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HomeMy WebLinkAbout8144 Wheat Stone Dr)ocuSign Envelope ID: C1150073-72E1-4CBA-B7BF-94DA94F65BB3 , DRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECI URAL GENER,,, I%. A110 1st LEVEL FLOOR PLANS A200 ELEVATIONS A400 WALL SECTIONS A405 IDETAILS A500 DETAILS A501 iDETAILS STRUCTURAL SHEET NO. I SHEET NAME — ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS_ ST-3 1st LEVEL STRUCTURAL PLAN 1st LEVEL ROOF FRAMING PLAN TYPICAL WALL SECTIONS__ _ ST-3A ST-5 ST-6J SECTIONS AND DETAILS 0 L101 oil L DAI01: - at 1844 LAUREL ELEVATION D Abbott Park,, LOT 006=02 ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA 3UiLDING CODE', NATIONAL E.LECTi?!C CODE, AND THE CITY i)I.-..'—_;'HY�tHILLS ORDINANCES REVIEW DATE CITY OF Z.EPMTY� FLAN EXAMINER BUILDING CODE SUMMARY 1 FIF PROJEC; I SHA!_I- COMPLY WITH ALL APPLJCCAUL.L S (A1 L AND LOCAL CODES FL BU!LDIN( CODF - RF.SIDFN I!AL.: 20,17 Fl_ E;OLDiNG COFiE - FUEL GAS 201 f-I_ f31_il _DINS: COOF.. PLUMBING 2017 NATIONAL FLFf".; RIC CODE 2014 FL. 9(JiLDING CODE-!V1ECF1,AW AL 2017 Pl. FII'1= PREVENTION CODE: 2017 FL f JiLDIN" CODE E:NE:FIG'( CONSERVATION 2C17 O�:CUF APJC'� CLr\S>IFIi,ATivr; RESIDF-NI!t\i f 1,)N,�TRt;C1ION TYPE VB A'I N B N-r Z(DNIrJ I)F Pitt -POSED `;1 !(' I Uf;P (:Ci['?'ri_i S bV!T; i < M'r=NTS Gr= CHAPTER 656 ! i3 n r-_ r � n' , r :''Uiv ^ •.� i":C ,.: ! c3,.. F', SIDE�1 .I \L. �IS1FIi�T�. :�,�. iJ�AY.. 8!. )C HGT OF 35' ,AREA 1844 UNC'N1)i 10rvF ; ARE-1 4 c' 437 i tlt"t 139 �F 715: F= Grlltd total, I 2559 SF VOLUME 1 r'212 CF Cf- r' O � U O ° ,APEX U LU z U 00 LU w z z LU t . Q true design studios N O J 9000 REGENCY SQUARE BLVD. N IL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p H �_ cn c O cy 0- U) Of U 04HOH090N � bag&"' O J U a _Z C� O J O U w x w CL LU U) w m 0 z w w Z O U) 3: O F. w Q O z > 0 w w J o - w w Q 00 W o U_ TM Q ti U) x 0 o O z = w U ~ Z Abbott Park a x w U_ °- - _ - LOT 006-02 J Q to 13 w PROJECT NO: �- 2020.004116 z DRAWN: DO w CHKD: JAC LL O IR 0 0 Un co LU J U U) co CD _Z 06-08-2020 O z_ REVISIONS: No. Description Date w -- w w - w LU _l Q U O 0000 Z O 0 )ocuSign Envelope ID: C1150073-72E1-4C6A-B7BF-94DA94F65BB3 A Footer Re -Bar (sized I. according to i foundation plan) #4 awg CU bare w/ 10' stubbed J, outside of slab at service location. Connect to Tooter steel w/ (2) ground clamps 5' apart LIFER GROUND DETAIL N.T.S. ! 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 I • CARBON MONOXIDE PROTECTION PER FLORIDA j 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 T_RI, AL RISER DIAGRAM i )NA OVERHEAD PER NEC SECTION 406.8(B)(1) 15A & 20A ICE SAME AS RECEPTACLES IN A WET LOCATION MUST BE WITHIN R( OUND 150 OR 200 -- 150 = #1 Copper or 2/ 0 Aluminum AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN iE ICE 200 = 2 /0 Copper or 4 /0 Aluminum in 2" ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING \ Conduit. _ A/C DISCONNECT \ RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT r-iETER MAIN MAN PER NEC SECTION 406.11 IN DWELLING UNITS, ALL DISC.#12 COPPER TO APPLIANCES AND GFI !, 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS 200 AMP TYPICAL TAMPER -RESISTANT ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL _ #10 COPPER TO WATER HEATER • PER NEC SECTION 800,156 NO LESS THAN ONE - UNDGND SERV. BY #8 COPPER TO RANGE COMMUNICATION OUTLET SHALL BE INSTALLED POWER CO.-- #6 COPPER TO HVAC WITHIN EACH DWELLING UNIT #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: • PER NEC SECTION R314.3 AND R315.1 SMOKE A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH j DETECTORS TO BE INSTALLED INSIDE EACH _ B) BONDED TO CONTINUOUS FOOTING STEEL SLEEPING AREA - INTERSYSTEM BONDING TERMINATION PER NEC 250.94 • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO - N INSTALL, KIDDE MODEL # 14618A SMOKE ALARM, OR E TRiCAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE APPROVED EQUAL SIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY _ _ __ ___ • 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 BILK 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 • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R501.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ------------ ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN T-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • F R 0 N F ELEV!a110NS TIRIM, MOLDING. COLUIJNS, AND TRIM SHALL RECEIVE PAINTFJ FIN1I i ,'1ER BLDR S`PEG> SE! F LE=Vi;TI,_iN FORD r 1H F;A15ED TRIM • f- i,N! REAR E LEV�!_!C:DNS TRIM F�.F?OUNI-; 1^!!r11. V'J S, ANII '_)00RS M/'NY BE OPTIONAL PE.-R C;'.)r/'dilir;l'IY' �i=GCS SEE COMMUNITY F.'I= IN'S Gil C;)NSULT F H E r'1 ,N, ALL TRIN1 'i •;L L • ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR C')NSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL >HE.r_TS FOR SHEATHING REQUIREMENTS !i,.L!. BE INSTALLED AND TIONS DEC. AND'A'ALL IN' L;; ,)EC T!01\J, AT C-;U T TFRS. AT ALL CH!',Nt ES IN ROOF SLOPE OR I )IRECTION. AND AROUNC) E'.Cir:7F OPENINGS • `'AAl_i_ HE!G! t VERIFYAL;_ F';EPFr,IN- WlJ ,L;_ t1E -FINAL — , Gr-t S','JITi� i h.v » ;.F,. �Y' OATS • WALr: !.-RI 151IVF B RRiE 4y PER R703 �!'VA r t_r1 f I >iSTIVr. bA! ��IEF ', :;HALL BE I;NJ i'/•\1.1 E-i..) AS RP,"X HRED IN FC"T!r N 03 2 AND.'•NHFRE APPI 'I D OVER WOOS RASED SHEATHINC SHALL. INCr 1U DF F, rJh ATE Rr S!S i i VE VAPOR r F!I_J_ BAR' IIER V111 H j = F.F OF P;i:>J� F A7 �r - EOU'vi"1LENJ F 'k) 76/0 Li",YFaYS OF GRADE D 1,APER n ^ � � 1THE-!ryDIV'il)iJr',L Lr^^ .. -.YrRS ; ,L -�L FSE iJ�, r� N_L. _ J IND! PENDENTLV SUCH T H,"I',T FACH LAYER PRO' IDES A SE_PARA7E C'(DNTiNL1OLiS PLf\NF AND ANY :-LASHING (INS-1ALL-EI.) iN ACCORDAAN' E WiTH I')N r^.7" 5.41 IN FL_NDI:`[) T O DRAIN I") i Hr ,,VA':*1=ti.RE=S!:)1IVE HARRiER'S DIRECTED 1'F.l'.'V!_E.N THE- LAYERS GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING � AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC W/ MIN 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION INHERE THERE IS USEABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFT STOPPING SHALL DIVIDE THE CONCEALED PACT INTO APPROXIMATELY EQUAL AREAS AND iNSTAL.LED PER F 13C R302.12 Px R302.12.1 • PER FBC R-3.12 1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY" FROM THE NOSING OF THE TREADS • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN ! SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE j INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS. WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS: SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCH FION, G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED, IF ANY OF THESE ITEMS LISTED IS !NSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED a PER FBC R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312 2.2 • GAS OPT. PER COMMMUNITY. VERIFY WITH BLDR i • C.J. = RECOMMENDED MASONRY CONTROL JOINT LOCATION i • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING LO O O W APEX -� U LU N Z_ N W m lY W W Z Z � W tds Q true design studios j O 1 9000 REGENCY SQUARE BLVD. N LL. SUITE 100, JACKSONVILLE, FL 32211 � 904.821.5200 p F_ N O DeRsHOMON' U � O J IL Q C U -Q Z O J Z TZ W X W J a WLU U)a } m ❑ = Z W W O U)Z O w J Q O Q Z d• W 0 d' J W o ►= W W Q ~ 00LL TM W Q X 0 O � Z ❑ = W U Z Z Abbott Park a W -- u- °- LOT 006-02 w -- --- - -- ------ -- - Q U W W PROJECT NO: I- 2020.004116 Z DRAWN: DO w CHKD: U_ JAC O 0 0 LO U) w J Q U U) U) CD Z_ ❑ U) 06-08-2020 O Z REVISIONS: No. Description Date ❑ -- w -- - - --- w w --- _j Q -- - U A000O Z O :)ocuSign Envelope ID: C1150073-72E1-4C6A-B7BF-94DA94F65BB3 c C CMU COLUMN (RE: STRUCT) 11iti `_l CLC• !� Y 0 10 0„ 5'-3 1 /2" — I 3010 FX TEMP 8'- 0" H.H. 6'-0" 13'-6" 65'-0" 58'-11 " 3050 SH EGRESS 8'- 0" H.H. _ _ 127 107 1 ° 124 42"x60" - L? 122� '36"x65 1 00 O W NERS BA TR 2'-5" BEDRO O M 3 - I 9'-4" CLG 9'-4" CLG J N_ I LL d 9'-4" CLG 9" v - - - M 2 1 _ ch 266e Z I 106' n n 'L J1 M X J- 8-4 o BREA KFA ST 9'-4" CLG 3050 SH 8'- 0'I H.H. i J I st 1"EL F1 0 0 R PIAN 1/4" - IA'' WHEN PRI ; , I' GREATROOM 9'-4" CLG 2'-0 1 /2" --- --- 4 -0 2'4, 5'4" 2'-8" 11'-10" 3'-4" 8" 6" — 27'-7" — 23) �I 00 -- - w col W N CD 00 OC N N NLn DD 9_4,IG; V1 N 00 Q0 9'-4" CLG N ti ' Lm= O M d' I1061 I 1'-0" 3'-0" 3'-O" 5-5-1/2" M 10 -�, - - -- FO YER 0 FQ07il 9'-4" CIL -- �: I i I - 1 c� - 102 h T DINING ROOM 9'-4" CLG 19 5o 9'-7" q, 11, 2,-4„ 3'_0" 6'-1„ --- —J.