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885 Sailfish Dr I � r pp 9 I � i i � I I � I I I I I I I I I li • I w cc i II J I a o 6 N III d �• ADDITIONAL NOTES ON REINFORCED CONCRETE ' MASONRY t EXTERIOR WALLS AND STRAPPING: I I 54 o I 1. EXTERIOR WALLS SHOWN AS • • INDICATE 8 " X 8" X I 16" REINFORCED CONCRETE MASONRY WALLS. REINFORCEMENT SHALL BE # STEEL REBAR O O.C.JOINT o VERTICALLY ( MAX.) AND #9 GAGE S EL l T �r REINFORCEMENT ON 16" O.C. ORIZ cc i co I (MAX.)( HORIZONTAL Y. 2. ROOF RAFTS THE UNDERSIGNED(LE.ENGINEER)HAS NO KNOWLEDGE OF ANY SUBSURFACE a C\2 w RS SHALL BE - TRAP PED TO TOP PLAT °°-u� II; � � OF BEARING SOIL CONDITION REPORT,THUS,ALL FOOTINGS ARE DESIGNED AS SHALLOW A n n --� z WALLS SAS SHOWN ON SCHEDULE � ULE A ON SHEET #S . •STRAPPING FOOTINGS BEARING ON SOH.THAT POSSESSES A NIAXIl4IUM BEARING PRESSURE di 3 WILL BE ADEQUATE TO RESIST SHEAR OF 2000 PSF . IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER C/)U2 FORCES ACTING THROUGH SOIL REPORT OR SOIL =REMOVAL , MN ENGINEER OR S 1 M U LTAN E O U S LY WITH UPLIFT FORCES. UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE F001II4G DESIGN REVISIONS (LE.MAT FOUNDATION OR PILE FOUNDATION)MAY HAVE VD BE IMPLEMENTED z -C4PRIOR TO COMMENCING WITH FOOTINGS WORK rSIK byA�� ZCTAIL" - W 5HI C 7 co CW)1c 20 CHS MoNO(11111C SU'tg/ F-L-� �+ Z S&ORDw �• r 1440 too P 40 1 ' z 11JJ ( P)• �'O �' ►li dot t►- " N I a b� 0 � Z i M - c. s m i 1 L+j � Zv W 5 N dp Lit I �„ 0 do AA .0 I � I N � t � <C. I II \ o CON w-m FooTiN&s PL14N Ilz1!-o " MU QLk• WALLS CAN /�NC�NEEt; Rood _ X08 NUMBER TRUSSES Lookyoor IIV ii o.. I I SHEET NUMBER I S- 1OF3 I it I _ , I I I I L I I pI I I , I C I I I I I L I lig I { N PLANS „ I FASTENING SCHEDULE V UNLESS NOTED OTHERWISE O ON ( ) 1 G 9 �.YWDOD BREATHING 2 P' I �� X 124 O.C.R E NG-WOOD TRUSSESI I. CONNECTION FASTENER NUMBER OR SPACING 4 I( , BAND JOIST TO SILL OR TOP PLATE, TOE NAIL 8d 6" O.C. � •• � I f to I II qq� ���aP III1•i�i vlfr II HURRICANE CLIPS AT EACH & h f JOIST TO BAND JOIST, FACE NAIL 16d COMMON 3 END OF THE TOES WE 3 & II"IIt11 �: JOIST TO SILL OR GIRDER, TOE NAIL 8d COMMON 3 II SCHEDULE A OF SHEET B- I BRIOGiNG TO JOIST, TOE NAIL EACH END 8d COMMON 2 I r. t LEDGER STRIP 16d COMMON 3 AT EACH JOINT �a I y. �",r" ; '€ I; I �+ J•�� i 1" x 6" OR LESS SUBFLOOR TO EACH JOIST, FACE NAIL 8d COMMON 2 k k F T ""OVER 1 x 6SUBFLOOR TO EACH JOIN , ACE NAIL 8d COMMA 3 � � ! �'F 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 16d