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HomeMy WebLinkAbout8206 Wheat Stone DrI— — — — - — — - _— e DRAWING INDEX ARCHITECTURAL SHEET NO. SHEET N;-rvIE AOOO ARCHITE 'TURALGENER?�* A110 1st LEVEL -'LOOR PLANS A200 ELEVATIONS A400 WALL SECTIONS A405 —:DETAILS A500 A501 _DETAILS DETAILS STRUCTURAL SHEET NO. SHEET NAME STRUCTURAL SPECIFICATIONS ST-1 ST-2 FOUNDATION PLAN ST-2. D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN---- ST-3A 1st LIEVELROOF FRAMING PLAN — ST-5 [TYPICAL WALL SECTIONS STD I SECTIONS AND DETAILS DR HORTON 1844 LAUREL ELEVATION D Abbott Park, LOT 014-02 ELECTRICAL SHEET NO. SHEET NAME E100 1 t LEVEL ELECTRICAL PLAN CODE' S I-L J I L )l-`-lG "ODE - FUEL GAS: 2017 L F 2-j FiUNA.L EILEG I-RIC CODE- 2014 '- 1 l-,E PREVEN I ION CODE: 2017 TYPE VB ­HAPTER 656, PLi C 4 U F. DG HiGIF ,3 F " J6 : AREAS fsf F �-,F 4 3 V 0 L U `AI E ­12) CIF 'A' -, �7. - REVIE1 C I T"( PLAN EXAM 1 4: i�:­ ALL WORK v 4 1 CODE�S, ',P NATIONAL 0 R -') i A N 017, - %-1 i­�]NIVJVY.� NVld 31VC rl- 5 'IT 0 U-) > b 0 0 z U) APEX U) LLI z c/) CC) ir- Lli LLII z z LIJ tds 6 < true design studios 0 Irf 0 -j 9000 REGENCY SQUARE BLVD. ILL SUITE 100, JACKSONVILLE, FL 32211 z 904.821.5200 0 < O c/) 70 0 0HOMON < 0 ILL < C) z (D 0 -j 0 z r C) LU 11­- x Lli m < c/) x W w } OC r 0 = Z LLJ LLI z 0 U) 3: 0 w � < 0 z q> o qT w U) :D _j LU 0 qq* LW LLI 00 C) LL W LL < C/) x (D 0 z -1 0 0 c) z w z w Abbott Park w LL CL LOT 014-02 Uj < c/) 0 w PROJECT NO: 2020.005389 z DRAWN: DO w 0 CHKD: JAC U- 0 C) LO co w cn cf) (D z U) 07-01-20 (D z i>> REVISIONS: < 0 Nol, Description Date ILLI w C) U) F- 0 z 0000 0 0 I11 I I I I I !" II' I! 11,11FIE ,I II'r PI r 11 1 1 I I II I r U'! 1 I 1Tril! 1 11 1I I f I 1 I III I I'1111 !! W"' if -, ; GENERAL ELECTRICAL NOTES ABBREVIATIONS LEGEND _ - Footer -j ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT r COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE ABV ABOVE Re Bar (sized _ AC AIR CONDITIONER according to • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V AFF ABOVE FINISHED FLOOR foundation plan) BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AHU AIR HANDLER UNIT AFCI PROTECTION BILK BLOCK CABS CABINETS • CARBON MONOXIDE PROTECTION PER FLORIDA CLG CEILING #4 awg CU bare w/ 10' stubbed STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' CHR CHAIR RAIL outside of slab at service outs I 4 OF EVERY SLEEPING ROOM COFF COFFERED location. Connect to footer steel COL COLUMN w/ (2) ground clamps 5' apart a • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. COND CONDENSER °I I CRN CROWN MOULDING PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V CVAC CENTRAL VACUUM SYSTEM RECEPTACLES INSTALLED OUTDOORS MUST BE D DOUBLE DIAG DIAGONAL GFCI-PROTECTED DR DOOR V DRY DRYER • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V DW DISHWASHER UFER GROUND DETAIL RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN EB EYEBROW N.T.S. NON -DWELLING OCCUPANCIES-i.e. OUTDOOR FL FLOOR LINE (MAT. CHANGE) SUMMER KITCHENS RECEPTACLES) MUST BE FLR FLOOR GFCI-PROTECTED FP FIREPLACE E. _-AL RISER DIAGRAM FXD FIXED O ti ,._ OVERHEAD PER NEC SECTION 406.8(B)(1) 15A & 20A FXT FIXTURE Sr E SAME AS RECEPTACLES IN A WET LOCATION MUST BE WITHIN GLS GLASS S, 150 = #1 Copper or 2/ 0 Aluminum z('ROUND 150 OR 200 AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN HB HOSE BIB = Aluminum in 2" 200 2 /0 Copper or 4 /0 ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING KS KS KNEE SPACE .!' � -FR`�/ICE Conduit. A/C DISCONNECT RECEPTACLES SHALL BE LISTED AS WEATHER LAVATORY I RESISTANT LT LAUNDRY TUB - METER 1 MRBL MARBLE MAIN - PER NEC SECTION 406.11 IN DWELLING UNITS, ALL MC MEDICINE CABINET DISC.- —_ #12 COPPER TO APPLIANCES AND GFI 150 OR -- 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS MIR MIRROR - 200 AMP TYPICAL TAMPER -RESISTANT MTL METAL ELECTRICAL — #14 COPPER TO LIGHTS AND OUTLETS OH OVERHEAD PANEL -- #10 COPPER TO WATER HEATER . PER NEC SECTION 800.156 NO LESS THAN ONE OPNG OPENING - UNDGND r #8 COPPER TO RANGE SERV. BY COMMUNICATION OUTLET SHALL BE INSTALLED OPT OPTIONAL POWER CO. #6 COPPER TO HVAC WITHIN EACH DWELLING UNIT R & S CLOTHES ROD and SHELF r REF REFRIGERATOR \ LAMP TO EITHER: #4 GROUNDING WIRE WITH CODE APPROVED C PER NEC SECTION R314.3 AND R315.1 SMOKE SD SOAP DISH A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH DETECTORS TO BE INSTALLED INSIDE EACH SDLTS SIDE LIGHTS B) BONDED TO CONTINUOUS FOOTING STEEL SLEEPING AREA SGD SLIDING GLASS DOOR \ SH (2) SHELVES (QUANTITY) INTERSYSTEM BONDING TERMINATION PER NEC 250.94 • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED SHWR SHOWER IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO TB TOWEL BAR -t INSTALL: KIDDE MODEL # 14618A SMOKE ALARM, OR TPH TOILET PAPER HOLDER . ; i;TRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE APPROVED EQUAL T&S TUB and SHOWER !SIGNS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY TEMP TEMPERED PROVIDE GAS DROPS AS PER COMMUNITY ONLY TR TRANSOM -- ---- VOL VOLUME WC WATER CLOSET • JUNCTION BOX AT WATER HEATER, RANGE AND/OR WD WOOD DRYER TO BE 220V IN NON GAS COMMUNITIES, AND WH WATER HEATER 110V IN COMMUNITIES THAT HAVE GAS OPTIONS WNCT WAINSCOT PROVIDE APPROPRIATE RECEPTACLE PER WS WATER SOFTENER APPLIANCE WASH WASHER • 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 J ROOF NOTE • 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 !II ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. I BLDG. CEILING (SF) x 144 = BLDG (SQ. IN ) BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 2 = 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 5FROM PROPERTY LINE EXTERMELEVATIOIN� OL'NERAL N`: T E-S 11C C L R • E flu L �l 1.- �� FIR1611 ARU�NI, ��t I N; _'PF Ii'v!i N T n ' ON. k�J'_' � IN F t=Cc"VE A P.!�INTED FINISH PEER • r�JC�f �r_ : N�� ��Ec COi�"r+;iJ�: TY SULTTHE _)N MANAGEF,' SEE STRUM I� ,1L iGc FOR SHEATHING REQL;IREMEN 1 • FLASHING SHALL BE INSTAI-LED ROOF IN E R` FI .TIONS. DE':K: AND �NAI i 1NITE RSE'-1-1 }NS. AT GU? i -F` . r ' - ROOF li"_)PE. vR DIRECTI3N. AND, A ;Ci11P, ,O(?F OPENING` • 'OVAL:_ HE-GW S '✓EkiFY /�,'_-i_ EtARING I'.LIGr TS '.'u'I H FiNJ,L TRU'_» LAYOUTS L PER IQ BEIPdSIr u vIDEN F7 N Dt.N 1' Y c!'H.f r F( Lj a_Y1 _ r GENERAL NOTES - - - - -- - ALL CONSTRUL iOV SHALL MEET THE LATEST E DI-7 10N OF COOL`: 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, iNSUL Ar1_�D STEEL OR 20 MIN FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPEE WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING -1 HE 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 IT'S ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R 702.3.5 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 :;U^PORTING THE ASSEMBLY SHALL BE PROTECTED VIP MIN 1/2" CYP BOARD PE1', FBC R302 112 1N C01AlBUST,•BLE CONSTRUCTION ,VHERE THERE: lS r+SL'ABLE SPACE BOTH ABOVE ' R "r t AND BELOr,�f 1 H._L C..'l N'CEALED SPACE OF A LOOR!CFLING ASSEMBLY, DRAFT STOPS SHALL BE INSTALLED Sri THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET, OR.AF STOP!NG SHALL DIVIDE THE CONCEALED SF 'ACE INTOr1PPROX!M.ATELY EQUAL AREAS AND !:%STALLED PER FBC R302.12 & R302.12.1 PER FBC R-312.1 PORCHES: BALCONIES OR RAISED -LOOR 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 iNTERMEDIATE RAILS OR ORNAMENTAL CLOSURES VVHiCH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTA!NING OR FACING HOT TUBS, SPAS, VIH1RLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 1S I ESS THAN 60 INCHES MEASURED VE T1i.,ALLY ABOVE ANY STANDING OR +1JALKING SURFACE, SHALL BE CONSIDERED A. HAZARDOUS LOCATION. G.0 TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER FBC R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312.2.2 • GAS OPT, PER COMMUNITY. VERIFY WITH BLDR • C J = RECOMMENDED MASONRY CONTROL JOINT LOCATION • 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 3 BIJILDER !N ACCORDANCE WITH YPJCAL BUILDER SPECIFICATIONS • REFER TO STRUCTUR AI. ENGINEERING DRAWINGS F OR ALL EX T :_z7;IOR '',1+FALL STUD SPECIES, SIZES AND J Yt�.Li N\J o t` O APES W W tR1 Z qj U m W LLI Z � W tds Q true design studios > fY O J 9000 REGENCY SQUARE BLVD. ILL SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.5200 p Q � a af O 11HOMON' bog& J " LL Q U -Q Z_ >>M } O J 0 W H X Wmmi � ^ Q LLI V J a W m 0 = z W W Z O w O I- C G w = Q O Q Z W 0 J W o W mow// Q H 00 ILL L— Q � Wr — X C� O Z J O O 0 Z w U Z Abbott Park of X CL W LL a- LOT 014-02 w Q J U U) 0 PROJECT NO F- 2020.005389 z C9 DRAWN: 0 DO w 0 CHKD: JAC LL O 0 O CO W J Q U C� Z_ Q W 07-01-20 (D Z REVISIONS: < �No. Description Date w U) --- - w �w J IQ U O AOOO Z O 0 I I I I I I I 111MR1 I I III 1 11 11 i HB ALTERNATE AC `9 bo COND LOCATION Ln Ln U., V) C) (D _. 