Loading...
130 CLUB DR - NEW HOME DWGS J . Ns N04°12'55" W 1100_ _ - - - - - - - - -- - - - - -- - REN'ISIO t I I I t 1 - __ _ - 1 -- - - -- - - - - - - - -- - - - - 5 SIDE YARD SETBACK - - - -- - - -- - - -- - -}- - - --- - - - - - - -- - T HILL RESIDENCE � I 1 130 C UB DRtV 0 I I I I I 1 I I t 1 I I 1 } I I t } } I t DA _ ATLANTIC I I I I BEAC119 FL Rlwt } I ( t t } I 1 I I wok I I I I I A t IN I A.B. ANCHOR BOLI FB. FADE BRICK i PAR. PARALLEL ABV. ACCESS F.B.O. FURNISHED BY OTHERS PL. PLATE HE[GNt FIRE EXTINGUISHER W M ACG. ACCESS RE PR PAIR t I I SCREENED PORCH EXISTING RESIDENCE PT. PAINT cn 1� � A.C.T. ACOUSTICAL CEILING TILE FG. FIXED GLASS P POUNDS PER SQUARE FOOL I i D ADJ. ADJACENT FIN. FINISH FINISHED CEILING Fs POUNDS PER SQUARE INCH 1 0 0 AFF. ABOVE FINISHED FLOOR FIN.GLG. � In ' / AOR GONDIt1�IfNCs UNIT FIN.FLR. FINISHED FL RRC. POLYVINYL CHLORIDE e i (�, 1 D A/C P.T. FRE55URE TREATEDe I�, _ Q AGG. AGGREGATE FTG. FOOTING I� AIl, AIR HANDLING UNIT F.D. FLOOR DRAIN PIVD. PLYWOOD lm }n r ~ F.E.C. FIRE EXTINGUISHER CABINET IZ ALT. ALTERNATE I U' 1 rZ" Irn � W ALUM. ALUMINUM F.E.B. FIRE EXTINGUISHER Q.T.ER BRACKET /1 QUARRY TILE t } I APPROX. APPROXIMATE F.S. FLOOR SINK t 1 a AP. ACCESS PANEL HJRR FURRING I N ARCI-L- ARCHITECTURAL F.V. FIELD VERIFY R RISER AWN. AWNING WINDOW R R/A RETURN! AIR GA. GAUGE RAD. RADIUS E3 BD BOARD GALV. GALVANIZED RD, ROOF DRAIN I REF. REFRIGERATOR BF 51-FOLD DOOR G.C. GENERAL CONTRACTOR I I I 1TIMINOUS BG.D.O.G .O. GARAGE DOOR OPENING REINF. REINFORCED (D Bit. } BLK. BLOCKING GF.C.R. GROUND-FAULT CIRCUIT INTERRUPTER READ. BRED I }• -� W RM. 17 BLDG. BUILDING GL. GLASS } GL.BK GLA55 BLOCK WINDOW RO. ROUGH OPENING r BOT, BOTTOM I rn BRCS. BEARING GWB GYPSUM WALL ARD I I ' t I DRIVE BRK. BRICK SC SOLID CORE BM• 5E' II II 5CW. 5CNEDULE - B.I. BUILT-UP �'t N.C. HOLLOW GORE I 1 - -- - - - - - - - - - -- - - -- - - - - - - -- - - -- - - - - r� 511. BOTH WAYS HDW. HARDWARE 5F. SQUARE FOOT - - - - SA. SIDLE HUNG WINDOW - - - - 10' 51DE YARD SETBACK t HGt. HEIGHT SNt, SHEET � I W_%T. HORIZONTAL t I I C CABINET N.B. HOSE 51-85 SIM. SIMILAR t I CAB. 5L. SLOPE METAL I CPT. CARPET N.M. HOLLOW 1 I SLIDING CF. CEMENT FIBER W.5. HORIZONTAL S IDER SGD. MOKEDETECTOR GLA55 DOOR } } HVAC HEATING,VENT[-ATING SD. SMOKE I I t G.I. CAST IRON t AIR CODI CIONING SPK. SPEAKER t I C.J. CONTROL JOINT NSPECIFICATIONS CL. CENTERLINE P.W. HOT WATER SPEC, C.T. CERAMIC TILE 5TL. STEEL S.S. STAINLESS STEEL �- ---L- -- - - -- --�-- - -- - - - - - - - - - - - --- - - ---- - CUJ. COLD WATER 5.5. STANDARD N 04'12'55" E 110.0' CONC. CONCRETE I.D. INSIDE IONOR DIAMETER STOR STAGE G.O. CASED OPENING fNSNSUL. INSULATION . COL. COLS INT. INTERIOR S.U. SPEAR WALL SYR, SOUTHERN YELLOW PINE EX15TING 5FLAN. CONTR CONTRACTOR CM.U. CONCRETE MA50NRY UNIT CONT. CONTINUOUS J JAN. JANITOR T. TREAD SCALE: GLG, CEILING JT. JO T14K, THICK CR. COURSES T Kx TONGUE AND GROOVE __ __ _ - - - -- -251-2 - CJ. CONTROL JOINT �/ H N T.OF. TOP OF FOUNDATION N 04°12'55" UJ 110.0'__ __ __ - -- CFM. CUBIC FEET PER MINUTE K KIT. KITG E MA50NRY �- 11 -, T T.O.M. TOP OF -T- - ---- , GF. CUBIC FEE AIC A/G � �' iTOILEr C.fP. CAST-IN-PLACE T.O.J. TOP OF WALL t 1 } COMP. GMP. TOP OF WA ------- ------------------------------------------- - tv. ----------------- - - - GIR CIRCLE ` 11 41 �, -- ---------�-----------------------, } ---------------------------------- -- - - - - - - _- - - - -- - - -- - --- _--- -' ._ - - 1 TYR TYPICAL r I-" ICY. CUBIC YARD LAM. LAMINATE (D) TD TRENCH DRAIN ----_-;- ----`--' �' P�Y_�S �GK -` i' LAV. LAVATORY --`; I A — -+- — — — — — --1- —— — — .�� a 46611 --- _1E] .-DBL. `. .. DOUBLE II URINAL rpt U UR I � } ------------------------- ' DEMO dEMOL15H f MATL. MATERIAL cAM N °EMCAM I cv id DF. DRINKING FOUNTAIN MFGR. MANUFACTURE ao0. r DH. DOUBLE HUNG WINDOW MAB. MASONRY VVER . I I � DISPE` DISPENSER M.O. MASONRY OPENING TVERTICAL 1 ' DIA DIAMETER M.C. MEDICINE CABINET v.CT. VINYL COMPOSITION TILE t -, 1 MAX. MAXIMUM I I 1 ems+•ws sr. .' DIM. DIMENSfON ''ff ; 1 } &AM BW MA MIRROR W W.C. WATER CLOSET j �� '� D LOAD _ .� ! I OWE D.L. DEAD W.I.C. WALK-IN CW5ET ( I DN. DOWN MECH. MECHANICAL WF WIDE FLANGEtw t DOOR MTL. METAL RESISTANT GYPSUM WALLBOARD t I I DR. UIRGUJB WATER RAE I t D5. DOWN5POUT MIN, MIN" W.W.M. WELDED WIRE MESH ' I 1 r--------------____ �/ I D P. DE51GN PRESSURES WC. WATER CL05ET DWG. DRAWING w/ WITH ---; --------------- N N,I C. NOT IN CONTRACT ;--- w/o WITHOUT � I ' NOM. NOMINAL WWF WELDED WIRE FABRIC N.T.5, NOT TO 5GAL: t I � I I EA. EACH I I I E.J. EXPANSION JOINT ELEC. ELECTRIC I 1 II I I I EQ. EQUAL ® O.C. ON CENTER t 1 ) I I E.U.C. ELECTRIC WATER COOLER OPNG. OPENING ( I O.D. OUTSIDE DIAMETER f E.U.N. ELECTRIC WATER HEATER " t D C }D. OVERHEAD GARAGE DOOR EL. ELEVATION I FAMILY R EXIST, EX15TMG I N o d ! ' v' '! EXH. EXHAUST I } I LOWMA _ II � M _ H EXT, EXTERIOR V I IF � -4 II II I „ II � 11 I 1 1 I ;; I �►�e� a D oI I OF RAWIN �° -----SYMBOL5IN� �i ;----�----!---- I T-I TITLE SHEET, 51TE PLAN, DATA A-1 FIRST FLOOR PLAN / SITE PLAN U INDICATES DIRECTION OF NORTH I , x O1 NORTH A-2 5ECOND FLOOR PLAN I u I I ' A-3 ELEVATIONS aaVe a am a ^ � � w t PARA-4 ELEVATIONS � � z � 8 DRAWING NUMBER A-5 SECTIONS ' 1 t o �¢ 21V 4 WADE X A-b SECTIONS SECTION A_ SWEET NUMBER WHERE A-1 5ECTION5t ! I SECTION 15 DRAW A-S SECTIONS I FLORID ROOM I W <~ w 1 STAIR ' I � A-9 SECTIONS z } � .� I 1 4"0 A A-10 5ECTION5 t 4"m NA _-_- __-- --- OT u X DRAWING NUMBER A-ll SECTIONS I ( oT -Q F--- - - - - — —— — — —— — — — -- — 1 -i - - - --� DETAIL A- SWEET NUMBER WHERE I E-I ELECTRICAL PLANS — — — — — — 15DRAIUd - - - - - - -� -------------- DETAIL ' E-2 ELECTRICAL PLAN, LEGEND ----------------------------- - 1 �----1----------------------------------------------------- t� 1 i i f DATE OF A i ELEVATION LETTER 1 `- I i ELEVATIONS D A-5 B�- I fl DUMP_5T_E_R CAN 1 ISSUE E SWEET NUMBER WHERE SRSCALCULATION5: I ' " J I II�IR 1 �---- 25 ------------- ELEVATION 15 DRAWN I _ 1 10-13-15 C I I I PRECON5TRUCTIONP05T CONSTR : ,lCTION: - __ -_ _ AREA: __ __ - - __ DRAWN BY: -- -J-- -- - - - - -�---- - - -- - - - - - - -- 7, 00 SF 100 5F. N 04'12'55" E 1100' HGP DOOR O DOOR LOT NOMENCLATURE# 3.033 S.F. 3,Ili 5F. -b x 4-8HOUSE,GARAGES AND PORCH 3b48 = 3 5ULDING CODE5Ut*IMEIRN DRIVE AND WALKS(PAVERS 9 50%) 718SF. 398/2=199 5F. - O SHEET N O, 32 SF. 32 SF. WINDOW WINDOW EQUIPMENT PADS, 203 S.F. NEW 51TE FLAN HILL NO"ENCLATUREt ACCESSORY STRICTURE SCALE: 1/8"=I'-0" 3648 = 3'-b" x 4'-8" AFFLICA5LE CODE511 TOTAL IMPERVIOUS SURFACE AREA 3,843 5F. 3,b05 5F. NOTE: TREE SPECIES SHALL BE T- 1 TOTAL IMPERVIOUS SURFACE AVAILABLE 3850 F. 3850 5F. SELECTED FROM COAG APPROVED NTIAL CODE 2014 uST.LOCATION MAY VARY.TOTAL O 15012 FLORIDA RESIDE % IMPERVIOUS 49.9� 46.8% TO BE IN EXCE55 OF 145" G 245 SF.REMAINING REVISIONS N 04.1x55" W 110.0' • 15'-9�" 4'-8K" 5'•121K" 3'-JAN 23'-511 25'-2" 4 _ COMP. COMP. cr I ---------- ---------- - ---- - ----- -- ----- i ool 41-all 11 0 _j— 5' SIDE ARD SETBACK L- -- -- - - cmm FULL HEIGHT BUILT-N SHELVES ;n CONCi I ROUGH FOR WATER, AS, ( a, SLAW1 CABLE AND DEDICA TEDTH 110V CIRCUIT LIGHT LIGHT t ----- - --- ----- - TUBE ✓ TUBE I ISUMMER KITCHE - - -+ _ _ _ - _ _ +n AREA = 165 SF. %- .�� L IGHt , LINEN A�C 1 GARAGE 2 e TUBE O N A-i16 001' ,� - --- -- I hRIV ``' I I PAVERS ON SAND BED (50% IMPERVIOUS) Q I I `Q i'' p - - - -— — -- - - ►--1 I ct% Mui 5080 SLID. 5080 SLID. LIGHT% I a - F- ------ -� - TUBE f-�/ Y V 1 -------------------- --- - - �, ^ - FULL HEIGHT BUILT-IN SHELVES 'iJ4 I x I iI . l-8" 12'-8" ' 3'- K2'-24'-23- �--- --------- I 1 v 3- 4 w ! 1 -D ,4-11 SKYLIGHT ABO�E U � i � I I � ( � • I I l I I I- l i ,, I I I 3116"""TEEL I TUBE VERT.TYfi I' - J 36 STEEL _ TUBE p� CIA COORD INATE ! _ Q . 17 3u x5h,STEELF KITCHEN LAYOU O C-4 T- ;� VERT.TYP.. r WITH FINAL KITC 'n /� FAMILY ROOM - e I I fi -- � DESIGN OO ``' j' j FIN.FLR• 16"ABOVE 4 OF w w !' Li D EXHAUST CLUB DRIVE -' M ---- INDUCTION RI�GE w 3N5" TEEL I l I I I 35 J TEEL TUBE VERT.�YP„ I I SKYLICAS t TUBE r- ---------- - ABOVE WALK I i I I I PAVERS ON SAND BED L I ----- I' --- -� (50% IMPERVIOUS) 1 4' 1--- i BENCH I CAB. FREEZER CAB. DOUB. CAB. I REF. II I / ICE OVENS FULL HEIGHT BUILT-IN SHELVES iL 1-0 I _ CABINETS(INCLUDNG _ JENN'S DESK) 1 DRIVE �i 12'-I° PAVERS ON SAND BED 3'-4'+" 5'-i'`s" 3'-1" (50% IMPERVIOUS) . A RAIL a - GARAG E I � -_----_--- -_-_-- 3' ' U FLORIDA ROOM I � � 1 9-cn 01 O If LAUND. 1 STI • � 1 •� 0R DRYER - I L�. 1 - -- - - "' FUL -HEIGHt BUILt-N SHELVES I ( a N a � a 3010 3020 3020 GAS 20 CAS. +� 2630 AWN SHOIUER ;;j c. HEAD 108" HEAD 108" HEAD 108" L TANKLESS _-- NE -s_` a --_ HEAD 144" AFF. (HAA I �, �"� x a -------- /. U a ---- ------------- -------- - - -- -- -- ---------- - -- - ----- - - - \ v � a II 31_81(11 31_LItO 41_1/111[11 1_111 31_111 \, , Un z ►- 14'-6" 12'-4K° 20'-I" " a 211-011 b4'-SK" 25'-2" �n DATE OF N 04'12'55" E 1100' — — — — — — — — — — — — — — � — — — — — — — — ISSUE r: r 10-13-15 51TE FLAN / FLOOR I DRAWN BY: SCALE: 1/4"=1'-0" A/C AREA = 2,215 SF. AREA UNDER ROOF = 3,256 +165 =3,421 SF. SHEET NO. WILL © 15012 Q- REVISIONS e Lu LL a C 0 ' til � IL c - i - s 1 N LL _� LL Lu x p4 v I U � M N NORTH WALL NORTH WALL INTERMEDIATE WINIDOW5 HIGH FIXED WINIDOW5 r r SCALE: I/4"=I'-0" SCALE: 1/4"=I'-0" I I . I I I i I I I I I I 20'-59i" 3'-6K" 3'-6" 10'-wI 3'-6" j I I j ------ ------- ----- ---- --- ---- - a - - --__. ------- - - ---------- ----------- ---- - --------- I I j 3020 AUK 30203020 AM 3020 M 3020 h BILL s 16" BILL 116" SILL o 16" BILL • 116" SILL 116" F-- I PROVIDE R-13 BATT AfCMSTIC PROVIDE R-13 BATT ACOUSTIC WARDROBE CABINETS _ WMDOWS�� INSULATION THIS WALL �� INSULATION tNIS WALL — — HALL 6'-3" 3w' " 3'- " 5'-�a►f" / OD7 I w I M M r ° A/CMASTER BEDROOM II 0 D OM ;ems I Lu MASTER 5ATH Lu _ _ C SKYLKsIt �. .G. ABOVE Y 1 2'-S" I t I w I M I I . I � I I - ST_ I --� LANDING U G I IDOWN cn O i To U a � a I 4020 3030 AWN. 4020 AWN. a SILL l2" SILL a 60" SILL 0 12" w " L ----------------------- ---- ------------------ ---203-- - ------ - -------------- ---------------- ----- --- - -- --------------- -- - - -' a L bou Al 3'-Gv'4' 6'-2" 6'-4" 1, 2'-4K" 12'- DATE OF ISSUE 10-13-15 21'-0" DRAWN RAWN BY: NGP 5ECONID FLOOR PLAN SHEET NO. SCALE: 1/4"=1'-0" WILL • A A/C AREA = 1,141 Sr. A-2 © 15012 0 REVISIONS p o r u rT} 12 IL ' • eu J L J I I b t vmtrcAL RR�T � ------ --------------- -- ------- - ------------_----------------------- - �- - GRAVE SOUTH ELEVATION SCALE: V4"■iW / z 0 •• a N SECMI FLOOR ell JL- q-, U \ C7 Wo c x w z � V x u T T GM ff Coe=to DATE OF ISSUE PMTKam- - ----- - -- - - - - - - ----- - - -- - ------ - -- - - - - - - -- - -- - ----- - - -- - - - - - - ---- ------ ��L�+�I! 9ell DRAWN BY: I•IGP � NORTH ELEVATION SHEET NO. SCAI.E: V4"■ W A-3 HSL ® COQ REVISIONS -71 • r 1 M& CN NM 00 MI saw GN%l b1'Iicrom Pbmm ON 0 61MAI Piles 41 24'Oh'ice. SEC=FLOOR LLLLL I Ll i IST MOOR WEST ELEVATION t'Et'AL I�O�OF�fG ON GR�G`E k�A1�17 M�41LR QLD GK$'b?�iJC11�ZAL.P,4N�ON IUOOp PIPE T F M 0 II P! M U V "' a u +1 R.00R w � v Aill LL —------- F r \ DATE OF ISSUE ------------------------------------------------------------------------------------------------------------- ------- IST A.00R 9- 8-r DRAWN BY: SHEET NO. A-4 ® 160Q REVISIONS j t 4 'Al OItlP _ METAL ROOM ON GRACE ICE ASD MMM bt4 6WW ON P4" PA ML ON IIOOD We d11a1JCf W +240 OAC,,M. 12 TO W&ASC 3 W x AZIK TM Z'-r 40 METAL �s W �s bad ASIC TO bib TIiG b ai TO AM 2241M MRAMILEbf& Q GIC1fLkbFIT Wo � w ac"" x A4 � D U BAN H 12 METAL ROOM ON MACE ICE Ara MTM � SEW CN%'STFU PIAL POAWL f 0�DOD ETI�IGTIM M Z40 Of.,,rM. b14 x N AnK TM TO b*AnK 4"METAL ORM° W4x4AM KT M MAM bd AZW S4x4AMTOM 214E TO b*AMC Wx4AZEG LALNDWI gd3Wdl L - bra 8AMM+*0 Cw.ON&&, 5�4 x A 'IC 1RFI G►M.I*ft6 ON It Non vp SAI"ON WOOD 6nM z MI4L.L+ +160 H bt3 81A 1i"Om ON M*l � u W CIM.P 46"Up N C-0) I x 4 ASC Tilts w x x 4 ml T I'LOOI! C7 �w o cn 1111,00" GRAPE 0 z w � � � H x DATE OF ISSUE 5UILDING 5ECTION GG"I/ '44PP DRAWN BY: SHEET NO. Iu REVISIONS 40 HKAL 01111' W AM M,ASC T4#b*ASC 4"1rlTAL be4 F- bd ASC TO bib TO baiBMW Q W � x.a MTAL PCOM ON GRACE ICE AND"Mt saw off%m 87PLICUR&PASK CN L= ,. 