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Forsyth Court 1852 - 1854 I TH15 DOCUMENT 15 AN lu INSTfRl11MENT CU1* a =a ENGINEER'S SER`✓ICE 0 Q FCFR OT14ER5 Fr-)fR CON- a) It U 2 5TRUCTION OF PROJECT w u IV A5 TITLED BELOW. Z r N=ORM4710N DERIVED _ 2 FROM THIS INSTRUMENT C,-N NOT EE USED FOR w v LU q OTHER WCF:<5 UNL ES5 U 111.1 � 111 , � AUTF--CRIZED 57' TI-4;=1 0 � ENGINEER WITNCUIT p 1�1 p INFRINGEr-1ENT GF LEGAL U i - 111 rRIGHTS. O S) Lj - ► W W ,RE' DESCRIPTION CA r LU M 2 3 LU `1� ui - 01 i DO � 4LU - I a Qy - 01 - - _ SL - — — - - - -- — •�iTJ - - � _ - _ _ - - - -- - - - _ _ _ Y - - - - - - - - - . r� (2) Mr512 0 TOO TO 00 0I I 1 I I 1 I 0I (2) MT5'2 0 r01 TO �A I a0 NEAD�R (2)MT512'5 - . �„ u N5T2 I I 5T2 '.�■ I 8n I _ OR (2)M5TA24'� T ^2 (2) HT52 I r-- y z V ccl M, ,wky y, 1- 0'9 oR �2) 2)M57A24'5 o'02 p 'a 31-011 I I I I u I t0 2 2X4 "2 6YP 1 6TA246 rRU,9 TO (21 NTSi?a'S CR l2) IY X 3 .0 r�� I MSTA24'3 0 TrRU55 TO I r•. I�1 t) if1 ra P05t �/ (U LUOCG+ti:� 2 f 2x4 '2 SFr FCS ti TO <ply 2x4 e SYi -. .r I 2Py + r _ply 2X4 I SPF POST I POST :�/ (1) WOOD+ s Q , w u� I ROD. W! (2) W00D T1s RODS. u/ (Z) U)OOD+T;s ROD5. j ROD. `- * Builders I el 4" C I I ► , 4 ,� a, ,---:, ; oFir;tSource 5L ^B 1 f I 1 / I !Jd of Jacksonville I � I I I � I cnl vci PROVIDE PVC CONDUIT FRWID£ Mr.,CCA*WT ♦ 1 © 4 C C I '�� TO AHU A$RZQ I I I TO AHU As F�G2 �♦♦♦ I 14" GC A 3� I ♦ � r L&J9 ' I .. 5LA3 `. ♦♦ I SLAB (11 Is r_ _r [Lnjlll,, 122 __+' "; — �� 6550 Rooseve t Blvd. 5T2 • I ��' I I I I �� 1 ♦♦ I - t' I ,_� ,��__,, r 1 � Jacksonville, FL 32244 T i� I I ,� 'in I I ` _ I M 1 _. Tel 904.772-6100 4, CON( i I I 4� CON A Ir' _I ._ �' _�W `� X Fax 904.317-2835 6LA3 a F J /' � 'v ;J (2)1 3/4"x14" I.YL-2,1 �'/ l „ „ U 3 -�U N �' (2)13/4 x14 VL-2/1 if) 79 �' (1) HTT22 10 EA END M/L (1) HTT22 � EA. END M(L A IY - LVL (1)5.'B"0x5-'.'2" LVL (1) 5/8"0x5-I/2 ' `U w EMBED 4-' L THREAD EMBED ALL THREAD 4" CONC. SLAB Fe"EiNF CED W/ I I r I ROD. -___-i O ! U I ROD. 4 CONC. AB Rl INFORCED W/ � __-- EITHER oxo 10/10 W' OR ( I EITHER x6 IDi10 U)WM OR � ( � µ I -- -, -- _- h_ � ,___ ______ � I � SEE DETAIL BELOW I � � - I �M � � I BEE DETAI.- BELOJJ { FIBERl` i GN Wa M'I VAP I F1BERME"H ON & MIL VAPOR I FOR T01. L----w� I ----- FOR TJi. BARRIER OVER 7ER"11T TREATED, I I BARRIER O` R TEF' ITE TFZ4TE D, L CLEAN, CChfPCTE FI!L. I I I L� C_=AN, OMPACTED FILL. xo 0 LU I _ W 12 5T2 I !2) HT520'S OR (2) (2) I-�TS20'5 OR (2) co S� X _ S/l© I I 8110 I �f5TA24 5 v T02 TO M5TA24'5 0 T02 TO - v 5t2 I i 5T2 I 2ply 2x4 •2 5YP P05T 2p.y 2x4 ''2 5YP POST � C2) HT52c�'S O�(2) r c� x/ (2) ',JOOD,Tis RC-,5, w/ (2) WCC'DsTIs R^.DS. \ T-13TA2 TO( TO I (2) HT32019 OR (2) ;-IE-..� i I I r 16TA2.'4'5 a T01 TO r' r4 2' L _ _ _ - - - - i I I I 1 r _ _ _ - J 2" HEADER -� VI 0 0 V I I I I R (2) HtS2 - O ST2 (2) HT6205 G (2) h 0 X SlJ (2)2x169-2/z SW 11 — — lf� c I M3TA24'5 0 TR',y56 TO M9TA24'a a Tfe 169 TO v 5/10 8/10 I I , I 2:Zx O-2/ U 2 l 2x4 *2 5PF FD5T X11 `9 C� I I (�y 2ply 2x= "2 3F�`r POST 1 I c(� 4" CONIC I � I I 0 -�" CONIC 5T2 N � W/ (2) 'WOOD+Tia RODS. DI � `� � � 1 SLAB I - I I in I SLAB I_ ;n I I W/ (2) U)!JC..� Tis RODS, 1 I 3T2 I 5T2 r LL � rt I 1 N -----------_---- ------------- =o' ---- ��=- � \,'I u • '� 20 x20 x1C� W/ _ 20'x2o x,6 W! 7 _ 0 0 W y1 u 2-"4'5 BOTH W� HD � 2-''4'9 30TH (2)2x11 51w1 (1;2x"'Pi-2/2 �� (222x!0-2/' �� (2 2x!2 rti: _ - 0 WAYS (-YF) WAYS ('TYR) �,� © p d 14'-1(a'' I4'-1m" LU � 5T2 5T2 cn cl) W 25'-4" 25'-4" 0 � �� Q) f C1 O CIT( 0'r r1TL�rJTIC 6EAr.W W ,•�Z, � �g-� gtlii F�� p, �c;N NG W Z Q lX z L JAN 2 1 2004 r z DRAI.UN BER '� a � ISI.-=cKED SAP BY. ( 2 ) H11T22 IV/5/ 0 �,�F3 S ¢� 0O Ate' TO 4G �... 47T,4C a SGA,LE 3/10 DATE 1-�-0�•- W1 FFENDER WASHER p NUT. c [ �°� I STRUCTURAL ENGINEERING FOR JaE WITH4 � C9C ��I V T. E 4C� c> I D E OP 1"'f ! T"2 2 , TrRUS5E5 BY BU'LDERc FIrR6T ,OURGE. -� oC�FT. -23rd END ZONE PRE55URE5 , 3 „ M5TA SERIF-5 5TR4P5 CANNOT BE TWI5TED, THEY COMPONENTS + CLA=PINS F�e5wAEO - ,N PST (2) 1 /4X14• 1I/L I? a MAY BE APDL ED FLAT ANp,`CR BENT TO AREA N�.�ard s NT izlatz-xoN s p #'Tofessional Igp '}" CONFORM/AGGC7Ml iOD.ATE REQUIREp (s/F) Fos. (+)rtes. (-) I�ae.(+. NEC,.(-; cense No.;�147;j •.., APPLICATION5, BUT THEY MUST NOT BE TWISTED. 3,42F7a i :'' ', • v J_"'` „ ^ C-<0 of 42.8 X4.0 3c 2 �, ,-,, ►- - , USE M75- or HTS-5ER!E5 "TwI5TED 5TRAF`5" AT 20-50 of 32.5 40.rn 32.5 35.1 I ✓ j-6ir -Fi stSoux& „r r G W PAD FOOTINGS UP TO 30"X30" 5HOWN AT THE FOUNDAT'ON-ED(SE MAY 6E OMITTED IF A STEM-LLAL FOUNDATION 15 USED iN LjEU OF A MONOLITH'C FOUNDATICN. PAD FCOTING9 LAfXaER THAN 30'140" ARE REQUIRED WITH EITHER A 5TEh1-WALL OR 1`"ONOLiTHG APi'LiGATIONS WHERE TW15,TED STRA?� ARE ";". � 1 c FOUNDATION. ADDITIONA-1 -T, WHEN A PAD F'JOTING '.S REQUIRED WITH A 6-ar-1 ,L'Z- FOUNPATION (F- 3O x30 ), IT NEED ONLY �E PLACED EITHER BELOW-.xRaDE FOOTING OR IN THE SLAB, eUT NOT IN BOT;• _O ATIONS Jf�l F-63 eFF-CIFICA—I LY NOTED A5 SUCH. � 5D-ImD of 31x4 375 31,4 33.ro � fJ�f li + n r r REQUiRZD_ '.L^Fd of 3C.0 35.5 30.0 32.5 ��At ta��r1{6' 3.4 t2Gmpr,.35Kµ 55GCpr,x To 90' ir NOTE THAT CERTAIN WOOD+Ti^.� RODS MAY BE, Di~!_ETED FROM TH15 PRROJECT 34r;; ED ON THE FOLLOWING: NON-LOAD BEARING 11.14LL5 1) 5EE SHEETS 5T1 AND 6T2 FOR ADDITIONAL 5TRUCTURAL NOTES AND COI\N�OTOR, MP 71.400, OF ,4TT, e,— 44 ENT r7e5l' :� �7"� END-ZONE COI-IPOfNENT5 E - -- - - .,,•J THA7 ARE NOT A 51-EAf2-WALL CO NOT REQU.rrzE UJOOD-Tis ROD INSTAL-L 4TION, W4-I L5 THAT NA'✓E BECV--TE 1-OAD BEARING GR EXI5TINCs (2) 2x�-1 / 2 HEADE '?3EAM GALL-OUT DETAi!5. '1 CLADDING =RE55URE5 Ar-'-PLY - - - M5TA18 (14) "rid Commcns.To. o I I I n + a^ I 2) T1,,15 DRAI:JING CONTAIN5 5F'ECIFiC INFORMATiCN, INCL UD iNr BUT NOT r- SHE=T Y- LOAD Bl=.•+RING WA_L5 WITH ADDf7fONA_ LO.-�DINC-� h'1!15T .4A'✓E ,.U,,.GD Tim RODS !NSTA�,,.ED .�-�� FCL..O,LSs .�/�_ ,. b, TO WiNDO1J5 # D0,1R5 IN - - _ - - r r- C Cr- r L 1`'STA24 ( v) lmd Commons�otdl. NUMBER OF KIND 5TU.5 EA."{ SIDE FOP"-NIivG LIMITED TO ARGHITE .TURA ELEMENTS ANrJ D i` ENSIGNS, THAT 15 HIGHLIGHTED 4RE45 - TYP. -G'/C WQODrTie fi20r.�"_tC�� RANGES N�li''BE1R OF JACK STUDS EACH 51DE 0w Or='ENNS FROV,r,,ED BY OTHER5. EUILDI=RS F=IR5T 5OURCE Or JAGKSC'NVILLE, INC N5T48 (403. 1Ddx1-112 /Total. THE X Dit-EN51ON iLLUSTR4TE5 ( - ' ROOF TF=,US5 UPLIFT (L55) 1.�)OOD*Tip.' RODS) EST RIOR SIZE OF HEADER MATERIAL r� _ � r G51ro (25) Sd or (22) 10d C�mmors/Tota?. ++ , � ✓ESIGN CENTER (BFSDC) 15 NOT RESPON�I8L1± FOR T141; A..CURAGY OF THE MEASUREMENT o,� THE _ r TCL=RANCE5 NUMBER OF PLIE5 IN HEADER >< >± 5PH4i6!5 (12) 1Ddx1-1,'2". I, , 1QDo ROD(5) e 4 0i.' (INTERIOR) OR 6 O/C (E XTEFZICR). 5HOU1 D NOT THIS INFORI-IATION PRO/ DED BY ANY OTr-_R 5CURC_ GOiRN1ER CI= CORNIER OF T-4E HOU3E JJHERE + +'1001-20!5 ADC CU ROD ADJACENT TO TRUA5. 3�_0„ 3'-D" O'�RRIDE ALL EXTERIOR HEADERS (2)2X6../2 UNLE55 NOTED OTHi-R�; SE 3) rLL RE=DV BEARING LENGTHS 514OWN ON TJ-E,EAM 50FTW 1R)? OUTF�JT MTS12 (20)l� Gammons or 1(�clxl-1/2";Total. 140U5E END-ZONE (NOT INT-ZONE) of *2(617 GREATER CONSULT DES'GN CENTER. v I �� WODD�TI� I � - _ HA✓E LEEN CONSIDERED IN THE DEralrsN C?F TW15 STRUCTURE TaROUGH A HT6 0 (2D. lx.d Commons or (24) 1Ddrl-1/2 /Total. (TY-) PRESaURE5 5HOULD BE USED. INT= IOR ALL INTERIOR HEADERS (2.'2x� 1/1 �NLE55 NOTED OTHER. 5E DESIGN BEARING VALUE ADJUSTMENT AND/OiR TI--E ADDITION OF BEARING LG T,. (14) 'rod 5irk ra/=ach o Tn ss and Stud Column. - r'/`'� — � GUIDELINES C0 OUTLINED PROPERLY RATED OPEN WEB TRU55 HEADER MAY BE USED BLOCKS. MGT (22) 1Dd Commors to L cod Msmbsr - 3 8" diameter or Larger Thrsaced Rcd per Accorrpdnying F O 11':-1,4 T E WOOD+Tis ROD LOCATION- � 1 BELOW IN LIEU OF SPECIFIED I-E.�DER Note o+1 Pags 5,. 2'- -0 2 _D > ANY HEADER 11AY BE REPLACED W1ITH CNE OF GREATER DEPTH DE51SN LOAD5 HGT-2/3 5/5" dlamster or _areer Threadsd Rod per Acccr,panyirg Nota on Pags 51, r^ - w 1 _ _ C,-, -..__ _ ^ GR41/1TY �,O An5: I I HGT-4 5/3" dlamster or -argsr Threadsd Rod per accompanying Nota on Fags 51, ROD5 LOGATION3 AR_ FOR �c1`'Di�1�TRATIGN PLiRPC'S 5 oNLr AND DO NOT rcEF_wGT Ord EXACT ROD LC�ATIord. UN..�55 NOTE=D �• 5, LATERA OARS: OT{4;RWI5E PROPER O,C SP.=`,CING (4-D" INTERIOR, �'-v" EXTERIOR) SHOULD BE FOLLOWED. IN 4-DDIT;Qrd ROD5 5HOULD BE LOCATED AT 5WO 5--4E4'RI,�'ALL SEGMENT - REFER TO CET,41L F/5TI AND/OFA D!5T1 ROOF LOAD TCP CHGORD..