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HomeMy WebLinkAbout35555 Stella Vast Dr (2)DocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91-1 DE 39E`�5D55 DRAWING INDEX ARCHITECTURAL SHEET NO. (SHEET NAME A000 ARCHITECTURAL NOTES 1st LEVEL FLOOR PLAN ELEVATIONS WALL SECTIONS DETAI LS DETAILS DETAILS - IF APPLICABLE A110 A200 A400 A500 A501 A502 STRUCTURAL SHEET NO. SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-21D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A _ 1st LEVEL ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS A4CB CLIFTON Abbott Park, ELECTRICAL SHEET NO, SHEET NAME E100 1st LEVEL ELECTRICAL PLAN ELEVATION BS LOT 003mO2mA 4%,\ o N LA 0 PEX 0 0 WpLY \NffH PREVAILING r .c .1N©RK N �RI4�A 6>altDlt�t� CODE, oo ')ES FL' C lQt4p,L ELECTRIC BODE, o aJ TtE Old' OF OF M J ILL W td J a) Jill, 1 7 ?Q?O o R�v1 PT17-- -; U 9000 REGENCY SQUARE BLVD. CI .E <1 Q SUITE 100, JACKSONVILLE, FL 32211 o o u; W������� 01,1090N 0 Ed ji 0 U Z W (D W ry O C) O m I` z ti 0 O z Cn LIJ C!3 c/) I..L w ZLL cn z L LI JIY O � w W z Q O w > o m W W w 0 J � o W W J X ILL LL �— Z o z 0 Q lcl(� w n z Iz 0 0_ 0 W D ILMNG ODE UMRVIA �� o Abbott Park J - - - - - -- -- - --- ---- - o U TI1 F, - F A, y:,y r: ,.I - �I �:_IcAB_ `� LOT 003-02-A I ATE AND LOCAL CODES 0 ail_ R :, r ;, BU DING CODE - FUEL GAS: 2017 Q W f L S . 4 .. -J %. �\ I!'. 1 V t !l'U 1, y\ELECTRIC OJC. 2U ,4J -L QU_U �,O1Hti_I 0RIF-_i�t< F1 RUli D!N!,1 r . DE ENERGY CCiN VA 1 10N2017 O%:CU"; , vCy ,..!\S,91F j2,T'ON R` !r;-NT (;,0N . ' ��'JC?10N TYPE: VB Q fA PROJECT NO: (,J,J vV.N,�l:, '_.NE JE _ r- N PRF,,MLE� NO 2020.001721 z oDRAWN: 0 ZONING!, I_ = KG ' o PLr.:�PC � U SrRi)GTiI '�: CC e'I I� n�rj fir: ;ati �� ! F=� �!�" w T S OF CHAPTER O .F�, U p ZONING JL E C't� iNCL ,,,N-,X i L-- : HG I OF 35' w CHKD: C �i,N'Di :.:.)NFD AR E-A 18 1 63 S C!": ..;C)NEDARE A Ga age Z66 SEntry 30 SF Dana !65 SF 650D SF >< JAC c/) VOLUME a_ Q - ---r - x 1 s( Fit;0116945 r F Q (/) v t �n i ;16945 CF (A _ ..._.-.-i } V co Z 0 Z t� 0 W cr) 2 0 Q Z Z O 02-25-2020 W co U REVISIONS: Lu Q No. Description Date w U Q � U 0 U) 1 0 0 z I = Q 0 w IX 0000 a. )ocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91-1DE731+ ; `D55 Footer Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service o location. Connect to footer steel w/ (2) ground clamps S apart - 1 y°° ° ! I i UFER GROUND DETAIL N.T.S. LF 1CAL RISER DIAGRAM )P- -'L OVERHEAD EF .ME AS 150 - #1 Copper or 2/ 0 Aluminum JNC J _IND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" -'AMP VICE -- Conduit. - A/C DISCONNECT -- ME _ R� MAIN DISC #12 COPPER TO APPLIANCES AND GFI 150 OR 200 AMP TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER UNDGND SERV. BY #8 COPPER TO RANGE POWER CO. #6 COPPER TO HVAC r: #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 RICH;.. MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PR 3ION` OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT ® PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A; 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL, KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES EXTERIOR El EVATION GE-NER L NOTES GENERAL NOTES ISO INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 FRONT L=1 1N'S D; P101_ • ALL CONSTRUCTION SHALL MEET THE LATEST COLU,b1'NS A N T R I M 'rI A L I ,<E(CEIVE" ,� NI~. EDITION OF CODES ADOPTED BY THE LOCAL • ALL OVERHANG DIMENSIONS ARE TO EDGE OF FINIS SEE, E>�; , IOIti C �_`, DEPTH R I.r,IS`L�L� GOVERNING AGENCIES RAFTER. REFERENCE WALL SECTIONS/DETAILS � i BANDING FOR ALL OVERHANGS NOT DIMENSIONED. . PER FBC R302.5 NO OPENINGS FROM A PRIVATE Si10E AND I r R L-ILEVA-1ON„ BANDING ARC;LIND i BE OPTIONAL PEER ARE PERMITTED DIRECTLY INTO SLEEPING • ALL UNDERLAYMENT MUST BE INSTALLED IN WINDOWS AND DOORS MAY COMMUNITY,PE SE JIv1Iv1!NiTY. AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, COMPLIANCE WITH FBC R501.1.1 SPL-CIc1CA Ir ,N;S ORCON SLILT THE ! INSULATED S EEL OR 20 MEN, FIRE RATED DOORS COl a Tnlx vN MANAGER AL BANDING :!_L_ ESS THAN 1-315 INCHES THICKNESS, EQUIPPED NOTLESS • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT RE CE,`,'E A, AND FINISH `WITH A SELF ",LOSING DE::VICE..AI__L DUCTS IN THE OUT IN ROOF SHEATHING PER MFR WRITTEN GARAGE OR PENETRATING THE `MALL OR CEILING INSTRUCTIONS • Plu0k NG SL=E COIMMUNITY �� �iti1 t1 r 1 - It ti,F=1 I c ROOF VENT CALCULATION SPEF IF CA I DINS OR CONSULT THE Ct?N RUB ' �N LF/�NAvc R Sit S i RUC .IF<AL S iL�TS O,,u.H !I!?NC i' I` iIIS?E^trtl c' 0 FI-ASI ;;i °l: BE I NS" i ALLIED AT'.:VA;LL AIN R'�30 iN T W ;_:C' `.:114,`�<. Di.:_, \ h+ND'4'VALL II`T�r.Jt.0 t :��:V�, AT G ., i rERS L'.' ALA CFALAi 3ES IN RIDOF ti)i-OP Ott D R� C T'._:`l. AND AROU 1 ?R >0F OPEI , CGS S i-IAL _ BE IN i f,',_.OrF' 7AiN E %vNIT`t? F BC, r``- ' U✓ 8 I \Afi LL H E 1 :: rf ..; i ', I.7iFY A',+_L u�'1=�I'i 1 N G'�Ib�A LL ! H-- �.- , J r N Tn <' 1 AyeI} rS i* I1..7I �� ,} J V I I I I I V i'lL f ]~ L"J i L!'i � 7 U 1 < TH PER , '� _ y70,3 7.1 L I H AND L A;rH r^ TAB �f�: a � �AI_L Est `✓?- 1 i%R'�C t.t,Jl� CL. i7t tA'f`�! ,.�s1 i C. �(1A1 L�� r"rr'%':i.I�E-. r�i , ' -� � __ HALL BE -;_PARA,. , ,,,_� _�A 6C'EAPNL,'D. 1_ G CONSTRUCTED OF MIN 26 GA. SHEET NiETAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PLR FBC i ABLE R 302.6 GARAGE: SHALL BE FROM RESIDENCE AND IT'S ATTIC W/ N,1iN. 112 GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R70 .3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE VVI MIN 5/8" TYPE "X" GYP BOAF,'D, '','''"HERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED VV/ MIN 1/2" GYP BOARD • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USEABLE SPACE BOTH ABOVE FORMULA: N,E_ IAL JR J JJ ,N AHH LA1Il N11-\LL FEE Al TA E� 'Aill- ri 1 li ' I"CH LONG (38 t4rlv')1 Gr G AND BELOW THc CONCEALED SPACE OF A , vr\i'_v 1 IAu N' A 7f'15 INCH (11 'i MM) HEAD, OF, FLOOR/CEILING ASSEMBLY DRAFT STOPS SHALL BE 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES 7 8-INCHLC > G (22.2 Il7ii' ) 15. GAGE STAPLE` INSTALLED SO THAT THE AREA OF THE CONCEALED OF CEILING SPACED N07 MORE THAN 6 INCHES (152 I'VIN11) OR SPACE DOES NOT EXCEED 1,000 SQUARE FEET. *144 SQ. IN. = 1 SQ. FT. AS OTHERV1,11SE APPROVED DRAFT STOPPING SHALL DIVIDE THE CONCEALED BLDG. CEILING (SF) x 144 =BLDG (SQ. IN.) SPACE INTO APPROXIMATELY EQUAL AREAS AND BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED • PILASTER PER R703.7.2, PLASTERING WITH INSTALLED PER FBC R302.12 & R302.12.1 SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% PORTLAND CEMENT MENT PLASTER SHALL BE NOT LESS AT LOW. AL_ THAW T HR,�E :'OATS 'V'VHERE APPLIED OVER METAL ATI OR VJk R E LA TI H AND SHALL BE NOT,_'. SS 'I • PER FBC R-312,1 PORCHES, BALCONIES OR RAISED PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THHAN TWO , C;IA.TS V' HERE APPLIED OVER FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THAN 50% OF VENTILATION MUST BE PROVIDED BY MASONRY. CONCRETE, PRESSURE -PRESERVATIVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW T'=;Er' FD v'1fJ _D OR DE �.;-RESiSTAh I V'J,.) )D AS ti 1 NOT LESS THAN 36" .N HEIGHT. PER FBC R-312.1.2 THE RIDGE OR HIGHEST POINT OF THE SPACE SPEC!' E IN SEC ION R t 1 OR GYPSIUTA" - OPEN SIDES OF STAIRS t�"',KITH A TOTAL RISE OF �' I~ACK N �. ; ,_ , L_ASTER .SJRr;�CE � C �1PL,_: T __'; y�V R.FD 3 !EhEER vR C:; 'H:-:R I'11ORE THAN 30' ABOVE FINISHED FLOOR OR GRADE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) P 1C' , fi;.;I -, rtiit. I= <.7;r=I-= rELy SHALL HAVE GUARDS NOT LESS THAN 34" IN HE CON E L _, STEI? A „F'L?C.A, '1I0 ': ,",EE '' P MEASURED VERTiCA:;_LY FROM THE NOSING OF THE (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) ONLY T'4NC OATS,I r�'�V'IDED THE .IC "I AL !