The URL can be used to link to this page

Stocks Street 534 & 554 1 ST. JOHNS RIVER i Wf E ENT PLAN SITE DEVELOPM S, �� o z V o U- } uW z zm woo z _FOR W � 11 YLM :!S of SITE , con a !! W 6th ! I ! 0- � BOULEVARD � cL .0 + S OC S STREET ' Q I� tai SUBDIVIS1 O, N VICINITYMAr � Cn ��TDE�SHEET &6 cA R T SOUTH STOCKS ST > SHEET N0. DESCRIPTION woN� 01`" t ty 1 COVER SHEET .0 IC B ACHF ORIDAEXISTING CONDITIONS PLAN ATI ANT ' 3 GEf?MET Y AND UTILITY PLAN g ui Q 4 Pr^V114+G AND DRAINAGE PLAN NZ=9 5 TRAFFIC CONTROL PLAN c°- 6 C NSTRUCTION DETAILS z j 7 GENERAL NOTES 4 F PREPARED FOR: c -r� H A Ir T rT�"'l�'1S 0 lsCo 01vj1 T � 250 5thSTREET WEST zATLANTIS BEACH, FLORIDA3X23 y N0 did'. N IL APPRfaVED C' BUILDIN�CnNO I0QTIC ACti MAK oll of IMuIWri�,tgd,Zi aoen" Depaz rtment O z est esmpllsrtos wlth sppllcable 0 Wt slbdivision and other local land t+pulatlons, but does not constitute ��py�laf 1fN IssunMe of perm. Compliance tllt!°bfMaSWAM Code and all other applicable 1tIoN,ft" turd rat permktin9 requirements WAIN bf VIS 1 d urn of the City of Atlantic !ham iii Prior b ft anon of a Gq •� 4 a Q z a A A ¢ p � n SHEET A �r GARY A.ABBEY,P.E. V REG.NO.56819 lD O O1 t CA TCH BASIN --• _ L.�� ...w .-. NOTE--:- STORY4 .4 '� -__ b GRATE ELE : 10 26 � � � t TOCKS STREET IS � A DEDICATED RIGHT-OF-WAY INVERT ELEV .6n S TH OF $T 6t ,STR3 . TAS PER THE PLAT OF RECORD ,� r.._._......_..._.._......._.__ _ .._.......___ ._ _____..w ._ M s ,-c,-AL-22 - 0 8 ___ _. ._ �. ___ w._ , . _..__. ..._._.._._-----------------_------------__.._M.___._...._......._..............._.................. __ ............................_...._....---.........-._.._.....-...------... ----•-.-----•---. E%EXtST.) 3 � � W E T 6 t h T R E ----- -- MANHOLE s U O 9.33 9.48 9.74 _ 1 EV. 9.85 W z 24 ASPHALT( A 50-FOOT RIGHT- F l WAY INER T ELEV. � � -EXIST 3S° RCP 9.38 � � 5.73 �IU TH c cr' 9. - 9,25 5. 72 EAST o �' L 6.9 T -•- --V -127 W v� . . _ _. --- $ Of J42.Q0'.--.. _ . 25. .IFN P r 9. .t�cf ANHOLE' �../ FND. 1/2- /CIAIED" I f 1 :� Qy 0.5o'Er V. 9. 73' _ d ELE V � INVERT � 3 �'� 42 2.31' NORTH,- 18" RCP r- 1 j 1.03' WEST,-36" RCI°r j - :� 0 MAP 4.F' SURVEY - .9 & 9.9 , -' 9.9' "BOUNDARY AND TOPOGRAPHICAL SURVEY DESCRIPTION. i 33 d � 1 �. LOT 1 THROUGH LOT 6 OF SECTION H, ATLAN71C BEACH ACCORDING TO THE PLAT `� _ :. N THEREOF AS RECORDED IN PLAT BOOK 18 PACE 34 OF THE PUBLIC RECORDS OF 3 26 ,�� -� Sao° c DUVAL COUNTY, FLORIDA z co 4 Vb1RE FEN E _. . �f.._6' Wt3C04 ;C3 • INSIDE ` 32 � I , } 9.4 1 .9 I x 1 0.0 SURVEY NOTES: W END. 1/2- R00 .� .2 - s ._.__ .. .__.. _ _ ._ N �- BEARINGS ARE BASET} ON THE SOUTH UNE OF LOT 6 Fes! �, "ASSOCIATED" Q• _..,........�... ._... t �� ac � W r Qts' NORTH 9,0 ` BEING N089'S8'45' Y o^r4 M u� p o I UNDERGROUND U-IU7IESr FOUNDA77ONS OR' OTHER !f -� '� STRUCTURES WERE NOT LOCATED BY THIS SURVEY. r s, m c�°�.,'o � 25 f I m A V ACCORDING TO THE FEDERAL E'MERGENY MANAGEMENT I-)r u,m w (nn AGENCY FIRM MAP PANEL NO. 120075 0001 D, EFFEC77W 4117,A89, ,* m 4 FNO. 1/2" I.P. THE PROPERTY DESCRIBED HEREON UES IN ZONE W C'z o rn NO I D. CAP N 0- tvt 77 �¢ '0.03' SOUTH z id '7' '. 24 1 1 -1 0.13' WAST ;u cu o = 21 .'. 22 c TREE• LEGEND • d2i U, 1 177 - N .� 1 1 � N 0 1 C 7 � � � . " I � � a- ' � 2 24' OAK C) \ p --I 0 3 8 OAK L4 I 0i 1#1 5 8" OAK 10.4" 10.5' t 0 ' � 6 6'° OAK 9• 9.67 6" OAK } t 0 p x 8 14' TOW OAK s lOw TWIN OAK �- 1 � 10 30'* TWN MAPS-E r n 17.2t 12 12" OAK r� t -'' 13 8" OAK o 1 ;0 �� 15 r � .�' 9 3 r r r to: 1 �, r 16 "o m �i. 1 .,." : o 17 Sm 18" OAK PN 10.2 17 4< N 0 18 18" OAK 0 0- CJ1 0 � � taF v � �''- 19 14 w d '5 �•, 1 A n � 20 8"271 T� - tst 18 f �-'+ 22 10" BAKE 2J 8' OAK -40 a 0,4K 16 = ,s.8•, 25 is" TRIPLE OAK 0 1 d l 11.0L 26 8" OAK wa.)D t;IENCE 27 7 OAK ' zs 4' OAK 1 FND. 1/2- E.P. 29 5" OAK " x I NO LD. CAP ,30 4" OAK FND. 1/2" I.D.2" I.P. I I 0.0N SOUTH 3f 5" OAK � z NO SOUTH t 10'4 1 0.13' WEST t 18.4 r .�22 MAPLE a r 0.10' WEST ,r 33 4'OAK cn .35 4"OAK , m �' Of- _.I 36 8* MPI f I o37 10.6' j 10.1' 16.9` , 13.1 ,38 4*0AK MAPLE 21 n f 39 6 MAPLE QI tJ t 40 6" OAK ♦ 113d// v' 4" S" BAY 1 41 12 OAK f 43 12" OAK rn FND. 1/2- LP. x / Z \ Q.2' 0.1T�TM , 10,5' 10. _ 11. f' 11.1 J ---- __ MANHOLE (" 0.09' WEST rn_x . f ,,I t8,s' ELS( �4„�' � Q Q t 0 INERT El.Etl c � c� � � 5.8' NOR 7H N ' s � � -• - � 6 7 d 25' UT[uTY 00 A dd ,5� � EXIST. •• �, 11.a' j ' d ----- 'cYv. EASEMENT o OR FND. 3 4 I.P. _: s p NO I.D. CAP i't. t C4."'. 30' {)Ll AE CE: 25.I� 1.4 _......_........_. _._ _.... .........- ___ 10. 7 �.. . . W E \r . .._._...._ S8 58 451 27.UV SET ,/2" I.P. ., k- No. 6715 S SHEET L O T 1 20 0 10 20 B L 0 C K 1 0 5 L 0 T 1 ^� S L 0 C K 1 0 4• SCALE IN FEET GARY A.ABBEY,P.E. RFA.NO.56819 0 c rcn 00 c/1 STORM! CA TCR BASIN ---- �. �. —__.. �.4 CRATE ELEV. 10.26 5 INVERT ELE�3,fitI `.�',�,: • �'��,, ,�� r FIRD _._ STORM CA TCH BASIN � .. � v 1t .1 1 ELE 1t: . ,3. 7 ._....._........................_ ___....__..._ _...__.... _ ♦-'R' uj .. ....._...._.._.........._......_._.....__... a£ I� . - (EXlST. MANHOLE C th T � R E -T�-- fes, m W Z W E S T 6 I I Et. �. rn + INERT ELE1/. 24 ASPHAL 5.73 NCR T EXIST 36" RCP ( ?o- 5. 72' EAST ,� -_-`_= - --....._..._ VUR.- _ 7.5'-ELECTRIC EA N \ .......... .._.... _ _.. . —--- - _......-._ A. - 096 _...__ V R... 36" STOP SIGN (R1-2) �� c> -127.� " AND 24" WHITE STOP BAR _ — .._ 5' DRAINAGE EASEMENT �' STORY MANHOLE 15' PRIVATE '� LOT 2 �v x ELEj x.73 DR NAGE EASEMENT r �__ ;9 _ � .f`. INVERT ELLEV 2.3? :NCR 7H; 18j" RCl . �;f g 1.03 WEST;3& RCP �•' /A�j . .f 7 w. w �.�,, EXISTING 8" SEWER STREET RIGHT-OF-WAY r TO REMAIN `i" '` f i ,..•°' .-,- MAIN - wz B.R 20' O.R.L. LOT 3 • . . - ; WOOD R.NCE • EXISTING 4" WATER mi A to� x MAlN TO REMAIN `~ c"41 .___......_- -- K..........................X ` EASEMENT f ::. co F' Wt]�k[3 �f' itSif)f: . . �..-.sT'""� x f ,� r' ,,�-'`��°�r '!� `t I e� Z 5 DR SIA > n z EA-SW N NEW, RIGHT-OF--WAY TO BE DEDICATED - .. , - _.:':j' _£ . !}��y! U o 04 i"' PROPOSED DUPLEX BUILDING ---- -- C " TO CITY OF ATLANTIC BEACH Ff'/ , , ,� Y N ' STOCKS STREET SOUTH !' ;, '` ' i''; `: ; o 72 f /; '' OA to ik ri La LOT 2 s EXISTING SAN SEWER s N I a , H- SEINER LATERAL ASED f ya_ ON AS-SULTS P VIDED !; ,• + 15' PRIVATE :.• i BY C.O.A.B. `` n - LOT 4 z �' DRAINAGE EASEMENT -- 6'K WM NCE 0 a+ ,e (.� T+ D V U I b • p. _ M 1 1 CJI �' E'fCIS'f. 25' ( -nuTY N - C. ( APSHALT PAVEMENT": EASEMENT 110 114 ---- " RIBBON CURB 0 y o w o •at 41' M DETAIL, LOT 3 EASEMENT o- a- ' s E �--LAI SCALE: 1"=30' �m Q) N o •T O N •' < .•. 0 0 1 T u -----._ 8.5' i chi 1 • 6a'�tl) f? Ffr i E ( — W _...K......__._....._.K_..._................K.. X i i V 4J GARAGE .a vz � S.C Mj � o m - _ r 3' NIDE CONCRETE SIDEWALK ° = w w (3) 4" BOLLARDS GARAGE ' --b, '• ! " - . C..�. . 9 � 8 e a ---- g oc zo - k �;, �;�� ;4 � �, . o - - ,: •. � �, CONCRETE DRIVEWAY-/ LOT 4 STORM PIPING :� m j ' B.R. -- ---�-- MANHOLE _ • x oo 1Q.2 • 0 TYPICAL DRIVEWAY DETAIL 0 �. INERT ELEV i�l 0 ► '• 5.8 NORTH;� • SCALE: 1"^20' x ` . ADJUST TROP AS NEEDED ' 0 O W S.C.I . --- c 17201 w E ._. .... � 27.00 � SHEET S8 58 4 s S C.U. 17261 20 0 10 _ 20 3 SCALE IN FEET CHARY A.ABBEY,P.E. x REG.NO.56819 revisions 0 M revisions T NO CD 2- INDICATES NUMBb ER OF DOORS. � y 2- ININCAT'ES NUMBER OF WINDOWS. ' a o FR - FRENCH DOORS E - •qm, SL - WE LIGHT 112 -RATED _ SIRE-1ZATEQ AI I - FIXED- SS E (2x4 NALL. TR rRaNSaM L2x4 #�&L. -1: n ,�'� �� SPACE• GB GLASS BLOCK PICT POCKET DOOR o �• 'r Wv �iy R. Ca 2 !♦IR 5f' - . •. a 2 A G�TER W6-LL. TaAP -- TEMPERED GLASS r. h _ __ .a• •!; •-� +e ate-„ Vt 2x4 GE�tTR i , . 2 A i R SPACE. SH - SINGLE HUNG � . • r'' " E DH - DOUBLE HUNG 2 A 8 -q BRG. A 2y HR - Ht2tIZONTAL ROLLER ° 2x4 Y1 • ' CS BP - BYPASS o •4 a.• � T-0" HDR. 't. . . . . .,. '• 1 ;,,: . , X •>, M SPECIALTY WINDOWS/DOORS .'•,• •�' •,• .• , : _' ." '•, ,•` FIXED .N OI 2nd. FIN. FLR. • •��• ,•r• ♦ a C LASS �AND TRANSOMS ARE 3 fl '�•• „•• r•• •• a.•• ♦ ,i,•, +a •. • •4 �' • ♦," NOTED ON (I . } '`••�'•.,•• ' •i `'` •� ,� i5�•, • •,"• , : +, •'_ ••'k, 7 • " TRIM Q ' " '-8" " 3'-S' 16`-4" ' • • • "' • '' 1 '- " Ib-4 1 " ' n ♦�„ _ �� _]►'� '_„��, •?•:»•y. ,',•{'I • {• .`.,` '•�••,',,• • •'! y'••g ~. " '`•� �'•` ti• •`, :f• •"•: •."•'•t,'•,'~', ••,' •• • `v ,,.t• • •'�+f m 40'-b" !11 11 .+ v�� .>• :" t•• M• •S� �ti •• •r• ti + 1 ti• ,ti • • L 21-4" " 2'-4r I?'$ V °" s 5 , . .y , `" .. . • ` '',• • '` � C] o 10'-4 3/4" A.F.F.- PATIO .F.F. :ti• 3 A rs PATIO PA Io -� '- N ® 2nd. FIN. FLR. 1 '? T g 8'X6 9'-0" BRG. .. •. .+' + • •t• '•• ---- A c5 fi - 8 HDRF. r•y. 7 0 ® � � ti (7068 S.C .D. 0 cl [7 2.X" oZAv CL b�8 5.0 d7. 1t LUl 2_3050 S.H. , ( I �� ./ Ib" ELc7CJ�2 51x5 _ ° �'1-115 AREA •�• ,, •• n - _ _ - _ iQ iA _ - - ._-.. - - - s THIS'�A �p It 171 .1 •'c tc21 %NY I I - --- - -- --- - - - - -- El -`( I I RM. it tr YI 1`t I -- 0'-0" FIN. FLR. ILI CRM I - I = LI�'I16 i- 5TA I R NOTE �► m MA5� I a o I MASTS I Ir' GLs. a ci..6. " �-`�t J' b' TRIM - I SUITS I I 1. (TV EQUAL RISEies AT -1-11/32 o I I 5UIT I I IIn I ! _ _ I - / , Clb) ESWAL TREADS AT 1®r uj/ i" NOSiI G EA 1 1 TRAY « --� iron I I41 I I ' I b Elevotion 8-q TRAY dl I (TOTAL TREAD DEPTH TO BE fl MIN) ' I = ° 4' TRIM { 1 ! I I +� { I ! OC ---a! SCALE: 1/q.