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31 Royal Palms Dr (vault) (2) IT � J REVISIONS � I o � NO. DATE NOTES IT g 0 NAILING SCHEDULE J I '') NIW CONNECTION rr NAIL NUMBER OR SPACING SCCPE OF N1CRK � _ LL. iBAND JOIST TO SILL OR TOP PLATE, TOE NAIL Ed 6" OC /1l^SII/ / 0 .� a JOIST TO BAND JOIST, FACE NAIL 16d COMMON 3 F a 4 JOIST TO SILL OR GIRDER. TOE NAIL Bd COMMON 3 Jr ' o EXISTING - I ILII BRIDGING To JOIST, TOE NAIL EA ENO Ed COMMON f hI V t / v P I _ { ) ypI r .01 11 LEDGER STRIP led COMMON 3 0 EA JOIST - I I! 1 I � I � SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL t6d COMMON 16' OF ��� / F 2 % WD. BRACING � .A fi. l P1� TOP OR SOLE PLATE i0 STUD ENO NAIL IF COMMON 2 E%IBTING MR COPING M1, SND TO SOLE PLATE, TOE NAIL ed COMMON ° /i ) - �� , ' Mf E. LAKE, A A 1 DOUBLED STUDS. FACE NAIL led COMMON 2° OC -- � � r)XII . 0 DOUBLED TOP PLATES. FACE NAIL Ted COMMON 16" ON 1 SECTION ' " CHITECT / 8-16d COMMON A-1 6CNE 1l4' • 1'{Y '" / . j IN-g.� J /iII DOUBLED TDP PLATE LAP FACE NAIL EXISTING S1U:C0 ^ EXISTING STUCCO /7.345 HAR�E� STREE-{ 11Y TDP PLATES, INTFFsecnoNs FAGS rvuL - 2-16d gR 3-10d III a IKK$ONVILLE FLORIDA 322 4S COMMON ` o RAFTER r0 PLATE, TOE NAIL Bd COMMON 3 ' (904) 356 3336�� s 1-INCH BRACE T9 EA STUD & PLATE. FACE NAIL 8d COMMON 2 CON( WGUET J _ 1, + SURFACE NauaeD IEGIET - �� A 2600141$ LB OR LESS SHEATHING TO EA BEARING, FACE NAIL 80 COMMON 2 1% NAILH[ SHINGLES 10 OVER LOS SHEATHING TO EA BEARING. FACE NAIL Btl COMMON 3 " d II il , BUILT-UP CORNER STUDS led COMMON 2°' 00 SEIFADIESIVE BITINENOJ6 WATER 8p LgTOwl9HINGIE6 TO MATCH IlY r PROOFING 494BRAINE EGUIVOIENT RUND. SWORN ON EXISTING r BUILT-UP GIRDERS & BEAMS, OF THREE MEMBERS 20d COMMON 32" OC AT TOP AND TO FEEL ( Si1CK OYHt MIN B' g1yA OC. 3e. fELT OYER 518, y Ile COMMON B20�;OM OND STAGGERED BE FAO fRED M ft SH NG SET IN FUND SHEATHING ON STUDS TO SOLE PLATE. END NAIL tND COM. BED OF ASPHALT SENANT - 2 % 10 W. IEpGER ATTAQI WIAi M Y'. 2 SERI EA 18166 " - GEE 9ty(, NPILING SCHEDULE EXISTRQ SWINGES ) L, �y . AIIAN \�\ WI1H W�SA IiT�B•q.Bell / l / # _ IXISTIn6 16 GA MIL lip 6806 . R°' Oo (� Q ... /.. M �f 1 II � � M p �l . I • ! wa htln- cuP wl a n2 k 0 j "' { CSEYIS EA 1958 1 EXIsrNG 1V — w PNGINEERED �/ V 0 { H / / l d��. M. Q �' TT iSol L�4 " u. ?