TANK' E55 ! C I � r i I A AT M \ � S WATER / - r p -------------------------- 01 �4EATER \ N E N , I� v \ -- f DINING 5t>�'T F uIL?- L --- ------ A/C UNI? \ROO" �"1 w4 > > w i Tst 1 } 2 y Vic. \ W i 2 i 'ff J i \ I 1 CW 1 Ir>r 1 ,i / WI( 1 I 1 1 i E-+ al' 'i I UJP IUB i o I � � DAT.._.OE fmoR ENT � PORCH � 'IISSUE f Ef f Col C-2 DRAWN BY: E-2 � / SHEET NO, i HT TO YARD LIGHTS PLAN y SCALA: Itd'=I'-O" E! ' Q !000& F REVISIONS s 5WITC1-i, SINGLE POLE 3 5UJITC;P, TWREE-WAY j &WITCH,FOUR-WAY � SU,ITGH, R�+EOSTAT 6IUITC14, AUTO SUIT TG4 C I'"OV DUPLEX OUTLET T44 IIOv DUPLEX OUTLET w/MOUNTING WEIGHT II0V DUPLEX OUTLET, UATERPROOF F IIOV DUPLEX OUTLET,FLOOR MOUNTED ` 110V DUPLEX OUTLET,CEILNG MOUNTED IiOV DUPLEX OUTLET, W441-- 5WITGHED IIOv DUPLEX OUTLET ON DEDICATED CIRCUIT 220V OUTLET \ 110V DUPLEX OUT;ET,ARG FAULT '^I Vjt IIOV DUPLEX OUTLET, ARG PAUL* i P SW TGWED 110v DUPLEX OUTLET,GFIowl 'JJ JUNCTION BOX 0 CEILING SPEAKER,BY SYSTEM&CONTRACTOR DOOR GI-ME BUTTON Q 1 Q DOOR GIME r L� SMOKE /CARBON MONOX,DE DETECTOR o P�Tv GO B NA`ION PHONE TV OUTLET TV,GABLE LIC-PT r-XTURE,GEILNG `OUNTED, SAN TYPE 4 � LIGHT FIXTURE,CE!LI'dG MOUNTED IG�IT T- L SIX uR�, tUA�,L MOt;N.ED U E '_;CxH� 'IXTURF,UNDER CAB,:NET >"'OUN�'4D cn 0NU * QCT ATTIC _IGHT FIXTURE,2-4 BULB FLOURE5CENT zHT FIXTURE, RECESSED STEP " —, PANT LBOARD, 12 TO TOP C �*1 �` I L= DISGONN,FC', T2" TO TOP A CEILINGFAN w/ L!G44T <IT ji CEILING FAN w/o LGHT nn d' t� I I \ ! ELECTRICAL CONTRACTOR SMALL PROVIDE COMPLETE SMOKE /CARBON MONOXIDE DETECTOR SYSTEM A5 REQUIRED BY CODE m ALL ELECTRICAL WRING 5HALL BE IN ACCORDANCE WITH 2WS NATIONAL ELECTRIC CODE. PROVIDE ARG-FAULT CIRCUIT iNTERUPTER5 IN ALL BEDROOMS r � / PER ARTICLE 210 I2. „/ m SCI L�& RCCA4 �I SCALE: I/4°=1'-0° 5EDRQQM z flm \ / l N f M i a yp d 4 .r � C Fly -, w 4 I �a DATE OF ISSUE DRAWN, BY: HGP A �li5` SCALE: ;/4 I'-O" SHEET N0. FORSYTH E-2 fm6 U GENERAL: CONCRETE: STRUCTURAL STEEL: Metal Connector FasteningSchedule } Anchorage U.O.N. Z Sim son lD USP ID Uplift Capacit (lbs) Fasteners ( ) L 1. All concrete has been designed in accordance with "Building Code Requirements GENERAL: AB MPU4 Na (12)0.131°x 1121 n/a o 1. Project has been designed in accordance with 2007 Florida Building Code g ABU44-Z PAU44-TZ 2200(SYP) (12)0.162"x 2'/2'or(12)0.162"x 3'/2" 5/8"w/7"embed .� Yr for Structural Concrete,"ACI 318 05, and shall be constructed in accordance with �i CS16ABU66_Z TA-U66-TZ 2300(SYP) (12)0.162"x 3"i e ch end -(x tot 5/8"w/7"embed W Building, <1107 Florida Existing Building Code, and/or 2007 Florida Building "Specification for Structural Concrete,"ACI 301. 1. All structural steel has been designed in accordance with AISC "Manual of Steel CS16 n/a 1705(SYP or SPF) (11)0.148"x 3"in each end-(22)total Na Code Residential, as applicable. DSP Na 775(SYP or SPF) (8)0.148°x 1'/2"into studs Na Construction"and shall be constructed in accordance with AISC"Specification for i (6)0.148"x 1Y2"into double plate N 2. All concrete shall have the following minimum compressive strength at 28 days in Structural Steel Buildings," "Code of Standard Practice for Steel Buildings and Bridges," li DTT2Z DTB-n 2145(SYP)1835(SPF) (8)1/."x 11/2"SDs 'r2'w/a'r2'embed(mono)and 7"embed(stem) 2. It is the intent of the Engineer of Record (Engineer}that this work be performed "Detailin for Steel Construction,"and have the following designations. _dl HC520 Na (5)0.131"x 1112"into gable brace Na in conformance with all requirements of the authorities having jurisdiction over accordance with ASTM C 172, C31 and C39: g a. Slabs on grade,footings, and miscellaneous concrete: f c=2500psi Welded connections --------------------------------------------------------AWS D1.1 p)0.131°x 2112"into double plate o this type of construction and occupancy. H2.5A Na:use R17 600(SYP) (5)0.131"x 21/2"in each end (10)total n/a b. Cast-in-place beams, columns,walls, and structural slabs: f c=3000psi Structural steel shapes, plates,etc. ---------------- ---ASTM A36 �I H2.5T n/a:use RT7 545(SYP or SPF) (5)0.131"x 1'12"in each end-(10)total Na o Structural steel pipe---------------------------------------------------------ASTM A53 or A501 H3 RT3A 455(SYP) (4)0.131"x 2'h"in each end-(8)total n/a w 3. The contractor is responsible for the means and methods of construction and -------ASTM A500 Hs LFTA6 950(SYP)820(SPF) (8)0.131°x rr�"in each end-(16)total Na shall work in conformance with all applicable codes and regulations. It is the 3. Cement shall conform to"Specification for Portland Cement" (ASTM C150) Structural steel tubing --------------------------------------------- - H8 RTSA 630(SYP) (5)0.148"x 1%"in each end-(1 u)total n/a E determine erection procedure and sequence 7/8"w/15"embed(SET epoxy only) a shall work i sole responsibility to p HDQ8 Na: use UPHD8 7630(SYP)5495(SPF) (20)1/4"x 3"SDS safety of the buildin and its component parts during erection. 4. Aggregate shall conform to"Specification for Concrete Aggregates" (ASTM C33) 2. All structural steel connections and fabrications shall comply with AISC specifications. HDuS PHD5 5645(SYP)4065(SPF) (1a)'rr x 2'12"sos 5/s°wi 7"embed(mono)and 12"embed(stem) t0 II1SUre the y g HDU8 PHD6 6970(SYP)5020(SPF) (20)'/<"x 3"SDS 7l8"w/15"embed(SET epoxy only) HETA16 HTA16 1810(SYP) (10)0.148"x 1'/2' 4"embed 3 Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, 3. All steel decking has been designed in accordance with "Steel Deck Institute (SDI)"and HTS20, HTS24 or HTS30 HTWzo,HTW24 or HTW30 1450(SYP)1245(SPF) (10)0.148"x 3"in each end-(20)total Na Cn 4. The contractor shall be responsible for all temporary bracing that is required 5 N and plumb until the entire organic materials or other substances that are deleterious to concrete or steel shall be constructed in accordance with SDI "Manual of Construction with Steel Deck". HTSM1s or HTSM2o HTWM16 or HTWM20 1175(SYP) (8)0.1a8"x 3"into wood Na X during construction to keep the structure safe p (4>'i<'x rr<'Titer into CMU n is in lace. An bracing shown on the structural drawings is for the reinforcement. o (4)'%"x 13/+"Titer into concrete structure p Y 9 4. All bar joists have been designed in accordance with "Steel Joist Institute (SJI)"and �' HTT16 n/a 3955(SYP)3a00(SPF) (18)0.162"x 2112' 5/8"wi 7"embed(mono)and 12"embed(stem) completed structure only. 6. Additional concrete requirements for structures located within 1500 ft of the Coastal shall be constructed in accordance with SJI "Standard Specifications for Joist Girders". HTT22 Na: use PHDS 4165(SYP) 3580(SPF) (32)0.148°x 3" 5/8"w/7"embed(mono)and 12"embed(stem) .� HTT4 n/a 4235(SYP) 3640(SPF) (18)0.162"x 2'/2" 5/8"w/7"embed(mono)and 12"embed(stem) 5. The contractor shall verify all conditions and dimensions at the job site prior to Control Line (CCL}and exposed to salt spray are as follows: Crete shall have the following minimum compressive strength at 5. All light gage structural framing has been designed in accordance with "AISI Standard HT 5 Na 5090(SYP) a375(SPF) (26)0.162"x z'/2' S/8"w/7°embed(mono)and 12°embed(stem) o commencing work. a. All con 9 �� TP4 MP4F nra (12)0.131°x 1'12" n/a s in accordance with ASTM C 172, C31 and C39: for Cold-Formed Steel Framing"Grade 33- U.O.N. LSTA18 LSTA18 1235(SYP)1165(SPF) (7)0.148"x 3"in each end-(14)total n/a "_ 28 da LTW12 775(SYP)665(SPF) (6)0.148"x 3"In each end-(12)total Na W y o i. Slabs on rade, footings, and miscellaneous concrete: LTs1z 1/2 w/4'h embed(mono)and 7"embed(Stem) >_ g L�0 LTS20 1500(SYP)1290(SPF) (10)0.148"x 3" g 3 i n. ricat o Na hors prior to fab - tai inserts, arc royal r o h end 18 to III S r a 'n each work a Engineer for las x 3 l n build into the to the En P 1455 SPF 9 0. ( ) 6. The contractor shall supply, locate, and provided PP P f c=3000 sl 6. Steel shop drawings shall a pro 9 � MSTA24 MSTA24 164o(sY >1455(SPF) ( ) angles, plates, openings, sleeves, hangers, slab depressions, pitches, or other P components as may be required to attach and accommodate other work. ii. Cast-in-place beams, columns, walls,and structural slabs: MSTAM24 1500(SYP or SPF) (9)0.148"x 3"into wood n/a O f c-5000psi 7. Holes required for bolted connections may be drilled or punched. Flame-cut holes shall (5)'r<"x z1r,"T�ten into CMU co (5)W x 13/V Titer into concrete -a Z not be used. 7. All details and sections shown on the structural drawings are intended to be b. Maximum water-cement ter c ement ratio: 0.40 II MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0.148"x 3"in each end-(22)total Na y to an similar situation elsewhere in the C. Maximum Chloride ion content: 0.15 percent by weight of cement in MsrA36 MSTA3s 2o5o(sYP or SPF) (13)0.148"x 3"in each end-(z6)Total n/a M hall be construed to a y II be installed to the"snug-tight"condition - u.o.n. rnsTAM36 1870(sYP or SPF) (13>0.148°x 3"into wood Na J typical ands apply 8. Bolts shall work except where indicated otherwise. accordance with ASTM C 1218 l (8)'/1'x 2Y. Titer into CMU $ !