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HomeMy WebLinkAbout8248 Wheat Stone Dr)ocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 l DRAWING INDEX ARCHITECTURAL SHEET NO. I SHEET NAME A000 ARCHITECTURAL NOTES 1st LEVEL FLOOR PLAN A110 A200 ELEVATIONS A400 WALL SECTIONS DETAILS DETAILS A500 A501 STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN _ 1st LEVEL ROOF FRAMING PLAN ST-3A ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS DR HORTON A4CB CLIFTON ELEVATION A Abbott Park,, LOT 018=02 ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2020 FL BUILDING CODE - FUEL GAS: 2020 FL BUILDING CODE - PLUMBING: 2020 NATIONAL ELECTRIC CODE: 2017 FL BUILDING CODE - MECHANICAL: 2020 FL FIRE PREVENTION CODE: 2020 FL BUILDING CODE - ENERGY CONSERVATION: 2020 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS CONDITIONED AREA 1st Floor. 11816 SF 1816 SF UNCONDITIONED AREA Garage 455 SF Entry 30 SF 1_65 SF Lanai 650 SF _ Grand total 2466 SF VOLUME 1 st Floor 16945 CF Grand total _ 16945 CF GWITH PREVAIUNG NATK)Nl :.' AND ;=�'�!YI-TILLS ORDINAN6E' REVIEVtl [?AT. F_ CITY ti Zr.PHYRHIL PLAN EXAMINER O' U' O N O� APEX_c OR N U. 0 N M J it LL w J tds J-6 true design studios a) z O 0 Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 322111.N' OI o' w c: F- 91 cn 061HOMON J m LU Z) G z w (D w CD c:) CF) f_� qq- z Q cn Z w co Q — w � W U.z U) _ z w cr_ O c) w vW O z (D > Q 0 W m w0 o J W V W W O X LL LL �- z o z F_ O 0 w w z w O Q_ U LL 0 w Abbott Park Q O U LL LOT 018-02 0 <C - - w F- U <C z z fA O PROJECT NO w J 2021.006633 0 O w z DRAWN: O U JAR o w CHKD: D7 x JAC (Al w w w <C U Q 0}0 z 0 z O w Q z z cA _O 05-18-2021 w U REVISIONS: w U_ --- 2 Q No. Description Date W — -- w ------ ___ - - - p O z Q w x w 0000 a Q DocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER MAIN - DISC. 150 OR -~ - 200 AMP UNDGND SERV. BY POWER CO. Footer Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to footer steel w/ (2) ground clamps 5' apart UFER GROUND DETAIL N.T.S. 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. — A/C DISCONNECT #12 COPPER TO APPLIANCES AND GFI TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #6 COPPER TO HVAC N.T.S. 94 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (6) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • 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 R905.1.1 • 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 = SO. 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 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS • FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH FBC R703.4 • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED • PLASTER PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3) • WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • WATER -RESISTIVE BARRIERS PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN 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 R-312.1 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 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 LOCATION. G.C. 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 BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING E 0 0 O N O APEX co 0 0 0 rn N c� i J � U- w tds J N true design .studios Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi O_ o � O .- u7 w UsIHOMON' o ib/Viet W ` W Z w W w 0 0 0 0 ti Z ti p U) Z W Q _ U) W Z LL z w — _� J m o LU w V w O Z_ 0 > Q Q w W W 0 � J W V w O X LL LL Z O Z O W H a Z O a- U LL p W Abbott Park Q O U J LL LOT 018-02 (n 0 Q -- w H U Q Z C9 } Q PROJECT NO O LU 0 1 2021.006633 w Z DRAWN: U - JAR O o CHKD: ` U') X JAC w w a Q J U Q co U) } (D 00 0 _Z W Z Q O LU Z Q Z co Q p 05-18-2021 0 t- w U REVISIONS: ILL ---- - No. Description Date w (n J } U � - O Z -- Z 2 0 U w X AOOO w a- Q IOocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 a) cM N 0 VERIFY AC COND LOCATION W/ SURVEY Ln Ln w OC = C7 w = Ln 0 Ln bo CD N ti b r r Q 65'-0" 60'-0" 17'-10" le 6'4' 6-4" 71-6" 23'-0" 1'4" 1'-4" oe 2'4' le le 27'-0" 1 1 1 33'-0" BEDROOM 1 9'-4" CLG 6'-0" 8'-0" T-10" j 21 668 21068 105 / LAUNDRY "00 / 9'-4" CLG N WIC joc bo .\ 9'-4" CLG iLn I� - I 147 146 1S&1R I I -MINIF 10'-0" I I O N I I II o 00 OUTDOOR LIVING 00 DINING ROOM 9 -4 CLG 9'-4" CLG i I � I I � 2 _ t/Y O N 2 i l!l - O O I ( I i N ao cV I I � 80 -------------- HB 1'-4" T-8" 12'-2" 9'-0" 1st LEVEL FLOOR PLAN 1/4" = 1'-0" WHEN PRINTED ON 22N34" I 3010 FX I-EM P 8'- 0" H.H. 9'-4" CLG 120 Y n "x o � 21068 20 125 °° BATH 1 _ A v 9'-4" CLG 3'_6" 8'-2" 1I C I1 -0 0 --- N N 144 0o KITCHEN N ' 9'-4" CLG oD 130 142 100 1 11 108 �. T-5" �. I 3052 SH 8'- 0" H.H. I I i I I 26'-0" M LO 1S&1R 127 1161 _-J160 i I Q \ 164 o WIC N 9'-4" CLG _ cn I� q - - �I T-6" 2'-4" 20'-8" I ----------- 1S&1R I I GARAGE 3 SHS M MECH r__� 9 -4 CLG PANTRY I = L J I 9 -4 CLG 0 x l 9'-4" CLG v=i 2868. 0 6cQ LOUVERED N I I = c C9 � L--J v 2'-8" 2'-4" cn 4 , o� I a, 2'4" Q 3'-9" Ic �100D �o ch - 1 55 6'-5" 2'-10" i- T-0" 18" _ 17'-4" GREAT ROOM 9'-4" CLG M (O co 11'-2" 3052 SH 8'- 0" H.H. I I i I I 65'-0" 8'-4" FOYER 9'_8" 9'-4" CLG 3,_2„ S-6-1 4'4"/-� (V CV - i105�--- 105 --- — — 00 0? c'To, Gel■<. ,>I,,;�I� 2-3052 SH EGRESS 8' - 0" H.H. I I i I , I L 11 1 A-1 81 VERIFY AC COND F - LOCATION W/ SURVEY _ 24'-4" 5'-3 1/2" HB I o to 3_-4_ ENTRY i 9 -4 CLG I 6'-0" -.._.....- --1S&1R.... 2-2068 n 3'-10" 7'-8 1/2" BEDROOM 2 9'-4" CLG 12'-8" N I A. 0 (D V) V) LU V a= 2 = o LU - F— O 9 Ln00 S ' � N to O m N cV i F- O c) FLOOR PLAN KEY NOTES U (SEE SHEET A000 FOR GENERAL NOTES) O O p 100 - PROVIDE FURRING AS NEEDED U?APEX 101 - 2x6 WALL CV U 102 - DOUBLE WALL (2-2x4 U.N.O.) O 103 - 42" HIGH HALF WALL WITH CAP 0 104 - DOOR HEIGHT DIFFERS O (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) (V 106 - INTERIOR ARCHED HEADER (from T-4" to 8') M (SEE PLANS FOR WIDTH) -i 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER LL CONTROLS POSITIONED BELOW NICHE Ilj 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW J t S 109 - 36" HIGH HANDRAIL true design studios 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE z -OR- 20 MIN FIRE RATED O 111 - ATTIC ACCESS - SIZE AS NOTED 0 20 MIN FIRE RATED U 9000 REGENCY SQUARE BLVD. c 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. Q SUITE 100, JACKSONVILLE, FL 32211 (SEE PLANS FOR WIDTH) 0 O � 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED LU cy 122 - VIKRELL BASE SHOWER - SIZE AS NOTED I- N N 123 - TUB R.O. %" U) U#H09 124 - GARDEN TUU B -SIZE AS NOTED N O' 125 - TEMPERED GLASS SHOWER ENCLOSURE p m 126 - TEMPERED GLASS SHOWER ENCLOSURE J / ON 42" H 1/2 WALL w/SLP TOP 00 127 - SHOWER SEAT AT 18"x18"x20" � 128 - SHOWER BENCH 129 - LAUNDRY SINK j 130 - SINK U, 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 0 N U 142 - DISHWASHER z 143 - RANGE WITH MICRO HOOD LU 144 - COOKTOP (D W 145 - DOUBLE OVEN w 146 - WASHER - OPTIONAL O 147 - DRYER - OPTIONAL 0 O O 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY LO 162 - LOUVERED DOOR r _ 163 - METAL A/C STAND O O 164 - BOLLARD AS REQ, PER BUILDING CODE z w (n �+ 180 - EXTERIOR HEADER