Loading...
Barefoot Trace 2338 THIS DOCUMENT,ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIED FROM THIS DOCUMENT,AND/OR ASSOCIATED DOCUMENTS, DETAL- MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. 314" MIN_ APA OR TECO; RATED T4G FLOOR DECK W/ 6" FIELD / 6" EDGE 4x4 "2 SYP P.T. POST 10D NAILING AND APPROVED JOINT (WHERE wl ABU44 6 BASE CONSTRUCTION ADHESIVE- APPLICABLE) C4) 518" THROUGH BOLTS - ~ ' (2) 2x12 02 SYP FLOOR 2x12 02 SYP FLOOR 4015T:5 BEAM. ism LL 24" o/e w/ LU2IO Zx12 "2 SYP P-T_ LEDGER v +7 I� HANGER Q EACH EMD_ ATTACROWS HE®4O3CMU T TEN (3) - 1 0)C 2 1121, 1 I " " —1 am Io oI FLASHING BY OTHERS CUSEr-SKEWED HANNPER 10 0- z 11 ' C2) 2x8 '"2 SYP P_T_ SCREWS I 45 LEDGER°LO'CATIC�NS) .. II olc: �.� co � �) � BEAM_ SEE BOLTED _ _ _ v a CONNECTION DETAIL - - - - +a o FOR ATTACHMENT 2x5 02 SYP P-T_ DECK � EXISTING JOISTS w 16" ole wl LU26 FOUNDATION - HANGER 10 EACH END_ (2) 2x6 02 SYP P.T_ II I PA51 EMBED ATTACHED TO - f=T ICN j 2x12 FLOOR BM_ wl C91 I>�rel ii COMMONS. SEE LAYOUT TP I ATE 1=05TS )- FOR LOCATION- NEW - (SEE PLAN) NEW PIERS CENTERED FOR HOUSE/ PORCH BEAM (5EE PLAN) - (2) 518'° THROUGH BOLTS DETAIL I 2 112" 2 112" , OFTION ( ENE) T ) Lu LU CONT HORI Z_ RE INFORCLMENT CONT_ HORI E- REINFORCEMENT LH FROM NEW FOOTER INTO EXISTING. 2'-0" FROM NEW FOOTER INTO EXISTING_ 1 11 DRILL AND EPDXY EA- REBAR± DRILL AND EPDXY EA. REBAR± L 5 EMBEDMENT W/SIMPSON 5 EMBEDMENT W/51MPSON 2-PART EPDXY_ 2-PART EPDXY_ S 5 "x1ro" PIER w/ CI) IN EACH CELL GROUTED � OLID ON 24"44"xI6," 1 w/ 3-05'5 BOTH WAYS. r , II II II 1 JL ILII K) �-5 z FIR UP SILL PLATE AS FDI r ruj REQUIRED FOR FULL I I F�71 s•, BEARING. _ p 2x8 02 SYP PT SILL PLATE w/ 1+ 112"x10" ANCHOR BOLTS Q 32" ole_ COUPLE 112" ALL THREAD EMBED C11 PA5[ EMBED (I) PAST � �'-4 114" -f'-,a" �`-4 11411 - el „ EACH END OF PIER - 1L RODS TO J-BOLTS OR DRILL EACH END OF PIER AND EPDXY 12 DEEP- 11 1a OR CMU FOR BEAM OR CMU FOR BEAM 2,-0 2 -O cp 2x8 � SYP PT RIM JOIST. TOENAIL RIM JOIST TO .2x8 PT I'E w/ .131x3" NAILS is A" olr-- ailCMU wl 05 VERTICAL'S 0 05 HORIZONTAL EACH CORNER, EACH SIDE OE ^� tv HEADER 'II EACH FOOTING ELEVATION 20"x20"xl(p" 2@"x20"xI&" COURSE- CHANGE AND 40" c/a WI 2-'#5°S W/ 2-"5'S :zLu 0 Q EXISTING II THEREAFTER. BEND 6" MIN, BOTH WAYS BOTH WAYS " Z Q) V W W W ' INTO FOOTING AND 12" MIN. A 'D >FLOOR INTO D JOISTS, SEE GROUT EG L®SOLID_ FD1 Cl ❑ [ [ (Y AlFD1. _ III 1 I I MIN_ 10' i�:_ .,III------III---I F E] I- CONTINUOUS EXTERIOR -1'-IO11 PROJECT-ENGINEER F ! I 1 I- 1-5TOR -STRIP FOOTING w/ (2) "5 1=1 i 1-=1 11= I " I II DONT INUOUS_ PP I PSI P I: P I P1 11= -STOR .� } _ - I 13 RYA[V A. M BRAY; P E I—III III 111�-----III—�1 I I-- PRf�,�f=�.�f❑NAS ; ENGINEEW 7 - Li EICENVs'E-;-NNS.° MAX. 5TEMWALL I-IEIGHIT OF (5) 8" COURSES 640 1 0 w APPLIE5 TO THIS DETAIL_ EZE-T-A It 1 SHEET N N NOTE: VERIFY ALL D IMENS ION6 AND i�Ir�TES- t _s CITY OIC LAND ACII UEDAT I fLIft CURB I I I I � ALL FLATWORK CONTAINED WITHIN THE [BEARING FOOTINGS �� SAWGUT FLAT WORK IN 15'x15' CERTAIN Em5ED 5TRAP5 REaUIRE FOR. CHASE PI NETRATICN5 OF INTERIOR OR EXTERIOR FILE Co ly � s SEEPEI;i' -NAL CURB LOCATIONS w/ �ARCN ITEGTUFRAL 5I40WN TO [BE A 4" CONC_ 5LA REINFORCED WI EITHER GRID, P DEEP WHILE CONCRETE ADDITIONAL FOUNDATION FOOTING5, DEEPEN THE FOOTING THE DEPTH OF THE REQUI EMTIONS. II J II �. � - 6x6 10/10 wwf"I OR FIE5ER1"'IESH ON 6 MIL VAPOR [BARRIER 15 WORKA[BLE CWItN-IIN 12 �-40UR8 REINFORCEt`fE1*lT_ REFER TO 511`iP50N'S PENEtRAT101,L FOR CHASE PENETRATIONS OF � ,� -R�.��„ •n=-3� �,:�; ;� SC;4LE : 1I4 FLANS PRIOR TO 5L,AE3 F0u� OVER TER"FITE TREATED, CLEAN, COMPACTED FILL, UN.C. OF PI-AGEMENT. DETAILS FOR REQUIREMENTS. 5TEMWALL5, GROUT SOLID AROUND GHA5E. REViEWEi�]�Y; -26FOC - - 7 - - o-• .... ... :.. .:. ., r� , 12 THIS DOCUMENT, ALONG WITH r� F_N_A / ASSOCIATED DOCUMENTS,I5 SEE HJJ3.'91 and 7"�. Z"� . 