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HomeMy WebLinkAbout7899 Wheat Stone Dr)ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 1. ,, DRAWING INDEX ARCHITECTURAL SHEET NO. I SHEET NAME A000 ARCHITECTURAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 A501 DETAILS DETAILS STRUCTURAL SHEET NO. ISHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN _ 1st LEVEL FRAMING PLAN ST-3A ST-5 TYPICAL WALL SECTIONS STD I SECTIONS AND DETAILS DR .HORTON A3AB ASTOR ELEVATION B Abbott Park,, LOT 013=03 ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN ALL WORK SHALL COMPLY WITH PREVAILING L CRIDq 6UILDINt; ��JCE. AION IJA; E . C'f'P!C, CODE D THE^._P1�YR ORDINANCES HILLS RE'',lEw n Arl 2 CITYLS ATE i PLAN EXAjvjNER 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 1 st Floor 1504 SF 11504 SF UNCONDITIONED AREA Garage 390 SF Entry 31 SF Lanai 86 SF 507 SF Grand total 2011 SF VOLUME 1st Floor �4�38 038 CF;Grand total CF- 14 Ln O 0' U APES0 U)0 LU z N U) Z) Ix w LU Q z D c t S Q true design studies Q' O J 9000 REGENCY SQUARE BLVD. a) LL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 0 CD O U1109ON' U � 0 ! o' O J LL C�.. Q. U z } C� O O z U LU H X w Q U) X 0 L!J m � m_ 0 z LLJ w cl) z O U) 3: 0 w Q O z m > o a LL]LLJ w Lu � o U LL w LL U) } x O z 0 O 0 z w U z LU Abbott Park w x a- LOT 013-03 w Q -- — .J U PROJECT NO 2021.006634 z DRAWN: JAR w CHKD: LL JAC 0 0 0 LO U) w J Q U U U) (D z_ U) 05-18-2021 0 z REVISIONS: < No. Description Date - w _ cn -- - w w O 0000 z 0 )ocuSign Envelope ID: A4009781-616CA779-89D3-82670B892C17 Footer Re -Bar (sized according to foundation plan) 4 #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to Tooter steel 1.4 w/ (2) ground clamps 5' apart UFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER MAIN T DISC. 150 OR 200 AMP N.T.S. 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. — A/C DISCONNECT E 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 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY _APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BILK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC 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.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN T-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • 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 L 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 IT'S 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 LID o O C0 APEX0 U) U W Z 07 N m W tds I��I� W Z Z � W N Q true design studios O J 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 C 904.821.5200 p LD V) O U 041HOMON ' :3 J IL Q � U Q Z 0 O J O Z U W X w W Q_ a U) p Mw � W m 0 W W O Cn U)3: O zLU 0 m > o W W ° M Uj mowN/ a_ U LL LL Q W f� x X 0 O O 0 Z = W U ~ Z Uj Abbott Park a W _ LL a- LOT 013-03 J Q Q U 0 W PROJECT NO f- 2021.006634 z - -- (D DRAWN: JAR w - -- 0 CHKD. LL JAC O 0 0 u7 U) W J Q U O Z_ 0 05-18-2021 O _Z REVISIONS: No. Description Date - W W - f- W Q co O AOOO Z O 0 it 11 )ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 FLOOR PLAN KEY NOTES VERIFY LOCATION W/ SITE PLAN ti Ln N W C7 w= N � Ln bo 0 N _ I I � I I 8 5,-4„ I I I I I I - ao co :OUTDOOR LIVING I 1 9'-4" CLG i I I ii o qt 1'-4�_ 4'-8" 6-0" 7'-10" BEDROOM 1 9'-4" CLG a w O (.7 N O 00 O 00 H8 i 21068 5'-7" 3'-1 " 8'-4" I I I 4010 FX 8' - 0" H.H. 011 n127 120 o iv �� 210 o i�� � 00 BATH 1 N 9'-4" CLG 10'-4" I I I 3052 SH EGRESS 8' - 0" H.H. 70'-0" 2'-4" , 2'-4„ I MI I 00 O N I o I °+ �I � .._ N N ri .I N BEDROOM 3 M4 9'-4" CLG 3 SHS 3SHS q� N 2 _8" 101 6'-0" I N 00 rw WIC 9'-4" CLGE N --- - - - -- - 1S&1R ee) GREAT ROOM 9'-4" CLG M O Cb r 17'-8" 15'-10" 1 st LEVEL FLOOR PLAN 1/4" = 1'-0" WHEN PRINTED ON 221lx34" 23'-8" I I o 130 I 0 001 I I is ,142 KITCHEN 10811 v. --_ _ _ 9 -4 CLG 3052 SH 8' - 0" H.H. EO 0 M -3 1 /2" 10'-8" I I I 3052 SH EGRESS 8' - 0" H.H. BEDROOM 2 9'-4" CLG N -- HALLL �o BATH 2 9'-4" CLr, 9'-4" CLG I N`_" j 101 I I I 2'-4" '-8 1 /2" 2'-10" N 5'-6" 0 DINING / 00 9'-4" CLG 2468 3 SHS 2-3052 SH 8' - 0" H.H. 19'-10" - ---,ice--- - 4'-4" 23'-0" 51'-0" 70'-0" 20'-8" 23'-10" VERIFY AC COND LOCATION W/ SITE PLAN _ 2'_0" HB ELEC PANEL I O O I i C I I I I iv I X�i GARAGE I I I I 9'-4" CLG i I I L—_—J I I C? `r' 164] 123] I 160 1 110 101 N 21068 HIHIN LA NDRY 0 0 ❑ 9'- "CLG O ,..., o , M N 163 162 �" . Y o = I� p CDu7 3'-0" 3'-4" �, 3'-7 1 /4" 7'-4 3/4" 0 o FOYER _ iv 9'-4" CLG �' l _N ENTRY lol "' b 9'-4" CLG (V 2'-0" 15'-4" 5'-4" V-4" 13'-0" q b a) 00 N (SEE SHEET A000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 %" 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER � O � U u7 I` O0 U APEX0 U W a) Z_ N U m W W _Z 0 Z t S W Q true design studios !Y O I —1 9000 REGENCY SQUARE BLVD. NI LL SUITE 100, JACKSONVILLE, FL � 32211 904.821.5200 p ch c O CF DRUMM* (1) U � O _I ILL Q � Z_ } 0 O J Z 2 U W H D- wW r��/� Q VJ O M w W m 0 Z W Z O u) 0 O a F- w O Q Z 1L1 0 J LU M W w Q ~ � w a �- _ ILL � Q � X O z O O z 0 = W U z Z � Abbott Park a W U- a_ LOT 013-03 w Q - - - —j U U) W PROJECT NO f- 2021.006634 z DRAWN: JAR w CHKD: � JAC O 0 O u7 U) w J Q U U) C9 Z_ 0 05-18-2021 O z REVISIONS: —No--.