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HomeMy WebLinkAbout7886 Wheat Stone DrI )ocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 \V O P _( Oho\�P DRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 - A501 DETAILS DETAILS _ - DETAILS - IF APPLICABLE A502 li STRUCTURAL SHEET NO. I SHEET NAME ST-1 ST-2 STRUCTURAL SPECIFICATIONS FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1 st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN TYPICAL WALL SECTIONS ST-5 ST-6 SECTIONS AND DETAILS DR HORTON A4DB DELRAY ELEVATION A Abbott Park,, LOT 019mOl ELECTRICAL SHEET NO. ISHEET NAME E100 11st 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 _ - 1 st Floor 2034 SF 2034 SF UNCONDITIONED AREA Garage 459 SF Entry 28 SF Lanai 218 SF 705 SF Grand total 2739 SF \/f11 1111A C C 1 st Floor 18982 CF Grand total 118982 CF 0 0 O O APEX co 0 o w m N M J .. LL -� w t S J N true design studios z O U U 9000 REGENCY SQUARE BLVD. _ ¢ SUITE 100, JACKSONVILLE, FL 32211 ui � O_ O .2 O =3 W c H DeRsHOMON' ca bow U Z) W w fY 0 LO 0 rn L I` O z w U Q _ U) w w — Z w m LLJ O c� w w Qw z > o w �] w 0 � J w w o 0 w O �' �/ J X z a LL� zo z O W z O a U w ¢ w Abbott Park Q O U U- LOT 019-01 0 ¢ w z z (D Uj O PROJECT NO W - 1 2021.003460 0 w z DRAWN:- --- O U LDG o CHKD: LO JAC co X w W ¢ ¢ X U ¢ U) m zLU z - O w 2 O ¢ z z ?> � QQ _O 03-22-2021 Q F- W U REVISIONS: U- _. Ir ¢ No. Description Date w U J O z = 0 U w X W 0000 a DocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 GENERAL ELECTRICAL NOTES Footer ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE Re -Bar (sized according to . PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V foundation plan) BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA #4 awg CU bare w/ 10' stubbed STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' outside of slab at service o OF EVERY SLEEPING ROOM location. Connect to Footer steel ui w/ (2) ground clamps 5' apart • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. . a �_ -- a • 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 LIFER GROUND DETAIL RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN N.T.S. NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD • PER NEC SECTION 406.8(B)(1) 15A & 20A SERVICE SAME AS 150 - #1 Copper or 2/ 0 Aluminum RECEPTACLES IN A WET LOCATION MUST BE WITHIN UNDERGROUND 150 OR 200 200 - 2 /0 Copper or 4 /0 Aluminum in 2" AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN AMP SERVICE Conduit. ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING A/C DISCONNECT RECEPTACLES SHALL BE LISTED AS WEATHER �\ ____ __71 RESISTANT METER MAIN • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL DISC. #12 COPPER TO APPLIANCES AND GFI 150 OR 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS 200 AMP TYPICAL TAMPER -RESISTANT ELECTRICAL _ #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER — UNDGND PER NEC SECTION 800.156 NO LESS THAN ONE SERV. BY #8 COPPER TO RANGE COMMUNICATION OUTLET SHALL BE INSTALLED POWER CO. #6 COPPER TO HVAC WITHIN EACH DWELLING UNIT N.T.S. n #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: • PER NEC SECTION R314.3 AND R315.1 SMOKE A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH DETECTORS TO BE INSTALLED INSIDE EACH B) BONDED TO CONTINUOUS FOOTING STEEL SLEEPING AREA - INTERSYSTEM BONDING TERMINATION PER NEC 250.94 • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO NOTE: INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE APPROVED EQUAL PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY _ - _ • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT 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 LROOF 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 / 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 S-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 j GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, • ALL CONSTRUCTION SHALL MEET THE LATEST COLUMNS AND TRIM SHALL RECEIVE A SAND EDITION OF CODES ADOPTED BY THE LOCAL FINISH. SEE ELEVATION FOR DEPTH OR RAISED GOVERNING AGENCIES BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND • PER FBC R302.5 NO OPENINGS FROM A PRIVATE WINDOWS AND DOORS MAY BE OPTIONAL PER GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING COMMUNITY SPECS - SEE COMMUNITY AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, SPECIFICATIONS OR CONSULT THE INSULATED STEEL OR 20 MIN. FIRE RATED DOORS CONSTRUCTION MANAGER. ALL BANDING SHALL NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED RECEIVE A SAND FINISH WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING • ROOF COVERING SEE COMMUNITY SEPARATING THE GARAGE AND DWELLING SHALL BE SPECIFICATIONS OR CONSULT THE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO • FLASHING SHALL BE INSTALLED AT WALL AND OPENINGS INTO THE GARAGE ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ((' . PER FBC TABLE R-302.6 GARAGE SHALL BE ROOF SLOPE OR DIRECTION, AND AROUND ROOF t SEPARATED FROM RESIDENCE AND ITS ATTIC W/ OPENINGS MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE • WINDOW PAN FLASHING SHALL BE IN WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE ACCORDANCE WITH FBC R703.4 SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A • WALL HEIGHTS VERIFY ALL BEARING WALL FLOOR -CEILING ASSEMBLY. ANY STRUCTURE HEIGHTS WITH FINAL TRUSS LAYOUTS SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • LATH PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE FLOOR SURFACES LOCATED MORE THAN 30" ABOVE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, OPEN SIDES OF STAIRS WITH A TOTAL RISE OF SPACED NOT MORE THAN 6 INCHES (152 MM), OR MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE AS OTHERWISE APPROVED SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT • PLASTER PER R703.7.2, PLASTERING WITH MEASURED VERTICALLY FROM THE NOSING OF THE PORTLAND CEMENT PLASTER SHALL BE NOT LESS TREADS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN THAN TWO COATS WHERE APPLIED OVER SIDES OF STAIRWAYS, RAISED FLOOR AREAS, MASONRY, CONCRETE, PRESSURE -PRESERVATIVE BALCONIES AND PORCHES SHALL HAVE TREATED WOOD OR DECAY -RESISTANT WOOD AS INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES SPECIFIED IN SECTION GYPSUM UACE IS BACKING. IF THE PLASTEERR SURFACE WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" COMPLETELY COVERED BY VENEER OR OTHER OR MORE IN DIAMETER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES ONLY TWO COATS, PROVIDED THE TOTAL OR FENCES CONTAINING OR FACING HOT TUBS, THICKNESS IS AS SET FORTH IN TABLE R702.1(1). SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT SWIMMING POOLS WHERE THE BOTTOM EXPOSED EXTEND BELOW, LATH, PAPER AND SCREED. THE EDGE OF THE GLAZING IS LESS THAN 60 INCHES PROPORTION OF AGGREGATE TO CEMENTITIOUS MEASURED VERTICALLY ABOVE ANY STANDING OR MATERIALS SHALL BE AS SET FORTH IN TABLE WALKING SURFACE, SHALL BE CONSIDERED A R702.1(3) HAZARDOUS LOCATION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS • WEEP SCREED PER R703.7.2.1 A MINIMUM LISTED. IF ANY OF THESE ITEMS LISTED IS 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS ! PLASTIC