2' BCSI 1.03 FOR ADDITIONAL EGGiNEERED ROOF TRUSSES - 12' 7x CHIMNEY AN INSTRUMENT OF _ �'� T WALL $uEATu1NG FRAMING ENGINEER'S SERVICE FDR THE AS SPECIFIED ON MEMBERS - SEEENGINEERED WOOD 8 ] DETAIL A STUD TABLE FOR – –_ – EXCLUSIVE USE AT THE TRUSS HANDLING, '11��"APA OR TECO RATEDSOF SHEATHING 04116INSTALLATION AND SIBRACING DETAILS ZPAN RATING:)(MIN 19132 Z I12" - :.� / SPECIESzE• PRQJECT TITLED HEREINFr�R TILEALATE ROOFS)w1MAX_ofC , INSTRUCTIONS. 7x BLOCKING 11+1 FIRST ' ' -� E -� SPACING - u$E INEORMATIQN DERVIED FRAM EDGE.1Z"FIELD 8d(RING-SHANK)NAILING ON - - M2J CH BAYS_ OVERALL -- -- - THIS DOCUMENT.AND/OR J INTERIOR ZONES AND 6" = MATCH CHIMNEY HEIGHT - SIMGRADElSPECIES /r s' 2x4 5YP BLOCKING FOR IE uEkaur_ ASSOCIATED DOCUMENTS, EDGE,6'FIELD 8d r � BETWEEN TRUSSES I9ELOWw1 ADJACENT uIALL 2„ [5m, GuIMNEr WALLS w/(4)J3lx3' aC�RN�s T MAY NOT BE USED FOR OTHER - [RING-SHANK)NAILING FRAMING .� BOLTS NOTFs [7N END TONE& TOE/END NAILS A7 EACH WORK(S) OR PROJECT(S) END OF BLOCKING TO TOP I STUCCO EXTERIOR FINISH fu ROW OF lOd (I)Row OF Ind CHORD OF TRUES OR WITHOUT THE EXPRESS WRITTEN REQUIRES HORIZONTAL NAILS A 6"O.C. (3J ROWS OF 10d 2- (I)MT512 OR(U MSTAIB STRAP FOR A NAILS ++4"O C_ RAFTER AT GOR1JERb OF APPLICATION OF WALL STAGGERED. NAIL$ A 8. Off. SQUARE CHIMNEY OR f2)H7$20s OR(7) PERMISSION OF THE PROJECT :y _ STAGGERED,1 RECTANGULAR CHIMNIaYS, SHEATHING OR VERTICAL - 1x4 SYR CONTINUOUS WITHIN 314"OF STAGGERER AS I-314"WIDE PLYS MSTA24'S FOR A RECTANGULAR CHIMNEY FASTEN STUD FLYS v4" OFF 4 OF — USE 7x8(ILS7.2x4)w1 fB) ENGINEER IDENTIFIED BELOW. 13/32"5HEATHING LBRACING w/f2)10d TO CENTERLINE OF SHOWN,EA PLY_ . EA CORNER OF CHIMNEY TO ILI EACH TRUSS_ DO NOT TOGETHER PER 2x6_ NAILS/> ND(IL-C]f4)NAILSL 1 - -- DETAIL DIF1. 2x4 •MINIMUM OF(a)ROWS OF 12d(3-U4')NAILS r U'°OIC_ RAFTER/TRUSS TOP CHORD OR 7x4 SPLICE OVERLAP •MINIMUM OF(3)ROWS OF 12d(3-1/4"1 NAILS A 12"olc FOR 14'AND DEEPER BEAMS BLOCKING BELOU APPLY "'EDGE" - - - - _.- !2 SPF OR SYP 2x4 -2 SPF OR SYP 2x6 '2 SPF OR SYP 7xB JOINTS MlFL f2J •NAILED CONNECTIONS REMIRE AN ADDITIONAL ROW OF NAILS WHEN NAIL SITE ,. NAILING TO LOWER Zpfy 2x 92 SYR TOP PLATE- FASTEN PLYS w1 - - -� ' TOP IE. ADD f lJ TRUSSES EXTEND IS SMALLER THAN SPECIFIED ABOVE(MIN .178"x3") ADDITIONAL ROW f71 ROWS OF 131x3"MAILS A 12 OIG. BRACING + ATTACH TO TYPICAL CONNECTION OF ALL STUD COLUMNS,JACK TO-KING ASSEMBLIES,CORNER •NAIL FROM BOTH 51DE5 OF 3-09 MEMBER5 ROOF TRUSS TOP CHORDS, STAGGERED_ MIN.24' LAP w/MIN-(12)J3fx3" END OF TRUSS RUN OR POSTS,ETC,.INCLUDING? I STUD MEMBERS SEE STRUCTURAL FRAMING PLAN FOR OF 8d NAILS 70 NAILS IN LAP_ BRACED WALLS_ SEE p UPPER TOP fT' A b' NUMBER OF PLIE& FASTEN WALL SHEATHING-TO-'POST W1 MIN 8d'a A 12"GIG OR 3-WI WIDE PLYS AND APLY 1.314-WIDE MEMBER - UP [STAGGER TRUSS ENGINEERING GYPSUM-TO-POST W/MIN Sd'n A 4"OIC,IF MORE THAN 3 PLYS ARE USED,CONNECT -- c 7 ? NAILS BETWEEN ALL UNDER-EAVES(SOFFIT)TO DETAILS FOR MAXIMUM EACH CUTER PLY TO SHEATHING AS SPECIFIED_ "MINIMUM OF(2)ROW5 OF l/Y BOLTS A 24"o/c.STAGGERED a BE IE THER VINYL SOFFIT [SIG SPACING DF ROW$L MATERIAL OR DENSSOARD BRACING - cej ' l/16"APA OR TECO MATERIAL,RATED t INSTALLED - -_ INTERIOR LOAD BEARING C IF R D I E HEI �T C I-I A I `(. ;E IF i�a T Y F I C A L M E�5 E R COI Y I 't C T 14�i' Y'!! � I �[/F R D �!H I�I Y E Y �/V E.RF R A� I I �lG RATED SHEATHING FOR THE APPLICABLE DESIGN (.24/0 SPAN RATING)w/ PRESSURES FOR THE SPECIFIC WALL SEE FRAMIW-s — � L PLAN FOR SIZE/GRADE/ PAM+� � 6' EDGE + 12"FIELD APPLICATION,�V'THICK __ _c o/c 8d NAILING UNLESS IMINE APA- OR TECO-RATED SPEGiES/SPAGING - C)- OTHERWISE` NOTED ON SHEATHING w/6"Iwo1d - � } cry FRAMING PLAN BLOCK' 6d NAlLINGa BLOCK