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Scheidel Court 1128 1130 (3) THIS DOCUMENT 15 AN u W uj IN5TRUt-1 NT OF Q C1 ENGINEER'5 SERVICE O FOR OTHERS FOR CON- d) w U z STRUCTION OF PROJECT >t? W W 0fL V A$ TITLED BELOW. z � W INFORMATION DERIVED V m Q Z FROM THIS INSTRUMENT uj F- _� ° z U CAN NOT BE USED FOR Ad03 3111 _ WHt OTHER WORKS UNLESS U W N W AUTHORIZED E3Y THE ILI I -A 1L d ENGINEER WITHOUT INFRINGEMENT OF LEGAL CIS 0 _j (K (L hi M RIGHTS. 0111 uWt 0 RE DESCRIPTION _ (11? - 5m'-4" 'D 1 RW - G 'd Fm. 115W+" SHEAR WALL MAY USE 1/2" z 4 W m 2 JI-146823'-2" 23'-2" GYPSUM EXTERIOR GRADE w/ 111)711 _q - N F 0 o% 5d COOLER NAIL5 ON BOTH U.t W Q 3 _ SIDES OF FRAMING WITH BLOCKING } W IN LIEU OF I/16" SHEATHING FOR b O 0 O I~ 4 SHEAR DISTRIBUTION PURPO5E5 z U U W V ONLY. 5W SW SW (� 71 SW Bio Le - --I r- — — - — — — - - - - - ---- - - - _._ .. - - I 175 N w I I 5T2I I ST2 I I I I U W N ' I g1 I I i "3'_m" I N M5TA24'51� 01 TO 2ply I (2) HT520'S OR (2) I Z } d 0 m � 3'-0" I \ I C2)HTS20'S OR C2J � MSTA245 T01 TO 2ply C2) HTS20'S OR 2) I MSTA24'S T01 TO 2ply N tl) p (X LL x I 2x4 02 SPF P05T w/C2) I g WOOD@TIs RODS. MSTA24'S T01 2p 4 "2 SPF POST w/(2') WQ u W N I 2x4 "2 SPF POST w/ (2) 2x4 "2 SFE POST w !2 WOOD•Tie RODS. D'Tie RODS- ��`� Q- z IX Builders + WOOD•Tie RODS. �i 0 'q I- = V „ n I- ° z r ° Fi rstSou rce Qa — Q of Jachaonville e f12 sLP 24" CONC. SLAB REINFORCEDWi �J 94 LI III III I 01 — I EITHER &xro 10/10 wjjM OR FIE5ERMESH ON 6 MIL VAPOR I I I HD LIU U-1 �J o BARRIER OVER TERMITE TREATED, LEN, GOMPAt"D FILL. 4 i I ; ; i Tv �10Q. _ I i I 1 o ,"\ 1 -' ~ 0 6550 Roosevelt Blvd. L _ U N 0 (�8LP I I I I 5Lpp m = n Ill Jacksonville, FL 32244 tu M L� _ -------- �' Tel 904.772-6100 `-� x Fax 904.317-2835 I I I I z 12 I N 73 4) 11 ST2 I r IL d) 1 ( I 1 I -- I --L7 II--C� I i z � tu'i I --� �_�___� ST2 ST2 cv A I I I 10 1 V 4 x o V I I I ----- - ------ -- w w (P I I I N tu I I I I w 40 I I I I � 8/10 I I 10 j cn XI o o VI ST2 I I 5T2 I V `� `° X _Q (2) HT520'5 OR (2) N (2) NTS20'5 OR(2) N V N MSTA24'5 tv T01 TO 2 I j I (2) HTS20'S OR(2) 2" — — � — .__ � — — — — ---. — J 2WOOD s e RODS.w/ (2)y y M5TA24'S ,9 701 TO 2pal� r � L _._.. — — � I I � (2) HT520 5 OR (2) � 2x4 .2 SPF POST w/(2>) 2 M5TA24'5 � T01 TO 2 I >� M5TA24'S m T01 TO 2ply 2x4 02 Sim POST w/ 2) OD I RODS. � I I - WOOD'Tle RODS. r Q) 8/10 2x4 "2 SPF POST w/ (2) \ VI U ST2 ST2 i- — I I WOOD•Tie RODS. i i x U 0 VI in 4'SCAB I I I I 9 I ( 4" GONG I 5T2 i i X V N s _ X o 5T2 I d) L I I m I I SLAB I 20"x20"xl6" W/ i ° V wry- 1 -'J— _ - - J - - - - _.-. .- - - - - - -i L. - - ._._. - - .—. - - - - - J L — �---1 - - - � 2-&4'9 BOTH �i ii m •SII WAY5 (TYP) ____________ _ ---------------==-� �It� --_ I or -----_ ------ __ 20"x20"x16" W/ '' `` -- 2 11x24'8 BOTH (2nx10 F-- - S� SW _ 5W2 r2nxl0 m � Cq WAYS (TYP) 7 V1 () 4 W VI $T2 ST2 lotV QILI X flA o !L 0 3 Z U � 0 V II CITY OF A--LAN T IC BEACH Z t� LU B1_11:- _) NG ZC)N'NG Q W O U t DEC 0 5X005 ' ` m 7 ° w C = Co cr7 z Y m 1_ 4 z DRAWN RW (WE)5) BY = 0 p CHECKED LAP SCALE 3/16 DATE 5/23/05 V STRUCTURAL ENGINEERING FOR USE WITH JOB NO. J114402 TRUSSES BY BUILDERS FIRST SOURCE. SQFT. 1105-1184 END ZONE PRESSURES ---- COMPONENTS t CLADDING PRESSUSES - IN PSIF MSTA SERIES STRAPS CANNOT BE TWISTED. THEY a% iF��'r� OPN'G END-ZONES INTERIOR-ZONES MAY BE APPLIED FLATr AND/OR BENT TO AREA Protes a �In eer•, .� CONFORM/ACCOMMODATE REQUIRED (s/F) POS.C+)NEC,-(-) Poo.C+)NECs.C-) c@j APPLICATIONS, BUT THI*Y MUST NOT BE TWISTED. 0-20 aP 41.6 59.9 4`I.6 50.1 w a USE MTS- or HTS-SERIES "TWISTED STRAPS" AT z0-s0 sr 455 568 455 49.1 �O13U r 0tStre .� PAD FOOTINGS UP TO 30"x30" SHOWN AT THE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-WALL FOUNDATION 15 USED IN LIEU OFA MONOLITHIIG FOUNDATION_ PAD FOOTINGS LARGER THAN 30"x30" ARE REQUIRED WITH EITHER A STEM-WALL OR MONOLITHC APPLICATIONS WHERE ,TWISTED STRAPS ARE 50-100 ar 44-0 525 44.0 41.0 is oWacke4nvj!!s? 4,-/ c FOUNDATION. ADDITIONALLY, WHEN A PAD FOOTING IS REQUIRED WITH A STEM WALL FOUNDATION (FE 30"x30"), IT NEED ONLY BE PLACED EITI-iEFF, BELOW-GRADE FOOTING OR IN THE SLAB, BUT NOT IN BOTH LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH. REQUIRED. l00°► 420 49.I 42� 455 �; C�NUfteI�CW494• a} IZOmph,b5F'.a.-SiG w,z TO V*. °gni.' LEGEND PLAN NOTES T f I l�^�1 f7 ? �qk WOOD Tie CONNECTIONS r.,r. �, 1) SEE SHEETS STi AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR METHOD OF ATTACHMENT END-ZONE COMPONENTS 4 NOTE THAT CERTAIN WOOD;Tie RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON-LOAD 53EARING WALLS DETAILS. CLADDING PRESSURES APPLY THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOOD,Tie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EX15TINC- (2) 2xr, -1 / 2 <- HEADER/BEAM CALL-OUT M5TA18 (14) I@d Commons/"Total_ 4� �� SHEET LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD•Tie RODS INSTALLED AS FOLLOWS: 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT TO WINDOWS 8 DOORS IN M5TA2 (16) 10d Commons/Notal. Q7 NUMBER OF ICING STUDS EACH SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 HIGHLIGHTED AREAS - TYP. O/C WOOD*Tie ROD TOLERANCES M5T46 (46) 10dx1-1/2 /Tottal. NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE INC THE X DIMENSION ILLUSTRATES ROOF TRUSS UPLIFT (LESS) 11100[*Tie ROD(S) €XTERiOR SIZE OF HEADER MATERIAL DESIGN CENTER (BFSDC) IS NOT RESPONSIBLE FOR THE ACCURACY OF C516 (28) 8d or (22) 10cci Commons/Total. THE MEASUREMENT OFF THE -TOLERANCES SPH4/6/5 (12) 10CIA-1/2". d0-1000 ROD(S) m 4' O/C (INTERIOR) OR 6' O/C (EXTERIOR). NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. �� CORNER OF CORNER OF THE HOUSE WHERE SHOULD NOT MTS12 (14) 10d Commons lar 10dxl-1/2 /Total_ X10@I-2@lro ADD (1) ROD ADJACENT TO TRUSS. 31_011X, 3'_@+" OVERRIDE ALL EXTERIOR HEADERS (znx6-1n UNLESS NOTED OTHERWISE 3) ALL REQ'[ BEARING LENGTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT �� HOUSE ENO-ZONE (NOT INT-ZONE) of j #101 2 GREATER CONSULT DESIGN CENTER OVERRIWOODsTDE HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HT520 (20) 10d Commons, or (24) 10dA-1/2 /Total. (TYP) PRESSURE$ SHOULD BE USED. I INTERIOR GUIDELINES ALL INTERIOR HEADERS (2)2x6-VI UNLESS NOTED OTHERWISE DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) I(od Sinkers/Each to Truss and Stud Column_ OUTLINED PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED BLOCKS. MGT (22) 10d Commons to Wood Member - 5/8" diameter or Larger Threaded Rad per Accompanying PPRO� � � WOOD•Tle ROD LOCATION- „ „ BELOW IN LIEU OF SPECIFIED HEADER Note on Page 51. '2 -@ I 2 -0 ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS HGT-2/3 5/8 diameter or Larger Threaded Rod per Accompanying Note on Page 51. RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION- UNLESS NOTED11 A. GRAVITY LOAD B. LA_TERAL__�S: PGT-4 (10) diameter or Larger Threaded Rod per Accompanying Note on Page 51. OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, &'-0" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT 5W* SHEARWALL SEGMENT - REFER TO DETAIL F/STI AND/OR D/STI ROOF LOAD TOP CHORD_L.L=20PSF DL=`fPSF WIND LOAD - 120 MPH HTTIry No (rad Sinkers 1. Wood Member - 5/8" dimaeter or Larger Threaded Rad per Accompanying CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL. (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER BOT CHORD_LL=IOPSF DL=5PSF SEISMIC ZONE - 1 Note on Page 51. DETAIL E/STI)_ RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED (CORNER POST OR x APPROXIMATE WOOD�Tie LOCATION FLOOR LOAD DL=15 PSF HTT22 (32) 16d Sinkers tca Wood Member - 5/S" dimaeter or Larger Threaded Rod per Accompanying OTHER SOLID FRAMING. 