The URL can be used to link to this page

2061 Beach Ave 2012 New Home �E i�\1511 I f I 1 1111r Il� 9 wt Il llu , y T ANEEPERT M A P O F S U R V E Y _ OPPOSRE R-42 I }J %IF PI I LOT 73 AND THE SOUTH ONE-HALF OF LOT 74, NORTH ATLANIM BEACH UNIT N0. 3, ' , N614Y✓ pT6.59'__ _ - THE NORTH DNP-HALF o.LAS RECORDED IN PLAT BOOK 15, PAGE 93, OF THE CURRENT PUBLIC RECORDS OF _ R-C-B-S CORPORATION, i ' t E :. DNR NOWUNENT _ - - I DUVAL COUNTY, FLORIDA: 3L... a 72-al-AIR _ - - Y rF o—NORTHING 218WW0 „ t EASTNC 3738863 1di I �; klll IMM y' Bi II . I I t I i Aa >k 9, I I I RE ` If �o I WAIF In = z0• I I ae 1 I ez9' TWO STORY g I / FRAME IC I „ LOT 75 RESIDENCE $ .is p om1 oLaN I i T / No. 2069 +a+ M I r) i I R IN I in } MIm I _ . xepp WAUE m 6 -�Go Z r. �� THE NORTH 1 /2 OF LOT74 � pal NORMINO 2197WMS I g I x113 x 1if 6 NKL :a Aft 89-4245•E 21038' III q I t rynb 1 xM; YP 1 N4N I xN�.3 i ' xyde x3 `"T >,. I " a19.. H so I I\ 1 I D I � .r ;%6 � ,.. 1 I ...zl I I x x. x1b I ggyq i'x ° / 1 k 4 QEC If whonvlp Too _ wzL1m \ 11 10 i—BEn AssEs 7iIGRAl 1111111 11 II II I D I I !I I ) —14 1D ,hds \\. 1I�F I I `G p In / czp,.I, DUNE I 1 11 II (_ +` N I371 _ _ 3 \ 1x • 1 90� 'f'� II I kl l vl I� N / 4 -1 I II 1111/ 1/ 111 f 1 I y SII I I 9 Q k 3 _my :° yD• -_ �11 I I E S aNIG FF OT 74 ^'`t .o I 1 / 01 11111 I � . Wh ATall 8 1 / r\ 4 ,D x ,uV 1 111 I \ J m � Ii 5 ' 21m �'+`°• G 1 I I PIN I Il 4NA7 I x i M P I N 11 mn73 v� I —NA- i / / l an w,�iAWY .iW^ I m p 1 / 11 Ill Nil 1 Ya ) 43 xl'p Tw 1 x I Alp x-m III- I ' ., J7 / / l I � %/ / F 7 \\ \ / \\ \ \ \iii I `» I I I IIIA I� Qi ( 3 I4 II 11 n �o x,Rl e > R S4 1 „ v �� bl� / l 11 / / o I A A ,G I I eEN II I I I g SII I I rn I I 11 I oMwr C' arM"Ln P bILI _ . wN 36a' i / / 1 I �d ../ OME GRASSES t, :A\ n? 0 1 \ 1 I I SII I II 1 II I I I 1 D I I 1 1 IF'I `�k *' '. ,k r.,6oit Nwc _rw :�v' '� 911 \ w.e N. II x,a 11 x.«\ \ na4 / / xe. \ '0.� I 1 1 I I I �u I xr.z Z �ao I ixz. x1.N- - 1 xe. k-ow 1 x ., a9Nw im me `° +(+DO YNJz I+b., I x;z3 xd1 x1.1 7 ,'I III O� 8 MIMI �"w"a ,z5.5C TD CCU roa anew WML a 54.73" a I� SAINIPAYNCRTWO 2187790.1 ' I° f 8' tE ua3uaE C 3742%.I 488Y8'09•(Y 25150 Ifl6`I lm IRpI v� I I THE SOUTH 1/2 OF LOT 73 �� ,5.6' I III zB �� it $ __4 m 4 'sI is ! a;A° 1 ` N � a LOT 72 g 1 III .t (' \ THREE STORY It,x f. f CONCRETE 1 RESIDENCE I L 1THE tP1 No. 2055 I FLOOD RZONE?XS (AREAHOU DEA 500 YEAR FLOOD I a` 1 1' 35. I PLAIN) AND FLOOD ZONE -AD- (DEPTH 2') AS y I ! DETERMINED FROM THE 'FLOOD INSURANCE RATE MAP" I 11 r I y I o ArvaE POINT I COMMUNITY—PANEL NUMBER 120075 0601 D REVISED 1 x Wa {R k OPI'oSITE R-43 I I APRIL 17, 1959 FOR THE CITY OF ATLANTIC BEACH, i tl) I 1 NmE6.LL DUVAL COUNTY, FLORIDA. _ 1. THIS 15 A TOPOGRAPHIC SURVEY. SEE BWNDARY SURVEY DATED ANE }}t5v� iI E �I rll I I 22. 2011. FINE No 2011-0442. yjt 2 NO BUIDWO RESTRICTION ON E$ A5 PER PUT I 3, MARINO BASED ON SPIN CO VATCNS AND Cpi4FATE11 TO NAD 27 A 1 I },'S+AT 5 {}+e:lA. I I COASTAL CGNSIRUCTION CONTROL LINE DATUM UANO CORPSCON. CPS =aFILE RUN VANE SPECTRA PRECISION POOH 21 E/12 EQUIPMENT ANDµ W &E NLS SCPIW PR, �t S T A 4, COORDNATES BASIC EN STATE PWIE CCGiENATE STSMA. EAST k I S,I I ZONE NADI PER TIE RECORDED COASTAL CONSTRUCTION CONTROL LINETH ` � IS. ME WRRFNT OOASI CCNND CONVERTIED TO NAD I MCI DSIRUTW CONTR K SAWN USING � ORECOHDED IN q MAP BOOK Cp 72 A ( 1. ISE I it 21. I NEROSCN CONTROL ONE CO RECQPOEO IN T BOD72H, OUVAIL COUNTY, RECORDED PACEST Il [[i 1 � 4 AIN 4t t Wn, 1 Ot I 59, 59A So 598 OF THE OURRENY PUB C RECORDS OF DUVAL COUNtt. 1 FLORIDA IS ME EASTERLY MOST PROPERTY ME FOR PRIVATE LANDS M M1 pp aabW SAW COUNTY b tl ane p { 12975 PACE O8, CP ME CURRENT PUBLIC RECONS OF DUVAL COUNTY. / - C mp'lnoe (I }Ill I I 7. ME GENERAL PERMIT ONE SHOWN AS PER OFFICIAL RECORDS BOOK tl9a FLORIDA addach . p,emenM . _ S. MEADOWS REFER RI NAND 1988. CONCH MARK USED IS A MAG NAIL ce pr,u b pN • N1 AND DISC IN ME CENTERLINE CP CONCRETE OBNE n RESIDENCE Nn both� chat, bai N N luau f if w111,'5 I N M'EE POMT 20R OCFR! DRIVE 15 'n9 Permt OPPOSITE If ELEVATION — is 59 (NAw 199e) i k I' 1 9. ATUM A MEAN n E STATaNM8Ri2L 02MMGI OiL�INiUE BEACH. NNW=DW210 MAND peow�+w,5yra _ F t l`U I� 11 11 / I 10, SEASCNKIDDE AHIGH WATER)LINE. AS DEFINED BY FLORIDA STATUTES ! it CHAPTER ,61.OW (6X.)z seupna high-water IHNw• mama Ne Im. v ' 1 g / r ! 9 shwa and one aboal of 150 1 9 / / Ywnc'e'1p1 n1 `IINe iaq mNiI 11�off aba�a Loan Nwm hi "twy z10 + OSx 507) = 07 MAw ISM) t If 11 ,1J �l 11 AVERAGE CULE WITHIN ME 9NLDABLE AREA (PER CITY THIS SURVEY WAS MADE FOR THE BENEFIT OF II OAn� REQUIREMENTS) 15 200 NAND 1999 { i � 1 I RICHARD AND MIMI SHAW; TRUSTEE OF THE (W �1 I I IRICHARD &GIBRALTAR ICTLE TITLE IES.IMI SHAW ST, 'HELLS FARGO � . I l FIRST AMERICAN TITLE INSURANCE COMPAN,n AND, tii � I 1 ryJ ' �' WNR MONUMENT � ) + { ly 72-61-A17 In,i I I NORTHING 2186046.2 1-1 T � a ( • I II •Nor vw0 arxouT ME SIGNATURE AND ME EASTwc 3739021 DONN W. BOATWR2IGHT, P.S.M. T •` 'l R�� OFMON& RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No LS 3295 It In- I ,I y SURVEYOR AND MAPPER.- AVERAGE GRADE ADDED - MAY 15, 2012 jrby, 14 I � I 4 REVISED PER COMMENTS - MARCH 14, 2012 FLORIDA LIC. SURVEYING So MAPPING BUSINESS No. LB 3672 # ; ' ',f e • i • ' cNEcuED BY: FILE 2ov—G79_AG DRAwN BY: D )OATWRIGHT LAND SURVEYORS Inc. 1500 ROB TS DRIVE JACKSONVILLE BEACH FLORIDA oATE:NDwN6Efl 14, 2011sHEET�_OFL esD4>241 -6550 " V `•••• y HF/ I -RFf zEt-D442 H , II , REGLsEREDEN�INEER ., FIT 6y�'} ANGLEPOINr 1 ` F OPPOSITE R42 j SaG-M•4't.g616 {' DNR MONUMENT MAP OF SURVEY ]2411-A16 NORTHING 21M086.0 I THE NORTH ONEAALF OF LOT 73 AND THIS SOUTH ONE-HALF OF LOT 74, NORTH ATLANTIC BEACH UNIT No. 3.R-C-&B CORPORATION,AS FASTING 3733903 I RECORDED IN PLAT BOOK 15, PAGE 03, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA y , I y8 - CUT AND FILL / CONCRETE GP CHR: rpNI. I NEW POOL EXCAVATION : 17 C10 YEE I GRADE u NFILE: v REAR YARD(CCEAN SIDE)FILL NEQUIRED EAT OF C CU TIES Pr'. I I REAR YARD(OCEAN SIDE)FILL REQUIRED WEST OF CCC 269 CU.YDS. WOOD DECK 4 qI TOTAL FILL REQUIRED:676 CU D`JS_ W W6 CU.YDS.- 17 CLL YOS-=664 CU.YDS.AUDINOTE ADDITIONAL FRONT YARD E%CAVALL WILL ad FOR TICNB ANO OFFSITEOVED 1,1,E-41N FILL FROMRAE%rERIOR LANOSCPPE LIGHrING: EE STRUCTURAL FOR 612E-3 �r I NOTE.ALL EXTERIOR LINDUCBSE LIGHTING S141L BE DEP APPROVED O 0'4 FIMURE: PROGRESS LIGHTING Pfi029 RECESSED STEP LIGHT. F w t. � 194 61' C LOCATIONS SHOWN BY THIS SYMBOLO RDA ,g, T- 0 PLANTER WALL DETAIL TWO STORY I FOOL AND HOT TUB WILL EACH HAVE ONE DEP APPROVED FUTURE. D a4i / FRAME i N 7. _ sCALe. 1^ =2o•O, A i,. LOT 75 RESIDENCE 0 ry DOOR xmN dao NOTEvaso, No 2D69 yv R e a situs ----Y 27 wr"rerunE:c.�cwraxe.wsmrraerre+ueWar"n � m 8.3 ST 9.7 Wsw"ie m o _ 8 ED THE NORTH 1 /2 OF LOT 74 m9 � oE� aool Aw0` �_ 1X1p1" T I2 %1` Iz I x,eo a w / x111.2 11I 1\ \ NI p p89 I x7.5 I x61, x xBB.O 6.2 26.6 1 141 xtz.3 1 3 ➢ I 4 x27 A x1.31 �p NORTHING2 78308 w B x 0 x53 GW g FASTING 3]4 72 5 N0942 BE 2SUE 3 223 gnIMily v Be NiOg 1 x f A N89' 2'48'E 2 f Q� 14.8 M3 w" 11,16 T8 CCC63. 2 18 \\R u,vrtn v x02 x06 / � x \i I I II 1111 I I II yIAT If rnVrsxwE ]5 RL w•t - ~ 6 Ix410 I I 1 I R @'. _ o g I` b ch x 2 _ y14 1QF 1107 74 ' �- \ 1° 10xi°.b111 I \I xl l zlo '.1 5 ARM y2 /I 1 a 1 tzz f z ].B ° x5z 4.a Nza ` xt.a 'g. MIA FEB '?W 2 X252 t3. / \,I , 80 9q 1 \ eB4 x0.2 >~104 11 NB p W x00x.0.3 L x 6 fIL'/ �' CaFIT I�I I z 9 O N� I > II 15.45. V 1B3 g , b 82 21 6 \ 111111 II 11 l gl I IFill : �F OT 73 x2 . y I NOR nZ AMER _ . - xuM \002 L II z.s I x1 .o 1191 I xTR Z I x1.7 I SOLA x•1.0 � z ]SBBL-- iTa vca... ` 1 x Nt3A x a / X84 �/ I I kIl 1%107 Ixl I x6.0 , ._ 'k ♦ x't1 Ix2.9 °.P �" xE.IS o••••• °^ io.t ry we ..we.' &a N7.g 3 V3.§ ' Ua.r. . t Ipp2ij n OC 0 21. 3g xvw nae in } 125,54T TO cccL '46 08' WAPENow �, NORTH1MG 218]]63.1 rn��es . xaW 5894608" I 253.50 IRON TO x.wxa[ %SABRING 3742551 roa*w_ M '°°e" z _ y � TXEPR®PERTY SHOWN HEREON APPEARS TO LIS IN FLOOD ZONE ♦nsi nenerswue sp a 373' rm 1'1 ii] 1 - 10.3 .X..(AR6A OUTSIDE S°O YEAR FLOOD PLAIN)AND FLOOD ZONE"AO" THE SOUTH 1 /2 OF LOT 73 � . o 6E- 217 % u0amrun vim vvs p t. 112 I MDAP"cQMM RV PMELNUMBER122W75000EPTH T?)AS DETERMINED FROM THE O INSURANCE DREVS DEAPRILE 17, g g y LOT 7.2 9 �F127 � ET 1889 FOWITHE CITVOFATLANTIC BEACH. DUVAL COUNTY, FLORIDA t ] 83 X12. In m 26.5TOSEMN I'g u11.3 03 wyye 1 1 EWE OF9 ^9 THIS SUR VEV WAS MADE FOR THE BENEFIT OF RICHARD AND If NEW,HOT NB $ y NOTES: MIMI SHAW:TRUSTEE OF THE RICHARD B MIMI SHAW TRUST, 1.5'TO6FAW S RI tTHIS ISATOPOGRAPMIC 9URVEV. SEEBOUNDARVSURVET DATED WELLS F/ WWW THREE STORY EDGE OF II JUNE 22, 2011, FILE NO.P011-0142, ARW; TITLE AMERICAN TITLE INSURANCE COMPANY; 3 CONCRETE 2 NO BUILDING RESTRICTION LINES AS PER PLAT AND GIBIRALTAR TITLE SERVICES. RESIDENCE NEW MBO - 1 3. BEARINGS BASED ON DEC OBSERVATIONS AND CONVERTED TO NAD No. RER v 27 COASTAL CONSTRUG'ITION CONTROL LINE DATUM USING CORPSCON \ DEC RUN USING SPECTIKA PRECISION EPOCH 25 L11L2 EQUIPMENT AND POOL 3UWPRO SIDES1 TRIMBLE VHS SOFTWARE 41'TO : NEW 4. COORDINATES BASED ON STATE PLANE COORDINATE SYSTEM, FAST ANGLE POINT OF NZONE, NA027 PER THE RECORDED-COASTAL CONSTRUCTION CONTROL OPPOSITE R43 AND ET' CAVA I I LINE AND CONVERTED TP HAD 1982A DATUM USING COFFECON 601 a2.5-TO SEAWARD @WE 5.THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS OF NEW DECK AND RS I RECORDED IN MAP BOOK C. PAGES 72 THROUGH I2H, DUVAL COUNTY, 1 MAN 4B$•TO NEW SHOAINJEWE PAGES RECORDED JULY 50 OF OF NEW ffiWARIT) AND 6. THE EROSION WNrRA. LINE AS RECORDED IN PLOT BOOK 35, AL TOILET ENCS USE 1 PAGES 5$ 5ORIDA 10F $HASTERLCURRENT PUBLIC RECORDS PROPERTY LI EF OR COUNTY, FLORIDA IS THLS EASTERLY MOST PRPERTY UNE FOR W*,_, 69.5 TO STEAWARD EDGE OF 1 PRIVATE LANDS IN SAIDFOUNtt. IT, TINPg gU IFILL/LANOSCAPI G 7, THE GENERAL PERMR] LINE SHOWN AS PER OFFICIAL RECORDS BOM 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DWAL 0 1 COUNTY, FLORIDA A} �. 120. TO EAST PRWERTY El 5' 8. ELEVATIONS REFER TO NAVD 1988. BENCH MARK USED ISA MAG NAIL NORTH $ CAN9TRUCTION FENCEIEROSION WMROL LINE AND DISC IN THE CENTEIRLINE OF CONCRETE DRIVE TO RESIDENCE NO. 2038 OCEAN DRIVE. SCALE. 1" = 2VTF AN I ELEVATION = LEN(NM VD IMM). I 9. MEAN HIGH WATER L INEDRUB) DETERMINED USING EXTENDEDNo. Revlslon/Issue Oeie IT DATUM FOR TIDE STATIdN W 87ZODU (JACKSONVILLE BEACH, ME =2.10 ° 1° 2fl 4° 6° (NAND 19%),TIDE RANIXE =507'4 SITE 10 SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA STATUTESPITE P, 0T F.1 LINEFOREDBYIFEINJOEIRSEONAL HIGH-WATERRISING SE' MEAN6 THE q J LI'LIY + LINE FORMED BYTHEINTERSECTIONLOTHE EANTI SHORE AND LIFE DEP1 SCpLE'. 1" a2p.0' ELEVATION OF 150 PATEDIR OF THE LOCAL MEAN TIDAL RANGE ABOVE { SINGLE PPOSITEIRd4 LOCAL MEAN HIGH WAT=ER. +( 210r (tb XSW) M.7)NAVDUX8) / - 10. PROJECT SITE IS APP'.ROXIMATELV CENTERED BETWEEN COASTAL / I RANGE MONUMENTS R$M12 AND R-043 IN DUVAL COUNtt. ¢ CCTIIfICdIC of Authority No. 2$177 14603 BEACH BLVD., SUITE 2100 j =1C JACKSONVILLE, FL 32250 PH904-223-9773 FX866-832-9236 �gP ` J ogMxvnee"eereu 110" f HOME RENOVATION FOR THE SHAW'S P DEP SITE PLAN DNRMONUMENT / T DE 72-81-A17 1 NORTHING 2136W6.2 A EASUNG 3739021 E p N WTS clt,aAa.Me Es.en vlennW w2mny 0ewmm.n MWANDY X-REF 2011-0442 END DITTMAN ANFI WiWMm.IE 'InkaEb aLLlm a mn.r local L"4 H RRW N and aceg na wmtiwu cwcxEoev o v NgBNdwv.0M. °.mv1+'ce RE{71ENEDFORCODE COMPLL1NCg and FRA6o44MMeYa. ve Dents WT$ M,Mm FMFnl wme the CITY OFATLANTICE EACH E 6 ear pwp M cm requirements EEQUIItRM[NfSANDCONDI'IgoNS. 