2 Mcm•245 vim,tYP. ►—' w 3 Q p4 c� OP U ou BMROOM c� Z 49 METAL DRIP z0-4 < MAW F-+ MAW � Al . TO b*ASC 6/4 x N ASC 11!!'I 59 x 4 AZ9C TRIM IM I x 4 ASIC TOM 'sy fi z 1YINCAL �+4LL+ btu 0 ii■Or.ON N*o v CF.P ON Its mm 23P N W CN 20 WXP 87" 1 4 ASC TRH u z Gomm O �-4 w a H V x V DATE OF ISSUE 5UILIDING 5ECTION 45-m-15 -6 dG4LE�ux■=ria' DRAWN BY: SHEET NO. A-6 ® d01Z j 1 REVISIONS 40 MAL MP M AM boa AM TO bei AM 12 41 METAL �. M ASBC baa ASC T46 bob T46 bdr 22tobuxW OMERABL.E Q SAM arrLlr�lT � W oNr �-'-•• � ~ w 22%tea' p � x MEAL FKXM ON GRACE I=AND WATM � U GMW ON P40 bTRJC'I R&PANS ON MOOD 6 240 04 TYP. � W � GA U Ai M71CWHS"TION TNS �"� H TTIMC.AL W4L.L= WALL bt3 CA •1i■OA ON w c,�P ON II'NM w 12 � aFEA Gil bei t1=bmx To ApY&M rLMD=ow � aim 00 Nam TO a1060M FLOOR"MM• *8 Or TYP. W4xQAnKTMM i 40 METAL MP bQ4 AnK bd IIQw a°scm AJC GU M ATM ON OM OR MAGOM-DORATE TREATED b1'P OTHOt PL.ATEb-bYP MAPM-6YP. sum-arm=PIN:PIR TOG b*AZEK Mr.,-MR=PM FIR ALL FAS704M C.OATTAGTM M x 4 ASC ACQ TREATED MUM 84AL L IS bTAa.68b 67M Olt NOT DIPI■ED Cs4LYMMP. BMLALNEW gd3Fm-Ms rrPICALNAM UQINSULATIONREQUIREMENTS: boa""M•Ib Of'.ON Erle• a.Pi41+EL,b ON WK IM° lT'�'I•IC.AL ALL.IeI.00Rb.�4l.Lb AAD I®D�Ol�i) 0"?HM+ICs ON a=S1" a r PPAMED D RIO I.b R-M ISATT M�t��.i4TM •I6 OG TYPICAL MIALL� ALL DOOM, NMLV G FO R-30 FOAM MD-Mit-PLAICE MAIM b�pA •1i■D�ON bAi' C.P.P ON its mm ZIP ALL Swim PLOOI!Moom It-it W41 T No"" a a A ON 2*9M bTl b IIS "I AT 1�OOI''E WTI IMP a.CW R-13 MIT M�61�.�►TION •ii■O AWD Ab GW MI AT PLAN (Ab H&LATKM w x I x 4 A=TIlM'I V 1 4 ASC TIQM PMT i'Trt7OR C7 w o H Z �G �b ORIIDE E� � w � V x V _ . DATE OF ISSUE 5UILDING SECTION •"� 8C"s WNW DRAWN BY: �IC�P ..� SHEET NO. A-7 FIM.L REVISIONS MAL IlOOI+iGi ON WACE k:E AMS WAM � s p ON%167pucfm&PAm M WOOR 8'1ii,IC11 W•24"OA TYK 1Ei 2*%W 0MAKE 22 8x4V 01"E MISLE W Q MM H � w TER BAT14 BAN BEDROOM bd DAVM•Ib"Oa ON 1146 W.Pki"ON 4"NOMI zr � �+ MMATFM m bo W=611 6 •*"Oa To Ap'Y*m r!-Y11=pom f°I�skEEI4Ep FLOgQ 1'I�bQFd�• *1 OA T1'R rI�G'VILm cm STAIR D ` RAU,�4�1+DRA�LA►av AT L*VWA 6r4 x I�ASC TM E!�MC f6VJ/0 PM.2 Rams�ELeGTIONb TO dY 011�lR "60 CMUW.%TYR•WRAM e w 1-11, —� o \ w \ N ��-_ M z \\ ��_� aPAWN ON V !gyp U"SAS d F V x V DATE OF ISSUE PARTIAL 5UILDINGSECTION 'S SCS"WNW j DRAWN BY: SHEET NO. A-8 HN.L ® BIZ REVISIONS 1 Q E METAL FOONd ON GRACE A1E7 UMP 64W ON V 6TRUMIURAL ON�1001� I bT1YUG1ti- - •241 OA TYp. H � 22% IOFERADLE w 41 ICTAL ow 1 bdAM I EDAlTnMT u TSG boi AxBG � � tin w� art U ` i T1�M aax p v - _ W aC , 1 E 1 ALM 4 OF SKYLIGHT•4 GP IG 04N 1 FAMLY 1 1 i 1 1 I 1 f 1 Z q P4 � M W wM z � a x x c7Na P-1 � w c) V) — — — — — — — — PAl"WALK WO H d W w ¢ x � U t DATE OF ISSUE 5ULDING 5ECTION '9 dCa4LE� V��I'-O■ DRAWN BY: Imo° SHEET NO. A-9 HILL i f z IIOiOl1i�AI d1M��ASD w1�e 1' Ai�'•ItrC.'7tIML I■�rs.AI rD� M MOM Al dpi 10 AMOOM 12 �D Ql�'MIaGI�AL MM.aN�� MIVGI��f1+'ACr 1�. f "M teow"atovM ice A D melee REVISIONS ATT wao a���e�n�a oK r�ooD �7�PM 'i �Bar 4 { M MAL DRIP 4'METAL OW AA M Ll Z's � AZEK M A b6 ANK bob AZI K TO bai AZEK TAG bob Ann ;r TIC'#bd AZI MP4 AMCrer �aiaie�s re�o ot�te TO bob gxHC SAM Z'-O' rwlc�s*x a�,tYr. I 4"MT&DRIP vim . bc4 AZl9C 31 bi ABC TO bob ASC l'b'da • Tyr"COMM it" . bd MATMG•16'=ON b,Ab' rrlw AL MKtEIl101t ULQ I CF.PAID ON h'NOML ZIP TO bob AZEK bc3 DATIM•li'=ON SAb' A.A1NN3 dr fob MI04I7 Of"I•Aftb ON int"NOM.ZIP •16'� GNMA►THM ON fob W D ORDS MMTER BAIN •li'O� CORNER / 5EAM V4'•r-O' IL P-4' TIG At VA4M FLYMIOOD DECK 'TAG ADYAM'Ek PLYMM GEAC a I-fin al.11D NAD TO COED AICD NA"TO Mff&MOOM Of 4%4=kM AD rine BOOR Mew IS.M TI1Uddl:B eek a MN r1e�n+rAb.a otaap li'OAC„ *0 OCG„TM. Mw�clu�t��acs M M x O AM TM 771 2x5 STM I= 7 TO bob Ate"C 5/4x4AnKTRM 5/4 x 4 AZEK TRIM SOTMAM 2I-V F7YEIQFY OF odeTlVrs DOOR TO M 1 EEDRCM F DA IWM� L si - all T z L44x4AMC TRIM � o Tyr"EXtptl01!U" � M w bt3 DATTM•Yr'OC ON bili CF.PAIS U ON III NOMI.ZIP GMUrI IG ON fob 11I00D 67w bTYPICAL EXI IOR �,I ' •lb'Oa M nATW•*0=ON W x 0.PANM Ohl 4'WK ZP � � x cp� a SEATING OM poi MI=op" o x FOIQht � rII�T ROae � • r r r — PAVER OK&MV 8M M" DATE OF ISSUE 9- 8-15 DRAWN BY: HGP SHEET NO. WALL SECTION3 WALL 6ECTION WSECTION* WMINE6ECTION "� — WA 3✓4'■W — aCr4LEt 3l4 ON& l Wur-G' — i r REVISIONS 12 Fl & M KI�tc�-at w � FWTRAM GIELEVATION x � U H 4"MT/Y.ORP W AM Md AUK MAL POMM ON MACE KE*0 NMS Mt 2 saw ON%m PRAL ON um dT14fJC118�E•�4"Off.TYP. � - 3 4"NATAL OW k4 AnK TIG bai AZEK bdAnK 5/4x4AMT M V-O" T40 b*AM 4 TAG bo AM TO b*AM 4"NATAL DRP M AM bd AZA r--r 24r US W 1 Z C �x 4 AM IM TICs b*AaIC Gvm ON t!'Non ZIP 8 4FAIRM ON 2a4 �- FRA MM P.T.bxb row &ktgR KJ 0 N ■ U M 1� r rn N rml z OST PLAN 1n"■P-O" bc3 DiA1T�ld li OiG ON W v ,c, W.PEELS ON hm NOM ZP C7 w o cWn Mi"o o C40) z � H x MFT R. M! u DATE OF ISSUE DRAWN BY: SHEET NO. . a i 5UILDING SECTION 1 5UILDING SECTION. a r e I�VISIONS AOC AC caw. c>P ----------------------------------------------------------------------------- ------- -- ----------------------------------------------------QR ------� , I OLM"Krfcmi ftNToQ ------------------------------ - I] r-------------------- dM CMM,dAG 4 CAME Llaff I= OTM &PPER fQTCkMl BANI I I I I I I 1 Uaff Lam+! U I I r I I I I I ------ AV e r------------------- 8 TM------- ----------- ---------- APAP M4 s�L I I I I I I I I I I I I I rdCLkTrtmi U M I I I I I I I I I I I II II I I II I I II , I I I I I I I i l lum KmiN I I I I I pow I I 1 I , II I I II i I I I I I I I I I I I I I I i I I L----J I FAMILY R=41 ---- I I I I I I -� Qr Cift CAM P= CAM I I I ° � I -------------------- MUM I I I I I I I I I I I I � I I I I , I I u$r I I A%P MM PAM &ARAM, I ' I --------L4M, i I I I ' ' I I I L-------- ----------- I 0 DINER I U I ry � L-----------------------------------J TANKLM IUB , V � Q f� L---------------------------------------------------- ------------------------------------------------------- -----------------------------------J C7 W CD (n C) LIJ O04 z W a x V FINUT FLOOR ELECTRICAL PLANI I dG41v4••IW DATE OF ISSUE 9- 8-16 DRAWN BY: WA SHEET NO. E- I HN.I. i REVISIONS ELECTRICAL LEGEND mfm mom ME � e TIS-W4Y � hA11!-W�4Y WMt WWWAT wv mmim am= rwv ouMJDc OUFLFT of Ma Krm WWAwt wvpwm mm,WA Q WV CUR"OJW*RAM MOMM C wv Dum"0ZLFT,CELL r aNw K Cufto,M&IF WV DUM"OUTLET ON CIMM Q x 2r OJM pQ WV DI14"OUTLET APC PWLT WV PUMJ t OUTLET,AIC PAILT,HW WOM C�] WV DUI■M CURET,dR @ C LM mom eY*yews eoNneAcrOle H @ wm a IE eurrOrt wm wm D e /CAVAM ma oxce D nwm PAWCCI TION ISI"TV atrLET we 04" Ll%ff MOM CEL16 MOLM'ED,CM TYM LIGFR I<Drn�,CELNc�Mot�+trEp LIGHT FDCM UWL Mamw i LIGHT FDCiM11W IL MOImw KJJDFE&:Bff I H LIGHT MILK umm CAMT Momm i I I USff RXTUME,244 MW FLIJ0I�CB+IT -------------------- ----------------------------------------------- --------------------------- I - --- ----------------------------'---------- - ---------------------- ----------- ---------------- Lk*ff FDCW PECOM&UP I j T=PAlG3.00AND,12'TO TOP I ---- DId12'TO TOI° FIR T& ANNIIIIIIIIIIIEN LIS ?"egg "Mow I ❑ I a I CELNG FAN wIGH LT WT I I I i 7 I I LM TM BATM ' I CELM FAN■Ib Lt6NT I I I I t + FUM - I ■ I IH � aw I o ----� � ►I 840 CELM FAN � w c) V) pqLl z I I w < L------------------------------------------------------ ---------- -------------------- / w V EL.ECIIW&CONTRACTOR"LL I°Io0'VIpE COhN°LL'TE em/CAilo M"00"OLRECTOR 6""" Ab P5QXW DY CODE ALL W=`M C&me swu w IN DATE OF IM 2M NAMUL ISSUE ELSCM CWL I'I!o'VA2E AIIGAi1 LT 9-28-16 CmCW Nt~tIN ALL Ia IMO!6 PER APff=W-8. DRAWN BY: FIGP 5 5ECOND FLOOR ELECTRICAL PLAN WALE U40of-V CSHEE:T�NO. )r-rKArlll*w i WV FMM Iu TO L404 MO.CM AT LAVATOM E-21SOf� N 04.12'55° W 110.0' REVISIONS I I I I I THE HILL RESIDENCE I I 5' SIDE YARD SETBACK I I 130 C UB IV DR ATLANTICBEACH FLORIDA I A55RE V I AT I ON5 I I N i - A A A.B. ANCHOR BOLT F F.B. FACE BRICK P PAR PARALLEL I I b I ABV. ACCESS F.B.O. FURNISHED BY OTHERS PL. PLATE HEIGHT ACC. ACCESS F.E FIRE EXTINGUISHER PR. PAIR I I N z A.C.T. ACOUSTICAL CEILING TILE F.G. FIXED GLASS PT. PAINT ADJ. ADJACENT FIN. FINISH PSP POUNDS PER SQUARE FOOT = I ( SCREENED PORCH EXISTING RESIDENCE I� m AFF. ABOVE FINISHED FLOOR FIN.CLG. FINISHED CEILING PSI POUNDS PER SQUARE INCH E A/C AIR CONDITIONING UNIT FIN.PLR FINISHED FLOOR P.V.C. POLYVINYL CHLORIDE 0, Imo, I D Ips , 0 AGG. AGGREGATE FTG. FOOTING P.T. PRESSURE TREATED I I I I Q AHU. AIR HANDLING WIT PD. FLOOR DRAM PWD. PLYWOOD I 4 ALT. ALTERNATE F.E�G. FIRE EXTINGUISHER CABINET ALUM. ALUMINUM F.E.B. FIRE EXTINGUISHER BRACKEN/-� rn �-+ APPROX. APPROXIMATE FS. FLOOR SINK Q Q.T. QUARRY TILE I I ( I I AP. ACCESS PANEL PURR FURRING ARCH. ARCHITECTURAL F.V. FIELD VERIFY RR RISER I I I 0 AWN. AWNING WIND R/A RETURN AIR I I I ►—I w GA. GAUGE RAP. RADIUS W. BOARD GALV. GALVANIZED RD. ROOF DRAIN BF BI-FOLD DOOR G.C. GENERAL CONTRACTOR REF. REFRIGERATOR BIT. BITIMINOUS GDA, GARAGE DOOR OPENING REIN. REINFORCED I I I M x _ BLK BLOCKING GF.C.I. GROUND-FAULT CIRCUIT INTERRUPTER REOD. REQUIRED U BLDG. BUILDING GL. GLASS RM. ROOM BOT. BOTTOM GL.5K. GLASS BLOCK WINDOW RO, ROUGH OPENING I I I I I BRC. BEARING GWB GYPSUM WALL BOARD I� I I U W BRK BRICK BM. BEAM S.C. SOLID N EB . BUILT-UP N.C. HOLLOW CORE SCC. SCHEDULE I I s I DRIVE u B1J, BOTH WAYS HDW. HARDWARE S.F. SQUARE FOOT HGT. HEIGHT S.H. SINGLE HUNG WINDOW M H HORZ. HORIZONTAL SHT. SHEET 10E YARD SETBACK Z C GAB. CABINET H.B. HOSE BIBS SIM. SIMILAR I I I I GPT. CARPET W.M. HOLLOW METAL SL. SLOPE i i _ --- � I CF. CEMENT FIBER H.S. HORIZONTAL SLIDER SGD. SLIDING GLASS DOOR C.I. CAST IRON HVAC HEATING,VENTILATING SD. SMOKE DETECTOR I I I C.J. CONTROL JOINT t AIR CONDITIONING SPK SPEAKER CL. CENTERLINE H.W. HOT WATER SPEC. SPECIFICATIONS C.T. CERAMIC TILE STL. STEEL C1lJ COLA WATER S.S. STAINLESS STEEL L __ __ __ __ CONIC, CONCRETE I ID. INSIDE DIAMETER STD. STANDARD N 04'1255" E 110.0' CD. CASED OPENING INSUL, INSULATION VOR STORAGE COL. COLUMN INT. INTERIOR S.W. SHEAR WALL CONTR CONTRACTOR SYR. SOUTHERN YELLOW PINE C.M.U. CONCRETE CONT. CONTINUOUS MASONRY UNIT JAN. JANITORt EX15�"fNC� SITE PIAN CLG. GE IL IAIG JT. JOINT I T. TREAD CR COURSES THK THICK SCALE: - C.J. CONTROL JOINT �/ T tG TONGUE AND GROOVEf 4 CFM. CUBIC FEET PER MINUTE K KIT. KITCHEN T.O.F. TOP OF FOUNDATION CF. CUM FEET T.O.M. TOP OF MASONRY `--�-- -- ..._T____ __��_ __ --— -- -- -- --,w--- -- -- --�-- -- -- --� C.I.P. CAST-IN-PLACE TA.W. TOP OF WALL . I CIR CIRCLE TV. TELEVISION I I I I CY. CU51C YARD L LAM. LAMINATE (D) TYP. TYPICALI --- - ------------ - ---- -------- - ----- -- ----------------- LAV. LAVATORY TD TRENCH DRAIN5'SIDE YARD SETBACK r---, —— I I I PBL. DOUBLE DEMO DEMOLISH M MAIL. MATERIAL U UR URINAL € I L-------- --- --- ---- - I ---- -- ( I I DF. PRINKING FOUNTAIN MFGR MANUFACTURER DH. DOUBLE HUNG WINDOW MAS. MASONRY VERT VERTICAL I I DISP. DISPENSER MD. MASONRY OPENING DIA. DIAMETER M.C. MEDICINE CABINET V.C.T. VINYL COMPOSITION TILE DIM. DIMENSION MAX. MAXIMUM IIIIII I Ousa Dl. DEAD LOAD MIR MIRROR W W.G. WATER CLOSET I / + 1°� I DN. DOWN MECH. MECHANICAL UIL. WALK-IN CLOSET \_ SEDROM DR DOOR MIL. METAL WP WIDE FLANGE Ds. DOWNSPOUT MIN. MINIMUM WW-*e WATER RESISTANT GYPSUM WALLBOARD D.P. DESIGN PRESSURES W.W.M. WELDED WIRE MESH I I I DWG. DRAWING *I W.C. WATER CLOSET13 I V Nic. NOT IN CONTRACT w/ WITH _p I ' NOM. NOMINAL w/o WITHOUT WWF WELDED WIRE FABRIC -I `----( _ ® -- N.tS. NOT t0 SCALE - ---------------------- ------------ ; EA. EACH I I I I P E.J. EXPANSION JOINTI I ELEC. ELECTRIC 11 I I I I I EQ. EQUAL O O.C. ON CENTER El= ELECTRIC WATER COOLER OPNG. OPENING I ; E.W.H. ELECTRIC WATER HEATER OD. OUTSIDE DIAMETER I EL. ELEVATION OND. OVERHEAD GARAGE DOOR EXIST. EXISTING 1 �' I I� i I I 1 I I I '^ V I D EXH. EXHAUST L EXT. EXTERIOR 'I O.. I � II I ( I LOGGIA -� ,I FAMILY I�001'1 _ i I ff I L L-- �I I VI 11 I II I I I I � - 5�'M0�5 INDEX OF IDFRAWING5: I I� - V z rn O IN iI __Ji I fil M V T-1 TITLE SWEET, SITE PLAN, DATA A-1 FIRST FLOOR PLAN / SSITE PLAN NORTH INDICATES DIRECTION OF NORTH Ii IIIIi(rND_ IIIII(II IIi WCQax7 _ xwaVs �Sx z A-2 SECOND FLOOR PLAN A- ELEVATIONS A- ELEVATIONS V DRAWING NUMBER A- SECTIONS X A- SECTIONS I� LIk 10M z SECTION 6_ SHEET iW15ER WHERE A-- GAR SECTION Is DRAWZA- SECTIONS A- SECTIONS LAW. u A-1 SECTIONS X DRAWING NNER DETAIL A-11 SECTIONS A_ SHEET NUMBR WHERE DETAIL IS DRAWN E-1 ELECTRICAL PLANS xw�Hx" " -- - - -- -- -- -- -- - - - - -- -- -- - -- -- -- -- -- E-2 ELECTRICAL PLAN, LEGEND -- �- -- - - -- --I'� - -- -- - -- -- -- T � -------------------1�'-S1DE YARD SETBACK-------AC --------------------------------------------------------------------------------------- �—ELEVATION LETTER I I I ELEVATIONS A-5 B SHEET NUMBER WHERE IMPERVIOU5 5URFACE GALCULATIONI,5: I DATE OF ELEVATION IS DRAWN -- ------- ISSUE C I I ( AREA: PRECONSTRUGTION: POST CONSTRUCTION: I I I 9-28-15 I I I LOT 1, 00 SF. 1, 00 SF. I N 04'12'55" E 110.0' DOOR O DOOR L--�-- -- ---�--- -- - -- -- -- -- - -_ _- --�--- -- -- --� DRAWN BY: NOMENCLATUREt HOUSE,GARAGES AND PORCH 333 SF. 326 SF. 3648 = 3'-b' x 4'-8° DRIVE AND WALKS 1�5 SP. WINDOW ® WINDOW 5UILDING 5UMMER""r HGP EQUIPMENT PADS, 32 SF. 32 S.F. NOMENCLATUREt ACCESSORY STRUCTURE - 210 SF. 3648 = 3'-b' x 4'-8" NEW 5(T PLAN SHEET NO. AFFL (l.i�5L CODE& TOTAL IMPERVIOUS SURFACE AREA 3,843 SF. 3643 sF. HILL TOTAL IMPERVIOUS SURFACE AVAILABLE 3850 S.F. 3850 SF. SCALE: 1/8"=1'-0" w. T- 1 FLORIDA RESIDENTIAL CODE 2014 L% IMPERVIOUS 413% 201 SF.REMAINING O 15012 c 4 (---�-- -- --T-- -- -- -- -- - N04.12'S5"w 1101d'-- -- -- - -- -- -- ---�-- -- -- -- REVISIONS LL S P4. CE E IDE THE HI R ' I I V SIDE YAW SETBACK I ' I I I I I 130 C UB Riv ATLANTIC BEACH FLORIDA I I I I I I I I I I AS5RE V I AT IONS I I ��'� I C� � I 10 A A.B. ANCHOR BOLT F$. FACE BRICK P PAR PARALLEL ABV. ACCESS F.BO. FURNISHED BY OTHERS PL. PLATE HEIGHT I cg°• ACC. ACCESS RE FIRE EXTINGUISHER PR PAIR A.C.T. ACOUSTICAL CEILMG TILE F.G. FIXED GLASS Pt. PAINT - ADJ. ADJACENT FIN. FINISH PSF POUNDS PER SQUARE FOOT "- I (� SCREENED PORCH EXISTING RESIDENCE I$ I m AFF. ABO`,/E FINISHED FLOOR FIN.CLG. FINISHED CEILING PSI POUNDS PER SQUARE INCH A/C AIR CONDITIONING UNIT FIN.FLR FINISHED FLOOR P.VC. POLYVINYL CHLORIDE �, I�, I I , e AGG. AGGREGATE FTG. FOOTING P.T. PRESSURE TREATED 0I I - I AHU. AIR'NANDLING WIT F.D. FLOOR DRAIN PWD. PLYWOOD I ALT. ALTERNATE F.E.C. FIRE EXTINGUISHER CABINET - A ALUM. ALLI11NUM FE$. FIRE EXTINGUISHER BRACKET IT APPROX. APPROXIMATE F.S. FLOOR SINK Q Q.T. QUARRY TILE 1 I AP. ACCESS PANEL FUM FURRING �H. ARCHITECTURAL F.V. FIELD VERIFY R R RISER R/A RETURN AIR GA. GAUGE RAD. RADIUS BD. BOARD GALV. GALVANIZED R.D. ROOF DRAIN I I?R I I I ^ BF BI-FOLD DOOR G.C. GENERAL CONTRACTOR REF. REFRIGERATOR cA I I {� ►x BIT. BITIMINOUS G.D.O. GARAGE DOOR OPENING REINREINFORCED I-_4 BLK BLOCKING GFC.I. GROUND-FAULT CIRCUIT INTERRUPTER RE . REQUIRED , R 12 U BLDG. BUILDING GL. GLASS RM. ROOM I I^ I I I BOT. BOTTOM GL.BK GLASS BLOCK WINDOW R.O. ROUGH OPENING BRG. BEARING GWB GYPSUM WALL BOARD I I I w BRK BRICK I I I I I U pQ BM. BEAM 5 S.C. SOLID CORE BL. BUILT-UP H.C. HOLLOW CORE SCH. SCHEDULE , I I I DRIVE O U BMJ, BOTH WAYS HDw. HARDWARE SF. SQUARE FOOT HGT. HEIGHT S.H. SINGLE HUNG WINDOW -- -1-- -- -- - - - � - - - - - -- - - -- -- ----- - - -- - - - -- -- ---- -- -- --- - - - - -- -- -- ---- � E-+ HORZ HORIZONTAL SHT. SHEET 10'SIDE YARD SETBACK e� Z C CAB. CABINET H.B. HOSE BIBS SIM, SIMILAR I I I I ¢ GPT. CARPET W.M. HOLLOW METAL SL. SLOPE CF. CEMENT FIBER HS. HORIZONTAL SLIDER SCD. SLIDING GLASS DOOR G.I. CAST IRON HVAC HEATING,VENTILATING SD. SMOKE DETECTOR I I I CJ. CONTROL JOINT t AIR CONDITIONING sm SPEAKER I ( I I CL. CENTERLINE W.W. HOT WATER SPEC SPECIFICATIONS ( I I I C.T. CERAMIC TILE STL. STEEL I Cltl GOLD WATER S.S. STAINLESS STEEL I---�- -- --�--- -- -- -- -- -- -- -- -- -- -- -- -- --�-- -- -- - CONC. CONCRETE I ID. INSIDE DIAMETER STD. STANDARD N 0412'55"E 110.0' CO. CASED OPENING INSUL. INSULATION VOR STORAGE COL. COLUMN INT. INTERIOR S.W. SHEAR WALL CONTR CONTRACTOR SYP. SOUTHERN YELLOW PINE CONT. CONTINUOUSREMASONRY UNIT J JAN. JANITOR T EX15TING 51TE FLAN GLG. CEILING JT. JOINT I T. TREAD CR COURSES THK THICK SCALE: 1/8"=1'-0" C.J. CONTROL. JOINT T tG TONGUE AND GROOVE CFM. CU51C FEET PER MINUTE=-,—K,-�-Km-<--- -._,l4kT _ T.O.F. _--TOP OF FOUNDATION - _ _ _- - ,�.- � _ N 04'12'55"W 1100' _ CF. CU51CFEET T.O.M. TOP OF MASONRY I-- -- -- -- -- -- -- -- -- -- -- -- --- -- - -- -- - - -- -- -- C.I.P. CAST-IN-PLACE T.O.W. TOP OF WALL I �— -� ` �— GIR CIRCLE TV. TELEVISION CY. CUBIC YARD L LAM. LAMINATE (D) TYP. TYPICALI r---- --------------------------------- --- - - ---------------------------------------- AV. LAVATORYTO TRENCH DRAIN 1 1 5' SI E YAWSETBACK r-- r DBL. DOUBLE DEMO DEMOLISH I I MATL. MATERIAL. � UR URINAL � j I -- DESIGN SPECIFICATIONS: GENERAL NOTES: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG Project has been designed in accordance with the 5th Edition(2014) Florida Building 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with - Architectural,civil(site),electrical,mechanical(plumbing and HVAC waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, ENGINEERING, INC. Code,Residential,and the Florida Building Code,Existing Building(as applicable). ( ) (P g )� and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of .1"to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE#202 DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per W JACKSONVILLE,FL.32258 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations. m P:904.886.2401 F:904.260.4367 conformance with all requirements of the authorities having jurisdiction over this type W jhulseng@bellsp�aUi.net Wind Design Method ASCE 7-10 F RI A C.A. MBER:25846 Basic Wind Speed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and Building Risk Category: II other deleterious material.Structural fill shall be compacted to a density of at least o f Wind Exposure: D(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection E f' Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary shall be provided in accordance with applicable code requirements. If soil treatment f Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during is used,the treatment shall be done after all excavation,backfilling,and compaction1.N4��4+�tiE�+r Oto", Wind-Borne Debris: NOT located in the wind-borne debris region construction. is completed. e I ,;`�.� •••.rrr $root$$ !!3 G Unless otherwise noted,project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be �.�� •' �,� + Its ''ots, commencing work. compacted to a density of at least 95%of the Modified Proctor Maximum Dr Density - ' © Z owner and/or contractor. Examples of such Items Include,but shall not be limited to, p ty Y Y = J' ,./ % determination of grade elevations,drainage features,and special requirements (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. • o No, 07 associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles, 3 * 3 plates,openings,sleeves,hangers,slab depressions,or other components as may be - 11. The following minimum concrete cover shall be provided for reinforcement: required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth i-t�•$ b9-2 15* DESIGN DEAD LOADS: g P Y p TATE n�� 2" Concrete exposed to earth or weather ,� FL`OYI9'S. SO PE Floors: 6. All details and sections shown on the structural drawings are intended to be typical 1 '/2'Concrete not exposed to earth or weather and shall be construed to apply to an similar situation elsewhere in the work except The design floor dead load of 12 psf assumes a floor system utilizing wood decking or PP Y Y P wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The flo r where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following P , AL EN���•``�``r covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be minimum lengths: � ���quaoaunn�arNrr�, notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #4 bars: 21"minimum shall contact the Engineer for clarification in cases of conflict between the structural 9 #5 bars: 26"minimum m Roofs: drawings and any drawings prepared by others prior to commencing work. #6 bars: 32"minimum 3 Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) FILE COPY Concrete or Clay Tile: 15 psf 8. Itis the owner's and/or contractor's responsibility to obtain a soils exploration report. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. 2 Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support " noted assumptions. All requirements for site preparation and soil compaction DESIGN LIVE LOADS: reinforcing steel.Support items which bear on exposed concrete surfaces shall have specified in the soils report shall be followed unless more stringent requirements are ends which are plastic tipped or stainless steel. Floors: specified in these plans. Exterior Balconies: 40 psf MASONRY: Exterior Decks: 40 psf CONCRETE: 0 Stairs: 40 psf(or 300 Ib point load) General: Garages: 50 psf(or 2000 Ib point load) 1. All concrete work shall be in accordance with"Building Code Requirements for All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Concrete,"ACI 301. 1. All masonry work shall be in accordance with"Building Code Requirements for a Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI y Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 530.1-11 Slabs on rade,footings,and misc.concrete: fc=2500psi Without Storage: 10 psf g g � m With Limited Storage: 20 psf Structural slabs,walls,beams and columns: fc=3000psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11". 0 Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used Less than 4:12 slope: 20 psf in brick veneer. 4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) CLIENT: 4. The contractor shall be responsible for the design and installation of all flashing. ELITE CUSTOM HOMES AND DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic m RENOVATIONS,INC. material or other substances that are deleterious to concrete or steel reinforcement. Concrete Masonry(CMU): PROJECT: Walls: $ HILL RESIDENCE Wind loads with plaster or stucco finish: 0360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1. Concrete masonry units(CMU)shall be ASTM C90-11 B,Hollow Load-Bearing Wind loads with other brittle finishes: U240 structural drawings.All reinforcing details shall conform to"Details and Detailing of Concrete Masonry Units,normal weight,with a minimum compressive strength of 130 CLUB DRIVE Wind loads with flexible finishes: U120 or L/180` Concrete Reinforcement,"ACI 315,unless detailed otherwise on the structural 1900 psi(fm=1500 psi). JOB NUMBER:15.1179 1 COUNTY: U180 for exterior walls with interior gypsum board finish. drawings. � SCALE: Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following %" =1'-0"(U.O.N.) Live Load: U480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement minimum lengths: E shall be in accordance with"Standard Tolerances for Concrete Construction and #4 bars: 20"minimum g Total Load: U240 DO NOT SCALE THIS DRAWING *Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. #5 bars: 25,E minimum RELEASE DATE: 09-28-15 #6 bars: 30 minimum REVISIONS: Roofs: L Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts. Total Load: L/180 DRAWN BY: DJM 4. Prov' I t 615m course of masonry when the wall W b*6R heig CHECKED BY: FSS CITY OF ATLANTIC 8_W"ints. TITLE: 5. Beam reinfor �gr Mf W)ffib��,ro_1 GENERAL NOTES REQUIREMENTS AND CONDITIONS SHEET 1 of 2 LE REVIEWED 8Y: ATE: (S� = SHEET: N S.1 Clay Masonry(Brick): 13. Fasten plies of 1 3/"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: 2-ply beams with(3)rows of 0.131"x3'/4'nails @ 12"o.c. ULSBERG 1, Brick shall conform to ASTM C62,C216,or C652 for Building Brick,FacingBrick,and 3-ply beams with(3)rows of 0.131"x3'/4'nails @ 8"o.c. (each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ENGINEERING INC. Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6 3/"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's ' requirements. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: m JACKSONVILLE,FL.32258 vertical and 16"o.c.horizontal. Additional ties shall be provided around a I wall P:904.886.2401 e 904.260.4367 P m jh g@bellsouth.net openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and m FLORIDA t.A. UMBER:25846 o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). a.Welded connections: AWS D1.1 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wirE and shall b.Structural steel shapes,plates: ASTM A36 .au,►4rrr rrrrrrr,r have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural steel pipe: ASTM A53 or A501 WIND PRESSURES ON WINDOWS, DOORS & ��'```' 22 gage by 7/8 corrugated and fastened with 1 /, galvanized roofing nails. d.Structural steel tubing. ASTM A500 SOFFITS // Sf 3 .�`'a 0 0 * Adjustable or strand wire veneer ties shall be used at.CMU walls. \I� a �� ]�` IV 2. All structural steel connections and fabrications shall comply with AISC specifications. 4. Unless otherwise noted on the plans,a steel angle L4x4xl/4 shall be use for P y P AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE(4) supporting brick veneer over openings. This angle will not be required for arched3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. * : z windows where brick is self-supporting. If the length of the opening exceeds 6-0"then Pos Neg Pos Neg ff,� the steel angle shall be attached to the wood framing with %$"x 3"lag screws @ 12" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 9 �O '/S`T i o.c.or Simpson%4"x 3"SDS screws @ 12"o.c. shall not be used. 0 to 20 sf 28.7 -38.4 28.7 -31.1 ; /x, �� 20.1 to 50 sf 27.5 -35.7 27.5 -29.9 $ Q��`•, - 5 90 WOOD FRAMING: 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. 50.1 to 100 sf 25.8 -32.3 25.8 -28.2 �,�'',.�*ss F •• 0 �'�••a` 100.1 to 200 sf 24.3 -29.9 24.3 -26.7 1. All wood framing has been designed in accordance with"National Design Specification 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior 200.1 to 500 sf 23.1 -27.2 23.1 -25.5 co E ,,,,8��+„�������un�a��r� (NDS)for Wood Construction," 2012 edition. to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". Soffit Design Pressure 28.7 -38.4 28.7 -31.1 r � . Base Design Pressure 24.30 GCpi=t0.18 0 2. Southern Yellow Pine member design incorporates design values for all s zes and 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel grades of visually graded Southern Yellow Pine dimension lumber per"SL pplement, surfaces exposed and visible to the exterior of the structure. o No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by 3 the Southern Pine Inspection Bureau(SPIB). 8. Field touch-up after installation where required to restore final finish. 0 TYPICAL EDGE STRIP(5) 3. All wood members exposed to weather or in contact with masonry,concrete or soil HARDWARE AND ANCHORS: a S.5' shall be treated with an appropriate preservative suitable for the exposure =conditions. W 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, 4. If ACQ treatment is used on any wood member,then all nailing shall require United Steel Products(USP), or Engineer approved equal. TYPICAL INTERIOR ZONE(4) hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM B69,5,Class 50. If borate treatment is used then galvanizing is not required. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554,Grade 36. o 5. Prefabricated wood trusses shall comply with NDS and"National Design Standard for Metal Plate Connected Wood Truss Construction(TPI 1-07)." 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. ASTM Al 53,Class C,or ASTM B695,Class 50. m 7. The Truss Manufacturer shall submit shop drawings and design notes with a 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with registered Engineer's seal for approval.Design notes shall include the rated load Florida Product Approval)and installed according to the manufacturer's instructions. r capacity of the truss to truss connectors,and the manufacturer's license to fabricate Holes shall be cleaned of all debris and brushed out prior to installation of anchor y trusses utilizing the connector system proposed.The contractor shall appi ove adhesive. fabrication and installation drawings showing size,shape and layout. ROOF COVERING: 8. Jobsite handling and erection,including temporary bracing,during installation of - - CLIENT: trusses shall comply with TPI/WTCA BCSI 1. 1. The contractor shall be responsible for the design and installation of the roof covering ELITE CUSTOM HOMES AND system. 4-: RENOVATIONS,INC. 9. All prefabricated wood trusses subjected to uplift conditions shall be secu ely fastened „ PROJECT: to their supporting walls or beams with metal connectors as noted in the Truss 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the o HILL RESIDENCE Connection Schedule. manufacturer's requirements. L 130 CLUB DRIVE 10. All gable ends shall be balloon framed or braced in accordance with thea plicable 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation JOB NUMBER: COUNTY: detail as shown in the structural drawings. Manual,"and the manufacturer's requirements. s SCALE: 811 =1'-0"(U.O.N.) 11. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fillers)shall 4. Standing seam metal roofs shall comply with ASTM El 514 and be installed according o DO NOT SCALE THIS DRAWING be provided by others. to the manufacturer's requirements. y RELEASE DATE: 09-28-15 12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minim im material 5. The contractor shall be responsible for the design and installation of all metal flashing $REVISIONS: specifications: and valley material. LVL or Parallam LSL m E=2,000,000 psi E=1,550,000 psi DRAWNBY: Fb=2,600 psi Fb=2,325 psi w DJM Fc=750 psi Fc=900 psi CHECKED BY: Fv=285 psi Fv=310 psi FSS TITLE: GENERAL NOTES w SHEET 2 of 2 m SHEET: S_2 r ULSBERG ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 64'-82° jhulseng@bellsoutk.net FLORIDA C.A.N BER:25846 T-6-21" 8'-0" 53-2.. 0 co 'AZ� l pltiflN1/1►p cn o o ., ••awM••a•? • p•;ti�� NSF•.vQZ-, - - - - - - - - - - - - - - - - - -) r— - - - - - - - - - - - - - Ir'' 40/ Q791 1 I I 1 M7L _ a OF • • B I I I S-1 10-2 ATE 00 1 o J EMBEDDED STRAP AT 1 _ ���, '-., •FtQL°IGo. .�` L SD_2 I I GARAGE DOOR OPENINGo COMM ; SEE DETAIL"F"ON SD-1 I ��'"�/++++++»�+++"'''l� 0 cl� II K = o cn = SD-2 1 I I 1 - -,- - - - - - - - - - - - - - J L_ - - - - - - - - - - - - -1 E — M r r �b� I B OR J M 30"x 30"x 12"PAD FOOTING-ZZI SD-1 SD-2 WITH(3)#5 EACH WAY 1 s (TYPICAL) 8'-0" 3'1" 26'-8" 19'-0" 4'-5" SEE DETAIL"E"ON SD-1 m IC-4 ( CJ I 4"CONCRETE SLAB WITH N I 6x6 W1.4x1.4 WWF OR I r�- C u') "' 1 FIBERMESH OVER 6 MIL N B N Lo W K I VAPOR BARRIER COVERING SD-1 N I CLEAN ANDCOMPACTED FILL. 1 SD-2 I I N d 1 . 1., 1"6'-7" 18'-8" 4-12 16-32 4,-5" W I 1 i I I CLIENT: — J - _.................................................... >r:::•;;:t-t•>:caz:;:::;: ca:;:-•r:;: :--:;sa-t•::rt-•:::::; :::;:::.-:::::::: c ............_ ELITE CUSTOM HOMES AND CV Lr � RENOVATIONS INC. — — - - - - - - - - I ( = `v) -4 PROJECT: 36"x 36"x 12"PAD FOOTING ( 1 - HILL RESIDENCE WITH(4)#5 EACH WAY .� 130 CLUB DRIVE `o (TYPICAL OF TWO) I 1 1 42 JOB NUMBER: COUNTY: •=�N B � — — — — SEE DETAIL°P"ON SD-1"P"ON SD-1 I I EMBEDDED STRAP AT o r=,�, 15-1179 DUVAL '.::: / GARAGE DOOR OPENING 1 0 SCALE: — — I 1 1 811 =1'-0"(U.0-N-) SEE DETAIL"F"ON SD-1 1 T_3" 14'-22" I I I K DO NOT SCALE THIS DRAWING SD-2 z RELEASE DATE: SD-2 1 1 =DENOTES TWO STORY REVIsIONs: 09-28-15 ..:::::: 10-1415 ............. t :::•:::. : .. FOOTING CONDITION L.....1_...-..._...—...—. _ .............................._.........................._........_........_...........::..v_:::xr::::::.:c ::xc•::::.:•:,..... ............................................................................................................................._..............................----.....--.............................................................-......:•:.................................. . .:r::s:.:�:::::::.::::::.::::::::-::::.r.:::.e.:�::::..::............:..............�...........................:::::::r.::::::::•::::.:::::::::::.::�:::::::::.�:::::::-::::a•::::•::::.:.:-.:.::c:.:::•::::::.:z-::.::::::.:.::::s::::. • DRAWN BY: DJM 24"WIDE x 18"DEEP FOOTING CJ=SUGGESTED CONTROL JOINT Lu WITH(3)#5 CONTINUOUS64'_82" LOCATIONS(SEE DETAIL"T"ON SD-2) � CHECKED BY: FSS vcn CONTRACTOR SHALL VERIFY ALL DIMENSIONS TITLE:FOUNDATION PLAN USING FINAL APPROVED FLOOR PLAN PRIOR Q OVERALL PLAN DIMENSION CHANGES m TO CONSTRUCTION. w SHEET: FOUNDATION PLAN o S-3 N r WALL FRAMING NOTES: ULSBERG 1)ALL FIRST FLOOR EXTERIOR WALLS SHALL BE ENGINEERING, INC. CONSTRUCTED WITH 2x6 SPF No.2 STUDS 11481 OLD ST.AUGUSTINE RD.,SUITE#202 @ 16"O.C• � JACKSONVILLE,FL.32258 P:904.886.2401 F:904.26Q.4367 2)ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL W jhulseng@Wlsouth.net BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS FLORIDA C.A.NUMBER-25846 @ 16-O.C. E `g /y 3)THE FIRST FLOOR EXTERIOR WALL FINISH IS ('���t►airl+����, a ,+til "FLEXIBLE"(SIDING)-U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. "�;•*.� GARAGE DOOR NOTES •� � 1 --''� �r BALLOON FRAME WALL :: I H BALLOON FRAME WALL I 1. INSTALL(�MSTA30 STRAP AT EACH END ' cn SD-4 � INTO HEADER OF GARAGE ANDJACKDS BELOW. NOWAIL STRAP 3 ';•' S-��"�� OF •;�r�` z w W Y ', .��..�h 10-27- 4 0 2A 7:7 .. "' :. """"""" "" """' �"' o `" 2. EMBEDDED STRAP AT EACH END OF GARAGE $ Q ',`•'N �I� .' ' z Lu a :: ( �� DOOR OPENING SEE DETAIL"F"ON SD-1 coM y ���• ,,•� `� xi"' 3. EACH GARAGE DOOR SHALL BE RATED FOR A o0 MINIMUM DESIGN PRESSURE OF 28.2 psf± — A ci IM 2 2x12 BEAM �� = �� NOTE: o _ — - O INSTALL SOLID BLOCKING BETWEEN o FLOORS AT ALL BUILT-UP POSTS. E E NOTE: SD-7 2x6 FRAMED WALL W EACH EXTERIOR POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE.STRAP SHEARWALL LEGEND: POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP OR(1)MSTA24-Z. .......... = NON-BEARING WALL TYPICAL ALL POSTS-(U.O.N.) SEE DETAIL"F"ON SHEET SD-7 0 = BEARING WALL 5"x 3"x 4"TUBE STEEL 5"x 3"x 4"TUBE STEEL A (SEE DETAIL) A (SEE DETAIL] S-5 SW-6— S-5 o = NOTE: SHEARWALLS FASTENED WITH 8d COM 0.131"x 2%" NAILS THIS OPEN PORCH CEILING REQUIRES A ( ) @ MINIMUM%"SHEATHING.FASTEN WITH 6d 6"O.C.ON EDGES AND 12"O.C. COM OR BOX NAILS AT 6"O.C.ON EDGES ON INTERMEDIATE SUPPORTS. SW-3 AND 12"O.C.IN THE FIELD. o = SHEARWALLS FASTENED WITH (4)2x6 BUILT-UP — —— 8d COM(0.131"x 2%")NAILS @ s CLIENT: POST(MIN.) _ _ _ _ SW-6 _ 3"O.C.ON EDGES AND 12"O.C. = = = = = Im ON INTERMEDIATE SUPPORTS. 9 ELITE CUSTOM HOMES AND C?lM BEAM-01 d RENOVATIONS,INC. �I h 1M I SBS = SHEATH BOTH SIDES OF WALL PROJECT: AT INDICATED SHEARWALL s HILL RESIDENCE H 130 CLUB DRIVE UJ Y (4)2x6 BUILT-UP FIT POST(MIN.) SD-4 NOTE:ALL EXTERIOR WALLS SHALL BE "SW$"U.O.N. JOB NUMBER: COUNTYcn w -- 15-1179 DUVAL — — C) SCALE: 1 �� _ �--0" (U.O.N.)N /s —1 0 (U.O.N.) o N :: : : : ` N N WOOD FRAMED HEADER LEGEND: DO NOT SCALE THIS DRAWING U04 col IM MI �M SIZE RELEASE DATE: m 3iI I� m �I I� OF HEADER 09-28-15 cn cn cn cn - m REVISIONS: r>I ��, (2)JACKS : �? 