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1704 MARITIME OAK DR - NEW HOME DRAWINGS I HIM S _E .ALL--:RI-5, GENERAL STAR PEI JL_ POOR5 ANP WINPOWS ARE AFFROXIMAI N I -F HEP SIZES; REFER TO �,,�IFG'S !5, SFECIFIC-1ATIONS -,OF, ROUGH OPENINGS FKJOR TO FRAMING 010k L-1 - GAS WH A 2. TANKLE'-_, 11?1i VAP �')Tq�Ii�LID OPPI,IONS, 1l_DN'AATi ACTOAL C0M3TFXf10if0AIJ I�.'INFLY 2 3, GAS 19ACK/�, GE W1 4- F)ROFS HE`�`!- 7 J;�,V' 7? -);-:y",, , ,- , 4� AN)TI GAS PRCPAT LANAI !H: ICY' VAF1`1 r 5. 42"h WALL W/ CAP AT LANAI 'FC1>i CLEAL HED��_ - 511-L CO 2-b"AFF 1 6. PKEFLUM13 SUMMER KITCHEN W/ VENTEP ------t NOTE,!�: HOOP ?,L;l:7F,0K —————— ———————— CON-Y - - 0 31JIL 0C -1: 7� MU NCH n -7114 '�)l,��E jt:SS THAII!,�-J-OP VCF�THM 3,,r IN i AL��E-Ne 5TAR II05tr HA� K,'I L 5.5-11 1 ICI"ff CYFPES5 T&G CLG W/ FAUX bEAMS AT 6)U_ 5�l:��LL LIE 0,,NTINL;0!15 fI[7�F,FL,SK I`F STAIRS. < Fil I IFLA7P 0�-ALL � GAS W k) RC7�)R[j-,"C,�%IALL Cf'��'M'IZNIINA�E FAMILY KOONI t�A flil,I L_`�5 P k.5 F�'I I I' t-f,P5 GA5 LAN ...... WRAPPEP TO I0"xIC;`, N4114ALS. CP1FD Ff)i AND ENGE' 9. VENTLESS GAS 15OKERN FIRE12LACE 75 &F.(7 IOWA Q13elms1cv,m,Afflil, (TY I" _391",67 Mtii TZACAi,6 KCH - '? 10. WOOP PECKING AT LANAI ANP POP 5LIMMER VAULTED� A 0 1)WZCX)i AFi WOOD PEC 01,�, tyl KITCHEN VVI I, ��['jy i 7HE -AP 11. C AGE 5VC. POOF 9 --- VEi\[rE[)HOOD IN Sui 1115Ti'LLIFF SFALL ALL 2 12, PKEFLUM5 LNPRY StNr _411 D', OOF\ 5HOWEP-, A EQ IR 111k 15 FOK 13� PKEFLUM13 OUTP C) -'jif�;FMH L? H EG Zi f FIRC711, - ;C-FALL. REPLW1413 `KT. POOR AT OWNERS E3ATH 5ILL r_(J)Z-O" \F- SiNK (3) 6 F I&D OW INER,5 PA.1,55 5KALL HAY�MUNITPIA' 111"0 _POOR SHOWER SCF'EEN 511-1- PAT TUFN A '2 15, LOUVEREI) OUI .16050 sep vmmp 5 U ITE JALL Ml to f A i < 0-6" 17-0" 0 7.2 C,!,- H5. SINK FEP i;70C,r AMID) AUL A U % un 13ED �5 KITCHEN f'M5 x U-911 FU C LG 2' 7, 7 U�,, FI�3F?,e, 5V ;7AMILY aC�,rC,'Al I�HALL H 101 CLG, &4", n �17 ROOM 5TU frj _70-7"x r ft)l W nxr-0 TRAN5. REWSIONS VALILTEi SILL(43 5'-4"AFF 'In Of— - Z U) P"'T li MIK'K. I ------- 100m WIFAUX bEAIMI:� 1-17\ -7Y2,"x 2" < '4- Ci 4Z� b /__`1 - fln LL_ GA5 FLAT LD / No < (02 du C±71 0 !� I - SEA &CF1 74 11� < 2r, f3ARTOF'OVEF A C� % < 36"G.Ai to I OINNEFS ATH 5 6 _G� --——————————r R F _H _3A1 &5HELF OVEN LD I NO L5 6 7L. 0 Ph tNAL1. :J CAF5, % LOFT <1 < ENG-i 12'-10"X 9'-Z' 0 CIJ FO 3 H GA, W P KOO L Low 5'-7�` H po 6,1 1 HALF VML.1-(0 54"h Uj I < 414 Old Hard Road, Suite 502 < PINING 0 Neming Island, Flafida 32003 71 -F x—1:3701 WI/1- I Office: (904) 264-6553 Fa-K, (go4)269-2729 I G'C L G Dz_"� -I- Pc* N luTr < HIRE L ING) 4— _'V L -U_�,Irll T ME Lot 116 FOP?;,5HIELF A 2xG HALF V!,011-VVI CAP WALJ�5 bETWEEN G;ITZ,�GE ANO fZE_-1IPF,%E 60 -Atlantic Beach —77 COVE?Ef)WITH j"MiNI'Mi G;;Y?GlU�11 x/a OFEN' ��,EAr)5 ON Gj�,R;�%GE �00 10 51I)F1 OF 5 TUI?WALL 1.1119 20 15F-RLS I I/Py V. CounLry `ub T� 10 P'LIN 12-Y 4�1 NL Y Z YO E3ATH 2 91 CI-13% r 5 ELF 15 �3 2 L sL L J ��chmield Residence 91 CILG" EQUWALi TO GOVEF GlAr<AGE�CEILING c, FOYER 1 vCLO. Tali MECHANI'�- L EQUII�W, IENT NOTEI� GARAGE VVIC (.N' Floor Plans 7 7---x��777 L)l CLG. 777 FE31--R502.5.2. PUCTS IN G/�RAGE 5HALL DE MIN 26 5HOWER 5CREEN C--AC -1EET TEEL WITH NO OFENING5 !NTO GAP\,A\GE 1716 Maritime Oak Drive ;E 5L ct Sized per ASHRAE Standards 7O-yv Atlantic Beach, Fl. 32233 Uj D u F�i T FOST5 A L' OWEP. 5;i�l < 00 L II-)l ail I U3RE55 -Af Friction Lci AFF SILL(VJ 9_'-0 FF 4-" 5TU Py Static MIN 4" CLEAFZANCE REQUREP AROUND ;x 77, i -CHANI(_.AL EQUIPMENT ANP Drawn By Sheet A' 51PE(;: OF ME '41 ARS I r WI) _HE TOTi� _)TH Total CFMs /00 IN(3 DUCT5, WITH I L MI. ,--tAFOND�1TS_,, INCLUIP Duct Sizes shown in Area X Length OrP ��IE ENCLOSING SFACE F3EING AT LEAST 12" WIPER Date 1-13-2016 TEL 2,60 -1H 4 N THE FURNACE OR jAV HANDLER M on Drawing Scale C CF 1-011 1/4 1 GiRlOUNP-MOUN! ED MECHANICAL UNITS SHALL t3E of ANCHORE9 IN AGCORPANCE WITH 75ECTION Plan St. Simi �?5P OYOi P009 6 I_3PV_'OVERHr_,`,P POOP,, ;14150 7.2�" 21NI) FLOON FLAN (2)3`5l"5H EGFE-55 J 6D 2'-6"AFF _i)E1,CE OVER *e4" WPt"TEN DIMENSIONS SHALL H,4lVE 10,1RIF � SCALF VEFIFY ANP 5EIRESPON50LE [AME�1'51ONS,,CO�IJTRACTO?5 SHAILL FTG. CALCUL TIONS FOR 1.)IMIEN51ONS ANOCONCATION6 oF-rHE J05. FORCH 1,967 I�omi FLORIDA QE510,1,!NC,HERE3Y IRESEFYES ITS c0i 1ST FL. LIVING; -5 ANP C�Tji COPYRIGHT5 IN THE5E PLAN5, LAW GOPYRIGH1 WOOP PECKING '21ND FL. LIVING 769 PESIGN15,ANP IPEAS.THE5E PLANS,OESIGN5,Ali IDEA5 ARE[i ER R FO '�I`50 2736 t3E�5E CONEP Q? CHIANGEr)IN,ANY NIANN ,0 F Nj W H, EVER., TO TAL LIVING N�'q ARE THEY TO DE A55IGNED TO ANY-i FAKrY"A11THOiff &G,PT,P05-1 INRAFFEP 605 G/V�AGE/IAEGK KOOM OFFICE COPY IS,1510N i TO AX5(T'(?) iP,5T 013TAININGTHE WRITTEN PERM '150 DESIGN,INC. W'THEA5T'FLOP,11),A f 2 5 0 2' '0" 1 ANA! 2' TOTAL OVEREP 374 11 C REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH 12627 San Jose Blvd SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS Suite 702 Ordaeas acksonville, FL 32223 15T FLOOF\ FINN R EVI EWED BY' DATE:.2,127'1"6 Florida Des I t 904.260.3319 Fli, T� N'5_ �xlf/I C c)TJC)55 TO 3E 11"GET V2`FROM FOUNPATION WALL NOTES GENEKAL STAIR PETAIL 5CALE:N.T.5. 1. DOORS AND WINPOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SFECIFICATIONS FOR ROUGH OPENINGS PRIOR 'ETAIR N(YIES: TO FRAMING ACHUAL DIMENSIONS WILL VAFY DEFENPING ON FIELD CONIA TIONS,FLOOR GOVEFINGS,ANP/OP 01� 17-2-1' VARIANCES fN CONSTRUCTION M,,�FERIAL.ACTUAL CONSTFI)CFION MUSI COMPLY 2 W1 R311.7 OF THE FLORIDA 5IJILDING COPE,RESIDENTIAL. 2. TANKLESS GAS WH MA GHT: 7-3/4" 5'-6" XIMUM P15ER HEI JH: 10"(NOFINCLUDING NOSING) 3. GAS PACKAGE W1 4- DROPS MINIMUM I READ PEF MAXIMLVIP15ERHEICHTVAFIr�-FION: 50"(FNIFIREFLIGHT) 4. APPT'L GAS PKOFAT LANAI MIN M U M 5 FAIR WIDTH: 36" 2�)3 54=7 5. 42"h WALL W1 CAP AT LANAI SH EGRESS MIN=R11 HEAPROOM CLEARANCE: 6-b"(A5OVF NOSING) 511-L @ 2'-e)"AFF 6. FREF1 UMD SUMMER KITCHEN W/ VENTED —— ———— ————————————— 'HANDFAIL NO FES: HOOD - —— — ———— — — ———— AC-HbAL CONSTPUCTION MUSI COMPLY WIP7511111 OF THE FL OPIPA 5IJILDING CCDF�RESIDENTIAL 7 0) Ll H, THE SLA MUD 13ENCH ANDKAILS SHALL NO F 13E LESS THAN 54"OR MORE FHAN 35"IN HEIGHT A50VE IF NOSING. �D LL HAND'AIL5 SHAI-L RE CONTINUOUS PER FLIGHT OF 57AIRS -55 T&G CLG W/ FAUX 13EAMS AT 7- - Lj < SHA -FINISH b. CYPRE -r -'P----- -- ----T--- --- ----GAS HANDRAF_55 L.L3EII/2`CLEAFOF`AU_ADJACENj 41,F.T�FOS 0z - GAS LANN I STUD QD co MATERIAL.,AND ENDS SHALL RE FUFN TO WAI L OR TER MINAT w 1-tSIU5 FFEFLUME3 WRAPPED 1-0 IO"xlO" IN NEWEL POST 5 OR 5AFE 11 EFMINAL5. FAMILY ROOM < SUMMER (TYP) 501-111 X 6_011 HANDRtJLS 5HALL DE 11/4"-2"IN CROSS SECTIONAL DIMENSION,OR APPROVE[)EOUIVIALENT,AND EDGES 9. VENTLES5 GAS ISOKERN FIREPLACE VAULI ED SHAL L HAVE A MIN.RADIUS OF 0.01". KITCHEN W/ G n T-RUCTION 5HALL RE A5LE TO RESIS-1 A LOAP OF 200 L35 AFFLIEP IN ANY DIRECTION AT WOOD DFCKIN HANDRAIL CONS VENTED HOOP ll'-72'" ANY POINI ALONG THE TOP RAIL. 10. WOOD DECKING AT LANAI AND FORCH 7-_�42'" 1 914� 11 9, 11. GARAGE SVC. DOOR 1 STAIR AND PALING SUPPLIER INSTALLER SHALL SATIF)FY ALL 1-4 1,� Ill, _11,� 0 0-52-" 51JILDING DEPARTMENT APPROVAL REQUIREMENI 5 FOR t 2 FIREPLUMD rHr FRODUCII 5 FHEY FPOVIPE CR fNSTALL. 7 e' 2 12. FFEFLUM5 LNDRY SINK SINK FIXEP (3)164 6 SH FGK�155 1,5. FKEFLUM13 OUTDOOR SHOWER OPEN RAILS SHALL HAVE INFERMEPIA-1 E FAIL5 OF SILL 0 2'-0"AFF 3ATH OWNEFS 19,111 - SILL 9,5'-6"AF -1 Al -HAT A < 14. FKT. DOOR AT OWNERS I ANOKNAMEN -PATFERNSUCHI PASS FILROUGH. 15. LOUVERED OUTDOOR SHOWER SCREEN 161��, I"PIAMFIER SPHERE CANNOT OHC I \�10H_ SUITE 11 ---_j — THE GUARDRAIL CONS]RUCTION SHALL RE LL. H.R. 0 15'-6"X 17-0" ADLE TO RESIST A I,OAD OF 20 155 �A_ < W/DlS P. 5:12 10'CLG. PER LINEAL FOO F APP,FED oz - VAULT HORTZONTAI L.Y ALONG THE TOP PbIL. C, 4"59HERE 6,3 Q0 GUARDRAILS SHALL NOT DE MAY NOT FA55 (S) _F 65 THAN 36"IN HEIGHT. < —J-.(Y) U_ '1HROUGH to �=I TCHENi --- -- --------L ------------- 5EP 5 r\I I F --——————————4- —————__—————-3: �L3 < 6"SPHE�l FHE TRIANGULAR OPENINGS 2'-0" ll'-2"X 20'-0" AT s FAIR TRE,�,P,RISEF,& MAY NUF PA55 10'CLG. FAMILY I 50TTOM SHALL RE SUCH THROUGH 9'CLG 7,11 GAS Ij&1, b1_511 THAT A 6"PIAME FEN 9'-521" 2'-'2 1011 1 2 7-52L 4' ROOM STU�—, SPHERE CANNOT FA55 THROUGH. t- Z-77" lbl-011 X 01-01, VAULTER CLG. 2X6 WALL 2X6 WALL �1_ C� 1'320 FIXED-FRANS REVISIONS 2'8P P 5' SILL,-@ 54"AFF x12" LL3 (j) C)z W1 FAUX REAMS 121, GAS LC) F LAT 0 cl� < 2868 < X < 5AK'TOP OVER LL -6"CA13INEI-5 _Cj < �L)h OWNEF\5 10'CLG. QD —————————— -—————=: �-- 1� Al ri I P::——— ———— ———-r —— ——— — -1 C111 ILI-11 DATH 2'� 5.C. 91 CLG. 5:12 < + F PE31- VAULT lo'CLG. 1-k ::� I OVEN L-77"" - 4,'-15" US 4--Z e 5,-io,, ru ROD&SHELF 2,�5� 5'-2" J T-21 L F T M FF\ El VE C N T &00 GNTRL 4 2" WALL an =F/�7 HEAD C�l P/�NTRY COUNFER F�=0 It n DEPTH PEF. MUD FWC CA13. < -------- -1------- 5ENG U) C\j --------------q�Q�) TANKLESS LOFT ENCL. < _H7F=EF ��77 w/77 IMF 28,50 1 � -A - IVEK" SIDE GAS WH FS) 2-10"X 0-2" 5 SHELVES T AOOWA I "K Ar 9'CLG (2)2068�13, POWDER HEAD GAS STUE5 CN CN 10'CLG. 2"eP < 30 41 ROD&SHELF -1 UM S IO'CLO.. p CI) 3,-lo_12111 t, (5 1 1 268P -CY HALF WALL 9 54"h Build With Confidence < 0) PINING I I LNPRY 7 -V 4�-- -1- 414 Old Hard Road, Suite 502 U) 101 CLG. 17-6 X 16�--O" < 7-—————I CL Cc) �D Y) wic Fleming Island, Flopida 32003 W T POOR 15 1-5/8"MINIMUM 10 CLG� Office: (904) 264-6553 -1 .1 = i L j A/C �0 SOLID COKE OF 20 MINUTE OQ = -_,��Ij C, 1 .6 COMP FIRE RATE[)(SELF CLOSING) Fax: (904)269-2729 0 1 LL < or N T�EA)�c 2 2)KI 3ER 3 70' 2 1 D)WN -7/ LL — — — — — — — IT 1/2'RU� AHU ROD& SHELF 7 1/5"R15 Lot 118 — N, N zz-J:4 "I q� 2x6 HALF Wk L W1 CAP lb - WALLS DETWEEN GARAGE AND RESI ENCE antic eac OPENTREAPS TO DE COVEREP WITH MINIMUM CYF,-,UM �9 -61 UP 20 RISFR5 1< 5OARP ON GARAGE SIDE OF STUDWALL < 286" T 10 1/2"RUN 51 5" 2 Country Club 7-10"RISE C�l L LL. <, DATH 2 5'--521` C� C� ROD&SHELF �t F A7� C� ACCESS �j �� @ I LL 22.5 X 54" 9 wic L DED 2 IIN C\1 9'CLG. 5/8l"TYFE"X`GYF5UME3OAR1) K ,z 1,51-l"X 1,�'-b" Schofield Residence CLG FOUIVALENT 1-0 COVER GARAGE CEILING L FOYER V 6 5' < LU GAKAGE MECHANICAL EQUTMENT NOTES: 0� x -61 wic cl� _V C�, I 24'-8"X 22'0" -1 0 9'CLG. 013 Floor Plans 101-1 FL.HT. LOUVEFEP SHOWER SCREEN F5C-R,�02.5.2: DUCTS IN GAKAGE SHALL. 13E MIN 26 W1 F.T.4x4 GAGE SHEET STEEL WITH NO OPENINGS INTO GAKAGE 1716 Maritime Oak Drive < SUPPORT F051-5 0 - ALLOWED. LU Q0 C E'n 150 1 �"50 SH TMPKD Atlantic Beach, Fl. 32233 STUDY 2, 5H EGRESS (S) SILL 0 2'-0"AFF SILL Ca Z-O"AFF �0 5� 7b 121-011 X ll� F[3C-R, MIN 4" CLEARANCE KEQUIRED AROUND IO'C1_G ALL SIDES OF MECHANICAL EQUIPMENT AND rawn y ee < COMFONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH Z-1-2 5'-')2 ARJ OF THE ENCLOSING SPACE DEING AT LEAST 12" WIDER Date THAN THE FURNACE OR AIR HANDLER 1-13-2016 1v Scale GROUNP-MOUNTEP MECHANICAL UNITS SHALL 13E 1/4 1 -011 �P8P OVERHEAD DOOR 908p OVERHEAP DooK ANCHORED IN ACCORDANCE WITH FDC-R, SECTION St. Simon-A + M1307.2, 2NP FL00F\ FLAN (2) 7�1 SILL EGRESS SILL 9 2'-�3"AFF Or WRITTEN PIMEN510115 SHALL HAVE FFECEPENCE OVER SCALE 0? FOf�CH_ 50. FTG. CALCULATIONS- DIMENSIONS.CONTRACTORS SHALL VEFIFY AND E3E RE5FONS15LE RAILING For OF 13EAM 46'-b" IST FL. LIVING 1967 FOR DIMENSIONS AND CONPITIONS OF I HE JOD. WOOD PEC[�ING NORTHEAST FLORIDA DESIGN,INC.HEKEE3Y RESERVES ITS COMMON ————— —— 2NP FL. LIVING 769 LAW COFYFIGHTS ANP OTHEK COPYRIGHTS IN THESE PLANS, -———--— ————————— 6x6 P1.POST WFAIIPEP TOTAL LIVING 2756 PESIGNS,ANP IPEAS.THE13E PLANS,PE,510NS,ANP IPEAS ARE NOT TO&5(TYF) GARAGE/MECH. ROOM 605 E3E 5E COPIEP OR CHANGE�)IN ANY MANNER OR FOFM WHATSOFVER, NOR ARE THEY TO 5E ASSIGNED TO ANY TH11KI)FARTY WITHOUT 71 PORCH 150 FIRST 05TAINING THE EXPRESS WRITTEN PERMISSION FROM 91-C 2-10" 250 NORTHEAST FLORIDA PESIGN,INC. 2'10" LANAI fttt A 25'-7 TOTAL COVERED 1�741 12-11" 6- ----------------- ...............1 12627 San lose Blvd .......... Suite 702 F :_;, -;c Lap A IST FL00F\ FLAN_ ortbeast Jacksonville, FL 32223 NOTE 1-0 F��AMER:STUDS-1-0 13E INSET 1/21'FROM FOUNDATION WALL Florida Des'gn,Inc. 904.260.3319 NOTES 1. REFER TO 5LIPING GLASS POOR MANUFACTURERS SFECIFICATIONS FOP, ANY REQUIREP SLA13 RECESS FRIOR TO FOURING CONCRETE 2. GAS FACrAGE W/ 4- PROFS 3.TANr,[-ESS GAS FAC�AGE 4. APPPL GAS PROF AT LANAI 6 9'-'l A" 5. GAS PROF FOR FIREFLACE 23'-0" 4'-9" 6. PREPLUME3 SUMMER �ITCHEN 2'- 2 152-71" 4'-6" 4'- 7-0" 7-0" 7. PREFLUM13 LNPKY SINr, Z-9' 8. WOOP PECKING AT FRONF PORCH ANP LANAI 9. GARAGE SVC. POOR —77---7 10. FREFLUME3 OUTPOOK SHOWER ------- GONG.STOOP 11. (2) FLOOR OUTLETS IN FAMILY ROOM, FIELP TANKLES' GAS t A/C H.D. VERIFY LOCATIONS GAS WH 5TUF�— — — — - -- Gomp OUTPOOF, -4-- - - - - - - - - - F SHOWER, I FA - ---------- ----- ----- L----------------------- -epa- ----- ------- ---------------- ---- ------- Fm 5uSILL L - - - - - - - - - - - - - - - - - - g C\j ----------- - — — �Ti LJ E------ -- -T i L 9 -1 F U 51-Y� 41-51, 6-62-'" EXFANSION JOINT (TYF) TLI PROVIPE 6" SLAE3 FECES13/ 5 12 7-62-" L-------------- VER L �01� 5HOV 2 D= —T F 7 REVISIONS THICKENEP 77 THj1KENEP IHI FPGE -7 GE 1 E L -------------I-- L-I------ ---------- ---- F F- r--j GAS T 4"GONG. GAS STUE3 IL LL�jj SLA5 S-FUE3 FREFLUME3 LNPRYSINK AHU SLOPE T 1% MIN. -Cl�1\ 91-mwlk-.16 rm MINF-L=-- F Ki S D"' E SFU[3 Uf I) THtCKENEP 18, 20" EPGF ------------------ -------- LS ---------------- 11 IF- — — — — — — — — — — — L L-------------- - L 5'-8-21"' T-711 7-4 L- - ------------------- T-6-2"' - - - - - --0j'-72? 1 -01, ji-g, 2'-t2 2 FLOOR OU] 'th Confidence 6- FIELD VERIFY -6 Bu 'ld Wi 2' 0" 'f2 LOCATION QQ C) THICKENEP C) EPGE 414 Old Hard Road, Suite 502 4"GONG.SLA5 W/FIDERNIESH OR Fleming Island, Flofida 32003 WOOP PECK JOIST':,- 6x6x10 W.W.M.O�C- AL.VJ5QLJEEN FEK ENGINEERING Office: (904) 264-6553 OVER CLEAN,WELL COMPACTEP FILL ----------------- ----------I r L------t---------------- FaL- (904)269-2729 i L-J L Lj 41 - ------- Lot 118 71 fl I /\ LL -i ------- Wool)PECr,JOISTS T, -1 1 1 PER ENGINEFRING Atlantic Beach F------ (b L------ it j Country Club F 7 FKEFLUME3 5TEM'WALL SINK FOUNPATION L AS !L - - - - - - - -- - - - --- - - - - - - - - --41-- - - - - - - - - -- - - - - - - - Tr- �JSTU[3 L-J, ILI - -- - - - - - - - /- - - - - - --- Schofield Residence - --- --------- ------------ -------------- r-1 F------ ------------------- --------- --------- N� 'k "j, I 'fJ 5 lj\ - - - - - - - - - - - - - - - - 'F - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GAS H.E3. STUE3 2-6" 31-0" 2-6" 2-011 6-77"' 45'-0" A Foundation Lavout 51-01, 55'-77"' 1716 Maritime Oak Drive 69�-77" Atlantic Beach, Fl. 32233 By ARJ Sheet Date 1-13-2016 Scale if 1-011 FOUNP/�TIOIN' LAYOUT 1/4 = 1 of St. Simon-A NOTE: WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS.CONTRACTOFS SHALL VERIFY AND DE FESPON515LE FOUNPATION FLAN FOR CONCRETE FORMING AND FOK DIMENSIONS AND CONPI]IONS OF THE'105. NORTHEAST FLORIDA DESIGN,INC.HEFEE3Y RESEKYES ITS COMMON FLUM13ING LOCATION REFERENCE ONLY. REFER LAW COPYPIGHTS AND OTHER COFYFIGHTS IN THESE PLANS, DESIGNS,AND IDEAS.THESE FLANS,[)ESIGNS,AND IDEAS APE NOT TO ASSOCIATEP ENGINEERING DRAWINGS FOR DE 5E COFIED OR CHANGED IN ANYMANNER OR FORM WHATSOEVEF, NOR AKE THEY TO DE ASSIGNED TO ANY THIPP FARTY WITHOUT FOOTEK LOCATIONS AND DETAILS. FIRST 05TAINING THE EXrPESS WRITTEN PERMISSION FROM NORTHEAST FLOFIPA DESIGN,INC. 12627 San Jose Blvd Suite 702 ortheast Jacksonville, FL 32223 lesign,Inc. 904.260.3319 ROOFING PER SPECS ON NOTES 516"SHTG.ON WOOD TRU55ES PER, STRUCTURAL �O NOTE:2x6 RAFTER TAIL EXTENSIONS ARCHITECTURAL T-6" 2X 131-KG. PER,STRUCTURAL SHINGLES(TYF) OVERHANG 12 A PER STRUCTURAL I OF OF IFLAI E PIKYWALL I b /,—HEAPEF� PER STRUCTURAL FAUX LOUVER VENT LYP. HOTCH GO r -I-Fim PER COMMUNITY STP. 12 12 —F LATE HEIGHT -7 W HE/�[)HEIGHT AT,2NP FLOOR 2x6 CORNICE TRIM WIN 0 8 1 1 1 1 11 1 HARDIE OR NICHIHA SIDING --tr- U U U U EXPOSED RAFTER TAILS- CRICKET HOrCH al-r 6x2 CAP TRIM FLASHING OVER HAP DIE OF FRIEZE NICHIHA S-IP1 10"HARPIE OR NICHIHA 5ANP (TYPI ) 5/4x5 HEAD TRIM E3AHAMA SHUTTER(IYP) 0) 2x2 1/2"CAP W/ SLOPE IN TOP 5/4x6 TRIM VAULTED CEILIN 2XIO WAI ERTA51-E HARDIE OF,NICHIHA SIDING K-19 INS ULATION A r LIVING ROOM INSIPE SHOWN :S!7, 3/4"SU5-FLOOF\ON DASHED FF2NPFLOOR FLOOR TRUSSES PER STRUCTURAL FLASHING PLATE HEIGiF 12 12 Its, 12 PLAFE HEIGHT 0 e�I ILL T.O. FLYWP.AT 2NP FLOOR 2x2 1/2"CAR W1 SLOPE IN I OF 6"F3ANP HoTCH CUT (TYF) 2x10 WATEPTADLE HAR PIE OR NfGHIHA SIDING STUCCO DRYWALL REVISIONS -H 1OXIO COLUMN WLI HEAPER PER STRUCTURAL 11 , IL III 1x TRIM(Tyr) 6LOUVEKEP 7, TRIM PER COMMUNITY sTP. _____j SHOWER Ll STUCCO ON FOAM TRIM ENCLOSURE WINDOW HEAL)HEIGHT FLASHING FINISHEP FL)OR. FINISHED FLOOR SILL]-RIM PER COMMUNITY STP� +1 GRADE GRAPE S Ic Az -F1 I GO ON FOAM TRIM Ix2 V X -7 0 EK 2 10 DANI)(TYP) DRYWALL 12 KEAF\ ELEVATION K-19 INSULATION STUCCO 5�A,SE PER COMMUNITY STI). 