-LL=2QP5F DL='1PSF i 7T!5 ('3) '6d 5irk::rs to Wo�ci Msmoer - 5.'8" dimaeter or Larger Thysadsd Rod per A r-ompanyirlg WIND LOAD - 120 MPH CCFNER5, PLA'T'E HEIGHT Cl,ANGES AND AT EACr4 END OF EACH 6-=AR LI;.ALL (UNLESS REPL4CE5) WITH APPROVED HOLD-DOWN5 PER � BOT GHGRD LL�iOP;,F DL=SPSi= 5EISMIG TONE - I Note on Paps 51. r- " I APPROXIMATE LJODD T19 LOG.ATiDN I � ' ksrs to 11J Qd Meriber - 5/s" dimaeter or Larger Threaasd Rod per ACComparylr.g DETAI!_ E/ST1�. RODS SI-+OWN N CORNERS M.�,Y P..�E LO_.ATED TO EITr�ER S GE (:UiT+-IIN 4 ) OF PROPEh-2._Y CONSTRJCTEC GORINER P05T OR X FLOOR LOAD DL=i5 PSF HTT22 (32) ,rrd 5i1� OTH=R SOLID FRAMING. 5 � u)oan+rls � crlwN LL-40 PSF Note on Pass 51. hJa -�3�crv�>r c� S Scdtng, Lc erg Doolrtc�ho�ri, �Zcrd.� , BuildmAla 1fly, Wao'd, 6r WnyL r Builders _ Er F� Builders I Builders Builders : Builders Builders � , � , $� � InsFirstSourcel�fr'E'iCFirstSource UV1�l� .' ,�FirstSource��' FirstSourcerl�' , FirstSourcewC'�C`� 1,� rLC'ib FlrstSource w I ' �FirstSource.�{�V�r GC�11�V �� i k�f cr. MSTA24 W/(9)10d/ENPA ON STUD (2)2x4 02 SYP OVERHANGS IN EXCESS of 16"All UP To 24" TH15 DDCUrlENT 15 AN _ APPROVlrD TRU59-70 11-CPNNEECtO ASSEMBLY[TTP 4 WE:ApE1K 4 a 511-1-) ESE OGiCING(TYP! USE 2x4 5YP OUT LOOKER AT 16"p/o CLIP TO „ UPLIFT(L55) CONNECTION UPLIFTS > STUD WALL SPECIFICATION _ HEADER(SiZB PDL.TOP PL,WITH(21H5 UU(8)Sd.OVERHANG6 INrJT�:I�M)TNT OF - UPLIFT APA OR TECO RATED 1000 SEE � HT.[FTJ STUD SGHEDUL��— � � i->~R CALLOUT ON 5PH4/6/@ F'1-ATE= 16" OR LE55 USE 2x4 5YP OUTLOOKER AT 24" ENGINEER16 SERVICE SHE:ATHIN3P ON ROOF DECK — 0-465 (U W5 UJ/ 4)Sd/END -•_-_ STRUCTURAL WITH 8d NAfLS At 4" O.G.AT 0-"145 !1l HS tU/f5)10d x 1-I ° N - FLAB 0-9'-1 1101 2 "2 SFP S1 Llp�16�D/G HMAPER PER STRUGTU►24L PLAN ' A��Fj MING MATERIAL jC [2)5PW4/6/8 97RUGTUf'rAL GONNECTOF2S NOt R O j BLOCK SHEATHING EDGES o/c WiTW(UH8 W/!8>Pd FOR OTHERS FOR CON- WITH 465-930 (2)H5 W/(4)8d/1=N0/EA. 0-101-11/all 2x4"2 PLAN)OR TRUSS IF APA/TECc,L,RATI_C7 WITHIN 4' OF GABLE TRUSS a YP EXCEPT A5 NOTp. � STRUCTION OF PRQJI=CT ALL SUPPaf2TED t�ANEL �i�STUD >s 12' O/C_. " " � LAYOUT IF 9Y5 42. I' 5H T ASTEN SHEATHING TO FRAMING AT 3" o/c � A5 7ft 5E OI�+ EDGES AND 8" O.C. IN FIELD. "145-1000 (2)H8 lU/(5)10d x 1_1/2"/E-ND/EAS 2x4"2 9YP STUDS� 12"O1G `� /I MAY 5l= EP ILO, 2 5YP ONLY IN10 TOP fe 455Ei78LY 4 ON EDCsES,6 o/G IN FIELD W/8d, LED (6)1-1/4"GALV.ROOFING 0-Il'-I 1/3° IF OIF� DE5 OF FRAMINCs 15 COWER OF-� INI^ORMAT(C�N DERIVED 0-1000 (1)MT512 5 111/(101 X 1- x 1-1/�"TO TO _PL. 2x6 r1 SPF STUDS 1C� O/C GAGE (I H9AOffM Wf(1)ROW NAILS EACH SHINGLE TO 0-!mDe li)MT°v12 W/11)IDd x 1-1/1"/END -12 TTi8 - 2x6"1 5f' 7YIp�a��O OIG 5H1=AtW D- SPH4/6/B,0 32"o/a "o/c ad NAIL. FROM TMS INSTRUMENT 51!EATING 0 TOP IE TO HDR II A PUIRLIN BOTTOM CHORD OR ALL 5LUMSTA24 1N THE EVENT THE CONCRETE (2)MS4 W/ �_ APA.RATED SHEATHING TO CAN NOT aE UvEEU FOR CONTRACTOR OMITS THE ( COiRNIER MATCH ROOF 5HE?AtHINCs TRUSS-TO-IE:CONNECTOR SEE TRUSSES WITH 1x4 SYR NAIL THROUGI4 A.P'A RATED SHEATHING HPAHD22 EMEIEppEP (S)10d/ENP/STRAP ®EA II II GARAGE OTINIER WOF t<5 UNL.E55 TRUSS SCHEDULE FOR �� PEI�PINDIGULAR TO TRUSSES END OF HMAPER UTLO. TRUSS ENGINEERED BOOP 24"OJC w/(3)led NAILS AT INTO Na.2 SYR FRAMING W/8d AT 3 STRAPS,rr IS ACCEPrAp1-E AUTI-dORIZED 6"T' THE GONNE:CTOf"v T12ti55 OR RAFTER O.C.AT ALL EDGES ANP INTO EACH PLY TO$U55TITUTLT (1)M5T43 II 11 EACH TIRli55 - UNE. OF EACH DOU5LE INTERIOR PLATE2, 12" WALL SHE-- i SHALL 5E3 1/16" S ATHING NES ONLi' 2x 15YP DEIL.TOP PL.(SLOpEP) ENGINEER WITHOUT SPF STUDS O.C.ELSEWHERE. SERIES FLAT SCRAP FeR ��{� ALL.EXTERIOR WALL SHEATHING U1 I'1 LU HPAHP22,FACE MOUNT THE AF'A.RATED SHEATHING WiTH$d II II COVER LOWES e Tor_re INFRINGEMENT OP.LEGAL SHALL 5E 1/16"APA RATED SPH4/6/5 a 32"01C( FOR OTHER UPLIFT HARDWARE STRAP TO THE*FOUNDATION NAILS AT 3" O.C.AT ALL PANEL A55EM9LY LPsIC7F-ITS. (2)2x4 12 5YP TOP ifE. FAS £N lU/ SHEATHING WITH 8d NAILS D 6° WOOD•Tis 8005 a 4' O/C WiTH EITHER(4)1/2"0 EPGES AND 9"O.G.IN FIELD ,a)P AR pS2,eZRLY 7/16" APA RATED SHEATHING WITH " w/3x3xl/S" WASHERS. AND CONNECTIONS,SEE TYPICAL EPDXIED ALL THREADS W/ (TYP-U.NDd. SHEATHING PANELS II If NAI,L 1QrAEl-1 $ 8d NAILS+s 6"o/c ALON n ALL PANEL (2)ROWS V(1 )1 12 O.C, P.SP MIN O.C.AT ALL PANEL EDGES AND WALL SECTION AND TYPICAL 4 1/4"MIN,EM 1EPMENT OR SHOULD 5s ORIENTED E3)TRUI9 CLIPS/5TSAP EDGES AND 8' o/a IN FIELD, E3LOCK �-'E DESCizI~?7fDN 24"LAP tJk(1211ed IN LAID.5PH4/6/8 S"O.C. IN FIEELp!TYP U.NE1 HEADER FRAMING DE2TAiL. (N6)Al16"0x 19/4" TAPGON PERPINPICULAR To FRAMINCa A II ARE? ATTAR TO EsoTW t�'9 " ALL EDGES CGONTINUL STUDS < SHEATHIN(; u 1/1 GrYt� 3 OR WOOD•Tis RODS sr 6' SHEATHING PANELS SHOULD BE ANCHORS.FASTEN STRAI?TO ME:I.15E`sR9,U.N.O. TRU53i=S/R4FTER5 FOUND TO UNDERSIDE OP OUTLOOKERS) t O/C U.V 3x3x1/8" WA5HERS. ORIENTED PE:RPINPICULAR TO I/?"�x 4-i/?"EME3EDMEN7 WlrpGL (212x4"2 SYp AT DOUBLE INTERIOR STUDS W/l FA675 Sp EAfc'TAHIING Q M BE1R5,UNE,2 ORIENTED PE RP, FRAMING MEMBERS IF EXTERIOR ANCHORS�EPDXIED ALL SILL(TYR) SILLS/PLATES/81-OCICINCs,NAIL JACKS PER KLAN II II � SeAfTER-TO- ONNF FINISH 15 STUCCO,UN.O. 'rHF4AD$ 9Z"a/C W/2x2x1/8" FIRST PLATE TO SECOND PLATE W/ WASHERS OR WOOD+Tis RODS a (2)ROWS 12d COMMONS AT S"O.C. MIN.3 KING STUDS EACH I CEILING HEIGHT VARIES 2 LENGTH CONNECTOR 42 5YP FIT BOTTOM le w/ 4"o/m WOOD'Tis RODS a 51DE OF OPENIN5 WHEN 5PH416/d a 32"O/C bg INTERIOR.5HEARWALLS ADD HPAHSSS22 W/(23JI6d TO USING 2x6 FRAMING,3 KlNCs PURLiN BOTTOM C;40RD OF 510E PANEL HEIGHT TO ALL Tf�J95=S WITH 1x4 STP 0 1' HBHIro,Q$MTS(?_ 11IDOD�Tts RODS 6'D/G. EITHER 24"o/c.SHOT PINS O$16d WIDTH REQUIRE TENTS 57UT7 A55MEE3LY(2) STUDS EACH 5lpt~WHEN tl PErRPINDICULAR TO � ' (21 N9'5 ps Ha'S � 1/2"qxl"Et••15EP A.B.w/?1x2"x118"WASH GA5E HARD NAILS + iB"pJGUSING 2x4 (v Wlfo MTS12 AT A?" o/c 12B 1/2"0 WOOp•Tis RODS � � OROSF 7 isN9(9) �rlt) LMIN.w PER SIDE OF OPENING; 2"ANCHOR BOLT�IING UN.O. II II lU/EITHER SHOT PINS a 24" O/C "2 5Yf'F'T BOTTOM fEt I1II WOOD•Tla ROD tR1i551=5 m 24" OA_' w/l3) > 14' $E9 PLAN OR 16d CASE HARD$ a 1H" P/C. PER i TAIL E/STl 6, 1.-a Imo„ faER TYR.WALL SECTION. f9"MAX FROM JACiVSTUD$1 10d NAILS A7.EACH TiRJSS - It U M5TA24 W/C9J IDd U.N.O, II II NAiL$/END ®EA.SIDE:OF JACK$l'AND SHORTER MAY - II II r 5' 1'-5" �HPAHp22 Nt77 REQ'D 4" SLA5 W/3"x3" THICK• I II 11 U EA.STUD A50VE 4' i'-2 i/2" TN TSA I N IF j� E NECJ EDGE W/(1J'4 HEADER a JA..KS 70 UST=(4)10d,IN LIEU OF _ °• CONT.UNDER DOOR. 11 II HEADER TRUSS-TO-LES CONNE=CTION �# • • r HALL LENGTH at' 11 ll _ /• �. r !SEE DETAIL (cp/ST2) FINISH( LJ °( a Wl 6 x Co - WI.4 x W1.4� �a , FINISH — — = — 1 111-----`-_--- �� C TYPICALCTIQNSt fP-- u I PEAK- TO IL's 2x4 STUDS CONNE: FINISH �l ` '• r OR FISERMESW ALL GaNGiRET}r MINIMUM GRADE ;III--1-•—I I I_I I ---_--__---.._ I-- I---I �— ro 14'r 2x& 5F>F� - CaRADE3 # '' . • _1 2500 C=SI COMPRESSIVE TO-STUD, ;111--III—I�i`�� I LL=J.I i� 5TU1�-TO-SHOE:, TO I'w's 2x6$YP12 WATERPROOF 5ARRIER -1 STR:NCmTW a 26 DAYS/ _I I — I"' I i �j I—III-- 1- ETR 190" 2x8 SYF'"2 t FOOTING TO BEAR ON UND671.1f2E3EED SOIL }�- SHOE-TO-FOUNDATION HTT22 W 5/8 0 ALL =I 11,--11 t I I Iw NOTES MASONRY STEMWAL Y E USED IN LIEU „ FOOTING($EE TYPICAL WALL SECTION) THREAD(5 1/2" 1 —� ��— 11=1 i- --I 1-MA E3 OF MONOLITHIC FOOTINGS, INSTALL ANCHOR E30LT,IF USED,WITHIN 8 OF EMl3EDMENTI(TYP) ��I 11� 111i'r GEARING WALL ENDS AND WITHIN ON OF DOOR OPENINGS IN LEI=ARING WALLS, SEE TYPICAL CONCRETE SECTIONS FOR � N JTI N 7 T �1QODtTie ,�NC�'-IO�IN� RQ•�S A REINi=ORGIhiCx AND DIMENSIONING OF FOOTINGS. ' TYPICA WA 5T1 1- "L SECTION 5T1 SW • SPECIAL SHEARl1JALL DETAIL 5T1 1'P C R G DOOR OPENING DETAIL 5T1 GABLE END BALLOON FRAMING DETAIL 1/211 a it'0" 1/2'14 1'-�° 1/211 a 1'-01' I Buildv,, rs •5W1 4 5W2 SHEAR WALLS REQUIRE MIN.43"OVERLAPS Firstsource W/MIN.l24).13ix3"NAiLS a TOP PLATE SPLICES OR(2) 2x4''2 SYP oUn Q_QKEI3 APPROVED TRUSS.Y0.1�CONNECTORS M5TA74's W/l9)10d/END,CENTERED ON EACH SPLICE, •OVE,RHANG5 S 16" 9 24"0/c W/(U H5 a EACH of J a c K s o n v i i f a UfI LIFT(LBS) CONNECTION UPLIFTS > - --- 3TUA_tUALl aPECIFICATION3 HEADER PIER 5TRJCTLIRA.L �C OUTLOOK1wR 70 TOP CHORD OF GABLE TRUSS - 1000 SEE IE'HT.(FT) STUD SCHEDULE ® -OVERHANGS 16" �24" a 16"o/r-W/(2)H5 0 (4)8d/END ELAN PR TRUSS LAYOUT I 1 -- 1111-- --- STRUCTURAL 0-9'-1 1/8" 2x4"2 5FF STUDS 1�0" O/C OJTL.00KER TO TOP CHORD OF[SABLE T12U55 NAIL THROUGH A.1'.A OR TECO RATED SHEATHING; (J'-ri �JT1 BLOCK SHEATHfNG EPCsE5 __ WITHIN 4' OF GABLE TRUSS r •. 465-930 (2)H5 W/f4J Bd/END/EA, PLAN. a-iD'-I i/8" 2x4!2�5-)=5tU>�9 is I?"O/C - •'+ # NTO NO.2 SPP FRAMING PER SHEAR r FASTEN SHEATHING TO FRAMING 2x4•2 5Yf"+STUDS� 1?"O/C 'O� 14141-1- 7A>3LE:- A7 3"IS" P.G.U1/Sd NAI1-S. ^fay-1ee0 (1)HB 141 (5).12+0 x 1-112"/E;-1/2"T 0-11'-1 IJS" 2x6'"2 BPIF STUDS ® 16"O/C APA OR TECO RATED SHEATHING FASTENED TO (2A-'19TA24 W/09)10d/END 0-1000~(1)MT-512 1 10d led x 1-1/2"TO TOP�j. A 0-11'�-TT%3 2x6 "2 SPF STLIp,-e 16�D%C FRQMIINGs PER SHEAR WALL- 7AGLE FROM BEAM TO POST BUIL?