2 2x—HEADER —10-14-15 CD� (MIN.) J K t U l TITYI QUANTITY UANTITY - CONT. 3 S ANS OFJACKS S OF KING STUDS _p DRAWN BY: ( ) W DJM El (2)2X6 HE DER H CHECKED BY: FSS 2J _K EXTEND SHEARWALL TO UNDERSIDE NOTE: TITLE: OF FLOOR SHEATHING. FASTEN FLOOR ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT SHEATHING TO DOUBLE PLATE WITH SHALL BE MINIMUM(2)2X6 No.2 OR BETTER FIRST FLOOR (2)ROWS OF 0.131"x 3"@ 3"O.C. SYP.INSTALL MINIMUM(1)JACK AND z SHEET: 51 WALL LAYOUT-FIRST FLOOR 0 OVERALL PLAN DIMENSION CHANGES (1)KING STUD AT EACH HEADER(U.O.N.) _ ® S-4 r WALL FRAMING NOTES: ULSBERG (3)0-'x 3"SDS SCREWS 1)ALL SECOND FLOOR EXTERIOR WALLS SHALL BE ENGINEERING, INC. 3 16 0 HOLES FOR SDS SCREWS CONSTRUCTED WITH 2X6 SPF No.2 STUDS 11481 OLD ST.AUGUSTINE RD.,SUITE#202 OIs {3)4"x 3"SDS SCREWS @ 16"O.C. JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 2)ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL W jhulseng@beusautb.net ct a FLONUMBER:25846 C. 4'PLATE BRACKET AT TOP BE CONSTRUCTED WITH 2X4 SPF N0.2 STUDS "PLATE BRACKET AT TOP OF COLUMN @ 16"O.C. E `j 0 OF COLUMN TS COLUMN------- 3)THE SECOND FLOOR EXTERIOR WALL FINISH IS it�ciii�liiiiiiii►bif6". "FLEXIBLE"(SIDING)-U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. � 5"x 3"x a'TS COLUMN ui SECTION-TOP PLATE w l 'yr cn L 1y *f TS COLUMN ~� jSTAOF a � 10-2 5"x 15"xY"BASEPLATE �,��� �� C 09 to PE WITH(4)16"0 HOLES FOR 5"x 15"xYz"BASEPLATE ,� (4)2'x 8"EPDXIED ANCHORS 0 WITH(4)16"0 HOLES FOR , N (4)2'x 8"EPDXIED ANCHORS s ����iq�t1�H����l�tt�1►�t``, 0 Y16" PACK SOLID BENEATH PLATE WITH NON-SHRINK GROUT AFTER LEVELING COLUMN PLAN VIEW-BASEPLATE E FOOTING SPECIFICATIONS d PER FOUNDATION PLAN. s m A DETAIL-STEEL COLUMN DETAILS SHEARWALL LEGEND: S-5 m .......... = NON-BEARING WALL 0 o = BEARING WALL 3 m v` v SW-6 a = SHEARWALLS FASTENED WITH 8d COM(0.131"x 2 2")NAILS @ 6"O.C.ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. SW-3_ 2x10 LEDGER WITH(5)0. 31"x 3" o = SHEARWALLS FASTENED WITH NAILS @ 16"O.C.(EACH S UD) 8d COM0.131"x 2%" NAILS ( ) @ ; CLIENT: 3"O.C.ON EDGES AND 12-O.C. 3 ELITE CUSTOM HOMES AND ON INTERMEDIATE SUPPORTS. RENOVATIONS,INC. NOTE: SHEATH BOTH SIDES OF WALL PROJECT: BALLOON FRAME ALL " SECOND FLOOR WALLS. I ;,,,, , AT INDICATED SHEARWALL HILL RESIDENCE t 130 CLUB DRIVE U) Q "' Y I H SD-4 Q o Y NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. JOB NUMBER: COUNTY: U) a N COY — I :.:, :: 0- N 15-1179 DUVAL U Z Z w SCALE: _ I H Sp-g I %" =1'-0"(U.O.N:) N ( . � ;: N WOOD FRAMED HEADER LEGEND: v SD-4 � :1 :: OU SIZE DO NOT SCALE THIS DRAWING RELEASE DATE: .�...... . U,. :.:.:....:::: ..... OF HEADER 09-28-15 2 2x_HEADER ` REVISIONS: 10-1415 K : QUANTITY UANTITY DRAWN BY: OF JACKS OF KING STUDS w DJM CHECKED BY: FSS NOTE: TITLE: ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT SHALL BE MINIMUM(2)2X6 No.2 OR BETTER SECOND FLOOR Lu SYP.INSTALL MINIMUM(1)JACK AND SHEET: (1)KING STUD AT EACH HEADER(U.O.N.) WALL LAYOUT-SECOND FLOOR © OVERALL PLAN DIMENSION CHANGES _ S-5 L r TRUSS CONNECTOR SCHEDULE ULSBERG TRUSS ID LEFT INTERMEDIATE RIGHT HENGINEERING, INC. B01 H2.5T H2.5T 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 OR (2)H2.5T OR m P:904.886.2401 F:904.260.4367 SDWC 15600 SDWC 15600 jhulsertg bellsout4met W ALL TRUSSES H2.5T H2.5T H2.5T FLORitiA C. .NUMBER:25846 OR OR OR o SDWC 15600 SDWC 15600 SDWC 15,600 NOTE: 1)ALL TRUSS CONNECTORS ARE BASED ON �0,0069864 f t F m m m m m m m m m m m m m m m m m m m m m m m m m m UPLIFTS COMPUTED BY ENGINEER OF RECORD. m �.\� N 4$ UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS _ ` SHALL BE DISREGARDED. No.507� - 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM = } SHOWN SHALL BE USED BY THE TRUSS MANUFACTUFjR: ` DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR S, ATE 10'-t- c APPROVAL BY THE ENGINEER OF RECORD AND THE C F 7 E CONTRACTOR. ' m f �N A\- 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED Cpl/gtnntp6t1UN1��� AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR m A APPROVAL OF THE ENGINEER OF RECORD. m m m 4) SEE SHEET SD-7A FOR INSTALLATION DETAILS -44�44— WHEN USING SDWC 15600 SCREW g . E T C I I LLL O H2. T AT RU 0 0 y Ol C 3 m v` v m _ Q m v v HANGER BY TRUSS L' LEDGER(TYPICAL)TO B am qui ed t Ca the r m I fro her CLIENT: ELITE CUSTOM HOMES AND BEA -01— — — — RENOVATIONS,INC. 2 PROJECT: m HILL RESIDENCE ad " B arin 130 CLUB DRIVE all g JOB NUMBER: COUNTY: 15.1179 DUVAL SCALEU- LL : 1 „ _ , „ ........:..:..:..._ :;F8: —1-0 (U.O.N.) : $ DO NOT SCALE THIS DRAWING ' RELEASE DATE: 09-28-15 :......._ REVISIONS: t 1 10-1415 �i ti ti ti �i Li ti LL c Li 11 11 BEAM SCHEDULE DRAWN BY: DJM LNI.. LCL LL LL LL L.LL LUL LL Lu BEAM I.D. BEAM SPECIFICATIONS CHECKED BY: FSS TITLE:ROOF TRUSS AND FLOOR BEAM-1 (3)1%4"x 16"LVL 2.0E W LAYOUT-LOWER LEVEL SHEET: ROOF TRUSS&FLOOR LAYOUT-LOWER LEVEL ® OVERALL PLAN DIMENSION CHANGES S-6 r TRUSS CONNECTOR SCHEDULE ULSBERG TRUSS ID LEFT INTERMEDIATE RIGHT HENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F 904.260.4367 ALL TRUSSES H2.5T H2.5T H2.5T jhulsoKg@bellsouth.net W OR OR OR FL RIDA C.A.NUMBER:25846 SDWC 15600 SDWC 15600 SDWC 15600 E i o , o NOTE: E i 1)ALL TRUSS CONNECTORS ARE BASED ON a ! UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS �00� SIMA'�'�i���� SHALL BE DISREGARDED. ��.�`� • ..••••••..• SO''-., SNS ,,. 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM •'` ms's `_ SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. •°': 7 s DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR = %f N�' Z n 'i • APPROVAL BY THE ENGINEER OF RECORD AND THE 10 2^7-1� SL CONTRACTOR. J%SI ON? PE No. 079? 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED f ( �Rl .•'�\ •`�� AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR s �F �� APPROVAL OF THE ENGINEER OF RECORD. `SS10 N m '��+++fry++/ilgtltt+Ntt"`,t a 4) SEE SHEET SDJA FOR INSTALLATION DETAILS m WHEN USING SDWC 15600 SCREW E 3 `o `m m E m c rn a {5 `o 0 0 c m m m a m c m a m H d a a m a CLIENT: ELITE CUSTOM HOMES AND RENOVATIONS,INC. m PROJECT: HILL RESIDENCE 130 CLUB DRIVE JOB NUMBER: COUNTY: 15-1179 DUVAL SCALE: y8" =1'-0"W.O.N.) E DO NOT SCALE THIS DRAWING -- RELEASE DATE: 09-28-15 -' REVISIONS: : m 10-14-15 _ DRAWN BY: DJM w a a a Q ¢ a ¢ a a a a a a Q a a a a a a a ¢ Q a ¢ m CHECKED BY: FSS TITLE: ROOF TRUSS w UPPER LEVEL SHEET: ROOF TRUSS LAYOUT-UPPER LEVEL © OVERALL PLAN DIMENSION CHANGES oS-7 r ULSBERG ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904,260.4367 jhulseng@bellsouth.net W H FLORIDA A.NUMBER:25846 E o �►����tnfiu�ri+rr��/ RODS @ 4'O.C.MAX y tAw HTT5 V • HOLDOWN w�• O791 aU -•'S�AT�r0j;' cc, ,o � V, . .............. ... of HOEDOWN $ Q�•'• C1�2� �'���`��`` O / SSP TOP AND BOTTOM WITH:: ANCHOR BOLT WITHIN 6" R OF POST m _ = — E E NOTE: SD-7 II HTTS EACH EXTERIOR POST SHALL BE TREATED :� I RODS @ 4'O.C.MAX HOLDOWN 6x6 POST ON ABU66-Z POST BASE.STRAP II POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP o OR(1)MSTA24-Z. TYPICAL ALL POSTS-(U.O.N.) GARAGE DOOR NOTES o SEE DETAIL"F"ON SHEET SD-7 1. INSTALL(1)MSTA30 STRAP AT EACH END w OF GARAGE DOOR HEADER.NAIL STRAP 3 INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL"F"ON SD-1 RODS @ 4'O.C. X 8" ((TYPICAL SSP TOP AND BOTTOM WITH q 8" ANCHOR BOLT WITHIN 6" RODS @ 4'O.C.MAX OF POST (TYPICAL) m _ _ U CLIENT: BEAM-0 N ELITE CUSTOM HOMES AND HTT5 Ua � RENOVATIONS,INC. HDQ8 HOLDOWN HTT5 HOLDOWN ON J HTTS EXPOSURE"D"ANCHOR NOTE P PROJECT: HOLDOWN THREADED ROD m HOLDOWN HTT5 SILL PLATES ON EXTERIOR WALLS HILL RESIDENCE 2 SHALL BE ANCHORED BY THREADED `AT BEAM. o HOEDOWN RODS SUPPLEMENTED BY ADDITIONAL 130 CLUB DRIVE U _ ANCHOR BOLTS OR 4"x 3 4"TAPCON JOB NUMBER: COUNTY: O O U ..... Z SCREWS AS REQUIRED TO 15-1179 DUVAL HDQ8 J cn HDQ8 . MAINTAIN MAXIMUM 24"O.C.SPACING 3 SCALE: X" -1'0"(U. ) ...:.:.....'.... HTT5 0 8 - - 0 N. HOLDOWN m HDQ8 m HOLDOWN : HOLDOWN a DO NOT SCALE THIS DRAWING V RELEASE DATE: LSTA18 EADER O HOLDOWN Om 09-28-15 TO JACK z HTT5 THREADED ROD LEGEND: REVISIONS: a HOLDOWN _ $"THREADED ROD FROM TO-14-15 FOUNDATION TO DOUBLE PLATE. (4"MINIMUM EMBEDMENT REQUIRED) DRAWN BY: DJM O = %"THREADED ROD FROM CHECKED BY: FOUNDATION TO UPPER FSS RODS @ 4'O.C.MAX FLOOR DOUBLE PLATE. TITLE:TIE-DOWN LAYOUT (4"MINIMUM EMBEDMENT REQUIRED) 5 FIRST FLOOR 0 = HOLDOWN(AS NOTED) 25 SHEET: TIE-DOWN LAYOUT-FIRST FLOOR ® OVERALL PLAN DIMENSION CHANGES INSTALLED AT SILL PLATE _ L N �_8 J r ULSBERG ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.•2401 F:904.260.4367 w u[seng@bellsouth.net m N FLOgIDA C.A.NUMBER:25846 E. 0 11NI'oIICNHNItItt \ a �� • r I • Tr • 791 t A-� •k, OF . z c A .• 1 -27-1 • 4 a F COM y� S1 0 N A` �tattnrrrnnnl�►►u�`►�` R s E a m 0 3 a 0 'o m `m 3 R C l" 4) a SEE DETAIL"A"OR"G"ON SD-7 RODS @ 4'O.C.MAX RODS @ 4'O.C.MAX a CLIENT: ELITE CUSTOM HOMES AND v` RENOVATIONS,INC. t PROJECT: HILL RESIDENCE -- 0 130 CLUB DRIVE JOB NUMBER: COUNTY: 15-1179 DUVAL .:.... ...... CS16 TO:. scALE. =1'-0"(U.0.N.) CS161'b BELOW ..... BELOW :: g DO NOT SCALE THIS DRAWING CS16 TO : :BELOW . - - z RELEASE DATE: - : == THREADED ROD LEGEND: 09-28-15 REVISIONS: ;; • _ %"THREADED ROD FROM 10-14-15 FOUNDATION TO DOUBLE PLATE. : (4"MINIMUM EMBEDMENT REQUIRED) pRpyyN BY: DJM O = %"THREADED ROD FROM CHECKED BY: FOUNDATION TO UPPER FSS SEE DETAIL"A"ON SD-7 FLOOR DOUBLE PLATE. TITLE: (4"MINIMUM EMBEDMENT REQUIRED) TIE-DOWN LAYOUT SECOND FLOOR RODS @ 4'O.C.MAX � = HOEDOWN(AS NOTED) :2 SHEET: TIE-DOWN LAYOUT-SECOND FLOOR OVERALL PLAN DIMENSION CHANGES INSTALLED AT SILL PLATE _g ® y L r ULSBERG ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904,260.4367 W jhulseng@bellsouth.net FLORIDA C.A.Nl}1b1BER:25846 6x6 PT POST(TREATED FOR GROUND CONTACT) - o CONCRETE SLAB ,`gNNplunluulltrp`i 11'-8" 45. sl 18"dia.x 48"CONC. •'•••••�~'• ' �``' •• N •�•V O 'rr FOOTING AT EACH POST \C'� F '�•.•2 r' w/(1)#5's EACH WAY. i Q9 1 • (DRILL%"HOLE THRU POST r7,- — — — — — _ $ NO.tJa��(� • I TO PASS RODS THRU IN EACH DIRECTION) 4"CONCRETE SLAB WITH 6x6 W1.4xl.4 WWF OR "�� � � h.• 4"OF CLEAN GRAVEL FILL FIBERMESH OVER 6 MIL . UNDER CONCRETE FTG. ,��� ., • �•� �PE 18 VAPOR BARRIER COVERING SECTION OF EMBEDDED POST CLEAN AND COMPACTED FILL. IML,t L 791 � m NItt1111�t1111H1111 Ko SD-2m W �. 18"dia.x 48"CONC. FOOTING AT EACH POST - - w/(1)#5's EACH WAY. PLAN VIEW (DRILL%"HOLE THRU POST w s TO PASS RODS THRU IN EACH DIRECTION) E - c R C FOUNDATION DETAIL-EM EDDED POST 0 0 3 a d t- c a U U U U U U U a CLIENT: ELITE CUSTOM HOMES AND II II II 6x6 TREATED POST AT EACH N RENOVATIONS,INC. CORNER. STRAP POST TO II II I II EACH BEAM WITH H6 CLIP. PROJECT: II II II I HILL RESIDENCE II II II II 130 CLUB DRIVE II II II II JOB NUMBER:15-1179 1 COUNTY:DUVAL II II II II SCALE: X811 =1'-O"(U.O.N.) II II II II DO NOT SCALE THIS DRAWING II II RELEASE DATE: 09-28-15 REVISIONS: d 10-14-15 (2)2x12 BEAM(TYPICAL) DRAWN BY: DJM CHECKED BY: FSS ROOF FRAMING LAYOUT FRAMING LAYOUT TITLE: STRUCTURAL LAYOUTS- w SUMMER KITCHEN 25 SHEET: ® OVERALL PLAN DIMENSION CHANGES o S-10 I BRICK VENEER WITH 1"AIR SPACE ULSBERG AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT. ENGINEERING, INC. SPACE AND WALL TIES CONT.FLASHING;PROVIDE WEEP HOLES FILL JOINT WITH ELASTOMERIC - SILL PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202 @ 33"O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER N JACKSONVILLE,FL.32258 ' HEIGHT OF CURB VARIES(8" SILL PLATE GROUT AIR SPACE BELOW FLASHING ¢ WEEP HOLES @ 33"O.C. CONCRETE SLAB z " � P:904.886.2401 F:904.260.4367 ❑ GROUT AIR SPACE BELOW 6 MIN. MAX.)) jhulseng@bellsouth.net CONCRETE SLAB SILL - LZ °O C14 FLASHING �- GRAD CONCRETE SLAB a FLORIDA C.A.NUMBER:25846 z PLATE \\�\j�\j\\�' E � CONCRETE SLAB GRAD \ \\//\\//\� - 14 #5 CONT. - 00 \ GRAD \\/\\�\j�\�/ _ \\j\\j\ °a ////\//\/\r8"CMU STEMWALL WITH(1)#4 @ 48"O.C. �, Q ilia IH/JJpp H, \\/\\/\ \\ r - / ////,AND IN EACH CORNER. //\//\ a .-< �,r\//\ ,,triN .' may,,. 8"CMU STEMWALL WITH(1)#4 @ 48-O.C. H.E 01a o o\\ \\/\\� / / °/\\/ 3 `,,.• / / FILL CELL SOLID AT EACH#4 REBAR. AND IN EACH CORNER. - \\ ° ° " o z r,// >\//�//// // HOOK REBAR 12 INTO UPPER COURSE /i� \//\// /\//�/ •, /O s., \/ • ° ° \\/��/ FILL CELL SOLID AT EACH#4 REBAR. - ao \j . , ;b ��\/\\j j\�\\j\\j\\j�` /\/\/ /\� � • / �ij�//\//, %/�/\//�\%/ OF BLOCKS AND 6 INTO FOOTING. _ j S' • HOOK REBAR 12 INTO SLAB AND 6" °INTO / " \/� 1'-0" ONE STORY- 2 #5 CONT. $ : f !6,�\\r FOOTING. 