W (RE: ELEVATION) L.L.. 181 - SYNTHETIC STONE VENEER z UL Z w J O c) m w w z V Q (D > 0 a w m w w W LJ w O J X LL L. z O Z LU Q 0 O F- a z w Of O a- U LL p W Abbott Park Q O _ U U- LOT 018-02 0 Q - -- - LU z z 0 OPROJECT NO LU j 2021.006633 LL Z O DRAWN: — - — -- = JAR 8 U o LIJ CHKD: 0 JAC co x Q Q X U � O m z Z O LU Q z z U) O 05-18-2021 f- W U REVISIONS: LU U- - - F- No. Description Date -- W U) J Q cUn O -_ __ 0 0 z U 0 LU H X W A 110 a. Q DocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 12 ® 5 1 st LEVEL BRG LOBS _ 1st LEVEL BRG (TOB) 4"� 2'-0„ 1st L L FFE 1st LE VEL FFE EVE �; �, - „ h LEFT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" 0 6" f 2 DECO DRAIN TILES A200 1 1/2" = 1'-0" WHEN PRINTED ON 22"x34" 1 DECO TRIM 6 IN A200 1 1/2" = 1'-0" WHEN PRINTED ON 2211x34" ROOF VENTILATION --Area HIGH- F2-465 SF 592 in2 592 inz I _ 4 144 576 1 140 112866 T'YP at ..E END) 1 8" (TYP at (aABLE END) ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" RIGHT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" REAR ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"04" ELEVATION KEY NOTES (SEE SHEETA000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2"x TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. 262 - 1"x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. rL OF LIGHT TO BE 6-0" A.F.F. U.N.O. BUILDING HEIGHT (AFF) HEIGHT (ABV GRADE) _ _ _BUILDING HEIGHT (AFF 1T-11 7/8" ----- - --- -- -- -- - 18'- 7 7/8" ��-- ----- --- -- - -- -- - - 17' - 11 7l8" 12 2 ��� 5 A200 �266 222.p , p 1 4„L� o. V ENTRY HEEL -- --- - - ---------------------------------------------------- - ----------------� -- 10' 4" 1st LEVEL BRG (TOB� _ _ _ _ 1st LEVEL BRG �TOB - — - - - v - . 18"x62 2 63 60 6" 2" OVER 40" 260 v - - (+1" PROJ) SLIPTOP- -- _ ll 1st LEVEL FIFE _ 01-01st LEVEL FFEj, , 3068 w/ 3010 TRANSOM ABV FRONT ELEVATION 1/4" = V-0" WHEN PRINTED ON 22"x34" O U O cy O p' APEX c N O N rn a N co U- /I/�� J fl• W J J � true design studios j 5;7 Z O U) Y REGENCY S N 9000 SQUARE BLVD. Q U a SUITE 100, JACKSONVILLE, FL 32211 cn _O O � O r- to W � H a' 061HOMON' co J � w AW4 W �. of a Q O U) Z W (D W IY O O O O LO zIT r- O 0 Z w LU c W t Z Z U) _ w IJ _O to CO W V Q O w z z > a m w w LU V w w Ox J IL �' L L r Z O Z F- O a 0 w w Z U U- a w Abbott Park Q O - - U) U- LOT 018-02 0 a _ w U a Z_ Z �- 0 0 PROJECT NO w O W —i 2021.006633 0 O U- Z DRAWN: O U JAR w CHKD: LO JAC x w w a a x U a CAI 00 Z 0 Z O w Q z Z U) 0 05-18-2021 F- w U REVISIONS: w U- _ a No. Description Date ~ w J � U U) 0 O z - 0 W x W A200 a - a )ocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS CONCRETE TILE ROOFING — -- INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS VARIES (RE: I PLAN) f VARIES (RE: 12 ELEVATION) F- m NSA -���-��-�-�-�-���/ 07 L_�IIISULATiION • tie" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 2 TYP ONE-STORY WALL SECTION A400 SCALE: 1" = 1'-0" FIBERGLASS SHINGLE ROOFING — INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VIN ACCESSORIES PER MF WRITTEN SPECIFICATI( %" THICK STUCCO FIND TEXTURED PER COMMI SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FRC STRUCTURE)(TYP ALL VARIES (RE: �OOF PLAN) I' VARIES (RE: 12 ELEVATION) F_ 1st LEVEL TOB VARIES (RE: ELEV) INSULATION PER CODE tie" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1 /2" GYP BRD 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'-0" a � I c INSTALL VAPOR BARRIER IN ACCORDANCE WITH i—ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) G1 TYP ONE-STORY WALL SECTION A400 SCALE: 1" = 1'-0" E O O O U N U. u7 O 4 APEX r_ 4 U CDN rn x O cU N N co U J � Jtd z S (D O true design studios j U) > Y U 9000 REGENCY SQUARE BLVD. a) c SUITE 100, JACKSONVILLE, FL 32211 c C)6 0 Uj -0 Cn C 014HOMON, w I m � 0 W U w w w O O O u7 ti O z U) w w z v) m w w w (n z c Z G w 0 Q 0 Q O w J w ILL O IL F- 1 Q 1� 0w a O U X Q r z O O J 0 U_ w a z U z a U_ 0 O -- J 1 J U O U) z 0 UPROJECT NO W w Q I— z w DRAWN: DVO Q CHKD: w TSD w O m0 o LO w 0 w O J w U z cn z O Q H 0 U U Q O � z REVISIONS: O No. Description Date o J - w O (n z _, w 2 = U _ H w W X _ JQ W V a � Q o A400 z O 0 DocuSign Envelope ID: 02EF4F4B-72E3-4D30-A7C5-D7C8E187B486 Z WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOFIWALL 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° G ®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 FELT UN SHINGLE ROOFING DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX BOTTOM 1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C G ®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 x ROOF/WALL SCREED x x x x 5x5 WALL FLASHING x x V z w� o~ Zw x xx FLASH KICK -OUT x x x ING (SEE DETAIL) WATER TIGHT SEAL (BEND OR SOLDER, FASCIA WRAP NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING 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. © PLAN A CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATI, WRB LAYER #1, STUC WRAP WOOD SHEATHING APPROVED HOUSEWR BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 ELECTRICAL RECEPTACLE \ I II" 2x SUB-BAND\W/1/2"X? NOTCH @ END, WRAPPED IN PEEL & .� STICK 1 DRIP EDGE ------- {� �\ 1%8" Via' TEXTURED \ 1 i� FINISH @ WOOD' TEXTURED FINISH @CMU 1 1/8" . / \ I METAL FASCIA WRAP\tie" FROM V� STUCCOI, j✓✓✓FROM WObD WALL \ E \ \ RAM E OR CMU CMU \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ ROOF DECK (BEYOND) O A 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 DRIP EDGE, 1" OFF WALL �I(NOT INTO STUCCO) 3-COAT PLASTER >— 2x6 SUB -BAND W/1"x4" NOTCH @ END, WRAPPED IN PEEL & STICK �- METAL FASCIA WRAP 1" OFF WOOD WALL. SUB -BAND 2" OFF WOOD WALL NAILS 6 -8 O.C. MAX METAL FASCIA WRAP 2x SUB -BAND W/1 �"x4" NOTCH @ END METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (C-D, WALL ©PLAN 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 8 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 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 SUB BAND DETAIL (C-D-WALL CLARITY rviF-ir%t_1-n1n WOOD SHEATHING WRB LAYER#1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT 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 EDGE OMITTED FOR CLARITY SUB BAND DETAIL 01). WALL W1 KICK -OUT SCALE: N.T.S. O O O U N Ln r- O co APEX � U o v rn � N co J LL L Q J J Z � O true design studios j Y U Q � 9000 REGENCY SQUARE BLVD. O o SUITE 100, JACKSONVILLE, FL 32211 O O_ W -O F_- Z N O' UsHOMON' w + f + �• 0 U Z Q W IY O O O O t� LO ti O Z U W Z_ t c co W W W U) Z Z w 0 Q o Q o LU J LL W o Q 0 O a - O U X Q Z O O LL H Q Z (U _ ,_ _ Q_ Z �- — - J O -- Q J U O W Z PROJECT NO. W U 1-- w Q ~ tX DRAWN Z DVO W Q CHKD: -- — - 0 TSD LL O m O � W U) W O J W U 2 Z (D (n Z Z O U_ � i LL � Q Z REVISIONS: O No. Description Date o O _ W - w Z = W U _ _ W ~ I- - J A500 Z 0 0 ' )ocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 1/2" (MIN) STt FINISH TEXTI PER COMMUI SPECIFCATIC FLANGE CASI 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 CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. GYP BIRD OVER J PRE -SHAPED STUCCO BAND 1x2 TREATED W/ SLIP TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT I WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR LL WRITTEN SPECS (TYP) 4e' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1" = 1'4" / PRE -FORMED CONTROL / \ JOINT W/ STRIP LATH t 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER x. CONTROL JOINT (CLEAN �— • ' - MASONRY BEFORE APPLYING) 1T CONTROL JOINT - VERTICAL - CMU 2 1/2' SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING at 7"O.C.) all 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY 5PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) GYP BIRD 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 1x 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 ti2" = 1'-0" 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI 7" FLASI DO NOT CA—.,... SEAL OPENING 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. h < C7 v 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 " GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) INTERIOR 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 INSTALLED PER MFR WRITTEN SPECS (TYP) CMU STEMWALL W/ " STUCCO FINISH (RE: STRUCTURAL) EXTERIOR WINDOW SILL at CMU SCALE: 112" = 1'-0" ELECTRIC ME - FIELD VERIFY LOCATION AREA TO RECE. STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION 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 7' FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. " GYP BIRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHE, (RE: STR INISH COATING OVER PRIMED HREE COAT STUCCO FINISH ie' NOM) OVER GALV MTL LATH VER 15# FELT OVER APPROVED DUSEWRAP WD SHEATHING (RE: STRUCT) ASTEN TO WD STRUCTURAL IEMBER at 7" O.C. MAX " TO %" MID -WALL JEEP SCREED N g WIDE STRIP SELF ADHESIVE 'LASHING, CLEAN MASONRY IEFORE APPLYING /2" (MIN) STUCCO FINISH 'EXTURED PER COMMUNITY >PECIFCATIONS STUCCO DNE (1) 3 ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) 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. FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP OVER NAILING FLANGE + 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 BEAD OF SEALANT �- VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS cini�i� HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) SCALE: N.T.S. DOOR HEAD at CMU CMU LINTEL (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR FLUID APPLIED FLASHING (CLEAN gqMppAPPS��OYYNNRGY�BEFORE METALI DOOR FRAME EXTERIOR SCALE: 1" = 1'-0" GYP BRD OVER 1x2 TREATED FURRING STRIPS _ at CMU WALL (TYP) PT 1x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR DOOR JAMB at CMU CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gMpApS�OYNNRGY, BEFORE METALI DOOR FRAME EXTERIOR SCALE: 1 y2" = 1'-0" O O O U N co C APEX � U O N � ,5C � N N C> N M U_ 1 W J L Jtds Z O O true design studios (D Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 CD 0 W U) cn �_ b if a) 00 UIHOMN W } '' Q 0 U) U z 0 W fl' O O O O ti u7 t` O z Cn Cn W Z w 0000 W 'W W U) Z CS z G w 0 Q w o W LL W o LL Q 0W O O X U Q Z O O Q LU LL H Q Z Z fl LL 0 -- W O J J Q O U Z PROJECT NO U W W ~Q ~ Z uDRAWN: U1 a DVO Q CHKD Q TSD LL O co 0 O Q LO W co W O —' Q W U 2 Q cn z O co z o � U LL (n Q 0 ( Z >_ REVISIONS: U' - - O No. Description Date o O W Z ---- U = W U - _ W ~ I-_-- W J X ,t W - - U a- co Q I-_ A501 z O 0 I)ocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 VERIFY AC COND'; LOCATION W/ SURVEY ................................ RATING: 200A MCB MIN AIC RATING: 22k.A, PANEL: CLIFTON SERVICE: 1.20/240'V 10-3W MOUNTING: SURFACE CIitCUIT PHASE CIRCUIT C/B POLES LOAD T1�IE .. IIgIr. NO. _ TYPE APPLIANCE. GFI (A)(G) R 1 20 1 A 2 40 2 F OVEN/RANGE APPLIANCE GFI (A)(G) R 1 20 3 B 4 REFRIGERATOR (A.)(G) M 1 20 S A 6 20 1 R BATH RECEPTACLES DISHWASHER (A)(G) R 1 20 7 B 8 20 1 L'M BATH LIGHTS + FANS DISPOSAL (A)(G) M 1 20 9 A 10 20 1 F,M MICROWAVE / HOOD (G) GARAGE R,L 1 20 11 B 1.2 20 1 R LAUNDRY (A)(G) EXTERIOR R,L 1 20 13 A 14 20 1 R,L KITCHEN (A) 15 B 16 20 1 R,L DINING (A) DRYER F 2 30 17 A. 18 20 1 R,L GREAT ROOM (A) 19 B 20 20 1 R,L OWNER'S SUITE (A) Qi1TDQQR UNIT - 2.3 TOMS k'+,+I,F 2 30 21 A 22 20 1 R,L BEDROOM 2 (A) INDOOR UNIT - 2.5 TONS 23 B 24 20 1 R,L STUDY (A) M,F 2 50 (DEFAULT ELECTRICAL HEAT) 25 A 26 20 1 R,L UTILITY/MECH ROOM 27 B 28 20 1 - SPARE WATER HEATER F 2 30 29 A 30 20 1 - SPARE R = RECEPTACLE L = LIGHTING F = FIXED EQUIPMENT M = MOTOR TC = TIMECLOCK CONTROLLED CKT A = COMBINATION TYPE AFCI C/B G = GFCI C/B i T . fir .................,----- � I T--T-' SEC a 0: �. ,. ----- - - - �a r LL LL� S j� W IN 0 ! ATTIC I S _ CL FI I vc GFI...... ...... ..._ AN I I i �LV r EL LL i I ¢ � LL. Ist LEVEL ELECTRICAL PLAN 1/4" = 11-011 WHEN PRINTED ON 22"x34" _ 1 1 ..../. .......... AFI VP�' AN AFI _.:............ .. _......... WP GFI ^, VERIFY AC COND LOCATION y` W/ SURVEY ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON t3 3-WAY SWITCH DOOR BELL CHIME CHIME GARAGE DOOR 4-WAY SWITCH 4 BUTTON DIMMER SWITCH GARAGE DOOR p OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET GFI - 8G - -- - - DUPLEX OUTLET CEILING OUTLET 1� - --- - - - -- 8 - A I AFCI DUPLEX OUTLET FLR - FLOOR OUTLET SMOKE DETECTOR -- JUNCTION BOX -- - _. OS - 1-1- B CARBON MONOXIDE © © CARBON MONOXIDE & DETECTOR TELEVISION OUTLET SMOKE DETECTOR A NETWORK OUTLET P SERVICE PANEL L m TELEPHONE OUTLET 1�7 SERVICE METER GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT ® STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN - VENT TO EXT CLOSET CASTER CASTER LIGHT UNDER CABINET LIGHT -0 PULL CHAIN LIGHT I� KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT HANGING PENDANT MINIATURE PUCK PNDT LIGHT LED FLUSH MOUNT MINI LIGHT RECESSED EYEBALL DISC LIGHT LIGHT ® FLUORESCENT LIGHT FLUORESCENT LIGHT RECTANGULAR FIR ROUND 0\ 17 CEILING FAN( PRE -WIRE FOR CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT L' �J ROUGH -IN E O U o C7 o CV O APEX A_ - co o N 1 � N J Q LL � w tds J J.6 N true design studios > z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn O_ O o .y rn W � LU v' 0,1HOMON' Awia m W Q Q 0 .Q } N z W W IY 0 0 0 0) ti uz 7 ti O p U) z W U) _ W ZLL z _ U) W J O c) Uj w C.) WO z > o w m w W 0 w o W W j LL LL X z _O z0 H 0 z O a U W Q W Abbott Park Q O U J U- LOT 018-02 (A 0 w U Q z_ z O } C9 U) O PROJECT NO w 1 2021.006633 O U_ Z DRAWN: U _ . JAR O CHKD: _ o _ LO --- -. X JAC w w a J U Q � U) m z z O 1 W Q Z z O 05-18-2021 �- w U REVISIONS: w U- - H Q No. Description Date W (n J U) O _ __ O O z U w I— X W El 00 a. Q )ocuSign Envelope ID: 02EF4F48-72E3-4D3D-A7C5-D7C8E187B486 DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 Building Code Florida Building and Residential Codes , 7ch Edition (2020) Code for Design Loads ANSI/ASCE 7-16 ROOF LOADING' ............................................... Cd = 1.25 TOP CHORD LIVE LOAD .................................. 20 PSF TOP CHORD DEAD LOAD................................7 PSF (TILE = 15 PSF) BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE ............... 20 PSF ATTICS WITHOUT STORAGE .......................10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF WIND LOADING ................................................. Cd 1.60 ASCE 7-16, 3S GUST ............................. ........... 