12008 I mO FI 140' MPIT BEE ITSFOR g ml+d 04 9 FISMIR Tj 1 M RRVIEW®2-Y: DATE �' L B., 2012 MO, C 1 . 0 12-4741 FE AS NOTED ,m SHAW RESIDENCE .KFVIN/ F , �MULLICAN 2061 BEACH AVENUE VLSIGN� I'., INC ATLANTIC BEACH, FLORIDA POST DEVELOPMENT AREAS: LOT 12,500 S.F. PRE DEVELOPMENT AREAS: BUILDING AREA 2,258 S.F. LOT 12,600 S.F. DRIVEWAY & WALK38 9 S.F. COPING: IMPERVIOUS INCLUDES: FIRE PIT 10 S.F. HOME: 1520 S.F. HOT TUB 28 S.F. DRIVEN 930 S.F. POOL 104 S.F. 1� TOTAL IMPERVIOUS 2450 S.F. = .20 % PLANTER 175 S.F. DELTA VOLUME = 4.089 - 3.488 = 581 cu. ft. TOTAL IMPERVIOUS 3,513 S.F = .28 % DESCRIPTION AREA LOT AREA DESCRIPTION AREA LOT AREA STORMWATER STORA(^aE REQUIREMENTS (SQ. FT.) (SQ. FT.) "C" 0. 0 (SQ. FT.) (SQ. FT.) "C" Wild "C" AREA % IMPERVIOUS RUNOFFVOLUME IMPERVIOUS 2450 12,500 1 .00 0.20 IMPERVIOUS 3513 12,500 1 .00 0.28 PREDEVELOPMENT 12,500 s.f. 20 % 3,488 cu. ft. + PERVIOUS 10,050 12,500 0.20 0.16 PERVIOUS 8987 12,500. 0.20 0.14 POST DEVELOPMENT 12,500 SJ. 28 % 4,069 cu. ft. Q RUNOFF CO. (C) = 0.36 RUNOFF CO. (C).= 0:42 1,^ STORAGE VOLUME RE(OUIRED: PRE DEVELOPMENT RUNOFF VOLUME = 0.36 x 12,500 S.F. x 9.3 in. 112 in / ft POST DEVELOPMENT RUNOFF VOLUME = 0.42 x 12.500 S.F. x 9.3 in / 12 in. / fl 581 cu. ft. V = 3,488 cu. ft. V = 4,069 cu. ft. STORAGE VOLUME PROVIDED: 1 ,410 cu. R. a7j ' i i12965 + ' n 0.4 / i I Oz WOOD WALK I 'I �L i+ i it A 16. 1 a: 19.4 87. 6' TWO STORY tea FRAME n zs WOOD i LOT 75 RESIDENCE Oz '',N v 0 DWOOD DECK 19:,4 No. 2069 �t r ji F A OL� WI STEEPS .._ - z Fri1 6.3 9.7 No II,,I', m ,'l0 14. 2' .5 24.8 11.6 11.2 11.3 I S, or I O / wooD DECK 9,CroDL i oz� +NORTHING 2187830. 8 I ' POOL 1 I X 2g.3 X PAD AREA . 22.5 E --•- - 26iF -I- -- 26.6 •V.8 Q oa FASTING 37426 , 2 I SFENCE OOD CONCRETE A/c N89 42 48 210. 36 IRON T24 3 4 4 a WOOD RETAINING WALL 25.,4 22.3 BRICVQVfl,LK 1. BUND REBAR oce _ _ _ _ _X 1 0.3 N89 X214 E 23813 7 6 RLS 3125 ZZ p�� 111 . 1 TO O(,',CL23.4 4' WOOD �ENGE - - 87 v -� T '- ' . - - X9.7 - - Y89 k82 a 1� 1k:bE71 ! ' 1765 - - 28.2 - 28.1 -a - T � i X'26.9 -__ 22 3 -" 4 = Q / 2117: T� 19s X1773 , 1 I. S I I U) X29.9 - - a CD 31 + �,9. jT Q 13 Q� �/ 1 _ Iv� I IN U ( / X .1 �1 PE= CII 1 a + "<A 6x'4 '� 1 t�� CD Q �7 ,W- 2s.2 i CT+ 1 .3X 1 ,, ' , 'I 9.0 l ,9 `�c^ I I 01 x8.4 1 15. 1s.r 18.2 X x 0.1 o .. {I`�' -� +tel r ' 1�9 / X Q O 15.3 X ,. 1 TSL - ' '; / ; .0 + / , 16 s- ' 18'2- I `LI D 1 / x - 1 oR 2 a iv 5 - - ' INL T � / WATER WOOD ____. .__ _..__. - L_ / YJ __ _F v 1+b i StX/METER 1 R+GRZ1l1ND.._ � I � `� 2 I + i O18 1 FOUND 1 2' IRON ?OLEO X240 N WOOD RETAINING RAL. F & \ � \`} `� � _ _ _ \/ + a 7 lm 225 ' 30.3 301125. `J4 TO COOL 21.8X 1g2Y__ - --- 21 .2 WOODR22.1~ n- 'v / X6.8 ' 810.1 9.28 PIPE LB 3 - '8.8 X MANN O0 PIPE NO CAP 3-- � _.... W_. 21.6 DECK �` F 848 fn i 4 t3 FOUND 1 2" IRON . o W/ 253. 50' IRON TO IRON 22.1 I A SANI RY OWER . S89 46 08 " W 2 4 . 13 O ,+ LE OLE \+ S89.46108p PROPOSED STORAGE AREA - UNDER POOL DECK - 11 T J25,6 281 ' O \ \\ +\ EXFILTRATION = 940 S.F. x 5' DEPTH 1 00 '`, 37.$ b 21 OD II -i + \ + x 30% = 1 ,410 CU. FT. 1 O 0 cn 'I 21. WOOD - O A A '1 p N . 1.9 STEPS 1 r a -0 21 7 1 al�.3 12.7 120 , Z NL V V NOMI \ \ cnl -o G: 11.3 + ETI \ \ X Y. frl z n Z 10.3 1�QD WALK LOT 72 m For - - e W; A TNS SHAW 15 y1. N THREE STORY ro I CONCRETE i A2CHITECTUf' \ « "� 'oa.�,.. 51 E LAN + \ + RESIDENCE Tnle darmv a an InMrument a mmI and m. \ \ NO. 2055 2 .5 eePOP b n + c m property of KeNn E. MuINl�i. and shall I� 1 . a � �FiLE COPY ,:. .,ft�: m. a_ alfa Wall - _ - - r91�L'Ctl.lra 51tC' plan n s aqua ells em .nqn rc q Orr 35.7 ' arC Deaf a s oreW e .ua u... amr«+r m,n.a w 1 + + c �p+unuc paatl mtl WElkolkn tl,aroaf 4 SCALE - , uwluu bme ».�. ANGLE POINT svv r'= +owAppA..�a enj /Z� REVIEWED FtlRTGNf1C0 sm.a -SII sn«L x« CDy OFp \ 1 OPPOSiIITE R 43 I ® `t"I PeaumEn�rersumwNumoru. Now: r�;,, �I ELL I I I 351("�• � I � 1=�� k. I . MENOMONEE k ., .KEVIN F. , MULLICAN (,I3 J� SGN� p INC . C 904> 745 - 5574 � iPROPOSED SQUARE FOOTAGE §I A/C: I LOWER LEVEL:934 MID LEVEL1595 q 1` r"h 'SII UPPER LEVEL: 1254 A/C = 3763 PORCH: 72 GARAGE: 616 _ taa el { 9 72,W TOTAL SQUARE FOOTAGE: 4673 �. 12 11' II I �I n 2"' 13 44 a a ]' + a t 111 II AS 0 ASO It 1, e X15 - --- - - -- --- -- -- lei _ SINK L // \\ CABINETS -J CABINETS L O I I ELEVMPO O 01 NI w -- °m DROP W v —__ �l GARAGE CARR E o sr cLc 3 / �' 9'4^ PLATE STORAGE A u 1 VII I rol (APPROX Btl"CLO) 1 9'CLG Q kl I CABINETS r / I, u - UP / Y 16-11 , I '9 MINIMUM EQUIP. ELPti= 2tl10" MVAC _I OPEN 4 O - E I - ABOV p IX1 I 2809 / AVE TI"RISERS / HERE: NEW STAIRS TOW CLOSE $TOR9GE 1 / LES 1 THAN 3/4' INDE NMI NG N NOT CLOSET - 9'CLG / o I - LESS TXAX 3/a"ANO HOT MORE THANIIH". _. - --� _ IS ry m m , 4 rIra '8" WEADROOM. _ � _ i PROVIDE MINIMUM 6 ---- F ` - CONTINUOUS SAMURAIS TO BE NOT LESS t '.'.h} 1 1T8 266" THANU AND NOT 18 19 20' 21 22 3 24 25 28 PROVIDECONTIXUUIIBECTAXGULAR RIGH. HANDRAIL. SURFACES WALLANDiCEHUNG MECHANICAL ESUNDERSARKS CRAWL SPACE TO HAVE trz" GYPSUM SOARD. -. L_ - I STAIRS TO HAVE CLOCKED RISERS FIRST SECOND FLEXOR OPEN RISERS SECOND TO THIRD FLOOR. e I I / _ __ _ ___ __ _ _ ___ C _ ___ _ _ _ _ . . _ _ __ _ _ _ . _ ___ - . J 3WBBOLI_O___ __ _ _ _ _ ___ _ _ ___ _ _____ _ _ ____ _ _ ORE I 4'-0" 3'-0" 0-0' 1 i 10'3" 3'-10 18 ' 1" ee'a taa I 2B•a" .�IyW l kala No: DATE: REVISIONS: t 4 j Z 4 . NFW NOMr � Op TNS 5HAW ' 5 PL00P PLAN 1 Tn4 enMng IN an Instrument of .wNoe and the proof K*An E. MuIllcon. and Shall perly NIM1Im property. The uss of this EnNnX sed be noticed to She erwell elte far NIM R B Pee- OWG'r 04N°'e°wI me.. Publication thence M •ale.lr Battle! m Ai SCALE 1/a" = 1'-0" also i02 Na 5, 2o1 Al � Gr lam: "" -0' PF ,:,. DN.dX� e KFVIN E , MULLICAN b� SIGN� t , INC . C904� 745 - 5574 PROPOSED SQUARE FOOTAGE i,x, AIG LOWER LEVEL 934 MID LEVEL 1595 s: UPPER LEVEL: 1254 R9•<• A/C = 3783 2dm PORCH: 72 GARAGE: 818 1rr 17-1V 16• TOTAL SQUARE FOOTAGE: 4673 3 dM Fir 2'-0^ 10_2'. 1.0• 8's 9•-s 14'8 2-0. MI-S' VI 2 1 PLANTER a A6.0 A00 y 514. 9'4• PLANTER 3016F1%ED Q - GRIEF _ _ _ _ __ __ ___ _ _ _ __ ______ _ _ _ _ GLASS AND IIISpry __ J IL DW L-_J LL xN_ __ OWNER�SUPPLIEO _ _ _ _ _ ___ __ _ _ __ _ _ _ _ __ __, _ FIRY= _ - - _ __ __ -NETALRAWNCYPIT `s f -2a20 04 - ART-GLASS -- r I 1 F SINK ___ _ 2j / 111 I I C8• I _ / b REF ELEVATOR �'`', / - D KITCHEN DINING is Lyyyll IM _ 4<, 9 w --_ - z _ t7 - / a � I I LAUNDRY 19 s'cLc 9' cl.G w I� � - -_— —_—_ � II— -- e•cLc ' lk IN ISLAND 38' 1a. C's 100 LL .q I. PANT CHmO JV-8. A L - - - FIREPLACE ❑ `� _/ 12-0" .0• • 6• 111 THD 5 8• 3•-6• 6. 2• 11'.8" 0'1" 1' 0' 5 6 _ _.. Mir -- H 6" 5• •• I ENTRY FOYER NOTE: NEW STAIRB TO HAVE IX j i UPPER 9PLATE 9GLD _ AND 11-TREADS. NOSING OF NOT O RTI` - - -- I - - -- o w OPEN LESS THAN 314••AND NOT MORE THAN 1114' III < 4 - - POOL POOL _ E q / _____ a � I I TERRACE/ 2r. 16' l— ww ARBOR 2r PROVIDE MINIMUM CB"HEADROOM. I _ r l I 2r4• � B III y � i _ I g I I ; w w CONTINUOUS HANDRAIL TO BE NOT LESS Qom - I OS I I O O THAN III AND NOT GREATER THAN 3V HIGH. Ili-0 I 1 94 R PROVIDE CONTINUOUS RECTANGULAR i 4 / L--_ I HANDRAIL - GLASSAND 2800 4' - METAL FAILING v TEKET - STAIRS TO HAVE CLOSED RISERS - - I - - FIRST TO SECOND FLOOR, OPEN DLN - -- w 1T6Y F SAUNA RISERS SECOND TO THIRD FLOOR. -- -- n 26fi 4. w w 5' x5 a - -- { TTSAUNAUNIT 20 21 22 23 26 2b 26 a _ o n . .I PRE MANUFACTURED - ----. ----. -_-. - _. -_--. m I 14 AC v / LINEN " 1 :o w cg31NET NOCURB LIVING _—_— N - GUEST ATSHOWER 19 IF GILD DEC - m 12'CLc srvowE GUEST (STEP TO 21'4 ) R o NOTE: BEDROOM TO HAVE AT z5 TEMP GLASS BATH - - -- 1 e 1 o ® U - Q - - I LEAST ONE WINDOW WITH A CLEAR S DNCLOSU ELVES _ H01T EGRESS OPENING OF ]SO FT WITH '^ ENCLOSURE MINIMUM DIMENSIONS OF 26 IN HEIGHT L-- AND 20- IN WIDTH. O SHELVES SH L 4 CASE SEAT 0"wAu ARBOR TVH -ARBOR E 25 24 23 22 21 - - 19 1B 172UBTEMP __ _ _ 20 TELt1 _ _ ___ __ _ P _ SUPPLED _ _ __ __ ___ _ _ __ __ _i] _ _ _ _ _ %zb'- _ �'%E _ ___ __ __ _ ___ _ ____ R_ET_AI_NING_W_ALL__ _ __ _ ____ _ _ _ _ _ _ _ _ _ _ I� L ___ _ - I O�SFLrEO -O5�4WUN � I ARTG s6 ,0 0 RETAININGWALL Hir 1 I 2r8• PLINTE 20'A" PWITER 'v4i 0'-0" 0'-0" Afi.1 1RETAININGWALL y FEE EQUI P OLEN VgULT pp UNDER DEC t ANDER DECK 24 ^ _ 0 1T4" 1Y-00' 182' P ''-0. FB IP Ol NO: DATE: REVISIONS: � [ 1 � x1 iw 2 YT NSW HOME For TNF SHAW 5 I PLAN This dREATTI M m MBDu t 0 FNN4A and MR 1M O O pr laparty of KaNn E. Mulllaan. and shall (H 1 11I �� evE InMttptWlt% il uwe1MYIit Ne whol III P II a.tn d p m ue aqua ws ex .nal n M Pr to man u4N ptlNMetlen Naomi M a+aMMIY M1nMW to SCALE. TIT= H'-0" Na I 71I STI Ha Doll E/ P5/201? Sal Drown: cH.4n.¢ r " ' F 93MI1 Ip X�du 1{ ,ll Is�._,1 IL°llLa+a aM. OPEN KF, VIN F, , MULLICAN I�� SIGN� p, INC , C 904> -7-r5 - 557 1 • PROPOSED SQUARE FOOTAGE A/C: LOWER LEVEL 934 MID LEVEL 1595 UPPER LEVEL: 1254 . A/C = 3783 PORCH: 72 . {-" GARAGE: 818 TOTAL SQUARE FOOTAGE: 4673 1p 13'-0. 1T-3" 1T-10' p NOTE: ROOF OVERHANG ABOVE itNOTE. ARCHITECTURAL PROJECTIONS AND ROOF OVERHANGS TO EXTEND AMAXIMUM OF3'INTOSIDE SETHHCKS. - _ 1 p , w TAL $ w § lea _____ _ __ __ _ _�_ __ _ __ __ __ __ __ ___ _ ._ .__ ___ __ — _ .. _ {'� v 1 MASTER BATH —T wew 9' cLc - --- � _MASTER — __ ___ _ _ __ ._ _ ___ __ �z - - DECK i DECK#3 - _— 3Dea suowc I m MASTER HOWER MIRROR PANEL MA$TE1R I= mQ "F I CLOSET a Lc O b I $ �® : BEDROOM #3 ,FROSTED GLASS BEDR M ani_ L f I m _ 9' CLO (STEP TO IIT B'OLG (&'fEP T011') mE 4J 13'E• 10'-tP 5'S 5'-0' 13'-4" � a L, R _ __ ' I' __ _ .. - I F _ _ _ ___ _FRosTED CIAss OCOR _ __ - _ SEAT __ J LINEN 7 I 3480 AND ENCLOSURE ryom� POCKET BATH #3 � ___ ' zeeo J v . 1 w I _HALF WALL I TO II (STEP $ OPEN MILAT IM HOWE TO tAT STAIRS (TYPICAL). I> In SD ' CL 2180 NOTE: HEW STAIRS TO HAVE 7d" RISERS '0 � a N C g ® W POCK AND 11"TREADS. PROVIDE NOSING OF NOT ''o I y q IP I ___ _y LESS THAN 3M"AMD NOT MORE LIHAN 1114 , w v m A 4 3'E' 3'TE n 5'd' 3'-9' w �¢ WIC "7 f PROVIDE MINIMUM 6'a-HEADROOM p in 9� 0 ---- CONTINUOYS HANDRAIL TO SE IN LESS ^ I M BATH #4TTHAN GREATER TtMOI]{{r m AND NOT GREATER THAM 33-HIGH TJ'LLGjS 3 I 4 ttHANDRAILTO 3 __ _ _ HANDRAIL _— _—_ I � x ucz I n GM 3dFIRST SECOND FLOOR, OPEN POCET8-3" RISERS SECOND TOTHIRD FL0- w I _ _ DECK #4 HALF WALL WITH - HALF WALL FROSTED IGLASS ABOVE. IQ BEDROOM #4 LOFT G v 9GIL0 w: D (STEP TO 11') (STEP T0IT) Dw I m 0 1 v I ; 4 6-WALL _ ___ __ _ __ ___ __ __ __ __ _ - - -- - - - -- ow _ ___ __ I _ _ __ i 1 _ - / I 1 A61 0. 