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HomeMy WebLinkAbout8295 Wheat Stone Dr/-uSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 DRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1 st LEVEL FLOOR PLAN A203 ELEVATIONS A400 WALL SECTIONS A500 DETAILS A501 DETAILS A502 DETAILS - IF APPLICABLE Ll I STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS ST-7 SECTIONS AND DETAILS DR HORTON A4DB DELRAY ELEVATION E Abbott Park,, LOT 035mO3 ELECTRICAL SHEET NO. I SHEET NAME E100 1st LEVEL ELECTRICAL PLAN BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2020 FL BUILDING CODE - FUEL GAS: 2020 FL BUILDING CODE - PLUMBING: 2020 NATIONAL ELECTRIC CODE: 2017 FL BUILDING CODE - MECHANICAL: 2020 FL FIRE PREVENTION CODE: 2020 FL BUILDING CODE - ENERGY CONSERVATION: 2020 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS VOLUMES CONDITIONED AREA 1st Floor 18982 CF 1st Floor 2034 SF I Grand total 118982 CF 2034 SF UNCONDITIONED AREA Garage 459 SF j Entry 28 SIF Lanai Grand total 218 SF 705 SF 12739 SF nk; tr.I Q U O O 0 APEX l N M �= w J tds .Q J true design studios N z O U 9000 REGENCY SQUARE BLVD.j Q SUITE 100, JACKSONVILLE, FL 32211 O_ O C) W U � 1 11HOMN' vl m ri �� Q 2 Z W CD W (Y O O O >= ti u7 ti rn O V Z c OC w w z J z w w Uj O w Qw Z Q _\\ O U / Q w m w 0 0 0 0 J w �. w � I� J x z T- O z O Q 0 w w O w z O a U w � J Abbott Park Q O U _l (n U- LOT 035-03 0 w I- U Q z_ z C� w PROJECT NO: W 0 2021.009229 0 O u- z DRAWN: -- - O U JAR o CHKD: JAC U) w w U Q c/) [n U m Z 0 W Q z O 0 w co 2 O Q z z c QQ O 07-28-2021 Q H W Lo U REVISIONS: ILL Q No. Description Date w (n J -- U) z z = O U 0 w X w 0000 a DocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 u -I-- 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. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 150 = #1 Copper or 2/ 0 Aluminum AMP SERVICE 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. — A/C DISCONNECT METER MAIN DISC. 150 OR - 200 AMP TYPICAL ELECTRICAL PANEL UNDGND SERV. BY POWER CO. #12 COPPER TO APPLIANCES AND GFI #14 COPPER TO LIGHTS AND OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #6 COPPER TO HVAC N.T.S. #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.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN, OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN 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 • 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 7116-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED • PLASTER PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3) • WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • WATER -RESISTIVE BARRIERS PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS GENERAL NOTES - - • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC R309.1 GARAGE AND CARPORT FLOOR SURFACE AREAS USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARDS THE MAIN VEHICLE ENTRY DOORWAY • 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 to o 0 APEX � v M , ct� N N co J ILL. W J tds .Q J a) > true design studios Z O U 9000 REGENCY SQUARE BLVD. a) Q SUITE 100, JACKSONVILLE, FL 32211 0 0 o � W 0 Roff'"090N g � a. ��� Q � C1 c U Z W (D W IY 0 0 0 LO ti L a Z W W W Z z Uj W O rW m LU V J W W Z_ (D > 0 Q Z W o w 2 CY W ti OJ X LL LL Z Z O O Q 0 O F_ 12- Z of 0� O w U U- Q W � J o Abbott Park v J U) U_ LOT 035-03 0 Q w U Q Z PROJECT NO: w O 0 JO 2021.009229 w Z O DRAWN: U JAR o w CHKD: U-) JAC X w w Q. J Q U Q C/) (D m Z 0 w Z Q 0 O w � (D Q Z z O 07-28-2021 0 I— w U REVISIONS: Q No. Description Date w U) J O - -- Lo � O O z _ 0 U W X w AOOO n a ocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 H II _ FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) .0 00 N Ln Ln W oc = L1J = Ln o N ' Ln 0 m N N ERIFY AC COND 00 LOCATION W SITE PLAN 15l0]Qi1Y 9'-4" 59'-10" 101l 21'-2" 54" 1 V-2" 2'-4 1/2" 5'-3 1/2" 10" 2'-4" 2'-8" 3'-6" T-4" 25'-2" 25'-2" 2020 FX HB 2020 FX 2020 FX 3052 SH TEMP EGRESS 8' - 0" H.H. ± 8'- 0" H.H. 8'- 0" H.H. 8'- 0" H.H. _ F - - I I— I ' I I C"4 40 O -- - 3 SHS 3]o I o o N � ro I ( co PANTRY = coc _ I I 143 9'-4" CLG "' �i � - N '� _ - - I 0o �1 a c'6 �,.N-I o2Sl n = \ = o I ( (O KITCHEN O N rin-II N r4 _' ,n o0 o 9'-4" CLG 101 M ! !�- N = - - 2'-s° 2'-4" BEDROOM 3 BATH 2 BEDROOM 2 - I I Lnc DINING L 330 142 9'-4" CLG 9'-4" CLG 9'-4" CLG 00 I E I I o N ao 9'-4" CLG 3 SHS 3 SHS N101 =x=j I ILu - - - - - -L- - °O 668 NN 21068k 1668 tOf — OUTDOOR [108 - - j / OD N 00 9'-4" CLG \ N N N o cn CO - -- LIVING M I I 9'-4" CLG 1 5 I- I I � 12' 4" 7'-5" 4'-3" 2'-2" I 3 0 13'-6" 7" 4'-6" 6'-0" 5'_ 0" ;T 10, i i' o N f � a 0 w olli FOYER --N ' ENTRY v I I �r 00 0 c) i.n 6'-10" 8 , 6. 4 8" I 9'-2" I I I i v C4 I l i ! ! GREAT ROOM 1 - _ o °� I I 9'-4" CLG � o iv iN 101 ' L? . I ..._. _ . __ ._-.... - - - .8'-8" I 4'-10" 12'-2" 0 00 8'-2" 162 9'-4" CLG o LAUNDRY 2868 21068 9'-4" CLG,- 00 MECH 0 16 N 8 1/2"' L �9 -4 '- G 1 3 -2 M 2 V-0" \ co `V WHO MMN 2106 I --------15&1R I I I I o WIC � - N I I o v -' N 9'-4" CLG GARAGE N L 9'-4" CLG 1160 2106 BEDROOM 1 9 4" CLG 9'-4" CLG 1 o FLEX 161 M w \> N 9'-4" CLG 21068 ' 21068 125 00- 101 -\��.o 06 cc WIC 120 36"x60"� N _1 ti --- 061I 9'-4" CLG 127 - �L 1S&1R 9'-4" CLG J 0o N 3010 FX TEMP 3052 SH TEMP EGRESS HB 8'- 0 H.H. 8'- 0 H.H. VERIFY AC COND LOCATION I I W/ SITE PLAN 31'-10" I I 11'4' 26-10" 17'-8" 5-8" 5'-10 1/2" 5'-3 1/2" 11'-4" 2'-8" 21'-6" 70'-0" M 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123- TUB R.O. 5'-0'Y4" 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER O O "r__ APEX CV co O M N N co J LL W J J Z O 67 Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 0 O Q 0 L7 U Z W � W O O O M ti ti Z co W U) m w W Z 0 O J IL Q Z OPROJECT NO: J Z 2 DRAWN U CHKD: w X Lu M� W Z O LLJ Z U) O_ H Q J W G W L Z c L O� C Lu LLJ Abbott Park LOT 035-03 2021.009229 JAR JAC 07-28-2021 _U REVISIONS: U- No. Description >- --- -- (D O J O 2 U 111 9 .r 0 LLJ ui LLi L.L X LL z O 0 H C� w J U Cn 0 Q Z C0 w 0 O 0 O co � Q co cn Z Q r� 0 Z Q 0 � W w 2 DateLIJ f- _ I Q IU O O 0 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" w X W Al 10 W Q — I DocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 _ I ,I_inl_ ,•I if I I I —.