139 MPH BASIC WIND SPEED EXPOSURE CATEGORY .......... ........................ C BUILDING CATEGORY.....................................II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF ........................0.18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING..............................................Cd = 1.00 TOP CHORD LIVE LOAD... ........... ___ .......... ... 40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 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" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL/240 WOOD I JOISTS ............................................... TL MAX '/,„ LL / 360TL BEAMS'............................................................ / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED %4' DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0-20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 1 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 1 +24.25 -29.64 SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST4.0' PER FIGURE R301.2 (7) III 1ST FLOOR 4.0 F (TYP) END ZONE lk DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS KinrCC o e 0 O STUCCO AND DIRECTLY MIN 15%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (7/6' 24/16 W _ ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w _~ v z ALL OTHER VENEER MIN 1%/ '32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL a- (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y U rn TILE AND METAL ROOF 1 5 WITH LOG DIMENSION N MIN /32 32/16 SPAN RATED PLYWOOD INSTALLED 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND ul(NOTE 6" O.C. IN THE FIELD 00 u � MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 00 m 0 SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2%2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN %" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1" COOLER NAIL OR NO- 6LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 's/2" CATEGORY, USE RSRS-03 NAILS. 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 REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 15/32" 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'/18' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7 1/2' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1/32" 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. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 DIAMETER LENGTH PRESSURE TREATED LUMBER 8d COMMON 0.131" 2-1/" RSRS-01 0.113" 2-%8' RSRS-03 0.131" 2-'/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4" 16d SINKER 0.148" 3 1/4' 16d COMMON 0.162" 3-'/2" PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC COATED FINISH. (INCLUDING ACQ & 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" 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 CODE APPROVED PROVISIONS 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'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 TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. 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. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. 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. 5. 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. 6. 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. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)'/. X 1 M." SDS SCREWS (8) w. x 1 w WS 1 5- DTT2Z IN STUD %' 0 X 4'/2" WOOD SCREWS IN STUD (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 0 x 4'/2' EMBED EPDXY SCREW ANCHOR OR SCREW ANCHOR 1 " IN 1 18 0.162" x 2 /2u IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (NOTE 2) %" 0 x 6" EMBED ANCHOR HTT45 48" 0 x 6" EMBED ANCHOR IN CONCRETE IN CONCRETE (26) 0.162" x 2 ''/2" IN (26) 0.162" x 2 '/" IN HTT5 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (NOTE 2) §8' 0 x 6" EMBED ANCHOR HTT45 " 0 x 6" EMBED ANCHOR IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7/8" 0 x 12" EMBED 7/8' 0 x 12" EMBED ANCHOR IN CONCRETE ANCHOR IN CONCRETE (7) 10d x 1 '/2" IN TRUSS (7) 10d x 1 '/2' IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN GROUTED BLOCK WALL GROUTED BLOCK WALL (8) 10d x 1 '/2" IN TRUSS (9) 10d x 1 '/2' IN TRUSS META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN GROUTED BLOCK WALL GROUTED BLOCK WALL ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS (NOTE 6) %" 0 x 7" EMBED EPDXY �8, 0 x 7" EMBED EPDXY (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 q8" 0 x 7" EMBED EPDXY PAU66 fie° 0 x 7" EMBED EPDXY (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE DOOR RETURNS) DOOR RETURNS) HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN HUC210-2 BEAM HD210-21F BEAM HUC212-2 HEADER 10 10d COMMON IN BEAM HD212-21F HEADER 10 10d COMMON IN BEAM (4)'/4' x 1 Y2" SDS SCREW (4) %" x 1 Y" WS15 SCREWS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)'%" x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE (4) SDS %" x 1 %2' SCREWS (4) %" x 1'/" WS15 SCREWS HGAM10KT IN TRUSS/RAFTER '/4' HGAM10KT IN TRUSS/ RAFTER (4) /, x 1 /, WEDGE BOLT (4)x 2'/." TITEN SCREWS OR EQUIVALENT IN IN MASONRY MASONRY SIMPSON SIMPSON MITEK USP FASTENERS FASTENERS (9) 10d COMMON (9) 10d CS18 EACH END CS20 COMMON EACH END MTS12 (7)-10d x 1 '/2' MTW12 (7) 10d x 1 '/2' EACH END EACH END MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON EACH END EACH END MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON EACH END EACH END (7) 10d COMMON IN (7) 10d COMMON IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING (4) %' x 2 'W TITEN (5) %" x 2 W TAPCON IN SCREWS IN MASONRY MASONRY (11)10dxI%"IN (11)10dx11/2"IN HTS20 TRUSS/RAFTER H 0 TRUSS/RAFTER (11)10dx1%"IN (11)10dx1%"IN STUD STUD (12) 10d x 1 '/2" IN (8) 10d x 1'/2" IN HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (12) 10d x 1 '/2" IN (4) /. x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (5) 8d x 1'Y2" IN (5) 8d x 1'/2" IN H2.5T/ TRUSS RT7/ TRUSS HA8 (5) 8d x 1'/2" IN RT7AT (5) 8d x 1'/2" IN TOP PLATE TOP PLATE (5) 10d x 1'/2" IN (5) 10d x 1'/2' IN H8 TRUSS RTSA TRUSS (5) 10d x 1'/2" IN (5) 10d x 1'/2' IN TOP PLATE TOP PLATE (16) 10d COMMON TO TRUSS/RAFTER TRUSS/RAFTER LGT2 (7) ''Y." x 2 %4' TITEN LUGT2 (5)O" x 3" WEDGE BOLT SCREWS IN MASONRY OR EQUIVALENT (26) 16d SINKER (28) 16d SINKER IN WALL LGT3 IN WALL FRAMING LUGT3 FRAMING (12) SDS W x 2'/z" (12) WS25 %" x 2'/2" IN TRUSS IN TRUSS SDWC14500, SDWC15600 NO USP EQUIVALENT NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 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'/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 %." 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %." 0 x 1 %/4' 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. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. 