ALL 2x4 SYP"X" BRACING, LOCATE PEAK AND r1� to ALL UNSUPPORTED UNSUPPORTED PANEL EDGES_ SPACE EACH SIDE PER SCHEDULE BELOUI "X' IF DISTANCE 2x4 02 SPF BLOCKING ® �� PANEL EDGES FROM SUB FASCIA Sol MUST SPAN MIN,B'FROM GABLE WALL A 24"aA� ATTACH TO AND ATTACH TO 2x4 VERT,A MID POINT wl f31 TO lot ROOF OR FLOOR I" Q 7x BLOCKING r ALL ROOF SHEATING PANEL EDGES WITHIN 4'OF END OF GABLE TOP Fly wl(4).Mx3". EXTERIOR STUD WALL,SEE )31xY NAILS FROM EACH SIDE OF 'X" OUTLOOKER 5HEATHING- 0 d Q FRAMING PLAN FOR SIZE/GRADEI EXCEEDS 3Z", I I �' u SPEGIESISPACING BRAC�KING FASTEN ALL ROOF SHEATHING TO ALL FRAMING MEMBERS W1 8d DOUBLE lot -- �� d' � -J - RING'SHANK NAILS'A"OIC WITHIN 4.OF END OF GABLE RAKE. OUTLOOKER !! T !H U WITH 4'BIRCiK VENEER IN SHEATHING 1/7" TO PROVIDE AT PORCHES NOT SPECIFICALLY:IDENTIFIED WITi-1 A NOTE r0"SHEATH 2x4 '2 SYP GUTLOOIKEF� ONLY_ I I 2x4 "l SPF LEDGER EXTERIOR FINISH.ADD FULL I"CONTACT WITH TOP le' PORcw CEILING" Ix4 CONTINUOUS BRACING MAY BE USED IN I"1A)[- "X" ■24"Olc(MAX RAKE - IS')w/ I I ATTACHED TO TRUSS CORRUGATED GALV_ 2x'2 SYP PT SHOE I1•'.- 2x W)SYP PT CONJUNCTION WITH EITHER A VINYL SOFFI7/CLN,a MATERIAL Q$ BRACE (1)HS s EACH TO TOP CHORD ENGINEERED ROOF -=[I I w1 f4))31x3"NAILS _W. BRICK TIES A ZVOIC SHOE le, EXTERIOR-GRADE GYPSUMIDEPISBOARD CEILING BOARD ONLY IF OR TOP E_ OR FLOOR TRUSS EACH INTERSECTING HORZ_+ IS"Ola VERT_ RATED FOR THE APPLICABLE DESIGN PRESSURES FOR T1HE SPECIFIC 5PAGIWx A 16'o1c[MAX RAKE • 24"O)C I I TRUSS MEMBER, USE BRICK TIES MUST BE - APPLICATION,THE Ix4 CONTINUCkIS BRACING MAY NOT EXCEED-17"oIC ui/f2)H5'6 A EACH TO TOP I I WHEN BOTTOM FASTENED THRU SWTN1G IATTACHED TO EACH INTERSECTING:TRUSS OR 2x BLOCKING:w1(2)10d IAF O/c CHORD OR TOP P FASTEN I I CHORDS ADJACENT TO WALL STUDS NAILS),AND MUST BE APPLIED TO TAE BOTTOM OF THE BOTTOM CHORC?, PITCH SPACING OUTLOOKERS TO FIRST PULL I1 TO WALL ARE AT EITHER MATERIAL MUST ISE .ATTACHED TO THE 12°olc Ix4'a AS HEIGHT TRUSS TOP CHORD w1 f3J)31x3"NAILS A - DIFFERING HEIGHTS- EITHER FOUNDATION - SEE FD 5HEET5 >—t PERSCRISED IN THE INSTALLATiC14 IN5TRUCT1ONfi ASSOCIATED WITH THE TO 4/12 8'oIc (3))31x3"TOENAILS: ADD 2x I EACH BLOCK TO 507TOM CHORD. 4112 70 7112 6'oIC OUTLOOIKERS ABOVE 70P { I'. SPECIFIC MATERIAL_ BLOCKING BETWEEN ALL IE/CHORD TOENAILED A 6"0/c- I AISOVE 1/12 A'ofd EXTERIOR WALL ELEVATION VIEW - (3))31x3"NAILS A EACH BLOCK 70 LEDGaER_ A - 11FD 1 ® TOR—T- WALL SECTION - L' I I SLOPE TOP IE TO MATCH - - IL II II T I ROOF PIrcI-L f: DROP 70P"GAME END I I I I I I I I 2x4 '2 SYP BC51 1.03 FOR ENGINEERED ROOF rRusst= SPF r�TDP of BLOCKING 's °x" T"rF I C A L TRUSS BLOCKING DETAIL SEE HJB_ 91 4nd LU/J31X31L NAILS 6 olc ACE I 2x °L" BRACE A VERTICAL I I I I I I I I I WEBS AS SPECIFIED BY I I ADDITIONAL TOP IE ASSEMBLY TOENAIL TO TRUSS I I DELEGATED TRUSS + OR TO PORCH TOP CHORDS w1 f3J ENGINEERED WOOD I I TRUSS HANDLING, - - 1 EWAINEERING,WHERE - 1/16"APA OR TECO RATED J3Ix3•`TOENAILS, I I ` HDR ASSEMBLY_ _ I APPLICABLE_ I, INSTALLATION AND I ROOF SHEATHING(24116 r � � I I I 1 I I I,. BRACING DETAILS SPAN RATING)(MIN !9132 I' II II II t INSTRUCTION& FOR TILE/SLATE ROOFS)w1 � SHEATH PORCH I I I 11 ti WALL SHEATHING PER DETAIL�� I I I I I I Ix4 SYP'CONTINUOUS �-♦ i I A UNLESS NOTED OTHERWISE 1 I -- 2x8*2 SYP RIDGE. NAIL RIDGE' ENDS TO COMMON -- 6"EDGE.12"FIELD Sd PORCH HDR PER CEILING(IF CALLED A' {RING-SHANK)NAILING ON BRACING w1(Z)O N TO STRUCTURAL FOR ON STRUCTURAL I I ON PLAN !1 TRUSS s ONE END AND TRUSS TOP CHORD OR INTERIOR TONES AND 6' EACH TRUSS. DO NOT PLAN- I I PLAN)wl 318"MIN-.APA !I I I I BLOGaCING AT OPPOSITE END w1 C3] 131x3"TOENAILS JOINSPLk75 MIN VE S I SHEATHING w1 6'EDGE I I 1 I I 1 - ENRAGES T Pl1R CHORD OF TRUSSES BELOW OVERFRAMING I EDGE,6'FIELD 8d OR TECO RATED I