-UP O�'v aOXED COLU("M i"(AT 0-1000 !U MTS!? UJ/!1)led x 1-1/2"/END (BLOCK PANEL E S) SHEAR WALL CENTER STRAP s JOINT 15E U5E2IIN LIEU OF 4x4 Og 6x6, 7/Ira"`APA.OR TECO RATEP Sd COMMON 140LC�DOl a ENDS IN ADDITION U.N.O.ON STRUCTURAL- APA OR TEG°RATED I 5H!EATHING ON ROOF DECK, PURL.IN 150TTOM (4),131x3" E QB END t G WITH$d NAILS AT 4" O.C.AT CHORD OF ALL " NAILING TO tYp.WALL SECt10N(A/St1 1 PLAN USE 4ply"2 5YP QB 5piy"2 SPF 2x4 NAILS a GH SHEATHING TO MATCH ALL SUPPORTED PANE TRUSSES WITH Ix4 SPACING B/9TU. WOOD#TIE ROD MAY BE; GUILT-UP COLUMN I.L.O 4x4 OUTLOOKTO TOP 9- ROOF SHEATHING 6550 Roosevelt blvd. " !a USED IN LIEU OF ANY SPECIFIED, PT"2 5YP•4x4 POST �- GABLE TOP CHORD Jacksonville, FL 3 44 EpCxI;S ANDS O.C.IN FIELD; PRE-ENGINEERED RObF STP DOUBLE STUDS a EACH END, HOLD-DOWh1 USE silly"2 5T1�aS 7ply"7 SPF 2x6 (W)1.1/4"GALV.ROOFING TRUSS OR RAFTER \ P°EERPINPIGULAR OF SHEAR WALL°' EPI35 FIELD 1-STORY 2-STORY -COLUMNS GREATER BUILT-UTA COLUMN I,L.O 6x6 2x L-BIRACE ON[BASLE VERTICALS AS Tel 904.77'2-6100 NAILS 9 EACH SHINGLE TO. TO TRUSSES a 24 THAN 10'Pg THOSE: I WALLS L*Ir'LONGS NONE SUPPORTING SPECiFiED BY TRU59 MANUF,(MIN.2x4 IT Fax 904,317-2835 SHEATIN N C.S !3)led 5W 6 b (UC51f 5PF W/6`o/c.131x9"NAILS a MAX 24"a/c), NAILS A7 EACH REQ'D! WALLS C 15 LOhlGae STRAP �ENGINEERED WOOD U TRUSS - UN.O. HEADER KING STUDS MAY SERVE (21 5PH4/6/8 W/i/2"0 x PtROPUGTs USE P7'"J GAE3LE TRUSS A9 0131- STUDS AT THE ENDS OF 4-V2"EMBED EPDXIED SYR rax°POST. (UNE. � (2)"2 5YP TOP 1E, FASTEN W/(2) $HEARWALLS ALL.THREAD f 3x3xi/3" ON STRUCTURAL PLAN) r — — ` -'- — — — ROWS led 12"0/0 lUT1.OJ MIN.24"LA� 5PW4/6/3 0 A2"o/a OR WASHER WITHIN 3"OF 1 .... n TRUSS-TO-L CONNECTOR SEE U1I(12)1Dd IN LAf? WOPA'7;e RODS W/ 9TUpS/SPH4/6/9.' (2)r2 5PF 2x4 a E;A.CORNER Sq CLIP END OF LATERAL !BRACE 70 GABLE TRUSS SCHEPULE'FqR 91x3"xi/B" WASHER s 4"n/c ILA.4x4('057.(3)+2 SPF A 2x -5 LNG T Mi PA Np T 50TTOM CHORD WITH(2)H5 CLIPS, CONNEC"ll (I)HTT22 W/5/8"0 x ES-U2" (3)C51(v I 2x4'5 a CORNERS DIRECTLY 3 A R POINT OP GAB E "X" .,,,. 5W1 3 8 EME3EP EPDXIED ALL POST TO SLAB CONNECTION BENEATH BEAM WHEN 6xry IS N 6 CES INWA IN.5' / AT H EA GA5L11 GOTTOM CHORD TO TOP IE W/M5TA'5 SPH4/6/S*32"n/c SPF STUDS STUDS PER PLAN THREAD. TRAPS WITH A%44 OR A51J66 W/ I REQ'D• DJACENT TRU5 W/(3).131x3" STRAP W/0)10d/END W 48"0/0 OR.131x3"TOE RAFTEF2 7Q CQIVNECtbRS ` OR tUOOp'Tis (12)lbd ; 1/2"0x4 1/4"EMBED HTTI6 a 5/3"0x5-VY" "X° A NAiLS TO TOP'fE o 3"o/o-STAGaEREP AS 1REQ'D. RODS W/31x3"x1/8" (2)5PH4/6/3 W/la"0 x 4-1/4' EPDXIED ALL THnAAD 291 EMBED EPDXIED 1, ¢ 4/12 PIT LENCsTH CONNECTOR. WASHER a 6"o/c SW2 3 3 EMBED EPDXIED ALL (2r-516 (I)HTTI6 1 5/5"0 x 5-i/2' ALL THREAD a "2 SYR LEDGER FASTENED 7/16"APA,OR TECO RATED SHEATHING W/ad NAILS (U H5H8,HI6, x 4/12 C 1/12 IN 4 = 6'a/a MTSi2 ' STRAPS a 6" O.G.ALONG ALL PANEL EDGES AND 3N O.C. IN THREAP W/3x3x1/8" EME3ED EPDXIED ALL _" EAGW O@ r0 16"o/c STUNS w/.131x3" cv >1/12 piTC 4'n/a FIELD. BLOCK ALL EDGES(CONTINUE SHEATHING O$H9'S g$ WASHER-" THREAD. __ - ALTE:fl2N4TIVE A5 CTUN NAILS a EA STUD Fi MIDPOINT OF" ELE BOTTOM (NUE ) 11 (2)H5'S "STRAPPING, fE NOTE$s SHOJN ON (TRU55-TO-LEOGER JI (I)HI(a Q-$MT512 CONNECTORS,CLIPS, ' - S7R11GTURAL PLAN. CONNECTOR SPECIFIED ' 1) 5/16" HARDI-PANEL 15 PERMITTED AS SUBSTITUTION ' n >1l+' SEE PLAN AVS AND/OR 111001-."TEs FOR RATED SHEATHING ON EXTERIOR BY TRUSS F_WsINEER) �- ROU5 ARI= 1= PEap WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN / / A / /� / //1%//�/ / /1 BE=AM ABOVE IF FIRST OUTLOOKER 15 MORE JUJt�Ket 1'AND SHORTER MAY APA OR TECO RATED 6 INTERIQR BEARINGS �\ \�,\\�� ` ' 2x4"2 SYR LATERAL 5RACE AT RB'o/c. " „ , THAN 32',FROM FASCIA,USE ,TO-IE lod SHEATHING OVER SPF STUDS WALL° SUPPORTING 2) OPENINGS IN SHEAR WALL 5$C�MEiNr9 PERMITTED ONLY //�\/ . /\\//\\//\\/�/ TEC A.P.A.OR EA.13ix3 NA,LS TH M CIG4 BRAC!~ IN70 (24x4'S a FIRST OUTLO K ONLY HOLD DOU,NS IP 5HOWN ON THE FRAMING PLAN, REFER TO DETAIL �/\Y \ ( TECO RATED LEDGER a GQ ION SCHEDULE(PER TRU55! ErAGH TRUSSES THRO CHORD. EXTEND, ONLY FLOOR L-OAA9, PER TABLE D/BTL /�� // // // 9HEATHIN.'a UJ/ BRACE TO FOURTH INTERIOR TRUSS. I� 3Tl WALLS WITH BRICK V`NEE#t-�- FOOTING(SEE TYPICAL WALL g1=CTION) �\ FOOTINCs(SEL FOINVATION RV"0-116. . 2x(o w/(5)NAiLS 7 EACH.STUD- ----A //\/�,� PLAN FOR SIZE) I 6"/1?'b/c 8d RV"1117-1241_,2x3 w/(S)NAiLS a EACH STUD. e PIPTIONs $EECUREE BRICK VENEF-pt ALL-EXTERIOR WALL SHEATHING 3)HTT22 SPEGIPEP FOR SWi MAY BE SUBSTITUTED WITH ` NAILING- 4 SiDES r . MSTAIS STRAP a ' RV 1242-1502 2x12 ut/(12)NAILS a ;AGN 177rup. 4$"o/c QB.131x3" TQ U)O"o FRAME O TAL 4 T1Es ® "2 SYR BOTTOM fE :3 r ROWS OF IDd SHALL IN" WIT adA RATED HPAH027 W/(a3)1rvd T�P. P4RC1-1 POST � I ALT. BOXED TOE NAILS -q (�� 16"a/c HORIZONTAL d 32"o1c NAILS a 12"c/o,STAGGERED. SHEATHING WITH 8d NAILS aT 6" ' VEfiTICA� O.C.AT ALL PANEL EP[SE:5 Ai'Jq 3"O.C.IN FIELD(TYP-UNE.). SMEAR UJALL A55E1"iBL.1' DETAIL 3EAtM FRAMING DETAIL COLUMN DETA11, TRU56 LEDGER DETAIL 5T1 GABLE END BRACING DETAIL f� - - 3/4"T#G PLYWOOD - SHEATHING PANELS SHOULD aS 5T1 rI r 11 11 t II NAIL SHEATHING TO BOTTOM le 6'J6"o/o led NAILS 1 GLUE 1/2 1 -� 1/2 91 -+� 11 1 u 11 I 11 11 1 It ORIENTED PERpINDicULAR tv I iPa �i -� i =I -� 1/2 � 1 -(A 1 AND, ES�QQN�D BOARD PER Ri=C,)'p W/LIQUID NAIL OR EGlUAL. FRAMING MEME3ERS IF EXTERIOR SHEAR WALL EDGE:NA1L1Nra FINISH I$STUCCO,UN.O. (2).131X3° NAiL$/TOF--NAILS FROM-! NAILER TO HDR OR JAGIC STUD, ANO I$ACROSS JOINTS IN — — U5£43"$TRAPS I.L.O. TRUSS TOP CHORD MANO 6PAt37 W/CI.T'157A24 " WOOD'Tle ROD FROM ABOVE, � SF�CIFIf=p 40 5Tf74F'9 W/(91 10d NAiLS/FNP SECUREP TO BEAM VIA HTTi6 W/ IF LOOK DEPTH R 16" HORIZONTAL 2x4 SPF 02 !NOT REQ'D WHEN USING (18),6d NAILS,MIN. v BEAM SECURED VIA WOOP•TIE3 ROD t NAI1- SHEATHING TO TOP ti= HEADER PER BLOCKING E3TU1N TRUSS / /.. WOOD•TIE RODS) (4)led +u KING WOOD'TIEE ROD THROUGH / frER REQ'D SHEAR WALL PLAN URA1- II CONT 2x4(MAYBE OMITTED, IF(1)MSTAIS 16 USED CENTERLINEEOF BEAM W/ (I)HTTI6 W/(1 EAl- (MAT BE ROTATED EDGE NAILING PLAN STUD-T NP ANr I:R L FROM eLOCK-TO 5LOCK ACROSS EA TRUSS) 3#3x1/e" WASHER<NUT. 180' TO CbNG£AL FL ANGE) LACH FEND AND ATTACH 2ND FLOOR STUDS TP FLOOR TRUSS OR I-JOISTS EACH PLY. / �--- $,T FLOOR STUDS OR FLOOR FLOOR STUDS O OWER TRU55-TO-5 AND A.P.A.OR TECO RATED CO TO 2x4 • UPPER FLOOR STUDS TO LOWER 10d a 6"n/a FROM i5EAM W/40 LENGTH(43 IF L Up R L FLOORNT.2x4 FLOOR PERTH f3 16")OF C51 (2)r 2 SYR TOP e. 54AM WITH 40"L13NroTH OF C516 fe-TO-STUD CONNECTOR SHE W/(U ROW OF BLOCKING � TRAPS a 32"O/C W/00 10 FASTEN W/(2)ROWS led STRAPPING wJ(IU!0d/END. SCHEDULE FOR SPACING ATTACH FIN OF WINDOU) Oct NAILS 3 O.C.AT TOP' HORIZONTAL.2x4 5"r2 CENTERED FLOOR$Y$TEI`1 CONNECTOR(SHEET STI) TO HDR / NAILirC� I� (INTO 1£'S)AND BOTTOM ION 51-OCKING 5Tt1N TRUSS ci/ENP ICE NTERED ON FLOOR SPF SCUDS 12'o/c W/MIN.(12)led IN (INTO HEADER).NO SPH'S $Y5TEM)OR USE WOOD-Tie; LAP(U.N.0)MIN.24" LAP Cs$WOOD'T1s RODS a 4'o/c. 2x4 02 5PF NAILER 11 REQUIRED W1 UPLIFTS UP C� RODS a 6' O('G(4' O/C a 70 1000"/TR155. IF TRUSS ROOF SHEATHING INTERIOR LUALL5). CONTINUE SPF STUDS ALL JACK$TO HEADERS JACK AND KING STUDS, —� i CZLI,4 tTITY/SIZE/CsRADE/SPECIES SH A.OR TECO RATED M5TA16 W/((a)10d IN QUANTITY PER CALLO'UT UPLIFTS EXCEED 1000", WOOD BEAM W I, �E 5-LID COLUMN SPECIFICATION SHEATHING OVER SPF STUDS HEADER,(6)10d IN JACK. ON STRUCTURAL PLAN II EACH TRUSS MUST FSE CONTINUOUS 2x4 SPR 47 U1/(3J CJTI WOOD BEAM CONNECTION ALTERNATIVES CONNECTED TO THE ON 5TfR'UGTURAL SHEET 151 OR "2 5YP P7 50TTG1`i iE w/9P'H4/6/3 s I! 131x3"NAILS TO EACH TRUSS 1/2"0 x 4-i/2" EMSErDMENT WcDGcE HEADER SEE 51 + t m(a"o/c,131x3" u r Ir fin/ 52)Ti-IROUGH FLOOR SYSTEM TO 32"0/0 OR WOOD-Tis RODS A 6'olr ANCHORS QB EPDXIED ALL ENGINEERING SHEET. - - - - - -- ----- - ---- VERTIGA,. 1/2 = i .0 �I' FOUNDATION AND ADD(t)C516 , 5iOW WINDOW TRUSS TOP CHORD -� NAILS TO INTERMEDIATE •1(11. �r THREADS to 32"0/o W/2x2x1/8' PER PLY ACROSS FLOOR WASHERS OR WOOD•Tly RODS 0 OPTION FASTEN AIDJACENT 5LOGKING,ADD(1)NVA18 SYSTEM(OR.WOpD•Tta R005 " 4"o/c.WOOP,T1s RODS a FASTEN ADJACENT KINGS !GING$AND JACKS W/(2) STRAP UJ/(1)10d/EEND 'a EA (A7 ROWS OF 10d NAILS a CONT.TO FOUNDATION). I/2"0x1 EMGEp AS."