`READS PER LINEAL FT q , H1 KNEESSS S 4 SE 1 �OR r 't - r r t r- 1 t " ( t 1. v. TK 13N i SIN tiu l�D � S `S' • PER FEst= R-3!21J REQUIRED GUARDS ON OPEN (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED UiN C,k L;L!>'�R! A.F S t EM, EX *-"I;'l; < 'i SIDES OF STAIRWAYS, RAISED FLOOR AREAS, W/ 9.19 SQ IN (NFVA) PER LINEAL FT PLAS I E�`r""R •HALL BE APPLIED i 0 COVERNOT EXTEND F,,I_010/, LATH, PAPER. AND S_ PE°. 'f 1 T HE BALCONIES ,AND PORCHES SHALL HAVE CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL PROPORTION OF AGGREGATE `O CE, IEN , 10US IN i ERMIEDIA T E RAILS OR ORNAMENTAL CLOSURES NOT INCLUDE NON -VENTED FIRE RATED SOFFIT ABLE MATE" IAL`- S;',>:LL B' ,AS SET FORTH INTABLE L•VHICH DO NOT AI_LOVV PASSAGE OF A SPHERE 4" LOCATED LESS THAN 5' FROM PROPERTY LINE 70',3) OR MORE_ IN DIAMETER v b° IE[ '"SC1'` A �lji ii J IVl �.� 7 i GLAZING tl i WALLS, PER FBC r 303 4.5 GLAZING IN ENCLOSURES Iv°t ) ;i IU ,z 1 r� J�v(�' E S GAGE). r OAR; „4 :E�> _ ANT , L- D CI- OR FENCES CONTAINING OR FACING HOT TUBS, j ''._AST C,!7ED >c M1NIMUtrs SPA::, ;AIHIRLPOOLS, SAUNAS, STEAM ROOMS, VE_R T 1 G, ,^L 'r . Hi E_N A N G I-- 3IiNCH E S BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR ,80 ,tiI dh ill - F_ B E r -'.OVIDIE:_) p, I _ " _- "0.. ,E S"VVIMMING POOLS WHERE THE BOTTOM EXPOSED F ��� r Ti " I * ' ' L vTE r EDGE OF THE GLAZING IS LESS THAN 60 INCHES 01A �OR n C:E ' (nq r 1� MEASURED VERTICALLY ABOVE ANY STANDING OR , n l c ;< S iC 1_ U° ELNi,LESS- ;, WALKING SURFACE, SHALL BE CONSIDERED A 4 1NCr _.S ,.2 �J1Le11 ABOVE E rAP, 7 Or. 2 ( It 1,5 - P ��, HAZARDOUS LOCATION. G.C. TO VERIFY IF - -- ----- -- TYPE l ' L A J'„u` ,yPPf D Div I R , v^MEO`� NE.R SELECTS ANY OF THESE ITEMS D R A TO ' I F X F R 1C-)R, 0 J 1E BIJ11 DI[ 4 G° HE LISTED. IF ANY OF THESE ITEMS LISTED IS ^11-r r ' ` y i- Few'-` __ S`4AI I ' ',`' F HI E INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS r.�,T� C t� NFL«t�� THE EXTERIOR a; �a SHALL BE TEMPERED TO - �' S rl T f ti .T r r CH Mr" I T E N THE taT,, f ._P. :• E t_P S' R ED _ACvf • PER FBC R312.2, PROVIDE WINDOW FALL -t . Rrtii �EA,r'R;R S ..R R 03 , PROTECTION IN ACCORDANCE WITH R312.2.1 AND "T�. e_ z RU_ 1 I� L 1bAR i -R , ,SHALL BE I".,`.� :ril_GI�`D R312.2.2 REQU; t , It SECTION ,ON R103 2 AND "AtH RE APPi Ir LJ ()VE vVOOD BASED SHEATHING, SHALL GAS OPT. PER COMMUN{T`r'. VERIFY'WITH BLDR LUr = A ✓'A, : f LR-RESISTIVE VAPOR -PERMEABLE BAE'ER ItNtl A PERFORMANICE AT LEAST ,i ^_'= 1l s1,I E�.. � iVUC L.A�'FRS )F C A� e U APER, • C-J. = RECOMMENDED 110ASONRY CONTROL JOINT N� LAYER , AI' RE INS IA LE LOCATION iIN ��.i'�L. �i I-i �_, , � i_,? SU�� T 'v ,T EACH L, �. IE PR u _J a RA I ECONTINUOUS ,( L Iti, AND 'i . ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW f NY - Ii-'iNSTI L.' ED 3iN LV'Ti , AND DOOR FLASHING, TAPING AND SEALANTS TO BE ;��C' ON R 0 4 'NTEND D I0 DRAIN -0 I iE TE„-IK _, I I`vjE cARR1I: IS DII ECT� 1 I!'€STAL�cD PER BUILDER PROVIDED BETWEEN THE !_AVERS SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS ALL FINISH DETAILS &'T1`PiCAL PLAN NOTES PROVIDEDBYBUILDER IN ACCORDANCE WITH TYPICAL i UILD'ER SPECIFICATIONS • REFER T O STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND I �PAf'Ihil� E O O O Ar O Apt:^ CR CD M N i� J �0 � LL w J J a)true design studios Z O a 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 CS o O r i W H 11HORION", A 16 I wwl I P ;1,61 Q Z w w O CD O rn u7LO d' Q 0 U) Z VJ W W Uj LJ_ w Z_ LL U) Z w J O U) m LU w w Z Q LU 0 w w w 2 O w w J X LL LL r Z O Z w ww D_ Z o IZ U w Abbott Park Q O U _j 00 Q LOT 003-02-A 0 c3 Q Z 0 } U) OPROJECT NO: w J 2020.001721 O U- DRAWN: U KG CHKD: JAC LC? X w w 0- J Q � Q m Z w Z S Q O 1 w 5 Q U Z U) d�d p 02-25-2020 Q � w U REVISIONS: w IL _ Q No. Description Date w U) J Q >- U 0 c� O O O Z 2 0 U W H X AOOO W n Q DocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91-1DE739F95D55 V) Ln w = N O N ' O C-) W N VERIFY AC COND c LOCATION W/ SURVEY FF,-n,- - - - r 26'-0" 1 V-4" 18'-8" — — - 01 1'4" T-8" 12'-2" * 11'-2" &4' 5'-8" 18'-8" VERIFY AC COND I I I I I I LOCATION W/ SURVEY _ J HB 3052 SH 3052 SH 2-3052 SH EGRESS 8' - 0" H.H. 8' - 0" H.H. 8' - 0" H.H. --------------- 2111111111 1' 1 -.-.__...-_ ...___ I i i I i ---- ---"---------....._-- 180 _-_. - - = 1 co I I_ 0 0 0 o BEDRO O M 3 o r BEDRO O M 2 I I N o0 0 9'-4" CLG _ 101 BA �]L 2 II I' I I = zo 9'-4" CLG 8�„---f _- I I GREATROOM 9'-4" CLG 0 /-- 4--61/2 - ___. HOUTDOORUVING DINING ROOM 1 21068 9'-4" CLG a 9'-4" CLG a� 21068 i'� 9'-4" CLG �'� \ I i 3 SHS - o 00 2-2b6\=M7=71:1 _ - (D - 00 Cl) rt N O- N O �' N _ &1R - 1S&1R - m � c� iv 00 o 2068 ------1S&1R � 1 105 ePI-1ao 4'-4" N -6'-0" 2 FOYER ENTRY (WRAP) M n 9 -4 CLG O " 9 -4 CLG i 'S'I I 1 I i 10'-0" 7'-5" 6'-5" 2'-1011 3'-0" 8" 17'-4" - N 3'-4" LJ 5'-0�' 1 I t -- - - N I l 1011 I 108 105 - � I — �18J1 - 1S&1R - - ..0 - - _ - - 000 - -- I ;- I I� N- � --- �o - 146 147 101j - 0O Co v 2'-9" N 3-9" N-- - - --- - --�- i - - i ICLG 1301 142 2 -8 V 2 -4 0 CD J O o 9 4 o0 CD = �KM HENN `n pp i-i I \'1 ]LAUNDRY 00 `D 9'-4" CLG m o r--� Z21068 9'-4" CLG a� N 2868 I I 105� -- -- 114 -- -- -- PANTY Ln - LOUVE 6 D ��� i T LO = N `r 0 9 -4 CLG IL�I I MECH N j 21068 --� -~ oo _ 140 - 0 -- 3 SHS �- - -� -Co' 9'-4" CLG I I GARAGE N 9'-4" CLG 3 SHS I I------ 1S&1R -�- -- --- o D 0 w 2068 I 6-01/2" 8'-0" 3'-10" \\3'-6" 8'-2" T-6" 2'-4" 20'-0" _\ BAT[ OWNER'S SUITE 9'-4" CLG 00 Oco 60 �' N NCZ o WIC ri 9'-4" CLG I i 101 106 20 125 I o, C 127 - - - 11610 _..... ...... ---... I i -- I v x = I� 9 CLG -I 120 1S&1R I - I -- I4' .....__ _ ------ t 3010 FX TEMP 8' - 0" H.H. HB 2, (WR P) 27'-0" 33'-0" 1 T-10" 64" 64" T-6" 23'-0" i 1'4" j 1'4' ; 2'4" 60'-0" 65-0" s t 1"EL FID OR PIA N = 1 WHEN PRINTED ON 22"x34" I C"� FLOOR PLAN KEY DOTES � 0 t3 LiEE :SHEET AO00 FOR GENERAL NOTES) O (N A 0 `30 PP OViLE FURRING AS NEEDED I (NPEX 0 ?S1 2x6 WALL N 0 1 "2 - DOUBLE WALL (2-2x4 U.N.O.) OR a) '103 - 42" HIGH HALF WALL WITH CAP O - DOOR HEIGHT DIFFERS 0") (RE: C,OMMUNITY/BLDR SPECS) M (}, - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) cV 106 - INTERIOR ARCHED HEADER (from T-4" to 8') co (SEE PLANS FOR'AliDTH) J 07 SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER LL CONTROLS POSITIONED BELOW NICHE w 08 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW J t d ;09 - 36" HIGH HANDRAIL true design studios 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE Z -OR- 20 MIN FIRE RATED ' 11 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RAl`ED U 9000 REGENCY SQUARE BLVD. 1 12 - INTERIOR FLAT HEADER at 8-8"' U.N.O. Q SUITE 100, JACKSONVILLE, FL 32211 (SEE PLANS FOR `4ODTH) o CD 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED W � Amw%�� 122 - VIKRELL BASE SHOWER - SIZE AS NOTED I- Cn 123 - TUB R.O. S-0 4" � 049 � � HOMN � 1-1-4 - GARDEN TUB - SIZE AS NOTED ry 5 - TEMPERED GLASS SHO'OJER ENCLOSURE 1_:6 - 1 cis".PERED GLASS SHOWE R ENCLOSURE ' t "f Ni ON 42" H 112 WAL1_ W SLP OP m a�'� 644 � ���� �a cr"��� �x tv SHOWER SEAT AT 18'x18"x20" W '1' 8 - SHOWER BENCH ry 129 - LAUNDRY SINK Q if 2)- `��ivK C� 140 -C)VERHEAD CABINET U) ''. 