00 Ln C) OWNERS SUI 9'-4 C I_G TR,^,.Y TO 10'-0 9'-0 3/4"///' U0 WIC 9'-4" CLG IS&lR d CP CD LANAI 9'-4" CLG ------------ z C? 8T-8" CD 00 00 180I CMU COLUMN—J/ (RE: STRUCT) 8 -4" 5-MIWAIN 58'- 11 6'- 1 5-3 1/2" 6'-0" 10'-4" �2'-0 1/2", 5-9" 2'-8" 4'-011 2'-1 13'-6" .4 27'-7" 3'-4" 8' 6" 3010 FX TEMP 3050 SH EGRESS 8'- 0" H.H. 8'- 0" H.H. Fill 111�11�i�ILL N�! ao % 127 1-07-K 0 —1 11241: >_ N 23 42"X6011 Flo .0 LO 7'CD' LLI % CC) co -N % _F� V) C4 lll� (0 r C) 1-0 1 00 -110 CD I L" ry) I 2'-5" r14 ::::: , f 'E OWNERS BATH BEDROOM 3 BATH 2 9'-4" CLG 9'-4" CLG 9'-4" CLG BEDROOM 2 % 00 9-4CLG -.0 L9 00 '" \ O C- t0 N L�O� \ N <p V) L/) _j Ln LU LL 2868 9'-4" CLG 77%, 71 U, FL C=) � 9'4" CLG Ln C\j to C� ro i1061 LLL 101 4' -0 T-9 1/2" 3'-6" 10'-4" l'-O 3'-0" 3-0" 6-5 1/2" 4'-6" J. ZU8 C? FOYER I 9'-4" CLG ENTRY C\j (.0 106 9'-4" CLG 102 _j 1 g I? 3080 ENTRY W/(2) 1080 GREAT ROOM DINING ROOM SIDELITES (TEMP) 9'-4" CLG 9'-4" CLG 9'-7" 4'- 1 2'-4" 3'-0" 6-1" 00 FL I I GARAGE ........... _10 —8 9'-4" CLG 5 SHS — — — — — — — — — — — — 01 00 MECH CD /7' C14 101i I'D L") 9'-4" CLG L r4 Ln co 3068 1301 '142 1--1 1/2"- 1'-8" 4 (TYP)l (Typ), BREAKFAST KITCHEN (D 9' -4" CLG 9'-4" CLG LAUNDRY 'U_l' 9'-4" CLG 0 [14-3] 0 Fl 60 0 0 -------------- 7 0 -4 0 EC PANEL IL FL ELACCOND 7L�_=� Nlli�il!TPI 111MI Ni 3050 SH H13 8'- 0" H.H. 4'-6' 21'-5" 26-11 21'-8" 56-8" 65-10" I st LEVEL FLOOR PLAN- 1/4" z l'-O!' WHEN PRINT N 22 , FLOOR PLAN KEY NOTES _IFS S! -E-ET AOOO FOR GENERAL NOTES) E O - PRO,',/!DE 0 I WALL. Fi IRRING AS NEEDED LID DUBLE (' )-2x4 1J. N 0 �PEX 4"2­ HIGH HAI F Wl-.LL WITH CAP b z L OOR HEIG)HT'l DIFFERS - RE COMMUNITY/BLDR SPECS) 0 I' V) (D NTERIOR FLAT HEADEFIR at 8'U.N.O. w PLANS FOR 'VDTHI) z a) v , a :01-fERIOR ARCHED HEADER (from T-4" to 8') EE PLANS FOR WIDTH) 'S11,4,0WER NICHE x 18" wl'BOTTOM at 4'-10" AFF, SHOWER 00 11 '_� I - CONTROLS POSITIONED BELOW NICHE W FIX FEEND 36'' H le'OVER 2x6 WALL w _L BELOW Z D0 - OR 1 1 -LOSE ,3'8" MIN SOLID CORE -1 CLOSE C `_ -j/ UR `0 M!N FIRE RA z - i /. I - t ACCESS -.Si7w AS NOTED a) I %A;N 7 - I RE RATED, < true design studios 0 2 iN'T'�.PIORFLA T HEADER at 8-8- U.N.O. t,_iEE FLANS FOR WiDTH) 0 9000 REGENCY SQUARE BLVD. a) - 0�,IVER - SIZE AS NOTED SUITE 100, JACKSONVILLE, FL 32211 �20 R.EC'ESSED TILE SH ILL I i!LE SHO�,',/ER "WITH CURB - SIZE AS NOTED 0 z 0 CO) . 1 904.821.5200 SIZE AS NOTED V�KRELL BASE SHOWER 1 .113 R.O. 5'-0 114" Cn .4 GARDEN TUB - SIZE AS NOTED C i25 - TEMPERED GLASS SHOWER ENCLOSURE 0 U 126 - TEMPERED GLASS SHOWER ENCLOSURE a. ON 42" H 1/2 WALL w/SLP TOP 0 127 - Si IOWER SEAT AT 18"x18"x20" DIIIHOMONa) ' :3 i23 - SHOWER BENCH < 129 - LAUNDRY SINK 0 ,;INK R 0 'zz 140 - OVERHEAD CABINET _j 141- REFRIGERATOR - OPTIONAL ILL 142- DISHWASHER < RANGE WITH MICRO HOOD 144 CX)OK'rOP z 145 - DOUBLE OVEN >_ 0 rltJSTAL.L MECH PPOTE`;TION PER. CODE z EOLYPMENT ,TANS' LOC at "1 8" APF FOR G)ASvVF. ONLY T_ 1 LOUVERED DOOR C) METAL A/C STAND w B ')l ! AR P f 1, S R E Q PER B1111-DING CODE X w EXTERIOR HEAD;ER o- f R.E. ELEVATiON IC c�T�'�!E:,.'ENEER NTH.ETll x LU WALL LEGEND. D z LLJ -- - _-- --_ - -__--w z 0 U) 9'-4" HT CMU WALL 0 ll,'-4;'HTCMU WALL Uj z LU 0 U) L j U 0 LLJ Uj F- < I-_ 00 W 0 C) L.L W ILL < 0 z _j 0 0 0 z w T_ z Abbott Park cr_ x LOT 014-02 w < _j U) 0 w PROJECT NO: 2020.005389 z DRAWN DO LU 0 CHKD JAC 0U_ O LO U) w Q z 07-01-20 0 z 3: REVISIONS: < No. Description Date j Cl w U) W w 0 (n I-_ 0 z A 110 0 0 1st LEVEL BRG ,�9' - -4 11 - 1st LEVEL FIFE L LEFT ELEVATION 1/8" = 1'-0" WHEN 1' ! 1) i ) " 4 '' ROOF VENTILATION. VENT VENT PROP � LINEAL PROP Area HIG-- L(,'VV # RATIO � HIGH FT LOW i 12 5 -! 1-1 -- 2537 SF 609 it il 144 576 4075 5:12 ROOF PLAN 1/8 = I -0` WHEN 0'1, 6,1" z1 yp at G,401F �LE EN,!') 1st LEVEL BRG A 11� 1st LEVEL FIFE 0. 1st LEVEL BRG 1st LEVEL FIFE RIGHT ELEVATION 1/8'= 1'-0" WHEN PRINTED ON 22"04" 12 —J— 5 1st LEVEL BRIG 1st moLEVEL FIFE 221�—/ IKO REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"04" 1st LEVEL BRG 9' - 4" -1st LEVEL FFE-_,-- Eil-EVATION KEY NOTES SHEET 1'000 FORGENERAIL OTES) CONCRETE TILE ROOF E0 SHINGLE ROOF L0 > TAMKO OFF RIDGE VENTti LOMANCO ROOF VENT 0 Ift AV 0 MILLENNIUM ROOF VENT z 0 c U) APEX 20 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT co CEMENT PLASTER FINISH - OVER CONCRETE LLJ z MASONRY SHALL BE 1/2" THICK TEXTURED PER a) C t) U) MMUNiTY SPECIFICATIONS SEE GENERA'" NOTES AOOO FOR SPECIFICATIONS CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY LLI SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER LLI z 1 t L E EL �3 G BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR �A 'D -j;`- 0 SHEATHING PER STRUCTURAL DRAWINGS, LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE z w t METHOD IN ACCORDANCE WITH FBC R703.7 < true design studios SEE GENERAL NOTES AOOO FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING ry 724 - FIBER CEMENT -SHAKE SIDING 0 FIBER CEMENT BOARD & BATTEN SIDING 1st LEVEL FFE 5 LL 9000 REGENCY SQUARE BLVD. Aw SYNTHETIC STONE VENEER SUITE 100, JACKSONVILLE, FL 32211 z STONE LEDGE 904.821.5200 0 0 13R!CK VENEER c-X FERiOR DOOR SIZE PER FLOOR PLAN < ch 0 TRIM - SIZE AS NOTED v CV13AND - SIZE_ AS NOTED - V PROJ U.N.O. 0 Cl'v BAND - SiZE AS NOTED - Z'PROJ U.N.O. C) RRHOHION :3 6 -2 TRINA - SIZE AS NOTED "All < A, DECORATIVE SHIU TTER - SIZE AS NOTED D EkCORATIVE: BRACKET - AS NOTED - OR EQUIVALENT 0° -65 DECORATIVE LOUVERAS NOTED 0 SIZE r- 4' r-)ECORA.T'VF DRAIN TILES LL 12" HIGH RAILING, IS POWDER COATED ALUMINUM, AND < GC)LOR IS DETERMINED BY THE BUILDERS SPECS C) 280)- EXTERIOR WALL MOUNTED LIGHT FIXTURE. z a) OF LIGHT TO BE 6-0" A. F.F. U.N.O. 0 —j 0 z F 0 w I'— x LU <a_ x LU ULj OC � � Z Lu LU z 0 C/) aCC LI-I z Lu Li} 60 W 0 L.L1 W P%,00 < LL 0 0 W LL < c/) x 0 o z -j 0 0 z w 0 z w Abbott Park 0Y a- w LL. 0- LOT 014-02 w < I BUILDING HEIGHT HEIGHTfABV GRADEJ 12"x24"265-_ BUILDING HEIGHT 0 70 18'- 8 7/8" 0 7/8" 4" 260 ------ �401! —j2130112" It BRG 1st LEVEL BRG cLEVEL 4-------- 4�' 265--11 280 -1 7- 10 x60-; 63" 260 El ILA L -1 L----- 1 4" 2 261 IL2 I [_7 �-Z F E-] ` - - 1st LEVEL FIFE F- 7-1 A A I st LEVEL FIFE U-011 0 0". I FRONT ELEVATION 1/4" = V-01' WHEN PRINTED ON 22"x34" U) 0 LU PROJECT NO 2020.005389 z (D DRAWN c/) DO CHKD: LL JAC 0 07-01-20 z REVISIONS: Q No. Description Date U) LU r < U) 0 z A200 0 I .1 _.. ---- — INSULATION BAFFLE BET!AIEE N. TRUSSES INSTALLED PER? WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE--ENG IvVD TRUSSES (RE: STRUCTURAL) 2x4 BLOCKING at 24" OC ALUMINUM DRIP OVER ----- -- 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAF' 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 COAT----- --- GRADE (SLIP AWAY FROM STRUCTURE)(TYP ALL SIDES) G z �i_�,� .,•fir _. 