�) � ry i LL d l kN a SPEARWALL `Tl 1^ p " l l � . .r, & oR DECKING . . . . . . . . . . . . . .. . . . . . . . . . . . 2 DETAIL - B DETAIL O – Q J ` I / I A . / . . AIL 50AIf: I L7 ro' A-1 Dz -ra J ff A5 I % _ y ' « GYPSUM BOARD OR _ - O Z PLTW000 PANEL O o IfIt4 ' f, / � U # o r _ 1 T p( ( P V1 I z BLOCKINPANEL DGE b ip I �'1n �I� ` NAIL SPACING III /� it SUPPORTED EDGES, PROMDED 6PROCPINIGIMEMBRANE BOIIiVA t d SEE GENERAL MOTES 't TO EPEE, i STICK ONER MIK \ 9 SEIFADI£IRED MIL MASHING SET CONT. I9ED O= ASFW.T SE f o SHINGLES TO MATCH - \ N o 1 ' IXISTIN6 �" FTAILL STUDS ROOF TRUSSES, NESK EAH FLASHING t H {I OR ROOK JOISTS 3Sx PELT OYER 5I6' blo 21 P ' g 1 x a a-ewrzlNs- `l I r! ' y RWO. SHEAMING OFl \.. 9 V I{ tl{FN 4I 'r _NAILING TOINTERMEDIATE 12T GO MAX, Y fl SUPPORT IS 12" DC MA%, UON Ir InH I a —UNSUPPORTED (UNBLOCKED) PANEL - y + EDGE. PROMOE BLOCKING IF REO'D i1-II RTA%OOp SIDING -2 X 4 NIL V IP N ]F 1115 III I 1 BY NOTES OR SCHEDULE • 16' = . I AI 1 6Y1 - 1 If 1 a S III z _ RELEASED FOR CONSTRUCTION 66t G NOTE. \ DATE: 05 OCTOBER 2007 N )In A 1 ) �iR ® FLOOR AND ROOF SHEAlHINO SHALL BE STAGGERED yAPp( BARRIER ! I AS SHOW WITH LONG DIRECTION OF PLYWOOD BONY. TO TYrEK { l )� ", 1 W TRANSVERSE TO TRUSSES OR JOISTS OYER ST OSB. sHEA1Nln6 ROOFING DETAILS NAILING REQUIREMENTS FOR I t (. } �g '6 _ ROOF DECK t s SECTION 6 SEC ION � , 4 SECTION AIL SCNE 5 • T.0 g� SCALE: NTS A-1 SGNE vs • ra C DRAWN BY: GCE CHECKED BY: TW ff I' V ' i PROJECT NO. 4107 AI SHEET d � N�3 IBJ ✓L $r1 ,:> wq SHEETS REVISIONS NO DATE NOTES 0 NAILING SCHEDULE CONNECTION NAIL NUMBEIR OR SPACING SCOFF OF WORK --\ tltl:: T 611IF A: BAND JOIST TO SILL OR TOP PLATE, TOE NAIL 8d 6, OC 1 / ; j Is i1 �{✓.( JOIST TO BAND JOIST, FACE NAIL 16d COMMON 3 JOIST TO PILL IL Ed COMMON 3 rY � X14 It LEDGERGSTO TR PJO�rGIROERNAIOLEEAAEND ad COMMON 2TI u 60 COMMON 3 0 EA JOIST E%ISi1NG ` - ` F / ! 11k 1 il ;. Ti , l I � SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16tl COMMON 16 DO ,� �2X NSI. BRACING Y ) y f d 7p }II TOP OR 60LE PLATE TO STUD, END NAIL i6tl COMMON 2 11 �P4 EXISTING MfL COPING \ + Y Iy r 1 " STUD TO SOLE ©LATE, TOE NAIL BD COMMON 0. \ \ O A� E. DUKE A.I.A. {� J4gAY : 1h x DOUBLED STUDS, FACE NAIL IDd COMMON 24' OC C DOUBLED TOP MI FACE NAIL ad COMMON 16" OG I JECTIQN CHITECT ul A-I SCALE IME � ro' DOUBLED