� (8)'/+"x 13/+"Titer into concrete rawin s for all structural details and sections. The 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise not on the: PAINTING: �� Msrc66 nnsTcss 5860(SYP or SPF) (38)0.148°x 3'r<"in each end-(76)total n/a Cn 0 8. Refer to the structural d g structural drawings. All reinforcing details shall conform to"Details and Detailing of it MTS or MTS20 MTW12 or MTW20 1000(SYP)860(SPF) (7)0.148"x 3"in each end-(14)total Na clarification in cases of conflict shop- painted.the Engineer for cls 860(SYP) (7)0.148"x 3"into wood n/a hall Contac structural steel shall be sho ainted. Prior to painting, steelwork shall be cleaned in I MTSM1s or MTSMzo ° W contractors 9 between the structural drawings and any drawings prepared by others prior to Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 1. All st u p P (a)'r"x 21ie"Titer into CMU a� commencing work. drawings. accordance with Steel Structures Painting Council (SSPC)SP-6 "Commercial Blast (4)yr x 13/4'Titer into concrete 0 comm g Cleaning" after removal of loose rust, loose mill scale, ands atter, slag, or flux deposits. Z P g+ P PA51 TA51 3685(SYP or SPF) (21)0 162"x 2/2'or(21)0.162"x 3'/2' 4"embed SPH4 or SPH6 SPTH4 or SPTH6 1360(SYP)1170(SPF) (12)0.148"x 1'/2" n/a N LU■ � 9. All window and door assemblies shall be designed to withstand the applicable 8. Tolerances for foundation and slab alignment as well as placement of reinforcement SSP 350(SYP or SPF) (4)0.148"x 11/2'irrto studs Na W according to the manufacturer's shall be in accordance with Standard Tolerances for Concrete Construction E rid 2. For projects located within 1500 feet of the Coastal Control Line (CCL), all structural (3)0.148°x 1'12"into double plate ca design wind pressures and shall be installed acc g Materials,"ACI 117. Footing or slab edges may be up to 2"outside and 1/2 inside steel shall be cleaned in accordance with SP-5 "White Metal Blast Cleaning". 1/4" 14"embed I requirements. � STHD14 STAD14 4430(SYP or SPF) (38)0.148"x 3 of the sill plate. I Notes: � UJ l 1.All connectors are manufactured by Simpson Strong-7 ie or USY Structural Connectors(U.U.N.) J allowable soil bearing capacity 3. Immediately after surface preparation, SSPC Paint 15 (red oxide) primer paint shall be Z.SYN_Southern Hhe;5 =spr�ce_�,ne F,r °' F= 10. The design of the project structure assumes an a 9 P 3.Who=monolithic concrete,stem=masonry stemw all or bond beam - a) lilt to obtain a soils 9. All concrete slabs on grade shall be the thickness as indicated on the drawings over applied in accordance with the manufacturer's instructions. Painting methods shall be 4.Anchorage refers to threaded anchors w rth noted diameters and enlbeciment depths of 2000 psf It is the owners and/or contractors responsib y requirements for site preparation and soil compaction minimum 6 mil. polyethylene (visqueen)vapor barrier. Slabs shall be reinforced with used that result in full coverage of joints, corners, edges, and exposed surfaces. T l� exploration report. All eq P P l v specified in the soil report shall be followed unless more stringent requirements 6x6 W1 Ax1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, PROTECTION WITH WOOD PANELS s ecif ed. The Engineer shall be notified if soil conditions encountered or fibermesh reinforcement shall be used with minimum 2"fiber length at 1LB/cY 4. For projects located within all be feet of the Coastal Control Line (CCL), SSPC Paint 20 WIND BORNE DEBRIS OPENING P10 are p 1 9 Type 1 (zinc inorganic)shall be applied,followed by SSPC Paint 22 (epoxy). differ from the noted assumptions. complying with ASTM C1116. 0 10.Slabs on rade shall bear on structural fill which shall be clean sand free of debris 5. SSPC Paint 36 (polyurethane)shall be applied as the final coat to all structural steel H� MASONRY: g III - CC and other deleterious material. Structural fill shall be compacted in maximum '12" surfaces exposed and visible to the exterior of the structure. EDGE DISTANCE MINIMUM AT- / FASTENERS(TYPICAL) - lifts to a density of at least 95% of the Modified Proctor Maximum Dry Density / 96"MAXIMUM SPAN Lf ^d (C 6. Field touch-up after installation where required to restore final finish. General: (ASTM Lf D1557). Fill shall be treated with termite poison before slab is placed. / 2" i _----- _ y1 / accordance with "Building Code I \ 1. All mason has been designed in a .Footin s may bear upon undisturbed soil or upon structural fill. Structural fill Ck A masonry 11 g Y P a d U n C n i Requirements for Masonry Structures, ACI 530-05, and shall be constructed in shall be compacted IN MAXIMUM 12 LIFTS to a density of at least 95/d of � accordance with "Specifications for Masonry Structures,"ACI 530.1-05 the Modified Proctor Maximum Dry Density(ASTM D1557)for a depth of at ROOF COVERING: - o ~� least two feet(2'-0")below the bottom of the footing. \ - Q N z \ /j Q L 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 1. The contractor shall be responsible for the design and installation of the roof a o C 12.The following minimum concrete cover shall be provided for reinforcement: covering system. WOOD STRUCTURAL PANEL L. � A W 8"to 11 . CORROSION RESISTANT Vis"OSB OR 1%2"RATED z LU g < 70 and be Type M or S. Type N mortar may 3 ------Concrete cast against and permanently exposed to earth. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to I SHEATHING PANEL � a o FASTENER(TYPICAL) `� 3. Mortar shall conform to ASTM C2 yP 2° --------Concrete exposed to earth or weather, #6 bar and larger. the manufacturer's requirements. OR be used in brick veneer. I LL { 1 '/z'--�Concrete exposed to earth or weather, #5 bar and smaller. . `� 1 '/2 -----Concrete not exposed to weather or in contact with earth for the l con WOOD STRUCTURAL PANEL CORROSION RESISTANT I' 4. The contractor shall be responsible for the design and in of all flashing 3. Clay and the roofs shall be installed per the"Concrete and Clay Roof Tile FASTENER TYPICAL primary reinforcement, ties, stirrups, and spirals in beams and columns. Installation Manual," and the manufacturer's requirements. Y16"OSB OR'%z' RATED (TYPICAL) 3 . SHEATHING PANEL --- ' 0 . . 2"-----------Concrete walls and slabs exposed to salt spray Concrete Mason (CMU): u Conc Masonry( ) 2 Y2"--------Other concrete members exposed to salt spray 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according to the manufacturer's requirements. CO Zu TM C90-75 Hollow Load-Bearing l! be lap-spliced with the following 1. Concrete masonry units (CMU}shall be AS 13.A11 continuous reinforcing steel in concrete shall � F Concrete Masonry Units, Type 1, Grade N-1, normal weight, with a minimum minimum lengths unless otherwise noted on the structural drawings: ra < 0 psi fm=1500 psi). 