5>r� Woon�Tf6 s�cTloN LL=40 PSF Note on Page 51_ W va��3 rw' � C�c� S � S" L r�cvwUe.>w' � c7ov-r�a�F� ft►�,cho�-�,vu�-2o-c� B u i I dersi'4 , � woacL, F� vuvyL B u i Iders ,Builders ''Hiders ° - klBuilders Builders k'!Builders ;� 7 . Fir ource UC�`VVFirstSource i�Y'P� �FirstSource v I FirstSourcerr iFirstSource7'rit" Yl� FirstSourceWOO1D rio-'.e/ �FirstSource; k stS "w M5TA24 W/(9)10d/END,1.CN STUD (2)2x4+2 SYP - -- OVERWANrsS IN EXCESS OF 10" AND UP TO 24" THIS DOCUMENT 15 AN ASSEMBLY(TYP 4 • HEADER,4 A SILL) T BLOCKING(TYP) USE 2x4 6YP OUT LOOKER At 16"o%CLIP TO INSTRUMENT OF APPROVi P TRUSS-TO-IE CCWECTORS HEADER(SIZE ❑BL-TOP PL.WITH(2)W5 W/(8)8d.OVERHANGS UPLIFT(LBS) CONNECTION UPLIFTS 7 gTUp WALL SPECIFICATIaNs PER CALLOI)T ON •$PH4/6/8 PLATE 16"OR LESS USE 2x4 SYP OUTLOOKER AT 24" ENCxINEER'S SERVIGE '1116" APA OR TECO RATED -- 1000 SEE .... -- ----- _..._. _ CON- SHEATHING ON ROOF DECK ra"¢65 . _ (IJ t•T5 U1%l4)Bd�Et�__vT._.. _ STRUCTURAL _�._WT.-(FT)I __STUD SGHi=ptlLl� Z STRUCTURAL CONNECTORS NOT REQS BLOGIC SHEATHING:€DCsES a/c WITH!I�•15 W/18�d FOR OTHERS F0�2 CON- I (2)SPH4/6/8 0-145 _._..(U 46 i6)(5)10d x Mn /l ND_-.-_-_ PLS 0-9'-I 1%8" 2x4 "1 SP STUDS m i6" O_/C HEADER PER STRUCTURAL PLAN PLAN)OR YS 4 II IF APA/TECO RATE C7 WITHIN d' of GABLE 7Rusg 5TRUCTION OF PROJECT WITH 8d NAILS At 4"O.G.AT 4b5-93v(1J II !21 H5 W/!4)ScillrNp/ A - 0-10'-I 1/8° 2x4.!1° STUDS+ 1Z"D_/G - rI SYP EXCEPT AS NOT91� M2 SP1= LAYOUT IF SYS 42. —�ATHINCs IS NAIL€q ASPEN SHEAtHINCn t0 FRAMING AT 3"o% EDGES SU 8"O.G.IN FIELD. _-._--i000t..__._-_____....._.,��---__---w_-.._.. ---.-_-- 0-II'-I 1/8" - • '- F SOTW &IDI12 OP O{.2 611-ONL( _� INTO TOP IF ASSEM 3t Y 4 ON EgGEB,6"o/c IN FIELD W/8d. AS TITLE)_? BELOW. ALL SUPPORTED PANEL l -1D00 _ (IJ)H 6/H165 Ul I0)1(dd x�N TO ToF?_�?L• - r- 2xh •2 SPF STUDS = 1b�0/G N 5µ AtMAY B DEO ILO AMINO 18 GORN€R OF HEADER W/(I)ROW,Cr- (b)I-1/4"QALY.ROOFING + I NAILS 0 EACH SWINDLE TO 0-10fD0 (U MTSI2 W/(1)l0d x 1-1/2"/ENP 0 TZ I TTS 2x6 SPF STUDS is 6 O/C GARACsE aTOP /8,a 32"o/c /c 13d NAIL. INFORMATION IDERIVED a TOP IE TO HpR u u FROM THIS INSTRUMENT SWEATING IN THE EVENT THE CONCRETE AAA RATED SHEATHING td III � (2) TOP W/ CORNER OF CAN NOT BE USED l=oft PURLIN BOTTOM CHORD OF ALL sWB CONTRACTOR OMITS THE (9A0d/END/STRAP Y BA GARAGE MATCH ROOF SHEAtWING TRU6$-70-11'CONNECTOR SEE TRU55ES WITH 1x4 SYP NAIL THROUGW APA RATED SHEATHING HPAW022 EMBEDDED END OF HEADER UNA OTHER WORKS UNLESS I�€RPINDICULAR TO TRUSSES a INTO NO.2 SYP FRAMING W/8d AT 3" STRAPS, IT IS ACCEPTABLE AUT)-IORIZE© BY THE TRUSS SCHEDULE FOR PRE-ETJCsINI=FRED ROOF 24" O/C w/(3)10d NAILS AT O.C.At ALL EDGES AND INTO EACH PLY tO SUFS871t11TE (1)MStdB II II GCt,NECTOR TRUSS OR RAFTER EACH TRUSS - UND. OF EACH DOUBLE INTERIOR PLATE, 12' SERIES FLAT STRAP PER WALL SHEATHING SHALL BE 7/16" 5WEATWING NEED ONLY 2x+2 SYP DBL .Toil PL.(SLOPED) ENGINEER WITHOUT D.C.ELSEWHERE. HPAWD22.FAGS MOUNT THE APA RATED SHEATHING WITH 8d� I I COVER LOWER C QF TOIL-le INFRINGEMENT OF LEGAL SPF STUDS W - h W STRAP t0 THE FOUNDATION NAILS AT 3" O.C-AT ALL PANEL AS�t�••IBLY IF: RICxHTS_ ALL EXTERIOR WALL SHEATHINra SP114/6/8 a 32"O/C 09 FOR OTHER UPLIFT HARDWARE WITH EITHER(4)1/2-0 EDGES AND 8'O.C. IN FIELD A)R ARE PROPERLY 1/16"APA RATED SHEATHING WITH SHALL BE 7/16"APA RATED (TYP-URO.). SHEATHING PANELS II II NAILED TOGETHER ad NAILS R 6" o/c ALONG ALL PANEL (2)2x4*2 SYP TOP fR. FAS N WI SWEATWING WITH 8d NAILS AT 6" W/3X3xI a RODS a d'O/C AND CONNECTORS,ECTIND SEE TYPICAL 4 1/4"MD ALL THREADS W/ w/3x3x1/8"WASHERS. WALL SECTION AND TYPICAL 4 I/d"MIN,EMBEDMENT OR SHOULD BE ORIENTED B)TRUSS GLIP6LStRdPS EDGES AND 8"o/c IN FIELD. BLOCK RE ]DESCRIPTION (2)ROWS I0d 0 12" O.G.(UN.OJ MIN. O.G.AT ALL PANEL EDGES AND HEADER FRAMING DETAIL. (l6)3/16"t'x 1 3/4"TAPCON PERP[NPICULAR TO FRAMING I II ARE ATTACH t0 BOTH_FE'S 112"GYP ALL EDGES(CONTINUE STUDS 1 SHEATHING 24" LAP W/(I2A0d IN LAP,51!44/6/8 8" O.G.IN FIELD(TPP-UN.OJ. ANCHORS.FASTEN STRAP TO MEMBERS,UN.O• FOUND TO UNDERSIDE OF OUTLOOKERS) 0 32"O/C OR Uk:)OD•Tfs RODS a b' SHEATHING PANELS SHOULD BE I/1"0 x d-1/2"EMBEDMENT IUEDC%E (2)2X4 •2 GYP AT DOUBLE INTERIOR TR1.US6ES/R.AFTER6 SHEATHING:t0 BE ORIENTED PERP. 1 o/C W/3x3xl/8" WASHERS. ORIENTED PERPINDIGULAR TO ,ANCHORS QR EPDXIED ALL SILL (tYPJ BILLS/PLATES/BLOCKING,NAIL STUDS W/[20A6d. JACKS PER PLAN II II TO FRAMING MEM15HR5,U.N.O. FRAMING MEMBERS IF EXTERIOR THREADS to 32"o/G W/2x2x1/8" FIRST PLATE TO SECOND PLATE W/ MIN.3 KiNG STUDS EACH I cEILING WEIOWT PARIES 2 - RAF7ER-TO-Ie CCI) E OR& FINISH IS STUCCO,UAO_ WASHERS OR WOOD•Tle RODS a (2)ROWS t2d COMMONS AT 8"O.G. SIDE OF OPENING WHEN LENaTW CONNECTOR "2 SYP PT BOTTOM IF w/ 4"o/c.WOOD-Tia RODS O WPAHD22 W/(23Abd TO USING 2x6 FRAMING,5 KING ALLPURT BOTTOM CHORD ID 3 W SPH4/6/8 A 32" O/C OR INTERIOR SW€ARWALLS ADD SIDE PANEL HEIGHT TO STUD ASSMEBLY(2) STUDS EACH SIDE WHEN II ALL TRUSSES WITH 1x4 SYP TO o-1' 1)1.15}18}116,99 MT512 WOOD-Tie RODS O b'O/C. EITHER 24"o%SHOT PINS�I6d WIDTH REQUIREMENTS TERPINS * 24"R C PER SIDE OF OPENING USING 2x4 FRAMING UNA_ IUOOp•tle ROD TRUSSES w 24"O/C w1!3) �• - -- ------- CASE HARD NAILS a Ib"v/c. ANCN BOLT($) h(Ft) MIN.w " (2"MAX.FROM (2)HS-5 OR W8'S OR 1/2'0x1 EMBED A.B.w/2'x2A/8 WASH /? ANCHOR BOLT AS 10d NAILS AT EACH TRUSS - ------- --- AT 32"o/G QR I/1"0 UJOOD•Tte RODS ® OR T PINS (1)H16 Og MT612 -- 6'O/G W/EITHER SHOT PING 24"O/C 'r2 SYP P-1'BOTTOM 112 PER TAIL E/5TI 1' 2-I" JACKI8TUD8) I II 2 ) `� PER TYP.WALL SECTION. U.N.O.UII II NAILS/ENp a EA.SIp1=of - 6' I'-8 I/1" 4" SLAB W/8"x8" THICK- II II 0 II EA.STUD Af50VE �ACK -51 PLAN OR l6d CASE WARDS a 18" O/C, 5, P_5" •NPAHD22 NOT R€Q'D EKED EDGE W/[IP'4 II b HEADER t JACKS TO s THIS LOCATION IFWit U U N 4' 1'-2 1/2" CONT.UNDER DOOR HEADER p SHORTER MAY ._ IiteL L L€urru 7 a8' IIhIN LIEU OF - -�•. i (SEE DETAIL 6/ST2 € TRUSS-TO-Fe CONNECTION ■) '' ■ • Pl= S / • -• FINIS TYPICAL WALL �� ,�� AK- TO II': 2x4 STUD GRAD p ' • GRADE -I I ________-- -------------- I CONNECTIONS: IE- TO 14': 2x6 SP-02 _ TO 16': 2xb SYP*2 6 x C. - 1U1.4 x U11.4 ° •ALL CONCRETE MINIMUM T TO-STUp, t STUD-TO-5W01=, a Ib': 2x8 SYP"2 • 1 ''. OR FIBEf�"tESW I �� SHOE-TO-FCUNDAtION FM15H -- � 2500 PSI GGMPRESSIVi; _ GRADE ` \�' WATERPROOF BARRIER 5TRENGTH a 28 DAYS.• < - FOOTING TO BEAR ON UNDISTURBED SOIL HTT22 W/5/8"0 ALL 1 I I FOOTING(SEE TYPICAL WALL SECTION) THREAD (5 1/2" NOTE. MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLT,IF USED,WITHIN 8" OF EMBEDMENT)(TYP) r� T� BE=ARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS iN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING:AND DIMENSIONING OF FOOTINGS. NWOOD-Tie sT1 TYPICAL WALL SECTION sTi SSU SPECIAL SN A WAA TAI sTt 1/Y r ICA GARAGE 00 O KING TAI sTl �ABLE�,tEND BAALLOON FRAMING DETAAiL 1/2 = 1 -0 1/2 = 11-011 Builders •SUIT / 00 SHEAR WALLS REQUIRE MIN.48" OVERLAPS �i rSt�V rc W/MIN.(24)J31x3"NAILS a TOP PLATE SPLICES OR(2) 2x4+2 SYP OUTLOOKER MSTA2d'e W/[9)IIDd/END,CENTERED ON EACH SPLICE. •OvERI-IANG5 S 16° s 2d"o%WI(1)N5 s EACH of Jacksonville APPROVED TRUSS-TO-M CON F-CTORa - HEADER PER STRUCTURAL 1C L OUTLOOK!=R TO TOP CHORD OF GABLE TRU STUD WALL SPECIFICATIONS EAG UPLIFT[LBS)' CONNECTION UPLIFTS 7 - -- - ------- •-- --- -- 1000 SEE FE HT.!FT) STUD -SCHEDULE ® PLAN OR TT�1J88 LAYOUT -OvERWAW!sS 1611 � � a c a (I)H5 W/(4)Pd/€Nl7 _ _ --- -..- 5T1 BLOCK SHEATHING EDGES OUtLOOKER Tp TOP GI-)ORD OF GABLE t1�1SS ID 745 STRUCTURAL 0-9'-I I/8 2xd� SPF STUDS a 16'' p/C_ NAIL THROUGH A.E'A OR TECO RATED SHEATH �T WITHIN d'OF GABLE TRUSS _. _ � I � •.