1 - fRE:f RIGERATO;R - OPTIONAL_ C) >� U r. _ Ij!SHbVASHER Z 143 - RANGE WITH MICRO HOOD W 144 - COOKTOP W 4 - DOUBL E OVEN 146 - WASHER - OPTIONAL p 147 - DERYER- OPTIONAL O O rn 1.0 - 1NST ALL MECH PROTECTION PER CODE !61 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY LO 1?2 - LOUVERED DOOR ti ,63 METAL A/C STAND b 0 64 - BOLLARD AS REQ. PER BUILDING CODE Z vJ W 180 - EXTERIOR HEADER w n/ (RE. ELEVATION) Z ��_� L.L 181_ SYNTHETIC STONE VENEER 7 w m IY W W Z Q O O < Z W � W 0� V W� O �• LLJ x J _ ILL � T— Z O O Q C) C Z O LL W Abbott Park Q O I U U) Q LOT 003-02-A o z PROJECT NO: I-J,j O p j 2020.001721 DRAWN: o U KG W o w CHKD: LO JAC a � U Q U) 7) W m Z_ W Q Z O w U) Q Z_ Z U) Q 0 02-25-2020 p W U REVISIONS: w U_ 2 Q No. Description Date ~ C� U) O O z O 2 r) U W X Al 10 W )ocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91-1DE739E95D55 1st LEVEL BRG (TOB) --------- --- - 1st LEVEL FFE RIG HT EtEV A - 114 o 1/8" = V-0" WHEN PRINTED ON .:% N L 5:1-2 N T. ui - i RO0FPIAN 1/8" = V-0" WHEN PRINTED ON 'x R JGF VENTILATION Area HIGH 2465 SF 592 BUILDING_ HEIGHT AFF ----- T ENTRY HEEL 4" P60, � i 1st LEVEL BRG (TOB) = 4,---------- --- - 6"!260 1st LEVEL FFE V0_0il RIDGE �y . .... _ ��Q CIF LO 5:12_ RIDGE N — 5:12 ti% VENT I VENT PROP LINEAL! PROP # RATIO HIGH FT LOW 5 115 575 140 1286.6 FM N T El FNACION 1/4'' = V-0" WHI , P 22"x34" 3068 w/ 3010 TRANSOM ABV 8" (TYP at GABLE END) ELEVATION KEY NOTES (,SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF ":01 S H!NGLE ROOF 202 TAMKO OFF RIDGE VENT 203 - L OMANCO ROOF VENT 204 - MiLLENNIUM ROOF VENT 12 5 220 FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE '� -----_.- �.-- MASONRY SIALL BE 1/2" THICK TEXTURED PER `,OikAMUNIT`( SPECIFICATIONS �. EE GENERAL NOTES A000 FOR SPECIFICATIONS 1st LEVEL BRG (TOB�- •I st LEVEL ERA; JOB) 222 CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS -- _ - - - - - ---- _- _-- - --- _ - � �_ I R,, , SHALL BE 71'� (3 COAT) TEXTURED PER COMMUNITY .. _ t •.'' .: irICATIONS SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATI ;, OVER HOUSE WRAP OVER EXTERIOR - - - fi SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE C= n FURRED OUT FROM BACKING FROM AN APPROVE - _ 4 P rn n s� ,CIE I"HOD l,v A..••��...E7ANCE J`ll . H FBG R703.7 SEE GENERAL NGTES A000 FOR SPECIFICATIONS 1st LEVEL FFE ""- �' 1 LEVEL S. L� L FFE > - T , N P _�3 FIBER CEMENT LA SIDING 0' 0" 0' 0° ?2.4 - Ir3ER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING ��[ I, r.r l 1'�Ll'�V A �O N 226 - `NONE L D STONE VENEER %27 - STONE LEDGE 228 - BRICK VENEER 1/8" = V-0" WHEN PRINTED ON 22"x34" 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN )9 - 7"x TRIM - SIZE AS NOTED v3C - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. 261 - C' J BAND - SIZE AS NOTED - 2" PROD U. N.O. 262 - 1"x TRIM - SIZE AS NOTED Z163 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 2 66 - 4" DECORATIVE DRAIN TILES 2.67 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. - TO BE 6'-0" A.F.F. U.N.O. OF LIGHT 12 5 �-1 st LEVEL BRG (TOB) �gl - 4---------- ---- - - =_❑❑___ I• ❑❑ �0 J 1 st LEVEL FFE - o--------- HEIGHT (AB—V-GRADE)_-BUILDING HEI-GHT_(AFFjt,_ REAREl" A11ON 1/8" = V-0" WHEN PRINTED ON 22"x34" 22-01—� 1st LEVEL BRG JOB) -- 1 st LEVEL FR: y 0,=- 0 EF CD 0 N 0 APEX N Cam) 0 4 CD � tLS N co Jta w W J tdb �i _j true design studios a) z 0 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 _0 o -a o LU RHOMON� era ; low A 1 a3 o W SO Q C� U) U z W w O 0 0 rn ti zd ti O ® U) z () w U) w m z U z w 00 J O Of W Z Q O m W C Lu w w 0 J w w i x ILL L r r O 0 0 O I- m z 0 LL 0- Abbott Park J 0 U _j U) U_ LOT 003-02-A 0 Q — w U Q _z z co O PROJECT NO: w j 2020.001721 z DRAWN: O v KG o w CHKD: U-) JAC cf) x - w w C J Q Q x Q U) U) m z 0 W Q Z 0 0 W C/) Q z z to Q 0 02-25-2020 w REVISIONS: w U_ :E Q No. Description Date U) J O � O O z z 2 O 0 0 w I- x w A200 w Q )ocu5gn Envelope ID: 76BB34D9-6D70-48D7-9A91-1DE739F.5D55 . LCJ LD m VEkl[Y AC COND LOCATION .v/ SURVEY P. AFI , / tic a iel . AFI-- _ i' a a AFI AFI AFI W FI >I.... \ F i. I�1 71, I LD 1 1 AFI, - GFI GF.I..... co _.. SVC I ; ...._.......�.. CLG GF I... I ......... SW IN ATTIC __..... .... I . - SEC .�,.�.•_....._ , 3 I ^^��•• I L 1 , 1 PH AFI VP .} ..... -' ELEC PANEL ... . tRR GFI R, ....... 1st 1WEL ELEC UUC A L P1A N 1/4" = V-0" WHEN PRINTED ON 22"04" 5 I ` ,'4� ^LE SVJITCIiD DOOR BELL BUTTON 13 'sVAY SWITCH I , ' DOOR BELL CHIME I 3 ,IME i ( GARAGE DOOR ' r T !BUTTON - -- I GARAGE DOOR i D l i v R SWITCH ;OPENER 22_2 1, V0L T OUTLET I GFCI DUPLEX OUTLET GFI s DUPLEX. OUTLET j �cllG CEILING OUTLET f - - - - -a- - L:---- --- �y I 'FLOOR F C1 DUPLEX OU T LE OUTLET (, F_R I i d "J Cr DETECTOR JUNCTION BOX r�MONOXIDE- i -- C CARBON MONOXIDE & ' I TI CT0R 1--�� II SMOKE DETECTOR `E.,.._i=`+rISION OUTLET I I NETWORK OUTLET SERVICE PANEL I TELEPHONE OUTLET PANEI; PH >_ R _ E ,V 6TER ! (�7 GARBAGE DISPOSAL i'�i j �} �1/ALL MOUNT LIGHT I SINGLE SCONCE LIGHT i DOUBLE SCONCE � STRIP . l �,,,- LIGHT . I STAIR LIGHT BA1_I FAN & LIGHT I MHO VENT TO EX i BATH FAN - VENT T TO EXT - . C.L(DSET CASTER -- - — I MEMUNDER - 1 - --- - - -- -- -- CABINET LIGHT Li HT ' l ' - PULL CHAIN LIGHT I K i KEYLESS LIGHT } 1 FLUSH MOUNT LIGHT I- I HANGING LIGHT I 1 HANGING 1 j HANGING PENDANT - -�- ----1 MINIATURE PUCK - sDT �'GH' `'MINI LIGHT i - --- LED FLUSH SH MOUNT I --- I RECESSED EYEBALL DISC LIGHT_ P j LIGHT -= I FLUORESCENT LIGHT FLUORESCENT LIGHT 'r�EC T ANGL;LAR IFR I ROUND CEILING FAN / PRE -WIRE FOR CLG FAN ROUGH -IN `Y � PRE -WIRE FOR "/ I ; LIGHTED I �" CLG FAN w/ p CEILING FAN i , '41 k LIGHT I ROUGH -IN o rn � .J LL �* W tdb J J i_� � Z O U U 9000 REGENCY SQUARE BLVD. Q SUITE 100, ,JACKSONVILLE, FL 32211 �y 0 o O Wlk IMMMOMON sta W ar `` U� Z W W IY 0 0 0 rn ti z ti O p U) Z W W � m � Z_ U) z W m J U) w W V z z QO W m > o LLJ w LLJ V w O W J %� ILLL O OZ Q 0 W Z O � Q Abbott Park J O U Q LOT 003-02-A 0 W H- Z � U) O PROJECT NO: W JO 2020.001721 LIL z DRAWN: O U KG o W 0 CHKD: JAC �. J Q � CO m Z 0 W Z 5 0 O w co 2 O ''Z Z V/ Q _O 02-25-2020 0 W U REVISIONS: LU U- _ Q No. Description Date LU (D U) O O O Z z O U 0 W E— X W El 00 a Q - — - — — - I ,-.��If ITTIf`-T1�-Cil:. i;IK ii o.;iDtI�IGi�il'iV.lAlill—lilc�l�iF�le��i, �T� w JocuSign Envelope ID. 76BB34D9-6D70-48D7-9A91-1DE739E95D55 DESIGN CRITERIA AND LOAD. Building Code Florida Building and Residential Codes 6tr, E - tlon (2017) Code for Design Loads ANSI/ASCE 7 ROOF LOADING' ............................... TOP CHORD LIVE LOAD .................. TOP CHORD DEAD LOAD .... ........ ... BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE ATTICS WITHOUT STORAGE........ BOTTOM CHORD DEAD LOAD ... .... Cd = 1 25 20 PSF 7 PSF T ILi P 20 PSF (PE C 10 PSF (NOWCONt RE 5 PSF WIND LOADING...... .. .. .- .. _.. Cd 1 60 ASCE 7-10, 3S GUST... .... ........ 139 MPH BASIC WIND SPEED EXPOSURE CATEGORY .................. C BUILDING CATEGORY.. .. ....... -_... 11 ENCLOSURE CLASSIFICATION _ ENCLOSEL INTERNAL PRESSURE COEFF_ _ . __ 0 18 C&C DESIGN PRESSURES.......... ;SEE TABLE FLOOR LOADING......... ....... ... Cd = 1 00 TOP CHORD LIVE LOAD ......... ...... 40 PSF TOP CHORD DEAD LOAD........... .._ 10 PSF BOTTOM CHORD LIVE LOAD.... ....... 0 PSF BOTTOM CHORD DEAD LOAD.. . __.. 5 PSF SPECIAL FLOOR (GAME ROOM) LOADING TOP CHORD LIVE LOAD ......................... TOP CHORD DEAD LOAD ............ ..... BOTTOM CHORD LIVE LOAD..... .._... BOTTOM CHORD DEAD LOAD... ........ MAXIMUM FLOOR TRUSS SPACING........ Cd = 1_00 60 PSF 10 PSF 0 PSF 5 PSF 16" 0 C DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................. TL / 180 TL MAX 1'-- L L / 480 TL 36 / -- OPEN WEB FLOOR TRUSSES.. LL / 4r' TL/240 WOOD I JOISTS .................... TL MAX '/ LL / 360 BEAMS' ................................... ... _ TL / 2,10 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTINr- EXTERIOI ABOVE SHALL NOT EXCEED 3/4" DEFLEC- ION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSUF,.- WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - interior Zone (psfj :I EZ - End -' 0 - 20 ft2 +28.54 -30.96 li +28 54 _ 21 - 50 ft2 +27.17 -29 5u +27 17 51 - 100 ft2 +25.52 -27.94 +25 52 101 - 200 ft2 +24.25 -26 6 +24,25 VINYL SOFFIT MAX PRESSURE (psf) +28.6 GARAGE DOOR PRESSURE +21.7 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301.2 :7) 1STFIOOR P 38 ;5 2 �9 38 24 4.0 F (TYP) END: DE SIC JA DIAMETER LENGTH 8d COMMON 0.131" 2-'/z' 8d RINGSHANK 0.113" 2-%" 1Od x 1-'/2" 0.148" 1-'/2' 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4' 16d SINKER 0.148" 3-'/4" 16d COMMON 0.162" 3-'/z" TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NIf )TFQ 4 d. p O STUCCO AND DIRECTLY MIN 1%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (�/16" 24/16 ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ Q c (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w=� v U Oz ALL OTHER VENEER MIN �/6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL J (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y (� TILE ROOF MIN 1%2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION C) z (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND = w 8" O.C. IN THE FIELD o Q O O w z SHINGLE AND METAL ROOF MIN �/6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 = `� (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. : FLOOR DECK SHEATHING 23/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE I (NOTE 5) FIELD. MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD OR MIN %" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 %" COOLER NAIL OR NO.6 x 11/4" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1 FOR SHEATHING THICKNESS GREATER THAN 1V32" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2, COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4, ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5 FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1V32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE 7/6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7 1V32' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS, SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1V32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9, MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS iN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL STAINLESS CONNECTORS AND SODIUM BORATE (NOTE 1) FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCC) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4 THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1 CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2 CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3 ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4 ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5 FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE'/2" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6 MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. o CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. L{ STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10 TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 4 TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 5 I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. 0 TABLE 7: METAL CONNECTOR SCHEDULE C, o NOTES 2, 3, 4 )� ''-:� #-- y �a-; 0 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL~ OR _ ITHR OPTION PROVIDED IS AN EQUAL o A!_ F 1 I7 T;,, r. - t L ;PPL ICATION SHOWN O 0 ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE _� Ni UNLEa0, �, 0HER'V,`!SE ON PLAN OR DETAIL 04 0 R L.NGIh+r ER, : r RE( OR`7 SIMPSON PEX SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON FASTENERS USP USP FASTENERS v1+' EACH A,'= nj ,\ - j (8)%4 X 1 ''/z" SIDS SCREWS (8)%" x 1'/2' WS15-GC i TSB JRIE�JTEi : S'fRA.ND BOARD 00 (D WOOD SCREWS IN STUD 9 10d COMMON (,9) 10d � I 4^dSP WOOD STRUCIFURAL PANEL DTT2Z IN STUD /z' Q X 4 /z" DTB-TZ CS18 O CS20 SYP SO -3 LIERi } YELLOVJ PINE /z O x 4/z EMBED EPDXY EACH END COMMON (NOTE 2) EMBED EPDXY OR SPF SP�;UI E- 'iiv ='UF , Cf5 SCREW ANCHOR OR SCREW ANCHOR EACH END � ON-i CONTINUOUS T_ (18)0.162"x2'/z"IN (18)0.162"x2'/z"IN -,� JC ON CENTER N HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 Yz" (7) 10d x 1 ',/z" I L;=,I, 1.55E TIMBERS RAND LSL ENGINEERED LUMBER, 1 '/e" WIDE, UNO. (V (NOTE 2) 48" 0 x 6" EMBED ANCHOR HTT45 �8:, O x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END 3 'i" V 1D, / i SL REAtv1S ARE EQU!\/ALERT TO 2-PLY 1 3/a" BEAM) M IN CONCRETE IN CONCRETE i L.VL. 2.0E vil"R-!.L JNI LVL ENNErRED LUMBER, 1 -'/<" ,VIDE _ ' PSL 2.0E PA,RRr,LI_AM PSL EN(=:iNEE �R:_D LUMBER, 3 'iz" WIDE, UNO. � (26) 0.162" x 2 /z" IN (26) 0.162" x 2 /z" IN HTT5 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (9) 10d COMMON (9) 10d COMMON SYS -12 PROP1ERLY F ED OPEi'�? 01EB HEADER w (NOTE 2) �8" O x 6" EMBED ANCHOR HTT45 r§8:, 0 x 6" EMBED ANCHOR MSTA24 t S EACH END MSTA24 EACH END i J IN CONCRETE IN CONCRETE IN i"i_r IUP ! C IF' 7)"'D s RWG '+/ALL, SPECIFICAT°ONS �•� t t t °s (20)'%" x 3" SIDS SCREWS i ; OU-Li }c �_ N ti P,C.,1 NALL SECTIONS, DETAIL SHSE"TS z IN STUD GROUP (24) 3" WS IN STUD (13) 10d COMMON (13 10d COMMON O HDQ8-SDS3 PHD8 GROUP /8 Q1 x 12 EMBED MSTA36 MSTA36 ) r'T ; I IC RS REQUIRED. a U 1 7/8" O x 12" EMBED EACH END EACH END NO UPLIFT ANCHORS t R�QUIKE�. 4iii\1+,1JN, C%} ANCHOR IN CONCRETE ANCHOR IN CONCRETE f r , r l j sxx � `-n BOT I �. «i t ANCri �� ,.AGE IS %z" ANCHOR (&; 8'-0" O.C. (UNO ON FRAMING PLAN OR 9000 REGENCY SQUARE BLVD. (7) 10d COMMON IN (7) 10d COMMON IN ; \'u S 'L ` !F!'" "-)ri I' Q SUITE 100, JACKSONVILLE, FL 32211 (7) 10d x 1 '/2' IN TRUSS (7) 10d x 1 1/2" IN TRUSS WOOD FRAMING WOOD FRAMING i �� 0 META12 4" WET EMBED IN HTA16-18 4' WET EMBED IN MSTAM36 MSTAM36 \\ ��\ �� STRUC I t;L� ,.. O.7D BFAi�/) GROUTED BLOCK WALL GROUTED BLOCK WALL (4) %" x 2 ''/4' TITEN (5) ''/4' x 2 '%" TAPCON IN a O SCREWS IN MASONRY MASONRY (11) 1 Od x I %" IN (11)10dx1'/,"IN l (8) 10d x 1 / IN TRUSS (9) 10d x 1 /z IN TRUSS �, , �• _ W������o������e���� TRUSS/RAFTER TRUSS/RAFTER TER ----.____._.---___-- _-. __-- ^vUr,(L, 5-jG0 ONINEC ING LO: PLATE TO STUDS. META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 HTW20 I ' GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 '/2' IN (11) 10d x 1 %z' IN M1 ❑ STUD STUD Pel;r�1E3ER Gt" S BELO't-1! BE,`aAi?GIRDER TRUSS. STUDS DeRHOMON' '5 i 12 10d x 1 '/z" IN S 10d x 1'/z" 1N i __ rC f J..+Ct, `:'�, ,_;_ FRAMING SIZE AND GRACE, UNO. � ( ) O (2 ,lTt i15 u i ❑ s� ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER I - - �, , + _, y_ T ,Aj z a� $A dr PAU44 HTSM20 HTWM20 _-__---I ADD, ,_.J,-,._. I'AR,; i FOR TI.!_ LIDCA:ION 0: THE STUD COLUMN o � a �; s (NOTE 6) 4g" f0 x 7" EMBED EPDXY 4g" 0 x 7" EMBED EPDXY (12) 10d x 1 '/z" IN (4) /4 x 3" WEDGE BOLT � j 1 � x I � �` � � a�� v \� a � � � a� OR EQUIVALENT IN STUD 2 NC! iOR J \�`° ar �� �� STUD --L -( -I CONNECTION m 1o°c°U 0 12 16d COMMON NAILS 12_ 16d COMMON NAILS ' ' F � r ,� a' _ ne ,�. vi'I.1 ( ) ( ) (5) 8d x 1 /z" IN (5) 8d x 1 /" IN � -- -�-- F�'D �"TuIJ � . vim:w ABU66 48" O x 7" EMBED EPDXY 48" 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS i 1 ST LEVEL ,IUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 0' PAU66 i c S- , , r - (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1 /z" IN RT7AT (5) 8d x 1 h" IN 2ND LEV_.L J'v CO_UIYIN. STRAPPING REQUIRED FROM 2ND LEVEL Q :z DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE I COLUMN _;_(7) +ST- L.E`,/i-L ;TUDSIi-iE.ADERiBEAM. ❑ HU48, HD48, (5) 10d x 1'/z" IN (5) 10d x 1'%z" IN j °ANCF!OR° 1tL=CiURES I C;TTC�:1 PLATE ANCHOR V4iTHiN 3" OF STUD COLUMN (14) 16d COMMON IN (14) 16d COMMON IN Cn HUC48, HD481F, TRUSS TRUSS I------ -- -- NUMBER OF SD'dA`C15450 CCNNECTING STUDS TO BOTTOM PLATE HEADER HEADER H8 RT8A i HU28-2, HD28-2, (6) 10d COMMON IN BEAM (5) 10d x 1'/z" IN (5) 10d x 1'%z" IN �I� (6) 10d COMMON IN BEAM HEADER STR„-,PP!NG KEYNOTE. Z HUC28-2 HD28 21F TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 1 Od COMMON TO , — — NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD LLI HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER I C� HU210-2, HD210 2, LGT2 7 '/4' x 2 %4' TITEN LUGT2 -1- . „ -- TYPE C F S. Rr;.P CONNF- TING HEADER TO JACK STUD w (10) 10d COMMON IN (10) 10d COMMON IN O (5)'0" x 3" WEDGE BOLT STA%. HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT 1 - , IT2Z UNG Arh:'=R'."7LIP BOTTOM CONNECTION 22 16d COMMON IN 22 16d COMMON IN a O ( ) ( ) (26) 16d SINKER (28) 16d SINKER IN WALL1 S_r c r; ''! ? : P HOLDDOWN REQUIRED AT BASE OF STUD GROUP � HUC212-2 HEADER HD212-21F HEADER L__ LGT3 IN WALL FRAMING LUGT3 FRAMING - "- 2Ni lE, i_ , E D i L! 