5. The contractor shall be responsible for the design and installation of all metal i w compressive strength of 190 p ( p ) #4 bars: 21 minimum flashing and valley material. L I#5 bars: 26"minimum FASTENER SPACING E j � � C 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following #6 bars: 32" minimum minimum lengths unless otherwise noted on the structural drawings: 'i _PER CHART - (D #7 bars: 46" minimum li NOTE: < #4 bars: 20" minimum WATERPROOFING: #5 bars: 25" minimum 14.Reinforcement in footings shall be bent around comers or corner bars shall be used. I PANEL MUST EXTEND PAST WINDOW FAR ENOUGH TO C ALLOW FASTENER INSTALLATION INTO WOOD FRAMING. #6 bars: 30 minimum r fin and flashing ' " chains bolsters, etc.., necessary to support 1. The contractor shall be responsible for all watery oo g g #7 bars: 35 minimum 15.The contractor shall provide spacers, o F� considerations. ,� reinforcing steel. Support items which bear on exposed concrete surfaces shall have ORIENTATION OF RATED SHEATHING STRUCTURAL PANEL m 3. Grout all cells containing vertical reinforcement in 5-0 maximum lifts' ends which are plastic tipped or stainless steel. I cco o 4, Provide cleanouts per ACI 530.1-05 in the bottom course of masonry NOTES: CD when the wall height exceeds 5'-0 WOOD FRAMING: 1) FASTENERS SHALL BE INSTALLED ALONG THE TOP&BOTTOM ca 5. Beam reinforcement shall be continuous across control joints. SYMBOL LEGEND OR LEFT&RIGHT SIDES OF PANEL. I G)l �:) 1. All wood framing has been designed in accordance with"National Design Specification Wind-Borne Debris Protection Fastening Schedule U) -VIEW DIRECTION for%6"OSB or'%2'RATED SHEATHING PANEL Clay Masonry, sECTION IDENTIFICATION(Brick): (NDS)for Wood Construction,"2005 Edition 2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NOT Fastener type Fasteners acin inches C216 or C652 for Building Brick, Facing I EXCEED 96". 1. Brick shall conform to ASTM C62, 2. All wood members exposed to weather or in contact with masonry, concrete or soil PORTION OF STRUCTURE WHERE I A SECTION IS CUT panel span 2 ft.<panel 4 ft.<panel 6 ft.<panel Brick, and Hollow Brick, respectively. Grade SW shall be used. shall be treated with an appropriate preservative suitable for the exposure conditions. WALL SECTION SD 1 3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS <2 ft. span<4 ft. span<6 ft. span<8 ft. `' N SHEET NUMBER WHERE THE SECTION WIDER THAN 48", PROVIDED THE PANEL SPAN DOES NOT CL C. 0 ' 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. 3. If ACQ treatment is used on any wood member, then all nailing shall require:hot-dipped Is DRAWN EXCEED 96" #8 wood screw based o o , " horizontal. Additional ties shall be provided around all wall _ _____ _-__- II anchor w/min.2"emb. vertical arc i6 o.c. ho galvanized nails meeting ASTM A153, Class C, or ASTM 8695, Class 50. IF borate - - 16 16 10 8 LU openings greater than 16" in either direction, and shall be spaced no more than treatment is used then galvanizing is not required. 4) PANELS SHALL BE PRECUT AND PRE DRILLED TO FIT OVER length into wood framing o Lu " placed within 12"of the openings. ,� CHANGE IN SECTION EACH OPENING AND APPLICABLE FASTENERS. � z i 36 o.c. and #10 wood screw based t° U) I 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) LOCATION WHERE SECTION WILL CHANGE 3, Strand wire veneer ties shall not be less in thickness than No. 9 gage wire for Wood Construction,"2005 Edition and "National Design Standard for Metal Plate - - 5) FASTENERS SHALL BE CORROSION RESISTANT. anchor wl min.2"emb. 16 16 12 9 - and shall have a hood embedded in the mortar joint. Sheet metal ties shall Connected Wood Truss Construction (ANSI/TPI 1-02)." length into wood framing I 0 not be less than No. 22 gage by '/e" corrugated and fastened with 1 3/4" -VIEW DIRECTION 6) FASTENERS SHALL BE PERMANENTLY INSTALLED INTO THE WOOD FRAMING. 3 Cn 0 galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. A A - SECTION IDENTIFICATION CMU walls. CROSS SECTION _ n lag screw based - SD 1 SD 1 SHEET NUMBER WHERE THE SECTION 7) FOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS anchor w/min.2"emb. 16 16 16 16 I �_ 6. The truss manufacturer shall submit shop drawings and design notes with a registered IS DRAWN SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE length into wood framing o 4. Unless otherwise noted on the plans, a 3 '/2"x 3 '/2'x'/4'steel angle shall be Engineer's seal for approval. Design notes shall include the rated load cape of the OPENING. P - -- - used for supporting brick veneer over openings. This angle will not be required truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing SCALE for arched windows where brick is self-supporting. If the length of the opening --LOCATION of DETAIL ., wood framing with the connector system proposed. The contractor shall approve fabrication and I ___-- l 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER- N exceeds 5-0 then the steel angle shall be attached to the g installation drawings showing size, shape and layout. ;II DETAIL IDENTIFICATION I PROOFING CONSIDERATIONS. s' DO 3/s' X 3" lag screws @ 16"Q.c. DETAIL SHEET NUMBER WHERE THE DETAIL o A IS DRAWN °� TH 7. Jobsite handling and erection, including temporary bracing, during installation of 9) PROVIDE PROTECTIVE COVERS FOR PERMANENTLY INSTALLED SD 1 HARDWARE WHEN SHUTTER IS NOT IN USE. RELEA trusses shall comply with TPI /WTCA BCSI 1. - HARDWARE AND ANCHORS: 1 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened VIEW DIRECTION I U EXTERIOR FINISH- REVISI 1, All framing anchors and connectors noted on the structural drawings shall be to their supporting walls or beams with metal connectors as noted in the Truss 1 �_ � Simpson Strong-Tie or Engineer approved equal. Connection Schedule. NATION A ELEVATION IDENTIFICATION II SHEATHING - CD manufactured by p 9 p ELEVATION SD-1 SHEET NUMBER WHERE THE ELEVATION l � nce with ASTM A307, Grade A, All able ends shall be balloon framed or braced in accordance w h the applicable IS DRAWN FRAMING O OPENING. 2, All anchor bolts and threaded rods shall be in accords 9. g HEADER SHOWN,STUD, or ASTM F1554, Grade 36. detail as shown in the structural drawings. _ _ CRIPPLES,OR SILL SIMILAR w v� 42 2' I 3. All metal connectors and hardware which are exposed to the exterior or in contact with 10. The Guardrails, Handrails and Guard In-Fill components (Balusters and Panel Fillers) ted lumber shall be Type 316 stainless steel or galvanized per shall be designed by the delegated Engineer. The Product Approval Report and/or ACQ pressure tree Y TRIM ASTM Al 53, Class C, or ASTM 8695, Class 50. shop drawings shall be approved by the Engineer of Record prior t0 construction. WOOD SCREW BASED � DRAU1 4. All anchor bolts,threaded rods, and associated hardware located within 11. Provide joist or solid blocking in floor framing at all guardrail and handrail posts. THREADED STUDCD =' 1500 feet of the Coastal Control Line (CCL) shall be galvanized per ASTM Al 53, a� "FENDER WASHER(MIN.) .sCHEC ' Class C, or ASTM 8695, Class 50 - WINDOW UNIT- � � w 5. Wedge/ Expansion bolts shall be"Power Stud/ Rawl Stud" by Powers Fasteners/ r-- - i Vis"OSB OR 1X32"RATED SHEE' Rawl, "Trubolt" by ITW Ramset/ Redhead, "Wedge-All" by Simpson Strong-Tie, or = Indicates additional requirements for structures located Within 1500 feet Of the SHEATHING PANEL Engineer approved equal. Coastal Control Line (CCL). Simpson I _- -- A SECTION - FASTENING OF PANEL TO FRAMING o 6. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by sim p o O Strong-Tie and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and b p _ N rushed out prior to installation of anchor adhesive . MULTI-PLY ENGINEERED BEAM(LVL or PARALLAM)CONNECTION(U.O.N.): ! TYPICAL EDGE STRIP(5) - (2)PLY 1 3a"WIDTH BEAMS- (3)ROWS-0.131"0X"34"NAILS @ 12"O.C. a=7.0' R (D TYPICALTYPICAL INTERIOR ZONE(4) 2 2x 8 HEADER f �V (3)PLY 1 X"WIDTH BEAMS- (3)ROWS-0.131-04'NAILS @ 8"O.C.