5LAE5 FEP 5TRUCTUAL STUCCO ON FOAM I V E R S I TRIM 1-0 CREATE 70POFSLAE3 -W "a Ar WATERTA51-E A00% mum WEEP SCREF 1) TYFICAL VVALL SECTION SCALE:I,=1,-0,, 2 Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Flotida 32003 Office: (904) 264-6553 HARDIE OF\NICHIHA SIDING Fax. (904)269-2729 FLASHING NAILER PER STRUCTURAL W1 HANGER AT EACH KOOF 5UILPING HEIGHT RAFTER Lot 118 NOTCH RAFTER METAL ROOFING FOK HANGER ON WP MEM13KANE HAP PIE OR NICHIHA ON 5/,8',"PLYWOOP SIPING(TYF) Atlantic Beach SHI-G. 12 12 EXPOSED RAFTER TAILS- 11-61, Country Club HOTCH CUT 2x(3 CEILING U 2x�3 W/2"0 VENT HOLES JOISTS((�D 24"Of. 12 COVERED W1 LOUVERED 7 VINYL VENT CAP PLATE HEIGHT' METAL PRIPEDGE 2x6 NAILER CONT. PER 1x4 T RIM ON IxI0 TRIM 2x4 FASCIA -L U U U U, -,If STRUCTURAL W1 HANGERS AT HEADER HEIGH r EA.J-1 ON 1/2"5HTG. HO TICH CUT EXFOSEP Schofield Residence 1/2"PLYWOOD 13EAM PEP RAFTER AIL 9 45 SHTG. STRUCTURAL NOTCH TOP OF RAFTER TAIL FOP 1x6 lb"SHUTTER T&G SOFFIT FIN15H (TYF) L -0 12 1x6 L&G CEILING 1x TRIM I FINISH Ix TRIM,ON HOUSE WRAP E3AHAMA 1x2 AROUND EP(DES ON 1/2"SHTG. SHUTTER (TYF) Elevations ARCHITECTURAL AND ATSEAMS IN SHINGLES(TYF) PLYWOOD IF T&G 15 NOT USED CAP TRIM PER DASE 1716 Maritime Oak Drive MODEL Atlantic Beach, Fl. 32233 C\1 FF 2NP FLOOR 2x4 TRIM STUCCO 6x6 F.T.POST WRAP FED W1 1x TRIM FLATEHEIGHT METAL ROOF AT-- PLATE HEIGHT Drawn By Sheet ro 8x(5 COVERED PORCH ARJ TOP OF PORCH 13EAM Date F.T.5/4x6 DECKING ON- 6X6 P.T.F05T 1-13-2016 P.T.2x1O PECK JOISTS WRAPPED TO 3 Ca 24"O.C. L3x5 wl ix TR Scale 11 1-011 IM 1/4 = 1 13ANPtNG(TYP) Plan of 't --F FLASHING AND/OP\ 13ASE TRIM FER 5ASE -OUVE EP St. Simon-A WEEP SGREED MODEL RAIL AND FICKET SHOWER 6L) 2x4 TRIM DESIGN PER ENCLOSURE CONTRACTOR 1/2"OVERHANG WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE STRUCTURAL— 1x12 TRIM DIMENSIONS.CONTRACTORS SHALL VERIFY AND 13E RESFONSIE31-E STUCCO WOOD FASCIA FOR, DIMENSIONS AND CONDITIONS OF I HE JO[3. F.T.2x10 NAILER PER\ CRAWL 1X4 TRIM FINISHED FLOOR FINISHED FLOOR SPACE - - --AT PECK NORTHEA5T FLORIDA DESIGN,INC.HEREE3Y RESERVES ITS COMMON FOUNDATION WALL CONT.2x8 FT PLATE --Jl- - LAW COFYFIGIHTS AND OTHER COFYFIGHTS IN THESE PLANS, PER STRUCTURAL W1 ANCHOR E30LTS AS FEQ'P. DESIGNS,AND IDEAS.THESE PLANS,DESIGNS,AND IDEAS ARE NOT GRADE N I GRAPE 13E E3E COPIED OR.CHANGED IN ANY MANNER OKIFORM WHATSOEVER, FINISHED GRAPE SLOFED - - --11-K NOR AKE THEY TO 5E ASSIGNED TO ANY THIR'D PARTY WITHOUT 1x2 OVER 2xIO AWAY FROM HOUSE DANDING(TYP) FIRST 013TAINING THE EXPRESS WRITTEN PERMISSION FROM NORTHEAST FLORIDA DESIGN,INC. FP\ONT ELEVATION FORCH WALL SECTION SCALE: 1�-O" 12627 San Jose Blvd ................ .......... . . ....... ........ Suite 702 ...... ............... ortheast acksonville FL 32223 Florida esign,Inc. 904.260.3319 NOTES 1. 42"h WALL W/ CAF AT LANAI 2. GARAGE SVC. I)OOR, 3. FREFLUM5 OUTI)OOR SHOWER 4. 6' LOUVEKEI) OUTPOOR SHOWER ENCLOSURE ARCHITECTjR,A\L 12 SHINGLE5(Tyr) '12 Fill milf ,71111 HARPIE OR NICHIHA SIDING(TYF) LLILLI I —LLU—L GADLE J] PLATE HEIGHT LJ LJ L Id U Z 5:12 1 r_1 I EXPOSED RAFTER TAILS- SHEP ROOF HOICH CUT L ---t1j I F r _-12 LM Ll < 8:12 -b-':-12 FLASHING (SHOWN PASHEP) F ILLLU Li 71 E==: FF 2NP FLOOR C6 LF 12 7 L�7 11 ILD I I PLATE HEIGHT b:12 8:12 FLATE HEIGHT 0 il rl L�l I H L REVISIONS FOF Ol_-_PORCH 13 I F-I I LU _jL 0 6x6 P.T.P05T H =3 — ———————————j r——— WKAPPEb 1-0 L 8xb WITH Ix TRIM F Lj _j 41 11 -6"E3ANP(Tyr) L------ CUSTOM IF------- PICKET AG NICHE __Lj-Z= I� - —1 — _j hi, 11 _j RAIL ANP L i L�--- PESIGN --y Ix2"OVER 2x10 E3ANPING (TYF) Am en\ In FINISHED FLOOR L FINISHEP FLOOR ------------------- in C� E2 WOOD FASCIA F U AT PECK +1 1 V E S I D"' E Li GKA GRAPE FPFPLUME3 n J F T 41,11 HARDIE OF,NICHIHA OUTPOOR SHOWER SIPING,(TYP) I F 6'LOUVEREPJ KIGHT 5IDE ELEVATION LS I SHOWER,ENCLOSUFF J I P on so U ,5:12 F-1 RIPGE Build With Confidence 5:12 i I L_ E:::- J 1 414 Old Hard Road, Suite 502 F_ 6 Fleming Island, Flofida 32003 Li Office: (904) 264-6553 _7 C, Fax. (904)269-2729 SHEP FOOF Ej Lot 118 Atlantic Beach F\00F FIM 13AHAMA SHUTTER -",CALE: 1/8" 1'-0" 12 U Country Club '12 U1 U ARCHIJECTURAL SHINGLES(TYP) ILIL _11111a PLATE HEIGHT Schofield Residence J 13 J 13 0 U U J U U ATTIC VENTILATION AREA CALCULATIONS HEAPEK HEIGHT Excerpt of the 2014 3uilding Code, �c5idcntlal EXFOSEP RAFTER TAILS R8061 Ventilation required. HOTCH CUT Enclo5od attic5��ncl onclo5cd rafter 5paco5 formej where,ccilin05 are applied dire=ly to tho Roof Plan/Elevations under5ide of roof r.,;iftcr5-,hill hive cro55 ventilation for each 5clpirato 5pace�y vormilatire olpcnin�5 HARPIE OR NICHIHA, protected gear5t the entrance of rain or 5now.Vcririlition opcnino,5 5hall have a leA55 dirricn5ion of SIDING(TYP) 1116 inch(1.6 mm)minimurnand 1/4 inch(6.4 mm)maximum.Ventilation openine5 hAvin�a Ica5t ll,ii; 1716 Maritime Oak Drive 2x2 1/2"CAP W/ drno,15ion lareer than 1/4 inch(6.4 mro)5hall�c provided with corro5ion-rc5i5t��nt wirce cloth SLOPE IN TOF Atlantic Beach, Fl. 32233 ,n5ion ol 1/16 inch(1.6 5cro-onine,hardware cloth,or 5imilar material wi rh openri05 havino a lc,95t dirne mrn)minimurn and 1/4 inch(6.4 mm)maximum.Oponin65 in roof framing merrftr5 5hill conform to the 2x10 WATERTADLE roguircment5 of Scc�ion K602.1.5.Rcquired ventilation oponino5 5hall open directly to the,out5ide Li air. FF 2NP FLOOR Drawn By Sheet ARJ Exception:Attic ventilation�3hqll not be required when clotermincd not necc55ary�y the code officiii 12 due to atmo5pheric or climatic condir,&5- rLATE HEIGHT 7 FLATE HEIGHT Date 1-13-2016 R506.2 Minimum vent area. The minimum riot free ventilatinq area 51hall �c 1/150 of the area of the.vorited 5pacc. TOFOF PORCH Scale 11 1-011 1/4 = 1 Exception:The minimurn net free ventilation Area 5hqll be 1/�500 of the ventedspicc provided one or I F__-C more of she followine conditior5 oremet: 6x6 F.T. POST Plan WRAPPED 1-0 �.��St_�Sim�on-A 6x6 F.T.I'OST I 1.In Climate Zone5 6,7and 5,a C1,955 1 or 11 valpor retarder i5 n5tallod on the warm-m-winter bido of bxb WITH 1x TRIM the ceiling� WRAFPI PTO 2.At lea5t 40 percent and not more than 50 percent of the required voritilatine area i5 provided by CUSTOM 63 10XIC,W/Ix TFIM ventilator5 oca�cdl in the upper portion of-the ai�tic or rafter 5pqce.Upper vcntilatoi-5 5hall be PAIL AND WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE located no more than 5 feet(914 mm)�olow the ridoc or hi,3hc5t point of the 5pAcc,mca5urod FIVIXET DIMENSIONS.CONTRACTORS SHALL VERIFY AND BE KESFONSIE3LE vertically,with the�alance of the required ventilation provided�y cave or cornice,venr5.Whore the PESIGN FOP, DIMENSIONS AND CONDITIONS OF THEJO[3. location of wall or roof frimine mom�er5 conflict5 with the n5tab�ion of upper vontilator5, NORTHEAST F I OF\IPA DESIGN,INC.HERE�Y RESERVES ITS COMMON in5tallation rriore than 5 feet(914 rnni)�clow the ridge or hi&5t point of the 5pace 5hall be WOOP FASCIA LAW COFYPIGHTS AND OTHER COFYKIGHTS IN THESE PLANS AT PECK _' OT DESIGNS,AND IDEAS.THESE PLANS,DESIGNS,AND IDEAS ARE N Re,06.5 Vent and r5ulition clearance. �INISHEP FLOOR FINISHED FLOOR E3E 5E COPIED OF CHANGED IN ANY MANNEF Of�FORM WHATSOEVEF, NOR Al�E THEY TO 13E ASSIGNED TO ANY THIKP PAFTY free Wh-ore cave or cornice vcnt5arc in5t, d, n5ulation 5hall riot�locl<tho flow of air A minimum of -IF T oL3TAINING THE EXPRESS WRITTEN FERN/1159ION FROM J notween the n5ulationand the roof 5heathin�and at the 9 a ch(25 n1m)5pacc 5hall�c provide +1 NORTHEAST FLORIDA DESIGN,INC. loc.ation of the vent. t GRAPE GRAPE ye�ntllatiorl Kcquircj 6"DANPING(Tyr) 42"h WALL Vv/CAP 1x2"OVER 2AO DANPING HARD IE OR NICHIHA .......... .......... SFRAY FOAM ATTIC INSULATION - NO VENTING REOUREI) (TYF) LEFT SIPE ELEVATION SIPING(Tyr) 12627 San Jose Blvd Suite 702 Northeast Jacksonville, FL 32223 Flon'da Design,Inc 904.260.3319 NOTES 1. UNPER CA13. PLUG MOULPING IN KITCHEN 2. FKEWIRE SUMMER KITCHEN W1 VENTEP HOOP 3. TANKLESS GAS WH 4. OUTLET AT MUP 13ENCH 5. APPT'L OUTLET IN GARAGE 6. (5) RECESS LIGHTS AT FRONT PORCH ILO ———————— ———————————— —————— STANPAKP P_:CAT IN FWI)K 13ATH __jLL__j - ----- --- - 7. APPT'L LIGH1 OUTLET qp 6 �FOP,VENT FAN �5. RECESS LIGHT IN FWPR' 13ATH --OR 11 " ————— T—— —— —————— 14) 9 FREWIRE 9. RECESS LIGHT IN TOILET ROOM IN OWNERS (4-1- SUMMER E3ATH �ITCHEN W1 'ECESS LIGHTS IN OWNERS _BATH VFNTEP HOOP 10. (2) K 11. (2) APPT'L SCONSE LIGHTS IN OWNERS 13ATH W f'f G'�_=1 12, (4) RECESS LIGHTS IN FAMILY ROOM ON PIMMER SWITCH F/GF] 1,5. (2) FLOOR OUTLETS IN FAMILY ROOM, FIELP SLANP ON 14. (2) FENPANT LIGHTS OVER 10 Ic 4— WIJIDINN� PIMMER SWITCH QN5/ (D 15. PEPICATEI) OUTLET AT LANAI FOR VENT FAN PISFOSAL __LOOP LIGHTS AT P\EAF\' LAIR.SWITCH) 16. (2) P 13 L. I Gll�1 U --) 17, RECESS LIGHT IN 5ATH #2 C, FLOOR OUTLET Q) 'I I F ————,\—5——— 4 iD FIELD VERIFY 15. RECESS LIGHT IN 13ATH #5 LOCATION =@ --------- 19. (2) RECESS LIGHTS IN LOFT r G�l AQ) t x 1 0 0 + I L__ i i 0 01000 17- 0 3 C) C) ----- ---- L M/W [K77 0 CIKCUIT GF-1 7-< C) FLOOR OUTLET REVISIONS FIELP VERIFY <C� oil �_D LocATION 3p -- ------ LU —t- 01-177 (S) w 10 C, 01/ 1 1 1 1 UNDER CAD I I I I C, FLUG OULPING C . 1 8 PAN-IRY >_ JLIRE�F M cc� ____. K� 0 0 CA13. �__ < TO < U WF/GFI Lj__ TANr\LES5 DEL Ow GAS WH owl T] 0 s r I" woft A-% U ki v m I " E Go Go �4 8 GF1 L PqEWIRE_ 3VC OUTLET ------ Build With Con idence f F w w 7 L ��_J 1 G]:�[_-@ I I b= A/C 414 Old Hard Road, Suite 502 ------- COMP Fleming Island, Florida 32003 ELECTF\1CAL NOTES C SE RIF� LOCATE Office: (904) 264-6553 PANEL LL — — — — — — — — — — 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE 3OX TO Fax. (904)269-2729 AHU 0 DE: 12''AFF (GENERAL)-KITCHEN 44" AFF- DATHROOM �59"AFF(44"AFF WITH RAISED VANITY)- I AUNPRY IRRIGATION ROOM 36"AFF-- EXTERIOR WATER FROOF 12'' ALF TO 42''AFF -GARAGE GENERAL FURFOSE--44" AFF KITCHEN ISLAND OUTLETS MAXIMUM OF 12" 13ELOW COUNTER SURFACE 't 2. ALL TRIM PLATES&. DEVICES TO DE GANGED,WHERE FOSSIDLE. Lot 118 E _P -0 E� LECI \ICAL SWITCHES I E AT 42"CENTERLINE AE30VE FINISHED FLOOR. 4.ELECTRICAL FLAN 15 INTENDED FOP\ 131D PURPOSES ONLY. ALL WORK SHALL DE PONE IN STRICT ACCORDANCE WITH I-HE NATIONAL ELEC f RIC CODE, LATEST EDITION, DY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL DE RESFONSIDLE FOR THE INSTALLATION& SIZING OF ALL ELECTRICAL, WIRING& Atlantic Beach ACCESSORIES. F———— — 5. SMOKE AND CAKFON MONOXIDE DETECTORS SHALL [3E IN ACCORDANCE WITH 2014 FLORIDA 5UILDING Count ry Club COPE, SECTIONS R314 AND R315 (S) L—————J 6. IIKOVIPE AFC15 (ARC F/�ULT INTERRUPTERS)IN DWELLING UNIT- 13RANCH CIRCUIT LOCATIONS FER FE3CR E�5902,12 < T.GF15 (GROUND FAULT INTERRUFTERS)FOR WATER AREAS AND OUTDOOR CIRCUITS rER FF)Cl�E3902 �5.ALL PEF\MANENF INTERIOR LIGHTING IS 100% HIGH EFFICACY CFL/LED LAMFS PER F[3C EC R404.1 2nd FL90P\ ELECTKICAL FLAN Schofield Residence GF1 ELECTF\IC/�L LEGEND - -------- GD.O. G.P.O. Electrical Plans -(AFCI FKOTECTEP) 110 PUFLEX OUTLE1 CEILING MOUNTEP LIGHT 1716 Maritime Oak Drive HALF-SWITCHEP OUTLET FULL-CHAIN Atlantic Beach, Fl. 32233 @)c= GFI PUFLEX OUTLET WALL MOUNTEI) LIGHT (> --VV F G I WEATHER PROTECTED OUTLET (D RECESSEP LIGHT FIXTURE r77awnB7y Sheet APPTL OUTLET ARJ CEILING OUTLET (0) 51201-1-IGHT GH Date FIN 1-13-2016 F9 FLOOR OUTLET EXHAUST FAN W1 LIGHT Scale 1/411 I-Off 220 OUTLET EXHAU51- FAN of 14- St. Simon-A SPECIAL PURPOSE OUTLET [3—� FLUORESCENT FIXTURE 6 SWITCH CARRIAGE LIGHT 3-WAY SWITCH POU13LE FLOOP LIGHT WRITTEN PIMENSION5 SHALL HAVE FFECEPENCE OVERSCALE PIMENSIONS.CONTKACTORS SHALL VEP\IFY ANP 13E RESPONSOLE 4-WAYSWITCH PANEL L30X FOF,DIMENSIONS ANP CONDITIONS OF THE jO[3. NORTHEAST FLOKIPA PESIGN INC.HFF\E5Y F\E5ERVES ITS COMMON DIMMER SWITCH SMOKE PETECTOR LAW COPYRIGHTS AND OTI`1ER`COFYFIGHTS IN THESE FLANS, PESIGNS,ANP[PEAS.THESE FLANS,PESIGNS,ANP IPEA5 ARE NOT F3E 5E COPIEP OR CHANGED IN ANY MANNER OR FORM WHA-rSOEVER, TELEPHONE CAR13ON N/IONOXIPE PET. IST FL00F\ ELECTf�ICAL FLAN NOR ARE THEY TO 13E ASSIGNED TO ANY THIRP FAF\TYWITHOUT CADLE TV F111_\'ST 05TAINING THE EXPRESS WRITTEN FEFMISSION FROM NORTHEAST�-LOFIPA DESIGN,INC. FKEWIRE 13RACE CEILING FAN WITI-11 LIGHT ................ 12627 San Jose Blvd Suite 702 ortheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 NOTES INSTALL SHINGLES OVER FLANGE @ HEAD VALLEY SHINGLE INSTALLATION: FIBERGLASS SHINGLE INSTALL SHINGLES USING WEAVE METHOD OPT.PROVIDE LEAD VENT —ROOFING OVER 15#FELT BOOT WITH INTEGRAL FLANGE OVER 7/16"OSB OVER 1.EXTEND(1)FULL END SHINGLE MIN.12"PAST PRE-ENG WD RUSSES CENTER LINE OF VALLEY.SEE MANUF WRITTEN r- VENT STACK,SEE PLUMBING INSTRUCTION FOR ADDITIONAL INSTALLATION FOR SIZE&LOCATION INFORMATION 0 PREFORMED FLEXIBLE BOOT 2.DO NOT NAIL 6"MIN.FROM VALLEY CENTER LINE FLASHING W/INTEGRAL FLANG I I SET IN PLASTIC ROOF CEMEN� -------- TEMPORARILY FOLD-UP& CUT WEATHER BAR SECURE WEATHER fill ARRIrR @— RIER(OR TUCK FLAP 46A GLE UNDER)@ HEAD INSTALL FLANGE OVER I I SHINGLE @ BASE FIBERGLASS SHINGLE ROOFING OVER 15#FELT OVER 7/16"OSB OVER 7� PRE-ENG WD TRUSSES MODIFf D7CUT IN 24"WIDE METAL VALLEY WEATHER BARRIER 7 FLASHING OVER 15#FELT LINE OF WINDOW OPENIN FOLD WEATHER BARRIER IN AT JAMBS AND SILL MECHANICALLY FASTEN FANNED EDGE(CAP,NAILS, STAPLES)IFRE UIREDBY NOTES: FLASHING MANUFACTURER APPROVEDWEATHER INSTALL T WIDE UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH BARRIER OVER SHEATHING— SELF-ADHERING FLEXIBLE 6"TYP. MANUFACTURERS WRITTEN INSTRUCTIONS OVER WD STUD WALL MEMBRANE FLASHING @ SILL EXTEND FLASHING Up 2.APPLY ROOFING CEMENT OR SELF-ADHERING JAMES 6"MIN, FLASHING OVER FLANGE AT HEAD ONLY STEP 1 STEP 2 STEP 3 PLACE SHINGLES 3/8" VENT STACK FLASHING DETAIL VALLEY FLASHING DETAIL OVER EAVE&RAKE EDGES TO PROVIDE DRIP N.T.S. N.T.S. EDGE ALONG RAKES,CEMENT SHINGLES TO UNDERLAYMENT &EACH OTHER IN A 4"WID OF ASPHALT PLASTIC ROO FIBERGLASS SHINGLE ROOFING OVER CEMEN WALL SHEATHING UNDERLAYMENT NON-CORRODING STUCCOICV FINISH INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT HEAD MTL EAVE DRIP ASSEMBLY W/15#FELT GALVANIZED METAL OFF-RIDGE OVER APPROVED WEATHER TRIM 6"J"FROM END VENT WITH BAFFLE.SET IN BARRIER PLASTIC ROOF CEMENT OR CONTIAPP Y 3/6�NOM INSTALL WIDE OF FIRST SHINGLE LAP FELT AND WEATHER SEALANT SEALAN ATJAMBS&HEAD INSTALL WINDOW PLUMB, SELF-ADNERING— BARRIER OVER VINYL OR APPLY TO BACK OF- LEVEL&SQUARE PEF� ME BRANE FLASHING TRIM TABS FROM ALL WINDOW NAILING FLANGE IN MANU URERS WRITTEN OVERNAILING FLANGE @ LIN E STARTER COURS STUCCO STOP/WEEP SCREEN E.IPRE-PUNCH D INSTRUCTIONS JAMBS SHINGLES EXTEND 15#ROOFING FELT 7� HOLES OR$LOTS UPWALL7'MIN. INSTALL OFF-RIDGE STARTER COURSE - 5x5 METAL FLASHING OVER VENT FLANGE OVER 2� ROOFING FELT(NAIL TO SHINGLES AT BASE ROOF DECK NOT WALL 2 z z 7116"OSB OVER REVISIONS 21 7' SHEATHING) PRE-ENG WD EXTEND ME 11= FLASHING MIN CAP SHINGLE-DO NOT NAIL TRUSSES SILL FLEXIBLE FLASHING //—INSTALL WITH ROOF PLACE SHINGLES CLOSE CEMENT TOGETHER BUT DO NOT- SHINGLE ROOFING ALONG RAKES,CEMENT CROWD ROOFCEMEN NOTES: STEP 4 STEP 5 STEP 6 SHINGLES TO UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH &EACH OTHER IN A 4"WIDT MANUFACTURERS WRITTEN INSTRUCTIONS ROO OF ASPHALT PLASTIC OF _MEN CE NT 2.APPLY ROOFING CEMENT OR SELF-ADHERING FLASHING OVER FLANGE AT HEAD ONLY NON-CORRODING PLACE SHINGLES 3/8" FOLD WEATHER BARRIE MTL EAVE DRI OVER EAVE&RAKE R DOW &TAPE DIAGONAL EDGES TO PROVIDE DRIP INSTALL 4"WIDE CUT&ACROSS HEAD OF EDGE WALL FLASHING DETAIL STUCCO OFF-RIDGE VENT FLASHING DETAIL SELF_ADHF FLASR:IIG WINDOW MEMBRANE 11 NG N.T.