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HomeMy WebLinkAbout7840 Wheat Stone DrDoCuSign Envelope ID: 57BB0627-E2C4-46E5-A844-3005B71F9F46 R DRAWING INDEX ARCHITECTUF AL SHEET NO. SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS DETAILS DETAILS - IF APPLICABLE A501 A502 STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS__ _ FOUNDATION PLAN _ ST-2 ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN TYPICAL WALL SECTIONS ST-5 ST-6 SECTIONS AND DETAILS DR HORTON A4DB DELRAY ELEVATION F ABBOTT PARK, LOT 024mOl ELECTRICAL SHEET NO. ISHEFT 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 12034 SF 2034 SF UNCONDITIONED AREA Garage 459 SF Entry 28 SF Lanai 705 SF Grand total _I 2739 SF VOLUMES 1st Floor 18982 CF Grand total 18982 CF ALL WQr'K S f�,..;. C<),;rPLv WITH PREVAILING AN .:.; r!"RHILI. REVIEIAr'D"ATU .. Z . n 0'r Z'EPHYRHM'11 EXAMINER a c� O O 00 APEX CT) ta ca CV CV M-. LL W tds J � true design studios > z > O Cn U 9000 REGENCY SQUARE BLVD.', Q SUITE 100, JACKSONVILLE, FL 32211 vi' 0' O W c � a5 C04HOH090N, J 4 `� m' LU !Y CZ 0 CIJ N z W 0 W w O O >= C� ti V7 ti O Q Cn z W L L 1 co W LL z IJ z w � w w LLJ w Qw Q z 0 > Q z w 0 w o w w Q J � w w O d' 10� X WLL z Z O O I'_ 0w O a z O a U w p W ABBOTT PARK Q O U L_ LOT 024-01 0 Q -- - w F- U <L z z (9 (� O U) W PROJECT NO 1 2021.006623 in LL z v DRAWN: KME o LID CHKD: X JAC W W U X Cn m z 0 w z O � w m Q z O 05-17-2021 I--- w _U REVISIONS: Q No. Description Date 1 w O H J_ ._..- _ - - - - -- O z -- — Z _ - O U 0 W H X W 0000 D- DocuSign Envelope ID: 57BB0B27-E2C4-46E5-A844-3005B71 F9F46 ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE --- METER MAIN DISC. 150 OR 200 AMP N.T.S. UNDGND SERV. BY POWER CO. Footer - Re -Bar (sized _- according to foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to footer steel w/ (2) ground clamps 5' apart UFER GROUND DETAIL N.T.S. 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. — A/C DISCONNECT #12 COPPER TO APPLIANCES AND GFI TYPICAL ELECTRICAL _ #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #6 COPPER TO HVAC 0 #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (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 BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) 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 3'-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 CEMENT►TIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3) • WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • WATER -RESISTIVE BARRIERS PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCATION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER FBC R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312.2.2 • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR • C.J. = RECOMMENDED MASONRY CONTROL JOINT LOCATION • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING ^A\ C) U O O o APEX! coN0 O N' O Q' N J Q LI_ W tds J .a J N true design studios Z O U) U 9000 REGENCY SQUARE BLVD. c Q SUITE 100, JACKSONVILLE, FL 32211 O 0 Cn W C F— O' #� (n 1HOMON a W `, Q U Z W (9 W 0Y O O O rn h u7 r>11111111 - O Q w Z Uj W W Z � O W UjV J i>7 _ w w W Z_ Z > 0 Q Z m w W W w o Q W LU 0 O U_ L.L x Z QO Z O ww O H d Z O a U LL p W ABBOTT PARK ¢ O U J LOT 024-01 to 0 <t w Z z _ O OPROJECT w w NO: j O 2021.006623 u- Z DRAWN: KME O o U w _ LO CHKD: JAC x w w Q U Q � fn Z 0}0 w Z Q O w U) (D Z Z U) Q O 05-17-2021 p w v REVISIONS: ILL. — - - No. Description Date ~ w � J >- U O ~O O --- Z z - U w H X w AOOO 11 Q )ocuSign Envelope ID: 576601327-EX446E5-A844-3005B71F9F46 - - - - 70'-0" 17'-8" 5'-8" 5'-10 1/2" 5'-3 1/2" he 11'-4" Ile 2'-8" oe 21'-6" 31'-10" _ 1 11'4" 26-10" 3010 FX TEMP 8'- 0" H.H. II 1S&1R ____ �;____ V-4" CLG n V p�f l �I w1cO r 36"x60" VERIFY AC COND 9-4- CLG 120 \ N LOCATION 101 0o W/ SITE PLAN 21068 21068TE2 I 1 I o > 00 Uj U BEDROOM 1 9'-4" CLG I ! BATH 1 "' = 2106 9'-4" CLG zo ------ N O O W N WIC F 9-4" CLG N---1S&1R bo 21068 4'-10" Ln_ N 0 0 M N pp r� CV M v M v 12'-4" DINING 9'-4" CLG s 2020 FX 1- 2020 FX 2020 FX 8'- 0" H.H. 1-18 8'- 0" H.H. 8'- 0" H.H. 2'-8" j, 3'-6" j, 3'-4" V-4" 8'-0" 2 V-2" 9'-4" . 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" GREAT ROOM 9'-4" CLG T-5" 108 I 101 °°° 130 142 I I I I I I 3052 SH TEMP EGRESS 8'- 0" H.H. VERIFY AC COND LOCATION W/ SITE PLAN I V W 0 LAUNDRY-- N 8'-2" 9'-4" CLG 0 0o 101I In 4'-3" 2'-2" I I � I � � I I� 2'-8" 2'-4" KITCHEN 9'-4" CLG N �1 143 PANTRY = - 9'-4" CLG m — CV 140 0 0 3 SHS 25'-2" 5'-0" 10 70'-0" 6-10" ---� r--� 9'-4" CLG LO I� L I I 2106 LHU 3'_2 21'-0" 8 1/2" 1 3 MECH 9 -4 CLG cl, 2868 V-4" CLG 162 O N U u� o o v 1 1 FOYER N ENTRY o °p o - - - - 10' CLG � I `? 1'-1" 'v 9'-4" CLG I V 13'-6" i7'i. 4'-6" 6-0" 1 o IT N III O CO 3 SHS N O 3 SHS N i BEDROOM 3 BATH 2 BEDROOM 2 = _ - ---- °° 9'-4" CLG 9'-4" CLG 9'-4" CLG Ln bo r, 101 0 co 'IT 00 _I i N _i N (o c,-23 o 3052 SH TEMP EGRESS 8' - 0" H.H. 1 V-2" 59'-10" 25'-2" '-4 1/2" - 5'-3 1/2" 10" . 2'-4" 11'-8" 1 FLOOR PLAN KEY NOTES (SEE SHEETA000 FOR GENERAL NOTES) E 100 - PROVIDE FURRING AS NEEDED O 101 - 2x6 WALL > 102 - DOUBLE WALL (2-2x4 U.N.O.) 0 0 103 - HIGH HALF WALL WITH CAP APE 104 - DO DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) N 105 - INTERIOR FLAT HEADER at 8' U.N.O. 00 (SEE PLANS FOR WIDTH) O cD 106 - INTERIOR ARCHED HEADER (from T-4" to 8') rn (SEE PLANS FOR WIDTH) r 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 04 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW cM 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID COREtds -OR- 20 MIN FIRE RATED w 111 - ATTIC ACCESS - SIZE AS NOTED _J Q true design studios 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. Z (SEE PLANS FOR WIDTH) 0 U) 120 - RECESSED TILE SHOWER - SIZE AS NOTED ¢ 9000 REGENCY SQUARE BLVD.121 - TILE SHOWER WITH CURB - SIZE AS NOTED SUITE 100, JACKSONVILLE, FL 32211 -� 0 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 %-- Op :3 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE LU Cc3.' 