/2'x2"xt/B' II ROWS OF Ica ®3"O.C, SPLICE(CONT.2x4 MAY15E WASHER AT 32"o/c OR 1/2"0 WOOD•Tia INTERIOR.SHEARWALLS ADD AND JACKS W/(2)ROWS HEEL/END VERTICAL i' = !1)Rol U OF !ed AIL a= 3' O N,E APLY, AS RODS a 6'o/c W/SHOT PINS ®24"o/c EITHER 24"o/a SHOT PINS Qg 16d OF led a 8"O.C• I UJOOD'TIE ROD ADJACENT OF TRUS5 w OMITTED IF (1)MSTA18 iS USED �+ • " 4"Q.C.STASGE REP,1 N • + SHOWN,£A PLY. W n a CASE HARD NAILS a 18"o/c. FROM SEA. RU 15LOGtC T , " 1/4 OFF 7i OF 2xra, Q1✓9 OR I6d CASE HARPS a 18'a/c. I TO KING STUDS EACH SIDE � ACROSS EA TRUSS) (U RDW OF 10d NAILS a!o'O.C. s � •� I • II OF OPENING 6'-0" 1/16"APA 012 TECO RATED STI STACsGEREp,WITHIN 3/4"OF •.. ALL JACKS TO BOTTOM OPENINGS GREATER THAN G£NTERLINE OP 2x4 " ')# i� '. . ° • " 6'USE 1/2"0 OR 313"0 SHEATHING W/ 6,04H o/c 6d NAILS • + FINISH s . • lEt 5HP416/8 PER JACK ANCHORS AT 43"O.C.OR - E3LOCK ALL PANEL EPGES, r 2 1/21, " _ <q 1 ' a ' 6 x 6 - W1.4 x W1.4 UAIF r° I I/4"0 7APCONS AT 32" OE. [L 'I • 11/2" GRADE � ( IWI55 , `� •. OR FlBERMESH r r WATERPROOF BARRIER ALL CONCRETE MINIMUM TRESS-TO-fR CONNECTOR; DOUBLE TOP IE OF WALT. + 2500 F'S1 COMPREea51VE SEE TRUSS SCHEDULE FOR FOOTING TO BEAR ON UNDI6TLR5ErD SOIL, $TRE=NGTH r+20 DAYS: TYPTiNG(SEE FO FOUNDATION TYKE(>:77L A t 5/STI) DRAWN YES NOTEr MASONRY STSMWALI-i-MAY BE USED IN LIEU OF MONOLITHIC.FOOTING. INSTALL ANCHOR BOLTS DETAILS) STUDS SHEAR WALL vi ,12" 5 �� '�� x� 2" 1 �/511 Ct4ECKED LAP (iF USED)WITHIN ON OF SEARING WALL ENDS AND WITHIN 8"OF DOOR OPENINGS IN!SEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. BUILT-UP COLUMN $CAL 3/l�0 �RADiT{01�1AL ME'rA�, co ��TQ$$ t11OOD�Tie ANGNORIf�IC, R g 02 Sim OR SYp 2x� PLATE HGT�. UP To ,�,-L v8° =26F* OR SYP2x8 S M BRACING OP TRUSS HEELS 5UILT-UP COLUMN BUILT-UP COLUMN DATA 5/15/02 $T1 MULTI -STORY TYPICAL WALL SECTION II PLATE HGT5. UP TO 'a'-I 118" SEEi ENWA_1 L 6HE THING- PLAN FOR NUN Od OF PLIES, 5T{ T�1'PICAI.. OPENING FRAMING DETAIL - U.N.o� 5T1 COVER 1� TALL) AT SI-SEAR i,UALLS FASTEN WALL SH�ATf- TO-TO-POSTW/MINBd's +n PLATS +GTS. UP TO 20� -7 JOS NO. STANDARD I. I It 1/2 , I -0 1/21t s It-Vt 1/2tl - it-fin 12" 0/C OR GYF'°JJM-TQ-PAST Ulr MIN cud's a 4" O/c r *TYPICAL. CONNECT10 o STUD Y /+� �+ SC��T. DETAf(� CQL,UM-]MACK-TO-KINGS STUD, MULTIPLE_-_RSL 1 POST CONNECTIONS -� TRU55 150TTOM CHORD MAY A95EME5LiF5. CORNER P05T. ETC. i/2 s V.011 �\\111' w TOP PLATE:MAY 5E 11 5111 51RACUP WITH EITHER (1)ILIOOD•Tiet ROD ADJACENT TO STUD POST IF PORCH BEAM I$ NOTCHED TO ALLOW PORCH 1414 THE Ix4 METHOD OR THE'- CONVENTIONAL LUMBER(2x5,2x10,2x12,ETC), (I)WOOF-TIE ROD BEAM TO ESE LET IN TO vv !=BLOCKING METHOD. EITHER ADJACENT TO EACH Sipe OF POST IF PORCH BEAM 15 WALL f=120VIDE L� THAT(I) ROOF 5HEATWINGT SUPPORTEP EDGE METHOD 15 ArDEQ'JATE ANLL ENGINEERED LUMBER(LSL,LVL,PSL,F_TCa a 2x4"2 SPP FOOT 15 ADDED • NAILING PER PLAN DOES NOT pEr1aEND ON THE DETAIL TO 5E FOLLOWED AT ALL The WCJUD•Tie.Ancharfrig kod System consist of vertical! oriented'/a"diameter,4307 threaded steel rads TO EACH SIDE OP PORCH y 4 OVE Ri EAta DIP EEENSION SEE TRUSS ENGINEERING FOR MAX LOCATIONS UA4C.RE L^X7�-BLOB WALL $" - BEAM 70 SUPPORT TOP e. secured t4 the foundation via an embedment,of not less than 4-1/4"into 2,SOOpsi concrete with an edge •�, �w r" N0.2 5YP'2x CONT.TO TRUSS t 0/e SPACING OF 6RACINIa-SEis RUNS BETWEEN TO PARALLEL TRU55E5. distance oft° PORCA BEAM MAY 59 NOTCHED IN ADDITION,(1)WOOD'Tis (3 when 2x6 framing is used)and secured with Simpson AT Acrylic Tie two-part epoxy,or tl t/4" MAX 70P PLATE W/O x31 - MATCH H.Ia'91 FOR ADP171ONAL TRUSS ROD SHOULD 153 INSTALLED othertwo-parte ox with equal or hi her allowable tension loads for the identical application two-part epoxy, AROUND TOP PLATE PROVIDED ROOF/pt-COR epoxy q g pp p BRACING INFORMATION. is .i•'. EDGE NAILING SPACINGS OF THE TOTAL DEPTH OF THE 15SAM IS TO EACH SIDE" OF PORCH Tt2,1SgES The rods,a single,continuous rod or rod segments coupled together,culminate directly above the top plate l ) r•�'f N BOTTOM Gt-iDRIp OF TRU35 (UP TO A 2X(2) SHEARWALL SHEATHING �9-1/4"UNLESS NOTED ON THE BEAM AND(1)MSTA24 � �W with a 3"x3"x10ga or lig"thick steel washer and nut whore it sccures the plates against vcrtical movement.00 (•,,�,� � � �.,:. _ 41 STRUCTURAL SHEET$1, SHOULD BE ATTACHED TO The not should be ti htened until the washer shows the Ali nest example of deformation about 25 lb*ft of (EITHER 6"o/a OR 3"ole). g � p ( Ix4 5YP CONT BRACING (1)SIDS OF EACH TOP fE torque). At exterior walls,one WOOD•Tie rod should be installed at each comer post-on the side of the post '�1�E ) SHEATH TRUSS CLOSEST TO w/(2)10d TO EEA TRUSS, CENTEi�P ON THE JOINT. 2X4„2 5F'P with the overlapping upper-most top plate-and at not more than six feet on center there aAer.Openings INTERIOR WALL LLV 1/16"A.PA.OR DO NOT 5PLICE - OVERLAP b * p P TECO RATED SHEATHING W/9d 0 3" L£pGRER w/ greater than six feet in length should have Otte WOOD Tie rad laced at each side of Cha o enin At interior .• JOINTS MIN(2)TRU55E8 (4)-1St X 3" walls,one WOOD"Tie rod should be installed at each cornu post-on the side of the post with the Oz-AT ALL EDGE$AND 12"O.G.IN 911 NAIL POST TO TO MAC44 overlapping upper-most top plate-and at not more than four feet on center thQreafter, Additionally,if no THE FIELD L.ATTER ALL EDGES VINYL SOFFIT LPDRGH HEADER INTERSECTING other hold-down is present,a WOOD Tie trod should be placed at each end of each shear-wall segtnent if the Jrij' O .- (L14TCH NAIL PATTERN SPECIFIED Il)/(U ROW OF TRU55 end of the segment does not coincide with a corner or opening, For two-story walls,walls over 11'high,or - I f 11111E t1i11 FOR SHTN'Gv w SW GELOW). SWI AND " 2x4 SY,F'TOP 13 .1 ix RAILS s 2" Mi-MSER - 3/5 APA PORCH BEAM, � 3 3 �'L l a.1,131x3" certain ether applications when a single,continuous threaded rod can't be used,a coupler should be used to $W2 WALLS ONLY, EPCsl!OF 2x NEED NOT 151! SHTN'G w/6" SEE O/C. USE WHEN NAILS a join two or woro pieces of rod together w create a continuos path from top plate to foundation.The couplor FLUSH TLV EDGE OF TOP 1@• FAST£TI SOFFIT TO e/a 6d 5TRUGTURAL BOTTOM should ba low-carbon steal with across-sectional area of not less than.20 ware inches,ideals 1'h"ton X JNEET 1x4 NAILER O (21 IDd G+�ORDS ON EYACH s9 y t 2x FASCIA OF: a EA E w/( STUD OR ad TO 1x4 MINIM 51 FOR TRU55 OR " p MTL FASCIA THRU. �a" MAXyER 1 fn' NAILER s 2x MINIMUM 51ZE=, DIFFERENT I 1/I G'.Bach rod should be threaded not less than/a Into the coupler and the two rods should make contact at FASCIA SEE DETAIL A/B FOR STUD HEIGHTS ON LEDGER or near circ middle of the coupler and be tightcncd so as to prevctnt the movement ofthc coupler or cithcr SOFFIT TO 2x FASTEN CHANNEL TO FRAMING, 512E/SPACING REQUIREMENTS, OPPOSITE TO threaded rod. �"'� FASCIA uV BIDING OR MASONARY VENEER w/ 511-jEo/OF B1-0CKINCs, At exter or walls,APA orTECO BCU rated sheathing,or 5/16"Hardt-Penal should be applied to ane side of t}te _) AE'PV'D NET O,H APpV'P FASTENERS MAX a 6"a/a ET O.I-I. 41 FASTENERS Y WALL. wall.An additional tow of 8d nails(6d with Hardi-Panel)should be placed at 6"o/c into the top plate 5HF_ARdIALL(SHEATHING 6 MAX 6"o/C. OVERHANG DETAIL FOR (3).131x3 assembly in addition to any other nailing specified for securing the sheathing to the frame. CONNECTORS PER PLA „ TOENAILS 0 At exterior wall applications where the WOOD"77e Anchoring Rods are used to a)resist roof uplifts,b)resist 5 OV SHA�G_5_S?-AER 16 NET EACH PORCH CLN'G NOS overturning maments,c)resist lateral wind loading(perpendicular to the wall),and d)distribute shear-wall OVERH4I G TAIL FOR STUD POST- I ly 2x4'7 $Pll POST 2x4„2 SPFV paLOCKINr TO 2 $HEATH PORCH CLN'G(5)w/ loads(parallel to the wall),additional intermediate shear canuectots are required.The intermediate shear D f „ PER PLY OF PORCH SEEAM FOR 5LOCKING a TOP PLATE 1 „ 1 „ t , .. OVERHANGS TO 42"NET 3/0APA- RATED SHEATHING CONVENTIONAL LUMBER 2piy 2x4 24„ 01C, OF EXTERIOR connectors may be either/t diameter X 4/s embedmentthreaded/epoxied rods or h'diameter X 4'* A 141461/12 p/c(od OR 8d NAILS. 