& N.T.S. QVIERNAILING FLANGE HEAD EXTEND SELF-ADHERING FIRST COURSE MEMBRANE FLASH No V SEAL WINDOW FRAM TO MIN.BEYONDIJAMB INSIDE OF R. WITH FLASHING SEALANTATSIL ANDA MINIMUM Ir UP BOTH —JAMS TO FORM A BACK STUCCOICV FINISH NOTE: WALL SHEATHING —ASSEMBLY 1.WINDOW INSTALLATION& DAM.SEAL BALANCE OF FRAME WITH SEALANT OR FLASHING DETA LS ARE LOW-EXPANDING FOAM CONSISTENT WITH ASTM2112 (PROVIDE BACKER ROD LAP BARRIER OVER NAILING WHERE REQUIRED) SYN WD SIDING OVER METHOD A-1 EXCEPT FLANGE Fmvt E RSID"'k E APPROVED WEATHER SELF-ADHERING MEMBRANE 11-1/2"to 12-1/2" 11-1/2"to 12-1/2" BARRIER FLASHINGS ARE USED. VINYL DRIP/WEEP SCREED c--,hl to 1-1/2" 1.,to i-1--le-4 LAP WEATHER BARRIER OVER 2.IT IS THE INSTALLATION METAL FLASHING AND SECURE CONTRACTORS WITH STARTER STRIP 5"x5"METAL FLASHING RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL A 09. KICK-OUT PRODUCTS INCLUDING FLASHING(SEE i WEATHER BARRIER,SEALANT UP WALL 7"MIN. ELF-ADHERING FLASHIN EXTEND 15#ROOFING FELT DETAIL &S G MATERIALS USED DURING RJR CONSTRUCTION. INTERIOR VIEW 2 z 5x5 METAL FLASHING OVER z ROOFING FELT(NAIL TO ROOF I- E - EXTEND KICK-OUT 2" 3.INSTALL ALL MATERIALS PER STEP 7 STEP 8 STEP 9 21, �r DECK NOT WALL SHEATHING) MANUFACTURERS WRITTEN Build With Confidence SHINGLE NAILING BEYOND FASCIA "o') SPECIFICATIONS. CAP SHINGLE-DO NOT NAIL WARNING: SEALANT/FLASHINGS MAY INSTALL WITH ROOF CEMENT REACT ADVERSELY IF NOT 414 Old Hard Road, Suite 502 NGLE ROOFING COMPATIBLE. ROOFING DETAILS ROOFCEMEN FELT UNDERLAYMENT Fleming Island, Flonda 32003 N.T.S. SHINGLE ROOFING Office: (904) 264-6553 NOTE:DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, MTL DRIP EDGE FOR SLOPES BELOW 4:12,ALL ROOFING UNDERLAYMENT FASCIA ',KO 1OF Fax: (904)269-2729 SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED WATER BY THE SHINGLE MANUFACTURER FOR USE ON LOW TIGHT SEAL WINDOW FLASHING INSTALLATION DETAILS SLOPE ROOFING PROJECTS WALL FLASHING DETAIL - LAP SIDING WALL/KICKOUT FLASHING DETAIL N.T.S. N.T.S. N.T.S. Lot 118 Atla]*L-%Ltic Beach Cou-1nt.ry Club APPROVED EATHER BARRIER OVER VVD—— SHEATHING INSTALL DOOR PLUMB, Schofield Residence LEVEL&SQUARE PER MANUFACTURER WRITTEN LINE OF DOOR OPENING INSTRUCTIONS ROOFTRUS5E5 CUT WEATHER BARRIER FOLD WEATHER BARRIER..AND AROUNDJAMBS 2x4 OLOCKING FrOUIREP A�'FANEIL JOINF5 Flashing Details SET THRESHOLD IN BED 0 SEALANT APPLY SEALANT AT 1716 Maritime Oak Drive CORNERS&FRONT EDGE OF THRESHOLD Atlantic Beach, Fl. 32233 RA5E LAYER: TEP 2 STEP 3 b/6'PFN5GL,�55 FIREGUAFL)�_,HE AFHIN-, STEP 1 AT FACH WI I H(2)1+1 1 yf2i"W" PPYWAIL-'CPEWb A'LGINED NOTE:AT UNPROTECTED DOORS,BOTTOM N VEM 5 Np I AGE LAYEF. 5/6"PE N6G!A55,FIREGUAPI)SHEAI HING 114th OF JAMBS SHALL BE COMPOSITE,P.T. (0M`7rawnB Sheet OR OTHER DECAY RESISTANT MATERIAL y ARJ ATTA,04 P WITH 17F TYPT"G"PRYWAH 5CRLW5 @ VIO.G -OFFSE!jOIM-',IN�3A'L ANP FACE I AYER 2�` INSTALL 4'WIDE Date SELF-ADHERING MEMBRANE 1-13-2016 FLASHING OVERLAPPING DOOR FRAME 1/4' Scale Noil it 1-011 PL SIGN 131,5EP ON GA F R E N,1.FG 2602 1/4 = 1 EXTEND SELF-ADHERING of MEMBRANE FLASHING 1"MIN� MIN., INSTALL 4"WIDE BEYOND JAMS FLASHING Plan St. Simon-A SELF-ADHERING MEMBRANE FLASHING OVERLAPPING— DOOR FRAME 1/4" SECTION-(1)HOUR FIRE KATEP(UNDERSIDE ONLY)SOFFIT AS NEEPEP WHEP 'HANG FIOF,1`T HAN 2'FROM PRO E 1 _1� Ail ONI�AFFLIGAD His PE� J T 5FFARA1 ION PIbTANCE OF OVER IS I ESS'HAN'b p R'y E WRITTEN PIMENSIONS SHALL, HAVE FRECEPENCE OVER SCALE ALTERNATE: SEE DOOR DETAILS FOR PIMENSIONS.CONTRACTOFSSHALL VERIFY ANP DERESPONSIL31-E FINISHITRIM DETAILS FATEP SOY FIT A55EM�LES WHICH MEET FOF DIMENSIONS ANP CONDITIONS OF THE JOE3. UL 51 ANPARP5 FOP (1)HOUF, NORTHEAST FLOKIPA DESIGN,INC.HEREDY RESERVES ITS COMMON LAW COFYKIGHTS ANP OTHER COFYF\'IbHTS IN THESE FLANS, FIKE RATING ARE f2EFMITTEP STEP 4 STEP 5 PESIGNS,ANP IPEAS.THESE FLANS,DESIGNS,ANP IPEAS ARE NOT 3E 13E COFIEP OR CHANGEP IN ANY MANNER OR FORM WHATSOFVER, )rARTY WITHOLIT NOR ARE THEY TO 13E ASSIGNED TO ANY THRF FIRST 05TAINING THE EXFPESS WRITTEN FER MISSION FROM DOOR FLASHING INSTALLATION DETAILS NORTHEAST FLOKIPA PESIGN,INC. N.T.S, 12627 San Jose Blvd S uite 702 ....... ...... ............. .... ........... ortheast Jacksonville, FL 32223 1911, i Florida Des* Inc.i i 904.260.3319 IN I TE R L' G 0 0 NL F F CD LAv N G EMENT NGE OVER LE @ BASE DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEETINDEX NOTES 3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS DTT2Z (8)Y4"x 1 Y2"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN STUCCO AND DIRECTLY CS18/CS18 (9) 1 Od COMMON EACH END OF STRAP ST-3......... ............1 ST LEVEL STRUCTURAL FRAMING PLAN Florida Building and Residential Codes,5t�Edition(2014) MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d (NOTES 2,3) Y2"0 x 4 Y2"EMBED EPDXY OR SCREW ANCHOR ST-3A....................1 ST LEVEL ROOF FRAMING PLAN z ADHEIREDSTONE COMMON: 6"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD. 2x4 BLOCKING IS REQUIRED AT 1 ST-4_....................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) Code for Design Loads - (NOTE 6) UNSUPPORTED PANEL EDGES. HTT4 (18)0.162"x 2 Y2"IN STUDIBEAM/TRUSS, :,c ST-4A... ................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) ANSUASCE 7-10 x (NOTES 2,3) 5/8"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MTS12/MTS12 (7)10d x 1 Y2"EACH END Lu ST-5.......................TYPICAL WALL SECTION SHEET ROOF LOADING..............................................-Cci=1.25 _j (0 MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d ST-6......................SECTIONS AND DETAILS ALL OTHER VENEER COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2x4 BLOCKING is HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) TOP CHORD LIVE LOAD......................... .........20 PSF (NOTE 8) MS24/MSTA24 (9)10d COMMON EACH END >_ REQUIRED AT UNSUPPORTED PANEL EDGES. (NOTES 2,3) 5/8"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) TOP CHORD DEAD LOAD....................... .........7 PSF F- 3: C:) BOTTOM CHORD LIVE LOAD LEGEND N 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION HDQ8-SDS3 (20)SIDS Y4"x 3" SCREWS IN STUD GROUP (13) 10d COMMON EACH END OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL N ATTICS WITH LIMITED STORAGE....... ........20 PSF(PER FRC) - TILE ROOF M IN 15/32 7/8"DIA.x1 2"EMBED ANCHOR IN CONCRETE MS36/MSTA36 M ATTICS WITHOUT STORAGE............. ......... 10 PSF 0 z - (NOTE 7) PERPENDICULAR TO SUPPORTS W1 8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND ALTERNATIVE FOR THE APPLICATION SHOWN Lu - - (NON-CONCURRENT) CI (n 8"O.C. IN THE FIELD (38) 16d SINKERS INTO STUDS (11) 1 Od x 1 Y2"IN TRUSS/RAFTER LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL 0 LL_ w EOR ENGINEER OF RECORD 0 BOTTOM CHORD DEAD LOAD............... .........5 PSF I-_ MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH STHD14 HTS20/HTS20 C14 E 0 uj 0 SHINGLE AND METAL ROOF (WET EMBED) (11) 1 Od x 1 Y2"IN TOP PLATE AND/OIR STUD EW EACH WAY -6 0 2: LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING LO WIND LOADING.................................................Cd= 1.60 z (NOTE 9) SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. OSB ORIENTED STRAND BOARD T_ C: ASCE 7-10,3S GUST........................................130 MPH I LTT20B (10) 1 Od x 1 Y2"IN STUDS (5)8d x I Y2"IN TRUSS WSP WOOD STRUCTURAL PANEL 04 0 FLOOR DECK SHEATHING: 23/32"T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE (NOTE 2) Y2 x 6"EMBED EPDXY OR SCREW ANCHOR HA4/H2.5T (5)8d x I Y2"IN TOP PLATE SYP SOUTHERN YELLOW PINE (X� BASIC WIND SPEED (NOTE 5) FIELD. SPF SPIRUCE-PINE-FUR 0 EXPOSURE CATEGORY.................................. C (5) 1 Od x 1 Y2"IN TRUSS CONT CONTINUOUS 0) 0) BUILDING CATEGORY..................................... 11 PORCH CEILING BOARD SHEATHING: MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d ABU44 (12) 16d COMMON& %"x 7"DRILL&EPDXY HA8/H8 (5)1 Od x 1 Y2"IN PLATE O.C. ON CENTER I C: ENCLOSURE CLASSIFICATION...................... ENCLOSED COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 1q m INTERNAL PRESSURE COEFF........................ 0.18 7/ LSL 1.55E TIMBEIRSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, LINO. C14 E MIN OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W�8d COMMON: 3 C14 a) C&C DESIGN PRESSURES................. ............ (SEE TABLE 1) "SW"DESIGNATED SHEAR WALLS: ABU66 (12)16d COMMON& 5/8"x 7"DRILL&EPDXY TSP (9)10d x 1 Y2"IN STUD (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) 04 (NOTE 8) O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), (12"EMBED AT GARAGE DOOR RETURNS) (6)10d x 1 Y2"IN PLATE LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE CY) U_ 1 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). PSIL 2.OE PARRALLAM PSL ENGINEERED LUMBER, 3 1/2"WIDE, LINO. _j FLOOR LOADING................................... ..........Cd=1-00 HU48, HUC48, (14) 16d COMMON IN HEADER QTA QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS LL C4 TOP CHORD LIVE LOAD........................... ......40 PSF NOTES: HU28-2, HUC28-2 (6)10d COMMON IN BEAM SPH4/SPH6 (12) 10d x 1 Y2"IN STUD QTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS 1. FOR SHEATHING THICKNESS GREATER THAN 15/32"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING Uj TOP CHORD DEAD LOAD................................10 PSF SHANKNAILS. (0.148"x3"LONG). HU410, HUC410, QTG QUICKTIE E TABLE 6:UPLIFT ANCHORS _j QTO QUICKTI E ORANGE,SEE TABLE 6:UPLIFT ANCHORS 4-4 BOTTOM CHORD LIVE LOAD..........................0 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU210-2, (18) 16d COMMON IN HEADER DSP (6) 10d COMMON IN TOP PLATE GREEN,SE > BOTTOM CHORD DEAD LOAD...... .................5 PSF 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. (10) 10d COMMON IN BEAM (8)10d COMMON IN STUD/HEADER INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS z HUC210-2 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 0 W SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. (4)SDS Y4"x I Y2" SCREWS IN TRUSSIRAFTER QGT (18) 10d x 1Y2"IN TRUSS W/QUICK TIE UPLIFT ANCHOR CO HGAI OKT (4)SIDS Y4"x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM Cn -6 TOP-CHORD LIVE LOAD...............................� ..60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW TOP CHORD DEAD LOAD...............................� 10 PSF REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. (26)16d SINKER IN WALL FRAMING QGT2 (30) 16d x 1Y2"IN TRUSS W/QUICK TIE UPLIFT ANCHOR SPECIFICATIONS) BOTTOM CHORD LIVE LOAD...........................0 PSF 6. 15/32"32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL LGT3 BOTTOM CHORD DEAD LOAD........................5 PSF BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, (12)SIDS Y4"x 2 Y2"IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD BEAM cu MAXIMUM FLOOR TRUSS SPACING...............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE 7/16"24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER C) WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . NOTES: It DEFLECTION CRITERIA 7. '5/32"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALLOUT 13UPPORT TILE ROOF. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. 0 ROOF TRUSSES.............................................. LL1240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, '5/32"APA RATED OSB OR EQUAL MAY BE USED TO, 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): > TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES. STUD COLUMN KEYNOTE CALLOUT U) WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 51N LENGTH. e QTB=DTT2Z, LTT20B TIL MAX 1"UP TO 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGL E ROOF. SHOULD o QTG=HTT4 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS 40'SPAN ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE!ITRUCTURAL QTO= HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) TO MATCH WALL FRAMING SIZE AND GRADE, UNO. OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIOr S. 4. PR;DUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED 2 STUDS U) W 0 TL/240 ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. U) LU ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 0 TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACIN O.C.) 5. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. TL MAX 3/4" 6. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z i-- �5 BOTTOM OF STUD COLUMN CONNECTION NOTES 1,2,3 0 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN < WOOD I JOISTS............................................... LIL/480 BASE ANCHORS, CS16,AND MSTA FLAT STRAPS. OR QT-REQUIRED FROM TOP PLATE TO SLAB. TL/240 STU CO FINISH-L/360 FLEXIBLE FINISH-L/1120 TL MAX Y2" BEARING CONDITION WALL HEIGHT WALL HEKJ�HT TABLE 8: SPECIFIED SHEARWALLS e 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL z COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM 0 &STUD TYPE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT NOTES 1,2,3,4 2ND LEVEL TOP PLATE TO SLAB. NOTES: END STUDS TO TOP PLATE CONNECTION 1175ONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER 2x4 SPF STUD D FBC 1605.3.1.1. >_ SW TYPE CONNECTION HEADER STRAPPING KEYNOTE CALLOUT U) i 2x4 NO.2 SPF LO z 0 7 SW1,SW2, SW3,SW4 QTB/QTO Uj z 10 LL (2)2x4 NO.2 SPF x < . 0 TYPE OF STRAP CONNECTING HEADER TO JACK STUD L] 0 z x jr En 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. 1 MSTA24 :) 0 Z TABLE 1 : COMPONENT AND rl- 2x6 SPF STUD L;24±24 24 1 24 24 24 24 24 24 24 2. QTB/QTO MAY BE SUBSTITUTED W/(2)MSTA24/MS24,(2)H8, OR(2) 0 w �z I- w 0 DTT2Z KING/JACK GROUP BOTTOM CONNECTION 14, LL z Ll L3 0 _j - DSP. U) in 0 0 Z W 0 w 2x6 NO.2 SPF ')A ��24 24 24 24 24 9 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP m CLADDING DESIGN PRESSURES 24 24 24 r- _� >. 01 a z w J In J Z z 0 ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION, SHEET ST-5. *2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD < �- w w - 0 M < ff < D W L 2x4 SPF STUD (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) d - it x > C) w `- 0 13 1 GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. z Ld W W LU L Ln to - 0 a (L w _j a - 0 X WINDOWS AND DOORS 2x4 NO.2 SPF NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP m t- zi- >. wzI_ 0 Z of (2)ADDITIONAL WALL STUDS REQ. FOR QTO W 0 13 z F W _j m ZONE DESIGNATION U) z 13� O_ >. W W 0 z 1j E < 0 IL U, in i.- - w EFFECTIV END STUD GROUPS ULI < [3 LLI �- I W Z U_ 0 (2)2x4 NO.2 SPF < in U1 1: w WIND AREA IZ-Interior Zone(ps� EZ-End Zone(psfI 0 _j Li Ln 1w In 0 3 Lj 0 LL 2x6 SPF STUD 24 24 24 24 24. 24 24 1 24 24 24* HEADER FRAMING KEYNOTE CALLOUT z 7 �- �- a z w < ft2 SW TYPE NUMBER OF STUDS U) 0 0 1 0 z L 1 0 2 0- 0 0-20 +24.61 -26.70 +24.61 -32.95 Z W LL X < '�2�42 44 4 1 24 24 24 24 24 24 1 24 (2)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING a w w IL 7 W 2x6 NO.2 SPF 2 SWI,SW2,SW3 2 0� ft2 1 Lo 4 < 13 W W 21 -50 +23.42 -25.51 +23.42 -30.58 x W U Z 0 w z U, 0 Uj NOTES: sw# SW4 3 NUMBER OF JACK STUDS EACH SIDE OF OPENING z , x F_ El 0 �- 11 - 7 13 z _5 100 ft2 +22.01 -24.09 +22.01 -27.74 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON LLJ E = OW I- Z < w w LL ff 5 I PLAN. 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP SIZE OF HEADER(ALL HEADER TO BE NO.2 SYP U-1 w W Z X 4 W L] 0� L z 2 .56 11 2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. REQUIREMENT. w a < it w 2 F 5 Ej :3 0 - w Uj 101 -200 ft +20.91 -23.00 +20.91 -25 UNLESCZ,n�'1'SIGNATED AS WSP) z z Lj I IL a z z i z m z 3. (')STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BE (D 0 1 >- z< 0 - _ jIJ0m < w - DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4- END ZONE LOCATIONS. END STUDS CONNECTION(NOTES 5,6,7) NUMBER OF PLIES IN HEADER Z z 0 0 Z >- L M w 11 :3 � Z Z I VINYL SOFFIT MAX PRESSURE(pso +23.5 -30.74 Ui W w m z I z W W 1ST LEVEL 2ND LEVEL STRAPPING z 13 7 Ll - SW TYPE W � 15 0 W TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT _ z IJ HOLD DOWN (IF QT-NOT APPLICABLE) < L3 a GARAGE DOOR PRESSURE SEE FRAMING PLAN 0/ F- T z p z I, NOTES 1,2,3,4 swi QTB OR DTT2Z MS36/CS16/MSTA36 9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING Z Ll < - D X 0 7 W z ---7F-D TH PRESSURE TREATED LUMBER 11 111 - 0 w z m < �- _j I- T z 0 j - _71AM�ETER �LEN�G 111 11 SW2 QTGORHTT4 (2)MS36/CS16IMSTA36 NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 Cq I w < 0 m F 8d COMMON 0.131" 2-Y2" SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 PRESERVATIVE FASTENER TYPE -HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) LL SHEET NO.: rl M`STA24�� I sm 8d RINGSHANK 0.113" 2-3/8" SW4 HDQ8 (4)MS36/CS16/MSTA36 z 1 Od x 1-Y2" 0.148" 1 ACZA STANDARD CARBON STEEL DEPTH OF HEADER 0 ST-1 BOTT NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO) �z 10d 0.131" 3" SODIUM BORATE(NOTE 1) STAINLESS CONNECTORS AND OM PLATE ANCHOR SPACING�TE 7� < END ZONE KEY MAP 10d COMMON 0.148" 3" FASTENERS REQUIRED. SW TYPE MAX ANCHOR SPACING 0� STRUCTURAL PRE-ENGINEERED TRUSSES & I-JOISTS 0 END ZONE: END ZONES SHALL BE TAKEN 12d COMMON 0.148" M4" CONNECTORS MUST HAVE SWI,SW2 DIA. @ 24"O.C. OR Y2"DIA. @ 24"O.C. 0- PE IFICATIONS W-S-THE 1ST 4.0'PER IRC FIGURE R301.2(7) Z-MAX,G120 OR TRIPLE ZINC 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL O� 16d SINKER 0.148" 3-Y4" 11 ALL OTHER PT (NOTE 2) COATED FINISH. SW3 DIA. @ 16"O.C. OR Y2"DIA.@ 24"O.C. BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP 0 JOB NO,: 16d COMMON 0.162" _3�21 (INCLUDING ACQ& MCQ) ALL FASTENERS MUST BE HOT SW4 DIA. @ 12"O.C. OR Y2"DIA.@ 16"O.C. I DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD RS0256 DIPPED GALVANIZED. FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY < NOTES: NOTES: BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION is LO SUBDIVISION: I. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE COMPLETE. 0� 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS I. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION,SPACING, BEARING LOCATION 0 Atlantic Beach SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY WALL SEGMENT IS IDENTIFIED AS SWI,SW2,SW3,SW4, OR SWEI ON THE PLAN. _j F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE, LL. Country Club BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBONSTEEL FASTENERS. 3. SHEARWALLS INDICATED ON PLAN WITH WINDOWAND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT < 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GALVANIZED EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. - LOT NO.: A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USED IN CONTACT WITH PRESSURE 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. 4, TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE C) SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL, HOWEVER THISAPPLICATION MUST 5. 2ND LEVEL SW'S-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS z 118 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE:BARRIER BETWEEN e HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. SHOP DRAWINGS MAY BE DISREGARDED. >_ THE CONNECTOR AND THE WOOD MATERIAL. e 2ND LEVEL END STUDS TO MATCHING 1 ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. IST LEVEL STUD GROUP TO SLAB WITHHOLD 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. (D FLOOR PLAN: SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. DOWN. 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND 0 St. Simon-A SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN 6. DESIGNATED SWS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, LINO. CRITERIA,THIS SHEET. 0 TABLE 6: QUICK TIE CONNECTORS 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED RODIN EPCON G5 EPDXY,OR SIMPSON. SCRIEWIN Z DESIGNED: ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. NOTES 1,2,3,4,5 HEADER FRAMING DAD/JML LL-==F CONCRETE/ MIN. EDGE DISANCE CONCRETE AND FOUNDATION NOTES U-1 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8 O.C. F- REVIEWED: SYMBOL DESCRIPTION MASONRY TENSION CAPACITY EMBEDMENT MONOLITHIC SLAB CMU 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). STAGGERED. x 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: w DBM (_A� ONESTORY QTA(QUICK TIE AQUA) 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. 1 3 2 Y4" < REVISIONS DATE Y,"WIRE ROPE-"'STEEL STUD 23/4" 23/4" 910 LB. /4' 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP, 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W1 8d COMMON @ 3"O.C. 8 Xy"WAS 4 0 F [A] TWO STORY 2"x 2" 8 HER @ TOP PLT REENTRANT CORNERS. EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING MUST BE 1ST FLOOR (TYP T ENDZONE 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE EDGE NAILED TO CONTINUOUS PLY OF PLATE DESIGNATION 401\ QTB(QUICK TIE BLUE) 3 AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END F �D 3 2 Y4" j ONE STORY fg"WIRE ROPE-'"STEEL STUD 4"14" 1,527 LB. 14" F-0-1 TWO STORY 2Y4"x 2Y4"x Y8"WASHER @ TOP PLT SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL SECTION L-D] REQUESTED BY THE BUILDING OFFICIAL. SHEET)FROM TOP GF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING ONESTORY QTG(QUICK TIE GREEN) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR z WIRE ROPE "'STEEL STUD 4"14" 2,839 LB. 2 Y4" 2 3/4 7� EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): 2 TWO STORY 3"x 3"x 3/1,,"WASHER @ TOP PILT FRC 5TH EDITION(2014) TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT * HTS16W/(10) 10dx14/�"@16"O.C. LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE e MIN 18 GA. COIL STRAP WRAPPED OVER TOP PILT W/MIN(5) 10d x 1-�/2"INTO EACH SIDE OF HEADER OR 0 ONE STORY QTO(QUICK TIE ORANGE) ASSUMPTIONS. e FASTEN TRUSS DIRECTLY TO HEADER W/MTS OR HTS W/(14)10d x I-Y2"(OR EQUAL APPROVED BY EOR). U_j 5"WIRE ROPE_51,STEELSTUD 6" 6" 4,455 LB. 3" 3" 4. FASTEN ALL HEADERS TO KING STUDS WITH (3) 8d TOE NAILS PER SIDE. 16 8 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6' AND TWO STORY 3"x 3"x 3/16"WASHER @ TOP PILT SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. 1 1 1 z 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CUO) NOTES: CONDITION EXISTS. D 111111g�',i, 1. POWE IRS AC 100 TEAL OR GOLD E PDXY S HALL B E US ED FOR ALL QT ANCHORAGE. 10. TO CONTROL CRACKING, CUT V SAWCUTS IN THE SLAB IN A 15'xl5'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR TABLE 9: PLANK-ORIENTED HEADER REQUIREMENTS 0 2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. STUCCO FINISH-L1360 FLEXIBLE FINISH-UI80 I- 3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE, REFER TO 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM CONTINUOUS ROUGH OPENING WIDTH �z PEX TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, (NOTES 1,2) MAXIMUM 11' MAXIMUM 11, 4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: CONTACT THE ENGINEER OF RECORD. PLATE HEIGHT PLATE HEIGHT LL 9 EXTERIOR 2x4 WALLS: FRAMING NOTES w GREATER THAN 48"UP TO 75" (NOTE 3) (2)2x4 (2)2x4 < -QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBIL STUDS AT OPENINGS OR SHEATHING 0 SPLICES, NO ADDITIONAL STUDS ARE REQUIRED) 1. POWERS AC100 TEAL, GOLD, OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE ANCHORING. QUICK TIE CONNECTOR OR GREATER THAN 75"UP TO 111" (2)2x6* (3)2x4 STIR CTURAL -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS). THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE Yjr,"GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL z ENG ERINIG MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. GREATER THAN 111 SEE FLOOR PLAN SEE FLOOR PLAN (D * EXTERIOR 2x6 WALLS: THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. 0 -NO ADDITIONAL STUDS REQUIRED AT QTB/QTG LOCATIONS. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, LINO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE GREATER THAN 48"UP TO 75" (NOTE 3) (3)2x4 (2)2x4 U) -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS) RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. of 5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABLE. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE 0 GREATER THAN 75"UP TO 111" (2)2x6* (2)2x6- 0 2304.91. 0 GREATER THAN 111 SEE FLOOR PLAN SEE FLOOR PLAN 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. Lrj 4.0 FT' 5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO FOUNDATION WITH LIKE STUD PLIES. 1. PLANK HDR TO STUD GROUP W/MIN(6)10d TOE-NAILS, EACH END. 2ND FLOOR (TYP) ENDZONE 17.; FIDESIGNATION 6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 1 Od COMMON @ 8"O.C.STAGGERED. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. X, 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 'Tw�' 3. FOR OPENING WIDTHS LESS THAN 48",A SINGLE 2x-PLATE IS SUFFICIENT. 8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. 4. FOR PLATE HEIGHTSABOVE 11',SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. 'Murray, P.E. < ,_Perek;B 9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL 5. (-) HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. CDT E N G I N EERING P'.,E�Ko.'71457 STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. 02-01-2016 GENEF�AL FOUNDATION NOTES 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL 44'-7" AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 14'-6" 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL Cn FOUNDATION WORK MAY BE REQUIRED. 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN C:) — — — — — — — — — — — — — — — — -- - — — — — — — — — -- — — — — — — — — — — - ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. =C? SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. 0 LL F 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT 0 E CORNERS, SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET C%4 U? 6. SHOULD SITE FILL CONDITIONS ALLOW FOR SLAB AT GARAGE DOOR TO T_ Sim RETURN APPROX.TO EXISTING GRADE, IT IS ACCEPTABLE TO REFER TO 04 ca Cq 9 7 SIM FOUNDATION KEYNOTE"A", THIS SHEET,AND OMIT CONTINUOUS STEMWALL 0) 50 1 C0 FOOTING BELOW GRARAGE DOOR. CONTROL JOINT (CJ) NOTES: c1q E 1. TIMING N a) NOTE 3 LL L — — — — — -- 9 CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELIN _j U_ C\f THE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT. C:) — -- — — — — — — — — - -- e CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE Ld L0 ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. CD 2. DEPTH :t:! > _J z 2 THE CUT SHOULD BE AT LEAST I"DEEP, BUT NOT MORE THAN 1 Y4"DEEP. 0 U) 3. SEALING U) @ y Cn AD 16-2 11. THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC C) ry 2 14'-6" < ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. CU C FOUNDATION KEYNOTES: LU NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN I-_ 0 9 D IN 14- 0? 7- 7 8"x8"DEEP THICKENED EDGE zo co A W1(1)#4 CONT A 12"DEEP FTG W/#4 @ 12" EW 0 B UNDER BOX COLUMN, FTG TO BE C) PROJECTED MIN 6"AS SHOWN �e < A16"SQx12"DEEP FTG W1 0- (3)#4 EW z 1 6-3 2 4'-42 81-02 6-4' 8'-0" 0 A24"SQx20"DEEP FTG W1 (3)#4 EW D 30"SQx20"DEEP FTG W/ LID Ix It x 0 z 1 0 (4)#4 EW rl- W W < - 0 It 0. Ej 0 z a m F- — — — — — — T-1 < :3 01 0 W LL < Z U w �- 0 w 0 36"SQx20"DEEP FTG W/ - 0 i E3 Ej LO in 0 11 z 0 J (4)#4 EW Z 0 Ul 0 W [3 - - - - - - - - - - - - -- A zwj � Ejzzo 9 0 48"SQx24"DEEP FTG W/ z Uj 0 w w III III LL fn U) EL W _j 0 - [] m m t- a �- >_ w Z C) -IN 3 (5)#4 EW, T&B C/) IL Z P W _j m I? U) 0� 0 L W W 0 z L3 D 1I.- < LqIn7wmwI.- - ww C? w UI 0 m U E zo ILLI [] w �- TL Y W Z LL Z < W �- Ul _jx �- �- MZLU C/5 [3 IL 0 Z Z LL a- 0 7 —IN �- ZWL oXj - < M w IL T C, W :1 0 TYPICAL REINFORCING w In 0 - Z< 0 - � ' Uom � WA IL FF BAR SET AT MID DEPTH (D L9 Lo Z >_ LL W W I D � Z Z I t� Z z 0 m � - I_ �_ OF SLAB,TYP ALL w 0 < m z z w W _j Z 2 Lj :3 In U1 < RE-ENTRANT CORNERS 0 rj W � L9 _w In I.- r� W LL C�I z >- z F_ z p T — — — — — — — — — — - �_ 2: F- 2 :3 z w 0 w I.- w ZLI < E 00� 01 woz < 0 w LL LL- — — — — — — — - 13 I-_ 4--8" T-3" 6-6" z co 0 2 1 _j L LL SHEET NO.: HOUSE SLAB z 1 1 m 0 ST-2 L- - - - - - - - -- - - - - - - - -- - - I'_ I RE-ENTRANT CORNER DETAIL < F_ -1 w FOUNDATION (RECOMMENDED) 0 — — — — — — — — -- - — — I J L —,-:I(N- — — — — — - PLAN VIEW, DETAIL TYPICAL @ ALL PLAN C? RE-ENTRANT CORNERS 0 JOB NO.: 3 RS0256 2 < SUBDIVISION: L L F - - - - - - - - - - - - 9 co o Atlantic Beach L - - - - - - - - - - U_ Country Club T19 A 3 9 SEE SHEET ST-7 Ci Cil FOR LOT NO.: — — — -- — — — — — — — — — — FOUNDATION DETAILS z 118 - - - -- - - - - - - - - - - - - - FLOOR PLAN: 0 0 St. Simon-A —7 0 Z DESIGNED: 2 9 _17 ill 0 DAD/JML 6-511. T-31 1. 19'-3 T-51 w -10" 2 2 2 12' 2 REVIEWED: -IN w DBIVI 9 V-22" 9 F_ < REVISIONS DATE C? F_ f 9 2 NOTE 6 NOTE 6 w 9 L - - - - - - - - -- - - < J_ L z - _L- - - - - - - - - --J_ U) - - - - - -- - - - - - - - - - - n7 SIM F__ IN C9 F Sim '***7T/ IN PEIIX C14 7 7 SIM F__ 0? Z-0., 9'-3" V-13" 9'-3" 2-4- U_ < L — — — — — — — — — 9 T- - - ST CTURAL "NOTE >_ ENG EERING — — — — — -]BUILDER TO PROVIDE (D 0 STEPS TO GRADE PER ARCH PLANS 17-11 6--1 24'-11 J w 44'-7 of 11011 1 /4 blerek B. Murray, P.E. FOUNDATION PLAN No.71457 _ QT ENGINEERING P-E b�,701-'2016 MAMING KEYNOTE NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL FRAMING( A SHEET. SECTION ST-7 SW3 SW3 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: (y) C) 6x6 NO.2 SYP PT POST- A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM (2)TOTAL ......... O.C. CHORD TO SW DBL TOP PLATE W/1 Od @ 3 .................... x x "K K no .......... 0 B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR (2) 1 t4"x 11 Y4"LVL (2)2x4-1/ A DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. (3)1 3/4"�x 11 Y4"LVL NOTE 4—j F 0 U_ HUC210-2 0 NOTE 1 4. PORCH BEAM FRAMING NOTES 04 A. BEAM POCKET PORCH BEAMS AT TOP PILT ELEV. WSP HDR-��7 04 M NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 00 (j) WALL, TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT (2)2x12 s (2)2xl 2 WALL MUST BE CONT. FRAMED AS 2x8 TO MATCH VAULT ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. PORCH 0) CY) BEAM TO STUDS W/MS24, HTS20,OR MSTA24. SW3 E B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PILT ELEV. 04 2x8 PT PLATE ON TOP PERIMETER OF FRONT FND WALL; NOTE 4 NOTE 4 PORCH BEAM TO TOP PLT W/MS24, MTS 12,OR MSTA24. CV) LL ANCHOR W/Y2"0x6"EMBED ANCHOR BOLTS @ 48"O.C. W! .......... ........... C. POST DOWN PORCH BEAMS ABOVE TOP PILT ELEV. MIN(2)ANCHORS PER PLATE SEGMENT, PROVIDE U_ 6x6 NO.2 SYP PT POST CONT.FROM ANCHOR WITHIN 12"OF ALL PLATE BUTT JOINTS. PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR C) (2)2X12-2/3 PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR w LO ABOVE,(2)TOTAL (2)2x4-1/2 -NOTE7A NOTE7A _j MSTA24.STUDS TO TOP PLATE W/MS24,MTS 12,OR MSTA24. _J a) ANCHOR TO FIND . ....................... wf(3)2x�NO.2 SYP .............................. ................. �0 WALL W/ABU66 PLANK ORIENTED ........... _(A D. BEAM ATTACHED TO EXISTING FRAMING z _3j . ....... \f HEADER U) 2 ST ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ 0 LIDS U) co IMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. 2x10 NO.2 SYP PT JOISTS 17- S Cn QTA @ 16"O.C. . ......... ......... ... 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER < JOIST TO LEDGER W/LU210 TYPICAL WALL SECTION SHEET. RIP TO ESTABLISH SLOPE PER BUILDER C4 CU 0 (2)2x6-1/2 6. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED 2x10 NO.2 SYP PT LEDGER AT THIS SECTION ONLY ATTACH TO FACE OF CMU LU WALL W1(2)ROWS Y2"0 0 7. PLANK ORIENTED HEADER FRAMING O.C. WEDGE BOLTS @ 24' A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 3 STUDS STAGGERED < .......... ... ........ EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL ON ................... Uj QTG DETAIL SHEET. (3) 14"LVL-2 B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH ........... HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. 0 C. PLANK-ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT OF PLANE WIND LOAD. 8. FASTEN BOTTOM PLATE TO FLOOR DECK w/10d @ 3"O.C. z 0 (2)2x6-1/2 9. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION"SHEET ST-5 I- 173 A REAR PORCH FLOOR Frxt-%MING PLAN SW3 LO NOTE 2 't X 2 STUDS r- W W z 2 0 ...................... U) 4 Q� ............. EL Cj B D n z m to QTG 0 z) to 11 W LL 4 Z 0 - W �z I- w 't LL y Ll L3 Lo I n 0 -7 U] A w Ul a (2)2x6-1/1 Z W j J z z 0 >- EL W L Li w b W W w LL (n w W z w [L m a LU z 0 m EL z P W U) 1) _j SW3 C] EL W W 0 z U z w w F- m U) w Ll 03 E] U1 Lj IAJ NOTE 2 LU < C) w w W Z z z -j 0� it w .......... B 0 0- 11 Z LL a- C) 2 < Z Z Lj L C) X j S (D U) 2 STUD rA Z) 0 w w IL :3 EE W U Z w z w QTB m U w 0 W I.- z z 7 4 P a W F- z L3 < m LL1 131 LL w LJ Z _x < W z (2)2x10-2/1 LU Lj a w .......... z to W W Z z w IL a z Z _j z Z< C) Ll 0 119 < W > Z Z I L9 0 Z >- w I (2)2x6-112 A WA Z z w 0 < m z E< z < LLJ W _j W :] Ul W < L3 .......... NOTE 1 z 0 W w L9 1.- 2 W L3 >_z z m I L3 z p z 0 w z Ll Q 0� I LJ 0 Z 1 0 _j z L1 I'_ z 11 In Q U 0 ............... .................................. ................................... ................................... LL 2 STUDS 10 U) SHEET NO.: SW3 -T LO z 0 ST-3 3STUDS 2 QTG ICE NOTE 2 LLJ [Ad < rA) STRUCTURAL 0 FRAMING PLAN 0 JOB NO.: 3 STUDS 5 .......................... RS0256 < ul SUBDIVISION: A A (2)2x6-1/2� 0 Atlantic Beach U_ Country Club 2x10 NO.2 SYP PT LEDGER LOT NO.: ATTACH TO FACE C 118 WALL W1(2)ROWS Y2 z WEDGE BOLTS @ 24' O.C. )F CMU 6 - - - - - - - - - - - STAGGERED (D FLOOR PLAN: -2x10NO- SYPPTJOISTS SW3 0 St. Simon-A g 116"jO.C. JOIST TO LEDGER W/LU21 0 NOTE3 0 Z DESIGNED: 2x10 NO.2 SYP PT LEDGER, RIP70 Ec TABLISH SLOPE FA7 ATTACH TO FACE OF CMU PER BUIL)ER DAD/JML WALL W1(2)ROWS Y2" LLI WEDGE BOLTS @ 24" REVIEWED: S TAGGERED U) x - - - - - - - - DBM ... ....... 2xl 0 NO.2 SYP PT JOISTS (2)2x6-1/2 REVISIONS DATE @ 16"O.C. NOTE1 JOIST TO LEDGER W/LU210 t-0/2 WSP HDR RIP TO ESTABLISH SLOPE A PER BUILDER: ............... ................... WSP HDR-0/271 ............ ............ 0 LLI 2x8 PT PLATE ON TOP PERIMETER OF FRONT FND WALL; •6x6 NO.2 SYP PT__ (2)2x6-1/2 rA_� POST CONT.FROM ANCHOR w/Y2"0x6"EMBED ANCHOR BOLTS @ 48"O.C. NOT.El i (2)2xl 0-1/3 (2)2x < ...................................... .... ..... 10-1/3 ABOVE,(3)TOTAL MIN(2)ANCHORS PER PLATE SEGMENT, PROVIDE [A] z;;s z •ANCHOR TO FND .................... 