'v'N. STRAPPING REQUIRED FROM 2ND LEVEL STUD 10 1 Od COMMON IN BEAM 10 1Od COMMON IN BEAM (12) SDS '/4' x 2'/z" (12) WS25 %' x 2 %z" 1 GIZC L(' T 13 LEVEL Ti JDSIHEADER/BEAM � (4)'/4' x 1 ''/z" SDS SCREW (4)'W x 1'/z" WS15 SCREWS IN TRUSS IN TRUSS z IN TRUSS/ RAFTER _ F r.L E O�Vi _� S NAPS i T BASE OF KING/JACK GROUP LO IN TRUSS/RAFTER HGA10 4 %4' x 3" WS3 SCREWS ~ HGA10KT (4)+'/4" x 3" SIDS SCREWS O I NON_BEAF NG HEADER. ;_RAMING KEYNOTE �J �1 IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT �{ r -- - -- O NU HI - # ---- - NUMBER OF Kh `' S 1 UDr_ EACH SIDE OF OPENING Z O V (4) SDS''/4' x 1 ''/2' SCREWS (4) /4 x 1 /2" WS15 SCREWS 1)1 ---- 4---------d w IN TRUSS/RAFTER IN TRUSS/ RAFTER -------------- HEAP ! '; =''! 13;: FRA rE^ AS NON BEARING HEADER DLiE TO LIGHTLY U) VM HGAM10KT 3 HGAM10KT 4) %4' x 13/" WEDGE BOLT w W (4) %" x 2/4" TITEN SCREWS ( i_OA.DED CC:?ev; i!Tir�rlS A,8(:VE W IN MASONRY OR EQUIVALENT IN MASONRY -IL__ R_ _ z #2 `YP I "FRRAPAIN_ KE'NOrE - U) z W NOTES: I 2x G t 2 ---- NUiVi, v R K',\k � S 100 0 EACH SIDE OF OPENING ❑ 00 O 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. i ? �+ 2. PRODUCTS SELECTED USING SIMPSON 2017-2018 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED AL T ERNA. T f_S ---- NW;,;BER ;f= `\CK STUDS EACH SIDE OF OPENING Q_ 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. ____-____.. _ _ -,- W +�E!-� #�`2 S�J{? HEADER W ` 75 � 1 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. Z O 5. POSITIVE PLACEMENT GUN NAILS, 2 ''/z" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR - ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. Q 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES r?E FRAMING KEYNOTE ILI Z Q Q ''/4" 0 x 2 3/" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF 1/4" 0 x 1 '/4" TITENS ILO 16d. L 52 -- PaLa.? s I; ,,: L. ; Ch SiDE OF OPENING w W w - NULr_. + ­'S EAC,i SIDE OF OPENING - Lli - MASONRY NOTES -- - - H4 J`iR + r LVt PSL. OR SYS42) O X 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL DEr'T _ _ U_ BED. N:_!M P (,F PL L; 1 DE"'. (" %4" WIDE UNO) Z 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 _ O a z GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. F+� F'' F � •'� ` INC"; O 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER `jf ' - -€ ei� < TYPE HORIZONTAL JOINT REINFORCEMENT nLl_ ADEf ACK A>�D 'irJ :.Tu C , .; IA+__ E�_-: FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. LU ' " 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 3 '�� ':•'GERED. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 2. N011`4BEARING HEADERS: DUE I i LIGHTLY Lf"ADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 0- Z 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". EX?-ER+OP. 11.IALL DO NOT RtOCi!?r _-0AD BEARING HEADER, SEE PLAN. 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING. L.AST'=t"i ALL MULTI -PLY H :=0,DEu' : 1 i'3'ETHE ' IITH (2') ROWS 10d@ 8" O.C.. STAGGERED ALONG EACH EDGE. 0 � 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. PAS IJ FtL HtA,E}EP,S TC �+ ?t S1 ++ ; 'a;8 TOr NA'I S U LL 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. EAD�R NO SPECIFIEDti %:P { En ? RECORD Q JO C!N PLAN, iv1iN (1) SDI,"JC i5= ^;T TOP PLT TO KING STUD AND (1) SDVdC15450 KIr!G STUD i"0 BOTTOM PLATE ❑ W Abbott Park —I C'JNNECTIC'N REQUIRED "C,t S'Dr i;F'Jr F <'+LG ;N0 CONNECTION Rc.}UIRED FOR OPENINGS AT FIRST ��< FLOOR HE, .DER'vNJ !EN A Z D :_%.v EL - '_'DOR `,YS . EM IS ABOVE. O t./1 TOP PL/\TI= TO HEADER CONNtt , i ,!':"I PER ONC OF i HE FOLLOWi-,NG (NO CONNECTION REQUIRED FORLL -� co OP' NINES 39i R LESS. UF' i N` -T C iOR Hi ADERS WHEN A. 2ND LEVEL FLOOR SYSTEM IS ABOVE: LOT 003-02-A ❑ 4 SF)dt/C'.`;rn) MAX 3'2 0 i S 0WIN! AL TER NATE SECTION (HEADERS),ST-5 Q W a :PI-i vv! ( 12) 1Od x 1-'/z" ` 16" C OR Q ® DSP w/ ,14) 10d x. 1-'/ C� 16" 0 ('. OR z z ® FA.STErJ TRI!SS D!RE Tl y ;I -Al' EF". ��•.E/ Nil-S OR HTS w/ (14) 10d x 1-'!" (OR EQUAL APPROVED BY EOR). _O 8 CRIPPLE BL'J: KS BE1.C,, J i 3rf,R ' Ir.ADF_I?S MAYBE FRAMED A i 24" O.C. U) PROJECT NO: W O g3 ¢d-';r"'°� 'h3f q �...� � Ot y 1 2020.001721 M- I TrE S Z DRAWN: 0 �.. = KG 810 SIMPSON ACRYLIC 71E ADHESIV't 1) EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS . U 0 ANCHOR BOLT, THREADED ROD. OK DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN iW CHKD: � A. HOLE_ AS SPECIFIED BYMAW: (TYPiCALL.Y 11116" TO V8" GREATER THAN SPECIFIED ANCHOR DIAMETER). X EAF W ADHESIVE/EPDXY MUST FILL I HLE ; ? OLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S - C, )— .�, Ti`P r' M1I v 'C ._i �, I - C.rti �r� r w w _, f_C!FI I „(:,,JS MI..I T G,._ ,_ a__t +"tiCJ : \;F'. PR;.�PER INS i.4LLATJON. W _j 2 F,LL !_UIv1EER SPECIFIED ONDRA:':';!i GS IS il�' ENDED FOR DRY USE ONLY. UNO ALL WATERPROOFING AND FIRE SAFETY Q Q S'r'":_ -FENIS ARE THE RESPC NSiRtLIT t"OF TH L,:_iNTRAr, i OR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X C) 3 ALI'_ META a CONNECTORS SPEC '.F iED ON PLAN /\.RE IN ,ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN < `,�LA� �i (/) 4 BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. �- `��� ,��• G•E N l�� 5 FASTEN ALL MULTI -PLY STUD COI UMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. m � .••�� S�•'.• �r z UPPER LEVEL MULTI PLY S I iD GRC-)UPSF L''`ru ALLGIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR ❑ p� %' =,':'S TEM -0 FOUNDA f.ON. V+ O ;"_QUIRE r B L L Ot1',1 HEADER JACK/KiNG STUD GROUPS) W r U8c&§I CE 1;X. 6 FASTEN ALL STUDSTO BO +TOP i AND " OP PLAT ES lydl FH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. Z ? FASTEN ALL TR'JSSFS ANu R� r FI :; f 0 TOP PLATES 'lVl T H (3)8d TOE NAILS. > ❑ Vic. !i 8 ALL iv'ULTI-PLY T RUSS GIRDERS A+ D BEAN:6 0 HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM O STATE OF THICKNESS AND MA-1 (H!IJ, v1 ! L UD SPECIRCATIONS AS NOTED ON STRUCTURAL PLAN, UNO. w • f(/ CA 9 EXTERIOR WALL DESIGN ASS ' 1' ` CONTINUOUSLY Y SHEA T HED V.'i FH OSB OR PLYWOOD Q ile.91 F��`�`�D��05 .. Z Q N Q O 02-25-2020 p 1= w U REVISIONS: w Ll_ _ Q No. Description Date w U >- U 0 to OJ I— O O z z = O U ❑ w H X W STm1 w CIVILI METAL CONNECTOR ENGINEERING - -- I Id ::: � !1, � 'i Vd-:,II!I, '.Ia11iIl61lld6�l�lll3F11� k>ri�iiiN il�l':Id;3'7Y1 :I� lit ? 1i T T I � (-I— � � i Il fT TIT�1 I )ocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91-1DE739E95D55 65'-0" 0?! ■ VERIFY AC COND LOCATION VV/ SITE PLAN fujDJUNDAU-0- N AA Nk 1/4" = V-0" WHEN PRINTED ON VERIFY AC COND LOCATION W/ SITE PLAN 2020 V1.0 (33ENIERI'L FOUNDATION NOTES: AD 1 1111 r 7­ -_A %.,J ',J!NtN L_ OY_IAI_L DUZ WiNNIMUIVI 3 1 / Z. 1 1-10111", M114L) c:) W1\V'1_ IM;HNi)\P;UMI 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO, I c:) 0 Ee_\R T!Hii AND FARTH FILL SUPPORTING SLABS ON GRADEIS ASSUPMHEL) TC) HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND L�� FREE (DF ORGANIC MA ERIAL ANDCOHESIVESOILS. A, PJEX -C F FHE FILL 12"LIFTS TO AT LEAS -I 95% OF MODIFIED 0 11.1f., P A 00 MAXIN'IUM DRY DENSITY. IT IS THE OWNER'S OR 0N,, RL 1-,'­ORS RESPONSIBILF'. Y TO CONFIRM THESE ASSUMPTIONS. I c:) ;F- CONTIR"41C TOR OR BUILDING OFFICIAL DETERMINES THAT THE 0-) 0" IS SUITABLE FOR10010 PSF BEARING CAPACITY. CONTACT F.COR. ADDiTIONAL FOUNDATION \A`ORK MAY BE REQUIRED. S,� G!_AcSS DOOR FRAMES MUST BE RECESSED INTO THE SLAB C14 IN ACORDANCE WITH THE BUILDING CODE. CONSULT C14 APCr!!,_-ECTI,jR/-(. PLANS FOR LOCATION OF SLIDING GLASS DOORS. cy) Vj;%`,`)NRY STE MWALL AND MONOLITHIC FOOTINGS ARE lNT L ILL. t , ERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWAL d SECTIONS. 