18.x. 13'-6' R-10" ID' 4s-0 No: DATE: REM90NS: "a 2 4 NFW NOME F OI? TNF. SHAW ' S FLOOF FLAN mM arawF9 M an Instrument of wNro and me properly of KiI E. Mulllcan. and wholl Inside his Property. The use aiMe Qaxlns shal b 1 ticrlilpaetoneallwnUnnemt4NWaMrMr MNaNx.pa reto upper GV SCALE: 114'=1'�" Job '1'211 A••t Na Seeks D.aen: K MA3 Os.aNd: SINGLE PLY "LIBERTY STSTEW MEMBRANE OPER XF EXTERIOR GRADE PLYWOOD SHEATHING ON PR6 MANUFACTURED ROOF TRUSSES �/ 1✓� \ / G � /� f /� CONTINUOUS ALUMI NUM CAP FLASHING/EAVE DRIP ON \ reviN V , IV ul� Lic," N CONTINUOUS PVC I"x2" NOSING&P T.2" x6' Iy/�G GAJ SAND FINISH STUCCO ON I So FELT01 SoV EXTERIOR ✓ ✓ � � NVr\' N� i ATHING ON TEK BUILDING WRAP PRE-MAGRACE PLYWOOD NUFACTUREDROOE WTRUSSES C 904 745 - 5574 111 CUD OLD L) IF EE JI N a 12'CUE 9' CLG § - >ra� 9'CLGa _ _ 4 tTCLG TOP OF _ --- I I TOP OF 4 ] SII - 78 - � STAINED SIDING ON SHEATHING1MFELTOVER 9M pON A � m R I OOD SHEATHING ON 90"EXTERIOR GRADE PLV W' n ry EXT fY ' TWEK BUILDING WRAP ON2 SEDROOM$11_30' B RDOM530' BE ROOMS,II30' _ _ METAL AND GLASS RAILING v CL m TOP OF TOP OF p: 4 WINDOW ❑ ❑ ❑ �� LOFT 35 WINDOW - -_- .::_ T �- ❑ ❑ BLOW 36 m _. a-7.i % G _ � 1 TRELLIS NOT SHOWN 4 SAND EXTERIOR RACE PL OON too SILEATLTOVER FOR CIARITT - =�— 5lE'EXTERIOR GRADE PLVPNOOSUDS 0 IV C, I m el ^ m 1 TYVE%BUILDING WRAP ON Y x 6"STUDS � 18'O.O (STUCCO TO HAVE HORIZONTAL RECESS _ --- _ CONTINUOUS 2'-0'O.L.VERTICAL) KI HENNINING` - 81TCHENNININGIENTRY2]'I' -- IoNTRT 2]0' KIICHEWDININGIE JTRY 2]'0' - � r c^ METAL AND GLASS RAILING 9'CLG� 6TD GENROP 9' CLG@STORAGEIOROPv 9'4"PLATE § P Qa" PLATE® r _ _ _ GARAGE 4 r - - - I r _, I L m GARAGE � I G EST SURE 2a'6" � � y � __. Gl1Esi 6UITE 2a B' GRADE VARIE6 GRAl EWRIE5 ME A M.U. STACKED BOND m 4 Y {qa . CALCULATE O AVERAGE m GRADE=20'- " § 4 iAL AND GLASS 00086 m fl. GARAGE/BTORAGE I]'9" - GE (STORAGE A'4' GAMGEISTO GE Ra' � T GE/STOMGE ITP GIIRP li pad{ West elevation Z west elevation A4 SCALE 116 = t A` q4 SCALE. 114'= 1'U" Y { . SII ILII n' cL le �JI u n P B,[LG TOP OF Mill STAINED ■ �� V _ m STAINED SHIP GIR WP SIDING ON 1511 FELT SHEATHING ON F] SE' EXTERIOR WRAP ON OODxVS STUDS 6D.C. - TYVEK BUILDING WRAP ON 2" xfi' RTUDS� 16" O.C. L� © BE ROOMS 4 g, CSG q TOP OF WINDOW SAND FINISH STUCCO ON ISN FELT OVER - b IN m m 5/0' EXTERIOR GRACE PLYWODD SHEATHING ON y. TYVEK BUILDING WRAP ON 2 x 6" STUDS He, 16' OZ. ___. Pb. MALE. REMSIONS: 1 KITCHENNININGIENTRY 27E' x 9'QG@ STORAGEMROP n NSW HOMF � .[ CALCULATED AVERAGE GRADE=2a-0" E FOr�9 TNF, SHAW5 3 east elevation I �xr�piop qq SCALE, Ira"=vo• FLr�VATION5 clyt Ala e Dolor ItAr This allowing Is an In•bumnt M e mE The Hurt, a zon ng oepanm+M pro erty f Kevin E. Mulllean, tl M1all mal'eoce WNa apPl1 ude'o^a xor Voeel o In M• prap•rty ThI r o Graan9 htlI l a,^ 01 aoae n ou Moo4 Is MIM tt M pm- olw n c BnL° P n uepublication IMeI M elWreulY BrwIW ba a 1 N P°aafileIl ourq ea as of t aM muamla ~'lot 00 lowed pp1mO ml Pror M W If%'uv M • .k0 Na 211 91M1 N¢Sete e BWO / `I, Drawl: KL'J. lN\r SINGLE PLY'LIBERTY SYSTEM'MEMBRANE a1 OVER WEXTERIOR GflADEPLYWOOD SHEATHING ON KEVIN F� . MULLICAN PRE- MANUFACTURED ROCH TRUSSES. CONTINUOUS ALUMINUM CAP PLASHING I SAVE DRIP ON fi ✓ J `i' N`i \� INC ' CONTINUOUS PVC I"x 2' NOSING II P.T.2" x6'_ SAND FINISH STUCCO JN 15M FELT TXIN ON OVER 6IB EXTERIOR GRADE PLYWOOI BHIJf G TYVEK BUILDING WRAP FRE-MANUFACTURED ROCF TRUSSES. \ • i p LI STAINED SHIP Lan SIDING ON iSB FELT OVER - . _ -- --- - T POF WINDOW IK' RAD PLYWOOD SF EATHING ON - _. _ ___ _ - O I 5R F%TERIORG E TYVEK BUILDING WRAP CN Tx6"STUDS@160.C. �t J II THING ON ___. . __.._ y . I vwooD SHEATHING GRADE PL n 518 EXTERIOR _ _ I 18 OG _. - TYVEK BUILDING WRAP ON 2"x8 STUDS I m O.C.V RECESS, ECESS -- (STUCCO TOHAVE HOR6 A LONTINUW�AL ANDO.G VERTICAL) { - - _ i _ .•i GLASS RMLING - 1 _ _- __ ' BEDROOM53B - BEDROOMS;38' _ _ _ ___ ___ _ ----- --- -- - --- --- _ {--- -- ------- -- --- -- -- ISI i' STAINED WOOD TRELLIS - - METAL AND GLASS RAILING - - TOP OF WINDfi 'q ' LOFT 35 STACKED BOND r W CLG m S RINSHSTUCCO __ VER 68- CMU , fIDR OFRgND©VL.. _ •• •-- - ^ 4 {{{I III—JII I IFFF m v m - m KRCH-- -ING�ENTRV 98 _ xN LIVING 2]8' ^ _ 2T' - Z, v TOP OF GARAGE 9' q L - _ t _ { ?9 .. � L _ � ¢8 y - I GUEST SUITIE NT � Iy I GUE6TSUITE 2a B" _-_ -_ II �Z L .3 ." 1 � I I II CALCULATED AVERAGE GRADE= 26'-0" 1 i z x I GARAGE r%TORAGE 1T4' _ _ J w� . ia. L � _ _ GARAGE IBTOPAGE t_]'a" f; I "7AC .:a Pal- STAINEDSHIP IAP SIDING ON lacy FELT OVER MEN BUILDING WRAP ONERIOR CRUDE L2-z 6"OSTUOS ® 16 0 D SHEATHING C o q m t ct - SANG FINISH STUCCO ON IA FELT OVER ---- -- _ _ -F 5/B" EXTERIOR GRADE PLYWOOD SHEATHING ON j4 TWEK BUILDING WRAP ON 2-x6" STUDS M 160.0. A § (STUCCO TO HAVE HORIZONTAL RECESS - CONTIN000SQ2',T'O.C.VERTICAL) .. ; E ❑ - BEDROOMS 38 SAND FINISHSTUCCO BEO- ---8 — _ __ _ -_ -_ __ - _ - - - - - -- WEfl B"CMU 4 - - o- STAINED WOOD TRELLIS , L __ _ - - ❑ METAL AND GLASS RAILING i - ❑ .. S'CM.U. STACKED BONG � m IN b _ __. - No: DATE: REVISIONS � s 1 LIVING 27'6 KRLHENI61NING/ENTRY271B __ _�' -- -- l - � m TOP OF GRACE 27 7 r— _ _ - - ` Ad I TOP OF WINDOW Ell T f I NSW NOME 214' "vm' Op I I � THF, SHAW ' 5 GARAGE/ STORAGE I]'a' _ _ GARAGE ISTOMGE 9'4" �XrEplOf' E�LF,;VArION5 clry pAll.nuc ee•nn ThIF hanFV to an Instrument of aNea and blue north �f. planning ane mmng v.gammano I p%party oT Kevin E. Mulllean. d aM1 II 2 Lor Vl elevation ion Ing. a:ui¢ionm n0 oaih applicablealand st M DW the al aT Nle baWM FIM al^ g. Su e j via ba onal P to M n Vie e pI ex aM1M n Y p acvnog:nam reg+mnom. om anx �mml.nme b ab FIIMkmtlan VNrwl h apMr ItnlbE to j A5 scALe va^= r.o al Tar no i..nanua ga:mm cN um mNI aian ene Feeew`geoammIa nguPYmanly Jg0 Na J-21 91wt Na: mu;I Intl w Mgnnwo m ma wµv mnunof I A eunelo8vlmma w`ID uwfasnanre •I . D•he 6/25/2012 Seals A ypmvee en DTea is Dalin 6FA1. wll� VIN MULLICA I�� SIGN� p, INC . < 904) 745 - 5574 KAY � I 6 _ _ noGarU,r r 220 11 IG I INC n vy p _ mom ------ --————-- � X2 All aft — GFl Ge R GFI GF -GI L - I� r IELINn t' q / r .uNiLOFxrlxe "r d 1 -'iG.q / 1 DREG _ 9nf£9.DFZ.vrF4EIF[ dD G REc FI SIG / MOR / r z — ,NEG _. . znuvraysmrlme- i Ol 1� I / 1GFw,w, T 0 Ow 15 EExowr nn::ulr �' sr' � nrr/n¢rceceLnc ra` AS GH _ Vill REG /61 1 v / n U6Gn / / eEG n v LD -wwsran wln urr 1 / N— - -tea T z / 1 G.. IFROMWGx= ExiuufeovE : nP1'SM"G 11 / / /i V /�/ _ GIY.LNNf rSM_-I PEs waR OPENER / L ^ % RF uGi� 1 �unsc I // 5 4 r 1 / Gw� R ? MINIMUM E4UIP. EIEV-2010 7-f xf rsx fir\ \\V m FACT II / c Mv SCONCE ' •_ GN / 4G sv✓rcRni svrax zrecrcn E town vGN I I / GGGNc� NP .A / \ \ I GR. Gwrcnn.GGw Sol 4 fljSP eEc SGG«GE I Li L3 LGl - No: DATE: REVISIONS: Y 4 NFW HOMF rop ��c nacAl. PL-AN Thb drawing ban Mn mmt of edNae and the property of Kahn E. Mullhol and shall M rxbletM b MY W%Md Nb b wisch k b Pre- " . MITI NO Pra4ertY. The use of Nb drawing Wall I)L lower level AT SCALE: 114leuM Cos. WlMwtlnn Usaaf b dY INnHN 10 i1o) Na 1-711 Shoot Na DENO 6/ 25/20,12 T / - Seder / e1Al,� � Drawn: ChenkdE ffi a$ eK� VIN F . MUUUICAN INC , < 904) 745 - 5574 KAYCOG e OU IrF F)ITTLO 44 ALL G 0Jl UP AF' Oil FT 1rr5DNP TAN 64V ® P15TPAO PLASTER PL,l .OLE }, el.^.eriuo-f „ _ WP GRILL awn ..• ono w �Nvscw4- _\ cF AREA - FIRE - x*At LAS p�f]�p� z A� OVENS J v ( �ap� / O Y / u _ PIT - - _. IY IAIW q%P& pc /// 1 �n / an e, nec/-- --_��xw/-- `_ - p A _ _ _ fluu nGW R%9a �Y1 v � _ - - - - - - '�\sEc REG --- -_ -__ xec i;j Ix \F\ _— \\ J l REF .I:RiSCMTe UIG / / I \\ I El€ygTOR • c 0 1_ �ua ' :. II OIL2n>auosec.vrHw � . ®'cod m \ .--- 1 1 / w 1 HOOD EDV gyp[ \ - IPH+f/nrG IlNG'.N ULU ELIAGFLOOR \ u. RB / IL LOOP (.L / / _ / 4 \ \4-4 / i� \\\I El 1 / / // . 4) of/Xe CH H �ryI { }- / / ll e / / - - oxoPE f x® / / / \ \\ oowr✓ uP ___�\—J i Irl 1\ , \` ✓ DEC K” In'IcrFnN rnll-_urc \I iIi I \ Ir � I✓ a n 1 \ \ \ I \ r/ / / \ .yEq 1 `y \ f }/�/ / / / \1} i'�szNREATVE ' �iJREB X / \ POOL � � � L— 7' * \ro mrw c@sxcneove / 1\ \ \ � topatl 24'x18' POOL T PM LIGxrs T070x scxrs ' �� \ ATsnwGE-_ J_ / / ' urt �� I V A M' 0 ♦� _ /IG nazvEwxo \ 1 IW TO 1, AT FRONTATE EL 'I_--- - �� ;i-)�' \ N ; `\ \\\ \� 1 �oE LLB - - ,Y.Rxe ..:TA.rrx _Y TO LaaE - F = w iRl OF IN say ^A 5y., \\ r_ _._ \ PosnDE ELEOTR GAL 1NA SEE1 t VAT }} - - � Pwu PnJ 1DO PLEAT GUS11 E7ll - - — Ac �'REG j / % eN w aaioo. \ I N \ TO E ' xEa Ea Rn \1 ® aw / I I w - z j Q CUD ® x u afi } y/ IL O _ - / F a 3 ' cn O sNma / /h £02 / soou EV POOL LN MvswxcE uPaervTvnurT PLANTER PLANTER OUF �n {4[? 1 No: DATE: REVISIONS: 1 µ 3 s Vit.n _ NSW NOME FOP T5HAW ' 5 �L�crPicAl, PLAN 1 This eney � lnq Ie an hMmm�N or edae and Ne rP do Nh Wal The was or Mb as I g said JJ be reehlalM b 1M o ll Mb b MIM It Is prs- m U I evelpared mn a pudSODA NNear N mwr.dy Ilmn.a to _ soon Coal A8JoD Na 121 91M Na SCALE'. 1/4'= 1'-0' mic 6/26T2JI2 rtr'd .x l A5 Sad on I Alf , KEVIN � , MULLICAN �; rr� 51GNF' p, INC , ( 904) X45 - 5574 u KAY 6 _ 220Vaf9=r � WARIDTr I frtx. _ 6FI CM f-„"a',F IN ll Vy _._.._ .... _ ONIFf-99" APF . W, DIX MIS ego � - -- -_- -- -__ _--- --- - ---- -- - ' _____ ><wrer A 4fty�y(' I _. _. Y _.. _ . 4EWNJi FIX(W W. so E� IF] WMOWIE/'IxNE I w Fl Ra xm no RED ' i II I '� I I / / i II I ank Fue�€�urrrmrz Ra DID REC j znce F.u `<9,rrrr� • / I I 11 I`\ ` \\ I I / / 1I I .f V" _ _ / -—_ _ 1 _ _— __— /1 ti / I � VYEiMW fI.kIX c l If — n I P — F If Q i m Ew rosw,ral _ eEc / eo 1 _ snow scox _ $ waren II rE X cewwr �—_t — � � �� I � _ ... . 3WMYMr61 i J9(�5Q¶ p c "V I I _ / Dam \V AV $ IT WAY AMFW � _ N4i11lCH / RE \ {rC� �_ A s aL Lir Do FEEC; If _. 1 NOTE PN ALL RRC FAOLT ;�� / \ / / RECWIDECALBEDROpO /A, / AI I I PROVIt1E CARE OWE / iIEK'M(9Pf i i l I I may' DEC OETEC P C 0 . / { , �� ®� uc DEC i � carbon ment>x/dC. f _. --- -- --- -- - ------- — ___ __ _ . _1__ I_ I / � / o i I n v I I L --- - - - ----- ----- - - -------- -- - ----- - - ----- -- - - --- ----- -- - -' I If M5{v fi p r .a I �[ No: DATE: REMSIDNS: Al I i NF.W HOME FOp THF SHAW ' 5 i - a l Mlrl t . it FLOOP� TNN baeTp Y an Instrument of • and the Ora D N„Is of ya me. Mua a sN.� in slDoll W nNArNtea to Me WWII Mtn M ~ R N Fre ofPKtr and ectal upper level _ raa Mn PeRkemn a..a B aWr.a, Immo m A9 BCNE: Va^=1'-0' �y Job Na II411 Bewt Na 7 BstMID 5/ 15/2012 �p �R I,g �I � A9 ` pn°`^ KE,M CeacNaa COURVE IF, EP 4 x 5 J nRSIGN CRITERIA WOOD 111 4444 MA ' NRY T ASTM C90 �1ARE ✓" THE ERENCEfT OTHER WONOTHE R CODES 0SHALL MEAN CODE. CLIPS, N&TIECONNN$HANGERS, FASTENERSHOLD-DOWNS,OET HERMANUF MANUFACTURERS MAYBE SUBSTITUTED PROVIDE A MINIMUM DENSITY ENSIT REA105 RING CONCRETE MASONRY UNITS CONFORMING O ' pELICATION. THEft STANDARD SPECIFICATIONS ORCODESSHALL MEAN THE LATEST S�OPROVIDED THE VALUES O. THE SUBSTITUTED NESTENIIFACIDROU 11 WOOD SPECIES TYPEI'ALLHAVIE M INIMUMIAS OFBLY CF. ' EXCEEDS THELOAUVALUE50F THE SUBBTITUTEO FASTENf RFOR GROUP 11 WOOD SPECIES EQUALSOR CIDMFONEN'f&CLADDING DESIGN 31 2 __ 13 PUBLICATION. -,- CMU SHALL MINIMUM ASSEMBLY COMPRESSIVE (I'M) 2,000 PSL WIND PRESSURES(PSP) -r---------- EXCEEDSTH65PECIFlED FASTENER, I I FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE LOAD OF ARE PSF. THE OF DAY GROUT COMPRESSIVE STRENGTH SHALL BE CAN PSI MINIMUM. ROOF 2j 1 12 NAILING OF ALL MEMBERS SHALL BE M ACCORDANCE WITH' HE BUILDING CODE. SEB CODE FOR TABLE. I ZONE TOO SF I - P4�. ;} SUPERIMPOSfO LIVE LOADS 20 EST ALL SLEFryF,RS AND SHE BE MADE OF PRESSURE WOOD. NORT4R SHALL BE TYPE"4"OR"M". IO SF SO SF 1 _ -------- ----- Fp Y 'n y $ '• RCO RSHIECANOPIES (REDUCIBLE) . . . . . . . . . . . . . . . . . . JT 2 3 + ' +1 (1,{ ;a,try 'V+( Y FLWRS(REDUCIBLE). . . . . . . . . . . . . . . . . . IO PSF LAP ALL REINFORCING 48 BAR DIAMETERS IN BOND BEAMS AND 72 BAR DIAMETERS IN ALL ZONES 206 1].6 16.1 I F , " " ' AT OPENMG9 6'OR LESS PROVIDE Of STUD UNDER HEADER. AT OPENINGS OV ER 6'PROVIDE 2 STUDS t+ I� 1 WHOLOAUS: TINDER HEADER. STUDS FULL HEIGHT EACH BIDE OF EXTERIOR OPENINGS SHALL EQUAL ONE HALF THE VERTICAL WALL REINFORCING AND MASONRY BEAMS. S 2 __-J 3 T O�I TTi° { I -50.6 47.6 46 3 -L- 1 L `I`I L f I IH .,I ) ULUMATEWRJD SPEED: . . . . . . . . . . . . . . . , . 