1 st LEVEL TOB _ INSULATION PER CODE -_--- �" MINIMUM SAG R' S!STcAN'T ;.,EI! ING GYP BRD PER FBCR TABLE R'l 02.3.5 -- - POURED B"OND SEAM (RE: STRUCTURAL) ---- PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A i 10/A120) FOR WINDOW SIZE. j RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA VARIES RE: ELEV 1/2" GYP BIRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX - - 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-011 - INSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) A400 SCALE: 1" = 1'4' O LO 0 A 0 0 z c co PEX W •� Z � W LLJ z td' -6 W Q ti"'t..se design shmfioi >N _0 > Fy O J 9000 REGENCY SQUARE BLVD. (D Lt_ SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 I— Iz Oa��o�a��� 0- 0 Dill"HORTON a) Mxlf LL CL lz,--, Q U _z C� O O z U W t.— x JW Q LU U) w ry m z w w Z O w _ O W J Q O Q z Lu 0 o � _' w I W Q o U d X U O O O z w z � z LU Abbott Park �_ x 0- Uj LL a- LOT 014-02 w < J Q U G W PROJECT NO ; 2020.005389 z U DRAWN. DO w CHKD - - - -- JAC p 0 0 LO W w Q U v) U) U z Q 0' 0 07-01-20 (D z REVISIONS: Q No. Description Date -- w 0 - w w J Q U U) O A400 0 0 LI 1 I t t AI n o t w 19� JI 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 SYSTEMCR: TAPE OR ADHESIVE BACKED FLASHING 1 (MUST MEET AC148) ��\J CODE -APPROVED VINYL WEEP SCREED TO LAP CMU WALL MIN 2" CMU MASONRY WALL *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO-LAYLR UNDERLAYMENT SYSTEM. °•A E I L F V,/ATER-RESISTIVE , 1E4,BLE BARRIER WITH :R' E AT LEAST EQUIVALENT RA[ BUILDING PAPER. — YSTEM O TAPE �LLED OVER ALL JOINTS ' SYSTEM SHEATHING.) ' PLAP TAPE A MIN T ALL T-JOINTS 1/8" GAP RECOMMENDED AT PANELEDGES WALL ASSEMBLY _k VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIF 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 ENGIN AND/OR LOCAL BUILE CMU M `LIP SYS I LMU SHLA I HIND IS ANNhCUVLU I U REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS O SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENDED AT PANEL EDGES ZIP SYSTEM ® TAPE (INSTALL OVER ALL JOINTS IN ZIP SYST SHEATHING.) OVERLAP TAPE A MINIMUM OF 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT F FASTEN ZIP SYSTEM ® SHEA ENGINEER -OF -RECORD ANDA *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHIII a VVI I H ZIP SYSTEMS ® SHEATHING WITH ZIP SYSTEMS ® SHEATHING WITH HARD COAT STUCCO AT.- 4D L' VEL LAP SIDING AT 2ND LEVEL LAP SIDING AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System ® product s BLOCK T FRAME TRANSITION BLOCK TO FRAME TRANSITION) P P v ( ) O and ma not a I to eve situation Manufacturer accepts no responsibility or liabilip for the a pp every P P Y tY f r ' i i in he installation o Zi S stem O oouct s' ( (hconstruction details are provided to assist t These construction delves are to aso � b, taaa, T d myopp y p y y and may not apply to every srtu t ^tams'a. t. •- ,,, .cc4s " a� and may not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. of these or other construction d,t i - use of these or other construction details. TRADITIONAL HARD -COAT METAL LATH STUCCO INSTALLED IN ONE LAYER OF WATER Fr ' ACCORDANCE WITH THE VAPOR -PERMEABLE BA RIF I i 1 4 MANUFACTURER'S OR THE PERFORMANCE A.T LE.AS r Et;r/A EN PORTLAND CEMENT ASSC. TO GRADE D BUILDING' P.,1PF (PCA) RECOMMENDATIONS j WITH THE MOST ZIP Sl'STEN1'_ 5r t. RESTRICTIVE CONTROLLLING_ {s s FOUNDATIONt VERTICAL AND HORIZONTAL CONTROL JOINTS AS NEEDED. DESIGNER -OF -RECORD TO SPECIFY TYPE AND LOCATION. CODE -APPROVED WEEP SCREED AT BASE OF WALL *ZIP SYSTEMO SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. LiP Sri S �Iti��'s� S! ILATIi011 i OF ivl ~ LAT 1 HI r ;>� Y�r WOC)PI OR I - TOP EDGE ' l - n? ., - - I `r u i TAPED TO FP ZIP SV >_, st( AC14F) (^ = f f= DRIP LC:vE LLf-,.`:'tiifJG vr: AIEEr=' SCREED IN -;C (,ORDANCE 11Vi St J ', ALL Stitr,' ZIP SYSTEMS ® HARD COAT STUCCO AT SLAB ON GRADE _ These construction details are provided to assist in the installation of Zip System Z5 ploductisl a r, I :, , c :- every situation Manufacturer accepts no responsibility or liability for the use of these or otn-r co s! _ 71'P SY.` I 0 :(, ' : i�.i-PHO�'JED TO (= •, V 4 RFuL�.C=-1HE"- I,•. ' Lr.' i_ . t, .. i•^JO-LA`iER ZIP S`. , r.l '�� ';HEATHING w/ P�00D OR LT. GA. METAL STUDS ONE LAYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PEERFORMANCE 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) r - AT SLAB Oil GRADE If 1 p „yuc a ,c nay not apply to cl. o .=u is 0--t��sr or other c onstruction details. i` � U O 0 U) APEX0 U U W Z qj U) Q m w W W Z_ (D Z tds W -6 Q trace design studios >(D O J 9000 REGENCY SQUARE BLVD. a) W SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 a c O O 061HOMON U � 0 «.� O J U_ a.+ Q U Z C� O J O Z U W x W Q Uj U) w m 0 z w W O U) z w = Q O Q > z �• w [] w w w 00 O� 0 U_ TM Q x � r (D o z J O O 0 Z w 2 � U Z F_ Abbott Park x w U_ °- LOT 014-02 w Q J Q U U) 0 LU PROJECT NO: I- 2020.005389 z 0 DRAWN W DO Lu 0 CHKD: JAC LL. O 0 O U-) 0 w J U Z 17) 07-01-20 U Z REVISIONS: Q No. Description Date 0 W w W U H O A405 Z O 0 z WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METALLATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"xS' "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. O1. FOLD INWARD at PT. A O 1.. FOLD CREASE APR-D B PT. A O 1. FOLD INWARD at PT. A 1 WATER TIGHT SEAL. FOLD, DO NOT CUT @ FOLD @ FOLD at 45` U/ �/ 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 SHINGLE ROOFING DRIP EDGE_ OVERLAP- 3'. EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX 2. CREASE at PT. B 3. CREASE at PT. C ® ®FOLD at 77° 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 ��l`5x5 WALL FLASHING \ WALL KICKOUT FLASHING KICK -OUT FLASHING (SEE DETAIL) WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) 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. I r _ J i l SHE =?1 i STEP E I ECT IC.:AL RECEPTACLE - r - r „ 2x SUB-BAN�� %%%yj Co, END, -- ••% STICK l 1 DRIP EDGE ', %8" TEXTURE 7 FINISH @ WC �OIEX 7:)I;-1) F / FINISH @ CN'U 1 1/8" - -- MEl i;L PAS" i k, 'Pi!` STUCCO!, . 1 \ - FRAME OR (AlAU) \ NOTE: NOTCH FOR ­,6 Sj BAND ONLY r ®ELEVATI©N L r, F PRE-ENG'D TRUSS TO BE C!' (i WALL INLET TO AVOID CONTACT ___1h• ,__ ' W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED ;- _ TO TRUSS W/12d ' NAILS 6" 8" O.C. MAX i` META F ,A�. tW. 2x SUB -BAND W/1 'y,"x4" NOT i i l METAL WRAP F-ASCI.ti \L rRlr' L;'_;C_ DRIP EDGE EXTERIOR WALL. i <<i VIETP,I KiC•::�I } (FRAME OR CMU) -= -- - - SUB BAND DETAIL @ WALL T L iCCO WRAP �.DHt-RING 1- P,JURP NF FLASHING I-L r SO F-ADHERING ivtEMBRANE FLASHING P:R 60A AND OVER. D LF;','VRB LAYER #1 JRS LAYER #1. STUCCO WRAP �r F'L r 5C MIN GRADE J" F i T OVER SELF- AvHE'iNG FLASHING OVER APPROVED I �OUSEVVRAP WRB LAYER #2. FORTiFIBER BLDG PAPER STEP #2 STEP #4 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 MALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK `ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY GSM: All- � WALL WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL %;F�_ OF COMPONENTS 1�JRAPPED MIN 4" ABOVE. SOi"TOi� OF DRIP EDGE _x SI )B BAND 4,V/1/2"x? NOTH @ END: 1AIRA.PPED IN PEEL & STICK ROOF CF MEN , @ROOF FDGE O'r11ITTED FOR CLARITY SL B BANG DETALL j0 VALL VV! KICK-OfJT SCALE: N.T.S. ti q � U I( O a APEX0 c/) LL1 z a) m LU LL1 Z LIJ t S -6 Q true design studios 0 lY O -� J 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 ZO 904.821.5200 p 11' Ocr 0- cImon` ^ O0, W U1HOWN' :3 "I e vfew F F� Al ° _4 i O �> J LL ►-� U Z 0) O J O Z 2 U LL! f— X W rn x UU m z 0 = /W� LIJ z