0 >O _w LEGEND Nit AdF*-"\ OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL O cr ALTERNATIVE FOR THE APPLICATION SHOWN N 0 LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD APEX c EW EACH WAY m OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL < SYP SOUTHERN YELLOW PINE a) SPF SPRUCE -PINE -FUR i ct CONT CONTINUOUS O.C. ON CENTER `- LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 '/." WIDE, LINO. 04 1 (3'/Z' WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 W BEAM) M `� LVL PSL 2.0E MiCROLLAM LVL ENGINEERED LUMBER, 1 3/." WIDE 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2" WIDE, UNO. LL. _tds ; SYS 42 PROPERLY RATED OPEN WEB HEADER J INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS J true design studios N OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS Z O INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM U) BOTTOM PLATE ANCHORAGE IS '/2' ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR Y 9000 REGENCY SQUARE BLVD. N SW SPECIFICATIONS) Q SUITE 100, JACKSONVILLE, FL 32211 N STRUCTURAL WOOD BEAM O STUD COLUMN KEYNOTE r- `h � NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. W� � NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS U) N 2 2 STUDS U) w Z� 2 ANCHOR TO MATCH WALL FRAMING SIZE AND GRADE, UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN > J m BOTTOM OF STUD COLUMN CONNECTION w 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN w 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN 0 NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE 'a) } N HEADER STRAPPING KEYNOTE Z NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD W C� 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD W 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION O 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 0 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD 0) GROUP TO 1 ST LEVEL STUDS/HEADER/BEAM. t` NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP IT LA t` NON -BEARING HEADER FRAMING KEYNOTE O O U) NO HDR -# NUMBER OF KING STUDS EACH SIDE OF OPENING Z Vt , ,, HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY 0 Q LOADED CONDITIONS ABOVE w W #2 SYP HEADER FRAMING KEYNOTE Z z ' I 1 (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENINGI co O NUMBER OF JACK STUDS EACH SIDE OF OPENING w DEPTH OF LOAD -BEARING #2 SYP HEADER W NUMBER OF PLIES IN HEADER Z O 0 Q Q ENGINEERED LUMBER HEADER FRAMING KEYNOTE `Z 0 Uj (2) 9LSL-1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING Q J W LU NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 V W w HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) O X DEPTH OF LOAD -BEARING EWP HEADER U_ LL LL � NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) Zo Z HEADER FRAMING 0 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. w W STAGGERED. 0 Z 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN i� EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. Ix IY 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. O C- 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS U LL 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. Q w 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE Abbott Park -I CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST Of Q FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. O - _ 0 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: Q LOT 018-02 0 • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 w • SPH w/ (12) 10d x 1-'/2" @ 16" O.C. OR U Q • DSP w/ (14) 10d x 1- 1/2" @ 16" O.C. OR Z z • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 %" (OR EQUAL APPROVED BY EOR). 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. U) O PROJECT NO. w J 2021.006633 O U- FRAMING NOTES Z DRAWN: O = JAR -.0- 1 . SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. 0 p ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN W CHKD: U') A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). X MJP U) ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S W W SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, LINO. ALL WATERPROOFING AND FIRE SAFETY Q Q SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. U 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN ,,��r►�� �rrr�r�� (n TABLE 2304.10.1 -� `%%% S�(IN LqN� ji,� (� 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. } �N �J•.• G•E N • �� 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. m `�� .•��,� `SF '.• �� Z UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR NO 85166 SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) W Q 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. Z * ;• Do uSigned by: • * = d 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. .� �fr 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM O �- � �Fi THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. w �••.• a 10 Ei,3��.�` U) 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD �i�'��•;c� O Ft 10 P:�\C;,�� Z Z SS;O N Al U QQ O 05-18-2021 Q 1= w v REVISIONS: w U- _ _ _ _ Q No. Description Date ~ -- w (n J i-- -- - 0 Z --- Z U � w X w STm1 10- l`.MIUMFTAI f.ONNFr..TnR FN[;INFFRINr. )ocuSign Envelope ID. 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 VERIFY AC COND LOCATION W/ SITE PLAN cV E0 nl 9 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND 0 CT HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. O O • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS � A P E 0 - ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND I C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N U COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED ap N PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O (D • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 0) SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT ' EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB 04 IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. cM • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS.tds • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J Q RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON -j 0)SHEET ST-2D. true design studios z l ---- O U) FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O 8"x8" DEEP THICKENED rr�� 12" DEEP FTG UNDER BOX p 4- EDGE w/ (1) #4 CONT a COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN H cn Lcl24'(DEEP FTG U) DeN'RHOMO a)16"SQxl2" DEEP FTG 3) #4 E a w/ 3 #4 EW � Ej 30"SQx20" DEEP FTG 36"SQx20" DEEP FTG r L� w/ (4) #4 EW w/ (4) #4 EW m 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP Uj r I � w/ (5) #4 EW, T&B AS SHOWN, SEE MASONRY Q NOTES ON ST-1 1 1/2" SLAB EXTENSION a AT FULL ROUGH U) OPENING WIDTH I.) - 65'-0" 60'-0" 2l_8" 2l A-Yll z - - - W SIM 9" CURB 5 ***NOTE TO CONTRACTOR*** I)f ST-211) DR HORTON DOES NOT ALLOW FIBERMESH AS AN p ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET 0O I 0) ■ i ■ ^ ■ ■ 1 ■ 1 ■ ■ ■ I ■ ■ - - - - - - - - - - - - - - - - - - - - - - - — I o I I 1 i 1 � I I■ 1 ■ I H `r C') I I 1 I 1 ■ I 1 `' I- ST-2D i _ J 1 I ST-21) ill — - I - 4 4 4 I ST-2D -4" 1 � ST-211) 1 24'-5 1/2" 5'-0 1/2" 1 71-6" I 2'-4" 20'-8" I I 1 I I I — - r , �— 1 ST-2D I I I UNDER DOORIN ■ I I I .. IX I 1 I I- 1 I _ 5'-1 1/2" _ _ _4'=6"_ � 4 I ■ I 'I bo I I 4 5 .. _.. _ ST-2D ST 2D I �I t I I I I■ ........... ........... ................. ..... ..... ....: Ilk ■ ■ �■ �- - - - - - - - - - - - - - - - - - - - - ■ ■ ■ 2' 8 1 /2"�------- 14'-0 1/2 " _ _ - _ _ - - I B I ,ice -- �` � 6 OPT L � I I O E3'- o 2l4 11 I p#' I r4" I 1 U_ O 011 t17— 1 0 0-- ■ ■ ■ L_ 163 I 1 B 1 �,- - - - - 10_11/2° - - - - gl�l I � I ■ \ I ■ I 1 1/2if T \ I 6 I OPT r-j I NI I 1 — ST-2D &4 1 d" I 0" iVI I 1 11 1 2------------ _------- 1 B I ST-211) 9I ■ I ■ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - —1- — — — — — — — — — — — — — — — —\ ...