(APPLY EACH SIDE) m 1C 2K w (4)PLY 1 a a"WIDTH BEAMS- (3)ROWS-SIMPSON X"x 6"SDS SCREWS @ 12-O.C.(APPLY EACH SIDE) - - -- - - - - -- NOTES: =3 } J IIIE 1) SPACE NAILS OR SCREWS 2"FROM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM o III o_ III 2) MINIMUM MATERIAL SPECIFICATIONS: _jcn w w III NOTE: E 1,900,000 psi E ", = THREADED ROD LEGEND. • _ %"THREADED ROD FROM FOUNDATION TO DOUBLE a' PLATE.(4"MINIMUM EMBEDMENT REQUIRED) CD _ cm Oi = %"THREADED ROD FROM FOUNDATION TO UPPER FLOOR = DOUBLE PLATE.(4"MINIMUM EMBEDMENT REQUIRED) a> • • • • = = = = = = = == = I p = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE cn HOLDOWN ` R III E = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE E SD 3 SD-3 III MINIMUM Yz"0 ROD TO HOLDOWN ANCHOR AND CONTINUE c III TO DOUBLE PLATE ABOVE. cn III = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE Q IIIINIMUM Y2"0 ROD TO HOLDOWN III MO UPPER FLOOR DOUBLLE PLATE ABOVE. OR AND CONTINUE III cn cn III DSP CLIP TOP AND BO"TOM Q- x WITH ANCHOR BOLT WITHIN AA 6"OF POST NOTE: SD-3 EACH EXTERIOR POST SHALL BE TREATED • • III 44 POST ON ABU44-Z POST BASE.STRAP ci POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. 0 III TYPICAL ALL POSTS-(U.O.N.) NUT&3"x 3"xY"WASHER III SEE DETAIL"U"ON SHEET SD-3 s III RAISED BEAM(AS NOTED) .3 III co DOUBLE PLATE a .............. III SD 3 Z III I TT5 TT • ami III HOLDOWN HOLDOWN' THREADED ROD ASSEMBLY THROUGH CENTER OF III RAISED BEAM CD .........,. 5:..:............................ L 2 i Lij HOLDOWN HOLDOWN THREADED ROD THROUGH RAISED HEADER/BEAM fti • THREADED ROD ASSEMBLY N •. - HE • NUT&2"x Ye"WASHER 3 SECOND FLOOR SOLE PLATE _o F HOEDOWN _ — _ ;;;;;;;; • V FLOOR SHEATHING o — SD-3 174 111 ................................ . E 111 \ V FLOOR JOIST(AS NOTED) SD-3 FIRST FLOOR DOUBLE PLATE • = = ��1 =li D9= • _ _ _ _ __ _ _ ___ _ __ __ _ co _ __ • • • a' c W S DETAIL OF ROD THROUGH FLOOR SYSTEM I- Lu �' F zo ¢ Zw A5 II • o a w a w a o o J o SI{IIII l NUT WITH 3"x3"x Ya"WASHER ASHE ow ALTERNATE: 6PR C, 0 ¢ ¢o SLOTED WASERWTH1CUTa . ....... • o w w WASHER. cn c... DOUBLE PLATEuj Q UoY8" = IH' "THREADED ROD(U.O.N.) Zo z r1l) / CENTER ROD WITHIN DOUBLE PLATE U) cu OPTIONAL-THREADED COUPLING vi F III (MINIMUM DEPTH OF THREAD IS Yz" F H OR EACH ROD.) r III • NUT WITH 2"x Ya"WASHERcu _ • : : .................. SILL PLATE - � A4 : : _. — .. : .......................... • TING � 7 T EMBED INTO SLAB OR FOO WITH ANCHOR ADHESIVE ~ CENTER ROD WITHIN SILL PLATE ti a� r I • ' NOTE: � r • : : • : ..........ter.'-: ...:::::::: . '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. : : :::::::. : ..'.'.'.'.'.... . ........:::':i::::: : o • `''' • HOLE SHALL BE CLEARED OF ALL f DEBRIS AND BRUSHED OUT PRIOR y pU ,a TO INSTALLATION OF ADHESIVE.\—H d c DU8 DU � HOEDOWN HOLDOWN HTT HOLDOWN =II a a MINIMUM 4"EMBEDMENT INTO Q, HOEDOWN a CONCRETE(OR AS NOTED) CU 3 F .. THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGEcn �. SII �� • � � � b d III ......... 0- 0 O HTT III • 2"x Y"WASHER a� HOEDOWN III %"x 6 X"TITEN HD ROD COUPLER o 111 ......... . ....... 111 • . ......... : : ....................................................... u, HTT s HOLDOWN • o E ° °D 0- 0 0 E THREADED ROD ASSEMBLY ANCHORAGE ALTERNATE S 0 :N cocn • • ri g III R III NUTcn R III SD-3 SD-3 III SIMPSON LBPS z SLOTTED WASHER RI III III • -1"CUT WASHER. THREADED ROD(U.O.N.) R — — —— — — — — — — —_ ® a� • sD 3 = _ __ _ _ _ _ __= SD-3 ALTERNATE WASHER DETAIL w U CD HTT TT5 NOTE: o HOLDOWN HOLDOWN EACH EXTERIOR POST SHALL BE TREATED TRUSS OR BEAM(AS NOTED) _ 4x4 POST ON ABU44-Z POST BASE.STRAP = POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. 0 HOLDOWN(AS NOTED) U p TYPICAL ALL POSTS-(U.O.N.) FASTENED TO TRUSS SEE DETAIL"U"ON SHEET SD-3 0 = OR BEAM. C w cn SI DU8 THREADED ROD LAYOUT OLD HDU S THREADED ROD ASSEMBLY HOEDOWN HOEDOWN J � • HOEDOWN ON THREADED ROD AT TRUSS/BEAM o N 1 MISC.CHANGES TO ARCHITECTURAL PLANS � V U C - TRUSS CONNECTORS ED °' ED 0 TRUSS ID LEFT INTERMEDIATE RIGHT c A2 HANGER (2)H8 v1 Mg D1 A4 (2)HTS24 (2)HTS24 F-1III A5 (2)HTS24 (2)HTS24 HANGER o N C Z o III A15 H8 HTS24;HTS24 H8 cn (5}D2 III C10 (2)H8 (2)H8 0 Q c III D9 (2)CS16 (2)HTS24 3 III E3 H8 (2)H8 H8 cn cna E6,E7 H8 (2)H8 H8 a cm E8 (2)CS16 (2)CS16 c III i Fa ALL OTHER TRUSSES H8 H8 H8 0 3 III III ,.,.... ...------ ...... .,... III -� D4 III ...........................................: ........................... — — LOCATE TRUSS AT O ............................................... :::.:::.................... INSIDE FACE OF BALLOON 1 C11 FRAMING o Q A c III c (3)D5 0 LL .......... ............. s O CD C6 O 0 D6 -w' w > J m H U Al C12 � MFX A8 D6 cu E5 F D7 O c .......................... . m m B4 Al2 III D8co c ^� (2)CS 6 AT TRUSS (2)HTS24 AT TRUSS c� co -a Lo (2)HTS AT TRUSS m m B4 {2)HTS24 AT TRUSS Al2 — — = = = == = = = _ N `� z m OU A5 a� Z H 4 TRUSS 0 Z A6 H 12 °' W (4)PAI �u w = cw, w w co o A6 w � w 6 . . .. H11 CD ;. .......... = O A5 D tl H10 3 E2 j m B4 Al O cu I "' z Z ` (2)HTS AT TRUSS �, (2)HTS24 AT TRUSS a J •• o, m m B4 Al ` N j PH3 � IL /PA1 co 1— w F_ B4 r D i A3 04 w • PH • 2 a — 0 ..... rT, ... ...... .... . F� i co 1 (2)H:8 AT TR o PH1 H7 : :Cg cu PC1 (2)H8 A TRUSS V l (2)H8 AT TRUSS 7 �� H6 `� c 3 . .C8 = _ _ co I Gs h III o � :G7•• • G4 c III (2)CS16 T TRUS H4 t (2)H8 T TRUSS0 o CN C6 . : III o Lo V - LoN L Q N III. :• •• :'�. � •�' M : ... : : .• III o w III (3)H3Ld z w .......... . ...... ........................ � J (5)G3 n Q O {I cq N U i c 0 E I E 0 �. H2 AL .,3) SCALE: i ill C3 :'.'.'.: : a� G2 Y4" � IiII II II DO NU THIS Df C3 II G2 II RELEASE [ HI 08-11 C2 REVISIONS G1 0; I c ci 0 c w rn LOCATE TRUSS AT (D N i INSIDE FACE OF BALLOON IN FRAM G 6)C2 ( c III! DRAWN 6) L CHECKED Lu 21 SHEET: ROOF LAYOUT LOCATE TRUSS AT = C1 INSIDE FACE OF BALLOON o N FRAMING 10 MISC.CHANGES TO ARCHITECTURAL PLANS O ;I I, I� BRICK VENEER WITH 1"AIRSPACE ci Q m Lo AND WALL TIES a, � o z z ' 2x-STUDS @ 16"O.C.(U.O.N.) o � m —BRICK VENEER WITH 1"AIRSPACE � o o CONT.FLASHING;PROVIDE WEEP AND WALL TIES r w HOLES @ 33 O.C. F_ rn � GROUT AIR SPACE BELOW FLASHING � 2x_STUDS @ 16"O.C.(U.O.N.) E 2x-TREATED SILL PLATE i75 ❑ CONT.FLASHING;PROVIDE WEEP I I 4"CONCRETE SLAB WITH 6x6 ❑ (SEE TYPICAL WALL SECTION FOR ANCHORAGE) HOLES @ 33"O.C• I I W1.4x1.4 WWF OR FIBERMESH 0 ❑ GROUT AIR SPACE BELOW FLASHING L � L 4"CONCRETE SLAB WITH 6x6 r ❑ W1.4x1.4 WWF OR FIBERMESH 2x-TREATED SILL PLATE ' ° ' r Ln N (SEE TYPICAL WALL SECTION ,� - --- _—°° E w z FOR ANCHORAGE) u °a ° a s v\ \\/\\j\\/\\ n 4"CONCRETE SLAB WITH 6x6 `r° \\/�\\;�\\;� I I BEARING POST(AS NOTED) VAPOR BARRIER OVER TREATED ❑ ° / � GRADE W1.4x1.4 WWF OR FIBERMESH a\ \ \� \\ VAPOR BARRIER OVER ( GRADE ❑' \\\//\SAND COMPACTED FILL /\/,\/,\, \ \/\/\j 4S NOTED /\ \\/\\/\ TREATED AND COMPACTED FILL 4"CONCRETE SLAB WITH 6x6 4"CONCRETE SLAB WITH 3 \\/\ \\ 1 #5 CONT. '- \\j\ \\j\\j > � =° W1.4x1.4 WWF OR FIBERMESH 6x6 W1.4x1.4 WWF OR c Q O /� r /\ \ \ \� .°� -4"CONCRETE SLAB WITH 6x6 0Cn CMU STEMWALL WITH{1)#4 @ 48"O.0 _ H. // /j/\ GRADE-\ \'\�j/\\jj�//////\\//� \\/j _—_-------� W1.4x1.4 WWF OR FIBERMESH FIBERMESH Q ° AND IN EACH CORNER. REINFORCEMENT(AS NOTED) - ° —_ °' J o z \, ❑\% \//\\�/\\ j \ //\/j _ GRADE ° a /� - w FILL CELL SOLID AT EACH#4 REBAR. �o // LVAPOR BARRIER OVER TREATED _� � �\//��\//\/ 8"CMU STEMWALL WITH 1 #4 48"O.C. � OD \ � s°\ \ \/` HOOK REBAR 12"INTO SLAB AND 6"INTO \\% ' 4 ' o /\\ \\/\\/\\/ O @ \, y\\j\ VAPOR BARRIER OVER - '�_. _— Q o /\\off °; ° / �� AND COMPACTED FILL o / /\/\/\/\% AND IN EACH CORNER. /\//\�/ q RAD �\ z \/� FOOTING. \\' �// ,� !