O VJ U I•" W -� Q O Q z �, W 0 co �, _j W o_ M W W ~ W o Q (n e- - x i 1 0 O Z W 2 � U Z I•_ Abbott Park X 11 w u- a LOT 014-02 J Q Q 0 PROJECT NO: 2020.005389 z DRAWN: DO w CHKD: LL JAC p 0 O U) LLI J Q U) (A >Z 0 07-01-20 U Z REVISIONS: No. Description Date LLI III ui --- - T_ W J Q U A500 zz O 0 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS FLANGE CASING BEAD l 0 colom v 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 ;ON rROL JOINT - HORIZ - CMU SCALE: N.T.S. v` VINYL ANGLED t CASING BEAD (AM66-ANGLED-1250) MU Z I zo U) LL=w W �LUw CQ VINYL CASING k� BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAI".ED BAND at BLOCK SCALE: N.T.S. G " i �--'JER J �1 I PRE -SHAPED STUCCO BAND D W/ SLP TOP INSTALLED PER RF RIPS MFR WRITTEN SPECS (RE: ML L(TYP) EL SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) D BUCK VINYL FLANGE CASING BEAD f' EDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU / PRE -FORMED CONTROL % JOINT W/ STRIP LATH � 5!8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE '- -- FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) jT / / 1 i_ 1� I CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 2 � CORNER BEAD �— (FASTENER & - = % SPACING at 7"O.C.) i N N ' � 1CMU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY /\ SPECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ §e' STUCCO FINISH GYP BRD OVER (RE: STRUCTURAL) PRE -SHAPED STUCCO BAND 1 x2 TREATED I W/ INSTALLED PER MFR FURRING STRIPS i_{` at CMU WALL (TYP) WRITTEN SPECS (RE: ELEV) SELF ADHESIVE -OR- FLUID WOOD BLOCKIN APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR A WRITTEN SPECS (TYP) V 48' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU > c. METER ELECTRIC METER -- ;L �RiF LOCATiCtE FIELD VERIFY LOCATION -fiPPLY STUCCO SCRATCH COAT AND ONE i1 _-I. C F yr PAINT PRIOR ICI INSTALLING ELECTRIC -- CAVi T Y TO BE FILLED r >. VVi-( Fi RIGID POLYMERIC ISOCYANO fE POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) { STUCCO FINISH % , j APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING < --, UNIT i PREMANUF. DRYER VENT CAP (SET IN CONT. AREA TO RECEIVE SEALANT) STUCCO SCRA1 GH CGAT--- -- - - ---- - SEALANT at & 1 COAT OF PAINT lvV TOP & SIDES BACK -ROLL PRIOR TC. ELECTRIC METER. INSTALLATION DRYER VENT (BLOCK) SCALE: N.T.S. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 Q\� WEATHER RESISTIVE BARRIER #2*A., 6" SELF -ADHERING / FLASHING GALV'D METAL y f "Z" FLASHING DO NOT CAULK OR r_ _ SEAL OPENING 1 1/4" X 6" SIMULATED / •• WOOD TRIM MEMBER' .. • . SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK ELECTRICAL CONDUIT PENETRA" IF N 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 SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 48" BACKER ROD W/ SEALANT FAA VINYL FLANGE CASING BEAD GYP BRD OVER INSTALLED PER MFR lx2 TREATED — WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP)48' STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: N.T.S. PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S ra �� ,_ �IBERCEMENT -OR-VINYL L.AP �r:./ SIDING O'JER APPROVED s i-iC!..�SEb'l'P.AP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP WD SHEA?EiIN = „ OVER NAILING FLANGE (RE STRUCT.) - i,NIG s 5 RUCTj ft_�G; - MTL DRIP FLASHING W/ - HEMMED EDGE SET IN CONT j n BEAD OF SEALANT TRIM (RE: ELEVATION) a \ EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT S IP SELF Ai jHE I BEAD OF SEALANT 1IN 1'LF1%N MA ONRY ` \ _P A P; IN" - \,-- VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 1/2' (MIN} STUCCO FINISH - , .IF,,A: iONS TEXT"JRED PER COMMUNITY nR� SP;_CIF.^,ATIONS F � SIDING 1_4!ORIZO1-,� T AL MATERIAL TRANSITION (FRAME TO BLOCK SCALE: N.T.S. � / IU uld rt tie" GYP BRD OVER lx2 TREATED X FURRING STRIPS at CMU WALL (TYP) PT 1x4 --- S- _F, )'H LSI V E I. PT 2x4 FRAME ANCHOR F JIGF , AS 11N , Ci.I=Af\I SHIM AS NEEDED A, SO)NRY BEFORE INTERIOR \ f DOOR HEAD at Cal U 1 CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) jtiP YR1 C,VrR /\ r URRIN RIPS �t \� �e I ,t l : i1 p 1t, .- Y ;" i\ CONTINUOUS BEAD r / . OF SEALANT P"-- - / \ ---"/ SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gMApSLONNR�Y}BEFORE -ALYI MPE-i -- DOOR FRAME N ; i= <I =v ;fi EX r ERiOR ­ ti op IAMB at C-MU 1­ O 1 O U) APEX O � W U Z U) Q cu 00 W W Q _Z Z tds W Qtrue design studios �i (D O 9000 REGENCY SQUARE BLVD. 0) LL SUITE 100, JACKSONVILLE, FL 32211 co LD 904.821.5200 p Q � O fl •� O 11HOMON' U QA 0 d' O 41$ J U_ U Z 0 0 0 O U W I— X W a LU Cn Q W m o = z W Z O �W/) V O LU = Q O Q Z q. > W p � 'le J W W 00 o � rm Q U) ti x X O z O 0 Z = LU W U ~ Z Abbott Park af 13- d - LI_ a- LOT 014-02 W PROJECT NO: 2020.005389 DRAWN: DO CHKD: JAC 07-01-20 REVISIONS: No. Description Date A501 SCALE: 1 y2" = 1'-0" SCALE: 11211 = 11-0" SCALE: 1 y2" = 11-0" SCALE: 1 �2" = 1' 011 ELECTRICAL UEGEND ALTERNATE AC COND LOCATION 711 �111)Q 6 WP Gf �Q 1st LEVEL ELECTRICAL PLAN 1/4" = 1'-0 vv H L f . SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME ` -- - - ---- --- - - - GARAGE DOOR 4-WAY SWITCH BUTTON i - - - - -- GARAGE DOOR i DIMMER SWITCH OPENER f ' ' 220 VOLT OUTLET'GFCI DUPLEX OUTLET s- - '-- - - -- ----- - - Gr_ ;.- ---- DUPLEX OUTLET - ----�i CEILING OUTLET CLG A C1 t1PLEX OU L[? !'FLOOR OUTLET AR S' SMOKE DETECTOR I '1U ! JUNCTION BOX 'ARBON I biNOXibE � � CARBON MONOXIDE & i -- LSE i E C1 OR - --- SMOKE DETECTOR TELEVISION OUTLET �NETWORK OUTLET SERVICE PANEL, TELEPHONE OUTLET SERVICE METER GARBAGE DISPOSAL I WALL. MOUNT LIGHT SINGLE SCONCE ' FLUOD LIGHT' DOUBLE SCONCE STRIP LIGHT r STAIR LIGHT BATH FAN &LIGHT C COMBO - VENT TO EXT BATH FAN - VENT TO EXT CLOSET CASTER, Ca5 G.i� ' I IGHT UNDER CABINET LIGHT PULL CHAIN LIGHT -(�K- KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING LIGHT i I _(HANGING] s 1 HANGING PENDANT MINIATURE PUCK LIGHT M;NI LIGHT `; LID FLUSH MOUNT � RECESSED EYEBALL LIGHT -- Feu:, RESC'ENT LIGHT FLUORESCENT LIGHT i REC " ANGULAR i 10 FR ROUND ' PRE -WIRE FOR s j CEILING FAN l� CLG FAN ' ROUGH -IN PRE -WIRE FOR LIGHTED CLG FAN W/ CEILING FANt, LIGHT ROUGH -IN 0 r` O APEX a u)C) -� (1) z a) w w Z tds z w 6 ry O _j 9000 REGENCY SQUARE BLVD. (D W SUITE 100, JACKSONVILLE, FL 32211 z0 904.821.5200 0 0 URHOWN (D U 2 Q A po a a O LL y Z_ O O Z U W I- X W Q uj V J w ry CO w w z ® U) O a w � O Q z w p � J w 00 w I= o 2 U) X U O O O 0 z w z I-_ U z Lu Abbott Park 0� x w Q LOT 014-02 w J U n PROJECT NO: 2020.005389 z O DRAWN: DO w I) CHKD: - - JAC p 0 c LO w J Q U C� z_ Q n U) 07-01-20 C z REVISIONS: < No. Description Date 0 - - w _ w Q F- O El 00 z O 0 DESIGN CRITERIA AND LOAD Building Code Florida Building and Residential Codes 6" Ertion (201 Code for Design Loads ANSUASCE7 ROOF LOADING'......... _... C, = 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 P 10 SF (NON -CON( J BOTTOM CHORD DEAD LOAD. 5 PSF WIND LOADING ................ .... ASCE 7-10, 3S GUST ................. BASIC WIND SPEED EXPOSURE CATEGORY......... BUILDING CATEGORY ......- ENCLOSURE CLASSIFICATION INTERNAL PRESSURE COEFF. C&C DESIGN PRESSURES....... C,, = 1 60 139 MPH C 11 - ENCLOSED 0 18 - (SEE TABLE. ' FLOOR LOADING .............. ....... C,, = 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 C, = 1 00 TOP CHORD LIVE LOAD ....... .... _ 60 PSF TOP CHORD DEAD LOAD....... _ - 10 PSF BOTTOM CHORD LIVE LOAD.._ - 0 PSF BOTTOM CHORD DEAD LOAD. 5 PSF MAXIMUM FLOOR TRUSS SPACING 16 O C. DEFLECTION CRITERIA LL 240 ROOF TRUSSES ............ . ... TL 180 TL MAX 1 FLOOR JOIST OR TRUSS.... I-L 48) TL 360 BEAMS' .......................... _ _ ....