126 - TEMPERED GLASS SHOWER ENCLOSURE co ON 42" H 1/2 WALL w/SLP TOP cn 041H09O N 127 - SHOWER SEAT AT 18"x18"x20" :3 128 - SHOWER BENCH A 129 - LAUNDRY SINK J 1 130 - SINKLU m tY 140 - OVERHEAD CABINET p 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER �J 143 - RANGE WITH MICRO HOOD Q 144 - COOKTOP N 145 - DOUBLE OVEN Z 146 - WASHER - OPTIONAL w 147 - DRYER - OPTIONAL (D w 160 - INSTALL MECH PROTECTION PER CODE w 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY O 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 0 180 - EXTERIOR HEADER (RE: ELEVATION) z Q cn 181 - SYNTHETIC STONE VENEER W Uj � Z J z O W LLJ w w Q w Q 'Z_n V M > Q Q w W W w J w M w w r i � X Z aO Z F- O 0 w d z O a U w Q w ABBOTT PARK Q O U U- LOT 024-01 0 U Q Z z Q PROJECT NO: w O 0 J 2021.006623 w z —. O DRAWN: (=j KM E o w CHKD: JAC U) w w Q U Q U) m z Z O w U) 2 (D Q Z Z V) O 05-17-2021 H w U REVISIONS: Q No. Description Date w U) —� � U C7 U) O I- z Z = O U 0 w X w Al 10 a )ocuSign Envelope ID. 57BB0B27-E2C4-46E5-A844-3005B71 F9F46 12 5 1st LEVEL BRG �_ _ 1st LEVEL BRG / - — - 9'- - 4" 1� 9' 4 ;y♦ 1st LEVEL FIFE 1 LEVEL FFE 1st -------- ---- -- -^ � o' -o 0'-0" RIGHT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"04" ROOF VENTILATION VENT' VENT PROP PROP Area HIGH LOW # RATIO HIGH LINEAL FT LOW 2738 SF 657 in i 657 in2 4 144 576 160 1470.4 (TYP) 5:12 Fy .N JP� LDG 5:12R !!F 2'-l0" 5:12 RIDGE ..... .... 8" (TYP at GABLE END) ROOF PLAN 1/8" = V-0" WHEN PRINTED ON 22"x34" ® 12 5 1st LEVEL BRG 9' 4" — 1st LEVEL FIFE 1st LEVEL FIFE 1 CCT GI G\/ATInAI 1/8" = V-0" WHEN PRINTED ON 22"04" No -![I MIN N REAR ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x A" ---1st-LEVEL FFE o' -o" 1st LEVEL BRG 9'-4"- -- 1st- LEVEL_FFE ---------- —- -- 0' --0" BUILDING HEIGHT (AFF) HEIGHT (ABV GRADE) - 17' 11 7l8" FYPON BKT 7x12x4 264 - - 12 ` �J 4' ENTRY HEEL 5 .-4------------------------------- - -= - - -- --- ------------------------------------- 1251 1st LEVEL BRG Y------ FYPON BKT 11x20 1st LEVEL FFE �= o° - 4" 12621 223 Elm In� ■M--NL�m ■ FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"04" 3068 w/ 3010 TRANSOM ABV ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF O y 201 - SHINGLE ROOF CD a 202 - TAM KO OFF RIDGE VENT CD O 203 - MI LLEN O ROOF VENT CIA 204 - MILLENNIUM ROOF VENT APEX N () 220 - FOUNDATION WALL FINISH LINE WISTUCCO PARGE COAT 0 N 221 - CEMENT PLASTER FINISH - OVER CONCRETE o MASONRY SHALL BE 112" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS N _ SHALL BE 718" (3 COAT) TEXTURED PER COMMUNITY co SPECIFICATIONS- OVER ASPHALT IMPREGNATED PAPER J +- LL BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE W —j tds -6 FURRED OUT FROM BACKING FROM AN APPROVE J N r i.?'. METHOD IN ACCORDANCE WITH FBC R703.7 Ae9 i,_j71 StUdiC S SEE GENERAL NOTES A000 FOR SPECIFICATIONS Z 223 - FIBER CEMENT LAP SIDING O rJ7 224 - FIBER CEMENT SHAKE SIDING Y 9000 REGENCY SQUARE BLVD. 225 - FIBER CEMENT BOARD & BATTEN SIDING U 226- SYNTHETIC STONE VENEER Q SUITE 100, JACKSONVILLE, FL 32211 ui 227 - STONE LEDGE O 228 - BRICK VENEER O 2-29 - FOAM CAP w $, Cy 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 014HOMON 259 - 2'k TRIM -SIZE AS NOTED � 260 - CV BAND - SIZE AS NOTED - 1 " PROJ U.N.O. e 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N_O. J 114 262 - 1'k TRIM - SIZE AS NOTED C0 263 - DECORATIVE SHUTTER - SIZE AS NOTED W 1 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT of 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAI N TI LES 0 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND U) COLOR IS DETERMINED BY THE BUILDER'S SPECS } U 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE_ z W E OF LIGHT TO BE 6'4Y" A_F.F. U.N.O. G -- W ry 0 0 0 >= �n a u) z w W oc LL - z z w U) m W 0 JJ ty- w ® �� w Q z 0 > Q z m w w w w W LJ O x LL z `- O z F— O ° Z O Il U I_►__ Q — 0 w ABBOTT PARK Q O U) Q LOT 024-01 0 U Q z z OPROJECT NO w —j 2021.006623 0 w O _ BUILDING HEIGHT (AFF) z -- DRAWN: O 17' - 11 7/8" U K M E oo CHKD: � Ln JAC U) x — w w W Q Q 4' ENTRY HEEL x U) 13 Cn —201 m z_ w Q 1st LEVEL BRG o --� 9' - 4" O Ll w cn - -- - 262 4" Q z Z U) Q p_ 05-17-2021 0 1- w (n - 260 4" OVER 38" U REVISIONS: w (+1" PROJ) u- - o SLP TOP Q No. Description Date w N- -- --- Q 1st LEVEL FFE U 0, - 0„ ,r O _ 0 O —j O z -- O U � w x w A200 Q 7ocuSign Envelope ID: 57BBOB27-E2C4-46E5-A844-3005B71 1791746 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) ►����--i-i-i-i-i-i�i�i�ij , : . . IES ►�i "INSULATION PER CODE tee. tit" 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 2 TYP ONE-STORY WALL SECTION A400 SCALE: 1" = 1'-0" FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD k OOF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1 x2 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 §8" THICK STUCCO FINISH --- TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) 14 VARIES (RE: 12 ELEVATION) 091- 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 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 ° d n d - INSTALL VAPOR BARRIER IN ACCORDANCE WITH - -- ASTM E 1643-98 d — 4 d 4 a FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) 1 TYP ONE-STORY WALL SECTION_ A400 SCALE: 1" = 1'-0" r_ O O O U N U') � O OR C ,I -APEX U o � rn � O N Cf N M J U_ J � J '� z t S -Q O true design studios j (n Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 C �- O U U41HUMN, �5 co LLJ a W 6 U w w 0 O 0 ti O z W III z w U) co co w IY w w w z U) z G w O Q 0 O w ILL nw O L.L F_ LL n a O U X Q 0 z 0 0 J 0 w � Q z U -- z a w — w O -- Q J U O m z 0 UPROJECT NO w w Q ~ z x DRAWN: 0 a DVO U) CHKD' LU TSD w o m 0 LO w w O J w L) Qcn z o O U_ m Q O m z REVISIONS: 0 No. Description Date 0 O w z m = w U - _ w ~ w x J w � U Q U 0 A400 z O 0 3ocuSign Envelope ID: 57BBOB27-E2C4-46E5-A844-3005B71 F9F46 J Z_ in WOOD SHEATHING WRB LAYER#1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. T 1. FOLD INWARD at PT. A 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45°4�� _'�7 G ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE 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 \ e..M//h Z w � o~ iw am . x x x FLASHING x (SEE DETAIL) FELT UND Y y�` WATER TIGHT SEAL �QOrc��P (BEND OR SOLDER, D NOT T ) SHINGLE ROOFING oti DRIP EDGE: OVERLAP 3', EXTEND 1/2" BELOW FASCIA WRAP NOTE: INSTALL KICKOUT SHEATHING, MECHANICALLY FLASHING AT BOTTOM OF FASTEN 4" O.C. MAX 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 INSTALLATII WRB LAYER #1, STUC, WRAP WOOD SHEATHING APPROVED HOUSEWR BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 ELECTRICAL RECEPTACLE I � - - 7 2x SUB-BAN6\W/1/2"X? NOTCH Il @ END, WRAPPED IN PEEL & STICK \ 1 .