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HomeMy WebLinkAbout8160 Wheat Stone Dr)ocuSign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 •M 9 STRUCTURAL SHEET NO. ISHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-21D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN 1st LEVEL ROOF FRAMING TYPICAL WALL SECTIONS ST-3A ST-5 ST-6 SECTIONS AND DETAILS DR HORTON A4CI3 CLIFTON Abbott Park, ELECTRICAL SHEET NO. ISHEET NAME E100 1st LEVEL ELECTRICAL PLAN ELEVATION BS LOT 008mO2 BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2017 FL BUILDING CODE - FUEL GAS: 2017 FL BUILDING CODE - PLUMBING: 2017 NATIONAL ELECTRIC CODE: 2014 FL BUILDING CODE - MECHANICAL: 2017 FL FIRE PREVENTION CODE: 2017 FL BUILDING CODE - ENERGY CONSERVATION: 2017 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS CONDITIONED AREA 1st Floor 1816 SF --- _ - 1816 SF_ _ UNCONDITIONED Garage _AREA_ 455 SF Entry 30 SF Lanai 165 SF Grand total VOLUME 1 st Floor 116945 CIF Grand total 16945 CF ALL UV CODE NATION AND T ORDINv O O N N 00 14 O M N N J LL W ---I J Z On 0 W U) Y U Q 0 H Z) m 0 J W Q C'1 U) } Z W CD W w 0 O O i ti d' ti z U) Cn w U) m Cif W Z w 0 0 LL Z O Q O W O U Q 0 0 LL Q Z M p W CRa�Wat c ;'�` , tgr,e i�� �; PREVAILI Z �. k k��l, 07"P'tc ('`P'tPi W Q z cn i 0 REVIs=knr CATE AUO 1 U PLAN EXi'VAINEr cn } O J O U W H 'X W ,a E O V 7 {3 O APEX U tdsL true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 PVIA oU) � mW w LL J O U) V Q O co > C V w w w� LU w � X LL 0 0 w Z >1 W W Abbott Park Q U LOT 008-02 p - -. - w Q 0 PROJECT NO: W 2020.004112 0 LL -�- O DRAWN: KG o O LO -- -- — - CHKD: JAC CD W J U 0 >Z_ Z 06/02/2020 Q w REVISIONS: w No. Description Date ~ J � IU — - — -� Z O 0 0000 OocuSign Envelope ID: BA90027F-306F-48B1-A537-lFF164EA6312 Footf Re -Bar (size according t foundation plar #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to footer steel w/ (2) ground clamps 5' apart a UFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS -- 150 = #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE — Conduit. A/C DISCONNECT METER MAIN Dlsc #12 COPPER TO APPLIANCES AND GFI 150 OR 200 AMP TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER UNDGND #8 COPPER TO RANGE SERV. BY POWER CO. - #6 COPPER TO HVAC N.T.S. i__J� #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 2014 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 R501.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN T-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS • FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH FBC R703.8 • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED • PLASTER PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3) • WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • WATER -RESISTIVE BARRIERS PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USEABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND INSTALLED PER FBC R302.12 & R302.12.1 • 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 0 U Oc7 o O APEX .5c O N O cu N M � J U_ W tds J true design studios (D Z O Cn � U 9000 REGENCY SQUARE BLVD. a) Q SUITE 100, JACKSONVILLE, FL 32211 _O o O W 041HOMN' Jm i W U U Z W W Ix O O O rn rl� Z It• U') r` 0 Z C) W U) W Z UM U Z W J O Cj) w w W Q 0 Z W m W W w Q V W� Cr O W J X LL L Z O 0 F- 0 LLJ d Z O aL- U w Uj cc Abbott Park O U J ILL. LOT 008-02 0 Q W H U Q Z_ Z PROJECT NO: O Cf7 W 1 2020.004112 p w Z DRAWN. U - - KG - O - Iw" CHKD: o LO — X JAC w w IZ J U Q O C0 Z W Q Z of 0 O w W Q z Z U) 0 06/02/2020 E- w U REVISIONS: w U_ Q No. Description Date U) J Q �% --- - U) Z _ Z 2 O U w I-- X AOOO Q 3ocuSign Envelope ID: BA90027F-306F-48B1-A637-lFF164EA6312 .0 r I I - I I � I i I I i O U'IDO O R LIVING I I 9'-4" CLG I I I I I I iro I i I I I I . V) w oc = C7 w = N O M VERIFY AC COND LOCATION W/ SURVEY 1st IEVEL-FLO O R PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" 65'-0" I I I CU «n«< FLOOR PLAN KEY NOTES (SEE SHEETA000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE. COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5-0 %" 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER `o U O > 0 o ° N APEX N U 0 'IT'5< O N M Q M N M/M\ � U -c W t S J true design studios a) Z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn —� O o O W H � 11HOMON zzz m W Q C� U Z W 0 W 0Y O 0 O rn ti uz d'U-) ti 0 cn Z C/) w 0 U W ZLIM W coW Z J 0 U) w w P7- w z Q 0 LU > o 0 m w w w Q 2 w w J x ILL L Z _O ZO Q Z O a U W Abbott Park J Q O LOT 008-02 p U- H U Q Z_ Z C9 OPROJECT NO: U.1 2020.004112 O Ll- Z DRAWN: v --- KG O o CHKD _ o � x JAC cn w w � Q J Q 00 Z 0 w Z Q O Q Z Z Q O 06/02/2020 � w U REVISIONS: w No. Description Date w 1 PRC 07/08/20 J >- 20 U O � _l0 - - -- z = O U � W F— x A 