I I I I [RING-SHANK)NAILING TRUSSES.EXTEND I I I A MINIMUM SPACING DESIGNATED ON ON END ZONES. ! I {� FIELD 8d NAILING 1 I I I - BRACING + ATTACH TO I I I I TRUSS ENGINEERING,WI f2J 8d NAILS PER INTERSECTING APPLY "EDGE"NAILING TO LOWER - END OF TRUSS RUN OR ! I BLOCK ALL I-_-=- -- _ - I I ATTACH BOTTOM CHORD OF 1! TOP CHORD, LAP SPLICES MIN,(2)TRUSSES yy iSRACED WALLSy SEE PORCH DOST I I UN5UPPOR'TED PANEL t TO IS AD UPPER)ADDITIONAL w I P IATE- FASTEN TRUSS ENGINEERING PER PLAN, I I EDGES wl V x —— —— —- - ————— — - ��3IMBLETOEidAiLS 60 0 mow/ _ 0 — ——— -- 2x6 SYPASI 'RAFTERS *.241 OIC {STAGGER NAILS BETWEEN RP C.' f PLYS w1(7)ROWS DETAILS FOR MAXIMUM 1 ! 2x4 '2 SYP VERTICAL BETWEEN X - - '3 SPF CRIPPLES A 4'O/C PER OF J31x3'°NAILS A 12' p113RACING SPACING I I WOOD FRAME BRACES. ATTACH /(TOP AND BOTTOM 5CHEDULE BELCH ATTACH TO RAFTER ALL•UNDER-EAVES[SOFFIT)TO OIC,STAGGERED- I I EXTERIOR WALL_ CHORD OF TRUSS"X w1 ACE xO VERTICAL 7x BALLOON ATTAOH EACH "X' BRACE TO VERTICAL w1 C3J)31x3'°NAILS. MInL74'°LAP w/MIN_ FRAMED STUDS. __- BE EITHER VINYL SOFFIT INTERIOR LOAD BEARING w1(3J 131x3"NAILS. EXTERIOR STUD - - (12)731x3'°NAILS IN SEE FRAMING CRIPPLE MAX HEIGHT MATERIAL OR DENSBOARD LAP WALL_ SEE FRAMING ,2x4 +7 SYP LATERAL BRACING ru/(3)J31x3"NAILS TO EACH WALL,SEE PLAN FOR 2x4 MATERIAL,RATED t INSTALLED PLAN FOR SIZE�GRADE/ INTERSECTING TRUSS BOTTOM CHORC)AND(2)w2-Ver OR(2) FRAMING PLAN SITE/GRADE/SPACING .2x4 w/IXA BRACE' 9•-10" FOR THE APPLICABLE DESIGN 5PECIES/SPACING H5's TO DROP TOP GABLE END TRUSS. MATCH SPACING OF FOR SIIE/GRADEA 2x4 wA 2x4 'T"BRACE' Il`-2' 1�ORCH GE IL INGS X"BRACING PRES8URE5 FOR THE SPECIFIC SPECIEB/SPACING CRIPPLE w1131x3'NAILS a 4" APPLICATION 3(a" THICK (MIN.)APA- OR TECO-RATED 23137"MIN APA OR TECO PLATFORM FRA[^�ED BALLOON FRAI"1#✓D EXTERIOR STUD - SHEATHING uef 6'16"afC RATED TIG FLOOR DECK MATCH SIZE,GRADE + 6d NAILING BLOCK ALL WALL,SEE w1 6"FIELD I$'EDGE 10d ATTACH� SPF 'T"BRACE LOOIc, p UNSUPPORTED PANEL EDGES FRAMING PLAN NAILING AND APPROVED QUANTITY ALL 2nd �vll FOR SILE/GRADE/ CONSTRUCTION ADHESIVE, FLOOR MULTI-PLY STUD SPEGIE515PACING COLUMNS w1 BLOCKING IN 4°o1c MA9C 1116°APA OR TECO FLOOR SYSTEM AND w/lot -- (3)J3lx3' TOENAILS s CRIPPLE TO TOP RATED SHEATHING FLOOR LEVEL STUD E�F�JJ F RLQ H CEILING' F/F fRrD T"rF I C f--'t L G,4 S L E END DET,4 I L CHORD ' T ENAILSING BELOW, RAFTER (2410 SPAN RATING)w1 COLUMN.UN.O. 6° EDGE t 17°FIELD [3))31x3- TOENAILS A RAFTER TO O/C 8d NAILING UNLESS VALLEY NAILER_ OTHERWISE NOTED ON FRAMING PLAN. BLOCK —35P- 2x•2 SYP SHOE I!? 2x'2 SYP PT SHOE 1g- 2X8 OR f2)2x4 7 5YP VALLEY NAILER ALL UNSUPPORTED FASTEN w/(2)ROWS FASTEN wI(2)S 012 ATTACHED TO ALL INTERSECTING PANEL EDGES OF)31x3'NAILS A !7' CF)31x3"NAILS A 1Z" HORIZ_7x4 -Z OIC,STAGGERER, OIC,STAGGERED.. SPF. TRUSS TOP CHORDS w/(4)J31x3'NAILS_ 4 - BLOCKING , RIBBON NAIL ROOFLOOR NAIL ROOF OR FLOOR w " . _ _ _ � - - -•--- BETWEEN BOARD FOR .s SHEATHING TO TOP - .T SHEATHItaG r0 TOP CHORD ENGINEERED FLOOR WITHIN 2°OF FLOOR CHORD OF TRUSS w1 @d 10d(FLOOR)NAILS is 3" EACH TRUSS WALL AND OF TRUSS w•8d(ROOF)OR - - ROOF TRJSS TOP CHORDS_ . SYSTEM- (ROOF)OR 101{FLOOR) IF CRIPPLE Don NOT BEAR z NOTE: -_ -_ - - - - TRUSS HEEL, ATTACHMENT NAILS A 3"ate- 01� - L _ OP OF 'SHEATHING PPL DIRECTLY ABOVE - - - - T TRUSS TOP CHORD.ADD 7x4 � SPF BLOCKING ?