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Beach Avenue 1625 RECE CRY of Atlantic Uoio Bui,'ding and Zonfing EXISTIW_3 5UILDIW3 ITO REMAIN N ...... Ike sm a It One EXISTIW3 BUILDIW-4 TO REMAIN 110,111melim Ag and Zoning 09p,iftef& Th Xontsin%pproval v"'fies wtnPOSON With 81701coble subdivision and Other local land d0velopment regulations, but does not constitute .. . . . . . opprovel for the issuance of perIn"S. Compliance with Florida Building Code and all other aticable 10'081, State and Feftrgi pwmltdng requ Must be VeNfled I nens %signature,of the city 078 tlantic FA 00ach BulldIn _j Ouilding Per 11 0 [nuance of �m L EX15T. . . . . . . 4 APPMved By- 5LDC.. I P un ()Pmen fe, r 7 '9 ID 10.0 QU 0 '7 ts EX15TIW�15UILPIwa EX15TIWa 5UILDIWz TO REMAIN TO REMAIN L Ve op es SITE PLAN APPROVED E3X CITY OF ATILANTIC BEACH j3UILDIMG OFF'CF- 1/4' - I'-V' JAN CD 8 200 _22T.16 '2001 im 40. 0=5 4V'-2- -1. 3r-4' 3. 31'-4' 1,3�of 3ZW40 511 El S, l(2 WALL W WOOD CAP I-Mg lust w SID" U2 WALL UAf WOOD CAP v 0 L12 WAL I WOUR F RE UX)OD SEPARATI— ...4 .-Up Liki un 4 VEWY 5WAFT 15 ky CM PROPER SIZIE FOR Co IMEVAUN ONCE ctmCFE75 15 SEL15CIED. L '—"'ATOR:� -0 233 FLOOR ORAN '7 V L TE15 W-W MUD ]NOXT4' 5TORAr.E w C4_611 io CUEN51ES CCNCPWETE go I -ail 3-5,w 3-&ta T fULL—L.� EZ -92 STORAGE Of-EN MOIL tw-ol x T-0,QA POOR :F�4�WARCW MTAL SWL ON LOW WALL es WC ),.IV v�dpmw4v'I AIM .3 GARAGE FOYER 353 61-1 V21 V pm Ist LEVEL FOYER 233 34'-4' Bic 2rK-1 LEVEL 1252 sum 3rd LEVEL C*0 1/4' = P-0' eum-TOTAL W713 Dar— STORAW 30 NOV.1.2001 UNPHle"m 1031 XG XO. IOATKWOMC 554 VVM7 8 T L I v r= L dAMOM 1375, C-f S A G F= L E v E L smm w WrX (EX15TING FOUNDATION) Al *f & 1 (v'5 3T-4' OPEN"L 19 OPEN RAIL SUN R- 1 8 E C t!� N MAIL f3)1.15" It. Dr"Iw.4J L v_W 12*COLUM *19*0 LED -Agy-O W v-------------------------- fill arrT 4'CL 5L I I S'CLC.SOFFIT v "1 -31 CLI_ DOUN TO V4, CARPET CAMPE T---------------- ------- I V-2' 4'-4- 4'-Qy 4'-2- r!w 4'.1114- BUILT-" 2.1.PKT IL-------------------------I CXCI 19 dF4-ET t t A -2 Lu 4- W4 1 '4 d3 S-T T1 D, I 'Q v . �v T1 E Lu TN" La LANIA14 J"T A5 PLAC 1 4 Z14 ull-G. 3 314A 42H X_ ARC14 mi -----I R46 4t-- wlr� AM io -E, Pox 4 CAR PC 1 12 W_ -'L W(P q 17 LE T 4 TL� T ------ L------ -----j r_v) S" 13'4'x.2:g�...... ul 0 r------ AID -I— n 7 FF IL T W& 4 1 1 T T11. L A L t. fow IL gill2. I IL =7�_t OF�EH L -- --- --------- 5'.4' 2,-y E4'1. 1.-,. 4._�. v-6. I-I'-w 5 2'-4' al'-4' 'M'-4- wc It ntsonym sy- Bic WAY 1/4' = V-V' Nov.1.2001 no Ro. 00225 w TH IRE) L F_ v r= L SE COND L r= v EEL A2 Of 6. Bta�,� PVQ,-, STUCCO TRIM Iz r, & W MATIS WW MATO ARCHITECTURAL&AW.LE$- 61 bTUc1::O FRIezz MIETAL RAIL Tu I'I I I ELEVATOR IrOtWft PLATE 214W PLATE N% W STUCCO TRIM- 6'5TUCr0 FRIE72 W STUCW TRIM 19 T2125TUCCO COLUMN- 264*PLATE 26W PLATE t!1IT STUCCO Fm�"- 6'5TUCICCp FRIEZE W 57LCW COLUMN a MXTAJL RAIL LIN METAL RAIL- 4'CK W STUC4:0 TRIM rim"FLOOR 1274 11MI all W OTUCCO TRIM MIT -DECORATIVE ERACKET I" 4'CIS[12'STUCCO rRIM- �2 W