129 h0'H NUMBER OF STUDS INTERRUPTED BY THE OPENING ROUNDEC UP (IF.. IF 5 STUDS ARE INTERRUPTED BY 0 100 MPH ALL CNIV WALLS SHALL BE LAID IN RUNNING BOND. )'ii`Ij5 NOMINAL WIND SPEED: . . . . . . . . . . . . . THE OPENING PROVIDE 3 FULL HEIGHT STUDS EACH SIDE OF THE OPENING IN ADDITION TO THE STUDS 2 Bq8 .639 -54.8 12 STRUCTURES INC. 1* IF H I a MEAN ROOF HEIGHT . , . . . . . . . . . . . . . . . . . . . . . 33 FT VNDERTHEHEADERE SEABOARD JOINT REINFORCING SHALT.BE PROVIDED AT A VC VERTICAL LY IN SUPPORTED 2 I i l{ ' RISK FACTOR . . . . . . . . . . . . . . . . . " " " ' p AT OPENINGS,PROVIDE I-LSTA1251MPSON STRAP STUDS EACH ENDOFHEADERS. PROVIDE 2 HEADER WAITS IO]I"TREINFORCMG SHAILbEPROVIDED AT B"CC VLRTICAI LYINCANTILEVE0.ED J .p],] -06X 54.8 Ito j 20 1460) Beach Blvd, { IV WIND EXPOSURE . . . . . . . . . . . . . . . . . . . W ALLIIS, JOINT' REINFORCING TYPE SMALL RE SPECIFIED BY ARCHI IECT. (____ *p 7P r NNvv P ENCLOSURECLASSIFICATION . . . . . . . . . . . . . . . . . . . . ENCLOSED BENEAHTOPENIG T HANG SIDE EER. NING (OEKED(BEFIS SIDE)FI(X)RTROVIDE9TRAP5Ft I --------- ---J- SOi[e 21W yY!11 {,4 { \ 4�'.' 0377 ) INTERNAL PRESSURE COEFFICIENT . . . . . . . . . . . . . . =0.18 BENEATAY OPENING TO EACH SIDE OF OPENIM1G (ONE HALF EAOH SIDE). ALSO, PROVIDE LTRO 1°H2° II.tl 69.8 �fiRti 3 2 13 lac PARmiIN FL32250 ., II # 1 _ , UNI FgS\'OTFO OIHLRWISE ON PLAN SHEETS,REINFORCE ALL EXTERIORAND LOADPEARING + 0.85 FOUNDATION HOLDOWN TO STUDS EACH SIDE OF OPEN INGS f AND GREATER. 3o 20 _ _ _ 3oJ (y0t ofA D2 Y J� pIXECTIONALITY FACTOR(Ktl) . . . . . . . . . . . . . . . . . CMII N\ 41 LS W/A p5 FULL HEIGHT VERTICAL PAR CENTERED M W ALL qT 24" OC. 30 -120.0 -60.1 -143 L _ _ _ _ _ _ - - - _ - - i + b (�' I I1 SHAPE FACTORS . . . . . . . . . . . . . . . . . . . . . . PERCODE AUU1400NALLY,PROVIDE AAS VERTICI FC LL HEIGHT AT EACH WALL END AND CORNER. SEE \ FOR:ELCII MAUIh 28ffie p L . IWOF SILLPLggE BOLT AND ANCHOR BOLT WA5HLR88HALLBE)4"#"x2" ATI BEARMGIf1CAT10N4 WITH TYPICALCEIVING PoRFORCIN SHALL BE GRUTEDSOLID. REQUIREMENTS. ALL CMU THIS BUILUMGIB NOT LOCATED RJ THE WINU BORNE DEBRIS REGION. IMPACT UPLIFT. RECEIVING REINFORCING SHALL BF,GROVTEU SOLID. WAILS OVERHANGS FOR: a ew Lowe J R961STANT GLAZING IS NOT REQUIRED CELLS ROOF PLAN (GENERIC BUILDING SHOWN) (cANOP1Es,ETq FL PE 5902] I r{ 1 YINF ROOF SHEATHING SHALL BE Fe" MINNIUM APA RATED SHEATHING,EXPOSURE I WITH 3VA SPAN RATING. ZONE IOSF TOO SF SOO SF 1 MAXIM PROVIDED ON324OC. JOINARCHITECTURAL DRAWINGS, PROVIDE VERTICAL CONTROL JOINTS AT A CONCRETE W' LLSWATHMGSHALLBERa" MINIMUM ARE RATED SHEATHING, EXPOSURE I WITH ZANE SPAN MAXIMUM OF l2'-0"OC. JOINTS SHOULD NOT BE PLACED WITHIN I4'-0" FROM ALLZONES 4til 195 14] I � RATING. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY FOR FLEXIBLE WALL FINISHES. BUILDI FG CORNERS AND NOT CLOSER THAN I'-4" TO OPENING EDGES AND MAJOR BEAM OR JOIST III ., BEARING LOCATIONS. CONTRACTOR SHALL SUBMIT JOINT LAYOUT TO ARCHITECT FOR 4 -50.1 41.3 -}9.6 �} k `+ ALL CONCRETE PROPORTIONIN4 MIXING,TRANSPORTATION,PLACING,AND CURING SHALT. SHEATHING MUST BE ORIENTED HORIZONTALLY FOR BRITTLE WALL FINISHES(STUCCO)UNLESS APPROVAL, IF JOINT LOCATIONS ARE SHOWN ON ARCH ITECTUR U. DRAWINGS. f1IS 1 - IL) �% CONFORM TO ACT 301. SO RUCTUIRAL I RATED SHEATHING OR VAP 5HIFI-LAYER PLYWOOD OR NES' OSB IS USED. 5 61] 111 -386BONY SP IT ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED TO MEET THE NON SHEAR WALL WOOD WALL SHEATHING SHALL BE UNBLOCKED. FASTEN SHEATHING T09TI)ISO WBd OTHF STRUCH H LINTELS,MA8HALLONRY BENEATHRINERREL UPTFDACROSM AND BEARINGS,OWRO),JOIN IIF If 1 RffQU1REMENTS OF ACI JIfl ANCHOR PROlECTB DESIGN BUILDING CODE,. N;6" OC qT PANEL EDGES AND AT R" OC AT MTF,RMEUTATE SUPPORTS.FOR NAILING REQUIREMENTS Al OTHFF STRIICIURAL FLEhIENTS SHALL EXTEND IININT LRRUMFD ACROSS CONTRO1,JOIN 15. PARAPET Il SHEAR WALLS,SEE SHEAR WALL SCHEDULE FILL VIC CRI LS BELOW FINISHED GRADE. ZONE / / USE OF CALCIUM CHLORIDE CIILORiDE IONS,OR OTHER SALTS IS CONCRETE I4 PROHIBITED. 108P 1003E SW 84 / / \ f III 1 ON / 4P ' ROOF An FLOOR DECIDING SHALL BE NAILED WITH Sd RINGSHANK NAILS AT AT EXTERIOR ERIOR WALLS) I6" D-g1LOCK OR R(MU BEAM SHALL CONSIST OF TW08 KNACK-OUTBLOCKS. }p(i) 11632 ]9.32 ]4Sl 4 # 1 + �t CONCRETE SHALL CONFORM TO ME FOWDWING: NAILSAI -ft,WDECK. SPACE NAILS AT 6' AT SUPPORTED EDGES OF DECK(4" AT ESTE0.10R WALL9I ANUTBROI { i# 14� g}�r,�k >.p PE(d 28 DAYS TYPE AIX'iRE0AT6 LOCATION W/CMTIOIMAX) 12"SPACING AT INTERMEDIATE SUPPORTS. SEE ZED 1, BARS SPECIFIED TO BE EACH FACE SHALL BE HELD IN PLACE WITH SPACERS AND SHALL BE }p(-) 514} Sq gl -SRIfi 1 al 0 4qp NORMAL WEIGHT SLAB ON-GRADE 050 LUCAftED23/X" FROM EACH FACE TO TUE CENTER OF THE BAR. [ 3,A%P NORMAL WEIGHT FOOTINGS 0.55 PROVIDE A MMPNM OF 3 STUDS UNDER BEAMS OR GIRDER TRUSSES CARRYING FLUOR OR ROOF LOADS. OR FIT EFUO ]912 . ]4.53 5 Iplf ' FOU NORMAL WEIGHT COLUMNS 055 MABTENRY WORK SHALL BE INSPECT ED PE ACCORDANCE WITH ACI 530-W QUALITY ASSURANCE 5 � 5 xf �Y1 1 ROOF JgST SHALL BE LATERALLY SUPPORTED ATTER ENDS BY SOLID BLOCKING OR DIAGONAL STRUTS, y2 x 1 �O + I MEAMcoN'fENTM ALL CONCRETE EXPOSED TO WEATHER SHALL BE BEIWEENTS&6%, SUCHBRODOMGMAY BEOMITTEDWHEREBTDOFIOIS'IISNVI.EDTO AHEADER BANDJOISTORTO AN LEVEL SPO -93 06 -02.52 -SB.l6 ADIOINITIGSTUD. ALSO PROVIDE SOLID BLOCKING OR DIAGONAL STRUTS AT 9.0 MAXIMUMSPACING WHEN CMU IS LAID IN STOCK BOND, FILL ALL CMII CELLS SOLO FULL HEIGHT. NOTES'. fl" y CONCRETE PROTECTION FOR REMFORCEMENT SHALL BE AS NOTED BELOW,OR PER LATEST I � IA t � r ' gCI IIB FOR CONDIT10N50NITER THAN THOSE LISTED. ALL DOUBLE HEADERS SHALL BE NAILED TOGETHER WITH IIiT TIMES STAGGERED AT TV ON CENTERS 2" 7)TABLE PRESSURES ARE FOR THE SQUARE FOOT 1 FROMT(APANDBOTTOM. HEADERS SHALL BE 2-2x12, UNA $T L TRIBUIBIITfARYAREA SHOWN. FOROTHER + !1 ` TRIBUTAR1j AREAS, LINEARLY INI'ERPoLATE IF F � } 11 BEAMS An EARTH ..... . . .....3" ALL�RUCTURAL S I CEL SHALL CONFORM TO THE FOLLOWING: BETWEEN VALUES SHOWN ABOVE. L 111'/f' ALL HEADERS AND BEAMS SHALL BE FASTENED TOGETHER I ER DETAIL SAI HEADERSSHALLBb2-2x12 ) WRESSURES ACI TOWARD THE BEAMS AND COWMNS... ..... ... 2PoSITIVE If JI ! I 1 , SLABS ON GRADE ...... -.-LE`FROM TOP M2x4 WALLS UNG. ASTM A572,GRADE 50 TYPICAL BUILDING. NEGATIVE PRESSURES ACT AWAY WALLS (GENERIC BUILDING SHOWN) 8 FORMED CONCRETE EXPOSED TO EARTH OR WEATHER..........2" ALL]STABLE OF COLUMNS AND STUDS SHALL BE FASTENED TOGETHER PER DETAIL GREAT POSTAII R11'.PLA 50,WHERE ENOTED CFR MING ROMTHEIEULDING. +� 111111 IIS CNATIOR ALL E%POSED CORNER A' MINIMUM. ASTM.458$ GRAUE SO, WHERE NOTED 3)SEE DIAGQ1gMS FORZONE LOCATIONS. FOR SPLpCE51N TOP PLATES, SEE DETAIL 5/53}. ARCH A501 OR A53 FOR PIPE 4) ALL PRESSURES SHOWN IN ARE ULTENATE PRESSURES. ^,' 999 p11 ' ALL HOOKS CALLED FOR IN STRUCTURAL DRAWINGS SHALL BEACT STANDARD HOOKS, ONO f.STM ASW,LUCBFOR T11BfS w : 11 II' I j HOLES AND NOTCHES MUST BE"PROVED BY THE ENGINEER IF APPROVED THE NOTCHES ON TUE ENDS ALL CONNECTION SOL IS SHALL CONFORM TO ASTM A325. 66" I REINFORCING STEEL SHALL CONFORM TO ASUM A61R GRADE 60 UN0, OF 101ST$SHALL NOT EXCEED ONE-FOURTH THE DEPTH. HOT ES BORED FOR PIPE OR CABLE SHALL NOT v :�. ' BE WUMN THE TOP OR BOTTOM THIRD OF THE JOIST DEPTH AND THE DIAMETER OF SUCH HOLE SHALL q 1 ,13 IIB ALCWELDEOWIREMESHSHALLCONPORMTOARMA185. LAP TWO SQUARES AT SPLICES NOT INFECTED ONE-THIRD' JOIST DEPTH NOTCHES FOR PIPES IN THE TOP OR BOTTOM OF JOISTS SHALL WELFFOG 015TRD8TIRN STEEL SHALL BE PERAW5D1.Ll LATEST EDITION. p 44 NOT EXCEED ON&SIXTH THE JUSTDEPTH AND SHALLNOT BE LOCATED IN THE MIDDLE ONE-IHIRD OF l N Y ; 1 tyj gf UDNOT WELD REINFORCING STEEL UNLESS APPROVED IN WRITING BY THL STRUCTURAL THE 9PgN. WHEIREFILLEI'WELD SIZE ISN'T CALLED-OUT ON WELD SYMBOL, FILLET SIZE SHALL BEEF' n 'L' nom' /"�� A � ,{[1 I I I m a UK Ir 1 !�1LII + ENGINEER. SMA60.LRTHAN THE I'HICKNESB OF THE THINNER OF THE ELEMENTS TO BE WELDED. I MIND P � 1YSSU� 1 '. DIA`J�L'11y1J R�R�R W Q K 1 STREBSbRADE SOUTHERN PINE NO, 2 OR ENGINEER APPROVED EQUAL. ALL DESIGN VALUES ARE TURAL STEL SHALL BE SHOP PRIMED PER SHE PAINT SYSTEM NO. 700. PRIMERSHALLBE 50.1 z Of ❑ 1111 TIE ALL REINFORCING STEEL AND EMBEDS SECURELY IN PLACEPRIOR TO PLACING CONCRETE. UNDER NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE. SYPMAYBESUBSTIIUTEDFORSPF. ST'RUR� SCALE: NTS Q ED �f1 �}, } + THE CONTRACTOR SHALL PROVIDE SUPPORTS TO MAIM THF,REQUIRED REINFORCING SSFC YAMT WITHA MINIMUM DRY FILM THICKNESS()I MILS. OMIT PAINT AT SURFACES TO BE W O + 4 1 ! I4 }� lj,� i I. PpSIT10N. "WEI'STICKING" UOWELS INTO CONCRETE IS NOT PRRMITTED. PRESSURETREATLUMBER M ACCORDANCE WITH THE MANUAL OF RECOMMENDED PRACTICE OF THL FIREIRRWFEU. IbUC11 UP BOLT HEADS,NUTS, FIELD WELDS, ANOABRASION9IN SHOP PRIMER F I AMERICAN WOOD PRESERVERS ASSOCIATION PASTA). WITM SAME PAINT. \/J S ql r 1� � iY f THE CONTRACTOR SHALL COMPARE ME STRUCTURAL PLANS AND DETAILS WITH ME - h I +ARCHITECTURAL PLANS AND DETAILS AND ANY DISCREPANCIES TO THE ARCHITECT .ALL X;FEEL EXPOSED TO WEATHER SHALL GALVANIZLD. w U = 111 ALL FAR,TENBRS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE MADE OF TYPE S U JP 4L f r+ { PRIOR TO THE COMMENCEMENT OF SHOP DRAWINGS. 3W OR "RE STAINLESS STEEL UNLESS THE LUMBER IS TREATED WITH CCA-C OR SBX(DOU, BUT NII I' w' a S SBX (IX>T)WITH SODIUM SILICATE M•&O+). IF AWRY UISCREPANCI11 BETWEEN 9PFCIFICATION9.NOTES, AND DRAWINGS ARE NOTED, 1 r m W� (PMRACIOR SHALL TEST ALL CONCRETE IN ACCORDANCE W+ACT AND PROVIDE COPIES OF MOR RINGEN I' QUIR MFNT GOVERNS LL _ TESTRESULTSTOEOR. UNITS&OTHERWISE NOTED,USE THE FOLLOWING MMRNM GRADE OF LUMBER FOR FRAMING. OJ U 1 FRAM G MMBAUMGRADE THE CONTRACT OR TALC COMPARE THE SHERI RAL PLANS AND DETAILS WITH THE 1 ARCMITECTURALPLNKS AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT - WOOD BEAM IN h1�II' + il FOUNDATION$IJISILL F ATIONWAMBOR NO. RR10+R TO THE COMMQCEMEVT OF SHOP DRAWINGS. ' r � ) °S.'(.AB @N GRADS PER PIAN ` A GEOTECHNICAL ENGINEER REGISTERED IN THE SLATE OF PROJECT SHALL INSPECT AND ` T/HIBEN EL At F �4 ASSURE THEAOEQUACY OF ALL 9UBORADES, FILLS, AND RACKETEER BEFOREPLACEMENTN JOTMA RAFTERS k HEADERS NO, 2SYR SNIPSONC818 PER PLAN t ] II 1 I POUNDA9ION8, FOOTINGS, SLABS, ETC WRTTTENACCEPTANC60FTHEW0R 114SPBC'IPSO A6D ( VERIFICATION OF ASSUMED SOIL BEARING PRESSURE SHALL BE SUBMITTED TO'UTARCHITECf PLAT&$CAPS@ BUCKS NO.29YPNNIA _ TND STRUCTURAL ENGINEER. 