¢ STUCCO EXTERIOR FINISH - - _ D 0 BETWEEN ADJACENT TRUSS TOP CHORDS AND REQUTRE5HORIZONTAL 2p1 2x W2 SYP TOP ;? - ATTACH w/(3)131x3"TOE-NAILS PER END, APPLICATION OF WALL - PLATE_ FASTEN ATTACH CONT_7x4 '2 �I OR VERTICAL PLYS wl(7)F4O1J1S SPF HORIZ TO 7x4 IS/3Z"SHEA-rwl G OF AIx3'NAILS A 12" BLOCKING wl 10d OIG.STAGGERED_ NAILS s 6"O/d + (3) _ = ENGINEERED •I I 2x-2 STP CONTINUOUS ENGINEERED tl� � - - MIN,24" LAP w1 MILL 10d A EACH TRUSS TRUSS(ROOF FROM TOP E OF TRUSS(ROOF FASTEN EXTERIOR WALL (127 13!x3"NAlLB IN HIGH END VERTICAL OR FLOOR) I SHEATHED-WALL TO OR FLOOR), � / 18'C61.4L_ ADD(IJ I I ADJACENT, <1 F [) C Y E RF fRA� I I YG DETAIL SHEATHING.70 SHOE IE, LAP_ TRUSS WEF3 ATTACH EACH RIM OR MUST MATCH OR I I I I BRACE TO TOP O TRUSS END VERTICAL$ + FE wl(4)J3ix3" BLOCKING W/ y BOARD. MAYY BE0 EACH JELIiMINATED EXCEED LENGTH OF - - � S°CSI6 COIL STRAP I PARALLEL_ TRUSS 7x APA OR TECO RAT SPLICE. HORIZ,7x4 I I ATTAGt-f EACH S.I PRESCRIBED "EDGE --EXTERIOR STUD INTERIOR LOAD BEARING SHEATHING(MATCH SITE w/USE OF f3)MSTA18 NAILING"81ZEA5PACING SHEATHED-WALL BRACE TO !I NAILS O WALL.SEE WALL SEE FRAMING OF SHEATHING BELOW) BLOCK TO BLOCK I l 1, FRAMING FLAN PLAN FOR SIZE�aRADE/ ATTACHED TO ALL CENTERED ON EACH EACH M CH ,. FRAMING MEMBERS w/ NAIL TRUSS � :----�, � NAIL 7x BLOGIKING ESOTTOM CHORD FOR SIZE/GRADEI SPEGIESISPAGiNG. TRUSS END VERTICAL_ - --- 11-1 1116"APA OR TECO TO2x CHORD SWEAR WA w,' w1 ENAILx3" SPECIES/SPACING 8d NAILS w1 SAME aleTOENAILS 1. RATED SHEATHING BLOCKING w/ J31x3"NAILS A 3" SPACING OF WALL (2A/0 SPAN RATING)w1 BELOi1L BLOCK ALL 2x4 � STP ` 1� 6"EDGE + IV FIELD I UNSUPPORTED PANEL )31x3'"NAILS'. olc, o/c 8d NAILING UNLESS EDGES 3"OIC BRACES ALONG TRUSSES CITRU S APPPLLIEDTO BICK) I OTHERWISE NOTED E5 - WALL LENGTH_ SIDE OF WEE3_CONNECT TO HIGH ROOF TRUSS HEEL FLOOR TRt,ISS EACH rRu$$WEB WI l7))31x3" <1 FRAMING PLAN_ BLOCK • WALL SHEATHING,SEE NAILS:INSTALL DIAD.BRACES ,. ALL UNSUPPORTED INDEX SHEATHING Imo"TO PROVIDE U14LL SHEATHING,SEE PLAN FOR SIZE APPLIED TO FRONT a EACH END CONT. II PANEL EDGES. z Lu FULL I-CONTACT WITH TOP IE. PLAN FOR SIZE SIDE OF WEB LATERAL BRACE LINES+ A J�L-Y OPTIONAL:GUT SECTIONS (A) Lu 1 2x 12 SYP PT SHOE IE_ 7x -2 SYP PT SHOE IE- '€ F'TAk.70' INTERVALS BETWEEN II ENDS W [� 1135"MA35 it - - - - ,,; LIF WITH 4"BRICK VENEER ���FOUNDATION - SEE FD SHEETS A EXTERIOR FINISH.ADD OPTION I OPTION 3 1 Gt?RRUGA7ED GALv_ TRU55E5 PARALLEL TO TRU55E5 PARALLEL TO BRICK TIES A 24"c/C NAIL ROOF/FLOOR HORL t 16"01a VERT, SHEATHED WALL SHEATHED' WALL BRIG-K TIES MUST BE SHEATHING TO TOP CHORD FASTENED THRU OF TRUSS w/8r;1(ROOF)OR SNTN'G TO WALL 10d (FLOOR)NAILS SPACED - OVERLAP BRACE BRACE GIUS LATERAL STUDS s 6"o% 5Y TRUSS ENGINEER.UANTfTY SPLICES fZ)TIi15SE6, I n n LOCATION DEFINED MIN, CONNECT 70 EACH - -- TRUSS MEMBER WI(2) - - _ )31x3"NAILS -ROOF BRACING- A -2 IF D 2 - STORY WALL SECTION T ,////, - A /AI^1ULTIPLE TRU55E5 24" OIC MAS- S. . t///!/ NOTES THIS DETAIL APPLIES TO r TOENAIL [-IDR TO-KING SHEATAPA HING(MATECO TCH SIZE OF ! f// ///' TRUSSES w1 I••EELS OR VERTICAL TED f NAIL ROOF/FLOOR ��]y! PER SCHEDULE ATTACHED TO A ) ////// // CHORDIOF TRU58 w/8d FRAMING MEMBERS wit 8d /t / T iLl STUD w1 J3ix3"NAILS // / / ° WEBS FROM 6"r0 le" IN HEIGHT. •, NOTE: WIWDOWCS)IDOOR(SJ BELOW / /// CROOF)OR 1001(FLOOR) I TO BE ATTACHED TO NAILS wI SAME ofc ////f// - // //// NAILS A 3 ofd_ NAIL ROOFALOOR SHEATHING TO '.. FRAMING MEMSSERS IN - __- ///f/ //, / TOP CHORD OF TRUSS AND I ACCORDANCE wf - HEADER PER SPACING OF WALL BELOW. /!// f/ /// BLOCK ALL UNSUPPORTED / // /// BLOCKING wf ad(ROOF)DR Imd ° FASTEN FLOOR APPLICABLE - STRUCTURAL PLAN /!//// ////// (FLOOR)NAILS SPACED s 6"old_ I DECKIWG(PER"DI) PANEL EDGES ////� I TO LATERAL BRACE MANUFACTURER'S //////,• ////J INSTRUCTIONS- FASTEN WALL SHEATHING iCIN�, TO i f i i i// ,i i//f/ ROVFULL DERIu I NAIL5.1 C01.1FTON - w/(1)ROW OF Sd NAILS A ENGINEERED TRUSS(ROOF 'I �°THICK(MINS[7410 I M1r � � � 11 I � LLI Yafc AT TOP OF SHTNG HDR TOENAIL OR FLOOR). r;`r i/, ///. . ENGINEERED BLOCKING(MIN.LS" f IN TO TOP IE)AND AT . . . . ' . . ' . . `' . . ' . ' TRUSS(ROOF SPAN INDEX)APA- CONNECTIONS OR TECO-RATED THICK)BETWEEN T-BRACE FASTENED 1 W OR FLOOR). TRUSSES ABOVE 0 LL] Nl > } BOTTOM OF SHTWG(IN TO SHEATHING w/3"o/c SHEAR-WALL TO WEB Wf J3ix3°■6" 1 HDR L HEADER )31x3" 8d NAILING BLOCK $HEARBELOWOIG T-BRACE TO BE I 2x4 PLANK ORIENTED I I lir Z Lu IW L4J SIZE TOENAILS ALL UNSUPPORTED _ _ _ _ - _ SAME SIZE.SPECIES LATERAL BRACES A I 1 I I "] / AND GRADE AS WEB I 24°DAG 70P AND I PANEL EDGES w12x / _ - 2x6 f6) BLOCKING TO BE SRAGED, FLOORBOTTOM- FASTEN TO PROJECT E N G I N E E R !