� (I)W8._tU/(5J loci x I-I/1"/€IND_... .__.... PLAN ID-IID'-I I/8" 2x4 02 5pF 9T9D5�12"O/C.__. CJ-W# INTO NO.2 SPF FRAMING PER SWEAR FASTEN SHEATHING To FRAMING 465 930 (2)H5 W/(4)ej;END/EA ^T 2x4•2 Fit P STUL75 w iZ"O/C WALL TABLE- At 3"/6" O C.W/8d NAILS. _.__ ---- - APA OR TECO RATED SHEATHING FASTENED TO (2)f ISTA24 W/(9Amd /END BUILT-UP OR 15OXED COLUMN MAY 145-IID_0:a (2)W8 W/(5)I0d x-1.I/Z./ENi7/EA ._._.__._... 2x6 +1 SPF STUDS a Ib" O/C FRAMING PER SWEAR WALL TABLE FROM BEAM TO POST @E USED IN LIEU 01 ax4 ars 6x6 0-100 _!I)NIb/NI66 Ul/CIS)_IDd x I-I/1"To TOP L:- _ 0 g -2x6#1 SPF STUDS w 16" O/C SWEAR WALL CENTER STRAP r■ JOINT 0-1000 (I)MT5I2 W/(1)IIDci x 1-1/2"/END (BLOCK PANEL E S) UAO.ON STRUCTURAL (4).131x3" E QS END APA OR TECO RATED ---- ed COMMON s IN ADDITION 1/16" APA OR TECO RATED PLAIN. USE 4ply +2 5YP QR 5ply "2 SPF 2x4 NAILS = GH SHEATHING TO MATCH " SHEATHING ON ROOF DECK PURLIN BOTTOM + NAILING TO TYP.WALL SECTION(A/STI t CHORE) of ALL SPACING B/STI). WOOD•TIE ROD MAY BE BUILT-UP COLUMN ILA 4x4 OUTLOOKTO TOP E. ROOF SHEATHING 6550 Roosevelt Blvd. WITW 8d NAILS AT 4"O.G.AT TRUSSES WITH 1x4 USED IN LIEU OF SPECIFIED HOLD- Pt•2 SYP 4x4 POST GABLE TOP CHORD Jacksonville, FL 32244 ALL SUPPORTED PANEL SYP DOUBLE STUDS a EACH END DOIiN(B)a t31U /SM WALLS. -COLUMNS GREATER USE T-U "2 SYP Qty 5ply •2 SPF 2xb EDGES AND 8"Or-, IN FIELD. PRE-ENGINEEFrID RO pERPINDIGULAR OF SHEAR WgLL BUIL?-UP COLUMN ILA 6x6 Zx L SPECIFIED ON GABLE VERTICALS 4 Tel 904.772-6100 EDGE FIELD 1-STORY 2-STORY THAN Ira' Qg TWO85 SP3=GIFTED BY TRUSS MANUF.(MIN 2x4+r1 lzz (b)1-1/4"GALV.ROOFING TRUSS OR RAFTER Fax 904.317-2835 NAILS B EACH SHINGLE TO TO TRUSSES + Z4" I i.IC5l6 SUPPORTING O/C w/(3)loci SW b 8 WALLS 15'LONG:NONE - SHEAT) NAILS At EACH RJ=Q'Dt WALLS [ 15' LDNfa: STRAP ENGINEERED WOOD a V o c. x � a c. TRUSS - UN.O. HEADER KING STUpB MAY SERVE (2)SPW4/6/8 W/1/2'0 x PRODUCT: USE t r r - «... .... AS DBL STUDS AT THE ENDS OF 41/2"FU)BED EPDXIED IIICCC GYP 6xb POST. (UNA. GABLE TRUSS (2)r 2 SYP TOP TE, FASTEN W/(2) SHEARUALLS ALL T14WAJD 4 3x3x1/8" ON STRUCTURAL PLAN) r � ' � ROWS lod 12"o/c(UNzJ MIN.24" LA SPI•14/6/8 Q 32"o/c 9 WASHER WITHIN 3"OF (2)•2 SPF 2xd s EA CORNER 0 (2)4 dx4 Post.[3)+2 SPF '� CLIP END OF LATERAL BRACE TO GABLE TRUSS-TO-IP CONNECTOR SEE ' STUDS/BPW4/6/8• ■ 2x4 -B INC 7 MI F' T W/(12A0d IN LAP'_ WOOD TIe RODS W/ BOTTOM CHORD WITH(2)H5 CLIPS. 3"x3"xl/8"WASHER+4"0% 2x4'5+CORNERS DIRECTLY A R POINT OF G%A13 E TRUSS SCHEDULE FOR (IA-ITT22 W/5/8"0 x 5-1/2" 3>G916 BENEATH BEAM WHEN 6x6 IS 'n B ES INWA IN,8' 4 AT H EA GABLE BOTTOM CHORE)TO TOP M W/MSTAIB CONNECTOR gWl 3 8 POST TO SLAB CONNECTION JACENT TRU& W/(3).131x3" " EMBED EPDXIED ALL TRAPS WITH ABU44 OR ABU66 W/ REQ'D. STRAP W/!1)lod/END w 48 o/c OR.131x3 TOE II Sim STUDS STUDS PER PLAN THREAD. MAX "X" GIN S AC _�1 5PH4/b/8 32"o/e !t2)I6d 1. 1/2"0x4 1/4' EMB€D WTTI6 A 5/8"0x5-1/2" c d/12 PIT - 8'a/e NAILS TO TOP Ip +■3'o/c-ST €RI=D REQT). DNNECTO S OR WS EOU/D071a t/S" (2)SPH4/6/8 W/1/2"0 x 4-V4' 2)CSI& EPDXIED ALL"TWRBAAp QSI EMBED EPDXIED C LENGTH CONNECTOR WASHER 6"o/c SUS 3 8 EMBED EPDXIED ALL T�Pg (U HTT16 4 5/S 0 x 5-1/2" ALL THREAD a +2 SYP LEDGER FASTENED x 4/12 [1/12 I CW = 6'o/c 1/16 APA OR TECO RATED SHEATHING W/Sd NAILS ID-1' !I7 CONNECTOR MTSI2 THREAD W/3x3xf/a" EMBED EPDXIED ALL �"� - -_- EACH o� TO 16"o1c STUDS w/.131x3" °` 7 1112 PITC - 4'o/c ___ s 6"OL.ALONG ALL PANEL >=pG1=S AND 8"OC. IN (21 5,14 1 H8'S Q$ *STRAPPING, fE WASHER TFIRJwAp• -_ _ ALTERNATIVE AS GUN"Les EA STUD FIELD. BLOCK ALL BLE5 TTONTINUE SW>=ATHING LL SHOWN ON (TRUSS-TO-LEDGER TO MIDPOINT OF CABLE BOTTOM CHORD) II II II 1'-14' -- -- NOTES: STRUCTURAL PLAN. C XNFCTOR SPECIFIED 11 11 11 -- CONNECTORS,CLIPS, Il 5/16" WARWI-PANEL IS PERMITTED AS SUBSTITUTION • x BY TRUSS ENGINEER) (1)"Iry QS MT512 APA OR TECO RATED SHEATHING OVER SPF [5 8'g ANCWOR WOOP'Tls FOR RATED 5WEATHING ON EXTERIOR \ \ \ \�\�\/ BEAM ABOVE 11 FIRST OUTLOOK)=R 15 MORE UWU > 1 SEE PLAN STUDS.ALL EXTERIOR WALL SHEATHING:SHALL WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN /2x4■2 6YP LATERAL BF?-nC)=-(3).131x3" BE 1/16" APA RATED SHEATHING%WITW tad NAILS RODS AIS NOT REQ D THAN 32",FROM FASCIA,USE JACKS 1' AND SHORTER MAY = INTERIOR BEARING \ \ \ \f� 1/16"APA OR NAILS tHROUGsH BRAtCE INTO EACH AT 6" O.G.AT ALL PANEL EDGES AND 8' O.G.IN 2) OPENINGS IN SHEAR WALL SEGMENTS PERMITTIED ONLY �i( TRUSS BOTTOM CHORD. EXTEND I (212x4'5 9 FIRST Ol)TL R ONLY USE S- 10d IN LIEU of IF SWOIIN ON THE FRAMING PLAN. REFER TO DETAIL � \ \ \ \ I TECO RATED LEDGER t GorWETI SCHEDULE(PELZ TRJ53) I FIELD(tYP-URO.). SHl~AtWMG PANELS SWOUJ..q WALLS SUPPORTING BRAGS t0 FOURTH INTERIOR TRUSS. I TRUSS-TO-IE CONNECTION HOLD POIINS $HEATWiNG W/ r BE ORIENTED PE�INDICULAR TO FRAMING: ON T FLOOR LOADS. D/STI. \ RV 0-116,_2x5 w/!5)NAILS a EACH STUD, � �� PER TABLE \ \ FOOTING(SEE FOUNDATION b"/Y1"o/c 8d MAX LATERAL BR.4G:ItdC,&PAGING: STUD WALLS WITH BRICK VENEER MEMBERS IF EXTERIOR FINISH 16 STUCCO,U.N.O. fOOTINCs!SLE TYPICAL WALL SECTION) PLAN FOR SIZE) ' "LNG- 4 SIDES R`/r 111-1241. 2x6 w/!8J NAILS +■ EACH STUD. < 4/12 PITCH • 83'o% M5TAI8 STRAP OPTION: SECURE BRICK VENEER 3) HTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH I RVI 1242-1862-2x12 w/(12)NAILS a EACH STUp. 4/12 <1/12 PITCHI* 6'o/c 48"o/G O$.131x3" <1 TO WOOD FRAME w/GALY.TIES+ "2 SYP BOTTOM IF W/(2)ROWS OF loci HPAHn22 W/(23A6d TPP• PORCH P06T 4 ,ALT. BOXED � - 16"o%HORIZONTAL t 32"o/c NAILS a 12"o/c,5TAG•tGERED. I 7 1/12 PITCH 4.o/c; TOE=NAILS VERTICAL. E= ;5H A4 WA AS5 I"'i Y TAI E3EAM FRAMING DETAIL � COLUMN DETAIL TRUSS LEDGER DETAIL sT1 LADLE END PRACING DETAIL 3/4"T46 PLYWOOD - ST1 11/2" = 1'-0't 1/2"y 1'-�" 1/2"=1'-0" 1"=1'-�" 1/2" 1"-0" NAIL SHEATHING TO BOTTOM IF 6"/6"o/c 10d NAILS t GLUE ,�--- AND BAND BOARD PER REQ'P W/LIQUID NAIL OR EQUAL. SHEAR WALL EDGE NAILING. (2)•131x3" NAILS/TOE-NAILS FROM 'L STRAP ACROSS JOINTS IN1111 use 48"STRAPS ILO I- Z - .. NAILER TO HDR OR )AGK STUD. TRUSS TOP CHORD SAND BOARD W/fIX18TA24 SPECIFIED 40" 67RAi'S U)ODp•TIE ROD FROM ABOVE, --= W/(9)fOd NAILS/END IF LODR DEPTH ft? 16' SECURED 7O B18A6dIRAiLS,MIN. HORIZONTAL 2x4 SPF +Z (NOT RE[1'D WHEN U51NG HEADER PER BLOCKING BTILN TRU55 BEAM SECURED VIA WOOD•TIE ROp i NAIL SHEATHING%TO TOP R (dAIDd a KMG Wooq•t1E ROP TNROUGI I (1)14TT16 W/(ISA6d (MAY BE ROTATED PER REQ'p SWEAR WALL WOOD-TIE RODS) SAN TUR'L " STUD-TD-HEADER CONT 2x4(MAYBE OMITTED IF(1)MSTA16 15 USED CENTERLINEOF BEAM W/ It FROM BLOCK-TO BLOCK ACROSS EA.TRUSS) 3X3XI/8" WASHER !NUT. !' 