WEEP SCREED, WITH A MINIMUM TO BE TEMPERED VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE ! • PER FBC R312.2, PROVIDE WINDOW FALL FOUNDATION PLATE LINE ON EXTERIOR STUD PROTECTION IN ACCORDANCE WITH R312.2.1 AND WALLS IN ACCORDANCE WITH ASTM C926. THE R312.2.2 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 • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE . C.J. = RECOMMENDED MASONRY CONTROL JOINT WEATHER -RESISTANT BARRIER SHALL LAP THE LOCATION ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE • WATER -RESISTIVE BARRIERS PER R703.7.3, INSTALLED PER BUILDER PROVIDED WATER -RESISTIVE BARRIERS SHALL BE INSTALLED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE • ALL FINISH DETAILS &TYPICAL PLAN NOTES BARRIER WITH A PERFORMANCE AT LEAST PROVIDED BY BUILDER IN ACCORDANCE WITH EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. TYPICAL BUILDER SPECIFICATIONS THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER • REFER TO STRUCTURAL ENGINEERING DRAWINGS PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SECTION R703.4) INTENDED TO DRAIN TO THE SPACING WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS O c� O O p APEX co w CD ai O 00 N co J +, LL +' tds W J J 6 true design studios � O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi o_ o o CO) W 011HOMON :3 Jof co Q Z W W IY O 0 0 O ti L u7 o Q Cn Z Uj U Q _ U) I..L W Z - z w m LLJ O w af w w Q W Z_ 0 > Q Q Z W W 0 W 0 0 � w W O X � LL Z a O Z O Q ❑ H Z O a_ U w Q ❑ w J Abbott Park Q O U J W I.L. LOT 019-01 ❑ Q -w --- 1- Z Z O OPROJECT NO w JO 2021.003460 U_ DRAWN: O U LDG o CHKD: LO JAC co x w w a Q Q U X W C� C0 Z W Z ❑ O w U) O Q Z Z U) O 03-22-2021 ❑ 1= w U REVISIONS: Uj W - ll� Q No. Description Date w C J } U (n O F- O Z Z O 2 ❑ W I— X AOOO W Q )ocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 ao 7n I VERIFY AC COND - LOCATION 04 bo W/ SITE PLAN V) V1 W W i un CD N O W T N bo M N IN n 70'-0" 17'-8" pe 5'-8" 5'-10 1 /2" 5'-3 1 /2" 11'-4" 2'-8" 21'-6" 3 V-10" 1 r 11'-4" 26-10" BEDROOM 1 9'-4" CLG o 18„I 8'-8"LV M I I I I ii i I O N o bo I I� I I I I OUTDOOR LIVING 9'-4" CLG ii 9 I I I I ( I I I � I I I I I I `o I I 180 1'-4" 8'-0" 9'-4" // \ 21068 4'-10" 0 Nd 00 w o 00 1S&1R o2SI WIC v Ln; 9'-4" CLG 101 <06II>11D II 210615 V) = I I I o m WIC 1� I, { 9'-4" CLG Ln I� 1S&1R CM N M 12'-2" M v 12'-4" DINING N = 9'-4" CLG COLn CD O cV bo 2020 FX -t- 2020 FX 2020 FX 8' - 0" H.H. 1-18 8' - 0" H.H. 8' - 0" H.H. 2'-8� 3 -6 I, 3 -4'�� 21'-2" 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" GREAT ROOM 9'-4" CLG I I I I I 3010 FX TEMP 8' - 0" H.H. 9'-4" CLG r "- 0 68 j 125 BATH 1 9'-4" CLG 8'-2" 0 bo T-5" 4'4" 2'-2" 108 _ � u i i I 1 I ao — 000 101 •��� ', EIE711 III / \ — - 130 V 142 2'-8" 2'-4" KITCHEN 9'-4" CLG '\ 0 N 143 PANTRY = 9'-4" CLG m N 140 O 3 SHS 25'-2" 5'-0" 127 70'-0" 3052 SH TEMP EGRESS 8' - 0" H.H. j C'V I 00 . I06 fV IN BEDROOM 4 9'-4" CLG 161 I WH 160 J VERIFY AC COND LOCATION W/ SITE PLAN GARAGE --- cC r---I 9'-4" CLG � I I I XLO I �I 2106 i N LAHU 3'-2- 21'-0" o s 1/2"MECH-- 163 9'-4" CLG ih LAUNDRY ^' 2868 9'-4" CLG 9'-4" CLG ' 162 N CD or o 105 - N N % 11L.L'.LL�i �11111111ilhil --- 6-10" 8" 6--4- 8" 1 1 a 9'-2"4 1 LO i 1 00 FOYER N ENTRY o o —.--- '4' CLGI I 9'-4" CLG 13'-6" 17„ T-0„ 4 N 6-0" 1 5'-0" 102 105] CV t�D 000 9'-4" CLG N N 668 `V 21068 166 3 SHS / O 3 SHS `V BEDROOM 3 BATH 2 BEDROOM 2-4 9'-4" CLG ! 9'" CLG 9'-4" CLG M 1 101 I I I � I� �I � - .. : o o�S oZSI O. c (V V11 I I I o I <T) O U7 11 231 1 3052 SH TEMP EGRESS 8' - 0" H.H. 25'-2" 1 V-2" '4 1 /2" 5'-3 1 /2" 10" If 2'4" J. 59'-10" ao N o 1 (zO N 09 bo ZO r Uj w LU _ W = o — --- V1 , N W 0 en 19 1 11 FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 1c E 100 - PROVIDE FURRING AS NEEDED O 101 - 2x6 WALL j 102 - DOUBLE WALL (2-2x4 U.N.O.) O O O 103 - 42" HIGH HALF WALL WITH CAP #-- -c 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 0 105 - INTERIOR FLAT HEADER at 8' U.N.O. a) (SEE PLANS FOR WIDTH) o a) 106 - INTERIOR ARCHED HEADER (from T 4" to 8') 0 fl (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE N 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW cM 109 - 36" HIGH HANDRAIL LJL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED w tds 111 - ATTIC ACCESS - SIZE AS NOTED _J true design studios 20 MIN FIRE RATED 5; N 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. Z (SEE PLANS FOR WIDTH) 0 Y 9000 REGENCY SQUARE BLVD. 4? C21 0- RECESSED TILE SHOWER - SIZE AS NOTED U - TILE SHOWER WITH CURB - SIZE AS NOTED Q SUITE 100, JACKSONVILLE, FL 32211 vi 2- VIKRELL BASE SHOWER - SIZE AS NOTED O 3 - TUB R.O. 5-0 %" p 124 - GARDEN TUB - SIZE AS NOTED cn 125 - TEMPERED GLASS SHOWER ENCLOSURE w 126 - TEMPERED GLASS SHOWER ENCLOSURE F— ON 42" H 1/2 WALL w/SLP TOP 01HOMN' a)127 - SHOWER SEAT AT 18 x18' x20' 128 - SHOWER BENCH p : e �. 129 - LAUNDRY SINK J 130 - SINK m w 140 - OVERHEAD CABINET fY Q 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER (f 143 - RANGE WITH MICRO HOOD 144 - COOKTOP ) 145 - DOUBLE OVEN Z 146 - WASHER - OPTIONAL w 147 - DRYER - OPTIONAL 0 w 160 - INSTALL MECH PROTECTION PER CODE w 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR o 163 - METAL A/C STAND I ;164 - BOLLARD AS REQ. PER BUILDING CODE >= LID '180 - EXTERIOR HEADER Z ♦^ (RE: ELEVATION) VJ 181 - SYNTHETIC STONE VENEER w LLj ct W J Z w co LU _o v) LU w Q W Z z p Q w w p p � w o w w x { ILL -j a LL O O F— w a Z 0 � Q ILL p w Abbott Park Q O U U- cn U- LOT 019-01 0 U ZQ Z 0 C� w O PROJECT NO: w 1 2021.003460 p LL. Z O DRAWN: U LDG o w" CHKD: LID f JAC x Q Q x U C� U) m Z o � Z O W � < Z Q Z 07 O_ 03-22-2021 0 H w U REVISIONS: LL x Q No. Description Date w (n J � - U O � O Z I— z - --- = O U p w 1- x A110 w a Q )ocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 RIGHT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT VENT PROP PROP Area HIGH LOW # RATIO HIGH LINEAL FT LOW 2738 SF 657 in2 657 in 4 144---1 576 1 160 11470.4 (Typ) I j 5:12 I L ilt�l'��I ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 0 5:12 RIDGE 04 5:12 �}- .................... . ® 12 5 _ 1st LEVEL BRG 1st LEVEL BRG 1st LEVEL BRG ------------- --- ----- -- — „ • 1s st LEVEL FFE 1 LEVEL FFE LEVE L EL FFE st ^ 0 0 0-0 0-0 LEFT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" 8" (TYP at GA1 L.E END) 12 5 1st LEVEL BRG E 1st LEVEL FF REAR ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" __1st LEVEL BRG 9'-4" 1st LEVEL FFE ELEVATION KEY NOTES (SEE SHEET A000 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 112" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 718" (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 F BC R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING D NG 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD 8: BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2" x TRI M - 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. 