WON WSTUCICO TRM 70,STUCCO COLUMN w 61 STUCCO TRIM- :71 EEI 6'5TUCC0 TRIM METAL RAIL FIXJ�H FLOOR STUCCO FINISH 7:r 4'CN WSTUGCO TRIM- pgr-GRATWE 5RACKETb- STUCCO F"s" igP'GK 14*STUCCO TFZM r.TUCCO FINIS"- .13 S 0 79V 57UCC�C'COLUMN cp fa a) 0 WSTUCCO TRIM M ri 17 FIXISW FLOOR. - FINSW FLOOR APFWG�X GRAVE-1 Ob-STUCCO TRIM- 1.1rT 4' "T 000000000 ;p O� 000.001313 31 FfXJ5H FIL 0 0 El 0 0 El cl 0 o GARA6E FL= 6:W1.10co TFUr, & 5TUCir0 TRIMI ILI R 0 N L E T _N r= L r:Jim By. Bic 1/4* . I.-o. NQV_-1,.2001 -gmw IRO. A3 of Be LIMIT OF 4' =IfWAL 15T UF '11i FLOOR FP I FLOOR I FLOOR ---------- t, E1;A1-R CL T T,,,,, - I 6"FLO OR lip ---- ------------ FLOOR -!-!------------------- --------- ID u gf -GWT .51PE ELEVATION III 11T GV 4.. f-1,�&L STAI 0 E I FLOOR 35 "NOTE I FLOOR FOR PIMEN51ON6, NOTE5 AND MATERIAL5 FLEASE REFER TO FRONT ELEVATION, SPEET A2. 0 L tilE �j 0-1 aiC sic Sam NOK.1,2001 J" no. I Fl C,dJRA6E FLOOR ------------------------------------------------------- --------------------------------------------------- L_r= r- T SIPE JELEVATION 't 4A ---------- --------------------- 4_�----- ----- 10 + + Ila'PUZ FOOT C 1 24 S Mal [C I I I M; + BUIL LLI 0, LLJ w PER Tom It Ila LL f7 - --------- 35 ,�i,ll------------ -4 r------------------------------ ------ -- --------- ----------------- -----\_ e7t Bic, Bic RUN 1 ' . V- /4 0' NOV.1,7001 no Mo. CM25 R 0 0 F P L AN I me A5 Of METAL THREt$HOLV 0ALVANIZE0 FLASWW� MINERALIZED SINGLE-PLY 5IRS111NOUS F4VrFIW.rlN HOT MOPPED EASE SHEETS LSGI4MEk3"T FIEEFRrIESW CotiCIRETIE!0�P51) 3/4'COX P_TWQOD Rt 2'xWr FLOOR LSr.Pn.Erlw 1`15EFRrES4 12 FFmim 0 or_ CONCRETE(3zVv PSI� NAIL ALL ROOF 0 6'OC. SLOPE?/A'PERFCOT ARCHITECTURAL SHiNCLES,ON 6 ON SUPPORTS wl Bd(MMMON -FL'r 151 G FELT Olg OR RING%TANK NAILS) MINERALIZED 5W.LE THING 54TUI�Ot*AC-OFM ON 7/15-PLY%=SWA "GIT 1`101-FED BASE SHERTS ROOF TRUSSES 9 24:O_C_ OR ROOF RAFTERS 0 24 O.C. v-C.FlPOVE PRIP EDGE METAL HURRICANE CUP R-30 INSULATION W1 PT.2*.A*BLOCKW. (1 9 EA END OF TRUSS 2,PUS nVE AIRSPACE �5TO=,CO FIN1504 (OR 1 0 EA. RAFIER� Q Q UNOER SHEATHING ME 111L OVFll r L _,.=P a . TAS.A OVER 2�;.4-SUB-FASCIA 11 1 1 1 1 1 1 .1 (2)2-xff- IT2 TOP PLATE - SYP OR lb I'W SOFFIT SEMC01 TPP5 0 32'O.C. CONTINUOUS ALUMINUM vENT 11V GYPSUM BOARD 1 0 a 1'.6'SOFFIT 1'-6'FRIEZE BOARD ON R-19 GATT INSULATION OR l'-e SPACER 13ASE MOULD 7*.6'BOTTOM PLATE 3/4'PLYWOOD SUB-FLOOR I*AL_04:��tY PETAII., ';,-'ALEs 36-METAL TIE STRAP CONT. I FROM I.t TO 2.6 FLOOR STUDS 16' DEEP F.T.'s 0 24'O.C. Lu OR 16"VEEP WOW -!2 OVER 7/16"OSI STUCf ON I-EIFAMS 0 24-0-C. Lu METAL LATH SMOOTH FINAB SHE THING 1/2'GYPSUM BOARD v ON 2'.6'SPF STUDS 0 16'O-C- (2)2'xS' 02 TOP PLATE - SYP 7u2j 13ASE MOULD 3/4"PLYWOOD SUB-FLOOR 1/2'A7'WEDGE BCLT 7-.6-BOTTOM PLATE 0 3r aC- W1 2--2- xl/8' WASHER SEMCO TFP7 0 32" W METAL T E STRAP CONI 1 3t O-C. TOP&sortum FROM I TO 2nd FLOOR SSUO5 15' DEEP F.T.'s 0 24' O.C. OR 16-DEEP WOOD 4 CCIICIIEI�LAB W/ I-BEAMS 0 24'OLC SMOOTH FINISH STUCCO ON OR METAL LATH OVER 7/16- .SHEATH.. 