02 SPF POST PER Pill OF PORCHembedment Powers Fasteners Blue-Tip Wedge-Bolts,located at or near mid-points between WOOD Tie 5LOCK ALL PANEL EDGE5. WALL. E3f?AM FOR iENGfNEE;REp LUMt3lrR EXTEF210R Anclturirtg Ruda',but in no cast more than 48' from any two author combinations;or/. diamctcr 7C 1114" embedment TapCon anchors or.163"(or larger)diameter X 1%m"embedment power-actuated fasteners, WALL located at or near third-points between WOOD"'Tie Anchoring Rods,but in no case more than 32"from any n, NOTE' CONTiNUOU5 lUQQD BRAGINCx two anchor combinations, THiS INTERIOR SHEAR WALL Piz-TAIL 15 INTENPEP FOR USE IN AREAS WHEN THE At each side of Cha shoe plata joint any one of the four intermediate shear corutectars outlined in lite SHEAR WALL RUNS PARALLEL r0 THE 7RU$5EES. THIS IS AN ALTERNATIVE TO CONTINUING SHEAR WALL FRAMING A15OVE THE PLATE LINE? TO THEE ROOF DECK. IF THE HOUSE'S 15 TIED DOWN USING preceding paragraph may be used to secure the plate and prevent horizontal movement.The shoe plate joint N PORQ4 BEAi`''i TO STUD CONvIENTIONAL 57RAPPINr3,REFER N TRUSS BLOCKINGfasteuershouldbelocatedwaitiu6"ofthejoiut TO THE 51 STRUCTURAL SHEE'_T FOR The typicalmaximum allowable teDsion load for each unit is 3,675#at intcrior locations and 1,943#at 5T1 ALTEi�'.NATE INTEE IOR 51--IEAEWALL FE?AMING 5T1 TRUSS 5RACINS 4 OyI�1ZPANG ALTESNATIVE 5T1 IUALL DETAIL f-OW"�r=AMCONNECTION 5Tt DETAILg � yy cxtericr locations,when inetalied as designed. When a 3"ed a distance iP used with 2x6 framinv,cher rca] tnaxintum allowable tension load for each unit ma be increased to 3 499#at exterior locations. B y'- 1/411 11-011 S / � I/ 'i � I'-0' 11 DETAILS. 1 I Y r ; �,n . " THIS DOCUMENT iS AN INSTRUMENT OF STRUCTURALGENERAL NOTES INSTRUMENT SERVICE FOR OTHERS FOR CON- STOP LATH AND SEE 5TI FOR VERTICAL WALL CONNECTION, 5TRUCTION OF PROJECT COBS-. STUCCO CORNS 4" CONC 5LA5 W/ 6XGsX10/10 WWF A5 TITLED 'r.3ELOU1, BEAD 1 BELOW INFORMATION DERIVED 2001 FLORIDA BUILDING CODE (FPC) 4" CONC SLAB W/$X6Xi0/10 WWF STOP LATH AND �,EE STI FOR VERTICAL WALL CONNECTION, FINISHED FLOO OVER , MIL VAPOR BARRIER TREATED OVER 6 MIL VAPOR BARRIER OVER 51-0PE 3/4" X 12" STUCCO CORNER CLEAN WELL COMPACTED, TRRa=A7ED FELL FROM r�lla INSTRtIM)~Nr ASCI: 7-98 CLEAN, WELL COMPACTED, TRL'ATED FIS EXP. JOINT AT GARAGE DOOR BEAp W BELOW 4". GONG SLAB W/ 6Xfr.X10/10 IWJF MAY BE USED CAN NOT SE USED FOR FINISHED FLOOR OVER 6 MIL VAPOR BARRIER OVER A9 BRICK LEpCx _ OTHER WORK$ UNLESS 199'1 NDS —. - -- vARiSS� CLEAN, W LL COMPACTED, TR>*ATED'FILL SLOPE GRAD �I AUTHORIZED BY THE GENEh":A�� =r''=� -*� - ��' _ - 4" CONC SLAB W/ bXbXiO/1fA 111111E SLOPE ---- -__ } _ (1a 4 RS5AR CONT, HEAi1> R COUR5E >- -i ENGINEER WITHOUT OVER 6 MIL VAPOR BARRIER OVER GR,ppE _ Em;> lh i DISTANCES a ARE Q[ tY.�-� INFRINGEMENT OF LEGAL �� _ CLEAN,WELL COMPACTED, TRE TED FILL __ iN,DISTANCES p I Ir i 4, I I-) STORY lMEN51 A RIGHTS. A..Design is void after two years from original date of issue, unless updated to acceptable codes and practices at that time. I iI I I IN �� i I I1=1I I I - " —I I I D ON8 RE Q..Do not scale. lJse dimensions From the architectural plan. Notify enginse+^ immsdiatesly if discrepaneie�s are found between plans. - = _ G - •� �; - --- r � - CLEAN COMPACTED � II-III(- - � - MIN. pi5TANGEB J II I I+ r-.-y-..,--r ��.-_,: � � 1 1 �`'lll IIII --•I ? STORY E i'D�SGi�ti�7fCJitil III 1==��i!=11 i i= _ I I I I I i I � I I __ 1 " 1 • SAND FiLL _ 1 STORY UJ/ 2 Ofd LE`a$ GOUftiSEv, C-Ail detai{g shat~ be in accordance with instructions from manufacturer or dssic�ner. +I L-- POU I _ ` I=I I I II --i—I - _I i(I I I )I I(w 0 � R STEMWALL SOLD OR U5E IO x20" FTN'G 1 1 I i`W I I(IY-=I I I- LI l I� I I 2.a'4 CONT. 1-STORY GLAII temporary shoring shall be the responsibility of the contractor, .II'�III) -Iiil----III III - I � _ -- _ -" I L _ _ (2)1°5 OR (3,014 CONT.- 2-STORY I)I 1 I—�� MIL VAPOR BARRIER L.1/U BRICK _ i (TYR VERTICAL REINFORCEMENTA "4 DOWELS � �I I l i T _ i i I 1, CORNER$ d �48"d/G THEREAFTER - BEND FouNC7AT_ IOi�s i-I i l l=: 16" I I I :1111=. III iI-�_I I I I-��-I I I f==1 I I(= I I I I--- ALL DOWEL6, a TOP t BOTTOM,I M5i_D 1 STOR`i' I1J/ BRl K MINIMUM b" INTO FOOTING /12" INTO$LA5 g rS p —III 20" �)I I I I I =1 I I— 12" �(lr4 CONT. 1 III III i I (GROUT ALL CELLS W/REINFOF"ZCEMENT) r A.This design has been compteted in accordance with pertinent stanolards, recommended deal n soil parameters, and accepted � _ — � � MAX. raTEMWALL FIEIGNr: (S) 4 enginaaring design procedures, and is based on the bast information available at the time of completion, The design is intended 2 STORY) 1—I i I I i I-—IIII—I I I I1 STORr TINc��zs= ' o minimize diffee re rtial movementWIG EMIC1C I2"WIDS W/(2>*4 CONT. S" COURSES WALLS 7 (r9) a" ICORY FOOTINn SIZE resulting from the heaving of expansive soil or settling of subsurface soils. it must be recognized Wl 1�iRICK 20"WIDE (INCLUDING LEC�GE)W/(3104 COURSES HIGH REQUIRE W/o BRICK 16"xW W/(aro CONT. ��A I OI l IN WJ/BRICK 20"x8"W/(3,04 OR(2)"5 CONT. that foundation components will undergo movement. Any subsequent owners shall be appraised of the sail condition and advised to I V W z sroRY ADDITIONAL ANALYSIS s maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and W/o BRICK 16'WIDE Wr(3r4 OR(VS CONT. REINFORCEMENT. finish Work above the floor slabs, etc, 10 E A R I NG 5 i E� C)OWN W/BRICK 244 WiDII (INGLU0INC*LEDGE)W(4r4 ori(3r5 WWJ�K 2a x LU/a,a ole(2�cCoONNT. �,,De:Sign has been based an a non-expansive soil with an allowabis sail bearing capacity of x,�per. Active EFP= 90 pcf (level backslc�pa), 1 - TYPICAL 1:=Q'UND,4T i QN DETAIL 1 TYPICAL FOUNDATION DETAIL `W Sac-VIII adjacent to foundation walls shall not be placed until the walls have sufficient strength arid have been anchored to the floor _ .system above or adequately braced to prevent damage to the wall. _ 0,Refer to the Geotechnical Engineer's report for all soil requirements for this site, L All foundation pads shall ba farmed to proper dimensions as indicated on the drawings and centered on column or wall. ' SEE 5Ti FOR VERTICAL WALL CDNNECTfON. F, The location of foundation jogs, steps and top of wall elevations and connections are critical to foundation performance. These items 4" CONC. SLAB W/ 6X6X10/10 WLUF 5 1/2 are shown on thea plans but may change during the actual construction. As a result, this design can not address proper foundation OVER 6 MIL VAPOR BARRIER OVER ► MAX. 2 COURSES configuration unless stated specifically on the drawings, GLEAP WELL COMPACTED, TERMITE 4" GONC 51-45 W/ 6XbXl0/10 WWF ABOVE 5LA8 LEVEL, SEE 5Ti FOR VERTICAL Builders i/2 WIVE GONG. SILL 70P E MAIN TREATED FILL OVER 6 MIL VAPOR BARRIER OVER WALL CONNECTION CLEAN, WELL COMPACTED, TREAT1r FELL `STOP LATH AND SLAB LEVEL. TOP TO GARAGE FLOOR CONCRE Er N a " " lly'4 CONT. IN So1-1D G=ROUTED . STUCCO CORNER VARIE$t MAX 5 1f2 (HEIGHTS ExcEi=UINCx r BEAD t BELOW • WIDTW REn ADDITIONAL ANALYSIS) U-BLOCK COURSE FIS 'tS©�1 C� VARIES rw.�,,.� -_ _ FINISHED FLOG 4" CONC BLAB W/&x&xl0/10 WUP TYPICAL 5L.AB .4,Detail reinforcement in accordance With AGI 315-HD (Revised i9$$1, Detailing Manual, Minimum concrete cover for resinfaresmaC+t '%' _ �I -_—_ - OfJacks�vnviile A� -' _ ..r•� ( •' I -I I I i ;IIII. ,,I I OVER o MlL VAPOR BARRIER OVER CLEAN,W LL COMPACTED, TREATED Fi'LL T1 P. VERT. , Shall be as (allows: _ -� MIL VAPOR C3ARRIER RI► _ Desi nCenter fn I _ __ � g c. —_ = = — -- _ 1) Concrete cast against earth 3" - --1 - g °PIT ��11= —11Iif iI IIIi 2)Formed concrete exposed to earth or weather 1.1(2" ' I-- =I �- GRADE '`Ti =- _ ill( (Ili=�-ff ifII�f=IIII;;=;Illi -- _ 3) interior slabs, walls 3/4" i-- I IIII== _r1J�4 CONE_-I CLEAN COMPACTED =IIII ' (I I I!i I I (I �TY1-11. FOOTING SEI+ I/5T2 FOR tj�jQ/ Roosevelt ^3�VC) ==`IIII—iII IIID III a" _ I --- �-- _ SIZE/REINFORCEMENT 9L Minimum compressive design strength of concrete used For foundations and slabs Shall be3� psT � 28 days. PWRI IIII:—-IIII=�11I I��— SAND FILL �IIi1==_II•� _llI I�lll_1�11i1 Jacksonville, Florida C.Reinforcing ste,sl shalt conform to ASTM A6la, grade 40, . + _ , I I I 3aa.�4 D,Longitudina l reinforcing in wa its and footings shall be continuous at corners and Intersections. Matching corner bars shall bs used. Illi- minimum lap of.reinforcing shall be 40 bar cilameters, but not less than 20". —IIiI== • • + ; _ IIII: Tel W4.1-1a-6100 TYPICAL FounlvaTlON Fax 94.31'1-a83' F_All concrete operations, including but not limited to mix design,mixing, transporting, placing, reinforcing detailing and placing, curing, 5 rEl� ��I i I� T and testing shall be done in accordance With the requirements and application of ACi 301-84 ($5), "Specifica.tions for Structural Concrete". W p{MEN510Nv AR II(i-- I I—II I�—III I �Q= 11 NON-LOAD BEARING TUFRNED DOWN EDGE ►N.D►�TANGES A_Framing lumber shall be as follows or better: 2 FOUNDATION AT GARAGE 2 FOUNDATION AT GARAGE 2 x Rafters/E5eams/Joists a'2 Si'P 1,5% M.C. --- I-Joists Provided bey TrusJotst, or equivatent. ., Engineered Beams Provided by TrusJoist, or equivalent. 