—....;— —! — — — — — — — — — — — — — — —J -4 T-8" o FOUNDATION-fLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" I VERIFY AC COND LOCATION W/ SITE PLAN 56'-0" 65'-0" CV 00 v 2"0 VENT TO EXT I I I I ABOVE THE CENTER LINE OF THE HORIZONTAL DRAIN PIPE LO zIt ti o O Cn Z Uj U) W LL Z Z W 2TVENT TO EXT I W C.)� � W O z I (7 > Q Q z o WQ J Uj Uj V W Uj 1 O X I LL � t- Z a I-- Q W H d Z O a U_ p W Abbott Park Q O �U U- LOT 018-02 W H Z_ z OPROJECT NO LU J 2021.006633 ° z DRAWN: O = JAR 8 U o LU CHKD: U') MJP U) a LU Q U %011111111111 (/) m �•'�,\G E z W No 85166 z = * •• -DTSigned by: •` * _ Q 4 1D EF4. U� O •• ','CQ z Z U) 111rllllll111�, O 05-18-2021 p F- W U REVISIONS: U_ T_ Q No. Description Date W _ Q 0 - ~O Z - -- O SANITARY ISOMETRIC w ° F- X ST=2 D_ (:MlIIMFTAI (`.nNNFf.T()R FN(,INFFRINr. BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. 3ocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 EXISTING EXTERIOR CMU MIN. 3" EDG STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVEF FLUSH w/ 3000psi CONCRETE. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0' _0" A.F.F. SEE ARCH - -� - --- (MAX 20,E 4 - o a DEEP) \ O 4 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 FIBERMESH \�/\\ 4 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION L--- CONTINUOUS CONCRETE FOOTING, SEE PLAN LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE - EXISTING FOUNDATION. TYPICAL STEP IN FOOTING DETAIL 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" ED( STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w) (2) ROWS OF 3/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVEI FLUSH w/ 3000psi CONCRETE. / / A D � D D - EXISTING FOUNDATION � I \ • G - 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB i I BLOCK W/ (1) #4 OR #5 CONT. - w cn of VAPOR BARRIER �j\� Uj o \\/ 77 #4 OR #5 VERT REINFORCING - ' / UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C.z// \\ o L - Ox Xx ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM 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 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 W/ SLAB W/ 6x6 W1.4xW1.4 U (1) #4 OR #5 WWF OR FIBERMESH > Q ¢ (n CONT r ww w _•-.. a .. a wQ - FINISH GRADE //\ a F L0 #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. / p FOOTING TO BEAR ON FIRM UNDISTURBED SOIL --- ADDITIONAL #4 OR #5 IN BRICK LEDGE 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 07 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. 3 %" CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH \ MINIM 24' i--- , (1) #4 OR #5 90° BEND @ 48" O.C. 36" MAX VARIES PER 4" CONCRETE SLAB W/ ARCH PLANS 6x6 W1.4 x W1.4 WWF _�� 77�- OR FIBER MESH \\ \\ \\ \ \\ 12" MIN O v) , , • REINFORCING PER U Z ° ° MONOLITHIC FOOTING 6" OPT. EXTENSION ° SECTION 1 ° " ° IN BRICK LOCATIONS FOOTING TO BEAR ON FIRM ON FND PLAN UNDISTURBED SOIL --� -• ADDITIONAL N0.4 OR NO. 5 MIN 112" //\\//\\//\\//\\%/\\//\\//\\/ BAR IN BRICK LEDGE STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING *ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL ° ° '\ VAPOR BARRIER / FOOTING TO BEAR ON FIRM UNDISTURBED SOIL - b -- 12" UNDER 1 STORY WALL W/ (2) #4 OR (2) #5 CONT 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT _ 'C�CITINC� gP:r.TII)N _ 'AR" KAAY IIFPTP *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-O" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" > E ALL OTHER EXTERIOR WALL O CLADDING - \N 8", U.N.O. ON ARCH o O VAPOR BARRIER \//�\ b \\\\\\//\\/\\ O 0 12"MIN\\\\\\ APEX -� O (D FOOTING TO BEAR ON r� / 6" OPT. EXTENSION IN BRICK O C' FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN � 12" UNDER 1 STORY WALL w/ N ols (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 chZz BAR IN BRICK LEDGE fj 16" UNDER 2 STORY WALL w/ LL (2) #5 OR (3) #4 CONTINUOUS W J t S 1 MONOLITHIC FOOTING SECTION true design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" w • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. 6) FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 Cn PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O_ O CONCRETE SLAB w/ 6x6 C) (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH LU 11HORTON' 0 / 16" VAPOR BARRIER w Zz Q Q1 3 BEARING WALL FOOTING SECTION } z w CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR w FIBERMESH w 0' 0" A.F.F. O SEE ARCH 00 ° 4 \° DETAILS 8" MIN p (n 8"x8" THICKENED 8" Z W FTG AT STEP-DOWN, SEE VAPOR BARRIER � Q-/ PLAN w L.L CURB STEP SECTION U) Z W 4 m O rn 8" UNDER MASONRY WALL w W Z OCONCRETE SLAB W/ �--- -I 6" UNDER WOOD WALL 6x6 W1.4 x W1.4 WWF I ° Z I'' Q OR FIBERMESH VARIES = SEE ARCH w �++ w VAPOR BARRIER (MAX 16") Q _j W 2 U w w o x ° % 12" MIN /\\//\\//\\//\\//\� LLLL \/ LL �\ ° e- �/\ ,�\ r\\/\\//�\//�\///\ Z a Z 6" OPT. EXTENSION IN BRICK 0 LOCATIONS ON FND PLAN O FW-- a z ADDITIONAL NO. 4 OR NO. 5 --. BAR IN BRICK LEDGE 0 a LL Q W 0 J - 5GARAGE EXT WALL CURB SECTION w Abbott Park Q _ O 0 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE _ FOLLOWING OCCUR: U- LOT 018-02 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Uj . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY (j Q FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY z z PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. - (D �rn W CONCRETE SLAB W/ 6x6 0 PROJECT NO W W1.4 x W1.4 WWF OR 0 0 FIBERMESH 2021.006633 LL 0' F. -0" A.F.O - �- - SEE ARCH z -- - - 0 DRAWN: (MAX 20" = JAR o DEEP) U O CHKD 4" w MJ P w Q 4" EXTENSION Q UNDER BRICK VENEER X U Q �i�W 12" UNDER 1 STORY WALL #4 OR #5 CONT VAPOR BARRIER5• ��% lIN LA/V�F� �� . W/ (2) (2) 16" UNDER 2 STORY WALL 00 0•• NO 85166 % Z w/ (3) #4 OR (2) #5 CONT w : 6 BEZ ARING CURB STEP SECTION LDo i 4 D EF43 ; 0 % 1QF y.