110 w Q )ocuSign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 12 1st LEVEL BRG�TOBB� ��1st LEVEL BRG (TOB) ------- ----- --- - - - - - - _---------------- - -- 4„ 9' L 2'- 1st LEVEL FFE - 1 st LEVEL FFE ;:, 0' 0" 0' - 0 RIG HT ELEVA HO N _ 1/8" = 1'-0" WHEN PRINTED ON 22"x34" V-0" (TYP) 8" (TYP at I .t GABLE END) II II � RIDGE I I T: 5:12 II RIDGE ,04 J � RIDGE 5:12 i 5:12 E � . _ o , RO0FPIA N 1/8" = V-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT VENT PROP LINEAL PROP Area HIGH LOW # RATIO HIGH FT LOW 2465 SF 592 inz 592 inz 4 144 576 140 1286.E 12 - 5 r 1 st LEVEL BRG (TO_ B) Y, - 0, or r 1 st LEVEL E FIFE - - 0'-01, IE�r IIEVA MO N 1/8" = V-0" WHEN PRINTED ON 22"x34" 12 - +� 5 1st LEVEL BRG JOB) _ 1st LEVEL BRG (TOB)_#,_ 9'�— - 9 4 4" '' EEC:� 1st LEVEL FIFE IL LEVEL FFE �' - -0--- ---------- o, - 0„ 220 BUILDING_ HEIGHT AFF HEIGHT ABV GRADE BUILDING HEIGHT AFF - --� - - - --- - - - ------------------------------------------------------ -- - -- - - - ---- - - - - - - 7' - 11 7/81, 18' - 7 7/8" 17' - 11 7/8" 12 201 5 FYPONj26 1--4" 260l [2641FYPON BKT11x20 BKT7x12x4 T2 2' ENTRY HEEL 126014„ -------- -- ------ - ---- ------------------------------------ 4" 1260 -- 1st LEVEL BRG (TOP)...... 1 - r - -- . — - - z 7-71 -I I L= L--::�] 280 DO ' I �� - !✓ 1 P/ F L L _ v 1st LEVEL FFER-�� o'=o° - MO NT EIEVA '11O N 1/4" = V-0" WHEN PRINTED ON 22"x34" 3068 w/ 3010 TRANSOM ABV 2601 4" 1st LEVEL BRG - 97- -------- -- - 9' 4' 18"x62" 22714" 1 st LEVEL FIFE RFEA R EIEVA IO N 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ELEVATION KEY NOTES E (SEE SHEET A000 FOR GENERAL NOTES) U o 200 - CONCRETE TILE ROOF O Q O 201 SHINGLE ROOF APES -� 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT N co 204 - MILLENNIUM ROOF VENT ,a •1 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT m 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS N SEE GENERAL NOTES A000 FOR SPECIFICATIONS ch 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS 1st LEVEL BRG (TOP) �- ---- ----- - ,- ' SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER tds -6 J BACK WIRE LATH OVER HOUSE WRAP OVER EXTERIOR J OUS true t design studios 9C15 N SHEATHING PER DRAWINGS. LATH T STRUCTURAL OBE FURREDOUT FROM BACKING FROM AN APPROVE Z O METHOD IN ACCORDANCE WITH FBC R703.7 v,�//)'� i \\ SEE GENERAL NOTES A000 FOR SP ECIFICATIONS iD 1 U 9000 REGENCY SQUARE BLVD. c St LEVEL FIFE 223 FIBER CEMENT P SIDING _ _ � LA G Q SUITE 100, JACKSONVILLE, FL 32211 CO 0' - 0" 224 - FIBER CEMENT SHAKE SIDING < o 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER CD 227 - STONE LEDGE W -- 228 - BRICK VENEER C3 240 - EXTERIOR DOOR SIZE PER FLOOR PLANDsft#HO190N' 259 - 2"x TRIM - SIZE AS NOTED«- 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. J , 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. m 262 - 1"x TRIM - SIZE AS NOTED w e 263 - DECORATIVE SHUTTER - SIZE AS NOTED W Q 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 1 265 - DECORATIVE LOUVER - SIZE AS NOTED C1 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND % COLOR IS DETERMINED BY THE BUILDER'S SPECS Z W 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. (D ti OF LIGHT TO BE 6-0" A.F.F. U.N.O. w 0 0 rn z d' �n ti O O w Z U) w U'^ w W Z LL Cl) I_ z w 00 Cn m J O w w W z Q O w > 0 0 Q m w w W o J O d. w w J x ILL L z T- O 0 i= Q o cy- W O F- W Z O d U W Q - 0-1 Abbott Park J O U J — — C/) LOT 008-02 0 Q -- - w U Q Z_ Z } (D OPROJECT NO W JO 2020.004112 Z DRAWN O U KG o w CHKD � JAC x W w U Q U) 0 m Z 0 w Q Z 0 O W W z z Q O 06/02/2020 0 I- w U REVISIONS: - No. Description Date ~ - 7 w 0 - - 1 O O L �Z z - = O U w F- x w A201 n )ocuSign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 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 lufmopp- • • I �e� 4), ■ 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 VARIES (RE: 12 ELEVATION) 1 St LEVEL TOB VARIES 14-11 (RE: El EV) INSULATION PER CODE 12" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al 10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA '2­`' TYP ONE-STORY WALL SECTION �A400 SCALE: 1 1 -0 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING - ... INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD *_�POF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM D.. OVER DRIP EDGE OVER l /:�• ■ 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 q8" THICK STUCCO FINISH - TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM — --- g� STRUCTURE)(TYP ALL SIDES) a ' I o 4 G VARIES (RE: 12 ELEVATION) ( 1 St LEVEL TOB rbVARIES (RE: ELEV) INSULATION PER CODE 12" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al 10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1 /2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1 x TREATED FURRING TYP at �— TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" 4 r' INSTALL VAPOR BARRIER IN ACCORDANCE WITH a i --ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) /f1 TYP ONE-STORY WALL SECTION A400 SCALE: 1 " = V-0" O O O U N LO c— O N APEX O VI N c0 N M 1 w Q J J_tds z -� O true design studios U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c u; O cr o v cn 011HOMON w ® ► Of j U U w w 0 0 C �r LO rl- z U w z w U) C m — w w z (n z G w 4 O O W LL. O nw t.L Q LL o 0 tY O X U - z O O 0w I; Q Abbott Park z z a. LOT 45-03 u_ >- — ----------._. __ --- --- w O O J -- Q � U O z 0 PROJECI'NO' w 2020.004108 - _...