« _ V-O" I 1 X 12 I I a '� 11 7'x 12 11>f I - ..... - ^ r 2. TREADS St4.L �E 2x>x'a GLUED and -- - -- - -- - - - - - I 1 I - - -- - _ - NAILED t1�ZiPPEQ DOiil�l +� REt11117) ° 0 _% � o ---� 3. i ORM SHALL 13E bd3'a CA-LIED and ` f I �c"'- --�j E-- cq NAILED (RIPPED DOitJtil AS r�EaulieED) > 4. L�� SHALL BE =NSTRUCTED of � i��Q � y/,o i �,�� o ;rx`�S ? a *11 OC: and DECKM iq„ts.YUJOOD CsLUED etld t�41LEDW/ 3/4" T+Cs 3 - (7% a c ARGHITEGT URAL E L , m zz D"G I m ! VININC-o RMSHHR . - - DINING RM. '� I � - ._ - � 15. STf�I1V�ERB Sl•#AL•L !3E Zad2'e EG�UALL`T' ° II SHIN,6l••.ES � ON. 1? R. DN• Il R. z; � $I�'ACED (TYf') `o i ILMrs ' 36" A$Y.LEADMCs2i {d • FIr. va b. NAIVDR.4 c EME of TREADS Goveroac - P I ocRoof Pion ° Cr 4 ° ALE= i/8" - I`-Q" 0 N - - SCALE: 1/8" - 1'--C)" x 1 N , _ 1 « -° _ .x � 8'-•0°• BRG. 4'-4" - 4-4 �-4 4-8 «I 2nd. FIN. FLR. u) - 6'-8" HDR. J --- - ---- - - 2 BEDROOM 2 - z - - - - y O Q - 4 0 GL6. r _ _ -3DE'sL.. o o D.W. o o s ML.L-' a • o 8' t'.L6. - - v D.W.r ! ! 12 X 11 I SW1 , , I ° 1- 17 X11 _ _ _ __ __ _ 111C.C.O 6 T I I L=j 5 ° Fli+tISH o _ 0. a to X 1 _ ° Q O w jk 10'-4 3 4" A.F.F. 0 F -- ° � Q � - a �d. FTN. FLR.JIL �- a _ = m I 9'-0• BRG. C G 4 B.F. _ a I - a d� --- - -- -' - - a �- -- -RsL SH. 2' t�p l 11 R 5f•1.- '(V I I _ _ N NOTE n _ a ��. � a ROOF PLA &'-i3„ HDR. ------- � Q R65H. - �- AM. ABV. - 5 51.1. - ' - 5 aH• cil ba ed asd cxrtfied by truss . Y _ _R45H. - d,1 1 , - - - - G I Gam. ABV. 1. . �p o, JulAll , m - `D C`ar{ bOb F- ry ` ' ___ _ _- 'v manufccturer s rleterod wtIIin�r _ �, t 47 3 a , wo t' f r^ E F W.H. _ 2 TRUSS MAK FAC7URER TO VERFY ALL TRUSS SPANS, I t L__J it 1 - 10 G _� 1 1i L__J 1 S`I.OPES+ BEAti�IG POTS, ANI}-DKNSItlNS IIEFORE �_----��_____� m . if3 a MP I r � FABRICATItIN. m m I - � I I - 6 14'--0" v �1•`4 51 "' ore to be eet as indicated ors piesis I C I AN roof f1i.716a n t3 h p � = R. !'IN. Fi_ 'F I and devatim. 0 0 IoM - _ � � I ,ball 3;12 \(I - I31?�i. -{ W/ TUB W/ 3;12 VLT. 8 BRG. O 4. Top plate heists vary. See bu>ldhsg sections► - � � � ! Q Q3'4"x a � I sections. and elevat�ns far bearbsg heights. ' �l-IwR. 1 1 '.earEievotiona � 13 4x1 � - - - .. t� VLT. i TILT. YLT. 1 �,�I. . H ,,. ..._,. �� -- - IfU�f qty twtim w''- `l■ w.+:. ! ��! •�"�'tf.-Gt F�"'a1'r 3t 12 3=i� I 3,12 ER. 3068 a `"'1 S, _ 3t l2 I = a �• � � � as otherwise � framinq shad be 16 ac, or • d• s 1 - R ABV. C 4o�do H.R. _� 4040 f4JZZ LINE OP r-t.R. ABV. _ _ _ - _ - NTR'Y ENTRY - - - - LINE OF � - - - - - - - h N N O - - _ _ - i' tV a 6. Trus mea ufacturgr to Provide a� gable old CV = 8' GL6. "� 8' C t-e. �; li trusses with in#srmediate stud mambers 16' o.c. 1 51-0,t « 51-0 �- I GAR .C�ARA&E - I CAR . ARACE � � 7. Raaf as apeciBed• • q' GL6. 8. Qvertsangs Will vat Sae roof plan ------_..- _ _. _- q GL6. �, and ext o iv }- -- 1 1 ! i! ! s! ! All eater than 18 w shag -�,�" �,.�„ Ia' $„ _ -r,.-o" .-a = 13 4 xQ c� 13 �• x2� � +�+� _>< _ o ; be tacked on in the field. 1 _ trusses at m I 4 Area Tabuiatton �. .61 �.�� ` Lhti ( � � )s all rat-bearing walls OW at vdum 0M wim t Ago � noted. • i 1 ng per unit total 1 I a 10. Ain trusses Old fiord f w*M so as 01 "sum I I I IOkB' CSAR. DR. IOkB` 6AR. DR. 151 floor: (`140) 148D of h x wdl board to be cCxsthWN from floor to cuing. e,�„" o drawn by I { I I 11. Truss manufacturer to insane dedgn a>nsideratbn 2nd floor: (850} 100 8f •� � I � J,d�[l� fit. BRY1lN'T L---...-.. -..-- ..------- .-.� �'t to � MoOn9 aS Minor r A:-A 3/4'A FA D date F;fcx E e --O Tota! Llvings (ISgo) 3180 of U `� AI txipng sous and S w/ -•O 3 cabinets as sfiawn an pblrra. „4 a.,� � � JA2VUdRY f, 8006 " ' a o drawn Ir . ;,1� - eIIOR _ 111:10 w 14'•-O"- 12-8 14-�O entry: C32� 64 sf 4 � . G � r� b. Attic lar:nted HVAC units as 9ira�rrs on _.___-._- • E pb"s• �. , � 05-101 « 1 r 1 �Atlo: (48) q6 of o date 20-•4 UNIT A 20-4 UNIT 'B o l"UARY 1 WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE - - drawing no. G�prAC�e: (280) 560 8f job n WpjTTEN DIMENSIONS SHALL HAVE PRECEDENT ntractors shalt verify OVER SCALE DIMENforSIO dS. Contractorseionn co verify �. n 05-10 x OVER SCALE DIMENSIONS. Co responsible for dimensions and conditions • 3c4 8 f m i ensions - I AreC�. (1 g50j t7C1 > responsible f� d m and conditions and be L Tota � and be espon _ of the �. of the job. Lof t 51deeYaton s �f �r1 .. SHALL HAVE PRECEDENCE ;, drawing ' �✓ eYC. t�01 T �- WRITTEN DIMENSIONS n , « OVER SCALE DIMENSIONS. Contractors shnil verify a ; t�•1 h� `-�� Eleves �o n s and be responsible for dimensions and conditions i' o" of the Scope: AS NOTED Roof Plan Floor Plan Scale.- Scale'. cale: �g .ter r- i r�• S st � 14 1 �O Scale. I�� r ravlslvns L m Y o - E. v - G O m d CL c m � .3 q m 12'-••4« Ib'-O" 12'-4" m rs 1 x 4-0 41 4.1 /1r W-0 iI t /SII 4,'�,�1," .Lr. 4 . q T�V O 1 8'xb'x4" b'xb'x4" -8 o GONG. PCIONCIQ off. AD PAD .. o -4 a cs Q- 4 9 0 4114444 =1747, OL 0 e 0 t � o t t A v t � A C ca ii o FIN. FLS:. E Y a �. " C 1 i. DIS. 51NK Ar r SiNiG � T FLOOR SLAB � PLANT MIX CadGRE`CE �- 2500 P.S.t. a THICK WITH FIBER--MESH .01 REINFORCEMENT OVER TERMITE TREATED C �. SOIL WITH 6 MIL POLYETHYLENE VAPOR C BARRIER OVER COMPACTED CLEAN FILL. m OR o r x m FLOOR SLAB OF PLANT MIX CONCRETE �'. 2500 P.S.I. 4" THICK WITH 6x6 10/10 C. . r GAUGE REINFORCING MAT. IMTH MIN 1" C REF. I REf' I COVER. TERMITE TREATED SOIL WITH 6 MIL. POLYETHYLENE VAPOR BARRIER J _ -_- OVER COMPACTEQ GLEAN FILL. I AN '1 t v QJRB 40Mp .4 13'-b" 0 x �„ _ p FE ��_�_�� C ;�,1, PROVIDE P V. A5E -713.r-T. I Y$.1=_F. - INDICATES TM STORY ` PR" V.G. CHASE•- r: 1 FOR A/c, R 'D. FOR A/ i�EGZ`D• :; y I EXTMIOR BFARIN6 FOC)TIN& v } - oo AS 01 CL 19 c 0t C 41 _� �._- y -C L--- _____----.$'X ' t AFS. J7R. --- 8' .11 OAR. ISR. a �J V .ON �,� qN �1 ../9ft $I..Op 31� I4,-0« W-O"r3 'a ° drawn by I2'-8F" s JA�ti[M X. BRYANT 0 40'-b" E date _ 1 « 1 U JANUARY 1, 2005 201-4" UNIT 'A' 20--4 UNIT 'B job n o. N 05-101 0 • INTERIOR ROOF T"RU�S WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE •� drawing no. EN61WER TO VERIFY OVER SCALE DIMENSIONS. Contractors shall verify A r BEARIN6 AM4*THE ROOF TRU55 EN61N�RtN6 and be responsible for dimensions and conditions of the job. s } 2DDUGED SMOIFIOALLY FOR THIS FRO-IEGT. - LOAD BEARIN6 8 . EN6I1�Eic TO VERIFY ExTERIOR Foundation Plan m PAD SIS 4 LUGATION. Scale: 1 X40=1'-0" � - o k-.1 v t c revisions _ m ' E E o - . w NOTE,; ALL SMOKE i7ETEGTORS ARE TO M o HARD WIREP AND IN7L=RGONNEGTW m • a v pj3C, �y L � W V A Ck cS 0 �' O 6FI Q `a ELEf.,AL LE6M 42 Gei"Moix W Lq t o a # # � Pail Unh # 1 _ - - - - .-- - - - - -- -- --� f Recamed # �-- — — -- -- — —— — — — — — — —� I i # i i i PRE-WIRE 1-Q Wall Mourtod P!E-wl� # # PRE-HRE GL6 # # L&. PAH 01-6.. FAN # i . FAN GWWI,Wash Recessed G # # GL6. FAM XN 0— '_——— — — — --` ! \FAN j f i2 hot, s4WW Water Proof RAW ,• — , • • �. 4a floor Rede .,� /• Pro-ire W cog.I=an S.D. �--• _ ___ — —— �p erm d Faint Mtffnfpt 4264-9 0 ` o 344 SwUh A 9f / , N Telephone.Jack FIR -WIRE GL.6. FAN _`_ - — .•° H Gable Jack CA PRE-WIRE _ t _ CA-6. FAN t — _ — —— _ J Q°•• , 42" 1 428 o ° L 2 1 Fr&Yee GWOgs 170M Opener U .-'" r -max` T � _ _ — �. ,. -.— Fkiorescent LigFrt,�, mal Pagel m LIFI-ITo S.D. o! 0 S.D. • ° FL7 OoOr BelJ�6aroge moor'SwitcFi 4) 2 -- _- -- - --- 4:2 o _--- — — — — —— _ �. � ! 4:2"-� —42" _� � C] F�corriect�JM11tG11 a L—42"_ _42_ • (t � E#eGtrtcai Meter -v { ■, ° S.D. •,� 2". S.D. i�4 '" ii ,q " i 220v ii i i Q S.D. ��frioJGG L>iGteGtor' • / I 2 6FIi n 220v i �, ! 6FI L u LIJ cl dc IV Wafl Sconce ! / FAV "may cm -WIRE 4 PRE- IRE o GL . FAN b IC Inta'com b GL6. AN c=j I • v `� _ _ _ _ - - -- Fi M Mout f-luore6csr�t Licit v - # FardLlg�ht C4MW dlon i N ! I vmwsd motor I - -- -- --4 speaker A # f I I I I @ ,function eox Sm S # I # Track UgiI g i I i 'I•hairical Strip f I I I C v # # L _ -- -- ----- - --- -- _. _ J NOTE-5: ,, y L- .._ - - - .._ _ - - --- _... - -- - - -� I. pwrarr to verb aract tocaticm of floor outfe�ts • 1 !5t . F ci in fiteid. 2nd . � _ Electrical La out � ,.xatiai� ��'or°i>rfe� are 1 drawn by aw most be made . o JAIi m M. ERYA11 T EioGtrical LMAW* or adrAments SCALE: 1/4" = i'-O' � Owner' tired 81i( h the fieJ"d- o data . SCALE, I/4" _ ('-O" � JANUARY 1, X405 job no. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE 06-101 OVER SCALE DIMENSIONS. Contractors shall verify m and be responsible for d'imensbr►s and conditions of the Job. � '- Browing no. m `v Electrical Fixture Lazo utE I s Scale. 1/4"=19-0" � d W a .. II W � i I li II I i I II Uj INSTRUMENT OF 'iFOR OTHERS FOR SERSICE COT•! ILI g ST2 = STRUCTION OF PROJECT d) W_ AS TITLED BELOW. 12'-4* �+'-0` { z >_ INFORMATION RIVED W-4" W-V ,1,�« 4'-rri" 4'-0` 4'-4` _ I�01'1 THIS rNSTR�rENr 0 0 U CAN NOT 5E USED FOR .4 OTHER WORKS UNLESS I -- 4« LU N h AUTHORIZED 15Y THE NEI- 4 =NC ISLAB ST2 ST2 SLAB 9 w Q Q INFRI ENCiNiGEMEN7 for LEGAL �4 5T2 Q T RIGHTS. 4" 5'-1" (K I WWI TB.F.F. �i F.F. __1- , w Z E DESCRiPTION r �. `--t__ _______ _________ .�____-_ _______ - _____ w L i 24"x24"x20" W1 i 24"x24°x20,�,gt, I ©[Q - t WA#5'8 MOTH i I WAYS 50 i� i 3 - YS Cl I � SAV � I 8/10 � � _ w 0� 4 - I 1 ST2 I t = m I i 572 1Z 1 1 12 i I Q S ' U a cu e 5T2 i 1 81'2 ill Q t 1 1 i tl) 1 NOTE= -1 cy 4" GONG.SLAB RE i i 24" WIDE t ' Ltj U 0 J� EITHER 6x1 10/10 OR / I W/til+5 .w I i ILI z t- I j iy t=1 "1ESH ON 6 M! VAPOR —/ PARTY O i t BARRfER OBER TREATED, j GLEAN,CO-1P FILL. I I i t f-- { t CQ� - 1 � , c�1 ■ 1 1 t t t t Builders I 1 i Q n 1 1 1 1 z a Fi rstSou rce II 12 t t k ! t 1 12 , 1 Q Vp tU of Jacksonville ST2 1 I I g�` oft wk 3a n ST2 " I 1 I i 1 i sT2 i' { 1 1B►'-2" I 1 4'_.1« ! i 4�_ r t t 16'-2" I � � ^ z { I 12 t T12 t 1: 6x54 Roosevelt�vd. IIi1I 1 t N ville,FL 32244 x cq Tel 904.772-6100 Fax 904.3172835 i sn0 ' t- -j i ST25T2i24"x24"X20" W/ 24"x24"x2®" w .-_- ___J'-� 24"x24"x20" W/ 24'kZ4"x2E0" y fl 1 13-0515 BOT!I 3-*3'S BOTH t'o 1 r2 1 I 12 I ' 3-5'8 80TH 3-5'S 50T1�1 t w YS WAYS 'n TAT&______ -- ___-- - -t ST2 1 1 ST2 Z >W rr----- ---- -----L1 I I ------#„__. ----------1I 1 1 #B.F:F. t 8n0 1 an0 1 I ST21! i 5T2 I I I, I _ V I I 0." 