— - r---I FL I I 10� 5 SHS I — — — — — — — — — — — 00 Ln MECH I� I 101 ° ° ° 10 �, 9'-4" CLG 163! I N I [10 N M\ �, I I 3068 �`IUI �130� 14f,---- 1' 1 1/2�, 4'-4"/ 00 -- (TYP) (TYP) FC) MIC HEN 00 L� 9'-4" CLG _ "' 1AUNDRY 141' � 9'-4" CLG L143 O 160, - -- --- x - 161 i 140 O O [1401 21'-5" 65'-0" 56'-8" -11 Ol _ I 1 � I � _ co c" _ C51 I m I.L. o bo l i In CD I I CD BEDRO O M 2 --- -- - 19 9'-4" CLG CO w ! I W - i = o N o00 it CD I i m M i I 9'-101, ; 1 IN'IItY I I 9'-4" CLG I I � I I { { BO ENTRY W/(2) 1080 SIDELITES (TEMP) - --- ----- -- I I GARAGE 9'-4" CLG o o FLOOR PLAIN KEY NOTES I:SEE SHEET AOOO FOR GENERAL NOTES) 100 PROVIDE FURRING AS NEEDED a LO 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N O) p 103 42" HIGH HALF WALLWITH CAP p 1;4 DOOR HEIGHT DIFFERS APEX - (FiE COMMUNITYBLDR SPECS) N 1,95 - INl'RIOR FLAT HEADER at 8' U.N.O. w (L;EE PLANS FOR WIDTH) z v ICES - INTERIOR ARCHED HEADER (from T-4" to 8') W (SEE PLANS FOR WIDTH) m 107 SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER L CONTROLS POSITIONED BELOW NICHE w 108 EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW w 109 - 36" HIGH HANDRAIL _z sl 110 - SELF CLOSE: DOOR IS 1 3/8" MIN SOLID CORE (`)tds -OR- 20 MIN FIRE RATED z 111 - ATTIC ACCESS - SIZE AS NOTED w N 20 MIN FIRE RATED Q { £� tcsd'stss �j 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (,SEE PLANS FOR WIDTH) —1 9000 REGENCY SQUARE BLVD. 120 - RECESSED TILE_ SHOWER - SIZE AS NOTED � SUITE 100, JACKSONVILLE, FL 32211 � 121 - I1(.E SHOWER \A/Fru, CURB - SIZE AS NOTED Z 904.821.5200 q 122 VIKRELL BASE SHOWER - SIZE AS NOTED O 123 - TUB R.O. 5'-0 "ia' — 12..4 - GARDEN TUB - SIZE AS NOTED c 1'25 - TEMPERED GLASS SHOWER ENCLOSURE Q 126 - TEMPERED GLASS SHOWER ENCLOSURE w i� ON 42" H 1/2 WALL w/SLP TOP •0 j'� 12? - SHOWER SEAT AT 18"x18"x20" U 128 - SHOWER BENCH Q 129 - LAUNDRY SINK 0 4wi 1:=0 - SINK E O 'I40 - OVERHEAD CABINET i LL 141 - REFRIGERATOR - OPTIONAL Q 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD Cj 144 - COOKTOP z 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL. 'I'7 DRYER - OPTIONA!.. O —I 160 - INSTALL MECH PROTECTION PER CODE O z 1.1-3 1 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 2 162 - LOUVERED DOOR U 163 - METAL A/C STAND w 164 BOLLARD AS REO, PER BUILDING CODE ~ X W 180 •- EXTERIOR HEADER Q ) U (FEE. ELEVATION) NJ 1,91 _ SYNTHETIC STONE VENEER - _ - _ -- - Q uj w p — WALL LEGEND m z ui - w z 0_ co — r 9'-4" HT CMU WALL 1 V-4" HT CMU WALL w Q O z J LLJ o -_ W M� mow/ Q_ ~ W I..I._ H � LL U X J O O 0 z w U z Abbott Park X w U- a. LOT 006-02 w Q -- J U U) 0 w PROJECT NO. F- 2020.004116 z DRAWN', U) DO CHKD. U- JAC O 0 O u') (n w J U W CO z_ Q 0 06-08-2020 O z_ REVISIONS: No. Description Date -- w U) -- w 2 w --- --- Q U W I— A110 0 O 0 DocuSlgn Env, t 0073-72E1-4C6A-B7BF cj4r)0•S+.Irr,' 1;93 ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF ti E O 201 • ShaINGLE ROOF 202 - TAMKO OFF RIDGE VENT r 203 - LOMANCO ROOF VENT O O 204 - MILLENNIUM ROOF VENT � �PEX .� 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT U V N 221 - CEMENT PLASTER FINISH - OVER. CONCRETE z MASONRY SHALL BE 1/2" THICK TEXTURED PER - 12 i�OMMUNITY SPECIFICATIONS U r SEE GENERAL NOTES AOOO FOR SPECIFICATIONS O�L� 5 222 CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS LY SHALL. BE 1/8" (3 COAT) TEXTURED PER COMMLINITY W SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER W 1st LEVEL BRG _OR 1st LEVEL BRG 1st LEVEL BRG ---- — -=- _ _= -- =-------- -- 1t LEVEL fi+�BACK --------- _ _ -- -- rHEr�7 iING r�FR STRUC iURAL DRAWINGSIRE LATH, OVER HOUSE WRAP . TOBE_ - - - -- 9 4 9 4 — --- .. - 9 4 .• .•..-•-- Z r n APPROVE F P r p I I R CRllF3 N , FURRED ED OUT FROM BACKING FROM AN A R01� E I I '1 � "i W r I ^^`` I - W U. - r c D N - CTH D i J A COF7 A CL V1f,Tl-i t-BC R703.7 f M METHOD r 3 sfttti`st)5 I;; n Q L�1 ' i - S I - tiF r F R 1-- Ti SEE GENERAL NOTES A0 FOR SPECIFICATIONS I 'A ON i L O 00 O 5 E., G ti - CEMENT P I . 3 FIBER ME _A SIDING ?Z [3E CE T 2,_4 - FIBER CEMENT SHAKE SIDING f B RC KESC G O J 9000 REGE NCY SQUARE BLVD. T A Q "R CEMENT BOARD &BATTEN SIDING 225 FIBS CE E O G - - W c - 1st LEVEL FI FE FL 2211 1 FF , SUI TE 100 JACKSONVILLE 3 t LEVEL E - s LEVEL FFE ,"; _ .�= 1st - - - ---- - - - - - - - . , ___..__. __ _ _ YN"f TI T N V �NEER 726 5 H E C S O E E E FFE _... _ �- _ 1st LEVEL -. . _ _ _ _. - r z - ----- ---- - - J' - 2_904.821.5200 �_ 0 0 0 0 0° .. - - ' 221 • .• . • .- - . -, ....; ,...:.-. ..-. �. - - ..., , •. • ::.., _ 0�, :, ,: .. . , ... .. .. . 221 .. , •. 22t3 - BRICK K VENEERD O 'L7 � Q .w Hl 1 �' A 110 N RIG HT -EMNA MO N 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN O C -- q^ 1/8" = 1'-O" WHEN PRINTED ON 22"x34" 259 - 2"x TRIM - SIZE AS NOTED O 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. DIRSHOMON, 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. U 262 .- 1"x TRIM - SIZE AS NOTED .� 263 - DECORATIVE SHUTTER - SIZE AS NOTED ❑i�:�/ 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT � ARING HEIGHT 265 - DECORATIVE LOUVER - SIZE AS NOTED O ! - INISH at BEAM PER 266 - 4" DECORATIVE DRAIN TILES L PLAN (RE: ELEV) 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND Q c PT 2 [CLUCKING at COLOR IS DETERMINED BY THE BUILDER'S SPECS ' OF & BUT OF z REAM � 280 -. EXTERIOR WALL MOUNTED LIGHT FIXTURE _ MTL FLASHING at COL CAP ti OF LIGHT TO BE 6'-0" A F.F. U.N.O. SET IN BEAD OF CONT J U ,iE ALANT PT 1 x BLOCKING at CAP —t O NI.AIN TAPERED COLUMN Z WRAP INSTALLED PER MFR 0 WRITTEN INSTRUCTIONS W p 12 0 ` W; 4" CAP & BASE PER wa W 5 r- BLDR SPECS W X W W �r/n� r"xs° PT COLUMN 1st LEVEL BRG 1 St LEVEL BRG EL VJ 2x PT BLOCKING 9' 4 -- --- - _.-- 4 } -_� Q W i STONELEDGE 171 mi L W DECORATIVE z O t) STONE VENEER Z 1st LEVEL FFE _ _ 1st LEVEL FFE A 0 Q 16" CMU BASE Uj a ? 1221 220G O w REA R, REV A 110 N Q F.F.E.-�- 1/8" = V-0" WHEN PRINTED ON 22"x34" O W ,ONCRETE qq _ SLAB at ENTRY W W Q 1— 0 E— ❑ C) �■„■ LL � 1 0111 VIN., II)ME. A24)41 I WHEN PRINTED ON 22"x34" Q 0 X O O z J O - O ❑ ROOF VENTILATION_ = W z VENT VENT PROP LINEAL PROP z � Abbott Park � Area HI("H L /V # RATIO HIGH FT LOW x e- W LL _ w LOT 006-02 w 2537 SF 60(� Ir 30 n. 4 144 57 125 1148.75� - - U w BUILDING HEIGHT AFF HEIGHT ABV GRADE 12"x24"[265f - BUILDING HEIGHT AFF PROJECT NO. Q _... ----- -- -- 2020.004116 z �oils°-�---�---------------------is'=ails° � —-----�-------- ----- ------ � _. ,-:------__ __..... -is� o7is�� WI DRAWN N; p 12 Q - UL AC — — — 223} \ N £s`: (TYP at 4' 260 - o GAE3LE:E._NL�)' _, _. _ - 5.12 - - ---- ��! -- '?a 12" LU ._ ......... _ - — -- ---- - -- - - _----------------- - _--_------- ��' 1st LEVEL BRG cUn _�f' -- — — _ - - - - ---- - -- - LEVEL - --- 9 4 ---- A0 -- -- - -- -- -r- - � ; 280 [ - - ----- --- --- ----- ---- .�' � � i � :Jf[' �' _ ..��- �(- j [ r_ -i �263i10"x60" - i I Z RIDGE 5.12 s 6„L260 Cl I i � I II� I• i � '� " I � I - 4" 260l - - - - - --F-7 11227; i ­:1 L L L226] - - V fI 5:12 7LJ L_L__' �..-1-� - REVISIONS: Q - - I ,I -- - :.: I I I No. Descri tion Date -: __ __--- -- _ __ - - --- .-� _.. _ : I .� - - 1st LEVEL HE - :�.i_ �r _._�L­-j-=-17 1 L- - t �!.._ :..I_ I ._. ------------- 1st LEVEL HE - --- w -- - -- FRO N T EIEV A 110 N w \� 1/4" = V-0" WHEN PRINTED ON 22"x34" - U . r-- ROOFYI.\N z z 1/8" = 1'-0" WHEN F,ki A200 0 )ocuSign Envelope ID: C1150073-72E1-4C6A-B7BF-94DA94F65BB3 INSULATION BAFFLE BETWEEN -- - - -- TRUSSES INSTALL-ED PER MFR WRITTEN SPECS FIBERGLASS SHINGLES ROOFING INSTALLED PER MFR .SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL..) 2x4 BLOCKING at 24" OC ALUMINUM DRIP OVER - - 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VARIES (RE �= ROOI_ PLA!4 k i I VENTED SOFFIT INSTALLED -- PER MFR WRITTEN SPECIFICATIONS NOTE: APPLY SEALANT AT ALL. EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C _ 834 AND ASTM C 1193 FIBER CEMENT - OR VINYL LAP SIDING PER COMMUNITY SPECIFICATIONS STUCCO PARGE COA.; --- GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL.. SIDES) VARIES ERE r12 r- LE:VATiON) 1st LEVEL TO_B rihVARIES _ i~ (RE: ELEV) t-- INSULATION PER CODE -- -- 2" MINIMUM SAG RESISTANT � CEILING GYP BIRD PER FBCR TABLE R'702.3.5 - POURED BONDBEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al 10/A*120) FOR WINDOW SIZE. RE: WINDO`tN MFR SPECS FOR CODE COMPLIANCE AND LINSTALLATION DATA -- 1/2" GYP BRD OVER ALUMINUM FOIL_ INSULATION "Jr 1x2 TREATED FURRING STRIPS at 24" O.C. MAX --- 1x TREATED FURRING TYP at TOP & SOT OF BLOCK WALL MAIN FIN FLR 0'-0" �— INSTALL VAPOR BARRIER - IN ACCORDANCE WITH ' - ---- ASTM E 1643-98 - -- -- FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) I ALL SEC, ION A 11.IC; :-,CALE: 1"— V-0" O � U ' En O O o co APEX I -- co U w4- Z x m w LU z 0 z ds w 16 Q true, design studios (D O -J 9000 REGENCY SQUARE BLVD. v SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p Q -0 ry O i a 019HOMON' J L _< E O a Q U z_ 0 O J O z U w F- x m w i W � w OC m d z w w O U) z _ o Q C w � O z � Q '�' w w J 0 qq LW w Q 00 ry Ll� ILL Q x O O O 0 z w _ 1 1-- U z Fw- Abbott Park 0 x a w LL. °- LOT 006-02 w <L Q U 0 w PROJECT NO F- 2020.004116 z c� DRAWN: DO w 0 CHKD: IL JAC O 0- - CD LO CO ` w J U z 0 m 06-08-2020 (D z REVISIONS: Q No. Description Date o v� --- --- 1 w F- Q - U F- O A400 O F) DocuSign Envelope ID: C1150073-72E1-4C6A-B7BF-94DA94`7e.'r13133 TRADITIONAL HARD -COAT - STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. VERTICAL AND HORIZ CONTROL JOINTS AS REQ'D FASTEN ZIP SYSTEM SHEATHING AS REQUIRED BY ENGINEER -OF -RECORD AND/OR - LOCAL BUILDING CODE TOP EDGE OF WEEP SCREED TAPED To WALL SHEATHING WITH ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC148) CODE -APPROVED VINYL WEEP SCREED TO LAP CMU WALL MIN 2" — CMU MASONRY WALL *ZIP SYSTEM® SHEATHING IS APPROV[P TO REPLACE THE FIRST LAYER OF A TWO LAYER UNDERLAYMENT SYSTEM. 