— rzn IX DRAWN V a. KLH W CHKDw TSD w a m 0 LO w U) w O J I.0 U m Q m z O UJ z o � 0 U Q 06-05-2020 0 U) z >_ REVISIONS: 00 No. Description Date —I 0 i = w U r w w Xi w U a � Q F_ A400 z a 0 3ocuSign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 Z CO WOOD SHEATHING WRB LAYER#1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. O 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM 1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ® FOLD at 77° WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES x ROOF/WALL SCREED x x x x — 5x5 WALL FLASHING x x �/�ti iv z-g LU o Zw n. 2 x x KICK -OUT x x xFLASHING x (SEE DETAIL) FELT UND Y �y � WATER TIGHT SEAL �Q��F' (BEND OR SOLDER, DO NOT T) SHINGLE ROOFING 12 DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW - SHEATHING, FASCIA WRAP NOTE: INSTALL KICKOUT MECHANICALLY FLASHING AT BOTTOM OF FASTEN 4" O.C. MAX ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS) BLDG PAPER UNDER 'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATI1 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 ,j i STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 ELECTRICAL RECEPTACLE .. t- --r/-- ` / I \ /-- + 7 2x SUB-BAND\W/1/2"X? NOTCH '_ @ END, WRAPI?ED IN PEEL & •� STICK DRIP EDGE { 7/8" TEXTURED 1 \ \ FINISH @ WOOD�B' TEXTURED 1 1i8" v • FINISH @ CMU / \ METAL FASC WRAP\tie" FROM \ I/1 STUCCOI, /' FROM WOOD WALL \ j EXTERIOR WALL \ jFRJAME OR CMU) \ \ \' \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT ONLY REMOVED FOR CLARITY \BAND ROOF DECK (BEYOND) \ I \\ f1p1[] CI'1lC lICC 111/AI I �A ELEVATION PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 �"x4" NOTCH @ END METAL WRAP FASCIA 2x6 SUB Bf DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 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 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 CcD_ WALL CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK `ROOF CEMENT @ ROOF =DGE OMITTED FOR CLARITY AIL a- WALL W1 KICK -OUT SCALE: N.T.S. E O O O U N y. u7 �-- O 4 APEX _� CD U � N � Q N tts N M J U_ LL! Q _j Jtdss Z Q O true design studios (D fn > Y U 9000 REGENCY SQUARE BLVD. c SUITE 100, JACKSONVILLE, FL 32211 c O 6 Q LU H a. 07 o 01HOMON' :3 LU • r w Z U zfz �- ..0 U Z W W 03 O O O 0) f�- d• LO ti O Z U) W J — Z W LU LU LUV Z , Z G w 0 a C1 Q OJ W U- W o 1= LL g w a O U X T_ a Z O 0 a Abbott Park Z U - Z Of a LOT 45-03 U_ ..__......--_._... - - ---.. ....... W O J -- Q O Z U 0 PROJECT NO. Q W LU 2O20.004108 Q IX DRAWN _—_._.......—_............ KLH _...... ..... Z UI 0- a CHKD - ..------- ... W w Q TSD L1_ O W \ LU w O a W U Q U) Z U) Q Z F- U Q 06-05-2020 Z U) >- REVISIONS: )ocuSign Envelope ID: BA90027F-306F-48B1-A537-lFF164EA6312 1/2" (MIN) STL FINISH TEXTL PER COMMUI SPECIFCATIC FLANGE CASI BEAD CASING BEAD at WN SCALE: N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) z z 0 Q J VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. " GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED _ W/ SLID TOP INSTALLED PER FURRING STRIPS I... --"` — MFR WRITTEN SPECS (RE: at CMU WALL (TYP) ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN // MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1 1'-0" PRE -FORMED CONTROL / \ JOINT W/ STRIP LATH _ ...- -----------�---- 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 2 1/2" CORNER BEAD (FASTENER & SPACING at 7"O.C.) :MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. ` CMU WALL W/ §8' STUCCO FINISH (RE: STRUCTURAL) GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS F - . WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) WOOD BLOCKIN I SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED ii INSTALLED PER MFR WRITTEN SPECS (TYP) 18' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 1 1/2" = 1'-0" STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI 7' FLASI DO NOT CA--.,... SEAL OPENING ON �J 1 1/4" X 6" SIMULATED / WOOD TRIM MEMBER SEAL GAP W/ CAULKING - OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK �" GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL " BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) CMU STEMWALL W/ " STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 1 1/2" = 1'-0" ELECTRIC ME1 FIELD VERIFY LOCATION AREA TO RECE, STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. GYP BIRD OVER —' 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHEj (RE: STR INISH COATING OVER PRIMED HREE COAT STUCCO FINISH i8" NOM) OVER GALV MTL LATH VER 15# FELT OVER APPROVED DUSEWRAP ASTEN TO WD STRUCTURAL 1EMBER at 7" O.C. MAX " TO §8" MID -WALL VEEP SCREED za N � g r" WIDE STRIP SELF ADHESIVE LASHING, CLEAN MASONRY 3EFORE APPLYING /2" (MIN) STUCCO FINISH -EXTURED PER COMMUNITY 3PECIFCATIONS STUCCO )NE (1) ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. �] FIBERCEMENT -OR- VINYL LAP �! SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP OVER NAILING FLANGE WD SHEATHING (RE: STRUCT)� - MTL DRIP FLASHING W/ -_ HEMMED EDGE SET IN CONT BEAD OF SEALANT _. TRIM (RE: ELEVATION) - EXTEND 12" SELF -ADHERING - MEMBRANE FLASHING OVER -- WINDOW FLANGE SET IN CONT BEAD OF SEALANT — VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY n SPECIFCATIONS SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK DOOR HEAD at CMU SCALE: N.T.S. — CMU WALL W/ ` CMU LINTEL (RE: STRUCTURAL) GYP BRD OVER L 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) 1x2 TREATED i j :j FURRING STRIPS CONTINUOUS BEAD at CMU WALL OF SEALANT (TYP) ............. -__ =- ,1 CONTINUOUS BEAD OF SEALANT PT 1 x4 SELF ADHESIVE -OR- SELF ADHESIVE -OR- FLUID APPLIED PT 2x4 FRAME FLUID APPLIED FLASHING (CLEAN ANCHOR FLASHING (CLEAN gMpApS�OyNNRGY�BEFORE SHIM AS NEEDED METALI DOOR FRAME gqMppAppS��OYYNNRGYIBEFORE METALI DOOR FRAME EXTERIOR INTERIOR EXTERIOR SCALE: 1" = 1'-0" DOOR JAMB at CMU SCALE: 1 ti2" = 1'-0" s✓ O p Q U LO a � 4 APEX Q 0 U O i N � M U- w Q z t S -Q O true design studios Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c Q 0 w i 5 c cn a a m 041HOMN' a) w < Q 0 U z LU (D W w O O O O i ti .q_ LO ti O z U W Z W 0000 N W W w Z z w Q O 0 0 o J W U- W O L.L LL Q W O 13- - w O X Q Z 0 O Abbott Park z U z a LOT 45-03 w �---.... ........ (D W O -- Q J U O z 0 PROJECT NO: W LU2O20.004108 Q Z IX DRAWN: KLH CL -- - -_ cHK.._TSD D ---._ _ . __ LU 0 L- O m � 0 Q LO W w w O J w U U) Q U) Z 0 U) Z O F- U � Q 06-05-2020 0 U Z REVISIONS: O No. Description Date J O w Z -- - w 1: U j.......__ w w X — -- - U a. cn Q A501 z O 0 Docusign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 RATING: 200A IVICB MIN AIC RATING: 22kA DANEL. `IFTON SERVICE: 120/240V 100 3W MOUNTING: SURFACE f •ItI� 7. a -. IIl Il . ' •, - �I�Rwlttl�it APPLIANCE G F I (A)(G) R 1 20 1 A 2 40 2 F OVEN/RANGE APPLIANCE GFI (A)(G) R 1 20 3 B 4 REFRIGERATOR (A)(G) M 1 20 5 A 6 20 1 R BATH RECEPTACLES DISHWASHER (A)(G) R 1 20 7 B 8 20 1 L'm BATH LIGHTS + FANS DISPOSAL (A)(G) M 1 20 S A 10 20 1 F,M MICROWAVE/ HOOD (G) GARAGE R,L 1 20 11 B 12 20 1 1 R LAUNDRY (A)(G) EXTERIOR R,L 1 20 13 A 14 20 1 R,L KITCHEN (A) DRYER F 2 30 15 B 16 20 1. R,L MINING (A) 17 A 18 20 1 R,L GREAT ROOM (A) OUTDOOR UNIT - 2.5 TONS iWI,F 2 30 19 B 20 20 1 R,L OWNER'S SUITE (A) 21 A 22 20 1 R,L BEDROOM 2 (A) INDOOR UNIT - 2.5 TONS (DEFAULT ELECTRICAL HEAT) ,F 2 50 .23 B 24 20 1 R,L STUDY (A) 2:5 A 26 20 1 R,L UTILITY/MECH ROOM WATER HEATER F 2 30 27 B 28 20 1 - SPARE 29 1 A 1 30 20 1 - SPARE R = RECEPTACLE L= LIGHTING F = FIXED EQUIPMENT M = MOTOR TC=TIMECLOCK CONTROLLED CKT A =COMBINATION TYPE AFCI C/B G = GFCI C/B A a� a : Pat AFFI we- -`� .... _.. .. ..... ............. .... .... ....... ............ Y ...© i ' AN 1'-- �- ' GFI r ...... ...GFI SVC CLG�FI i ; _...` ... ...E ... LL ... .I.,, .. .. .. L.L. / SEC ggg rL C7 � cn : g a --� - S VERIFY AC COND, -- LOCATION \ 5 {! AFI pHAFI { VP IRR GFI �p rtVTV . A�W SURVEY ELEC PNEL .............. 1 s t IW EL EfEC MUC A L PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3 3-WAY SWITCH CHIME DOOR BELL CHIME GARAGE DOOR 4-WAY SWITCH BUTTON DIMMER SWITCH GARAGE DOOR OPENER 220 VOLT OUTLET FI GFCI DUPLEX OUTLET DUPLEX OUTLET G CEILING OUTLET G. AFCI DUPLEX OUTLET R FLOOR OUTLET AR OS SMOKE DETECTOR B JUNCTION BOX © CARBON MONOXIDE © CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET NETWORK OUTLET PANEL SERVICE PANEL P TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL M _ WALL MOUNT LIGHT SINGLE SCONCE vv FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT ® STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN -VENT TO EXT CLOSET CASTER CASTER LIGHT UNDER CABINET LIGHT PULL CHAIN LIGHT -K KEYLESS LIGHT FLUSH MOUNT LIGHT __ HANGING HANGING LIGHT HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT ®FR LIGHT FLUORESCENT LIGHT FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN( PRE -WIRE FOR CLG FAN ROUGH -IN L' `J LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT ROUGH -IN 1 E O U O cy o O APEX � � III rn a� N co J u_ J tds -6 J N true design studios Z O^ U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 �. --j O. O D': w �. H g 016HROON m hwia W �.. U Z w (D w w O O O O PIL z 'IT ti O p U) Z U) W U) MM U) W W ZLL U Z W coJ 0 U) w_ w W Z (m) Q O w W W o V w� w X J LL LL Z O ZO I'_ 0w O I-_ d Z Of O ()f a U LL Abbott Park J O U J -- "- LOT 008-02 U) 0 Q — — w U Q Z_ Z w Q PROJECT NO O w J 2020.004112 p Z DRAWN: v KG O o w CHKD: to JAC U) CL .J U Q in U) m Z 0 w Z O a z Z CD O 06/02/2020 I_- w U REVISIONS: w u. -- — — — _ Q No. Description Date I'- w L 1 PRC 07/08/20 Q >- 20 U — -- O O Z U � w I•- X w El 00 tl Q :)ocuSign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes , 6th Edition (2017) Code for Design Loads ANSI/ASCE 7 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 7-10, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY..................................0 BUILDING CATEGORY .................................... II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF........................0 18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING .............................................. Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL / 240 WOOD I JOISTS ............................................... TL MAX '/„ LL / 360 BEAMS'.............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED 3/" DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE ZONE DESIGNATION WIND AREA IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 VINYL SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1 ST 4.0' PER FIGURE R301.2 (7) J 1►�.,,rF�0R 4.OF (TYP) -END ZONE DESIGNATION DIAMETER LENGTH 8d COMMON 0.131" 2-Y2" 8d RINGSHANK 0.113" 2-%" 10d x 1-'/2" 0.148" 1-Yz" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/e" 16d SINKER 0.148" 3-'/." 16d COMMON 0.162" 3 Y2" TABLE 2: WOOD STRUCTURAL. PANEL SHEATHING REQUIREMENTS NnTFG 'A A 0 0 STUCCO AND DIRECTLY MIN 's/Z" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%fi' 24/16 - ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE H � N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. ujLu Z ALL OTHER VENEER MIN �/6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL C) J o- (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y O TILE ROOF s MIN /32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 0 Z (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND w- w 8" O.C. IN THE FIELD 0 = 0 SHINGLE AND METAL ROOF MIN %e' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION cn (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" 0 O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN 3/8" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN %2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /8' COOLER NAIL OR N0.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 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 HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 15/32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE %6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 1%32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" 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 APPROVED CHEMICAL SOIL TREATMENT 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 VWVF 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 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. 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 3. 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. 4. 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. 5. 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 %," SDS SCREWS (8)%" x IW WS 15-G DTT2Z IN STUD'/2' 0 X 4 %" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 0 x 4'/2" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 %" IN (18)0.162"x2'/z"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 'V2' MTW12 (7) 10d x 1 W (NOTE 2) §8' 0 x 6" EMBED ANCHOR 48 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 %" IN (26) 0.162" x 2 Y2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS " MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) %" 0 x 6" EMBED ANCHOR 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 8" 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7/8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d COMMON IN (7) 10d COMMON IN (7) 10d x 1 '/2' IN TRUSS (7) 10d x 1 Y2' 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) Y4" x 2 %" TITEN (5) %" x 2 W TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 %" IN TRUSS (9) 10d x 1 %" IN TRUSS (11) 10d x 1 '/" IN (11) 10d x 1 %" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL 01) 10d x 1 '/2' IN (11) 10d x 1 %" IN STUD (12) 10d x 1 '/2' IN STUD (8) 10d x 1'/2" IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) 48' 0 x 7" EMBED EPDXY 48' 0 x 7" EMBED EPDXY (12) 10d x 1 %" IN (4) W x 3" WEDGE BOLT STUD (5) 8d x 1 %" IN OR EQUIVALENT IN STUD (5) 8d x 1 Y2" IN (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 4 " 0 x 7" EMBED EPDXY PAU66 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (�2" EMBED AT GARAGE HA8 (N RT7AT (N DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1 %" IN TOP PLATE (5) 10d x 1 Y2" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HD28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1 Y2" IN TOP PLATE (5) 10d x 1'/i' IN TOP PLATE (16) 10d COMMON TO HU4101 (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER 'W LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) %" x 2 TITEN (5) O" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY (26) 16d SINKER OR EQUIVALENT (28) 16d SINKER IN WALL (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS Y:' x 2'/z' (12) WS25 %" x 2 Y2" + + (4) " x 1 /2" SDS SCREW 4 %:' x 1 YZ' WS15 SCREWS () IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS Y4" x 1 '/2' SCREWS (4) W x 1 %" WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER HGAM10KT 1N TRUSS/ RAFTER (4) /, x 1 /, WEDGE BOLT (4) %" x 2%" TITEN SCREWS 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 %" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES %" 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 %" 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. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING. 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. LEGEND OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL O ALTERNATIVE FOR THE APPLICATION SHOWN O UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL (N U-) FOR ENGINEER OF RECORD EW EACH WAY j OSB ORIENTED STRAND BOARD O WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE 0) SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER04 r LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. N (3'/2' WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/" BEAM) C'ri LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/" WIDE _l PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 ''/2" WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER W J J INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS Z O INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS %." ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR U SW SPECIFICATIONS) Q STRUCTURAL WOOD BEAM O STUD COLUMN KEYNOTE O T_ NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. w I -- NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS Z) CA 2 2 STUDS U w �o cc 2 ANCHOR TO MATCH WALL FRAMING SIZE AND GRADE, LINO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 0 J m BOTTOM OF STUD COLUMN CONNECTION w 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN w 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL Q COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE } HEADER STRAPPING KEYNOTE Z NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD w 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD w 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION O 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP C) 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD O GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUPLID NON -BEARING HEADER FRAMING KEYNOTE b NO HDR -# NUMBER OF KING STUDS EACH SIDE OF OPENING Z HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY 0 LOADED CONDITIONS ABOVE w W #2 SYP HEADER FRAMING KEYNOTE Z (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING m NUMBER OF JACK STUDS EACH SIDE OF OPENING 0Y LU DEPTH OF LOAD -BEARING #2 SYP HEADER w NUMBER OF PLIES IN HEADER Z 0 ENGINEERED LUMBER HEADER FRAMING KEYNOTE Z NUMBER OF KING STUDS EACH SIDE OF OPENING w Q NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 w HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) Q _I DEPTH OF LOAD -BEARING EWP HEADER LL NUMBER OF PLIES IN HEADER 11 3/," WIDE UNO) Z HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8 " O.C. STAGGERED. O 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 0- EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. w 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 0 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. Q 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. O 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR J OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: LL • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 Q •SPHw/(12)10dx1-'/2"@16"O.C.OR V • DSP w/ (14) 10d x 1- Y2" @ 16" O.C. OR Z_ • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-'/2' (OR EQUAL APPROVED BY EOR). } 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. (,r O J O FRAMING NOTES z 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. U ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN W A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). X ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S W SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, LINO. ALL WATERPROOFING AND FIRE SAFETY Q SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. x 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN Q TABLE 2304.9.1. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. } 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. m UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR 0 SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) W 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. Z 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM O THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. w 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD Z O I- U 0 O J O Z U w H X w w 9 tds1✓ L .s� true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 .a N KA o(n � mw w LL _ Z� � �o > < Im 0 U w X LL Q z O 0 LU d U- w Abbott Park Q U U) LOT 008-02 0 W I-- Z 0 PROJECT NO. w 0 2020.004112 LL. - - - O DRAWN' KG o -.- -- - O CHKD LO EAF co W J �����1���B rMrr1101i U ®OPA$ d b31i� _z .. STATE -OF W+ 0 •..c .Eb PRPB *�� 4437.0 0 N A t ��,,� Z rnit 06/02/2020 0 w REVISIONS: w No. Description Date ~ w U --- --1w 1-- - O z STm1 CMU/METAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 'I Y b, bo VERIFY AC COND LOCATION W/ SITE PLAN 65' VERIFY AC COND LOCATION W/ SITE PLAN i ■ ■ — — — — — — — — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I o - B ivl (�„ i `0,� ST-2D I / -------1----------- LO I I I m I I � ST12D NI _ 1 I NI I ■ I 1 1/2" ■ ■ 1 I ST-2D OPT I I z I 10'-1 1/2" 8-4- - B I■ o ,k ------ ---- �- I� IOo 0.. F-—-- - - - - -J AJ I U0�� (tTC- A 1 L I 3-4' 2'-8„ 1 I I \ I g I I 2'-8 1/2" - - - - - - - 14'-0 1/2" OPT ST-2D T_ — — —I — — — — — — — — — — — — - - ■ ■ ■ I. IT — ■ ■ ■ . _ r- - - - - - I I I I ■ 1 I 4 5 ST-2D ST-2D I 1X � 4 I - ■11/2"--,,c--4=6-- -----11'---------I I 4 rn I i 0•1 1 :........: I I I I 1 ... - ■ I I I 1 I I 1 I ST-2D I I 1 A, I UNDER DOOR 01 I 24'-5 1/2" 5'-0 1/2'. I T-6" Z-4" 20'-8" 1 I I 41 I I ST-2D `-�I 4_ - I I 0`- I - - - - i - ; I 5 ' ■ 1 1 I I I ST-2D 1 _ ST-2D N o f I I - - - - - - - - - - - - - - - - - - - - i- - - - - - - -� - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - — -� ■ I ■ lk ■ ■ ■ I NN ■ ■ ■ I ■ ■ I'O UNDA MO N PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" SIM 9" CURB 5 ST-2D 2'-8" L 2'4" -v d 00 Ln �co Omm N 2"0 VENT TO EXT �\ �I I I I I XAI^ A GENERAL FOUNDATION NOTES: o • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O p • EARTH AND EARTH FILL SUPPORTING SLABS GRADE IS LID APEX O ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. j U COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR 4 CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O q) • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT FOR ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB 0 IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N 5 ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. c7 j • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE � INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL Ld tds 0 RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J N SHEET ST-2D. true design studios z FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 18"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX p I I EDGE w/ (1) #4 CONT DB I COLUMN, FTG TO BE � CA PROJECTED MIN 6" AS SHOWN w cr C F- (— 24"SQx20" DEEP FTG N C� 16"SQx12" DEEP FTG w/ (3) #4 EW (n 01HOMON' 0 IL 30"SQx20" DEEP FTG j 36"SQx20" DEEP FTG hffeffko� r w/ (4) #4 EW LF w/ (4) #4 EW J #5 VERTICAL DOWEL TYP co 148"SQx24" DEEP FTG w - w/ (5) #4 EW, T&B AS SHOWN, SEE MASONRY Q� NOTES ON ST-1 1 1 1/2" SLAB EXTENSION AT FULL ROUGH (A OPENING WIDTH } N z w 0 w "`NOTE TO CONTRACTOR` DR HORTON DOES NOT ALLOW FIBERMESH AS AN O ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET 0 rn BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING I ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. Z O U) W w w m z LL in Z LU _ J O Un w w w Z Q O W / 0 0 m Uj w w 0 0 2"0 VENT W - TO EXT 0 LIJ J x LL LL �- I I O z O I w w D_ z O a U Abbott Park Q O U_ LOT 008-02 _ o H Z_ Z } 0 C� U) O PROJECT NO: w J 2020.004112 m O LL z O DRAWN: — - - — U KG o --- - o w CHKD lid EAF U) a J U !d b�j!: _ m �wgn� z po 2 Z � Q z STATE. OF . �ZU 0 Uj .