180-TO CONCEAL FLANGE) E=DGE NAILING II EACH END AND11 . ATTACH 2ND FLOOR STUDS t0 FLOOR TRUSS OR I-JOISTS EACH PLY. - UPPER FLOOR STUDS TO LOVER loci a 6"a/c FROM ' II II I) p g IST FLOOR STUDS OR FLOOR FLOOR STUDS OR LOWER FLOOR TIZIJSS-TO-iF AND APA.OR TECO RATED CONT.2x4 TO 2x4 + r s u BEAM W/40"LENGTH(48" IF fE-TO-STUD CON+IECTOR SHEATHING W/!U ROW OF SLOGGING% BEAM WITH 40"LENGTH OF GSIb •--, —� FLOOR DEPTH fE'_ 16")OF GSt (2)■2 SYP TOP P. ATTACH PIN OF U11ND II 8d NAILS 3"OG.AT Toil HORIZONTAL 2xd SPF°2 l STRAPPING w/l11A0d/ENP- SCHEDULE FOR SPACING SLOGGING BTWN TRUSS _ CONNECTOR ($HEE~T STI) TO HDR /NAILER (INTO IQ'$)AND BOTTOM s3�cxl� STRAPS a 32"O/C W/!111 to FASTEN W/(2)ROWS loci CENTERED ON FLOOR SYSTEM (INTO HEADER).NO SPW'S { d/END(CENTERED ON FLOOR SPF STUDS LAP( .N MIN (12)loci I O WOOD-Tits RODS ,% 4'o/a SYSTEM)OR USE IWOD'TIB LAP lUN.O.)MIh1 24" LAP � 2X4• r'1 SPS NAILER II REQUIRED W/UPLIFTS UP ROOF SHEATHING II 70 1000•/FRUSS. IF TRUSS � —A RODS a 6' O/C(4' O/C + WOOD BEAM ALL.JACKS T(O WF-ADER JACK AND KING STUDS, INTERIOR WALLS). CONTINUE SPF STUDS II UPLIFTS EXCEED IIDIDID! GDN71lNuouS 2x4 SPF n W/(3) IUJOOD TiE BEAM CONNECTION AALTEI2NAATiVES QUANTITY/51ZE/GRADE/SPECIES AF'A OR 7€CO RATED MSTAIS W/161Amd IN Ql1ANTITi'P1 R CALLOUT EACH TRUSS MUST BE rJT) Q STUD COLUMN SPECIFICATION SHEATHING OVER SPF STUDS HEADER (6)71Dd IN JACK ON STRUCTURAL PLAN. CONNECTED TO THE )31x3"NAILS TO EACH TRUSS " 11 HEADER,SEE SI _ VERTICAL t to 6"o%.31x3" tI ,• I tt �® ON STRUCTURAL SWEET(SI OR 02 SYP PT BOTTOM EE_' w/SPW4/6/8 ® I/2"0 x 4-1/2 EMBEDMENT WEDGE" � -'�- -'� -"' "'"'` --'------ --"� '--- - - 52)THROUGH FLOOR SYSTEM TO /-32"a/cENGINEERING SHEET. NAILS TO INTEi 1EDIAtE OR UIOOD•Tls RODS � 6'0%. ANCHORS�EPDXIED ALL E301U WINDOW TRUSS TOP GI-TORO FOUNDATION AND ADD(1)C616 BLOCKING.ADD(1)MSTAIB PER PLY ACROSS FLOOR THREADS a WOO -T i:3 RO8" OPTION II FASTEN NDJA CK,6 a 13 SYSTEM(OR WOOD•Tte RODS WASHERS OR WOOpDS RODS KINGS AND JACKS W/l2) SCRAP W/oN .2x4 l7 a EA - - I/2"0c1" EMBED A.B.w/2N2NI/8" 4"0%.WOOD•TIB RODS m FASTEN ADJIACENt KiNGS II _I (3)RDW6 OF loci NAILS CONT.TO FOUNDATION). „ • INTERIOR SHEARIUALLB App AND JAGKa W/[2)ROWS ROWS OF loci w B"OG. WEEL/END RTIRG S SPLICE[CONT.2x4 MAYS!" ?Ee N • 4"O.C.W OF I0d NAILS +s S"OZ,EA PLY. AS WASHER AT 32 o/c OR In"0 WOOD TIe EITHER 2 SHE SWOT PINS DD I6d OF J � 8"(O.C, OF ■ OMITTED IF!I)MS7A18 15 U5€q cv a11c, + 4 OSTAGGERED,1 r+ • • RODS a b'a/c W/SWOT PINS =24"o/c WOOD•TIE ROD ADJACENT j FROM BLOCK-TO BLOCK T • 1/4 OFF �.OF 2xb. • P OR 16ci CASE WARDS ,0 18"o/a CASE HARD NAILS a 18"o/c. TO KING STUDS EACH SIDE ACR059 EA,TRUSS) OT ROW OF 10d NAILS,9 6" O.C. OF OPENING 2 6'-0" • sTl + STAGG%EREp,WITHIN 3/4" OF • 1 5/S, -u- ALL JACKS TO BOTTOM 11 SHEATHING%WW/61)16" APA 8a/c ad NAILS RATEDCO + CE=INTERLINE OF 2x4 2 1/2 111 • ••r � 5/5111- OPENINGS GREATER THAN " " ��- �r -"� • 6'USE I/2"0 OR " O.0 - BLOCK ALL PANEL EDGES. • r r ti! ••/• � ' , IE: SHP4/b/B[PER JACK ANCHORS A7 48" O.C.OR FINISH • ! '4 1/4"0 TAPCONS AT 32"Or­ • / GRAD i A 6 x 6 - W1A x WIA WWF II • " OR FIBERMESH ■>! r' �'a WATERPROOF 1 lr1 -ALL CONCRETE MINIMUM TRUSS-TO-IE CONNECTOR DOUBLE TOP Ip OF WALL . •r• BARRIER 2500 P61 GOM1tSSIVE SEE TRU6S SCHEDULE FOR • FOOTING t0 BEAR ON UNDISTURBED SOIL STRENGTH a 25 DAYS.- FOUNDATION TYPE (DTL A t E3/STI) 2" 15/5" CHECKED � DE=TAILS) �7 E92 9" OR SYP Zx6 CHECKED L 4P NOTE: MASONRY S7Eh1WA.LL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS STUDS/WEAR WALL (IF USED)WITHIN 8" OF BEARING WALL ENDS AND WITHIN 8"OF DOOR OPENNGS IN BEARING �r+� /� BUILT-UP COLUMN t� �f SCALE 3/16 WALLS. SEE TYPICAL CONCRETE SECTIONS FOR I INFORGING AND DIMBNSIONING OF FOOTINGS, j {,/� SYP 2x4 PLATE HGT5. UP TO V-) 1/6" ��r O� �Yf ,fX� TRADITIONAL METAL CONN r=TS?f t OD•1"ita ANCHORING R4p i I„1 BRACING OF TRUSS PEELS BUILT-UP COLUMN BUILT-UP COLUMN DATE 8/15/02 B E ST1 MULTI-STORY TYPICAL WALL SECTION 5T) TYPICAL O NING FRAMING TAAI - U.N.O, sT1 COV lro" TAALL) AAT SI-�EAAR WAALLs PLATE EICzTS. UP TO 12'-I 1/a" SEE STRWALLUCTURAL SHEATHING-TO-POST W/NUMBER OF PLATE H�TS, UP TO 2a'--E" 12"O/C oft GYF'SIJM-TO-POST W/MIN 5d'a � 4"O/C JOB NO. STANDARD 1/2" w 1'-0" 1/2" 1'-f7" 1/2" = 1'-0" SQFT. DETAILS •TYPICAL..QQLNl�ECtIONS ® 5TUD COLUMNS. JACK-TO-KINC�5TUD MULTIPLE PLY POST CONNECTIONS TOP PLATE MAY BE A 15 ST TG 1/211 = 1 r-O H 7Rl88 BOTTOM CHORD MAY (1)WOOD•TIe ROD ADJACENT TO STUD POST iF PORCH BEAM IS NOTCHED TO ALLOW PORCH �y ttCPI �T / BE;BRACED WITH EITHER THE Ixd METHOD OR THE CONVENTIONAL LUMBER(2x8,2x10,2x12,ETC). (U WOOD-TIE ROD 15EAM TO BE= LET IN TO BLOCKING METHOD, EITHER ADJACENT TO EACH SIDE OF POST IF PORCH BEAM 15 WALL PROVIDED THAT(1) �.......... ` rh ROOF SHEATHING SUPPORTED BpGE METHOD 16 ADEQUATE AND ENGINEERED LUMBER(LSL,LVL,PSL,ETC.) 2x4 02 SPF POST IS ADDED DETAIL 70 BE FOLLOWED At ALL The WOOD"Tie Anchoring RodSystenr consistofvertically oriented'/a"diameter,A307 threaded steel rods E• L`� I( ''� "LNG PER PLAN DOES NOT DEPEND ON THE t0€ADH SIDE of PORCH LOGAtIONS tJR{ERE EXTERIOR WALL secured to the foundation via an embedment of nut less than 6"into 2,500psi concrete with an edge distance OVERI.IANG DIMENSION, SEE TRUSS ENGINEERING FOR MAX [SEAM t0 SUPPORT TOP F- o%SPACING OF BRACING-S€E PDRCE E BEAM E MAY BE NO7GH>=p IN ADDITION,!1)UXJOD•tIe RUNS BETWEEN TO PARALLEL TRUSSES. of 2"(3"when 2x6 framing is used)and secured with Simpson AT Acrylic-Tie two-part epoxy,or other ^'Q q i NO.2 SYP 2x CONT.t0 TRUSS it HJB. 91 FOR ADDITIONAL TRUSS AROUND TOP PLATE PROVIDED � ROD SHOULD BE INSTALLED Roof/rLooR two-part epoxy with equal or higher allowable tension loads for the identical ntiedl application two-part epoxy.The rods,a single,continuous rod or rod segments coupled together,culminate directly above lite top plate with a 1 �� TOP PLATE W/)31x3" - MATCH E3RACIN6 "•FORMATIONZ - THE TOTAL DEPTH OF THE BE=AM IS TO EACH SIDE OF PORCH TRUSSES , 11 1/11 MAIC BEAM AND!I)MSTA2d 3"x3"x%"or thicker steel washer,fender washer and nut where it secures the plates against vertical movement. i BOTTOM CHORD OF TRUSS CUP TOA 2x121 EDGE NAILING SPACING:OF Z 9-1/4'UNLESS NOTED ON r11F SHEARWALL SHEATHING STRUCTURAL SWEET Sl. SHOULD BE ATTACHED t0 The nut should be tightened about%to�tum past finger-tight. At exterior walla,one LVOOD*Tie rod should kit "Alt G (EITHER 6"(P/c;OR 3"o/cL (1)SIDE OF EACH TOP IE be installed at each comer post-on the side of the post with the overlapping upper-must top plate-at each i S TQ op 1x4 SYP CONT BRACING GENTERI=0 ON THE )OMT. side of cath opening and at not more than six feet on center thereafter. At interior walls,one IVOOD*Tie rod 2X4+2 Silt= f Q$ w/(2)loci TO EA TRUSS, should be installed at each comer post-on the side of the post with the overlapping uppemnost top plate-at ` o> SHEATH TRUSS CLOSEST TO LEDGER w/ � �• �" DO NOT SPLICE - OVERLAP s each side ofeach opening and at not more than four feet on center thereafter. Additionally,ifno other / •" ....... 4} INTERIOR WALL W/1/16' A.PA OR !4).131 X 3 JOINTS MIN(2)TRUSSES hold-down is resent a IVOOD"lie rod should be laced at each end of each shear-wall segment if the end of 'i , ;�F •+I� ' TECO RATED SWEAtHING W/8d a 3' TO EACH the segment does not coincide with a corner or opening. For two-story walls,walls over 1 l'hi t,or certain 1 1• NAIL POST TO 1 �" p R �` 'e• +� Off.AT ALL EDGES AND 12"O.C. IN PORCH HEADER INTERSECTING B P g rY THE FIELD - BLOCK ALL EDGES VINYL SOFFIT W/(1)ROCU OF TRUSS other applications when a single,continuous threaded rod can't be used,a coupler should be used to join two (MATCH NAIL PATTERN SPECIFIED 2x4•2 SYP TOP fe -131x3"NAILS a 2" MEMBER- „ or more pieces ofrod together to create a continuos path firm tap plate to foundation.The coupler should ba N ``` ' FOR SHTN'G s 5W BELOW). SWI AND 3/8"APA PORCH BEAM' O/C. USE WHEN (3)•131x3 low-carbon steel with a cross-sectional area of not less than.20 square inches,ideally P/d•long X 11/16". SW WALLS ONLY. SHTN'G w/6" NAILS+■ SHEET EDGE OF 2x NEED NOT BE STRIG7URAL BOTTOM EACH Each rod should be threaded not less than'/t"into the coupler and the two rods should make contact at or near o%6d CHORDS ON FLUSH W/5DGaF OF TOP fP. FASTER SOFFIT TO Ix4 NAILER w/(2)10d SHEET SI FOR r eg OR the Huddle of the coupler and be tightened so as W prevent the movement of the coupler or either threaded rnd. 2x FASCIA OR / p A Ib" O/C STUD OR 8d TO Ixd ❑IFF)=RENT ✓ �� E NAILER 4 2x MINIMUM SIZE- SEE= DETAIL A/B FOR STUp LEDGER At exterior walls,APA or I ECd entad sheathing,or 