(360 , I 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING LXTERIoR V ABOVE SHALL NOT EXCEED / DEFLLCTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURE_. WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) FEZ End Z _ : 0 20 ft2 +28.54 30 96 +18 54 21 - 50 ft2 +27-17 29 5C, +27 17 51 - 100 ft2 +25.52 -27 94 +25 52 101 - 200 ft2 +24.25 26 6 % 1 24,25 - VINYL SOFFIT MAX PRESSURE (psf) +28.6 _F GARAGE DOOR WIDTH" 8 FT PRESS'URI +2 4 10 FT +25 ')2 16 FT 18 FT +2" 9/-- "GARAGE DOOR HEIGHT MAY BE 6-8 OR HIGHER END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1 ST 4.0' PER FIGURE R301 <' i -END DESIf e.J ,�P/ —� DIAMETER LENGTH 8d COMMON 0.131" 2—'/2" 8d RINGSHANK 0.113" 2 %" 10d x 1—'/2" 0.148" 1—'/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 121 d COMMON 0.148" 3-'/4" 16d SINKER 0.148" 3-'/4" 16d COMMON 0.162" 3—'/2" TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS t`InTGC 7 n p z STUCCO AND DIRECTLY MIN' 32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (7/16" 24/16 L _ ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE � H N a (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w=� z v 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) MIN'32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION Y O z r TILE ROOF (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4 O.C. AT PANEL EDGES AND w o T_ Lu 8" O.C. IN THE FIELD 'l Q O O w z F LE AND METAL ROOF SHINGLE 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: 2%2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O C AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN %8' 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 1 %4" LONG SCREWS @ 4" O.C. EDGES. 8" O.C. FIELD NOTES: 1 FOR SHEATHING THICKNESS GREATER THAN 1%2" 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 1%2" 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 %6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7 1 /32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1%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 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 ACID & MCQ) 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" LAP24" 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 %" 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. 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 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 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 INS T ALLATION. SEE DESIGN CRITERIA, THIS SHEET. TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2, 3, 4 MITEK & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE f� EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLESIMPSON SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS SIMPSON FASTENERS MITEK MITEK FASTENERS (8)% X 1 '/2" SDS SCREWS (8)%" x 1'/z" WS15-GC DTT2Z IN STUD'/✓' 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 0 x 4'/2" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/2"IN (18)0.162"x2'/2"IN ---- HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 '/2" (7) 1i;d x 1 (NOTE 2) �8" O x 6" EMBED ANCHOR HTT45 �8:, O x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE �i (26) 0.162" x 2 ''/2" IN (26) 0.162" x 2 '/2" IN HTT5 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (g) 10d COMMON (g) 10d COMMON (NOTE 2) %" 0 x 6" EMBED ANCHOR HTT45 �8" O x 6" EMBED ANCHOR MSTA24 EACH END MSTA24 EACH END IN CONCRETE IN CONCRETE (20)'/4" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP �8" O x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7/8" O x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d COMMON IN (7) 10d COMMON IN (7) 10d x 1 %" IN TRUSS (7) 10d x 1 'h" IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING '/4' '/4' MSTAM36 WOOD FRAMING '/4' TAPCON IN I GROUTED BLOCK WALL GROUTED BLOCK WALL (4) x 2 TITEN (5) x 2 A" SCREWS IN MASONRY MASONRY "' (8) 10d x 1 /2 IN TRUSS 9 10dx1'/2"IN TRUSS O (11)10dx1%"IN _ 1I (11)10dx1 2"IN —il META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 '/2" IN 0 1) 10d x 1 Y", IN STUD STUD (12)10dx1''/2"IN (8)10dx1i/2"iN ill ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER (NOTE 6) �8" 0 x 7" EMBED EPDXY PAU44 48 0 x 7" EMBED EPDXY HTSM20 (12) 10d x 1 '/2' IN HTWM20 d (4) / x 3" V�,EDGL 30t STUD OR EQUIVALENT li r I L 1 �i (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'h" IN (5) 8d x 1' ;v ABU66 O x 7" EMBED EPDXY PAU66 48" 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRl!SS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 11/2" IN RT7AT (5) e,d x 1'/" DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1'/2" IN (5) 10d x 1 % dN HUC48, HEADER HD481F, HEADER HS TRUSS R 8A TRUSS HU28-2, (6) 101 COMMON IN BEAM HD28-2, (6) 10d COMMON IN BEAM 2 IN (STOP (5) 10d x 1'%' .^: HUC28 2 HD28-21F PLATE TOP PLATE (16) 10d COMMON! TO HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER '/," LUGT2 TRtJSS/RAFT!" R HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) %" x 2 TITEN HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EOUIVALE (28) 16d SINKER IN V ALI (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER HUC212-2 HEADER HD212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) 2 '/2 (12) S1 (4)%" x 1 ''/2" SDS SCREW (4) '/4' x 1'/2" WS15 SCREWS N TRUSS IN TRUSS I,' --- ---- 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 P (4) SDS'/4' x 1 %" SCREWS (4)'/4" x 1'/2" WS15 SCREWS HGAM10KT IN TRUSS/RAFTER HGRM10KT IN TRUSS/ RAFTER (4f '/4' x 13/4" WEDGE BOLT I. (4)'/4" x 2/4" TITEN SCREWS OR EQUIVALENT IN IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR AgRYLIC-TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2017-20 8 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED AI_TERN/1 FE: 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 ''/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES %" O x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF 0 x 1 1/," TITENS ILO 16d. MASONRY NOTES 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. oZ) co 2 >CD E O LO -:,> - � �r. OpT!OPJ PROVIDE^ iS.Ahi Er'UAL. '� U UN,. i i._ ; VISE CIN PLAN OR DETAIL CY LC:G; O O E z APEX 0 F _ T !F,� U) Uj z ill U v m r. I' : � ;"�RdECRED LU,✓IBLR. 1 %a' `vVIDE, ONO. (j L St. BL AMS ARE EQUIVALENT] 0 2-PLY 1 Y44' BEAM) LU VI_ C 1 <,M, I_ - ,.-FN:DIi;rFERED LUMBER, 1 3/4" WIDE LU _Cr�FD LUMBER. 3 i ' `h/IDE. UNO. Z +-. .4a r« n ,^ z w tds -6 r r ; A ING WALL_ SPEC•I. ICADONS � HETS true design studiosScCTlONS DETAIL SEQ - i, i N,c, ^�^' i ,d Tt- NO UPI.!FT 1' tJPL!FTANCHORS REQUIRED. MINIMUM n I' E ' i t : r iS ',,2"A1NCjHOR i 8-0 O.C. (U!40 ON FRAMING PLAN OR Q r J 9000 REGENCY SQUARE BLVD. ILL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 0 _. T iNv TOP PL..4. I :_ TG STULiS. _. � c ' ` i / ,>_;3ieiIGIGDER TP?IJ.S STUDS � " 0 RD N 17, r%t i GRAD � r:.E UNO L.I_ e r Z3 O as - v 1 , 1 V E ; OCA""ICN OF THE STUD COLUMN U 0 Q� , e - -- 3 �' : ;;;. r i., _ pnp•N ; C)r.1NECTION — t1 -r c� c_ n 0 : - r _r D _ . N RE�U. ,E_ ..,a.�,. CF C.,LUMN LCVEL L . - ! U_ ++ r 1( ih T' 1 - , N F- ANCHOR dlr, 'fi;N OF STUD COLUMN Q F C TTJ w t _"TiPJG STUDS O + M PLATE L L I� NG t+-A.DE* I C JACK STUD - + T � ri HEADFR T., JACK STUD Q - L.1 �q , NNEC-i ION O �ObvN REQUIRED AT BASE OF STUD GROUP z --- ^•i TRAPPING REQUIRED FROM 2ND LEVEL STUD = ' :,DS ,EADER/BEAMd. W - -- - - Null r .';'-,,STRAPS AT BASE OF KING/JACK GROUP H fa _'_ , KrliyllJG KEYNOTE W .:.7 SIDE OF OPENING w Uj hC't i:: _ ' AS N("N BEARING' (EADER DUE TO LIGHTLY X W 4 SVP Lk d«r I;vi; K(=`NOTE cn 7 _ EA Ci, SIDE OF OPENING ` W k ; LU n -- — c O �/ EACH SIDE Or= OPENING Z r_ I , r'EADER a C 1\1 GI N RAIM:iNG KE . d . J : Q > ,, J ;11.). ,. SIDE OF OPENING zLIJ LIJt '�' i - - -- r11 iIMp i= ;t BF OF 0PEN1NG o W - nLr+::�i: + _F J rjL. OR SY�4`1 — W - - - VEP71, ' I;id + �_ n,o HEADER j— W VIdDE 0 Nii 4. d ' _. F. `._ i= \lE I v EP.:H OTHER VJI T H (2) ROV�JS 10d @ 8" O.C. X tzr_:-')C zS ii', ' + '1 I_ ' 'i :ADED CONDITIONS 38" OR LESS CLEAR -OPENINGS IN AN 0 R v'J ' D: I NT i= E L _-.SING HEADER, SEE PLAN. 0 Z r ; N =\Lt. Id'LL -i ROWS 10d @ 8' U.C., STAGGERED ALONG EACH EDGE. J o '318d T'JE NAILS `' Idl)i ��r'�.",�;FCi (...'