-1 Description Date -- - - w w w w Q F- Al 10 Z O 0 )ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 1 ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF v 201 - SHINGLE ROOF u7 ti 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 0 o 204- MILLENNIUM ROOF VENT W A PEX 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT w 221 - CEMENT PLASTER FINISH - OVER CONCRETE _Z qj MASONRY SHALL BE 1/2" THICK TEXTURED PER U) ® ® COMMUNITY SPECIFICATIONS Z) SEE GENERAL NOTES A000 FOR SPECIFICATIONS 00 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS w _ SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY w SPEC NS. OVER T IMPREGNATED PAPER -1st LEVEL BRG (TOB)_ _1st LEVEL BRG (TOB 1st LEVEL BRG (TOP)_- _ ,_ _ _ _ ____� �� _1st LEVEL BRG LOB BACK IW WIRE LOATH, OVER HOUSE LWRAP OVER EXTERIOR 0 _---------- FURRED-_ 9 A. 9 4 - 9 4 9 �' SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE O A KIN FROM APPROVE W OUT FROM BACKING G O APP O O N wo studios tr design n stud o es :-i rz MET WITH F Q 9 HOD IN ACCORDANCE BC R703.7 •U: .� CC SEE N R SPECIFICATIONS S GENERAL NOTES A000 FOR S EC CATIONS 223 FIBER SIDING - - CEMENT LAP 'i - O ;;- 224 FIBER CEMENT SHAKE SIDING - C S A S G •�REGENCY SQUARE BLVD. 9000 REG S N _ c 22 F BOARD BATTEN - - 5 FIBER CEMENT B A & EN SIDING - - - LEVEL FF O 1 LEVEL LEVEL FFE 1st E L 1st '.r• 1st -,_•.- <v AC FL 32211 SUITE 1 KSONVILLE 1st LEVEL - - 00 J E E _ , ----------- _ ----- ------ -- - - cn --- _ z SYNTHETIC 26 S HETI STONE VENEER ��_ _ 2 C S O - 0' 0" � 0' 1, 0" �_ 0 0 0" � 904.821.5200 p 227 - STONE LEDGE _ 228 - BRICK VENEER ~ �_ 229 - FOAM CAP O cy 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN � 259 - 2"x TRIM - SIZE AS NOTED 11HOMN' RIGHT ELEVATION LEFT ELEVATION 260 CV BAND - SIZE AS NOTED -1"PROJUNO Q r 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. p - 1/8' = 1-0 WHEN PRINTED ON 22' x34" —� 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 263 - DECORATIVE SHUTTER SIZE AS NOTED \ O 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT -i 265 - DECORATIVE LOUVER - SIZE AS NOTED Q - - 266 - 4" DECORATIVE DRAIN TILES ROOF VENTILATION 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS Z j Area HIGH LOW VENT # VENT RATIO I PROP HIGH LINEAL FT PROP LOW 0 - _ 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. � rL OF LIGHT TO BE 6'-0" A.F.F. U.N.O. 0 2011 SF�83 in 483 inz 3 144 432 160 1470.4 0 - — z ® 12 w �6 1-- _ .__... __ ...._.....,= w Lim 1st LEVEL BRG (TOB)- 1st LEVEL BRG JOB 4 Q ............. . Q LLJ ' `• �•1 '•, ••, .I• , , - - m I- LU I -�' o i I °° w U) ti6o RIDGE ! I 1st LEVEL FFE - 1st LEVEL FFE .J .: 81' (TYP at 220 w FY I GABLE END) 2 O Q00 II ; RIDGE o 6:12 Z W co U W 0 M W w Q - REAR ELEVATION N I I r tD 1/8" = V-0" WHEN PRINTED ON 22"x34" ILL II _ ..._ ........._........r...r< Q _ x II � - - - ..... - 0 Z J 0 0 0 w (TYP) Z 2 F- U z Abbott Park X a_ w IL a- LOT 013-03 w R F PLAN _ Q 1/8" = V-0" WHEN PRINTED ON 22"x34" U 0 w PROJECT NO F- 2021.006634 z BUILDING HEIGHT AFF HEIGHT (ABVCRADE)_-BUILDING HEIGHT AFF IF 1T 1 3/4" 264 DECO BKT 17' - 9 3/4" 17' - 1 3/4. DRAWN JAR w L- -� 11"x17" __- _. 265 12"x24" CHKD: JAC LL 224� o N L hl 260 4" � w L J l ILa Il J !1 1' 1 ' _ 1st LEVEL BRG JOB) l I J JL,� I _,li . ;1� li III - - _-------_-- 1st LEVEL BRG (TOB u 6, _ Z_ 2 0 �1 - `_r Ll a L-1 �___1 L�J a l�_280 3068 w/ 3010 -1 L] TRANSOM ABV 05 18 2021 OD a �� R -- EVISIONS• No. Description Date 1st LEVEL FFE 1st LEVEL FFE 16" 261 FRONT ELEVATION -- - w - J Q 1/4" = 1'-0" WHEN PRINTED ON 22"x34" U H 0 A200 O 0 )ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS CONCRETE TILE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE:\ WD SHTHG OVER PRE-ENG WD �OOF PLAN) 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- 12 ELEVATION) F m W-PA�!&T4�j�j�jj�j�����j�jrdd L (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 A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 2 TYP ONE-STORY WALL SECTION A400 SCALE: 1" = V-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( §8" THICK STUCCO FINI% TEXTURED PER COMML SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FRC STRUCTURE)(TYP ALL VARIES (RE: 12 - - --- ELEVATION) VARIES (RE: , _ OOF PLAN) I' I 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 Al 10/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" —_ INSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) 4A40 TYP ONE-STORY WALL SECTION 0 SCALE: 1 " = V-0" t= 0 0 o q N >, L � APEX 0 rn x N � N co J U_ w w J � > tds Z � O true design studios U) Y U 9000 REGENCY SQUARE BLVD. (5 SUITE 100, JACKSONVILLE, FL 32211 C:C)6 0 Uj C ._j 0 KOHO90N ca w $ 1' 1, U) C) z w a 0 0 0 L0 r` O z w z w C — m w w w U) Z Z G w 0 O 0 O ILL (j w O 0 LLI O U r' X Q o z IY O O Q z z U � z 0- w } w O J O __ Q J U O U) z U0 PROJECT NO w w Q ~ z w DRAWN: 0a DVO U) Q CHKD: 0 TSD w O m o 0 LO w w O J w U Q z (� c� z o I— i= 0 U U_ Q O U) z >- REVISIONS: 00 No. Description Date 0 J — - -- w O w z -- — w _ _ w - - -- -- J X Q w U a a o A400 z O 0 )ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING Z (NAIL TO ROOF DECK, NOT Z WALL SHEATHING) U*) CAP SHINGLE - DO NOT �y NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. T 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B ® FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE FELT UN SHINGLE ROOFING � DRIP EDGE: OVERLAP f T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX BOTTOM O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ® FOLD at 77' WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES x ROOF/WALL SCREED x x x x 5x5 WALL FLASHING x x co \ M/�N W� w� CZ a� x x KICK -OUT x x x FLASHING x (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. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALL.ATI( WRB LAYER #1, STUC, WRAP WOOD SHEATHING APPROVED HOUSEWF 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 + --r/ \ ---- —Y /-- 7 i 2x SUB-BAND\W/1/2"X? NOTCH ----------- IC @ END, WRAPPED IN PEEL & STICK \ DRIP EDGE ------- 178„--7a . 