TOP PLATE LAP, FACE NAIL - 8-16d COMMON I I I I I N z w ExlbneG sncco EXISTING anX:Do / WAR STREET {, 11 � � h� � E TOP PLATES, INTERSECTIONS FADE NAIL - 2-I6d OR }lOtl II . ° RAFTER TO PLAR, TOE NAIL Ed COMMON COMMON JACKSONVILLE,356-3335 �;� 1-INCH BRACE NO EA STUD & PLATE FACE NAIL Ed COMMON 2 CONT SEALANT — - 4 I'fi II �1 SURFACE rrolnro QEGIET - I I I °�% I I � � � A 260014 Tx8 OR LESS SHEATHING TO EA BEARING FACE NAIL ad COMMON 2 / lx NaIFR — YY ` TT A 6HINGIf6 TO TMLW -- A�� �.! OVER 1x8 SHEATHING TO EA BEARING, FACE NAIL Btl COMMON 3 EXISTING I w BUILT-UP CORNER STUDS 16d COMMON 24" OC SEIFADNESIYE BMMENOUS WAIEIt- fi{ � 3p fa4 OKR W8' SHINGIEb lb MATW 1 � PROCFIN6 MEMBRANE EIVPLENi PLWOSH£AI ON \ EXISTINGITT 4 ` I� 11 'C BUILT-UP GIRDERS & BEAMS. OF THREE MEMBERS 20d COMMON 32" OG AT TOP AND TO PEEL 1 STICK OMIN. 8' 2X4 ME OC J, A'# w VER�0€d01A SND STAGGERED BEIFADHBK D MIL FLASHING SET IN i 30i FELT OVER Z8' - ) �6H Ila Ir' o STUDS TO SOLE PLATE, END NAIL l6tl COMMON 6A CONT. BI-0 CP ASP.NLT BEI ii RUNS. SHEATHING ONIowa! b 1 2X6 • 2d' OD. / [� g Tp o 2 % 10111 LEI ATTACH WITH � A-I �� /I � � 2 SCREWS EA BIDISS T YE)- SEE A ZI I" dt :111 1IT ffi NAILING SCVEDUE �i 4q t 1 Tal h EX[ TIN i6lEs f sNB / A , , - // 2 X 8 WD IEDGM ATTACH �� F � 1 / 4- } WITH W5A ML CLIP W/ 3 EXISTING H6 GA I 1 1 5 : \ JF"\> \_:\ x12 3G€WS � � 6M6 6 SV OA, M ui IyYr J;,IN r i -i Ti u2A SMR CLP vu 012 .....�\ �� _� M 3 LL IC p . .. PNr TNG �,, - i / / �li ,, O " # -, a€ws EAB ? v '">v .�. �41 1 Z � o co I 1u- JIL EDGE OF - SHEARWALL ' .. I �H L1 OR DECKING 0 DETAIL DETAILLu A� SCALE: I Ia . I'-0' - � A-1 SCAI�: I BY • TH7 .� i < J GYPSUM BOARD OR LL O > -� O 0 Z PLYwoaD PANEL - w � � I � . h I T V PANEL EDGE Q 11�11 • , ` Tal :y".1� NAIL SPACNdG ® G —r � I - BLOq(ING Z SUPPORTED €ODES, SEE GENERAL NOTES - - PROMISED SKEEPINGME BiRANESJb WA p�fi I U PROCTO P MEMBRANE STICK EW IV CORN MIN IBE MiLTRASHING SET I f I CGn.,SHED BE PDRWLi SIT F11A 1 q l 111 o _ bwNGUEs TO MATH �:r-%- ityyyyµ{ D >I1 I I i STUDS. ROOF TRUSSES, MTAL EASE Rl5HIN0 - IXIbiIN6 H I I r 9 OR FLOOR JOISTS 3 F£LT ON IPI i 1 Y H % 4 PT. BLOCKiN6-�� 0.W0. S{EAWIN6 ON C 2%6 W' OD. MJ f � -NAILING TO INTERMEDIATE A 11Y . 