5� %\%i\%��\'� 6 1'-4" TWO STORY-(2)#5 CONT. 50 701 ;Z- ONE STORY- 2 #5 CONT. 1'-5" ONE STORY- 3 #5 COCONT. 1'-8" ONE STORY-(2)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. A SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK D SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE-,,, ': FLOYD S. N,P t. ovV A I •r SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT S:•••••••• ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. o �i,, VI'/AL EO' � � ���fhfgAfp}llfaHiNl�1tA i 0 X CONCRETE SLAB SILL PLATE F o CONCRETE SLAB SILL i E z PLATE CONCRETE SLAB - --- T co GRAD \/\/ m \\j/\ \\\//\\//\\//\\//� GRADE CONCRETE SLAB GRAD \\\i\\\\i/\, /. --/r// GRADE \\�\�\��\\�\\/\\��\�� 1)#5 CONT. A\\_ /� \\ \\/\\\\ \/ °_�_ \\/ (1)#5 CONT. 8" MU STEMWALL WITH(1)#4@48"O.C, � s , CV " " r �i \/'� a° AAs\//\//\//\�/ 0 0,\\/ \\//\\/� AND IN EACH CORNER. \jam\j �a ADD 8 x 16 CMU TO INSIDE OF \\r i °/�\7 �/\\/\\/ rj/ /./ _ o/\// //\//\// STEMWALL AT POST LOCATION ° \//\�/' FILL CELL SOLID AT EACH#4 REBAR. \\\\ -\ \ \ \ �\ \ \ \ \ \ \ \�� ,� r'� / / \ \ • ° ° °' /jam WITH(1)#4 VERTICAL IN EACH / iT HOOK REBAR 12 INTO SLAB AND 6 INTO \� > FOOTING. 6 1_p" ONE STORY-(2)#5 CONT. \ \\j�\\\j/�\\/��\' (AS NOTED) REINFORCEMENT(AS NOTED) c 1'-8" ONE STORY- 2 #5 CONT. 1'4" TWO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED) a 1'-8" TWO STORY-(3)#5 CONT. m B SECTION-STEMWALL SECTION MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS, ENGINEER FOR ADDITIONAL REQUIREMENTS. m BRICK VENEER WITH 1"AIRSPACE **ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)** m AND WALL TIES CLIENT: ELITE CUSTOM HOMES AND CONT.FLASHING;PROVIDE WEEP HOLES STHD14 STRAP NAILED TO RENOVATIONS,INC. @ 33-O.C. BRICK VENEER WITH 1"AIRSPACE — GARAGE DOOR POST. AND WALL TIES PA51 STRAP NAILED TO GARAGE m PROJECT: ❑ GROUT AIRSPACE BELOW FLASHING Q U) DOOR POST.BEND STRAP INTO EMBED STRAP INTO FOOTING $ HILL RESIDENCE ❑ (1)#5 CONT. CONT.FLASHING;PROVIDE WEEP z FOOTING AS SHOWN. AS SHOWN. SILL PLATE - HOLES @ 33'O.C. o _ 130 CLUB DRIVE FILL JOINT WITH ELASTOMERIC N 6"MIN. GROUT AIR SPACE BELOW FLASHINGDUVAL JOB NUMBER: COUNTY: JOINT FILLER SILL -1179 ¢ Of � HEIGHT OF CURB VARIES(8"MAX.) "—' Y LL, SCALE: 31t— 11 q PLATE CONCRETE SLAB #4 WITH 6"HOOK INTO FOOTING z o $ -l'-0"(U.O.N.) Z _ — a CONCRETE SLAB GRAD AND BENT 12"MINIMUM INTO g DO NOT SCALE THIS DRAWING GRAD \\ \\�\j\\� - THICKENED EDGE. 0 RELEASE DATE: 09.28-15 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. p GRADE m REVISIONS: AND IN EACH CORNER. 0o ��\\ •' 40 °0'p St ° o a ° 40 z FILL CELL SOLID AT EACH#4 REBAR. �/ / / / /y\j\�j\` /`GRADE ° \ HOOK REBAR 12"INTO UPPER COURSE \�\jam = ° � �\ DRAWN BY: !/ OF BLOCKS AND 6"INTO FOOTING. \`\r�\/`' \// _ - —° 5, DJM 6" 1'-5" ONE STORY- 3 #5 CONT. / /\/�\//\ //\/ 21 1'-8" ONE STORY-(2)#5 CONT. V-9" TWO STORY-(3)#5 CONT. \r //i\//j\/j\\\\//j\\\//\\\/\\\//\\\/\\\/\\\/\\//�\ \��//\//\\//\\/\\\///\\i���//\�//\�//\\�//\\//\\�////`� CHECKED BY: FSS 1'-8° TWO STORY-(3)#5 CONT. 6\1114. � i�\�\ � TITLE: m FOUNDATION DETAILS SHEET 1 of 2 SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION (STEMWALL) DETAIL-STHD14 INSTALLATION MONOLITHIC SHEET: SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACTSD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT s S D_ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 1 I SHOWER AREA SHOWER AREA MONOLITHIC FOOTING (2)MSTAM36-Z STRAPS ULSBERG NAIL EACH STRAP TO CRIPPLE STUDENGINEERING, INC. 8"CMU STEMWALL WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE RD;SUITE#202 3"MAXIMUM OVERHANG a m JACKSONVILLE,,L.3P258 FORM EDGE (OPTIONAL) Z FASTEN STRAP TO FOUNDATION P:904.886.2401 F. 04.260.4367 jh eng@ Isouth.net ----PLAN VIEW PLAN VIEW CONCRETE SLAB 0 WALL WITH SCREWS INTO MASONRY ORCRETE 19 N F RIDA .A. UMBER:25846 a z (8)'/a"x 1%"CONCRETE o ' SCREWS INTO CONCRETE. y \\\\\\\\\\\ CONCRETE SCREWS SHALL BE POWERS"TAPPER"WITH PERMA-SEAL m 1 #4 CONT. GRADE \ \ \ (1)#5 CONT. `,+' �r�urrr{rr�iy��Nr �` 6"MIN. ( ) j\j\�j, FINISH OR EQUAL. �l� ,�" a \,/ / �8"CMU STEMWALL WITH(1)#4 @ - 0�.�,�• .. � HEIGHT OF CURB VARIES SILL 1)#4 CONT. ///\\//\\//\�48"O.C.AND IN EACH CORNER. STRAP SHALL BE COVERED WITH �� •. SILL /\/\ °°�. _ •••."A o SIDING OR STUCCO ; PLATE CONCRETE SLAB N PLATE HEIGHT OF CURB VARIES(8"MAX.) \%/ �' \//\\j FILL CELL SOLID AT EACH#4 \//\ •.� • z 6"MIN. \\ ° \/�� REBAR.HOOK REBAR 16 INTO NOTE: *. Y/p \ \\\\\\\\\\\\/�` PORCH SLAB AND 6"INTO \ \j\\j\\j\ O' ..Zs o GRAD CONCRETE SLAB /!/� \/��!// THIS DETAIL MAY BE SUBSTITUTED FOR Q • 6 FOOTING. EITHER THE PA51 STRAP(STEMWALL) • GRAD \\\\/�\\/�\\< ` S T 09 '5 - \ \ \ \ (2)#5 CONT. THE STHD14 STRAP MONOLITHIC © �. . \//\// \/ /// / °%` ° / /, (MONOLITHIC). CFL FL PE f�o.`50 91• 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. c ••• AND IN EACH CORNER. ••• �C.. FILL CELL SOLID AT EACH#4 REBAR. L SECTION-PORCH STEMWALL R DETAIL- EMBEDDED STRAP ALTERNATE �•,,,,��Nqt'ENb\ o�''�`♦'` \\ ° \\/\N 0 HOOK REBAR 12 INTO SLAB AND 6 INTO \�� /\\\\ \\\\ SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 m �r�rrrrrrrrrmr�� FOOTING. \\X\\�, �`� ENGINEER FOR ADDITIONAL REQUIREMENTS, 1'-0" ONE STORY- 2 #5 CONT. 1_g" ONE STORY-(2)#5 CONT. 1'-4" TWO STORY-(2)#5 CONT. NOTE: TWO STORY-(3)#5 CONT. s SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH G SECTION-STEMWALL AT EXTERIOR WALL SHOW R SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER NOT TO BE DAMAGED DURING THE CUTTING PROCESS. a (TYPICALLY 1-4 HOURS IN WARM WEATHER) SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB m ENGINEER FOR ADDITIONAL REQUIREMENTS. a 000 FILL CUT WITH 1"DEEP x%"WIDE SAW ELASTOMERIC CUT AT DENOTED ❑ \ \ FILLER LOCATIONS. CONCRETE SLAB GRAD ❑ �1}#5 CONT. SILL CONCRETE SLAB ❑ \\/�\\/�\\\ 8"CMU STEMWALL WITH(1)#4 @ PLATE //// / /� „ / ° ° \\\\�48 O.C.AND IN EACH CORNER. ° FILL CELL SOLID AT EACH#4 C? ° - - ,�\/j\/ •a ` \s%\\,j% _ - \\ °+ \j/��� REBAR.HOOK REBAR 16"INTO ° \j v PORCH SLAB AND 6"INTO d \ \i\\/i\\/i\\/ �`� �\\j �o• ^j �`aj,\j�� /j\\�/\�/// 6„ FOOTING. CONCRETE SLAB 1'4" ONE STORY- 2 #5 CONT. T-0" (1)#5 CONT. 1'-8" (2}#5 CONT. V-8- TWO STORY-(3)#5 CONT. CLIENT: SECTION-INTERIOR BEARING SECTION-THICKENED EDGE M SECTION-PORCH STEMWALL WITH BRICK T SECTION-TYPICAL SAW-CUT CONTROL JOINT ELITE CUSTOM HOMES AND H K SD 2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 RENOVATIONS,INC. SD 2 SD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. 1 PROJECT: HILL RESIDENCE U 130 CLUB DRIVE II JOB NUMBER:15-11791 COUNTY:DUVAL L BEARING POST(AS NOTED) TREATED POST 9 SCALE: CURB HEIGHT VARIES 1010 g°= 1'-O"(U.O.N.) CONCRETE SLAB CONCRETE SLAB ,—ABU—POST BASE WITH SILL PAVERS BY OTHERS sn g DO NOT SCALE THIS DRAWING PLATE CONCRETE SLAB a GALV.ANCHOR EMBEDDED RELEASE DATE: o -_�_�_ ° - - it CURB HEIGHT VARIES e 12"(SET-XP ADHESIVE} m REVISIONS: 09-2$-15 ° m LL �, ° . s,/\\l \� \ a 8"TALL,12"SQUARE GROUTED rr\ \ \\� \/� ' \\ice\\j\\ j\\j i\i? DRAWN BY: y, CMU OR CAST-IN-PLACE CONCRETE PEDESTAL ON 24"X 24"X 12"PAD DJM w m AS NOTED REINFORCEMENT(AS NOTED FOOTING WITH(2)#5 EACH WAY CHECKED BY: 8" (1)#4 CONT. 2'-0" FSS 114" ONE STORY- 2 #5 CONT. TITLE: 1'-8" TWO STORY-(3)#5 CONT. FOUNDATION DETAILS JTEPD P SECTION-INTERIOR BEARING PAD FOOTING ° SECTION-NON-BEARING STEPDOWN U DETAIL-PAD FOOTING AT PAVERS � SHEET 2 of 2 SECTION-BEARINGS 0WN sD 2 sD-2 SHEET: SD-2 SD-2 o SD-2 HULSB,ERG ENGINEERING, INC. ROOF COVERING(BY OTHERS) 11481 OLD ST.AUGUSTINt RD.,SUITE#202 ROOF TRUSSES JACKNVILL4 FL.32258 CORNICE DETAIL P:9C*686.401;oF: 904.260.4367 DOUBLE PLATE (BY OTHERS) / W `jhulse g IIsoutfi.net NUT WITH 2"X 2"X is"WASHER / a FLORIDA tv.A.NUMBER:25846 ALTERNATE:SIMPSON LBPS y SLOTTED ((( WASHER WITH 1"WASHER. I o "0 THREADED ROD :r i a r.. %s"WYz"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF 3 �uN►NIH�1A�ilN��H« '%z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ��` l'*/ SIMPSON VO x 6"TITEN HD OR SIMPSON%"O x 6%"TITEN HD ROD COUPLER s ' a � Y 2x , _No.2 SPF OR No.2 SYP \ _ � /z"RATED SHEATHING,EXPOSURE I-METAL ROOF f•• � Q ��j�� $ "THREADED ROD SET IN ADHESIVE - OR 8"THREADED ROD SET IN ADHESIVE WITH SUBFASCIA WITH(2)0.131"x 3 Ya" FASTEN WITH 0.113"x 2%"RING SHANK '� ��+•'+• •� �`i`'•/'�'7.`�',[. WITH MINIMUM 4"EMBEDMENT MINIMUM 4"EMBEDMENT WITH NUT&1" ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. +' �'r�" +`• WITH NUT&1"WASHER WASHER ' = _ i IV�y GYPSUM BOARD ,r CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) '9 09-28-15Y S.SIMPSQN,JE C DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY No.54'191 GYPSUM BOARD N 'D�� �.• � `ter SD-3 %s"RATED SHEATHING,EXPOSURE I. i/'��`q•.•••�G`A`� `,��� FASTEN WITH 0.131"x 2 Y NAILS @ 6"O.C.ON �q'�YRh+LEN��,, EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. s (U.O.N.)(BLOCK ALL EDGES) S 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) NUT WITH 1"CUT WASHER s s 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM ROOF COVERING(BYOTHERS) BOARD WITH 0.131"x 3 Ya"NAILS @ 6"O.C. ROOF TRUSSES CORNICE DETAIL z%z"RATED STURD-1-FLOOR(T&G)SHEATHING m (BY OTHERS) GLUED AND NAILED,FASTEN WITH 0.131'x 2 Y2'RING / SHANK @ 6"O.C.ON EDGES AND 12-O.C.IN THE FIELD. FLOOR JOIST(I-JOIST SHOWN,SAWN I JOIST SIMILAR-SEE SECTION"C"ON SD-4 FOR OPEN WEB TRUSS) R X16"OR ly3i'RATED SHEATHING,EXPOSURE I-SHINGLE ROOF l%2"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF 2x No.2 SPF OR No.2 SYP \ ly3z"RATED SHEATHING,EXPOSURE I-METAL ROOF GYPSUM BOARD SUBFASCIA WITH 3 Ya" WITH ON EDGES AND INTERMEDIATE SUPPORTS. RIM BOARD ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6" O.N.) m GYPSUM BOARD NAIL JOIST TO PLATE WITH(2)0.131"x 3 Ya"TOENAILS L CONNECTOR AT EACH TRUSS (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) (SEE TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) 0.131"x 3 y"NAILS @ 8"O.C. CLIENT: ELITE CUSTOM HOMES AND APPLY SHEATHING HORIZONTALLY FOR STUCCO THREADED COUPLING AS REQUIRED m RENOVATIONS,INC. APPLY SHEATHING HORIZONTALLY FOR STUCCO GYPSUM BOARD APPLICATIONS,EXCEPT THAT 7116 STRUCTURAL 1 APPLICATIONS,EXCEPT THAT 7116"STRUCTURAL 1 RATED OR 15/32"RATED SHEATHING MAY BE GYPSUM BOARD PROJECT: RATED OR 15132"RATED SHEATHING MAY BE 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) INSTALLED VERTICALLY. o HILL RESIDENCE INSTALLED VERTICALLY. 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) L 0 130 CLUB DRIVE %s"RATED SHEATHING,EXPOSURE I. %s"RATED SHEATHING,EXPOSURE 1. JOB NUMBER: 17, COUNTY: FASTEN WITH 0.131"x2 Y"NAILS @ 6"O.C.ON FASTEN WITH 0.131"x 2 Y"NAILS @ 6"O.C.ON DUVAL EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. SCALE: NOTE: NOTE: EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. 3 SILL PLATES ON EXTERIOR WALLS (U.O.N.)(BLOCK ALL EDGES) SILL PLATES ON EXTERIOR WALLS (U.0.N.)(BLOCK ALL EDGES) _ Y811 —1-0��(U.O.N.) 0 E SHALL BE ANCHORED BY THREADED THREADED ROD ASSEMBLY AT SHALL BE ANCHORED BY THREADED s DO NOT SCALE THIS DRAWING RODS SUPPLEMENTED BY ADDITIONAL NOTED SPACING(SEE DETAIL"C" RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT RELEASE DATE: ANCHOR BOLTS AS REQUIRED TO THIS SHEET) ANCHOR BOLTS AS REQUIRED TO NOTED SPACING(SEE DETAIL"C" m 09-28-15 MAINTAIN MAXIMUM 48"O.C.SPACING MAINTAIN MAXIMUM 48"O.C.SPACING THIS SHEET) $REVISIONS: (U.O.N.) 2x TREATED SYP#2 SILL PLATE WITH ANCHORS (U.O.N.) INSET WALL Yz"FOR STUCCO (SEE DETAIL"C"THIS SHEET) INSET WALL Y2"FOR STUCCO 2x_TREATED SYP#2 SILL PLATE WITH ANCHORS APPLICATIONS APPLICATIONS (SEE DETAIL"C"THIS SHEET) DRAWN BY: w DJM CHECKED BY: SEE FOUNDATION DETAILS '!L' ^�SEE FOUNDATION DETAILS FSS TITLE: FRAMING DETAILS SECTION-TYPICAL EXTERIOR ONE STORY WALL B SECTION-TYPICAL EXTERIOR TWO STORY WALL � SHEET 1 of 3 q m SD-3 a SHEET: SD-3 SD-3 �----SILL PLATE(BELOW) ULSBERG 2x CORNER FRAMING FULL HEIGHT STUDS(TYPICAL) HENGEI;EERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND (2)ROWS OF 0.131"x 3 X" JACKSONyiLLE,FL.32258 BOARD WITH 0.131"x 3 Ya"NAILS @ 6"O.C. NAILS @ 12"O.C. P:904.886.401 F:904.260.4367 STAGGERED(TYPICAL) jhulsg'ng@bellsouth.net BAND BOARD FLORID C.A.NUMBER:25846 o 2x6 OR 2x8 FRAMED WALL SILL PLATE(BELOW) sJiuw lost#,y"�` OPEN WEB TRUSS 2x4 CORNER FRAMING FULL HEIGHT STUDS �C) D S k. MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED ••• �� '+`••."