- 2xa '�5YP _ / 1 FLOOR 7RUSs Wl(3) WALL S1aloA7HING SEE NAILER TRUSS @ 10d COMMON MAX 16",IF GREATER 2x8 f81 PLAN FOR SIZE ATTACHED TO ATTACH OR FLOOR)_ I THAN 16"ADD " TRUSS BOTTOM HEADER CRIPPLE CHORD w/)31x3 JACKIKINa STUDS -- STUDS A 16"olc. 2x00 fl0) NAILS ■ 3'olc. TOP IE'S W/Bd TOE NAILS: LATERALv 241,C/C_ ATTACH SHEATHING TO 7x4 DIAGONAL BRACE BRACE LOCATION ON PER FRAMING 2x12 OR { ) ATTACH C0111MON r ATTACH 1 1B"IATC II CHORD TO DIAGONAL BRACE TO 2x BLOCKING:FOR ALL l.yL- --- 3"OId. FLAN - SHEATHING TO BLOCKING TO LOCATION ON TOP RACE LATERAL BRAGS WI - RADIUS TOP f3)10d COMMON NAILS ' WINDOWS wA(2)J31x3' NAILER U11 8d TOP le w/.131x3" WALL SHEATHING,SEE CHORD. AT EACH ENP BRYAN A. MURRAY, P E TOENAILS A 4" ['LAN.FOR SIZE NAILS EACH END_ ( MON°j 3"olds old IN f2J 1 PROFESSIONAL ATTACH 2x 12 SPF - .JACKAKING STUDS 16'MAX- WALL SHEATHING,SEE STAGGERED Q k ENGIN EER FASTEN WALL - WINDOW SILL/MEAD PER FRAMING NOTE= THIS DETAIL APPLIES TO PLAN FOR SIZE ROLUS F F -� F L :LICENSE N❑. SHEATHING w/3' TO JACIK{5J w/(41 qly TRUSSES w/HIGH END HEELS OR _ II EDGE + 12'FIELD 131x3"TOENAILS. VERTICAL WEBS UP TO I0' IN HEIGHT_ 0 64010 a/c 8d NAILING UNLESS NOTED BLOCK ALL OTHERWISE ON -FLOOR BRACING- ` UNSUPPORTED STRUCTURAL PLAW PANEL EDGES w/ OPTION "I OF 15RAC:ING TRUSSES PARALLEL T© l 1 v/0 $ SINGLE TRU55 J. 2x BLOCKING TRU55E5 - __ EXTERIOR WALL PERPINDIGULAR TO OPTION °4 , - 51aEEr SHEATHED WALL OPTION 02 TRUSSES - - - TRUSSES PARALLEL TO PERPINDICULAR TO BRACING,NOTES_- ;a SHEATHED WALL SHEATHED WALL ' ALL BRACING LUMBER SH004 SHALL BE 7x4 CONSTRUCTION GRADE SYP OR BETTER,.UNTO: ,. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE,IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR 'G DETAILS- GARAGE DOOR lU}NDOWADOC�R APPROPRIATE BRACING DETAILS • BRACING LUMBER SHALL INTERSECT TO WE"OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDED ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE DELEGATED TRUSS ENGINEER SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE CONTINUOUS LATERAL BRACE REQUIREMENT_ 11. • REFER TO BGSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION- fZ I1. �i � — IN DETAILS FER ANENT TF�U&5 B�4CINGS � 1LA J- = ,I. .., 6 KIR.[-fl R't"I I p _ IM1*d�l PE'Y YIn�&al i ItffiK3. 1F I EFi+I .,.. _ S .. .: , :- •� M1 k.e." '4 .ty -H,daO w31sAs r ajoo-ij NO c1VN113 blaiN30 DNIdd'd�1S `1'V'NDI1NR N0 N011�7Nh153O 11bm <30 Glad 91It1N P01 flit -- .139 Nacliraw 39 - - 31109v 11n JN OOJ O Ip N W C Im rrru I I 01 SClni9 Noold Nm01Hs CIN0939 ted SIO.CC m - 511 P 13❑ 'S3I99ni�a 3DNb H 1H�JIH �l NmO-iii CINE �74b D fFiiCJN3l NI ,1:1 9 X W31695 -_ - - 3Fi1 mr110� 4,rUI �]NIOvdS 010 NII-i m E J x }�I V-1 ar001�� .SC)g.919D 11b'ti� I I 1 r ■ I �l 1/ �.���� �IZ11811G' �'$%17'`ZI I•aJl'C '13A31 JOD1d ❑ W1�J WJ��Iv 7d ❑313941 - - - - -- - - 7sl NO W7391ar3C373H �Na1cl Nfi1017-3� - (I N33rT1i39 C]3al31N30aiNaD1 l 3l.�19N2 3117 1"b Nl'ONS 811dm ❑ 1, Ot,9 PI II - � 9pti]dNp 1 TV '310N - ❑N 3 S N 3❑I - ;yF�Old"Z NBAO UO21 Op a81H1 lla NO>10019 H:3:3 N I El N 3 I 1 - --_ 'XaW •xaw ON3ix3 7NV'W N3d) 1'dN❑I S S3�❑2i A� •L .L cow Sr10r1NI1N100 3�i3H71 NMN90 911aN•Sxlcr •3l9'9'DI1dd9' d ` k'V d H 1`l W -V N'd 1.ti 8 CLOW G=nNI1N00 _ (1`)_,IW e"'GGMI d0 CINOHD W01109 --- Dl Camti v11p - I ' ]F0019 cVJ.S 7a lyxL.