��` W .,n•.A, t.:�. TYPICAL REINFORC BARS AT THICKENE FOOTING, SEE PLA MIN 24" LONG #4 O BAR SET AT MID -DE OF SLAB, TYP ALL RE-ENTRANT CORN L HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS I NG D N O 05-18-2021 R #5 F- w PTH _V REVISIONS: w ERS LL - -- - _ Q No. Description Date w _- (n J } U O - -- -- ~ O Z O V � w X W ST=2D CMUNFTAl CONNECTOR ENGINEFRING¢ )ocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 GENERAL MASONRY NOTES DC1 j T-0" 6'-8" 4'-10" ,, T-8" , 4'-2" L-2 I MIA m T-0" 1'-4" T-8" 5'-8" 4'-8" 5'-10" 5'-4" 3'-81.e 3'-2" 6'-8" 3'-8" 3'-8" 6'-8" T-0" 7 w& 1 CA/CI CTDI 1^TI 112 A 1 121 A AI • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • Al LINTELS MAY BE FILLED OR UNFILLED • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECA DIMENSIONS ARE APPROXIMATE. M • SEE TYPICAL DETAILS FOR LINTEL IN MASONRY LINTEL AS NOTED, SEE PL SPANS MAY VARY +/- 8" FOR ROUGH MA) MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED N INDICATES GROUT FILLED CELL WITH ■ NO.5 BAR w/ VERTICAL BAR IN FILLED 30" LAP REQUIRED, TYP AS SHOWN Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILL 30" LAP REQUIRED, TYP AS SHOWN [� OPT. NO. 5 BAR APPLIES ONLY IF OPT ❑o NO. 5 BAR w/ VERTICAL REINFORCEME HEIGHT OF DOWEL = HEIGHT OF COLU FRAMING KEY NOTES (CMU) D NOTES APPLICABLE ONLY WHERE SPECIFIED (SEE SHEET ST-1 & 5 FOR TYPICAL NOTE 1. MIN (2) INTERMEDIATE JACK STUDS REQ OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON D LOCATIONS WHERE INTERIOR SHEARWA PLATES, ALSO SEE INTERIOR SHEARWAL ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER A. IF FLOOR TRUSS ALIGNS ABOVE SW, BOTTOM CHORD TO SW DBL TOP P B. FRAME AND SHEATH SW TO FLOOR FLOOR DECK TO SW DBL TOP PLATE 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ • SECOND LEVEL WALL STUDS STRAP LEVEL WALL STUDS w/ MSTA36 OR CS18 @ (APPLICABLE ONLY w/ WOOD FRAME FASTEN EVERY STUD TO BOTTOM PL OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 5. FASTEN EACH BEAM TO MASONRY W/ ME LINTEL SCHEDULE LINTEL NO. MAX CLEAR OPENING LINTEL DESCRIPTION L-1 L-2 L-3 L-4 L-5 - L-6 L-7 L-8 L-9 L-9.1 - L-10 16'-0" 3'-0" 6'-0" IZ, T-0" 7 -8 — 1'-4" 4'-4" 8 F-1-32 sus 8F-16 8F-16 8F-16 8F-16 8F-16 8F-16 _ 8F-8 RF-16 or- 10 rMi I/M�TAI 0 O CV ST LINTEL OR EQUAL. �? D C1 g ON PLAN o � S) - - - > rn Q UIRED BETWEEN N J m ETAIL SHEET. IN w LLS HAVE VAULTED TOP Q L AT VAULTED TOP PLATE 0 ONE OF THE FOLLOWING: U) ATTACH FLOOR TRUSS } LATE W/10d @ 3" O.C. Z DECK ABOVE. ATTACH w W/10d@3"O.C. (� w w SP2 OR SDWC15600 @ MAX 16" O.C. OO PED TO FIRST O MAX 48" O.C. 1` FIRST LEVEL) IT u7 T w/ SP 1 1` @ MAX 16" O.C. z Z TA12 UJ 0 w 0 Z) 00 Of w w z z w 0 O LL 0 O 0 U Q 0 O J LL Q U Z 0 O J T- -- Z COMMENTS U w GARAGE DOOR H w - a - - Q SGD x REAR PORCH REAR PORCH REAR PORCH m FRO_ NT PORCH _ W FRONT PORCH(ELEV A) Z FRONT PORCH(ELEV B,E&F) WINDOW(ELEV F) O w Q Z U) O 1= I= U LL U) 0 O _I O Z U w F_ X w a Q rn�lr��r.TnQ �Iur.Ilu��Rllur. O� U O APEX U O I d C2 true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 vi O cn 014HOBON' bile, VA m w o V J w ww� w X a U. z 0 0 z w Abbott Park Q U LOT 018-02 0 _ w Q Z O co PROJECT NO w 0 2021.006633 LL DRAWN: JAR o CHKD: u7 MJP (1) A/Vj' U) �. cENs• .9 'moo O No 85166 * • quSgned by:LDo = T4971DQFFi F43V... +� •��`F • �< OR P ���� Z S10NA� 01�`�� ¢� 05-18-2021 00 w REVISIONS: w No. - Description Date _ I— w J _ Q - — -- - U) - -- H O Z O 0 ST=3 )oCuSign Envelope ID. 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 1st LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" III\ RACTA Art !1M It W O Z TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • 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. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ 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 O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 _- 2x12 12" 15'-5" - 19'-11" 23'4" 26'4" 16" 1 T4. 1 T-3" 20'-7" 22'70" 24' _ 19-11" 14'-1" 16'-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 19'4" 25'-8" 26-0" 16" 11'-3" _ 17'-8" 23'-4" 26'-0" 20'-1" 23'-11" 24" 9'-10" 15'-6" 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 BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE W/ 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 • 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) 12d COMMON 2x8...................................(6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS %4 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED PT 2x10_._(2) ROWS %4' 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6...................................(3) W x 4 '/2" LONG #14 WOOD SCREWS PT 2x8...................................(5) YV x 4-%" LONG #14 WOOD SCREWS PT 2x10W x 4-%" LONG #14 WOOD SCREWS .................................(7) PT 2x12.................................(9) Y4" x 4-'/2' 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 6.•(1)48"&(1)24"BEARIN • EACH BLOCK TO TRUS STAGGERED • TRUSS TO MASONRY r_MI UMFTAI U 0 co rn 0 N O O N N OR O O N N M J LL W J J Z O Y U Q O O T_ W 0 J m W Q U Z W (D W O O O m I` LO I` Z Cn W Cn m af W Z Z W 0 0 LL O F-- O IZ O U Q O J LL Q U Z G BLOCK REQ'D OJ S W/ (3) ROWS 10d @ 4" O.C. Z BELOW W/ LGT3-SDS2.5 = U w F- x w Q X m 0 O Q O F- F_ U LL a CA O J Z U w F- X w a Q r.nNNFrT0R FN(;INFFRIN(; APEX Zzz tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O U) H a w LL Z w J O cn V O a V J w ww/ W x a LL z O 0 I— Z_ a U- W Abbott Park Q U LOT 018-02 0 W F- Q Z O PROJECT NO. 2021.006633 0 LL DRAWN: — - -- O JAR O CHKD: lii 11/ P] in u `���r���r►t������ (/) 01 No 85166 �Lok 4 1D EF43 ;� .�T•'•••� O 10P.•��,. (9 R �i FS . • :? ♦ Z 05-18-2021 0 w REVISIONS: w 2 No. Description Date w — � J U Z O 0 ST=3A JocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E1876486 TYPICAL ROOF DECK U SHEATHING. SEE TABLE 2. 2x NO 2 SYP BLOCKING TO FIT TIGHT 0 WOOD STRUCTURAL PANEL BETWEEN TRUSSES, (3)10d TOE -NAIL @ > SHEATHING REQUIREMENTS EACH END, BLOCKING MAY BE OMITTED o ON SHEET ST-1. FOR HEEL HEIGHTS <9" -------- 0 TRUSS OR RAFTER TO BOND FOR MISLOCATION tie'<X<11Z_ - BEAM META12 - 3/4" BETWEEN TOP OF WOOD PANEL w AND CENTER OF FASTENERS. FASTEN 2x6 NO. 2 SYP SHIM TO TRUSS W/ MIN (10) 10d #5 CONT. -1 ) 1 HTA16-18 W/ MIN (7) 10d x 1'/i' w (1) #5 BAR CONT. IN TRUSS (NOTE: IF META12 g MIN 19/32' EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 1Y2" <X OR HTA16-18 IS IMPROPERLY w HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST INSTALLED, ATTACH TRUSS Q DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F CE Q Vzz TO BOND BEAM W/ HTSM20 VERTICALS, ATTACH TO TRUSSES AND •' _ • LO o (1) #4 OR #5 BAR AT CORNERS OR HTWM20) BLOCKING W/ 10d @ 3" O.C. ; ; ; N ZLi WITH MIN. 25" LAP FASCIA (SEE ARCHITECTURAL) 2 #5 CONT. TRUSS TO TOP PLATE T FASCIA (SEE PROPERLY WIND LOAD RATED SOFFIT V I W/ H2.5T OR RT7AT ARCHITECTURAL) MOISTURE MATERIAL CONTINUOUS @ PERIMETER. BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C OR SDWC15600, LINO MOISTURE BARRIER ° C OTHERS DESIGN PRESSURES ON SHEET ST-1. o ON PLAN BETWEEN MASONRY AND I PROPERLY WIND LOAD RATED TRUSS OR RAFTER TO BOND BEAM W/ NON -PT LUMBER BY OTHERS SOFFIT MATERIAL (1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x VERT. REINFORCING TO I CONTINUOUS @PERIMETER. CMU BOND 1%" IN TRUSS (NOTE: IF META12 OR 8" CMU BOND BEAM HAVE 10" STANDARD SEE TABLE 1: COMPONENT BEAM W/ #5 HTA16-18 IS IMPROPERLY INSTALLED, POURED CELL w #5 BAR CONT. HOOK INTO BOND BEAM AND CLADDING DESIGN CONTINUOUS -- ATTACH TRUSS TO BOND BEAM W/ FROM BEAM TO FOOTING i PRESSURES ON SHEET ST-1. i HTSM20 OR HTWM20) (1) COURSE CMU BOND MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 BEAM W/ #5 CONTINUOUS BLOCKING NOT SHOWN FOR CLARITY AT CORNERS MAX 32"O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 , WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE 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" O.C. BOTTOM PLT ANCHOR '/z' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR WEDGE BOLT W/ MIN 4%" EMBED W/ WASHER @ MAX 48" O.C. U° o a j 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 EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 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 30" 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) 0 WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: ALTERNATE WALL SECTIONS & TYPICAL DETAILS 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. DIST. FROM DOORJAMB MIN. SCREW DIST. FROM DOORJAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH OR 11/4" PER MANUF. 