� DRIP EDGE -------- I-- I� k 1/8 7//8" TEXTURED \ FINISH @ WOOD�,8\TEXTURED FINISH @ CMU 1 1/8'L / \ \ / \ lY \ METAL FASC)A WRAP\�8" FROM STUCCOI, FROM WObD WALL j \ \ r EXTERIOR WALL \ FRAME OR CMU) \ \ NOTE: NOTCH FOR 2x6 SUB \ ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY \ \ ROOF DECK (BEYOND) 4--f,=\A/AI1 1 0 ELEVATION PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6%8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 1 "x4" NOTCH @ END 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 8" STEP #2 STEP #4 Ln 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 =DGE OMITTED FOR CLARITY AIL Cad WALL W/ KICK -OUT SUB BAND DETAIL @ WALL SCALE: N.T.S. C O O O U N j LO a 00 .4 APES 0 O O U O N X Q � 03 N N M LL ZZ- Ld a J J Z t S O true design studios Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 > O r- N O W z3 Ui r1f DaRsHOMN' w U Z W O O O O 1 I` u7 t` O Z f/) W Z W U W W Z Z 75 Q O o Q O U_ LL w w o Q Of a o x O U ti T_ X Z O O 0 LL. H Q Z U -- Z D- LIL 0 e J O -- Q O U C) Z Q PROJECT NO W U H W Q ~ Z u DRAWN: 0IZ DVO W Q CHKD: Q TSD LL O W � O C LO W U) W O J Q W U (n Z (� (� _Z O 9 U_ 1 LL W Q Z REVISIONS: O No. Description Date o O W ___ w Z = W U = W ~ J X W a- U) Q I-_ A500 Z 0 0 1 11 1 1 i 11 1 N 3ocuSign Envelope ID: 57BB0B27-E2C4-46E5-A844-3005671 F9F46 1/ 1/2" (MIN) STUCCO j FINISH TEXTURED PER COMMUNITY SPECIFCATIONS FLANGE CASING BEAD —\ , , . . . CASING BEAD at WN SCALE: N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. tie" GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ SLIP TOP INSTALLED PER FURRING STRIPS - MFR WRITTEN SPECS (RE: at CMU WALL (TYP) ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 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: 1 1/2" = 1'-0" PRE -FORMED CONTROL / 5 JOINT W/ STRIP LATH /8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) �7-- 1 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 3PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ §e' STUCCO FINISH (RE: STRUCTURAL) GYP BRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) SELF ADHESIVE -OR- FLUID WOOD BLOCKIN APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 112" = 1'4' 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 "Z" 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 BIRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) 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/ q8' STUCCO FINISH (RE: STRUCTURAL) ELECTRIC ME1 FIELD VERIFY LOCATION AREA TO RECE,v� 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 "Z" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. GYP BIRD OVER —' 1 x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHED (RE:STR INISH COATING OVER PRIMED HREE COAT STUCCO FINISH 8' NOM) OVER GALV MTL LATH VER 15# FELT OVER APPROVED JUSEWRAP WD SHEATHING (RE: STRUCT) ASTEN TO WD STRUCTURAL IEMBER at 7" O.C. MAX " TO %" MID -WALL JEEP SCREED _ za - " WIDE STRIP SELF ADHESIVE 'LASHING, CLEAN MASONRY IEFORE APPLYING /2" (MIN) STUCCO FINISH 'EXTURED PER COMMUNITY >PECIFCATIONS STUCCO ENE (1) 3 ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. �— FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP �— OVER NAILING FLANGE �— MTL DRIP FLASHING W/ HEMMED EDGE SET IN CONT BEAD OF SEALANT TRIM (RE: ELEVATION) EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT BEAD OF SEALANT VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS eininir HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK CMU LINTEL (RE: STRUCTURAL) Ij .. CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gqMAppSONNRGY�BEFORE IM11 DOOR FRAME EXTERIOR INTERIOR EXTERIOR WINDOW SILL at CMU DOOR HEAD at CMU SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" GYP BIRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ' ANCHOR SHIM AS NEEDED INTERIOR DOOR JAMB at CMU SCALE: N.T.S. CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) �- CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR FLUID APPLIED FLASHING (CLEAN AMpAPSLOYNRGY�BEFORE METALI NDOOR FRAME EXTERIOR SCALE: 1 1/2" = 1'-0" ci O O'. O N u') a CT, APEX � U O � i N N N M U_ LL1 !� J � J Z tds O true design studios 07 V U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 O vi T_ O_ W "a I- Z N (nROOM 111 111 C: a. � N J N m 041H09ON' :3 Lij � � Q 0 U U Z W j W O O O O r1- NT to O Z U W Z w m W W W Z Z w 4 O 0 0 o J LL I W O Q Q w 13- W w O U r`- X Q Z 0LL O W Z U z a L_ 0 W � O J -- Q J U O Z 0 = PROJECT NO W LILI U � ~ z LU DRAWN: DVO Q CHKD: Q TSD LL � O Im LO W U) W O J W U U) Q U) Z (D U) z Z) O LL � Q Z U REVISIONS: < 0 No. Description Date 0 O W Z - U)= W U W ~ F- - - -- - W LU -- Q � U Q A501 Z O 0 7ocuSign Envelope ID 576B0B27-E2C4-46E5-A844-3005I371F9F46 PH 2M Fill PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A PANEL. SERVICE: 120/240V, 10-3W MOUNTING: SURFACE DESCRIPTION� LOAD TYPE POLES BRK CIRCUIT NO. PHASE CIRCUIT NO. BRK POLES LOAD TYPE DESCRIPTION WATER HEATER F M 2 2 30 1 A 2 20 1 R _ APPLIANCE GFI APPLIANCE GFI 3 B 4 20 1 R SYS. 1 CONDENSING UNIT 30 5 A 6 20 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 20 1 1 L,R - GARAGE/EXTERIOR - - SPARE 19 -- B — 20 REFRIGERATOR F 1 20 21 A 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 B 24 1 20 1 - SPARE DISHWASHER/DISPOSAL F 1 20 25 A 26 20 1 - SPARE I141CROWAVE/HOOD - --- - LAUNDRY F R - - 1 1 20 20 27 B 28 20 1 - SPARE 29 A 30 20 1 - SPARE ELECTRICAL LOAD CALCULATIONS CONNECTED DEMAND FINAL LOAD LOAD DESCRIPTION LOAD (VA) FACTOR (VA) GENERAL LIGHTING (3 VA/FT2) 6102 1500 SMALL APPLIANCE SMALL APPLIANCE 1500 - LAUNDRY CIRCUIT 1500 -- DISHWASHER 1500 800 _ WASTE DISPOSAL WATER HEATER 4500 14900 1000 600 OVEN/RANGE MICROWAVE/HOOD GARAGE DOOR OPENER DRYER 5400 - - GENERAL LOAD 10000 100% 10000 GENERAL LOAD 29302 40% 11720.8 - HEATING/AC 2.5 TONS + 3 kW) 6438 100% 6438 TOTALS 45740 - 28159 120/240VSERVICE/FEEDER LOAD (A) 117 MAIN BREAKER (A) 200 VERIFY AC COND LOCATION W/ SITE PLAN Q f . �� ll-... . , SEC n'. ✓ \ ................... \ I \ � GFI CLG I a� t t7 I \ AFI I, I/ i ? ::'::::'.:. 7 [ ...................................................................... , 7.. 1� AFI © SW IN ;% f�cvr ATTIC - 1st LEVEL ELECTRICAL PLAN 1/4'' - V 0'' WHEN PRINTED ON 22"x34" Q i . .__........__ VP AFI 4 AFI ..... ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME SWITCH GARAGE DOOR 4-WAY BUTTON GARAGE DOOR DIMMER SWITCH 220 VOLT OUTLET 8OPENER G GFCI DUPLEX OUTLET DUPLEX OUTLET I OUTLET CLGCEILING AFI AFCI DUPLEX OUTLET (5 FLOOR OUTLET ® SMOKE DETECTOR (6 JUNCTION BOX JB © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR NETWORK OUTLET TELEVISION OUTLET A PIA SERVICE PANEL TELEPHONE OUTLET II SERVICE METER (D GARBAGE DISPOSAL M _ WALL MOUNT LIGHT- SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT BATH FAN & LIGHT ® STAIR LIGHT BATH FAN - VENT TO EXT COMBO - VENT TO EXT CLOSET CASTER UNDER CABINET LIGHT ® CASTER LIGHT PULL CHAIN LIGHT -(:K> KEYLESS LIGHT FLUSH MOUNT LIGHT T HANGING HANGING LIGHT HANGING PENDANT -0. MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL 0 DISC LIGHT LIGHT ®FLUORESCENT LIGHT ® FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN( PRE -WIRE FOR CLG FAN ROUGH-IN LIGHTED PRE -WIRE FOR CLG FAN W/ CEILING FAN %\ LIGHT ROUGH -IN 0 0 o O APEX DO N � _5<' o cu rn N c� /.\ __j -- LL � W tds �i J � a)r, u� — design studios 7 z O U U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O o o .- w BOROH09ON' w <L :D c C� � N U Z W W (Y 0 0 0 rn u7 a u) Z W U) LL — W Z z LLJ m LLJ O U) ® ~ W W z > Q z w W L ] w 0 J 2 O LI.J Lu J X z z O O < 0 n z 0Y E O a_ U H W � ABBOTT PARK JQ O U J Cn Q LOT 024-01 U Q Z z C� U) O PROJECT NO W J 2021.006623 u_ O LL z DRAWN: O U KME o w CHKD: Ln JBB X w W J Q Q X U Q c� m z 0 w Q z � o O ' W C/) Q z Z U) O 05-17-2021 p w U) c~j REVISIONS: w Q No. Description Date w U) � _ Q � U O I- 0 z — O U � W I X W El 00 D Q .. -- - - ----I I I I _ - DocuSign Envelope ID: 57BBOB27-E2C4-46E5-A844-3005B71 F9F46 DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE KInTFS 9 3 A J 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... .................................. 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 Yz" LL / 360 BEAMS' .............................................. TL / 240 NOTES: 1. 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 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) 4.0 F 1 ST FLOOR (NP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS AVITCC Q A w O z STUCCO AND DIRECTLY MIN'%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6' 24/16 LD ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE � � N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. wwH v z ALL OTHER VENEER MIN '% ' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y O o+ TILE AND METAL ROOF MIN 1%2' 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION ors (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND 0 6" O.C. IN THE FIELD 0 u Lu I- MIN'/16' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 00 M z SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2%2' T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN Y2' 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 15/2' 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 DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 15/2" 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 16" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 1%2 PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 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, 411 PRESSURE TREATED LUMBER DIAMETER LENGTH 8d COMMON 0.131" 2-'/z" RSRS-01 0.113" 2-Y8' RSRS-03 0.131" 2-1/2' 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-1/4" 16d SINKER 0.148" 3-1/:' 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'/a" 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 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'/z" WS15-GC DTT2Z IN STUD'/z' 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/z 0 x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/z"IN (18)0.162"x2 WIN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 1Od x 1 1/2" (7) 10d x 1 1/2"(NOTE 2) 48" 0 x 6" EMBED ANCHOR HTT45 18" 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 '/2' IN (26) 0.162" x 2 Y2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) fie' 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) 10d COMMON MSTA36 (13) 1Od COMMON 7/8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 '/2' 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) ''YV x 2 ''YV TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 '/i' IN TRUSS (9) 10d x 1 Y2" IN TRUSS (11) 10d x 1 Y2" IN (11) 1 Od x 1 '/2" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 '/V IN (11) 10d x 1 '/z" IN STUD STUD (12) 10d x 1 Y2" IN (8) 10d x 1 Yi' IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) `i8" 0 x 7" EMBED EPDXY §8„ 0 x 7" EMBED EPDXY (12) 10d x 1 '/z" IN (4) '/:' x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS 12 16d COMMON NAILS ( ) (5) 8d x 1 /z IN ,� (5) 8d x 1 /z IN 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) Sd x 1'/z" IN RT7AT (5) 8d x 1 Ya" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 11/2' IN (5) 10d x 11/2' IN HUC48, HEADER HD481F, HEADER H8 TRUSS RTSA TRUSS HU28-2, (6) 10d COMMON IN BEAM HD28 2' (6) 1Od COMMON IN BEAM (5) 10d x 1 Yz" IN (5) 10d x 1 Ys" IN HUG28F TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 1Od COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER '/a" LUGT2 TRUSS/RAFTER HU210-2, (10) 1Od COMMON IN HD210-2, (10) 10d COMMON IN (7) %" x 2 TITEN (5)'0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER ND212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS %" x 2 Yz" (12) WS25 '/s" x 2 1/2"(4)%a" + + x 1 /z" SDS SCREW 4 %" x 1 W WS15 SCREWS () IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)/, x 3" SDS SCREWS HGA10 4 ' () /+" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS Y:' x 1 Yz" SCREWS (4)1/4" x 1'/" WS15 SCREWS HGAM10KT IN TRUSS/RAFTER HGAM10KT Y4 TRUSS/ RAFTER (4) /:' x 1 WEDGE BOLT (4) %" x 2%" TITEN SCREWS OR EQUIVALENT IN IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 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. 6. POSITIVE PLACEMENT GUN NAILS, 2 Yz" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES %" 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF Y:' 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. �LU _w N� LEGEND N`- 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 O OSB ORIENTED STRAND BOARD N WSP WOOD STRUCTURAL PANEL LID SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR N CONT CONTINUOUS 00 O.C. ON CENTER 19T0 LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. 