COMMON 2 s fl 2x4 BLOCKING i€ SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d COMMON 16" O.C. 4 2X4, RETURN I L I L II� I TOP OR SOLE PLATE TO STUD, ENO NAIL 16d COMMON 2 PLATE ELEV. PER It I I Ior STUD TO SOLE PLATE, TOE NAIL Bd COMMON 4 I I ... GALV. METAL E AVEce tOd COMMON 24 O.C. DOUBLED STUDS FACE NAILLASHINGON ix2 P.T.Pt . Q I. zl DOUBLED TOP PLATES, FACE NAIL 10d COMMON 16" O.C. NAILER tcn' -� oZ - i . a . F - 2 iEid OR 3 10d COMMON T ACE NAIL O O 8 XB X16 GMII hCll TOP PLATES, LAP AND INTERSECTIONS I OD RE NFOID W/ l UB-OCK 1 ' J16 D.C.0.C ALONG EDGE 2X4SUBFASOIA p �i' CONTINUOUS HEADER, TWO PIECES t6d COMMON AS SR011� FULLY �I 8d COMMON 3 FILL BLOCK W/ C©NGRETE MDFB. IX8 FASCIA G JOISTS TO PLATE. TOE NAIL _ 11 TOE NAIL Sd COMMON CONTINUOUS HEADER TO STUD, 2x4 SOFFIT FRAMING I � (3) 1Ed OR4 1Od COMMON JOISTS, LAP OVER PARTITIONS, FACE NAIL 8'x8' PRECAST LINTEL W/ € 2 I i lr CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL - (3) tlid OR (4) lOd COMMON MIS STEEL RODS FILLED 3/8 PLYWOOD SOFFIT I t r r Il{ V Vow i I I PSI RAFTERTO PLATE TOE NAIL Sd COMMON 3 SOLID W/ 3rDf�fD I ITiii I f. i .� I fi"f 4 T%?PIC*L 5ECTION CMTS II Vii, t" BRACE TO EACH STUD AND PLATE, FACE NAIL 8d COMMON 2 ��� I W CQ I : 1" x LESS SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 2 E� 8" � C'7 C'O OVER 1" x 8•' SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 3 — 112 C,�X PL��OR� NA�I�Gy � a C�I .I t6d COMMON 24" O.C.BUILT-UP CORNER STUDS ONTO PRE.�/�tG•tA1001� H w i , h €. I ROOF TRUSSES �'_s�,' . . — BUILT-UP GIRDERS AND BEAMS, OF THREE MEMBERS 20d COMMON 32" G.C. AT TOP ANDCO STAGGEREDSEE SCI-IEDULE A OF -- _ l I BOTTOM AND n 2 ENDS AND AT EACH SPLICE. 2+0.C. SREET Nc�•2 FOR �� z I I 2" PLANKS 16d COMMON 2 EACH BEARING 'f BUSS STRAPPIWG �J I Cf) STUDS TQ SOLE PLATE. END NAIL 16d COMMON 2 liH ENO 2x4 BLOCKING t 2x4 RETURN WOOD STRUCTURAL PANEL SUBFLOORINC I 1 { 16d COMMON. ANNULAR OR 6" O.C. EDGES AND r 15/32", 1/2", AND 7/16" gg � O � i 1 r . 1 SPIRAL THREAD 12` U.C. INTERMEDIATE z ,f I I I I { 4 I 19/32", AND 3/4" ed COMMON OR Bd COMMON 6" O.C. EDGES AND w E"'a „ 4M OR SPIRAL THREAD 12" O.C. INTERMEDIATE - .