2,117 LONG #-4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL w RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON S true desigti studios SHEET ST-21D. z 0 FOUNDATION KEYNOTES: DC1 C) 9000 REGENCY SQUARE BLVD. < SUITE 100, JACKSONVILLE, FL 32211 ui NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 8"x8''DEEEP THICKENED 12" DEEP FTG UNDER BOX c:)C) A B EDGE w! (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN w 24`SQx20" DEEP FTG "6SQx`2" DE,-'-P FTG D I _wj 1 (3) #4 Evil U) 11HOMON' DEEP FTG 36"SOX920" DEEP FTG A "S 'A� 014, 1 A i N wl 4 E-*,j'-,,! wi `4'#4 EW se L �k g a :N� g no A we 'a�s W co ponc6e I j, 48 SQx24` DEEP FTG #5 VERTICAL DOWEL TYP il w 5 ) #4 W, T & B ; L H AS SHOWN, SEE MASONRY NOTES ON ST-1 < 1 1/2'.SLAB EXTENSION AT Fi - iLL ROIUH U) 0 P E 10 NI.NG WIDTH z w (D w 0-1 C:) c:) 0 O L0 z I­ b O z F. LIJ c/) U) w m � z LL U) Z Uj 2;'0 VEN-1 Tr) EXT U) w w z 0 > C) < 2"0 VENT w z 0 TO EXT < Uj w 0 _j LIJ 2 F_ LIJ T_ I _j x ILL T_ LL z T_ WC-- I o z 0 <)I 0 cif LLJ 0 z 0 a- C) U_ Abbott Park Uj _j 0 _j U) Ll_ LOT 003-02-A 0 < Uj < z z Ca c/) PROJECT NO: Uj 0 0 j0 2020.001721 U- z DRAWN: 0 KG w CHKD: EAF c/) X Uj LU _j X < cf) ��''�`5� I N L A tv/, U) z b8cdft4d 6k- z Q L4 STATE OF .0 w oo oo U) 5 < 8/ z z cf) < D w 0 02-25-2020 fl-I Lij C) REVISIONS: LLI DRY VENT TO CONNECT L.L_ No. Description ABOVE THE CENTER LINE OF < ILLI HE HORIZONTAL DRAIN PIPE U) 0 SAN LSO j 0 0 z z 1/4`=1'-G' 'AHENPRINTED ON22%34" 3: 0 L) 0 L1j F_ X LLJ ST=2 MAM,ETAL CONN E70 R ENGINEERING DocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91-1 _;E731 .�_l+')055 CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° d 4 / 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH /\\ \\�\ \/ _ 0'-0"A.F.F. SEEARCH (MAX 20" DEEP) a +T 4" 4" EXTENSION UNDER BRICK VENEER �2" UNDER 1 STORY WALL - VAPOR BARRIER L16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB VAPOR BARRIER #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL VERTICAL REINFORCEMENT TO HAVE 6" BEND AT BOTTOM CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT - - 8" CMU CHAIR BLOCK W/ (11 #4 OR #5 CON ADDITIONAL ##4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY" ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE w U BLOCK VV/ A U)1)#4OR#5 SLAB W/ 6x6 W1.4 xW1.4 CONT WWF OR FIBERMESH > Q ¢ w LU U) 8 FINISH i O GRADE / Lo #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. L -o FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 GP. #5 IN BRICK LEDGE VERT REINFORCEMENT TO / HAVE 6" BEND @ BOTTOM -- N OPT BRICK LEDGE NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONIS MAY BE OBTAINED FROM THE ENGINEER OF RECORD, 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT. 36" MAX VARIES PER ARCH PLANS \/ / 12" MIN �/, 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN �- CONCRETE SLAB VJl 6x6 W1.4 x W1.4 VjVWF OR FIBERN It ;' -- --� -a°--r -c MINIMUM 24' (1,1 4 OR 5 90' BEND @G� nth. a - a a ° \\\/ rx L'\ VAPOR BARRIER /\ FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WALL / ADDITIONAL NO. 4 OR NO. 5 (2) #5 OR (2) #4 CONTINUO..JS BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL wl (2) #5 OR (3) #4 CONTINUOUS (7 nl MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 1 A "NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS " 1A" FTG DETAIL FOR THE " 1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING FIRERMESH - SEE ARCH N 0 \ (MAX 16") r-- O 12 MIN / ,/,APEX co O -/ �- 6" OPT. EXTENSION IN BRICK O LOCATIONS ON FND PLAN ' ; r N i ADDITIONAL NO. 4 OR NO. 5 M -_-� BAR IN BRICK LEDGE LL W true 4esigo stvdfios a) ll= >, OIL, I, HI. FOOT N G-S'EL_TION _.-- Lhd iA i E-ORPRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: O = OVf_R.ALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" c * GP0UN'D ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. FP01,ii STRU TU'r=E STEEPE , THAN V-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 F'E 0" FsO'RIZONTALLI O PREVENT EROSION OF SOIL. � 0 O CONCRETE SLAB w/ 6x6 O (2) #4 OR ;'. 4, 5 CONTINUOUV 14 x WV .4 WWF OR t\\ FIBERMESH W DRU0190N an - -- \ \� \ O 1 \. fig, AM ? w� %nor W� 16" ; �- VAPOR BARRIER Q 4- E, ;. 'A 4'_ WALL FOOTING SECTION Q z w COINC'Fr.l E SLAB Jdi ox6 U V1.4 x VV 1.4 VJV,VJF O R \ W `V FIBERMESH CD 0'-0" A. F. F . CD -- - - ------ SEE ARCH O c DETAILS 41 18" MIN Ln 0 0 co I HfC;KENEJ 8„ Z =TG A-_ U) /Vy/�J VAPOR aARRiER U) W LL aN U N CURB STEP SECTION U o z - - - - --- - coJ 0 CO - -- -- w 8" UNDER MASONRY WALL ! w --- ! Z Q ,F r' O BINDER �wOOD WALL =-- - - . ---- Z f 6xE V 4 1 F - `- - VARIES 4 VOA r SEE ARCH W W W w - - - - (MAX 16") Q / !vVi�V�!V\� O �AX \/\ j LLLL i\`�\/\/\//\ Z VAPOR R'kRRIER -J % - �- L� ��' %. /. /i. /i O Z F- / V- 6" OPT. EXTENSION IN BRICK Q Q LOCATIONS ON FND PLAN O w (2) ir5 O R 2) #< CONTIINIli0US ADDITIONAL NO. 4 OR NO. 5 0 d �- - BAR IN BRICK LEDGE U 116 UNDEF{ 2 STORY WALL w;� Q LL�-- --- -C)-, o w Abbott Park Q GARAGE EXT VAJALL CURB SECTION - O U " CONTACT FOR PRIOR T-G CONSTRUCTION IF ANY OF THE J U) FICILLOIAP'NG OCCUR: Ll_ LOT 003-02-A p a ,:VERALL DEPTH OF NIONOLITHIC POUR EXCEEDS 28" Q - w K ROUND ADJACENT TO FTG SLOPES DOWN AND AWAY 0 Q F?Oi4n STRUCTURE STEEPER "KHAN i`-0" VERTICALLY z Z PER 3'-0" HORsZONTALLYT G PREVENT EROSION OF SOIL. - 0 ux6 - O PROJECT NO: w V1 X Irv1. _y.sf /V`F R 0 \\\ 0 2020.001721 LL SEE ARCH z DRAWN. O a -- - - (MAX 20° KG a ° - - -DEEP) U O wCHKD: L0 -- w EAF - W 4" EXTENSION cl- UNDER BRICK VENEER X U Q U) 12r' r ER 1 S DRYWALL -� ��`�cCM LANii� U) .. t,-4 2; #5 CONT VAPOR BARRIER } ` NS,Sj ii� C Z co•L� F' — " Or t WALL p •• *4 O, (, #5 CONT w Las Y.* ,. Z BEARING CURB STEP SECTION ------------- O i S TAT E OF :• ttl ••• U) 7 • - - -- I(PICAL REINFORCING U)r�N A� `���� Q BARS A TH C KENED FO'J TING. SEE PLAN O _ 02-25-2020 p MIN 24,E LOING #Vi OR #5 F- w BAR SF AT Mll)-DEPTH U U) _ REVISIONS: w 0. SLY B, I r R .ALL _ EN �PAI\i P'CORNERS ! LL No. Description Date ILL! U U) J O O Z Z _RE- NTRAI T CORNER DETAIL = O (REC-OMMENDED) w PLAN VIEVv, DETAIL T YrICAL ALL I RE-E'R.APVi CORitR X `I W ST=2D w Q C IU METAL CONNECTOR ENGINEERING DocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91-1DE739E95D55 GENERAL MASONRY NOTES DC1 /-,.'_!._'_INTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. I 109 T-8" 6-8" m 5-10" 5'-4" 3'-8" .1 31-21f 6'-8" ................ -8" T-8" 6'-8" I F L 2 7-0" 6'-8" 6'-8" 4'- 10" _4 S-8" 4'-2' 6'-8" 6'-8" 6-8" 7' I st 1"EL STRUC IUIRA L PIA N 4" = 1'-0" WHEN PRINTED ON 22"x34" T-0" A. Q? n 0 > .0011111111ft- CD 0 N AfW\ 0 cr IN T EL SiHALL BE FILLED. 0 0 LINTELS MAYBE CAST-CRETE PRECAST LINTEL OR EQUAL. A PEX 0 DIMEENSIONS ARE A" PROXIMATE. MAX O.C. SPACING IS 6-8"O.C.; U.N.O.0 17— 0 CID 0) SE_-E_ TYPICA!'.. DETAILS FOR LINTEL INSTALLATiON. 1'k!IAS(_,1NRY LIN TEL AS NOTED, SEE PLAN AND SCHEDULEO (D PANS MAY',1f.z',RY -i-/- &'FOR ROUGH OPENINGS D 0 IA/ E L I-E G E: N D 04 Zzz NO-1 E,APPLiCABLE ONLY ",NHERE SPECIFIED ON PLAN NO 5 BAR .I VERTICAL BAR IN FILLED CELL W1 MINIMUM 27LAP F?P,"i_!IPED,TYP AS SHOWN LL LLI td N3. 5 5;�,R vv, VEF-,'TiCAL BAR IN FILLED CELL'\(Vf MINIMUM > tfue 4esign sUidlos i . ;E­ " lRE", T%`P AS SHOWN L;41P '\­_'U c__ , z 0 wl VERTICAL- BAR IN FILLED CELL 1ZI; Nz. Bi U) �:QIJIRED, TYP AS SHOWN LAP k__ 0 9000 REGENCY SQUARE BLVD. < OPT. NO. 5 B'5�R APPLIES ONLY IF OPT OPENING INSTALLED SUITE 100, JACKSONVILLE, FL 32211 0 NO. 5BAR w.,VFRTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, c:) -!