11BERMESH REINF. I ON 2'.Ir SPF STUDS 0 16 OC,I /Z-GYPSUM BOARD �2)2'-6' 12 TOP PLATE SYP N�Z7 Q 0 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL�/ --4- (2) ws CONT_ BASE MOULD 2'.6'BOTTOM PLATE 3/4'PLYWOOD SUB-FLOM M METAL TIE STRAP C FROM I.t TO Zd FLOOR STOUNCTS THIQKE�ED SLAB 16' DEEP F.T.'s 0 24"O_C_ SCALE: 3/4'=l'-O" OR 15'DEEP WOOD NOTES SMOOTH FINISH STUCCO ON I-BEAMS 0 24'OLC_ METAL LATH OVER 7/16-OSEI SHEA,!HING CH 2-.6-SPF STUDS 0 16 O_C_ MQ REGUl"MIS EM 92 SEE 112'GYPSUM BOARD (ALL TOP PLATES 12 STP OR 12 SPQ (2) 2-4-12 TOP PLATE SYP UUMOR W&LU (MIN 2x5-ltr ac-) 1-7.6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3'OR LESS (TO EXISTINQ 2 2.6 STUDS CONTINUOUS EACH SIDE OF 4.5'.6'OPENINGS 3-2.0 STUDS CONTINUOUS EACH SIDE Of -r.W.9*.ICr OPENINGS FOUNDATION) EL (2) #5%CONr_. 4-2.6 STUDS CONTINUOUS EACH 51DE OF ll*.12*.13*.14'OPENINGS rs 4'CONCRETE SLAB W1 2W% 16'O_C_ UP To 17'HJrH COWINUOUS) "1 6.10.10 WWM �W �.=41LVAP�-�R BARRIER OVER TYPICAL WALL Kung�L 4' Er TREATED SCALE- 3/4- V-0" D"" BY: TREATED AND COUIRACTIED FILL U)L5 2 PM IM Bic WJI 4" CUR AS NOTr=D SCALE: 3/4"�I*-O" DAM OCT.16,2001 Joe lqo. 00225 SEM 1W. A& of (9 PAX? L W LLI r-,HT Lu FOR 6AjWr DOOR OPEPIER qp -zl ------------------------------------- - "aim 5ic: mmapm EUC 114' - F-V* DAM OCT.16,2001 im go. zlomr;� L E Vr= L A EgAG E L EYE L MM AD. rml at 2 r---------------------- lz------- --------------- -Ji--41------ ------ Q ----------------I z x:::, L--------- -------- -------------------- LKP4 rAW ------------------ I----- ---------- ------/------- IJ LIJ "2: T L W LLI 0 % 1% ----------- -- ------------ 'o TO L '16 % ------ I I I I ", "I ABOVL- L I LOW PAN Cl Y r L-------ZA.-------- '7 -9i ------------------ ---------------------- ----------------------------------------- ILI E3JC Bic: su 1/4' . V-O' T W I Q L E- V L 5 EF C: 0 L r= DAM OCT.16,2001 09M5 SHEET NO. /00 DESIGN CODES 305 .3 .7 TOP PLATE SPLICES 22 . PROJECT NO. DESIGNED IN ACCORDANCE WITH THE 1997 STANDARD BUILDING CODE (SBC) AS FOLLOWS: The minimum lop shallbe four (4) ft. Use a minimum of 8-12d sinkers e(7c,,h side of joint. BY OCCUPANCY - RESIDENTIAL GROUP R3 (ONE FAMILY DWELLING) BY CONSTRUCTION - TYPE V1, UNPROTECTED . 505 .4 EXTERIOR WALL SHEATHING GENERAL: 104 .J DESIGN WIND SPEED - 1/0 mph SW-3 INDICATES J` EDGE NAILING at the bottom plate or blocking, ver-tIcal f ramIng members, and the lower top plate . In addition, use 3" edge nailing in the lower top plate even where SW-_�5 Is not indicated (EXCEPT HARDIFANEL) . J03 FOOTINGS AND FOUNDATIONS OSB or T-111 Sheathing V) Z 4- Where stucco , brick veneer , or hardiplank lop siding shown, underlay wifth & " OSB sheathing fastened wl 8d nails . CI_ 0 Unless noted as above, space nails at 6" o .c . edges, and 12" o .c .' Intermed1ate . 3033 MA TERIA LS HARDIPANEL Sheathing.. V) CAST-IN-PLACE CONCRETE: shall hove a compressive strength of 2500 psi at 28 days . Where Hordiponel shown use 511,5 " Hordiponel sheathing fostened wl 6d nails . W CONCRETE MASONRY UNITS.