//j%\// \%��//i\\/\\//\\ \\//\\//i\/\ TREATED AND COMPACTED FILL \i\\; %\\j// \ i VAPOR BARRIER OVER o �/ /\/ /\//j jj� �y�j %j � FILL CELL SOLID AT EACH#4 REBAR. /\j ji �/ /� VAPOR BARRIER OVER \ \\ \\\\\\\\\\\\\\\°j\\� TREATED AND COMPACTED 6" 5 \/,\/ �Nx� jj�j\\j\ ��'' HOOK REBAR 12 INTO SLAB AND 6'INTO TOMPACTED FILL ' FILL 4= w j�\�❑\ FOOTING. 0 V-8" ONE STORY 2 #5 CONT. " (3)#5 CONT. 1 8" �2 #5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED) (AS NOTED) REINFORCEMENT(AS NOTED) t Q O 1 5 ONE STORY I�- 1 ) 8 (1)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. 1'9" TWO STORY-(3)#5 CONT. � Q Z J A SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION - THICKENED EDGE P SECTION - INTERIOR BEARING PAD FOOTING Q W w SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 SD-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. o Q Ga� C 2x_STUDS @ 16"O.C.(U.O.N.) - cu 0 2x TREATED SILL PLATE - o �-PA51 STRAP NAILED TO GARAGE 2x-STUDS @ 16"O.C.(U.O.N.) o cn (SEE TYPICAL WALL SECTION cn 1 - 3"MAXIMUM OVERHANG(OPTIONAL) _� DOOR POST.BEND STRAP INTO STHD14 STRAP NAILED TO FOR ANCHORAGE) 2 ¢ c" FOOTING AS SHOWN. -4"CONCRETE SLAB WITH 6x6 x-STUDS @ 16 O.C.(U.O.N.) z ,� - GARAGE DOOR POST. Q 4"CONCRETE SLAB WITH 6x6 o a� / W1.4x1.4 WWF OR FIBERMESH �' H o <I z EMBED STRAP INTO FOOTING U W1.4x1.4 WWF OR FIBERMESH 2x-TREATED SILL PLATE 0 w. � 4"CONCRETE SLAB WITH 6x6 u H� LL _ N (SEE TYPICAL WALL SECTION " Q THICKENED EDGE AT GARAGE DOOR AS SHOWN. 9 uj Z O ,y W1.4x1.4 WWF OR FIBERMESH J w FOR ANCHORAGE =�' Y '� THICKENED EDGE AT GARAGE \\ j\ \ \\ H 0 \ \ \ \ ? ! ) _ #4 WITH 6"HOOK INTO FOOTING z j\ VAPOR BARRIER OVER TREATED > \ \\ \ F- &5 ¢ DOOR /\ \/\ \ CURB HEIGHT VARIES a) U d / // VAPOR BARRIER OVER TREATED 4"CONCRETE SLAB WITH 6x6 L� \\ \ \ o - GRADE z - i AND BENT 12"MINIMUM INTO //\ \//\i AND COMPACTED FILLcn \ \ \\ \\ AND COMPACTED FILL /\ /\ 75 • / 1 W1.4x1.4 WWF OR FIBERMESH a MONOLITHIC FOOTING \ \ \ _ GRADE-A \ \ /\ THICKENED EDGE. \ \ • \ (1)#5 CONT. .rte---- GRADE GRADE )#5 CONT. \/'-�� 8"CMU STEMWALL WITH 1 #4 48"O.C. / /\ \\/\\//\\ \ 8'CMU STEMWALL WITH(1)#4 @ 48"O.C. ° /\\ \ E w O @ \ ° s/\\//j ( ° ° ° /\\/❑///\\/%j AND I N EACH CORNER. ,y/\// //\ AND IN EACH CORNER. _ /\//\// a / //\, a ® ° � \ \�\ / / `VAPOR BARRIER OVER TREATED FILL CELL SOLID AT EACH#4 REBAR. z %j\\�\\\ ° ° /` a° ° o \ \\ j\/\jjj\ FILL CELL SOLID AT EACH#4 REBAR. /�\ \\/' 0 z o ° �\ ° / '/ AND COMPACTED FILL L j;, • \\\jam\ 'i\/ • �e<oo VAPOR BARRIER OVER TREATED , ° a ° \ \ \ - o / ° / HOOK REBAR 16"INTO PORCH SLAB c HOOK REBAR 12"INTO SLAB AND 6"INTO \ \\ / \\ '<GRADE - - - / // // \\ \\j „ c a I / AND COMPACTED FILL °� �.° /\\/\\�` / AND 6 INTO FOOTING. 6' (1)#4 CONT. ca FOOTING. VAj \\A/AA/ ❑\/AAAA: V/V/ °°l ° jAi /A//A// \ \ \ \ V/��A ---- o ,x\/j -g -° - ° ° �.a �N� , �VW i\\ --d-- — — —°— — 6� - ° A�jAAAAAAAAAAAA � 6�� c L0 a 1'-8" ONE STORY 2 #5 CONT. 1'0" ONE STORY 2 #5 CONT. \'\/\\/\\/\\/\\%�/\/\\❑\ \\ \\ \\ \\ \\ \ \\/\\/\\/\\�\\j _0 c� -- O O /V//VA/VA/\<'VA�VA/VA/VA/VA/VA \� -CONT.CONCRETE FOOTING \ \\/�\i�/' V-8" (2)#5 CONT_ � �i 1'•8" TWO STORY (3)#5 CONT. 1'4" TWO STORY (3)#5 CONT. 6"Mlt�.�A'�Ai j//j\///jj /�j//j\/� .*ALTERNATE:INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA-51 STRAP OR STHD14 STRAP(SEE DETAIL R ON SHEET SD 1)"* W O L ' .T. B SECTION - STEMWALL SECTION - MONOLITHIC F DETAIL - PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION (MONOLITHIC) L SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWN ~ z IIIIi SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD 1 0 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. rT, �J..� o ` SHOWER AREA _ j SHOWER AREA W `c�y'` MONOLITHIC FOOTING ° _ o w� - BRICK VENEER WITH 1"AIR SPACE < Y� F` - c' AND WALL TIES 8"CMU STEMWALL 2x_STUDS @ 16"O.C.(U.O.N.) FORM EDGE ----- - u CONT.`FLASHING;PROVIDE WEEP vi Z La HOLES @ 33"O.C. PLAN VIEW PLAN VIEW c F GROUT AIRSPACE BELOW FLASHING -BRICK VENEER WITH 1"AIR SPACE I""1 U LL 2x_TREATED SILL PLATE AND WALL TIES o (SEE TYPICAL WALL SECTION 2x_STUDS @ 16"O.C.(U.O.N.) W FOR ANCHORAGE) 2x_STUDS @ 16"O.C.(U.O.N.) 2x_TREATED SILL PLATE En U (1)#5 CONT. CONT.FLASHING;PROVIDE WEEP (SEE TYPICAL WALL SECTION c- c a a HOLES @ 33"O.C. FOR ANCHORAGE) 2x-STUDS @ 16"O.C.(U.O.N.) 2 MSTAM36 Z STRAPS c" 0 FILL JOINT WITH ELASTOMERIC O c U' GROUT AIR SPACE BELOW FLASHING 6"MIN. 1 #4 CONT. co cm JOINT FILLER ! _ O 2x_TREATED SILL PLATE a cn w N 2x_TREATED SILL PLATE 4"CONCRETE SLAB WITH 6x6 cn ¢ NAIL EACH STRAP TO CRIPPLE STUD cu w 4"CONCRETE SLAB WITH 6x6 HEIGHT OF CURB VARIES (SEE TYPICAL WALL SECTION _0 w LJ � c i W1.4x1.4 WWF OR FIBERMESH (SEE TYPICAL WALL SECTION FOR ANCHORAGE) z WITH 13 10d COM NAILS c �; 6"MIN. / 4"CONCRETE SLAB WITH 6x6 _ W1.4x1.4 WWF OR FIBERMESH ¢ w ( ) ca cC5 FOR ANCHORAGE) m O FASTEN STRAP TO FOUNDATION ° z W1.4x1.4 WWF OR FIBERMESH `"_ 1)#4 CONT. c 0 0 O ¢ ^ --'a--- HEIGHT OF CURB VARIES(8'MAX.) • z 0 w WALL WITH(8)%"x 2Ya"CONCRETE SCREWS m Y w - 6 MIN. HEIGHT OF CURB VARIES 8 MAX. \\ \\ \ \\ co ( ) / \//\ VAPOR BARRIER OVER TREAT[ o a INTO MASONRY OR 8 Ya"x 1 a"CONCRETE >- a POR BARRIER OVER TREATED GRADE 4'CONCRETE SLAB WITH 6x6 GRADE /\\ \/\\�\\ O c„ GRADE- \ j\//\\ \\ W1.4x1.4 WWF OR FIBERMESH /\\/\\ j/\\ 00 4"CONCRETE SLAB WITH 6x6 \/// \/// AND COMPACTED FILL _M= SCREWS INTO CONCRETE. CONCRETE a, w w \ AND COMPACTED FILL \/jj/j/\ \ VAPOR BARRIER OVER TREATED W1.4x1.4 WWF OR FIBERMESH j\ \\/\ SCREWS SHALL BE POWERS"TAPPER"WITH c U- / ,(1)#5 CONT. Z 3 \�8"CMU STEMWALL WITH(1)#4 @ 48"O.C. ° °a DE-� \ \//\\//\\jAND COMPACTED FILL GRADE \\ \\ \ \\ PERMA-SEAL FINISH OR EQUAL. 2 /\ \/\�\ ---a / // // / _0 w C? \/ ° \ AND IN EACH CORNER. o z // ° / // j H j`/j \jj\/ / / / ° ° / /\ j\\j\\j\j 8'CMU STEMWALL WITH(1)#4 48 O.C. STRAP SHALL BE COVERED WITH SIDING OR °1' / / / \/\/\/\/ \/ \ \/j FILL CELL SOLID AT EACH#4 REBAR. j/j ° A��j/ \\�� \ - \\\/ \ / / / /�AND IN EACH CORNER. u \/ \/ �\ • °• °,a OR BARRIER OVER /\ \ 8"CMU STEMWALL WITH 1 #4 48"O.C. 4 z /j\\/j ,,/j\\/ \%\\%\\ STUCCO so, \ \ \/ a/\/ q O @ / / / / /° / / / FILL CELL SOLID AT EACH#4 R BAR. / HOOK REBAR 12"INTO UPPER COURSE OF / ° // i _ o \ \ \\ \\ \\ •° a P o _ \\ \/\� �,. TREATED AND COMPACTED FILL // /j // AND IN EACH CORNER. \// BLOCKS AND 6' INTO FOOTING. \ VAPOR BARRIER OVER TREATED \/ • ,� \//�/ HOOK REBAR 16 INTO PORCH LAB AND - _ NOTE: N SVA, jAA�VA VA�AA��i ° FILL CELL SOLID AT EACH#4 REBAR. //A/ / / %A/�/ A ° ° v �� " // /// //�/ A \VA��AA VAA VAAND COMPACTED FILL �// 6' INTO FOOTING. ° L N 6" 5 \/j \/, / / / / HOOK REBAR 12"INTO SLAB AND 6"INTO \i /\\j/\\j/ //\\j/j\ j\\ jj\\j\\j� \/\\/ THIS DETAIL MAY BE SUBSTITUTED FOR o ~I FOOTING. \\\\ \j� j% / //\/l' \/\ EITHER THE PA51 STRAP STEMWALL OR >� N \ \\ 6" \\\ \ \� THE STHD14 STRAP MONOLITHIC ) o N co 1-5' ONE STORY 3)#5 CONT. 6' 1'0" ONE STORY-(2)#5 CONT. (MONOLITHIC). 1'8" ONE STORY 2 #5 CONT. 1'9" TWO STORY-(3)#5 CONT. \ \\j\\j\\j\ FASTEN STRAP AS NOTED ABOVE TO a`� cC-4 __O 1-8 ONE STORY-(2)#5 CONT. 1-4 TWO STORY-(3)#5 CONT. V-8" (2)#5 CONT. /� // // c W f 1'-8" TWO STORY-(3)#5 CONT. 1'8" TWO STORY (3)#5 CONT. -- \`\� EITHER FOUNDATION TYPE. LL c6Z co I_- H LLl °o c SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK G SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH B ICK R DETAIL - ALTERNATE FOR PA51 STRAP OR cn > o SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 STHD14 STRAP a a O x ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 3 a U- r m � Q 0 o � E E 2x_STUDS @ 16"O.C.(U.O.N.) c' SCALE: 2x_TREATED SILL PLATE (SEE TYPICAL WALL SECTION I N.T.S. -(U.O.N.) „ a FOR ANCHORAGE) DO NOT SCALE a (1)#5 CONT. THIS DRAWING a FILL JOINT WITH ELASTOMERIC a RELEASE DATE: JOINT FILLER 08-10-10 4"CONCRETE SLAB WITH 6x6 2x_STUDS @ 16"O.C.(U.O.N.) -2x_STUDS @ 16"O.C.(U.O.N.) 2x_STUDS @ 16"O.C.