2x WALL �'"" 1 S I t+ STUDS SEE SCHEDULE CONSTRUCTION 4'.0" MAX 8'�0"MIN 4x4 WOOD POST' O y ERE FOOTING STEPS ARE REQUIRED,THE STEPS SHALL BE NO STEEPER THAN ONE VERTICAL TO SEE ARCH f 111 (WOHORIZONTAL, IINOON PLAN.THE CONTRACTOR RE9PoNSIBLE FORLOCATNGTHE POSTR&COLUMNS NO. 25YP PROVIDE MILER TO f H_ 1 FLOOR TO FLOOR SfRAP, PROVIDE FOR T Y1f� I IF I� ,�I � { FEQUIRED FOOTING STEEP LOCATIONS, SEE FASTEN ER SCHEDULE WATTACHMENI } CONNECT OVER FRAMING(SUCH AS VALLEY TRESSES)TO MAIN ROOF FRAMING BELOW WITH SIMPSONSIMPBON BUT N. 11. x ) :. SUPPLEMENTARY ND'IBS VRI WITH Od NAILS INTO TRUSS AND S-IOdx TE"NAILS INTOOVBRFl(AMMOOR IY"x16 ge TWISTSTRAP { tl) ' BAR" MR%W/4-TMNALLSEACHENDOFSTRAP. SPH 32" OC HE CLIP FLUORSHIEATHING � THE CONTRACTOR I9 SOLELY RESPONSIBLE FORTH8OE9IGN ADEQUACY,AND SAFETY OF IfYP) ® EA 2x PER PLAIN T/LOBEN EL ERECTION,IMAGING, TEMPORARY SUPPORTS, ETC. THESTRUCTURALELEMFNTS ARE SIRT1CSbRALGWED WMMATEDTIMBER DESIGN PER CURRENT NATIONAL DESIGN SPECIFICATIONS Y_NWOREL PER PLAN 1p JI FOR WQbE CONSTRUCTION'TJ➢S" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION,STANDARD N PFRPLAN NOT CONSIDERED STABLE III THE STRUCTURE IS COhBLETf. SPECINCATION FOR STRUCTURAL GLUED LAMINATED FATHER OF SOFTWOOD, AND ACE 119 BY THE ` EDGE MALEIC ill pEVIEW OF THE SUBMITTAL INFORMATION SHALL BEFOR GFNERALREQUIREME US OF TIE +\WEMCANMSTITUTEOFTMBER CONSTRUCTION (AITCA ARIL MEMBERS MUST BE MANUFACUIRED IN SITIOUNERAL NOTES jr {, 1 PROJECT, AND SHALL NOT INCLUDE CHECKING OF DETAILED DIMENSIONS OR DETAI LED ACCOR4ANCF, SIT HE CURRENT EDITION OF TITRES. DEPARTMENT OF COMMERCE VOLUNTARY 1 PRODUTCT STANDARD P5.5t "STRUCTURAL GLUED LAMINA IIID TIAMER". WOOD BEAM J11 } r QUAN HUES,NOR REVIEW OF THE CONTRACTOR'S SAFETY MEASURES ON OF OFF THE WORKSITE CONT 2x PER PLAN L^�M kA + I,f OR THE MEANS AND METNODB OF DOING ANY WORK. MICRON EASE PARALLAM AND TIMBERSTRAND BEAMS SHALL BE BY "MUSS JOIST' OR EQUAL. + NII I t 2 ry L 14yyyy1^YI � I ) THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND ARCHITECTURAL ANO 2x FRAMING PROVIVTOEA2x F� Jily STRUCTURAL PLAN DIMENSIONS AND ELEVATIONS PRIOR TO THE COMMENCBMENTOF POST BASE AND CAPS FOR 4x4 AND 6x6 POST SHALL BE SIMP!iON CB SERIES AT BASE ADD CC SERIES AT j F,A SLUE OF TRU85 NAILS INTO EA 2x H2.SA CLIP FLOOR T@'4155 4 yPl tt+ CONSTRUCTION AND NOTHY THE STRUCTURAL ENGINEER OF ANY CONFLICTS ARHCI E NR L Com' ROSS PER PLA NOTSHOWNFLWRFRAMMG YY +} ! DIMENSIONS AND ELEVATIONS WILL CONTROL. gX1ALl( HEADER INTERIOR POSTS SUPPORTING BEAMS OR HEADERS SHALL BE CONTINUOUSLY 2x BLOCKING NOt SHOWN FO�CLARIT Y. d � 1! 1 j BUPPORTEDTOTHEGROIJND. PROVIDE POSTS OR BLOCKING WITHIN FLOOR TRUSS SYSTEM AS (I YPJ CEILING III ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND WOOD BEAM PER ARCFy j{ ( ;I Y RHETORIC EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING REQIRP(ED. CSP Pj` N PER PLAN (TYY) E� T T IhI 'I I( 1p �M.I � Ij � l0 WITH STRUCT DEAL WORK AFFECTED. JOIST I¢ANGER6 SHALL BE BLNP90N SERIES LOS, 2 ✓1�� LIOi ` 3 yJ� 1L']IL Jr tll A 1111, t g EMBEDMENT FOR EXPANSION BOLTS SHALL BE 4$" MINIMUM FOR$"000LTBM CONCRETE OR ryANGBJIRS FOR GLEAM BEAMS HONG FROM OTHER BEAMS SHALL bf HU212-2 MAX. 50.1 SCALER NIS 80.1 SCALE NIS I ZO �I f 1 )� 1 .I II, t P,3 GROUTEDMASONRY. EXPANSION POLIS SHALL BEHILUILBEKBOLT3 OREQUAL. sF T� 1S M1 EPO%V GROUT SHALL BE HYT50 CARTRIDGE SYSTEM BY HICTL (HILTI RE500, IF HOLE IS CORED CO'WOINTIONAL FASTENMG An STRAPPING HAVE BEEN SHOWN ON THESE DRAWINGS TO RESIST WIND q p O @ N )y 'Ni WADING, AN ALTERNATE SYSTEM USING FULL HEIGHTBOLTED RODS,CABLES, ETC.MAYBE O L4 V � � � � II � S' � U pp" `a ! I . FF t If I ' IP� MSTEAO OF DRILLED) ORAPPROVED EQUAL,UNO. EMBEDMENT SHALL BE 12 BAR DIAMETER SUBMITTED AS AN ALTERNATE. SUBMIT DETAILED SHOP DRAW INGS AND CALCULATIONS SIGNED AND CON COMPOS DESIGNED CONT RI ( k ` 11 I • MINIMUM,UNT INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS PRINTED SEALE@BYAREGISTERED ENGINEER FOR APPROVAL PRIOR TO FABRICATION, THE SUBMITTALSHALL & 9LPID, BYHAMBRO WIN."e2K"T4PCON III 4 III; I IPI IILLIT; � I y INBTRUCTION4. SCREWS@16"Oc JUL 252012 q 1 If 10 ADORRSS THE PoLLOWMG: STAGGERED M ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR - THE!TOP PLATE MUST BE CONSIDERED AS TWO SEPARATE MEMBERS FOR FCOMEAMBRO TIOIDOW OCMOR U WALL, �� U � I 1 CONNECTIO ITCME WALL B aan x THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF I'HE PROTECT. ISNAILE TOGETHRING ER REIFT ACTASORCES O EMEMBHE ER(FE. DTH CALCULATION A' FESPIAN ATHING }yI S WOODEDTCGETHERTOACTABE USDTOTRNSFRTHEUCUWTIORCEQUIRED). � BY OI'FIERS� THESPIAN la j � EI GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITI'ALTO - WO(DUWALL SHEATHMGMAV BE USEDTOTRANSFERTFIEUPLIFT FORCES PROVIDED 111 i/FLCOREL ARCNITECTENGINEE0.. SUBMITTALS WHICH CONTAIN THE CONTRACTOR AOLVITIONAL NAILING IS PROVIDED AT THE MR PLATE (SEE SSD 10 97 BY SBCCI BESPEAK M �' I� IDRAWMG STAMP ORHAVE BEEN MERELY "RUBBER STAMPED"SHALL BERETURNED WITHOUT FOR TABLES). NA65PACMG AT BHEA0.WALL9 WILL TO BE y " • - �I j �y Peami*sei } Y 1 RENEW'. CHEESECAKES, SINCENAILING AEDGE NAILINGMAY ASED. TBE USED TO'IRANSFER 3-0 1) GOSSU FORCES, SINCE SHEATHING BE INCREASED. THE PROJECTS SIRUCTUNAL DRAWINGS AND ELECTRONIC FILES ARE THE PROPERTY OF LOWE - GYPSUM BOARD WALL SHEATHING(E%CERT AT GYPeOARD SFIEARWALLS)MAY BE 1 USED TO TRANSFER UPLIFT FORCES PROVIDED SPECIAL NAILING IS PROVIDED. GENERAL NOTES STRUCTURES, INC. THECONTRACTO0.AND SUBCONTRACTOR SHALL COMPENSATEED' _ BHEARWALL BILL ANCHOR BOLT SPACING MUST BE PER THE SHEARWALL SCHEDULE. STRUCTURES, INC FOR THE USE OF THE PROJECTS CAD FILES FOR ANY PURPOSEINCLUDING • R " & DESIGN f 1 1 SHOP DRAWING TNG PREPARATION. HOWEVER, EACH BOLT FORME ALTERNATE SYSTEM MAYREPT.ACE ONE SCHEDULED i DNI 16TIONDBEAM IF p11OHIHl }x CRITERIA ANCHOR BOLT. FLUOR " � Z W W+ h#S TOP&ROTI TRUSS SHOVIDED L SCHEDULE UNLESSND OR TOFLUOR STORCOM R END POSTS MEET BE M1Z` 'THE CONTRACTOR SHALL NOT SCALE DRAGOMEN. DIMENSIONS SHOWN ON ARCIITECfURAL PROVIDED AS SCHEDULED UM,ESSASBCCI REPORT OR OTHER TESUNGIS PROVIDED CONT ix6 O �' E ".�x�S4 Oxl39mlt III I ij AND STRUCTURAL PLANS AND DETAILS WILL CONTROL SHOWING THAT LATERAL SHEARWALL DEFLECTION IS WITH IN ACCEPT ABLE LIMITS. Af W,jEE71P'TAPCON CEILING " + ILII - CAFTLE SYSTEMS MUST BE PRE-TENSIONED ED RESIST UPI I FP LOADING. WALL FINISH SCREWS(g lb" OC PERARCH _ _ CTO.1045 ry PERCOMPACTOR (IZ)YS VERT SO "( *_ I( 1 Y,A TENSIONING PROCEDURE FOR APPROVAL STAGGERED 2" PER W/AS TIBSQB"OC - i�I � 111 Y TRIESSIES AND CONVENTIONAL FRAMING WILL BE FASTENED WITH CONVENTIONAL m.Y) " $TI��G OF f� p li 1 1 A{ 1 I FASTENERS AS SHOWN ON THESE DRAWINGS, UNLESS AN ALTERNATE PROCEDURE WALLREINF F ' F 11 IS SUBMITTED FOR APPROVAL PER GEN NOTES ORI�P'GN<'\O Of II SO 1 Y - ROOS CR CABLES SHALL BE TIED OFF AT EACH FLOOR. IF'NOLENDPOSTS SECTION. T SVIBORNALI WFkN% 1 11+ 1 1 IJ SPECIFIED AT THE GROUND FLOOR SHALL BE USED FELL HEIGHT 5 TYP II�_I II DETAIL //M1I1111p11P11\T\ R �I I �1) I III 51 KALE: HER 50.1 SUPER NTS 7/24/2012 IF I SII ICr� ) FF 1� if 1 ;r LOWE ( f � 1 '. I� 2,�„ IPE fff I i : I� rvl Ifl, " AI >s'a" sT603 Beach Blvd. Ilt �1 146033ite21 Blvd. Jacksonville, FL 32250 Suite 2100 i II II8261 � BOFL Be1)oMeLLhew Lowe W25 _ _ _ _ _ _ _ W35 — - - - - FLPE: 59027 - - - - - - - - - - - - - - � f - - - _� I fip' I — 6/83.1 '^ I.... — — ) 1 K � � 6521 I � I ut I I I 1 - - - !� 1 I of rs� I I I MMWAU __ I T � { ) I I I11 . ' I I sPAMENPPER&8Y1 1 = ED L —J 51881 LGCTO6TP3 FTOA6 REQ'D CTYP FA BNP.OF DENG) I am WE WALL OPENLVG W/ DETAIL AS25 FOULORADEBTOA 11 MINIMUM BNUAL NOT®P111I681 I � � 1 II1 .. I va®FL VARPs _ �1 I � jce coL GARAGE ry 11 III 1� 111 I I OROIITALL LPLLB I I ^ `� (PJ j 214 STUDS @16 !)C f { { I $COPE I T$ J LJ TMS WALLONLY. IVS21 L, '—L-- fyI PERARCH D 60ED PULLMHGHT P II it — ®BTACR atlNO wnLLs , rill" It xr &1000E IL @� I—fAI RI/1f - I WNASLAITIMP) 1 - �� ' I I i N62' I i a �' $ 4/321 II ! 4 A 1 U I < CONCREPE 9LAB ON GNAOO Jyy ry 4 1 d _ I W/WWP66-W14x W1.d0NVAPOR I _ 992d 4x4WOODCOL 1 II �: I OARRHRAND CORIPACTPDFhL. 1 �S a' FIS I II I T/sLABELIW-0•('fYP) I - I M CM CH L- - - - - - - - - - - w25 - - - - i i I °' -- - _ I W ---- I o 1 — _ � IyglMllt11 1 - I I- — el > o - SIJ1 1 UNDERILAM$ a j 6LAR10NTS I I Q LL I Jill kI � . I r � � POP,LET) PERIS2.IQ'YP) I - I _ U2 /��// Q U _ I LJ_ m m �Y 14 FI FI I i l�l �I TO U RI "191 �`! lu I - vB21 I I 42141 W2.5 - - - - - - I- -- - - - - - - Wzs _ _ _ — � _ _ _ - - � - - - - - - — — - - - - _ I - - - - - - -i I Q 5 J,r, I IIt t1 I'q;I — a . , Mrd i; — - - - - - - - - - - - - - - - - - - - - - - ,- - - — - - - - - - N - - - - - ♦♦/�1 - - - - - - - - - - - - - - — r r - - - - - - - - - - - - - - - , - - - - - - - U) L - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - RETAINBiG WALL - I ; T 6• �BY OTHEII$ q - UTAWN'F�WAIL = - I I I t$' 2691 74• I'. • 21'-5• 19'-I^ if E g[1 p 18 FOUNDATION PLAN III j PLAN - 4I rrrrP�NMS jCONTRMRTOCOORDAUDIW&LAYOUIW/ARCHPLAN.ARCNDRA FOOTING SCHEDULE I WILLCONTROL. ! �! 2)ALLM VATION6AREBABEDONAOATUMT/6W &WATIONOFIW'L'. BOTTOMRHINP REMARKS OORD I II 1 CACNA EM AEI W/CIVIL TYPE LENGTH WIDTH DPPTIIII IANOWAY SHORTWAY { { 3)SMD2ARM.IWHEREPIP8PRN8TRAT PERPffi OPBMLDNOSM 1ti1 , MP.CH,PLUMRINO,AND ARCH MR PPE SIM ABD LOCATION$, W20 CONT 211 I'-0 395 CP6^ 6)FORDMIONCWTEMAANDGBNERALNOTa SMSHEET$0.1. ,I 5)SSEE 52,5FOR STUD W@L SCHEDULE PLANE. W2-5 CONT 32 60 1'-0 3-45 1mC�36" 3 66 7W'& 'I DEBROTP ORTINGFR , 4� f 2) "YW"ffi"WM' DENOTE9 FORTING FOR,BB95CBPD111.0TM88NP,R1'. P3 ]'-0 3-0 1'-0 i-rt5 455 - { Penmrta[i FT5 1I Jfi' T-0' 4-015 4e:5 - 3l � I FOUNDATION PLAN 11 I �F P yb1 i�� 1 Ea 4 _ 5u1..�m}by DATE (721 SWW STATE OF J 0 P• F z, A/��2�"� 0 E , NAL I . ,HH1H,1.,, S 1 . 1 I � { 7/24/2012 J tiYY 141 IW14� I� 1. I' tykl4x t I r IEP� � �� N �J I A➢�MSFEItN pT(TYP) pERDETAH.9'CWWALL L B/BEAM gLBIIPPLRR SW2 � DPLYWOO 6W2 8"CM1NWAL1IFTEA HT. ___ ____ ____-- '.' _ q _ ___ -eaP-Eli use o16 R -�- ua-� wm�eusmmYT�e®s^Oc LOWN sw2 __ L �___3_ J _�_ STRUCTURES INC. { t r -t lir r 146D3 Beach Blvd. E - P 1 1 ]922 _ Suite 2100 U68Fd 54"OC 1�saB 11 - - - o Jacksonville,9 0332250 s (904)992 Oi'!] 1 IIII 6 � 1� �� I ry I I SeE PLANNoiB 15 ypxle LVL - - FL Cert ofAuth 28261 �23 S 1 IIS I H_ I 1 1 I OTx BFwnfeL ¢95M9 ��Ti 1/$E2 EOR FL MMatthew Lowe tltltltltl SEE NOTC Ab l ` 1 m - 1 I I ATTACH BEAM TO COL LV PERT SSS LIEA 1 ] WSIMPSON CCQR5052 , O I` BIM lif ( ��1 ` }R&PNGMEEIIED I6" F OORTR1�99BS(u` 4"0 _ = SHIMASRFQDFORNSTALLA910N. ¢W 1 3/4"PC it II71 !I �I ( FLOORSHBATHWG H ATTACH BEAMS bx6WOODCOL.ATTACH {{ p HTTP) N _ _ W/SIMPSON TOBEAMBEVJW 1 . 1 "CVCAST-De-PLACE I CONCINALLFULLHEIGHT xl8'" �L FA0550.9D91 _ _ WIBIMPBON PC66. _�1 RPERDETAIL EEYFMTOCMI) 1 LA�P 'C1 SW3 _ _ PERTRUNJ _ _ _ _ y 1BERMVAEL=IIO'SY) SEE PLAN NOTE 16 I I 1 t I 1 J III WISIMPSON1N41BW/;IBEXEC "'TITFN i SEENC/ITEIS GBUIER muss DELETE, 15E4 1 SEE PLAN IS —bxfi WOODCOL. WALL W/5 i N ATTACH BBAM'ttI CM1N PACE ATTACHBEAM'FO PACE OF CONC _ _ IMP60NflGOMSAF448D8 h �J SCImwSBvro CMO & 1 �f 1 w/ MEME TIFFENEDANCHORSmTO 1 1' IIAMBRq Ds RSY bYtlI1HiR9 xAB, IrvNBEAFI I I _ _ _ BP�LO) IFI 00 PW6 — _ JAI CONE WALL&(24)✓1"x]M"SCS SCREW$ ' 1 (TTT® BkTERRAIOAREA) P' ., BY OPIIERS INTOBBAM 44 k � 7-- - - - - - - - — ATTACHBEAMTOFACEOFCONC TO i� 4 ^ � ' 4 ,I aT?'IT I Z/32.4 I —I gam" DN'fAIL 150H 1 SBe NOTE Is �. .I}— _ _ _ _ _ _ _ _ W1 ewALL�xDA 418508 PI� 1 g _ 4 1 WALL&OHMOANCHORS RE (ems ' SCS SCREWS .