17 ANCHOR WITHIN 12"OF ALL PLATE BUTT JOINTS. GARAGE DOOR DESIGN GARAGE DOOR DESIGN L D WALL W/ABU66 NOTE 4— SW3 �j WIND LOAD(PSF): L WIND LOAD(PSF)- 0 +21.68/-24.92 +21.68/-24.92 NOTE4 MAM �'(2)2xl 2 SYP P E FRONT PORCH FLOOR Frxr% ING PLAN G1 G4 (2)2xl 2 SYP 0 ST-6 ST-6 (2)2x12 SYP (2)2x1 2 SYP co S UCTURAL .................... NEERING ................................. ................................................... .............................................. 0 6x6 NO.2 SYP PT 0, POSTFROM ABOVE,(3)TOTAL LIJ x AT E3STt QT Nr NJOTE4 (2)2x (1 2 SY 0 171 A if 11011 FIRST LEVEL STRUCTUrN^L FRAMING PLAN 1 /4 Dprek B. M,U rrayj P.E. RE, No.71457 QT ENGINEERING 02-01-2016 _____ _-, �__ - � I - I I 1-1_-------�1-1_11-11 � -�____---�------------,-----________________,__,____ _------------____,______-"___- � � � - 44�5` , I-�--11-111-1 11.1 I-111-1.11111111111-1-.........�..._111111111111111111-I-----"-----,-_____--- - - - , __ -- -, __- ,, " ROOF FRAMING KEYNOTES � BEAM SCHEDULE : : i - - I - � - ,- I �- NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN � 1-1 I I- I� I 11 I I I I 11 I I I-,1.-I'll, I �.-...11�- - I� ..�.......11.11,1111, - 1-11. --.301" � � I'll 1.1-1-1.1-I,,.,,,,.111,�111.1��,��,��,,�,,�,�I"I'll",1-111111 I I I _.__ _ 1.111,111"" 14'4" : . I -_ BEAM NO. BEAM SIZE AND TYPE NOTES I (Bl_� 1. PRE-MAUNFACTURED SHEAR PANEL � ANGLE&LATERAL BRACES MAY BE OMITTED * INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON I - FROM GABLE BRACING DETAIL IF PORCH �ST-6) FRAMING PLAN � - SHEATHING DETAIL IS PROPERLY APPLIED 1______� A (_Bl_� 9 SHEAR PANEL TO SW DBL TOP PLT W/1 Od @ 3"O.C. i B01 (2) 18"LVL NOTE 1 FRAMING 9 FLOOR DECK TO SHEAR PANEL W/10d @ 3"O�C. (n ; SECTION ST-7 ��-6 m 0 .1.11.111111.1.1111111111-1 11 I--��-I-�-1-11-1-1-.....11-1-1111111...111- I I I.1� .1 I I'll,11-1 1.11..... I'll, --1-1.11.1.111 I'll,-1 I'�,.��,,�,�1.11��,��,,��,��'ll'.1��,��'ll""I'lI "I'll'', ......-l-..."I'll,...11.1.1.11........................................1.I-1-11 I.I.-11 I'll,11.1.I 11 I 11 I 11 I . 2. TYPICAL BEARING BLOCK -.11......I.....�..........1.11 I 11 ........................1-1-1-_1� --.1-11-1.1..........................1-1...-1- � -- ��,� , i I IN . i : I a) : I i : I a I m . BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH C\j i I I I q . � . I B02 (2) 18"LVL NOTE I � - . : I I DIMENSION OF TRUSS MEMBER. Cy') . . . I . I . i . I I 1. � -11-1111 .:_.,�: ---- ........11,1111''...-...-111-11--11-11.......... - ----. : i : GE01 � I I�:��::_�_ _:_...: _,,,�,,��.��...... ___: .... .......�.....�.............�....____ --- :: "ii (SE02 � I I - - __ ,-- " " � , , - - , � ..,� __11-1- - _ 1 _1 -_____ , , � 'j, ____ � I ! --- _____._ - �.... __-------------- - _ , , . t .....�.....�....- � �, -_ � ��_ -� _��' . C 3" � ,-,,,-,z_=..................=.........�.........= __ __ ._........ _.1-� ...�:... ,::: �, : I , ............�...�...........- ___.-...__...., - . s ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS _j . f p�::zz.::_=z:�:� . -...:.::.....::.:.:.:...�......:.......:.::. _ : 4 ": I .................-......�......................................____...�....................................... - _____--l-A -111-1-1-1.1-1-1- - , 1--11 I.....1111-�1-111--1:1::� ::F:I : I ...__........_..................11.1111,f-1-111.---.11-.....-....-..................-......_ ......�.......___......-----1 . . I I ; ......... . . GE03 . I I . p . : q ; � . . . I ; i . BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 0 . . I ;PB01 . I :-� I LL ; I : � ; . I i . � � : . . i I . : . . m I j i I I I : ; i . � � : � . 11 I I . . . . . : I I I I . 0 : � . t i . . I I . . . . I i : . : � � . I i . ; . . - B03 (2) 18"LVL NOTE 1 . � . . E . � : I : 1 11 . - . . I . I . N . � . � i i I i I I 19 . . . -0 . � i : i I PB01 � . � . . � . . . . . : . j I . . . ; . � q I � . i I � I � �:� . r __...� ��...-....__....................�_,-"I'll"", ,:: � -1-1.1-11-1.11-1-I - - �.... ,, ," """"',__A_zn�-1-1-1-� - . i i 11 : I ---l-.--......I...I... -��..�'..��1.11.11.�.��,��.1l""�',- ,---1.-- �_._......I....4.._-.-_-J__...__.. - - - - -- - " i I T��...i , i " 1-::1 71�:::�U � 3. LEDGER FRAMING NOTES: LID i � � . ; I . i I -1-1-1..................-1-1-111 ��.��..�..��..��'..�.��.�.�..�,.��....__________= ......*T_*.'n.�_'�,_...-.......�..................�.........- . 1 : I . i C i I .... � I-...-....... � � .....��,�,��.��,��.��.��.�...__.........�...---4--�I-- �� 111.1......-1-�[ . I , , I T10 9 FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT I- . 1 � . . I i i ; . . i + I I . i ; � q i . I � i � i � � ; I I : N M i i 4 I � . i I I I T I i . . j : q � I : 9 j I � I EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX i i j I I I � I i I � : i I i � I !? i . :i 0 . i i � � . � i q I BEAM SCHEDULE NOTES : i i . � I I � (X� i i i � . � I I � : U) , � i "O.C. SPACING) i 4 � q I . : t I . q I in I . I z 24 i i i � i ; I . ; I � I Il- i i � f . i I .PB01 � � I . I � . 1.-FASTEN EACH PLY W/(3)ROWS 10d @ 12"O.C. STAGGERED. : I i I i : : I-V i : i 1 I --.11-1 -......�... ........ , . : i ___._.._.._._ I---111.I'��ll,��,�,�,��,��,,�,�'ll"��,��.....�....._..._1 I -1 -1 - -I--I 1-1-1� --_-I - -- , � I 0 - -= .........� 1-....-........... -il....il................�........... - � , , " :::::.::::,::::::::::4.::::�:::-:�,�:,,��'. � . 9 ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED . . i : ___ __ � ...............-................. -........-1...1:-:.:.....I...................I..........I......�...............:..... .........==..... . ... . ...................�....�..................:�� : . � . : 2. FASTEN EACH PLY W/(3) ROWS 10d @ 6"O.C.STAGGERED. r &I i L _� ___ = - ..........: � __...-...._.=_....._ ___ . f I + . . I I . T10 . 0) 0) : . ; I ; I . . : . I : ; i . : : � I . : j . I . : I i j i . . I I : LOCATIONS ON PLAN i I : I . � : I I I . . . I C . . � t . : I . : I : � I i . I . . : . : � . I � I . t i t . I . I j 1 3. FASTEN PLIES W/(2)ROWS Y2"DIA.THRU BOLT W1 NUT AND . p i . � : '? , . I * SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER It : ! . . � t . p . r I : : . I � ; i : � I p . . . i ; ; I i i ! ; I . . � � I . . . : ; WASHER @ 16"O.C.STAGGERED. PROVIDE 2"EDGE DISTANCE. : i . . i i � I b$ I PB01 � E : : � . . : ; . . . . i . i � t ; i . � . j � I i i PROTECTION AGAINST CORROSION t � I . : I : I i � . � � : I : . : i . 111-11-:1 -:", _::_:_:...:..:::.:�..._:_,....�......______- - I a) i � � -11�I I � ��.�,��.�..�.��..�..�,�,�,�,��,��,��,��......- �ll,�,�,�ll,�ll,�.I."��1.1�.�,�l"..I...-......��............ = - :,: :,:: ,.:#,::. ___A.......=--.--.-.-....-..-....._..._..... __..............=� ..=__.......____...__', T10 � 0 C\j ; � I....................--11--I--.................................___.........._=...-...__.______...._=__ - __............_ � -------.1..........�....................I.................�..............�.....1.1-1.........=................ I "."',_ -...........--.1.----- I--,...I............-_11-1.11.1.1.11 I",...-....I.., .1 . � � . . � I . . : IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK I I � � C\1 : f . I : . : I I ; i . . : I . . : � : : ; � I ; . ! I i : LL ; . . i � i I � � ; : . . CY) I i . : � I I . . I � I i I I : : I LEDGERS SHALL BE SECURE TO WALL FRAMING WITH . I � . � � I . r : . � i . ! : . . I i . : 1 4 . � I I . . � NOTE 61 : : I I WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT i . � �: r i : I A- I � . � i . ' : I I I . . � : .t i 1 : cNi � ; . I . i i I I � . : I � I � PB01 . 11 I I I � . : , I . I q Li- . TYP ALL : . a) ; � 11-1.. v LY. I I ; . I i 11 I-..I�-1-1-1-1- . . I I . I � , , i - - ............- I � I --11- ��z::��:".��,��,�. .".�.....�.......�....��.��,.��,��.��.��.��,�,��.�� _ ____- , =.._ �_ . FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ON C) . - I � f . I � . i ' :.... -11.............I...11 11-1.1. �I...1...-I I-I-..............I........1.1.1111.1111, -I I I-�. -�...�.........-I.....I...........�.................p..................'', ,� � ... I T1Q I �,.....................__-".�::�::::::::::::::::::::::�� __....�......I........... 11 ______..._.............11-11-1-1 11111- I �......�.............�.....I..........--111.1-1................11-.11....I.......�....-..... ....�.......---_.__._1 ....::� �........ .......... 11 I I..,I 11111.1-11111I.- . ............................�i�.�, i i LOCATIONS � I I i ! I , 1 ,- . i � I i -11-1---.111-11-1-------------__,"��--------_,_,__i,___-__ I � I I,,-,,,,,,,,1-1-1111-1 I I :1 ----I'll-,___l-----: : i . I � ---- -- -----..,.,�-�,��---,-''--",-"----------�-�-----------------------�__......-...... � I . � . LU LO � � I � i . ; � 1 : q ; ; I I I i . I I � : � 2 � I I � : � . ; � � . i I 11 I i ; . _j i I � _ : . i � ROOF FRAMING LEDGER: � : I I . i : I I . I 1 1 � : I � A : I . � � i a) : : I ; 2 1 : : : i _j : I ; I I ; i � _J_ I . t : t i i ; ) . i 2x6....................(4) 12d COMMON _4" � � � I �0 � . ; :PB01 I : : : : � i � : � : i ; t : I > '5 � � I ; I I .:::_::::��_ : � I : � � =___....____ == � � : : : :� ........"I'll" - �------1-1-I--I....�..........I'=___..------+1-1====� � : 2x8....................(6)12d COMMON I e..... - �........................... :,= - � 1:1 I � - -_---.........- -�...I-...I....................... .................1.1111.1-1. """;.........�..........- __....-......-.......�....__.__--�.1��-��--____...____I I.I..,.�.��,.��..�.��.�.��..-�--��-��- -- . . I : I . � i . � � 4 . z i -....i=....==�_=.....'...... -...__I-- .......�...........::11-'n,,_:, ... � : .T1 1: . � � U) 1 � � � . i . I I . I I .� i . I U) i � : I � U) : . I : ,� . � . 2xl 0..................(8)12d COMMON , . j ! i . : . . i . . . j I ; =) : � . 0 1 : � i � I . : . I . I i � ; � � . . . : . � I � . � � q . i � � Of . f q . � I : . . I . I � . ; 2x12..................(10)12d COMMON : � . I : : I . . I . W I . . � f � . I L . I � ; L . : i � q � � 1 PB01 . �� I I : � I_ i � t I . : i : � I � I : L I I . Cn -6 : � � _...I.....1.....11.1.11,17- � I I � . I : . . � ! ;.......................- =...-......�..........= - -=.............�................. 0-...�........................=4,_____ -........._2............�.�--�,��,�......i.,.�.�,��,��...,..�.11�.....I...11-..................................,�.=.......�.............i::::::::::::::::::::::::::::!::::::::::::::::::::::::::::::: : ::: ::::::-:::::::::��11.1,1111.11,11�ll.�.I..''�,�,,��,,��'ll"'I.,...,......."..-...............�.................�.........................�..................................�..... ...� i ; I . I I �_ 1.�,�.�.,��.��+��.��,��+�+�.......-....-...................�...........................-...........-.......................�.....-........ � I � __......____ . := ,��,��,��.�-,��-��-,��,�-��,��-�-��-�,�I , . ...____ _rl� i r i I I � � I : T11 I 0 fl� . . i � � . I FL � : � I . : : OOR FRAMING LEDGER(W/14MLSX ! . � i I � � t 4 4 i � � : ; i � I i � < I � : : < " � i : i F : . i : i I I ; . I . --*) I . i � � LU ; � i PT 2x6....�...........(3) 16d COMMON -a i I � : . i �b . : : I : I i � i ; t : � N . . . : : i ; I . . . L_ ; : � t ! I . i . . - . . . . i i I . . . PT 2x8......�......._(5) 16d COMMON ; i j @) : i I j ; i . . . I r i . .PB01 : I . I A % cc : i : : � I i . i � . (N : . ; � C14 . I I I . i : �J,I 1.1-11-11........I.....I.....,11 11�I I I I-.1...........-1111-1- �,.��..�111.1.11,11.1.1.1.111,'ll""�'ll'I , , i .."...1.1.11...I..........-.....�...�..................,...........::�:::::::::::::�...4, . .1-1-1 - �--__-.1-1.1-1.1111..........-.......1-11.1-.....�,4..'��,,��,��,�,��,�� __ �� I �11111 � � I I �I I-1.111111-1-11-11-1-�I� � .111-1...I ,,.:...........1.��'ll,�,,��ll,��,�11.11,11,........�........,.....I--.....I.."........�...�....1-1.1-1-1-...1-.11 .. ........ , I PT 2x10..............(7) 16d COMMON : t ....._4.........................11 -�---l-...............I.......I.."."'',...............�.....-..._ - . ...................--X-111,_.- -�...........I.., - 11........�.....-.............-.................................................... , - - , + � 11 q 0 . : � ; I : : I � � q %V f i ,1- ; . . I ; � I I : � I . � z . i : I 1 i PT 2xl 2..............(9)16d COMMON : . W � . . � q i F_ ; : i � � . : ; I : j i I i -a I I . . I : e . I I ! ; I � : � i I � 7777v . . r � 2 j � NOTE 6, : . : q ; 4 1 w � : i . . � � I . i . ; i : . I I . � . . : . t j : i i : : : . � j i ! ! I . . I �_ . � I : . . t . i i ! . 2 pB01 i , � TYP ALL I FLOOR FRAMING LEDGER(W/SCREWS): � I : : j : . 2 1 : . I � : I , 0 � . . � ! I - , . I ; ; I ........... . - I I I I I i:,_*...... i ..:�.�::::,::::::::7�.::�l.�.�.��..,.��,��...____.........................�.....__...�...__...___....____....._�__-__--- __�.......--..... . , . I =11.1.=_11.111.11 .1.......�.....1.11-1111111111 I 1-11-1.11-1-1...�...........11..........11.1.1-11.1111-111.1.1._111-111.11-1.-��I- �I . � i - �.n � - �: =.......==.==......�...� I ::) > I ; i , ____.______- �-_..__-1---- ..........11-11---- =---I.- __= � I - ...___,_ �- -1.1-�-� �I—+�� ---1 I-- ------1...-1-.....-11--l- . : . � q I ------- ��I-I I--l-...�..............=...... , --___..._____ - ....................-...�.....-...I...�......... T11 LOCATIONS ..(3)Y4"x 4-Y2"LONG#1 4 WOOD SCREWS - __ - =W��11 i _ ............ I i i q i . I PT 2x6.............. q � �z I � . i . I U) 0 't i ��!' , =�,=,,=��.��-�-�1--�:-,--�-��-�=- i � I I . i . I I I : 90 � . 2 i t : i : � i I . : � PT 2x8................(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS Ir- . j . . � : : : t : I-_ � � � I . I ;_ � : - - - . -7- j : : I : : I : : : B01 : . I . I j . 7 PT2x10..............(7)Y4"X 4-Y2"LONG#14 WOOD SCREWS w Nt j I � . : . � i �L(2)HTS20 � PB01 ' . �41 � i � � I i . 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OVERFRAMING NOTES v i � I . . ; I : I . ii . . ; j _'== --........:.......___...-.1.1111 . . i � I : � � --- -_ I �___'_��,,,�______ � - __- _____-_---- -_ - ____--_-_--__=.......- I * ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. w : I __ _ i � iI I ---------- -----------_ .1 _____ �--��-"�,�,�,----",.----"-,�-�-""---i- --------T I— -------- - , . .....=_1 .i : i � .....�....--.11111.1111....111. _ I I I I-11�1.11 I - ----_-----_--_----� __ ...........�................................ , I I��---1-11.1111................"Ill.,�-I 1.1.111,1-1-1.�.....__�.......-1111I.- -....___....�........___.....__............................. .... .1 � 1. 1.I I T12: i :,��!, �r f_� = . � . i . . j . . : I I . I i i - -�- I j 4 m T I < - �--11-1-I-11111.1111 I I I 11 . ____ * ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. � i i F01 � i� , 11 2x10 NO.2 SYP LEDGER, j I ii I-I'll.-1.11 � � �_�A-......�......�...�....�.....�, . � i : I I . � p : � . 4 i . � . � � : 0- 4 . � . � ; I : I . 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I : : I : . : I � . <11) cj� � . i . t�[ U414 . PB01 . . JOB NO.: . i . N: I I . . i . .1 . . i 7. CONVENTIONAL FRAMING NOTES . . � � t . I . I � i i 0 � I � . : i I I C31 I C14 . I :_______='....-. -,..............I-I"I'll,I--_-_ �:__:___� � . i . I I ___== 11 - � - --- - _____� __._.___-__, I : . t t . I : _-_�--- -�, :�- =.-..................................11...1-11-11-111�:...11-1-1.1.11 �_1�-I I��I .� .-I __ -==. ...... I = i�L!T 1 5: 1 i . j ; ; I i i ; * SEE"OVERFRAMING NOTES"ON ROOF FRAMING PLAN FOR I � : ; I i I : 1 � i � . I . i ; r : : : i � : i ; I � . q t 1 : . i j : I Cal . F03 I � 0 RS0256 . j : : : -F . : I r I � � . . ________,_ 11-fil-----I----- � , 11 � � I : i I : ; I I ; �-,-< ,=_11------,_." ___ i" H11 U'26 : :,: : . j . : L SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE < � : -_�- _...�� ?,� I I . ; i � ; I � . I . : p I : � : � � . I . ; . . ; � i i . � USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. 0 I I : i,�� U414 . PB01 I i � I j i . � i I . � p : iii I . ; I : - ; i . : - SUBDIVISION: . i . . . j : 4 j : ...._ ___.... i . 5 . � N I j _..,,",,,"", : _ e ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. cj� ...........�..._ _, ______ _______1________1 - :":,.=,::.:=��,�,-��-�,-''-,�.........., �__ -111______11__-_1111----,.:,:--__ -, - . ; j �: � - -- - ____ _11 . � I i . ; 11-1.1--.....-.1....�..............I..........-.....I...I..,....111.11.11.................."I"..",- � .......1........... � 11 � -� I I 11.1-.........�........--l-I- � �� I" ;T1 5: . : � . � r i �1! t I ==_ . I . � � - I � I I . I � I t Atlantic Beach . : I i I - -1-1 11 I 11.1 11-1 11-1111-1-I�- I I ��1-1....1.1.111-- i"...1-1-11-1111 ; . i : 9 ALL UNSPECIFIED RIDGES ARE CONSIDERED NON 0 1 1 :11 : . ; � � I j , 11 i�. .... : I ! I I -1"...",I'll,I-.111-11-111-1111-- --I I I- .I...1.11.1. ......