(U.O.N.) REVISIONS: 2x-TREATED SILL PLATE 2x_TREATED SILL PLATE W1.4x1.4 WWF OR FIBERMESH 2x_TREATED SILL PLATE (SEE TYPICAL WALL SECTION c' N (SEE TYPICAL WALL SECTION (SEE TYPICAL WALL SECTION FOR ANCHORAGE) a� —' z FOR ANCHORAGE) FOR ANCHORAGE) c / r 6"MIN. HEIGHT OF CURB VARIES(8"MAX.) j -CURB HEIGHT VARIES VAPOR BARRIER OVER TREATED 4"CONCRETE SLAB WITH 6x6 w GRADE--- /\\ \\\\j\\jAND COMPACTED FILL GRADES �-4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH 4"CONCRETE SLAB WITH 6x6 o, W1.4x1.4 WWF OR FIBERMESH / W1.4x1.4 WWF OR FIBERMESH a� // / 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. , Q -�- // AND IN EACH CORNER. /. ° -_--_ FILL CELL SOLID AT EACH#4 REBAR. o z / % ° \j ° HOOK REBAR 12"INTO UPPER COURSE i /\/j i //\ %\\/b �° . so //' > ° \/\ \ w ° • ❑ \ /�/\ /\/\\/ ° a '.�\ \�\ /\ �\ \\ a \ \� DRAWN BY: OF BLOCKS AND 6 INTO FOOTING. i\ ,VAPOR BARRIER OVER TREATED CMF / // ��AND COMPACTED FILL VAPOR BARRIER OVER i\/j//j/ i 1 c a 6„ \ \ \ \ \ VAPOR BARRIER OVER TREATED ° o c ,y \\j\\j /\\j; TREATED AND COMPACTED FILL AND COMPACTED FILL CHECKED BY: V-0" ONE STORY-(2)#5 CONT. 1'-4" ONE STORY-(2)#5 CONT. c ONE STORY-(2)#5 CONT. - _ V-4" ONE STORY 2)#5 CONT. w WJD TWO STORY (3)#5 CONT. V-4" TWO STORY (3)#5 CONT. 1�_8° TWO STORY-(3)#5 CONT. 1_g TWO STORY (3)#5 CONT. SHEET: D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN NIIIi o SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD 1 SD-1 SD_1 N SDmi ENGINEER FOR ADDITIONAL REQUIREMENTS. 0 VERSION:10-09 v J Lu 0') Lo (TYPICAL DOUBLE PLATE SPLICE) v) > > o 48"MINIMUM SPLICE LENGTH L > Z > MINIMUM NAILING OF �_ -TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT U o TYPICAL HEADER TO KING STUD CONNECTION 0 00 r (16)0.131'"x 3"NAILS IN THIS ZONE. (SEE DETAIL"E"ON SD-2) - (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL HEADER NAILING REQUIREMENTS w NAIL EACH PLY OF KING AND CRIPPLE STUDS PLATES WITH 0.131"x 3"NAILS @ 8"O.C. JOINT IN LOWER PLATE - JOINT IN UPPER PLATE TOGETHER WITH 0.131"x 3 Y"NAILS @ 6"O.C. STAGGERED STAGGERED(TYPICAL) DOUBLE PLATE 2x6 (3)NAILS PER PLY In THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED / I I = �� 6"OF SPLICE IN LOWER PLATE I ON SPLICE IN PLATE OR THREADED ROD / I I TYPICAL STUD TO DOUBLE PLATE -CRIPPLES AND KING STUDS 2x8 (4)NAILS PER PLY E N --CRIPPLE STUD AND KING CONNECTION AS NOTED) o 8"MAX. 6"MAX. ALTERNATE: IF ROD IS GREATER ASSEMBLY WITHIN 12"ON EACH SIDE OF / STUD REQUIREMENTS I I ( y... (SEE DETAIL"G"ON SD 2) �__HEADER(AS NOTED) HEADER 2x10 (5)NAILS PER PLY o ¢ THAN 6"FROM SPLICE ADD JOINT. 6"MAX, j (SEE WALL LAYOUT) I I _ NAILS AS NOTED E SSP AT SPLICE. I l E PLATE HE GRHAT CENTERED ON CHANGE IN 2x_BLOCKING(TYPICAL) IN TABLE 2x12 (6)NAILS PER PLY W END(TYPICAL)TOENAILS AT EACH CRIPPLE STUD 9Yz"LVL ° `� (5)NAILS PER PLY I cn 0C -NAIL EACH SILL PLY TO KING STUD KING STUDS 3 WITH 0:131 x 3Ya"NAILS-TOENAIL 11%"LVL (6)NAILS PER PLY co N. 3 I I 2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL(TYPICAL) 0 14"LVL (7)NAILS PER PLY X Q NAIL EACH PLATE TO CRIPPLE STUD OR ENDNAIL EACH END TO ADJACENT �_BEVEL BLOCKING AS REQUIRED FOR NOTE: a Q WITH(3)0.131"x 3Y"'NAILS-TOENAIL STUD WITH(3)0.131"x 3 Y"NAILS MINIMUM 1 Y"NAIL PENETRATION NAILS MAY BE TOENAILED OR BACK 16"LVL (8)NAILS PER PLY Z OR END AIL(TYPICAL INTO MAIN FRAMING MEMBERS. NAILED THROUGH KING STUD. c� \ I W � (TYPICAL) .n o �-(2)2x_SILL 0 2x_SPF#2 STUDS @ 16"O.C.(U.O.N.) SHEATHING MAY CANTILEVER UP TO \ (SEE WALL LAYOUT) 2"MAXIMUM PAST SUPPORTS.ALL 3 WINDOW ATTACHMENTS MUST BEZ (n > Q ANCHORED INTO 2x_MEMBERS. cu DOUBLE SILT.REQUIRED WHERE OPENING J WIDTH EXCEEDS U.o.N.) D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STI ID CONNECTION t;, Q LV W -THREADED ROD ASSEMBLY AT NOTED SPACING U v v O ♦A uj (SEE DETAIL ON THREADED ROD LAYOUT) SD-2 SD 2 g O 2x_TREATED SYP SILL PLATE ami JOINT IN SILL PLATE STEMWALL: � STEMWALL OR MONOLITHIC: O YY THREADED ROD SET 5"IN ADHESIVE Y"x 10"CAST-IN-PLACE HEADED OR R z x TITEN H I L-BOLT (7"EMBEDMENT) 0 8 E D S MPSON CD I W o H to STEMWALL: TYPICAL STUD NAILING II II 11 II I 11 II MONOLITHIC: s CD a ►1 it L' II i " �I II / THREADED ROD SET 4 IN \ YY THREADED ROD SET 4 IN ADHESIVE ADHESIVE NAILING AT STUD w O OR STUD SIZE DOUBLE PLATE SILL PLATE OR e"x 6"TITEN HD SIMPSON TO DOUBLE PLATE W U TYPICAL STUD TO SILL PLATE Y2"x 9"SCREW ANCHOR BY ( ) � iii Zuj THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY OR ANCHOR MONOLITHIC: (END NAIL) CONNECTION HURRI-BOLT,INC. 2x4 (2) (3) L � w_ p (BEYOND) BOLT(TYPE 10, 02 ,or 30) (SEE DETAIL"G"ON SD 2) %"x 6"TITEN HD OR "x 6"SCREW STUD a) F= J w BUILT-UP CORNER POST WITHIN 12"OF EACH SIDE OF JOINT ORYz"x 8"TITEN HD(SIMPSON) ANCHOR BY HURRI BOLT,INC. 2x6 (3) (4) a) ~ U a_ (SEE DETAIL"K"ON SD-2) IN SILL PLATE. co SILL PLATE `_ NAILING AT STUD 2x8 (4) (5) TT ,,• -BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) * ANCHOR BOLT REQUIRED WHEN DISTANCE BETWEEN NOTE: ° E V w NAIL EACH PLY WITH 0.131"X 3Ya" THREADED ROD ASSEMBLIES EXCEEDS 60".INSTALL I, / TO SILL PLATE o a CENTER ANCHOR BOLTS ° (TOENAIL) 2x10 (5) (6) _ NAILS @ 6"O.C.STAGGERED TYPE 1 OR 02 @ 60"O.C.MAXIMUM SPACING,OR IN SILL PLATE,USE 2"xYB'WASHER ° a 0 z l _ p TYPE 8 @ 48"O.C.MAXIMUM SPACING. TYPE 1 TYPE 2 ° TYPE 3 *ALL NAILS NOTED ARE 0.131"x 3Ya" c ~� a c) C (SEE DETAIL"F"ON SD 2) O O - ca DETAIL - TYPICAL WALL FRAMING CONDITIONS F DETAIL -ANCHOR BOLT OPTIONS G DETAIL TYPICAL WALL STUD CONNECTION T `t Z o ^coo w SD-2 SD-2 SD-2 = � � a N m >- LL. PLATE(BELOW) cu m U- ROOF COVERING(BY OTHERS) o /-2x_CORNER FRAMING FULL o HEIGHT STUDS(TYPICAL) ROOF TRUSSES T N Z -TRUSS(BY OTHERS) CORNICE DETAIL o w Z H2.5A AT EACH LOOKOUT (2)ROWS 2" .C.0. "x 3Ya" CONNECTOR WHERE REQUIRED (BY OTHERS) H2.5A AT EACH LOOKOUT NAILS @ 12'O.C. �- o 2x4 LOOKOUTS @ 48"O.C.FOR -2x4 LOOKOUTS @ 48"O.C. - STAGGERED(TYPICAL) (SEE TRUSS CONNECTION SCHEDULE) / c „,mow \' OVERHANG -- e FOR OVERHANG _ L L ROOF SHEATHING(AS NOTED) -l \ co ~ � r~ ROOF SHEATHING cn / 2x4 SYP BLOCKING BETWEEN � GYPSUM BOARD 0) _Xmi o (AS NOTED) 3 RAMED WALL �� 2 2x_SYP#2 DOUBLE PLATE / n, 2x6 OR 2x�F LOOKOUTS -2x4 SYP BLOCKING SILL PLATE(BELOW) (U..O.N. ` ly3z"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF o Ct BETWEEN LOOKOUTS (U.O.N-.) \ �s -a - 0.131"x 2Yz"NAILS @ 6"O.C. / z �� f-2x4 CORNER FRAMING FULL / �z RATED PLYWOOD SHEATHING,EXPOSURE I TILE ROOF c r J--J BALLOON FRAMED WALL STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) - s ca --__.� w�' HEIGHT STUDS /� FASTEN WITH 0.113"x 2/6"RING SHANK - LL2L BALLOON FRAMED STUDS(AS NOTED) / STUDS(AS NOTED) / NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. c 1 MINIMUM OF(3)2x4 BLOCKS 12'LONG GYPSUM BOARD DOUBLE PLATE GYPSUM BOARD iv U SINGLE PLATE NAIL TO TRUSS NAILED WITH(4)0.131"x 3 Y"NAILS TO a INTERIOR VAULT 44 U- EACH ADJACENT STUD BOTTOM CHORD WITH 0.131"x 3 Ya" / / THREADED ROD ASSEMBLY AT CONNECTOR AT EACH TRUSS co NAILS @ 6'O.C. / '/ �� , -EXTERIOR SHEATHING ALTERNATE:INSTALL SOLID STUD IN (SEE TRUSS CONNECTION SCHEDULE � SHALL BE NAILED TO THIS SPACE NOTED SPACING(SEE DETAIL ON ) _ EXTERIOR SHEATHING SHALL BE /%� ' i THREADED ROD LAYOUT) (2)2x_SYP#2 DOUBLE PLATE w �� UPPER PLY OF DOUBLE 2x4 CORNER FRAMING FULL U.O.N. °' V NAILED TO BOTTOM CHORD OF TRUSS ��/�/-� �� i� PLATE @ 6"O.C. Lu 2x_TREATED SYP SILL PLATE (U.O.N.) F_ � Q Ali HEIGHT STUD 0 @ 6 O.C.WITH 0.131 x2Yz l� " � „ � �� GYPSUM BOARD � NAILS. � WITH 0.131 x2/2 NAILS. Of (U.O.N.ON WALL LAYOUT) 2X4 FRAMED WALL (2)ROWS OF 0.131"x 3Ya" a I w N (U.O.N.ON WALL LAYOUT) NAILS @ 12 O.C. a) _j w Lo / X16"RATED SHEATHING,EXPOSURE I ti � c` o NAILS 6'D.C.ONIEDGES AND cu z Z DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 90 CORNERS L SECTION - TYPICAL INTERIOR BEARING WALL 12'"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) Y w sD 2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH SD 2 INTERIOR CEILING PITCH EXCEEDS l OF EXTERIOR ROOF PITCH SD-2 sD-2 L a Lu U- 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) U- L ROOF COVERING(BY OTHERS) 2x_SOLE PLATE(U.O.N.)NAIL TO RIM cu � � a) NOTE: ROOF TRUSSES BOARD @ 6"O.C.WITH 0.131"x 3 Ya"NAILS s ALL MEMBERS SHALL BE#2 SYP. CORNICE DETAIL NUT&3"x 3"x Ya"WASHER NAIL BRACE TO BLOCKING WITH(5)0.131"x 3Ya" z�z"RATED STURD-I-FLOOR(T&G)SHEATHING GLUED •� (SEE THREADED ROD ASSEMBLY DETAILS.) ' NAILS (BY OTHERS) AND NAILED.FASTEN WITH 0.131"x 2 Y"RING SHANK N 2x6 BLOCKING BETWEEN TRUSSES WITH @ 6 O.C.ON EDGES AND 12 O.C.IN THE FIELD. - o 12"LONG 2x_SCAB(MATCH BOTTOM / 2x4 BLOCKING REQUIRED BETWEEN C' N (3)0.131"x 3%"NAILS EACH END ' o Lo LOOKOUTS FLOOR J01 T(I-JOIST SHOWN,SAWN U _ CV ROOF SHEATHING(AS NOTED) L N C::) ti CHORD) OA DS WITH Y2"SPACERS NAIL w/(3)0.131"x � / \ JOIST SI AR-SEE SECTION ON s cr c) �t co a, BOTTOM CHORD OF GABLE END TRUSS �\ — 2x_BARGE RAFTER / SD 3 FOF�OPEN WEB TRUSS) _0 z w � co O o II c ~ �\ (I !! I I FASCIA BY OTHERS �Y3z"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF w � J o c� THREADED ROD ASSEMBLY � ( ) .