4" CONC SLAB W/ &X6X10/10 UUF Plates a"2 5YP 1�90 M.G. OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE OVERLAP SLAB RECE95 SLAB 3/4" FOR ,-turfy "2 5Pfi 1�% M.C. - Typical - Unless Noted Otherwise „ HEADER fi3i.OGiC 4R M1 Stud Grade 5PF IS"o TREATED FILL THRESHOLD M.C. (2x4 up to $'-1 1/8", one story residence only except part{ally enclosed structures) 2 FORMED g CAST e 1 1/2 All palls shall be type "Common' unless noted otherwise. Options to using common nails are as follows: STEP DO" 1-1/2" DEPTH : $TUP + 1 i/4" (FROM OUTSIDE FACE OF BLOCK) 12d x 10d=0.131"x3" Gun Na i is RECI r+ra SLAB 3/4" FOR eGD VARIES Sd=0.099"x2 1/4" Screw/Gilua Shank Gun Nails (provided that the o/c spacing is reduced by I/3, I.1±,: ad '� 6"/12"o/c becomes 4„ CONC SLAB W/6X6X10/10 UA,IF _ _ �'`' - � '� - n _ ,OVER 6 MIL VAPOR BARRIER OVER — __ I 0999"x2 1/4" 4"/8"a/c.) ,...�:T'� �' - �_ �� C_Where not otherwise shown an plans, all nailing or screwing shall be as Indicated in the current Florida Building Code, ASCE 1-136, + TVP, SLAB GLE,�N1, UJ LL COMPACTED,TREATED FILL -11 f �I I I i-�f I - I I I;I l I I�i i TYP. SLA�3 and/or 1991 NDfS .. •.• , - _ _ I'�i111=-=II I1'.=-- rtII I III=-.. �,-______..,.__ referenced above. All sheathing must be nailed or screwed 4 adhesives SHALL NOT ba used in place of palling. -- -�� •: I _- VIII ( _ _ W I I I =IIII=IIII- I i i I I I I i IIII I D Metal connectorA to be provided by SIMP50N. Alternate connectors wf equivalent or higher allowable loads may be used in lieu of CLEAN COMPACTED I--- - r _ YPICAL FOOTINGSTYPICAL FOOTING 5E1r 1/97? FOR i bpecifie components. _ _ (2)14 CONT. - i-STORY _ - -"' • • SAND FILL uu „ SES 1/9T? i l SIZE/REINFORCEf^1EN E, All exterior walls to be sheathed with min "(/16" 0.5.8. with $d 6" o.C. along panel edges, la" o.c. in field (8" With partially enclosed III 1 =1 i I i-1 I I Ii- _)I(!moi I l i -1 I — I 111- _i 111 1111==1 i l l FOR SIZE/ =1 I I I- i II i I I I1 _ !2J"5 OR!3�'4 CONT.FOR I I;_III REINFORCEMENT structures), except as noted on 5tructurdl plan. ice°= Il----1 -STORY P Enr�ineered componats (trusses, I-joist, etc.) shall be installed per manufacturers ypscificdtions 4 directing, --- I STORY TYP{CA►. FOUNDATION G-All permanent bracing of trusses with continuous lateral brace, shall ba dlagoriaiiy bracsd per HIB-91 spaced not more than i6 feet o.c.. and. I i I I MEN==$ ti w 7:�= n sposito , X Cheek z 0 9 19 LU QD o i, z ]Francis Cove EluplexesCL Assoc . , U- Inc . 0 0 L0 1852= 1854 Architects w a earors � a� sonviLu 1 o • 4540 Southside Blvd. c Duval Floridasuite 502 U) ' Jacksonville, FL 32216 p (904) 641-6649 L r'« LUairJ �y3 Drawing Index -�. , _ �� `I ,: F!, z Shta No. Drawing Title FL Llc. No. AAGOO MA Al Title/Index Fred R. Cheek A2 Architectural Foundation Plan A3 1st Level Floor Plan A4 Not Used - A5 Building Elevations IY A5 Building Elevations I A7 Roof Plan ( ] U A8 1st Level Electrical Plan m w � A9 Construction Details fL1 X lu �. L � o � � FLx� .�,AL �,cri GABB AT oN5 Building Code Summary C uPRO ECT LOCATION V AN 2 1 2004 Al3V AaovE FLR FLOOR sDLtS SIDE LaGHrs CODE ENFORCEMENT JURISDICTION: DUVAL COUNTY ' ' I m AC AIR CONDITIONER FP FIR!~PLACE 6GD SLIDING GLA55 DOOR W AFF ABOVE FIN15HED FLOOR FR FRENCH DOOR(S) $H (2) SHELVES (0UAN17Y) ZONING CODE:THE PROP05ED 5TRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONINCZ CODE FOR �. �- at- AIR HANDLER UNIT FXD FIXED SHWR SHOWTOLUFLR RE51DENTIAL D15TRICT5, INCLUDING MAXIMUM BUILDING HEIGHT OF THIRT'T' FIVE FEET (35—). � HLK BLOCK FXT FIXTURE 7.H. TOWEL >3AR CA05 CABINETS GLS CLASS TP.-4. TOILET PAPER HOLDER CLG CEILING HH H05E BIH T45 TU5 and SHOWER! H IL ZONING CLASSIFICATION'. �� _T _..... --- .__-. ---._..._... _. -- �� l QU.,t�tI�I! Speed ed on. � CHR cHAf R RA K5 KNEE sPAcE TEMP TEMPERED (J) WIND ZONE: COL COFFERED LAV LAVATORY VOLTRANSOM 105 MPH Ii0 MPH 115 MPH 119 MPH 120 MPH (WIND-BORNE DEBRIS) 7' COL COLUMN LT LAUNDRY TUB VVOLUME r COMP COMPRESSOR MR5L MARBLE WC WATER CLOSET Francl*s CCRN MLD GROWN MOULDING Mc MEDICINE CABINET WD WDpD FLORIDA 15UILDING CODE:2001 EDITION FLORIDA 15UILDING CODE - FUEL GAS: 2001 EDITION ``k FILE C01 CVAG CENTRAL VACUUM SYSTEM MIR MIRROR WH WATER HEATER - DIAL CENTRAPOU5LE MrL METAL wNCT wAlNscoT FLORIDA BUILDING CODE PLUMBING:2001 EDITION NATIONAL ELECTRICAL CODE: 2000 EDITION , : COPY �� V DIAG DIACONAL OH OVERHEAD Ws WATER SOFTENER FLORIDA BUILDING CODE - MECHANICAL:2001 EDITION FLORIDA FIRE PREVENTION CODE;2001 EDITION z s*:Hakes ;. VILE OFNDDR DOOR RY DRYER OFT G OP ONAL WASH WASHER OFFENING ,. �� Y&LL46gHI w. ,n 1;)wDf5HWA6HER R45 CLOTHES ROD and SHELF ASSEMk3111' BU5INE55 EDUCATIONAL ` Y � LINE (MAT.GHANC:E) SOA REP REFRIGERATOR Y iFLOORSD. P D15H s CV �n MECANTILE FL FLOOR RESIDENTIAL FAGTORI' INDUSTRIAL ' _ �" � � � r }`� 'X L; D. E5 EYEBROW Occupancy "Ell 11 Klm Classification INSTITUTIONAL (UNREST) INSTITUTIONAL (REST) STORAGE r HAZAR.DOUs MIXED OCCUPANCY == N/A Z 4, fi�DDP ,455E1„IBL�' CPEO' FBG i0�_2.1.1� i+ P: INDICATES PRIMARY OCCUPANCY, 5: INDICATES SECONDARY OCCUPANCY = h TYPE I TYPE IV (P) TYPE V (UP) ✓ � € ROOFING SYSTEM: ASPHALT SHINGLE OVER HIGH $ OPE ROOT= (4:12 OR GREATER) Construction TYPE II TYPE IV (UP) TYPE VI (P) M I ' sal �C 1 a r { c 1 ra TYPE III TYPE V (P) TYPE VI (UP) IT ` MATERIAL: FIBERGLASS REINFORCED HVY WT ASPHALT ROOF 5HINGLE 'Type �� ° _ l �� W/ ONE LAYER OF UNDERLAYME�J FELT. MIXED CONSTRUCTION ++ ! '';�C l i s� s r J050: 034154 ++ _ rr ► M � -- a � DATE: 12/9/03 ? P: INDICATES PRIMARY GONSTRUGTION, 5: INDfGATES SECONDARY GONSTRUGTfON €, + FA5TENING REQ.: FOUR (d) ROOFING NAILS EACH SHINGLE, PER SHINGLE � � �> P � DRAWN: JAX MANUFACTURERS WRITTEN SPEGIFIGATIONS SPRINKLED: YES NO FIRE DISTRICT: YES NO . Building Height APPROX HEIGHT AFG: 17'-4" MEAN ROOF HEIGHT AFF: 13'-0' t' iI * FLA514ING REQ.: CORRO51ON RE51$TANT METAL FLA5HING5 INSTALLED FIRST FLOOR A/C: 7 10:p OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA PER DETAILS, SEE SHEET EIGHT (S). Building Area SECOND FLOOR A/C: NA OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NAW 2,210 OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA APPROVED CJ) WIND RESISTANCE RATING: 110 MPH OR GREATER, A$ PER ASTM D 31rv1 (I"IODIFIED). TOTAL A/C: CITY pF ATLANTI i' W GARAGE: NA — SUILDIN REVISED: _ LANAI/PORCH: NA ~ �� ENTRY: 9 2043 w 104 Q 7 t41 Miles J TOTAL UNDER ROOF: Lot Area GROSS AREA: m®0000 U WIND ZONE LOCATION t%elAP NT5. PROJECT LIES IN THE 120-IPH ZONE. P r r. r 0 I V 1r O CITY OF ATLANTIC BEACH z BUILC)AG & ZONING O � DE�v 2 2003 o 0 COPYRIGHT 2003 E5P051TO, CHEEC t A550C., INC. 6) � PF-SIGNER HEREBY EXPRESSLY RESERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THE5E DRAU)ING5. THESE PLANS, DF-SIGN5 AND DRAWINGS ARE NOT TO 5E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER LUHIAT5OEVER WITHOUT FIR - ST 05TAINING THE EXPR55 WRITTEN PER`91551ON AND CONSENT OF E5P051TO, CHEEK AND A550C., INC.. NOR SHALL THE5E PLANS 5 jjC =YyARTY ITIgUTfA�0+Y�TAINING 5411) LU ITTEN PERMISSION 4X1 U& ^, �T1C SACH UtL. :1=F IG6 JAN 2 � 4 • _Q err rrrrrw� u.n■ L IJ SLAB NOTE 5AEsposito .. r I. FOUNDATION 15 DESIGNED FOR AN A55UMED 4. HEIGHT OF ALL STEP-DOWB GNS SHOWN ON r zB I>0P$. IT HALL BE RHE CONTRACTORS AT BUOF INGS ARE MINIMUMS 4,nd MAr VERY ILDERS OPTION A5 REQUIRED BY 3 5E)RM MODEL 3 1312RM MODEL_ Z RESPON5IBILITY TO VERIFY THAT THE 5OIL 51TE CONDITIONS WILL SATISFACTORILY SUSTAIN THIS LOADING. ENTRY LEFT 5EPARATION WALL ENTRY RIGHT 0 5. VERIFY LOCATION OF ALL PIPING and Q 2. (4')2500 P51 CONCRETE SLAB W/ &x(o CONDUITS REQUIRED BELOW SLAB. SEE 10/10 WWM OR (4') 2500 PSI FIBER-1E5H FLOOR PLAN FOR ALL PLUMBING FIXTURE: CONCRETE 6LA5 OVER ro ML POLY- LOCATIONS. I ETHELENE VAPOR BARRII=R OVER CLEAN -7 COMPACTED TERMITE TREATED SOIL (TYP) z 3. VERIFY LOCATION OF ALL INTERIOR LOAD 50, 4, BEARING PARTITIONS W/ TRUSS ENGINEERING All CL DRAWINGS and PROVIDE THICK>=NED 5LA5 Ass®R,%c AT ALL LOCATIONS (SEE DETAIL) oe _ MINIMUM STEP DN DISTANCE � n � 0_0 RETAIL/SECTION NUMBER DENOTES-STEP DN OR GE'D'ETAIL RECESS IN CONG SLAB PAGE NUMBER DI=NOTES-SLOPE CONC -%ctsW SLAB I/8" PER FT (MIN) Archibe U I 7) 10 LU 4540 Southside Blvd, 10� suite 502 cn Jacksonville, bb4921 b p _ I N I -m�-ml' I (904) 641- Ljj -1W 3S I - a' I c ��-�N � I � w:�..