'J Y ZIP SYSTEMS ® SHEATHINr HARD COAT STUCCO AT 21 BLOCK TO FRAME TRANSITION) hese construction details are prov ded to assist in ttl: r , and may not apply to every situahun Ma^ufactwer ao t . of these or other construction det.uls ()F WA i ER -RESISTIVE :MEAHI_E BARRIER WITH LEAST EQUIVALENT -'Al BI III DING PAPER. fill ® TAPE i id I i D OVER ALL JOINTS •TEM SHEATHING.) f f ,APE A MIN ALL I -JOINTS —118" GAP RECOMMENDED AT PANEL EDGES Wi' H L- V E L WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS ® SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENI PANELEDGES ZIP SYSTEM ® TAPE (INSTALLED OVER AL JOINTS IN ZIP SYSTEI SHEATHING.) OVERLAP TAPE A MIN OF 1" AT ALL T-JOINT: 1/8" GAP RECOMMEN FASTEN ZIP SYSTEM REQUIRED BY ENGINI AND/OR LOCAL BUILE CMU M 'LIP bY5 I LMW SHLA I HIND IS ANt'KUVtU I U REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM, ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT 2ND LEVEL BLOCK TO FRAME TRANSITION) hese construction details are provided to assist in the installation of Zip System O product(s) and may not apply to every situation. Manufacturer accepts no responsibility or habdl�y for the use of these or other construction details. WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS ® SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENDED AT PANELEDGES ZIP SYSTEM ® TAPE (INSTALL OVER ALL JOINTS IN ZIP SYST SHEATHING.) OVERLAP TAPE A MINIMUM OF V AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT F FASTEN ZIP SYSTEM @ SHEA' ENGINEER -OF -RECORD ANDK *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT SLAB ON GRADE These construction details are provided to assist In the installation of Zip System ®product(s) and may not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. TRADITIONAL HARD -COAT METAL LATH - ill I ._ t_ L v 3 R Ri STUCCO INSTALLED IN ONE LAYER OF WA"I FR F'rSISiIVE ,. C; �o�)E:;,,r r; SCr .1TG f ACCORDANCE WITH THE VAPOR -PERMEABLE RCS ,BIER','AI ! y..,T I". Af_' ORDANCC MANUFACTURER'S OR THE PERFORMANCE A T LC: E?i�l JH, ,;N T PORTLAND CEMENT ASSC. TO GRADE D BUILDING A, ER �I fN 11 tJ!,i=AC UREF:'S (PCA) RECOMMENDATIONS -ZIP SYSTEM P, ECON! IV1t NC)ATIONS WITH THE MOST RESTRICTIVE t CONTROLLLING. HOOD ;,R LT TOP EDGE (il- VVEEN SC:PE-ED NATURAL OR MANUF TAPED TO V1r.:.t. SHEATHiN'5 VVITI i STONE VENEER I ZIP SYSTEM:, TAPE OR ADHF SIVF INSTALL IN j FOUNDATION BACKED F'LAC,HING. (MUST- MF E F ACCORDANCI IL, L.f AC148) WITH MANLY-ACTURER'S RF(;,fDI`/!MFN[)A.TIONS lVt VERTICAL AND HORIZONTAL ` CONTROL JOINTS AS NEEDED. FOUNDATION - DESIGNER -OF -RECORD TO SPECIFY A. TYPE AND LOCATION. t)F;li CC ELAS! !iNG OR v'JCF SCREED IN ACC(:�RDANCE WITH CODE -APPROVED WEEP \,"A NI IF-At: TURER'S SCREED AT BASE OF WALL REC:UMME.NDATIONS AT B.A.SE OI" ZIP SYS f EM WALL 5HF ATi-IING *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® HARD COAT STUCCO AT SLAB ON GRADE These construction details are provided to assist in the installation of 71p System ®product(s) and way n ,. pi)ry to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction r' - ZIP SYSTErv1(bSHEATHING.* LATH 'ZiP S'r STE:f\1's^ Si itCAT! iiNG IS APPROVED TO R,FPLA(;i. TIE rlRf 1"f I_.AYER OF A 1 VVO-LAYER UNDERI AYMILN'i WOOD OR LT. GA. METAL STUDS ONE LAYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO GRADE D BUILDING PAPER TOP EDGE OF DRIP EDGE FLASHING TAPED TO ZIP SYSTEM SHEATHING SURFACE W/ ZIP SYSTEM TAPE OF ADHESIVE BACKED FLASHING. (MUST MEET AC148) LIP SYSTEMS tOR SHEATHING w/ ADHERED_ STONE AT SLAB ON GRADE i*,. Se , .,I' U: t \!O! I o 3 ,, t it tr ;; ns`allator o`? �� Ii y5,1 � : proruct;o) and may not apply to ?a 1e tarty o, `•" h ,lep c, t"reae or other construction details. ►� a r~ O :0, z Cl Cl) APEX w z N W w /Iw z (D z t S w Q true design studios 0 O —J 9000 REGENCY SQUARE BLVD. (D LL SUITE 100, JACKSONVILLE, FL 32211 � 904.821.5200 p c O � � m 4� 0 U D�RiCN FE O J ILL Q U z } C� O O z U w I— x W IL W U) � o w m z w W z O U) o �- w Q O Q Z w O w w Q 00 o ILL r Q x 0 1 ° z w = U ~ z Abbott Park x IZ w LL CL - - - LOT 006-02-- - -- w Q U m PROJECT NO: Q 2020.004116 z DRAWN: DO LU CHKD: LL JAC O 0 O LO (110 J U U) z i] 06-08-2020 O z REVISIONS: No. Description Date w W w 2 F- w J - — ----- U 0 A405 z O 0 )ocuSign Envelope ID: C1150073-72E1-4C6A-B7BF-94.;Ag4F-,-DBB3 WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. O 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ® ®FOLD at 77' WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES ROOF/WALL SCREED ��4----15x5 WALL FLASHING \ W� wZ o zw a>_ FELT UNDEf2�Yfj4E J t SHINGLE ROOFING J1Z DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, FASCIA WRAP MECHANICALLY FASTEN 4" O.C. MAX WALL KICKOUT FLASHING r� X FLASHING (SEE DETAIL) WATER TIGHT SEAL (BEND OR SOLDER, NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF.SPECS' BLDG PAPER UNDER'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUJ OPL.NiN(a !N APPROVED HOGSL-.YI RAP j FOR BOX INS I ALL/-,) !0N - - - �I !i e 'I ! WRBIAYCR# ;i(Ii;<;C± ij Y% I WRAP „ JI WOOD StiLATHING STEP #1 APPROVtU I-ii�U„L.'J11Rr.E 'II ilI y Ili I Li 1T SUC1 f TI IAT NO — MEMBRANE- ENTES 6OX APPLY TO FACE. EDGE: APPLY E-Z BEAL) OVER 60 MIN GRADE. D' FELT -PROVIDE SEALANT AT ALI. JOINTS AND INTERSECTIONS STEP #3 STEP #5 WRB LAYER #1, STUCCO WRAP CUl "X" INTO SELF - ADHERING NIEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVEF APPROVED WRB LAYER #1 ELECTRICAL RECEPTACLE 2x SUB-SANU`W/1/2"X'' NOTCH @ END, WRA.PPFD iN PEEL 8 STICK 1„ DRIP EDGE %s' TEXTURED 1 FINISH @ WOOD15` j-EXTURED 1 1/8" Fv FINISH @CMU ' METAL FASCIA WRAP FRONT V STUCCOI, 1," FROM WOOD WALL \------- EXTERIOR WALL (FRAME OR CMU) Ay _ \ NOTE NOTCH FOP 2x6 SUS' IROOF f<iCr; G�fi \ \BAND ONLY j RLMOVEL) FOR C.I_ARITY rt`.. OA ELEVATION �. PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6%8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 1,"x4" NOTCH CO ENU METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @ WALL Lz6 SUE, B; WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE D' FELT OVER SELF"• ADHERiNG FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN a' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W1112"X? NOTH @ END, WRAPPED IN PEEL & STICK `ROOF CEMENT @ ROOF EDGE OMITTED FOR C LARiTY `'CIS BAND DETAIL (a. WALL WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 1' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK 'ROOF CEMENT @ ROOF 7_DGE OMITTED FOR CLARITY AIL (d-) WALL W/ KICK -OUT SCALE: N.T.S. � O d' U L O ° U) APEX U W O Z_ Q) W Q m w W W0IIIII00 ^w\ Z 0 Z tds LU a true design studios O —1 9000 REGENCY SQUARE BLVD. N U_ SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p �c O Cf- O DiftsHOMON' (D U L O� J U_ a U 6 Z 0 O J O Z U W x W a Uj U)p W 00 o = z W W Z O w � �/ O I— W J Q O Q Z �' W p d' W ° W W a �- w w U_ TOM UL U a~ x O O Z = W U ~ Z Abbott Park a W U_ a. LOT 006-02 W U 0) o W PROJECT NO: 2020.004116 z DRAWN: DO LLLI CHKD: LL JAC O 0 O LO W J U >Z 7 06-08-2020 O Z REVISIONS: No. Description Date W w W 2 - - I— W _J a U co 0 A500 Z O 0 )ocuSign Envelope ID: C1 150073-72El 4C6A-B7I3F-94DA94F65BB3 L 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS FLANGE CASING BEAD CASING BEAD at WN SCALE N.T S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH 8" CMU ht C, ONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD > (AM66-ANGLED-1 250) Vq Z z LD m Uj W LULD _l LU LU LL < > )K' x X. VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY 1"AISED BAND at BLOCK SCALE: N.T.S. E) uVER PRE -SHAPED STUCCO BAND �LD W/ SLP TOP INSTALLED PER p1[ STRIPS MFR WRITTEN SPECS (RE: N"I "Al'! ijyp) EL