5/16"Hank-Panel should be applied w one side of the MTL FASCIA TWRU. 6 MA VER 16 WEIGHTS ON SOFFIT TO 2x FASTEN CHANNEL 7O FRAMING, FASCIA OPPOSITE TO wall.An additional row of 8d nails(6d with Flardi•Panel)should be placed at 6"o/c into the top plate FASCIA w/ SIDING OR MASONARY VENEER w/ 51XE/SPACING REQUIREMENTS. nailing in APPV'D NET O-N APPY'p FASTENERS MAX s 6" o% ET O.N. 51pwSA of BLOCKING. Ate tenor wallrappl,ationsowhere the WOOD*TieAnchonng Rods are ussedtto resiframe. t roof uplifts and FASTENERS a At F Fa7v A Har SMCIFCALLY loerfIFIED UTW A NOTE [3).131x3 overturning moments,additional intermediate shear connectors are required to resist lateral wind loading SWEAROIALL (SHEATHING t MAX 6"O/G. To'°HEATH row-"C:WL ,"tx4 catrMkAM MRAcl 1� TOENAILS + (perpendicular to the wall)and distribute shear-wall loads(parallel to the wail)..The intermediate shear 5 T r' MAY T/ nBEO M tRiAL Q8 M RI A 1?!TL 11 EACH connectors may be either'h"diameter X 4'/•"embedment threaded/epoxied rods located at or near[hind-points CONNECTORS PER PLAN rscr�rrACLtto F1AT1 R1Al t2B EXrEF10R-GRAPE eYr�err t oVl=Rl TANGS o1/EI� I[�.yEt SCUD POST - I 1 Zx4"2 SPF POST CWLNG OOAFZP Sdi4T F RATED FOR THe APPLIG.AA p y 2x4 12 6PF BLOCKING TO bet,,een IVOOD*TieAnchoring Rob,but in no case more than 36"from any lwo anchor,u0/a"diameter X O� OVERHANG DETAIL FOR PEStGH t'RESU ES FOR TIE ePECEIG APPLIGATICR rHg PER PLY OF PORCH BEAM FOR fwH Ce;W"Jcx16 5RAf-M MAY NOT K25C•E©Q 12•oAa BLOCKMG e TOP PLATE 1'/"embedment TapCon anchors or.l G3"(or larger)diameter X 1'/i"embedment power-actuated fasteners, rATTACH M To EACH NTER9EcMI U TMW vR 2x CONVENTIONAL LUMBER 2ply 2x4 24" o/C. OF EXTERIOR located at or near quarter-points between WOOD*Tie Anchorin Rods,but in no case more than 24"from any DVi=RHANCs�TO 16' NST 9 P g eLOGcfNG u/(2)Tod NAIl9.1;Ar7P t�tlsr BE APPLIED to +Z SPF POST PER PLY OF PORCH WALL. Tie 5oTTcM�T�BOTTOM O�Em4ER MATERIALBEAM FOR€NGIN!"EREp LUMB€R two anchor combinations or i 6d cave hand nails at not more!hart 12"dc. N T 0C TA"A ED Tb THIS n•oAa eAs A9 FTED W lCLt7 EXTERIOR At each side of the shoe plate joint,any one of the four intermediate shear connectors outlined in the TtNn ECIMC!_A T riBTPiICrKt•IS e?*vY'�ATED wrrH TH+e ePeett=IG htareRt.r1, WALL preceding paragraph may be used to secure the plate and prevent horizontal movement.'Che shoe-plate joint fastNOTE: CONTINUOUS WOOD BRACINCA The ypcalmairghould locatedwithine iothejoint. THIS INTERIOR SHEAR WALL DETAIL IS INTENDED FOR USE IN AREAS W14ERE THE The typical maximum allowable tension load for each unit is 3,000N at interior locations exterior locatiens SHEAR WALL RUNS PARALLEL TO THE TRU5515S. THIS 16 AN ALTERNATIVE TO when installed as designed. C CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK � It THE HOUSE IS TIED DOWN USING rN PORCH Ai"i TO STU To THE 51 STA!_STRAPPING, T FU=R N TRUSS BLOCKING t0 THE SI STRUCTURAL sHE1=r FOR sT1 ALTERNATE INTERIOR SHEAAR.UALL FRAMING sT1 TRUSS PRAGING 4 OVERHANG ALTERNATIVE �Ti WALL DETAIL po��BEAM CONNECTION 5T1 DETAIL 1/4" = 1'-0" 1/2" = 1'-•0" 3/S" 1'-0't 1/2" = 1'-0" lZ 130 �?&nd-d THIS DOCUMENT 15 AN STRUCTURAL GENEF?AL NOTES INSTRUMENT OF ENCsINEER'S SERVICE FOR OTHERS FOR CON- STOP LATH AND SEE 5T) FOR VERTICAL. WALL CONNECTION. 5TRUCTION OF PROJECT STUCCO CORNY AS TITLED BELOW. BEAD I" BELOW 4" CONIC SLAB W/ 6X6X10/10 UT STOP LATH ANp U7 OVER Co MIL VAPOR BARRIER OVER INFORMATION DERIVED ILEARUELL. " CONIC SLAB W/ R BARRIER O SLOPE 3/4" X 12" STUCCO CORNER SEE 5T1 FOR VERTICAL WALL GONNECTI�N. FINISHED FLOG GLEAN, WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT 2001 FLORIDA BUILDING CODE CFBC) VER 6 MIL VAPOR BARRIER OVER AT GARAGE DOOR BEAD I" BELOW 4" CONIC SLAB W/ 6X6X10/10 WWF MAY BE USED COMPACTED, TREATED FIL EXP. JOINT _______________ GAN NOT BE USED FOR A5CE -1-98FINISHED FLOOR-,,, OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDG W _ OTHER WORKS UNLESS 199-1 NDS CLEAN, W LL COMPACTED,TREATED MILL VARIES •.. •r--.�µ-•=•-=--�--T---=- SLOPE GRAD - AUTI-I©RIZED B1' THE 4" GONG SLAB W/foX6X10/10 ULIF - SLOPE ---------- - _ (1)04 REBAR CONT. -w HEADER COURSE ENGINEER U11TNOl1T --- cU _... DIMENSIONS ARE -- f D FILL _ _ INFRINGEMENT OF LEGAL 0OVER 6 MIL VAPOR BARRIER OVER GR,opE iY i. CLEAN, WELL COMPACTED, TIDE TE MIN. DISTANCES (III T A_Desr n is void after two ears from Original date OF issue, unless updated to ecce table codes and practices at that time. - _ 1--. _ 4" 1 STORY IDIMEN51ONS ARE RIC:HTS. _- - - - u�l 9 y e h ,ceptable n lana. ---TH - - =_I_ CLEAN COMPACTED cn .I_ . . 6" - 2 STORI" MIN. DISTANCES 15-Do not scale. Use dimensions from the architectural plan. Notify engineer immediately if discrepancies are found betwee p - ___-1 _ _ _ iTJ SAND FILL --- _ C_AII details shall be in accordance with instructions From manufacturer or designer. (zr4l " I STORY W/ 2 OR LESS COURSES, ' i�'E DESCRIPTION - CONT. - I-STORY _ III - L - - CZ All temporary shoring shall be the responsibility of the contractor. •• � 0 POUR STEMWALL SOLID OR USE 10"x20" F1N'G 1 II 6 MIL VAPOR BARRIER /O E3RICK - _.. (TYP. VERTICAL REINFORCEMENT). •4 DOWELS � - - (2r5 OR ('J r'4 CONT.- 2-STORY ; - i CORNERS 4 48"o% TPEREAFTER - BEND - FOUNC�AT�� I � I = I I I I '_ I III .. __ I I S T- �I I�=1 I I ALL DOWELS e TOP t BOTTOM,EMBED - STORY nr`4 CONT W/ IC I 3 A,This design has been completed to accordance with pertinent standards, recommended design soil parameters, and accepted 20 I I _I i —� 12 -__. MINIMUM L INTO FOOTING /12" INTO SLAB I - (GROUT ALL CELLS w/REINFORCEMENT) engineering design procedures, and 1s based on the best information available at the time OF completion. The design Is Itntended 2 STORY I STORY F00_TING 51 ■ MAX_ STEMWALL HEIGHT: l�5) 4 - W/O BRICK 12"WIDE W/(2r4 OR(2)5 CONT. 8 COURSES WALLS i (5) $ 1 5Td FOOTING 517E to minimize differential movement resulting From the heaving of expansive soil or settling of subsurface soils. It must be roscognized ' I }� ' I I W/BRICK 20"WIDE(NCLUPING LEDGE)W/(3r4 OR(2r5 W/O BRICK 16"x8"W/(2)04 OR(2r5 CONT. T TURNED�l E D DOWN E D E COURSES WIGW REQUIRE RE w/BRICK 20"x8"w/(37'4 OR(2)1'5 CONT. that foundation components will undergo movement. Any subsequent owners shall be appraised of the soil condition and advised to 2 STORY ADDITIONAL ANALYSIS 4 maintain good practices in the Future with regard t0 surface and subsurface drainage, framing of partitions above floor sslabs, and 1� �E��IN ���� ��I I IN w/O BRICK I6"WIDE W/(3P4 OR(2)N5 CONT. 2 $TORY f.