1 1 1 8/10 I I SAO I I .F.F I; I v x o I I F. 8n0 t t ST2 I I ST2 i 8/10 t. I 0 lu � I I 6T2 1 i 5T2 i' _� J, It I fl ST2 t 1 t . ST2 ---- d Ap 4" C.OMG { 1 1 . VI U u SLA5 I 1 ,. t 0 O Vi u ' X eltl i9 X u N° 1 2 V = c i t ST2 1 , ! 1 I _ y V — +� t: 1 �t 1 t 1 tr 04 20 0"x*" 1 1 2 1 1 2-4W6 50TH i 1 � WAS I 1 t S STZ t 1 X o o v x ° t , --------- ------ --------- ---------- ----- -- - _-3 1 ,� t -- ---------- --_— ----- -------- ----- ---- —� 30-08 H-®" V Q Q X 3 t t U 0 OL A r �[ 20'-4" UNiT 'K 20'-4" UNIT '8' ST2 `�. 0 ' � " w � � � u � z � O U � � � i— � Z a IL o FOUNDATION �'�. 1�1 '� Q �` °� Q �- 1 tit " Z � � w � Q z z DRAAA N EAH (K CHECKED LAP DATE 01/2'1/05 STRUCTURAL ENC3IN�lEERNG FOR USE WITH OB NO. ise-191 TRUSSES 15Y BUILDERS FIRST SOURCE. SQFT_ 3180/3900 END ZONE PRESSURES END-ZONE COMPONENTS E corn*ot rrss+cL,aoclNGi r aeuteas- w t' Coi BENTS 4 CLAD MMM 8(IN rsr)t'Oi�E:C*AF AW uooize Iwrt t oNl=. GLA©D iNCs PRE55URES ,4PP1-Y 1 -IOPIES MTERIOR-zo1 8 040 Ill°To WNW W AN rx1VP Ze71'IE.(Aug, S NRIATIM OCEM A6 Nf�ft:D� AREA LTet+Ys f7l ON OF DOOR pro x TO WiNDOWS t DOORS IN Lawrence A. Paine,PE ttuFl t'OS t*)t�Cx t-)P08.t*)t'Efs.C-) t�R SIZE t � 3 4 a F X HIGHLIGHTED AREAS - TYP. Professional Engineer 0-20 of 411 599 41,6 501 V-W x i'-0'4 -411 -481 -489 -495 -502 *431 THE X DIMENSION ILLUSTRATES License No.21475 20-130 of 411 56 8 461 49 t LCIR WA.> 0cm THE MEASUREMENT OFF THE 'f0-100 sF 431 52.2 431 46.8 IY'-V x 1'-O">E -455 -45.1 -46.9 -462 -46 4 +421 CORNER OF C")RNiER OF THE HOUSE WHERE Builders FirstSourc:e >100 sc 42.1 491 421 452 LGR VOL DOORS HOUSE END-ZONE (NOT INT-ZONE) AD rzooTINGS UP To 30"x30" SHOUN AT THE FOU%IDATION-EDGE MAY 9W OMITTED IF A STEM-WALL FOUNDATION 16 USED IN LIEU OF A MONOLITHIC I�ATIONL PAG FOOTW-0 L.AWaER TI-M 30"x30" ARE REC, ARED WITH EITHER A STEM-WAt.L OR 1"TON4LtT1-tG t2ooleb uA til�pr�I tea.in Ate► ZC 4 Muer usE t�ta.L IIID of m Jacksonville 000{ie FOUIVATIOK ADDITIONALLY,WHEN A PAD FOOTING to REQUIRED WITH A STEM WALL FOUNDATION (1P 30"x30"), IT NEED ONLY BE PLACED EITHER 13EL.OW-GRADE FOOTMG OR IN T14E SLAB,eUT NOT IN BOTH LOCATIONS LNLF-96 SPECIFICALLY NOTED AS S r-14. I�G I � z To 30' i�ort c+c TAS►.>r (TYP) PRESSURES SHOULD BE USED. CA Number 00008494 WOOD*Tle LEGEND PLAN NOTES CONNECTIONS 1) SEE SHEETS STI AND ST2 FOR ADDITIONAL °STRUCTURAL. NOTES AND CONN�GTO� METHOD OF ATTAG�1"'t ENT MSTA SERIES STRAPS CANNOT SE TWISTED. NOTE THAT CERTAIN WOOD*TI s RODS MAY BE DELETED FROM TWIS PROJECT BASED ON THE FOLLOijW_;: NON-LOAD SEARN�G WALLS DETAILS T14AT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOOD-Tie ROD INSTALLATION. WALLS THAT HAVE 5ECO"E LOAD BEARNVG OR EXISTING 2) 2x6-1 / 2 CALL.-GOUT MST (14) 10d Com tonstTotaI. THEY MAY ,M APPLIED FLAT ANP/OR BENT 84EET LOAD SEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD=Tle RODS INSTALLED AS FOLLOWS: 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, rNCLUDING 13UT NOT MSTA2 (lb) loci Commorts/Tota1. TO CONFORM/ACCOMMODATE REQUIRED NUMBER OF {GING STUDS EACH SiDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT IS MST48 (45) 10dA-1/2"/Total. APPLICATIONS, 13UT THEY MST NOT BE VI INC - tNKs PROVIDED Y OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, - HT I S TWISTED O/C WDOt? Tie ROD TOLERAN(��5 NUMBER OF JACK STUDS EACH SIDE OF OPEN PRO DEA B TWISTED. USE MTS or S SER E ROOF TcUBS UPLIFT (LBS) UJO00sTie iZODCs� SIZE OF HEADER MATERIAL DESIGN CENTER (SFSDC) iS NOT RESPONS15LE FOR THE ACCURACY OF CSIb` (28) 8d or C22) lfdd Gommons/Total. gXTERIOR **TOLERANCES SPH4/b/S (12) IOdxI-1/2". �-1000 ROD(S) � 4' O/C (INTERIOR) OR 6' O/C (EXTERIOR). SHOULD NOT T�Tt2"CBER OF PLIES 1N HEADER THI�a I1 ,4TIONi PROVIDED BY ANY OT#-I1~R SOt.rRGE_ STRAPS" AT APPLICATIONS ilk-1ERE TWISTED 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ-SEAM SOFTWARE OUTPUT MTS12 (14) 10d Commorts_or l0dxl-1/2"/Total_ STRAPS ARE REQUIRED. •1001-2011 ADD (1) ROD ADJACENT TO TRUSS. 3�_0�� X 3'-0" OVERRIDE ALL EXTERIOR HEADERS t2ztxQ+-1/2 UNLESS NOTED OTHERWISE HAVE BEEN CONSIDERED IN THE DESIGN OF THiS STRUCTURE THROUGH-I A HT520 (20) 10d Coitmonis or (24) 10dx1-1/2"/Total. of 0201'1 4 GREATER CONSULT DESIGN CENTER WOOD*TiE ALL INTERIOR HEADERS cinY*-11i UNLESS NOTED OTHERWISE DESIGN BEARING VALUE ADJUSTMENT AND/OR T14E ADDITION OF BEARINGS LC�T2 (t4) lbd Sinlc,srs/Each to Truss, and Stud Column. INTERIOR GUIDELINES MATE OUTLINED PROPERLY RATED OPEN t1E8 TRUSS !-HEADER MAY BE USED BLOCKS. , MCAT- (22) loci Caymans'to Wood Member - 5/8" diameter or Larger Threaded Rod per Accomparlyrn X �4 ' ' 'OX I Iii �D*TIe RCD LOCATION. BELOW IN LiEU OF SPECIFIED HEADER g '2'-�" I 2'-0"` Nate on Page St. ANY HEADER MAY SE REPLACED WiTH ONE OF GREATr=R DEPTH DESIGN LOADS i-ICT-2/3 5/8" diameter or Larger Threaded Rod per AccompaNing Note on Page $l. A. GRAVITY LOADS= HGT-4 5/8" diameter or Larger Threaded Rod per Accompanging Note on Page Sl. RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED B- LAS LQS= OTHERWISE PROPER O/C SPACN G (4-0" INTERIOR, b'-0" EXTERIOR) SHOULD BE FOLLOWED_ iN ADDITION, RODS SHOULD BE LOCATED AT SO SHEARWALL SEGMENT - REFER TO DETAIL F/STI AND/OR O/STI ROOF LOAD TOP CWORD-LL-20PSF DL-1PSF WIND LOAD 120 MPH HTT16 Not l+t?d Sinkers 1. Wood Member - 5/8" dimaeter or Larger Threaded Rod per Accompanying BOT GHoRD..,LL�COPSE DL■SPSF Nate on Pegs Si. CORNERS, PLA'C'E HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER x APPROXIMATE WOOD*Tle LOCATION FLOOR LOAD OL-15 PSF SEISMIC ZONE - I HTT22 (32) Ibd Shkar6 to Wood Member - 5/8" dimaeter or Larger Threaded Rod per Accompanying DETAIL E/STI). RODS SHOWN 1N CORNERS MAY 5E LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR we t�.r„gE�py OTHER SOLID FRAMING. LL-40 PSF Note on Page St. • w $1: � - s - , s- - Lumber� r � lders '� � jljBullder-w--Aluwa*�� w 4, v�L Builders 11,11 �tawVB �l ere � � Builders � Builders Buddek1lBul >� . �� d WO r� FErstSource ,v 'AFirstSource, &- L&yv Y' First.. ! Y'L F�rstSource L� �F1rstSource RMP ,Firs#Source d Firs#Sourcer -- -- - - --- •. .- . - . u114 -1 4a W I INSTRUMENT OF THIS DOIE:NT 15 AN � ENGINEER'S SERVICE M 8)OC+Eab OF i6•AND UP 74 24" WE 2x4 SYP Ot1T LOOKER AT*nI CLIP to INSTRUMiEN�' OF � FOR OTHERS F(� CON- . !2)2x4 n SYP DBL top Pj.•itNn4 OAS,WV(BID�.OVERWAbM ENGINEER?5 SERVICE = sa zx4 BY1-oLtrLOOK�IR ar 24^ 2 STRUGTlON OF PROJECT MSTA24 W(•J)WdAEN<J,i ON STUD IBLOCKMGs(TYP) HEADER(SIM b6 OR LESS USE o%tWT1 r ftlWib eu lamed FOR OTS-If�RB 1`OF2 CON- AS TITLED BELOW. LU �t� -_ ------- ABLY(TYP 4•WEAVER,4•SiLL) aOF � STRItGT10T3 O'er PROJECT sHN to FRAMING,AT 3"o/o t INFORMATION DERIVED ad� MAN)OR IFUM a � A` ° AS TITLED 5�L ,� f2 aPH44/I6 I . . i . . . I I .11 I - . I I I I I I I .1 I. - . _ -1--l". I I I I I —_ I I I . I . I I . . J 6 o/c M FIEL17 W/Od H U S!"EC.WCATiC7N6 ON tea; � � Z -tF„ FROI'•i THIS INSTRUMENT I taN UPLp'T8> L.0-J-1 $ se"MIA I'r Pt_AN •�, { taQA�+IHG MaT1 2lA� TO LAYOUT IF SYS,42. IFT(Ll3SlSS tmOID SEE STOD PER BTlOJCtURAI I rr IPL ) t"T HEADER rKTO TOP� AA613'®LY a #NFORM,4Ti0i',# DERIVED Q Z CAN NOT 13E USED FOR. " _ [ W/(, ODlErD STFWCU RAL ' rG T_ a1_SY EXC t•'f e4 '- f TELA iQ:ataD 4619 � uwes�W/(U 1®OIJ OF FRRC71"1 Ti�•�iS II�LSTRUMENT W�� ALtT1-•#ORIZED >�3Y THE 1/26 APA OR m t1s _ CG>I�L OF • 'Q Z SHEAT'NMC*ON iRCK',P DECK m-1425 (,t4 iW l51 lmd x t-tI2 PLAN t/8' 2x4�'? 971!76•12..O/CFOR � oTl-CER woRlcs �T'� WITH 8d mmL.B AT 4"Or-AT 469_9Ci0 C2)Hb W/(4)SOME /EAii 2x4 n sYP STUDS•Y!"oat r � SPH4/6/8.3W'o/e �/e eD NAIL -ALL 8UPPORIT PANEL • (W)HIB Wr(3)imD x r-it2° PfD1l=A i/®° 2x5•2 SPF 5'1006* t2' 1r- w TOP IE TO H I MATO- APA tzATs:c aFIeAtHur+�to GAN NOT " M THE EV rr THE cowctaETE (2l t•18sA24 tW CORNER of MIATCN RIDOIs SWEATHAIG OTHER tl<3f 3 UNLESS EDGES AND 8"O,G.IN FtEt.D. g_ImOm t)1 rls-"'G W/(im)Wd X.I_W TO TOP PL • AUTt-TORI Z)=D 8~i' TI•-tE � cn d Q,1L.Q ENGINEER CONTRACTOR OMITS THE (g)fpd181p181'1#,#1-•FJ► Cs,4RJICsE 1-1/4 Cs4t.V.1�00r-M�s !Cost x 1-}!! }THOUT 11�FRlNGEMENT LEGAL E !6) (UMTBt2 WW t1l UX0 ( 3 ENCxtNEEtZ I>W i1 -TOP SLOPED �I�� RIGHTS- (6)I-1/4" NAILS+F_ACl t SWEAT�Ks �w� ONLY to il�C f�IIR.M BOTTOM cWl�t'er7 of SIL NAu.tW11ROLlrai+APA BAITED SWEATi81Gs HPAW712� I�OF HFEAt7�R 2x n SYP Dat- Pt_ TRtr!Sa6S WTH 1x4 SYP INTO NO.2 SYP FtRAmm tw ad AT 3" STRAPS,IT>s pGGE1°TAOt t= I N W-RjNCjET-1EN: O� L CxAL �t }e+E}ttlop�DK�If AR TO TRLE68&S+► OG AT ALL E00E6 AND MTO BAC14 PLY TO E1!!D67fTUTE(i)MISt48 WALL SWEATHM3 SMALL ISE 1/*" J-i,..ens�t"�t�_Q sQ e _ - NIMBI OR PLATE,120 SERIES FLAT STRAP II APA RACED SWEAMM 0714 bd •" RtC�4-tTg_ TRiiSa-Ta-le Gg1NECTOR SEE �_ g�D ROOF 24"O/C s/C3)imd NAILS a7 OF t:AGH DOUBLE T/I6"APA RATED SHEATH1tNCs uATu ilii W© DESGR[ eNsm 7l USS. COMECFOR. 7711!55 OR RAPIER t?r4C.H TF3tSs-0110 Or-ELSE• HpA1 71"1.l;At".iE MOUNT THE NAiL.B AT 3"OG AT AIL PANEL Y iF: h W aTiRAP TO T1$gOUNDA11O11 �g AND 8"O.C.M MELD IDD NAILS•b"o%ALONG ALL PANEL W FOR aTtae�RiFr i+Altee ttlrlll$rtl•ER(4)Irl°* �Yp-UNO) SWEATHtNCs PANELS 6 i t-LL E Atm C8. NTI M FIELD. SCOLIA DEvGR#PTEON Wy �TfflUaS(s.tt-a/�TR,A>� �"Gam, ALL t�7CaE8 icot�Tli��T a�� (2n -1/3 { SW (Z -� �W 11 Z )- STUDS r1r'wCAi_ EPDXIED ALL THREADS aHWout.D WOE ORIENTED I FOUND TO UNDERSIDE - _/3 CZl2xb-l/3 °.moi HA 9- 0 W� 2 .L EXTERIOR WALL SMAT'iilNCs /6.52.010 CA • ND�� I �ATTAI To IE'S SNAIL BE 1/16"APA RATED IIQOD+7Fs 1pODa•Won WALL SECTION/ tYP►CAL 4 V4"hTN it OR 1°EIQF°Ii'DICLA_A1R TO FRA,MNCs 1 116)3A#+"*x t 3a+i"TAPCON t"!B ft-PS,UNA. TtBJ'BSES/RA7=tER$ 8HEATHNCs TO sE ORrfcNrED PERP SWi (237x,6 1 cvW2 fdL TO FI?AFdNG F'tEP'�RB,011.0. " H { t � Q 3 +48 � BNEATk�S11Vrs WTHI ad NAILS AT 6 ss/3x3xi/8"ULASHIERB. HEADER#FiAt1MG DET �FAGTWtT1 SCRAP to - - _ F JACKS PER PLAN M K 2 FiCIL I } i LU " (2)7x4 n SYP TOPE AND (2)ROItr6 led•12"OAC (UAtlJ J MM $OI AT"O G a1 FIELD(TVP (2JRx4•11 SYP AT DOUBLE INTERIOR BTiJDB I, l2mJlbd BILLSJPL•ATES/BLOOKMCs,NAIL BOTTOM C#WEtra,I Ii YAKS }TCt11 • M LAP SPWJ"/O « " 81LL!T!P) MM 3 lCrNf3 STUDS EACH ! 