1 I\ I 11 ie' TEXTURED I FINISH @ WOODB TEXTURED \ iF FINISH @ CMU / \ FROM METAL FASCWRAP FROM \ STUCCOI, j FROM WdDD WALL EXTE�RIO/R WALL \\ __(FR' ME R CMU) \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ ROOF DECK (BEYOND) _ MD10 C:nnc I" r= %AmI I (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 NAILS 6"-8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 �"x4" NOTCH @ ENC METAL WRAP FASCIA 2x6 SUB Bf DRIP EDGE EXTERIOR WALL (FRAME OR CMU) WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 8to 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 CLARITY SUB BAND DETAIL (a)- WALL WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 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 �I� WALL W/ KICK —OUT SUB BAND DETAIL @ WALL SCALE: N.T.S. C O O O U N � APEX =� � U O �IO � N � L3 N � N M J U_ W J J _ Z tds-= O true design studios Y U 9000 REGENCY SQUARE BLVD. N o SUITE 100, JACKSONVILLE, FL 32211 C O N T_ O_ W 'C7 H � D N U) C 6 DaRsH09ONa) m � o �- LU U 0 W O O O O ti LO I- O Z W W Z_ w U) m ..L 0. W w W Z V J Z G w 0 Q 0 Q O w J w o Q Q o w w a O U X Q 0 Z w O OILL. W Q Z Z IL 0 W O -- Q J U O Z � PROJECT NO w U I- W Q ~ -- Z IX DRAWN: w UI DVO Q CHKD: w TSD o IL O m \ 0 O 0 U') W U) W O < Q W U 2 U) Z (� o 9 _U � i ILL Q Z U REVISIONS: o No. Description Date o O — W Z to = W U _ W ~ H -- W W U a. A500 Q � Z O I )ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 I` o O O U N e- 0 APEX O U X N t7 N M J LL W J � J Z t S O true design studios Y U 9000 REGENCY SQUARE BLVD. N� o SUITE 100, JACKSONVILLE, FL 32211 c o vi a w O � 1 (n 01"HOMN' (D \ 1 ELECTRIC METER m ELECTRIC METER �— FIELD VERIFY LOCATION W FIELD VERIFY Q PRE -FORMED CONTROL / \ ,� LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) � JOINT W/ STRIP LATH 5/8 CEMENT PLASTER - LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC O 12" WIDE SELF-ADHESIVE I METER IA FLASHING CENTERED UNDER- •-+�:-'• ' CONTROL JOINT (CLEAN - - CAVITY TO BE FILLED U MASONRY BEFORE APPLYING) I WITH RIGID POLYMERIC W N ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR W SIMILAR) \ / ---- e. d SILICON BASE C) STUCCO FINISH SEALANT AT POINT THAT `T ELEC WIRE PENETRATES 5/8" CEMENT PLASTER / ..Ln / 6" SELF ADHESIVE ` 12" WIDE SELF-ADHESIVE L ` OVER TOP & SIDES ti FLASHING CENTERED UNDER / -- - - - CONTROL JOINT (CLEAN / \ SELF FLASHING O MASONRY BEFORE APPLYING) / UNIT Z ' I -- - - -- PROVIDE STUCCO U) PRE -FORMED CONTROL I -• _ , - SCRATCH COAT LARGER W A : JOINT W/ STRIP LATH=� ' ' - i THAN THE ELECTRIC Z PREMANUF. METER CAN OR METER U) W \ DRYER VENT CAP ----- -r- �-- �- - CAN COMBO OR METER (SET IN CONT. AREA TO RECEIVE CAN AND DISCONNECT 00 — / SEALANT) STUCCO SCRATCH COAT Uj 8" CMU 1'.. SEALANT at & 1 COAT OF PAINT W/ W r^ C. TOP & SIDES BACK -ROLL PRIOR TO W V ) ELECTRIC METER Z INSTALLATION Z G W O a CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRICAL CONDUIT PENETRATION O 0 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. O w nUL W// O I..L �.L Q O WOOD CONST BEYOND W FIBERCEMENT -OR- VINYL LAP a SIDING OVER APPROVED WOOD SHEATHING w ti HOUSEWRAP INSTALLED PER WEATHER RESISTIVE O 6" SELF -ADHERING MFR WRITTEN SPECIFICATIONS r BARRIER #1 �aa FINISH COATING OVER PRIMED U X FLASHING 4. THREE COAT STUCCO FINISH Q EXTEND HOUSEWRAP WEATHER RESISTIVE WEATHER RESISTIVE {` (7/8" NOM) OVER GALV MTL LATH �� WD SHEATHING ` OVER 15# FELT OVER APPROVED OVER NAILING FLANGE Z BARRIER #1 a \ BARRIER #2 (RE: STRUCT) !. HOUSEWRAP WD SHEATHING 0 O VINYL ANGLED Q\ CASING BEAD WEATHER RESISTIVE \ x. (RE: STRUCT) _� J O (AM66-ANGLED-1250) BARRIER #2 \ 5/16" X 7 1/4" LAP FASTEN TO WD STRUCTURAL _ LL W _ \ SIDING W/ 6 REVEAL` MEMBER at 7" O.C. MAX - MTL DRIP FLASHING W/ Q ~ 1 - HEMMED EDGE SET IN CONT Z 2 1/2" STARTER STRIP 'r8' TO 48" MID -WALL - BEAD OF SEALANT U -- 1 a / WEEP SCREED Z CORNER BEAD / DO NOT CAULK OR - �- TRIM (RE: ELEVATION) 8" CMU FASTENER & 6 SELF -ADHERING _ — _ -_LL / - - SEAL OPENING _ Z Q - �' SPACING at 7"O.C.) FLASHING - - _- N J EXTEND 12" SELF ADHERINGUj °z O N MEMBRANE FLASHING OVER GALV D METAL ''� ,• • • O �--e GALV'D METAL "Z' WINDOW FLANGE SET IN CONT J _ > N 7" FLASHING FLASHING - 6" WIDE STRIP SELF ADHESIVE BEAD OF SEALANT O U ;, W w FLASHING, CLEAN MASONRY Z ww' O — -� BEFORE APPLYING — VINYL FLANGE CASING BEAD = PROJECT NO � > x � - DO NOT CAULK OR _. -- Q SEAL OPENING — ---- 1 1/4" X 6" SIMULATED - _ INSTALLED PER MFR U / • : .� WOOD TRIM MEMBER '' 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) W / STUCCO :'•' TEXTURED PER COMMUNITY CMU 1 1/4" X 6" SIMULATED �. 1/2" (MIN) STUCCO FINISH - - - - CASING BEAD SPECIFCATIONS X DRAWN: Z VINYL CASING - - WOOD TRIM MEMBER q? TEXTURED PER COMMUNITY U.1 — BEAD (AM66-1250) 1/2" (MIN) STUCCO FINISHLSPECIFCATIONS DV� 1/2" MIN TEXTURED TEXTURED PER COMMUNITY SEAL GAP W/ CAULKING -�• Q CHKD. TSD O (MIN) SPECIFCATIONS OR APPROVED SEALANT LL FINISH at MASONRY STUCCO SIDING -' O STUCCO CASING BEAD m O LO RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) W SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. J SCALE: N.T.S. O Q W U Q to z 0 U) Z_ O CMU WALL W/ SELF ADHESIVE -OR- FLUID CMU WALL W/ ~ 1/2" (MIN) STUCCO 1 APPLIED PAN FLASHING (CLEAN CMU LINTEL 1/2" MIN STUCCO FINISH ~ §8' STUCCO FINISH (MIN) U FINISH TEXTURED (RE: STRUCTURAL) _ MASONRY BEFORE APPLYING) (RE: STRUCTURAL) (RE: STRUCTURAL) PER COMMUNITY EXTEND UP AT JAMBS (4" MIN) kz" GYP BIRD OVER GYP BRD OVER O SPECIFCATIONS ti " GYP BIRD OVER GYP BIRD OVER z PRE -SHAPED STUCCO BAND �„ PRE -SHAPED STUCCO BAND 1x2 TREATED 1x2 TREATED Q Z 1x2 TREATED W/ SLID TOP INSTALLED PER 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS - FURRING STRIPS - FURRING STRIPS MFR WRITTEN SPECS (RE: FURRING STRIPS WRITTEN SPECS (RE: ELEV) - _ CONTINUOUS BEAD -- CONTINUOUS BEAD — PRECAST CONCRETE SILL at CMU WALL (TYP) at CMU WALL (TYP) FLANGE CASING at CMU WALL (TYP) ELEV) at CMU WALL (TYP) OF SEALANT OF SEALANT i- REVISIONS: BEAD SELF ADHESIVE -OR- FLUID WOOD BLOCKIN SELF ADHESIVE -OR- FLUID PT 1x4 0 PT 1 4 APPLIED FLASHING (CLEAN APPLIED FLASHING (CLEAN �8" BACKER ROD W/ SEALANT x SELF ADHESIVE -OR- SELF ADHESIVE -OR- O NO. Description Date O ME MASONRY BEFORE APPLYING) '. :.. _ :. VINYL FLANGE CASING BEAD PT 2x4 FRAME AN FLUID APPLIED FLUID APPLIED --� - - -- - - uJ MASONRY BEFORE APPLYING) PT 2x4 FRAME GYP BIRD OVER INSTALLED PER MFR ANCHOR FLASHING CLEAN ANCHOR FLASHING (CLEAN PT 1x WOOD BUCK PT 1x WOOD BUCK VINYL FLANGE CASING BEAD ( Z - - U VINYL FLANGE CASING BEAD 1x2 TREATED WRITTEN SPECS (TYP) SHIM AS NEEDED gqMppAppS��OYYNNRGYIBEFORE MASONRY BEFORE W SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED SPECS (TYP) FURRING STRIPS METALI DOOR FRAME SHIM AS NEEDED gpp�YING, _ CMU STEMWALL W/ METAL DOOR FRAME IU WRITTEN SPECS (TYP) at CMU WALL (TYP) 48' STUCCO FINISH 48' BACKER ROD W/ SEALANT 48' BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR X -- - --- Q LINTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR _ W U CASING BEAD at WN WINDOW HEAD at CM U WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CMU Q o SCALE: N.T.S. SCALE: 1 ti2" = 1'-0" SCALE: 1 y2" = 1'-0" SCALE: 112" = 1'-0" SCALE: 1 ti2" = 1'-0" SCALE: 1 112" = 1'-0" Z A501 O I)ocuSign Envelope ID:A4009781-616C-4779-89D3-8267OB892Cl7 VERIFY AC COND LOCATION W/ SITE PLAN W(PP GFI iz RATING: 200A MCB MIN AIC RATING: 22kA PANEL: ASTOR SERVICE: 120/240V 10-3W MOUNTING: SURFACE • PO � '' ., I : NO. E CIRCUIT No. C/B POLES LOAD TYPE D APPLIANCE GFI A)(G) R 1 20 1 A 2 40 2 1 F OVEN/RANGE APPLIANCE GFI (A)(G) R 1 20 3 B 4 REFRIGERATOR (A)(G) M 1 20 5 A 6 20 1 R BATH RECEPTACLES DISHWASHER (A)(G) R 1 20 7 B a 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 12 20 1 R LAUNDRY (A.)(G) EXTERIOR R,L 1 20 13 A 14 20 1 R,L KITCHEN / FOYER (A) DRYER F 2 30 1.5 B 16 20 1 R,L DINING (A) 17 A 18 20 1 R,L 'GREAT ROOM (A) OUTDOOR UNIT - 2.5 TONS M,F 2 30 19 B 20 20 1 R,L OWNER'S SUITE (A) 21 A 22 20 1 R,L BEDROOM 2 (A) INDOOR UNIT- 2.5 TONS (DEFAULT ELECTRICAL HEAT) M,F 2 50 23 B 24 20 1 R,L BEDROOM 3 (A) 25 A 26 20 1 1 R,L UTILITY/MECH ROOM WATER HEATER F 2 30 27 B 28 20 1 SPARE 29 A 30 20 1 SPARE JR=RECEPTACLE L=LIGHTING F= FIXED EQUIPMENT ICI =MOTOR TC=TIMECLOCK CONTROLLED CKT A= COMBINATION TYPE AFCI C/B G=GFCIC/B . . ....... / .. ............. AN AFI AFI AN ... ... ..... . ...... . ........... ................... ...... . ....... . ..... .. .. ...... . ......... . .. .. . . ...... ...... . ... . ...... 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON t3 3-WAY SWITCH CHIME DOOR BELL CHIME t 4-WAY SWITCH GARAGE DOOR 4 BUTTON t DIMMER SWITCH GARAGE DOOR OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET GFI DUPLEX OUTLET ( CEILING OUTLET CLG (b AF1 AFCI DUPLEX OUTLET FUR FLOOR OUTLET SMOKE DETECTOR (b JUNCTION BOX JB CARBON MONOXIDE CARBON MONOXIDE & DETECTOR SMOKE DETECTOR f TELEVISION OUTLET NETWORK OUTLET PANEL SERVICE PANEL PH TELEPHONE OUTLET 1�7 SERVICE METER (D GARBAGE DISPOSAL -M WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE 77= STRIP LIGHT STAIR LIGHT BATH FAN - VENT TO EXT BATH FAN & LIGHT COMBO - VENT TO EXT CLOSET CASTER CASTER LIGHT UNDER CABINET LIGHT — KEYLESS LIGHT PULL CHAIN LIGHT FLUSH MOUNT LIGHT -0- _(HANGING HANGING LIGHT HANGING PENDANT ",MIN[ MINIATURE PUCK PNDT LIGHT LIGHT RECESSED EYEBALL LED FLUSH MOUNT DISC LIGHT LIGHT FLUORESCENT LIGHT %e9FIR FLUORESCENT LIGHT RECTANGULAR ROUND x CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN 01 LIGHTED PRE -WIRE FOR CLG FAN W/ x CEILING FAN LIGHT ROUGH -IN E 0 Ln 0 0 0 z U) APEX U) Uj z Q. V) m LLI LILI z z LLJ tds .6 true design studios X 0 j 9000 REGENCY SQUARE BLVD. a) U_ SUITE 100, JACKSONVILLE, FL32211 E� z 0) 0 904.821.6200 0 'a =3 4- (n 0 cr, a. 0) 0 04R$H0ff0N (1) 0 < $ 0 LL 7 0 z 0 _j 0 z LLI F- x LLJ (L w < U) x w< Q 00 >_ 0� 00 0 zUj U.1 C0 z 0 w 3: 0 LIJ > 0 2 < z LL1 U) :D _j W 0 LU Uj � a LL W LL < x 0 z _j 0 00 z w z w I-_ Abbott Park x a. w U_ a. LOT 013-03 w < U) 0 I LU PROJECT NO 2021.006634 z DRAWN: JAR w CHKD: JAC U- 0 -0 C) LO U) w _j (D z CA 05-18-2021 (D z REVISIONS: No. Description Date w (0 w w 0 z El 00 0 0 )ocuSign Envelope ID: A4009781-616C-4779-89D3-8267OB892C17 DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes , 71h 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.................................0 BUILDING CATEGORY.....................................11 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 1/2' LL / 360 BEAMS' .............................................. TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED %" DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE ZONE DESIGNATION WIND AREA IZ -Interior Zone (psfl EZ - End Zone (psfl 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 +25.52 -32.17 101 -200 ft2 +24.25 -26.67 +24j 1.25 -29.64 SOFFIT MAX PRESSURE (psfl +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301.2 (7) L_ : H-J 1 ST FLOOR (TYP) Nk END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NnTFC 3 A p 0 STUCCO AND DIRECTLY MIN'/32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR 6/16" 24/16 w= ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE r N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w=� z U ALL OTHER VENEER MIN 1%3 '32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL J 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) x C7 rn TILE AND METAL ROOF MIN 1 /32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND o= 6" O.C. IN THE FIELD 0O u ►w- MIN %8' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 = 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: 9/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 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 11/4' LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%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. 