0') (3'/z' WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/," BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2" WIDE, UNO. N SYS 42 PROPERLY RATED OPEN WEB HEADER M INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS LL �- OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS W INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J BOTTOM PLATE ANCHORAGE IS '/i' ANCHOR @ F-O" O.C. (UNO ON FRAMING PLAN OR 5; SW SPECIFICATIONS) z O STRUCTURAL WOOD BEAM Y STUD COLUMN KEYNOTE 0 NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. O 2 2 STUDS LU U) w =) 0 2 ANCHOR � NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS O TO MATCH WALL FRAMING SIZE AND GRADE, UNO. w ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN ~ (+D BOTTOM OF STUD COLUMN CONNECTION 6 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN > 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. 00 "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN w NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE Q HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD W 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD U 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION z W 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD LLU GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. w NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP C) O NON -BEARING HEADER FRAMING KEYNOTE 0) NO HDR -# NUMBER OF KING STUDS EACH SIDE OF OPENING ti LO HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY ti LOADED CONDITIONS ABOVE 0 z #2 SYP HEADER FRAMING KEYNOTE U) (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING w w NUMBER OF JACK STUDS EACH SIDE OF OPENING Z DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER co ENGINEERED LUMBER HEADER FRAMING KEYNOTE W w (2) 9'/2' LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING Z 0 NUMBER OF JACK STUDS EACH SIDE OF OPENING z HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) w DEPTH OF LOAD -BEARING EWP HEADER Q 0 NUMBER OF PLIES IN HEADER (1 -/:' WIDE UNO) HEADER FRAMING ° J LL 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. z STAGGERED. O 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN I-_ EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. Q 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. w 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . O 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. CL 6. LINO 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 Q 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 w • SPH w/ (12) 10d x 1- W @ 16" O.C. OR 0 • DSP w/ (14) 10d x 1- YZ' @ 16" O.C. OR LL • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. 0 z FRAMING NOTES 0 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 O 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, LINO. ALL WATERPROOFING AND FIRE SAFET LU 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 m 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. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. co7. 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, LINO. ILLI 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD z z O LU z W O 0 LL W } 0 O J O z 0 w I` X w 11 Q CMUIMETAL CONNECTOR ENGINEERING 9 tds true design studios >� 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 m W 0 w J W � Q W W Ix x Q U_ z Z O 0 w z n. LL w ABBOTT PARK Q LOT 024-01 0 w -- I- Z O PROJECT NO, w 0 2021.006623 LL - - O DRAWN: KME o CHKD: MJP w J U 'i W �.•��G R NSF•. '.� z_ �.` No 85166 * :•DocuSigned by: * .'•• Q LT i �CI1 C R-F435%�� • Al W N A� E�`♦♦ �0 05-17-2021 w U) REVISIONS: w No. Description Date LU -. _ w J U H O -- z O 0 ST-1 7ocuSign Envelope ID: 57BBOB27-E2C4-46E5-A844-3005B71F9F46 2020 V1.0 .0 If i 5 T-2.D - -r- CD I l T-0 T-2.D -_ VERIFY AC COND ■ I LOCATION W/ 29'-6" I I 5'-0" 0" SIM 9" CURB - - - - - - - - - - - - - - - - - ;I I J I SITE PLAN I J � 3'-0� VERIFY AC COND LOCATION W/ SITE PLAN I ■ ■ ----------- 1 I■ I I 4 T4 1 1 I � - 1 T-2.D 4'-7 1/2" 4'-6" 2'-1" - - - - - 11'-5" 1 7 4 1/2" 9 1/2" f20'-8 1/2" I I I I I Y I I I I I 4 io .... ................ L 4" A I I ' 1 UNDER DOOR I ' I I I L- - - - - - - - - - - - 4 ■ ■ ■ I I I' � T-2.D o 60 1 I ---- .. 5 1 112" ■ i T-2.D I I T-2.D ■ T-2.D I — — — — — — — — — — — 4 — — J 1 1Z i ■ ■ ■ I I�co � til �— - - -I- - - - - - -- 00 I 10 U_ p I OPTU) I U)I � / 1w I 1 I I��-�-A� I � I T-2.D -1 � - - ■ - ■ L- - - - - - - - - v - - FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" GENERAL FOUNDATION NOTES: • 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 GRADE � ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND APEX SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED op PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. p • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O 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 j IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. M MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL LL SECTIONS. L j tds 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. true design studios z O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN F. 8"x8" DEEP THICKENED �12" ] DEEP FTG UNDER BOX p EDGE w/ (1) #4 CONT I COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN w - �C 16"SQx12" DEEP FTG ( D� 24"SQx20" DEEP FTG � U) s osft#H090 � ID I w/ (3) #4 EW E ❑ 30"SQx20" DEEP FTG w/ (4) #4 EW F 36"SQx20" DEEP FTG w/ (4) #4 EW > J -G 48"SQx24" DEEP FTG f�,l #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY co w I w/ (5) #4 EW, T&B l� NOTES ON ST-1 Q 1 1/2" SLAB EXTENSION AT FULL ROUGH U) OPENING WIDTH } z W 0 W w O O O ***NOTE TO CONTRACTOR*** DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET ti BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING O a Z 1�1 ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT LI..1 MANUFACTURER AND DR HORTON. (n W U. Jz w 00 LLJ 0 LU F CC w Q G W Z 0 Z M > 0 Q w W w o 0 _ w 2 o w w d• U_ LL x Z aO z O w W O I-_ z af O a U IL Q W ABBOTT PARK Q O U_ LOT 024-01 w - - - H U Z z 7,7/ Q PROJECT NO w mac' j 2021.006623 0 O \ Z DRAWN: _-- U KME o <.7 LLI_ — - \.___.. \ J LO CHKD MJP Cl) \ x 4.,� w U.1 / CL x v r tv 3e ����rl>t�i�i����i U) 2 I � sgti �sq m �•` •\ G E N S. Z �IS� / W No 85166 Q z # * . LT"rV1CQF1EF435:. ouSigned by: •. * N i 1 Z. U) t�0 R . Z_ Cc0 Z '�sS iO N A i E� r•L0 r Sgti O 05-17-2021 lop& 0 REVISIONS: -- - m Q No. Description Date w J — _ Q SANITARY ISOMETRIC 1 0 z z-- -- - O = o U w I- x w ST=2 a a CMU/METAL CONNECTOR ENGINEERING 1 1, 1 '1 I ..._ '1:'1 IT V' T.