-shall be hollow unit masonry In accordance with ASTM C 90 and shall have a minimum Unless noted as above, space nails 6" o .c . edges, and 6' o .c . lntermedlGte,�, . net area compressive strength of 1900 psi when using Type /V or S, mortar (ASTM C 270) . When SW-3 is noted fasten wl No . // go . I V2 ' long galv . roofing nails and provide horizontolblocklng at 48" max . In accordance with ACI 5,30, the 1900 psi block in combination with Type M or S mortar provides a design compressive 305 .7 HOLDDOWN CONNECTORS strength (f'm) of /500 ps/ . GROUT: The grout shall be in accordance with ASTY C 476 and shallhave G maximum course agg r egate size of �8" The thrL' -bOltS generally serve as holddowns . However, if specifically calle0 in the "floor plons" or "tie down plans", M placed at on 8" to /Pslump and have a minimum specified compressive strength of 2000 psi at 28 doys when tested in use Simpson PHD5 wl (14) SDS V4x3 screws into double studs . Use ffl % ` �hreoded rod 12" into foundation o r bond beam . (D accordance with ASTM C 1019 . Threaded rods shall he set In holes 18 ' larger than rod for epoxy adhesives or ///G " larger than rod for Grcylic adhesives REINFORCING STEEL: shall be AS TY A615, G rade 60 (mechanical anchors are notpermitted on exterior walls) . ANCHOR BOLTS AND THREADED RODS: shallbe in accordance with ASTM A 307 or ASTM F /554 Grade 36 . J07 ROOF SYSTEMS WASHERS: shall be in accordance with ASTY F 4J6 Grad e J6 . NUTS: shall be In accordance with ASTM A 56J Grade A Hex . _�07 ./ ROOF TRUSS or RAFTER FRAMING SYSTEMS ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY): X Simpson Strong-tie Co . , Product: Epoxy- Tie SET or Acryllc- Tie AT All conventional f ram Ing shall b e SYF 4�2 . R e f e r to t russ shop d raw ings fo r t russ d e tails . Provide platform froming or METAL CONNECTORS: Allmetalconnectors which are exposed to exterior shollbe galvanized, Z-MAX or stainless steel . ellm1note gable end truss and balloon frame wall studs at all gab/e ends . Ln wings or tie-down schedule for hurricane connection requirements at the truss or rafter bearings . Refer to truss shop dra 0 _-0 J07 .3 BRACING 4 < Lu Provide solid blocking ��u J03 2Z SILL PLA TE TO BONDBEAM ANCHORAGE at sheathing JoInts In the first two rafter or truss spaces from gable ends . Roof sheathing j Intermediate connectors from the silllsole plates to the bc;nd or ri'm joists are not required . This system uses shall be attached to blocking with pan el-end nalling requirements . a direct connection from the 2nd and Jrd level wall studs to the Ist level bond beam . Typical anchor bolts are only required at the following locations (see det(711 this sheet).. J07 .4 ROOF SHEA THING ILE Spaced @ 6' o .c . at the exterior wall sill plate where the thru-bolt spacing Is greater than 6' o .c . At the exterior wall sill plates where the thru-bolt Is more than 12" from