1%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, P.41N STRUCTURAL REQUIREMENTS ARE 7/s' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 1s N TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY /32 PLYWOOD IS A WARRANTY LIMITATION COMMON AND INSTALLATION REQUIREMENTS ALLOW, 15/32' 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, 411 PRESSURE TREATED LUMBER DIAMETER LENGTH 8d COMMON 0.131" 2-1/2' RSRS-01 0.113" 2-%8' RSRS-03 0.131" 2-Y2' 10d 0.131" 3" 1 Od COMMON 0.148" 3" 12d COMMON 0.148" 3-Y:' 16d SINKER 0.148" 3-Y4" 16d COMMON 0.162" 3-1/2" NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 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. PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 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'/i' 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 V 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 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 REP 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. TABLE 7: METAL CONNECTOR SCHEDULE NnTFS 9 'A 4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)% X 1 '/V SDS SCREWS ON' x 1'/z" 5-GC IN STUD %" 0 X 4'/2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 1 Od (NOTE 2) EMBED EPDXY OR DTB-TZ M2 0 x 4MV EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/z"IN (18)0.162"x2 Yz"IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 1Od x 1 1/2 (7) 1Od x 1 1/2"(NOTE 2) 48" 0 x 6" EMBED ANCHOR HTT45 48" 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 1/2' IN (26) 0.162" x 2 '/z" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) §8" 0 x 6" EMBED ANCHOR �8' 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7 " 0 x 12" EMBED e MSTA36 (13) 10d COMMON MSTA36 (13) 1 Od COMMON 78„ 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 Y2" IN TRUSS (7) 10d x 1 '/z" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) %" x 2 %" TITEN (5) '/:' x 2 %" TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 ''/z" IN TRUSS (9) 10d x 1 '/z" IN TRUSS (11) 10d x 1 ''/z" IN (11) 10d x 1 Y2" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 1 Od x 1 '/z" IN (11) 10d x 1 ''/z" IN STUD STUD 12 10dx1 /z IN , 8 10dx1/z„ IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) 48" 0 x 7" EMBED EPDXY 0 x 7" EMBED EPDXY (12) 10d x 1 %" IN (4) %" x 3" WEDGE BOLT STUD JOR EQUIVALENT IN STUD 12 16d COMMON NAILS 12 16d COMMON NAILS „ x1 IN 5 8d /z 1 „ I 5 8dx1/z N ABU66 4 " 0 x 7" EMBED EPDXY PAU66 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1 Yz" IN RT7AT (5) 8d x 1 Yz" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1 Yz' IN TOP PLATE (5) 10d x 1 Yz" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER Hg TRUSS RTBA TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1 Yz" IN TOP PLATE (5) 10d x 1 Yz" IN TOP PLATE (16) 1Od COMMON TO HU410, (18) 16d COMMON IN HD410. (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) %" x 2'W TITEN LUGT2 (5) O" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY (26) 16d SINKER OR EQUIVALENT (28) 16d SINKER IN WALL (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS 'W x 2 Y2" (12) WS25 %" x 2 Yz" (4)Y:' x 1 YZ' SDS SCREW (4) %" x 1 W WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGAI OKT (4)'%" x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS %" x 1 'Y2' SCREWS (4) %" x 1'/2" WS15 SCREWS HGAM10KT IN TRUSS/RAFTER HGAM1OKT IN TRUSS/ RAFTER (4) W x 1%" WEDGE BOLT (4) %" x 2%" TITEN SCREWS OR EQUIVALENT IN IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 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'/z" 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 W 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 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. 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. LEGEND OR LINO FOR EW OSB WSP SYP SPF CONT O.C. LSL LVL PSL SYS 42 2 2 STUDS U) w 0 2 ANCHOR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNLESS NOTED OTHERWISE ON PLAN OR DETAIL ENGINEER OF RECORD EACH WAY ORIENTED STRAND BOARD WOOD STRUCTURAL PANEL SOUTHERN YELLOW PINE SPRUCE -PINE -FUR CONTINUOUS ON CENTER 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 '/." WIDE, LINO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 '/." BEAM) 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 '/" WIDE 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 %" WIDE, UNO. PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED, MINIMUM BOTTOM PLATE ANCHORAGE IS ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 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 NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD TYPE OF STRAP CONNECTING HEADER TO JACK STUD KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 'N" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 1 Od @ 8" O.C. STAGGERED. 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 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: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 •SPHw/(12)10dx1-Yz"@16"O.C. OR • DSP w/ (14) 10d x 1- Yz" @ 16" O.C. OR . 