°Cal:i'rrn I�Ir DocuSign Envelope ID: 57BBOB27-E2C4-46E5-A844-3005B71 F9F46 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. COVE[ FLUSH w/ 3000psi CONCRETE p FOUNDATION. 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" EDC STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVEF FLUSH w/ 3000psi CONCRETE. D EXISTING FOUNDATION 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 0'-0" A.F.F. SEE ARCH (MAX 20" ° d ° DEEP) a d 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° d ° \�'4 //\// \\/�\ 4 ° 4.. in VAPOR BARRIER *KARIING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TOP OF FOOTING L_ CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CONCRETE SLAB W/ 8" CMU CHAIR 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. -- -— — — — — — — cn LLJ \\ \\\i\\ 0 ¢ O VAPOR BARRIER // � 0 #4 OR #5 VERT REINFORCING\\� //\\//\// UP TO 3 COURSES: 72" O.C.\/\\ /\\/\\ ` 4 TO 5 COURSES: 48" O.C. \\/ N L \\/� FOOTING TO BEAR ON FIRM � . //� / ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE 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 02 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 w v J (1) #4 OR #5 WWF OR FIBERMESH > ¢ ¢ cn CONT y uJ a U co w — — —c. D FINISH \//\//\//\//\ - ±a - \/\/\ PTO GRADE #4 OR #5 VERT REINFORCING \\ UP TO 3 COURSES: 72" O.C. �• \/\\/\\/ 4 TO 5 COURSES: 48.1 O.C. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL -_ ADDITIONAL #4 OR #5 IN BRICK LEDGE 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 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. CMU STEMWALL MONO LITHIC SLAB 3'/i' 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 d °, 36" MAX VARIES PER —° — — — — — — 4" CEONCR TE.4 LLAB / J� ARCH PLANS ° 4 d 6x6 \/�\\ _ OR FIBER MESH ��\T\/�� ° \\ w z — — — — — — — - — a °-.� a ° — ° d VAPOR BARRIER // / / 12" MIN d \ FOOTING TO BEAR j —. .� ° ° ° $ ° 'd #4 OR #5 //\\�/��/� \ //\\// 4'' / UNDISTURBED SOI ON FIRM 0 ° REINFORCING PER U ° d MONOLITHIC FOOTING ° ° SECTION 6" OPT. EXTENSION b IN BRICK LOCATIONS d l a< •. FOOTING TO BEAR ON UNDISTURBED SOIL ON FND PLAN 12" UNDER 1 STORY WALL W/ (2) -- -- =°� < \ \ ° \ �° ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT • d 4° da MIN112" //\//\//\//\//\//\//\ BAR IN BRICK LEDGE ° -- /\\/\\/\\/\\/\\/\\�\\ 16" UNDER 2 STORY WALL W/ (3) d — ° ° �d d ° /\\/\\/\\/\\� #4-OR (2) #5 CONT \\ NMONOLOTH IC FOOTING SECTION - 36 MAX DEPTH / /\/\/\\/ • STEMWALL FOOTING TO EXTEND MIN '� 12" BELOW MONOLITHIC FOOTING 'NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS S. 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 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") v W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" Q, p ALL OTHER EXTERIOR WALL N \ ���/\\/ cy \\j p CLADDING -MIN 8", U.N.O. ON ARCH O O ,,� APES VAPOR BARRIER �// o\\ 12" MINA\/\\/\\/\\/\\/\� N U \ \ O N IN, � O N FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO, 4 OR NO. 5 J BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ LUtds (2) #5 OR (3) #4 CONTINUOUS J -p true design studios 1 MO_NOLIT_HIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. C • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY es SUITE 100, JACKSONVILLE, FL 32211 ui FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 cf) (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W cy cy FIBERMESH ~ ® (f) ft (1)U)Uf$H090N `t3 m w Q 3 BEARING WALL FOOTING SECTION z w w CONCRETE SLAB W/ 6x6 w W1.4 x W1.4 WWF OR O FIBERMESH O _ 0' _0" A.F.F. O SEE ARCH ° DETAILS d \L 4 LO 4 — r1_ 8" MIN O ♦ ) z w W 8"x8" THICKENED 8" FTG AT w STEP-DOWN, SEE VAPOR BARRIER PLAN zz J Z L� 4 CURB STEP SECTION co Uj _O U) w inWQ O 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z ' '�I to Q 6x6 W1.4 x W1.4 WWF w ca W OR FIBERMESH VARIES [_4 SEE ARCH < Q W LU ° .0 4 . ° (MAX 16") LV VAPOR BARRIER 12" MIN%\\%\\%\\%\\%\� Z r \/ '\\/\//\//\//\//\//\\ LL >\ LL Nx F- 0 LLJ 6" OPT. EXTENSION IN BRICK Q LOCATIONS ON FND PLAN N� Z_ ADDITIONAL NO. 4 OR NO. 5 O a BAR IN BRICK LEDGE p W ABBOTT PARK Q GARAGE EXT WALL CURB SECTION _j — "-- - cn 5 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE ¢ LOT 024-01 w FOLLOWING OCCUR: LL, • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z z z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY _ PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. W PROJECT NO w 0 CONCRETE SLAB W/ 6x6 1 2021.006623 W1.4 x W1.4 WWF OR O ILL O FIBERMESH z - -- - - " 0' 0" A.F.F. SEE ARCH = DRAWN. KME 0 e ° 4 ° 4 DEEP) 0' CHKD: W Lo ° 4 ° d X MJP U) z 'x/ a J a •° 41 X4" EXTENSION U UNDER BRICK VENEER LA,�� U) ��% �5 • • ........ �ii� 0 12" UNDER 1 STORY WALL > • �� G E N • ,'9 w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m : : •'�\ S� .•• �i� Z No 85166 •: 16" UNDER 2 STORY WALL LLIZ :• � w/ (3) #4 OR (2) #5 CONT Z _ Do*cu3igned by: • • r BEARING CURB STEP SECTION O•,• T971CQRF..5,.��/` 6 - .� 0 TYPICAL REINFORCING BARS AT FTHICKENED FOOTING, SEE MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS - -- — — — — — — — -- �L—--———————-- HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS cn ����rrrrr�►�����` p 05-17-2021 0 H w U REVISIONS: W— -- -- - No. Description Date ~ w (n .J O �- O - Z z -- = o w I— x W ST=2mD 0- CMU/METAL CONNECTOR ENGINEERINGa )ocuSign Envelope ID: 5713B0B27-E2C4-46E5-A844-3005B71 F91`46 GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. U 0 N O CD v M S 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" • 8U LINTELS MAY BE FILLED OR UNFILLED. cv O • 8F LINTELS SHALL BE FILLED. N • 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. N O • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. 