!,�''�, WITH(4)0.131"x 3 X"NAILS TO EACH ADJACENT // •' i �y's SHEATHING CONTINUOUS FROM BAND BOARD .�� _ •' 'Y '• . TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH STUD EDGE NAILING REQUIREMENTS OF UPPER WALL i ALTERNATE:INSTALL SOLID STUD IN THIS TOENAIL TRUSS TO PLATE WITH3 r 1 SPACE (2)0.131"x 3 Ya"NAILS 2x4 CORNER FRAMING FULL HEIGHT STUD S �' 09-2815 DOUBLE PLATE(U.O.N.) ? :?� FLOIFB'JFSIMP80N;P (2)ROWS OF 0.131"x 3%" �•�Q PE Npi ,9 ,, 2x4 FRAMED WALL NAILS @ 12°o.c. C SECTION-TYPICAL OPEN WEB FLOOR TRUSS F J SECTION-TYPICAL FRAMING AT 90°CORNERS %%�;ql EN �,,,����''' SD-4 SD 4 SD 4 g L, NAIL SCAB TO TOP CHORD WITH (4)0.131"x 3 X"NAILS ROOF OR FLOOR FRAMING(AS NOTED) m ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED UPLIFT CONNECTOR(AS NOTED) (3)0.131"04' NAILS TYPICAL AT (SEE CONNECTION SCHEDULE) EACH TRUSS LR U 2x4 SPF BLOCKING-NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF 0.131"x 3Ya"NAILS AT EACH END SHEARWALL (END NAIL OR TOENAIL) a do NAIL SCAB TO PLATE WITH(3) 0.131"x 3X"TOENAILS m GYPSUM BOARD TRUSS(AS NOTED) TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) TOENAILED TO DOUBLE PLATE WITH NAIL PORCH SHEATHING AS NOTED 0.131"x 3 X"NAILS @ 4"O.C. m EXTERIOR FRAMED WALL DOUBLE PLATE 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. MINIMUM X6"RATED SHEATHING, (SEE WALL LAYOUT) EXPOSURE I FASTEN AS NOTEDt E ON WALL LAYOUT(BLOCK ALL EDGES) CLIENT: D SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS ELITE CUSTOM HOMES AND SD-4 SD-4 SECTION ONLY APPLIES WHEN REFERENCED GYPSUM BOARD RENOVATIONS,INC. THREADED ROD ASSEMBLY(IF NOTED) PROJECT: $ HILL RESIDENCE INTERIOR SHEARWALL(IF NOTED)SHALL a 130 CLUB DRIVE NAIL EACH END OF BLOCKING TO USE%6"RATED SHEATHING FASTENED " JOB NUMBER: COUNTY: DUVAL BOTTOM CHORDS WITH(3)0.131"x 3X" AS NOTED. 15,117g TRUSS(AS NOTED) SCALE: INSTALL 2x4 BLOCKING BETWEEN 3 %" —1'-0" U.O.N. TRUSS BOTTOM CHORDS 12-O.C. 2x_TREATED SYP#2 SILL PLATE WITH 1 — 2x4 SPF NAILER-NAIL TO TOP PLATE WITH @ ANCHOR(SEE DETAIL C ON SHEET SD-3) g DO NOT SCALE THIS DRAWING 0.131"x 3 X"NAILS @ 6-O.C. z RELEASE DATE: 09-28.15 BOTTOM CHORD OF TRUSS 2x_SPF#2 SOLE PLATE N NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) m REVISIONS: 0.131"x 3X"NAILS WITH 0.131"x 3 X"NAILS NAIL PORCH SHEATHING AS NOTED @ 8-O.C.-U.O.N. '�I a c DOUBLE PLATE �a 4 DRAWN BY: FLOOR BEAM(AS NOTED) w DJM EXTERIOR FRAMED WALL MINIMUM%6"RATED SHEATHING, CHECKED BY: EXPOSURE I FASTEN AS NOTED FSS ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION 0 TITLE: FRAMING DETAILS E SECTION-EXTERIOR WALL PARALLEL TO TRUSS H SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL W SHEET 2 of 3 SD-4 SD-4 THIS SECTION ONLY APPLIES WHEN REFERENCED SD-4 y SHEET: SD-4 TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x_SYP#2 DOUBLE ULSBERG (TYPICAL DOUBLE PLATE SPLICE} r PLATE(U.O.N.)NAIL 48"MINIMUM SPLICE LENGTH JOINT IN U PER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER I PLATES WITH 0.131"x 3" ENGINEERING, INC. JOINT IN LOWER PLATE MINIMUM NAILING OF WITH 0.131"x 3 X"NAILS @ 6"O.C.STAGGERED TYPICAL STUD TO NAILS @ 8"O.C. STUD TO PLATE NAILING MIN 0 UM N 3"NAILS IN THIS ZONE. THREADED OD ASSEMBLY CENTERED (TYPICAL) DOUBLE PLATE I I I STAGGERED � 11481 OLD ST.AUGLlSTINE RD.,SUITE#202 ON SPLICE N PLATE OR THREADED ROD STUD SIZE END NAIL TOENAIL JACKSOPQVILLE,FL.32258 ASSEMBLY (THIN 12"ON EACH SIDE OF JACK STUD AND KING CONNECTION I TYPICAL FRAMING P:904.886:2401 F:904.260.4367 8"MAX. 6"MAX. STUD REQUIREMENTS I I AT CHANGE IN JOINT. 6"MAX. (SEE WALL LAYOUT 2x4 (2) (3) jhuySeng@bellsouth.net I PLATE HEIGHT FLORInA C.A.NUMBER:25846 MSTA36 STRAP 2x6 (3) {4) CENTERED ON II CHANGE IN 2x8 (4) (5) y i PLATE HEIGHT THREADED ROD ASSEMBLY WITHIN 2x10 {5) (6), s II 6"OF SPLICE IN LOWER PLATE I I I 2x4 BLOCKING BETWEEN z ,�` S. S��A''�i STUDS TOENAIL *ALL NAILS NOTED ARE 0.131" 3 Y" a �.�``� 0' •I C &Z 6" ALTERNATE:IF ROD IS GREATER NAIL EACH PLATE TO JACK STUD OR ENDNAIL EACH END m . (.• :- EN • THAN 6"FROM SPLICE-ADD0,131"x 3 Ya"NAILS-TOENAIL „ WITH(3) TO ADJACENT •�}• r i S�• II SSP AT SPLICE. OR ENDNAIL(TYPICAL I " 's STUD WITH(3)0.131 x 3 Y" NAILS ' r II I ' 2x_SPF#2 STUDS • @ 16-O.C.(U.O.N.) (SEE WALL LAYOUT) HEADER NAILING REQUIREMENTS �` �os�r5 � IMPSCI .� DOUBLE SILL REQUIRED WHERE OPENING I 2x6 (3)NAILS PER PLY d �,i�Vr ••••••;F� .5� +t, II WIDTH EXCEEDS 61" U.O.N.) C0 AL EN THREADED ROD 2x8 (4)NAILS PER PLY ' ��� ` s `tt�ttA/tililtl/f11tM�"\�,�� ASSEMBLY AT ; II I NOTED SPACING 2x10 (5)NAILS PER PLY I i JOINT IN SILL PLATE 2x TREATED 2x12 (6)NAILS PER PLY L; II SYP SILL PLATEM It m f 9Y"LVL (5)NAILS PER PLY u " n II n ii Ii ii II " ii ii II II o u u u u 11�"LVL (6)NAILS PER PLY n u u u u i u u ° ° r ANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE 14"LVL {7)NAILS PER PLY 4"MIN.; (SEE DETAIL"C"ON SHEET SD-3) CONNECTION 16"LVL (8)NAILS PER PLY 5 THREADED ROD ASSEMBLY 12"MAX. (BEYOND) BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) BUILT UP CORNER POST ANCHOR COUPLED TO THREADED ROD NAIL EACH PLY WITH 0.131"x 3 Ya" (SEE DETAIL"C"ON SHEET SD-3) NAILS @ 6"O.C.STAGGERED m L DETAIL-TYPICAL WALL FRAMING CONDITIONS SD-5 12"MAX. v m m d H INSTALL MSTA24 STRAP LOOPED OVER DOUBLE INSTALL DSP CLIP @ 32-O.C. I PLATE.NAIL TO CRIPPLE ON MAXIMUM SPACING (U.O.N.) EACH SIDE WITH(6) CLIENT: .131"x 1%"NAILS. ELITE CUSTOM HOMES AND RENOVATIONS,INC. DOUBLE PLATE I STRAP CRIPPLE AND KING STUDS I I I TO HEADER WITH PROJECT: —JACKSg HILL RESIDENCE LSTA18 STRAP (AS NOTED) t 130 CLUB DRIVE 0 HEADER(AS NOTED) H JOB NUMBER: COUNTY: UVAL 15-11791 _D 2x_BLOCKING(TYPICAL) _ _ __ SCALE: (3)0.131"x 3'/4"TOENAILS ATEACH E D I ------------------- n--n--Ti---Ti--- r�-- I THREADED %" =1'-O"(U.O.N.) (NAIL I— I--- --- n Ti— TF- - I ITHREADEDROD ASSEMBLYe TYPICAL DO NOT SCALE THIS DRAWING EACH SILL PLY TO KING STUD ROD ASSEMBLY s II II II I II II II RELEASE DATE: WITH(3)0.131"x 3,y4'NAILS-TOENAIL I I I I I I I I NOTE: m 09-28-15 OR ENDNAIL(TYPICAL) NOTE: I I I I THREADED ROD ASSEMBLY THREADED ROD ASSEMBREVISIONS: LY NOT REQUIRED BEVEL BLOCKING AS REQUIRED FOR DOOR OPENINGS MINIMUM 1 NOT REQUIRED AT GARAGE I i li i li I I I S(GARAGE I I I I I I I � (U.O.N.) Y"NAIL PENETRATION INTO MAIN FR MINGDOOR OPENINGS(U.O.N.) I I I I I I I I I MEMBERS.(TYPICAL) DRAWN BY: �� � DJM �� II II a II I m (2)2x_SILL I ; II u� N � CHECKED BY: \_ SHEATHING MAY CANTILEVER UP T 2" ANCHOR AS REQUIRED ANCHOR AS REQUIRED FSS MAXIMUM PAST SUPPORTS.ALL WINDOW DROPPED HEADER CONDITION c TITLE: FLUSH HEADER CONDITION FRAMING DETAILS ATTACHMENTS MUST BE ANCHORED INTO 2x_ SHEET 3 of 3 MEMBERS. w N DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS SHEET: M DETAIL-TYPICAL ARCH TOP OPENING SD-5 SD-5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-5 END VERTICAL BRACING REQUIREMENTS LAST TRUSS IN ROW REQUIRING BRACING ULSBERG BRITTLE'FINISH FLEXIBLE FINISHNAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS 2x4 BLOCKING-TOENAIL OR ENDNAIL HENGINEERING, INC. BRACING 16"O.C. 24"O.C. 1 "O.C. 24"O.C. EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING 11481 OLD ST.AUGUSTINE RD.,SUITE#202 (3)NAILS - JACKSONVILLE,FL.32258 NONE REQUIRED 0"TO 53° 0"TO 47" 0" 0 67° 0"TO 59" NAIL DIAGONAL BRACE TO INTERMEDIATE p:804.886.2401 F:904.260.4367 2x4 L-BRACE 54"T0114° = ROOF SHEATHING WEBS WITH(2)NAILS w jhuIse�t@bellsouth.net 48"TO 99" 68" 0 145" 60"T0126" 2x4 SPF No.2 DIAGONAL BRACE LORIDA A.NUMBER:25846 ROOF TRUSS BY OTHERS WITH 2x6 L-BRACE 115"T0182" 100"TO 158" 146 TO 232" 127"TO 201" BRACE(IF REQUIRED) } (TYPICAL AT EACH END OF NOTE: j CONTINUOUS LATERAL BRACING) � ' BRITTLE FINISHES ARE STUCCO ORADHERED VENEER I I TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS E .F INSTALL 2x4 No.2 SYP T-BRACE NAILED TO Q WEB WITH(3)NAILS Ott of FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, I i I } BRICK VENEER,ETC. �> I I �> EACH PLY OF TRUSS WEB AT 6"O.C.WITH o 3 o I `` � s RATED ROOF SHEATHING <-' I I <'' 0.131"x 3"NAILS TO REPLACE(2)ROWS OF y CONTINUOUS LATERAL BRACE(QUANTITY, a��.�` (� •,, „••S�jj„•�ii� AND LOCATION DEFINED BY TRUSS SHOF� ! ��/J a 2_L-BRACE NAILED TO , I i LATERALBRACING INSTALL 2x6 No.2 SYP �c .• N' •, h� VERTICAL WEB WITH I'� j T-BRACE NAILED TO EACH PLY OF TRUSS <�> <`> DRAWING.) `. o .:' '•• = 0 131 x 3 NAILS @ 6 O.C. --�---- ------ --- WEB WITH 0.131"x 3"NAILS @ 6"O.C. NAIL CONTINUOUS LATERAL BRACE TO r~ ;f0, Q ----- --- EACH TRUSS WEB WITH 0,7 • 2 VERTICAL WEB IN GABLE --,---- - I (2)NAILS = 3 ;`� g� E D TRUSS ROOF TRUSSES(BY OTHERS) NOTES: - ';, T'4T 15 oL FLOYD MPSOJ?,PE ,= 2_LOOKOUTS AT 48 O.C. (3)TRUSSES M IMUM "' NOTE: 1) CONTINUOUS LATERAL BRACES SHALL BE 1x4 F ''•.QNo.Wq 16"OR 24"O.C. _ FOR CONTINU S LATERAL BR CE No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.), A��•�` o T-BRACING TO BE USED WHEN CONTINUOUS Z SPACING(SEE TABLE) LATERAL BRACING IS IMPRACTICAL. 7""'AlvAll�AL EN�`�`��% w 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS ��o�Nnpa�n+�N�"`� SECTION TYPICAL T-BRACE (U.O.N.) A DETAIL-TYPICAL VERTICAL BRACING AT GABLE END B DETAIL-TYPICAL LATERAL TRUSS BRACING SD-6 SD-6 SD-6 0 2x4 SYP BLOCKING BETWEEN H2.5A AT EACH LOOKOUT (3)0.1-31"x 3 Y"TOENAILS LOOKOUTS NAIL BRACE TO BLOCKING WITH(5)0.131"x 3 44"NAILS AT EACH LOOKOUT TO NUT&3"x 3"x X811 WASHER EXTERIOR SHEATHING SHALL 2x4 LOOKOUT @ 48"O.C.FOR TOP CHORD OF TRUSS. (SEE THREADED ROD ASSEMBLY DETAILS.) OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH BE NAILED TO BOTTOM CHORD � 2x4 BLOCKING 12"LONG 2x_SCAB � ^ m OF TRUSS WITH / ROOF SHEATH NG(AS NOTED) (3)0.131 x 3/a NAILS EACH END REQUIRED BETWEEN (MATCH BOTTOM CHORD)WITH/2 0 0.131"x 2%"NAILS @ 6"O.C. ROOF SHEATHING(AS NOT LOOKOUTS SPACERS-NAIL w/(3)0.131"x 3"NAILS (U.O.N.ON WALL LAYOUT) BOTTOM CHORD OF GABLE END TRUSS o BALLOON FRAMED STUDS — — 2x_BARGE RAFTER m (AS NOTED) I I THREADED ROD ASSEMBLY . FASCIA(BY OTHERS) SINGLE PLATE AIL TO TRUSS FA I I � I I SECTION A-A = / BOTTOM CHOR WITH 0.131"x 3 XV I I \ \ I I 2x4 LOOKOUTS @ 48"O.C. NAILS @ 6"O.C. 2x4 LOOKOUTS @ 48"O.C. I I � I I I FOR OVERHANG ��S I H3 CLIP OR EQUAL AT EACH LOOKOUT H2.5A AT EACH LOOKOUT II II �� II GABLE END TRUSS(DROP GABLE) a ROOF SHEATHING(AS NOTED) 2x6 BRACE SPACED @ 48"O.C. N D VAULT) CLIENT:-BALLOON FRAMED GABLE END LOW CEILING VA LT UNLESS OTHERWISE NOTED TOP CHORD OF GABLE END ELITE CUSTOM HOMES AND SD-6 1 I I I I ON ROOF LAYOUT. TRUSS $ RENOVATIONS,INC. INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN/ OF EXTERIOR ROOF PITCH I I �� ADD 2x4 T-BRACE NAILED @ 6"O.C. I I I VERTICAL WEB OF GABLE END= PROJECT: H2.5A AT EACH L DOKOUT WITH 0.131"x 2 X811 NAILS IF BRACE TRUSS HILL RESIDENCE LENGTH EXCEEDS 9'-0". 