1 4 24 LAP UV(T2Jlmd aWEATHlMCs PANR a SHOULD t3lr ICl J x 4-1C2 W`-Ix U " Tis KoDS•6' F11_1 PLATE TO SECOND PLATE W/ SIDE OF OPfBdlhlCi WHEN ALL 3 ptooD- ISD ALL tttlTH bc4 EYP f@1 M E74T7OI`i GWIORD� • p/G TO EPDX T}ClJ6SR'S A 32 QS FERPthOiGJL..41¢ ANCMORS QB T B"OAC. AI-i•• , W CED A ORIENTED " izd coMF•iat16 $iCthE, 4 ( ) F'tfaAt"i�, � ` I � W 3A� (2)t'fi'(S12'8 OR(2) Q -� = Q U d)Q O/C W/3x3xi/8 WSLa,SHERS• { .EB,D MET"IB) IF EXTERIOR THREADS w 32-a/c W/2x2x1Ja8 2 _ flNiSH is STUCCO,UNA. WABWERB OR WOOD-tis RODS• 2HPAHDW2 0!/123Jt6d TO ifBl11(a�° d PEI#P1FA7rCW-Ne TO � _ w/ 4"o/G WOO R W R0t7s• SIDE PANEL.1�0GHT TO STUD AS�LY(2) users EACH SDE LIN WOOD•T1s ROD tRUSaEa•24.O/C a>/(3) F@I - tE PEIR SIDE OF OF I NW-0 0SY1Cs 2x4 FRAMNG LINO!- MSTA24 UV(9)imd EoT cm THt Is:E� n SYP t°T I!!D (2'MrNc FlpOl1 1tBoi 11AI.8 At E:AGWI T1#RIF+6- M NAp.S/END+FA SIDE OF (Z)MTS12'8 OR C2) 1 MiStAZ�4 F01 MvTAZ4'S + TI�3 TO AA 11.8 J1A ; . J1A TA JlA J'�A A i-FADER;t3ELOW .. � M �w • aG ctuR /8 32 p 4� a - TH GONNkT 13Pt•14J6 *TERIOR g�A}RIiAU-S ADD ) MN. "ANCWFOR t�301-T AS � JACIVSTLIDS) t1ND. LF71Cs EITHER 24 o/c aHOt l°NtS 528 lid ( f i EiL.STUD ABOVE Y (S) h � PER 7YP:WALL SECTION. � iE HEADER a JAfaGS SO F@I I•�EADER i�LOW '� I I 1 � - m-•1' Il H$l BH16, MT8t2 WOpD+?ts RODS*6'DSC CAM HARD NAILS•16"0% DOLT -_ i " " -x2"x1/8" OR �� 1,, 2-8 112" 4"SLAES W/b")8"TFtirlC- N tt � � FEADi`R WJI T0� ' - .703 � V � { �� ten. iR #oc1 t�"IDED AB.m/2 � IL Fjorn 6 } A (2)Hb'6 HB"3 Q1g AT 32'o/c QB Vl"tl 111000-tis RODS• n SYP PIT BOTTOM E PER A - - -- - - --- _ 1`-14' -. Iy' q_g" w CHIS LCX3+4T1OAtJP C.ONt.iJNr75R DOOR �•� -- - -- ---- ---- - --- -- -- - W116 MTSi2 6'O/G rW EITHER SHOT PMt3•, O/G FINISH U � " _ 4' 1`-22: 48' [SEE DETAIL(slgT4) g M # �'1 - ' ' � , O OR 16d GA,SE 1•LA14k76 r •'TYPICAL Ub4L.L # # PEAK-TO I':2x4 ETUDE - - - - - - T--- - -- -- - __ _ •>m OaG ,� CpMECT10NS,1E- �" TO W.2x6 SFFnZ Ff01 704 \ . 1 ,,W PLAN - 2xB BT,� -------- - --- -- ------ :.- t It JACIGS'{'::��_MAY TD-87L1D. Ta 16'z?mss SYF'•2i�1USE 4) STrJD-TO-6i�i1�E. IE ib` �,._ !rO LINU OP, r ata0E-TO-i'OUI T ' ./ a . a M�p11M{1t=1 _ {01 0.r. T 2 2X _ o-, r ••n_ 6 _W1.4 x t1Ar4 WlliF •AIL-COWCRETE 6 A 1 mil 705 1"18TA24'8 Tt83 T TAZ 'S. T TO ��ctDATM X • t -+. ORFtBWi 2940 Pal COMPRESSIVE #t1W-UV l3I8°ts ALL _ RI]" s Fi?I 16"SPF 2xa<s SY'LOS 706 T� � I. �j I � 3 u Builders CsR+4DE � WAT RPROOF BARKE POI(an TYPICAL WALL OECT1OW WTTZt IW(S rCl ". ' . r-oIT1N�To E'JEAre pWt W I�ISTURDED so1L EM t�ir)(TYPJ H : rf ---- - — 1`01 - a"OF T1 L 2N F I TAI 2x6 3TtJD3 ill T USED,W WIN rJ' " LIEU OF MONOLITHW O FOOTMGr_ *STALL ANCHOR tC,OL ,tF 00 NL t It f0I1. i Jacksonville BeD N of J MAY ONS For? STtE'1814LL SECI'r CONCIRETE MASONRY TYPICALnt s itt 1� NOTE: SEE -0 First ounce AND 11lTHtN a"OF t7ooR oP611MG8 N 19EARMCs tIt,4LL a p 5�-i 1/2 Builders WALL EN03 cIAL SHE IRW 4LL DETAIL -_ __ ,4 RENEORCMCs AND DWt"tE1ISIONIIdCs of FootN>r 01,4 CT I ON STI ,. • -' 1/2" _ 1`-0" — ----____-- ___- -- FirstSourcei TY TGA , " . � g 571 " � " 112 1 -0 ----------- -_____ — _____ a 1 -0 4+R SYP OUT1 QGSE$ o f J a c k s o n v i 1 e _--_- F03 o 4MM #SW SWEAR WAI I 116MARE MrIN.4r�� OUtt- 7O TOP CWopV OF GA15L£� � X W(MiN.(24)]31x3 NAILS•TOP PLA E x ----------- -- ------ ___ - -OVER4tANf8a 16. 2 24°•fb"o%}U/[2)W76• T ' � `- t (2)WS't3 f2)MSTA18`S � � t"EfTAW4's W/(9)tmd/EPD, ON EACH SPLICE. _!{LOOKER TO TOP CHORD OF LADLE Ti':1J6$ 103 - HtE�4DEcR PER STRtGT1JMtAL _ _ ------ YOLIT STl Wn:w SOF GAIN P TRI �! SPF Zx4 STU138�• 1V WOOD S e R D EiT tg 02 14 Pt.11i1 OR TFdISO LAYOUT STI yNTHM,r ---------- ----- ---- FASTEN SHEAT44M To FRAMR4G• __ - - ROD # 29�iy a2 0 F@3 P1 SPF 2x4 STUDS • �� _ _ _ _ ----- SP'F-Zx4 T_ ^ � '"` AlsF'IeOVED TO- -- UF'LIt=t6> STUD ULALL - - - _ T09 - - �OOSeve) W;T (FT) STUD St.WEDULE MAIL TWAIROUtiKt At"A OR TfGO 1QATED aW(EAT111l1ti AT 3°IVa-OCG Wl- t')d NAtL6 " 1Z" O G_ OFF 2x4 P08T. - � \ - t Blvd UF'i-TFT(L.aS) clxelECTION immm GEE a. • " w INTO NO 2 SPF M?AMW*PER SHEAR I _ s55t3 9'-1Im 2x4 SMF p,. (2�WTAW4 WK'97Fmrd iEt�D - ^_ T«) W1 l4- TAC4l� _ ( 11.k4A1 WJ1LL. - m 455 " STRIA _ ° 4 3FF 8 • "OaG 5w� FiDEgi'i REAM TO P�067 BUfLT-r.�OR.BOXED C.UI-LIMN MAY APA OR TI=.SCO R�� ' x� T� -- ------- _ ..____ _ -_ H i n ,)Jddcsor}vilie,FL x I- I 128' i t/B 2x t0 . '; _ _ �._. . a X cn � Tel 904 772-632244 ID-1425 Ci . O PLAN -- ------- -- TO$ 46S_93m l2)1!S UV(4)ad/END/EA m-tr'-r rJb" rl SPF B1UD8•.16"0/G �A PER BFR W4LL At�t.EL G13�tT&R aCIpAP•JOINT !4)136c3 QS ENO 8FEATHMCs t0 TiA TG98 __-______-- ----..__----- [ Ht8 WI[!33lmd x 1-1/2�"ND/l=A 1 uNo.ON STRJCTUIRAL NA1L6+ ROOF SNEATHIFiCs 65.ri0 Roosevelt ett 224 tJ � x Fax 904 3172835 14d# tmmrA 21 - _ " • aG CDL OdG P Sd COl11Ot1 w N aDDltral P4.AN 1 4x4 GABLE TOP CWWORD I _ _ I to 2x6 t - Lra>�4piy n Syr "n aM 2" � TO TOP a 1W&Aonvi�e,FE 32244 i (2)thT&12's OR 2) (2 812`8 OR C2) 2 � C.4 0) A !1)HT6/Hiia WY Atm)lmd x 1-tQ TO TOP - - - _ . m ll)MTbl2 Wv(v ltQu x►-t s Hary • NAIL NG TO TYf?WALL t'JE Roo CAlati # $Litt t-UP COLLMN Tel 904.772 6100 M OM SPAC Ws B/STT) WO LOU010 t®OD 20 DE n.GYP 4x4 POST •8 GYP STS "7 SPF 2x6 S L-BRACE ON meSGABLEM NI(MIN.2 AS aoTt 1y GpI:CtF1ED SY TRUSS MIANIJ!=.(MIN.?x4•x Fax 90$.31728.35 Zx4 +'2 � 2x PDBT W/'(1701 n r 1116"APA oR TECO RATED PtiRL E.18ED M U aF ANY SPCGIWED � tJ14E� X - GWORD OF ALL. GOLt!"INS C~T IR Q BUft.T-tP COLUMN ILD 6x6 SPF W/b'b/c 331x3"NAILS•MAX 24"o/c). �3 , �3 T0T 1ilOOD=TT =Ti Rt7D. SW ATt1M ON ROOF DECK u iIII 4 canna hr4 . c►a� __ b.6L17-DOYl1 WCtHr 8d PL#JL.S AT 4'I,O.,iir .•.-.-- %_ 0O,r=.E6�I,VS- ;VCA_,'_&j_ _-a7vic ?�►a tn�`la�R l4ifiaE � E FIEi D t-STotzr 4 ALL SUPE fED PANEL SYP of SHEAR WIlALL NOW y��y� �pp ��y,� ♦� ��n 1L ...1�Vi �- .. A GAaI.E T'RiSS ._. --- �._. _ .. � _ .4t . , -. .. :. 410114111 t " D. ��-e.o TGfil-"4M.IVM.f�R. YN1.F.v �J LVR� F .. r 1L. S O.C.81 r-FEL i� � �i f@i ; �3� ro TRttaaEs+24 I Out 6 B REQ'D#WALLS <� LOPFCs+ TRAP USE H8'8 OR l2)M8TA18'8 i _=________.,t_= _ •T@6 _ --- -- �% ____ _ ` --- - ---*�--- -•-------------- (2J X8'8 OR CZJ MBTA�i'S e 4 MIC` i ---- -'- --•----- --- •-- - (6)t-V4°GALY_IOOOFI1t: TRUSS OR RAi"TER t3! w SHRIGL.E TO OAC t1I(3)tmd 12)BPH4A4/I UV V2°M x 11.8 F_ACH Y SERVE �SYP 6x6 P�Og?: (LLNA. ��.-. -.. ....�. �. .�....�..« !R Na` NAILS AT EACH WE=-----IS STiJDs MA 4-1/10 8'em EPDXIED • CLIP CED OF LATERAL TO GADIE � _ ON STtQLtc'ILitxAL(nLr4t1) r 3 (2) - -- Tp 70 TOP E tu/ ) 1 T M T SOTTO*CHIOIE7 IUITH(?)tab GI.IPS. � SWEA - 0 � F01 i +Tie ROD # Z t'1 OF At THE ENDS ♦3sc3stV8 • OOIRVEIR m 2x �l - _ STVIW ALL rt�AD '"1 SPF 2x4 EA- AS DSL C2) TRkt6 UN�D "X' g Tl�l To TOP IL tu/!1) "' UJCJQCr"Tia ROD t 2ply r1 114814M WITHII1 3"OF t -- � iLA.4x4 POST_(33 n SPF to*i of w p� � Y tN.s' •a csAADIE BOTTOM GHIOR1a to TOP�W/MaTAtO _____ _ _ _ SPF Zx4 POST. • 11G�EG"rF- ) •48'a/c OR 33bd"tOE - - - - - n d GOFERS D " W/(1 WhAA!'D �2x4 POST. ___------___------------------- (2)•2 GYP TOP P_ FASTEN W/(2) SPH4/6/8•32"o/c t2B GT R 2x '8 }a0{I18 tmd T!"o/c(UNAJ MM 24• o W/C9)13ix3 NQL6 - IIIOOl ene PECS (UHT*W/W/9°!x 54I 3K23* POST To SLAB COIINEGTWJ =TH BE•tit•!114EN11x6 i5 •3"ea/e-StAGGElRED AS, FEQ'D. NAFLB TO tIp ffi r 'rHldCs iW BD NAILS t `MAX"?c"; III � 714 TRtsg-TO-E COMt GtOR S� tW(12)I0d rN LAP 5"x3"xiJB"UAA614ER w 4"tfc T FOR SW 3 8 AIL TlrAFS M)t d s t#OR AWaWr+6 i1V WTT*#SHtt"lbc5-1/Z" < 4J<'I • - I 1116 APA. O S AL RACED SHL�A . t6d f 1/1 1x4 V4 lr 4/12 G 1/12 CA r■ 6'o/G •6"OG.ALONCs ALL PAtJq. SND S•OL_M �--- 0 - TtiUF+S L - C.ONNBGtOR 9Pt°STFJpB STUDS PER FLAN ISD ALL THIREAAD . / r X 310-0 W-RI MMI \_& .32"oie l2JS!-HM6/Ib 1W ICJ"t►x 4-l/4 z gN, (V WiTTt6#r 20 x III TWREAD+ n EYP L L)MM FASTLRiEDT x >1/12 t°It • 4'o/c FIELD. OW ALL EDGES BOTTOM CWCINUE SHEATHMCs _ �,_- -- EACH Qg t016" I.&a EAS w/33be3- `` N _ =i FP3l To MOPOM T OF ts+AP91_E BOTTOM GWFOF'vD) 1 f r� T 3 !ik til v LR,AFI i"__ CON CTOS.� OR WOOD'Tie Sita 3 I t3'QXIED ALL TRAPS !s!!'!ED iEPO? D ALL _ - TtVE AS am NAILS•E.4 STUD RODE W/3"x3"x1/8- XEL I / tWtllEAD ICV 3sc3xt/8 � � gg OLA8MM 2THA#EAD: �_- `p" °" ,pL,4N COtNlSerrooR_ SPfCtE� 0 #-#-d . � ! li , Tia U30TA C*04ECTOR WASWIER•III ` $Y-il-� m_-I� 1)Fi"�i 18}X5.QR MSSt2 1 STRUG.TURAL DY TPL"E 45*140 R) . .k_:. , fF FIRST OUTLOCIGER E MORE - • !NG E W) 6/16"HARD!-PANEi. rs PERMITTED AS aLIBSTITLirION u ° 2x4+Z SYP LAT€RAr.DIRA,(..E(3)33bW THAN 32•,iROM FASCIA.USE �_ H5'a an HE'S& 8T1?APP ABOVE • t OUTL - 1°&JI , ,O J9 J9 J9 J9 J9 J9 i4 CCIWEttC�RS,CLiPS, FOR RA1fid7$HEATH1fNCs ON *. °' MrSt2 NAt1.8 TWtROUtiH I *TO l3JI(:.H [2JRx4'B Fifa'8 - l2J HB S OR C2)MSTAtB S �-______•� ! *i3 _ 0 101 19MI TO TOP w/Ci) i C2)Hs'S �C21*STATE`S * QJOOD=Tia� s 3p� F1 Tr3 c`i v v I �1116'APA OR TR1JSa BOTTOM CI•iORD: E'x1'L"3'IP W� A�'8 � IrICJOp'Trs WALLS ONLY IF NOTED ON TWE S'tiRiC'niRAL Pr-++►N- •-� _-_..____._ >14' I't_APt RODS AM NOT PERMITTRD INLY - TECO RATED SRA(%E TO FOlItI INTERIOR TiR)aa __. - RV•m-11N--�>�s1K15J NAIL 8•t:.ACW4 STUD. s RII TO DETAIL " w G'fUD . cfc.:.: t' « ! 