� W W/BRICK 24"WIDE(INGLUPING LED(SE)W/(4)'4 OR(3� REINFORCEMENT. W/O BRICK 20"x10"W/(3)+4 OR(g)a CONT. W/BRICK 24"x1011 W/(4)04 OR(3)5 CONT. Finish work above the floor slabs, etc. I ' I Design has been based On a non-expansive soil with an allowable soil bearing capacity of 2~ per. Active EFF-_ 30 pr-F (level backsiope) T TYPiCAL FOUND,4TION DET,4IL 1 T1"PICAL FOUNDATiON DETAIL C,,,Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchoreai to the floor system above Or adequately braced to prevent damage to the wall. D Refer to the Geotechnical Engineer's report for all soil requirements For this site. F„All Foundation pads shall be Formed to proper dimensions as indicated on the drawings and centered on column or wall. SEE STI FOR VERTICAL WALL GONNECTIOI�L. F9,,The location of foundation Jags, steps and top of wall elevations and connections are critical to Foundation performance. These items 4" GONG SLAB W/ foX6X10/10 WWF 5 1/2" are shown On the 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, CLEAN, WELL COMPACTED, TERMITE 4" GONG SLAB W/ R BARRIER WOLF SEAL STI FOR VERTICAL 5 I/2 WIDE CONC. SILL TOP AT MAIN ABOVE SLAB LEVEL. Builders TREATED FILL OVER fo MIL VAPOR BARRIER OVER 5LAB LEVEL. TOP TO GARAGE FLOOR WALL CONNECTION. CLEAN, WELL COMPACTED,TREATE FILL STOP LATH AND (U+'4 CONT. IN SOLID GROUTED N T s - STUCCO OCORNER RE H G DING F� cv ��_�_-,�. �m ��_ BEAD 1BELOW WIDTH REGI ADDITIONAL ANALYSIS) U-BLOCK COURSE �_ __� VARIES ' ��--•-=----- - '` -- -- FINISHED FLOG TYPICAL SLAB ce A.Detail reinforcement In accordance with AGI 315•-SO (Revised 1988), Detalling Manual. Minimum concrete cover For reinforcement i MFG-_ __- 4" GONG 5LA8 W/6x6xIrD/IP> IWF ��� ����+�+OVER 6 MIL VAPOR BARRIER OVERTVP. VERT._— -- IMGLEAN,W LL COMPACTED, TR>rATED FULL nvi�IQ Y �fJacks©ShaII be as fellows:1) Concrete cast against earth 3" I 6 IL VAPOR BARRIER REINF D _ I _ b r ` HABI AT FOR HUMANITY OF THE JACKSONVILLE BEACHES f 1671 FRANCIS AVENUE c ATLANTIC BEACH , FL 32233 A: HABITAT FOR (904) 241 - 1222 ......................................................................... ......... ....... HUMANITY OF FAX: (904) 241 -4310 THE JACKSONVILLE BUILDING CODE SUMMARY BEACHES 1671 FRANCIS AVENUE 1 i'STO R i BEI. ROOMI DUPLEX ATLANTIC BEACH, FL CODE ENFORCEMENT JURISDICTION : DUVAL COUNTY 32233 1128 - 1130 SCHEIDEL COURT (904) 241-1222 ZONING CODE : THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS ATLANTIC BEACH FLORIDA 32233 FAX: (904) 241-4310 OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM I '- DUVAL COUNTY BUILDING HEIGHT OFT THIRTY FIVE FEET (35 ZONING CLASSIFICATION : WIND ZONE : 120 MPH (WIND-BORNE DEBRIS) - DRAWING INDEX: FLORIDA BUILDING CODE: 2001 EDITION Al - TITLE SHEET DRAWING INDEX CEN . NOTES 1STORYFLORIDA BUILDING CODE - PLUMBING : 200 '1 EDITION FLORIDA BUILDING CODE - MECHANICAL: 2001 EDITION A2- FOUNDATION PLAN 3 BED FLORIDA BUILDING CODE -� FUEL GAS - 200 '1 EDITION A3- FLOOR PLAN NATIONALDUPLEX ELECTRICAL CODE. 2000 EDITION FLORIDA FIRE PREVENTION CODE: 2001 EDITION A4- ELEVATIONS 1128 - 1130 SCHEIDEL COURT OCCUPANCY CLASSIFICATION : RESIDENTIAL A5- ELEVATIONS ATLANTIC BEACH, FL32233 A6- ROOF PLANDUVAL COUNTY CONSTRUCTION TYPE : TYPE VI (UP) SPRINKLED : NO A7- ROOF DETAILS i.� , � 5 FIRE DISTRICT: NO A8- ELECTRICAL PLAN BYi BUILDING HEIGHT- A9- WALL SECTION AND DETAILS APPROXIMATE HEIGHT AVG : 17'-0" MEAN ROOF HEIGHT: 12'-1 " BUILDING AREA- . TITLE SHEET, FIRST FLOOR A/C. 1 , 105 SQ FT. APPROVED CITY OF ATLANTIC BEACH INDEX OF �tJlt,plMp O��'I��i SECOND FLOOR A/C: N/A �oo� DRAWINGS . ��� � 1TOTAL A/C. 1 , 105 SQ FT. GARAGE : N/A - LANAI : N/A 1�0. TRY: 52 SQ FT. City of Atlantic Beach F Planning and Zoi+mg Department t� r � This approval verifieG compliance with applicable STORAGE: 27 SQ FT. zoning. suhdivislon and lv other local land developmc.r+.l regulations, but dons not constitute DATE. 11/14/2005 °Q approval for the issuance of permits. Compliance TOTAL UNDER ROOF. 1with Florida Ruilding Code and all other applicable, 184 SQ FT. local, State and Federal permitting requirements DRAWN BY. PLO must be verified by signature of the City of Atlantic Beach Buildin (ficial prior to he issu nce of a Building Perr it, Approved By: L-1 T AREA: THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING L mmunity velop entDirector Date: COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2001 - 704.4 ra i �l y S A B C 1 STORY 3 BEDROOM MODEL — ENTRY LEFT 1 STORY 3 BEDROOM MODEL — ENTRY RIGHT 50' -4" 25'-2" 25'-2" HABITAT FOR HUMANITY OF �_ ____ __-- .._._._. —..... . ....—_.. --�. —.� ...,..- -- -- -, I F- ---- - - -- - - -- --.... ---_....._. --- I r I THE I SLAB NOTES a i i i i JACKSONVILLE 00 03 BEACHES 1 , THE FOUNDATION IS DESIGNED FOR AN ASSUMED 00 MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. I I IT SHALL BE THE CONTRACTOR'S RESPONSIBILITYL TO VERIFY THAT THE SOIL WILL SATISFACTORILY 1671 FRANCIS AVENUE SUSTAIN THIS LOADING, I I I I ATLANTIC BEACH, FL I — I o 32233 2. 4" 2,500 PSI CONCRETE SLAB W/ 6x6 10/10 I I I I WWM OR 4" 2,500 PSI FIBERMESH CONCRETE L—J I I I PROVIDE PVC I L._J (904) 241-1222 SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER I I I CONDUIT TO AHU I FAX: 904 241-4310 PROVIDE PVC OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. I I I AS REQUIRED / ( ) (TYPICAL) �� AS REQUIRED HU � � I 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING o �— I \� I I �/ I ^� I a PARTITIONS W/ TRUSS ENGINEERING DRAWINGS -,� LPITCH I I ( I PITCH J AND PROVIDE THICKENED SLAB © ALL LOCATIONS. I I I I \ (SEE DETAIL) n 4. THE HEIGHT OF ALL STEP--DOWNS SHOWN ON N DRAWINGS ARE MINIMUMS AND MAY VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE r r " I — I I — I — o CONDITIONS. I I PITCH I I I I I I L, PITCH I I I I 5. VERIFY LOCATION OF ALL PIPING AND CONDUITS �I I I I I I I REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR _I 3'-0" i I I i 3'—O" N ALL PLUMBING FIXTURE LOCATIONS) _ cy I I I I N r- I I I I ¢ I --p'-0" I STORY , lqu KEY I I I I I I I I 3 BED 4" INDICATES A STEP—DOWN OR RECESS IN CONCRETE SLAB W/ MINIMUM I I I DISTANCE DENOTED DUPLEX I I I I I F---- INDICATES SLOPED CONCRETE SLAB Q) N I I I I SLOPE 1/8" PER FOOT (MIN) 1128-1130 SCHEIDEL COURTI I I ATLANTIC BEACH, FL I I I I 32233 NOTE: I I I DUVAL COUNTY I I I ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR I I TO ISSUANCE OF THESE CONSTRUCTION I I I I DOCUMENTS. VERIFY INTERIOR ROOF TRUSS L--- - - ---- ----� I I I r- --- --- -- BEARING WITH ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. r- - ---4 -- --, I I I I r----- -4 - — I SLOPE I I I I I I SLOPE N II I I I I I I cv I -0'-0" MIN i L qv MIN _.-- - -- - L -. HB HB cv 10'-4" 10'-4.' 2„ 2„ 25'_4" 25'-4" 50.x8.. I FOUNDATION PLAN CL SEPARATION WALL FOUNDATION PLAN DATE: 11 /14/2005 1 /4 = 1 ' — o " DRAWN BY: PLO P 2 a A B Az5 C 1 STORY 3 BEDROOM MODEL - ENTRY LEFT 1 STORY 3 BEDROOM MODEL - ENTRY RIGHT 50' -4" 25'-2" 25'-2" 11 -01" 2,--41' „ , " 2141„ 11 '-0L 2 2 11 -7 11 —� 2 HABITAT FOR 6'—o-1' 13,^6,1 5'-51 51_511) 1 C" HUMANITY OF 21) 21) 3052 SH 305 SH r t 3052 SH 305 r2 SH THE JACKSONVILLE U)i BEDROOM #2 N �i TI-18Go MASTER tMASTER 00 N BEDROOM #2 BEACHES 1 (D BEDROOM BEDROOM � '1 8' CLNG = 0 8CLNG a a 0 n i 8' CLNG i 8' CLNG n ABBREUI ATI � N 111 211 2 -10 8 -1 ' 8 -1 2 --10 1lips3 2 -52„ 1671 FRANCIS AVENUE � 5 -Oz 2'-5" 3'-7" 0 )1 ,1 11 1 3 _. I11 1 5'-0- _ o� 1 N ATLANTIC BEACH, FL ABV ABOVE 4 32233 AC AIR CONDITIONER 00 m AFF ABOVE FINISHED FLOOR / � \ � �� tp� /C \ (904) 241-1222 CABS CABINETS BATHROOM UNIT I COMP I 4068 N c�, �p N 4068 ( COMP 1 FAX: 904 241-4310 AHU AIR ( ) _ BATHROOM BATHROOM _ =1N CLNG CEILING _� " � COL COLUMN I — — -- R&S I 8' CLNG 8' CLNG 1 R&S — — — — — DR DOOR N R&S 2068 N VINYL VINYL N 2068 R&S N DW DISHWASHER 00 FPR FLOOR FIREPLACE �r•N I 4" 5'-3" ¢ I co I co I Q 1 11 1/ GLS GLASS I "IN op -iN 5 -3 5 - HB HOSE BIB 2868 I� a o I 2868 MC MEDICINE CABINET 4068 in ,� 0 n Lo 4068 .11 MIR MIRROR ;� _ 0� LV-, i i i �J �0 _ - al 10 H m MTL METAL I WH H I a><s waLL _j WH 1 OHC OVERHEAD CABS 1n j 2A WAILLn OPNG OPENING Yrs N %C) 3)SH = r (3)S in N —IN A-5 OPT OPTIONAL I I o o I R&S CLOTHES ROD and SHELF Ln STORAG�Icv N0 , N TSN STORAGE Ln REF REFRIGERATOR 0 2868 8' CLNG - �R&S _ _ x • • • • •• • ••• • • • • • • • • - - - - _ I 8' CLNG 2868 0 Sb SMOKE DETECTOR cv / \ / \ 4 68 N 4068 / \ I / \ N SGD SLIDING GLASS DOOR cv o ¢ SH (2) SHELVES (QUANITY) ¢ o i BATHRO0 / \ / \ ATS-IROOM I �06g VOL VOLUME - 1 3068 - WC WATER CLOSET �j �n $' CLKG / \ / \ > ' cLNG• • • • ¢ y � o WD WOOD cn 3068 VINYL: VINYL 30.68 vi 1 STORY WH WATER HEATER � I 01 � 7 r:N - - - OHC -- - - - I - - -- OHC - - - - I� �r7 1 BEDROOM #3 N REF REF N BEDROOM #3 _0 1 3 BED 8' CLNG -RANG W/• HOOD 8' CLNG 1 �IN KITCHEN KITCHEN =1N A-4 � 8' CLNGI 8' CLNG � AREA N VINYL VINYL DUPLEX i• j 1ST FLOOR LIVING SPACE: 1,105 SQ FT. Q o 2068 2068 a Q 1128-1130 SCHEIDEL COURT 2ND FLOOR LIVING SPACE: N/A DD1 (4)SH I (4)sH �❑ ATLANTIC BEACH, FL OTHER: N/A ,1 ,1 32233 10 -7 3 - 8'-2" 2 9 2'-9" 8'-2" 3'-6 10 -7 TOTAL LIVING SPACE: 1,105 SQ FT. - DUVAL COUNTY n GARAGE: N/A o N _ 8"W BAR TOP @ 8"W BAR TOP ® o r 0I a 42 AFF W/ 2x4 I 42 AFF W/ 2x4 0 Ic O LANAI: N/A DINING ROOM T WALL BELOW WALL BELOWi DINING ROOM V-)ENTRY: 52 SQ FT. T 8' CLNG `� LIVING ROOM LIVING ROOM STORAGE: 27 SQ F7. Lo n a' CLNG 8' CLNG 1 8' CLNG Lo A-s I TOTAL UNDER ROOF: 1,184 SQ FT. FOYER FOYER Iw 305 SH - - 305 SH L,rl �0 CD VINYL VINYL co 001 Q ENTRY N 2 N ENTRY Q; a 8' CLNG N A'9 N 8' CLNG �i I I� 3068 I 68 wl Lo Iw BEAM ABOVE BEAM ABOVE mi ----------------------------- -___----..