_'!GHi T OF DOWEL = HEIGHT OF COLUMN FRAMING KF-Y NOTES LLINDLL DC I cn N07FS APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) co, > c/) 11HOMON"' (D ER11viEDIATE JACK STUDS REQ; IRED BETWEEN 'I. MIIN,2� IN-- IN C) ao, w > P F_ N 1 N G S _j L �kp fv A \\' OR ", , "'K `9 WN �'2 J A Z-41 2 SEE iNTERIOR '51HEARWALL DETAIL ON DETAIL SHEET. IN uj - ------------ CA li1 N S E P E I N T F P 10 R `HEAR`! I S HAVE VA U L-fE-r D TOP < -S-- Al Sr. QF�- �N—, ERROR SHEAR\A'A1_L AT VAULTED TOP PLATE TES :D N E T, L 3 � -�E'El I Cy 3. SVV TO OOR DIAPHRAGM PER ONE OF THE FOLLOWING: -ACH il iF1r-!1_0OF1 RUSS ALIGNS ABOVE SW , ATI FLOOR TRUSS - C) ROTTON11 CHORD 0 SW DBL. TOP PLATE W/ 10d @ 3" O.C. z FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH Lu FLOOR FIECK TO SW DBL TOP PLATE'Al/ 1 Od @ 3" O.C. Lu 4. sli'GriUPLIFT CONNECTION: * F TEN EV OTOP PLTw!6P2 ORSDWC15600@MAX16"0.C. AS VERY S f UD I + S'EC'f-tNj') iJ-:VEL WALL STUDS STRAPPED TO FIRST (D 0 LEVEL `,!VALL STUDS MSTA36 OR CS18 @ MAX 48" O.C. LEVEL) z (APPLICABLE ONLY ml'WOOD FRAMED FIRST Lp FASTEN EVERY STUD TO BOTTOM PLT wi SP 1 qE, (2) SD" -,,VC 15450 @ MAX 16" O.0 0 U) * TOP PLATE To HDR "JV/ SDWC1 5600 @ MAX 16" O.C. z w��, 5. ,,STEM EAC BEAM TO MASON RY',j'J/,-'vlE TAI 2 c/) U) U) w z �5 Z w :D 0 U) w w z 0 w > < 0 < w w w w U 111- O w x L.L z o z F_ 0 < 0 � Lu 0 F_ 0- z lY 0 C) ILL cl w Abbott Park <_j Of 0 0 _j U- LOT 003-02-A < C) < z z U) ------ -- PROJECT NO: w 0 0 LINTEL SCHEDULE 1 2020.001721 U- z DRAWN: LINTEL NO. J1.1/lAX,'__�LE-_AR OPENING LINTEL COMMENTS 2 KG 8_0 DESCRIPTION C) Lli u') CHKD: SF-11-32 GARAGE DOOR EAF co T_r,, 8U8 x Lij w L EIF-16 < < L.-4 8F-16 SGID x 0 8F-1 6 REAR PORCH A _rvt 8F- -6 REAR PORCH - ; E 8F-16 .-,\G• z L- 7 71 REAR PORCH— _8 8F- 16 FRONT 0j w L-9 4�4' 8F- 16 FRONTPORCH Z 0 0 /z STATE OF 44/ " LLI U) < z z....... tljj'ONAC�� %No cl) 1111111100 < Z) 0� 0 02-25-2020 1:21 uj REVISIONS: U) uj u- 1- r < No. Description Date U) 0 0 1 0 0 z z 1: 0 0 0 Lu X uj ST=3 0- )ocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91-lDE73,,E95D55 - !iI I ! I I - r - - � _ I I III I I� - u III i'I II III it II ! II - , II I �I I I i I I I I I. I i I I j IL III I I I I I - I I I I I I I I I I ; I I -- I - - I I ''i ( I I I 1 I Li I i - t 11 I II I I 1 s t IEV EL RO O F& FI D O R FRA M IN G PIA N = 1'-0" WHEN PRINTED ON 22"04" (2) HTA16-18 OR—/ (2) HTWM20, NOTE 5 B 3 ST-6 RSS FRAMING GENERAL NOTES `REF SHEET ST-1 &. 5 FOR ADDITIONAL. GENERAL NOTES DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER .;NL ESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, A 1 TRUSS TO W010D CONNECTIONS SHALL BE ACCORDING �O THE TYPICAL WALL SECTION, SEE SHEET ST-5. k REFs.TR TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS GVERFRAMING NOTES % ALL. RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL. ''SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. Q FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. x EACH RAFTER TO "SLEEPER" W% SIMPSON H3 UPLIFT CONNECTOR. ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. s FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O C. LUMBER SIZE `�PACiNG 2x6 2x8 i 2x-10 12" ! 15-5" 1 ')'-1 V j 23' 9" 16" 13'-4" 1 T-3" 1 20'-7" 24'; 1U-i1' i4' 1' 16-10- - - 20 L L.!15 D.L. #2 SYP CEUNG JOIST SPAN SCHEDULE 2x12 26-0" 22'-0" O.C,LUMBER SIZE <x4 2x'3 2x8 2x10 12' 12'-5' i9' 6' I 25'-8: 26-0" - ---- — I- Ie 11' 3' 17 -8' 23 -4" 26-0" 24" —I 9'-10 15-6' 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1 SEE 'SHEAR PANEL" DETAIL ON DETAIL SHEET. 7.. TYPICAL BEARING BLOCK BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MAT CH DIMENSION OF TRUSS MEMBER. ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD Wi (3) ROWS 10d @ 4" O.C. STAGGERED, 2 LED >ER FRAMING NOTI-S FAST EN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW 'MAX 24' O.C..SPACING)OR _ T U 6 ccri rn 0 N O O N N 00 d' O 0')N N c'r) J ILL W _J J Z O U Q CDO _ W U) J m W ry Q 0 CO Z W W ry O 0 L0 I�- Fr, "N N0.2 .>Yr PT LCD::r_R , O MASONRY/CONCRETE O bvl FASTENING SHOWN BELOW z s ADD! CIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN co SEE TABLE 5 ON SHEET S T -1/S1 FOR FASTENER w PROTECTION AGAINST CORROSION Z ffi EXTERIOR DECK LEDGER`; SHALL_ FEE SECURE TO WALL U) FRAMING''!VITH WOOD SCREWS. COMMON NAILS AT FLOOR I � LEDGERS ARE FOR iNTERIOR USE ONLY. m RoOOF FRAMING LEDGER TO''OOD: - JVW 2x6 . ..... .........(4) 12d COMMON W x8. (6) 12d COMMON `Zn 2x 0 ...... .. _.. ..._(8) .2d COMMON li 2 i7 �xi,. ...... (10) 12d COMMON W EDGER TO, CMil (N.f 3 TAPCON OR TITEN): a 0 I-' 2 ') RO/VS;�` 0 @ 24' J.C. STAGGERED xc j ROWS %4' 0 @ 16 O.C.STAGGERED O 2x (0.....(2) ROWS %4' Q @ 8" O.C. STAGGERED J FT 2x12 .. (2) ROWS )/4" 0 @ 6" O.C. STAGGERED ILL Z FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 0 'xh. .. . ... ......(3) 16d COMMON Q 2x6 (5) 16d COMMON II 2x1v ............ . ......... (7) 16d COMMON O (9) 16d COMMON p OOR FRAMING LEDGER TO WOOD (W/ SCREWS): 0 PT :2x6................................(3) %<" x 4-'/Z' LONG#14 WOOD SCREWS Q PT 2x8... ._................ ...........(5) 'ia' x 4-'/z` LONG # 14 WOOD SCREWS 0 PT 2x10. .. .... ......(7) %' x 4-%" LUNG 414 WOOD SCREWS PT 2x12 .... . ....(9) %' x 4-'/2" LONG #14 WOOD SCREWS O J ,ANGLE `. LATERAL BRAL.ES rs;1AYBE OMITTED FROM GABLE LL_ BR.AC}NG DETAIL IF PORC- t "SHEATHING DETAIL IS PROPPRLY APPLIED, SEE DETAIL SHEET ST-6/7. U 5. if- U SINO (2.) H7FVJM20, INS "LL (1) "STRAP 0 11 EACH FACE OF Z al_ �r ALL - (v) `y T L%PJ i20 ONi SAME SIDE OF WALL IS NOT PERM: FTED A" THIS LOCATION U, �. (1) 48" & (1) 24 BEARING BLOCK REQ'D 0 f BLOCK TO TRUSS VJ1; (3) ROWS 10d @ 4" O.C. STACIGERED Z • TRUSS TO 1VIASONRY BELOW W/ LGT3-SDS2.5 U w w w X Lu Z O W Q Z U) O t- U ILL Q O J O Z 2 U W x W W r 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 CD r 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 CD 11HOMON' Q) k ut ggif 411 \'gg P fw=� f. k gg& ggloP o", 4 '., �� - pmv g �. ­wl \fir\�%.40 MAP z O U) v coum LL Z W � V,- w � O QO m o W W Lu Lu J W - W U X Q z Z 0 W Z 0- ILL LLI Abbott Park J U CA LOT 003-02-A 0 w H Z U) PROJECT NO: W 2020.001721 0 ILL DRAWN: O KG 0 O C H KD: LO EAF w J U �c,C 1N LAlVjF �-4. �U' Z ♦ .' , d8c&0Ad liy: S TAT E OFoo • <(/ ' Sn Z_ 02-25-2020 p w REVISIONS: U) 2 No. Description Date �- w J Q U) I- O Z O ST=3A CNIUMETAL CONNECTOR ENGINEERING¢ >, DocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91 -1 DE; 39E95D55 u� TRUSS TO TOP PLATE W/ H2.5T OR RT-17 OR SDWC15600 UNO MOISTU f f - ON PLAN BETWEE=' NON -PT t "' f VERT. R, iNF HAVE 1C` ST HOOK IN -0 I ,f • EVERY OTHER S-I UD TO TOP W/ SP2 OR SPT24 :,)R SD`✓VC 1- 600 - MAX 32" O C • EVERY KING STUD FO T,_'P PLATF W/ SP2 OR SPT24 OR SD'cvC 1 `)60,_ F TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x IM/" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1 (1) COURSE CMU BOND BEAM W/#5 CONTINUOUS WALL SECTION AT ROOF (CON1"'I( A HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APP� • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SP722 OR SDV� ' 54' • EVERY KING STUD TO BOTTOM P_ TE W/ SP1 OR SPT22 OR SDWC1545i- 2x NO. SIDE OR BETTER @ MAX 16 '/2" THREADED ROD ANCHOR Wl MIN EMBED W/ NUT & WASHER IN SIMPS ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.0 OR Y2" WEDGE BOLT Wi MIN 4111" EMk;-D WASHER @ MAX 48" O C. ®' BOTTOM PLATE ANCHOR NO 1_S 'EACH SILL PLATE SHALL HA /E - MIN OF (2) BOTTOM PLATE ANCf !ORS -INSTALL ANCHORS WITHIN 2" OF EACH END OF SEGMENT (BUTT JOINT INTERIOR LOAD BEARING WALL 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL i REINFORCING W/ MIN 25" LAP > (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) X\'�/� \ �\//\\/\\ %\\%\\%�\��� /xAxAA/��A� EXTERIOR WALL TYPICAL WALL SECTION AT F(__ A )A' ION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLIC, MOISTL BARRIE OTHER (1) COL CMU B, BEAM 1 CONTIP 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN 19/32" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1'/2" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FOR MISLOCATIOI` FASTEN 2x6 NO. 2 S TO TRUSS W/ MIN (1 FOR MISLOCATION INSTALL NEW MAS( STRAP TO INSIDE F MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY CONT. i t € #4 .,J -- - 4 O �i .