� _ / ��z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE RO F GYPSUM BOARD z SECTION A-A e! `�� I I I CD CD 2x4 LOOKOUTS @ 48"O.C. FASTEN WITH 0.113"x 2/6"RING SHANK fl Q O c X \\ I I I NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. RIM BOARD(I-JOIST OR SAWN JOIST) S � U a u H3 CLIP OR EQUAL AT EACH -�° - Q NAIL JOIST TO PLATE WITH(2)0.131"x 3Ya"TOENAILS ao H2.5A AT EACH LOOKOUT !I !I LOOKOUT E ��I ! GYPSUM BOARD (2)2x_SYP#2 DOUBLE PLATE 2x4 LOOKOUTS @ 48-O.C.FOR i I � ��.� (I \�GABLE END TRUSS(DROP GABLE) -CONNECTOR AT EACH TRUSS (U.O.N.) SCALE: OVERHANG (SEE TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH '= 1 I \, I! — cn N.T.S. - (U.O.N.) ROOF SHEATHING(AS NOTED) � - -2x6 BRACE SPACED @ 48"O.C.UNLESS (2)2xSYP#2 DOUBLE PLATE 0.131"x 3Ya"NAILS @ 8"O.C. I I ! I -� OTHERWISE NOTED ON ROOF LAYOUT. \ (U.O.N.) THREADED COUPLING AS REQUIRED N DO NOT SCALE TOP CHORD OF GABLE END TRUSS I !! I i I I I GYPSUM BOARD 2 THIS DRAWING VERTICAL WEB-OF GABLE END ! I! I ! �� ) ADD 2x4 T-BRACE NAILED @ 6"O.C.WITH RELEASE DATE: TRUSS 0.131"x2Yz"NAILS IF BRACE LENGTH j L 08-10-10 NUT&3'x 3"x%"WASHER I I I I I! EXCEEDS 9'-0". GYPSUM BOARD REVISIONS: � A )I � I `�`i I � 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) 12"LONG SCAB(MATCH BOTTOM I ( / ( \�� _ -/6"RATED SHEATHING,EXPOSURE I. X16"RATED SHEATHING,EXPOSURE I CHORD)WITH Y"SPACERS � ' I \ I .� FASTEN WITH 0.131"x 2 Y" FASTEN WITH 0.131"x 2 YY ��BOTTOM CHORD OF GABLE END _ L�_ NAILS @ 6"O.C.ON EDGES AND NAILS @ 6"O.C.ON EDGES AND w TRUSS 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) E q (2)2x_DOUBLE PLATE ��/ THREADED ROD ASSEMBLY AT THREADED ROD ASSEMBLY AT N THREADED ROD ASSEMBLY \ NOTED SPACING(SEE DETAIL ON NOTED SPACING(SEE DETAIL ON = \ GABLE ATTACHMENT PER DETAIL"M" THREADED ROD LAYOUT) THREADED ROD LAYOUT) 0 2x_TREATED SYP#2 SILL PLATE 2x_TREATED SYP#2 SILL PLATE m DRAWN BY: GBC CLIP-{;_)REQUIRED AT EACH BRACE ON SHEET SD-2. � CMF 2x STUDS TOENAIL BOTTOM CHORD OF TRUSS TO '"� Z f �_ ~• DOUBLE PLATE WITH 0.131"x 3 Ya"NAILS Y" THREADED ROD ASSEMBLY aa)) �,// = CHECKED BY: � @ 8"O.C. (AS NOTED) � o, WjD NOTE: SEE DETAIL H OR J"ON \ -----�-THREADED ROD NOT SHOWN FOR CLARITY Lu SD-2 FOR VAULTED CEILING 2x4 DRYWALL BACKING INSTALLED GYPSUM BOARD CEILING ��' �-SEE FOUNDATION DETAILS !�' -SEE FOUNDATION DETAILS SHEET: - -- - - -- - -- - - - - - CONDITION. CONTINUOUSLY BETWEEN BRACES M SECTION - PLATFORM FRAMED GABLE END N SECTION - GABLE END WALL DIAGONAL BRACING SD �2 A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL CD SD-2 SD-2 SD-2 SD 2 C) N U O F-R-T(VERSION:7-09) If ' 6J °u 1 • "T MSTA24 STRAP LOOPED OVER INSTALL DSP% MAXIMUM SPACINGCLIP ( .O. m a DOUBLE PLATE !AILED WITH ) z Z E x 1 Y"NAILS INTO EACH ai o SIDE OF STUD , __ INSTALL MSTA24 STRAP LOOPED OVER c v - END VERTICAL BRACING REQUIREMENTS —� �- MAX_ DOUBLE PLATE.NAIL TO CRIPPLE ON w 8" . DOUBLE PLATE ;- _ _ _ - EACH SIDE WITH(6)10d x 1 Y"NAILS. rn BRITTLE FINISH FLEXIBLE FINISH E N EXTERIOR BEAM(AS NOTED) BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C, WALL STUDS o DOUBLE PLATE STRAP CRIPPLE TO HEADER WITH NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" LSTA18 STRAP -0 O NOTCH BEAM AS REQUIRED TO Mn 2x4 L-BRACE 54"TO 114 48 TO 99 68"TO 145" 60"TO 126" FIT BENEATH DOUBLE PLATE E N „ „ LTT20(U.O.N.) 2x6 L-BRACE 115"TO 182" 100"TO 158" 146"TO 232" 12T'TO 201" SILL PLATE BEAM BEARS ON(2)2x_CRIPPLES (TYPICAL-U.O.N.) `3 CONDITION: 1CL RATED ROOF SHEATHING J (NOTCHED BEAM) .E 2x_L-BRACE NAILED TO vVERTICAL WEB _ _____________________ ------------___------------__---- o W WITH 0.131"x 3"NAILS @ 6"O.C. � 0 -__ -I T------17------n- �I---I - �- n------� I------T ----I to I II II II II I I II II II II I ___ - THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY t VERTICAL WEB IN GABLE END _ Q TRUSS ALL DSP CLIPS @ 24"O.C.OR NOTE: NOTE: 3 --- I II II II II I w I II II II II I T SPH_@ 32"O.C• , THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY Z NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE o- 2x-LOOKOUTS AT 48"O.C. EXTERIOR BEAM AS NOTED I DOOR OPENINGS. Lu DOOR OPENINGS. � ( ) I II II II II ! I I II II II II I � II II II I I II II II II I L Lu 0 16"OR 24"0: DOUBLE PLATE ca (All Lu (2)MSTAM24 STRAPS FASTENED TO II II o SPACING(SEE TABLE) ,�- Z O -- - STUDS AND FACE OF FOUNDATION - BEAM INSTALLED BENEATH DOUBLE PLATE SILL PLATE O o uj NOTE: / BEAM BEARS ON(2)2x_CRIPPLES ��_ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED -0 WHERE TRUSS CONTAINS DIAGONALS, INCREASE L-BRACE (TYPICAL-U.O.N.) (SEE DETAIL"C"ON SD-2) (SEE DETAIL"C"ON SD-2) a REQUIREMENTS BY ONE NOMINAL STUD SIZE AND MATCH a) OVER DIAGONALS ' - J CONDITION: 2 FLUSH HEADER CONDITION DROPPED HEADER CONDITION 2 uj J ALTERNATELU (DROPPED BEAM) o ~ I C J LZ ; P DETAIL TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - UPLIFT ANCHORAGE WITHOUT THREADED ROD R DETAIL - EXTERIOR BEAM TO WALL CONNECTION s DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS o ~ ' sD 3 sD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED TT 11 E V INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE PLATE - NAIL EACH END OF BLOCKING TO ALTERNATE:MSTA24 STRAP LOOPED OVER Fo -� BOTTOM CHORDS WITH(3)0.131"x 3 Y" E EXTERIOR BEAM DOUBLE PLATE NAILED WITH(6)10d x 1 Y"NAILS INSTALL 2x4 BLOCKING BETWEEN c AS NOTED INTO EACH SIDE OF STUD ROOF SHEATHING ( ) DOUBLE PLATE ca OO �Hfi CLIP FROM � TRUSS BOTTOM CHORDS @ 12"O.C. � � N 3"x 3"xYa WASHER —UPPER LEVEL STUD CD ROOF TRUSS(BY OTHERS)WITH POST TO BEAM ---THREADED ROD ASSEMBLY WITH NUT BOTTOM CHORD OF TRUSS m Lu BRACE(IF REQUIRED) \�\ LAP BEAM PLIES AND r, CS16 STRAP{CUT TO LENGTH)FROM UPPER 0 z m - NAIL AS SHOWN (5) STUD TO STUD BELOW @ 32"O.C.(U.O.N.). NAIL EACH BLOCK TO DOUBLE PLATE - I� I� „ „ o -TO REPLACE(1)ROW OF LATERAL 0.131"x 3X"NAILS PER PLY I (2)ROWS OF 0.131 x 3 X"NAILS @ 12 O.C. NAIL INTO UPPER STUD WITH(11)10d AND NAIL WITH(3)0.131"x 3Ya"NAILS BRACING INSTALL 2x4 No.2 SYP T-BRACE \ I� �-PT POST(A5 NOTED) - — INTO LOWER STUD WITH(11)10d NAILS. Q Z NAILED TO EACH PLY OF TRUSS WEB AT - -PT POST(AS NOTED) I I - -2x_FRAMING BELOW DOUBLE PLATE o Q4 Z ABU POST EASE ( ) / BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE 0 O 6"O.C.WITH 0.131"x 3"NAILS H6 CLIP FROM POST AS NOTED / DOUBLE PLATE � rT, \ TO REPLACE(2)ROWS OF LATERAL TO BEAM ( ) SPH_CLIP QER,DOUBLE PLATE NAILING NOT REQUIRED BETWEEN UPPER SILL o F•1••'� �' 1 _ // FRAMED WALL BRACING INSTALL 2x6 No.2 SYP T-BRACE s /I PLATE AND LOWER DOUBLE PLATE. o EXTERIOR BEAM � /a"THREADI.D ROD , - i l NAILED TO EACH PLY OF TRUSS WEB AT (AS NOTED) WITH NUT SET IN ALTERNATE:MSTA24 STRAP LOOPED OVER �/ o - =----- �\I -- ------ I --- 6"O.C.WITH 0.131"x 3"NAILS ADHESIVE DOUBLE PLATE WITH(6)10d x 1 Y"NAILS I r PLAN VIEW AT TOP OF POST N , (7"EMBEDMENT) / INTO EACH3IDE OF STUD FLOOR SYSTEM(AS NOTED) ° ° a a BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE cow \ \ a Q I I a / _----DOUBLE PLATE Q_ a a NOTE: ° ° 1 ° ° i ;_(1)ROW OF 0.131"x 3Ya"NAILS @ 6"O.C. -LOWER LEVEL STUD T BRACING TO BE USED WHEN L; N a CONTINUOUS LATERAL BRACING IS - - - -- a U IMPRACTICAL. SIDE VIEW AT BASE OF POST � L` T SECTION - TYPICAL T-BRACE U DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST V DETAIL -ALTERNATE ANCHORS AT 45° CORNER W DETAIL - CONNECTION OF UPPER LEVEL STUD TO LOWER LEVEL STUD X SECTION - CONNECTION OF NON-BEARING WALL TO ROOF FRAMING cn v sD 3 sD 3 sD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED o NAIL SCAB TO TOP CHORD WITH N W O r, — 4 0.131"x3Y"NAILS 1�1 2x_SPF#2 STUDS @ 16 O.C.