EV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) A)!) BUCK—/ VINYL FLANGE CASING BEAD r. if FI)ED—/ INSTALLED PER MFR WRITTEN SPECS (TYP) %" BACKER ROD W/ SEALANT ;-RIOR EXTERIOR HEAD at CMU SCALE: 1 ti2" = 1'-0" PRE -FORMED CONTROL 5/8" CEMENT PLASTER JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) CONTROL JOINT - VERTICAL - CMU I SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING at 7"O.C,) CMU 1/2" (MIN) STUCCO FINISH . TEXTURED PER COMMUNITY -A SPECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ 48" STUCCO FINISH RE. STRUCTURAL) GYP BRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) WOOD BLOCKIN SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1 x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 1 �2" = 1'-101" STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALVD MI "Z" FLASI r)n NOT (,8 —.1 — SEAL OPENING 1 1/4"X6" SIMULATED WOOD TRIM MEMBER Cr:Al r'-AD %A// CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4"MIN) PRECAST CONCRETE SILL BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD GYP BRD OVER INSTALLED PER MFR 1x2 TREATED WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP) %" STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 1 ti2" = 1'-0" ELECTRIC METER — FIELD VERIFY LOCATION AREA TO RECEIVL .-j STUCCO SCRA 1-CH COZ;' I & 1 COAT OF PAINT WI BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION {X ELECTRIC METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCHCOAT AND ONE (1) LA,'ER OF PAINT PRIOR TO INSTALLING ELECTRIC i"OETCR CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ('GREAT STUFF" OR ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. 0llVllL^m) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S FIBERCEMENI -OR- VINYL LAP SIDING OVER APPROVED HOUSE -WRAP INSTALLED PER FIN131-1 CX)/k'FlNG OVER MFR WRITTEN SPECIFICATIONS S 31_!1)(_:(-,0 FlNlz'�`l EXTEND HOUSEWRAP f',ALV I'A I L I /""TI i OVER NAILING FLANGE WD SHEATHING J II cwi__R1 , A FFLIF OVER , (RE: STRUCT) 'I VA 1I.:A] I iING [:-Az, I LN i MTL DRIP FLASHING W/ HEMMED EDGE SET IN CONT BEAD OF SEALANT TRIM (RE: ELEVATION) < EXTEND 12' SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT f'­\PJIFJE STRIP SELF ADHESIVE BEAD OF SEALANT fLASHING, CLEAN MASONRY VINYL FLANGE CASING BEAD BEFOR'r APPLYING -2 INSTALLED PER MFR 1/2" r Nift �, I'L)CCO FINISH WRITTEN SPECS (TYP) x �Yj TLXTUED RPER (,OMI\AUNI_!`Y SPCCIF(1'A710N5 1/2" (MIN) STUCCO FINISH X TEXTURED PER COMMUNITY �xn SPECIFCATIONS �'_+_ JV STUCCO, SIDING. HORIZONTAL MATE R1A,L__1_RANS ITION (FRAME TO BLOCK) SCALE: N.T.S. ivii IN (RE. SJRUCFORAI.; 12" GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PF;,j_' C), 'LAN - PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED NEEDED V INTERIOR (-)H, DOOR HEAD at CMU SCALE: 1 = 1:-0" CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) GYP BRD OVER "'MU! TYP) CONTINUOUS BEAD OF SEALANT PT 9y I SELF ADHESIVE -OR- FLUID FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE A APEYATI MO R FRAME V INTERIOR EXTERIOR DOOR JAMB at CMU SCALE: 1 ti2" = 1'-0" E 0 LO r1_ >: a b 0 0 z c APEX m w I LU LLI Z_ 0 z LLI tds < true design studios4) 0 j 9000 REGENCY SQUARE BLVD. 4) Z SUITE 100, JACKSONVILLE, FL 32211 "; cn 904.821.6200 0 0 0 11H MON 0 IF 4- < # 0 LL < 0 z 0 _j 0 Z Lij F_ x LLI 0- < U) x w LU z Lu W 0 Z U) 3: 0 wi>J Q 0 z w oI W W W I-_ < 00 � 0 0 LL LU U_ < U) x 0 o 0z j 0 0 Z w m I-_ 0 z w Abbott Park w U- LOT 006-02 w U) 0 w PROJECT NO: 2020.004116 z DRAWN: U) DO w 0 CHKD: U_ JAC 0 O LO cn w U) Z_ 0 06-08-2020 z REVISIONS: No. Description Date WI U) LLI LIJ _j < 0 U) 0 z A501 0 0 )ccuSign Envelope ID: C1150073-72E1-4C6A-B7BF 94DA94F6 13133 i I ALTERNATE AC COND LOCATION U I s t IEV EL If1 Fk 1/4" = V-0" WHEN PR!w I , I - ............ 1!I A I VP VP FI VP A I A !_ I t GFt� �\i I i - Va'1 a I 2 T-9" I'--"01/2 vJ ® AFI \W�: /. / I u AFI , O AFI Jt �J N AFI 3i cLU WP GFl .; II a !i t --- --- --" - �< AFI 3 $ ?H ......_..,.. ,,�n� ..r.. .:v: ^...w µ... I� i T1-11,IC A L PIA N 14 ELECTRICAL LEGEND -- I rSIl . NGLE POLE SWITCH � T �j� DOOR BELL BUTTON `* 3-Wv^ Y SWiT CN CFI DOOR BELL CHIME i !; 4-WAY SWITCH GARAGE DOOR I BUTTON y DiMMER SWITCH GARAGE DOOR OPENER 'N 220 VOLT OUTLET 8I GFCI DUPLEX OUTLET GF j ;;f DUPLEX OUTLET T- CEILING OUTLET Af-CI DUPLEX OUTLET CLG FLOOR OUTLET - f l F e— JUNCTION BOX r I SMOKE DETECTOR CARBON MONOXIDE CC/ CARBON MONOXIDE & j DETECTOR SMOKE DETECTOR r TELEVISION OUTLET NETWORK OUTLET PANEL SERVICE PANEL PH TELEPHONE OUTLET - I SERVICE METER I m - - -- m GARBAGE DISPOSAL �} WALL MOUNT LIGHT 1 r SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT f kTAIR LIGHT BATH FAN & LIGHT 1 COMBO - VENT TO EXT i BATH FAN - VENT TO EXT CLOSET CASTER - CASTER ( LIGHT UNDER CABINET LIGHT FULL CHAIN LIGHT" -4)- KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING LIGHT HANGING HANGING PENDANT ¢ MINIATURE PUCK i LIGHT 4,!Nl LIGHT E i..E D FLUSH MOUNT —r1l RECESSED EYEBALL I j DISC LIGHT LIGHT FLUORESCENT LIGHT FLUORESCENT LIGHT s i RECTANGULAR ® FR- ROUND '' ��• ,� `` -;' PRE -WIRE FOR CEILING FAN CLG FAN ROUGH -IN LIGHTED \ `Alf, PRE -WIRE FOR CLG FAN w/ CEILING FANS. LIGHT ROUGH -IN I— rl— 0 LO O O U) APEX a) w Z_ m w w 'Al, 6 Z Z � W tds -6 Q true designs studios N 0 IY O -j 9000 REGENCY SQUARE BLVD. it IL SUITE 100, JACKSONVILLE, FL 32211 c Z 904.821.5200 p O 41 O C O 11HOMN' � L_ .<. a lei O J LL ,r Q U a)Z C� 0 O z W I— x w uj v J ' ^ d Q LLl > W 0 z w W Z 0 / V) O w J Q 0 z �• Lu 0 o �' � W �- W LLl Q 00 O� 0 ILL Q I` C) _x O 0 O 0 TZ w 1 { U Z � Abbott Park cr_ x a w U- n LOT 006-02 w Q J Q U 0 w PROJECT NO f- 2020.004116 z 0 DRAWN: DO w 0 CHKD: L.L JAC O 0 0 LO w Q U U) C� Z Q 0 U) 06-08-2020 (D z REVISIONS: < No. Description Date 0 --- - w U) - -- - - -- w w J Q U U) I-- O El 00 Z O 0 '1 I )ocuSign Envelope ID: C1150073-72E1-4C6A-B7BF-9,IL)i',�j,IF6l�P•B3 DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes 6"' Edition (2017) Code for Design Loads ANSI/ASCE 7 ROOF LOADING' ................... Cd - 1 25 TOP CHORD LIVE LOAD...... 20 PSF TOP CHORD DEAD LOAD..... 7 PSF (TILE BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE 20 PSF ATTICS WITHOUT STORAGE 10 PSF (NON-CONCU BOTTOM CHORD DEAD LOAD 5 PSF WIND LOADING .................. ASCE 7-10, 3S GUST ............... BASIC WIND SPEED C,i 160 139 MPH EXPOSURE CATEGORY... C BUILDING CATEGORY........ 11 ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFF 018 C&C DESIGN PRESSURES.. ._ _ (SEE TABLE_ FLOOR LOADING .................... Co _ '• 00 TOP CHORD LIVE LOAD,..... -40 PSF TOP CHORD DEAD LOAD..._ 10 PSF BOTTOM CHORD LIVE LOAD 0 PcF BOTTOM CHORD DEAD LOAD - 5 PSF l )I 1. SPECIAL FLOOR (GAME ROOM) CAI NC C - OC TOP CHORD LIVE LOAD... . . 60 PSF TOP CHORD DEAD LOAD..... 10 E'c;F BOTTOM CHORD LIVE LOAD _ 0 PSF BOTTOM CHORD DEAD LOAD 5 PSF MAXIMUM FLOOR TRUSS SPACING; 16" 0 C - DEFLECTION CRITERIA LL / 24:' ROOF TRUSSES ................ ... TL r 18, TL MAX FLOOR JOIST OR TRUSS... ... LL 48() TL :' 360 BEAMS' ................................._... LL 360 TL 240 NOTES: .1. PORCH BEAMS AND BEAMS SUI AUK I ING EXT ERIC)h Vv• ABOVE SHALL NOT EXCEED %n" DEFLECTION 'TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURE, i WINDOWS AND DOORS EFFECTIVE ZONE DESIGNATION WIND AREA IZ -Interior Zone (psf) EZ End 7 0 - 20 ft2 +28.54 -30 96 + 2 8 54 21 - 50 ft2 +27.17 -29 59 +27 17 51 -100 ft2 +25.52 `27 94 +25 52_ 101 - 200 ft2 +24.25 -26 67 +24 25 VINYL SOFFIT MAX PRESSURE (psf) +28 h GARAGE DOOR WIDTH' PRESStJF 8 FT 4 10 FT +2_ 16 FT +. ; -- - -- 18 FT "GARAGE DOOR HEIGHT MAY BE 6-8' OR HIGHEP END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301.2 (7) 1 ST FIA O R 40FT (TYP) END, DESK TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTES 3,4 p O STUCCO AND DIRECTLY MIN 1%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%s' 24/16 = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O C. AT PANEL EDGES, 12" O.C. IN THE ^ t- N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. wwP _jT.O W ? ALL OTHER VENEER MIN ;/6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL (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) a Y 0 TILE ROOF MIN16/2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION z w NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND o w 8" O.C. IN THE FIELD O w z SHINGLE AND METAL ROOF MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 = V (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 /2 T&G OSB OR PLYWOOD W/ loci COMMON 6" O C AT PANEL EDGES 12" O.C. IN THE (NOTE 5) FIELD. MIN Y6" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON. 3" O.0 AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN %2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /6" COOLER NAIL OR NO.6 x 1 %" LONG SCREWS @ 4" O.C. EDGES, 8" O.0 FIELD NOTES: 1 FOR SHEATHING THICKNESS GREATER THAN 1Y32" CATEGORY (32116 SPAN RATING). USE loci 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. D 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 FLUOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6 1Y32" 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 R XI STRUCTURAL REQUIREMENTS ARE /6 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PA RTIAL HEIGHT VENEER APPLICATIONS. 