252 - 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. f OF LIGHT TO BE 6'4 7' A_F.F. U.N.O. BUILDING HEIGHT AFF HEIGHT ABV GRADE BUILDING HEIGHT AFF 8" 262 4" [:CO-- P 1st LEVEL _BRG __—__—� 9-1 - 4" 18"x62" Sol p 1st LEVEL FFE_ _ _ _ o'-o" - - ----------------------------------------- FRONT ELEVATION 1/4" = V-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG 260 6„ ------------- 280 "- _-- _ -_� �_ _ ❑ 260 2" OVER 40" ---- - - -- �_-- (+1" PROJ) SLP TOP - ------------------------- - ------ ---J ❑------I---------❑1_�J-------- -N - --- —1st LEVEL FFE -- —6 _P —3068 w/ 3010 TRANSOM ABV O U O O Q N O APEX s 0 Q , Cff T- T. d s J true design studios N Z O U) Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 C; co O_ O O w w CF H CF cn 11HOMON' i .4 J •j►j�,! co � r W Q c U Z W 0 W IY O O O a) ti LO ti a w Z �i1 Q _ W w J Z w co LLI O LU cn w QW z Q O z Q w w w o � J w w O x J - z a �� z O Z O Q 0 a z O a- U IL W 0 J Abbott Park Q O U J --- --- c/) U- LOT 019-01 0 Q w z 0 } U) OPROJECT NO: W -1 2021.003460 0 O U- Z DRAWN: _- O U LDG o wCHKD: LO JAC x w w a x U) m Z W Z O0 cw C Q Z Z c� Q¢ O_ 03-22-2021 O F— w U REVISIONS: U- H Q No. Description Date w � J Q O H z Z = O U W x A200 W a- a 3ocuSign Envelope ID: 27030141-407C4A95-9E01-76D3151029B1 1 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) . _���INSULATION PER CODE 12" 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 AA FIBERGLASS SHINGLE ROOFING - INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD GOOF 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 VIN ACCESSORIES PER MF WRITTEN SPECIFICATI( %" THICK STUCCO FINI: TEXTURED PER COMMI SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FRC STRUCTURE)(TYP ALL VARIES (RE: 12 ELEVATION) F SECTION SCALE: 1" = 1'-0" �LVA;: :IIIINSULATION PER CODE TYP A400 12" 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 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" J� -- INSTALL VAPOR BARRIER IN ACCORDANCE WITH III - --ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) ONE-STORY WALL SECTION SCALE: 1 " = 1'-0" O O N U) APEX 0 rn N N co J lL w J J Z tds O true design studios Y 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 _o W U) Ift"HUMN" m � C� W U z w w w 0 0 0 0 ti u7 I- O z w z W m w w CD z 0 O IL z O Q a Iz O U 0 0 J U_ U z O J O z U w x w a m 0 w O ILLJ U) O H I-- U IL W O J O z U w H x w IZ W w w w U) 2 O 0 w w w LL PROJECT NO DRAWN DVO CHKD: TSD REVISIONS: No. Description Date AA400 W Eq w x r- z 0 w F_ z a ILL w J U m 0 w z W w 0 ILL O 0 0 L0 W w J U W W O 0 z 0 w w H w J U 0 z O 0 ©cuS+gn Envelope ID 27030141407C-4A95-9E01-76D3151029B1 LO WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT r- SHINGLE ROOFING ROOF CEMENT "L" FLASHING SCALE: N.T.S. O 1. FOLD INWARD at PT. A O 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45° I LL I 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 UND SHINGLE ROOFING DRIP EDGE: OVERLAP 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 5x5 WALL FLASHING x x °D Z LU� wF 0w z a� x x KICK -OUT x x x FLASHING x (SEE DETAIL) y� WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) 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 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-ADH ING MEMBRANE FLA ING OVER BOX AND VER APPROVED WRB LA #1 ELECTRICAL RECEPTACLE + / j 2x SUB-BAND\W/1/2"X? NOTCH ----------- I- @ END, WRAPPED IN PEEL & •� STICK \ 1 DRIP EDGE 7/8' TEXTURED \ \ �% J FINISH @ WOOD�8" TEXTURED FINISH @ CMU \ 1 1 /8" 1 � ' Y/1 / \ \ \ i✓✓✓ METAL FASC� WRAP\18" FROM , 1' STUCCOIFROM WOOD WALL �• EXTF�RIOR WALL \ \ L _ __(FftAME OR CMU) \ \ IN, NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ ROOF DECK (BEYOND) OA ELEVATION PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6%8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 �"x4" NOTCH @ ENC METAL WRAP FASCIA 2x6 SUB Bf DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL I WALL 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 a- WALL CLARITY 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 AIL a- WALL W/ KICK -OUT SCALE: N.T.S. E O OV CV y L O e- O 00 APEX I o � 0 - x Q N CU N M U_ a W O J J_ Z t N O true design studios W Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c vi 'r- O W _0 H � C a o DaRsHOMN' a m m w Q W U Z W w O O O O ti d' 160 ti O Z U W Z Cl) Uj m W �W W U) Z C Z G w 0 0 O w U- W o L Q w 0 O U X Q Z O 0 LL LU Q Z U _.. _ of Z a LL 0 — - J O -- 1 J U O Z UPROJECT NO: W ~ X DRAWN: Z I -- z a DVO QCHKD: - -- - - Q TSD a O 00 0 LO ZW U) ?j W O J Q W U U) W Z (� U) Z O 9 U_ LL Q Z REVISIONS: 0 No. Description Date o O — W - --- w Z = W U W ~ - - - w X J W - - Q a U Q � A500 z 0 0 )ocuSgn Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 1/2" (MIN) STL FINISH TEXTL 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) z z 0 2 w w VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. y2" GYP BRD OVER -� PRE -SHAPED STUCCO BAND 1 x2 TREATED W/ SLP 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 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 112" = 1'4" r PRE -FORMED CONTROL \ JOINT W/ STRIP LATH 17- 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 2 1/2" CORNER BEAD (FASTENER & SPACING at 7"O.C.) ;MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY >PECIFCATIONS CORNER BEAD at BLOCK PT 1x WOOD BUC SHIM AS NEEDED INTERIOR SCALE: N.T.S. ` CMU WALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) PRE -SHAPED STUCCO BAND W/ INSTALLED PER MFR WRITTEN SPECS (RE: ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT EXTERIOR WINDOW JAMB at CMU SCALE: 1 ti2" = 1'-0" STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI 7" FLASI DO NOT CA -- SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING - - OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK 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 48' BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) CMU STEMWALL W/ §8" STUCCO FINISH (RE: STRUCTURAL) EXTERIOR WINDOW SILL at CMU SCALE: 1 i2" = 1'-0" ELECTRIC ME - FIELD VERIFY LOCATION AREA TO RECL. 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 BRD OVER —' 1 x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHE, (RE: STF INISH COATING OVER PRIMED HREE COAT STUCCO FINISH e" NOM) OVER GALV MTL LATH DER 15# FELT OVER APPROVED )USEWRAP ASTEN TO WD STRUCTURAL (EMBER at 7" O.C. MAX " TO 48" MID -WALL JEEP SCREED _za N J " WIDE STRIP SELF ADHESIVE LASHING, CLEAN MASONRY IEFORE APPLYING /2" (MIN) STUCCO FINISH 'EXTURED PER COMMUNITY ;PECIFCATIONS STUCCO WD SHEATHING (RE: STRUCT) )NE (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 v - 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 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 MASONRY BEFORE METAL( DOOR FRAME EXTERIOR SCALE: 1 1/2" = 1'-0" " GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 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 gqMppAppS��OYYNNNRGGY��BEFORE METAL( DOOR FRAME EXTERIOR SCALE: 1 1/2" = 1'-0" O 0 O U N > a' .- O 4 APEX 0 U O N O �X � N N � CV co J U_ LLI Q J J s z tds O true design studios Y U 9000 REGENCY SQUARE BLVD. O SUITE 100, JACKSONVILLE, FL 32211 C O C6 r- 0 w U � 016HOMN' 4) C0 :3 w U Z (9 w w O O O O I` IT LO U) w W Z LU co Of W w Z �W U) Z G W Q O 0 Q o J U_ L1J W O L.L Q w m Ix O ti X U - Q Z O O w Q z U z a I.L. (� w O -- Q J U O z UPROJECT NO: W W Q IX DRAM w UI DVO Q CHKD: - - --- LU TSD w O m 801 O 0 � w w O J Q W U Q to z 0 U) z O LL 0 Q z (A REVISIONS: < 0 No. Description Date 0 O _ w z w = U = W W H - w w _ U Q A501 z O 0 I )ocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 I'lllIi�=- l�LWA� PANEL' PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A • SERVICE: 120/240V, 1 p-3W MOUNTING: SURFACE :,DES !71OK '. 