-..... : : I � . _j . � , - ---------,__ i I STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE U_ . .11 1-1-1-1-1� "I't HTU26 . � i ___ �_ � _ 1-: . � : I I . i . I I I z I � ; . : � ��`7 - 'L ____ I Country . � � . . � : 5 � � t . � Club . � : , , F04 PB01 I ! : SUPPORTING STUDS OR UPLIFT CONNECTORS. . � : ; .. : � I � : j ; I . t I I ; t . I � `�,`��.. I : � L ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN . I . : � - - = -=- : ;T1 5 I . 011 1.1-1-1-1-1-11-1- ......1:1:11 ____ ,._,__,__,__,_____ --- ; < : . � : � I I . � ; - I '....- _ .�:7.:�:��-��:��.:::..7.=,-..�,-, a I � I � ; ; .:__.=______--- ::._:_-L::: � -- -- ---------- -_-_--.11 11 11 I I - -_:...=......:... � : I : : - I�11 I'll,-I I I�I� I I I I .. ....::_ :� ::�� ..: I � i ; : I : � i I i ! � : ; ; . - . � t � : t - LOT NO.: i � ; I p i . : � 11� _____--- t ; : ! p : I � . : � : . 0 . � : � �-��,,��_"-_�-_-,,-.-�---__�,"�,:1--l-_-T- HTU26 �, I � . I SUPPORTED RAFTERS. I � I � : � � � I I : : � ; t � : . . . . 0 . . ; i : 5 : : I : \ . 118 i : � i : � . . . FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RATER TO RAFTER z . j : t � I : : I . ; � : : i . . - i . i : F04 ZN \ . . . . I i : � I . . . . i i i j 7 . WHERE APPLICABLE W/MIN(6)10d i . � . �_-_-- ____ -11_11-1--l-11--__--1-11-1-- ------1--__,_________ ___,____ � I __ ,-,---,-----,-,.-----�-,�-�--�--��,-�-,-��,�,-,�,�--- _ - 1-1-1 � \1-1 __ ---,---__ ,__-,.- �_--.1 I 11--1---------__---- __ � - ` I . ; I . i . i i 5 -------- I I - 11 �111.11....I'll, 1.-\,� �� ... _ � , � . I -11 . ........:.:..::.....:::..:::__.:,-_::-_=iz_,T 1 6 . >_ . __ t 1 1 1 1 . . ! . . �_ _____ --------__-- - - - ---------------- ------- __ �� I . I q 0 . I I . . . . � t � I I . � : I . I REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: 0 FLOOR PLAN: . � : � I . I I . . I . . . � , . . T . . � F05 ��t,---------,----,-,==�----�,7- -�---=-----�----,�-,==---=-------==,-=---,,,,,��-=--�--I--�-:,=-�--------=---,:: HTU26 I I . . . � I I ; . � t : �, I . . . i I i . . I : � i :. . . . I � j I I . I � I RAFTERS 0 St. Simon-A � � � 4 � : I . I I � � � f ; I I . _j : I ; ; ; I I . I ; f . I . . 2X6 RAFTERS: (1)H2.5T TO TOP PLATE, (6) 12d COMMON I i . � N I � -_:\_ ,_.,- ,, "_��: - 11�-"II I � � - 11 I 0 ! I � 111. -111------- - � I—= - _-.1--1......-..-.-.-- -:.- :---,. �-=,r�-. : .. I - � 11- "" I�I I ---1-------1---11."I'll--"I'll,I I 11 I I I i . i - . : I . . i . i i I . I . T15 . . I I � i : r i I . : : . TOENAILS TO RIDGENALLEY. Z DESIGNED: ; i . . i I . i \ ; . . i I ----I,- __-------�---------____, : : � � I . : : i , HTU26 \ I . : : I _17 I i " ..................�...I . t : : I i F05 ,.,�--,--r- ��-= �--�.-�:------ ,--�--i,=--------------_ --�,",�-_-,-_y�,-��---------X1__-___1___-1__4-��---_____ I , . : : -1 2x8 RAFTERS: (1)H2.5T TO TOP PLATE, (8) 12d COMMON : I i I 1, . : : i , 7 ! : i . DAD/JML I I 4 . : : - � . i I :. -,, . : � : 0 : . i 1, . : : t - TOENAILS TO RIDGEIVALLEY. 0 ! . � . I . I : � �. . : N 1 7 1 1 i . i I \ z I tN w I � -11-- -111 � .: I � -�-_-__...�.........�.....____........ - .............................. "I'll.-- ___ 2 �T17 [- REVIEWED: � : : I : . . 1_.1..._1 11.1 =_ =____ __........=... :_._..=.-=w 'OMMON : . I-- ,�.��,��...��.�.�,��.,�.�'ll,�,�� . 2xl 0 RAFTERS: (1)H2.5T TO TOP PLATE, (1 0)12d C � i j ! i I . : t I I I i I 0-i I . . � I I i : r , i . . I q i - : . i TOENAILS TO RIDGEIVALLEY. i I : I I I i F05 p-,-,--:_�-,�._....._�_== -__ -��,,-,i,,�,,,,:-----=----�l,,�-==== :-,:- --_-x-----_-_=,-_=_--_�:_,-r_-__-_ - -, - , _��,:,111, HTU2& I . I x � � : I � I � ! q � I'll. : I : . . . : I � I . I , . . I DBIVI : q I : w I I r . � 1 . . . . I . : ; i : . I : � -1 �, : : I I i . I , I . i . 4 CEILING JOISTS I . . i I . . : I i � � N - , -"-==----:_:_________:4 � i � - . iI�I--.................................... 11 - �I .......................I...-.1-1-1--1�- � �.-� �- - �� I I� I�- .- i � i : � --,--�----�-�-��-��-11��,�-111--l'-��-------------I'll.- _...�-,"__......�.....-�......�..........�......".,"__--_,_,_____,_1.1.._,,111.1 I\.- -,__",, ,,'' .......11 I--11 11 I . . . i . r � f �...� __ - _,.-, ----- T18 . ! : � I I \ . i < i � � � . . 2x JOIST: (3) 1 Od COMMON TOENAILS TO TOP REVISIONS DATE . � t : . . I � : , t , _ \ . . . . : I i , ....................-, . ......... - . . t . � : - - �, -- 1 HTU26 , t : I PLT/RAFTERS. ! F05 Ll'-:�7__.-......=....."'' _____� , ,�..........................................11 1-1. I ,�,............�,,."'__ _::...�...�.....A............................1, - :� :_..�....I.."... 1'� � � I I ! . I :,I�z ; : . I z �:z I : : . I : : i " . � : � : �:: i\ z : � . i : �.: I . . TJI CLG.JOIST: (3)10d COMMON TOENAILS TO TOP i - ; \ . ) i , . i . . i- N : I:: I -�....-.............................�.............-....I...�....................� �---� � � �11 �I-I-11-�111.1 1.111-1......1.1.1-......I--....I.........�...�....-.......... .1.......I...-1-1-...I.....I........I...- 11 - . i ........ I , : r_:_- ______-- - __ __-__- __ - . . = -,- ''_ ___ _ _ _____ __ I PLATE/RAFTERS. . �1 _ _ _ q � ______,__,____ _.._,_ ____ __....-�__- ri � . i : � � : :. p i t i :- : TI 91 1 � j I I I � : : I >_ 1: I � . . : �Z�, . , , I F . . 4 I . . , , i . I . : i , : . . � i� 4 I . - , :� : I . : i : I � , ......I....-I'll I�11---1-1--....�............................I.. : .I . I : � I i I , 1 1 '\ co :� I �. . . t I ` __ I __ 7 - - ,i. I .. . l� i I : i - � �11.1.....�.........................I...11.1 � 1: :. i ; q I i : i - ., ,�_ .1 l� �, ti , i . ....�.............. .............................�...:_ : ___X.............-, , �_�1.1.. ==_ ��,.",;�...........................I...--.11, i:::1-1 ,; . i q . q : i I i, ! . I ....�...�..............�. ; i . I . . . i ! I F06 �1 � .,� I . :: ; � :. �: p i \\ i I i 0 : . : : i . I : . . �I I I I : I I ; I 1'2s' � 1: � I :, �� : . i : I i . p . :1 4 1 �. I I i i I I i i � � q i I : :, . I; ,. . q . . ; I I � . I� 4� I, .� b. : I. I� ,\\," . . � i : � i i I - i .I ;: . �. I I i I 1.1=...1.. : . . ! i I � 11.1---l.�.I.1.11. �',wwm,�, . . I q I : I L :� . .� I I I ,,, ; �- ___ -- , - _ - --- - -I— : = --- - - ---x==,_-__,-,__,-_-' � 11 I : I I I �i�J07� ___ " 1: : �� z� �,", === ��:_,�,_=_,:�_,.= --------�,��:-�:,�,�,-=-,.-�--�=--,��-- ___-_-___5i,_j___ - _ . � : . . 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" . - " � I . :1 :I . t :��-�', LLI "I, , I i � r-__---7:.�'11 - j; 1, -1------ �: I :� �........... I . , . ....I � ,,, 1_..----_--111111-11 . I......------_____� - , .z I � t i : 1. . I . I �; I J06 , �� - ____------------� . I : p - �� . I . .. I I � F06 � � � .. I ; : :; � . � � � ,'E "\ ; 5 i , : :; . q 1. L: :1 : I %\ I _ I I i : . . i : r : :E �, I j : ; q I : I : . . I 1: :: . � . . I : :, z. . . .. . � I . . ; I :1 .. 1 � j 5 1 : 1. : p 11 I I . I I I : . :: i i . - :1 1; I . .. ; i i <1 j I . � .1 � I . . .. � q :1 � i :i . �, . 11 . j ; j I : z� . 1. t �. .: � �, I j i � � . . , : L. . I I . .. I 1� . . . . i : : i I ,I �: q : : �: : . . . . . i : q I I . p 11 q I r . I � �j i q 1. i . � . 11 Z� I 1 , . I i ii , lz , � � . i � i � . . : I .. j � : . � : � i I I � i ; It .. i : ; : . � : I ] I i� I z 1, i I .: : . . .. ,� : � �___� q : i I � .: 1. 1, . . I � i . i : , . i -...........__ . -----\ i ;� ii h i� , : I . � i � I N (2)HTS20 i TRUSS ENGINEERING NOTES: < 11 . ; : � . --_111- I 11 11-1-1- B03 I � , �---------::"4 ___ _,__ ::: ,11 � 11��, I", __ �, -1111.1-111111 -L:_ --_,", .. t .'', I !--,F- , "s ., ,- j; �=__ .11:1.....I 1:11, 1 i !; I i i :i i 1 , _m� . . �'. . � �__...-...�........" �......", , I t j '. : , . . I � ,; , �, 11 : I t � , =_,J 0 51 U) �I � 1. i �" 1 1 . ; I .. � :: I I I i FGE-02- � 4 . - � - __11 ;i . ii .1 F, I 01�? I�,"," 11, , I � =s7-= �� i i I � : - - 1i : i 1! : �I q , ; 11, .. I ; i I - , , I � . r , , i k . . .. ................ 1......................._--li-...- , !\i D 11 -.... .........A _______ __ 'A 1-1 11 I � ': : I _L_ f '. : - ., 'r 0 - , I � y......................�..........11 � � .-1- ... ... - . ,. -, .11 - � - � L, i , i p : I � . - , : -1 . ; �'. � , , . I UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, AL I : /I I i-1-.1-.................V,�.................111-1.1-1.1111L.,11.1111-.... - - � 11 i �, F, L I 11 : , , � , I . . 2xl 0 NO.2 SYP ROOF-/ V �'J,111.. .... ... ....?.�.... . ,il_ --v . i � �� I I-11 11-1____ -...__ ------1---. _.__________� L,-- � I��fi ,\� � 0 1 : I : . �� ; � . i I . ; ('0 U-) '05� 1 1 1 . � : . : I I il: t . : . LEDGER AND 2x6 NO.2 SYP :00 00 co w 00 00 co 00 00 I`__ � TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING �:: "I, ,; . . - : I �1; ,0 i . i . : :i � iCo Vol i I 11, . . C:) 0 C=) 0 CD 0 C) --) 0 : . I . : � ; CD C) : E X 11 I : i : i ; � ROOF LEDGER AT CEILING �i r -�� - �z : i r__ ___,____' n, ______--1__, _-n-_ __-,--,1 _ _-�n� __ -_:�____- -n_�-__ --�-,:k_ �-"�-,_-:1�� ---)� � 11 5 : -, � - - _ � __Z? TO THE TYPICAL WALL SECTION SHEET. 0 1'1�'11, - I � . � � I � 11 - , I I � I , , � ; r I I'll -, � I . � � � 11, � . r LEVEL,SEE NOTE 3 � � � . , . 9) . � � : ; I'll I p . : � � t � . ; � U_ 11 . ; I I � . U11 I 0 ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING - ; ; t 6_� - - . . ; � t � . � � : ; NOTE 6,TYP ALL _�� < ; i I I ; I I r : � I ; . : j . ; i : I p ! � I 0 5320# DRAG LOAD APPLIED TO TRUSS T13D. . . i . LOCATIONS;SCAB i ; . : ; . . : . . 2 SYP RAFTER I I : U) t ! . ! ! -*2x8 NO. SAND I � ; FULL LENGTH OF TOP � I I . ; . I ; : . ; . � ; : � I ;, . ; * 1555# DRAG LOAD APPLIED TO TRUSS T13DA. � t I � ; : . t � i 2x6 NO.2 SYP CEILING JOISTS . >_ I ENGIN RING, � . ;j. : j � : 1 I ; I I � CHORD IF ADEQUATE I I � ; I � I . i ,-i I. ..........---- - � � ...1, ___............1@1 MAX-24"O.C. - .1......_____...I I I I : I : I : i...... (D I i i...... :1 ... 1.11 I-......I....I, _:�.......__=_ _.....-.1........I....11 :� __ ......__--- I I i ' . �__.....__ I - � -1 . BACKSPAN IS NOT 9 4110# DRAG LOAD APPLIED TO TRUSS T14D. �%�, �I I I....- I e RAFTERS TO LEDGER W/LU28, . � . 0 I� . . AVAILABLE , � . _j I . p I t JOISTS TO LEDGER W/LU26 ; - � ; I , t ; I i -_1111 111111.11--, ,- � I I --,""I'll",_______---11.11 11 1.1-1.1-1---- I 1-1-11-1--l-- I -I- I __ �----------------- �--11-11_1.......____ I I � . ,-,� I i 0 � I i -11 ...19161� -...__...... ............................................ � �- - -__-1-11"I'll,1_1................................ �...................................................-......................� _ _ 2411" -� I . Lai, - , . , . . , , - , I , , , , , , , � " , � I �, ,� ", I I -I I - I - ;1 I -1 L .I f i i : i I � i i - li� i : i i I I � � I r : : � j I : i ! ; I \ , i�� : : :1 �. i : : : : : t � � t t : : t 1� � i . I q . I ; r q I . . q � 1! , - � ____ I. 7ENGSTRL I , N111`51 '\� � N : . t - C, \ I I ,I �, � I I I - I I I ...-..........I...I.......... .--1-1...�......111-1 _.....---.11.11- .....I--11 ................-...__ ...�................................��.,��.,�,,�11.11,�ll,�'ll'..,.."�'ll'.1.111.1 44�5" - �....�......___ .................................__.-.....-.1--l-1.1...I'll,..._.1�� I -11 1,� x 1�113- I � I p q. : I I I 11011 LLf- � I I i . ,k, I : I = r) �� . I RR'ST LEVEL RC)"OF FRAMING PLAN 1 /4 . ,Derek B Murray, P.E. I - I . (11, < ' 'I P.E.�.N 1 p.71457 �Tlf f_t "'IN E E R I N G I " I t: 4 U I 1 q2-1 01-1 2016 1 - : i ! FRAMING KEYNOTE NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. Cn m 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: 0 A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/I Od @ 3"O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR (y) DECK TO SW DBL TOP PLATE W1 I Od @ 3"O.C. _j U_ C) 4. PORCH BEAM FRAMING NOTES E U') 0 A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. I 04 CID NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 00 U) WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT _i — 0 ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. PORCH 0) CY) BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I C C\I E B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. a) PORCH BEAM TO TOP PLT W/MS24, MTS12, OR MSTA24. Ct) LL C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. C\� LL PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR C) PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12, OR LLJ LID _j NOTE 9 MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. a) :L-- D. BEAM ATTACHED TO EXISTING FRAMING z =3 SW3 ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ 0 U) NOTE 8 SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. U) �e _0 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER ..................... ................................... < TYPICAL WALL SECTION SHEET. .......... -2 04 WSP HDR-=0/2 0 6. HIGH UPLIFT WALL: INSTALL QTB MAX 48"O.C., REQUIRED AT THIS SECTION ONLY LLI F_ WSP HDR- 0 7. PLANK ORIENTED HEADER FRAMING > A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W1(2) A35 U) 14 EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON I.-- uj DETAIL SHEET. 0 z B. FASTEN PLANK ORIENTED HEADER TO JACKIKING GROUP D WITH 0 HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. C) C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT OF PLANE WIND LOAD. < SW3 8. FASTEN BOTTOM PLATE TO FLOOR DECK wl 10d 3"O.C. NOTE 8,9 z 0 9. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION"SHEET ST-5 WSP HDR-0/2 x 0 (2)2x4-1 > z 1 0 W W 0 z a Ir 11 EL Cj :1 In 0 W L, < Z w �z w 0 L L3 fj z Z 91 0 W L] En W U in [1 13 J Ix ............ Z W EL 0 z z 0 W W – M z) W LL a of > 0 0 L3 W W w W to En 0 w W z w _j w z 0 U_ 0 IL Z w 2 ST uj a w w 0 C0 0 1 > 0 z L3 0 Z IL w III w ......................... 0 LU < P < L9 rn 7 W EO C] M Ej w w I I W z U3 (D Z < _jma� P �- mzw < L 0 C3 0- 13 z LL a- a I U) < z Z W L X C) LLI w (L 7 Ir a W Ll Z w z U] 0 W LO 4 U-1 L) W W 0 7 z Z 7 X w 0 a 0 LU W Z L3 L z w Z X W LIJ z w L3 :3 w w (2)2x4-11 z 11 Z z Li w IL m z z F z Z NOTE 1 (D Lq 0Z >_ LLWWI1D � zz1 _ D ............. Z z w J w :1 U] W Ll Lli Z 2 L5 W L9 F- Li 0 L3 — z z I < > Z P F- z w W F 0 Z Ll 4 rj a 0 1 W 0 Z < 0 w z _j 0 1-- Cq m w 0 m z ................................................ SHEET NO.: z ST-4 STRUCTURAL (2)2x4-1 .............. ................................... FRAMING PLA N C .............I � ': I .............. ........................................... FA JOB NO.: RS0256 < 0 SUBDIVISION: ----------- 0 Atlantic Beach U_ Country Club LOT NO.: z 118 FLOOR PLAN: (D St. Simon-A (2)2x4-1/1 Z DESIGNED: DAD/JML LU REVIEWED: IAJ w DBM < REVISIONS DATE NOTE 9 WSP HDR-0/2 WSP HDR-O/ ................. . . ............. .................. ............... ...............FBI . ............................... ........................................ U-1 SW3 NOTE 8 Z PEX UZI IL U) ST CTURAL E N I EERING J, z n A If 11011 w SECOND LEVEL STRU( TUrx/-XL FRAMING PLAN ": 1 /4 w D6rek B. Murray,.P.E' P.E..No.71,457. QT ENGINEERING 0�-01-2016,,, ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL * INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN 0 SHEAR PANELTOSWDBLTOP PLTW/10d@3"O.C. 9 FLOOR DECK TO SHEAR PANELW/10d @ 3"O.C. M 2. TYPICAL BEARING BLOCK C:) • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH N DIMENSION OF TRUSS MEMBER. Ce) • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS -j BOTTOM CHORD W/(3)ROWS 1 Od @ 4"O.C.STAGGERED. C LL C C14 E 3. LEDGER FRAMING NOTES: U? • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT T- C C14 m EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 0 U) 24"O.C. SPACING) 4 — • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0 LOCATIONS ON PLAN C: • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION C14 E C14 • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK 04 LEDGERS SHALL BE SECURE TO WALL FRAMING WITH CV) U- WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT -j LL 12' T3"3 FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. C) Uj L0 ROOF FRAMING LEDGER: -j -.1 (1) 2x6....................(4)12d COMMON :t:! 2x8....................(6)12d COMMON > =3 z 2x1 0..................(8) 12d COMMON 0 U) m CN� 2x1 2..................(10)12d COMMON U) C,- C) c-) c, C-) Cn -6 ............ ............ ...........I FLOOR FRAMING LEDGER W/NAILS): <.................. PT 2x6................(3)16d COMMON PT 2x8................(5) 16d COMMON 001 1: J01. cu C14 PT 2x10..............(7) 16d COMMON 0 PT 2x1 2..............(9)16d COMMON FLOOR FRAMING LEDGER(W/SCREWSY J02 0 PT 2x6................(3)Y4"x 4-Y2"LONG#14 WOOD SCREWS X 4-Y PT 2x8................(5)Y4 2"LONG#14 WOOD SCREWS ...................... .................... ........... ...................... T01 PT 2xl 0..............(7)Y4"X 4-1/2"LONG#14 WOOD SCREWS PT 2x1 2..............(9) Y4"X 4-Y2"LONG#14 WOOD SCREWS 0 ............. 1 02 4. OVERFRAMING NOTES y ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN < FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d T02 ................ ............. z CD C) CD (D 1�3 COMMONS MIN. 0 EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT CONNECTOR. HTU26Z�.11,11 T03 :: ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. 0 . 01 ! U) FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. /H/f U26 x 0 z 20 W .......... T03 :-.�n,,�----:, IL Cj z a ly to 26 RAFTER SPAN SCHEDULE 0 W L < Z LU L.2 w 0 O.C. It LL T03 :- :: LUMBER SIZE z M 0 Z M 0 W 0 SPACING >. EL Z LJ z z 0 z W LL ........... < F- W W 2x6 2x8 2x10 2x12 T04 -" 0 1 > 0 13 LO U] W W w w Lj L 12" -j 0 - z 0 EL W it F- 14-5 18-3 21-8 25-6' 0 M IL z z 0 U) W -j M 16" --6" 16-10" 18-4- 22'-1 U) Z O� EL >. W LU 12 0 z L3 11 U1 I- - w 4 L9 to w ED C) ff) L3 TO53, - w 24" LU < W 7 W w z 10--2-- 12'-11 15-4" 18'-0" Z < -j 0� a z W LL z 20 L.L./15 D.L.#2 SYP < z Z W LL - 0 W LU (L 7 T06 : x 0 W w 0� Lj Ll Z Ld z U1 0 w 0 0 W 0 w 1.- 0 z CEILING JOIST SPAN SCHEDULE z z X 0 Lu W z L1 O.C. LL W Z -X W LUMBER SIZE LU w z W Et U3 T07 : SPACING w w z z Z U1 � W W IL I z z Z 0 EL C2 0 Lo W 2x4 2x6 2x8 2x1 0 0 Q Z L M w 1 :3 Z Z I z 111-101, 18'-8" 24--7 26-0" z wil < mz - a� < Ilz § 12 w -i < LIJ z 2 - W En W < L] .......... T07 :: 10.41 LU En Ll 16" 16-11 21'-7" 25'-7" < 7 - z1 < 0w -tt z > 1-- 1 Z Z w w F- w Z < Z Ej < 0 rr a I 24" 9-4- 13'-11 1T-T- 20'-11 0 0 w z < �- -j z ................. 0 10 L.L./5 D.L.#2 SYP NOTE 6;--/ �T07 777,,- NOTE 6, ILL SHEET NO.: TYP ALL 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z TYP ALL LOCATIONS T07 ......... .......... ....................... ................ .......... LOCATIONS : BUILDER IN ACCORDANCE WITH FRC R302.12. 0 ST-4A 6. RAFTER OVERHANG < 2x6x6'-O"LONG NO.2 SYP SCABBED RAFTER TAILS 6� ROOF FRAMING TO 7 ......................... .............. o RAFTER TAILS TO TRUSS TOP CHORD W/(2)ROWS 0 1 Od @ 6"O.C., STAGGERED a_ PLAN ................ T07 �- 7. CONVENTIONAL FRAMING NOTES JOB NO.: 0 SEE"OVERFRAMING NOTES"ON ROOF FRAMING PLAN FOR RS0256 SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE < T07 .......... ............ ............ USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. 0 — SUBDIVISION: ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. Atlantic Beach ALL UNSPECIFIED RIDGES ARE CONSIDERED NON 0 ......................... -ro'7 ....... .............. ..................... STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE LL Country Club SUPPORTING STUDS OR UPLIFT CONNECTORS. < ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN LOT NO�: SUPPORTED RAFTERS. .............. .......... . .............. T071 118 FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RATER TO RAFTER z WHERE APPLICABLE W/MIN(6)1 Od REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: (D FLOOR PLAN: RAFTERS 0 St. Simon-A ............... T06 : 2x6 RAFTERS (1)H2.5T TO TOP PLATE, (6)12d COMMON 0 TOENAILS TO RIDGENALLEY. Z DESIGNED: 2x8 RAFTERS: (1)H2.5T TO TOP PLATE, (8)12d COMMON .. ................... ... ....................... .......... T08 DAID/JIVIL TOENAILS TO RIDGE/VALLEY. 0 LIJ 2x1 0 RAFTERS: (1)H2.5T TO TOP PLATE, (10)12d COMMON REVIEWED: TOENAILS TO RIDGENALLEY. x J03� J03 DBIVI 7 CEILING JOISTS < 2x JOIST: (3)1 Od COMMON TOENAILS TO TOP REVISIONS DATE PLT/RAFTERS. J02� 10102 TJI CLG.JOIST: (3)10d COMMON TOENAILS TO TOP PLATE/RAFTERS, jol J01 ! ............ ... ......... .................... x //�z (y) 'IT ce) y ,',� CD CD (D 0 CD 0 C-1) cd, �D CD ^j .......... -7,) 771- ..................... 7:�..................... 7-) .............. ... LU TRUSS ENGINEERING NOTES: < z U) UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0 TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING "Tall W STR TURAL >- ill ENGIIN ERING 0 it'j It off ul-11 D ALM SECOND LEVEL ROOF FIX/" ING PLAN 1 /4 Lu", n Derek B. Murray,-P.E. P E. No.71457 QT ENGINEERING omi:;�,01'6' TRUSS OR RAFTER TO 2x NO.2 SYP BLOCKING TO FIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE QT CONTINUOUS FROM 2ND (2)MS24/MSTA24 OR TIGHT BETWEEN TRUSSES, (3)10d TOP PLATE W/H4A, COMMON TOE-NAILS @ EACH END 1 PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL TOP PLT 0 S AB QTA TO HEADER TLOK06, OR H8 LINO ON SHEATHING TO BE CONTINUOUS TO BELOW ROOF FRAMING PLAN HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS BLOCKING, 3/4"BETWEEN TOP OF x WOOD PANEL AND CENTER OF LOCATED DIRECTLY OVER STUD COLUMN. FASTENERS 2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS. Uj LU Cn TRUSS OR RAFTER TO TOP PLATE W/HA4, 3. PLACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT CY) TLOK06, OR H8, LINO ON ROOF FRAMING PLAN MINIMAL UPLIFT WALLS") 0 U) 04 EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSS 2x-NO.2 SYP OVERHANG SPANS OF 20 FEET OR LESS. QTA @ MAX 48"O.C. RAFTER PER ROOF PLAN, 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. (y) FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.0 SCABBED TO TRUSS TOP 2x-NO.2 SYP OVERHANG 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED ON PLAN.SEE TABLE 6:QUICK TIE CONNECTORS CHORD W/(2)ROWS 1 Od @ RAFTER PER ROOF PLAN, TYPICAL TYPICAL TYPICAL U_ -1 FOR TYPICAL INSTALLATION. 6"O.C.,STAGGERED, LINO SCABBED TO TRUSS TOP HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ I I ISPACI G LINO SPACING UNO SPACING UNOI I 1 0 ON SHEET ST 1 11 1 11 C%j CHORD w/(2)ROWS 1 Od @ U? INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 ON 6"O.C.,STAGGERED, LINO 18" O.C. MAX, MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11 C: PLAN,SEE TABLE 6:QUICK TIE CONNECTORS ON 04 EMBEDMENT 00 0 U) SHEET STA FOR TYPICAL INSTALLATION TYPICAL QTA @ MAX NT TRUSS OR RAFTER TO TOP 48"O.C., MIN(1)PER 0 STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W/HA4,TLOK06, OR H8, 0') SHEARWALL WALL STUD SPACING. ROOF BEARING ONLY. LINO ON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS (QTA REQUIRED FOR 'It E ROOF LOAD BEARING N WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF t 1111 Sw Sw CNI (D 1 GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES WALLS ONLY) C14 STANDARD HEEL CONDITION RAISED HEEL CONDITION co LL_ (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8: _j C111f (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) SPECIFIED SHEARWALLS, SHEET ST-1 . ILL. C:) LO 2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY 77 STUD SPACING PER > TABLE 3:MAXIMUM FASTEN BOTTOM PLATE TO GABLE BE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD z U) 0 EXTERIOR WALL STUD SPACING. ROOF AND TRUSS W/10d COMMON @ 6"O.C., UNO. AT APPROXIMATE MIDSPAN WITH A Y2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT CABLE CONTINUOUS �e FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL C) DBL TOP PLT TO < INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE SLAB ON PLAN �5 7 77 7 7 7 7 7 N S SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER >< _3 41 L1j TABLE 8: SPECIFIED SHEARWALLS, SHEET ST 0 ...... TYPICAL: BOTTOM PLATE TO RIBBON BOARD W1 1 Od END @ 6"O.C. U) BY OTHERS STUDS TO I ST TRUSS BY OTHERS HEADER TO TOP PLATE ml FLOOR HEADER W/ FLOOR TRUSS GABLE FLOOR 2ND FLOOR > CONNECTION PER HEADER (2)MS36/(2)CS18 0 :D R BON BOARD FRAMING NOTE 3 ON ST-1. WITH(9)10d EACH CONTINUOUS 2x4 2X4 NO.2 SYP DIAGONAL BRACE @ 48" END OR QTA C) IB I I NOTE 3 O.C. DIAGONAL BRACE TO FLOOR NOTE 1 &2 TYPICAL WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE W/(3)1 Od COMMON TOE-NAILS AT EACH END. I I ISPACING UNO TYPICAL QTA @ MAX < 48"O.C., MIN(1)PER a- FASTEN GABLE TRUSS TO DBL TOP SHEARWALL z PLATE W/8d COMMON @ 6"O.C., UNO (QTA REQUIRED FOR 0 ROOFLOAD Sw BEARINGWALLS WALL SECTION AT FLOOR ALT. WALL SECTION AT FLOOR ....... ... ONLY) U) PERPENDICULAR FLOOR TRUSS CONDITION PARALLEL FLOOR TRUSS CONDITION IF REQUIRED QT U-) (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) 14, x 0 z 20 (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER �--ADDITIONAL STUDS I'- W W < - 0 qt IL rj a THAN OPENING REQ. IF QTO, SEE w 0 zw L'� 1< zm WIDTH, PRESERVE TABLE 6:QUICK TIE L T L C�lj W, TYPICAL JFLIFT QT SPACING AND DO ANCHORS, SHEET 14.) Ln j w L3 U3 It 41 z NOT INSTALL QT [L 0 CABLE BOTTOM PLATE I - M J Z ANCHORS @ 24" STA W W M < Ix 4 :1 EACH SIDE OF 0 E > D W wo M GABLE END TRUSS OPENING(U.N.O.ON O.C. MAX Z 0 EL W MO �w_ aw� J PLAN) W a 0 m IL Z w _� m Z U) Z 11 0 1- >1 mw W fn �_ 0 iz, Lwj w 4 F < m TWE Z < w Owl- 12: Eb1z1UIx T F- U) - - < LL _ 0 < _j 0� 0� I. (r Z Lj -3 TYPICAL BOTTOM PLATE ANCHOR @ MAX TLOK06 @ 32"O.C. EL 48"O.C. EXCEPT AT SHEAR WALLS, SEE TABLE 8:, SHEET ST-1. (8"EMBED INTO W < z 0 ........ ......... z w L� (L3L IXL 0 STEMWALL,6"EMBED INTO CONCRETE STUD SPACING PER C) W W -10 ow� w EL I CORNER INSTALLATION w EXCEPT AT HOLD-DOWNS. SEE TABLE 7: TABLE 3:MAXIMUM I<y ow z w z m 0 < w 13 < z X� 1 0 z EXTERIOR WALL STUD (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90'&45'CORNERS) < w w w w Z SPACING.ROOF AND W _x < , � < a . LL TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR w III z z FLOOR BEARING. 2x WOOD STUD WALL 1. (1)QUICK-TIE ALLOWED @ CORNERS OF TYPICAL WALLS W1 Z w III (2)2x TOP PLATE OVERLAPPING PLATES. SHEARWALL Z OVER HEADER SHEARWALL z Z >- L w w IL z 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP I- w U z 4 QUICK TIE TO FOUNDATION w _ Z � PLATE OVERLAPS THE LOWER TOP PLATE. w w TYPICAL UPLIFT ANCHOR INSTALLATION FOR w z 0 w 0 F- � En W L3 - X// 3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE < < z >- z I < T 2 0 z < EACH SIDE OF CORNER 0 �_ �- T Z � F_ :3 W w W, 'z- SECOND FLOOR WALLS AND SHEARWALLS ZLjqi . L3mUj: E 0 w < �- -j �- . 1 U _j ADDITIONAL 0 ANCHORSPER _j NOTES HEADER FRAMING LL 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL NOTE 4 ON ST-1. z SHEET NO.: ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION 0 ST-5 2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR Y2"DIA.THREADED ROD IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON Y2"DIA.x6"LONG TITEN HD INSTALLATION AT GABLE WALL < SCREW CHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS w TYPICAL WALL 0 MUST BE USED IN STEMWALL FOUNDATIONS. NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT 0- SECTION 3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES. MINI 3/4"OTHERWISE. 7/8"DIA HOLE 7/8"DIA HOLE 7/8"DIA HOLE I DIA HOLE EPDXY OVERSPILL 0� 8. JOB NO.: FIXED LOCATIONS INDICATED ON PLAN. SEE"ALTERNATE CENTERED HEX NUT CENTERED HEX NUT CENTERED r-Y2"HEX NUT CENTERED /-5/,"HEX NUT QUICK TIE 0 QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. IN TOP PLATE 2"x 2"x Y8"STEEL WASHER IN TOP PLATE 2 Y4"x 2 Y4"x Y8"STEEL IN TOP PLATE 3"x 3"X 3/16"STEEL IN TOP PLATE 3"x 3"X'/16"STEEL P.T.2x BOTTOM PLATE WALL SECTION AT FOUNDATION I WASHER WASHER Z Z j WASHER 0 RS0256 (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE x TOP PLATE MIN EDGE DISTANCE < (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) SUBDIVISION: Atlantic Beach EXTERIOR LOAD BEARING WALL 0 INTERIOR LOAD BEARING WALL EXTERIOR EDGE PLAN VIEW _j I%"DIA 3 "DIA U_ 1 1/4 OF CONCKt:I tz Country Club PLAN VIEW PLAN VIEW WASHER PLAN VIEW WASHER PLAN VIEW < TYPICAL WALL SECTIONS (5) 1 Od TO HEX NUT Y-," HEX NUT wl 1 DIA 1/8" HEX NUT wl 13/4"DIA 7 LOT NO.: HEX NUT 2 WASHER QUICK TIE 0 TOP PLATE 7/8"DIA HOLE 7/8"DIA HOLE /8 7/8"HOLE WASHER 1 DIA HOLE 8 EPDXY OVERSPILL z 118 CENTERED x Y8"STEEL WASHER 3"x 3"x 3/16"STEEL 3"x 3"X 3/16"STEEL 2"x 2 CENTERED x 2% xY8"STEEL CENTERED CENTERED _�IrI2 4 IN TOP PLATE P.T.2x BOTTOM PLATE >_ LS 18 STRAP IN TOP PLATE WA HER IN TOP PLATE WASHER IN TOP PLATE WASHER DIA HOLE IN FLOOR PLAN: FASTEN BOTTOM PLATE TO BEAM(OR (2)2x TOP PLATE OP PLATE /+-(2)2x TOP PLATE BOTTOM PLATE (D /t_(S) x T 2 GIRDER)W/10d COMMON @ 6"O.C., UNO. (5) 1 Od TO 1 2 2 1 1 (2)2x TOP PLATE 0 St. Simon-A STUD 0 WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL 3, EMBEDMENT Z DESIGNED: PANEL SHEATHING REQUIREMETNS ON SHEET STA FOR EXTERIOR 8' QUICK TIE = .1z_ _r STEEL SWEDGE C) DAD/JML WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF V QUIC IE Y8"QUICK TIE QUICK TIE 3/16"QUICK TIE Y2"QUICK TIE Y4"QUICK TIE 1/8"QUICK TIE 5/16"QUICK TIE LLJ SHEATHING FOR INTERIOR WALLS. STEEL S ED E //--CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWED E CABLE TO F- REVIEWED: ALTERNATE STRAPPING METHOD FOR WALL TO BEAM,HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE x FOUNDATION w DBM GIRDER MIN 2500 psi TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C., STUD ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION < REVISIONS DATE TO BEAWGIRDER BELOW WITH MS36(OR CS1 8) 1 1 i I W1(1 8)1 Od COMMON @ 32"O.C. 1 CITA(1/8")-TOP PLATE CONNECTION 2 QTB(3/16")-TOP PLATE CONNECTION 3 QTG(1/4")-TOP PLATE CONNECTION 4 QTO(5116")-TOP PLATE CONNECTION 5 QTA(118")-BOTTOM PLATE CONNECTION ---3 KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO BEAM/GIRDER BELOW WITH MS36(OR CS1 8)WITH -EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL (18)10d COMMON. STUD TO TOP PLATE CONNECTION 3 QUICK TIE Y4"QUICK TIE---\ -P.T.2x BOTTOM PLATE '/16"QUICK TIE--,-, P.T.2x BOTTOM PLATE SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP 16 P.T.2x BOTTOM PLATE Lz I SIDE VIEW FRONT VIEW FRONT VIEW BELOW WITH(2)MS36(OR CSI 8)WITH(18)1 Od COMMON PLATE CONNECTIONS AT THE END OF SHEARWALLS AS MIN EDGE DISTANCE MIN EDGE DISTANCE 3: EACH. \_-1 v - MIN EDGE DISTANCE TRUSS/STUDALLIGNED TRUSS/STUD NOT ALIGNED 0 WELL AS AN ALTERNATE STUD TO TOP PLATE T Cl) NOTES: CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN r LLI WOOD FLOOR 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. ALTERNATE TO THE SPH4/6. 0o 2 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR EXTERIOR EDGE EXTERIOR EDGE EXTERIOR EDGE-IX < TRUSSES BY WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE PLAN VIEW PLAN VIEW PLAN VIEW z OTHERS 3. EXCEPTION:SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE OF CONCRETE OF CONCRETE OF CONCRETE CL W EACH SIDE OF OPENING. AS THE LS18. 5/jr,"QUICK TIE 0 13'QUICKTIE Y4"QUICK TIE -EPDXY OVERSPILL 6 EPDXY OVERSPILL \ 1 20' SECOND FLOOR TO BEAM OR HEADER CONNECTION EPDXY OVERSPILL 3/4"DIA HOLE IN P.T.2x BOTTOM PLATE 1"DIA HOLE IN "DIA HOLE IN PEX 2 P.T. 2x BOTTOM PLATE 9/16 P.T.2x BOTTOM PLATE BOTTOM PLATE 1-1/2" BOTTOM PLA E BOTTOM PLATE--\ C) 3uk r OR OR TYPICAL WALL SECTION NOTES: 1-HOUR FIRE RATED ASSEMBLIES: I GREATER GREATER 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x-NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED e FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER QUICK TIE 1/4' 114 < (UNO). MINIMUM 48"LAP W/MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AND ARE UNDER THE ENFORCEMENT OF THE BUILDING OFFICIAL. 3,,QUICKTIE -EMBEDMENT Y2"QUICK TIE EMBEDMENT STEEL SWEDGE U) MINIMUM OF 1 Y2"NAIL 8 STEEL SWEDGE ,Z-EMBEDMENT ST CTURAL 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. * FIRE RATED WALL COVERINGS REQUIRE A -O.C. STEEL SWEDGE 0 (0 r EERING 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. PENETRATION INTO FRAMING SUPPORTS @ MAX 24' 4 OR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS * USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE 4. SEE PLAN F 0 1_1�_TLOK06 '*�TLOK06 QUI RED AT CRI PPLES BELOW WI NDOW SILL BLOCK MATERIALS PER SPECIFIED INSTALLATION DETAIL CONCRETE K06 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT RE CONCRETE CONCRETE 14TLO 0 WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE 0 FOUNDATION FOUNDATION MIN 2500 psi PROTECTION AND WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE L). FOUNDATION MIN 2500 psi MIN 2500 psi ELEVATION ELEVATION TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL TLOK06 TRUSS TO DOUBLE FOR"TYPICAL WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR ELEVATION w 2 W 2 kEPOI I N ATE :;E T I E "E ETD.E1'3A1, Q 3TEr y CA +EDGEAB11 C Fol FOU '0 PLYWOOD MUST BE INSTALLED TO INTERIOR OR EXTERIOR FACE OF 7 QTG(114")-BOTTOM PLATE CONNECTION QTO(5/16")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION SPECIFIED WALL PRIOR TO FIRE PROTECTION. 6 QTB(3/16")-BOTTOM PLATE CONNECTION Uj__ _-B!M 'r P.E. < 'Derek u ray QUICK TIE CONNECTION DETAILS C T ENGINEERING P�E. o.71,457 b2-Qlw.2016 (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO 16"MAX KING AND JACK STUDS OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT 2x NO 2 SYP NAILER FASTENED 7 Y4"MAX PER ENGINEERING APPROXIMATE 45'ANGLE TO NO LESS THAN(3)TRUSSES. TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. 2x4 NO.2 SYP NAILER TO 11 11 11 11 COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE BOTTOM CHORD OF TRUSS GARAGE DOOR BUCK/JAMB NAILED CONTINUOUS LATERAL RESTRAINT ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH W/10d COMMON @ 3"O.C. TO STUDS W/(2) 16d COMMON OR (CLR). QUANTITY AND LOCATION OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)1 Od DEFINED BY TRUSS SHOP DRAWING. 