__ ____________ 305 SH 305 SH , 305 SH 305 SH HB 2 2 , HB 51211 51_211 51-7)1 31611 51_7/1 517" 31-611 5)_yll 51_2„ 5'-211 7r ;Ir / FLOOR PLAN 10'-4" 14'-8" 14'-8" 10'-4" 251211 25'-2" e- 50'-4" CL SEPARATION WALL 2 A- 4 FLOOR PLAN DATE: 11/14/2005 /, 4" 1 ' _ o " DRAWN BY. PLO /ZF d �C-t� CIA a HABITAT FOR HUMANITY OF THE JACKSONVILLE Ah BEACHES TRUSS BEARING 8'-1 1/a" 1671 FRANCIS AVENUE ATLANTIC BEACHFL - - - - �❑ - - - - --- - 0 0 ALUMINIUM WRAPPED 0 ' - BEAM 32233 (904) 241-1222 :................................ - FAX (904) 241- 4310 - APPLIED TRIM VINYL SIDING - - -..... _ _...._..--- -.._ --.._ _ .. ...... FINISHED FLOOR LEFT SIDE ELEVATION 1 /4 1 ' - o " 1 STORY , 3BED DUPLEX 1128-1130 SCHEIDEL COURT ATLANTIC BEACH, FL A B C 32233 1 STORY 3 BEDROOM MODEL - ENTRY LEFT 1 STORY 3 BEDROOM MODEL - ENTRY RIGHT DUVAL COUNTY 12 12 40 04 TRUSS BEARING ALUMINIUM WRAPPED _ - - - - . -- --- -_._ BEAM FRONT AND L_____ 4x4 PT POST W/ --- ...._.._.._._............ . ....._......._... _._...... _. --- _..... -- - LEFT SIDE APPLIED TRIM. _. - --- - - _. - - -- - - i i ;! iE 'i ......................... = _ �..............:...._......... ._...__._ - _ - -- I _..T._.... --- - ELEVATION S VINYL SIDING FINISHED FLOOR 01-0 11 OPTIONAL VINYL CHANNEL AT CENTER LINE TO SEPARATE VINYL SIDING FRONT ELEVATION DATE: 11 /14/2005 1 /4 = 1 0 DRAWN BY: PLO P 4 f c s Y. HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES TRUSS BEARING 8--1 1/810 1671 FRANCIS AVENUE ............... -- - - _ _....- ATLANTIC BEACH, FL ALUMINIUM WRAPPED ---- - - - -- BEAM ❑❑ -- ❑❑ 32233 (904) 241-1222 4x4 PT POST W/ ,: :... . .................... F 1 4310 ::. APPLIED TRIM. - -- - - - - -- VINYL SIDING AX: (904) 24 - i ii ii --- --_- -- _-_-- FINISHED FLOOR 71 0 -011 RIGHT SELEVATION 1 I =No 4 = 1 - 0 1 STORY , 3 BED DUPLEX 1128-1130 SCHEIDEL COURT ATLANTIC BEACH, FL A B C 32233 1 STORY 3 BEDROOM MODEL - ENTRY LEFT 1 STORY 3 BEDROOM MODEL - ENTRY RIGHT DUVAL COUNTY 12 12 4 4 TRUSS BEARING I � _ . REAR AND -- w - -- - - ..... - --- - _.._._... ---- :_- ............_. - --- ---- -- -- -- - -__ - 3 _ - --- -_ RIGHT S ELEVATIONS VINYL SIDING - - _ - I- - --- --- FINISHED FLOOR 0'-O11 OPTIONAL VINYL CHANNEL AT CENTER LINE TO SEPARATE VINYL SIDING REAR E DATE: 11 /14/2005 1 /4 = 1 ' - 0 " DRAWN BY: PLO A5 A B C HABITAT FOR HUMANITY OF __, _ THE ......................... ......................... ...... JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ......................... .......................... ATLANTIC BEACH, FL 32233 h (904) 241-1222 FAX: (904) 241-4310 ............................................. .......... ........... ................ .............................................. ................................... . .................... ...................................... ................................. ................................................... ......................................... ..... HI ............. ...................................... h ........................ ................................ ................ ................................................... ...................................................... .... ................. " " OFF 480FF ...................................................... < 48 .................................. ...................... ........................................ e............................................................ ..................... ......... ............................................................ ...... .............. ...... .............. ............... ......... .......... 72m OFF 72" OFF R1 1 STORY RIDGE VENT RIDGE VENT -------------- ................ .... ........................................... ......... .......... ............................ ............................................. ......... I. 3 BED DUPLEX ---------- .... ......... .................................... ..... 1128-1130 SCHEIDEL COURT ................................................................................................................................... .............................. ATLANTIC BEACH, FL 32233 DUVAL COUNTY ........................................ ................. ............................................................... .............................................................. ......................................................... ...................................- ........... ............................................................... .................... ................ ................... ............k.. ................................. .......................... .... .................................................................................................................. .............................................. ................................................................................. ............... ............. ....... ------------------------------ ....................................................................................................... .............................. ................................. .................................. ................................................. ..................................... ............................................... sp I I ROOF PLAN CL SEPARATION WALL ROOF PLAN DATE: 11/14/2005 1 DRAWN BY: PLO 1 /4 1 — 0 A6 112? k3O WALL SHEATHINIG (7/16" OSB) DRIP EDGE ON ROOF DECK VINYL LAP SIDIING TOP OF OVER TYVEK HABITAT F UNDERLAYMENT HOM EWRAP RAKE 2" MIN OVERLAP SIDE HUMANITY OF 36" WIDE UINDERLAYMENT INSTALLED W/O WRINKLES. THE .....:.................................:%:­.:.' USE ONLY EENOUGH NAILS METAIL FLASHING NAILED TO HOLD IN PLACE UNTIL i TO ROOF DECK COVERED BY SHINGLES. PLACE SHINGLES JACKSONVILLE CLOSE TOGETHER BUT DO NOT CROWD `J = ; CAP SHINGLE INSTALLED BEACHES ♦ Ln =:= ; W/ ROOF CEMENT. DO ♦ :: ; NOT NAIL. ♦ 1671 FRANCIS AVENUE 00• ♦ SHINGLES ATLANTIC BEACH, FL NON—CORRODING •' 32233 • • PLACE SHINGLES EDGE GEL DRIP ♦I 3/8" OVER EAVE & RAKE EDGES ROOF CEMENT (904) 241-1222 4" MIN OVERLAP FAX: (904) 241-4310 END NON—CORRODING @ RAKES, CEMENT SHINGLE TO METAL EAVE DRIP UNDERLAYMENT & TO EACH OTHER IN A 4" UNDERLAYMENT WIDTH OF ASPHALT PLASTIC ROOF CEMENT ON TOP OF DRIP EDGE C9 EAVES UNDERLAYMENT DETAIL FIRST COURSE DETAIL WALL FLASHING DETAIL 1 /2 = V - 10 "0 4:12 or GREATER SLOPE 1 /2 = 1 -- 0 3 " - 1 ' - 0 " 1 STORY , 3 BED DUPLEX R 30 BATT INSULATION 12 FIBERGLASS SHINGLE 16 1128-1130 SCHEIDEL COURT 4 ROOFING OVER 15# FELT ATLANTIC BEACH, FL INSULATION BAFFLE