-- 12 5 1st LEVEL BRG 1st LEVEL BRIG --------------- - — _ - - ----- 9, _ 4" 9' 4" 1st LEVEL FFE 1st LEVEL FFE LEFT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" 6" (TYP) / 2x2 I 9„ 2„ I j eo I SIDE FRONT 61—'� TRELLIS DETAIL A203 1" = V-0" WHEN PRINTED ON 22"x34" 0 ROOF VENTILATION VENT VENT PROP PROP Area HIGH LOW # RATIO HIGH LINEAL FT LOW 2 n2738SF 657in7 76 160 1470 44 ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12' 5 1st LEVEL BRG _ 1st LEVEL BRG 9 4 67----- -- - El �,. ILI 1 LEVEL FFE 1 st LEVEL FFE 1st RIGHT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12 5[:/ REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 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 WISTUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 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 FBC R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - Z'x TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1 " PROJ U.N.O- 261 - CV BAND - SIZE AS NOTED - 2" PROD U.N.O. 262 - 1" x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. OF LIGHT TO BE 640" A-F.F. U.N.O- _ " HEIGHT (ABV GRADES BUILDING HEIGHT GAFF BUILDING HEIGHT AFF ---------------------------------------------------------------- 17' 11 7/8° - - - 18' - 7 7l8" 17' - 11 718" 1 220_1 '- A203 -� � 1st LEVEL BRG g,-4" ------ ------ 2x2 ON 2x12 TRELLIS FYPON BKT 11x20 264 :5 2" OVER 4" 260 280 4" 227 226 • 1st LEVEL FFE_ _ _ 0' -p , - - J j FRONT ELEVATION 1/4" = V-0" WHEN PRINTED ON 22"x34" 3068 w/ 3010— TRANSOM ABV C I 1st LEVEL FFE -------------------F - 0 O ca o > o 0 N 0 APEX m , ct3 N Mtd - J O LL W J J true design studios O Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi 0 o o 41- w U 11H09ON' O p � o W fY Q 0 U Z W w O O O LO ti >= a U) Z w U) oc w — z —J z Lu � w LLJ U) m W QW Z_ U > Q Q w m w 0 0 O J W W w O X z Z O Z 11-- O w Z O a- U w Q w � J Abbott Park Q O U J (n U- LOT 035-03 0 Q _ w U Q Z_ Z } CD C7 c/) O PROJECT NO: w J 2021.009229 0 O w Z DRAWN: O U JAR a w CHKD: LO JAC x w w � U Q U) m Z 0 W Z Q 0 O W � Q Z Z O 07-28-2021 0 f- W _U REVISIONS: LU U- Q No. Description I Date w � ' Q V U) r O O Z Z O 2 0 w X A2 0 3 W D_ Q DocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 11, 1 _ I I I III I 1 1 1 1 1 1 I _ 1 L1 I I I 1. 111 '1 11 11 _ I 1_ _L_ I I I I I _ i_ 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 FIBERGLASS SHINGLE ROOFING VARIES (RE: 12 ELEVATION) F- i . INSULATION PER CODE �.�,/ / tie" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al 10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA TYP ONE-STORY WALL SECTION INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD OF 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 %" THICK STUCCO FINISH - TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT z GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) VARIES (RE: 12 ELEVATION) F ° a a SCALE: 1" = 1'-0" 1st LEVEL TOB rbVARIES (RE: ELEV) INSULATION PER CODE �2" 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" a INSTALL VAPOR BARRIER IN ACCORDANCE WITH a ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1 " = V-0" E O O O Ca N L r C.? W APEX � C L) 0 0-)a) W N N M w J J � z t S D O true design studios U) > Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c o r 6 0 L r� J 04HOMN' w * � �. N .. e! c U z w w 0 0 0 ti O z 0 w z w cn m w w w z U) z C C w a O O W li WW O L.1_ Q a LL 0 a O U X _ 0 r z ° O ww ILL a z z U -0� z a_ U_ w O -- Q J U O co z o PROJECT NO: w U H w a ~ z DRAWNUi : DVO a CHKD: w TSD U_ O m 0 w _W w O < a w U U) Q U) z O U) z Z) 3: O i-- o U a z REVISIONS: < O No. Description Date o O w z = w U = w 1-- X Q w U a a F_ O A400 O 0 DocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 I I Illy I I II 1 I it I 'I II I I I T 1. FOLD INWARD at PT. A O 1, FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C z2kt:��7 ® ©FOLD at 77' IT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP WOOD SHEATHING LAP LAYERS OF BUILDING WRAP WRB LAYER#1, OVER NAILING FLANGE, STOP WRB STUCCO WRAP APPROX. 1 1/2" ABOVE SHINGLES METAL LATH ROOF/WALL SCREED 7/8" THICK, 3 COAT x x x 5x5 WALL FLASHING x CEMENT PLASTER - z LAP WRB & TAPE OVER CL o Z ROOF/WALL SCREED ZW 5"x5" "L" TYPE CONTINUOUS CL GALV. METAL FLASHING x x KICK -OUT Z (NAIL TO ROOF DECK, NOT x x x FLASHING WALL SHEATHING) � z x (SEE DETAIL) U') CAP SHINGLE - DO NOT FELT UND Y WATER TIGHT SEAL N NAIL, INSTALL WITH ROOF �py� �ep�cF`I (BEND OR SOLDER, DO NOT T) CEMENT ^$ SHINGLE ROOFING ti SHINGLE ROOFING DRIP EDGE: OVERLAP ROOF CEMENT T, EXTEND 1/2" BELOW SHEATHING, FASCIA WRAP NOTE: INSTALL KICKOUT MECHANICALLY FLASHING AT BOTTOM OF FASTEN 4" O.C. MAX ROOF & WALL INTERSECTIONS "L" FLASHING WALL KICKOUT FLASHING SCALE: N.T.S. 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 HOUSEWF BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVEF APPROVED WRB LAYER #1 ELECTRICAL RECEPTACLE /-- / L 2x SUB-BAND\W/1/2"X? NOTCH _ @ END, WRAPPED IN PEEL & •� STICK \ DRIP EDGE 71," TEXTURED \ FINISH @ WOOD," TEXTURED \ \ 1 1/8' • �i FINISH @ CMU / \ METAL FASCjA WRAP \ ti"FROM STUCCO], 1 ✓✓✓FROM WOZD WALL \ EXTERIOR WALL \ ,(FRAME OR CMU) \ \ \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ ROOF DECK (BEYOND) AA/AI I \. I OA ELEVATION 1. 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 12"x4" NOTCH @ ENE METAL WRAP FASCIA 2x6 SUB B/ DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (d� 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 (-) 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 k1L WALL W1 KICK -OUT SCALE: N.T.S. E O O O U N > L0 � `I:' APEX O U O U O � x c— Q N N M _ _i LL ZZ- Ld J J 5; t S Oct true design studios Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c O (j T_ W H � :D cn I✓ o 010HOMN" m U Z LU W w O O O O ti u7 ti LU W V ) Z W m coco N W W Z Z G w Q 0 w O w LL W o < LL a o rY O U= X Z � O 0 LL W Q z Z U IY Z d } LL O __ -I J 4 O U Z cf) PROJECT NO: 0 U W LU H ~ Z IX DRAWN: DVO U) Q CHKD: TSD 0 0 } m � O LO W U) Z — W O -' w U Q U) Z (D U) Z _O U_ � I U_ Q Z REVISIONS: < O No. Description Date 0 1 -- - W Z U)r W U �2 E- — W J X Q W - U a U) Q � O A500 z 0/.o DocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 O N O 4 A_pPEX O U O) a) 4_ i X cl N cu N M J L_ L J J z t S O true design studios U) Y U 9000 REGENCY SQUARE BLVD. q) o SUITE 100, JACKSONVILLE, FL 32211 O T_ p W H � D 1 U) I` N \ ELECTRIC METER 01HOMN FIELD ELECTRIC METER FIELD VERIFY LOCATION \ ; $ , LOCATION Q "� Q PRE -FORMED CONTROL / APPLY STUCCO SCRATCH COAT AND ONE (1) � JOINT W/ STRIP LATH 5/8" CEMENT PLASTER LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC 0 12" WIDE SELF-ADHESIVE METER (n FLASHING CENTERED UNDER • i- i CONTROL JOINT (CLEAN CAVITY TO BE FILLED V - • -� MASONRY BEFORE APPLYING) WITH RIGID POLYMERIC W IJ ISOCYANOTE-POLYBLEN N FOAM ("GREAT STUFF" OR W \ / SIMILAR) / APPLY A SILICON BASE O STUCCO FINISH SEALANT AT POINT THAT C) ELEC WIRE PENETRATES � 5/8" CEMENT PLASTER /ZZ7/ 6" SELF ADHESIVE 12" WIDE SELF-ADHESIVE \ OVER TOP & SIDES FLASHING CENTERED UNDER / CONTROL JOINT (CLEAN / \ • Z MASONRY BEFORE APPLYING) \ SELF FLASHING I UNIT � 'I PROVIDE STUCCO f n i PRE FORMED CONTROL _ • . I SCRATCH COAT LARGER W v, T.A JOINT W/ STRIP LATH=�� THAN THE ELECTRIC Z W PREMANUF. METER CAN OR METER co \ DRYER VENT CAP CAN COMBO OR METER / (SET IN CONT. AREA TO RECEIVE CAN AND DISCONNECT m — ' SEALANT) STUCCO SCRATCH COAT of W 8" CMU 1... SEALANT at & 1 COAT OF PAINT W/ W TOP & SIDES BACK -ROLL PRIOR TO w ELECTRIC METER Z INSTALLATION Z C W c O CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRICAL CONDUIT PENETRATION o SCALE- N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. J w LL nw� O Of WOOD CONST BEYOND � � w FIBERCEMENT -OR- VINYL LAP O WOOD SHEATHING SIDING OVER APPROVED - WEATHER RESISTIVE HOUSEWRAP INSTALLED PER ~ 6" SELF -ADHERING 0 FLASHING BARRIER #1 FINISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS X ' THREE COAT STUCCO FINISH �EXTEND HOUSEWRAP r- 11 WD SHEATHING ('8 NOM) OVER GALV MTL LATH Q WEATHER RESISTIVE OVER NAILING FLANGE WEATHER RESISTIVE �_ BARRIER #1 BARRIER #2 OVER 15# FELT OVER APPROVED _ Z d\\ (RE: STRUCT) HOUSEWRAP WD SHEATHING T O VINYL ANGLED Q CASING BEAD WEATHER RESISTIVE X. (RE. STRUCT) (AM66-ANGLED-1250) BARRIER #2 \ 5116" X 7 1/4" LAP FASTEN TO WD STRUCTURAL _ O �W SIDING W/ 6 REVEAL` MEMBER at 7" O.C. MAX I— MTL DRIP FLASHING W/ Q Z 2 1/2° 1 al STARTER STRIP 78" TO 48" MID -WALL - BEAD OF SEALANTHEMMED EDGE T IN CONT � / WEEP SCREED Z a 8" CMU CORNER BEAD / DO NOT CAULK OR (FASTENER & 6" SELF ADHERING a . SEAL OPENING N z ¢ �- TRIM (RE: ELEVATION) }LL o Z SPACING at 7"O.C.) FLASHING / w t"Ll EXTEND 12" SELF -ADHERING Ur W m o N GALV'D METAL 'a� . MEMBRANE FLASHING OVER -_ J > N Z" FLASHING ° GALV'D METAL "Z" WINDOW FLANGE SET IN CONT Q W - w FLASHING 6" WIDE STRIP SELF ADHESIVE BEAD OF SEALANT O w w � FLASHING, CLEAN MASONRY Z > _ DO NOT CAULK OR 1 1/4" X 6" SIMULATED BEFORE APPLYING VINYL FLANGE CASING BEAD = PROJECT NO: 0 SEAL OPENING WOOD TRIM MEMBER INSTALLED PER MFR (� / e 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) W Q / STUCCO TEXTURED PER COMMUNITY Z CMU 1 1/4" X 6" SIMULATED •+ ' 1/2" (MIN) STUCCO FINISH z CASING BEAD SPECIFCATIONS X DRAWN: TEXTURED PER COMMUNITY W VINYL CASING WOOD TRIM MEMBER •' .. DVO BEAD (AM66-1250) ' SPECIFCATIONS w W 1/2" (MIN) STUCCO FINISH 1/2" (MIN) TEXTURED SPEC FCATIONSTEXTURED PER COMMUNITY SEAL GAP W/ CAULKING Q CHKD: TSD 0 FINISH at MASONRY OR APPROVED SEALANT / - C W STUCCO CASING BEAD STUCCO SIDING O In RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) ZLo SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. w SCALE: N.T.S. O Q w U 5 U) Q cn Z (D U) Z Z 1/2" (MIN) STUCCO CMU WALL W/ SELF ADHESIVE -OR- FLUID CMU WALL W/ ♦— APPLIED PAN FLASHING (CLEAN FINISH TEXTURED 4$' STUCCO FINISH CMU LINTEL 1/2" (MIN) STUCCO FINISH l (RE: STRUCTURAL) MASONRY BEFORE APPLYING) (RE: STRUCTURAL) (RE: STRUCTURAL) U PER COMMUNITY \ EXTEND UP AT JAMBS (4" MIN) y2" GYP BRD OVER 12" GYP BRD OVER LL U) SPECIFCATIONSA 'i2" GYP BRD OVER \\\--- PRE -SHAPED STUCCO BAND y2" GYP BRD OVER PRE -SHAPED STUCCO BAND1. 1x2 TREATED 1x2 TREATED Wl SLP TOP INSTALLED PER 1x2 TREATED W/ INSTALLED PER MFR 1x2 TREATED Q Z FURRING STRIPS MFR WRITTEN SPECS (RE: FURRING STRIPS FURRING STRIPS FURRING STRIPS G7 WRITTEN SPECS (RE: ELEV) PRECAST CONCRETE SILL at CMU WALL (TYP) CONTINUOUS BEAD at CMU WALL (TYP) CONTINUOUS BEAD — ELEV at CMU WALL TYP at CMU WALL TYP ( ) ) r REVISIONS: OF SEALANT ( F SEALANT E CASING O FLANGE C SELF ADHESIVE -OR- FLUID SELF ADHESIVE -OR- FLUID Q BEAD WOOD BLOCKIN 4 " BACKER ROD W/ SEALANT PT 1x4 C� IY APPLIED FLASHING (CLEAN APPLIED FLASHING (CLEAN 8 PT 1x4 SELF ADHESIVE -OR- SELF ADHESIVE -OR- O No. Description Date o MASONRY BEFORE APPLYING) MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD FLUID APPLIED PT 2x4 FRAME FLUID APPLIED J GYP BRD OVER INSTALLED PER MFR PT 2x4 FRAME ANCHOR FLASHING CLEAN ANCHOR FLASHING CLEAN O w PT 1x WOOD BUCK VINYL FLANGE CASING BEAD PT 1x WOOD BUCK VINYL FLANGE CASING BEAD ( ( Z SHIM AS NEEDED 1x2 TREATED WRITTEN SPECS TYP MASONRY BEFORE MASONRY BEFORE I W A NEEDED SHIM S SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFR I I 2 FURRING STRIPS I 2 CMU STEMWALL W/ WRITTEN SPECS TYP gpP�y NG� I q�PLy NG, WRITTEN SPECS (TYP) (TYP) ':. METAL DOOR FRAME METAL DOOR FRAME U at CMU WALL (TYP) r:: 48" STUCCO FINISH W 4$' BACKER ROD W/ SEALANT �a' BACKER ROD W/SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR I— ' W i J INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR IX Q w U co CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CMU Q O SCALE: N.T.S. SCALE: 1 y2" = 1'-0" SCALE: 1 12" = 1'-0" SCALE: 1 y2" = 1'-0" SCALE- 1 ti2" = 1'-0" SCALE: 1 1/2" = 1'-0" Z A501 O 0 I DocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 VERIFY AC COND LOCATION W/ SITE PLAN /� PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A PANEL: SERVICE: 120/240V, 10-3W MOUNTING: SURFACE DESCRIPTION LOAD TYPE BRK CIRCUIT NO.PRASE NO. CIRCUIT I`10. . BRK ' POLES LOAD LOAD DESCRIPTION' 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 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 1 B 28 20 1 - SPARE LAUNDRY R 1 20 29 1 A 30 20 1 - SPARE U AFI 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" C,cl ..... AFI GFI �-- -' ELECTRICAL LOAD CALCULATIONS LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAND FACTOR FINAL LOAD (VA) 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 GENERAL LOAD 10000 29302 100% 10000 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 ELECTRICAL LEGEND SINGLE POLE SWITCH 6 DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME 4-WAY SWITCH GARAGE DOOR BUTTON DIMMER SWITCH GARAGE DOOR p OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET GF DUPLEX OUTLET 8 CEILING OUTLET AFI AFCI DUPLEX OUTLET (b FLOOR OUTLET ® SMOKE DETECTOR B JUNCTION BOX © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET PPP SERVICE PANEL PH TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT ® STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN -VENT TO EXT 1 CLOSET CASTER ® CASTER LIGHT UNDER CABINET LIGHT PULL CHAIN LIGHT 4- KEYLESS LIGHT FLUSH MOUNT LIGHT T HANGING HANGING LIGHT HANGING PENDANT 4: MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT ®FR FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN( PRE -WIRE FOR CLG FAN ROUGH -IN ' PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN LIGHT ROUGH -IN 0 v 0 O 0 APEX 0 C) rn Q. Q. cCi J LL Ld t S > true design studios z O U U 9000 REGENCY SQUARE BLVD. a) Q SUITE 100, JACKSONVILLE, FL 32211 0 O O w U. CD 11HOMN" rl W � Q C1 UC) Q z w W tY 0 O 0 rn ti ti o Q U) z w w w N z � L.L U J w m LU O U) w w z Q O > z m w o w o O J W w w O x w LL z z O O Q 0 w w O I-_ a z O U w 0 W J Abbott Park Q O U J U LL LOT 035-03 0 Q w U Z Z (D U) PROJECT NO: w j 2021.009229 0 O z DRAWN: U JAR o w CHKD: 0 JAC � x w w CL 4 Q U x U U m z 0 LU 0 O W < z Q z U Q O_ 07-28-2021 0 I— W U REVISIONS: LU U_ - -- TZ Q No. Description Date w U J Q -- U O I- z _ 0 U w I— x El 00 w a Q DocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes , 7tt' 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.. .. - (SEETABLE 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'/2" LL / 360 BEAMS'.............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED 3/4" DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0-20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +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 1ST 4.0' PER FIGURE R301.2 (7) 1 1 i 1 ST FLOOR ( 0 F TYP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTES 3.4 p O STUCCO AND DIRECTLY MIN'%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR ('/6" 24/16 ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE l Q N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. ww� U J z ALL OTHER VENEER MIN 1%/ '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); a 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) x c9 rn TILE AND METAL ROOF MIN 1V32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION = (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND Lu 6" O.C. IN THE FIELD LL p w � MIN'/16" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION O z0 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%32" 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 %2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /8" COOLER NAIL OR NO.6 x 1 %" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1V32" 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 %e' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 1V32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1V32" 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 THBEEN SIZE ENGINEERED RESIST ASCE7-1N ACCORDANCE WITH FRC 221 TABLE 4 NAIL LEGEND TABLE 5FASTENERS IN NOTES 1, 2, 3, 4 DIAMETER PRESSURE TREATED LUMBER 1 11 LENGTH 8d COMMON 0.131" 2-'/2" RSRS-01 0.113" 2 3/8' RSRS-03 0.131" 2-'/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-%" 16d SINKER 0.148" 3-'/4" 16d COMMON 0.162" 3-'/2" PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE 0 SHALL NOT EXCEED 75 /o OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE'/2' TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'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. TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)'Y, X 1 %" SIDS SCREWS (8)'%" x 1%" WS15-GC DTT2Z IN STUD''/2' 0 X 4'/2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ 'Y2 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'Y2"IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 'h" (7) 10d x 1 '/2" (NOTE 2) �8" 0 x 6" EMBED ANCHOR HTT45 §8, O 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 '/2" IN HTT5 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (9) 10d COMMON (9) 10d COMMON (NOTE 2) �8" 0 x 6" EMBED ANCHOR HTT45 48" 0 x 6" EMBED ANCHOR MSTA24 EACH END MSTA24 EACH END IN CONCRETE IN CONCRETE (20)W' x 3" SIDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7 " 0 x 12" EMBED a MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 78" Q x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d COMMON IN (7) 10d COMMON IN (7) 10d x 1 %" IN TRUSS (7) 10d x 1 %" 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) 'W x 2 '/<" TITEN (5) '%" x 2 'W TAPCON IN SCREWS IN MASONRY (11) 10d x 1 '/2" IN MASONRY (11) 10d x 1 '/2" 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 %" IN (11) 10d x 1 '/2" IN STUD (12) 10d x 1 '/2" IN STUD (8) 10d x 1'/2" IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER (NOTE 6) 48" 0 x 7 EMBED EPDXY PAU44 48 0 x 7 EMBED EPDXY HTSM20 (12) 10d x 1 /2 IN HTWM20 (4) W x 3" WEDGE BOLT STUD (5) 8d x 1'/2" IN OR EQUIVALENT IN STUD (5) 8d x 1'/2" IN (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 4 " O x 7' EMBED EPDXY PAU66 % " 0 x 7' EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1'/2" IN RT7AT ' (5) 8d DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1 %" IN TOP PLATE (5) 10d x 1'/2" IN HU48, (14) 16d COMMON IN HD481 (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HD28-2, (5) 10d x 1'/2" IN (5) 10d x 1'Y2" IN HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE 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) �'/d' x 2 W TITEN LUGT2 (5)'0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY (26) 16d SINKER OR EQUIVALENT (28) 16d SINKER IN WALL (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SIDS W x 2'/2" (12) WS25 ''/a" x 2''/2" (4)%" x 1 '/2' SIDS SCREW (4) %" x 1'/2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)1/," x 3" SIDS SCREWS HGA10 (4) '%" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SIDS %" x 1 '/2' SCREWS (4) '%" x 1 %" WS15 SCREWS HGAM10KT IN TRUSS/RAFTER 'W HGAM10KT IN TRUSS/ RAFTER (4) /< x 1 /, WEDGE BOLT (4) x 2%" TITEN SCREWS L_ IN MASONRY OR EQUIVALENT IN 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 '/ 0 x 2 3/4" 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 O _j N" OR "OR" SHALL MEAN THAT EITHER OPTIC N PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION : ;HOWN E UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL O FOR ENGINEER OF RECORD V EW EACH WAY O > i3 OSB ORIENTED STRAND BOARD O O WSP WOOD STRUCTURAL PANEL T. O SYP SOUTHERN YELLOW PINE APEX SPF SPRUCE -PINE -FUR � U CONT CONTINUOUS N O.C. ON CENTER Nr LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/" WIDE, UNO. 0') g (3 %" WIDE LSL BEAMS ARE EQU TALENT TO 2-PLY 1 3/4" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LU v1BER, 1 3/4" WIDE �- PSL 2.0E PARRALLAM PSL ENGINEERED LL MBER, 3 '/2' WIDE, UNO. N SYS 42 PROPERLY RATED OPEN WEB HEADEF INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTION 3, DETAIL SHEETS LL tds LLI INTERIOR BEARING WALL WITH NO UP _IFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J -6 BOTTOM PLATE ANCHORAGE IS ''/2" AN CHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR true c9esa studios >: SW SPECIFICATIONS) z STRUCTURAL WOOD BEAM Y STUD COLUMN KEYNOTE UQ NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. � O NUMBER OF STUDS BELOW BEAM/GIRL )ER TRUSS. STUDS O TO MATCH WALL FRAMING SIZE AND G RADE, UNO. 2 2 STUDS U) w H ADDITIONAL CLARITY FOR THE LOCATI DIN OF THE STUD COLUMN 2 ANCHOR Imo - BOTTOM OF STUD COLUMN CONNECTI DIN 1 ST LEVEL STUD COLUMN: HOLDDOV'N REQUIRED AT BASE OF COLUMN > 2ND LEVEL STUD COLUMN: STRAPPIt G REQUIRED FROM 2ND LEVEL J COLUMN TO 1ST LEVEL STUDS/HEAD --R/BEAM. m "ANCHOR" REQUIRES BOTTOM PLATE ,kNCHOR WITHIN 3" OF STUD COLUMN W NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE Q HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HE ADER TO JACK STUD 0 1 MSTA24 TYPE OF STRAP CONNECTING HEADEI: TO JACK STUD C) KING/JACK GROUP BOTTOM CONNECT ION z W 1ST LEVEL STUD GROUP: HOLDDOW J REQUIRED AT BASE OF STUD GROUP (D T7!� 2ND LEVEL STUD COLUMN: STRAPPII IG REQUIRED FROM 2ND LEVEL STUD LLI GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. W NUMBER OF HOLD DOWNS/STRAP S AT BASE OF KING/JACK GROUP O O NON -BEARING HEADER FRAMING KEY!JOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE C F OPENING HEADER MAY BE FRAMED AS NON BEA RING HEADER DUE TO LIGHTLY r LOADED CONDITIONS ABOVE 0 z #2 SYP HEADER FRAMING KEYNOTE (2)2, 10- 1 / 2 NUMBER OF KING STUDS EACH SIDE C F OPENING U) (n W NUMBER OF JACK STUDS EACH SIDE OF OPENING z Z) DEPTH OF LOAD -BEARING #2 SYP HEA DER NUMBER OF PLIES IN HEADER m W' ENGINEERED LUMBER HEADER FRAMING KEYNOTE IW (2) 9'/2" LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE C F OPENING z NUMBER OF JACK STUDS EACH SIDE OF OPENING Z HEADER MATERIAL (LSL, LVL, PSL, OF: SYS42) W DEPTH OF LOAD -BEARING EWP HEADER Q NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) HEADER FRAMING ° J LL 1. ALL HEADER JACK AND KING STU IDS SHALL BE FASTENED FO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. z STAGGERED. 