�1 - N33NI❑N3 Log r❑ad "3AI1'RagadlTIr�.ty X1'7'1. 3C l�MJOCI - �I1 COQ Cb' I�1 _177 Op'381111 11a aas zlO y10„L5 v 931V-16vdll aro?Ia.ev, r £d7 Is 47i9w N311113 ry r WO.,9*Sl1aN301-vier m m rn = d ❑ Im ai c1o1 of 991`1811 3l9vv - rn 1 C d < m dd�DYID Wollf7fa FID+dlltl • [A � U) cp ren z ! 1 Cl"1 1 l�l�1 l bre 1 Ii II II II mzMdld a13d a a a 0 al d0i 319nOa 1 , 1`r V, a OWNMI Sr10rmI1NDa I '31'v'1�1 30IH� CON Oa3ZVHl. 117 P >� 2�3Fira'4rfl 9 9 g 9 9 9 L ►3 Wll6'03Waali NDD1.1y9 I I > 1r1N 3AbFi - SI ONE 3.19VIV=il• I I I I I =10 3Dad 901SNI N0 j P Ot ®OZ! I I I I I Il I Lx1 r Nl>0D19 ON'9'19217-TedI I onN 1N00 - - _11y1n 01 C131JWN 9-11VN �I tvt)Im 0c vl9w fzr ! 11V 'ELON I II ssr�rl P� I I I I - dN3 319a�„dol d0a� ❑ 70139 a13Otr'3H -0081 OCI38N .L -1-W..LII l wp*Sg NRAO-JIM ` - - Nei�d �I3d NG l 13d M r l+,, 30 SOr'LLS Dl a1 dOl Nnioc-®1011 N'r100.(3700 s yea.� s s,QI9I4Fid8 _ _ -- VA. ❑ Z z -- %s `l Dd ON3 -_t - a-- 91at`NIW NO fiIa�NIW NO ' ` ?Nlw>:)dr r 1� �- 9631 SI ZI3A3H71Hfl1 C]p3LIH1 111V I-lDt�3 p d 13A31 N0014 WCMA 1Naw3WIPN3 FTT- 813d .L No lOOd C3aSNHl ,& i 11 1 ILkk 1 1 Naj.W z30NVWs l01 `NiW/r2i�-dY131S I I _..._..-- .� f 9Wnld 3D !rte NoQaO mpl a 39f1 - -;6 �1C71 Ol7NI71 "3! dal 01NI7i 1 .11xdW a11R+• O326 wrrallINS sI aV31d110D ZI® 1 01` ON3 NO 150d CINE + l p 1N3A3 3H1 NJ I ° o - NIW.t Nn'C 3 Fip'C3 SI 9I b'Fid$f l3 - - 9NOl1Of1W13NC i , r $wad 132TIVISN1 rini NN U3 -1 I ! Ii IIIIIII-III --III-- I 1 1 3 1311 DIIA'1DfI) C7 `� S# w1 _I =1 1 i 1 =1 I I III III .-I 1 III 1 I 1-I I , �_x ldn NOs�w18 ll Z13e1 C3311a19NI 1=i i f 111 11- AI � - •,UCDd3 1NV'd- i=ii i 1 -111 1 ISI 1 M�i 11 1=fl y. 1 I � � 1 b1`1�C ltilM O C y �!1 CO�1 C V�P!H 1 _177" 1'S�r (31l D11ANDSr) .tae NDs�w,s, i 1 =i =� 1 d i-=111=111= I k 1 =1 1=1� = 111 1 - -a 3oM9 `�� 1 I1= I 1 I 1 1TI=1 ISI I ISI 1 1 1 '� I01 B W� ��d - - - � iV`M1 09 aaNOI11Sae1 39 0i CON `WRl­19V`rl1 NRC1N3d mLJ 5 dd G �� - -� � � / � � �1vr1oal 3A097 ala O,.�' 81D3 �, I��I4 � NOMI p39W3 ---I- -- o , 1nN 1331$N?9NVO-11101 A21 NI W d b NONallsti NO -31t1'1d 3olH� ❑IH1I1oN0W . �r ��IHsdrn 9 9 9 e 9 - �- ZION aa9wa ! 111" 0NIW Ql sawON I I ➢ I I Od'3ZIFi1 11D' gnonNllNOp 11Y =310N 5 F � 1904I C1N'3 1,GOcJ (JN3 �'N1W NO gidt"NIw NO .1191-13$9a4' J.19W3�5b --)NI7V>nvvr �NI7V7ip 4 r -Np1d -Nrpld Nr10O.311 NO ORION 9V NWCI-311 NO 13310N GV NO aTIC33FID9 ldlldn N&A l No 3lna3H0a ldlldn&3d '11bfi1 =10ON3 11viY1 =10 ONS 9 .aH N3111 810!BOWISIp 3`7G13..r W""NIW 11 NOIlD3NN00 a1 Ol ssriN1 NOIID314NOO al Ol 991>A11 1H�173(Nib) _ __ _ __ HO4 3 f Jlb) 4r113w:?6 C]QZI Otr3ZIHl - - ODZI Ob 3ZIFi1 Nai11 NOd 30NWLG10 3re33-VI•I wnWINIw 0I 11'd C.42P9 f11 11b' m..9/s(I) �xxn 8�1®H7tvW a� GJOi in J2HG1v'm ad d01 a Nahg'vrn •d13H� •rl3w N213fn13m.Nu nwi ..3 wino iw � - - 310H cmnOc1 31OH C]NncDN Wow No..r�530Np1510 3oOH wnwlNlw St �rllwpad lly(n,.9 wnwlNlw�111`10�1 "a1 d01 -af dol x x x X„ 181W N W W9"OWI IC 3V IS 6d 431tOcEdnS Lllalol - S9 C131�IOddtMv" L11a1D1 �Il 1`c 319110® „SII 3191`100 - 39 NdD a13H917f11 3ala'nO4 - 39 NyD a13H8ar11 381anC?S 8303Sa13dn9 Nb"ld NO 1+inOH9 3DNy18I0 3*�03 r 1N3w03Q1.13 3�3'4'aIrJ13Z 9I Wr1Wt W 1 1trHl OS O3NOI11SOd ag '. � ,• laNl 09(#3NDI118Chd 39 01117 01 CON 3HIRM 13315 r 01 C1oww 3Hxsvm`1331$ INC x'IYW X 4 W 33215.ria. 011 O3NIC3 11 G 9117HliVY � NI '� ❑311016.. ,j X C 3AO9a '� r3311D19. E f SA09a ZI3H9ar11.a13ON33. ❑WCel �3HSyfN,�13ON3d, S;NOILO3JV❑ r 6N�1Df4�11S N RA0G7 8[la 9..f( aOd 3AD9r Nir 0.3' S0=1 - - NOIlp'A313 SWIS 1rIN 13315 N09alaD-4101 -. - 1nN 13319 N09afaO'fV1f7l 9a13a�r>AO'9'drlNpwWV I SIW'a10DDb NI 0311yL8N 39 Ol Sl'4i0i31'bW I S1J'yd lld "S Z awl 3Hl LdO d 0381nSa3w SI l'N3w039w3 - --_- _ � - TUW 3H1��y SN011Tr'�9l�InO zr01�31N1 ly.Lldd'p 1tJN S3oC1 30NplSiC1 30p3"NIW "r y� ® �pO CI - RI1 COZl C173�Hi -1-17 I*�lbr J 8193H1 