BETWEEN 32233 EACH TRUSS PLACE SHINGLES DUVAL COUNTY 3/8" OVER EAVE �� HURRICANE CLIP 0 EACH TRUSS. & RAKE EDGES (SEE STRUCTURAL DRAWINGS) 0 RAKES, CEMENT SHINGLE TO (2) 2x PLATE #2 SYP UNDERLAYMENT & TO EACH ALUM DRIP EDGE OVER FASCIA OTHER IN A 4" WIDTH OF ASPHALT PLASTIC ROOF CEMENT 11 1/2" to 12 1/2 11 1/2" to 12 1/2" 1/2" TYPE "C„ NON—CORRODING _ 1 " t 1 1/2" 1 " to 1 /2" GYP BIRD @ CLG METAL EAVE DRIP ,> N m m 0 0 im m m 1/2" GYP BRD FULLY VENTED + VINYL SOFFIT " ." LO BATT INSUL VINYL LAP SIDING O OVER TYVEK TRIM 6 TRIM TABS FROM FROM END OF ;��" 1ST SHINGLE STARTER COURSE HOMEWRAP SHINGLES ROOF DETAILS STARTER STRIP DETAIL STARTER STRIP DETAIL S DETAIL 4 4 1 /2 = 1 ) _ 0 )) 1 /2 = 1 - 0 ,� 1 " = 1 ' D " DATE: 11 /14/2005 DRAWN BY: PLO 7 zg 3D � � b A B C 1 STORY 3 BEDROOM MODEL ENTRY LEFT 1 STORY 3 BEDROOM MODEL - ENTRY RIGHT HABITAT FOR HUMANITY OF THE .......... . �- �............... ..................................... ................: ........... . ..... JACKSONVILLE ,....... .. ... . .... .................. . LIGHT I LIGHT PREWIRE ( (PREWIRE BEACHES FAN) LIGHT LIGHT I FAN) (PREWIRE (PREWIRE �\ 1671 FRANCIS AVENUE �\AN)//> I 0\FAN) /> X/ I \� ATLANTIC BEACH, FL .......... ...........r i I r �.............�.......... 32233 \ s �/� \J C./ \\J c / (904) 241-1222 / 33 p Indy r� FAX: (904) 241-4310 E ECTR CAS LEGEND .................. _— _ __..______--- — �..... ; $ 110 VOLT DUPLEX OUTLET-WALL MOUNTED ......................... r ............. r -- -- ......... - . _... ............................... 110 VOLT DUPLEX OUTLET—WEATHER PROOF is 110V DUPLEX —GFCI OUTLETFl I I I I i � 110V DUPLEX -AFCI OUTLET - .....__.........._............._......, .. C n i! 1 t 7 I[ � J 220 VOLT OUTLET-WALL MOUNTED I _... I L__.._ _m.... _. i TELEPHONE OUTLET ............__..__ .... tel•• �•-�• ::::::.............::::�.. ��... r •q _-....-... .. d f .._. .._.. 4.... .... / -�3— SWITCH ::::...::::::...: ::..-:. ...:-::-..:::::::...:::i �. `1 �_J . . . :.:..........:....... ..................... SWITCH-THREE WAY m....._. '... I / \ II / 'I D _. ..... m ❑--I PUSH BUTTON SWITCH Q I r � O � I 1 STORY LIGHTI :::::::::::::: ::::::::::..:::: .......::::::::::: :::::::::::::::: I LIGHT ® DOOR BELL CHIMES (PREWIRE ............:..:.....h..,..,..:..:..:..:..:.. ........,..:..:..:..,..,...,..........1 ...........,..... .....,..............n.h.h.......................,. (PREWIRE .. .........I ............... ...... ; ................................. ........... ........................................... 3 BED II FAN) II FAN) rj o--. CABLE TELEVISION OUTLET �\ / I ..... ...... .� ��. . . ..._ . ...... I ....... ... ..... .. .. ...... .... ...... ....... ....... ...... , I r \ r _. ._ �. _ ... ..: �. .. ..- ..J - LIGHT FIXTURE---CEILING MOUNTED r I ................: :.:::•:: . .� - 3-- DUPLEX -�H LIGHT FIXTURE---WALL MOUNTED I I O SMOKE DETECTOR—CEILING MOUNTED 1 1 I I 1 1125-1130 SCHEIDEL COURT r ............................................................. EXHAUST FAN :........................................................................... .............................. .. ..: ELECTRIC PANEL ATLANTIC BEACH, FL ( ' awn � I: u�p..... / ... ..._:.:..:: :..._.L—_— - _.. _ ___. ...._' 1 32233 I Lo QUICK DISCONNECT : .......................... ......... ..................... ................ ............................. / ........ ..................................................................� .......................................................::. FLOOD LIGHTS - DUAL HEAD / \ DUVAL COUNTY I / LIGHT i LIGHT \ I 1'x4' FLUORESCENT CEILING MOUNTED l i / (PREWIRE I (PREWIRE 1 LIGHT FIXTURE / FAN) 7 FAN) / \ 4.......... .................... ....,....... .\.... ................... .. g................... ....... ....... ....... i wp w� i FLECTR CAE NOTES ; ------------- ----__-------------------- ------------ 1 -------------= T=1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. V1 E._3 H„ 2. ALL WIRING IN BEDROOMS TO BE ARC I I I ELECTRICAL FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN HVAC PLAN CLOSET. I I CL SEPARATION WALL ELECTRCAL PLAN DATE: 11/14/2005 DRAWN BY: PLO 1 /4 = V - 0 5 FIRE RESISTANCE RATINGS — ANSI/UL 263 HABITAT FOR Design No. u336 CL December 06, 1996 HUMANITY O Exposed to fire from separation wall side only Nonbearing Wall Rating — 2 Hr u TS Finish Rating — 120 Min 5 A THE E 6 3 CL CL SEPARATION WALL: (Max Height — 44 ft) JACKSONVILLE 1 . Floor, Intermediate or Top Wall — 2" wide channel shaped with 1 " long legs r? form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24" PARATIOIW WALL O.C. r ATTACH 2" METAL 2. Metal Studs — Steel members formed from No. 25 MSG galv steel having BEACHES .ti "" "H" shaped flange spaced 24O.C.; overall depth 2and flange width 1 -3/811. CHANNEL TO DECK I PLYWOOD P 9 P P g SHEATHING 3. Gypsum Board* — Two layers of 1 " thick gypsum wallboard liner panels, A 1671 FRANCIS AVENUE supplied in nom 24" widths. Vertical edges of panes] friction fitted into "H" shaped studs. 2 4 5 ATLANTIC BEACH, FL PRE—ENGINEERED WOOD ROOF TRUSSES CANADIAN GYPSUM COMPANY — Type SLX. 32233 "FLAME CONTROL" ~ ~ ~ ~ ~ UNITED STATES GYPSUM COMPANY — Type SLX. (904) 241-1222 #10-10 INTUMESCENT 2 3 FAX: (904) 241-4310 COATING SPRAY PROTECTED WALL: (Bearing or Nonbearing Wall) APPLIED TO UNDERSIDE 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at 6 OF DECKING AND mid0height where necessary for clip attachment. Min 3/4" separation between TRUSSES @ 4'-0" ALIGN TRUSSES wood framing and fire separation wall. �% �` MINIMUM HORIZONTAL WITH INSIDE EDGE 5. Gypsum Board — Classified or Unclassified — Min 1/2" thick, 4'-0" wide, DISTANCE FROM BOTH applied either horizontal) or vertical) Wallboard attached to studs w 1 -1 4" SIDES OF SEPARATION OF FRAME WALL PP Y Y / / WALLlong steel drywall nails spaces 8" O.C. Vertical joints located over studs. 4 4 FIBERGLASS BATT (Optional) Joints covered with paper tape and joint compound. Nail heads BATT INSULATION covered with joint compound. 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and 5 O 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and with Type "W" screws 1 -1/4" long to wood framing through holes provided in clip. 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space 1 " (3/4" MIN) AIRSPACE 5/8" OR 1/2"TYPE C GYPSUM clips a mas of 10'-0" O.C. vertically between wood framing and "H" studs. WALL BOARD 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space clips as described in Item 6A for upper 24'-0". Remaining wall area below n requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" 5 E C TI 0 N A "THERMAFIBER" .063 USG studs. STORY INSULATION FIRE ALUMINUM ANGLE BLOCKING AS CLIPS SPACED AS *Bearing the UL Classification Mark REQUIRED REQUIRED 3 BED 1/2" GYPSUM DUPLEX WALL BOARD OVER 2x #2 SPF WOOD STUDS ATTACH 2" METAL 16" O.C. 1128-1130 SCHEIDEL COURT CHANNEL TO CONCRETE SLAB W/ R11/19 ATLANTIC BEACH, FL 'PASLODE' OR FIBERGLASS BATT EQUIVALENT INSULATION 32233 ANCHORS ® 24" 1/2" GYPSUM WALL BOARD O.C. MAXIMUM 1 " (3/4" MINIMUM) AIR SPACE DUVAL COUNTY 2x SILL PLATE W/ (2) LAYERS 1" USG 2x4 STUD WALL VINYL SIDING OVER APPROVED HOUSE WRAP' FOAM SILL SEAL GYPSUM LINER ` PANEL EXTERIOR SHEATHING ACOUSTICAL SEALANT 2" USG 'C' RUNNER L11 L... CL OF SEPARATION WALL !<7 :, 2" USG 'H' STUD (2) 1 " USG GYPSUM LINER CONCRETE GRADE PANEL (SEE SECTION CL BEAM (SEE THROUGH SEPARATION WALL) SEPARATION WALL FOUNDATION PLAN) WALL SECTION AND DETAILS SECTION TSEPARATION WALL PLAN D AT SEPARATION WALE 2 N .T. S . DATE: 11 /14/2005 DRAWN BY: PLO A 9 2