wall end, wall corner, or sill plate but joint Use �11c, " OSB or V2 " square-edge CDX plywood sheathing fastened wl 8d n(w!Is 6" o .c edges, 6" o .c . inte-rmediate . The nut at the double top plate shall be receive a final tightening after the roof system is installed . JOB OPEN S TRUC TURES J04 FLOOR SYS TEMS co co 308 .4 COLUMNIHEADER CONNEC TIONS OZ Z Attach headers to columns wl S Impson or S emco 12 GA PC SERIES wl (12)) 16d nails to h eGd e r and (8) 16d nails to column . J04 .1 CONCRETE FLOORS Use 41' thick slGb-on-grade . The slab shall hove Gx6 No . /0 WWF or synthetic f lber reinforcement. Attach headers to walls andlor corner columns wl Simpson HUSC410 wl (80 16d to wall or column and (8) 16d to header . Anchor columns to foundation wl Simpson ABU or Semco ABF wl (12) 16d nails . 6) N C-) C\j J05 WOOD —FRAMED WALL SYSTEMS WALL OPENING, WALL END, C� p C\j I_ Cu 6-3 cwt� 0 THREADED ROD OR SILL PLATE BUTT JOINT _�< U 12 __j _�05 .2 EXTERIOR WALL FRAMING AND INTERIOR BEARING WALLS wl 2" ROUND WASHER (SEE SPEC . -30J .2 .3) D 0) Lj_ S tud spacing shall be 16/1 O .C . M(7XIMUM . Stud size shall be 2x6 (nominal) at 2nd and 3rd floor exterior walls and 2x4 at a// other Interior walls U .N .O . Stud grade shall be SPF # 2 or better . Double top plates and sill plates shall be SYF #2 or better . SILL PLA TE_X TOP OF FTG . OR BLOCK WALL 505 .2 J HEADERS City U .N .O . header sizes shall be (2) 2x6's 42 SYF . ---';f Atlantic Bee-c--h- Planning and Zoning Departmerd This approval vsdfles compliance with applicable 12oning, Subdivision and othtr local land development regulations, but does not constitute approval for the Issuance of permits. wit COmpliance h Florida Building Code and all other epocabic Q) local, Slat nd Federal Ing reuirements J05 .5 CONNECTORS FOR EXTERIOR WALL FRAMING must be varifleled by s; natu'reermll't'he city of Atlantic Ltd Beach Building 0 ; I Prior to the issuance of a Building Permit. Cl,— In general the thru-bolts serve as the continuous load path from the double top plate to the bond beam . Apffwed By-.. eve -p me or mun menf�rec or Win em 3y. EPDXY IN HOLE U t, Where "CONVENTIONAL STRAPPING" Is shown in these plans, use Simpson SP6 wl (6) 10dxl .5" nails for Lj_j wall stud to top plate connections cc 32" O .C . and Simpson CS20 strapping wl (7) 10dx1 .5' nai1s each end for upper wall studs 12" (MAX .) APPROVED LQ to lower wall studs or beams v 32" O .C . Use: Simpson USTAY56 stropping wl (13) )Od nails Into studs and (8) V4x2V4 Tlten screws CITY OF ATLANTIC BEACH (0 6" (MIN) BUILDING OFFICE spaced of 32" O .C . for 2nd level studs to block wall . Q,_ JAN 0 8 2002 ADDITIONAL ANCHOR BOLT DETAIL WHERE < _j THRU —BOLT > 6 ' -01' 0 .C . OR THRU—BOLT 12" FROM PLATE END 142 ) Z: LL- OSB 41 (2) 2x6 PLATE R-JO INSULA TION cl- V2 CEIL BOARD OR %, " GYP . BOARD 12 GYP I. BOARD OSB SHEA THING S7-UDS ea 16" O .C . THRU-BOLT (TYP.) (SEE SHEET -314 T&G PLYWOOD BAND JOIST (TYF .) FLOOR JOIS T (SEE PLANS FOR SIZEIS) (2) 2x6 PLATE I > 12 " CEIL BOARD OR Y8 ` GYF . BOARD I BOARD �1,5 ' OSB SHEA THING I 2x6 STUDS co 16" O .C . -114 T&G PLYWOOD 2x6 SOLE FLA TE F . T . 