dO4 3Hl 017lf[I n0 a0 9M'NOIlvONnOd 21-11=10 3Dy 4 R3MHL_ 39 Ok013WI❑ 30d18O R003 -5 dN71 SWOONP allyl N33ML39 IDNIDadS .8wnwiNlw 21a11r)038 SNTOd-C]1ON.3131`100. -C y���1��/�/ �/I "own I� r *'••� 1 1 Y ���� SN(01173NT�CiD"ONnJV'*�I O ^Dl• 1C?J.Lx[7d3 y 18{p'd•Omi 311 011Aa19y lb NO9dW1S 39n 'I l 1 . r1y �- 1- lwyad. IL.Ip"tl� -31171c1 3pH� AaN�rW❑1 6Np^Ja[p'1.1`.e [■ V17I�1W49F1 1`s NI3Fi$vm 9 9 9 9 9 9 %awvwd 01 9rf13111vo 909.GI`1"■.1`11•r1`r) i1 rya ► 1nN EJAVIH CD »- 11pA71 r?l O,an rv3L11.4>a O.rr1 1`C) alp `d 7 ;R „'pill 91 9NC72d'P'L..1`/l•C x 0.t•II(8) AaN+K SV W (D 01 ISOON I I I I I I I esrell of s[16.e■+.1`11(old 'Soft () *� GnonNAINOO _ I'il 9•t+rr1A Ol w3u1 s N3111 1`n'r x+.rll(r) rQ C { � 14d ls� 11b -2110" 99rarl os.res!max OSI Pml re) '991 '91H ?lWS1F1 A N1IC>0-311 3H1 NID x !'� - 031divus s'9'C1N7 � TJ1WOpds3.r•wW Im+• _ •SSrWL 01 SN3�NI8 P9l f�U ` 5 � Ilam OL 6NO3dy"1.1`n-[ 0.r1I yea AaIN'J9'pW-019-I C` ,S 31 ay3 3D 3dIa ` 4O'ad8»Vl-r�310N - 1 H?a3❑3a11r1C]3al • - ,_ SN01103NN00 _ ••�r11!•1!x P�®lr�(CP 7 91V13rtrt -r 31b'1cl Npld 339 .L ..1`15(V P®11`91) El•5H'Zi0h1 _ •N°4d1..TaIH PO cel} - ®Lp'13w rey S 1115 1aN0I1iCICfv' '4 Npld 336 ,.51 1`.6(C) 909-WE x*Z,,{rrC)WC NJOHki S-NRX7a 1p1C)l.CII'k x PB(C1) rdll Q t_- --�_ `---� 'Nnr'k�NRIOCI.311 - --- ------- ---- -._- - - _. -_ __ p9l(SC) C[aHpdH A NO❑2110" N71ci 33S A 0.1 IleaaHH 3141`119 9fJIDad$ "D W-W 3219 •Vj-Q Cell.(C) 805 A x 0.,Wr00 xC waH 31Hn oa --. - - -- - - �Ia •1`!!-I"P�1 1`A) 9-'9•'rHd9 .b NO(WOWIN-9) _... Nvial 338 --a #.OIL SOS A x 0.-;((00) ODOM 31.OMS_ GNT7.'P®11�B3,or'1�fyN.��p'�,1� 161.1 . I i r ry v ar+Dy 15i?d ON3 "i50d CN3 1,I.til E .vl-Ey •e ..QfL rtr 9<39-C+•.W r�1J xE eaHd 3ler0Cj lrrlpl 1` 11` r ®9' -� 9167 I , 17101 991!sr) 9VL6W r 1 FI .Exp. - d � ,1`1. •E .Cr•€ .8 0.91E SaS (8J , . ;i0 3[118 HOVE "9 I � Nlw ZIC) IdL•N1W zl0 cn I 1 A I 9oHd 3 FJr9S _i3NWIDO HOp3 .119wnssIv 119W3�a t+ Npld 334 I ;i0 3[718 Hay3 "'V .u[_4 0.8151`C) 9.@7},14 P91(z5)mr La llH amrloa 1plOL P9[lCrJ LELSW - lylol Pel f51) rCpL9w MQ�38 C131311N3C11 �133NION3 •srr101-log JNI]V71Odr �Nj7V>0V1r .91.rIE•lW101 l�Ov QIVLSw Al..51 .tr1.5 0.819 019 P91(tiEJ LCL1H 3l]N9 9'9 93l'9'001 39 01 .,51 $11-5 0„9e4 rlJ P91(91)xC 9111H W30WI .91.r15-I 103f Odd 3Hl 10 NOISSINdId t,.a1a,.J 9aoa �33ss .ol•s ,.r�+4 rcJ P9l raJ r 4111H 1s�rlrir� id1oL r®1�- clys9w N3'iildM SSI dcfX3 IH11f10H11M - '� L9c>bal r. vi(M)'99na1 0l..ul-1 x P01(0J z191•'69V1'911`1 - _ -11VM �O ON3 1bm dp ON3 .9 I.1`I€-1 .til .✓1`11-8 0.815 991(g1) 91L1H 31':"19 (S)1Q3f Odd dO(S)AdOPA LS( 1 r a Ql swawcs P911`+u CL�JI Fipb'3 f Zllb'J Hpb'3 (N1'd) .r■.011-€ .zI .011.5 0.915.(C) P®1 fCC)xC 1*11.1 319f10a '88mL Ol SZ137Fg9 P91 1`911 d3H1O�103 C]35f1 381dN AWA (ION CIV13SHl - OCA! OvIaNlil .9/,yrs l .cl ' .rn'46 +.e14 PI(0) ICU 910119 ZyloL.vj-1 x P1H `S1NMAf )C)❑ (131`dIOOSS d 11b �„ Il tl) - 1111 �,.�JI f l) - - - - - - .CII'1 x���I rKJ laslw �JOAINV'1N3Wf1Q0❑SIH1 WQ?13❑3111?J3Q NQ11'dW�IQ3'NI .91.r15•I .cI , .>II-r ry37+.cn HO1r21.P"(0" E�zlll ' .9 I.rie l .el .rJ1 5 *.814 P9l(cp 9� 'rr•nay ONE aid,13 W x Q(5J 9rr - - - - - - - - - - - - - - aN3 ai3d Pe(r) GH 'N ldlld (1311113aNvl4Sla <339W3 a39W3 IH11�135n 311ISf ox3 3703>Cvw"w NAW MW ("3V 97 91 ornir i da-urN miwnaNm CNB aid P8r57 So-1 3HJ Jd 3Q11�2J3S SiCI3aNIQN3 INC xb•w ..t xdw UK Wi6p OL£m3tfJ616lIyN I32iar11oaIVH "ENO19" - d"is+�311 0111? alelal31x3 alolx1211w dQ 1N]Wnd1Slu1 Nd NoIOaNNoO �t"1❑ Ei�S SI 'S1MMDO❑ C]3iVI30SSV .L SN0GV W/N0I i VC3Nno=i ®1 DNf WVZS=1 N010�]NNO::) DNI WV'�!!=1 HlIM QNQTd'1N3M30(1 SIHl - - . . _ r..: ., ..r _ .l r 1`.t .. -.� .. ....x ... c.. .c ,. .. := .:S'r� der �F, .L f 4,f.'E .�, 7x"!II!*ts1*�H � .. ....,.. _ _ .. .,�.. . . .�., .. ..._.,., � -'. .� '.' __ .e _... . -- _- -..--