7 ty32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/2" 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 NOTES 1, 2, 3, 4 DIAMETER LENGTH 8d COMMON 0.131" 2-%" 8d RINGSHANK 0.113" 2 3/" 1Od x 1-Yz" 0.148" 2" loci 0.131" 3" 1 Od COMMON 0.148" 3" 12d COMMON 0.148" 3-1/4" 16d SINKER 0.148" 3-Y4" 16d COMMON 0.162" 3-Y2" TABLE 5: FASTENERS IN 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 & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1 INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: Y- 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 ETER SIZES APPLY T FASTENERS F1667. NOMINAL DIAMETER 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 Q AND FOUNDATION 2 ONNOTES1 CONCRETE COMPRESSIVE STRENGTH FOR ,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. 7 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. 8 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. 9 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 V SAWCUTS IN THE SLAB IN A 15'xl5' 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 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 OF THE FRAMING PLAN 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. TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 MITEK & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE , SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS !I (8)'% X 1 %-' SDS SCREWS (8)%" x 1 : 5-GC IN STUD'/z' 0 X 4'/i' WOOD SCREWS IN STUD (9) 10d COMMON (9) loci (NOTE 2) EMBED EPDXY OR DTB-TZ 1/2 O x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END {I (18)0.162"x2'/z"IN (18)0.162"x2 Yz"IN HTT4 STUD/BEAMFrRUSS STUD/BEAM/TRUSS (7) 10d x 1 Yz" (7) 1Od x 1 '/2" (NOTE 2) �6" 0x 6" EMBED ANCHOR HTT45 §6" f7J x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 Yz" IN (26) 0.162" x 2 '/z" IN I HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) loci COMMON II (NOTE 2) �6" 0 x 6" EMBED ANCHOR 46" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)Y4" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP " !Z x 12" EMBED a MSTA36 (13) 1Od COMMON MSTA36 (13) 1Od COMMON j a' Q x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END jl ANCHOR IN CONCRETE (7) 10d COMMON IN JIB (7) 10d x 1 '/z" IN TRUSS (7) 10d x 1 %" IN TRUSS (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING ll GROUTED BLOCK WALL GROUTED BLOCK WALL (4) ,/V x 2 %" TITEN (5) '/d' x 2 1/4" TAPC ON IN ! SCREWS IN MASONRY MASONRY i (11) loci x 1 'i 'Iry (8) 10d x 1 %" IN TRUSS (9) 10d x 1 '/z" IN TRUSS (11) loci x 1 1/2" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) loci x 1 1/2" IN (11) 10c1 x 1 %" It i STUD STUD - :, --- - (8) loci z I /z IIN „ , (12) loci x 1 /z IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) �a' O x 7" EMBED EPDXY �6„ O x 7" EMBED EPDXY (12) 1Od x 1 Yz' IN (4)''/4" x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUDji (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1 Yz" IN (5) 8d x 1 /1 IN^ {, ABU66 %" 0 x 7" EMBED EPDXY PAU66 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS ' (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1 Yz" IN RT7AT (5)8dX1/z"IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) loci x 1'/z" IN (5) 1Ud x 1'i IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUE IS{� I HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28 21F (6) 10d COMMON IN BEAM (5) loci x 1 Yz' IN TOP PLATE (5) loci x 1 Y�" IN TOP PLATE �I (16) 1 Od COMMON TO j HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER ''YV LUGT2 TRUSS/RAFTER 11 HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) Y;' x 2 TITEN (5) 0" x 3" WEDGE BOI., i HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (28) 16d SINKER IN 1,VAt_L I� ij (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING WALL LUGT3 FRAMING I, 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (1 SDS Y<" x 2 Yz" (1 (12) WS25 %' x 2 (4)%" x 1 %" SDS SCREW (4) %" x 1 Yz' WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER ------ - ' HGA10KT (4)%" x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO MITEK EQUIVALENT (4) SDS %" x 1 1/2' SCREWS (4) %" x 11/2" WS15 SCREWS __-_------ HGAM10KT IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4)'%" x 1%" WEDGE BOLT (4) %" x 2%" TITEN SCREWS OR EQUIVALENT IN IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2017-2018 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 '/i' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR 1 D ABU POST BASE ANCHORS, CS 6, AN M STA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES Y;' 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'W O x 1 %" TITENS ILO 16d. ►�iT_S1,1 ► : • 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. 1 17r_1rzNIrn i P 1 ALTERNAT;V11- FCR TFiE ;,PPLICATION SHOWN LINO UNLESS NO f LD ,)"' ! IER'VViSE ON PLAN OR DETAIL LOR ENGWt_L.rl OF RF_Ccifi2C EW EACH 4n; A osB ORICNTEU =„ i�H.N[i �,�•RD JdSP W0f-fl S T RI)';Tt!K.AJ PANEL PF Si FUC1_ NI C c)ti :LN'i i I-SL i ` 5E: 11";!Lsi. :;, (!r i/ D i_ >:. E_NGtNEERED LUMBER, 1 '/<" VVIDE, UNO. L I! 1_ { BtiAMS ARE. EOUIVAf_ENT 10 2-PI.Y 1 '/," BEAM) i_Vi_ ? CI. MI[;l<CI_,. .r. '. E^J; INE FnED LUMBEN, 1 '/" WIDE .,L PI2 ) -1�. I ::, 11 F �iLl,t•r . I %.rvi I F!• c�!NF.F-Rk=O LUMBER, 3 ,iz 'JVIJ -, LINO. F F ', �FAP,IIN ; 4NA.LL, SPCCIFiC:ATIONS Ot_i L.INL-i. ) J 1 Yr I .'1.�,! L fiFC FiONS. DETAIL. SHEE: TS IN_ t \10['. RI 'IN rr,Ll b1tiTH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM 0CIv1 I , ' ,.N i'OF.:h„E: r::, S" " ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR r- S-i. CrL.UM N r i_ NL, r t - -- --- - --- NL,I,a ?EF: Ur .)i)J'•J', .` G0 C'ONNEC I ING TOP PLATE TO STUDS. I !'-:, E'F,.0 W BEAM/GIRDER TRUSS. STUDS 9 1 n r F 1MINC' 3 SIZE AND GRADE LINO. co :L' ' . _..__ :�I ', .;TI p ,; i 1 •;nl , `i FOR _. ,O a, .• ... _. THE LOCATION OF THE STUD COLUMN _ � _. _ _.i � - _ - ` } I BO I-; OM nr_ 1.1-'t1D COLUMN CONNECTION - - -- -- 1 ST LC•JE 1_ "U^ "C: LUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN GNU i.E`•ii_L '!UD CCI_t v1N. S,RAPPING REQUIRED FROM 2ND LEVEL CGL_UMN T,", 1G F LEVEL STUDS/HEADER/BEAM 'ANCHOR' REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN ' - - --- - - - --- NUMBER, OF-'3DWC15.450 CONNECTING STUDS TO BOTTOM PLATE - --- NUMBER OF 51'kAt 8 C,CNNECTING HEADER TO JACK STUD i- - -- - '- { r:•i;; Er, .: -'- - -- ;l'P OF ': i , ,h i `Idl•I>. IICADER TQ JACK:. _0 C ' r.-L--� KIIJ.. J.ACk iRiltir> E):`_:. i:M CONNECTION ( ¢ 1 ! F`:'r t t I: ,' P(_) )t- HOL JDOWN REQUIRED AT BASE OF STUD GROUP (-RAPPING REQUIRE^ FRCIM 2ND LEVEL STUD I_"'! UJS i 0' ADER/BEAM NIofvli-sEi-' : ; r !()I.DF:;'')vVNS/:� 1-RAPS AT BASE OF KING/JACK GROUP F1( nl L71 i aC LI ' RAMING_KEYNOTE . _ ... - .. - , N:,'� r-u; ,. ..;,. ,t,•=; � .,,.;,; .:IE)L OF OF'CNIIJi � i 1 vALO AS NON BEARING I LEADER DUE. TO LIGHTLY L'I Y.A JI?I a )INS A50VE #2 >> r ' ii AL1i F, FRAMING KI YNGTE (2.; 2,<',0 ^: < - _. - NUN1FsLt, i )t 'INC,! UF)S EAGFi SIDE OF OPENING c �,K ., , 1 .'� UPS EACH SIDE OF OPENING I - ---- - LIEF" ri i c_ . i-,=,p,L) BLARING #2 SYP HEADER Nt'fP 1F N F'i,: E=' !FS IIJ I'EaC)ER T_,; • E�:':i!!N F,!'I _LI_!ME1E_R !-tEADFR FRAMING KEYNOTE 1 :1 , !_ L I 2-44-- NLJI✓i13E-R'.!r KINIG Sri1D' EACH SIDE OF OPENING - --- NUMBER OF JACK STUDS EACH SIDE OF OPENING I ----HEADER I`,A/krE F\IAL (t SL. LVL PSL, OR SYS421) j - ------ -- DE P-11-1 D 10,AD-BE7;RING EVo'P HEADER ----- ---------------- NU111F3ER C)t r-'I.IEy Ira fil•ADER (1 /," V`JIDE lJNO) HEADER FRAMING ALL F!EADT7R ' .C:K AND K;NC !1 !': ; SI1,•.LL I3E F^,STEN ED TO EACH OTHER WITH (2) ROWS 1Od @ 8" O.C. ST,�C;GLRrL 2 NON t r.AF'tINU IiEADER DU %_ Tom, ,_I,.A i_f I_Y L.:�ADLD CONDITIONS, 38" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT FRE.00:RE LGAO BEARING HEADER. SEE PLAN. 3. FASTEN ALL MULTI -PLY 1-1LADI.:KS 1C)GE FHE_R WEFFI (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4 FA, .TEN ALL HEADERS I- ) KING '.;1 LIDS FAITH (3)8d TOE NAILS . r.,. IF. HE:ADER NOT- PECIFILD, Ci''r-JT :C:T ENGINEER OF RECORD 6 HNO ON Pt AN. t:'!;N ' 11 _' T^',P i'i O KING STUD AND 0SDY4J',11E450 KING STUD TO BOTTOM PLATE CC_-NNFCTi'iN F LCJUIRLC L; ! t .,E C' rJ(NC. •'�;O SONNECTION REQUIRED FOR OPENINGS AT FIRST r Lv(:K HE7IDLR WHEN 7. 