� FOR CONNDETAIL I ,' WTO BEAM 1/322 I )+ "Id 1 _ _. i� TotDea�L ABEnMTTACH W '. � 1 II � 1 ��1 CATTACH OLACE BELOW BEAM 6 SW BE OW W/6Va80N B UM Y! ORANTO WISLf -----PCH _ _ _ _ _ _ _ _ BONDIKAM &HWINSEEPDXYA2}16ENAILS I. 2 ph! ` I vl ATTACH 9CMgT0 ` 1 INTO ME, TF 1 'CM1N PADS IIM23 1 M �. �I H wl5uesoN xualB 1 w y ,I III , W W Q H . q 5523 9152.9 4 11� If I1e32.3 y 1 " ' ___ _ _ _ _ _ _ _ __ _ - It W I, ] t fiNji if, ;H L _____ ______ _ ____ ______ ___ -- m w ED 4, . � INI "a l� ; VPLYWOODEL axaSTENEE b"OC 8"GMGWALL Poo _ r 1 7 a –tor-es^MATcxEO AREA ONLY) @Tx1s.WAu FuuxT REwF o — 1 x•Iy�,° WIXSEFEACELL N N II{ Y 1 Bk BTAIXB W,p2M ONRY Z 11, P PERARCH T@8®8 W Ito I iII Q 5 I 1St ! WE HAS24FORTYP CONC$LAB STAIRS RETAINING WALL '^ + SAF-�NJ! q' PERARCA PERARCH $Exeome(tvr) VJ d��Hl 11 '!k a v �b IIf 2ND FLOOR FRAMING PLAN III' t 1 � I� I 01s scAl,e 114--EV y I'' PLAN I;jJ # PLANNOTES: jl I {. L 1)COCARDALLPLWRBLEVATIONSW/ARCH 2)ALLFLOORSHEATHNGSBALLRE3/4"PLYWOOD. SMEGONNOTESPORMIN M. y ATTACHMENT TO STRUCTURE EY ,4)x 3)SEE 7`314 FOR BUILT-IIP BEAM DETAIL @692.4 FOR HALT.UP WL BBIAH. I I I 4)SEE S2.5 POE 8TUOSMD=, 1 5)SHES25FORNAHPIOSCHEOULE ASEEvES14FORTOPPLATESPLICEDETAWB 7)SEE 6525 FOR CLAIMING®WALL OPENNGS, ISf AT MUSS LAYOUT IS DNURAMMAT'ICONLY MUSS MAPPL19R IS RPSPONSIBLEFOR 111 n'BIF PEAL LAYOUT. pp 9)COORD TRIBES BRE ELEVATIONS WI ARCH DEAD& �1 10)^•"DENSITIES PRCENGNEERED PE OTTRESSES®21p(C 11)SEE WEISMRTYP GIRDER TRUSS HOLDOWN DETMLB. 12) ® &"SWM DENOTES BHEARWALL LOCATION.SEE S25 FOR TYP 31 1t p SHEARWALL SCHEDILE. !I 1I81�4 ! 13)SEE 8524 FOR TIP FLOOR&SCOP DEIX ATTACNMIENT DETAIL. 14) FJL1L� DENOTEST/PLYWOODEL=109'61". J i ry 1 15)BEAR BPAMPULLYONBUTUT UPSTUDEATTACHWBSO&SON(Y)(ISI8 IP 1PP STRAPS®END OP SFNd. 3 9 II I6)B& BEAMFULLYONBEAMMA MBELOW.AR,A W/SW WN(2) S18 STRAPSS ENDOFBEAM. I PERMTSET ) I I I y 2NDFLOOR If1 tlPNOOMIO110 I FRAMING PLAN f f, o'%., 5I9t3 4f DATE PROJECTS 12045$ r u .. ,, N iF( a�lOP G2 IJ 1 • Lr If 4 � ? t � (^ y t )t ! 7)24/2012 r o C IRIf; 1 I,g hi lit Iit R - S ASS r' TA I., Alt I ) , LOWE4 d STRUCTURES INC. I 14603 Beech Blvd suite 900 ]a:kwnville, FL 32250 s g v2LYWOODEL (904) 992-0321 IaP-wl^(mvP) PL Cert of AMID: 826] AIR. SWI 9W1 _ — 6W1 ]/523 SEP PLANINOTE I4. EOR: 1. Matthew Lowe SEE DEAN NOTE 14. I I I FL PF59027 3 z - e «, I I I - I I I I � I I _ _ ® I I p I I .ENGPVLPMf{16 PLO�R iRUaI 9P9� BE _ CONth10 ATTACIUNOEl Oq� W/14116dINAas Al k0 - f I0192 E e I I I I I I I IE 53.E E I —� 1 k� +I CONT]s10 PEEDETAI YMA I I I I I 1 I I gg jy k , H MR EYE STL BEAM I I I I I I I _ 2 _y Ale. } f ATTACHTOPA3a 1 1ry AS All TO WOOD ME CONN I Cl PLAN IA'OT014. I 1 0yq. )) I ISO WOOD PASU O I 1 11 R� "� `. I:. �1 I �.. SEE PLANNOIE II. ATTACTITOBEAM BWYI — _ W Eil5 I I II I� W/SIIf350LYLBY�OTI�RS _ ^C P'CASUFN PEACE 1 1 ff , . o Y { n 4 V k1 1 { + 1 1- _ �. DONE WALL SITEB I �yN]1$ . 111 d )'I. 6FP DE1'Ad'LSE4I aT iJIM —I I I W IMPSONBCC4 COL MR DETAIL 560 1. ` ANSI 6BO995 fit r I ice ArrncxBEnMTorceoe M L Y 411' 4 • 1 BYTAOTNERSuto (la-MI TTEN9)CRBPC WALL IF SINDsmOONEIR Y BEIAW CONC&QR}IN Ni INTO BEAM, uiII 7 ] I 1 I OPENTO Eal i � WMJ AA NWNA¢9INIO BEAM _ ____ •.• + � _ �___ 't �1'/LO EAAMMFELL-19-01 1� I eeMl COHI41]52,2� Cl Cl IYp yf aoR woon POsr I F i � - } ]xla. � j CAN WAL�LSMPERRIVIS21.11, u J 0 1 I^ _ _ _ _ —� PRE OMPPPEQ I6^FITIC TRI$' SESee COC Z a 11 M SEE PLAN NOTE 14. I/52R ,y yM ) N 1 " 1 w O 41 lit _ I `` NSE.] w � Q SEEDETARIv52z /�/ W I I I I I I I I I I I I I FORWOODrosTIRS L.1� m ED O 10 ATTACH O&12R BEAMCONN U AlWI(3H�NAWB N H �s Ig f 1 - �I 9523 SWI Y G4 I -- IG SPEPLANNOTE14 I4. It Vq). _ m 314'PLYW )DJ � aR STUDS Q TCW , FL RSBEATMNG - ®THsal � +•' �/� 111/Y • OLG 3RD FLOOR FRAMM PLAN Sl.p 9CALE' 1/4'_I'.0• } 4 PLAN NOTES: PLAN 4 ' 1 F)CWRD ALL FLOOR ELEVATIONS WARCH 2)SEE WK 4 FOR EYE FLOOR& ROOF DECK An AGIMENTDETAIL 'tR 3)ALLFLOORSHFAT GSHALLBE314"PLYW% D SEEGENNOTFEPORMIS 1 I � ATTACHMENT TO STRUCTURE. ! 4)SEE 9524 FOR RSTU SCHEDULE, DETAIL &N524 FOR BUILT UP WLOHfA1L. M SEE S2.5 FOR 5TIN GSCHE 6)SEE 5,KA FOR TOP PL INSPL CE. N SEE LO 5 FOR TOP PLATE SPLICE OPENING 1 M SEE 6925 FOR FRAMING A WALL OPENINGS. 9)TRUSS WYOUT IS DIAGRAMMATIC ONE Y. TRUSS SUPPLIER IS RESPONSIBLE FOR £ FINARCED TRUSS k 10 FORCED tRUS58RG ELEVATIONS W/ARCH TRUSSES ". � � J I . o 12)SE 711 OPRCEGIRDER TRUSSOOLLOWS DETAILS OC. 11) f 13)9PE T/63.S FORTY DENO ER TRU58 HOLW OCATIO . E 11 t U)® &CHEDULBNOTE89HPARWALC LOCATION.SEE 525 FOR TYP 14) ATACH SCOST2x . W/(8)TACHTICOSC W/SNTOCMUWALL& TO CMU WALL W/91MPSON HU210 W/(H)M"x2M"TITEN SCNEWeINTO CMU WALL@[4y 1RJz1%"NAICB IM1T0A. s rl 1�3 n II I� PIRWHSET I� 3 3RDFLOOR oa�uuu urlggr FRAMING PLAN a a I II i§I OF OF Idttt" N4<ORIIp� �I° I 16 " R S193 _ �f I, �I �I Ili �+ G � 'P�r�ONAnI(N�` a 7/24/2072 Iia �✓I ,,. Ib Iki � . . _. _ - f if1 pl 1 f}P I �I Ii I it i LOWE � STRUCTURES IN C. 4 I 3 10.603e2Blvd. Suite , FL 4 � lac (904) 99 FL 32250 (904)fAuth 772 I I r PROVWEI-2v 9TID5 BDGBOP ROOF FL CM OUAuth: 28261 FULLHT TINIER �I EOR. L Matthew Lowe { i TR066 GIRDERQET FLPE: 59027 FIX rI r — SE9® p v — o {I 3, PRE.[N WE ROOF I 'I PR&EN WEE ROOF ri d� i„1 Ik \\ T -1 Dc_L__ _a__ L- __✓-_ }__ L rnu sesr ^CC 11 I � T--- --T--1 I 1 1 1 T---r— T t-- —T---I-- r1 Vfr� i I I III In I I II — El � � 1 IN I I I I 1 � � 1 I I I I I I I I TAI I II I _i_� — TIIrI I CA T— tII 99 .9 I I I I __ 9923 LYLBYOIHERS rt t Rt: IIT' PII I in I I 11 N I I I I I I I 1 1 ATTACx aen4M TONCOL III I I If �I I if I SII I I 1 1 SEE PLw Nm011 - - W/9N1FSON IBCCA6S032.5 I '^III DJFCDNG AI(E-MEI TATTOCO WALLWISNP60NMBH 60/11.25 - - - _ _ _ &GO-1 "OATRWttOIROO 0 { 0 — NEl - p1A [k08) IMNASSWIOBE}yM. V i� f f I�Ar �I VIII I PI ENGIEERPO IOOFITRUSSEI@2n In SB6PLAN NOTE I2 C'1 II _ _ I I _ � _ _ III I I RE W R I 6 QC I a w p W COfQ ■ W 9 (per � L.y I III I I I I I I I I I I I I I I IR I O �� '11 IIF 4923 Z ll Inv x }Ywl OR I F 1 II 1 \ \ — i GO IQ „ � r _ 11 1111 I N I jAn _ _ 9EB PLANNOTEI2 ACH BEAM1ITOFACH®E CMU IN 1 In 'r II Iii k 483.3 Oil A � z ` - -r+r1 I N I I I I 1 1 I III Ell Lj PRCEN WB BOOP ___ _ _ _ _JJ rnu sESQ "oc ' °ffn TRUSS BEARW'OEL BEPARCH r,. 16dd I 5/S"PLYW000 R 9HBATHWG 3 PERARCH(TYP) - # I I I4�,pl I t' ROOF FRAMING PLAN B I , su SCALE: v4^=rU" ecnry I6,p1. I � p 1) RDRCOFELEVATIONSANUSLOPEW/ARCH I) 2)ALq,RCOFSHPAT10NOSHALLBE5I8^PLYWOOD. SEEOENNCTESFORMIN 6 J, ATEACHMB WSTRUCN . � . II Sry I�4 0rYI 3)S8 7M.4FORBUILT-UPBEMIDETA L& /S2.4PORBUMT-UPCOLDETSET I �I 4)Sel FOR SND SCHEOUL , y 5)SpTE6&S PORNAB,W09CHPOIILC f 1 7)MUSS LLAAYPOOUR fTIS DPILAAGIRNASMPLAIACTEOCONLY..T R0999UPLlERIE FINALAYOUT 8)OODAD RE6PONSB3LEFOR REVISION _ TRU66 BRO ELHVATION9 WIARCHDW09. 9)5¢]E'/IS35 FORTYP GIXDER iRUSSHOLCOWN DBTABS. 10)SAS 85Lq PoR TYP ROOF OBCK ATTACHMf M OETALL. ItI�If I ' 11)AI ACHBBAMIDFACEOPCMUWALLW/SB, NHUC410 [ VVIOS Kx91T11'ENSCROYSISTOCIffi }IINNAIL6WTEDIE . I 11 ! [ It hF3111� � 12)ATTACH CONT B&OATO6x6WOODCOLBELOW WISINTSOF CCQll'iel .5. ^ II�IdIl lil �p PE,um sEl ft i ROOF FRAMING ouuwulyllu�LOW FLAN ”( W PROOl 12045 14 f . A` II �Ylikd I (1f h 7 r . I d ' AllSTATE OF j! IF ^ ...... S 14 0 s rrnuuHHu ,¢F; �15 ! 411 7/24/201x Y �� E; i it �� hS �.. It F !IF II If } (h1 EI 9 )' NnIJ1 ADD CORNER BAR 2-4, k f TO MATCH CONT II(� f4E I ' IS COMPRESSIBLE MATERIAL FOOTING RbMP rv�R`q yy>61, III 1 SAW CUT Jomr- �,}- FILL JOINTPQR ARCH ARO DPIPE OR PROVIDEPIPE 1 "TOP I h r P -Ff C )11 �I Ij p LMD AC' STDHOOK PER ARCH. _ NO PIPE TO BE PLACED r GROUTALLCEL 9 WITHIN FOOTING �I O Y." T/FI[^ EL TtrTG EL n- ISO[ ID FILL OW GRADE WAVE PBR -PER PLAN $E6 PLAN LOW 11 ql + FIN GRADE T5LA6 EU, HL " IWo�J ^A '"< _ SEE PEA n .. ° AT EXISTING PIPES WRAPfff PER r , xV p a W/2" STYROFOAM OR SLICE I A STRUCTURES INC. � § . Ir a x — P — ` — FIVE PIPE I� �II n 14603 Beach Blvd. AS 111 2 _ _ AROUNHPH'E(SEAL SLIT W/ z Su1R 2100 DUCC TAPE F aU n n a CMUREINP IeclGowllg FL 32250 ip+ 2 A py ' e PER GENERAL NOTES (904)992-0399 M I A -I - NOTE. FL CIA of Auto 28261 gq; PR9MOLDED If CONCREFE FILL IS TO BE PLACED FOR PIPES RUNNING PARAI NFL TO T/FTGEL3. _ JOINT MATERIAL BEFORE FOOMING IS FIGURED AND STRIPFTGS FIGDEPIH&PIIIPE FOR: LM : 59027affhewr gW¢ f F CdNTRACTION JOINT TOBETHE SAME WIDTH AS FTG, LCCATIONSHALLBECOOMINATED a POUR FALL WIIYIIT Of PIPE TRENCH SO THAT TH F PIPE IS NOT WITHIN FLP@591yj9 EXPANSION JOINT FCONTFOOTINGFTG LOAD DISTRIBUTION INIFLUENCE J A LINE AS ILLUSTRATED. N e: TRACHONIOINTS SHALL SECUTINTO SLABWITHIN yCLR J 12 HOURS OF CONCRETE PLACEMENT. IFM.REINF 2)6LAE]OINT98HALLBB SPACEDAT I2'-0" MA% BA DIRECCION. TRANSVERSE PIPE DETAIL TYP PIPE PARALLBLiO HALL PER SCHED SEE$CNED T, 4? 1� SLAB JOINT DETAILS FFI PIPE PENETRATION DETAIL tI REINF CONT FTG CORNERS DETAIL 52.1 SCALE: NTS 52.1 SCALE: NTS 52.1 SCALE:NTS 52.1 SCALE:NTS If 4 A - R E ° 'I # 11 z Tyr 1 JIII111 P I ATF,trk -SEANT CA 1 WAIL FACE PER ARCH P 1 CL WAIT.& FUG PROVIDE I BE 1 OPENING 1 (a;OPEMNG3 GASKET FULL I I y (�F CMU W ALL `a.0 f I � WALL REINF, gDD,g4 DOWEL(g 1V OC 3P AT AND CE55 WALL HE6G1 J U 1 SEE GEN PRAIF NO FfS WHEREH23'A20 � • • � � « O OO O Z 1 Il� y � I1 � 1 � . CLWRDFINGRADE PRPLAN WO 01)STAIR STRINGER, « M ELEVATION W1 CIVIL TBLAB EL SEE ARChI qDD qS FF TYPWALL p56A 5BNEOF W ED QOPENINGS REINF Q D SEE PLAN i 54 CONTROL]OINT Z - y I" MMJF WALLSIIEATHING INT WOOD 9'fUD - ED NOIE'. ADD pS HORZUNDERALL �9 D 0 fsa \Y� Fx\TAT y PER 1)COURT)RECD CMU CONTROL y w 6 BEARING WALL TM—DOW OPFNINGS. E%fEND Q U- i4 1 1 ' 1 L33 ap-3" LG REINF Ib" BEYONp OPEMNG TYP JOINTS W/ ARCH. M Z LAPWALL RQMF All ACH TO STRINGER R'/ ( ) 2)STOP CMUJOINT RINE FA SIDE I11 4f S pMR GENERALN El Z SPH�p6" OC 2-F 0THROUGH BOLTS OFIOMTQYP). Q C) It I 1 _q DOWEL SIZE& SPACING W/2 .r _ eNANCHOR BOLI REINFfa' WgLL OPENING PLAN DETAII. 1 ''y 42'a-WASHER : GJ 4 j gryALL MAICII VERT W I1 � 1 I � '�' � \ry ALL REINFORCING. T/FTGEL. �. W/SFAIRMOO� zrp ryyp NOTES t0O I,I11"I AT 34 ON WWF W RE NF(¢1 CONTROL JOINT PLAN DETAIL SEE PLAN PER T$LAB EL ER PLAN IJMAX MFT-SO WITH LOW LIFT GROUT 0 — jl4J k _ . \ 2) IF MGM LIFT GROUTING IS USED, � N I IF 1 _ REINFORCING$HALL BE FILL HEIGHT& A 1 { I ) fl ILI ` -- CLEANOUT HOLE IS RE T)A CELLS < Y gJFW 1 w77 � WW1; ,/vn /. /.r 4 W/RHBAR.GROUT SMALL BRPLACED IN At Q �_ LB-rsmeaevEING PER Hio'rs. T S '{ 1 I SIZE&REINF • 2p5 CONI n 3) LISP REINFORCWGPER GQN�}tAL NOTES. /mr . � )� �� III y:I PER 6CHEO � W1 iii d(�6"OC [ _ 4)TJOINT WO WIRRESOF WI]ORGLIOERAND LEAST VJ 1 ^ 1 ( ,) I � I'-6' - 9. 5 345 CONT W/ SHALL BE PLACED AT IS OC VERTICALLY. f )y yINN9' p3QJ6" TRANBV 1[ 17 ^ ' SEE DET NIL WSLRI I POR TY?CMU NE DETAILS. NOTA:LQNGTf[ VERT BARS AT THE MR OF WALL. 1 1) 5)PROVING A STANDARD HOOK AT EACH 11, 4 . I 2)BeSHALL STEP F� MGS AS]DIED ACHIEVE EQUALS WIDTH y 6) YRNDBEA ATMETOP OP FtACH CONTINUOUS Y 1 +� MOTINGS EP LOC TIONS HALL BE DETERMINED OF STAIR PLUS 18' NSOCONTM011B BOTT.ONO INDETA6S. LW e FOOTING 9TFR LOCATIONS SHALL BEDETERMINCD BY GC. SECTION 6 TYP 'ITS" SECTION. STAIR FTG SECTION TYP CMbj REINF DETAILS $2 I 52.1 SCALE:NTS 52.1 SCALE:NTS S21 SCALE:NTS SCALE NTS ifiIf I , dI 1I, IIS. CI-WALL&FTG - s^ C' ly BEE DETAIL A FOR 4' %" $TL PL HANGER DETAILS CMU OR CONE WALL j PERPLAN �; Ildr771 �� I WOOD BEAM �FNN( 7 � t 1PERPLAN VI y WALLREMF. Mf✓ 1' � l (� iN SEEGENERALNOIES CMUWALLN` K" SEE PL REVISION 111Be { 4 LAP WALL RPrNP kIj d j PER GENERAL NOT58. BUILT-UP COL WOOD COLUMN _ 0 _ lI it I II 6 NOVEL SIZE&SPACING PER PLAN PER PLAN „Ij11 I� SHALL MATCH VERT - FP� WALL REMFORCMG- i 1 WAVE PER PLAN SIMPSON ITC4 SIMPSON CB BASE J IJ ETS O WNOEPDXY ANCHOR ITYP) PROVIDE m"fO WOOD - ® N : . ' �� n� L M MKII-AMEAB L PB e � WWE PER PLAN DBEAM ry P[4xrt SET PPM PLAN R PLAN! PER PLAN PROVIDE (HpO SEE PL p j A VPA - TIS N (EYE) TYP TYP — — — EPDXY 1 SECTIONS & Itl a. ”^ Af - z ° ANCHOR TOP BOUT DETAILS 'flN � y.. R. $.. an h " .1 J45 HDNP DETAIL A-A aaapwmuunrr r«« � . IJ V I W/p4(a)J6^' OCTAANsv a• z-0 S^ '•( ': ^T$" PER AtI gPE BCHEDULEFOR � ) NOTE_ SEE DETAIL if FOR EYE V IIGSILP&RHINE I x •• IF CMUREINFDETAILS. J; � �I ' TYP "TS2" SECTION SECTION SECTION % s1oR of ?