3" 5" 11/2' 3%4" 37�6 5„ 115/16 3 3/4" 3 3/„ 6„ 2 /4, 33/4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS %" DIA. @ 30" O.C. STAGGERED • (2) ROWS 3/6' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x- PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE c ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED '/.") 1x_ PT NAILER BUILT UP 2x ATTACHED TO MASONRY, (1) PLY 1 x_ OR �6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) CD O APEX O 01q" U O m N i (0 N CV M J LL W tds 1 +, _c J J > true design studios -6 > 7 Z 0 U < 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 ` c vi O O O_ � � W H j � D#H > m w Q c U Z W (D W w O O O O ti zIt t` O O Cn Z W W LU 0� W Z p U)m _ w w V Q w O Z 0 > 0 LU w L1J o o J M Of (a) w w t- Oi x �■ [� ILL L T r O ZO i= w n0. z O a U U- Of LU Abbott Park O U U- LOT 018-02 p Q - - w z �/ OPROJECT NO. W J 2021.006633 O _ w Z DRAWN: O U JAR _ o � CHKD, MJP U) x w w d --J a � ,����i�rrrrrr� U) ���•,�5� 1N LqN/�.,� 00 • �,� S� • �� _Z 0 W No 85166 � ' Z * LTF,,IDQ o uSigned by: Z ##'ss,/O N AL cn 'rrrrr111111`t� Q O 05-18-2021 p H w U REVISIONS: LLLI U- _ Q No. Description Date ~ - w U) J Q -- w OJ - -- O z — -- z = O U LU I— X ST=5 W 0- CMUIMETAL CONNECTOR ENGINEERING )ocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE FASTEN ROOF DECK TO OR FLATWISE) FRAMING @ 3" O.C. ON TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING EDGE, 6" O.C. IN FIELD BETWEEN TRUSS TOP CHORDS W/ WITH RSRS-01 (3) 10d COMMQNS EACH END ROOF DECK 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1 1/2" 2x4 NO.2 SYP BLOCKING BETWEEN PROVIDE PANEL OUTLOOKERS. FASTEN EACH EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d FASTEN 2x6 N0.2 SYP NON -DROPPED GABLE COMMON @ 3" O.C. DIAGONAL BRACE TO BLOCKING w/ (6) GABLE TRUSS • 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRAC , SEE PLAN WALL SHEATHING PER PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE L OR T BRACE VERTICAL REINFORCEMENT PER � TRUSS ENGINEERING FASTEN 2x6 N0.2 SYP- "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. 8'-0" OR AS SHOWN ON PLAN - MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/2' - (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR �� BEAM W/ HTSM20 OR MSTAM36) FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAMMV B3 1) MAX. TRUSS SPACING = 24" O.C. 20 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. BOND BEAM BOND BEAM REINFORCEMENT REINFORCEMENT J (SEE WALL SECTION) uj (SEE WALL SECTION) D o _ o w FILL SOLID TO BOND BEAM w FILL SOLID TO BOND BEAM U U w � LINTEL REINFORCEMENT 8 F - # -a ---- DEPTH OF LINTEL 8 F -1 - #-+--DEPTH OF LINTEL ASSEMBLY "d" ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND 8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-# 8F-1-# BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED O O 8U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. sus TYPICAL PRE -CAST LINTEL OPTIONS t MOISTURE BARRIER BY OTHERS '( UPLIFT CONNECTION PE TYPICAL WALL SECTION TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2; SHEET ST-1 (PORCH CEILING BOARD) U.- TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) 8'-1" ABOVE F.F.E. TOP OF GARAGE DOOR Y 6'-1" ABOVE F.F.E. 4'-9" ABOVE F.F.E ABOVE F.F. F.F.E. Fm- ILOF OPENING 2x6x12 PT CENTER BUCK " 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 '/V EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/2' x 4,s' 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 #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. a o g io N Z D — PRE -CAST LINTEL PER PLAN ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN — FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN — MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER J E 0 Amf*4\ U j Ocy O N N � 0 ;5 C\Iq OR 0 (I) o a7 15� W N 04 (0 J MUST BE LL iNE PIECE, _tds J � ING J-6 , true design studios N z O V U Q 9000 REGENCY SQUARE BLVD. ' SUITE 100, JACKSONVILLE, FL 32211 TRUSSES NEEDING BRACING � - - ----- - o 4- LATERAL BRACING - MULTIPLE TRUSSESco W 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY 014HOMON, Z3 CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. N 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS p NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. s } 4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. W 1 _" MAX =" MAX ]6" MAX 'MAX MAX CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE } N WEBSIZE BER� SPECCIRIED TLOTRRNATESCAB BRACING W 2x4 1 ROW 2x4 (1)2x4 W 2x4 2 ROWS 2x6 (2)2x4' T-BRACE FASTENED TO --- WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 O 2x6 2 ROWS 2x6 (2)2x4` � 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6" I L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SINGLE TRUSS BRACING z0 C) 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL W SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN (n Fm < WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z w "IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR _ REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) W TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND O w GRADE AS WEB TO BE BRACED. L LU w Q O VERTICAL BARS TO EXTEND TO z TOP OF WALL AS SHOWN. MIN 5 > Q Q 6" BEND INTO BOND BEAM z TOP OF WALL W W W 0 W Uj - - -1-- —h — - — _ W r- w U. -- - -- - -- o Q z ~ ° } -- - 4 0 O a z -------------------------- w O n U LL Q w L -- Abbott Park -' 1 Q O _ U J PRECAST LINTEL SEE J - PLAN < LOT 018-02 0 \ Q _ w i EXTEND REINFORCING TO Z Z END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS } 0 U) SHOWN. 0 PROJECT NO, w — -. MIN (2) SOLID FILLED & O 2021.006633 0 REINFORCED CELLS W/ NO.5 _ LL VERT. BAR ADJACENT TO z DRAWN: O — -�I GARAGE DOOR OPENINGS. U JAR -- c LU CD NO.5 VERT. BAR IN FILLED CHKD: CELL AT EACH END OF PIER X MJP U) a J NO. 5 DOWEL TO MATCH EACH Q Q SOLID FILLED & REINFORCED x U {i CELL EXTENDING FROM FOOTING U) TO LAP WALL REINFORCING �.SHIN LANs W/ MIN 25" LAP UNLESS NOTED ,��� ��••*C,E N, • F9 �� -- OTHERWISE ON DOWEL & LINTEL Q ; ' F Z PLACEMENT PLAN. MIN 6" BEND �" No 85166 AT BOTTOM. W * : • k = z --DoyuSigned by: CONCRETE O j FOUNDATION WORK W : �'.• �a�ioQt�EFaa /.�.: 1 -- PER PLAN 40 Al� O P ,• \�� U' Q ��` �'• •. R C? �� z - --- -- z ,SS;ONA`%%%% - (/) r�ttttttt I I I 05 O -18-2021 p ------ --------------- - — W i I i I I I U REVISIONS: Lij \ w- _ No. Description Date w i— - --- U GARAGE SHEAR PIER ? - - -- - j - o U 0 w H X w S T j ro CMU/METAL CONNECTOR ENGINEERINGa s • 0 0 0