1 «2 �} 2) o!'OENrhlt3b M aWe+aR WALL aEOMt� 1 SHEATHtMCs uV _ EACH E �' i STAIS,STRAP pM1 t0 TOP IE Yl/CU fol S!°F Zx4 T. 0 0 \A 1'AND SHORTER MAY APA OR TECO RATED w 04TWOR SEARING, IF SW OW4 ON TW FRAM M P'L AAL X JACKS, iNICx HOLD DOIINS PATI. FOR SIZE) NAILNG,- 4 SIDES •EACH STUD. '#r'`o/c 713 r. �,a�-' V 0 tUALLB$UiaNOR7 PUY1 IEEE FOLNDAT}ON I 6/12"o/e Od RVs a,�_1862..2xr2 ui!(12J NAILS 4112 <TJI2 P1TCWl+ TOE NAILS lR1Is'117 l24�x8 u,/i6)MAILS, E < 4A2 PPCCH 48"0%Q(�..13ix3. 0 t'sO5 OVER SPF STUD, T � WOOD Tte RDD 3p y i U O!` ATWINCs O E * SWE PER [4)1mD L(= USS? .. >1A2 1-i'rCH a+t'OVC . SPF 2x4 POST. Tia t4 � X � 71¢1186-TI CSCtCON Q� FLOOR WADS. FOCTWS(SCE TYPICAL WALL SECTION) F02 F02 3)WtTTW2 FOiR 8W°MAY DE SiipGTlTUTED WITH _ . ._ HPAtdDW2 tltaW �. A4LT SC �CED , TAI g TI2 R � E C1 �3rv4c IIS DE L STUD WALLS Wr N BRICK Vallow ALL EXTERIOR WALL SWEATHINS T1S 1 DETAIL s-r I oPTtoN s BRICK v> a GME>W l23 Roula aF imD SHALL.BE Ift APA RATED •... ar/CatALm.TIES w •J gyp BOTTOM I AT 6 ! J_._... _—, "s , " 1/2" • it-of 0 { i t@t _------ 1 � 1 I CNI r N TO WOOD I:RAME 5 _- I6"oJc} ZOKTAL.#32"o/c NA"•i2'o/a,STAiGGERED_ SFEATHtNE"ISIITi I OD MAILS 8 1` AND `` ,, WA4LFM�3LY DETAIL ." t-mtt 1 1 m � �� O.C.AT ALL PAWEL t �'T'EE _ " �.��1t-0" =I � 702 � Jd ,,- ' 4 J4 .� ISO.G.IN FIELD[TVP-U.NO tt � " [ , (2)WS OR 2)MSTAiS'8 a 1 f2)HE'S OR(2)M8TA19'8 r ai-ILATHMCs I-AMA I STi 1/a : i -0 V' 0 u v f u _ B tWOD'Tr # Zpty� I . �1 � � 7C 0 3/4 TVs PLYWOOD t PERPiNDIM.A .. NAIL aFIEJ1�11aINiCs 1O EtO�'tOr'I 1E 6•a8-o/c I"N EafJAL IMRrMI MIl3' F: (2).13*3-NALJWCe••t:A L6 tcFb01'1 REft'D iW 13tdItiD MAIL FM1aH IG STUGtJQ.:LLAF- Times,TOP CHIORD i1JDOP•Tit=Rte)FROM' ' - SOARD PER !LER TO HOR OR JAAC S ND. - To DE•4Ma Iii 111 dll s n/�tr AND DND NAV (iBJ16d NAlLa,MIN. E7EAM 9EG.IRED VIA WOOpn'tE IeDD # 702 WOOD # �� -' S1F'F POSY: T, 1 � } I SWEAR WALL EDC£NAiLN(a ��` USE 4B"STRAP,.i1.0• j I.;ORlTi wet 1 2x4 SPF n O aLOGKMCs 81'0!1 TRUSS WO(.7D•T!�iROD'I7'IROtiC''* CU H11"Tt6 W/fiBlfi•D (MAY t"JE ROTATt*D � Tt-St CEN�rrtS1l;,tNEGF BEAM WW ism'TO CONAL FLAt1C•L') 701 I (�t1 ,,() AF i L9 l STRAP ACROSS JOINTS IN SPECIFIED 4m•t2T'RAI-S CONT'Wx4(MAYE9E OMtiTED IF lU MSTAIB IS WED 3x3x1/8'WASHER t NUT. � � z - C1 >'JAND BOARD W/(IMTA24 IF LOOR DME HffAPM law (4JImd•KMCs W/(W led NAILS/END V StFliCtURAI I STUD-TO-MEADER. r' t "ROM alio rC-t0 DIOGK ACROSS EA rFutSa) -1 -4 -__ ___- - CJ V [NOT 1REfd � / r� �.�- `l CJ3 � GJ3 CJ: J5 J5 3 ; � � -� � O � NAIL SHEATW1M TO TOPE Woof,ono RbC>8) PLAN. E/LCH1 END SND -___ P'!=R REQ'D S W EACH PLY. }�w 6"o/c t tGMt tsDCsE APA OR TWO RATED BLOGKR sTa / � r"ji 1 �i s {� o vI 4',' ( ) FLOOR TRfJSB OR i-111678 TO LOITER SHEATia!<1Ca W/(W)ROW OF HpRrZotltAL 2x4 SPF>7 !J- _ �J UPPER.MOOR STUDS TO-E*AND X Q L " -4 ATTAG l 2ND FLOOR.STUDS TO TRra9- FLOOR STUDS OR LOWE#RFLOOR _ CTOR F� pF 1y1ND ad tlAlts 3"OJ AT TOP DI.oUKINCs BTu*t1QfJ4B 1. (� l2nx f/4 i 1 i 3 1232 -i!4' I ® n I V 9 1J- IST FLOOR BTUDR OR FLOOR E TO-STUD GONdE ATTACH . ff BEAM tW 4V L04SIW[48" F SEAM WTH�"LENGTH OF CSf6 SCHEDULE FOR SPACMG (MTI)E'S)AND E90'iSW V � — « f2)•2 EYP TOP IE 70+SDR /NAILER [ O LEEAIDEIR)NO SPH'S FLOOR I =1 DEPTH le IS, )OF GS STRAPPING-YI1JIOD CONIECTOR(SWEET STI) .r7 WOOD BEAM --a I 3--` 1 0 e g •32"O/G WI ctrl>m FASTt31 UV(2)ROM tinct f fiT1TERED ON FLOOR�78TL�'t 2x4+1 SPF NAILER I REWM ED W/UPLIFTS LP' . RoOF SWEAT+aA3Cs TRAPS «z W/MM ll2)Imd M WOOD+Tia RODS 4�/� / T I V S ____ Q� TO ImSO"/T CCE IF TRU66 /�}T i 1 0 # ; T I A T " imIDm' 2x4 8W>°Is n W1(33 10 Di>gND[ CId FLOOR SPF STUDS Lam,(UN,OJ M*.24 LAP �NTMI,ava = � � � � � � � C� � �-- SYSTEM)OR USE WOOD-T1s ALL JACKS TO HEADER+ JACK AND E Cs STWJt78,CALLOJTEA01 IUpLFM�x1C>EE0 ROM+6'O1G(4'O/C• a"STUDS, 18TAIB WK6JImD M �aim- � �TO Q TWE VERTICAL t w sp"Ef rRUSb ,2N :_ 11-�tt i NAiLS TO MT p1AtE [3l iROWt16 OF ItDd NAILS• Z Z Q W O IWCrERiOR WALLS). C:ONTMUE APA OR MOO RATED WEAVER,(6"d!1 JACK 8 HEADER,SEE a TTY THN6 OVER SFF STUDS u4 sttlE`mI SWEET. TRUSS Top CHORD % BLO KING.ADD(U MSTAW +- 8'OTC,STAGED AS -— O Z �� r t,FLAN cU In W_ d) `�7,i OF Sl W COLLI'*SfECIFiG4TrON SHED - W_ y ff IN aT}iy1CTURAL SHEET(61 OR •2 SYP PT BOTTOM WE a✓W444,6/8• VT'•x 4-I/l" i DOW WINDOW FAaTE R ADJACENt $TRAP YV(1)Imd181D•EA (` (!)ROW OF C NAILS 1 gF X i,EA PLY. t;� ( - . 823 3HROUGH FLOOIR SYSTEM TO 92`o/a OR WOOD•Tle RODS•6`o/a r .o EPDXIED1/8° OPTION f4MCas AND JACIGB tW(2) $PLIGE(COW.Wx4 MAYBE • 4"OIG STAGGERED,t I- • • V FoLmATION AND AM(u CSi6 UtA81!ElRb ole uioot7-Tie RODS• o ROWS OF Imd•a'O,C, / % %r s OMITTED IF lU TO BL !a USED � t/4°OFF�OF 2x6. V 82 3/1(p" - 1'-O" 6 g a Q t-- FLOOR » ♦ FASTEN ADJACENt KRA OF TWA*& � i�ilOMi S EA.TO BLOCK (r)ROW OF rod rWiNNAI3•b"O G - • __4 V ( � Y ACROSS RODS • ADJACIT ACROSS EA TRiSa) 87i4t3CD.1111THM 3/4.OF • 1 wasto- • _ V []� PER PL WDov+Tta u- a F a � � 0,(-N U c#� SYSTEM COR WOOD+Ttw RODS " 1"1 0 AS ,u/1'x2"xI/8" 4 oTERIM SHEAMIALLS ADD AA1G7 JAt�C.S Ytt(4)1®OIUb WOOD 7iE t137D / / It �TI CONT To FoUNDATIOW V28ft IN AT IED A OR V2"41<KXJD'T1s Er rF,ER 24-o/c SHIT Pliti Q8*d of Wmd •O`or• To KMG 6nM F_ACW SIDE / / C>!:F[TERJ.NE Wx4 �"- "�y� j/^" + J� uIAaWRoD •AT 32 o SHOT 1-118•24.0% CASE FLARi7 NAILS•IB"O/C OF OPENMG 2 61-m" • • 4 tC.��l CTURAL_FLAN p 1/16"APA OR TP_Go RAT87 + 2 112 _ • • ('� Z T 1D THAN v/C Bd NAiL S V A " ,,, f iF � z3 0- . w i8 o/a oPENMGB G}EATt`R SidE;4T'FiirYs W/i Ab S2 Q EA IR t6d CASE WARDS 1 /��O - 1 -!� M " 3is a PANEL meg. � 3 --� � OR ALL - �- ALL JACKS TO HOTTOM 6 AT 4O O,G-OR -titt�c . " # t/2" • O z CHECKED LAP • - -e•+_;. 4:• . . . • •, _ _ • •-. e.8HP4/6/8 PER JACK 1/4°!TAAGONS AT 32"O-C • . -• = vouaLE TOP a OF WALL • • ORa4f YES Q SCALE 3/16 FHO14 wt. `.•a •• b x 6 -VA4 x WL4 WWF a TIWSS-TO-)t"CONNECTOR .1 . a m MWN SCHODI E FOR 2" 1 5/8" CHEGKE© LAP OR F25ma"ESH . # /Stu O rY!'"t+[DTC A s MNML1 i 1/2 S OR SYP 2x5 1 � o � � •:.'*: • u�aTEl�RooF All� a1�,(SEE 3/26 "i9l DATE • BARKER g� Pal •2B� 7YP PaMDATION SC,a►L_E OE3 NO 1099 x/05 FOO1iNCs TO FEAR ON UNpIST1 D SOIL DETAILS) STlDB/SHEAR WALL y.__ u j E BUILT-1.110 COL 11"Ad ANCHOR BOLTS -� 1n S" OR S i 8- 2X4 PLATE HCsTB. UP TO 1h'-t ua" '"1 Sl�'IL OR S UI`1N *STALL BI,ItLT-UP GOLLIMN f " DATE SII�a/03 STRUCTURAL ENCxtNEERiNCs ---- AY i�tiSE:D M LEti f)F MONOLTFHIG FOOITNra. M 8111!_7-uP coLL�t S'r3�"RUAt.t. e�BTRIGTURAL pRAMpdG PLAri FOR IJI!"!B@R of PLIl:B. ' MASONRY UN1RY a"OF DOOR OPENINI M W9EARA1Cs " WtTtaM ,- „ • PLATE HCsTB.t,{P TO 20-"i AND T iW MIN 8d a JOP NO_ STANDARD TRUSSES i3Y BUILDERS FIRST SOURCE. SG2F'T'. 3 (IF WED)itJlTlial a ot=aEaeN1G WALL Eros r14CIt OF TSS f° EE1- WALLS. SEE TYPICAL CO140111 E�FOR REWor, S AND Dlh1EMLStINNCs of FooTNGf3 • PLATE 1.1C'1TS.LIP TO 1 118 FASTEN R C, sHEaTHMCs-to-PO'3 IrF"�\ 1"Il T I. - . �. STI (Q ' 1+611 TALL) AT SHE . UlALL3 >2"o/C OR CsYPai!'I-to-Past tw MIN sd'a w 4"o/c SOFT. DETAILS „ ,_ „ " • T C CTI N5 END zONE PREsSIaREsWROMM Y g_ M PeF COMPONENTS,4 CLADDMrs PIRBSUi"(M!°51=1 FOR GARAGE DopRs WiTH oWta s STC TYPICAL QI:''Et�t 1� F '�A ��.�A._L U 112 1 0 1"It�LT i PLE �'L �'OS C�l>`IE O END-ZONE coM#�NEN T1' iCA WA4 5 GTiON1. , tt •�" �+TO , " JAC.+c..Tf,Z„tKMr 5'tL1D COMIPONElITa#cLADDMG PFtEea1lRte NEGATIVE.iDaGEPi AS NOTED) I�u 1 I”�'7 " - �� i >< � „ .,4�au:\;IWc1111+r€,tr16//� CLADDING-� >�£SSLti�S APPLY 571 L P L 1/2 • l 0x TO WINDOWS # DOORS IN Lawrence A.Paine,PE - „ ,- " TOP PLATE MAY BE s `:�,"ii,,, 11J•D ZONES INTERIOR-TONES TH.r F»T)OF Doc1R NTO 7rOt�E 112 1 -0 ��..�,C , �uP ro Ws Nro AN t�7 zolE:.r .. 1/2 1 0 ... T IF 1�ORC.H BEAM la NOTCHED TO ALLOW PORCH . To STUD Faoa �� •�,: A� ��.� [� - PRireaL� X HKrtNLICrtHTED AREAS - T`i'P. ACk11T INTO Tilt ROD At7J To�LET M iv ft1�JO17 YJEAt"i �'r � � 4`t 59.9 4"L6 80.Z d' D"x�` e•a TRUSS BOTTOM GWIOiQD MAY ONAL LUIBER(2x8,2xlm,2x12,ETC) CI)WOpD-CIE FA'7D TH#,4T(U _ -2RJ sF �,(,+)1�EG.(-)Pds.[+�t�Ca.(-) DIOR slxa t 3 4 s Professional Engineer CGNVETI'i1 Fg WALL TTuW(Jt7D"TieARcharingRadSysmi„tatofvalicattYotitnted'Ji matr�er AsoT>>zeaaoit�roas \� �. :�1FI�q'' ..�, �r�� +� �1 THE X DIMENSION ILLUSTRATE ! » s i 56.8 46.1 491 Wrn W EttHtER SIDE OF POST IF t-IRCM ADDED At All with an _ ZID-'3D of 46a HOUSE WHERE Is FOLtou>�D a� .•'� License No.2147 BE SRAOED ADJ.AGENt.tO EA(3Wt 2x4 n SPF Pta6T D>=T'A1L TO rdE THE PO ETCJ WALL seaumd to Ilia Bsmdadon vsa sa ambedasert ofssotless 16ae a-1/4 into 2,300pss c � � '�J OR ! LVL a S6'-m”x 1`-m"# _ _ g -46.2 -46� +4Z.1 CORNER OF �! �' ® -4"15 -481 489 49� �Z +,43. THE 1x4 METHOD Li!•IBER CSL, OF POIRGi! ttl-EIQE EXt»iOR o-TTic , _ To 1:ACH1 aD>r TION$ nr two-putaP"xr 46.8+ wR SGC.Dcx)Rb 458 -43:'2 45. THE MEASUREMENT OFF THE BLOOKM METHOD. F-11WER mums REAM 70 Slk'I-OFitT TDF'1L R16r8 81=tUEEN t01°tARALLEL 118 dmtanca of Z"Cr when?a6 5amin$is wed)and aocu�ed wiG Simpsoa Acx91t piJATE AND •Tia adeei'two• w;th«iwaorbighet'aawwabiatea�abnlasdsfa•�aiden6eaisPPi;eationtwopstepoxY• - - � O� THE Builders i~1rstSource -- METHOD a AOE N ADI7ITIor1,n)WopD PAY TWE aEE TRUSS):NCR �R MAX us Coda rod segments conptad togetisu,c,dminste disoctty 8se top ptaWe � 1475 * '5O-�f f 4 2-1 a✓W� 43� L GR DSL CUOOR16 (NOT INT-ZONE) DEF@ID ON tAlIEO ROOF/Fe-Cts a ' to comic •# DOES NOT NOTCHED SE !19 MW mda, sms ant ETHG z TO 3m' xcwE P1RrEEL1 3 MAY ME TROD SHOULD D _ Mt D1 HOUSE END-ZONE EDW OR 3•SGC-rti SUPPORTED NCs-3E'E P�CW'I 19E�OM v'aitical " ROOF SHEATHNG DI ENSiON o%aPAGtNts OF 1lRAG egg the T A STEM-WALL >10aLt�f � 4Z.t � 421 451 of Jacksonville OVER1iAN{s OF t"011oCi•�I vvidt a 3"x3"zl. � or 118"thiels sled wasiror Sad Out who*it revuaa Plades_agenwt FLAN T ATE PIdDUtt?EL7 TO£ACHE 310E 08a Md hlAlLMCs t'1=12 t7!