2ND L.F GI, FLOOR SYS fEfvi IS ABOVE. 7 TOP F'LA. FE TO I IEADEFR i;UNNL-C i iON P!: -t CANE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPErINGS 39 OF LESS ;R A! 1I'S' FIL•)OR +!EADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SOWCl,60'.` MAX. ^T" G'.'; A'c=;F)'71^aJ 'ALTERNATE SECTION (HEADERS),ST-5 •SPiiw- ,1�, 1Ld>:1 ;'�a;P: .. '•R 4 !=P, ; Tl:rd TF i;S;3 E;IRL c'TI. Y 7sl F ? •m h9TS OR HTS w/ (14) loci x 1-'Y2" (OP. EQUAL APPROVED BY EOR), 1ih1Nk FI[ADERSMAYBEFRAMEDAT24"Q.C. o=) >M U 0 N ►� o eI- � U ti Z C � APEX U -C W Z qj 0 00 Q� LU W Z _ 0 L z tds W -6 Q true design studios N 0 W O J 9000 REGENCY SQUARE BLVD. N U_ SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.5200 p O C C a O 11HOMON' a� U Q / +� 0 O J U_ U Z c� 0 Z U W I- X IJW ' ^ Q V J x LLJ W m Z 0 = W W O c� aO W J QO Q z dl. W 0 U' � J W O W W Q F_ 0 0 LLj LL Irm LL Q ti This item has been electronically X signed and sealed by Justin M Lanier, (� PE on the date and/or time stamp O shown using a digital signature. Z O O 0 Z = W U z Z LU Abbott Park a W U__ rZ LOT 006-02 W Q FIRAMINC NO-1 SICIALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ",tii,r;•:)I<' I: ,_ I K ,1' ( ,; a t-c E'' REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN r, !;I_ LL F' _i '�!ED Ii.,r4; F: ,'Y 1;15' I0 1hi" GREATER THAN SPECIFIED ANCHOR DIAMETER). f!i iL' ,I,/F.;F 1'OY I'.'iLiS i if_i ! !I!_ Hf-,LE: !,N 't HE CON BETE AND WOOD BOTTOM PLATE. MANUFACTURER'S I!=1CATloN,:: MUST RF i=GLLI-;'`.,'Fa:i F^,R PROPER INSTALLATION. 2 V..: ! ! iI< 1. -F'F -IF1 F.i:'-"J E)F: :;:= i`_ !tJTENDED FOR DRY USE ONLY, U N 0 ALL WATERPROOFING AND FIRE SAFETY r;`:Sr' ^J ,!E:1:_('" .:F 1 ;r_ CON" )RF:::TOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. AI.1 rvi!_ i-A i;'.:)PviJEc I'CiR. SPE ". if il_E) �:iN PLAN ARE !N ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN 1 AISi.0 2304 9. , 4 BEP' Vi IDENTIHED BY NUMBER i:,N PLAN ARE FO BE PROVIDED BY TRUSS MANUFACTURER. f` Ai; l EN ALL MULTI-F'L.Y S1 UD (,' :A_'I Jh;1Nc. APJD CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. i)PI'Ek� t.1, VEL Mi11_TI-PI Y S fUF) (J. 1,;JPS BF L;-)1V ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR ;Y M T) I_„UNDATION !rIc) I. Gi! 1,k L BLL01A1 HEADER JACK/KING STUD GROUPS) FA . I=N ALL_ STt_tJS T O'' T (:^,' !L; ;' L:1TES N' FH la`8d TOE NAILS. OR (2)l6d COMMMON END NAILS. rAS'r_N ALL TRUSSES AND RA, FPS' TO 1 OP PLATE`S :VITH (3)8d TOE NAILS. F'. All.- \11!1.11 RLY T RUISS GIRDER-' �'44D SEA. 0; 10 I iA'V,- SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THiCKNESS AND MATCHING WAL I STUD :.7Pr !FiCATiONS AS NOTED ON STRUCTURAL PLAN. UNO. 9 E X T LRIOR 'A'AI L DESIGN INUOUSLY SHEATHED WITH OSB OR PLYWOOD J U U) 0 W PROJECT NO: F- 2020.004116 z -- - --- 0 DRAWN: DO W -- 0 CHKD: U_ EAF O 0 0 Its') 011111111111111114 U) �J•.'GEN • .. U No 85166 DOCUSigned by: U) :ff 67 DEF ,j15jj Z ST °T• �� o P: ��` a R�. ��`�• Q r 06-08-2020 O z REVISIONS: No. Description Date W - --- -- - - -- ------ _ W w Q U U) I- O ST=1 O 0 MUMETAL CONNECTOR ENGINEERING DocuSign Envelope ID C1150073-72E1-4C6A-B7BF c�4DA94F�-;C,B133 r - ---- ■ I F_ - - - I I I I ! I IL ALTERNATIVE AC COND LOCATION ■ I I I ,I I I � I M ■ I � 1 —'�T-2 t ; I i I I i I I I i■ I b 0 � I , I t _ _ ti Eo J ■ A F"OUlh' AlION PIA 1/4 - i )2"x34" ec. n, 66-0 KS-1 2020 V1.0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND I HAVE MiN•JIMOM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. i • EARTH AND EARTIi FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL RE FREE OF ORGANIC MA' ERIAL AND COHESIVE SOILS. � COMPACT THE FILL IN 12" LIFTS TO AT I EAST 95% OF MODIFIED I PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR C -ONTRAC? OR'S RFSPONSIBIHTY TO CONFIRM THESE ASSUMPTIONS IF CONTRACTOR OR BUILDING OFFICIAL. DETERMINES THAT THE S()I{_ !,S RC07 SUITALI..E FOR 2 000 PSF BEARING CAPACITY. CONTACT F C,,R ADfriTiONAL FOUNDATION WORK. MAY BE REOIJIRED. •_ l;iN�C3 !_/,SS DOOR FRAMES MUST BE RECESSED INTO THE SLAB '•:'�:i)fZDAniCE WITH THE BUILDING CODE CONSULT `l,,:I!I . r'CTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. STEMWALL AND MONOLITHIC FOOTINGS ARE L•;i"E fiC1"iANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SCCTIO1'S. • 24" LONG- #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL 2L:-EN7 RANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON Hi_E'T ST-_D. FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN S"x8" DEEP THICKENED I—. 12" DEEP FTG UNDER BOX EDGE WI (1; #4 CONT g ' COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN r. 16''SQx12" DEEP F'TG 24"SOx20" DEEP FTG —� J' wr %3} ll I EW 30• 1_'Qx20" DEEP FTG - 36"SQx20" DEEP FTG w,` (4) 44 EW _F...! W/ (4) #4 EW 48"SOx24" DEFP FTG #5 VERTICAL DOWEL TYP ,NI �F5 �.4 ,Elk Tfx AS SHOWN, SEE MASONRY NOTES ON ST-1 I 2.0 A,/F-Nq TO ROOF I I I 2" 0 V E N'l TO ROOF �l I I I 1 I fi-1 I I i DRY VF: NT TO CONNECT ABOVE T. HE CENTER LINE OF 2" 0 VENT I ' 1 HE HORIZONTAL DRAIN PIPE TO ROOF L 1 I WC-1 2"0 VENT I ti o 0 O U APEX0 0 W O Z_ v U x "00 W W Z_ z W ds 6 Q true design studios O > Q O -- -j 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p I— 70 c O O ' w Q r .0 04HO140N, w O IL Q � 0 Z O O J O Z W LU JW WU) w m z w W Z O �•/ J O Q C W ,J O Q z w 0 o d' � w 00 w �= o III Q I� (n x This item has been electronically x } signed and sealed by Justin M Lanier, r- () PE on the date and/or time stamp `— o shown using a digital signature. z J 0 O CD z W = I-- 0 z IW- Abbott Park d W - u- CL LOT 006-02 W Q J U W PROJECT NO: I- 2020.004116 z C7 DRAWN. DO W 0 CHKD: LL EAF 0 0 0 LO %%J11111111111 U) S� IN LgNj .,� W GENS .0 No 85166 : U) Docusigned by: �' U) i r ST a61(j ;DEF.354U .. VV• • N AL E�� `I 0 �,##fillIt � 06-08-2020 (D z REVISIONS: < No. Description Date 0 - W U) — W I— W J 0 W H O ST=2 Z 0 0 CMU/METAL CONNECTOR ENGINEERING )ocuSign Envelope ID C1150073-72E1-4C6A-B7BF-54_ ,4y4F�7-BB3 CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° v 4 c .17r\1\ 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ Ex6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH (- - - --- - 4' (MAX 20" ° - -- DEEP) \ , } , 4" EXTENSION UNDER BRICK VENEER 12' UNDER 1 STORY WALL VAPOR BARRIER 16" 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 -7)lo- ---- --� q w VAPOR BARRIER I W w u, #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/ (1) #4 OR #5 CONT: 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 Wr SLAB W/ 6x6 W1.4xW1.4 U -)cc - CONT #5 WWF OR FIBERMESH 7 :-- e e H w ww LU U) o = FINISH O GRADE LO , /VA �;�`' \v �` vy . #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 -- ADDITIONAL OR #5 IN BRICK LEDGE E VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM 4" 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 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, 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. (1) #4 OR #5 CONT. 36" MAX VARIES PER ARCH PLANS \\\� \\�� /�7/\\/- j 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN MINIMUM 24" l-� CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMC :=H (1) #4 OR #5 90" BEND (g� 4�' C i i \\ ✓APOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WALL w' ADDITIONAL NO. 4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL wl (2) #5 OR (3) #4 CONTINUOUS MONO__LOTHIC FOOTING SECTION _- 36"MAX_DEPTH_ -- *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 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING \ SEE ARCH \ \\� (MAX 16") VAPOR E3 Kf IFR-_ -/ �i/� 12 MINA%\\ �\\\\\ /�\\X A \ VA :, .� ` t• sue/ /Xi,/ F0 'i INCH ''D fl'AR. ON Fk-U!, UNf1;ST t 6" OPT. EXTENSION IN BRICK .T LOCATIONS ON FND PLAN '2' UNDEF'. 1 S TOR r" WALL vv ITINUOUS `- ADDITIONAL NO. 4 OR NO 5 BAR !N BRICK LEDGE ?0" UN1)1'. 2 S?0Rt't;VALIL 'sal 141 #J gilt 1J1 #f4 _(JIB i lNl Li(A)S i MONOLIT-iIC__i=OOT-ING_SECTiON- CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE I ,JI_ I-.(-!A'ING -)000R. ;l:r;A.LL DEP? H OF MONOLITHIC POUR EXCEEDS 28" • Gi<C)UNU HUJACEiiT i O FTG BLUFFS DOWN AND AWAY FF10M 6-1 RUCTUP.E STEEPER THAN 1'-0" VERTICALLY PER 3 0" HORi7.ONTALLWO PREVENT EROSION OF SOIL. - CONCRETE SLAB w/ 6x6 ?;#4 0F. "' CONTI.J1jC'US --�\ WWF OR FIBERMESH a Q VAPOR BARRIER 16" ! B' ARIN- WALL FOOTING SECTION C 0 N 1.E111: Tr ... ; I_ %A1, r-y" A F.F. - - - SEE ARCH DETAILS MIN / I � F T.