�, Co h c ALUMINUM SAVE DRIP W O 10d COMMON OR 6" O.C. EDGES AND ,, a . '= 1", AND 1-1/8' 8d ANNULAR OR SPIRAL THREAD - 6" O.C. INTERMEDIATE w a 15/32 1/2AND 7/16' 16 Ga. GALVANIZED MARE STAPLES, 3/8" 4" O.C. EDGES AND _ MDF.B. 1X2 NAILER z F—� W MINIMUM CROWN t-5/8" LENGTH 7" Q.C. INTERMEDIATE �sy V 2x4 SUB FASCIA IA O 19/32", AND 5/8" 16 Ga. GALVANIZED HARE STAPLES, 3/8" 2-1�'2" O.C. EDGES AND � ti � LENGTH a" F . bc8 FASCIA NG INTERMEDIATE E D.C.O,C. INTE EO ATE MIDI 1-5/8' L MINIMUM CRO I i I { CO E­ WOOD STRUCTURAL PANEL ROOF & WALL SHEATHING AND DEAD BOARD SIT r"� W PARTICLEBOARD WALL SHEATHING M _ z IT FRAMING " 2x4 SOFFIT FRAM 6` D.C.O,C. EDGE D I WA - 1/2- OR LESS 16d COMMON (WALL) H i. , 8d COMMON (ROOF) 12 O.C. INTERMEDIATE 19/32" OR GREATER 8d COMMON 6` O.C. EDGES AND 20 CONT. SCREENED VENT / z z p, I 12" O.C. INTERMEDIATE ` "SIMPSON" FAQEMOUNT HANGERS SCHEDULE: w O I w 15/16" - 1/2" 16 Ga. GALVANIZED MARE STAPLES, 3/8" 4" O.C. EDGES AND 1 V2 CROW CRO MIN. CROWN. LENGTH OF 1" PLUS 8" O.C. INTERMEDIATE 1-SINGLE 2X8, 2X10, 2X12 JOISTS, USE LUS28 WOOD STRUCTURAL PANEL OR PARTICLEBOARD THICKNESS " STtK,,C-�O FINISµ OVER 2-DOUBLE 2X8, 2X10, 2X12 BEAMS, USE LUS28-2 16 Go. GALVANIZED WIRE STAPLES. 3/11~ 2" O.C. EDGES AND CMU BLOCK WALL 19/32" - 3/4" _ 3-TRIPLE 2X8, 2X10, 2X12 BEAMS, USE LUS28-3 I MIN. CROWN. LENGTH OF 1" PLUS 5' O,C. INTERMEDIATE 4-DOUBLE PLY 117/8" LVL BEAMS, USE HGUS410 WOOD STRUCTURAL TURA PANEL OR U L PARTICLEBOARD THICKNESS „ 7° 414 V EA GU 5-DOUBLE PLY 14 AND 16 LLB MS USE H S FIBERBOARD SHEATHING'' REGULAR 6d COMMON NAIL OR 11 Ga, 6` O.C. AT EDGES, 12" Q.C. - - 6-THREE PLY 117/8" LVL BEAMS, USE HGUS5.5/10 AR I 2 € GALV. ROOFING NAIL 1-1/2" LONG AT G1HER BEARING AREAS » 16" .LVL 7-THREE PLY 14 AND 16 .LVL BEAMS USE HGUS5.5/14 . T , WITH 7/16 HEAD * 48 OAC. CTT i S I I VERT GAL ROD - LVL BEAMS USE HGUS7.25/14 LY 14 16 3` EDGES 6" O.C. 8 FOU R P AND , AI 11 Go C.C.C C , 8d COMMON NAIL OR 1 2" STRUCTURAL - I GALV. ROOFING NAIL 1-1/2" LONG AT OTHER BEARING AREAS + WITH 7/16" HEAD i 25/ 32 " STRUCTURAL 8d COMMON NAIL OR 11 Ga. 3" U.C. AT EDGES. 6' Q.C. Simpson Model No. Number and Type of fasteners GALV. ROOFING NAIL 1-3/4LONG AT OTHER BEARING AREAS , , WITH 7/16" HEAD i TA 6 10d LS3 (26 GYPSUM SHEATHING � I VANIZED 4' O.C. AT EDGES , I i 1/2' 11 go. 1-1/2GA L 11%GAGE HORIZONTAL JOINT �r► 7/16" HEAD 8" D.C. AT OTHER BEARINGS 11 go. 1-3/4' GALVANIZED 4' O.C. AT EDGES N F EINF. I&' O.C. ALONG WALL NEI LSTA24 (18) 10d 7/16" HEAD 8" O.C. AT OTHER BEARINGS d _Tego LU28 8 10d to Header a �[ GYPSUM WALLBOARD 51.a� ( � �1 1/2" 1-3/8" DRYWALL NAIL' 7` O.C. ON CEILINGS FINISHED SLAB 8' Q.C. ON WALLS ( 6} 10dx1 '/s" to joist 7 , I 1- 2" DRYWALL NAIL 8D.C. ON CEILINGS 5 " 1 I / 8' 1).C. ON WALLS HU210 (8) 16d to Header PARTICLEBOARD SIDING _ (4) 10dx1 '/:" to joist 1/2' TUCGO WASH 8d 3/4 • H2.3A 4 O 8d to rafter I I (4) 8d to top plates LIJ I BARS I I \ \ \ . 