1. "I"E _ P 1#:IrS .I l3i GIRCU T NO _ It I GUIT h 0 � ' IBC POLEt L AD ' TWO .: I �CRII 1 GN; WATER HEATER F 2 30 1 A 2 20 1 R APPLIANCE GFI 3 B 4 20 1 R APPLIANCE GFI SYS. 1 CONDENSING UNIT M 2 30 5 A 6 20 1 1 L,R GREAT ROOM 7 B 8 20 1 L,R DINING SYS. 1 AHU M 2 20 9 A 10 20 1 L,R BED 2 11 B 12 20 1 L,R BED 3 DRYER F 2 30 13 A 14 20 1 L,R BED 4 15 B 16 20 1 L,R OWNERS OVEN/RANGE F 2 40 17 A 18 20 1 L,R GARAGE/EXTERIOR 19 B 20 20 1 - SPARE REFRIGERATOR F 1 20 21 A 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 B 24 20 1 - SPARE DISHWASHER/DISPOSAL F 1 20 25 A 26 20 1 - SPARE MICROWAVE/HOOD F 1 20 27 B 28 20 1 - SPARE LAUNDRY R 1 20 29 A 30 20 1 - SPARE H �R 1st LEVEL ELECTRICAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" ELECTRICAL LOAD CALCULATIONS LdAD QE�GRPTEt'�N. CONNECTED LOAQ;IjYA) DMAfD 'FACTl f (VAS GENERAL LIGHTING 3 VA/FT2 6102 - - SMALL APPLIANCE 1500 - - SMALL APPLIANCE 1500 - - LAUNDRY CIRCUIT 1500 - - DISHWASHER 1500 - - WASTE DISPOSAL 800 - - WATER HEATER 4500 - - OVEN/RANGE 14900 - - MICROWAVE/HOOD 1000 - - GARAGE DOOR OPENER 600 _ - - DRYER 5400 GENERAL LOAD 10000 100% 10000 _ GENERAL LOAD 29302 40% 11720.8 HEATING/AC (2.5 TONS +_ 3 kW) 6438 1.00% 6438 TOTALS 45740 - 28159 120/24OVSERVICE/FEEDER LOAD (A) 117 _ _ MAIN BREAKER (A) 200 ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH 4-WAY SWITCH CHIME DOOR BELL CHIME GARAGE DOOR BUTTON -- — DIMMER SWITCH GARAGE DOOR OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET FI DUPLEX OUTLET G CEILING OUTLET ARAFCI DUPLEX OUTLET SMOKE DETECTOR R FLOOR OUTLET JUNCTION BOX SO © CARBON MONOXIDE © CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET P SERVICE PANEL PH TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL M I WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE -7Trzr STRIP LIGHT ® STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN - VENT TO EXT CLOSET CASTER ® CASTER LIGHT UNDER CABINET LIGHT - PULL CHAIN LIGHT KEYLESS LIGHT 1 - FLUSH MOUNT LIGHT HANGING PENDANT -(>HANGING HANGING LIGHT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT FLUORESCENT LIGHT (DFR RECTANGULAR IROUND CEILING FAN( PRE -WIRE FOR CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT L' �J ROUGH -IN 0. U o cy' O p APEX c0 rn a , «5 N J � LL � W tds J J N > true design studios O (n U 9000 REGENCY SQUARE BLVD. c Q SUITE 100, JACKSONVILLE, FL 32211 vi 0 O '6 4- O N W F— a 11HOMON' �t e co W � Q co } N z w W O O O O ti LO u7 O CIS z Llj w 9 < W z -J z L J m W O cn w 0 w z Q o > o z w o W w w Q W LL1 O �' X LL a L- z z 0 z0 F_ w O a z o U U_ p w Abbott Park Q O U J U_ LOT 019-01 (n 0 w z z 0 c� O PROJECT NO: U) w J 2021.003460 U_ z - DRAWN, U -- —. _ LDG O o w CHKD: x JAC w w Q U Q 07 } U 00 z 0 z Q O w U) Q z z U) O 03-22-2021 0 1= w U REVISIONS: Uj U_ Q No. Description Date W � J Q >- U o _ Z - z U 0 W H 10 El 00 a Q )ocuSign Envelope ID. 27030141-407C-4A95-9E01-76D3151029B1 PRODUCT APPROVAL LISTING -LOT SPECIFIC (A GENERAL) EXPIRATION DATE 2355-R7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 9589-R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.R-S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10007R-8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456,145 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.114 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10667-116 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860-RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 866-13x SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 _iT68-115 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11496-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10456.115 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10446.11 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447,R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10446.116 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13628-RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.115 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 11496.115 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872-R4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13975-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13904.115 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 15363-R3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531,11-5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 15730-114 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 FL 16299-115 KAYCAN LTD. PANEL WALLS SOFFIT 2020FBCR 3/2/2023 FL 32502 PLYGEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 FL15349-117 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2021 FL1749-R8 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 12/31/2021 FL17880-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2021 FL 15353.R-5 MI WINDOWS & DOORS WINDOWS MULLIONS 2020 FBCR 12/31/2021 FL17869-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 FL 5678.115 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2021 FL 1498.R5 Silverline Ext. Doors Gliding Patio Door 2020 FBCR 08/03/2021 FL 15332.116 MI Windows & Doors Ext. Doors Sliding Glass Door 2020 FBCR 12/31/2024 FL 20461M145 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2020 FBCR 12/31/2021 FL 10758.118 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 10/13/2021 FL27945.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2021 FL 4103.1111 TAMKO ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2021 FL 30310-R1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2020FBCR 8/17/2021 FL 158.R1.3 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL1047-118 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 FL19901µ114 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 F113192-116 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 FL13223-RS James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 FL13265-R5 James Hardie Building Products, Inc Panel Walls SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 02/03/2021 O E O U N u7 � 0 OD c rn � APEX N RS N co U J .J z tds .6 0 true design studios Y Q 9000 REGENCY SQUARE BLVD. N O SUITE 100, JACKSONVILLE, FL 32211 c O viO_ W �- - � c e Cn .-i DeRsHOMON W , r ti < C/) C� U z aD w tY O O 0 rn r` v L0 r• J L Q w Z a _o V C.� w W _ O z Q z L= WoCco o — � W O t1. —� w LL amza �o O W F= O X a. O Z U O Q 0 � W O Z 11 a Q — W U W z _ Q U (D N O p � w O PROJECT NO: �- Z Q 2 z U -- --- CD LLI DRAWN: 55 x MJP 0 W CHKD. a NE O Q Q o U) m - o w W J Z Q O v� w z z O � O U z U_ Q REVISIONS: < (n - - 0 No. Description Date w C� cn p -- -- - w o - - H z W U Q w - U I- cn w o Q A001 z O 0 JocuSign Envelope ID: 27030141-407C-4A95-9EO1-76D3151029B1 DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 LEGEND >O w 0-1 U_ Building Code Florida Building and Residential Codes , 7th 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 ....................................