-t"1. as aboat 2i!b•@ of , DooRB ttlT'H ESOt+t L'�!DGM AN ts..F'JD ZONE MST ikE�-�' GA Number 00008494 }�"' FFaoM c�tAaLe CTYP1 PRESSURES SHOULD BE USED. Wi1JB�.'9t FOR aDarrloNAl-TRISG �4ROLt1D iF THE SAM 115 J. I � . r3RJtiGA1Ge a1FOIq'iATk7Pi k& TOTAL ti» STEAM AND[UMSTA24 1Lemtehoeldbe,,aIk, utdtlthewaet,erstso ti Chastigldcstesza tca ofdefaysaa ( STATE 01" r+ W # "a-tI4 UNI 66 NOTED ON THE SHK�UID P!E ATTACWED TO ZzF NO.Z SYP 2x CONT.TO Time$ 2 targws} Atw[ rawaits,ase WOQDsTierodahouldbeitrstaFledateaahcomeapost- sideaftl,ep�t o :,`• :.;�4''` PAD FOOTINGS L 'TO 3m"x3PJ" 3FaOtiJrl AT THE FOUNDATION-EDGE MAY H€ OMITTED IF A STEM-WALL PC>ufiRAT10N IS tJBED IN LiEU OF A MONOLlT1�11C FOi1NDATiON PAI?FOOtN�iCYB LARCsi✓R TF4FW NOT AN 30 INATION.°9U�1.E33 8F'lt1IFlGAL LY NdIED AS SUGN. 331x3" -MATCH aTRUCTURAt-SWEET at. (U SIDE OF EAG!COIF Etow , TOP PLATE UV D"and at tach side ofthe opeaieB.At interior �-r .� 11 _ _ 011 THE JOINT stuw}dhaveone WOO Ply tS' •• �, �- 11 U4 MAX EDGENAILN1Cs BPAC*t3 of (lpNTETeED 4 n SPF with me ave,lappivg npperavoat top Plate-Sad at not:more tlssn six feet on eederthese6a �y ,�ORIp,�1,'.= AT10N.ADDiTIOhiAI_L Y,WHEN A F'AP 1'OOTMiCs t8 REGll31fi�D WITFF A l3TEl't trt4L.L FOUNDATION CCE 3E)"x3ID") IT NSD ONLY PLACED EFTi-1ER QELOW-GRADE FOOT MCs OR 1N Ti4E Sl AB. \1, 7tQliSa T}•1NIfs bt4 STP CONT t�?itICMG r-EDGER wa1L�,oaa WOOD ie d be iastaded at each comer Past-on dta side a£fLe poet wsth the �i{� •S�• � �ti �NPLAN NOTES GONNIr{•T#ON.g BOTTOM CHORD OF CLIP To 2X12) g}EA}�WAt A.SNE,4 (EiTHEIR b"o/c OR 3"0%). rt/rl3 rmct ro F-,a'r'RUas, "'J -r;, Q`NAI.. ,��:•� SZB !4)331 X 3" m,� upQer moai top folate-and at mt a>ooe tbaa foar feet ou seater r AMfian*,it sfiha �'`ffi fill i! s I lli\;:`'�` LE ND DO NOT Sl•L.ICE-OVRR-Ai' T TO EACH TO hatd•d�ov,rag a iPppDa�7e,� [dbeptacodateabeadofoachsiwarwaSc' WpOD•T1e #) $EE 51-IEETS 371 AND avTa AOR ADDtT#OVAL STRt.fGTUR41 NOTEv AND cONNECTO�' 1"''1ETI""�OD OF ATTA�{"�M� *STA SERIES STRAPS CANNOT ESE TWISTED. JORm Mw ew Times 56 NAIL!°DBT 91fA ottsar per, ZPIOIRCHF HEADER ard'ad-1lsr+g Jess sot oaisriiassilft a,,sera,,V,&S_For tssaslM wal4,wap,Mw 11'bids.or �J�t'Ii=ET SWEATWi TRUSS CLOSEST TO a sho,ddbeasedio FROM Tt-i(S PROJECT SA3ED ON THE FOLLt�illlNCx: NON-LOAD �91tG WCL$ pETAiL3 MSTAI$ Ci4) it2Jd COmmt7t!18/TOtal. THEY MAY 33E APPLIED FLAT AND/OR $ENT " ulr[utRDWCF Times, " �otbeaapQdicatiaaswhaaaeiaRla, 1Odea[sbeta'0d' CO1 - ••��pis. NOTE THAT CERTAIN WOODiTiE RODS MAY $E Di'LETED GALL-OI.tT WALL uv 1116 APA DR T-2" SYf'TOP iE • • MEMElgR- (3)131x3 toesealaacattlnttoepeefiomtopPiatato •T11s ROD INSTALLATION. WALLS THAT 1-IAVE'$ECOME LOAD BEARINCx OR EX#3TlNCT 2) axb-i / Z HE 2) THf.S ORA11J#NGI GOrfTAMS $PEGiFIG tiJFOl�f"IATIOht, 1NC�L.UDINCx BUT NOT MSTAa C!6) i@d Gom1r}prta/Tota1. TO C:ONFOR!'T/ACGOI'�'10DATE REQW�DtHTl RICK n 131x3«NAILS 2 two ar,vasa pieces of and Wgerier « SHEET THNCs rw lild•�" TED SHED T NOT BE TECO FCA o� U�tul.�i MAILS+ � ,vim a wose-secfloval Oma of Sot tees mai.2a st}rare inches,ideapy lig. bas x THAT ARE NOTA 31-3E AR-WALL DO NOT #�t;d.l#RE WOOD " F'ol®cHItsEAM. ,Fwtrdbatow-catboneted a #NCz MUST HAVE WOOD Tte RODS INSTALLED AS FOLLOWS= NLiMBER OF iC#NC-t 3TUD5 EAG1••I $IDE OF OPENING; LIMITED TO A1aG!-tiTEGTURAL. ELEMENTS AND DtMEN`310N5, THAT #S APPLICATIONS BUT THEY 1'1tlS N 00 AT ALL $AND 12 OCG.* VVI SOFFIT 314 APA 0 em BOTTOM EACH THE HELD -BLOCK ALL tDWS ON 11/IS,".Each rod moaldbetlucadodnatleestlun'h"i�a�000rRa�metiRO1Dd"�'�COm'et LOAD SEARING, WALLS WiTH ADD#TIOMAL LOAD MST48 C48) lOdxl-#/2"!t'ota . TWISTED, USE MTS- a" �5 �R{ES "TWISTED t31i'MYs s/6 g•�.�gAL G•bR� TRWa OR �� „,ds„ti ..,aetopta�aatmamt�� '�O� , NUMBER OF JACK STUDS EACH SIDE OF OPENING. PROVIDED t3''s' OTHERS. BUILDERS FIRST SOLtRG£ OF J,�►t=K�50'NVILLE, #NG �� Ca8) Sd or l22) 10d Gomtnorra/TatBL SAPS” AT Ai'''PL#GAT#ONS tlJ!•fERE TWISTED 5 n LI NAIL PATTERIN SPECIFIED oat 6D aWEE;:t sr FOR. D L.E»�te SIZE OF t-FADER MATERIAL DESIGN CENTER C�SDC) IS NOT R'ir�I51BL£ FOR THE AGCt.tRAG'f OF SPH4/h/S ({2) lfddxl-llZ". ._.-- FOR SW G•SW Bd..t:llw SW AND S ONLY. EDW OF 2x NEED Nor BE TO 1x4 NAILER s/(W)10d OR led TYJ� MINK L!•i gam" SEE 171=1AIL AID FOR STUD FtEKaWirS ON SWT BALL NNLER OPPOSiTE BLOGKMG. At ueomor wwAK APA a TBC()sited sheallsis>g,as SJt). o d b*VI sisadd ba sppliad to tDP mud iiso # ss TEN soFFlr ACMCs Raaup�•�'ITa• OOF T SSU (FT fr.>> UJOOD Tie RODt S) EXTERIOR FAS • 67117 SI 6"do into Cha �� TOLERANCE NtJMSER OF PLIES IN t-iEADER Tl-#•l5 INFORMATION PROVIDED B1' ANY OTHER B�OURIGE_ STRAP'S ARE �QU#�D. M�U&4 IW EX E OF TOP II! !A>i OIG VER 16 t IA SIDE,oR aaditiovai tow of8d Hasa(6d wkltxaNi-Pa�t).,tratia ba plaaad I tuP la � � �7- L 8 W"J18C wap An � ' O/C (EXTERIOR). SHOULD NOT OR 6 OTHERWISE FASCIA OTWE 2x F m (INTERIOR) OR 3 RIOTED 3) ALL I�EQ'D BEARlNCx LENCsTH3 SHOWN Ohl TJ-SEAM SOFTWARE OUTPUT MTSia Ci4) 10d Gom1»taris or l0dx!-1/a"!Tota . o MTL FASCIA n4ML " MA FASTEN CHANNELTO ruuu•�-. ROP(S) 4 0/G t3J33bC3" a,remnlrmadattiontoat�yott,or>�oaa>?�� 0'�''�1oma�`' ST I �� -10®0 NTS20 Cao) t0d Go1►nrFonG or C2�F) iOdxi-i/1"/Tota . SOFFIT TO 2x a tDM3 OR MASGNARY w/ T 0.4. Cho R'UOD+IYe.tsscborJ"gRadsarouxdtoa)semettoadopi>Se.b)imst � ADJACENT TO TRUSS. �� 3'-0" OVERRIDE ALL. EXTERIOR HEADERS (2J2tat�-iR IA+ILES HAVE BEEN C.C?N�3'iDE#�D iN T#4E DE51f�1 OF TNf.°J STRE.ICTURE T4-IROUCsI-1 A �� rlAx•6"o%. toe►1aILa+ Atexxeiorwauappiicatiar�whma Cathawatl),awidfd[+�hibrrealaanwap #9001-aPJi6� ADD (1) ROD ADJ 3'-0" l DESIGN @EAR#N�Cx VALUE ADJUSTMENT AND/OR THE ADDITION OF $EARINCs L�xT1 (t4) 1i6d Sit'tkrst'SlEt1Cl^i to Trues and Stud Gatuml1.. T O APPI FA67ETEIRS }y9_ EACH ovastwitin mometue,c)mast bleed wind ieadtag(PatPa�uda< ANo„t ehearcomrx"otaaremgt�sad•T►ainteavedia+ss�ar of CONSULT DESIGN CENTER � �"""� • (2.T2x�-Vr t,�lLE35 NOTED OTHERWISE ant aoe t AATER AI°I-V'D GUIDELINES?Y ro�t� To " #� CxRE NE A ER MAY $E USED �•��- ar r*NAT04a nor n•setNc+}1i TOP PLATE toads(*=m to the welt); X20 INTERIOR WOOD T#£ ALL INTERIOR 1-FADERS 1"tCxT CO2) 10d C:ommvlla to Wood Member - 5/S" diameter or Larger Threaded Rod per Accompany n FASTS• " •siadnt tr+olaai K raC O1A etd�GWd " STUD P y - 2x4 n SPF PORT 2x4 n GMF MAX 6-oda t,aYtteua�atcal+aRtenatan+ttm�""'n'- ,�,,,---",a�.�•..��+ala r�T PER PLYOF> i�t�oFe �� TOPPt.arE �„�.�o;,��mamatarxai%"�,baa�eata„eadedrap�eamaaers�"dramae�xa CsUIDEL 9�92O�RL.Y RATED OF'£N ti�8 TRUSS H£ D Note on Page S#. # #cnarw:ax o watllaat.�t gscmma °s A • OF EXTERIOR e�edisert Powem Fa ft=Bb -Ttp Wedpaohs,Wuftd ai oraear pobo wooD�he OUT!.iNED (61-FA'rHt11r: tsowc F CONYl9 t11ONAi-LiJ'IDER 2piy 2x4 24'OIG 8"fiom two aocbar�or'/•”dFsnator x 1'Y." 6WEAIasIALt. cat.Iv t,s WALL. c,uesnoaeth.n# > WOODnTce ROD LOCATION. DES#CaN LOADS in �/l /� "�' , „ ,_ n BELOW IN LIEU Of= SPECiFIIrD t-tEAD£R �T-a/3 5!8" diameter or Larger Threaded Rod per Accoinparxlirtg Note an Page 5i. oRa Fl=R PLAN taNmtt fvsreruii tlottttla w�acwt:._ie+►tKxt +1 SMF PORT PER PIY GiP POIHI �RO`6' x 154"embedoeeatPowa'x >T , O/\i1`-t IX 2 -0 a 0 - e 1,1NECT tom• diameter ..�cbsasstou• r or.163" a > � oft a- �Lx,IMlBt�a. utnbedmast TapCas avchom t lJs� ttsm 32"from in!' � •-------r DEJI�II:oR aR • aoeatemaso � ANY HEADER MAY SE REPLACED WITt-i ONE OF GREATER DEPTt-I �T_q. 5/8" diameter or Larger T�Irsadad Rod per Aeeorr�anyirig Note on Page - " tw,ta�t�ovc++ u,at+irW'eit.a•x►•il�Ta t� atar� be#wem WooDnTte�l„cl,b.r,��,batta � X A. Ci$aVITY L4AD3. ■'IPSF $• ��.�0�� HTTib C#S) 1bd Slt'i�r'a to Wood Member - 5/8" dimr�ater or Larger 't'hre�Ided R,od pew• Accompat•ryt+'Ig rx ,�.t T(Lt6 1JEt #r coaa,Es w n>'teta> CME OOrIGtI Of tt!aDt NOK atolls trttW Kang At. yyy 1, I d two g d drsd-P� lit� Twat a!E At 1At,ItB!tea Im t iaZ Z4�t'klu two andsos eosvbra,tions or 16d ease hard mils at not ma a W,as ti"o!c M CME#iLYJA1KN al�ttslcfic„a Ar#octattio t111it Ateachaidaof>hagsmplatejoirt.ffiramof��i° " ""° o" 'nd1C ia?ODS LOCATION ARE FOR DEMONSTRATION PI ES ONLI' AND DD NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED Note on Pzige.�it. nl�alera. toaeesl,eme aamdprea�oatladnotealmwam�>.Ttiem°o-Pi�i� C4-Q)" INTER#OR �0'-0" EXTERIOR) SHOULD HE i"OLLOWED. IN ADDITION, RODS SOLD BE LOCATED AT �Jw 3#-tEARWALL SECKMENT - REFER TO DETAIL i+/$Tl AND/OR D/3Ti. ROOF 1-DAD T(7P G�-LL WIND LO T'A txecadmsP�'�►�'bevaed � OTHERWISE PROPER O/C SPACtNC's �QT GHORD_t-L=10P3F DL+5PSF SEISMIC ZONE - t HT.I.aa (32) 16d Stt�Mcsr'rJ to Wood Member - 5/8" dimaeter or Larger Threaderd Rod per Accompanying- t^t;tll iTINU0U8 WOOD t3 f da ws-sAosdd be Wcatedwittnn6"ofths joivt ` �'T�'7°1t1"USINIS N Tisa LOCiC.r�N Thetypiaatmaxim�►ailowabtatr�roaioadfare uertis3,s;'sitatbtotiorioc --42,"Mat COWERS, PLATE WEIGHT GH.MKsE5 AND AT EAG#-i END OF EACH SHEAR WALL (UNLESS REPLACED WiTi-1 APPROVED HOLD-DOUiA�tS PER APpROXt}�iATE WOOL7•Tie LCJGAT#ON FLOOR LOAD DL-15 C,ONY@1Tlm i_ TIED D 113,lei 8le >)Vla a 3"cdge dislanco ie veadwiffi 2x6 fisaig,�W009 Note Oil tea Sl. NOTs. /► �+ 1 s„hq,i„gallodsde,igad DETAIL E/3Ti). RODS SHOIIJPI IN C:C7 1ER,5 MAY BE LOCATED TO EITHER 3II�E (WITH#N 4") OF PROPERLY CON3TRUGTED CORNER POST ORX SEE I}tOpp-Tte SaTG7taN LL-40 PSF - 04 Wood4 r V iAn IIi Bu��e�,S� �, $7,4'Wrk - THiS bliEltloR SI-TEAR W,4t.L OETAiL 0&�tV,VBD FOR WE *AREAS W�THE E219 —H 15EAM TO �7T�D SWEAR;WALL fWNS PARALLEL To THE TRUSSES. no r8 AN ALMO AMVE TO •�• '"� ROOF TO TWE G!87RUc-'TtiRAL SWEET iwOR S r1 axpstwr ocatsons, TO THE POi®CH DEAJ•I C:OhtNECTrOPr ' a sv aTtawsbta temsiarr bad Bon each reit msy be incieasod to 3,499#at extesialocarioas OTHER SOLID FRAM#NCx_ �,r1,Ulr8!?,Y?ei'' a � � ulder AlCtt)'YZOt + TE INE I • � � s �tdeOOD ' TH1E PLA TA „ k'lBu Fi?AMMGi ABI,iE u1A TJETA�B �• .