0 MSTAM36 13 10d to wood I ,� , „ then screws 0 m ._ (8) 1/4 diem. X 2 / t(o" I „ -2 SPH (10) 10DX1 '/z to stud -f`( C ftl_ W f l S ll- 5UT101r CUTJOB NUMBER � I TC24 (4) 10d to Rafter ( NTS) (4) 10d to Top plates SHEET NUMBER All nails shall common nails U.N.O. --2 be co OF 3 I , na S I • I I � : I I I I I i _ N N Desion C z __.. SCHEDULE C *## - » » RECOMMENDED STUDAND- SCHEDULE 1. Live C H D U L E A WALLE E HEIGHT STUD SIZE SPACING Roof...... 20NIt Ft. 8'-D � V_ 2:4 ROOF' TRUSSES "STRAPPING SCHEDULE r OR BUILDINGS 2.Wind Loads to,-0.1HRu t4'-o• 2r� te' Three Second Gust,,Wind Velocity Per FBC-2007 w/2009 Supplement.........120 t Mph, I (Importance factor)=1.0,Wind Exposure"C", Category"II" Building WITH MAINLY EXTERIOR CONCRETE MASONARY BEARING WALLS THRU 18'-8' 2z8 18 CCPi= + Or-0.18 Enclosed Building) _ l ) O ( 9) RE ENGINEERED OR CONVENTIONAL FRAMING) RAMING IV-0' TFIRU 22'-0' 2x8 12" 2xto 12 3. Components&Cladding Design Pressures *** : * TRUSS No. UPLIFT TRUSS TO TOP **# THE PLATE HEIGHT RE PRESENTS THE VERTICAL Roof: a=3 ft. I THE sTuo OR DE IGNATION lbs LENGTH of SUPPORT LEVO 11 ViHmz.UPTED SPAN SK G Zone Effective Wind Areas .ft. Pressure sD J E OF TRAM RNN (p ABL II I s CE CAP C ( C1 ) S HORIZ. CONIINOUS BRA LATERAL LOADS TO SHEAR WALLS DOES EXIST, 1 10 21.6 -34.37 MEN THE SCHEDULE SHOWN ABOVE DOES NOT APPLY. 1 20 19.7 -33.35 Ai 1 5o 17.3 -32.2 G �i3 "SiMeSON" �'-IP 4�5 15.2 -31.2 141E I 1 10o N Tb QjtF'it�-R.fTnu I jA 2 10 21.6 -72.65 1,H1'TE w! C 4�8� CoNNotl I 19.7 -65.83 P 2 20 AILS. 2 5o 17.3 -57.0 N j 2 100 15.2 -50.32 I - - 3 10 21.6 -72.65 G L2 N : ) 3 s�M soty t1.� �s A' / Q RAL S1RUC�Mi�t. N4----- 3 20 19.7 -65.83 J� � �•-. _I�� P ON ALL' t IN AIL E.A- K 51 M _ N � TtORK BE 17.3 57.0 1) O d THE INTEtNT OF THE ENGINEER TtMT 1tI8 OWN f J K OF 3 50 } �NTS OF THE A�CONtRACT SHALL DO THE1t WORK IN CONFORMANCE 3 100 15.2 -50.32 WITH ALL APPLICABLE CODES AND REGULATIONS. I sMAu VERIFY ALL AND OWNS" AT THE doe SITE PRIOR Roof Overhang: a=3 ft. 2)T��WORK. Zone Effective Wind Area(sq.ft.) Pressure(psf) THE WORK ALL MSERtS. ANCHORS. 