=t, kiA`r; Ai C(, ,tN'r._RS `� I I_I ! H 1,IN. 25" I'— / CON- t / - CMU BOND BEAiy1 BOND BLHAM RINFORCINO 1 CORNERS WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS_ THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS - GENERAL NOTES APPLICABLE TO ALL.- 1 . ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ N0. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x- NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. I11 # m > O CD N O O N 0 PE A x C' 00 r OOi N cM c J LL W J I \�-- POURED CELL w #5 BAR CONT. O FROM BEAM TO FOOTING 0 Y 9000 REGENCY SQUARE BLVD. STEP DON TIE -BEAM Q SUITE 100, JACKSONVILLE, FL 32211 _0 O O � W�m���o���o����ss F- U) 041HOMN, d \ OC. J DOOR JP,Pl;B �! ' V, IND0V. TO BL�'.CK- MIN, SCREW LENGTH Di SI . FROM DOOR JAMB MIN- SCREW ! ,11 D01N TO BLOCK LENGTH 1 II/ OR i,4 j PER MANUF. 3" 5" Ij 1 XL. f 3„ 37�� 5„ pl ' %'16 - � ..3 3/4, ---3 4, 33/ �- -- TTEN EN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: r • (2) ROWS "%:" DIA. @ 30" O.C. STAGGERED i • (2) RO\Pv'S :% " DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS l E ? 17 I-- �_ D!STAINCE FROM BLOCK TO DOOR I i4 JAMB OR WINDOW, SEE TABLE ( ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED Y.") t -Ix PT NAILER 3 I I — i BUIL-i UP 2x-ATTACHED TO MASONRY, (1) PLY i Ix OR'/16' OSB MATERIAL MAY ATTACH TO WALL �---- DRYWALL - I 8" CMU WALL ) I AL DOORMI N DOW JAMB TO BLOCK SIC / M FORALL MASONRY OPENINGS, UNO) w re C/) U Z 3.1 W 0 W O O O O� L0 z ti 0 (/ /�\J O Z W co W Z LL I_ Z LL1 m O C/) ry w w z Q 0 w > o _ -- 00 w w w J � o W W J � X W L Z O O F_ d o Ir w O F- 0- z O 0- U LL Abbott Park J O U J t/) LL LOT 003-02-A 0 Q w F- U Q z_ z C7 co Q PROJECT NO: w O 0 O 2020.001721 w z DRAWN: O U KG o I- CFiKD EAF co X w w a � � Q U Q �,��rttrrrxe�� U) —s ,CNN%% 5 C N LAND �,� U) } �� • G•!V • •'4 ��i (',' E m :� ••�� �� • z w d8c&ftiAd•1iy: Z •�- O > .::r' 0 STATE OF .' 4 W o 441 (n i ` Q �,, s'p3�F��1`E�`MN 05 0 Z_ -'fS`r0 N A0 -�, %"" p Of 02-25-2020 p 1-- w U REVISIONS: w IL = Q No. Description Date w co CD uj O O O Z Z z O U 0 W F- X w ST=5 n CMUIMETAL CONNECTOR ENGINEERING II n )ocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91 A IDE '391 D55 TOE -NAIL MIN 2x4 N( SYP 1` 1. BETWEENTRUS` "OP Cl!­ (3) 10d COMMONS F STEN2x6NO,2SYP- GONAL BRACE TO BLOCKING w (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRAG -- SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 F-BRACE FASTEN 2x6 NO 2 SYP 7-BRACE" TO DIAGONAL BRACE W/ 10d COMMONS (g Y 0 C, 3t P;.',I L I DGES JI )F (-,ABLE ;S IDGI'WISE 0t AT'10SE) I DECK — FASTEN ROOF DECK TO FRAMING @ 3"O.C. ON EDGE, 6" O.C. IN FIELD WITH 8d RINGSHANKS PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H 2.5T w/ (10) 8d x 1 -'12" 2x4 NO.2 SYP BLOCKING BETWEEN OUTILOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON (9 3" 0 C. GABLE TRUSS MOISTURE BARRIER BY OTHERS 8'-0" OR AS SHOWN ON PLAN IF,, !GAM10 BRACE CONNECTOR /I DIAGONAL BRACE TO CMU BRIER BETWEEN MASONRY Nt .JMBER BY OTHERS 63 GABLE N, E 3RACING DETAIL (W/ HGAM1 0) P� O.C. 2 1, L( I b CLIPS MAY BE OMITTED FROM RI N )p TAIL FOR NON -DROPPED GABLE js�: ERHANGS. WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W1 META20 @ 48" O.C. VV/ MIN (7) 10d x 1-/," (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM \A// HTSM20 OR MSTAM36) I I im BOND BEAM REINFORCEMENT LU (SEE WALL SECTION) D Li. :.-,UND BEAM LU FILL SOLID TO BOND BEAM U 0 Lu LL) LJ LLJ U) LINTEL REINFORCEMENT 8 F -1 - *—DEPTH OF LINTEL ASSEMBLY "d" R! LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND A'-. t INTEL SEE PLAN. BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-# 8F-1-# N At :C1 OJT Ll_ T ION? lR ]i F )W BOND L L ILLED OR 8U8 M iE Fit ED W SEE PLAN. 8U8 PRE -CAST LINTEL OPTIONS ROOF DECK ROOFTRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) 8'-1" ABOVE F.F.E. TOP OF GARAGE DOOR 6'-1" ABOVE F.F.E. OL 4'-9" ABOVE FF.E 2'-9" ABOVE 2x6x 12 PT - CENTER BUCK ( OF OP T ING DIA. ANCHOR I/ 2x4 FIT TOP BUCK--/ 2x6 FIT BUCK EACH SIDE OF OP INING PROVIDE (5) �," DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR W/ 5 1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %" X �16" 0'-9" ABOVE THICK WASHER wl EACH ANCHOR. F.F.E. (1st BOLT TO BE 9'; MAX. ABOVE CURB.) TOP OF CURB F.F.E. GARAGE DOOR JAMB DETAIL #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. 7 PRE -CAST LINTEL PER PLAN _j FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER E 0 0 C) 1) [)i4.G(_)N,/AL PIER (10) TRl..iSSE S AP LIB D TO PP'\DSITF, SIDE OF �%PjEBS. DIAGC'ji'1IP,;_ BRACE APPLI'LED AT > 0 0 I F . R 1-0 NO LESS THAN �*_�,� TP,LlSSE& !N N CD 0 c: A PEX I I! CONTINUOUS LATERAL RFSTRA!;N._T -C 00 Cry QUANTITY AND LOCA-Ir DN 114- t� 'DEFINED BY TRUSS SHOPDRAWING. NI c:) a) cr) Q_ it Cr) 1,00 Adva _j APPLIED TO EITHER 11FLA"'iERALRESTRAINT MUST BE I U_ AIIIIIII& Apwaho It- JF SIDE OF WEBS MADE OF MORE THAN ONE PIECE, DO SO WV OVI-IRLAPPING LU td I I BR.' ES LIKE TFIIS (T'YT- I J a) true design studlos EV j y I R-) i' 1 it > z C) 4- 9000 REGENCY SQUARE BLVD. < SUITE 100, JACKSONVILLE, FL32211 TRUSSES NEEDING BRACING 0 C) CD 4_1 1 ATERAL BRACING LILI 1 ALL RESTRAINT LUMBER SHO'J\JN BE 2x4 NO 3 SPFOR BETTER (LINO, cn 2. SHOULD A SCENARIO ARISE THAT 1-%oES NOT REcEMBI E THOSE INDICATED ABOVE, IMMEDIATELY . � I a) CONTACT THE ENGINEER OF RECC'RU FOR APPROPRIATE U) BRACING DETAILS 11HOMN (D 3. BRACING LUMBER -SHALL INT 1 HE VVEBS OF THE SRACED T RUSS AT LOCATIONS INDICATED AS IN I-: F! 1 N i B RACi !G ON 7 tHil- 1 NE.); V: D:_,lAL ­1_R U SS FAC FAi LS PRODUCED BY THE 'FRUSS ENGINEER > 1& 6%, g 1gow", 'gq "I"'a 4 A!.,,. ARE 131 x3': LONG (UNO'j,�` m A` 120 12 AfiS 5---0. jm-l"A , #", W, \1 111&4­10\� A, 1 10 6404 "1" 13 DE _D PER E'CS 1-1-13, 2007. ILL! INWD2US LATERAL RESTRAINT WEB U) 6" MAXI6' BRACE SUBSTITUTE ' it_ji B Mt l`vr,,.,3 ER SPECIFIED ALTERNATE BRACING z0 CLR TOR L SCAB LLj 2x4 ROW 2x4 (1)2x4 (D 2x4 ROWS 2x6 (2)2x4* RAC' E F A S T 4E: D- Tr LU ID .-I 2xPj �X44 V,-`!E� B ',,Vj' 0 d A T 13' 0 C (1)2x6 3 2xI' 2 ROV�IS (2)2x4- c:) c:) i, 2x8 1 ROW 2X6 (1)2x8 0-) 2x8 2 ROWS 1 2x6 (2)2x r- FASTENED T(7) L0 L-BRA"-,- k `3 ;_ . C. I— fVEi `VV/10dAT6"1) 0 SINGLE TRUSS BRACING O co z 1 iNlDiVIDIUAL ivA/EB BRACING MAY BF . USFr U) UJ WHEIN CO.NTINI IOUS LATERAL CAB BRACE FASTENED 1-0 _ FM RESTR'.'1!`--Fr (CLR1) IS SPEC'FIED ON A TRUSS DESIGN BUT AN S ALTERf EBB BRACIiNG IS (DESIRED. w NET - B V\.// 10 d A T C.' O.0 I DIVID_ALVB GRACING AY CONSIST OT-BRC i NG, L-BRACING, I OR zNMAC 2)BRACES ARE LL RFQI_1IRF: APPLY (i) BRACF. SCAB BRACING. REFER TO CHART AND DE-,.r-k;'LFOR MORE INFORMATION. LU ERIAL T ,,PF SIZE, SPECIES, AND iNDIVI[)(_;A1._'LJVEB BRACING MAI 0 BE SAI VIX '6" 10,1\X TO EACH FACE B 46"MA>t �6' M --y , Lj I-DAnU A(!� Tr-1 Dr- BRACED co LU LLj VERTICAL BARS TO EXTEND TO z TOP 0`A/ALLASSHOkA./N MIN (D < 0 F 6 BEN'D INTO BOND BEAM z > LLI ------- LLJ < Uj -7 iir 0 ry ILL z 0 < 0- z! 0 % ILL. < LIJ Abbott Park 0 (.5 PRECAST LINTEL SEE LL PLAN LOT 003-02-A SEE PLAN < EXTEND REINFORCING TO C) END OF PIER W/ 6'! BEND TO z LAP VAJALL REINFORCING AS 0 PROJECT NO: MIN (2) SOLID FILLED & 0 2020.001721 U_ REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO z DRAWN: GARAGE DOOR OPENINGS. C) KG LLJ CHKD: N10.5 VERT. BAR IN FILLED EAF CELL AT EACH END OF PIER x LL1 LLI a_ NO 5 DOWEL TO MATCH EACH < < SOLID FILLED & REINFORCED x C) CELL EXTENDING FROM FOOTING < co � \N LA U). TO LAP WALL REINFORCING % V%I/ MIN 25" LAP UNLESS NOTED E AJ(D OTHERWISE ON DOWEL & LINTEL ,3 z 10 0 PLACEMENT PLAN. MIN 6" BEND 6 w 8c&%Ad by: AT BOTTOM. z < 0 CONCRETE STATE OF 1J FOUNDATION WORK LLI c/) TO" OF FINISH LPER PLAN O ORSIAB < z A V) fill 02-25-2020 LLI 0 REVISIONS: LCIOLI ILL < No. Description Date LILI U) C) U) 0 0 GARAGE SHEAR PIER z 0 z 0 X LEI ST=6 I I 14"" rjA U 10I,11 P TAL CONNECTOR ENGINEERING 1 I--