� A, I VAPOR BARRIER FL AN 4 CURB STEP SECTION 8" UNDER MASONRY WALL �-� L 6" UNDER WOOD WALL 6x6 W 1 4 x v' < ✓VJVF _ �, Ftt'IC f ML`,Ii �'JAR!ES SEE ARCH (MAX 16") L '12" MIN` �- 6" OPT. EXTENSION IN BRICK LOCAL IONS ON FND PLAN 12" LiN[,'L R' ! I i'L) #5 OP i ) 44 (10iN INUiJUS j ADDITIONAL NO. 4 OR NO. 5 RAP IN BRICK LEDGE 116"!!hdfk :•'Ci(:Y „rc,,_1 ver �; �' it 'lr' r,`• ..:i?R1 ii'i1!. 1_I`i 5 �..� GARAGE EXT WALL CURB SECTION.___ i`riT°t; i' FOR PRIn)R T'C C:ONSTRUC-rION IF ANY OF THE c;! u0'^Jlt'AG OCCUR e FRAIL L C.FPTI-I OF MONO THIC POUR EXCEEDS 28" +'';EZ(71Ur10 ADJACENT TO FTG SLOPES DOWN AND AWAY , ;R:)!V, STRUCTURE STEEPER THAN 1'-0" VERTICALLY F'r=F'. ?'-0" FIOR170NTALLYLO PREVENT EROSION OF SOIL. CONC:ht_7C.::iLr4E3 VV! 6x6--� ',JV 1.4 x. VVI.4 WWF OR \ FIBERMESH 0'-0" A F.F. SEE ARCH (MAX 20" ° ^ ° i ° - -- -- -DEEP) .a 4 4" EXTENSION UNDER BRICK VENEER 12 UNDER ? S' ORY VJALL- ni i�'4 OR t j #5 CONT - VAPOR BARRIER 16" UNPL, � S_I (..,RY WALL r ()R Vic. CONT 6 BEARING CURB STEP SECTION i C!INC SEE PLAN i hl111v - C`r OFF, 45 MIDr-DEPTH r i_-. N i RA.N I i; RNERS ir RE-ENTRANT CC)1.NER DETAIL /RED 0^JinIIEI`T�nFr;___._.__._____- U 0 co O> C14 O LID W APEX W U LU z W m W Z 4- U Z t S W Q tare design sttadlos (D o � O -I 9000 REGENCY SQUARE BLVD. N lt- SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p Q 4- 0 0- 1 Of 041HO90N U .0% <_ ♦Al ff R zoi 0 -. LL U _z N >- O _J O z W I- X W Q W11.1 U)Q m o Z LLI W O w O W = Q O Q Z � J w 0 LLl W a ~ 00L.L W LUU_ Q ti fA � This item has been electronically X }- signed and sealed by Justin M Lanier, �- (� PE on the date and/or time stamp O shown using a digital signature. z z W = W U z Z IW- Abbott Park a W L1_ a- LOT 006-02 W - -- - - - ---- J Q U (A 0 W PROJECT NO: I- 2020.004116 z 0 DRAWN: -- _ DO W CHKD: ILL. EAF O 0 O LO �i (A LAN/, �,W �•` •• L E N S• 9 �ii Q ' �• �1 U No 85166 U) Docusigned by: = 0 : S T`487DEF4: sLU ft � N q � E���•� 06-08-2020 O z_ REVISIONS: No. Description Date W U) -------- --- - W 2 I- W J Q ST■ O 0 CMU/METAL CONNECTOR ENGINEERING )ocuSign Envelope ID C1150073-72E1-4C6A-B7BF - ; P-:B3 ■ R I I I I I I I I I I L-4 J I i I I i I T-0" ■ 0 I 4'-2" - -- 4-2„ I - Cn i L _6 i o o) L 5 `■ L8 T-8" 6'-8" 6'= v 4'-10" 4'-10" _ 1 s t IEV EL S'IRUC I U R i L PIA N 1/4" = 1'-0" WHEN PRIMED ON 22"x34" ST NO.2 POST, (3) _� , zo M. 00 GEi'vLERAL MASONRY NOTES �`=1 LIN i F!_S SHALL BEAR A MINIMUM OF 4" .AT EACH END as p c� Si_.! LINTELS MAY BE FILLED OR UNFILLED. o � 8P LINTELS SHALL BF FILLED 0 0 Li,0E:L.16 MA`( BE CAST-CRFTE PRECAST LINTEL OR EQUAL. z PEX 0 D!M-_NS!0NS ARE APPROXIMATE MAX O.0 SPACING IS 6'-8" O C., U.N.O � � SEF I"e s;I(".AL DE1-A-1I.5 FOR LINTEL INSTALLATION. LLI z cU MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS DO'JAEL LEGEND w NO?f=t� LLI ;,PP!.I<;ABLl- ONLY INHERE SPECIFIED ON PLAN z No. 5 BAR w! `!EF!]ICAL. BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED TYP AS SHOWN z LLI tds ,O , trtap design studios N r4,., F BAR v�, VERTICAL BAR IN FILLED CFLt. W/ MINIMUM Q `� LAP REQUIRED, TYP AS SHOWN 2, NO f BAR w! VERTICAL BAR IN FILLED CELL W/ MINIMUM r'J � LAP REQUIRED, TYP AS SHOWN J 9000 REGENCY SQUARE BLVD. 4) IL SUITE 100, JACKSONVILLE, FL 32211 OPT. NV 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Z 904.821.5200 p 'il NI D. 7 BAk wi VERTICAL REINFORCEMENT" AT CMU COLUMN AS SHOWN, O � HC:IC HT i_iF DOWEL = HEIGHT OF COLUMN Q � FRAMING KEY NOTES (CMU) DC1 � 0 � NO? ES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET 9T-1 & 5 FOR TYPICAL_ NOTES) --- - > U L 1. Gll!P! ;?j INTERMEDIATE JACK STUDS REQUIRED BETWEEN C' QQ = boa N oI'E_NINGs _ IY 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN O LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP J PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ILL ON DETAIL SHEET Q 3 111-TrA-;I-I S7, TO FLOOR; DIAPHRAGM PER ONE OF THE FOLLOWING: U � AlF FLCiuF? TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS Z BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. �- 8 FRAME ANI7 SHEATH SW TO FLOOR DECK ABOVE. ATTACH 0 F L(IOR DE"K TO S N DBL TOP PLATE W/ 10d @ 3" O.C. O .J 4. HIG i _JPL!a:'1' CONNECTiON: O . '=AS , _ y EVERY S'i UD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. z _ 3E.Ct �id'u LEVEL WALL STUDS STRAPPED TO FIRST U b'VAI_I. STUDS w! MSTA36 OR CS18 @ MAX 48" O.C. 1— (APPL!C:ABL'E ONLY w/ WOOD FRAMED FIRST LEVEL? X FASTEN EVERYSTUD TO BOTTOM PLT w/ SP 1 Uj Ir, (2) SDV,,'C ! 5450 @ MAX 16" O C. Q U) • i GP PLATE TO HDR W/ SDWC15600 L MAX 16" O.C. X W S. FASTEN EACH BEAM TO MASONRYW1 MF_TA12 Q00 Q o = z W - - -- — - --- -- LU cry LINTEL SCHEDULE - B � Q _ _ O a �. LINTEL LINTEL MAX CLEAR NO. DESCR,PTION SPAN COMMENTS COUNT 2E Q 0 Z q* W L-1 8F-1-32 16- 0" GARAGE 1 1 JUj L-2 3U8 5' - 6" 1 M 0 qq W Q -- - L-3 8 L_4 J 3' 0" 3 F- vV o ----- -- L-4 8 F -116 6' - 0" 1 r� LL g L-5 3 F -16 9' - 2" 1 Q X L-6 8F-16 7' - 5" REAR PORCH 1 — This item has been electronically signed and sealed by Justin M Lanier, � L-7 8F-16 7' - 11 " REAR PORCH 1 (a PE on the date and/or time stamp shown using a digital signature. z L-8 8F-16 1 7' - 8" REAR PORCH 1 1 O L-9 8U8 4- 6 1 z o U ~ z Abbott Park w �- _ . -- --- Q LOT 006-02 w LINTEL SCHEDULE - D U LINTEL Df- �� RILETION MAX ASPAN AP COMMENTS COUNT i o PROJECT NO. I- 2020.004116 z L-1 8F-1-32 16'- 0" GARAGE 1 _ 0 t3 V ' 5 - 6 1 DO DRAWN: LLB L-2 8 i _ L-3 8U8 3' - 01' 5 CHM) L-4 8F-16 6' - 0" 1 _7 EAF O L-5 8F-16 9' - 2" 1 L_-6 8F-16 7' - 5" REAR PORCH 1 LO U) L 7 8f--16- REAR PORCH LANi'.,., L1J L-8 3F- ! 6 7' - 8" REAR PORCH 1 No 85166 DocuSigned by: r�nn .< V 67 DEF4j5 S T° •: �� • Q �0 N Ajj E.�. co 06-08-2020 O z REVISIONS: No. Description Date J — - LLI cn --- Lu LU - - J Q -- U U) H O ST=3 z O 0 GMU METAL CONNECTOR ENGINEERING )ocuSign Envelope ID: C1150073-72E14C6A-67BF-94Di .1`E5EB3 TRUSS FRAMING GENERAL NOTES (2) META12 OR (2) HTSM20 5 1St I - ELR() t`) F IJUMING 1/4" = 1'4' WHEN PRINTED SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES e DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER e UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. e REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING 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 I FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/(3)16d COMMONS MIN EACH RAFTER TO "SLEF-PER" W/ SIMPSON H3 UPLIFT CONNECTOR ALL RIDGE BOARDS TO RE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO 2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. ,RAF1 17 R ;PAN SCHEDULE ' LUMBER SIZE P C:NG 2x6 2x8 2x10 2x12 i 2" 26'-0" t 5" 13' 4" 1 T-3" I 20'-7" 22'4" 10'-11" 14'-1" 16'-10., 1 19--9" 20 L. L. D. L. #2 SYP- _ 1 CEILING JOIST SPAN SCHEDULE 1 �' r~ LUMBER SIZE 2x4 i 2x6 j 2x8 2x10 12" 2' 5' 19'-6" 25'-8" 16" 11' 3 17'-8" 26'-0" 24" � 9'-10" 11'-61, 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. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER • .ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS RoTTOM CHORD W.1 (3) ROWS 10d g 4" O.C. STAGGERED. 3 LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER T O FRAMING/TRUSS VERTICALS .Al EVFRY SUPPORT WITH FASTENING SHOWN BELOW ,MAX 24" 0 C. SPACING), OR • FASI F N NO.2 SYP P7 LEDGER TO MASON RY/CONC RETE wi FASTENING SHOWN BELOW e ADDITIONAL. FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN SEE TABLE t5 ON SHF'ET ST-11S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x.F . _. - ....... ... _ ....(4) 12d COMMON 2x8 ..... .. . .- .. .....(6) 12d COMMON 2x10........ _ ......... _.. ....(8) 12d COMMON 2x1;2.... ......... ............ _....(10) 12d COMMON LEDGER TO CMU (W/ 3"7APCON OR TITENZ Pl 2x6_ ....(2) ROWS,!` 4" 0 @ 24" O.C. STAGGERED PT 2x8 .....(2) ROWS '4" 0 @ 16" U.C. STAGGERED PT 2x.1G_._(2) ROWS'' -a" 0 ,@ 8" O.C. STAGGERED PT 2x12.... (2) ROWS )" O n 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS 2x6. _ ___. .. .(;,) 16d COMMON :'xu.... (5) 16d COMMON 2x1o.. _....._...-.... .....(7) 16d COMMON 2x12, _ _ ._ .-.. ...(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS PT 2x6...............................(3) '/:' x 4 '/s" LONG #14 WOOD SCREWS PT 2x8 . .................. _... ...... (5) %" x 4-%" LONG #14 WOOD SCREWS PT 2x10.. ... ..... .... _ .... (7) %" x 4-'/z' LONG #14 WOOD SCREWS PT 2x.12 ... ................ .