2 10 -70.0 INTO (3 BUKoMAY �t QQ� ANO ,y� V LOCATE T SUPPLY. PITCHES AS J) CONTRACTOR SHALL ANGLES. PLATES. OPENINGS. . MANGERS, SLABS SNO1M ON THE ORAWIKS BY ATTACHED DRAWINGS AND TO ACCOIMNDDATE 1 ALL WOW FRAMIIO SHALL BE'SYP 2 AND INSTALLED PER MTC AND TPI AND NA1101ML 2 20 -70.0 BE REQUIRED f 2 100 -70.0 DESIGN SPECtflG►TIONS FOR WOOD G�• OF THE ENGINEER ANO MAY NOT BE USED OR 3 10 -117.74 THE PROPERLY VALUES: NTS ARE OESKiN DOCUME MIN. 4 THESE THE ENCtNELR THE FOLLOINRIG j )REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF 2) ALL STRUCTURAL WOOD MEbIBERS StiN.l NuvE 3 20 -82.44 pETAllS AND SECTIONS SHOWN ON THE DRAWINGS ARE BNTEtIDED IN THE WORK BE MM AND 51►rRN LUMBER S ALL ELSEWttERE FbW: 2,500 R 3 100 -73.22 ANY SM ILAR SrrUA N 1120 PSI TO APPLY TO Fb 285 PSI I BE CONSTRUED fv SHALL EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN fv E N 1,900.000 PSI I Fc1 585 PSI Walls : a-3 ft. i itONS WERE DESIGNED . MA IS NOT A1k1I11I FOUt10A 1.455 PSI BNFORIN Fe Pressure Ps f)SOIL CONBEION pIFFERING Zone Effective Wind Area(sq.ft.) P ( p f) B SUB SHALL REPORT � ) . CONTRACTOR t 800 000 PSI BEARING CAPACITY. E OSB OR BETTER. FORA 2000 P9SKPRIOR TO COMMENCMG WORK. WALL SHEATHING SINLL BE T/1e' SAL STRAi� BOARDS ( ) 4 10.0 37.6 -40.8 TO � CONDITIONS J ROOF NGS _ I PROCEDURE AND SPAN RATED AS SHOWN ON THE DRAWN 7) R IS THE CONTRACtOR'S SOLE RE$POHSIBIJtY TO D PARTS DtNI11G 4 20.0 35.82 39.0 THE BUILDING TO WEAK OR NN CONTACTED Wrtt1 MASONRY. CONCRETE 4 50.0 33.64 -36.83 EXIST-gx 9 NI f?~ URE THE SAFETY Of MEMBERS EXPOSED SEQUENCE i0 INS 4) ALL 11" ERECTION. OR SOK SHALL BE PRESM-TREATED• 4 100.0 31.9 -35.1 a M I^�•� w f�f t CONSTRUCTION NOTES: AOR SHALL PROVIDE ALL FASTEI" Dr4ES NECESSARY MND SUITED EAgt 5 10.0 37.6 -50.32 8I SHALL BE HOT-DIPPED GALVANIZED TO ASTM CT TO MWM 35.82 -47.0 20. TION. FASTENING SUBJECT 5 0 cam: APPLICATION. SIWl lNVE A MM. OF 3000 PSI A-153-60. 5 50.0 33.64 -42.49 GRADE 110N5 BARB ON ) EXCEPT A.LS.0 SPECSICA PL f:oINCREiE 1) ALL CAST M PLACE ATCa�. it/Adi OM armor w►T O[ oa.otau•Tco w/t�oo .a) ALL METAL CONNECTIONS AND FABRICATKINS.Stall COMPLY WITH '^"OOCWE �NGTM THE suRfXTAI SOS,OR UPON SUBJECT TO M015111RE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80 5 100.0 31.9 -39.0 _ I AND UPON we FASIENINC N SOK oRGAlac building surfaces 3 Z DISTURBED Nt n in t1swNTNN and away from the bu ld ! 2) � COMPACTED T DENSITY of AT LEAST 95K of STANOAtm PROCTOR WucMNJM Pius and minus signs di¢i�s NLsM1A6 Y - OF AT LEAST ONE TOOT (1 t4) BELOR AHE BOTTOM Of THE FO0ITNO. 