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. FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN TABLE 2304.10.1 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD ti IT LO O U) cn W z m Of W Z Z W O J W O Q O d 0 0 O J LL Q z } O J O w X W a_ Q m 0 z O W Q U) O H F- U_ } 0 O J z U W H X W a Q E O c� fa APEX O tds true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 O D N C a e cn 0,1HORTON zz w O cn W Fm m 0� cn O cui a a� Q W� J w i�i III M � o Q � W X O W Z Abbott Park w 12- U_ LOT 013-03 w U U) W PROJECT NO. Q 2021.006634 z DRAWN'. JAR w CHKD. MJ P IL LL O \° 0 O u7 W `�%% JS iN LqN�� i,�� w `. �•.��GEIVS�.R .� Q U No 85166 U) � r = L (nopuSipnedby: � 'n 71 EF43 OR �i,SS /O N A�_ 05-18-2021 O z REVISIONS: No. Description Date - - w I- w J Q - U U) H O STm1 z O 0 CMUIMETAL CONNECTOR ENGINEERING 3ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 0? CV 19 DFU VERIFY AC COND LOCATION W/ SITE PLAN 2-WAY GCO FLUSH ON GRADE FOUNDATION PLAN_____ 1/4" = V-0" WHEN PRINTED ON 22"x34" 7n' n" r� I � 2"0 VENT � I i I �� �oe I I I I I I 1 2020 V1.0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, 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. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 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 IN ACCORDANCE WITH THE BUILDING CODE, CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D. FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX EDGE w/ (1) #4 CONT ❑B COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN lcJ 16"SQx12" DEEP FTG ❑E 30"SQx20" DEEP FTG w/ (4) #4 EW (� 48"SQx24" DEEP FTG l " w/ (5) #4 EW, T&B ❑j 1 1/2" SLAB EXTENSION AT FULL ROUGH OPENING WIDTH ❑D 24"SQx20" DEEP FTG w/ (3) #4 EW F 36"SQx20" DEEP FTG r� w/(4)#4EW #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY NOTES ON STA ***NOTE TO CONTRACTOR' DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. u 0 7 ti O0 APEX0 U U w z_ N U m W W z z tds W -6 Q true design studios N 0 w 0 j 9000 REGENCY SQUARE BLVD. LL SUITE 100, JACKSONVILLE, FL 32211 z 904.821.5200 i p N c O 01,1090N, U � g &,wee E O ZZ J LL Q z_ N } 0 0 J O z 2 U w H X CL w W Q v,^^ �� p MW W m p w W cf) cn z O 3: - O I- w Q O Q z W 0 a Jw F M w w U LL W LL Q F� X O z J O O 0 z w = I— U z Abbott Park X W LL 13- LOT 013-03 w Q J Q U w PROJECT NO: 2021.006634 z DRAWN: JAR w CHKD. MJ P LL 0 0 u4i ,00 , IN LqN��.w .`� •' C•E N S • 9 '. Q No 85166 cn r r I✓/ * • --o 71 u8(gned by: •' z p'•,L"T DQEF43y � F • � 2 � • A, P • -.1"11111111110 U) 05-18-2021 0 z REVISIONS: No. Description Date w U) - _ w w Q H 0 ST=2 z O 0 CMU/METAL CONNECTOR ENGINEERING )ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 EXISTING EXTERIOR CMU MIN. 3" EDC 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. ° D ° EXISTING FOUNDATION. D � el D 1> \ \ 4 I A - • D 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 iVi WHERE NEEDED MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/fi' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER c ° ° FLUSH w/ 3000psi CONCRETE. ° EXISTING FOUNDATION D \ A n 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. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH �y 0' _0" A.F.F. SEE ARCH a Y -- - e - - - (MAX 20" ° q DEEP) °-4 - - --- \//\ a ° 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 US BAR AS AP AS SHOWN )DEGREE CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR -- TOP OF SLAB h I A I BLOCK W/ (1) #4 OR #5 CONT. Q Q O - VAPOR BARRIER --- /\\ j � o LO #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. D � ° \\X.11/\\ \\;-\�- 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 Q v J (1) #4 OR #5 WWF OR FIBERMESH > Q ¢ CONT • y lJJ W Lu - -- - -- • , U) FINISH O GRADE j�\ #4 OR #5 VERT REINFORCING \\ I UP TO 3 COURSES: 72' O.C. 4 TO 5 COURSES: 48" O.C. / � D FOOTING TO BEAR ON FIRM - UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ 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 (:t,TEMW ALLCURB SECTION SPECIALCARE 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. CMU STEMWALL MONO LITHIC SLAB 3'/2" CONCRETE SLAB W/ 6x6 - (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE MIN 24' LAP'VARIES PER 36" MAX--,\ \ \ \ \ 4" CONCRETE SLAB W/ ARCH PLANS ° a 6x6 W1.4 x W1.4 WWF /\\/ - �- OR FIBER MESH /\\ \/\/\� %j a � \ \/\\/\\/\ \ 12" MINe VAPOR BARRIER Lu z0^° ° , °- $� / / FOOTING TO BEAR ON FIRM - .� ° °° �/ ° #4 OR #5 /\\�/\\�/� //?// / I �' / UNDISTURBED SOIL O a , ° REINFORCING PER 6 ¢ ° ° MONOLITHIC FOOTING v� ° ° SECTION 6" O. EXTENSION b �°e' 4 IN BRICK LOCATIONS a ° ° FOOTING TO BEAR ON FIRM ON FND PLAN ° a ° UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL N0.4 OR NO. 5 #4 OR (2) #5 CONT ° °" °° MIN112" /////////\\ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) a ° ° ° ° ° ° /\\r� T - ° #4 0R (2) #S CONT MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH STEMWALL FOOTING TO EXTEND MIN TIN 12" BELOW MONOLITHIC FOOTING *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS 1A" FTG DETAIL FOR THE "1" /\\//\\//\\/�\,� • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 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 D STONE CLADDING FINISH - MIN 6" a, o O \ \ \ \ \ \ ALL OTHER EXTERIOR WALL `y 7- CLADDING - MIN 8", U.N.O. ON ARCH VAPOR BARRIER /\\/� Z \/ o , 2" MIN \\/\\,\\,\\/\\,\; W PEX FOOTING TO BEAR ON / 6 " OPT. EXTENSION IN BRICK � (t3 FIRM UNDISTURBED LOCATIONS ON FND PLAN m SOIL w 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 W 1` BAR IN BRICK LEDGE Z 16" UNDER 2 STORY WALL w/ (D tds (2) #5 OR (3) #4 CONTINUOUS Z W MONOLITHIC SECTION true design studios _FOOTING 1 p CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE w FOLLOWING OCCUR: O • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 9000 REGENCY SQUARE BLVD. N� • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY LL SUITE 100, JACKSONVILLE, FL 32211 C� FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z O 904.821.5200 co PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. a CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR Q w `"• Cb C: FIBERMESH a ° 4 0 U 11HOMN' (D :3 0 / VAPOR BARRIER � 16" eZ .