(9) 714" x 4-16" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 0 Cl) rn o ~ N LO t` O Z APEX (O W Z_ U) Z) W ^0W Z 0 z tds W Q true design studios CY O J9000 REGENCY SQUARE BLVD. LL SUITE 100, JACKSONVILLE, FL 32211 Z z 904.821.5200 0- O DR&HOMON' U 0 F O J LL Q U Z C� O J 0 U W W IJ W a W � a W m o = Z /Uj� W Z VJ O 3: O I--- W = Q O Z � Q LLJ U) WO '� W O C 0 ~ W w W 00 T� LL LLJ � Q } This item has been electronically signed and sealed by Justin M Lanier, - (, PE on the date and/or time stamp O shown using a digital signature. z O O z � = W ~ U z UJI Abbott Park a W u- a Q LOT 006-02 J U W PROJECT NO: 2020.004116 z -- CD DRAWN: DO w CHKD: LL EAF O 0 0 LO Uj ENs�.;9 No 85166 C/) DocuSigned by: � V 87 DEF4: A S T° C? . 06-08-2020 O z REVISIONS: No. Description Date W - -- co W J U O ST=3A O 0 CMU/METAL CONNECTOR ENGINEERING )ocuSign Envelope ID. C1150073-72E1-4C6A-B7BF-94DA94F65BB3 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS XZ ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1'/z" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) TRUSS TO TOP PLATE W/ H2.5T OR RTC Al _ OR SDWC15600 LINO ON PLAN MOISTURC Fir+ •i BF I WEEN M% ;(. NON -PT I IJMI JERT RLWF, ) HAVE 10" STAt, HOOK INTO H(:' • EVERY OTHER STUD TO TOP PLA? E W/ SP2 OR SPT24 OR SDWC 15600 MAX 32" O.C. • EVERY KING STUD TO f;)P PLATE W/ SP2 OR SPT24 OR SDWC15600 WALL SECTION AT ROOF (COMM(-)N HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO ST(jRY APPUCA' - - • EVERY OTHER STUD TO BOTTOM PLr- W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO, SPF OR BETTER @ MAX 16 C BOTTOM PLT AN(,I IOR '/z" THREADED ROD ANCI IOR 'J1 MIN, EMBED W/ NUT WASHER IN �IMPSi ACRYLIC -TIE OR LOUIVAL ENT ADHESIVE @ MAX48 0 C ON '/2" WEDGE BOLT JV� MIN .',. ' F MBED 'v', WASHER @ MAX 48" O C BOTTOM PLATE ANCHOR NOTES *EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS -INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS ) INTERIOR LOAD BEARING WALL - - I A � la �Xi i EXTERIOR WALL TYPICAL WALL SECTION AT FOUr iDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICr )N VIND LOAD RATED ERIAL S @ PERIMETER. :COMPONENT NG DESIGN ON SHEET ST-1 CMU BOND CONTINUOUS 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 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) MOISTI BARRIE OTHER (1) COL CMU B1 BEAM 1 CONTII 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'" 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%" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN FOR MISLOCATIOI INSTALL NEW MAS STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY l BOND BEANA RPINFORCINO AT CORNERS _w ALTERNATE WALL SECTIONS & TYPICAL DETAILS GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 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. �- POURED CELL w #5 BAR CONT FROM BEAM TO FOOTING STEP DOWN TIE -BEAM I) :� i ROM F)OOR J,AMF, I MIN SCREW DIST. FROM DOOR JAMB MIN. SCREW ":.i:?d 1'0�.'+.,'T) 8[_Oe�K ; LENGTH WINDOW TO BLOCK LENGTH PEP IMANUr . 3" 5" __..... _ „ I < I i o (: I 3 3,4 3 7q"", 6„ „.. 3 3/4 i i --- TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH % • (2j ROWS ''Y." DIA. @ 30" O C. STAGGERED • (2j RO'JVS %h' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO tx PFR MANUFACTURER'S DETAILS t DISTANCE FROM BLOCK TO DOOR • JAMB OR WINDOW, SEE TABLE ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED \` 1x- PT NAILER BUILT UP 2r. ATTACHED TO MASONRY, (1) PLY I i J 1 x OR � fi OSB MATERIAL MAY ATTACH TO WALL --i , --- DRYWALL TYPICAL DOORMINDOW JAMB TO BLOCK h)YPit;r,L i vR f1LL fvIA 0NRY OPENINGS, UNO) ti LO >� a O Z A nav O W Z m W w Z ;r 0t d Z W Q true design SttJiil03 iI O —J 9000 REGENCY SQUARE BLVD. W W SUITE 100, JACKSONVILLE, FL 32211 ZO 904.821.5200 p C O a �- 11HOMON' •m (1) U :3 Q s r F O _I Q LL Q U Z O J O Z U W H x JW Uj Q LIJ m 0 z W Z O ��Uj� VJ O W F a z w 0 0 W W F- H w M U_ LL Q — } 0 This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp - - O J shown using a digital signature. Z 2 U � Abbott Park x w a Q LOT 006-02 -- PROJECT NO: 2020.004116 DRAWN: DO CHKD: EAF No 85166 r ,k :• DocuSigned by: 41 •rr` 87 ST DEF: .��`� •:c� p R I Q P Nam`•` ON A� �c� ���• 06-08-2020 REVISIONS: CMU/METAL CONNECTOR ENGINEERING ST=5 )ocuSign Envelope ID: C1150073-72E1-4C6A-B7BF-94DA94F55BB3 2x J" TO \ 2x4 SPF (MIN) BLOCKING BETWEEN EACH TRUSS. TRUSSFASTENTO BEAM w/ 10d @ 4" O.C. BE T _ UPLIFT CONNECTION PER TYP WALL 38" OR THICKER CDX OR OSB FASTENED TO \ \ TRUSSES,RAFTERS OR BLOCKING W/8d COMMONS @ 3" _ PORCH BEAM EDGE, 12" FIELD. — — PORCH BEAM TO POST: (1) MSTA24 POST TO SLAB: ABU POST BASE ANCHOR OR DTT2Z SHEATHING DETAIL (UNLESS NOEDO ERWI ) T ALL COVERED PORCHES E. TRUSSES PARALLEL TO WALL: 4 SPF (MIN) NAILER FASTENED DBL TOP PLT W/ 10d @ 3" O.C. PERPENDICULAR TO WALL: 2x4 SPF (MIN) BLOCKING EACH TRUSS. FASTEN O DBL TOP PLT W10d @ 4" O.C. �1` SEE TYP WALL TYPICAL PORCH THIS DETAIL IS REQUIRED A UNLESS NOTED 8'-1"ABOVE __ -_ F.F.E. TOP OF OIL GARAGE DOOR 6'-1" ABOVE F.F.E. 1" DIA. ANCHOi 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. n 4 OF OPENING 2x6x12 I CENTEi 2x4 PT TOP UullrN 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 48" DIA. J-BOLT OR LARGE / DIAMETER SCREW ANCHOR w/ 5 '/T' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/2' x �16" 0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB F.F.E. GARAGE DOOR JAMB DETAIL BOND BEAM REINFORCEMENT J _ __ (SEE WALL SECTION) o _ w - FILL SOLID TO BOND BEAM W w U) r 8 F - #— DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. • BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR i � f UNFILLED sus LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 BOND BEAM REINFORCEMENT uJ _ (SEE WALL SECTION) LI uJ FILL SOLID TO BOND BEAM U W LU LINTEL REINFORCEMENT ~o � o a 8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-1-# TYPICAL PRE -CAST LINTEL OPTIONS % ri I( ' ..'! 4T K/Ii, i. M1 "vN'G!.L: 'f (` N(...i=`_:`. UtJ,:�.'N i IT1' AND I. Uf' ,,.I:1, N � � UL-.I !NECa i3`, -i l�tli;,;;3 SHOP I �i� ��Jd'ii•J(7 it APPI It �l T(1 Ei ffl.f Ii I ',iE•t:'V RE SiD( C f VJEC3S I rii: [)C OF MOP, L)osoW!,r10 I �• I II li '6" MAX �6� MAX I �I i� I ij! I Iil l' I MAX i j ;h' ---------- o A T E RAL BRACING -• MULTIPLE TRUSSES MA1/1 i Lilydi( LF' Si I()VVN ; i ii .Ll Lei. '_ x4 NO SPF OR BETTER, (UNO). SI 1QULT) A S(=L ARISi_ I H/% U( —S fail:-i RESEMBLE THOSE INDICATED ABOVE; IMMEDIATELY (_:(;N"fACT I HE LNGINFER 017 REC:URD FOR APPROPRIATE BRACING DETAILS. BRACING LUMU3> P SHALL INTERSECT *THE WEBS OF THE BRACED TRUSS AT t-OCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIE,U/,I_ TRl ISS DETAILS PRODUCED BY THE TRUSS ENGINEER. ALL FASTENERS SHOVJN ARE, 1; 1" r.:'," LONG (UNO). DES, IGNi_D P C R BC, SI-B3 2C07. T BRACE I A`'T' FNED TO `:JI:P, W1, 100"Cl' ;:" PLC: L f k. F?`-;`rf U.n f O 'If ;�) i!PAC.LS 1,f f F0;'IIf;ED APPLY (1) BRACL Mv, I'• i'A ;Ii Fr'I F: VF `J.`LB. OF' OF FINISH FL-0— , SLAE. CONTINUOUS LATERAL RESTRAINT 1NE8 II' BRACE SUBSTITUTE ^J, [t P✓i;,�1BEEi 'I SPECIFIED ALTERNATE BRACING S17F CLR - — -- 1 TOR L -- - SCAB 2x4 ,I 1 ROW 2x4 (1)2x4 2 ROWS 2.x6 (2)2x4* -- - I ROW 2x4 (1)2x6 ZxE 2 RO'JUS 2x6 (2)2x4* r ---I--- - -' --- - 1 ROW 2x6 � � (1)2x8 2 F:ONJS _ 2xv (2)2x6* SINGLE TRUSS BRACING INDIVIDUAL. WEB BRACING MAY Bl: USED WHEN CONTINUOUS LATERAL Pi ,TR,;!NT ;(-;LN) IS SPE CI!-iE:.D ON A TRUSS DESIGN BUT AN +, l !__tPHA71'�E 1NEB BRACIN:S ?VIE. i HOD IS DESIRED. !NDIVIP? iAL. VJElj BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR REFER TO ("HART AND DETAIL. FOR MORE INFORMATION. If;:�iViU1JAL'V'di 8 BRACING MATERIAL. TO BE SAME SIZE, SPECIES, AND AS ;^JC:B TO BE BRACED. -- -- - -- --- -- VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM i / I I GARAGESI�:AI^? PIER PRECAST LINTF I_ SEE PLAN EXTEND REINFORCING TO END OF PIER W,% 6" BEND TO LAP WALL REINFORCING AS SHOWN MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT BAR ADJACENT TO GARAGE DOOR OPENINGS, - -- NO 5 VERT BAR IN FILLED CELL AT EACH END OF PIER NO. 5 DOWEL_ TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. n' O d' U lC) ti O ° APEX U U W N Z N (n a m W z d LU t S W Q true design studios 0_ Of O J 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 = z0 904.821.5200 p CF t= CL O of N O 04HOH0190N 70 °' U Q U Z } O J z U W x w CL Q LLJ V J W m o = Z W W O cn Z O I-- W = Q O Z W W 0 '�' W W Q ~ 00 �, o LL TM Q � r It — This item has been electronically X } signed and sealed by Justin M Lanier, 0 PE on the date and/or time stamp O shown using a digital signature. z O 0 Z W = W U ~ Z Abbott Park a W - --- U- LOT 006-02 _ W Q Q U 0 W PROJECT NO 2020.004116 z DRAWN: DO W 0 CHKD: U— EAF 0 NO LA ,,,,�I111111/III `✓� I ��•� Jc���N•!;AN�F �i, W ♦00 ._.l No 85166 W k : Docusigned by: : • 'U) • ���1N�ee w � � V 87 DEF r ST :� i�T•A, LL ♦,ASS, •......•• %% ♦,�11�p N Ai E ���� 06-08-2020 O z_ REVISIONS: No. Description Date W W - W W J Q U I� F- O ST O 0 CMU/METAL CONNECTOR ENGINEERING I v /I I a