�; DETAIL "' "J o�[efx �mis dl :eJ yyl )n" '�if^, sai , sz.l SCALE HER rrnrnnUBla` N+ Sil SCALE'. NT6 SCALE.NTS 83J SCALP VTS k �DNAL E 1 Iy C �I 7n4)2012 It: - . I e if t �1 2xWALL NOTECONSTRUCTION - il'd —FLOOR ISSIM ABOVE FLOOR STRAP M�Y PI OWN CL NOT PER FASTENER SCH2DGLE ' w ! 9HOWNFOR CLARITY. gPH@32" OC 1 2x WALL z 6 CONSTRUCTION. 2, WALL CONTPT2x F 13 Y LUOR ON,SEE SCR STRAP,HEDULE. NO WALL@SIM CONSTRUCTION FLOOR SMAN ZING CONGO PM GRADE E BOLT @32'CC 44 1 SEE FASTEMFSTRAP@ SIM NF9STRAP @9IM PER PLAN ELEVATION Wr CIVIL TT F ` SPH@32" OC SPHQ32"DC FNFR IL1 UPi �. T O�L CONT PIT 2, PL $EEGFNFR ALNO'T " - T/RMUBL L J [DOGE NAMING, FLOOR IRUSS PERARCH SEE GENERAL NOTES FLOOR SHEATHING ECCE NAILING, FLOOR SHGTHMG PER PLAN STRUCTURES INC. { SLE GENERAL NOt£5 CONT FIC BOND BOW I, CONT RIM 101ST T/FLOOR BL T/ FLCOREL T/FLOOR EL W/ IDIS TOP@BOTF E y PIAORSTIRAP 14603 Beach Blvd. PER SUPPLIER PER y FLOOR TO FLOOR STRAP --F PERPLAN PER FASTQNER3CHFAIWB PER PLAN Su1R 2100 � M € ; SEB FASTENER 9CHEOUIp,R R5 VERT@I6'OF Jacksonville, 990332250 61MEM)NH3@EVERY SIMFSONA34@24" � FL Cert of Auto 28261 LOCH (9W)992-03"19 IIIII OTHERTRUSS Ti CMU EL T/FLOOR EL 20RFL Matthew Lowe PER PLAN r214 DCMU W.ALLEL T, CMUEL PER PLAN PL PE: 59029 1 5pFLOOR PEJR PLAN = z FLOOR TRUSS TRUSS TO BF AR CEILING t I � TRUSS CONT PFL H2.5CLIP@EVFRY PER ARCH R f I W/N„OANCHOR PER PLAN(TOP) 4U LEY ON{VALE OTHER'fRUS6 - I � HOR BOLT@24"0C 'OC CRL2x y " C06T 16" BOND BEAM SYH@32" W/ 1115 TOP& ROTI �� 'I c (Twl9 roePLATE azCONT 16” BONG BEAM FLOOR WALLPIMSIIUPERal OND BEAM WALTUINEPH Wl1-45 TOPIBOFT 21W41 WALL SHEATHING WA RARCH CONNECTION TRUSS PEId CAN"TRACI'OR PERARCH& BOTS PER CONTRACTOR CONSTRUCT by EI'VP) 4. gy TRUSS BUYPLIER JF,y x (THIN E WALL HEINF WALL REEJFTES PER GEN NOTES PER GEN NOTES SECTION SECTION SECTION SECTION KALE PITS Su SCALE'. HER S22 SCALE:FITS 922 SCALE NOR WALL IT / 1F CONSTRUCTION FLOOR STRAP i PER FARENNERSCHPAULE SPH@32"OC 11 COWBE2x �I �t�" w/M"0ANCI TOORDFNGRAOE BOLT@az"OC L PA.PATIGN W/CML FLOOR STRAP PER SEE 32" OC ' lE III T/CMU H' �� FOOENAILINQ FASTENER SCHEDULE i I V PERARCH 1125 CLIP M rty SEE GENERAL NOTES b I IEVERYCTHER STEM PER WALL SHEATHING CONT �J ED N 1" `I }i CGNT2x8 Ni IY FAST PUTS SCHEDULE L N µi 1T h' ,@ I' : COM 16" BONGBEAhI WI)i TAPCON G N I II . W/ YW5TOP&BOTT P P INFILL BETWEEN 95W LOCATIONS $CREWS @ 16'CC CONT 2x 1111 I � I STAGGERED 2x WALL CONSTRUCTION FLOG µ 3 12tl NAILS TRUSSES PER M WALL SEMATHING PER ARCH RSHPER PLAN ( } TRUSS SUPPLIER PER PLAN IND HEii i II pgVERT@16 OC PERARCH -FITTRUSS TPLOORBE Zd' 1 �I • / �1 ��C', PLOORSHEATHING T/PIAORFA_ _ W PER PIAN , Q t SPH 3^" OC PERPLAN J T/FLOOR EL FIT M RSTRAP SPIT Q_ LL > T/CMU PA. YER PLAN ///J� I hi PER PASTCN6R$ICHEpU[,E " I�I�if ry"; it L-N FLOOR SHEATHING FLOOR TRUSS Q Q PER PLAN PER PLAN UTYP) m LLLLLL4111 H �V y 6 E T/FLOORIT m � � PERPLAN " mQ Ot .� r AIG" ° IIl 90 CON116' BONDBFAM PAGMNAILING TRUSB TOBPAR CEILING O � W/ I-ES TOP &BOTT� W/N."x7R"TAPCON LOONG PER GEN'L.@AI,NOTES PERERLARECM Y CONSTRUCTION FULLY O�WALL H25CLIP @EVERY PERARCH NZ 1 'I' Fi�A 1 CEILI XX nP Q (rYPIOTHER TRU55 a I �I WALLFINISH 'W00DBEAM DBL^x "OC DBL2x J NECONTRACTOR FORT PER PLAN 'toP YLA TE 3x WALL (TYP) TOP PLATE Q SCREWS@16"OC PER ARCH WALLSHFATHING WALL 2`WALL __ WALL HFATHINO IryI ' IF STAGGERED CEILING FLOOR FIIAMNG UPS CONSTRUCTOl UiFN / /1 I ,I )� P PER ARCH PER PLAN U) J1t� WALLRENF PERGENNOTES SECTION fil"I SECTION SECTION 6 SECTION szs SCALEPER $22 scnL6: NTS szz SCALE. Nrs sz.2 scnLE: NTs e4�4 I, I kI , TII f4 I WOOD 6x6 POST SIMPSON INCUS if d� f SHIM AS RENT) A 1� 1 )� NSTALCATION \\ T r I T/HIBEAM EL 7 1 FLOOR STRAP PERP AN f ' , PER FASTENER SCHEDULE 6'-0" MIN y1r j TRUSS SUPPLIER TO 1 � { 11 PROVI BE NAILER FOR GENERAL NQ GEODE SHEATHMG SEE GENERAL NOTES 2xATTACIIMENi. 4p. � I TL I 111: EE OR LISTENER OOR STRAP,SCHEDUE PERPLAN FLOOR SHEATHING A " REVISION 14� { I SEEFA$TPINER SCHFAULE 2x pRAMNO PER PIAN IY , FLOOR ERPLAMUSS PERPLAN I 1 I ' ADGENAILING, PER PLAN T/YIAOR EL WOOD 6x6 POST WOODBEAM FLOORSHEATHING pppp q G SEB PENBHAL NOTES PEELERS la TIFLOOREL SHIM AS 0.dQD FOR T/P LA ELSIMPSON PREPLAN � PER PLAN PER PLAN N6TALLITION { CONT 2x' PERPLAN T/LO BEAM PA. � tA/ ��J H9Z CLIP 5 DOWITSET � 4 SWEATINESS PROVIDE(12}IOJ NAIL9 • PER PLAN ! TOP&HOW INTO EA 2, TRUSS TO BEAR H2.5 @ EA PENCE TRUSS SECTIONS & YY H]Z CLIP FULLYONWALL TRUSSLEVE) PEPPERS PLAN uywuugy� DETAILS 1f� h PER EARCH ATEATRUS9 C©LINO E S b NOTE'. RAILING $PH@32" OC IDCBiPPWTE PER ARCH CEILING F�WRTRUS9 4 WOOD BEAM �oaPTf OAah I p PHIL 2x TOP PLATE �F '4 TE ASSISI q pf p �IgI sex@3a" oc BYOUTERSNOT TTYP) (TYP) PPRARaI ( ) IS (� SHOWN FOR CLARITY. WWD6x6POST I PREPLAN ¢ L 1 [mX. YON M1. WALL SHEATHNG 2x WALL WALL SHEATHING CONNECTION ( 2x WALL UYE) CONSTRUCTION (TYP) IMF TRUSS SUPPLIER CONSTRUCTION UTYP) [TYIN "" ,p STATE OF '25 ( QRIO:'��c° t a 1 I T2 •qr NAL E,9a . SECTION SECTION SECTION DETAIL' ;a ,, ,,,,, SCIffNTS 42.'x' SCALE'. NOR S22 6UL�M5 B22 SCALE UPS 7)24/2012 Ail III klE� Afill �1 .Ir I I 11 pFkl;l.! IFI [ t IF WI AA+ 9 K VPi; I , + tAfdld spa I ' 11 T� � 11' d Tia f RWP AN ROOF SHEATHING PER T RP / PERPLAN LOWE i3 ' yyp�p''{{1 I. I It �i 3 M1M1ry' S FLOOR SHBA"CHING e I IIY PERPLAN FLOOR SHEATHING �1° M EWBNAl1ANP. #TRUSS DGE NAILING 3 p y : PER CONTU,BLOCKING STRUCTURES INC. SEE GENERAL NOTES E OFFER AL NOTES i FLOOR MUSS BETAWEEN TRUSSES USE �} PER FLOOR �� 14603 Beech Blvd. y"YT e 3TIOO PERPLABEYONDFLOOR I LEGAL FLW$ invite 2If. ' j VFLOORRE EPEV�RPLLANURS ]aclm'OBville, PL 32250 ER SCHEDUVECR STRIP PERPLAN T/FLOOR EL y (9W 992-0379 PER FASTENER SCHEOUhE _ T/FL OOR EL PERPLAN PERPLAN WAILL 9HLATHING EL Cert el AYfh: 20261 QVP) EOR: I. Matthew Lowe FASTENERsRAPEON A94 Q$" (9C GIRDER TRESS FASTEN EDULF, PL PE: 59027 eER PLAN TRUSS TO BEAR PERE ASET CEILINGIMPSON IO CEIIJNE SBE ARCHi(. %ILLY ON WAil DBLL pbRARCH PLYWOOD TOP PLATS W TRUSS PER ARCH SPH C32" OC ITYPJ.6f SPH @32" ( SMPEON II° C:EV(TVP) TL BEAM OTHLRTT 2x TOP PL 2x WALL U, 4 . ' W/Q}K'O THRy/i_BOLT PREPLAN ).X^01'HRU-BOLT CANSTRUCTION M` "" YxWALL WALL SHEATHING @ 24" OC S'FL B �'�D n (3i]A, OC (TYP) CONSTRUC'HEAS (TVIN PER PIAN MILE) 1 etiT9 - 1 SECTION 2 SECTION 3 SECTION m SECTION - 4 1 S2l SO.3 SCALE: NTS ' 1'. 925 SCALE'. NTS SCALE:N'AF ( I RI82l SCALE:DIE 1 f 1 4 ` I +?T k I F tI w t �, I 4 PROVIDE 2x BLOCKING �� BETWEEN MOSSES&CONTINUE SHEATHING TO TOP CHORD OF TRUSS CM, IJ E@ SHEARWALL LOCATIONS ONLY) j I II �{ 11� BOOP SHWITt(Mz IN G BOETNEENTR2x6IU95EH M y I ROOF 2x WALL PERPLAN PERONSTRUCTION SPH a9T'CC S SCRWS TAPCON W W Q II SCREWS ED LOUOC Q z M I}I �'a T RWPEL STAGGERED Z 4L" P. ` PERFLOOR FLOORSHEATHING W ,x.11 FIT WALI.PINISO� SHEATHING W rIo ANCHOR PERPLAN Q U- Y' I 1 . I4 ROOF SHEATHING PLR ARCFd BOLT(A 24 OC VFLOOREL F4 ROOF TRUSS V FLOOR FL 2 It, 1 Y PER PERPLAN PERPLAN � .�. PER PLAN W (J g Q ,} FII' �1I l T/RWPEL 'ice -1 1W W Alm; v, i,yf y u; PER xi°'\ FLOOR MUSS F� mGl b 1/ J 4Y 1 _ PERPLAN Ip (J 1 F p. FASTENER 4 1It DOE 21 PER SCHEDULE CONT 16 BOND BEAMI N Z �I tl TOPPLATE WALLSHEATHING W/ 1 #5 TOP&SO[1 a { 1 CEILING FLOOR - WNT 2x6 CEILING Q II I1� SPH(g32"W ('tY2) PER ARCH 1WU86 Si. W/M:x FATIGUE PFAARCH Q i yLI p r FASTENER WALL RFJN6 (2}bS TOPA ROTI SCREWS @PC OC a PERSCHEDULE W/#3 TIES 0 IT CC STAGGERED H�'Blk 1 PER PLAN By TRUSSISUPPLIER2, WALL ' WOODBEAM PER PLAN QY19 CONSTRUCTION '1 : i 5 6 SECTION SECTION TYP "MB-1 " SECTION SECTION 4]I SCALE SETS 5]9 SCALE N1M .l SCALE NTS i e[ 823 SCALEMS f SPH 32" W (EYE) E 32- UP O, J YPJ I ; q FLOOR IN V IFLOOR SHEATIII:NG : l PER PLAN(TVN PER PLAN(TYP) R RWFTRUSS S"IAP PER 3 RWFSHEATHING PER PIAN T/FI OCR EL STRAPPER FASTENERS FOULS T/ PI,WREL '�� I . ry, PERPLAN FFRPLAN FAS LESSER SCIRDU LE I (TYR) PERPLAN It a DBL2x 1 . dy .� y I[ II !I CONT2x BLOCKING TDpP PLA IE TOP PEA FFP) q f N BETWEEN TRUSSES ITYIN s p y COST 2x6 W ATSIX TAPCON FLOOR TRUSS H25 CLIP AT H25CLIP(d PLWRTRU9S _ I- SCREWS® 16" OC PER PLAN(TYP) IEVERYOTHER CONT2,10 EVERYOTHER WALLSHEATHING PER PLAN('fYP) m,P) STAGGERED TRL'SS(TYP) NV3-12HNAILS TRUSS GYP) I ' 1 N CFILINC @EASIUD FASTENER WALLPINISH PLOORSHRATHING PER ARCH (I YINRIMAIGH Li TI FLOOR EL �p FLOOR EL FER PLAN PERPLAN y 1{I y I PER SCHEDULE N PER ARCH� PERPLAN TIFLOOREL� q WALL SHEATHING PERPLAN O,YN I C CONTDBL2x TOPPL PLYWOOD W/%"OANCHORVBEAM 1 SEEARCH BOLT @16' OC PERPLANL f CONT 16 BONN BEAM WgILL SWATHING—// HEATHING Pawnne[f Wll-b5'I'OP& BOTI QYP) COM L6 CONTI6" BONDBEAM Wl2-1Ld NAILS CEILI IG W1 USPOP&NOTE CEMING FLOOR @EARULE PER ARCH IT P) I PLEASED TRUSS II 1 p r 1 2xwALL MR PLAN SECTIONS & ' WALL MINA CBNSTRUCTION PERPLAN DETAILS WALL REINP PERPLAN (MP) 5A1011111111111/IEpP 151 WALLPINISHI PERPLAN Y�"y 111 Eu FARCONTRACTOR — 2N'� •F�'�: DATE NAPOLI ' + 2-1 SECTION e SECTIO STATE of SECTION SECTION R. ' , I s2J SCALE:NT$ sz.3 SCALE NT9 `'6z.3 SCALE: NO J b P sz3 SCALE. NUTS �F•, 4 OR IOP S2 . 3 7/24/2012 ' I I I Y t 4� 111 I�I�{I 1 .4 , k I I �I ^ i l PFI WOOD BEAM FLOOR SHEATHING PER PLAN PER PLAN I •I'1 ? if Y , �, T/BEAMEL } ft PEA PLAN WOOD COST NOTE, FLOOR FRAMING I �� PERPLAN 1 1 1 NOT SHONN I OR CIARI'PY. TL F BE LOWE I J H (2)�SIMR80N C9 SO PER MEANT' BEAM EI. STRAFE l EA REAL SIMPSONNTC SD525 PPAf PIAN STRUCTURLS Hill Blvd. II' l T/BEAM EL PERPLAN _T' BIAM BL CMU RIANP CMU FAINT 14603 Beach Blva PER PLAN PFR PIAN Suite 2100 2GCONT 1Bcksovvllle PL 32250 t e (She 992 0377 . { TOP FLRi L Of e 28261 a TSS coN[ EORO_A1aHhew Lowe BOTH b3'f1E3© I6'OC PL PE: 59@9 IC I { FILLCELLS . 4 WHO ID BEAM WOOD BBAAM1 � FILL CELLS - ,/� 1 � $ PER W/CONC / P Y j DLSIMPfON GEIS PERPLAN WeCONC TRAPS 1 • 5 1 I � WOOD COL EACH SIDE OP OPNG IE PROVIDES'BEARING NOTE'. PROVIDE B"BEAh0 OP OPNGt 11 �1 WNODCOL PERPLANPERPLAN TS MAXOPENING-3'-0" MAX OPENING= 8'-0" IF PC NOT SHOWN POR NOTE FLUOR ING MOLARITY. NOTE:FLOOR FRAMWG F f �I. NOTSHOWN FOR CLARITY. DETAILDETAIL AIL CMU LINTEL DETAIL ( 1 2 S24 SCALE: NTS A I 1 DETAIL sea $CAI E NPR I III III 1 , ( 824 sCALP:NTS 0(,. I ^ ezp SCLE.PL S til rleif eoGeoP OREECKINc . . . . . . . . . . II' { kI Ir ALS +J III IF` GYPSUM BOARD OR {at I ^ 1111 I(' �• PLYWOOD PANEL � / �I Yj 1XIIPII r W Of l 1'. ¶��¶7�y� NAILSPACING@Uj 11. 1 1^ 111 WPPORS, -PANEL EDGE SEEN NOTES �.R11 g i LV "1� qY FII (¢` 6" OC 124 I6" OCSTAGGERED SCHEDULE BLOCKING Q LE 1 12d He AT I6' OCEA PROVIDED W Q STAIXiEREDBASIDO EASIDE& EAPLY EDGH STAGGERED Q U— I < 6 m i 4� FISfi43 � N WUBLE2z SdCTION TRIPLE 11 SECTION 11 1 U Q I 1 PIR MINIMUM IAP _ ENO]OINT W W Y, 14 1 _ y 4PLICEBOTTOM STUDS RdOF TRUSSES, ff1 1 ry 4 OOR' JOISTS ED PLATE OVER STUD sPWCE - m OR � Q_ LCIA I * 1 , TPAM1 Sj NNNd OAMS - i 3NAlI.EAT EA • { NAILING TO INTERMEDIATE G/1 N J I. SUPPORT IS 12" OC MAX,LEE "air aia ""Pkyp� ; 1 Ie1111 '. t TowT� W = a L NOTES'. ( M' 1)FLUOR SHOWNDILONGATHMTION OF BESTAGGERED 1 iYP ,. pr S AS SHOWN WITH LONG DIRECTION OF IF TRANSVERSETO BRIUSSESORJOIBTS. �`.,+n � -Po� 2)UNBUPPORTEDNNBYNOTES OR EL SCHEDULE,PROVIDE 1 tl 2-164 ATI" W ('10.16D ttbT BLOCKIN06REQ'D BY NOTE800.5OHEDULE O � I�d NI� � �{� TiMALSTUDS I / M1 11 O MIN OF EACH SP SCE 23x 9TUDB 12x STUDS �� I: � � OF EACH SPLICE) NAILING REQUIREMENTS FOR 1 � RCGP DECK&SHEARWALL 111 f i� 1 1.0 5 TYPICAL TOP PLATE SPLICE Jj I f DETAIL 6 BUILT—UP STUDS DETAIL BUII T—UP BEAM DETAIL s D A TAIL S syp s2p SCALE N'U:S R2p- SCALE" TS h 32p SCALK NT9 SCALE. NTS ryI ' 1 • LifeIS� CI HALL WALL WALL ver IT WALL COVER TOE FTG FTG PER ASCII HEIGHT COVER WIDTH WIWe THICHe 11M IIX { R T/WALLbI WIDI9i MATERIAL REMF "C T "W" D p . 