1 B SUPPORT IS 12' OC MAX, UON I WD. bND� 2 0 { I 11 � 11 Ifl qr{ : 3 UNSUPPORTED (UNBLOCKED) PANEL If r f EDGE. PROVIDE BLOCKING IF REO'D i1-11 RYW000 SIDING % lal W BY NOTES OR SCHEDULE. X 'r tl�p I I � 1111 y1 11 NOTE I � � — RELEASED FOR CONSTRUCTION " 1 F�II FLOOR AND ROOF SHEATHING SHALL BE STAGGERED I� III if b$III �I w VAPOR BARRIER 661y { n u AS SHOW WHEN LONG DIRECTION OF PLYWOOD EGOIV. ro TTNEK DATE: 06 OCTOBER 2007 y b "!' TRANSVERSE TO TRUSSES OR J0156. OYBt 5/B• OSB SHEATHING. 1 Il lI 1� 1�1 NAILING REQUIREMENTS FOR I� r lad 1t ROOF DECK T ROOFING DETAILS I �3 !� ° dil � h a SECTION 5 SECTION 6 SE ION p " x I A-I 9C.WE: 14' • 1'-0' A-I SCAIE 4' • I'iX 1 : 1 i1 ��irr A'1 SCALE: NTS 1 1 DRAWN BY: GCE CHECKED BY: TED II � { PROJECT NO. 4107 f 0 SHEET SII � A - 1 I . N fi lJ I II 1 OF 1 A SHEETS IFI I of 4d.Jr II I .. . ._. .LLW�✓v„_ � .:.Jmmwmr.......L. ,...,..v.,: . y ISE» IT r� ITT LL ' r ifal REVISIONS II , I NO DATE NOTES S } IIT NAILING SCHEDULE ry 1 CONNECTION NAIL NUMBJER OR SPACING SCOPE OF Will -\ •' / BAND JOIST TO SILL OR TOP PLATE. TOE NAIL Ed 6" GO JOIST TO BANS JOIST, FACE NAIL 16d COMMON 3 JOIST TO SILL TOE NAIL 6d COMMON 3 OR GIRDER, / / Z Iil M .I t �a _ - }• f EXISTING � I I BRIDGING TO JOIST, TOE NAIL EA END 80 COMMON 2 \ 1 LEDGER STRIP 160 COMMON 3 ® IEA JOIST 1( ( ( sl I . 2 1 2 % Ell BRACING I �} SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 16d COMMON 16 CIC �i\ EXISTING MIL COPING I TOP OR SOLE PLATE TO STUD, END NAIL 16tl COMMON 2 / - I / 1 � ILr �11 STUD TO SOLE PLATE TOE NAIL 6d COMMON 4 / ' �_ A � {� .. E DUKE, A.I.A. fl i I I DOUBLED STUDS. FACE NAIL 10d COMMON 24' 0C 7 d 16d COMMON 16• aC 1 SECTION CHITECT 1 I m DOUBLED TOP PLATES, FACE NAIL 1� 'j' ILi DOUBLED TOP PLATE LAP, FACE NAIL - 8--16;0 COMMON A-I SOAIEJ0. • 1-0 \ tl Iry w EXISTING 6TGC0- EXI6nNG sncco / �3 HARPER STREET / 2-1" OR 3-10tl 9/q µ 1 II 1 TOP PLATES INTERSECTIONS FADE NAIL \ JACKSONVILLE ONVI LE. F ORIeA 322 I ,� ; F } S Btl COMMON COMMXON ;p 1 }I Iy r 3 RARER To PLATE TOE NAIL "�/ (9 41 356-3335 . d INH} Iri � I 3 1-INCH BRACE TO EA SMD BE PLATE. FACE NAIL 6d COMMON 2 GCM. 6EALANi -- % 1 V SURFACE MDwr6D REGIEi A 260$1413 j , �i it - = I I 1xe OR LESS SHEATHING TO EA BEARING FACE NAIL Ed COMMON 2 I% NARIER -- d 1 swNGs TO MUTa d g OVER 1x8 SHCATHING TO EA BEARING. FACE NAIL 6d COMMON 3 EXISTING / 160 COMMON 24' OC BE,F-ADHESIVE BIIUP£NOJS WATHL / BUILT-UP CORNER SPEED 30. (BELT OVER all 6HIN61ES TO Maiw 5 w PROOFING MEMBRANE EGUIVAENT RLR. SBEAUNG ON � EXISTING , BUILT-UP GIRAERS h BEAMS. OF THREE MEMBERS 2Dd COMMON 32' UP AT TOP AND TO FEEL ( S➢CK OS£R MIN. 8' �p6 . Rq• OA \ STUDS TO SOLE PLATE, END NAIL 16d COMMON �O�TOO4ND STAGGERED 6EIFADNdEO MiL FIA6HING SET IN 90° FEET OVER 5IB• . } All L c M1 GONE. BED CP ASPHALT 6ENANT _ _ \ RN9. $WA2XEN1u 2X6 IN fqJV 2 X I(1 WE. Lital AJDAW WFR4 � I 2 SCREWS EA TRUSS GYP)- SEE � OQ � rtp' 0 1}I p'µ w NAILING $C EDU_E P P II / I7 I A 6 J EXISTING BMNGLES 1 o 1 Y Ylk f � }I w ( � I I AA k I4 I / 2 X 8 WD. IIDGER ATTACH / TAI 11111. CJI 1 �,4I r I�' I . wlm wsA 2 SC wr 3 %ry / II II I. s%Tins 2NG a oc M % p 1 tl: i >kl "Itl 6} ��I BRA HIRE. CLIP W/ 3v12 � � RbCfEY16 ✓'d 14 /„ Lu > M d W (Y iI SCREWS EA iPoB9 I, Q DIBI) LL r / .^+r.W...1r .. , . was zn'ac� _ ry /ry - 1 ' III I. � _ a EXIST p1 N a v }4 I O LL LL- - EDGE SHEARWALLL A a I{ a OR DECKING DETAIL 3 DETAIL O J J THIS Al $ONE UL • 1'HY +C !b I w GYPSUM BOARD OR i - O > r PLYWOCID PANEL __ c Z O m N mIt A U �. NAIL SPACING ® � � .� - PANEL EDGE BLOCKING 6EIF/4DMESISE BITUMEN WATER l SUPPORTED EDGES, pROV1DED \ SEE GENERAL NOTES PRO@,O fi MEMBRANE E IVNBNi f �, TIO PEEL f ETICK 0 MIN.IN SEIFANT. D MIL ftASMI SET IN CONT. BED OF ASPHALT EAIANT ny $ - SNINGlE6 TO MATO! N r - STUDS. ROOF TRUSSES, METAL EALE RP9MIN6 EXISTING rT `" OR FLOOR JOISTS 30. FELT OVER SB' - Y x 4. L 1 X 4 AT. BLOCYJNG . ` '� ry CIU - PLWD. 6IEA4FFi * NF ON )) D \pit 11 1 -NAILING TO INTERMEDIATE \ * NFm L SUPPORT IS 12' OC MAX, UOIN n• o , -UNSUPPORTED (UNBLOCKED) PANEL y 1 i .. '. I S µ EDGE. PROVIDE BLOCKING IF REO'D i1-11 PLTWO_O SIDING �R X 4WD. SAWS BY NOTES OR SCHEDULE. A RELEASED FOR CONSTRUCTION FLOOR AND ROOF SHEATHING SHALL BE STAGGERED $" .Y," � } �so�Easc To TRUSSES OR JOISrs.PLYWOOD OVERBARIUM 4al -\` \ DATES OS OCTOBER 2007 1Vrt WhaiF p f iL ^E '. T Kill { NAILING REQUIREMENTS FOR ROOFING DETAILS ZI r f }' A ` ROOF DECK N.: } I I ° < SECTION i a SECTION A SEECy ION ,R z I (¢ P.-1 SCALE: ALTs 2; DRAWN BY: GCE CHECKED BY: TED e .,. .�, a PR($�Cf N0. 4107 - rPli rv: Isu f �d ,I ,�, SHEET d/ yy y p J 111,DIY d 1,5 � ry 113pJIo�,• �1Av .. _ ifi1, 4l,t , III I � 000 g FI1rK i . I I� Y1 Ir ., x r ,ram , I , u �rr) I 1 OF 1 A SHEETS