0 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDI FIONS, 49" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADEF , SEE PLAN. Q 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROV /S 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. � 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAI .S 0 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECO RD. a- 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD \ND (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 AB DVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FO -LOWING (NO CONNECTION REQUIRED FOR Q OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WF EN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 W 0 • SPH w/ (12) 10d x 1-'/2" @ 16" O.C. OR J • DSP w/ (14) 10d x 1-'/2" @ 16" O.C. OR W • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w' (14) 10d x 1-%" (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MA` BE FRAMED AT 24" O.C. FRAMING NOTES 0 z 0 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USE D IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. U ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCIl' G STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN 0 A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GF EATER THAN SPECIFIED ANCHOR DIAMETER). z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE i,ND WOOD BOTTOM PLATE. MANUFACTURER'S 2 SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTAL LATION. W 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR D RY USE ONLY, LINO. ALL WATERPROOFING AND FIRE SAFETY � SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR 4ND ARE TO BE DESIGNED AND DETAILED BY OTHER. "ION X 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDI' TO FRAMING FASTENER REQUIREMENTS LISTED IN W TABLE 2304.10.1 0- 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 GIRDE R LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADEF: JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)? d 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 SOLII i STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS A S NOTED ON STRUCTURAL PLAN, UNO. W 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATI ]ED WITH OSB OR PLYWOOD z 5. O W Q z U) Z) O U_ Q U) O O 2 0 W X w a_ Q 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 ';3 06RO HOMN, N y 0 This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority �on any electronic copy a co Uj LLI J z Of W LLJ OU) Q Q O Q Q Lu 0 W � I� X Q LjL r- z O 0 W z 10- LL W Abbott Park J U U) LOT 035-03 0 W F- Q Cn PROJECT NO: W 2021.009229 0 LL O DRAWN. JAR o CHKD lL0 MJP W W J Q 0 oJINLA ' ND W ��•,� i 0 No 85166 * DocuSigned by:• •• �f 67{�EDEF433" .. i A, ••� ;i�9/ON Q Of 07-28-2021 0 w REVISIONS: No. Description Date w - Q co - I- O O ST=1 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 ib it;`) M v zo 9 M l '-4" ME FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 70'-0" 59'-10" / 3� 70'-0" w C9 N � M 0 i9 iio N 2020 V1.0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND 0 HAVE MINIMi1M 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O O • EARTH AND EARTH FILL SUPPORTING SLABS GRADE � APE ASSUMED To ) HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND 0 SHALL BE FF EE OF ORGANIC MATERIAL AND COHESIVE SOILS. CV COMPACT TI iE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED pp PROCTOR MVIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTC R'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. C0 • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O CU SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT ' EOR. ADDITI ONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GI ASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDF NCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. M MASONRY 3TEMWALL AND MONOLITHIC FOOTINGS ARE _ 6 INTERCHAN( 3EABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. LLI • 24" LONG 44 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J tds RE-ENTRAN-_ CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-21). true design studios z O W FO JNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 W NOTES, \PPLICABLE ONLY WHERE SPECIFIED ON PLAN p �, A 8"x8" DEEF THICKENED 12" DEEP FTG UNDER BOX O EDGE w/ (') #4 CONT COLUMN, FTG TO BE c PROJECTED MIN 6" AS SHOWN W CY �I F C 16"SQx12" DEEP FTG �I 24"SQx20" DEEP FTG F__ �° '"IMON, a w/ (3) #4 EW — E 30"SQx20" DEEP FTG F 36"SQx20" DEEP FTG 0 _� w/ (4) #4 E"V w/ (4) #4 EW J m ���64� � 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP W G w/ (5) #4 E'N, T&B [ H AS SHOWN, SEE MASONRY � NOTES ON ST-1 Q 4.1 1 1/2" SLAB EXTENSION _C1 —' AT FULL ROUGH W OPENING NIDTH } N z W This item has been electronically W signed and sealed by Justin M Lanier, PE on the date and/or time stamp O shown using a digital signature. 0 Printed copies of this document are 0 not considered signed and sealed ***NOTE TO CONTRACTOR*** 0') and the signature must be verified a 3rd Party Certificate Authority HORTON DOES NOT ALLOW FIBERMESH AS AN >.by on any electronic copy ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET LO BOJ R� OR OTHER DR HORTON APPROVED WOOD DESTROYING z a ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT W MANUFACTURER AND DR HORTON. U Uj ��N/ -- --------- - W L.L -.I z w m LLJ O v) W LU Qw z Q r z > Q Q z Lu o w Q 0 J W w LU o LL x z QO z 0 Q o IY- w O W z 0-1 O a U U_ Q w Abbott Park Q O U J (n U_ LOT 035-03 0 Q w U Z _ z U } — 07 r v ���� O PROJECT NO: W / VN\ _j 2021.009229 w ODRAWN: - -- O = JAR U O LLJ H CHKD MJP U) x U) w w a a U ,`�%%% N Lq/Vj, • to TOZ. 4 m `_` ....G�ENS�.:4 '�� Z ` No 85166 7. z * DocuSigned by: �� o O . -53 �FF367QTCDEF4Lli _ ' cC/ ` W Q ���. • �� OR P ����, z Q p 07-28-2021 p f= w W U REVISIONS: _ Q NOT Description Date ~ w U7 J SANITARY ISOMETRIC - LH ° Z Z = a U w F— X ST=2 Q CMUIMETAL CONNECTOR ENGINEERING - --. I - - if I — -- I T--i- DocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ — — — _ D D D (2) ROWS OF 3/6" DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER D o FLUSH w/ 3000psi CONCRETE. D D EXISTING FOUNDATI DN. D o 4 � 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" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ o p (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER D o FLUSH w/ 3000psi CONCRETE. ;! j D EXISTING FOUNDATI DN D � f D 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMEIIT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CE LL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED NTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTA JCE, CONTACT EOR. LOCATE VERTICAL AND TIE INTO STEMWALL F REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL I � I CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. CONCRETE SLAB W/ SEE ARCH 6x6 W1.4 x W1.4 WWF d a ° (MAX 20 OR FIBER MESH DEEP) TOP OF SLAB w 4" EXTENSION �i— UNDER BRICK VENEER//\\//w;w ov VAPOR BARRIER \//\// LU0 X 12" UNDER 1 STORY WALL VAPOR BARRIER #4 OR #5 VERT REINFORCING\ 16" UNDER 2 STORY WALL UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. SECTION X 6 BEARING CURB STEP o L - \�i / \ CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER 3 BEARING WALL FOOTING SECTION L CONTINUOUS CONCRETE FOOTING, SEE PLAN LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE 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" j INTO MONOLITHIC THICKENED EDGE 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH ° $ ° #4 OR #5 d REINFORCING PER MONOLITHIC FOOTING SECTION ° FOOTING TO BEAR ON FIRM °° ° UNDISTURBED SOIL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE )CITING FOOTING TO BEAR ON FIRM UNDISTURBED SOIL VERTICAL REINFORCEMENT TO HAVE 6" BEND AT BOTTOM CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT STEMWALL- SECTION 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE -- _w SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > 1 _ , 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN 1. SPECIAL CARE SHOULD BE FILLING BEHIND A STEM WA COURSES