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. i S7 FOR A DEPTH _ _ C� DS ASTM ) 2 DRY DENSITY ( THE FABRICATION OF STUD WALLS MAY BE SPF + A TERAK: THE F007MOS SHOULD BEAR IN EITHER THE LV3TING THE BEARNNGA•� e) GpADE'OF LUMBER TO BE USED FOR eLoelex.G RED D. n ARING M AL FILL TRIGGERS 3 BE STRUCTURAL aeTwfEN OU ACTED PROPER ION. %110N. OR IN COMP M FIEO INSTEAD OF SYP 2 REQUIRED THE 0111 1 4 OUTRIGGER WILL RE TO 967i OF BLOCKING O SHEATHING JOINT 'Lx IAaGN EQUAL 2X4 BLOCK N E ES N t _ EXN M T DENSITIES HURRICANE CLIP N 2.5 T AC ON SHOULD � T. 4 SCAB FROM TOP .0 R COMP TI as O.C. 0011 2x -\ AFTE L END $ F "AB E LEVEL SOLS. a FROM v OR A a as O.C.EQU LIliaci3�� I D S _ TT ORD TO SERVE AS NAILER TM ) BOTTOM CH TY' AS 1 Y DENSITY HANGER oc TOR MAXIMUM DR ( U 2 PR r SWILL ASTM A-615 GRADE 60 STEEL CONFORMIK+ TO ACI 3111, 7/16 STRUCTURAL ROOF SHEATHING 2x4 BARGE RAFTER DONT. FOR X-BRACING O 8 O.C. PEEL PROVIDE CLIP FOR 400 An. ^�`S Qx t 4 REI�ORCING S PRACTICE. LATEST EomoNs - P ACI 318 AND Ca MANIMI OF STANDARD w ACT 315. SHINGLE STRIP OF LATERAL SHEAR wI BOTTOM MORD OF COMMONQ ITICAL AND HORIZONTAL RENNFORCNo STENS IN MM= SwU� I i TRUSSES g 24" D.C. I BOTTOM CHORD OF GABLE • FASCIA. END RUSS 15A `s v COCONTINIOUS UNLESS , I S ALL GREATER 2d NAILS O 8' O.C. ) 4 1tANCtIEVER I Rs OR 2 . ► t MIN. OF 36 BAR owMETE f SPLICED.A ►1.1� 16 �M - I •'� 2x4 X-BRACING - \� - �i" �•'/i''� THERIMSE NOTED. �-?OP CHORD OF GABLE END (3) 1?.d NAILS I O O 8'-0. O.0 ti L� 1110 I SHALL � 3 ;A, MIN, FOR RIEINfORCEMENT. TRUSS DROP 3-i/2 \ DOUBLE TOP PLATE r 4 !tet _ N FOR FOOTINGS I a F.w COVER �.- E t � � Bx I 6 THE 1pN. CONCRET I FOOTINGS (TO MAIN REIWORCEMENT)•............. CENTERED I 2*A.0.--- 1'U�i�( I�O�pO-/C��1� 1� SLAB ON GRADE......................................................3 � 2x4 SCAB CONT. TOP TO I � MAX. ~• K p a V4 a"(' (6V � t� W I't LL CORNERS BOTTOM CHORD 6 8 ft OPENW/, ` _ ND _ 7) HORIZONTAL BEAM AND FOOTING BARS T 1 0 AROUND FROM SABLE V�1 1�S N1 ;9s9 - LAP SHALL WITH 2' 0' �n BARS C d , i CORNER COIL 2x4 SCAB FROM TOP TO 2x4 LNG O � O.C. BETWEEN ll�t 1:r BLOCK TO SUPPORT CHORD O X-BRACINGGABLE BOTTOM TRFIRST EN USS !; ETC. Io CtlAIIS, ROISTERS. i 6) CONTRACTOR SINLL PROVIDE sPACERS. � (PROVIDE ADDITIONAL 2x4's AT ��9M6Ai'I' �. V REWfORCiNG STEEL SUPPORT ITEMS WHICH BEAR ON EXP06ED CONCREtE A� SHALL ENDS WHISH STEEL 2x4 SCAB IF VERT- ( VERTICAL IF HIGHER THAN 4s' COMMON TRUSS TIPPED OR STNtKESS WEB IS NOT PRESENT TO FORM AN "L" SHAPE) t CONT. 2x4x8'�f2 SYP. LATERAL .r DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRAM:TICE FORS BRACE .Zyro.c. - DET � { , INFORCINC . RE UiA ESS 3 12d NAILS TAP TOM CHORD OF BOTTOM 0. 