12d CC NAILS @ 16"O.C. COMMON TOE-NAILS. Cn TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD WEATHER STRIPPINGISTOP C) TRUSS BOTTOM CHORD IN 04 (y) TO NAILER W/8d COMMON @ T' 7/16"OSB SHEATHING FASTENED GARAGE DOOR FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH O.C.AND TO DOUBLE TOP PLATE -7 :D TO EITHER IF LATERAL RESTRAINT MUST BE LL_ OTHER WITH(2)ROWS OF(4)1 Od OTHER WITH(2)ROWS OF(4)1 Od W/8d COMMON @ 3"O.C. -------------- SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 0 E COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD DO SO WITH OVERLAPPING BRACES 7r Lq FASTEN TOP PLATE TO EACH LIKE THIS(TYP EVERYWHERE 1 0 OTHER WITH(2)ROWS OF(4)1 Od 2x6 SYP GOAL POST ATTACHED C14 cu 7/1 6"OSB ATTACHED TO STUDS '/16"OSB ATTACHED TO STUDS _41- COMMON BETWEEN EACH STUD NOTE: C� U) @ 3" WITH MINIMUM 8d COMMON @ 3" TO STUDS W/(2)ROWS OF 3-y2" WITH MINIMUM 8d COMMON O.C.ON EDGE, 12"O.C. IN FIELD. 7/16"OSB ATTACHED TO STUDS GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR 0) O.C.ON EDGE, 12"O.C. IN FIELD. WITH MINIMUM 8d COMMON @ 3" GOAL POST ATTACHMENT,THE GARAGE C OPTION 1 OPTION 2 O.C.ON EDGE, 12"O.C. IN FIELD. OPTION 3 DOOR SUPPLIER MAY SPECIFY A FASTENING GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK TRUSSES NEEDING BRACING C\1 E C14 Q) PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, INTERIOR SHEARWALL DETAIL SPECIFICATIONS THROUGH THE GOAL POST. co LL_ 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS _j BOTTOM CHORD TO DOUBLE TOP PLATE WITH 1 Od AT 4"O.C. LATERAL BRACING - MULTIPLE TRUSSES LL C\f 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE C) GARAGE DOOR JAMB DETAIL 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). Ld LO THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. (D CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. :t� 3, BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS z NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). U) 5. DESIGNED PER BCSI-B3,2007. Cn -2 C14 0 UOUS LATERAL RESTRAINT W LU -:T6"MAX j6"MAX J6"MAX BRACE SUBSTITUTE 0 kLTERNATE BRACING U) -ORL SCAB I'_ or_ 2x4 I ROW 2x4 (1)2x4 Z) 2x4 2 ROWS 2x6 (2)2x4- 0 T-BRACE FASTENED TO 2x6 1 ROW 2X4 (1)2x6 WEB W1 1 Od AT 6"O.C. 2x6 2 ROWS 2x6 (2)2x4' ROOF DECK 2x8 1 ROW 2x6 (1)2x8 TRUSSES PARALLEL TO WALL: ROOF TRUSS 2x8 2 ROWS 2x6 (2)2x6* 13- z 0 2x4 SPF(MIN) NAILER FASTENED OR RAFTER L-BRACE FASTENED TO TO DBL TOP PLT W/1 Od @ 3"O.C. WEB W/10d AT 6"O.C. 2x4 SPF(MIN) SINGLE TRUSS BRACING TRUSSES PERPENDICULAR TO WALL: BLOCKING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U) 2x4 SPF(MIN) BLOCKING BETWEEN EACH RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNAT IVE LO BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO It x 0 z 2: 0 TO DBL TOP PLT W1 Od @ 4"O.C. BEAM w/10d @ 4"O.C. SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. Il- W W 1� < - 0 WEB W1 1 Od AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR It 0. U 0 z x P'L < :3 Ul 0 W LL Z -IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. LL 0 W w MAX REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND U-) m 0 0 L3 2A 6"MAX Il- I a z 0 TRUSS TO BEAM W/ 6"MAX J, TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. >. CL _j _j z z 0 3/8"OR THICKER CDX HA4 OR TLOK06 w w m < 0 W LL b x > Ll I 2x4 QTO PERMANENT WEB BRACING z W W C3 w w w a OR OSB FASTENED TO [L w _j 0 0� TRUSSES, RAFTERS SHEATH INSIDE FACE ONLY IF NOTED 0 w Z �_ 0 - LU W ON FRAMING PLAN. ACCEPTABLE TO FASTEN STUD TO 1 0 [L >- w W Ln Ln 0 z OR BLOCKING W/8d U) z EL L9 ul I w 2x WALL FRAMING —/ PORCH BEAM STOP SHEATHING AT GOAL POST CORNER STUD GROUP W/ w < C] W w U, [I in L3 COMMONS @ 3"EDGE, w y w 2-ROWS 1 Od @ 6"O.C. Z a z z < LL 12"FIELD. w 77—1 �- I._ 0 < 00_ 0zLI1Q70' 0 PORCH BEAM TO POST: STAGGERED. STOP NAILS 0 < z �- zwL - 0xjE < m WOOD STRUCTURAL (1)MSTA24 AT BOTTOM 24"OF STUD 0 WILI 0 0 W :3 w 0 1 x FOR CONNECTOR L9 4 W ri Z LU z Ln 0 1 W SHEATHING POST TO SLAB: 0 w 0 1.- 0 1 0 z ABU POST BASE ANCHOR INSTALLATION Z 7 X I- - LLJ Ej = 0 W F- Z � LLMWID � zzl TYPICAL PORCH SHEATHING DETAIL PLAN FOR QUANTITIES. z z 0 1 w 111 0 < m Z - m< Z 2 < W :3 M W C� �- L] THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES LU z 0 2 - L3 - PLAN VIEW W � L9 w L9 UNLESS NOTED OTHERWISE. GARAGE RETURNS TO BE _ ZI < 13 � 0� F RAM ED AS 2x6. 1_ �_ jz z w C3 0 M 0 1 W 0 Z 4 AT CORNER 0 w . 1 0 -1 AT HEADER 0 _: L1 I- z Iq EL Lo < 0 m F z 5 Ll QTO CONTINUOUS TO WALL QTB OR DTT2Z DOUBLE TOP PLATE ADDITIONAL WALL STUDS @ LL SHEET NO.: MAX 16"O.C.AS REQUIRED z I F� -7 /T 0 ST-6 16"O.C. GARAGE RETURN STU < AT CORNER w STRUCTURAL FASTEN SHEATHING TO (3)STUDS MINIMUM F_ DS, TOP PLATE,AND BOTTOM 0 PLATE AS SHOWN W/8d 0- DETAILS COMMON AT 3"O.C. TOTAL NUMBER OF JACK PLAN VIEW SHEATH FRONT FACE Lj_ QTO CONTINUOUS TO WALL AND KING STUDS SHALL BE ONLY WITH 8d 0 JOB NO.: DOUBLE TOP PLATE RS0256 3/8"DIA.ALL-THREAD W/2" AS SPECIFIED ON PLAN. COMMON AT 3"ON < ROUND WASHER DRILLED EDGE, 12"IN FIELD 9 'SUBDIVISION: AND EPDXIED INTO w TOE-NAIL MIN 2x4 NO.2 SYP BLOCKING CONCRETE W/7"EMBED EACH JACK STUD TO 0 Atlantic Beach BETWEEN TRUSS TOP CHORDS W/ ROOF DECK HEADER WITH MSTA24 'A, LL Country Club (3)10d COMMC NS EACH END BOTTOM PLATE OPTIONAL QTB IN LIEU OF ABU OR < 2x4 SYP OUTRIGGER @ 24"O.C. 2x6 JACK/KING STUDS DTT2Z, CONTRACTOR TO VERIFY MIN LOT NO.: CLIP TO GABLE TOP CHORD WITH (1)H2.5T w/(10)8d x 1-12" MONOLITHIC FOOTING NAILED TOGETHE w BARS EXTEND FROM FOOTING UP 118 ��z OR STEMWALL ROWS 10d COMMON @ 8 H i I 2x4 NO.2 SYP BLOCKING BETWEEN O.C. STAGGERED. INTO CONCRETE CURB W/OPTIONAL >_ OUTLOOKERS. FASTEN EACH #4 OR#5 VERTICAL REINFORCING QUICK TIE 0 FLOOR PLAN: BLOCK TO ROOF DECK WITH 8d INSTALLED IN CURB @ 18"O.C. HOLD DOWN OPTION 0 St. Simon-A C N VIEW I COMMON @ 3"O.C. MAX, MIN(2)VERTICAL BARS @ I I I IN LIEU OF ABU66: 0 FASTEN 2x6 NO.2 SYP EACH RETURN SIMPSON ABU66 POST NOTCH STUDS 18"MAX Z DESIGNED: BASE DIAGONAL BRACE TO FROM BOTTOM PLATE BLOCKING w/(6) GABLE TRUSS 0 DAD/JML 10d COMMONS 0 (MAX(1)KING STUD w SPECIFIED ON PLAN MAY 0 1- REVIEWED: 2x6 NO.2 SYP DIAGONAL BRACE, BE NOTCHED) X WALL SHEATHING PER PLAN INSTALL DTT2Z W1 12" LLJ DBM SEE PLAN ELEVATION VIEW LONG x Y2"DIA DRILL AND UP TO 8FT SINGLE 2x6 ONLY EPDXY ANCHOR REVISIONS DATE UP TO 20 FT,2x6 W/2x6 T-BRACE z z L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING GARAGE RETURN - QTO 03 FASTEN 2x6 NO.2 SYP"T-BRACE" TO DIAGONAL BRACE w/1 Od )ALTERNATIVES FOR THIS APPLICATION &DETAIL ONLY: COMMONS @ 3"O.C. 1 (1)HTT5=(1)QTO 8'-0"OR AS SHOWN ON PLAN (1)STHD14=(1) QTO(MONOLITHIC) (2)PA51 =(1) QTO(STEMWALL) 5/8"x 12"EMBED. DRILL ELEVATION VIEW -5/8"x 12"EMBED. DRILL 0 2x4x8'-O"NO.2 SYP LATERAL (2)Y4 x 2-1/4"TAPCONS (1)ANCHOR BOLT AND EPDXY ALL AND EPDXY ALL Uj BRACE @ 48"O.C. FASTENED THREAD ANCHOR THREAD ANCHOR z> TO EACH TRUSS w/(3)10d < COMMON z GARAGE RETURN U) G4 Z) " A`� FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR DBL TOP PLATE PER PLAN 0 FROM DIAGONAL BRACE TO TOP PLATE PEX GABLE TRUSS TO TOP CHORD CONNECTION C) LL_ A) TOE-NAIL TRUSS BOTTOM CHORD TO TOP < PLATEw/10d COMMONS @ 8"O.C. 2x6 FRAMED EXTERIOR .' ,.o,�STR CTURAL B) STRAP TRUSS TO TOP PLATE WITH MSTA12 WALL PER PLAN 'ENGI .EERING w/(8)10d COMMONS @ 48"O.C. 0� SGABLE ANGLE BRACING DETAIL (W/ HGA1 0) Lul�' B1 1 c Oc T�Uss sp� = I' 1) MAX.TRUSS SPACING=24"O.C. r, I r..:, y Rr Ljjl� 14�" 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM AA r OVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLE -6"D "k8:M_Urra,y,'�P.E. TRUSSES W/12"OR LESS OVERHANGS. < QT ENGINEERING 71'457 02-01-2016 SEE"Bl"GABLE BRACING DETAIL7 4"CONCRETE SLAB W/ ST-6 FOR OUTRIGGER FRAMING 6x6 WIA x W1.4 WWF OR 4"CONCRETE SLAB W1 &ACHORING FIBERMESH 6x6 WIA x W1.4 WWF OR FIBER MESH 8"CMU CHAIR BLOCK W1 8"MIN (1)#5 CONT. 28" TOP OF SLAB MAX ---------------- Z LIJ SEE"Bl"GABLE BRACE U) DETAIL, BRACES REQ'D (y) :D AS SHOWN, ST-3A MIN. OSB OR COX VAPOR BARRIER 0 x 00 r, VAPOR BA x0 RRI=R 0 Ott, C14 Lq ING SHEATHING PER, FOOTING TO BEAR ON 6"OPT. EXTENSION IN BRICK #4 OR#5 VERT REINFORCING C14 FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN TYP PORCH SHEATHING 11q UP TO 3 COURSES: 72"O.C. 0) DETAIL, ST-6 1q_ 12"UNDER 1 STORY WALL 4 TO 5 COURSES: 48"O.C. 0 0) . . i k SHEATH EXTERIOR PER 0) WITH(2)#4 OR(2#5 CONT ADDITIONAL NO.4 OR NO.5 b, -1 BAR IN BRICK LEDGE TABLE 2,ST (2)2x6 SYP TOP PLATE 04 E 16"UNDER 2 STORY WALL N C14 a) WITH(3)#4 OR(2)#5 CONT 04 ADDITIO1fk`AL#4 OR#5 IN 2x6 @ MAX 24"O.C., FRAME TO VAULTED LL FOOTING TO BEAR ON FIRM BRICK LE DGE FASTEN EACH RAFTER GABLE END BOTTOM CHORD MONOLITHIC FOOTING SECTION UNDISTURBED SOIL TO NAILER W/MIN(4) 2x6 SYP BOTTOM PLATE,ATTACH TO LL C) I IF GROUND ADJACENT TO FTG SLOPES DOWN 4"OPT BRICK LEDGE 8DCOMMON BEAM wl(2)10d @ 6"O.C.STAGGERED Lo (j:?AND AWAY FROM STRUCTURE STEEPER THAN VERTICAL REINFORCEMENT TOE-NAILS. NOTED 0 111 FND PLAN V-0"VERTICALLY PER 3'-0"HORIZONTALLY, TO HAVE 6"BEND AT BOTTOM 2x6 NO.2 SYP CONT. > CONTRACTOR HAS TWO CHOICES: 2x4 NO.2 SYP RAFTER AND NAILER z U) 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE CAST-IN-PLACE FOOTING SPECS CEILING JOIST AT 24"O.C. 0 OF EOR TO PREVENT EROSION OF SOIL. 1-STORY-�x16-W(2)#4OR(2)#5CONT FASTEN RAFTER TO JOIST FASTEN CONT. NAILERS TO U) SOLID FRAMING/HEADER WITH Cn 2. USE STEMWALL FOOTING 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT WITH MIN(4)8D COMMON. (2)"'x 41"LAGS OR WOOD 4 2 < SCREWS @ MAX 16"O.C,, OR -2 SHEATH ASSEMBLY FULLY (3) 4"LAGS OR WOOD cli E A E� N SCzf X 2 _17 PER STRUCTURAL PANEL REWS @ MAX 24"O.C. S CT'O ED BY CONTRACTOR WHEN 13ACK SPECIFICATIONS, ST-1, FOR It a) CIS w M ST M LL 2A A E H�OD E EXER S UL U I. Sp CI C FILLING BEH�IND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 ROOF SHEATHING. (3)134"x11Y4"2.OE LVL PER PLAN 0 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS > MAY BE OBTAINED FROM THE ENGINEER OF RECORD. FASTEN EACH JOIST U) (2)#4 OR(2)#5 CONTINUOUS 6x6-W1 4 x W1.4 WWF 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY TO NAILER W/MIN(4) OR I'll ERMESH ANCH )RS MUST BE USED IN STEMWALL FOUNDATIONS. 8DCOMMON F TOE-NAILS. 0 - ------------ - -------- FRAMING C) 4 SECTION A. z VAPOR BARRIER 0 16" U) U-) >_ 0� IT x 0 Z 2 0 I- W W IL Cj 0 z m Q� < . 0 0 W L < Z wo 13 D j - U-) Lo 0 it LZI U) 0 w Ll U) w I-- >. CIL 0 zw9 -, E -, zz0 DRIVEWAY SLAB OR A i.- LLJ LL] - 0 m < m < W SLAB W/THICKEt ED it 0� > 0 F- 0 L3 I PAVERS,SEE ARCH b W W 0 W W M - EDGE PER PLAN z W W _j 0 LL 0 0� 0 IL W 13� �- 0� W 4"CONCRETE SLAB W/ U) 0 0 11 z m C/5 z CID. >- ww � -J 0 z 13 6x6 W1.4 x W1.4 WWF OR 0. 1.- < In a] I w w U, w w LLI U) L3 X 1 7 w Z w 0 w FIBERMESH z I w j 0� w I.- m z w j� 0'-0"A.F.F. 6LEARCH. �- ZWL - Oxj - ,� a Z) Oww [Lix W :30 �4 'DWGS. w w .4 ca 0� LU Ll Z z U3 w L9 < < 0 W W I. z z < �m w 8"MIN Lij E - ow �- ZLI < Ix LL WZ �x z W Uj E Lj :1 ul LLJ W LLI LL < x z z U3 � z z C) :) � ZZT STEMWALL BEYOND AND z >- LL U3 W I it - F- F- 8"x8"THICKENED 8" CONCRETE FTG,SEE PLAN Z z wC1 < mz - m< I._ z � i < Lij wz -j2 - LID mw < a� �- u FTG AT STEP-DOWN, K�� 0 L9 w 113 1 O� W L3 VAPOR BARRIER x>// W � >_ z IJ a < < z 1 0 SEE PLAN z w 15 0 F- I Z F :1 w z < 0 1 w Z Lj li 1 0 E J 1- 0 0 111 z 3�. . 4 �_ N m w < 0[9 F_ z L3 Lj GARAGE ENTRY CMU STEMWALL SECTION LL SHEET NO.: z 9 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN B CK 0 ST-7 FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 11- COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS < MAY BE OBTAINED FROM THE ENGINEER OF RECORD. cl� STRUCTURAL 6" 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 0 IL DETAILS NO 4 OR NO 5 @18"O.C. ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 01f JOB N 4"CONCRETE SLAB W/9"BEND @ BOTTOM 0 W1 6x6 W1.4 x W1.4 RS0256 WWF OR FIBERMESH VA < RIES SUBDIVISIOK 8"MAX tiantic Beach 5 A _j Country Club \1 MIN LOT NO.: X VAPOR BARRIER z 118 6"OPT. EXTENSION IN BRICK (D FLOOR PLAN: LOCATIONS ON FND PLAN 0 St. Simon-A 0'-O"A.F.F. 12"UNDER I STORY WALL (BEYOND U-BLOCK W/ 0 ADDITIONAL NO.4 OR NO.5 (1)#5 CONT Z DESIGNED: WITH (2)#4 OR(2#5 CONT 4"FLOATING CONCRETE C.) 16"UNDER 2 STORY WALL VWVF OR FIBERMESH LU REVIEWED. WITH(3#4 OR(2#5 CONT BAR IN BRICK LEDGE SLAB I W/6x6 W1.4xW1A 00 DAD/JML z x CIO FINISH DBM GRADE REVISIONS DATE 0,>/ x Cl) <, #4 OR#5 VER REINFORCING @ MAX 72"O.C. > LLI z 4"CONCRETE SLAB W/ 0 0 0 6x6 W1.4 x W1.4 WWF OR _\ LLj FIBERMESH 0'-0"A.F.F. 5 ARCH. FOOTING TO BEAR ON FIRM < ADDITIONAL#4 OR#5 z WIGS. UNDISTURBED SOIL .4 IN BRICK LEDGE zL VERT REINFORCEMENT TO 4"OPT B:11CK LEDGE HAVE 6"BEND @ BOTTOM 7/7\7 NOTED ON FND PLAN CAST-IN-P FOOTING SPECS PEX LO 1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT L VAPOR BARRIER 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT 12"UNDER 1 STORY WALL UCTURAL WITH(2)#4 OR(2)#5 CONT E A E N NE�f RING CT'O CMU S MW LL S 16"UNDER 2 STORY WALL 1 S ECIAL CARE SHOU LD BE EXERCISED BY CONTRACI OR WHEN BACK Of LL M w LL T IS OVER 4 WITH(3)#4 OR(2#5 CONT FP1 INGTBEHIND A STE A , PARTICULARLY WHEN COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC F007INGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. LL, Der6k,-,B.0M6rray, P.E. < QT ENGINEERING P.E. No.71457 02-01-2016 GENEFAL STAIR PETAIL SCALE RT.5. NOMS 1.DOORS ANP WINDOWS ARE APPROXIMATE FINISHEP 517ES:REFER TO MFG'5 SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2'FANKLE55 GAS WH 3.GAS PACKAGE W/4-PROFS 4.APPT`L GAS PROPAT LANAI N :775 'OOR'ANP WIN rf1N'11HEP RE' �C�Tj N 0 F F SILL 0 2-b`AFF 5.42"h WALL W1 CAP AT LANAI 6.PFEPLUMF3 SUMMER KITCHEN W/VENTE9 HOOP 7.MUP DENCH GAO I GAS I LANAI 8.GYPPE55 T&G CLG W/FAUX[3EAMS AT I-hre WRAPPED TO 101V FAMILY ROOM (Tyr) 1ALITED 5UMNIEK KITCHENW/ WOOP�-CMC g-IF 9.VENrl-ESS GAS 5OKE9N FIREPLACE 10.WOOD PECKING AT LANAI ANO PORCH 11.GARAGE SVC.POOR I SiNK (3)fA�FIF 3.PREFLUM5 OUTDOOR 5HOWEF 511.0 a-�AFF SILL 0 2'�AFF 14.PKT.POOP AT OWNERS EMTH 2.FREPLUME5 LNPRY 5INK —A 3�5�ZRL OWNERS -77 F-.D;r. -7-UITE 15.LOUVEPEP OUTDOOR SHOWER SCREEN x�Ia 101 CLG. YAULT q&CPO KITCHEM ------ [3EP 5 I F---———— 7 xll!r V-2.x 0-9. FAMILY Sr CLG YAU21=T Z-7f TIT 7�5� 7M VAULTED CI.G RFVISIONS �M. MIFF. GAS STUD effn C —EARTOPOVER �'T� X 10 CAO OW MEFS t�A I I-1 t'P . 1*19, ATH 3 !1;771 Va, iLIG, TOWEL5 6 F' MIMED 4Ft I'VAU i LOFT rANKL 5 T.P I C�SM t 72 V—X�l 0 4 — 9CLr .0: FOWP -A55TU5 C A H: ME: P0 CK� PINING 7-61 x 0-0' 414 Old Hard R ad,Suite 502 WIC fknung island OFIanda 32003 151-CL1. CCOR Office.-(904)264-6553 PIPE RATED C Fax:(904)269-2729 a,' I LL----K To&_5 I-fL F---- xA9 Lot 118 W LL.ICAF 'A' WFEN GARAGE AFIV RESIDENCE OPEN REAPS "'fjVCZE?,ED WITHJ�HIMMUM GYM Atlantic Beach V UP 20 zl— ON IWI OF-RIIJ�WAILM X149 101r,I FUN F15E 0-0. 10 -perm yxly Country Club L DAT 2 r QH ACCESS L 2 5ED 2 Schofield Residence 9 EQUIVALENT TO COVER GARAZE C FOYER I VCL7— GARAGE MECHANICAL EQUIFMENT NOTES: wic LO RFO FE5C-R302.5.2:DUCTS IN GARAGE SHALL DE MIN 26 -9 HOW I scKES"I 4 Y20 Floor Plans Duct Sized per ASHRAE Standards �P-� GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE 1716 Maritime Oak Drive Friction Loss 0 0 'OFFORT POSTS ALLOWED. 5TUPY Atlantic Beach,Fl.32233 t FLO SILL 0 2'�A, ,2 S atic= ,7, 5U 61 T-O'A� FFC-R,Nl1305A1:MiNV'CUEAPANCE REQUIREP AROUNO U Total CFMs= 14W ALI,SIDES OF MECHANICAL EQUIPMENT AND Dmwa By Sheet Duct Sizes shown in Area X Length COMPONENT5,INCLUPING DUCTS,WITH THE TOTAL WIDTH Ic-r ARS TEL= Z60 OF THE ENCLOSING SPACE FFING AT LEAST 12"WIPER Date — c cFM on Drawing THAN THE FURNACE OR AIR HANDLER 1-3-2016 Scale 1/w, V GROUNP-4,10UNTEP MECHANICAL UNITS SHALL 13E Plan -YePOVERFrAI)WOR 'YeP OfERHIAP DOOR ANCHORED IN ACCORDANCE WITH MC-R,SECTION — Of M1307-2, 2NP FLOOK FL/�N St Simon-A 6 SILL 0 2�61'Ar FS I S,-Or WPVTEN PIIAE�61ONS SHALL—E PFECEDE1,CE a1ER SCILI FOKCH SQ. FTG. CALCULATIONS OINJEN510145.CONrRACTQ?5 SMLL VEFJ�AND OF RE5PON&IOLF FAILING, TOY 01—51AM W-61 FOR PIMEIZIONS,ANDCONPITIONS OFTHE jOs MZTHLA5T FLORIDA DESIGN.INC.HEREDI 915EPYE5 ITO COVII40"I WOOD PECKIM 15T LYING 1967 2NP FL.LIVING 769 LAW oOrYRjCNT5 AND QTFER COPYRIGHTS IN THESE PLANS, 6.6 PT. F TOTAL LYING 2736 PFSICNF,.AND IDEAS.THESE PLANS.DESIGNS,AND 111AI ARE Wr 'WRAP ED DEDECOPIEPORCPANOEPINANY NiANINEROKFOPIAWHAT5ORIER. GARAGEAAECH.ROOM 605 W ARETHEYTODEA55 NEOTOANfTHIROFARTYWITHOUT IG 'OR I CH 150 RST 013TAINING,THE EX OZ' Y9 7-19' LANAI 250 NOFTHEAST�OFIPA Of�VGN,INC. 3741 TOTAL COVEFEP 12627 San Jose Blvd IST LOOP, PLAN Suite 702 J.ek—iu.'FL 32223 ��DrETORA(,iERSTUD5TOOEIT�S�112'FKOMFOLI��' TIONWALL Ff. 904.260.3319