�.N� �.j _-W I I W _ _ ,1�;,, R F_7 ,,0 Q., e = ♦� L ;`" ` 1 PROVIDE PVC CONDUIT PROVIDE PVC CONDUIT L `'Fl`` •`+"� �T ♦ TO ANU A5 REQ I TO AHU A5 REQ I :: `�;` "�� e �6LP I ♦, �i sLP< e FL Lic. No. PAAA ,�� ►5b4," ` I Fred R. Cheek,- Q 0 �pSLP ( I I SLP 0 Q ZA NOTE !I! I I I LL r ROOF TRU55 ENGINEERING WA5 NOT AVAILA5LE PRIOR TO ISSUANCE OF THESE CONSTRUCTION DRAWING5. VERIFY INTERIOR ROOF TRUSS I I ( m 35EARING WITH THE ROOF TRU55 ENGINEERING � PRODUCED SPECIFICALLY FOR TH15 PROJECT. I I X U4 L LLI } I m tu 2N I 1 21 ' I N -�I-4' (MIN) I l e I I I (MIN) _j I I J05*: 034154 cv I I N _T - ...IBµT HB D 12/9/03 DRAWN: JAX c[ 141-Io" 14'-10" ISSUED: 0 25'-4' 25'-4' W �� -a' REVISED: w 2 W ."J 5EPARATION WALL. U Q 0 z FCU AT I ON FLAN 1 /4 II = 11 . 011 0 Do ARCHITECTURAL 1-10NOLIT4IC • Q COPYRfGHT 2003 E5PO51TO, CHEEK s A550C., INC. DESIGNER HEREBY EXPRE55LY RESERVES HI5 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLAN5, DE51iGN5 AND DRAWING5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PER`11551ON AND CONSENT OF ESPO51TO, CHEEK AND ASSOC., INC.. NOR SHALL THESE PLANS BE A551GNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERM155ION AND CONSENT. 4 4�Lafjt 6t i • Q EspositoX � r A B C Cheek z 3__5-..r-)RM MODEL 3 SDRM MODEL O ENTRY LEFT SEPARATION WALL ENTRY RICHT p 5o'-4, & Fw-- z 25'-2' 25'-2" � Assoc .00' ll'-a 1/2' 2'-a" 10'--1 1/2" 10'-1 1/2" 2'-a" ll'-8 I/2' LL loe wle oe 6'-0 1/2" 5'-8" 5'-2' 5'-5 1/2' 2' 2 5'-5 1/2" 5'-2" 5'-S" 6'-0 1/2" Inc . O 2 A9 Archite%cts Lu 3052 5H 3052 5H 3052 5H 3052 5H CCS'-10112' HDR) (6'-10112" HDR) Cw'-10112" HDR) C6'-10'12" HDR) Q 4540 Southside Blvd. C suite 502 vn w a l I Jacksonville, FL 32216 p 2x4 02 SYP - I D #21 OWR5 I OWI �L� s I 5 E D #2 I - (904) 641-bb49LU 0 I `i � I 0 (2) 2x10 02 5YP W/ I a" 8' CLOS 8' CLCCx 8' CLCx 8' CLCD $, , ' , Nitr"rr, �r . 112' PLYWD FLITCH ct) ( I cO l I ' ' 1 n r r "' 3'-0' I ,�►� ' ' MATCH TOP OF WALLS — ( ��`)t - 5'-4' 3'-3" 3'- /2" 21I 8"� 3' 3" 7'-4 1/2" 2" 2" 7'-4 I/2' 3' 3' m2 S' 3'- 1/2' 3'-3" 5'-4" I I —` - ��F+ /„ ` (� - ••`v' 00 00 N 1VV COND �4 �9 COND r SOFFIT (SEE SOFFIT DETAIL) VINYL 1=1N15H BEAM - `) / �tm6a I 40(28 \ :�nii MeH Ras A9 Ra5 r C7'; `' `' .. �,,.•��'' ALL >=XPOSED SURFACES - 2x6 TRIM LU/ CHAMFERED EDGE 2062 cn I cel 20rv8 'i,�, "�t••'•f WRAP COLUMN a MITER CORNERS co a, GL[� 2B6a FLS 2aroa S L' FL C. No. CROUTE INTERIOR SURFACE OF - r — n n " — Fred R" Cheek C TRIM TO ACCOMMODATE P05T _ cp cA 5 " 5 � I ' aASE ANCHOR) �' �' za68 �' . <nI I i�l I . B TN O. ATN 11>I I = 2aroa co `� � Iml I a' c 1a' CLG I Iml Q I� 0 mdU 725 INYL I INY T45 HB 40&5 �r — zn rIZ — -�� 4r0ro,5 _ HB WH 1 Imo? `� �'I ISI I I ISI = 14) �' A U. 1 WH WRAP WD P05T W/ (2) L / IN I /\ I Q 1x4 a (2) Ixro WOOD TRIM _ IG — — U U 4x4 WD POST W/ P057 _ JTOR. 2x6 WALL 2x6 8' CLG;3 RaS (3)5H C3)5H Ra;S a' BASE GAP ANGI IORS -1 (SEE ENC:) 0 28roa �+ 40rv8 `' 206a I 20roa `�' 4®rob `" 2aroa LL a,\/ 2x8 TRIM W/ CHAMFERED EDGE WRAP 0 0 s ,4�T� 725 Tay AT �� ? c = U- 6 5' CLG 8 CLG Ip U- s �j U COLUMN 4 MITER CORNERS CROUTE 0 � D (p� 8 -- INTERIOR SUR;=AGE OF TRIM TO _ '1. VINYL VINYL 8 �� al, _ ACCOMMODATE POST BASE ANCHOR) �`" — — — 7 I r — - - _ rt OHC 0 DHC DHC 0 0 OHC �4 -1- - BED — _ _ _ — �- - - - - - FIN GRADE OVARIES) ry � _ Ca o 3 _ I _ _ � c� f - I 5EED 3 ``' � I �' L — J RANGE RANGE 1-U � Q e 8 CLCs } REF REF 8 CLCD �+ c W/ HOOD W/ HOOD <ITCHF-N �, z U- a' CLG a' cLG u r VINYL 51NK SINK VINYL 67 II I II POST D 11� 1 = 1 - 0 w — — - - - - - - - - - - - - - - - } �- 8"W 5AR LEAF a"W BAR LEAF Q at 42' AFF W/ at 42' AFF W/ 0 U 2x4 WALL eELOW 2x4 WALL BELOW = p 10'-11' 3' 2' 10'-11" 2' 3 2" 10'-11" ' 2" t j IN fNC DININr �, IL � � 8 �; A9 r; m ` L IV I NG; L M NG FOYER I LA FL cv VINYL 8' CLCD 8' CLCCx VINYL a, ,n FL FL TI 4052 5H 4052 5H W-10112" HDR) 61 W-10112" HDR)) } I > 03 —A n • 0 I I Q ENTRY ,� a ENTRY d +a' CLG m m +a' CLG I I 4x4 PT 4x4 PT- I al BM ABV f5m ASV P05T JOB": 034154 POST - - - - - - ===== U DATA: 12/9/03 (2)3052 5H (2)3052 5H cv 2, (6'-10112' HDR) W-10112" HDR) HB 2 DRAWN. JAX " Q Ha 2 TYPICAL OF TWO CHKD: Lv A9 ISSUED: 0 5'-2' S'-2" 7'-4' 1'-4" 2' 2' 1'-4" 1'-4' 5'-2" 5'-2' W A fRE A 5 10'-4' 14'-S' 14'-8" 10'-4' REVISED: LU let LEVEL LIVING: 1105 I—• 25'-2' 25'-2" 2r,d LEVEL LIVING: NA LJJ J 50'-4" OTHER NA Q TOTAL LIVING: 1105 * U SEPARATION WALL GARAGE. NA D E F LANAI: NA 0 Q ENTRY: 52 0 Z II _ I II STORAGE 21 # 3 O �L 00 FLAN 1 /4 �. , 0 TOTAL UNDER ROOF: 1184 • Q COPYRIGHT 2003 E5PO51TO, CHEEK 4 ,4550C, INC. DESIGNER I-IERE15Y EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT5 IN THF-5E DRAWING5. THESE PLANS, DE51GN5 AND DRAWING5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIR5T 05TAINING THE EXPRE55 WRITTEN PERM1551ON AND GON5ENT OF E5P051TO, CHEEK AND A550G., INC- NOR 5HALL THF-51E PL AID WRITTEN PERMZ510N AND CONSENT. • Q Q ■�� .rrr■.�r w LU Esposito , C r__ Cheek z O a W z C Assoc . �- / W Inc . D W Archit Cts 12 � 0 4 4540 Southslde Blvd, C suite 502 cn Jacksonville, FL 32216 p BRG — MAIN 8'-llia' (904) 641-W9 H VINYL WRAPPED BM � ❑ �� a 4X4 PT P05T ......__. �..._ �,... .._...,.. -. Fly r � .`r• •h -•�J••L►" rry. �aT / APPLIED TRI 0U� 1 (SEE DETAIL) � r . aFP' 3 FIN FLR MAIN O'-O' [ +.��.•''�r G s'� FL Llc. No. ' Fred R, Cheek D • RICHT .51F-..) r= ELEVATION 1 /4 " = 1 ' — O " ci Ci lu m � � X w A B C } o 3 ]3I7RM MODEL 3 M)fgm MODE ENTRY LEFT 5EPARATION wA!_L ENTRY RIGHT Q V � u W LU 0 u � u o u 12 I I 4 I Cal MAIN VINYL WRAPPED BM --- _ JOBS: 034154 i 4x4 PT P05T w/ APPLIED TRIM DATE- 12/9/03 (6EE DETAIL) DRAUJN: JAx FIN FLR MAIN f m'-m' W Cn BREAK 51DING VINYL 51DING " W at CENTERLINE W I I I J Q U SEPARATION WALL, Cn D E F A 0 z I. o R FONTELEVATION 1/� � 11 - 0110 C0 COPYRIGHT 2003 E5PO51TO, CHEEK s A550C., INC. DE51GNF—R HERE15Y F—XFRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THE5E DRAWINCs5. THE5E FLAN5, DE51GN5 AND DRAWINGS ARE NOT TO E E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT50EVER WITHOUT FIR5T 05TAINING THE EXPRE55 WRITTEN PERMI5510N AND GON5ENT OF E5P051TO, CHEEK AND A550C., INC_ NOR 5HALL THE5E PLAN5 5E A55IGNED TO ANY PARTT WITHOUT FIR5T 05TAINING SAID WRITTEN PERMI551ON AND GON5ENT. Q Q LU K�7= G r— Esposito , � Cheek o 0 0 W z ssoc . CL H Inc . a Architects W 12 4 4540 Southside Blvd, � suite 502 va Jacksonville, FL 32216 Ca BRA MAIN 8'415" (904) 641-6649 LU - _ o 6 ❑ ED ❑ Elj ❑ F0 VINYL WRAPPED BM � 7 r , oe �.. �— -- 4x4 PTP T r �• �4,' �a J, ' W/ APPLIED TRIM (6EE DETAIL) Sgr i I, -XDy i I _... iL -- + Y FIN FLR _ MAIN ,a'-m" t�r�,�i,.•� r•" FL Llc. No. aAQ2,5 Fred R. Cheek VINYL 50(NG [� LEFT SIDEELEVATION 1 /4 = 11 . 011 Q ci U a X Uj C g A � z 3 5P MODEL 3 5PRM MODEL, ENTRY RIGHT 51HFAR,ATION WALL ENTRY LFr-T of � U � I I to � 1l-1 u U U 12 <1 X11 4 co BRG MAIN r 8'-Ilia' - J0E3#: 034154 - z -- �.- DATE. 12/9/O3 -- - DRAWN: JAX _. _._... _ _.. 155E D FIN FLR _ MAIN O'-m" ILU W BRl=AK 51DINCx Cx RE1/15ED: _ at G�NTSRLIN� VINYL 51DIN �„• W I I I J U 61HPARATION WALL � >F E a A a z 0 REAR ELEVATION 1 /4 © COPYRIG=HT 2003 E5P051TO, CHEEK t A550G., INC. DE5IGNER HEREBY FXFRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT5 IN THESE DRAWING5. THESE PLAN5, DE51GN5 AND DRAWING5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PERM1551ON AND CONSENT OF E5PO51TO, CHEEK AND A550C., INC_ NOR 5HALL THE5E PLAN5 BE 455IGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERM15510N AND CONSENT. Q 0 DECK W PLACE SHINGLE5 A%' PLACE SHINGLES OVER SAYE AND RCLOSE TOGETHER EDGE9 5UT DO NOT CROUID TO PROVIDE DRIP EDGE ALONG R.410E PLAGE I3i21P EtaCaEY. 2' h11N SIDE LAIC ALONG RAKES,CEMENT n ALONG RAKES,CEMENT ON TOP OF UNDERLATMENTSHINGLE$ TO UNDERLAYMENT SHINGLES TO UNPERLATMENT ♦ � AND EACH OTHER IN A AND EACH OTHER IN A X 4' IUIDTH OF ASPHALT 4' UUI TH ASPHALT too r ....................I.......... ..... 36' WIDE UNpERLArMENt INSTALLED p OF HAL S 0 0 U1ITHOUT LURINKLES.USE ONLY ENOUGH PLASTIC ROOF GEMENT .� PLASTIC ROOF CEMENT .♦ u r NAILS TO HOLD UNDERLAYMENT IN �� ♦• ~ PLACE UNTIL COVERED 8Y 5HINGLE5 NON-CORRODING •�� >�� ♦♦ �� f NON-CORRODINGChV%;0#k0 h1TL SAYE DRIP MTL SAYE DRIP #0100 \ TRIM W-l' FROM _�� .♦' PLACE SHINGLES �a' O \ END SHI OF LE ST �' i��' OVER PROVIDE DAND RIP EDGE ES W W z svOc - TRIM TA53 FROM ALL STARTER SHINGLESOURSE � LL STARTER COURSE FL AGEMENT 1/211 = P -0" FIRST COUR5E PLACEMENT 1 /211 = 11 - SCI11 NON CORROp ING 0 METAL DRIP EDGE 'ELInc . 4' MIN HND LAP SEPARATfON WALLLo W -, ALONG EAVES PLACE UNI;) i ERLATMENT r C h Cts ON TOP OF METAL DRIP EDGE UN D E RL A YM E N T 1/2 11 _0 II 4540 Southside Blvd. C 4:12 or GREATER SLOPE suite 502 cit Jacksonville, FL 32216 p (904) 641-6649 LU A B C 0 3 BD MODEM 3 DRM MODE � � Li�.I fir,• : . ''� %" t0 121/2' lI%' to ENTRY LEFT ENTRY LEFT pp �Iv to 1I/2' I' t0 II/ WI�r31: ,4..� (f� �� .