HIGH. SHOULD EXERCISED BY CONTRACTOR WHEN BACK LL, PARTICULARLY WHEN IT IS OVER 4 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. U-BLOCK W/ vU) (1)#4OR#5 Q w CONT Lu o w co U FINISH O GRADE � \ \\ /\///\/\ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. \� p o p -= - 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. (1) #4 OR #5 CONT. 36 __\ ARCH PLANS 12" MIN �\` 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/2" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. '\ VAPOR BARRIER / FOOTING TO BEAR ON FIRM a • / UNDISTURBED SOIL b 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE --- 16" UNDER 2 STORY WALL W/ (3) I#4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH "NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER S-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING SEE NOTES (MAX 16") v STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH -MIN 6" rn U 0 ALL OTHER EXTERIOR WALL O Cr CLADDING - MIN 8", U.N.O. ON ARCH O O, CN O 12" IN APEX\/\\/\\/\\/\\/\� CV C) \\ \\\ \ I \ (7) FOOTING TO BEAR ON \ / FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK r- SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ cc i (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 tds �i true design studios 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: U) • 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 Ui FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY �? PER S-0" HORIZONTALLYWO PREVENT EROSION OF SOIL. O O , CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH jIft -- ° ni o". ',,I A, 4 U41HOMON", / 16" VAPOR BARRIER Q 4- 0 3 BEARING WALL FOOTING SECTION U z W This item has been electronically W signed and sealed by Justin M Lanier, CONCRETE SLAB W/ 6x6 W PE on the date and/or time stamp W1.4 x W1.4 WWF OR O shown using a digital signature. FIBERMESH O Printed copies of this document are U-0" A.F.F. O not considered signed and sealed SEE ARCH C? and the signature must be verified a 3rd Party Certificate Authority DETAILS >=by on any electronic copy 8" MIN o 0 z LLI 8"x8" THICKENED 8" U) LI..1 FTG AT W n/ STEP-DOWN, SEE VAPOR BARRIER z I....�L PLAN z W 4 CURB STEP SECTION m Uj _O Cn W QW 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL z Uj Q 0 6x6 W1.4 x W1.4 WWF W LLI 0 OR FIBERMESH VARIES ° SEE ARCH Q Q - -- — — ° — -- - ° (MAX 16") 0 w W °LL LL 12' MIN% z VAPOR BARRIER �// ° a 6" OPT. EXTENSION IN BRICK � LOCATIONS ON FND PLAN CL z 12" UNDER 1 STORY WALL w/ 0- (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO, 4 OR NO. 5 OU ti BAR IN BRICK LEDGE — 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS Abbott Park J 5 GARAGE EXT WALL CURB SECTION W CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 035-03 0 FOLLOWING OCCUR - W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" C) Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — CD PER T-0" HORIZONTALII PREVENT EROSION OF SOIL. U) O PROJECT NO: W CONCRETE SLAB W/ 6x6 j 2021.009229 0 �- Q FIBERMESH z DRAWN: O W1.4 x W1.4 WWF OR 0'-0" A.F.F. SEE ARCH v JAR o — ----- 4 a ° ° (M P20 W 4_ MJP L7 D_ —1 4" EXTENSION X U UNDER BRICK VENEER Lq,�i � 12" UNDER 1 STORY WALL ����'' G•ENj N/�'4 � w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m .•'�,� SAC'•,• z 16" UNDER 2 STORY WALL W NO 85166 * DocuSigned by:•� * Q W/ (3) #4 OR (2) #5 CONT j 6 BEARING CURB STEP SECTION W TF467QEDEFd3$`` TYPICAL REINFORCING of BARS AT THICKENED Q 07_28-2021 0 FOOTING, SEE PLAN F- W MIN 24" LONG #4 OR #5 W U_ REVISIONS: BAR SET AT MID -DEPTH 2 OF SLAB, TYP ALL — H RE-ENTRANT CORNERS Q NO. Description Date L_ _ _ ---- -- Q I=—_---------- ----------- --- O I— J p HOUSE SLAB O z -- z O RE-ENTRANT CORNER DETAIL C) 0 W (RECOMMENDED) F' PLAN VIEW, DETAIL TYPICAL @ ALL w ST=2mD RE-ENTRANT CORNERS D- Q CMUIMETAL CONNECTOR ENGINEERING CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH \ o VAPOR BARRIER � \ \\ /\///\/\ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. \� p o p -= - 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. (1) #4 OR #5 CONT. 36 __\ ARCH PLANS 12" MIN �\` 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/2" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. '\ VAPOR BARRIER / FOOTING TO BEAR ON FIRM a • / UNDISTURBED SOIL b 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE --- 16" UNDER 2 STORY WALL W/ (3) I#4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH "NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER S-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING SEE NOTES (MAX 16") v STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH -MIN 6" rn U 0 ALL OTHER EXTERIOR WALL O Cr CLADDING - MIN 8", U.N.O. ON ARCH O O, CN O 12" IN APEX\/\\/\\/\\/\\/\� CV C) \\ \\\ \ I \ (7) FOOTING TO BEAR ON \ / FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK r- SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ cc i (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 tds �i true design studios 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: U) • 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 Ui FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY �? PER S-0" HORIZONTALLYWO PREVENT EROSION OF SOIL. O O , CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH jIft -- ° ni o". ',,I A, 4 U41HOMON", / 16" VAPOR BARRIER Q 4- 0 3 BEARING WALL FOOTING SECTION U z W This item has been electronically W signed and sealed by Justin M Lanier, CONCRETE SLAB W/ 6x6 W PE on the date and/or time stamp W1.4 x W1.4 WWF OR O shown using a digital signature. FIBERMESH O Printed copies of this document are U-0" A.F.F. O not considered signed and sealed SEE ARCH C? and the signature must be verified a 3rd Party Certificate Authority DETAILS >=by on any electronic copy 8" MIN o 0 z LLI 8"x8" THICKENED 8" U) LI..1 FTG AT W n/ STEP-DOWN, SEE VAPOR BARRIER z I....�L PLAN z W 4 CURB STEP SECTION m Uj _O Cn W QW 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL z Uj Q 0 6x6 W1.4 x W1.4 WWF W LLI 0 OR FIBERMESH VARIES ° SEE ARCH Q Q - -- — — ° — -- - ° (MAX 16") 0 w W °LL LL 12' MIN% z VAPOR BARRIER �// ° a 6" OPT. EXTENSION IN BRICK � LOCATIONS ON FND PLAN CL z 12" UNDER 1 STORY WALL w/ 0- (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO, 4 OR NO. 5 OU ti BAR IN BRICK LEDGE — 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS Abbott Park J 5 GARAGE EXT WALL CURB SECTION W CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 035-03 0 FOLLOWING OCCUR - W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" C) Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — CD PER T-0" HORIZONTALII PREVENT EROSION OF SOIL. U) O PROJECT NO: W CONCRETE SLAB W/ 6x6 j 2021.009229 0 �- Q FIBERMESH z DRAWN: O W1.4 x W1.4 WWF OR 0'-0" A.F.F. SEE ARCH v JAR o — ----- 4 a ° ° (M P20 W 4_ MJP L7 D_ —1 4" EXTENSION X U UNDER BRICK VENEER Lq,�i � 12" UNDER 1 STORY WALL ����'' G•ENj N/�'4 � w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m .