� 3 BEARING WALL FOOTING SECTION Z O O CONCRETE SLAB W/ 6x6 J W1 A x W1.4 WWF OR O FIBERMESH Z 0' _0" A.F.F. _ L - ° SEE ARCH W a 4 \° DETAILS \ ;\i 8" MIN W U) _ 8"x8" THICKENED 8" Q w FTG AT C0 STEP-DOWN, SEE VAPOR BARRIER �'�/ PLAN co Fm z I..L� CURB STEP SECTION �LLI CIO")O w Z_ C/) 0 Q O LNDERMASONRY WALL LiJ OCONCRETE SLAB W/ NDER WOOD WALL Z > 6x6 W1.4 x W1.4 WWF W OR FIBERMESH VARIES = ° D J W SEE ARCH ��---- ° c•- a - �Lo a (MAX 16") _O w W Q 12" MIN/\//\//\//\//\/ L� ./ \/ ° \/ VAPOR BARRIER 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN O Z 12" UNDER 1 STORY WALL w/ "1 O (2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO. 4 OR NO. 5 Z BAR IN BRICK LEDGE _ w 16" UNDER 2 STORY WALL w/ z(2) #5 OR (3) #4 CONTINUOUS W Abbott Park C)GARAGE EXT WALL CURB SECTION _ CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE CL LOT 013-03 w FOLLOWING OCCUR: Q -1 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY U) PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 W PROJECT NO: I" CONCRETE SLAB W/ 6x6 -\\ < W1.4 x W1.4 WWF OR 2021.006634 z FIBERMESH _ -_ 0 0'-0" A.F.F. SEE ARCH DRAWN: JAR W - - - - - (MAX 20" - -- - 4 a 4 ° ` - a a ° DEEP) CHKD: MJP LL a •° O 4" EXTENSION UNDER BRICK VENEER ', (q 12" UNDER 1 STORY WALL `�.``�SN• qN��,j� w/ (2) #4 OR (2) #5 CONT - VAPOR BARRIER � �.•�� E N S�.'9• ��/ Q U 16" UNDER 2 STORY WALL NO 85166 U) w/ (3) #4 OR (2) #5 CONT * : Do uSi ned b •• * U) 6 BEARING CURB STEP SECTION „ . �= Z - - -- �� F�71D�C�E.F43•9.1,�� S • • � �% � I ' /-BkRSATTHICKENED FOOTING, SEE PLAN -- MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS O N A` '-' ON i 05-18-2021 U Z REVISIONS: No. Description Date - - -- W (n - W W a ST O z ■ O CMU/METAL CONNECTOR ENGINEERING ]ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 GENERAL MASONRY NOTES DC1 a® 0 M 7'-0" 6-8" - 6-6" 4'-2" 6'-8" 6'-8" 6'-8" 6'-8" 6 8 5,�q , T-0„ L iv l 1,_4" . 4'-8" 7'-0" 6'-8" 6'-8" 6'_8" 5'-4" 6'-8" 6'-0" 6-0"5'-4" 1'_4" �� 1 ST LEVEL STRUCTURAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. 8U LINTELS MAY BE FILLED OR UNFILLED. 8F LINTELS SHALL BE FILLED. LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-0" O.C., U.N.O. SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN FN INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO.5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN �] OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Io; NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 1 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 LI LINTEL LINTE NO. DESCRIP L-I L-2_ L-3 - L-4 _ L-5 L-6 L-7 - L-8 — L-9 L-_ L-1 U NTEL SCHEDULE L MAX CLEAR COMMENTS TION SPAN 8F-1-32 16- 011 GARAGE DOOR 8U8 3' - 011 81J8 2' - 0" 8F-16 6' - 0" — _ 8F-16 8' - 0" REAR SGD 8U8 -4' - 0" -- _ 8F-16 5' - 4" FRONT PORCH 8F-16 _ 3' - 4" FRONT PORCH _8F-16 13' - 0" REAR PORCH 8F-16 4' - 8" REAR PORCH U 0 cri 0 N O LO 0 APEX-C U) U W z_ m w w Z Z tds W -6 Q trine design studios � 0 1 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 C z0 904.821.5200 p ,-• C O RIHORTON' 0 U � O J LL Q � U Z O J O z 2 U W I— W CL Q VJ 0 Mw W — m 0 W w O Cn 3: a - O W Q 0 z m > p w W Z a J 0 M W w a U laLL W IZ Q F� 0 X O 0 O 0 z w = f- U z IW- Abbott Park x CL w LL a_ LOT 013-03 w a - a U 0 LU PROJECT NO 2021.006634 z DRAWN: JAR w CHKD: LL MJP 0 0 0 LO %., GENs*-- •� <C U No 85166 0 ` 0 * • jz, pu by: • `n'0 . * ••`z i DQ� 71 EF43.9../.�� OR IV ON A' E���.` 0 05-18-2021 O z REVISIONS: No. Description Date w -- w - - I— w l._ U W H O ST=3 z O 0 ('.MI UMFTAI [:()NNFf.T()R FN[,INFFRIN[; r DocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 1st LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" 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 i 15'-5" 19'-11" 23'-9" _ 2x12 26-0" 12" 16" 13'-4" 17'-3" 20'-7" 22'4" 24" 10'-11" 14'-1" 19'-9" _16-10" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE _SPACING 2x4 12'-5" 2x6 2x8 2x10 25'-8" 26'4" 12" 19'-6" 16" 17'-8" 23'-4" 26'-0" 11'-3" 24" 9'-10" 15'-6" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 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'/4" 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) %" x 4 '/2" LONG #14 WOOD SCREWS PT 2x10.................................(7) W x 4 '/:" LONG #14 WOOD SCREWS PT 2x12.................................