• 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 Yz„ LL / 360 BEAMS'.............................................................TL / 240 NOTES: PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED Y4' 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 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 VINYL 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 1 ST 4.0' PER FIGURE R301.2 (7) - 1 L 1 ST FLOOR (nP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NnTF.R 14 0-0 STUCCO AND DIRECTLY MIN 1/32 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%e" 24/16 Of - ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE Lu H N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. x V J z ALL OTHER VENEER MINt5/3Y' 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) x (9 rn TILE AND METAL ROOF MIN1/32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION oa (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND uJ 6" O.C. IN THE FIELD 0 w � MIN'/fi' 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: %" 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 1/2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN t5/2" 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 ALTERN TE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORMIrO THE MOST CU ENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATION M 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR IAP HRAGDESI N. FOR INCREASED FLOOR PERFORMANCE AND TO REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. '%2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE %6' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 1%32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. 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" 2-1/2' RSRS-01 0.113" 2-Y8' RSRS-03 0.131" 2-Yz" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-Y," 16d SINKER 0.148" 3-1/4' 16d COMMON 0.162" 3-Yz" 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'/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 REQWESTED 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'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 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 SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)% X 1 %" SDS SCREWS (8) %" x 1 %" W 15- DTT2Z IN STUD %" 0 X 4 Yz" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '% 0 x 4'/z" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 %" IN (18)0.162"x2'/z"IN HTT'4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 1Od x 1 ''/2' MTW12 (7) 1Od x 1 1/2"(NOTE 2) §8 0 x 6" EMBED ANCHOR §e 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 '/z" IN (26) 0.162" x 2 1/2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MISTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) %" 0 x 6" EMBED ANCHOR 48" 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 7/8' 0 x 12" EMBED MSTA36 (13) 1Od COMMON MSTA36 (13) 1Od COMMON 7//8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d COMMON IN (7) 10d COMMON IN (7) 1Od x 1 '/V IN TRUSS (7) 10d x 1 '/V IN TRUSS 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 'W TITEN (5) 'W x 2 'W TAPCON IN SCREWS IN MASONRY (11) 10d x 1 ''/z" IN MASONRY (11) 1Od x 1 %" IN (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 HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 ''/z" IN (11) 10d x 1 1/2" IN STUD (12) 10d x 1 '/2' IN STUD (8) 10d x 1'/" IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) §8' 0 x 7" EMBED EPDXY §a, 0 x 7" EMBED EPDXY (12) 10d x 1 1/2" IN (4) W x 3" WEDGE BOLT STUD (5) 8d x 1Y2' IN R EQUIVALENT IN STUD (5) 8d x 1 Yz' IN (12) 16d COMMON NAILS (12) 16d COMMON NAILS 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)8dx1Ya''IN RT7AT (5)8dx1Ya''IN DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1 Yz" IN TOP PLATE (5) 1 Od x 11/2' IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 1Od x 1 Yz" IN TOP PLATE (5) 10d x 1 /P IN TOP PLATE (16) 10d 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 HUC212-2 (22) 1 ON IN HEADER HD212-21F (22) 1 ON IN HEADER 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 WALL FRAMING (12) SDS %" x 2 Yz" (1 LUGT3 FRAMING (12) WS25 '/e" x 2 Yz" (4)%" x 1 W SDS SCREW (4) Y," x 1 Yz" 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) SDSY4" x 1 '/2' SCREWS (4)'W x 1'/2' WS15 SCREWS HGAMIOKT TRUSS/RAFTER X a ' HGAM10KT IN TRUSS/ RAFTER 3/4 (4) YV x 1' WEDGE BOLT /.IN (4) x TITEN SCREWS OR EQUIVALENT IN N 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'/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 W 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'W 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. OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 -/." BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2' WIDE, UNO, SYS 42 PROPERLY RATED OPEN WEB HEADER �212STUDS U) w 0 2 ANCHOR �W--'FDr 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 @ 8'4" 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 1ST 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 O O N u7 N O 4 O O 04 04 cM J LL w J J z O U O O w H CA J m w Q Z) a 0 U Z w w QY O O O O ti d' u7 ti LOADED CONDITIONS ABOVE O #2 SYP HEADER FRAMING KEYNOTE z (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING 0 w NUMBER OF JACK STUDS EACH SIDE OF OPENING Z DEPTH OF LOAD -BEARING #2 SYP HEADER 0 NUMBER OF PLIES IN HEADER in w ENGINEERED LUMBER HEADER FRAMING KEYNOTE w (2) 9'/2' LSL- 1 / 2 - NUMBER OF KING STUDS EACH SIDE OF OPENING w z NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 Z HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) w DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) Ix HEADER FRAMING ° J U- 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 1 Od @ 8" O.C. z STAGGERED. 0 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 . O 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. a- 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O 0 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: Q • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 w • SPH w/ (12) 10d x 1-'/2' @ 16" O.C. OR 0 • DSP w/ (14) 10d x 1- Y2' @ 16" O.C. OR LL. • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 '/V (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. - U Z FRAMING NOTES 0 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. 