2x8 SILL PLATE R JOIS T (SEE PLANS FOR SIZEIS) 8X8 BOND BEAM wl -ffi5 CON T. TOP V2 ` CEIL BOARD OR GYP . BOARD FILLED SOLID wl GROUT 12 GYP. BOARD #5 VL R T. IN GROU TED CELL La 48" O .C . MAX . 2x FURRING v 24" O .C . I I V2 " POLYISO INSULA TION BOARD # 5 DOWEL LAP wl VERT. ,,,,�— FLOOR JOIST (SEE PLANS 25" MIN . SET 6" INTO EPDXY------,. FOR SIZEIS) CEIL BOARD OR GYP. BOARD F H, 2x12 LEDGER WHERE #5 VERTICAL IS LOCATED FASTEN TO WALL W1 (2) ROWS OFV2 x IN NEW CMU WALL ABOVE, ANCHOR BOL TS ADD # 5 VERTICAL AND DOWEL Ed 16" O .C . (FLusM v,//Tc,P INTO EXIST. FOOTING WHERE 0r i�-Lcbie J0157-) EXIST . CELL IS NOT REINFORCED AND GROUT SOLID 4 EXIS T FOO TING VERIFY 12 x24" WIDE MINIMUM . TYPICAL WALL SECTION SHEET TITLE- Vol-, F� F-- V I S I CD N S; C> m r__ WIND TIE SYSTEMS m TYPICAL WALL SECTION Date By Description p 12708 Son Jose Blvd., Suite IC PROJECT NAME: Jacksonville, FL . 32223 904-292-2192 S TRANAHAN HENOVA TIONS WILLIAM, ,'.bE6 Im FL CERT. OF AUTHORIZATION NO. 8985 FL CERT.',N SHEET NO. S-3 PROJECT NO. o:ol of, o jo 'of I o: o: 8X16 BOND BEAM wl to . 0) -ffi5 CON T. TOP FILLED SOLID wl GROUT ol o"ol, 0 "o, IP 0 o 8`X--` CONC. BOND BEAM FILLED wl GROUT #5 HORIZ. BAR IN BOND BEAM z LINTEL (.3EE DETAIL) CON T. OR wl 25" MIN. LAPS S TANDARD HOOK 0 GROUT STOP lo: 70 (BEND AROUND CORNERS 25 EMBEDDED 6u INTO WHERE REO'D V) OR PROVIDE CORNER 3AR5 BOND BEAM > wl 25" MIN. LAP TO HORIZ. BARS EA . VERT. REINF . w 7, VERT BAR BEYOND 0 7. :o jo o' #5 VERT. IN GROUTED CELL AT WALL OPENINGS 2' TO 12'. 7;"" 811XIC' MASONRY ,f (2) #5 VERT. IN GROUTED CELL LIN TEL FILLED wol 7'—1 4 Jo A T WALL OPENINGS OVER 12 GROUT. & (2) #5 CON T. 0 AT BOTTOM 0 8`X8` PRECAST CONC. 0 LINTEL BLOCK . 0 USE RECESSED BLOCK 0 OVER DOORS TOP OF WINDOW Jo: OR DOOR OPENING 0) N, 0 TYPICAL BOND BEAM & LINTEL DETAIL OVER WINDOWS DOORS o : AS AN ALTERNATE USE POWERS 8X20 BOND BEAM wl STEEL LINTEL Ll — 16" wl -#5 -"oo #5 CON T. TOP FILLED SOLID wol GROUT Io L —T ,xo,"I 00 #5 VERT. IN oI co #5 VER T. IN CD GROUTED CELL GROUTED CELL A T WALL CORNERS C\d 27 0 La 4'-0" O.C . MAX. (TYP.) CQ < L-INTEL (SEE DETAIL) 7 C\,j 0 U) #5 VERT. IN GROUTED CELL 41 L.L 7 AT WALL OPENINGS 2' TO 12'. C\d Ld "7, (2) #5 VERT. IN GROUTED CELL 7 — C\J _j 1 0) LL A T WALL OPENINGS OVER 12 LQ #5 HORIZ. IN BOND BEAM CD BEND AROUND CORNER TO PROVIDE 25"MIN. LAP 00 5 DOWEL TYPICAL WALL ELEVATION AT OFENINGS T LAP wl 45 VERT7"��- 1: 25" MIN . (TYP.) Q Q) T o D DE TAIL T (CORNER DETAIL) J I SEE NO TE SHT. S-2 —T 'c r cr LC < F— u 0 T C) LLJ LLj Ld Ln IL SHEET NO. (2) 2x6 TOP PLATE—\ 11—SIMPISON SP6 La 52" O.C. ONLY NUT AND JxJxV4 PROJECT NO. WASHER (TYP.) REO','D AT OPENINGS OVER 6' SIMPSON USTA24 FILED-FORMED AS A STUD- TO-PLATE ANCHOR wl (12) 10d x I V2 " NAILS HEADER (2) 2x- TOP PLATE (TOP & BO T.) V) z L 0 L L — V) V) V2 