-U.O.N. INSTALL SPH CLIPS AT 32"O.C.AT DOUBLE PLATE O v LJi. DOUBLE PLATE LAST TRUSS IN ROW REQUIRING BRACING (SEE WALL LAYOUT, ALTERNATE:MSTA24 STRAP LOOPED OVER ADD 2x4 VERTICAL SCAB IN EACH vi NAIL DIAGONAL BRACE TO BLOCKING 2x_SOLE PLATE(U.O.N.)NAIL TO BAND 3"x 3"x 1X"WASHER DOUBLE PLATE NAILED WITH(6)10d x 1 Yz"NAILS TRUSS IF NO WEB IS PRESENT � INTO EACH SIDE OF STUDlJ 1 WITH(3)NAILS BOARD @ 6"O:C.WITH 0.131"x 3 Y"NAILS �i THREADED ROD ASSEMBLY WITH NUT (3)0.131"1 NAILS TYPICAL AT 3 „ UPPER LEVEL STUD EACH TRUSS 3 2x4 BLOCKING-TOENAIL OR ENDNAIL �- X RATED STURD-I-FLOOR(T&G)SHEATHING EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING GLUED AND NAILED.FASTEN WITH 8d COM OR M 2x_FRAMING(BELOW DOUBLE PLATE) 2x4 X-BRACE ACROSS LENGTH OF CS16 STRAP(CUT TO LENGTH)FROM UPPER SHEARWALL a (3)NAILS RING SHANK @ 6-O.C.ON EDGES AND 12"O.C. STUD TO HEADER BELOW @ 32-O.C.(U.O.N.). IN THE FIELD. NAIL INTO UPPER STUD WITH(11)10d AND NAIL NAIL SCAB TO PLATE WITH(3) INTO HEADER WITH(11)1Od NAILS. a 0.131"x 3Y"TOENAILS N NAIL DIAGONAL BRACE TO INTERMEDIATE \ /—(2)ROWS OF 0.131"x 3 X"NAILS @ 12"O.C• BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE v� N / 2x4 BLOCKING BETWEEN TRUSSES L o WEBS WITH(2)NAILS _ / TOENAILED TO DOUBLE PLATE WITH a N NAILING NOT REQUIRED BETWEEN UPPER SILL PLATE Lo �— OPEN WEB TRUSS SPH_CLIP OVER DOUBLE PLATE o 2x4 SPF No.2 DIAGONAL BRACE AND LOWER DOUBLE PLATE. 0.131"x 3 Y"NAILS @ 4-O.C. U D N o r TYPICAL AT EACH END OF - GYPSUM BOARD ALTERNATE:MSTA24 STRAP LOOPED � � ch N ce -� TRUSS(AS NOTED) o w u- c d CONTINUOUS LATERAL BRACING) I BAND BOARD OVER DOUBLE PLATE WITH(6) FLOOR SYSTEM(AS NOTED) -a Z_ o c co CC 10d x 1 Y"NAILS INTO EACH SIDE OF STUD f° ~ w NAIL DIAGONAL BRACE TO TRUSS I ��- (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE DOUBLE PLATE n J o WEB WITH(3)NAILS Lm (D > c� c TOENAIL TRUSS TO PLATE WITH /� (2)0.131"x 3Ya"NAILS --DOUBLE PLATE FRAMED WALL c Q z0 a Y LL GYPSUM BOARD R �—LOWER LEVEL HEADER(AS NOTED) U) Q n- Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA DETAIL - ALTERNATE ANCHORS AT 90° CORNER q E CONTINUOUS LATERAL BRACE(QUANTITY SD-3 SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED N SCALE: AND LOCATION DEFINED BY TRUSS SHOPcn N.T.S. - (LI.O.N.) DRAWING.) ani DO NOT SCALE cn NAIL CONTINUOUS LATERAL BRACE TO DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW CC SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS THIS DRAWING EACH TRUSS WEB WITH(2)NAILS gg � � RELEASE DATE: ROOF SHEATHING DOUBLE PLATE sD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED a> 08-10-10 ROOF TRUSSES(BY OTHERS) 3"x 3"xYa"WASHER INSTALL 2x4 SYP FLATWISE BLOCKING � - REVISIONS: - ----- -- -- BETWEEN TRUSSES.TOENAL EACH THREADED ROD ASSEMBLY WITH NUT NOTE: d� END WITH(3)0.131"x 3Ya"NAILS. " ATTACH DOUBLE PLATE TO STUD PER (3)TRUSSES MINIMUM _ - _ DETAIL"W"ON SD-3 -RAISED HEEL TRUSS WITH HEEL HEIGHT (1)ROW OF 0.131"x 3Ya" NAILS @ 12"O.C.(TY -UPPER LEVEL STUD KING AND CRIPPLE STUDS AT DOOR -E _ rn FOR CONTINUOUS LATERAL BRACE GREATER THAN 6" 2x-FRAMING(BELOW DOUBLE PLATE) CS16 STRAP(CUT TO LENGTH)FROM UPPER -SILL PLATE a) ��- DOUBLE PLATE __ _ STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). Ya"x 3Ya"TAPCON SCREW a' NAIL INTO UPPER STUD WITH(11)10d AND NAIL N NOTES; -(2)ROWS OF 0.131"x 3Y"NAILS @ 12"O.C. / INTO BEAM WITH(11)1Od NAILS. _ I / - ---BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE 1) CONTINUOUS LATERAL BRACES SHALL BE 1x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) T Tl SPH-CLIP OVER DOUBLE PLATE BEGIN NAILING 1"MINIMUM BELOW TOP OF BEAM DRAWN BY: r SHEATH AREA BE WEEN DOUBL:PLATE CMF 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS(U.O.N.) AND ROOF SHEATHING WITH%6"OSB ALTERNATE:MSTA24 STRAP LOOPED OVER 1 (D RATED SHEATHING.NAIL WITH SHEARWALL DOUBLE PLATE WITH(6)1Od x 1 YY NAILS a) CHECKED BY: NAILING PATTERN FOR WALL. BEAM(AS NOTED) INTO EACH SIDE OF STUD \ (SEE WALL LAYOUT) - a a / WJD SHEET: Y DETAIL - TYPICAL LATERAL TRUSS BRACING DD DETAIL - TYPICAL RAISED HEEL TRUSS BLOCKING EE DETAIL - ALTERNATE ANCHORS AT INTERSECTING WALLS FF DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM GG DETAIL - CONNECTION AT EXTERIOR DOOR o _ SD 3 SD 3 SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED `V O F-R-T(VERSION:01-08 -- - - - — --- 93'-11f -- Q 'a- w Q CD 0 — — — — — — —— — — — — — r- -- -- - - - - - - - - - - - - - -- - j _ 2) — SLOPE DOWN 1" 2, - -- -- -- . — -- - 26 _ I "' 4-10 I 15 _ I + 22-0 -- --- -- T-3" E N B I I � I { CONTRO JOINT I { E ! P I Q ! I j 10 I L 3 , T-10,. c' 1 i m o I SD-1 o N { I { - - - I i L_ — — —CbNTROL JOINTI { I I ! I I I { 3 a { I { I ! mo o ! { ! 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I N I I `�"' I I 1'-4"DR P cu I I I '� 6"SLAB WITH#5's I B H = @ 12"0 C.EACH WAY L_ I j j SD 1 0, z Q - { i UNDER ISOKERN FIREPLACE I I I µ w w U L--- --- I LL co _ J I I I Z I - - I I w 0 4'0" _ - - - - - � I Z I I = I H L - - - -- --- - - - - - - - - - - -- z o — --� + f-- - - - - - � I - o { I SD1 �- _ i i U 0 L - - - - - W o U- - -- - - - - --- -- - - - - - -- - - -� r- - — —— — -- -- - - - - -, = o I L — - - --� { _ M 6'-4" 8- I 3'-6" S 14'-4" m 10'-7j" 1,_91 6' co - Q Q j 0 11 1 I 11 11 I I V L -o { o L_ _ _ I I I �, � - - - -- - - - - - - 5 - - - - - - -- -- - - - - -- Lo — 1 I I I "' u I- --- - - - - - - - - - -� F- --- - - - - - - - - -� I- J L �I L I I H I I I I Q CN co OV - N r- SD-1 o w CN N co co M { I m I I I I N I I NOTE: P u 00 co J I sD 1 ! I I I I I I I I SAW-CUT CONTRACTION JOINTS i.e. CONTROL JOINTS J o ( ) C7 > rn o I I I { I — — — — — — — 11 I I I I SHALL BE CUT AS SOON AS THE CONCRETE HAS o ¢ o o X' HARDENED ENOUGH NOT TO 0 �- E DAMAGED DURING THE { I I I I - - - - I I I { I 3 � v n- I { i r - - - - - I I I I I CUTTING PROCESS. a j I I I o j I M I (TYPICALLY 1 -4 HOURS IN WARM WEATHER) E �. { { I I I � I I � E - - - - - - - - - - - - - - - -� I { L-- - - - -- - - - - - - - - - -I— I I S I I _ FILL CUT WITH 1" DEEP x%"WIDE SAW SCALE: M I I - - - _ _-1 o L- - -- - - - - - - - - -- - -- I I I ELASTROMERIC � CD /DO NOTSCALE� I I F- - - - - - - - - - - - � I I K LOCATIONS. - ( . FILLER N THIS DRAWING - - -J RELEASE DATE: CDj ( ! -- - - - - - - - - - -I r - - - - - - - - - - - - -I ( _} 08-10-10 O d Q i �- REVISIONS: - - - d O -- - - -- - - ---- - - J r M - - - - - - - - � � - - - _ - - - - — - -- - - - - J l- - -- - - -- - -- - -� d 1 10-20-10 N I I I I I { la d. dda -- - - - - - -- -- -- J W 21 J I I I i 4" CONCRETE SLAB-/ CD o I I I I B AS NOTED m o cn _ { I SD-1 k { I I I DETAIL - CONTRACTION JOINT DRAWN BY: ' B I ( CMF r o L Y 1 T 10 o 3.3.. 11'0" 16'7 " SD-1 I I 15'- I I CHECKED BY: -- --- - - _ LIU WJD 93--1 1 I j j I CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHEET: j a; FOUNDATION PLAN -- I L_ __ _ _ _ _ _ _ _ _ _ - _ _ _ _ J -- USING FINAL OPCONSTRUCPROVED 40N OR S �2 PLAN PRIOR o --- - — -- --- - I o L- - - -- -- -- - - -- - - -- - - -- --� i + 1& MISC.CHANGES TO ARCHITECTURAL PLANS r