0 ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN 0 A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S = SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET W SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN w TABLE 2304.10.1 a- 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. Q 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q 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. m 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 0 THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. w 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD z O w Q z U) O H 1= LL Q f� C� O J O z U w H X w D_ Q M UMFTAI rommFP.TOR FIKIMNFFRIN[; O U O 0 c APES tdsJ� true design studios N 9000 REGENCY SQUARE BLVD. (D SUITE 100, JACKSONVILLE, FL 32211 Ci O 'a M C tz a U) it < W J z LU Ow W 0 Q � G Q 0 M > Q _Q W Lu 0 w w W W ti X aLL O 0 Z 11 LL w Abbott Park J U -- U) LOT 019-01 0 -- w Q z O PROJECT NO: w 2021.003460 0 Lt_ -- O DRAWN: LDG o CHKD: U') MJP U) w Q U ,`�tt1it111I��� (n LA/V/, I ii,. wU' Z �oO ENSCush '6 e4 by. � a + STATE OF ' I ` F46743. �0 N A� E� 03-22-2021 00 w REVISIONS: No. Description Date ~ w J F- 0 Z 0 ST-1 )ocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 2020 V1.0 GENERAL FOUNDATION NOTES: OP I IT 0 ih T-0" 4' VERIFY AC CON LOCATION W/ SITE PLAN FOUNDATION PLAN 1/4" =1'-0" WHEN PRINTED ON 22"04" • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS N U� ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED pp PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR 4 CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O • 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 N IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. c( • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL LL SECTIONS. LJ • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-2D. Z O FOUNDATION KEYNOTES: DC1 Q NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN —� - A 8"x8" DEEP THICKENED �12" DEEP FTG UNDER BOX 0 o EDGE w/ (1) #4 CONT L " 1 COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN w I— �C 16"SQx12" DEEP FTG I D I 24"SQx20" DEEP FTG Z) I I w/ (3) #4 EW (q E 30"SQx20" DEEP FTG F ] 36"SQx20" DEEP FTG J l w/ (4) #4 EW I_l w/ (4) #4 EW 00 70'-0" 3'-0" VERIFY AC COND 9 LOCATION W/ 5 cO SITE PLAN SIM 9" CURB T-2.D q LH AS SHOWN, SEOE MASONRY - 4"SQx24" DEEPw8 w (5) #4 EW, T&BFTG NOTES ON ST-1 1 1/2SLAB EXTENSION " I � AT FULL ROUGH Uj OPENING WIDTH W CD w Of O O O ***NOTE TO CONTRACTOR*** 0) DR HORTON DOES NOT ALLOW FIBERMESH AS AN i` ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET LO BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. f) e. Nu w U) m Of w Z Z w 0 0 J U_ Z O O CL U 0 O _1 LL U Z } tv, rIN Z U w x w Q_ X m 0 O LU O F= 7,OP& i= LL } C� SANITARY ISOMETRIC ° J O Z U w H X w d CMU/METAL CONNECTOR ENGINEERING APEX CL tds -6 1✓ true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 �� tm w Q w J Z � LLI LLJ O to Q Q � � O ¢ m w � _j w w LL d' a Z O 0 w Z a w w Abbott Park J U LOT 019-01 0 -- w Z 0 r� PROJECT NO: W 2021.003460 a LL DRAWN: ---- -- O LDG o o CHKD: lid MJP (1) w 0111111181111 U S ,9 Z oc8 Sii er by' STATE OF F46743r*. O R 1 • , ��,,_Z 1iri1« 9 03-22-2021 a w REVISIONS: No. Description Date ~ w J U F— O Z 0 ST=2 )ocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH EXISTING EXTERIOR CMU --\ p MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO � G EXISTING FOUNDATION FACE w/ - - - - - - (2) ROWS OF 316" DIA. TAPCONS �I / D OR CUT NAILS @ 24" O.C. COVER D FLUSH w/ 3000psi CONCRETE. f D D EXISTING FOUNDATION. A d D 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 WHERE NEEDED MIN. 3" ED STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE H (2) ROWS OF 3/s' DIA. TAPCONE OR CUT NAILS @ 24" O.C. COVE FLUSH w/ 3000psi CONCRETE. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH -� - - a - -- - - (MAX 20" \ 7° . q ° 4 d° d DEEP) °n / a d 4 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *qE�ING CURB STEP -SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH d d d d 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION f L_ CONTINUOUS CONCRETE FOOTING, SEE PLAN N LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TOP OF FOOTING TYPICAL STEP IN FOOTING DETAIL, CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 �- CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH D > o - � �0 ° °° a ,•� ° #4OR#5 OU ° REINFORCING PER MONOLITHIC FOOTING ° d. a SECTION EXISTING FOUNDATION <° • FOOTING TO BEAR ON FIRM d ° d.. , UNDISTURBED SOIL MIN 12" d° Ld a d =� a 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 FIBER MESH 8" CMU CHAIR TOP OF SLAB _ BLOCK W/ (1) #4 OR #5 CONT. LU W Q O �- VAPOR BARRIER j\\1 o LO �x77 \\j #4 OR #5 VERT REINFORCING / UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. L \ 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 J (1) #4 OR #5 WWF OR FIBERMESH > ¢ ¢ CONT °• wW cn � FINISH GRADE / /\ f \/\/\ \ \ o �7; #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. ° D L FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL E OR G #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM N OPT BRICK LEDGE NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT: 36" MAX . 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE S PER PLANS 12" MIN b 3 ''Y2" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. a- d '\ VAPOR BARRIER FOOTING TO BEAR ON FIRM 4' • / UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) #4 OR (2) #5 CONT 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT \ \ \ \/\ " \\\,\\ MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH //\//\//\//\//\//\//\// //\//\//\\//` /� • STEMWALL FOOTING TO EXTEND MIN \\/\\/\\/\\/\\/\\/,\\/• /\�/�\/` 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 LOCATE AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEMWALL CELL STEEPER THAN V-0" VERTICALLY PER T-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 ALL OTHER EXTERIOR WALL OOWN \\ \\ \\ \\ \\ \\ p D CLADDING - MIN 8", U.N.O. ON ARCH O 0 04 VAPOR BARRIER \//\\ D \�� A PEX -� 12 MIN \/\/\/\/\/\, N 0 O yN \ \ C) N FOOTING TO BEAR ON ' (� FIRM UNDISTURBED 6 OPT. EXTENSION IN BRICK r- SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M tds (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ L (2) #5 OR (3) #4 CONTINUOUS J J.6 true design studios a) MONOLITHIC FOOTING SECTION 1 o CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: Y Z�) • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR w cy cy FIBERMESH ? A ° --- P- a - _01HORION0 \Q \\�\ 4 16" VAPOR BARRIER Q 0 3 BEARING WALL FOOTING SECTION Z w O w CONCRETE SLAB W/ 6x6 FIBERMESH O W1.4 x W1.4 WWF OR � 0'-0" A.F.F. O - --- l SEE ARCH DETAILS 8" MIN ~ If o Cn \\, z W 8"x8" THICKENED 8" U) FTG AT U) STEP-DOWN, SEE VAPOR BARRIER w PLAN z W 4 CURB STEP SECTION m LLJ O Cn w w Q O 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z Uj Q Q 6x6 W1.4 x W1.4 WWF w LLl 0 OR FIBERMESH VARIES 1 SEE ARCH Q Q 2 (MAX 16") wUj Of ° d e v X \ d \ 12" MIN LL ` \\ \\ \\ \\ \\ /\�///\�/\\� O Z VAPOR BARRIER \//\\ ° 4 �/' /�//�//�//�// O -� w 6" OPT. EXTENSION IN BRICK O F- LOCATIONS ON FND PLAN a Z I � 12" UNDER 1 STORY WALL w/ O (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 U LI- - BAR IN BRICK LEDGE Q 16" UNDER 2 STORY WALL w/ p w (2) #5 PR (3) #4 CONTINUOUS Abbott Park U O 5 GARAGE_EXT WALL CURB SECTION J -- U) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 019-01 w FOLLOWING OCCUR: - - • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (� O PROJECT NO: w CONCRETE SLAB W/ 6x6 J 2021.003460 W1.4 x W1.4 WWF OR O U_ FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH = LDG o - - d- - - (MAX 20" - _ O 4 ° d DEEP) CHKD: MJP U • d • •� X U 4" EXTENSION ,t�����I � UNDER BRICK VENEER ♦ �``iiN Lq ��i U) 12" UNDER 1 STORY WALL } ♦♦♦♦�J�'*••••*•N w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER Q �� �o%jikkj by:ZO1 �S 16" UNDER 2 STORY WALL w •• �, / ? W/ (3) #4 OR (2) #5 CONT j rS"' %� FaG.