4 • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE � • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS r- Ir- — - MASONRY LEGEND cC i NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN — - - —1 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 Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM V) 30" LAP REQUIRED, TYP AS SHOWN U ❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED U NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, 00 HEIGHT OF DOWEL = HEIGHT OF COLUMN T1_ F- FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN d (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > rn 0 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N OPENINGS. —� m 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN w LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP w Q PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. U) 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 0') WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. ti (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) LO FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 rl- OR (2) SDWC15450 @ MAX 16" O.C. b • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z 5. FASTEN EACH BEAM TO MASONRY W/ META12 U) U) w W 00 w w w 0 w 0 LL z O O IZ O U Q 0 w O J LL Q U z C� 0 O z LINTEL SCHEDULE _ _w LINTEL NO_ CLEAR SPAN LINTEL DESCRIPTION COMMENTS ~ - X w L-1 16'-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 3'-0" 2'-0" 6-0" 8U8 8U8 8F-16 8F-16 L-3 L-4 L-5 L-6 _ 8'-0" 8080 SGD/ REAR PORCH REAR PORCH REAR PORCH 9'-0" 8F-16 L-7 11'-8" 8F-16 _ 8F-12 L-8 L-9 4'-8" 4'-8" FRONT PORCH (ELEV A) FRONT PORCH (ELEV B,E,F) 8F-16 CL X 0}0 0 O LU O i= H LL U) O J O z 2 U w H X w a APEX ca Zzz tds1v true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O n UsHOffON' r .w tm Q � � L.LW J O LLJ cis � Q o m w 0 0 J LU W Q LU W X x QLL O 0 w z_ rl LL w ABBOTT PARK Q U LOT 024-01 0 - - - w z (D W PROJECT NO: W 2021.006623 0 LL -- - — O DRAWN: KME O CHKD--- — - L.0 MJP U) w J U ,%�� No 85166 DocuSigned by: � r LUT4GFV"_CQRF435��'4'J ,�•A,Q,; *. 05-17-2021 Q w REVISIONS: No. Description Date ~ w J U) I— O z 0 ST=3 CMUIMETAL CONNECTOR ENGINEERINGa 3ocuSign Envelope ID: 57BBOB27-E2C4-46E5-A844-3005B71F9F46 0 ri rn 0 N 1 st 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 • TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O O REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR N LO TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES 0000 • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. 4 • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. O • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d i COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT 04 N CONNECTOR. N • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. cM • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO _j RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. LL O.C. 12" 16" 24" O.C. --12" 24" W RAFTER SPAN SCHEDULE J - - - - J LUMBER SIZE 5; — - -- Z 2x6 2x8 2x10 2x12 0 15'-5" — -19'-11" 23'-9" 26-0" Y 13'-4" 17'-3" 20'-7" 22'-0" a 10'-11" 14'-1" 16--10" 19'-9" 20 L.L115 D.L. #2 SYP O O CEILING JOIST SPAN SCHEDULE T_ W LUMBER SIZE i- 2x4 2x6 2x8 2x10 12'-5" 19'-6" 25'-8" 26-0" 11'-3" 17'-8" 23'-4" 26-0" 9'-10" 15'-6" 20'-1" 2T-11" m 10 L.L./5 D_L_#2 SYP TRUSS FRAMING KEY NOTES a C) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN G7 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 0 MATCH DIMENSION OF TRUSS MEMBER. w • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS w BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. O O 3. LEDGER FRAMING NOTES CD • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS ti 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 Z LOCATIONS ON PLAN co • 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 z LEDGERS ARE FOR INTERIOR USE ONLY. 00 ROOF FRAMING LEDGER TO WOOD: X W 2x6...................................(4) 12d COMMON W 2x8...................................(6) 12d COMMON Z 2x10.................................(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 0 PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED of PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED LLLL Z FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 0 2x6...................................(3) 16d COMMON I- 2x8...................................(5) 16d COMMON < 2x10.................................(7) 16d COMMON Ix 2x12.................................(9) 16d COMMON d fr FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O PT 2x6...................................(3) 'W x 4-'/i' LONG #14 WOOD SCREWS U PT 2x8...................................(5) 'W x 4-Y2' LONG #14 WOOD SCREWS PT 2x10.................................(7) 'W x 4-%" LONG #14 WOOD SCREWS Q PT 2x12.................................(9) Y4" x 4-'/z' LONG #14 WOOD SCREWS O 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE JI.L.L BRACING DETAIL IF PORCH SHEATHING DETAIL IS a PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF U Z THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION �- 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D OJ • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. i STAGGERED Z • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 2 w I— X w a. a X m O Q O LL a U) O J O Z U w X W a APEX tds w 6 true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 a w LL J O LLI cLii � a � o m w 0 o J w w LIJ X Q L;L, z O 0 W _Z Il LL W ABBOTT PARK Q U LOT 024-01 0 W Z U) PROJECT NO: LLI 2021.006623 0 LL -- - - - O DRAWN: KME o CHKO: MJP w a U `,`,�tt►t�it�������i cn %% %. DENS '9 .0 • �\ �c'• Z No 85166 • 0 � r 1 i O ;• Tfv1CQRF435: 4U i • = 0 ,ORI . Z ii*;Ss;O N A; ; .% 05-17-2021p W REVISIONS: No. Description Date w J U Z O 0 CMU/METAL CONNECTOR ENGINEERING :)ocuSign Envelope ID: 57BBOB27-E2C4-46E5-A844-3005B71 F9F46 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. F11 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 k" 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'/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 a \ yNa a d I I a \/\ 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 S r-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) \X/ / ROOF-] COW 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 3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2 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 GENERAL NOTES APPLICABLE TO ALL: MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY -CORNERS 8" 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. U 0 N 0 N STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH 3/' OR 11/4' PER MANUF. 3" 5" 11/2, 3 /4" 3 7/16 5„ 115/16 3 3/4' 3 3/4 ' 6„ 2 %4" 33/4' IF TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS %" DIA. @ 30" O.C. STAGGERED • (2) ROWS 3/6' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED '/.") 