�L_.4AC/)�J t \ r FL Llc, No. AA00025�d ' Fred R. Cheek ., 00 I SHINGLE NAILING 3 1 -� a ,I� a U- U ll_ WALL SHEATHING �. .. r,.- _� �: w SHEATHING X II � � L EXTERIOR FINISH - 1 OVER AIR INFILTRATION } t'- 1:5ARRIER ( SEE DETAIL) 41 CRY Q �--- �_._ W U L\Ll d CD RIQ l METAL FLASHING (NAIL TO ROOF DECK �n NOT WALL SHEATHING) 6-1 CAP SHINGLE - DO NOT NAIL I I I d) d j I ti•. INSTALL WITH ROOF CEMENT U 0 U ROOF CEMENT SHINGLE R-30 BATT INSULATIONEN UL 16 F115ERGLA55 SHINGLE fro a[) 12 ROOFING OVER �Q 1(5E1= ELEV) 15" FELT OVER 7/16 OSB 7 OVER PRE-ENG WD TRUSSES 024' Or, INSULATION BAFFLE II I II BETWEEN EA TRU65 WALL FL��41N� � _ � _ � HURR CLIP 1 EA TRU5S I fn ® (SEE 5TRUCT. DWG5) �� I —� �- J05*:• 034154 � (2) 2x4/6 PLATE *2 5YP a DATE: 12/9/03 ALUMINUM DRIP OVER o F-)fRAWN: JAX VINYL CLAD 2x6 FASCfA 4 r GI-EICD: LY ISSUED: 0 1/2" TYPE "G" FULL. VENTED VINYL. SOFFIT �� GYP PRD S CLG SET IN CHANNELS PER i - Lu MANUF. SPECIFICATIONS 16"� W 1/,' GYP BRD REVISED: � R-13 BATT INSUL VINYL LAP 510INCx W OVER TYVF-< HOMEWRAP SEPARATION WALL OVER 7/16' OSP OVER 2x4/6 5PF STUDS ,@ 16" OC D E F U II I� II I II 0 a SOiT i y i aO ROOF FLAN 3/10 s 1 _ O z 1 0 0 Q COPYRIGHT 2003 E6P051TO, CHEEK s A550C., INC. DE5IGNER HEREBY EXPRE551-Y RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THI_5F- DRAWINGS. THESE PLAN5, DE51GN5 AND 1DRAUJING6 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRE55 LURITTEN PERM15510N AND CONSENT OF E5POSITO, GHI<E< AND A550C., INC.. NOR 5HALL THE5E PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERM155ION AND CONSENT. � y5,1 .� • Q Q n osito X NOTE: �: � �- r__ FAN/LT COM50 IN5TALL DOOR5ELL r__(5WITCH TO OPERATE TR4N51FORMER IN A B C LT ONLY) HVAC CLOSET Cheek z 3 5DRm mar-)E 3 5DEL1 MODE. O oe ENTRY !_EFT 5EPARATION WALL ENTRY RIGHT Q 01 LU I z C 10- AsSloc . LL 0 I I ELECTRICAL LEGEND I Inc . - o � 110 VOLT DUPLEX OUTLET-WALL MOUNTED w Architects () 110 VOLT SPLIT DUPLEX OUTLET-5WITCHED M 110 VOLT DUPLEX OUTLET-WEATHER PROOF I� ��--� -" -- � I� �' " T +] � i 4540 Southside Blvd. LU C 110 VOLT GZUADPLEX OUTLET-WALL MOUNTEDLT x�.- LT Suite 502 (PREWIRE FAN) 110V DUPLEX -GFCI OUTLET (PREWIRE FAN) Jacksonville, FL 32216 Q \; /� LT LT /'> (904) 641-W9Uj 110V DUPLEX -GFCI OUTLET-SWITCHED (PREWIRE FAN) (PREWIRI; FAN) \ / 1 OV DUPLEX ACI OU LE \ / \ / / \ •J-U _-- 110V DUPLEX -AFGI OUTLET SWITCHED \ - i I� � � � I �- . / . ' �-• J 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED ' 0 F1 0 10 , U Q 220 VOLT OUTLET-WALL MOUNTED t _._ ._.._ _ r_ �r1G�+1 �� ,��, �' ► TELEPHONE OUTLET � � _ i - — — — — — •••'` .- __..._ _. - FL Llc. No. AAU -a- Gd25b4 SWITCH � t `:X,� �_...__ ■ I-. . � �- , - -� - 5WITCH-THREE WAYFred R. Cheek\" I II 0 5WITCH-FOUR WAY ` _ ul - - - i In=k — � ' SWITCH-DIMMER �- Y . I 77 _ �--+ PUSH{ BUTTON SWITCH � DOOR BELL CHIMES J G-A CABLE TELEVISION OUTLET y � I� SPEAKER LOCATION L ' I �� s :\ m 0 LT LT {�- LIGHT FIXTURE-CEILING MOUNTED (PREWIRE FA I ( REWIRE FAN) N u i-3 }�1 LIGHT FIXTURE-WALL MOUNTED =- - w • I , O LIGHT FIXTURE-CEILING SUSPENDED // \\ I 1I L., _.... _ — � O_......_ __...._._.._-L — : I \\ f } Q ® LIGHT FIXTURE-CEILING RECE55ED I J I + i3 ® LIGHT FIXTURE-RECESSED EYEBALL I _.. . ..__.. ....__ ( aL C1 Q CEILING FANco � - -- _ - __. -_ ` -i _ _gyp=-z- I } 3 ' - - - - (Q SMOKE DETECTOR-CEILING MOUNTED L — —1� _ - 1 3 ® EXHAU5T FAN I U EXHAU5T FAN/LIGHT FIXTURE COMBO / (j) LLI / �, 10 FLOOD LIGHT5-DUAL HEAD / LT LT \ U / (PREWIRE FAN) (PREWIRE FAN) \ ELECTRIC PANEL /� �\ /� \ ML STRUCTURED WIRING PANEL / NOTE: ALL WIRING IN GZUIGK DISCONNECT BEDRTE D // f / / \ ` eE Co ARG FAULTAULT PRR OTECTE . / \ PER NEC 2002 -- -� ICS i SECURITY KEYPAD LOCATION WP - 1` WP ❑J JUNCTION BOX LOCATION r • FAFIXTURE ALLOWANCE % III 1'X4' FLUORE5CENT LIGHT FIXTURE z CEILING MOUNTED � I I, JOS#- 03414 DATE: 12/9/03 2'X4' FLUORE5CENT LIGHT FIXTURE fi + DRAWN: JAX CEILING MOUNTED GI4<D: I I I ISSUED: LU LU va REVI5ED= w I-- J Q U SEPARATION WALL. O U) D E F o O z O ELECTfRIGAL FLAN 1 /4II = 1 I _ o II o © COPYRIGHT 2003 E5P051TO, CHEEK 4 A550C_, INC. DE5I5NER HEREBY EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RICz 4T5 IN THESE DRAWING5. THESE PLAN5, DE51GN5 AND DRAWING5 ARE NOT TO 5E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WI4AT50F_vER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PERM155ION AND CONSENT OF E5PO51TO, CHEEK AND A550C., INC- NOR SHALL THE5E PLANS BE A551C�NED TO ANY PARTY WITHOUT FIR5T 05TAINING 5AID WRITTEN PERM15510N AND CONSENT. Q 0 T" G 1• Esposito , ~ Cheek Z O 0 LU Z C sou g Inc . OR 0 Fire Resistance Ratings - ANSUUL 263 u7 Design No. 0336 B December 06, 1996 Architects LU SEPARATION WALL LU ATTACH 2" METAL TRAGiC TO DEGIC PLYWOOD SHEATHING Exposed to fire from separation Wall side only OP 0 PRE-ENCS WOOD ROOF TRU55E5 Nonbearing Wall Rating- 2 Hr LU Finish Rating120 Min - 4540 Southslde Blvd, 0: suite 502 v7 SEPARATION WALL: (Max Height - 44 ft) Jacksonville, FL 32216 p 1. Floor,Intermediate or Top Wall-2 in. wide channel shaped with 1 in. long legs (904) b41-b649 LU formed from No. 25 MSG galy steel, secured with suitable fasteners spaced 24 in. OC. 2. Metal Studs - Steel members fonned from No. 25 MSG galv steel having "H" -shaped ,,++++��.,, Z "FLAME CONTROL" 010-10 flanged spaced 24 in, OC; overall depth 2 in. and flange width 1-3/8 in. + t _ 10. J INTUMESCENT COATING r'�C) 3. Gypsum Board* -Two layers of 1 in, thick gypsum wallboard liner panels, supplied in 5PRAY APPLIED To UNDERSIDE OF DECKING AND nom 24 in. widths. Vertical edges of panels friction fitted into "H" -shaped studs. TRU55E5, 4'-e" MINIMUM CANADIAN GYPSUM COMPANY- Type SLX. v�l� til -, So HORIZONTAL DISTANCE FROM a. . Ca - � •- t-� ALIGN TRUSSES W _ITH INSIDE EDGE �'�' f� POTH SIDES OF SEPARATION � � t�• �I' '�' WALL o1= FRAt~1E WALL UNITED S'TA'TES GYPSUM CO- Type SLX c Y, ?� •- .� - = <er v yrte• P C USG MEXICO S A DE C V-Type SLX. , , .3 k' Cheek Fred R 0 _ _ _J.. PROTECTED WALL: (Bearing or Nonbearing Wall) R. - 4. Wood Studs -Nom 2 by 4 in, max spacing 24 in. QC. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. separation between wood framing and fire separation wall. Sia' or TYPE "G" GYPSUM WALL 50ARD5. Gypsum Board- Classified or Unclassified - Min 1/2 in. thick, 4 ftwide, applied either horizontally or vertically. Wallboard attached to studs with 1-1/4 in. long steel drywall R-30 FIBERGLASS BATT IN5ULATION "THERMAFIBER" INSULATION FIRE BLOCKING nails spaced 8 in. OC. Vertical joints located over studs. (Optional)Joints covered with T_ Q A5 REQUIRED paper tape and joint compound. Nail heads covered with joint compound. nn// 6. Attachment Clips-Alw.nrnum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. .— .0&3" U5G ALUMINUM ANGLE GL IPS =-- legs. Clips secured with Type S screws 3/8 in, long to "H" studs and with Type W screws Q U- Z SPACED A5 REQUIRED ==_ 1-1/4 in, g lonto wood framing through holes provided in clip. In Y _Y u 6A. Clip placement(Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft Ltl C OC vertically between wood framing and"H" studs, W 613, Clip placement(Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OC x L vertically between wood framing and 11" studs. *Bearing the UL Classification Mark n �}- W -- Q 3 Q 11-- � Z u _ 6 LIA m�v A<— > 1- -�`' 3 1/2" GYPSUM WALL C30ARD OVER R-11/19 FI5ERGLA55 BATT IN5ULATION 2X 1125PF WOOD 5TUD5 a Iro" O.G. 2 O I" AIR-5PACE, BOTH SIDES C�ia" MIN.) 4 S A Z U- ATTACH 2' METAL TRAC{C TO CONG SLAB W/ "PASLODE' OR EQUIV ANCHORS -= 1.I-- at 24' O.G. MAXIMUM '-_- r 2X SILL PLATE W/ FOAM SILL SEAL ?" AGOUSTIGAL SEALANT, BOTH SIDES r'' 2 ;T' 2' "USG" H-STUD v 4 v 2x4 STUD WALT. 4' a .4 d 4 ' '' 4 = v a -VINYL 51DING OVER JOBS_ 03�1�4 Z c APPROVED HOU5E WRAP DATE: 12/9/®3 v DRAWN: JAX EXTERIOR SHEATHING OF SEPARATION WALL ---- _�_�____—_ ..ham,• G1-41CD: « 2" 'USG" C:-RUNNER " ��o SEPARATION WALL Y� X \ \ 7 X ' 155UED: 0 CONCRETE GRADE 5EAM I AIRSPACE ;`�' Y ': � y � LU SEE FOUNDATION PLAN 3/d" MINIMUM) W REV15!~1>: LU S E G-T I ON A-A 1/2" GW8 1..1..1 J 1" "USG" GYPSUM LINER PANEL Q (5EE 5EPARATION WALL DETAIL U THI5 SHEET) Cf) 1. a 1 II o (1),:eEf=)AfRAT10N WALL DETAL 1 1 0 2 EXTEfR10fRN.T.S. A Z 9 9 O 0 Q COPYRIGHT 2003 E5P051TO, CHEEK d A550C., INC. DE5IGNER HEREBY EXPRF-55LY RE5ERvE5 H18 COPYRIGHT AND OTHER PROPERTY RIGHT5 IN THE5E DRAWING5. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PERMI55ION AND CONSENT OF E=5PO51TO, CHEEK AND A550C., INC_ NOR SHALL THESE PLANS BE A55IGNED TO ANY PARTY WITHOUT FIR5T OBTAINING SAID WRITTEN P> R'115510N AND CONSENT.