-• Q BEARING CURB STEP SECTION •.( STATE OF z w � 4 F467'I�pA�i43. Q R �\ �♦� Z TYPICAL REINFORCING BARS AT THICKENED O 03-22-2021 FOOTING, SEE PLAN MIN 24" LONG #4 OR 115 U REVISIONS: w BAR SET AT MID -DEPTH t U_ OF SLAB, TYP ALL i Q No. Description Date F- RE-ENTRANT CORNERS -- J - ------ - - -- -- _ (A -------- - - OJ --- -- O HOUSE SLAB O Z Z - O RE-ENTRANT CORNER DETAIL U w (RECOMMENDED) I - PLAN VIEW, DETAIL TYPICAL @ ALL W STm2mD RE-ENTRANT CORNERS a. a CMU/METAL CONNECTOR ENGINEERING SEE NOTES (MAX 16") U 0 STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" a, O N )ocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 N ri m M m -4" 4'-8" mi 1'-4" 1, 8'4" L 4'-5" L 3' 5" 6' 8" 6'-8" 6'-8" 5'-0" 6'-8" � 6'-8" � 6-8" I, T-0" 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 8U LINTELS MAY BE FILLED OR UNFILLED. N O • 8F LINTELS SHALL BE FILLED. O • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. u? • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. � • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. 4 O • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE rn • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS 1 T11- N MASONRY LEGEND c� i NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN LL INDICATES GROUT FILLED CELL WITH NO REINFORCING w J _J ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 5; 30" LAP REQUIRED, TYP AS SHOWN z O Qo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM (n 30" LAP REQUIRED, TYP AS SHOWN U OPT. NO, 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED (qj NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN 00 � F_ FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > rn � 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N J OPENINGS. m 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN w LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP w a PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. co 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. z B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH w FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. W 4. HIGH UPLIFT CONNECTION: w • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. O O • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) LO FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 I,-- OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z 5. FASTEN EACH BEAM TO MASONRY W/ META12 0) w _ -- -- z cn 00 w w w a w 0 U_ z O O a 0 U a O J ILL ¢ LINTEL SCHEDULE LINTEL NO. CLEAR SPAN [LINTEL DESCRIPTION COMMENTS U z C� O J O z w X w _ PRESTRESSED GARAGE n- ¢ L-1 16'-0" 8F-1-32 DOOR -- - X L-2 S-0" 8U8 L-3 2'-0" 8U8 L-4 6'-0" 8F-16 m L-5 8'-0" 8F-16 8080 SGD/ REAR PORCH 0 L-6 9'-0" 8F-16 REAR PORCH z L-7 11'-8" 8F-16 REAR PORCH L-8 4'-8" 8F-12 FRONT PORCH (ELEV A) 0 L-9 4'-8" 8F-16 FRONT PORCH (ELEV B,E,F) w z U) O I- F U_ 0 O J O z U w I` X w IZ a CMIUMFTAI rONNF('.TOR FNrINFFRINr E O U } APEX O0 tds1✓ true design studios 0) 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Q C/) GC a w J O Uj cis p Q � o > 0 a m w o J w 2 w w �• x QLL z O 0 w z a LL w Abbott Park ¢ U LOT 019-01 0 w a z 0 rn PROJECT NO: w 2021.003460 0 LL O DRAWN' LDG o CHKD: Lc) MJP U) w J U ,,�%%% 5�J IN LA/V ,,, U) \BENS •9 *0 Z o c8 Sued by i r '.+ STATE OF F467 j Pyk0- 43 03-22-2021 Q w REVISIONS: LU No. Description Date ~ w U O z O 0 ST=3 3ocuSign Envelope ID: 270:30141-407C-4A95-9E01-76D3151029B1 r i ............. _... ................ — - i :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . .. . . . ... .. . . . . ....... ....... . . . . . . . . . . . I ............. I j I 1 is _ _......._.._w... ,.. .-__, _._...... _ .._. .._ _ .. ..._ _._. ........................... .._...._W........ -_ _... ................ — i F \\ : : - ..... r ; . . . . . . . . . I. 1st LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 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 O TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR 04 TRUSS LABELS & DIMENSIONS r- OVERFRAMING NOTES 000 • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. 4 O • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. O • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. •— • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT 04 CONNECTOR. 04 • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. M • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO -J RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. LL LI RAFTER SPAN SCHEDULE J O.C. LUMBER SIZE SPACING_ -- Z 2x6 2x8 2x10 2x12 0 12" 15'-5" 19'-11" 23'-9" 26-0" Y 16" 13'-4" 1 T-3" 20'-7" 22'-0" U 24" 10'-11" 14'-1" 16-10" 19'-9" 20 L.L./15 D.L. #2 SYP O O CEILING JOIST SPAN SCHEDULE — — O.C. -- -- LUMBER SIZE w F- SPACING 2x4 2x6 2x8 2x10 U) 12" — 12'-5" 19'-6" 25'-8" - 26-0" 16" 11'4' 17'-8" 23'4" 26-0" J 24" 9'-10" 16-6" 20'-1" 23'-11" m 10 L.L./5 D.L. #2 SYP — ILL TRUSS FRAMING KEY NOTES a NOTES- -- APPLICABLE ONLY WHERE SPECIFIED ON PLAN ------- ----- ---- C� U) 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. } U 2. TYPICAL BEARING BLOCK Z • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO w MATCH DIMENSION OF TRUSS MEMBER. w • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. O O 3. LEDGER FRAMING NOTES O O • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING). OR LO rl- • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE wl FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Z LOCATIONS ON PLAN U) • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER w PROTECTION AGAINST CORROSION Z • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. m ROOF FRAMING LEDGER TO WOOD: w 2x6........... ..................(4) 12d COMMON w 2x8..................................(6) 12d COMMON Z 200.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON Z w LEDGER TO CMU (W/ 3" TAPCON OR TITEN): a 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 LL Z FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): I O 2x6.................................(3) 16d COMMON 2x8.................................(5) 16d COMMON 2x10.................................(7) 16d COMMON O 2x12.......... ...................(9) 16d COMMON a (Y FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O PT 2x6...................................(3) Y4" x 4-'/2" LONG #14 WOOD SCREWS U PT 2x8...................................(5) Y4" x 4-'/2' LONG #14 WOOD SCREWS PT 2x10.................................(7) W x 4-'/2' LONG #14 WOOD SCREWS — PT 2xl2................................(9) W x 4-'/:" LONG #14 WOOD SCREWS O J 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE LL BRACING DETAIL IF PORCH SHEATHING DETAIL IS a PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF U Z THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6, • (1) 48" & (1) 24" BEARING BLOCK REQ'D O J • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O STAGGERED Z • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 = w X w a X m w O LU z U) O 1= U_ a U) } O O J Z U w X w a a CMl11MFTAI CONNF(:TOR FNGINFFRING APEX tds Q 1✓' s' true design studios ?