�( .,1di_ R r7 _ z w E F RECORD. _ !i KtdG STUD AND (1? SD0JC_:16450 KING STUD TO BOTTOM PLATE (� Z r r nit IE n _, ,( n� : /NC CONNECTION REQUIRED FOR OPENINGS AT FIRST w Abbott Park � ^r Ir -�L: =r 'J '_N A 2 F Yc i E"9 ;S ABOVC �" o' n i t HC, U r. N ,E OF `HE FCLLO'dV+NG (NO CONNECTION REQUIRED FOR a. W ILL OPENINGS OR :_ESS OR � � HE iJF R3 WHEN A 2ND LEVEL_ FLOOR SYSTEM IS ABOVE: — SD'vVC156GC+ t � thAX 3 2" 0 "ti) '•; ^LTEr:NA1 E SECTION (HFADERS),ST 5 a- LOT 014-02 w e SF'H ('I , I Pdx i % @ 1 . +`, C - Q «0SP'W1(14 10d i ,z"i ,. U « F" S iFN TRI_,SS DIRECT t_'r `. ,C:E f' :'? S CjR H T S wl 114, 10d x 1-' " r0R EQUAL APPROVED BY EOR). W 8 R10PLE BLOCKS BELOVd I rl,, ;:; I'.E P.!N i f:.=;DERS MAY BE FRAM 10 AT 24" O C. 0 w PROJECT NO: �, P 2020.005389 z ! T R, i �, 4 I t i v (I_:: r N 1 1 E v.. (7 L !"N rjL, DRILLED AND EPDXIED ANCHOR APPLICATIONS . DRAWN.co ! i;,_x,C?_D R F. F< _i v, RCING S T EEL MAY BE LPMBEDLED TO THE SPECIFIED DEPTH, !N D0 w L) BY MAN i O 1.8 GREATER THAN SPECIFIED ANCHOR DIAMETER). CHKD: � :?El E ANDOD I CJ T TOM PLATE. MANUFACTURER'S EAF O 'NS-TALLATION r" FOR DRY ! !.SE ONi.Y ! )NC kt ! W!:TERPROOFING AND FIRE SAFETY 0- ,— r '! : r.. DESIGNED i. CT d OTHER. N.A•' _. �,G,!�� AND DI.AILED BY HER. O 7,- F E _.. r1ON `0 I r ,..'lSING ; ,�,S . CNE.R REQUIREMENTS LISTED IN ►►►►1111►� (/i D _ Nl Al I-, t. twVi+iDED By T..I_I MANUFACTURER. `���'C1 �A/���i w i_ i 5 !;; - - i P �� riL .� fQGETi;ES 4`J! : ra (2) RO',^JS 10d @ 8" U.C. STAGGERED.•N '• /�R ��i, -� t r,IRDER ! G CAT!GNS T O RE CONTINUOUS THROUGH FLOOR � •\G SF .«/ Q '!n � `.' IL/ t.RJ - �`/d i -S) 5T' C :�R P . 8 169 (n _ d, ( l3 % .NIAI! S OR (2060 COMIMON END NAILS. U)r F > JI -111 (t)8d TOE NAILS (� L: 6OLID ST, JD GROUP BELOfv' IMIATCHING GIRDER OR BEAM z N ",S NC'TEC; ON STRUC'-URAI_ PLAN, UNO. '53STE OF ; Tx-441 _..:,,r v<< Id t _ .. Y ar+THED lydl Fl I OSB OR PLYWOOD �'.• '((✓ o S O N A) E���� I 111111111W U) 07-01-20 (D z REVISIONS: < No. Description Date w U) w w Q U U) I— O STm1 z O 0 C'.���IIVIETAL CONNECTOR ENGINEERING 0 0 f r - I■ I � I ALTERNATIVE AC COND LOCATION ■ i I I I I I I I I II A I I I I I ■ G FOUNDATION PLAN -11, _ -0N ;'RI". ! D ON 22"x34" KS-1 2020 V1.0 GENHE- AL FOUNDATION MOTES: 5LAe ONGRADE SHALL BEE MINIMUM 3 1!2" THICK AND i,'O. i_ %l1;N;`,!;;j ii LS DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • =l;.F T ND EAR' H FELL SUPPORTING SLABS ON GRADE IS SSl1P4 -, O !. F. A PiINIMUNI BEARING CAPACITY OF 2,000 psf, AND iHLL Bi. !-= F e �F ORGANIC MATERIAL AND COHESIVE SOILS. G 116>' FILL Iry 12" LIFTS TO AT LEAST 95% OF MODIFIED MAX N4UM DRY DENSITY. li IS THE OWNER'S OR "0IN T 'A" i?' i1ESf'JNSIBiLITY TO CONFIRM THESE ASSUMPTIONS. • IF CONT'v: ;- TOR OR BUILDING OFFICIAL DETERMINES THAT THE :OIL S ,: ,r ;;U T.�BLE FOR 2 000 PSF BEARING CAPACITY, CONTACT :)R a L 1, AL -0UNDATION UNORK MAY BE REQUIRED. • !_ D ` ' but FRAMES MUST FEE RECESSED INTO THE SLAB <:7-i, ,,,IC.P_ WITH THE BUILDING CODE. CONSULT ._,R=ii_ PLANS FOR LOCA T iON OF SLIDING GLASS DOORS. • IY'rl,Ij;)'f f:.`Y `'._',aw':AI_L AND MON(.A.I T HIC FOOTINGS ARE SHEETS-, -2D FOR ALTERNATE STEMWALL ,E C F ICN,_1 • L• ":� BP? iS RECOMMENDED TORE INSTALLED AT ALL pF - I_ p`T,-;. JT CORNERS SEE "RE-ENTRANT CORNER DETAIL" ON F! FOUNDATION KEYNOTES: DC1 NO? ES APPLICABLE ONLY WHERE SPECIFIED ON PLAN THICKENED ENED -UCH= ' I 4 C NT t:'lG D P rTG DE_P ETG . : _ •:'V. Tex B 12" DEEP FTG UNDER BOX E3 COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN 24"SQx20" DEEP FTG wi (3) #4 EW 36"SQx20" DEEP FTG -__' w! (4) #4 EW — #5 VERTICAL DOWEL TYP H AS SHOWN, SEE MASONRY NOTES ON ST-1 CONNECT D-IE NTER. LINE OF I THE OR HIZONTAL DRAINPIPE r, 2" 0 VENT TO ROOF 2" O VENT_ I TO ROOF � I I i I ; I I I ! I 'VENT TO CONNECT ---- HE CENTER LINE OF � I ZONTAL D RAiN PIPE WC-1 1 O L ICY O0 APEX0 -C W N Z qj m w Z Z w Q true design studios O 0 O —i 9000 REGENCY SQUARE BLVD. LL SUITE 100, JACKSONVILLE, FL 32211 ZO 904.821.5200 p w C O 0 0 Ift"HOMN' J LL ~. Q U Z N C� O J O Z 2 U w I-- w w rn Q LLI W m z 0 = W w Z O U) O S G w = Q O z W W o J LLJ W Q I-_ 00 � I­_o r L.- LL U) x � X o z O O Z = W U ~ Z Abbott Park a x w LL a- LOT 014-02 J //Q U) 0 w PROJECT NO: {- 2020.005389 z DRAWN: DO w 0 CHKD: LL EAF 0 0 0 LO LAN r''�i W 0 8 1 U) Cl) ST T OF :•�,; . % o 07-01-20 O z REVISIONS: < No. Description Date 0 I IUj -- w LU .J Q U I- ST=2 0 0 CMUIMETAL CONNECTOR ENGINEERING CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH d d J 04 G //; 1, 16 ,v VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH - (MAX 20„ G -- d DEEP) /A/, a a a _ 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 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 - y/ UP TO 3 COURSES: 72" O.C. / �A 4 TO 5 COURSES: 48" O.C. >l �x 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 W1 (1) #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_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. n FOOTING TO BEAR ON FIRM - UNDISTURBED SOIL VERT REINFORCEMENT TO --' HAVE 6" BEND @ 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 -- -- U-BLOCK W/ U J (1)#4OR#.5 Q CONT w w w cn U) FINISH O GRADE ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN 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, 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. CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT.— W1.4 x W1.4 WNF OR FIBER ,°ESJ I \ MINIMUM 24 (1) #4 OR #5 90" BEND g 48 3VARIES PER 6" MAX -----a - - -- - - d > ARCH PLANS 41 a --�- 12" MIN a Id d '\ VAPOR BARRIER //\ lip / FOOTING TO BEAR ON FIRM /V �\ v // UNDISTURBED SOIL 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 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 w/ (2) #5 OR (3) #4 CONTINUOUS 1 MONOL _THIC FOOTING N_ SECTIO--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 -a i rn SEE ARCH a � E (MAX 16") L U _ Q 0 jp \ \ : \\�\\ U) C C. kAPEX \/// 0 W Z Cll r r„v I r _-.., 6' OPT. EXTENSION IN BRICK to _ .._ LOCATONS ON FND PLAN 0o ( _ ADDiTIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE W Z Z i W tds N A �,114 � OLiTHIC FOOTING SECTION Q true design studios � T E=OR PRIOR TO CONSTRUCTION IF ANY OF THE 0 _--- _ 'ING OCCUR. • C.V_:;BALL DEP-TH OF MONOLITHIC; POUR EXCEEDS 28" O a GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY -j 9000 REGENCY SQUARE BLVD. N F ROMi STRUCTURE STEEPER THAN V-0" VERTICALLY W SUITE 100, JACKSONVILLE, FL 32211 PE_P .` -0, r-;C,RIZONTALLYfO PREVENT EROSION OF SOIL. O 904.821.5200 p CONCRETE SLAB w/ 6x6 Q � (2? #4 OR ()s CONTiN! :J S W1.4 x W1.4 WWF ORch FIBERMESH _ iCIL -- v 0 ffft* N H0190N' VAPOP BARRIER O LI_ `!t" FOOTING ¢ � `.1 ;I__L FOO : ING SECTION v O O _l O 0'-0" A.F F. _ -=- ----- --- SEE ARCH U - -- --- DETAILS W _ ; 8" Iv11N " J W l �\ {iCKENED -- I 8" I X W ri , AT II �� 0,:; S`.r — VAPOR BARRIER Z CURB STEP SECTION o = w z 0 Cn 8" UNDER MASONRY WALL O W J Q 6".