0 THREADED 2x6 HEA0ER STUD (TYP.) > (2) REO'D FOR OPENINGS OVER 6 I-oll w ROD (TYF.) (2) 2x6 )FULL LENGTH STUDS (TYF.) _141 COUPLER PERMITTED (TYF.) ----' AbT AND 3x3.Y'14 WASHER (TYP A fal- cn < Lu __j (2) 2x6 PLATE NU T AND JxJxv4 SILL FLA TE WASHER (TYF.) Ln co c; V2 ` 0 THREADED ROD z c\j (SEE EMBEDUEN T -p c\j _�t c\j < DETAIL BELOW) c) THRU —ROD ALTERNATE < uj C\J LL e. 0 (USE IN LOCATIONS WHERE THRU-BOLT - m (Z) C\J 12 ` 0 THREADED ROD co WILL NOT PHYSICALLY FIT) 0 Z�: r\- Q) C) CQ SILL PLA TE LLJ C) §O'L�' LA TE V_ 01' QD ov ' 'o 7 ' Q:) 0'' . 0� Iv- Lij cl- EPDXY IN %8 0 HOLE OR ACRYLIC IN �Ile 0 HOLE SILL FLA TE CC ROD DE TAIL A T FOUNDA TION V2 z Lu WALL OPENING DETAIL AT 2ND 3RD LEVELS Ln (W-T yllc� Ave1Kq<__,j SHEET NO. S-5 PROJECT NO. CIVU WALL'�'. V8 x 2" FILLET WELD TO EACH SIDE OF EACH TOP FLANGE TAB 12/1 0 BO�L T, WASHER -'14 (TYP.) (TYF .) SHEAR CONNECTORS AND NU W SPA . v 24" O.C . N V) c STEEL BEAM (Wl6xJ6) z .2 STEEL BEAM (Wl6x36) C�- 4- 0 CD V) > (2) �2 x 7 w ANCHOR BOLTS FLOOR BEAM A P L V2 x4�2 x6 V4 (SEE SHOP DWGS .) SEC TION A co SIMPSON LBV416 CD V2 " O x 5V2` 1WECH. -114 1' (TYP.) ANCHOR (TYP .) '0 Ln "YU PILASTERL 8x8: (1, m- 0 (GROV T SOLID) —4� 0 < Ld 7] u LL- (0 #5 VERTICAL TS Jx3xll4" FL �2 x4112 x6ll V4 SEC TION B Lu Ln 00 cy) 00 c\j az N 0 c\j r-) < LQ C\J 0 0) c\j :D I < c\j 0 C\j C\J —j #5, DOWEL PROVIDE 25" LAP TOP OF EXIST. FLOOR CD LLJ Lr QD er CQ c c PILASTER ELEVATION COLUMN ELEVA TION L (J� L;l mi tr Ld < r- -i z a L Ld LL) --,I c LLJ 0 am Lr) OL NO SHEET NO. S-6 PROJECT NO. --------------- ------ --------------- ----- --------- ------ --------------- ........... LIN TEL (TYF.) V) c 0 7. z 4- CL 0 Q) cz:1 > -------------------------———---- 0 v .0 NEW 8' CMU WALL (TYF .) CD —————————— ———————————— P, —————————————————————————————————————————————— 0 (2) 2x1O EXIST . 8" CMU WALL (2) 2x6 HDR . 1> (TO REMAIN) H 2x12 LEDGER 7. . ........ FASTEN TO WALL wl Q_- 0 Lzj- ��ja -� ................ 6x6 POST— . .......... (2) ROWS OF V2 " x r1(2 k4r 'j . ANCHOR BOLTS O .C . 10. 6 if !1 1 NEW L 7' Q) 8` CMU WAL c� F —i Q0 (TYP .) c\1 S TL . COLUMN Ljj I---------------- --- -,q. c\j (SEE S-5) ,P LINTEL (TYP .) LINTEL (ABOVE) ---7--o v 0 0 —7 0 v 07 v 77 T W16x56 (27'-11") 8x8" CMU PILASTER III A I I I C) /r-E (SEE SHT S-5) Ln c\j 00 2xB C .J .1F .J . co c\j V) 0 2: K 241, O .C . ..... ..... ............. -------------- cm L N4 0 07 D < 0 F --------- LLJ L.L ------------ ---------- --------------------- ---------- ,0 ------------------------------------------ Cc ca LLI u __j LIN TEL ------------ xC % TIE DOWN PLAN IST FLOOR TIE DOWN PLAN GARAGE LEVEL CL— 10 Z� CC ci Lu LLJ 0 CL SHEET NO. 5-7 PROJECT NO. 7�7� 2x8 C .J .1F.J . 2x8 C .J .1F .J . Lo 24" O .C . co 24" O .C . SW-3 (2) 2x10 HD ---SW-3---- (2) 2x1O HDIR -SW-3-- T---------- F-—--—--T- ---i -------------- -------------- ------- W, s —j Isw j w 0 :Isw-, sw-,3ri U) it -------------------------- ---- T 1 > (2) 2x1O HDR . w C\j 1 isw-3 (32 mlm)i 1171---/Z- -------L------t-------L ----IE:L ---------------------------- -------- ... ........... (2) 2x1O HDR . ----------- ........ . .............. cn- xx --------....... ........... ---------- (D c\j i 4— ...........................------------------------- ----------------- ................... -------- ...... .................. ............. ------------ .......i ----------- cf) X,- w in I,L c :C� Iq ----------------------------- :LLI .................................. . it % Ljj -j- . ........... ----------- - 2x8 C ,,J ,,1F .J .::---, -------------- c\j aa 24" O .C . III i i c\j /LE ........... ....................... ......... ----------- ......... F----F ---7----T----7----7---- , Vr---------- c\j (2) ;?x6 HDR . c\j (2) 2x6 HDR . c\j Ln c\j 00 ---------------- --------------------------- ---------- 0-) 0 411 00 ------------------- \J (2) Px -lHDR -- ----------------------- c3 (2) 2x1O HDR . Sw—j XI SW-3 (2) 2x6 HDR . I I :--- —4- SIMPSON LUS28 CC) xx JOIST HANGER (TKF .) 1D < U- xx o C\j Co Cr3 I C D Lu 1�4- u Ll- C) TIE DOWN PLAN THIRD FLOOR TIE DOWN PLAN SECOND FLOOR LQ Lo LQ THRU—BOLT LOCATION THRU—BOLT LOCATION (4) SIMPSON CS20 S TAPS AT KING STUDS (4) SIMPSON CS20 S TAPS A T KING S TUDS wl (9) Bd EA . END wl (9) 8d EA . END cl- cn 11CONVENTIONAL STRAPPING" (SEE GENERAL NOTES) "CONVENTIONAL STRAPPING" (SEE GENERAL NOTES) Z-- xx Ln cn cm 71 tn 5HEEr NO. s-8 PROJECT NO, F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - -I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — 4" CONCRETE SLAB — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— —— — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- V) c 0 EXIST. STEMWALL FTG . (TYP .) V) (D /—#5 CONTINUOUS W/ 25" VIN LAP (SEE S-2 FOR DETAIL > 8 BEND AROUND CORNERS FIELD VERIFY SIZEILOCATION) w THICKENED EDGE DE TAIL NEW INTERIOR BEARING (TYP .) (SEE THIS SHEET FOR DETAIL) ---------- ------ ---- -------------- 4" CONCRETE SLAB I ------------ ------------ N it 11 .1", 81, cmu I #5 CONTINUOUS wl 25" IWIN LAP I Ll: a- C\j (GROUTED CELLS) ---,,., i: � 0 BEND AROUND CORNERS I 4� c; F_ :2 cl� 5 DOWEL V 4'-0" Of MAX. J6"x36"x12" DEEP FTG . wl 8" HOOK IN F TG. __j wl (5) # 5 E .W . ELEVA TOR SHAFT I 4_1 REFER TO DETAILS 2—#5 CONTINUOUS wl 25" MIN LAP TO BE PROVIDED AFTER 20 BEND AROUND CORNERS L------J I I I SELECTION OF VENDOR STEMWALL FOOTING DETAIL 24 x24"xlZ DEEP FTG . Ln (D co wl (3) # 5 E .W . C" co _j co — — — — — — — — — — — — — — - — — — — — — — — — — — — — — ---- U-) -rp c\j 0 STEMWALL FTG . CQ Nj (SEE THIS SHEET FOR DETAIL) . C\J ------------- Q1---------------------------------------- 0 c- m . I LL I----------------------- C) C\j [-- co [if w Q C) —NF 2x4 STUDS Q 16" O.C. C) __j THICKENED EDGE (SEE THIS SHEET FOR DETAIL) 78" DIA . x 7' UECHIANICAL ANCHOR SPA 48" O.C. U.N.O. FOUNDA TION PLAN SCHEMA TIC ONLY. REFER TO FLOOR PLAN FOR WALL LOCATIONS 2—#5 CONTINUOUS wl 25" MIN LAP Z� INTERIOR BEARING FRAMED WALL DETAIL C) LLJ 7) Ld a oq-s- Ave,