(9) W x 4-Y2' 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) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION g U 0 rn C. N ti O U) (O W z G7 m W W z_ O z W 0 LL O H ¢ a- IY O U ¢ 0 w O J LL U z } C� O J O z 2 U w I— X W d m 0 LU O W U) Z) 0 H LL U) } O _J O z U W H X W a APEX tds true design studios O C -6 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 N O w O U) W m cl) z 0 w U) Q Q � m Q w p M W � Q L- Abbott Park LOT 013-03 PROJECT NO. 2021.006634 DRAWN —! _ JAR CHKD MJP ......r�i ,��. �S ( M LqN/, .Pe No 85166 * • Do�uSiyned by: • � T.. 44/ 71 n EF43j. O E . •i� ',S'Ir IV A` ,r� ��, 05-18-2021 REVISIONS: No. Description Date ST=3A w X z O 0 w I— z_ !Z LL W J U U) 0 w H w 0 LL O 0 0 L0 w J U U) 0 z U) (3 z 0 w U) w H w J ¢ U H O z O 0 CMUIMETAL CONNECTOR ENGINEERING )ocuSign Envelope ID: A4009781-616C4779-89D3-82670B892C17 • I' TRUSS TO TOP PLATE, MOISTURE BARRIER/ UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET STA TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 Y " IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE ARCHITECTURAL) 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 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. %" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR '/2" WEDGE BOLT W/ MIN 4%" EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES 'EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). INTERIOR LOAD BEARING WALL 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) TYI ROOF -TO-' CONNEC 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN 19/32' EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 tiz" 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 GENERAL NOTES APPLICABLE TO ALL: FOR MISLOCATIO FASTEN 2x6 NO. 2 1 TO TRUSS W/ MIN FOR MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY U 0 N N N -CORNERS CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS 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. POURED CELL w #5 BAR CONT FROM BEAM TO FOOTING STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH OR 11/4" PER MANUF. 3" 5" 1 %. 34" 31� 6 5„ 115,16 33/4 3 3/4" 6„ 2 %4" 33/4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS %" DIA. @ 30" O.C. STAGGERED • (2) ROWS %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 ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED Y,") 1x_ PT NAILER BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY 1x_ OR �6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) 0' ti a O 0' U) APEX W U' w Z �. U) co of w W Q z, 0 t S W -0 Q true design studios f� 0 -� 9000 REGENCY SQUARE BLVD. LL SUITE 100, JACKSONVILLE, FL 32211 cn 0 904.821.5200 p'. f` 0 W U 11HOMOV O J �ILL � Q _c U ri Z W } 0 0 J Z U w H X a. w ♦♦ ^^ Q VJ O M w � W m 0 W W 0 U) 0 W `` 0 Q i Z LU 0 a w M w W _a a LU LIL Q ti W — X } 0 O z O 0 z 0 = W U z Z Abbott Park x a w LL a LOT 013-03 w Q - - J Q U 0 w PROJECT NO: 2021.006634 z DRAWN: JAR w - 0 CHKD: LL MJP 0 0 0 u7 ,`��w� a �i���� co .�` (1N LqN w No 85166 (n * •• LD*,u819n*d by: • * + W 71 EF4: � '�i,��S;� N A; E�,♦♦ I� U) 05-18-2021 0 z_ REVISIONS: No. Description Date -- - _ - w U) - w I = w Q U O ST=5 z 0 0 CMU/METAL CONNECTOR ENGINEERING I3ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 BOND BEAM REINFORCEMENT J (SEE WALL SECTION) 0 w FILL SOLID TO BOND BEAM U U) W W co o 0 8 F - # DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND � BEAM MAY BE FILLED OR \i 1 UNFILLED 0 0 8U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. T BOND BEAM REINFORCEMENT J (SEE WALL SECTION) 0 uj FILL SOLID TO BOND BEAM U U W W co LINTEL REINFORCEMENT � o 0 8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-1-# TYPICAL PRE -CAST LINTEL OPTIONS MOISTURE BARRIER BY OTHERS 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. i TOP OF OIL GARAGE DOOR 6-1" ABOVE OIL F.F.E. 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. rLOF OPENING 2x6x12 PT CENTER BUCK %" DIA. ANCHOR 2x4 PT TOP BUCK 2x6 PT BUCK EACH SIDE OF OPENING - PROVIDE (5) %" DIA. J-BOLT OR DIAMETER SCREW ANCHOR w/ 5 EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 2" SQ x, THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACt7 SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 11, 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 ROOF DECK ROOFTRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1 %Z' 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 %" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT APPROXIMATE 45' ANGLE TO NO LESS THAN (3) TRUSSES. II II II II CONTINUOUS LATERAL RESTRAINT (CLR). QUANTITY AND LOCATION DEFINED BY TRUSS SHOP DRAWING. APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE SIDE OF WEBS MADE OF MORE THAN ONE PIECE, DO SO WITH OVERLAPPING BRACES LIKE THIS (TYP EVER HERE) TRUSSES NEEDING BRACING LATERAL BRACING - MULTIPLE TRUSSES 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 CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). 5. DESIGNED PER BCSI-B3. 2007. T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. �— SCAB BRACE FASTENED TO WEB W/ 10d AT 6" O.C. `IF (2) BRACES ARE REQUIRED, APPLY (1) BRACE _Te" MAX TO EACH FACE OF WEB. TOP OF WALL CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 1 ROW 2x6 2 ROWS 2x6 (2)2x4` 2x4 (1)2x6 2x6 (2)2x4` 2x8 1 ROW 2x6 (1)2x8 2x8 i 2 ROWS 12x6 (2)2x6` SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. ---�-L ------- ----- i i VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM AST LINTEL SEE EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. CONCRETE FOUNDATION WORK PER PLAN --------- - - - - - - - i i GARAGE SHEAR PIER O LO Lt U f` O O cy U) APEX _c (0 U W N Z d) to m W W Z C9 Z tds -6 W QQ true design studies (D O LL 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 ch 904.821.5200 p Q O � O 041HOBON, U � • rY O J •• LL Q � U Z } O J O Z 2 w F- x wW Q 0 co m 11111111111101111111 z o �'W/^'� W O VJ Z 0 a W O z m > o Z a J W M W W Q � � o U LL W C ti } x c� o z J O O Z W 2 � U Z Abbott Park x n- W W a LOT 013-03 w Q - -j Q U U) 0 PROJECT NO. 2021.006634 z 0 DRAWN: W JAR W CHKD: MJP 0 IR O u7 J U No 85166 (A DopuSigned by: U) T.RCw� �1 C Z i O •' F4@71 [11tCDEF43� �1` • �L 05-18-2021 O _z REVISIONS: No. Description Date W W W Q U F- O Z =6 O CMUIMETAL CONNECTOR ENGINEERING - :�}:.y . �.-,��d'.t-rx.-i ._— �.� ..` .: '�. L= ._ ..r i >"t _an r.-.�.`.-:y - r