•'�,� SAC'•,• z 16" UNDER 2 STORY WALL W NO 85166 * DocuSigned by:•� * Q W/ (3) #4 OR (2) #5 CONT j 6 BEARING CURB STEP SECTION W TF467QEDEFd3$`` TYPICAL REINFORCING of BARS AT THICKENED Q 07_28-2021 0 FOOTING, SEE PLAN F- W MIN 24" LONG #4 OR #5 W U_ REVISIONS: BAR SET AT MID -DEPTH 2 OF SLAB, TYP ALL — H RE-ENTRANT CORNERS Q NO. Description Date L_ _ _ ---- -- Q I=—_---------- ----------- --- O I— J p HOUSE SLAB O z -- z O RE-ENTRANT CORNER DETAIL C) 0 W (RECOMMENDED) F' PLAN VIEW, DETAIL TYPICAL @ ALL w ST=2mD RE-ENTRANT CORNERS D- Q CMUIMETAL CONNECTOR ENGINEERING CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH \ o VAPOR BARRIER I I l I I ril 11 Fill 11 n — DocuSign Envelope ID: A3E9FD1A-D987-46A6-610D-9D4233C65975 v �7 0 d' -4" I 4'-5" J 3'-5" 5'-0" 6'-8" 1, T-0" L 6'-8" 6'-8" 6-8" 6'-8" 6'-0" 5 4' 4'-8" 6'-8" 6'-8" �, 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. • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN N INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED I] NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN r (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 I, � I � I U > p N U CD N O O U APEX-r- N 0 0 O tU O rr's N N co J U_ W J tds J-6 � true design studios z O U) U 9000 REGENCY SQUARE BLVD. ¢ SUITE 100, JACKSONVILLE, FL 32211 fl_ O � O .- r 0) W U ~ � > DeRsHORION' N rn � mAW ;56� t* we W Z W This item has been electronically W signed and sealed by Justin M Lanier, W PE on the date and/or time stamp O shown using a digital signature. O Printed copies of this document are O not considered signed and sealed O and the signature must be verified a 3rd Party Certificate Authority >.by on any electronic copy LO ti O Q w Z L11 U) W W J z w m Uj O cn LU LU p w < O z > o ¢ Z w 0 W W W o � w w o r J x zILL T_ Z Z O O I-_ ¢ 0 0� W O F- a z O a ¢ W � Abbott Park J¢ O U J V) u- LOT 035-03 0 ¢ w z z 0 U) OPROJECT NO: W J 2021.009229 0 O u- _ O = DRAWN: o LINTEL SCHEDULE U W LO JAR o CHKD: LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X MJP W W L-1 16'-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 3'-0" 8U8 L-3 2'-0" 8U8 L4 6'-0" 8 F-16 L-5 _ 8'-01, 8F-16 _ 8080 SGD/_REAR PORCH L-6 9'-0" 8F-16 REAR PORCH L-7 1 T-8" 8F-16 REAR PORCH L-8 4'-8" 8F-12 FRONT PORCH (ELEV A) L-9 _ 4'-8" 8F-16 FRONT PORCH (ELEV B,E,F) ¢ U ¢ ,,� U) m • �..GENS�., Z Zz •,00 No 85166 0 DocuSigned by: * O W (�� O:• TFF367GZDEF;3T�"� ` T + U) z .......�'�O N AL •���` U) 111111110% ¢ O 07-28-2021 0 v REVISIONS: w -- � � ¢ No. Description Date W U) J � U O H J O O Z z o r 0 U W f— X ST=3 W n CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 I 1 11 i it AA_ I [I-- -1 I II'I TI 'I 'j llij Ill— _ I I I - I I ' I I ! I I I I j ii I � I i . � I i I i I -- I i I � I I i I I � 1st LEVEL FRAMING PLAN 1/4" = 1'-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. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 23'-9" 26-0" 16" 13'4" 17'-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16'-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25'-8" 26-0" 16" 11'-Y 17'-8" 23'-4" 26'-0" 24" 9'-10" 15-6" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING). OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 2x10................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS %4 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %4' PJ @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4" Q @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6...................................(3) ''/4" x 4-%" LONG #14 WOOD SCREWS PT 2x8..................................(5) 'W x 4 '/2" LONG #14 WOOD SCREWS PT 2x10.................................(7) ''Y," x 4-'/2' LONG #14 WOOD SCREWS PT 2x12.................................(9) ''/4" x 4-Y2' LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION Z) U 0 ri rn 0 N O O N LO N 00 4 O O N N C'7 J IL W J J z O U) Y Q O O T_ W I— Z) U) 0 J 00 w Q C1 U) } z W W w O O O ti z co U) W z_ co m W W 0 z w Q 0 LL. O I= d O U 0 0 J LL Q z C� 6, • (1) 48" & (1) 24" BEARING BLOCK REQ'D 0 • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. 0 STAGGERED z • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 2 w F" w 0_ X 00 0 z O W Q z V) O LL Q O 0 O z U W I— X W d 0 1. tdb true design studios � 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 0 This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority �on any electronic copy co Q W L1J J z� W W oCl) Q Q 0 Q Q 0 0 J wUj W � I` x LL Q � O 0 w f— z 0- LI _ W Abbott Park Q U) LOT 035-03 0 Q z PROJECT NO: LU 2021.009229 L_ O DRAWN: o JAR O CHKD: L0 MJP V) W J U cn LAIV U) E N,9'* �' _z No 85166 * DocuSigned by:•� O: �f 670,EDEFd3^` U) R 0,.•��`�. z 4 07-28-2021 p w REVISIONS: No. Description Date ~ W J Q U U) 0 z O 0 CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975 I_ I !I I I II I 11 I I TRUSS TO TOP PLATE, MOISTURE BARRIER UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO 41 1 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 12" 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/ SIP OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. Y2" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR /i' WEDGE BOLT W/ MIN 4'/i' EMBED W/ WASHER @ MAX 48" O.C. �1 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 U 0 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ (V o EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" FOR MISLOCATION Y,"<X<1 — — — — — — — 3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO, 2 SYP SHIM #5 CONT. AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d (1) #5 BAR CONT. MIN 1%2" EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 112" <X HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F6CE 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 k2" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY (1) #4 OR #5 BAR AT CORNERS WITH MIN. 25" LAP #5 CONT. 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. POURED CELL w #5 BAR CONT FROM BEAM TO FOOTING STEP DOWN TIE -BEAM DIST. FROM DOORJAMB MIN. SCREW DIST. FROM DOORJAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH OR 11/4" PER MANUF. 3" 5" 11/2 3%4" 37 6 5„ 111116 33/4" 3:/4" 6„ 2 /4, 33/4„ TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS 'W DIA. @ 30" O.C. STAGGERED • (2) ROWS %s' DW @ 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 o ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED '/a') 1x_ PT NAILER BUILT UP 2X_ATTACHED TO MASONRY, (1) PLY 1 x_ OR �6 OS MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O +J O N � 0 APEX O O 4 SD N co z:z U_ W tds J J true design studios -6 a) Z O U) U Q 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 —� o O 0 � W cEa o J .4..x m I � Wj w Q a U) U Z W ILL! This item has been electronically signed and sealed by Justin M Lanier, 01f PE on the date and/or time stamp O shown using a digital signature. O Printed copies of this document are O not considered signed and sealed O and the signature must be verified ' by a 3rd Party Certificate Authority ti �on any electronic copy to ti o a Z C� w W w Z J z � �w W w m I Q W W Z CD > Q Q W w m 0 0 � wLLI � w w ti OJ ILL a ILL� z O Z I- O Q 0 IX W z II O a U U_ W � J o Abbott Park v J U) LL LOT 035-03 0 Q W U Q Z Z C� U) O PROJECT NO: W J 2021.009229 0 O LL Z DRAWN: O 0 JAR o CHKD: Lij L0 X MJP 0 W W a J � U Q����141111i1��t' U) ikN LA m i�� J �,'E N S .'4✓� Z_ i No 85166 L1J Z �, * �� Docusigned by: * .. O - - W 0 Tid67QEDE%d3�r'` 0 R P �N Z i'.11110 N Ai 0 Q O 07-28-2021 0 W U