2x4 LOOKOUTS @ 48"O.C.FOR 130 CLUB DRIVE I I OVERHANG I I I I I �� NUT&3"x 3"x%"WASHER H JOB NUMBER: COUNTY: / ROOF SHEATHIN (AS NOTED) 1 A ^ SCALE: / 12 LONG SCAB X811 =1'-0"(U.O.N.) 2x4 SYP BLOCKI G BETWEEN LOOKOUTS (MATCH BOTTOM CHORD) E D�� g 0 NOT SCALE THIS DRAWING i WITH Y2 SPACERS BALLOON FRAMED STUDS WIRELEASE DATE: 09-28-15 (AS NOTED) \ � DOUBLE PLATE GBC CLIP-(2)REQUIRED AT EACH BRACE SEE DETAIL"G"ON SD-6 REVISIONS:BOTTOM CHORD OF GABLE GYPSUM BOARD CEILING INTERIOR VAULT TOENAIL BOTTOM CHORD OF END TRUSS EXTERIOR SHEATHING SHALL BE TRUSS TO DOUBLE PLATE WITH „ (2)2x_DOUBLE PLATE DRAWN BY: NAILED TO UPPE PLY OF 0.131 x 3/a NAILS @ 8 O.C. w DJM DOUBLE PLATE ITH2x4 G INSTALLED THREADED ROD ASSEMBLY CHECKED BY: FSS DRYWALL BACKING NOTE: JI 0.131"x 2%"NAIL @ 6"O.C. CONTINUOUSLY BETWEEN BRACES ALL MEMBERS SHALL BE#2 SYP. 2X_STUDS — — — � TITLE: (U.O.N.ON WALL POUT) _ _ — _ TRUSS BRACING AND GABLE DETAILS E DETAIL-BALLOON FRAMED GABLE END HIGH CEILING VAULT rF SECTION -GABLE END DIAGONAL BRACING rGSECTION-PLATFORM FRAMED GABLE END w SHEET: SD-6 INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH SD-6 THREADED ROD NOT SHOWN FOR CLARITY SD-6 SD-6 INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE ULSBERG NOTE: PLATE ENGINEERING, INC. ATTACH DOUBLE PLATE TO STUD PER _- 11481 OLD ST.AUGUSTINE RD.,SUITE#202 DETAIL"G"ON SD-7 = ALTERNATE:MSTA24 STRAP LOOPED OVER JACKSONVILLE,FL.32258 -= DOUBLE PLATE NAILED WITH(6)10d x 1 X2"NAILS -- AS NOTED m P:904.886.2401 F:904.260.4367 EXTERIOR BEAM( ) INTO EACH SIDE OF STUD w jhulseng@bellsouth.net UPPER LEVEL STUD CS16 STRAP(CUT TO LENGTH)FROM UPPER DOUBLE PLATE UPPER LEVEL STUD FLORIDA A.N)rjMBER:25846 STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). CS16 STRAP(CUT TO LENGTH)FROM UPPER g ; / NAIL INTO UPPER STUD WITH(11)10d AND NAIL NOTCH BEAM AS REQUIRED TO STUD TO HEADER BELOW @ 32-O.C.(U.O.N.). y , / 1 INTO BEAM WITH(11)10d NAILS. FIT BENEATH DOUBLE PLATE NAIL INTO UPPER STUD WITH(11)10d AND NAIL +►N { r BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE BEAM BEARS ON(2)2x_JACKS / INTO HEADER WITH(11)10d NAILS. ';.�``' �{D iS l } BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE � lyO•'•-•�••�''`'•l�iO���'��, TYPICAL-U.O.N. `C �.� f�tv •. •, BEGIN NAILING 1 MINIMUM BELOW TOP OF ( ) / BEAM CONDITION: f NAILING NOT REQUIRED BETWEEN UPPER SILL ` •;• s�:SO' PLATE AND LOWER DOUBLE PLATE. Nq �079, Z BEAM(AS NOTED) (NOTCHED BEAM) FLOOR SYSTEM(AS NOTED) 3 / — z BEGIN NAILING 1"MINIMUM BELOW DOUBLE i T'�TE 7♦ A DETAIL-UPPER LEVEL STUD OVER BEAM == PLATE _ •�.C� -15 �• SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED J Ns% SIM� v -- •' I4o 6 �• -_-_ DOUBLE PLATE •��• NAIL SHEATHING TO DOUBLE PLATE WITH "IN1111VA L EW3" (2)ROWS OF 0.131"x 2 Y2"NAILS @ 6"O.C. LOWER LEVEL HEADER(AS NOTED) MONOLITHIC FOUNDATION-EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. m V x 6"TITEN HD SCREW ANCHOR or Y8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.OR m 0 or Y8"THREADED ROD SET 4 YY INTO ADHESIVE SPH_@ 32"O.C. G DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW EXTERIOR BEAM(AS NOTED) STEMWALL FOUNDATION-EXTERIOR SD-7 DOUBLE PLATE THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED Y THREADED ROD SET 7"INTO ADHESIVE BEAM INSTALLED BENEATH DOUBLE PLATE T INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS Metal-connector Fastening Schedule IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.) Simpson to USP ID Uplift Ca ac" lbs) Fasteners Anchorage U.O.N. USE MONOLITHIC CONDITION CONDITION: 2 AABU44—Z PAU4AU44—TZ 2 22 (12)0131'x 1Yi nra o 200(SYP) (12)0.162'x 2Y2 or(12)0.162'x 31/2' 518"wf i'embed ABU66—Z PAU66—TZ 2300(SYP) (12)0 162'x 2Y:or(12)0,162'x 31/r 518"wl 7 embed (DROPPED BEAM) CS16 RS150 1705(SYP or SPF) (11)0 148 x 3"in each and—(22)total n1a DSP RSPT6-2 775(SYP or SPF) (8)0.148"x 1'h"into studs nra g DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALL CONNECTION 6 W,x 1 x,'h"into double late m B DTT2Z DTB-TZ 2145(SYP)1835(SPF) {8)'l:'x 1'/�'SDS 'h'wl 4h'embed(mons)and T embed(stem) m SD-7 (USP DTB-TZ SIMILAR) HBc Hc520 nra (5)0.131 x 1'/a into gable brace n1a D-7 (7)0.131 x 2Ya"into double plate H2.5A n1a use RT7 600(SY P) (5)0.131"x 2'/i'in each end-(10)total nra H2.5T nfa use RT7 545(SYP or SPF) (5)0.131"x 11/2"in each end-(10)total nla r MONOLITHIC FOUNDATION-EXTERIOR H3 RT3A 455(SYP) 4 0.131"x 21/2"in each end—(8)total nta H6 LFTA6 950(SYP)820(SPF) (8)0.131"x 2'/2"in each end—(16)total nra m %"x 12"TITEN HD SCREW ANCHORH8 RT8A 745(SYP) 5 0.148"x 1'h"in each end—(14 total nra ALTERNATE ANCHOR: Hops nra use UPHD8 7630(SYP)5495[SPF) {20);:x 3'SDS 7r8"wl 15'embed[SET-}�epoxy only) or Y8"THREADED ROD SET 7"INTO ADHESIVE _ Y2"X 6"TITEN HD HDUS PHDS 5645(SYP)4065(SPF) (14)%x 2'/a SDS 518"wl 7'embed(mono)and 12"embed(stem) y EXTERIOR BEAM (MECHANICALLY GALVANIZED) HDU8 PHD6 697o(SYP)5020(SPF) (20)Y:x 3'SDS 7r8"wl 15'embed(SET-?P epoxy only) 0 STEMWALL FOUNDATION-EXTERIOR IHETA16 HTA16 1810(SYP) (10)0 148'x 1!: 4'embed (AS NOTED) WITH 2"X'/s"WASHER HTS20,HTS24 or HTS30 H1W20,H7W24 or HTW 30 1450(SYP)1245(SPF) (10)0 148'x 3'in each end—(20)total nla %"THREADED ROD SET 12"INTO ADHESIVEH6 CLIP FROM HTSM 16 or HTSM20 HTWM16 or H7WM20 1175(SYP) (8)0 148"x 3'into wood n1a (4)'/a'x 2'f>'Titen into CMU �; CLIENT: INTERIOR APPLICATIONS- POST TO BEAM 4)'/:x 1314'Titen into concrete 3 IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND HTT4 HTT4 4235(SYP) 3640(SPF) (18)0 162'x 212 518"wl 7"embed(mono)and 12"embed(stem) ELITE CUSTOM HOMES AND HTT5 HTT5 5090(SYP) 4375(SPF) (26 0.162'x 2Yz 518"wl 7'embed(mono)and 12'embed(stem) m RENOVATIONS,INC. %"x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) I_TP4 MP4F n1a (12)0.131'x 1Y2 nra AG LSTA18 LSTA18 1235(SYP)1110(O(SPF) 7 0.148"x 3'in each end— 14)total n1a s PROJECT: or%"X 8"TITEN HD SCREW ANCHOR 0.131"x 3'/n"NAILS PER PLY LTS12 LTW 12 775(SYP)665(SPF) (6)0.148"x 3'in each end—(12)total n/aJ4 $ HILL RESIDENCE or Y8"THREADED ROD SET 6"INTO ADHESIVE MSTA24 MSTA24 1640(SYP)1455(SPF) 9 0.148"x 3'in each end—(18)total nra PT POST(AS NOTED) MSTAM24 MSTAM24 1500(SYP or SPF) (9)0.148"x 3'into wood nra 130 CLUB DRIVE (5)'/:'x2'/d'Titen into CMU C DETAIL-TYPICAL HTT5 INSTALLATION H6 CLIP FROM POST (5)'.4"x 13/4'Titen into concrete JOB NUMBER: 79 1 COUNTY: MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0.148'x 3"in each end—(22)total n1a 15-11 DUVAL SD-7 (UTO BEAM SP PHDS SIMILAR) PT POST(AS NOTED) MSTA36 MSTA36 2050(SYP or SPF) (13)0 148'x 3"in each end—(26)total n1a g SCALE: MSTAM36 MSTAM36 1870(SYP or SPF) (13)0.146"x 3"into wood n1a 3 n _1 1_011(U.0.N.) EXTERIOR BEAM (8)1/4 x 2Y:Titen into CMU _ 8 ABU POST BASE E (8)'/4'x 13/4'Titen into concrete 8 DO NOT SCALE THIS DRAWING MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) (AS NOTED) MTS12 or MTS20 MTW12 or MTW20 1 oo0(sYP)860(SPF) (7)0148"x 3'in each end—(14)total nra 7 5 �� MTSM16 or MTSM20 HTWM16 or HlWM20 860(SYP) (7)0.148 x 3'into wood nra 9 RELEASE DATE: "THREADED ROD SET 15„ LAN VIEW AT TOP OF POST o 8 INTO ADHESIVE THREADED ROD (4)'/4 x 2"/'Titen into CMU y 09-28-15 WITH NUT SET IN + i (4)'':'x 1'f'Titen into concrete EVISIONS: STEMWALL FOUNDATION-EXTERIOR ADHESIVE PA51 TA51 3685(SYP or SPF) (21}016z'x 2Y2”or(21)0162'x 3Yd 4'embed 7 --- SPH4 or SPH6 SPTF14 or SPTH6 680(SYPi 585(SPF) (12)0 148'x I1V n1a ; /a„THREADED ROD SET 15"INTO ADHESIVE (7”EMBEDMENT) SSP RSPT6 350(SYP or SPF) (4)0.148"x 11§ into studs n1a (3).0-148"x 1'h"into double plate INTERIOR APPLICATIONS- \ a !; d a d STHD14 STAD14 4430(SYP or SPF] (38}0 148 x 3 14'embed DRAWN BY: DJM IF EDGE DISTANCE EXCEEDS 5"USEa i i a Notes CHECKED BY: FSS \ i r a a 1 All connectors are manufactured by Simpson Stron4Te or USP Structural Connectors(U.O.N.) %"THREADED ROD SET 8"INTO ADHESIVEa :r i \ -U I 2 SYP=Southern Pine SPF=Spruce-Pine-Fir g TITLE: 4. 3 Mono=monolithic concrete;stem=masonry stemwall or bond beam METAL CONNECTOR SIDE VIEW AT BASE OF POST 4.Anchorage refers to threaded anchors with noted diameters and embedment depths DETAILS w D F DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST SHEET: DETAIL-TYPICAL HDU8 INSTALLATION SD 7 (USP PHD6 SIMILAR) a-7 SD-7 TRUSS ULSBERG �Ns�ti N ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 w ulseng@bellsouth.net 21 OPTIMAL 221/20 "PLOTA C.A.NJUIBER:25846 00 10° 0° y 00goe o0o qo Qo ooQ X00 000 \ 00 00 00 00 0 ►t►►�► i/111iN//��1! 300 OV i { /�I TYPICAL SDWC SCREW TRUSS BEARING ON ���t �C /VS•___�///: '�,, "A"ON SD-7a OR EDGE GRAIN �•QZ-, "B"ON SD-7a SDWC SCREW IS ti ACCEPTABLE 0791 :Z X MAX. 1 TRUSS TO TOP PLATE SHOWN BEARING WALL S1„CST (RAFTER TO TOP PLATE SIMILAR) EDGE GRAIN BEARING CONDITION +.�Q�j' $ •+�Q`, SDWC15600 NOTE: ” ''��' sf +•• 6 �t►�� +'E UTILIZE METAL INSTALLATION GUIDE TOOL PROVIDED BY MANUFACTURER. coMMt NTs: lop A DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATIO TRUSS 4.wle SD-7a (TRUSS ALIGNED WITH STUD) o = o m o m ° — o E `o `m c c E R a m ONLY CLIPS ARE ALLOWED TRUSS BEARING ON WITH THIS CONDITION END GRAIN 0000 0 (NO SDWC SCREWS) (EXTENDED VERTICAL) p0 O��O� 00000seo m SDWC SCREW IS NOT 00000q p00 El ACCEPTABLE 0 000000 opeo o0p0o m BEARING WALL END GRAIN BEARING CONDITION N m TRUSS TO TOP PLATE SHOWN D (RAFTER TO TOP PLATE SIMILAR) DETAIL-SDWC AT EDGE l END GRAIN CONDITIONS m SD-7a 1"MIN MIN SDWC15600 =DO NOT INSTALL SDWC IN HATCHED AREA & CLIENT: B DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATIO NOTES:INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK ELITE CUSTOM HOMES AND TRUSS OFFSET FROM STUD INTO THE DOUBLE PLATE(+a"). RENOVATIONS,INC. ( ) 9 PROJECT: 2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO HILL RESIDENCE A WOOD MEMBER. 130 CLUB DRIVE TRUSS(RAFTEF SIMILAR) JOB NUMBER: COUNTY: 3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL. 15-1179 DUVAL INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE scALE: X"MINIMUM EDGE DISTANCE WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF o g' =1'-0"(U.O.N.) (WITH OR WITHOUT A PLATE SPLICE) ��� E DO NOT SCALE THIS DRAWING 3 RELEASE DATE: 09-28-15 4. TYPICAL HURRICANE CLIPS(PER TRUSS CONNECTOR SCHEDULE)SHALL T REVISIONS: BE USED TO REPLACE MIS-INSTALLED SCREWS AND/OR SCREW INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE INSTALLING CLIPS. OFFSET X"FROM--II— SPLICE MAY w DRAWN BY. DJM TOP PLATE BE IN UPPE 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED. SPLICE FOR FULL OR LOWER CHECKED BY: FSS VALUES PLATE TITLE: SIMPSON SDWC TRUSS ANCHOR SYSTEM DETAIL-SDWC MINIMUM EDGE DISTANCE w SD-7a SHEET: SD -7a UJ ___.---__.______._1 p C 4 53-05'-00 -- ----- I I o n a y1:. -J�O — — F-LmE�01ES co 0 OC C m y w - - - -- --- --- c >.c H E -- C - . I i c �.y�vtF- U}= i Z Cn LU H i qp G. V U GS 3 SOX d W rn2E m WWw J m CZ5 o-0 W 0:m Z .0 O/C= n'0 F T A C W> -J W J E amB"`° —� a>rn 00 ri ) r-.0 3 m NUS -0 y > owJ Q� 80000 0 C C� 0 y�E2 Q >w > c ,��€�`� L. om p a�o a<w< Q aU) n - _ UJ m�� Q oZ 11-08-00 E to onIB m =F-g m W °E5" .� W m Otnv w 3 Z=U) .0 y��o 6 z P�� Produ s Plies Net Qty � = 0 Q PbtID Length BM1 28-00-00 onCENTER®LVL .0E 1 3/4"x 16" 3 3 3Q. m o n o !Z a Truss Connector Total List 4 p p p p p 0 p p p q p p p p p p p p p '' Connector Summary Manuf Product Qty 2t 4 `n •O "a N Qty Manuf Produ N C c W t o a z Q N Simpson HUS 46 6 N N N N N N N N N N N N N N N N N N N N N N N N N N N A� a.o'2 1 `o.0-.m v)up0 32 Simpson HUS26 Simpson THA422 4_ yv w c rn � wZH yOQ �, c®ma1- ce z (� F es16 0pwU C O lCJtoa y g Ro a_o 0310-1 ui ply 'o!�m W �'o. '� �W OIlev r er is y E c yr t°'. Cn 0i 0 hen t� 5 y •X-g- 2:C l0~L C0 J _ - Q� U 2 C ao W o,��o� F-�a a y•�mLL rn �.. Verify Gable h o s:E 8 v im' c F- of i etxts cE��o �c2�p p?�u �a,vt� 5E�mtE g�►- Bmc5mm a as c' J •— U a.. � all 'L) uoG0 ==m co Q m Imi tpi L 7� ~O O O Q p o 0 0 0 0 8-07-13 Y N N N N N N N N N N N NN N N N N N N N O I7 LL LL LL LL LL i -- ea•o7.08 V Z rn OC N W WWW O VQ O . caN c� � = a o �-� W 0 O_ 6002_ o m -- 6"77-0 — 0 W cn D mQ p IT to 0 0 cl CN E :_ ccc _ _ o -� o N -a •N cc p.a C O L m �� �J io LO DRAWING REVIEW DISPOSITION c d• CO c0 A C y e_ O AO Oaiw of shop drawings is only for conformanci with O Conpof the project and does not reli4 M •O NN N N N N N q0) �Of re$ for sofdeviation on from the requireN N N N N N N N s h" N N NN ' 0 M pp t— vt drawings. r shah determine and verify all field Measurem ints. o R a ^O w O pp 00 ��APR VED ❑RETURNED FOR CORRE - "t 1 (7 N a o AO a�;v W D APPROVED AS NOTED ❑RETURNED WiiHOUTACTIDN 18-03-04 13-05-2 - Cc 32-11-08 _ a v . . c O 3�'W W ` ❑NOTA PROVED ❑SEE TRANSMITTI)!LETTER o£a �� LL. M COMMENTS !! 0,0J2 W O LL" _yJ O E- HULSBEFIVENGINEERING,INC. Fl.CERT,25f1B-'11481 ST AUGUSTINE PD.0 292 ---