0 IS' CONC 551/2E 2' 0 16 T6 2B" < 12'-0 INSI EW 2 R" t 110'-B 10" ONE #A 6 EW 2' 0 12 CMU %5 8 rK F klhll" 70 -6 x^ clau VI F p s^ -o" S IIIyp � 1 PI /1 CLWALL&FTO a PROVIDDE F PER SCREDLIb PER SCHEW SCMU AS p' 1' p tl B' 2'-0 F- P' (- R' I2" AI[IREMF_ 3% <2'b ¢.� WALL CONSTRUCTION P '� '1, 1 V 1, 1 ' 4 12" - WALLSHLATHA.'G 2xWALL IJP 1 �U{I 1 CONSTRUCTION PF0.AR IS LAPWALLREIM1P PLCORRTRAP ME GRADE PERGLNERAINOTES BYPJ 32 W X PER FASTENER SCHEbULB 111 /I 4 oow ELSnE & 9PACINc Z - - SHAT LMATCH %CRT WALLREPTERCEMFFIC EDGENAI G FLOOR SHEATHING x4Rwiie[T 1Si + 1, ELOPE PAR PTG RENT IjN 111 N # { PCRARCH T/SLABBL - i _ T PER GENERAL NOTES PERPLAN FLUOR a _ _ PERPLAN p' reel— ITIEDEN PERPLAN h18 IS �' SECTIONS &. i z T� / �/ nlulll DETAILS feeII 'V�1 I T .E mrnrmlz NOTE: CONTRACIORSHALLFIELD • ,W.. AC 12 _ _ /'''i1 PaamRG RAN A 20 S LOCATE REQUIRED PLO STEP LOCATIONS I(t— iOP &BOTT AI �1A ' �� AS TO ACHIEVE A MINIMUM BEAM BURIAL CbH.INp W(�O DEAM PLCOR PRAMMC _ �I 'f I 1. p1 j OF N'BELOW EXTERIORANTSHED GRADE, NOTE SHE DETAIL,S5L FOR IYP PER A0.CH ISR PLAN PF.R PLAN R SrtATE DF 1 aFl x 1 I'ryI ^GI NOTE_ SEE DETAR.9/52.1 FOR INFO CMU RIEINR DETAILS ••. f` Q•�"'/�` h . ,� >r� '1'�m , NOl sxowrv. CORIA, ?tea` ry /1 44 TLE Id TYP FTG STEP DETAIL SECTION SECTN '' '°"^ NG' \7 L SECTION 12 /1711HIIRLII " ^ v s2p scALF• NCS �'p �A� N>e 7/24/2012 eo ^iI sz.p SCALE: NTS SCLe:NTs 0 S:.n1 d4 LISP Ra IT'S III iA Iy rIf 11 II'v ILII F 11 1 l .� �r�' `� u. il. '. r . - - % s NAIL FASTENING SCHEDULE SHEARWALL SCHEDULE STUD SCHEDULE fY` L ' ") "'{`+I FASTENERS(6) HOLO DOWN EACH END(4) LOCATION AD REAR CONNECT WN NAIL LOCATION NAIL(A) GUN NAIL Sl'APLE(B) SHEAR- gryEATHIWp BLOCKING RENO PoBT TECIAMATE 2%TERIOR LAAO REARING 33� WAIA.(I) FLOOR TYYB SIZE EDGE INTERMEDIATE Rfl IHRBO STUDS ATTACHMENT(5) 1P' Q F FIJIJOIST TO KILL OR GIRDER TOENAIL Jdd }3^x0.131" 3-1" 140) O. @T/CMUWALL @FLOOR .'� SPACING SPACING 2x6 EE TOENAILEAEND 221 2-TA0.131" 2- 7116- PLYWOOD N/A (2)-CS18 NIA ISI'PLOOR WA 9PF Y BRIDGMd TO]01ST J" 14 GA SWI SRO Sd 6" 12" ),�, 2 ; MOOR OR LESS TO EACH JOIST FACE NAIL RAG (3) ISO is AO I IS ^Rx n 2"SURF LO.OR BY JOIST GIRDER AIO ST BLIND PACE NAIL 2161 SW2 2ND LI6" PLYWOOD Id 3" 12" (31S ANCHOR IOTNAI(LSINFOp N/A 2 N/A �j 3RD FLUOR 2x 5A 2x4 16" 2,6 @16 @ OOR SYR SPF .ri @16' 2x4@16 LOWE SPF x A ka SOLE PLA'IB TO JOIST OR BLOCKING TYPICAL PACE NAIL led @16" J"x0.131" @8" 3" 14 GA@I2'^ NOTES: STRUCTURES RVQ 'FOP PLAT!/TO STUD ENDNAIL 2-16d }3^x0.131" }}" 14 OA r) SYP DENOTES SOUTHERN YELLOW PINE_ 146)3 Beach Blvd '( SW3 INTO ]/16"PLYWOOD 8d 3" 12" HD9BW)UN-A"O BOLTS INTO (1)-CMST12 3 N/A 2) SPP DENOTES SPRUCE PINE FIR Su1102100 STUD TORCLE PLATE TOENAIL 48d 0.3'x0.131" 3-Y14CIA 3RD BY YES CORNER S'IUDS &(1) X 0 (SYPMAY BE SUBSTITUTED) u1 U Jacksouvdle, FL 32250 : , ( U) ANCHOR BOLT Wl 11" MES EMBED 3) 111 NON LOADHMRINO STUDS (904)992-03]9 LI STUD To BUT PLATE END IT 2RA 3-3"x0.131" 3-3" I4GA SHALLBE2x4A24" SIYIDORADESPP. FL Cert ofARW- 28261 Y e ` WUBLE9NDS FACE NAIL t61 rJa 24 3"ACT ll 1 aSA SP 3" 14 GA@8" 90R'1 SANTEPIC 5902 Lowe I NOTES FL PE: 59029 IL III GOBBLE TUP PLATES TYPICAL FAC9NAIL Ford EST I6 3x011@2' 3" 14 GA Q l2" SEE PLANS I ` 41 E, 2) GYPSUM WALLBOARD ATTACHMENT SHAFT BE MINIMUM tB DRYWALL SCREWS. OOUBLP,TOP PLATES SPLICE FAP 4'-0 ) FACE NAIL 8161 12-3'x0131 12-J" 14 GA 3) SEE DETAIL&N.4 FOR %AMPLES OF PANEL NAILING PATTERNS A HERE LOCKING 1S R19QUIRED. 3rm'- 4) ONLY ONE HOLDDOWN IS REQUIRED AT INTFASFCTING OUTSIDE CORNER SIIEARWALL WHICH )lGr � 19 � '. V, BLOCKMOBETWEEN JOISTS OR RAFTERS TO TOENAIL 381 3-3"x0131" }3" I4GA 1 ' P TOP PLATE HAVE A COMMON END FIRST(USE LARGER HDLODOWN) 5) . ml eN y) A POWER DRIVEN FASTENER HELD SHALL HAVE A SHAN K DIAMETER OF 0.145" AND SWll I. ) .P RIM JOIST TO TOP PLATE TOENAIL Bd SIX 6" 3"xAIBJJ 6" 3" I4GA@6" PENETRATE A MINIMUM OF A" INTO CONCRETE (ASHANK DIAMETER OF 0.205' SPACED(0, 12" MAY BE SUBSTITUTED). YV� ItL_ i + TOP PLATE INTERSECTIONS PACE NAIL 2164 3-3110.131" ST 14 GA 6) SEE RETAIL SAID FOR TYPICAL SHEARWALL CONSTRUCTION. I WWppIr I CpNTINU(JUB HEADER TWO PIECES PACE NAIL 16tl 16' '1J ALL SHEAR WALLS AND SHEATHING SPENT,EXTEND TO NEW ONE SHEATIHNG AT UNDERSIDE SN�1:I� 4 x TAX EDGE OF EXISTING ROOF PURLINS CONTIMA)US HEADER THREE PIECES PACE NAIL 16d@16" - - TAB EAFACE Tip CEILING JOISTS TO PLATE TOENAIL 3Rd 5.3"x41}1" 53" I4GA CONTINUOUS HEADER TO STUD TOENAIL FM - - FASTENER SCHEDULE HEADERSCHEDULE to -hu M CEIL.INGE)PUS LAPS OVER PA0.3'FEIONS FACE NAIL 316dMIN 43"x0131 4-3" I4GA Iyyy, fp {w UAO HEADek 1y Ak CEILING JOISTS TO PARALLEL RAFTERS PACE NAIL MOSIMIN 43"x0131 4-3" 14 GA CONNECTIONS LOCATION ryY1 'nryl21 H1.13 "� Illl RAFTER TO PLATE TOENAIL 3 A lYxIALI1 33 I4GA TRUSS RAFTER INTERIOR 8. MIN WOO F1 �NfL 1S1 WIDER TAN ', TSHACTUNG TO E WALL FACHNAII, 2-Bd - - NOTES LCONNECTORS LISTED ARE SIMPSON STRONGTIE, BON. LOAD BEARING SPAIN EQUATION IIP IOp TIGER 48tl 4- D CMU yil BUIL0.UPPORNER STUDS FACF.NAIL 161@24" J"x0.111" @16" J" 14 GA@I6"' ROOFTRUSS (2) IRIN ACT FAS 2-ID 1 OR SI T&I OSI $"00R)'s"031 OTHER MSHAFACITURERY MAY BE SUBSTITUTED.NAd SIZE AND SPAN 28L ZE p.^ I 1 Y WIDER THAN "xH" SHEATHING TO HA BRG FAC5NAII } ,&2x8 1 '+ 1 Q •� 0 P '1 EXTERIOR SPAN fiA T--2x10 I 1750.` 1LTTID8 ( Q'CORDANCE WITH MANUFACTURERS CATALOG. -2x12 �LI 1 2" PLANKS AT EACH BEAW/S I R RING Ed - - >175W COORDUC'I URAL ENGINEER ROOF TRUSS CLIPS COAL BE SELECTED TO PROVIDE THE UPLIFT Ix FI y RESISTANCE SHOWN ON FILE ROOF MISS STIR DRAWINGS. NOTES COLLAR TIE TO RAFTER FACE TIME INS 43"x0131 ' 43" 140) IN ADDITION TO SHEDU T 41 y 21 4AALL BE AS FOLLOWS OLPROVIDE}tld TOENAILS. ) UME THIS AND ST THAT AREONLYOTFOR CALNEAOUT U 1 � TOENAIL 31M 4� 3 AT EXT WF'LLS & STRAP `518 (g 32 RWDTO WOOD) IIINIEAEND 3) EMBEDMENT OFBOLTS $FW.L BE AS FO LL CWS: a{f. ;<.I ,7 l µ I �� LACK RAFT LR TOIIIP 3"x0131 4- " 14 GA AT WALLS ( AND BEAMS THAT ARENOT CALLED OUT m %M r I `518@l2 (W COD TO CMU) 26-I bd SINKERS 10.Y.x2ATITEN SCREWS BOLT TYPE )4"N SV"0 ON PLAN. OT M1I LACK RAFTER TO HIP FACE,NAIL 2164 33"x0131 3-3" 14 GA WALLS WE ROOF BEARING EMBEDDED ANCHO[3 ]" 12^ 1) ALL HEADERS AND BEAMS SIIAIA-9E z N 141 I ROOF RAFTER TO IS RIDGE BEAM TOENAIL 2161 33"x0131 }3" 14 GA BPDXIEDTHRBADEOROD 6" 9)'z" FASTENED TOGETHER AS PER m u E 4 FACE NAIL 2164 33"x1131 3-3" I4GA EXPANSION )NCH DETAIL]/524. _ ❑ 11 OR 6" NOT PERMITTER W Q 1zi NY ROOF RAFTER TO 2x RNGE BEAM SILL PLATE TO FOUNDATION X'OANCHORBOLTW 2x2x�" Q Z P) FORUM 301ST PACE NAIL 3161 53"x4131 5-3" I4GA $LAB OR CMU WALLS PL WASHER OR SAYS VAT W 0 z 4 EcA ' I .T F EYy eJF1. 1 - LEWER BYTRIP FACE NAIL 1 3161 14-3 xYI3P' 4-Y14BY < LL hV� ) III � 11SIf1 'x W < U n< i � n; l � � n n 1 I CLIPSAT FINLAND y /� J yy �r CLIPS Al TOP AND BOTTOM OF STUDS RIC) 9'ySS A� F Its 115'{ BOTTOM OF STUDS PER PLAN ROOF TRUSS, 2 < - I r FASTENER SCHEDULE PER FASTENER SCHEDULE SEE' SEE PLAIN { INSTAL`TWO LBP 5/8 HD9B A `)I Ij WASHERS ONTOI OP HWB '^ SEE PLAN EACH CRESCENT ASHPR v, IIA 1 �I ROOF LI420B MGT ROOF TRUSS, I P Ill I D03AL OP POURPS/8" F WASHERS) FOR WWW D RO SEE PLAIN 01 t d . I SHE PLAN - "1( EN `) I ONE HEADER STUD I DOUBLETOP INSTALLATION Y PROVIDE WE BUT& WASHER DOUBLE TOP THREADEID ROD I) I� 1 1 TWOHWDER STUDS PLATE Y EA END AS SHOWN d 1 &THRBEFULL PLATE HOT HOT 3 BED". BOBBLE 1 TWOFULLHGT STUDS 1 PROVIDES/80 { IL (ONE 9'N13 AT OPNGS G)C520 STRAP HEIGHT STUDS 2 THREADED ROD PROVIDE HGT2014HQT 4 MR PLATE 11 ( x820 @ 2 MY OR 4 PLY O12DER iy LG6S THAN 4) IIDU5 WI NO& WASHER F C hF i UPTO M1' DOUBLETOP PHROGE ROD y I y OVER fi' PLATE EA END AS SHOWN RESPECTIVELY t� 7 O O HTT5 THREADED R00 o'S W' pYUT&WASHER PIECANDI " 1 1 rZ 1 r3 EA END AS - 1 ) FASTENER W/NUT&WASHE HWB � ) �l / e � � IS m DTIV OD PEOPLES EA ENOASSHOW ^ li I� / 1 (rQ. c y, c MGT: ( )_SDS 1/4xZ 12 HD9H HDI 14 fI O 0 WALLSTUDS WOOD SCREWS OF QUAL TT {1� I UNDER GROSS. ELEVATED FLOORT D SEE GEN NOTES TOP POST TIMOR WALL STIRS NWALL DERTR1IM FASTENER'. g� 3 UNOLR TIRUSS BF iq' � UDEN TRUSS, FASTED EE GEN NOTES HOT (R}IOd NAI l 1 � Til . 1 SEE GEN TOTES TT—Ti 10.104 NAILS SEE GEN NOTES HGT4: NJB I NA orr I DTT2TF SLIDE 114x1 112 ( }I W N 1 HGP : 16 III I HDUS HTT5: O6)-IN FA1 8 W FASTENER: IF 1 HD9'. 3}I"O THROUGH BOLTS �F( �� 1 FLOORDEC AACHFULL l PC HIT$ HTEACHFULC SILL FLA 11 HTT5 LEWIS HD9B 611 1 I � YAL II HEIGHT STIID('fYV) I SILL PIA'IE y _ 1444jI 1 j (DC52) STRAP j BE ROD SYSTEM G fl' LY I MAYBESUBSTITUFBD Q�S20 SILL PLATE FOR STRAPS EA SIDE INCISOR NIFS1 LT TO E' OF OPNG OR POSMBEDALL O To SE TWO FULL NBC STUDS OVE@6 ORPOSTRSTALL SEE 1 FASTENE0.5GIED P, 1 ANCHOR SIB"O ANCHOR p ' BGIIIEMBED IN FIG BOLT EMBED LV PFl3 NOTEz 11 111 OR II'OSI INS'TAILSEE HFAWIES-106 AILS ORCTENERPOST SCNIEJ E BOLTS WEDI IICIFOR � FA41EVLRBCHGD FASTENERSCH BOLT EMWED IIx' FIG f GROUND MAY BE SUBSTITUTED FOR HODS OR POST INSTALL SEE 5 �� fILl� L 4 iY M11 N TIE ROD FLOOR FASTENER SCOPE TIBROD 14amrt5[T LT720B GOT IV/HOUR H!♦�2-HTPS 2NW HOEDOWNS FI EA SIDEOF EA SIDEOP (CAPACITY= ISOIA>r') (CAPACITY3965%) (CAA.. ICS 030D l OPEN(fYPJ ANCHOR BOLT&WASHER OFFICIAL) IF OPENING ABUTS UPLIFT CAPACITY IS BASED ON MINIMUM THICKNESS OF 6" WITHIN 6' OP OPENING SHEARWALL SHEARVIALL POST OR COMBINED THICKNESS OF TRUSSES AS FOLLOWS: SECTONS B' HOLD DOWN CONTROLS NOTES: THICKNESS UPLIFT DETAU-S � r 11 (TO BE INSTALLED) I) GIRDER HOLDOOWNS SHALL BE FROM%G1UDTO STUD AT EACH FLCO0.AN� SxIYYgNllllll/yyJ/ -. . I i STRAPPING REQUIREMENTS AT WALL OPENRJGS yO PROVIDE PATH FOR 31/2" IS.480X I , ®r, (I 5 FROM STUD INTO SLAB ON GRADE SO AS 41/2" 19,84MIT pol WIND LOADS FROM THE GIRDER TO THE FOUNDATION. FFy DATE (EEINTS012 NOIR: AT OPENINGS OVER 6' PROVIDE 2 STUDS CINDER HEADER. NOTES FULL HEIGHT EACH S ADE OF 2 IN LIEU OF HOLDDOWNS AT EACH FLOAR A THREADED ROD MAY EXTE URFROM I,, IV ) f�k16 i I � IN ; } E%TERROR OPENINGS SHALL EQUAL ONE HALF THIN NUMBER OF STUDS INTERRUPTER BY ROOF TRUSS HOLDDOWN INTO FOUNDATINJN SLAB. B IJ4 } ) THE OPENING ROUNDED UPNE, IF 5 STUDS ARE MTERRUPIED BY THE OPENING PROVIDE 3 3) AT HEADERS, LOWER HOLODOWN SEATTLE BE TURNED AND NAILED TO HEADER, p aaaecFx'. Irzws IN H 1 ) � T ,. a 4 o FUEL HEIGHT STUDS EACH SIDE OF THE OPENING IN ADDRIONTO THE STUDS UNDER THE PROVIDE SAME SIZE HOLDDONAN AT EAC44 SIDE OF OPENING FROM STUDS INTO i L^ STA OF IF I ", HEADER). BLAB ON GRADE ATTACH HEADER TO SUFFIX EACH SIDE OF OPENING WITHer CII ' I SIMPSON COIL STRAPS AS FOLLOWS: Q :••`vc +`', �' �' IFHOLDDOWNISLTTITE: CDcszR �R9 „rr OFE" II " 6 TYP WALL OPENING DETAIL GIRDER HC�LDOWN DETAILS IFHOLDDOWNISHDUS: (TCS16 '"", 7oNn IlE xx 52.5 §GALE'. ME SCLC'. NIS IFHOLDDOWNIS(2FHTT5:(3ECSI6 fool IF 0 IF HOLDWWNI9(2)-HWBN NOT ALLOWFEp /24) 12 N 4J rill x {{N jIC(rc yyd ryl1, 1