•� � u! �FirstSource°r L��YV GONTI1lrMCs SHEAR tuALr.. Cx /471 �7 Stl LL 1r/� ____1. U2 = 1 -® _ - s � s Bu��de • 5� r� '!Bull wckdowk cl � O �� A T n „ c Tl�ls� Std �� '. � L �rd�i v �,urv �r �� Bu1�C�erS ,FtrstSourCe INTERIOR F i 571 " - FRrstSource Y" ,�VYt� �/a . 1 -0 F�rstsource Y' STl A T112" • 1 -0 ,FirstSource " i klBullderswood,--11 FirstSource Rre„/ P 1/4" = 1 -0 - . .- I ,S&E� I Tlo4l$ DOCUMENT IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR OTHERS FOR CON- �TRUCTU; L GENESAL L NOTES - STOP LATH AND SEE STI FOR VERTICAL WALL GOPeVEGTtoNt STR'UCTtON OF PROJECT STUCCO CO1�IE AS TITLED 133ELOW. BEAD 1" 13EI.01T1 4" CON C SLAB W/&X6X10/10 WWF INt=ORMATION DERIVED STOP LATH AND SIE£ STI FOR VERTICAL WALL GONNEe':TIO C FINISHED FL OVER 6 MIL VAPOR.CARRIER OYER FROM T�•.!I$ INSTRUMENT FENT QWEAF 4" GONG SLAB W/6X6XI0/V UALF SLOPE 3/4" 'X 12" STUCCO CORIIER CLEAN,WELL GOMfi',4GTED,TREATED FILL _ 20PJ1 FLORIDA BUILDING CODE (PSC) OVER 6 MIL VAPOR BARRIER OVER AT GARAGE c DOOR BEAD V BELOW 4" GONG SLAPS W/ bXG X10/10 WWF MAY I USED ri,inq,��- CAN ER WORKS UNLESS ASCE LOR CLEAN.IAIFI I C MPACTED,TREATED FI EXP.JOINT FINISHED FL. OVER b MIL VAPOR BARRIER OVER AS E�R1G1C L _ _ 15Y +�� CLEAN L COMPACT',TREATED FiLL SL �R,q A4C-SIN EfR WI HO THE .�_?�,��-- -,1,._Y___�_� __________ �! (I)�4 REBAR G4NT.� HBAI'?t:t�a ENG•sfNEER WITHOUT 199'I NDS VARIES -.. " + 4" CONIC SLAB W16X6XICAO WWF c0 SLOPE __ DME NS11"Atm s t Ii`FRIrKxEi''1ENT OF LEGAL t- i=.= MIN.DISTANCES, , i 4 t STORY DIMENiSiONfS ARE '-►�j - —i— OVER.6 MIs. VAPOR HARRIER OVER C%VADE t� i i =I " I t RICsNT3. A� d _ -Jill € AN COMPAGtED cq a?i I f {i b" 2 STORY _- !I I 1=i!!i CLEAN WELL COMPACTED TIE TED FILL �- [ .'s,.. €� ��-••- � MIN.DIBTAidCE8 A,0661is void after two years from original date of issue,unless updated to acceptable codes and practices at that time I I ,!I Ir[ _ I( i , i __I= _ ;��,,.�- -�-- - ---.-�==-_ - - __ €l DESCRIPTION gn _ .r.�. _ __ '.- :"` ap � j BAND FILL -- - -I f i t----��I=1!!1= =; {- I{I I,�.,I�i I-=i!I i .� • • • r — �� 1 sTORl'W/ 2 OR LESS GOl.l�s, &,00 not scales. Use dimensions from the architectural plan_ Notify engineer^ immesdTateiy ff dtacrepancfes are found between plane. �STEMUAALL SOLD OR USE W$(W"FrNG t �- = = =1 1=II,{� I I=11 ' -lllillil a I C.AII details shalt be in accordance with instructions from manufacturer or designer. —i�! I�I � � � ^ _ 2�DONT. - l-STORY � + � .. lliAll t ora short shall be the responsibility of the contractor_ —I — I -I 12 5 OR(3r4 CONT.- 2-STORY I iI� €= . =1 =6 MIL VAPOR BARRIER /O BRICK l=— , € lTYP.VERTICAL REA�FORGEAFTEh - DOEIELS 2 "9 _ (,' -' ' ' =i(I ALL DOWELS +TOP t 130'1 TOM,EMBED _ 16 a GOA # 48•o1c T4�AFTER - SEND 11- / ( '{� €#'—i� MMii�nri b" irrro i�ara� nz" a�To:✓LA>� 3 i 1 STORY "j —I — -(ice croNr. I - ----I I� 20° � 12" _..-_—_ ,€----= L3�I� F�E�� 8 3 8 ' [CAR= ALL CELLS W/RE q Sir- A,ThiB design has been completed in accordance with pertinent standards,recommerxied design soft parameters, and accepted I-`I r I !I I�I!I! I! IMAXSTEMWALL HEIGHT t in design ocadures, and Is based on the best information available at the time of completlon. The design is Intended 2 STORY w/o famBFKiz"waw of AA oi¢(LE corer. S WALLS I C5 i sTd�1' e"9+''�' 9 9^ (�' uv esncK say"iii$ liNtcl.LDAVCs Li�AGSl uu l3r4 ole lzrs Go1,R8ES HIGH REQUIRE w�l�GG taxa•uLr�xr;OR�zrs cors. to minimize¢ differential movement results from the heaving of esxpansive soil or sesttiing of subsurface soils. It must be recognized ADDITIONAL ANALYSIS 1 2 614M ��13�°R Ezn eaKs. ►� TURNED DOWN EDGE 2 w that foundation c4mPonerits will undergo movement. Any subsequent owners shall be appraised of the soil condition and advised to0 Iwo i�istcrc " U E W cars OR WS coniT � iJUlp zm"xta wr t3re ole�zrb cora maintain good practices in the future with regard to surface and Subsurface drainage, framing of Partitions shaves floor slabs,and 1� � � �� INSTEP �D� ew 119110M 24" tn>"taacLLu�rti�l..t�c+a/iw part ore(3)15ruv teetexc za"xse�wr tar¢ot¢[3ls COHr Finish work above the floor slabs, sato. TYPICAL T�r'PI CAS. FOUNDATION DETAIL i TYPICAL FOUNDATION DETAIL 1L000tgn has been based on a non-expansive soil with an allowable soil bearing capacity of 28000.0. Active EFP= 30 pcf (level badcstope)- C,Badcfill adjacent to foundation walls shall not be placed until the wails have sufficient strength and have bean and,10red to the floor agetem above or adequately braced to prevent damage to the wall. d.Refer to the Geotect"Icat Englneer's report for all soil requ>rmM" for tit's site. SEE STI FOR VERTICAL WALL CONNECTION. IL All foundation pads shaft be formed to proper dimensions as indicated on the drawings and cesnteresd on column or wail. ,I," CONG SLAB W/ 6X6X>0/10 WWF Pl The location of foundation ,jogs, steps and top of wall elevations and cormeections are critical to foundation performance. These items 4R ; r MAX.2 LAB, LESares Shown on the tans but ma change during the solus! coristruetiofl. As a result,this design can not address proper foundation OVER b MEL VAPOR BARRIER OILIER 4" CON C SLAB W/ 0(&XI0/10 Il WF 5 1/2"WiM CONC_SILL TOP AT MAIN ABOVE SLAB LEVEL. °,SEE Sfii FOR VERTICAL •y CLEAR WELL CA'fPACTED,TERMITE OVER 6 MIL VAPOR BARRIER OVER WALL ONT. N S LIBuilers configuration uniessa stated speciftcallcJ on the drawings. TREATED FILL CLEAN,WELL COMPACTED,TREA FILLSTOP LATH Sl-AB LEVEL.TOP TO GARAGE FLOOR (i q CANT. 1N SpLiD CsROl3Tl*D jcf�STUCCO COVARIES*MAX 5 i/2" (WEW%1 TT6 EXCEEDING U-15LOCK COURSEFirstS�uroe BEAT? i" BEWIDTH REGI ADDITIONAL ANALYSIS)�T FINISHED Ft TYPICAL SLAI<3tC-mfr` V I g �.,_, - _--_ —_ 7t =T4" GONG SLAB W/6xbxi0li0 lWF OfJacksonv �e - OVER 6 MIL VAPOR BARRIER OVERA,Detatt relnforcetrmernt ifl accordance with ACl 315-5>z► (Revised 1988),Destalltflg Manual.Mintmun concreeta cover far retflForcement _ _ IGLEAN, LL COMPACTI=D,TREATED FILL: REI� =-- - REI aefollows_ iTT= , -- h T1tL VAflOR SARRtERSl>gl'1Cr@tr#t@!' f1C, shall beas �Efi= I Mi SL g " _I I!=1,1 = 1i(i=1!,I III{= III1=Illi lil#- li=(11f=; !► !til �� -i�,-, 1 1)Concrete cast against earth 3 _ 2l Formed concrete sed to earth or weather t-1/2" j i( j(I— , TYPICAL FOOTiNCrt - SEE U8T2 fiORj� �pps81/B�t �S�YC� exposed i '� �illl--- {'I;i€il=sllll!�i li i- CLEAN ---t:t�=rill=tl! i:- - 3) Interior stabs walls 3/411 •',{,= l�I $�I C1)'4'CONT. SAND FILL i SIZE INFO!lc;'C1 Nfi J8G�C80!'tYi�feS, Florida ILMinTmum compressive design strength of concrete used for foundatlons and slabs shall be 26M p0 e. 28 days. _I!!t-1!{I_ i I I i— i r I=1! I!€I-=1 I I! • • 32244 tnforct stile! shaft conform to ASTM A PI5, rade 40. C,Re: g !III=1i!i-1I!I -1iIi=ILII - _ reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bars shall be used. —€ [ f p.Lon itudirra 1.ret i+'ig —;�i I— � • , •- .• �I f� Ta! 904:1-t2-61@0 9 ''g Minimum la of reinforcing shall be 40 bar diameters, but not less than 20". TYPtGAL FOUNDATION 'i— ( - ?I!11= Fax 90�. 1�- 83J p IL All concrete operations, Including but flat limited to mix design,mixing, transporting,placing, relnforcwg detailing and placing, curing, STEP DOWN trW,161ON8 ' 1 is and application of AGl 301-84 (85), 'Specifications for Structural Concrete". wi v and testing shall be done in accordance with the requirements pp Spm ,. lI NON-LOAD C:3EARINC� .� TURNED DOWN EDGE 2 FOUNDATION AT GARAGE 2 FOUND�4TION AT C��'SeR�E A.Framing lumbar shall be as follows or better: 2 x Rafters/Beame/Jotate 02 SYP M6 M.C. [-Joists Provided by TrusJoiat, or equtvalerrrt_ 4" CONC SLA15 W/&X6Xl0/f0 QUF Engineered Seams Provided bg TrusJoist,or equivalent. OVER 6 MIL VAPOR BARRIER OVER Plates "2 SYP M% MZ. GLEAN,WELL C011PACTED,TERMITE 1 1/2" AP SLAB RECESS SLAB 3/4" FOR Studs 02 SPF t M.C. - T Ica! - !kilos Hoisted Otherwise TREATED FILL 2n l-LEADER BLOCK OR 1 I/2" DEPT14-K2LI7 FORMED i CAST ® DEPTH = STUD + 1 1/4" (FROM Stud Grade SPF 1°J% M.G. (2x4 up to V-1 1/811,one story residence oniy except partially enclosed structures) STEP DOWN DL(tSlpE FADE OF T3LOGIV ,,,All nails Shalt be type 'Cpmome unless noted otherwise. Options to using common nails are as follows:. RECESS SLAB 314" FOR Se,'sD 12d-I0d-0_i3Vx3" Gun Nails VARIES =-^--`--�- __ 4"CONC SLAB WV 6X&XIVA0 OVER YER !t = I ed=0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o% spacing is reduced by 1/3. I.E.: 8d .s b"/l2"oto become � _ _ ^r -^_` OVER 6 MIL VAPOR.CARRIER ! TYP SLAB -r-,-z __ f_s y' _ FILL I illi=11t - TVP. SLAB Cd-if'AGTI*U, TED 4"9911x2 1/411 a 4"/8"o/c.) - ---____-- � CLEAN„ LL TRE'a` I— i f Florida (td Code ASCE -- _ - {;€I-----i I I I�1 I=1►i i= CrWhere not otherwise sitauRs on plans, all nailing or screwing shat! be as indicated in the currentl5u ieg 1-98, � �---' - �"- --'� �-` �-= '�= IT,,�!' �i I�I�'I!!I= s _�[• ,• - ,—_ �- _, , =1111;;—,Ilii;11111 1sl!f--llli�llil and/or 139, ND _ - _ {: ff E j —I i I - ' ____ I I t _" -!. ,t--- !III i ILII=!111-- CLEAN COMPACIEDiGAL FOOrlNKs - SEE 1/ST2 FOR referenced shoves All aitsathi must be nailed or screwed 4 adhesive SHALL NOT be used in place of natlirrg: -1 ! =� _ I- I I I-1 I I - f,. i l.� ttAL FCX7.TWCs. SAND FILL, _�'`I iT':: l!!! i_ -- Sly �,Meta t connectors to be provided by :SIMPSONI.Alternate correctors w/ equiva lent or higher allowables loads may hes used in lieu of !!