REVISIONS: ILL. 3z Q No. Description Date W W J < U (D U) _j O Z Z = O U 0 W I- X W ST=5 a CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: A3E9FD1A-DG3746A6-B10D-9D4233C65975 UPLIFT CONNECTION PE TYPICAL WALL SECTION MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER PLAN. SEE TABLE 2; 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) TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRAC1- SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY e UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE wl 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) \ ROOF DECK PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN I FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR — FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY — AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL 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. ROOF DECK ROOFTRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH A(1) H2.5Tw/ (10) 8d x 1 -Y2" 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. i—GABLE TRUSS WALL SHEATHING PER PLAN Ii L OR T BRACE VERTICAL REINFORCEMENT PER I TRUSS ENGINEERING / HGAM 10) 2021 v1.0 MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/z" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) TOP OF WALL TOP OF FINISH FLOOR SLAB 8'-1" ABOVE OIL F.F.E. TOP OF GARAGE DOOR Y 6-1" ABOVE F.F.E. ABOVE F.F.E.F.F. 2'-9" ABOVE F.F.E. OIL 0'-9" ABOVE F.F.E. Y TOP OF CURB F.F.E. J 2x6xl2 f T CENTEI $" DIA. ANCHOI 2x4 PT TOP OLOF OPENING 2x6 PT BUCK EACH SIDE OF OPENING - PROVIDE (5) 48" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/z' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %" x 16" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. fu v PRE -CAST LINTEL PER PLAN a LO N Z_ 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 GARAGE SHEAR PIER VERTICAL BARS TO EXTEND TO TOP OF WALLAS SHOWN. MIN 6" BEND INTO BOND BEAM PRECAST LINTEL SEE PLAN EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. CONCRETE FOUNDATION WORK PER PLAN TRUSSES NEEDING BRACING O C3 O O p APEX0 O WIT O i ti5 r N N M o LL tds Ld J � true design studios z 0 U) U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 —� 0 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 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. 6 4. ALL FASTENERS SHOWN ARE. 131 " x 3" LONG (UNO). U) 014HOMON, Z3 5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. 120 £J a W T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SCAB BRACE FASTENED TO WEB W/ 10d AT 6" O.C. *IF (2) BRACES ARE REQUIRED, APPLY (1) BRACE TO EACH FACE OF WEB. BOND BEAM REINFORCEMENT w (SEE WALL SECTION) o - uJ - FILL SOLID TO BOND BEAM U w w 0 8 F - # — DEPTH OF LINTEL i CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE Q WEB MEMBER SPECIFIED ALTERNATE BRACING j SIZE CLR T OR L SCAB 2x4 1 ROW 2x4 (1)2x4 N 2x4 2 ROWS 2x6 (2)2x4* Z 2x6 1 ROW 2x4 (1)2x6 W 2x6 2 ROWS 2x6 (2)2x4* 0 This item has been electronically 1 ROW 2X6 W signed and sealed by Justin M Lanier, 2x8 (1)2x8 W PE on the date and/or time stamp 2X8 2 ROWS 2x6 (2)2x6* O shown using a digital signature. O Printed copies of this document are O not considered signed and sealed O and the signature must be verified SINGLE TRUSS BRACING i` by a 3rd Party Certificate Authority >.on any electronic copy 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U-) RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. O �^^ VJ 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR z ' ' I SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) W_ W 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W GRADE AS WEB TO BE BRACED. �/ W 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 J z w m Uj O cn W W Q W z O c� > z 0 Q m W o oW 0 0 W W x O X LL Z `- O z _�/ BOND BEAM -* REINFORCEMENT < 0 J (SEE WALL SECTION) o ��b a- z = FILL SOLID TO BOND BEAM O d W U LU LINTEL REINFORCEMENT �WJ X Abbott Park Q 0 U LJL 8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" Q LLj LOT 035-03 0 I- #5 BOTTOM BAR TO EXTEND U Z NO LESS THAN 1" BEYOND Z BEARING AT EACH END U) GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W 8" PRECAST LINTEL. SEE PLAN. 0 ILL.2021.009229 � z DRAWN: -_-- — o $8 F-1-##-# U JAR F_ LO CHKD: MJP X � � Q Q VjjJ1111111i11�� LAIC/,�e U) co z No 85166 Q Z '• * DocuSigned by: �• �I�670�EDEFd33 ~ ' �G/ U) W Off, .c P,.• cn ����iS�QNAi �►,,` Q O_ 07-28-2021 p W U REVISIONS: TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W W Q ----- iA OJ --� O O z z _ 0 U W H X W ST=6 d Q CMUIMETAL CONNECTOR ENGINEERING I_ I- - -I __ I I - I ! I I I l I I'{ Ill 1 1 1 -11 oocusign Envelope ID A3E9FDlA-D987-46A6-BlOD-9D4233C65975 TYPICAL ROOF DECK SHEATHING 2x NAILER (IF REQ'D): • TO WOOD FRAME : (2) 0.131" x 3" NAILS @ EACH STUD, MAX 24" O.C. • TO CMU w/ PT NAILER: ROW916' x 2�4" TAPCOIZ MAX 12" SPAN r - J-CHANNEL TO BE FLUSH 04 WITH FASICA LO - 2x BLOCK W/ (2) 0.131" x 3" END- 00 OR TOE -NAILS EACH END 4 O - FASCIA AND DRIP EDGE PER ARCHITECT O - ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA W/ 11 GA. x 112" LONG NAILS N (MIN!"[] W/ 3,,[]M HEAD THRU J-CHANNEL J (SPACING @ 12" O.C. LL W J J @ MAX 24" O.C. / — 1x2 SYP NAILING STRIPS TO BLOCK / NAILER W/ 14" x 3" #14 WOOD SCREW z J-CHANNEL TO BE SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). O FLUSH WITH SHEATHING SEE PRODUCT APPROVAL INSTALLATION W DRAWINGS FOR ALLOWABLE SOFFIT PRESSURE U SOFFIT W/ MULTIPLE SPANS Q TYPICAL ROOF DECK SHEATHING I I 2x NAILER (IF REQ'D): • TO WOOD FRAME : (2) 0.131" x 3" NAILS @ EACH STUD, MAX 24" O.C. • TO CMU w/ PT NAILER: (2) ROWS 416" TAPCONS @ MAX 24" O.C. MAX 16" SPAN J-CHANNEL TO BE FLUSH WITH SHEATHING o O T_ W L7 - J-CHANNEL TO BE FLUSH J WITH FASICA m 2x BLOCK W/ (2) 0.131" x 3" END- W OR TOE -NAILS EACH END Q Z) FASCIA AND DRIP EDGE PER ARCHITECT C1 L7 - ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA W/ U 11 GA. x 1 Y " LONG NAILS (MIN !"❑ SHANK) W/ e"❑ HEAD Z THRU J-CHANNEL @ 12" O.C. W W W O O O M SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). ALLOWABLE SOFFIT PRESSURE _ +/_ 75.6 psf. t` SOFFIT W/ SINGLE SPAN Oz W U) W SF SOFFIT DETAIL S - FL #13139 Z U) Soffit detail was created using approved product installation drawings and is intended for ease of inspection. The manufacturer m and evaluating engineer retain responsibility for the product. This detail is not applicable without active product approval. W W Z Z W O LL O Q O D_ O U Q 0 O ,J LL Q U Z } C� O J O Z _ w I— x W W Q x 7) 00 W O LLI W Z) O H LL Q U) } C� O J O Z _ U W x LU a APEX N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 0411HOMN' �Q7 f. 1112. P This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified a 3rd Party Certificate Authority >.by on any electronic copy Q W LU J z� W ULI O cn Q F" 2 Q 0 0 W Q 0 J W W ti � X LL Q r O 0 W _Z LL W Abbott Park Q U U) LOT 035-03 0 w Z C� W PROJECT NO: W 0 2021.009229 LL O DRAWN: JAR o CHKD: L0 MJP W W J Q U Lq V '0� '��' (n .���` J5' • •E IV/� �.•�\G S4' .: CD Z ♦ No 85166 .• Q * DocuSigned by .• �IrZd67QZDEF43Tj •• i O •,�� �` • OR �� P C�� `��• Z .,�ss,ONAL� % 'S Q 07-28-2021 Elf LU REVISIONS: No. Description Date e w Q U W I- O Z O 0 ST=7 CMU/METAL CONNECTOR ENGINEERING L7A