-UNDER WOOD WALL O 6y.G,rr i I Q Q Z W ARIE q SEE ARCH U} W (MAX 16") 4 o me W W '\� co L.L.. z \MINLL W IL I '-- 6" OPT. EXTENSION IN BRICK X LOCATIONS ON FND PLAN O Z O ADDITIONAL NO. 4 OR NO, 5 O BAR IN BRICK LEDGE z W n ti, _ U Z - W Abbott Park rz H �../'':RAG_E EXs-W_A_LL CURB SECTION a Cl'_"a ,.ACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE LLI ILL �NIN . o�cuR: a LOT 014-02 W C`Jt RALL r:EPTH OF MONOLITHIC POUR EXCEEDS 28" Q J • GR," UND ADJACENT TO FTG SLOPES DOWN AND AWAY U =PC M STRUCTURE STEEPER THAN 1'-0" VERTICALLY � Hi:;R'ZONTALL•_'"O PREVENT EROSION OF SOIL. 0 W G!?P'17-RF TF 13LA[3 'N..i 6x6 —1 PROJECT NO: �— OR 2020.005389 Q r =SH Z .P' A F.F. _D . - _ SEE ARCH DRAWN: - (MAX 20" DO -d--- - - - i- DEEP) W - Il CHKD: T --- ► 4„ EAF p EXTENSION O LO UNDER BRICK VENEER v!F _L ��� LqN� �i�� W c ON VAPOR BARRIER �� � `•• • F9 �i J i h"i.i t.!.%) r:. It)E?Y u1 AE.L i 0 8 1 cn x.. r CURB STEP SECTION � �•�. Z S T A OF 44/: i '� '� P •• �� Q r EINH, RCiNG t:r.F5,4! it i LN,E FU,j_; iNI St= : PLAN. 07-01-20 O z REVISIONS: - - No. Description Date W � W - _ 2 I � W - Q .NST=2mD 00 AI TTOR ENGINEERING I I I I I III [I r rl 1, 1-11 1 1 f I 1-1.I 1 1 1 1 1.1 1 1 1 1 1 11 "1 1. '111 1 1 1 1 - ! 1 11111 1 1 M. L ■ T-0" 6 L- — — — — — — — — — — — — — — m m 4'-2" o L 5 S L- — — — — — — — — — — — — — — m m 4'-2" o L 5 S 00 - I L 3 co ■ c? 6-8" 1st LEVEL STRUCTURAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 4'-10" 4'-10" 11 6-8" 6-8" 6-8" m T-0" Iv!;w-%S0NRY NOTES DCl 0 o co E BEAR A MINIMUM OF 4" AT EACH END. > 0 CD LO �,At`%Y BE FILLED OR UNFILLED. C-4 L;NT-- >; a. r'ALL BE FILLED. b ��� 0N. fEl I zS fJ1 E CAST-CRETE PRECAST LINTEL OR EQUAL.X '!-MEN'10� S ARE AL�PROXIMATE. MAX O.C. SPACING IS 6-8" O.C., U.N.O. 0 N U) Sr F "."Y'PIC"'Al. DETAILS FOR LINTEL INSTALLATION. zUj a) L'INI-ELANOTED. SEE PLAN AND SCHEDULE U) S P,,'ONS 8" FOR ROUGH OPENINGS m D10 1 '-'N D III w E SPEC1 0 N, r. pp- c.%(HERE iI' IF ED N PLA z _y BAR IN FILLED CELL 0 -C :,;!iRL-D. -".'P AS SI­40';i'N' z w tdsfZ ;-V.- V'_I�l 'AL BAR IN Fi': �`D- CELL %,V! Mli-,JIMUM < true design studios TY? AS SHO',,VN ry BAR jN FILLED CELL IN! MINIMUM 0 25*7 L.,,P I )P AS SHOWN _j 9000 REGENCY SQUARE BLVD. 4) ILL SUITE 100, JACKSONVILLE, FL 32211 P 1. N(-) L, a,.R Ai- RUES ONL'r IF OPT OPENING INSTALLED z 0 904.821.5200 0 R7 if AL ROW C)PCI--MENTA7 CMU COLUMN AS SHOWN, P: HEIGHT OF ('OLU;!N N:,-:-, i/L' `1( IN, f_­l E S C � A U 0 0 NOTES APPOCAH LE, ONI Y WHERE SPECIFIED ON PLAN 6 S E SHEET ­ 0 5 FOR TYPICAL NOTES) > 0) 01HOMON' :3 FAIN (2)iNi RIvIEDIATIE JACK STUDS REQUIRED BETWEEN C) N <# 4­! (,PF NINGS 0 SEE INTERIOR SHEAR'WALL DETAIL ON DETAIL SHEET. IN (CATIONS CATlQNS,.,,�J!FRE INTERIOR SHEARkAIALLS HAVE VAULTED TOP _j PLATES ALSO SE!NTERIOR SHEARVvALL AT VAULTED TOP PLATE U_ ON DETAil- S"[FTi�:. 3. < _rz 7 ATTACH SV,,; 7,_0 FLUOR DIAPHRAGM PER ONE OF THE FOLLOWING: 0 A. IF FLI-JOK 1 RUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS z Cj 101RD TO SW DBL TOP PLATE Wl 1 0d @ 3" O.C. 40.2 B FRAIM17 AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH ST, (3) FLCY-;,7 .)["':KTO SVVDBL TOP PLATE W/ 10d g 3" OC. 0 rl i !PL':t-7 i ION- 0 • z LlS_lL_lN`_'v7lR- SUD TO JOP PLT vv.i SP2 0R SDWC15600 @ MAX 16" O.C. lAi0 ALL. STUDS STRAPPED TO FIRST A 3 G OR CS 18 X 48 " O.C. J AP(";Zl L C)" , LY WOOD FRAMED FIRST LEVEL) x T; 'S: UD Ti 0 BOTTOM PLT wi SP 1 w 54 MAX 16'0.0 < X LU LU } OC � Lli Lli LJNTEL SCHEDULEB z 0 U) 3: 0 1 E I-- -w I MAXCLEAR COMMENTS COUNT < 0 -C-) IN* SPAN z Uj C/) 16' - - 0" -GARAGE 1 Uj 5 -611 0 Uj Uj W 3 — 0 LL Uj 1-4 BF-13 61 - Of' 1 IS 91-2 1 < U) L-6 8F--1 6 71-511 REAR PORCH L - -17 8F- 16 7'- 11 REAR PORCH 1 z L-8 8F 16 To - 8" REAR PORCH 1 0 L-9 8 U84 41-- 611 1 z Uj z Abbott Park x LOT 014-02 _j LINTEL SCHEDULE - D < U) E COMMENTS COUNTLINFEL. -L NIAX-ILAR NO. r-)r-Q( -TioNi w i­!7'pl 1_Il��' SPAN PROJECT NO: 2020.005389 z L--1 16'- Off GARAGE - DRAWN L­2 8U8 5'- 6" 1 DO U) L - 3 808 S- 0" 5 CHKD: --- ----- - 11- L A 8 F - 1 61-- Of' 1 EAF 0 L_ 8 F - 1013 91- 2'f 1 0 81- _1151 71-511 REAR PORCH 1 LID U) & L_-7 8 F - 16 T- 11" REAR PORCH IN LA-'�f Ui 8 F - 165 L-8 G[" T- 8" REAR PORCH 1 l4o 8516 1511 z STA'T OF 0 N -"qj,Flll I 07-01-20 z REVISIONS: No. Description Date LU rn Uj rA z ST=3 0 Cl CNIUMETAL CONNECTOR ENGINEERING — N N I i I i "liIT I I 1 - I II I I, I III I 11 II I I II I I III I I I I I' iI I I I I I I I I I I II I I I I I I I I l I i I I I I I 'I I III I I I I I I III Ili I I I i II I - -- III I I I - - I I III I'I i i i j I I I I I I I I I i I I I I I I I I I I I I I I I I i I I I I I I I I , I II II I I I I I ' III. II I I I I I I I III i I , III I I I I I II I. I I I I I i � I I I I 'I I II I I I I I I I I I I II ICI I I I Ii I III I I I I I I I � I I I I I I I II I j I I I �II I � III II II II I I t I I i I I I i II I I I I I j , i I I I — I I i I I i I i I I I -- ------ --- I i I I I I I I I I II I I I I � II I I I I i I I I I I I I I I I i I j I I I I j i i III I I I III I III I I I II I II II I I I I II I '~ N i i I I I i i - I I I Nx I I i I i i I I I I I I I I I I i j ! li I II I� Ii I i i i IIII i I I i II I I I II I I I I I i i , III I I i i i Ii �I III I I I II I II II - I - - 1st LEVEL ROOF FRAMING _PLAN 1/4" = 1'-0" WHEN PRINTED ON 22 x 34" TRUSS FRAMING GENERAL NOTES SEE SHEET S? 1 & 5 FOR ALr' !TiONAL GENERAL NOTES ': v s E;RAFSTOPPING A 1 FLOOR T RUSSES -10 BE PROVIDED '> '3Y BUILDER rn 0 UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN. `� ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING O THE TYPICAL WALL SECT1: N, SEE SHEET ST-5. REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR I-RUSS LABELS & DIMENSIONS OVERFRAMING NOTES ALL RAFTERS TO SE MIN- 2x6 NO.2 SYP @ 24" O.C. MAX. 1�11 SLEEPERS' TO 3E PLANK ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEE ERS' TO EACH TRUSSiRAFTER Wl (3) 16d COMMONS N 11N. E.�\CH RAFTER 'O 'SLEEPER" VV/ SIMPSON H3 UPLIFT CONNECTOR. ALL RIDGE BOARDS TO BE 2x8 NO 2 SYP MIN. FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE ' LUMBER SIZE s=ACING _ 2x6 2x8 2x10 2xl2 1 5,_5 1 g l l„ 23'-9"-- 26'-0" I 13'-4 1 �' 20 7 22'-0" —19'-9" 24 10 11 ' 1 14'- T 1 16 -10" � 20 L I_./15 D L. #2 SYP --- ('EILING JOIST SPAN SCHEDULE LUMBER. SIZE —— SPAC NG -I-2x8 --- ,-- ''r4 2xh 3— i 2x10 - ' _ — -5 19' a 25-8" 26-0" -- 23'-4' 26-0" ;�;,, —� r .-4, 9 15 h" �- 201„ 23-11" 10 L L./5 D.L. #2 SYP TRUSS FRAMING KEY MOTES -- NOT 1=r APPLICABLEaON'LY ` "HERE SPECIFIED ON PLAN "SHEAR PANEL" !;c'r,iL. ON DETAIL. SHEET. "i D`AL BEARING BLOCK • BEARING BLOCK TO BE NO2 SYP. MIN 48" LONG AND TO MATCH DII',IE'dS,ON OF TRUSS MEMBER. A ATTACH BEARING: BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. r_D'ER FRAMING NOTES SIEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (I1AX 24" O.C.SPACING), OR FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE wr FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION m 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: 2x6.... (4) i2d COMMON 2x .. (61 12d C'iONIMON 12d COMMON 2r +2 ............... ....(10) 12d COMMON r r D ER TO CMU�rA;CON OR TITN' P T 2 (2) ROWS •: Q 4 0 C, STAGGERED ) RO%NS - � 16-) C. STAGGERED .(), RO',PdS I'µ OJ t 4 OJ C STAGGERED PT 2x" i.... (2) ROWS I 0 D 6" O.0 STAGGERED ;-:I -�('!R FRAM!NG _ED',- DER TO WOOS NAILS) 5, IHd i ONIMON ... (/' od COI' MION ; ? 6d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS r 2x . ...- (3)'./d' x 4-%" LONG #14 WOOD SCREWS PT 2x8_____..-.- (5)1/4x 4-1/2' LONG #14 WOOD SCREWS rr� .. - . O i< x 4-%" LONG #14 WOOD SCREWS w 2__ .... .. _..._. ...