1x_ PT NAILER BUILT UP 2x ATTACHED TO MASONRY, (1) PLY 1 x_ OR �6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O O N u7 N O d' O O N N m J LL w J J z O 0 Y U 0 O w H > J m w w Q Z) f� z w 0 w w O O O W t` It LO t` z U) w cn m w w z z w O J LL 0 f= O a O U Q 0 O J LL Q U z Q O J O z U w x w d Q X m w J O Uj z O 1= U- U) C� O J O z U w I— X w Q CMU/METAL CONNECTOR ENGINEERING i1 AX t S SD J` true design studios (D 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 (D M W w J 0 W X x aLL z 0 w H z R 0- ILL. w ABBOTT PARK Q U _ (n LOT 024-01 0 w -- - F­ Z C� U) PROJECT NO. w 0 2021.006623 LL DRAWN: KME o O U')CHKD MJP cn w J Q U ,11111111►11 , 1N LA /I✓ jF �,� U) c/) J5� No 85166 Q by:6EF435%�� L_D_Tf,"CCbocus®ned i j 0NAi 05-17-2021 w REVISIONS: TZ No. Description Date ~ w J U c� H -- — O - Z ST=5 :)ocuSign Envelope ID: 57B60627-E2C4-46E5-A844-3005B71F9F46 m UPLIFT CONNECTION PE TYPICAL WALL SECTION \ - MOISTURE BARRIER �` TYPICAL PORCH BY OTHERS CEILING BOARD PER PLAN. SEE TABLE 2; A SHEET ST-1 (PORCH CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) TRUSS TO TOP PLT W/ H2.5T OR RT7AT— SHEATHING TO TOP PLATE— W/ 8d COMMON @ 3" O.C. FULLY SHEATH KNEEWALL PER TABLE 2:- WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS • MIN 2x4 NO.2 SYP PT PLATE BETWEEN TRUSSES W/ (3) 10d TOENAILS EACH END & MINIMUM (2t" ❑ x 6" EMBED DRILL AND EPDXY ANCHOR W/ NUT & WASHER EACH PLATE SEGMENT WITHIN 6" OF END 2x4 No.2 SYP PT PLATE CONTINUOUS W/ x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT & WASHER @ 24" O.C. ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN FASTEN 2x4 NO.2 SYP NAILERS TO SOLID FRAMING W/ (3) 0.131"x3" RING SHANK AT 16" O.C. CRICKET BY BUILDER TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 SHEATHING TO PT PLATE IN TRUSS W/ 8d COMMON @ 3" O.C. i IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION HEIGHT, BUILD UP PER THE FOLLOWING DETAIL - — KW5 WOOD KNEEWALL OVER MASONRY RAFTER TO NAILER W/ MIN (4) 8D COMMON TOE NAIL 2x4 NO.2 SYP AT 24" O.C. FASTENED TOGETHER WITH (4) 8D COMMON. CD SHED ROOF DETAIL 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) H2.5T w/ (10) 8d x 1 1/2" 2x4 NO.2 SYP BLOCKING BETWEEN PROVIDE PANEL OUTLOOKERS. FASTEN EACH EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d NON -DROPPED GABLE COMMON @ 3" O.C. FASTEN 2x6 N0.2 SYP DIAGONAL BRACE TO BLOCKING w/ (6) GABLE TRUSS 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE -,— SEE PLAN WALL SHEATHING PER PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING FASTEN 2x6 N0.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. MOISTURE BARRIER SHALL BE 8'-0" OR AS SHOWN ON PLAN 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 FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR y BEAM W/ HTSM20 OR MSTAM36) FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10) B3 2021 V1.0 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. 8'-V ABOVE F.F.E. -- --- — TOP OF GARAGE DOOR 6-1" ABOVE F.F.E. 4'-9"-ABOVE F.F.E. 2'-9" ABOVE F.F.E. ------- -- rLOF OPENING 2x6x12 I CENTEI 4e" DIA. ANCHOI 2x4 PT TOP — . 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) :�" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5'/7' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 1/2" 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 PRE -CAST LINTEL #5 CONT. PER PLAN v (1) #5 BAR AT CORNER W/ MIN. 25" LAP N z_ #5 CONT. v FILL BOTH LINTELS SOLID - - -- b 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 II I I II I I I I I I I I I I I I I I I I PRECAST LINTEL SEE SEE PLAN I--_ i PLAN I I j I EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS I -+ SHOWN. I I I I MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 I VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. I I I I NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER I I NO. 5 DOWEL TO MATCH EACH I SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING j l i TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL l PLACEMENT PLAN. MIN 6" BEND I i AT BOTTOM. II II I -- I II I I I CONCRETE l FOUNDATION WORK TOP OF FINISH I PER PLAN FLOOR SLAB I I I ------------- I I I I I I I I I T I I \ I I I I I I \ \ \ \ I I I I I I I I I GARAGE SHEAR PIER TRUSSES NEEDING BRACING 0 U O O p APES 00 m Q N M J LIL ~ w J J � 5; true design studios Z O U 9000 REGENCY SQUARE BLVD. C:' LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100,JACKSONVILLE,FL32211 0 -� O 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 N CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. w C 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 (U NO). UsRsHOEN' 5. DESIGNED PER BCSI-133, MOST CURRENT EDITION. (D _16" MAX J 6" MAXI 16" MAX =" MAX jT MAX MAX w J 0 w U U) w w U) P i J J m r w CONTINUOUS LATERAL RESTRAINT WEB � Q. BRACE SUBSTITUTE Q WEBSIZE MEMBER SP CLRIED ALTET ORRNATESCAB BRACING 0 __ .Q 2x4 1 ROW x2 4 I (1)2x4 �- 2x4 2 ROWS 2x6 (2)2x4" U T-BRACE FASTENED TO - - Z 2x6 1 ROW l 2x4 (1)2x6 LLJ WEB W/ 10d AT 6" O.C. 2x6 2 ROWS 2x6 (2)2x4' 0 LU 2x8 1 1 ROW 12x6 (1)2x8 Of 2x8 2 ROWS 2x6 ! (2)2x6* L-BRACE FASTENED TO O O WEB W/ 10d AT 6" O.C. O SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL r__ SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN r WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J "IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z LL I ' I REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (n W_ TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W GRADE AS WEB TO BE BRACED. BOND BEAM REINFORCEMENT (SEE 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 8U8 0 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 w J 0 w U U) w w U) P Z U Z m W O �W/� cry w LU w Q z Q O z w M W W Q Q o o Q J W W W 2 O x X L Z a O BOND BEAM I— REINFORCEMENT < Z W (SEE WALL SECTION) 0 I-_ Z a_ �-- FILL SOLID TO BOND BEAM Ix O IZ U Q LL LINTEL REINFORCEMENT cr ABBOTT PARK J Q O U U_W LOT 024-01 0 8 F -1 - #+—DEPTH OF LINTEL ASSEMBLY "d" Q w #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND z _ Z Ur BEARING AT EACH END }. GROUT FILLED LINTEL ASSEMBLY O PROJECT NO w 8" PRECAST LINTEL. SEE PLAN. 2021.006623 O Z O 8F-1 —TT DRAWN: = KME o U w o _ CHKD: x MJP a Q a �����►,, LA U cn E N 5�., � Z w No 85166 Z * . DOCUSigned by: . * • Q N •13 �r11 /�./� i Liz 1CQFEF435� 4 '���s'c4 0 R P Z Q Z G� lliill QQ 05-17-2021 Q _O F- w U REVISIONS: LU TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date '— — - --- Lu U) J -- U) O � z zST=6 r~ x� w� Q. CMU/METAL CONNECTOR ENGINEERING 9 1.