� 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 01"HOMON' % ® w AWK#$ t2 s N VJ Qw Z � J w W 0 Q \Q 0 Q a m W o 0 J w 2 w w X LL w Z a. U_ w Abbott Park J U L7 LOT 019-01 0 H Z U) PROJECT NO: 2021.003460 0 DRAWN: c LDG CHKD: to MJP w J U •b E S ••1 Z cc\ oCos'ie� b TATE OFF46p71W, P43FO. v 03-22-2021 w U) REVISIONS: _ No. Description Date ~ w J U O z ST=3A DocuSign Envelope ID: 27030141-407C-4A95-9E01-76D315102961 TRUSS TO TOP PLATE, MOISTURE BARRIER--J 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 ST-1. 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 TEAM 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. '/2' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR Y2" WEDGE BOLT W/ MIN 4'/2' 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) ROOF CONP 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" FOR MISLOCATIO 314" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 21 AND CENTER OF FASTENERS. TO TRUSS W/ MIN ( MIN 1%2' EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATIO HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MA: DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE 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 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 MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY U 0 N 0 N -CORNERS CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. 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" 11/2' 314' 3 7� 6 5„ 115/16 33/4„ 3 3/4"6„ 2 %4„ 33/4" TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O O N LO cV 00 4 O d7 N N co J LL w J J z O W Y U 0 O W H Z) J m W ¢ } z W Irf O O O O 1 LO I- Z w m W w z Z w 0 LL O I-- O n. 0 U 0 w O J LL 0 z O O J O z TZ w F_ x LU d X m O LU z U) O I-= F_ LL U) O O J O z U LU X LU 0- CMU/METAL CONNECTOR ENGINEERING APEX f1 tds -6 true design studios j 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Q U) oC a w J O W co � Q o �1 w 0 J w W w LL X Q z 0 0 w I— z w d LI_ w Abbott Park -' U LOT 019-01 0 w I— z c� PROJECT NO: w 2021.003460 0 LL O DRAWN: G LDG CHKD: T LO MJP W w J U %% Jc��C M LA/Vj, ee W • �i 0.`� �•• �GENS'•.;4 �ocLSined by: 0 8 1 Q • ._ �'j • * r • i ( STATE OF W ` i F4671�p42Q 43r*. ,�'i-t5 iO N A� E��`�� 03-22-2021 0 w cn REVISIONS: No. Description Date ~ - -- w J U O z - O ST=5 )ocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 R 1riUjJL4 Ji L " .- u. , - 1J46IIIIIIIIIIIIII UPLIFT CONNECTION PE TYPICAL WALL SECTION — ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA _ IJO1� MOISTURE BARRIER TYPICAL PORCH BY OTHERS �'= CEILING BOARD PER PLAN. SEE TABLE 2; Q• MOISTURE BARRIER o SHEET ST-1 (PORCH BY OTHERS CEILING BOARD) MASONRY LINTEL ' PER PLAN TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) 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 COMM NS EACH END ROOF DECK 2x4 SYP OUTRIGGER @ 24" O.C. - - CLIP TO GABLE TOP CHORD WITH (1)H2.5Tw/(10)8dx1'/2" F 2x4 NO.2 SYP BLOCKING BETWEEN PROVIDE PANEL I OUTLOOKERS. FASTEN EACH EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d NON -DROPPED GABLE COMMON @ 3" O.C. FASTEN 2x6 N0.2 SYP j DIAGONAL BRACE TO BLOCKING w/ (6) j GABLE TRUSS 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRA , j 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 j "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. � MOISTURE BARRIER SHALL BE 8'-0" OR AS SHOWN ON PLAN PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER 8 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 ANGLE BRACING DETAIL (W/ HGAM10)B3)GABLE 1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. 8'-1" ABOVE F.F.E. TOP OF 6'-1" ABOVE F.F.E. 4'9"ABO-- F.F.E. 2'-9" ABOVE F.F.E. q_OF OPENING 2x6x12 I CENTEI 48' DIA. ANCHOI 2x4 PT TOP -- 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) %" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 Yz' x 416" 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. V 0 a g �n N Z 2 PRE -CAST 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 VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM TOP OF WALL I I I I I I I I I I I I -- I I I I I � I II I I I - --�---I---------------------- I I I I I I I I I I I I I I I I PRECAST LINTEL SEE PLAN SEE PLAN EXTEND REINFORCING TO -- END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS I I I SHOWN. I I I MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 I VERT. BAR ADJACENT TO - GARAGE DOOR OPENINGS. I NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER I l i i t NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED I I I I CELL EXTENDING FROM FOOTING l i i i TO LAP WALL REINFORCING I I W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL l PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. II II II l CONCRETE I FOUNDATION WORK TOP OF FINISH I PER PLAN FLOOR SLAB I I I I I I I I I I 7^—\ I I I I I I t \ \ I I I \ \ I I I GARAGE SHEAR PIER TRUSSES NEEDING BRACING O U O � O 0 APEX d' �C CD Q �- tds l/I� (V M LL � W J .Q _i N 5; true design studios Z 0 - co U 9000 REGENCY SQUARE BLVD. c LATERAL BRACING - MULTIPLE TRUSSES Q SUITE100,JACKSONVILLE,FL32211 � 0 b 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY O CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W co c: 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS f- cyNEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER.4. ALL FASTENERS ARE" x 3" HORHOREN, 5. DESIGNED PER BCSII--B3, MOSTI31CURRENTONG EDIT ON.) a) _" MAX _T6" MAX T" MAX _L MAX 6" MAX MAX w 0 W U U W W cn J f I CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE K� Q WEB MEMBER SPECIFIED ALTERNATE BRACING j SIZE CLR FTOR L 2x4 1 ROW 2x4 1 (1)2x4 U 2x4 2 ROWS 2x6 (2)2x4• T-BRACE FASTENED TO - — Z WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 W 2x6 2 ROWS 2x6 (2)2x4' 0 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6• L-BRACE FASTENED TO 00 WEB W/ 10d AT 6" O.C. a? SINGLE TRUSS BRACING ti 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U-) RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. 0 V J WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z R BRACE (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. W O BE SAME SIZE, S TO EACH FACE OF WEB. !n REQUIRED, APPLY 3. INDIVIDUAL WEB BRACING MATERIAL TPECIES, AND GRADE AS WEB TO BE BRACED. W 1.1... � J Z W LLJ O_ u) W QW Z 0 > ❑ Q Z m w 0 w LV w LU LV OJ d' X z a LL� Z Z 0 0 BOND BEAM REINFORCEMENT w w w (SEE WALL SECTION) 0 a Z = j FILL SOLID TO BOND BEAM O a U W - Q w ' LINTEL REINFORCEMENT J Abbott Park Q 0 U - LI- LOT 019-01 0 8 F -1 - # DEPTH OF LINTEL ASSEMBLY "d" Q W #5 BOTTOM BAR TO EXTEND U Z NO LESS THAN 1 BEYOND Z U, BEARING AT EACH END � GROUT FILLED LINTEL ASSEMBLY 0 O PROJECT NO: Q 8" PRECAST LINTEL. SEE PLAN. O 2021.003460 LL 8F-1-# U DRAWN - --- -- o LDG o wCHKD: U') MJP CD X W J W Q Q U Q cA '(IN LA/V m ��`�` �J5 • E IV /F'9 �� C� 0 _ �0° BaSiiect by., W Z _ 0 0 •• •� .L. STATE OF W •' . F467'1�4��43. c'••.�R� _Z A� % � a O 03-22-2021 0 H U REVISIONS: _ TYPICAL PRE -CAST LINTEL OPTIONS Q No. Fbescription Date w Q ° o z - Z 10 U 0 W '�7S' X W d a rnni UMPTAII rntiK11=rTnQ 9MMIKIPPQiKIr. )ND BEAM :INFORCEMENT EE WALL SECTION) FILL SOLID TO BOND BEAM 8 F - #+-- DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED 0 0 8U8 LINTEL MAY BE ILLED OR UNFILLED 8" PRECAST LI EL. SEE PLAN. 8U8 It f r f