(9)'/' x 4-'h" LONG #14 WOOD SCREWS 4 ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PF,l ? OPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5 IF USING (2) HTVVM20. INSTALL (1) STRAP ON EACH FACE OF THE WALL (2) HTWM20 ON SAME SIDE OF WALL IS NOT PEPMITTED AT THIS LOCATION ti ti O z U) U) Ill z_ U) m w W z 0 z W 0 0 LL z O Q O a. O U O J LL Q U z C� O _I z U W X w 0- X m 0 Ill O W Q z U) o_ H U LL U) V O z 2 W W Q • t d true design studios (D 9000 REGENCY SQUARE BLVD. a) SUITE 100, JACKSONVILLE, FL 32211 ':� 904.821.5200 a Z3 C I r i N J ULj cn o w O cwi) J ¢ > p o J I`1�1 r X z a W H z Abbott Park w LL LOT 014-02 w J U PROJECT NO: 2020.005389 z DRAWN: U) DO Q CHKD: EAF p 0 O %U) LU 5 66 U)* : 'IV U) :-Fy• :�► z S TE OF :�4� co 07-01-20 O z REVISIONS: < No. Description Date 0 Iw w I= w Q U cn ST Z =3A Oi- 0 C UIMETAL CONNECTOR ENGINEERING TRUSS TO TOP PLATE MOISTU"( :F - W/ H2.5T OR RT7AT BETWEE 1i r- C -NI OR SDWC15600 NON -PT t W' tE -I, UNO ON PLAN VEF'" REINI 0 HA,1L „Y S- HOOK INlu M • EVERY OTHER. STUD 1 O TOP PLATE W/ SP2 OR SPT24 OR 5DWC 1560( MAX 32'. O.0 • EVERY KING STUD Ti; FOP PLATE W/ SP2 OR SPT24 OR SDWC 1560C 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 1'/2" 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 (COMMON HEEL CONDITION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPL'CATIOr. • EVERY OTHER STUD TO BOTTOM r': rE W/ SIP OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PI_-� i_ 8" PARTIALLY GROUTED W/ SP1 OR SPT22 OR SDWC15450 I EXTERIOR CMU WALL W/ - VERTICAL WALL REINFORCING 2x_ NO. SPF OR BETTER @ MAX 16 O C I I PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) BOTTOM PLT ANCHOR '/2' THREADED ROD ANCHOR W1 MIN 4 I PROVIDE DOWELS TO MATCH EMBED W/ NUT & WASHER IN SIMPSON I I VERTICAL WALL ACRYLIC -TIE OR EQUIVALENT _ REINFORCING W/ MIN 25" LAP ADHESIVE @MAX 48" O C. - (IF DOWEL IS OMITTED OR I I IMPROPERLY INSTALLED, OR DRILL AND EPDXY DOWEL OF '/2' WEDGE BOLT W/ MIN 4'/z" EMBED W I I EQUAL SIZE W/ MIN. 6" WASHER @ MAX 48" O C I I EMBEDMENT IN MONOLITHIC, - 12" EMBEDMENT IN MASONRY) ///�%\ // BOTTOM PLATE ANCHOR NOTES ,EACH �V x/� SILL PLATE SHALL HAVE A MIN BOTTOM PLATE ANCHORS -; OF (2) -INSTALL ANCHORS WITHIN 12" OF EACII \VAS VN �• �� / �V �\ END OF SEGMENT (BUTT JOINTS).A���� \ \/VAX INTERIOR LOAD BEARING WALL XTERIOR WALL TYPICAL WALL SECTION AT FOU_N � )A_. ON (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPL', ,AT. MOISTI BARRIE OTHER (1) COE CMU B BEAM` 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'%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 W1 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) 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 ✓'Ji , i MIN. LAF' 7 / BONG BEAM RE1NF0RC;N0 AT CORNERS 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 IAMB ! MIN. SCREW DIST. FROM DOORJAMB MIN. SCREW '0 FiLOCK LENGTH / WINDOW TO BLOCK LENGTH PER MANUF. 3" 5" :. 33/z, TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH • (2) ROWS %4' DIA @ 30" O.0 STAGGERED ® (2) RObVS 3 5" DIA @ 24" O C. STAGGERED - -- DOOR JAMB OR. VVINDOVJ'ATTACH TO 1x PER MAiiuf-ACTURER'S DETAILS N I 4 i ! DISTANCE FROM BLOCK TO DOOR J.ANIR OR WINDOW SEF TABLE ABOVE ( HA-1 AS NEEDED TO PLUMB .JAMB. DO NOT EXCEED ''/4'") _ i-------- 4Ii\ �- tx_�TNFtIL}�R I --- 81_'iLT t H_) x ATTACHED TO MASONRY, (1) PLY x_ Or OSB HATER?AL � 1AY ATTACH TO WALL \_----- DRYWALL _! ` _ 8" CMU WALL Y '- TYICAL DOORM/INDOW JAMB TO BLOCK t` Q O 0 W APEX0 U) U w Z m w w Z .-� Z w t S Q true design studios Of O -1 9000 REGENCY SQUARE BLVD. a) LL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p Q 4- O af a N O U RRAMN' N O _J LL ,. U Z 0 O J O TZ x w mi CIL 'Q Uj V J w m z w w Z O w O G w Q O Z Q W w O � 0 w w00 Q H U_ �� V— Q U) r _ x O z J p O cl Z w 2 U z � Abbott Park a x w LL w LOT 014-02 w Q Q U w PROJECT NO 2020.005389 z DRAWN: DO w 0 CHKD. LL EAF p 0 0 LO i LU • � U 8 1 6 cn -0: xz Z_ 0:, ST E OF 44/ ` 441 Al N A - m►► W 07-01-20 C9 z REVISIONS: No. Description Date wl w J Q U H 1 O ST=5 z O 0 NIUMETAL CONNECTOR ENGINEERING TRUSSES PARALLEL TO WALL: 2x4 SPF (MIN) NAILER FASTENED TO DBL TOP PLT W/ 10d @ 3" O.C. 2x4 SPF (MIN) BLOCKING BETWEEN EACH TRUSS. TRUSS PERPENDICULAR TO WALL: FASTENTO BEAM w/ 10d 2x4 SPF (MIN) BLOCKING @ 4" O.C. BETWEEN EACH TRUSS. FASTEN TO DBL TOP PLT W10d @ 4" O.C. _ _ __. _ _ _ __ _ _ _ UPLIFT -� CONNECTION PER TYP WALL 4$" OR THICKER CDX OR OSB FASTENED TO TRUSSES,RAFTERS I SEE TYP OR BLOCKING W/8d WALL COMMONS @ 3" PORCH BEAM EDGE, 12" FIELD. PORCH BEAM TO POST: (1) MSTA24 POST TO SLAB: ABU POST BASE ANCHOR OR DTT2Z TYPICAL PORCH SHEATHING DETAIL (UNLESS NOTED OTHERWISE) THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE. 8'-l" ABOVE F.F.E. TOP OF GARAGE DOOR 6'-1" ABOVE F.F.E. - — 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. 0'-9" ABOVE F.F.E. TOP OF -I CURB F.F.E. J (LOF OPENING 2x6xl2 PT CENTER BUCK 8" DIA. ANCHOR — 2x4 PT TOP BUCK- -- - - 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) �" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/2" x �16" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL - BOND BEAM BOND BEAM REINFORCEMENT REINFORCEMENT w (SEE WALL SECTION) 0 _ `� , _n ' _ FILL SOLID TO BOND BEAM UI U)WII UJ 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 UNFILLED LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. TYPICAL PRE -CAST LINTEL OPTIONS - Lo 8U8 8U8 w - (SEE WALL SECTION) J � = j FILL SOLID TO BOND BEAM U fLINTEL REINFORCEMENT 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-# ieA _ NCI -` v iJC ESS TH i 1 i 1� u, ORAL 1E i i ! F Tl AND i )CA r T U I iI ;i it i ; I IAN ONE PIECE j -A-A-R! ArPING r .. ., _. •, ',�Ic ,T'%P it LATERAL BRACII'14G MUL i IPLE TRUSSES �t S I�; MLER �Fl(_)vV '-+HALL RE lr4 NG 3 SPF OR BETTER (UNO). 7I4A ;OF N' " F ESEMELE THOSE IND!CATED.ABOVE, IMMEDIATELY OF RECORD FOR AI-�DROPRIATE BRACING DETAILS. LUMBE Sti!-,�L INi ERScCT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Nf.EUINk_ BRACi-`S13 ON THE iNDIV'IDUAL RUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. A' f F,ASTEtvEf'S HO'JJN ARE 1,':1' x ONG UiJO). IF - ^_,Nf- PER P ,S!-R-- 2007 '6" MAX i i•:iA>, t:ir,r; _L, ;J Y' I I ,N F E7' E-NIFD TC: Ili F r - 16" MAX 'l_-' MAx .I '1� Li WAX FACE r �^�+FIU. 0 ri 0 N CONTINUCUSLATERAL RESTRAINT WEB -` --' BRACE SUBSTITUTE I' v,LL8 m vlBER SPECIFIED Al-1 ERNATE BRACING x c F- _===-C! R T OR L � SCAB 1 RO\/v 2x4 (1)2x4 Ii I.O,J J -- _T 1 2 ROWS 2x6 O2x4 P. r-(1)2x6 Z ROWSorb (2)2x4` - - 1 R(�W x.6 (1)2x8 - Rev S >Y6 i2i2x6` J SINGLE TRUSS BRACING I G L V" E B I_,RACING MAY BE USED 'JI WHEN CONTINUOUS LATERAL i I ) IS SPECIFIED ON A TRUSS DESIGN BUT AN F 17 F.t11 i`; r 'J'd'EB BRACING METHOD IS DESIRED. Ns_ I•,•' UAL vvEF; BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR SCAB t+RACiNG REFER TO CHART AND DETAIL FOR MORE INFORMATION IN Dili 'UAL V•lEB BRACING P.IATERIAI. TO BE SAME SIZE, SPECIES, AND AS `.NT`B TO BE BRACED. --- -- VERTICAL BARS TO EXTEND TO TOP OF'AW-I- AS SHOWN. MIN 0" BEND INTO BOND BEAM ----- - PRECAST LINTEL SEE _ r _ A PLAN - - EXTEND REINFORCING TO ----- END OF PIER UV/ 6" BEND TO LAP WAIL. 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 DO'A!EL TO MIATC11 EACH - -- X/ % SOi_iD F!l_LtD & REINFORCED / % CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING f ' W/ MIN 25" LAP UNLFSS NOTED OTHERWISE ON DOWEL & LINTEL PL.ACEt.1r NT PLAN. M!N 6" BEND --------- C0 ,NC,RC= T t= FGUNDA PION WORK j PER PLAN GARAGE SHEAR PIER f` d IT 6\ U O q U APEX0 U U w Z U m w z z w tds Q true design studios > O —� 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 c Oz 904.821.5200 p Q � O c O DIMMON' N 0 Q f 4- O zzz J U_ 0 Z 0 0 z 0 w H LU w mmi a LLJ U)Q W m L.L 0 z /W� w Z VJ O _ O w Q O Q \% z d• W 0 D �. _ W o W W Q 00 o LLL LL a U) X C� O 0 O 0 z w 0 z � Abbott Park w LI- 0- LOT 014-02 w Q U cor PROJECT NO: I- 2020.005389 z DRAWN:- DO LU CHKD. EAF w O a O LO %co to LA 0 0 166 1 r ry. r * �.L Z r S TE OF ' 41J �"fS;O N A' E 01- 0 07-01-20 O z REVISIONS: No. Description Date w - - w w J Q 0 H O ST=6 z 0 0 CMUiMETAL CONNECTOR ENGINEERING