—�(I i— '' — _ ,i�— i t I - ,, SEE i/8TZ i I1- : its _ _— =!III I(!! II1TI�lIR�I ew-ORCEMENT : IIIi Mill lied components. xJe4 CONT_ - i-STORY thed with min -1/»" OSB.with Sd a 6" o c.al panel edgers, 12" o c. in ,field (S" with partially enclosed ►;{ I I I II =� I-M I 1 f( _I I —lz,� OR(�, CONT.FOR j I 1 !III ' ■.,All exterior walls to be shoe Ong I 111,=I I,— ' tan I i i12-STORT ` I ( I — structure s), except as noted on structuralp — - — R E insered onete (trusses, l- oist,etc.)shalt be installed per manufacturers specifications E direr tics. 1 $*per i I � � • TYPICAL FOUNDATION i • • t — n9 s _ o .and " _III,- —Ii �(j� ^_i_! IiI� € i�� = L 6�All permanent bracing of trusses with continuous lateral brace* shall be diagonally bracesd pew H.8 91 spaced not more than ib feet c I I ?I I ! i t I I A 1 20 ) : I{!i{I= I �IIiI-=111- 11, --[ '"_' i!.— t--. . ! I f continuous lateral brace_ 2 STORY I! I I not more than 4 from errrcl o � — I-i T . . �2 INTERIOR SEARING FOUND. AT S.G.D. 3 FOUND. AT S.G.D. __._..i. g _vTE1"itkt��.� S!'�'E�' D O�JN 3 �' A.Destait, fabricate,and erect ate el according to AISG Specification for the Design,Fabrication, and Erection of Structural Steel Buildings", 9th edition. d,.Structural steal shall be: Except as bellow ASTM A36 Pi ASTM A53, T e E or S,Gr. S 4" GONG SLAB W/bXbX10/IO WW1= HOLD HDR 1=3LIC ('� pe V OVER 6 MIL VAPOR BARRIER OVER TO OUTSIDE v Tube ASTM A500 MARBLE SiLL GLEAN,WELL COMPACTED,TERMITE 1 11 211 C,All bolts shall be A30'1 unless noted otherwise. TREATED FiLL b�Alt welding shall be by a certified welder. t-loll TYP.BLAB 5" MAX VARY TILE HAND TOOL ALL CONTROL JOINT 4" CONG SLAB W/ 6X6Xt0/10 WUF (SEE FOUNDATION TOOL itUO I" DE WHILE CONCRETE OVER b MiL VAPOR!SAFER OVER MASONWs PLAN) IS C.9M, L COMPACTED,TREATED FILL - I A„Gonc:re tte block"it have a minimum c Mpre ssive straigth, f'm of 660 pd Masonry "it be laid up using type S mortar only. _ In contact with earth shall be grouted fait. Grout shall have a mlfltmimt comprestve strewth of ��ptK. r _ �r _------ _ '0111- - e, _ ' maee7nry g CT- _ z_. . I�i I 1� �!I;-, I v Afly -r 4 ! t IL All concrete masonry opesrattone,shalt be done to accordance with the provisions of•the latest applicable recommendations of tale r�Q.�" j ,- =i!I I -1 i I _-I I€ , 1=1 I I I ACI Manua I of Standard Practice. •� ?.� ,�I� � —I�,,?��'ICAL gPOOT� - � t/ST2 tG.Lap all vertical reinforcing a minimum of 201. Provide horizontal joint reinforcing at 16" or-.verticaiiy. Reinforcing wire shall conform to ASTM A$2 and ASTM Alb'T TYPE 304. >� � � I I TYPICAL F014DATION - V i MN. 13 SUNKEN Si-I•DUJE1� DETAIL nc3 CO1�Ti20L. JOIi�IT r� FOUND. AT DOOR SILL n FOUND. AT DOOR SILL _ ` T - LoTRVA AI JJMM,r-vw Gt-PECKED LAS' SCALE NOTED STANDARD FOUNDATION DETAILS DATE 1/1'1/02 JOS NO. STANDARD i"AIR SPACE 11r4 x 2'-0" OVER TRUSS DETAILS 8"x8" CHASE N +FLASHNG MUST PASS T•HROUGi.1 Y_i CONK.BLOCK STEM BRICK�• A LEVEL BELOW F . _ EXTP.ND FLASWMG BELOW SHOE PLATEi WALL SLOPE --� \\\\\\\\\11��'i'i�IliuFA�� S HAVE THE EXTERIOR METAL PLASTIC GRbUT SOLID Cxl?,4DE —' ... .� EXTERIOR WALL ". . ii yN� " %4EATHtNi.s Ft:LSH WIT1-t THE FOUNDATIOI-I. (POLY) � AROUND PIPE ��\,`` / ,f 1:`O'f i Note.. _ AROUND PIPE .• sF'O da tPULL ALL INTERIOR WALL Dtl"ENSION8 FRoCO!"1 OUTER EDW SLAB. iJ1EEfs HOl.EB o 48"OAG AN COi'iPACT1=D -I�I -- i _ '�. �`''• �� . SAND FILLlV Wood vertical con e t r u c t i on � 3/4 (NOMa STUCCO OVER LATH « PAPER / -: :: __ - �/ Z 8"MN - DEEPEN -� _ TYPICAL FOOTING SEE 11812 a iiFJ FOOTING + CHASE-✓/ TYPICAL I=OUNDATION I-- '' _' FOR SIMNE - = ' !j` .- OF 1/4" CHAP SETWEEN SHEATI.ING 4 CONGRE7E _ LOCATION AS REQ'D TO -_i ! � .� i? , Shownatop' Foundation v ; (— — _ = sT� £ �Q PROVIDE PROr'ER =!-` Q PROM G DEPTH. I I ;� •� —r :�J S'• '�CRIFOIOTrJ beta i Is For clarity_ wood, _ - �TLK.GO STOP /,//�i��s �l�!/.�L,tit��`\\`\` o© UTILITY CHASE � UTILITY CHASE c1't'1u, 1 c t Or other cJ" tractus dJ MLOrA VOIDS /OR"H°o*wEYl FILL Fl y;Fo�� r> ,.. i vertical construction WALL WA IORTAR OR GlRouT,FILL,UNDEI Pl;oi^1 PLAN FOOTB�iG TO UIVDER!?+117E OF acceptable - see 511 for � � . , STUCCO DETAIL C_3RICK DETAIL MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET 5 c�G: f i cS 14 THESE DETAILS ARE INTERCHANGEAME WITH THE THESE DETAILS ARE 1NTERCHANCsEABLE U11Tt-t THE STUCCO ADDENDUM E3RICK ADDENDUM STEM WALLS FOUNDATION DETAILS. MONOLITHIC �.tNDATION DETAILS ST2 OF - SHEETS "AS-BUILT n LOTS 1, 2, 3 & 4, KRYSTLE'S WALK, AS RECORDED IN PLAT BOOK 60, PAGE 149 A REPLAT OF LOTS 1 THROUGH 6, BLOCK 126, SECTION "H" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. S2 C NSTRUCT TYPE "E" INLET ' 0 ER EXISITNG 36" RCP �1Ul �c•L T P EL. = (9.00t =) WEST 6TH STREET 1 EL. = (0.93f ) E,W ( ) 1 EL. = �-5 (S) 4.60(AB) 16 AB) LF - 15" RCP S=1.00% _1 4' EXISTING CONCRETE WALK Ir,I A raj I � END WAL - C •t•, r.» INVER �r 5.32 B 'f "» N .. S-1 h�T --1 _;`_ �#"� -1. 1p N ..•I-� Z °• 1640(AB) +~ OUTLET CONTROL STRUCTURE i 9.27(AB) TYPE C INLET TOP EL, _ 4S.9 8.95(AB) 6.97(AB) -?_ _ l gyp, ti x I � Ili 4 INV, EL. = 4-7a (E)4,85(AB) ! ►; 4 INV. EL. = 3-8� (N,S)4.65(AB) LOT 1 I i MITERED END SECTION { i �, INV. ELEV. _ r5d WEST INVERT - 9.18(AB) 2 FT SLOT EL. _ -�3" (S)8.64(AB) I I I , . __. _ 4"c c 10.68(Aa) EAST INVERT - 9.22(AB) I 10.33(AB) ASBUILT WALL ( I ire I / roti Wm. ! �o� 44 LF OF TWIN 8" PVC (DR18) 11 I WM• �a 44.7'(AB) AS-BUILT A JA / MITERED END SECTION INFORMATION PROVIDED BY: INV. ELEV. - ._9-48 - i WEST INVERT - 9.10(AB) (� 47.1' EAST INVERT - 9.13(AB) DATE: 0 NAME_-- . , .-.. ;./},r St'r / 1' / AUUNL55: OX%MTE Tei E3 - 0-o As ( 1o.sa(Ae) - - ---- I _i PHONE DRAINAGE AREA 1 I H O 9.20(AB):�' 7 ta- =mob +INVE�s.sae) ; ~ o.8(Ae) 1.�g ACRES I HEREB CERTIFY THAT THE MATERIALS & QUANTITIES USED IN THE CONSTRUCTION OF: i - 3( 9 � - _ 6.94(AB) INVERT. tio2 0 °` ti x PAVEMENT WATER MAIN 6" CLEANOUT I `0 4 II CURB & GUTTER SANITARY GRAVITY SYSTEM INV. = 4s98 5.71(AB) WEST INVERT - 9.26(AB) STORM & DRAINAGE SYSTEM FORCE MAIN EAST INVERT - 9.18(AB) UNDERDRAIN CONNECTIONS LIFT STATION CONSTRUCT 240 LF - 6" PERFORATED ) j` MITERED END SECTION PVC UNDERDRAIN ) I' I - LOT 2 '°'6'(AB�NV. ELEV. _ b ARE IN ACCORDANCE WITH THE APPROVED PLANS AND CITY OF ATLANTIC EACH SPECIFICATIONS, i B UNLESS ,I ;.. , 4»� a 10.31(AB) OTHERWISE APPROVED BY THE PROJE T ENGINEER, e Ii I 02 � LF OF TWIN 8 PVC (DR18) _ _ d 45.5'(AB) 15.0' PRIVATE i I CONTRACTOR'S SIGNATURE DRAINAGE EASEMENT CONTRACTOR'S STATE LICENSE N0. _ G�� G �� 35a d (' I m MITERED END SECTION INV. ELEV, = _9I2-5- E 10.70(AB) i° .a WEST INVERT - 9.32(AB) I I 4 EAST INVERT - 9.20(AB) , I D � ti I AP ROXINATE TOP OF A I t 960(AB) I I �'.: _ _..-. --�(9. 6) 10.54(AB) t i P W O INVERT 5.57(A W 1°' x � n 6.95(AB) ` w .�r w. w.w. _w w ...-0 � • 10.16(AS) n 6 CLEANOUT oQ- _ 5.02(AB) 2 z AS--BUILT" ' INV. _ __ .. . . _ . . _ . _ . _. _ ti TRAN FORME yq`' AD �o I INFORMATION PROVIDED BY: CONSTRUCT 54 LF - W/66 PCRLEOANOUTDS 4 . MITERED END SECTION AT INV. 5.00 (TYPICAL FOR 3) 1 DATE: AfJ, 14 , 2�8 ( ' I INV. ELEV. _ &�6- NAME: BOATWRIGHT LAND SURVEYORS, INC. I m . a ' WEST INVERT - 9,17(AB) 1500 ROBERTS DRIVE 10.50(AB) EAST INVERT - 9.22(AB) ADDRESS: I LOT 3 x ; JACKSONVILLE BEACH FLOR;DA 10.31(Ae) LF OF TWIN 8 PVC (DR18) PHONE #: 904 241-8550 WM• �' 41.5'(AB) i HEREBY CERTIFY THAT: 0• X PAVEMENT WATER MAIN �) I ; { • )( CURB & GUTTER SANITARY GRAVITY SYSTEM x X STORM & DRAINAGE SYSTEM FORCE MAIN I ( �o.9s(AB) ,. UNDERDRAIN CONNECTIONS LIFT STATION e MITERED END SECTION ARE AT THE HORIZONTAL AND VERTICAL LOCATIONS AS SHOWN ON THESE "AS-BUILT" DRAWINGS, AND MEET THE MINIMAL 10' 03 APPROXIM E TOP OF BANK t 0 INV. ELEV. = 5-38 TECHNICAL STANDARDtRE T FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECTION 472.027 FLORIDA u i4 9.08(AB) STATUTES AND T AT RE NOT ANY ENCROACHMENTS OUTSIDE THE EASEMENTS OR RIGHT-OF-WAY. _ q. ... SIGNATURE: NVERT• � as(A °' -f-` 0 10 aa(AB) NAME: DONN W. TWRIGHT STORMWATER RETENTION BASIN 7 ^• �� y.. �� , FLORIDA LAND SURVEYOR'S NUMBER: LS 3295 r _ 5 x30 JUTE-MAT DATE OF FIELD SURVEY: DECEMBER 12 2007 ( ) J.68(A ) 410.28(AB) 10._0(AB)TOB EL. _ -8-9010.00 AB w��R� .,I UNDERLAY FOR SOD BOTTOM EL. = 7-887.00(AB) I ?� -- - Do=T.. �,�, II i K � 10.04(AB) K 10.32(AB) 6" CLEANOUT INVERT - ,69(A ) INV. = 4.7- 15.81(AB �- - =- - -° o tio° 10.73(ABJ 7.32(AB) a" :! IN T --.5:2aJ�- . J. 10.6o(A )46 110.85(AB) CONSTRUCT (3) 46 LF - 6" PERFORATED - PVC UNDERDRAINS W/ 6" CLEANOUTS INV. 5.00 U a END WALL A 10.73(AB)' A I LOT 4 _ I j NOTES; 10.24(AB) � x I 1. THIS IS A "AS-BUILT" SURVEY FOR STORM WATER SYSTEM. yyvl s` .yyM 2. BENCH MARK USED WAS THE NORTH RIM OF A SANITARY MANHOLE AT THE 4°co• •WM ~�. INTERSECTION OF WEST 6TH STREET AND STOCKS STREET. ELEVATION = 9.86 10.24(AB) -- - - I NGVD 1929 (NATIONAL GEODETIC VERTICAL DATUM) I" j f 3.) UNDERLYING ENGINEERING PLANS AS PER ABBEY CIVIL ENGINEERS, INC. 5'x30' JUTE-MAT LEGEND: UNDERLAY FOR SOD I III 1✓I a. ti I LEAN OUT a 46.9 4„CO = 4„ C 11.63(AB) ' WM = WATER METER I Q \+moo tieg� _...___._. ��°b -- ��p� - _. +�� 11.07(AB) Q:) 19)ev S O•ACA.��_ 6' WOOD FENCESr C1 V , SODDED V-BOTTOM SWALE �^ W/ 4: MAX. SIDE SLOPES 4 "NOT VALID WITHOUT THE SIGNATURE AND THE DONNA- W. %''BOATAIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 SURVEYOR AND MAPPER," FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 - 2007-1403 � - inc. BY:� FILE. DRAWN BY: AJS [ BOATWRIGHT LAND SURVEYORS, 1500 ROBERTS DRIVE JACKSONVILLE BEACH FLORIDA DATE: DECEMBER 12, 2007 SHEET 1 OF 1 (904)241-8550 .� a . 140 _D