9 ( W EDRION. c � Si01METRIC VIE I ) RUCTURES ACI SAS LATEST � ST _ � GABLE c (3} 12d NAILS RCED CONCRETE AT RACING TRUSS NNC R EMIFO B bABL.. END DETAILING WINGS. StNOVIIB4G LJ►TERAL BtRACE TO I THE STRUCTutW. OM s OTHERWISE ON G : ABLE Ttt1.ISS I Eta I WITtI 'THE BUKOwG CODE REOU�ENTS - 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE I (2)-2x4 TOP PLATE RETE" AG Jt8 LATEST Ep1iK>rl, AND •SPECII1CATIONS FOR STRUC1URAl CONCRETE TOR CONS ONT. 2x4x8' ,}2 i 16" O.C. _ ! FOR BUILDINGS" ACI 301. NOTE N LATERAL BRACE �Z� O.C. 2x4 STUDS O UNBRAi�ED LENGTH Of X-BRACING MAY ^CTA Q �� „�C�oY NOT OCEEO 10 ft. IF LENGT DOES 2x4 BLOCKING O.C. i .1J V i`I 1 ,®I�( 1 MAS EXCEED EXCEED 10 ft., .ADDITIONAL SCAB IS REO'D. BETWEEN GABLE Qc FIRST TRUSS V�`'S 1� �jJYG� 6 LOAD-BEARING CONCRETE _f HOLLOW CLIP O 48" O.C.. CLIP MUST 75 ._ C90 a A IN 400 lbs OF SHEAR. BE ASTM PROVIDE M UNITS SHALL STRENGTH � C!•+. 1 CONCRETE MASONRY MIN. C01"ESSNE S (/l �L MAL WEIGHT. WITH - NOR F N t. � � r✓ MASON" UNITS. TYPE 1, , (�NGHap�G PSI PLATFORM FRAMING H M tsoo ) CN. t T. . I of 200o PST ( (!M s MORTAR SHALL CONFORM TO ASTM 0270 AND BE OF TYPE M OR S GABLE END 2 s ) P BE GALWANIZED TRuss-TYPE rrR1N I. swlu � REtNFDRca+E►NT . oc.. , HORIZONTALdaNTs 1s ;n ! 3)6 in, LAPA SPLICES MND PLACED AT EVERY OTHER BLOCK COURSE. TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING . 'fid of 1��W ski SCHEDULE FOR WOOD STRUCTURAL PANELS W � Cel I+rVC Z`tNC.o s I t� I G hexa I: SPA cn� ) FASfF1HER I < feet< f tett < I IhNd 2 hot 4 FASTENER Spa S 2 p� r 5 6 SP t"d 1 « � Fi►3�4 S' '� fat TYPE R 1�1.L�N�iStMILt� , Cst& tomtit #8 Wood screw based i with 2-inch 16 16 to 8 , anchor I embedment I a - I #l0 wood anchor with an 9 screw-based 12 16 16 24wh 8156 SAIL F1 6 Ve s 3 OF 3 embedment lett V4 arrow-based l.as � t 16 �. UG s ��i � � ENGINEERING,I 1 NEERI I anchor with 2-inch 16 16 � NG, INC. CA No. 9784 419 ,�---•� SOPHIA TERRACE ST AUGUSTINE, FL. 32095 I. embedment 1 ENGINEER F ' Cost. 4�►W4 6041•s1 O RECORD : LOUIS GABRIEL, P.E. # 39476 PH. #• I i (904)825-2324 825- For SI:Iinch-25.4 mm.I loot'303 oun. 2324 ! I 1: N 7l6 dmtl or ess 4 foot 13 ) f(40 (63 ath) trld metm loofheil6t of S i o wind d 1.This tebk a btxled on a laaltimuaa NIood ■l �� I aL 1 I z. Fumm Mtd1 be insWkd a ad6 Ofdte wood strocturlll prld. t1 G�u3 W B 3 txH ale q attt�ry or sonny/>itAom hey xWl be tNM g*d tldae arldla><beru6 a C 1/j odA �ta+1M L t�V I • e WOW W01111lnral alpacitt'Wine:oftws d 1300 Br(f673 tdh. I I I I I I { I