� .�4437. z U) 0 06/02/2020 1= w U REVISIONS: w Q No. Description Date w U ABOVE THE CENTER LINE OF THE HORIZONTAL DRAIN PIPE 0 - O Z Z U 0 SA N ISO - L11 w I- X w ST=2 CMU/METAL CONNECTOR ENGINEERINGa :�ocusign envelope ID. BA90027F-306F-48B1-A537-1FF164EA6312 4 ° 4 ° 16" n CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° 4 VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4xW1.4VVWFOR FIBERMESH ° 4 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL 0'-0" A.F.F. SEE ARCH (MAX 20" DEEP) 4 - 4„ 4" EXTENSION UNDER BRICK VENEER VAPOR BARRIER 6 BEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB r b77- �rr -cam r - Lu /\\\%\\\/\ j Q o VAPOR BARRIER/\\/ LLJ w wo / cn #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. x t� L e V 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 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 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. AEIVA2a (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES' 48" O C - U-BLOCK W/ U J (1)#4OR#5 a w CONT n y W W uJ w J w FINISH 0 GRADE 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 C 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. CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24" (1) #4 OR #5 90' BEND @ 48" O.C. 36" MAX VARIES PER ARCH PLANS a as a 4 4A 7/ \12" MIN VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION IN BRICK LOCATIONS -- ON FND PLAN 12" UNDER 1 STORY WALL w/ ADDITIONAL NO.4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 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 V-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING U 0 co �. SEE ARCH N \ O (MAX 16") U \/ p Z.MIN/\ PEX -C • �/� '\\r\\i\\ \\ \\ \\ \\ c� c� •Yi r.//i.// /// 00 N �a) FOOTING TO BEAR ON r / 0 N FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE J 16" UNDER 2 STORY WALL w/ LL (2) #5 OR (3) #4 CONTINUOUS LLI J tds (PFOONOLITHIC FOOTING SECTION true design studios DONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z LLOWING OCCUR: Q *OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" CA . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 ch PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. O t3 CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR � FIBERMESH W ~ CD ° 4 ° a 4 4 >\ UsHOMON' m / 16" VAPOR BARRIER Lu ZZ: C� 3 BEARING WALL FOOTING SECTION } z W CONCRETE SLAB W/ 6x6 (D W1.4 x W1.4 WWF OR W FIBERMESH 0f 0'-0" A.F.F. 0 4 - SEE ARCH p \ a \4 ° 1 DETAILS \�\//�. \ 4 --- -' 8" MIN LO ° /. a O O 8"x8" THICKENED 8" Z U) w FTG AT STEP-DOWN, EE VAPOR BARRIER co V J ��/ PLAN W W ly CURB STEP 4 z um SECTION U Z LV m O � J _ 8" UNDER MASONRY WALL W G W z QCONCRETE SLAB W/ 6" UNDER WOOD O WALL _ i � 6x6 W1.4 x W1.4 WWF Q OR FIBERMESH VARIES 4 SEE ARCH W -- - -- (MAX 16") Q W W uj - - _ o _!LLJ / w 4 \/ 12" MIN\�/\\/\��\\/\� J \\ ° � j r \\ \\\/\//\\\ z VAPOR BARRIER \// ° 4 Z r;\ \ �. O \ / 6" OPT. EXTENSION IN BRICK < 0 LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ d Z (2) #5 OR (2) #4 CONTINUOUS j ADDITIONAL NO. 4 OR NO. 5 _ BAR IN BRICK LEDGE 0 a 16" UNDER 2 STORY WALL w! LL (2) #5 OR (3) #4 CONTINUOUS —� Abbott Park Q 5 GARAGE EXT WALL CURB SECTION O U CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE -� - - (A FOLLOWING OCCUR: LOT 008-02 Q • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q - - - - w . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY V Q FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z Z PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. - (D } U) CONCRETE SLAB W/ 6x6 PROJECT NO: w W1.4 x W1.4 WWF OR 0 0 FIBERMESH Q 2020.004112 LL 0'-0" A.F.F. SEE ARCH Z - - _ O ---- --- - DRAWN: —4 - - - -- - - -(MAX 20" r \ \ a 4 — DEEP) ° 4° ° 4 ° 4 ' I=UI I KG LO d — CHKD: w EAF W 4" EXTENSION UNDER BRICK VENEER X ,`tttt���B �nR���I,U � . � . U� 12" UNDER 1 STORY WALL ,��� �{", S 9 ���,cn VAPOR BARRIER ��: ��. •'•E N ••�.' w/ (2) #4 OR (2) #5 CONT } om Po kgn&jd IYU: z 16" UNDER 2 STORY WALL Qft w/ (3) #4 OR (2) #5 CONT Z- Q -- - BEARING CURB STEP SECTION ;,� s`raT of .•� o OW .,� '�4437.rn TYPICAL REINFORCING Z BARS AT THICKENED FOOTING, SEE PLAN O 06/02/2020 p MIN 24" LONG #4 OR #5 �_ W \ I BAR SET AT MID -DEPTH I- (n OF SLAB, TYP ALL U_ REVISIONS: RE-ENTRANT CORNERS LL - m Q No. Description Date I� -- ---- - - w - -- - -- -- -- U' - -- G7 HOUSE SLAB O - - - Q — -- - Z -- —.! Z RE-ENTRANT CORNER DETAIL = O (RECOMMENDED) w PLAN VIEW, DETAIL TYPICAL @ ALL I— RE -ENTRANT CORNERS X W ST=2D CMU/METAL CONNECTOR ENGINEERING¢ CONCRETE SLAB W/ 64 W1.4 x W1.4 WWF OR FIBERMESH / VAPOR BARRIER 3ocuSign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 a A ' All J T-8" 5'-8" 4'-8" 5-10" 5'-4" f 3'-8" 10 3' M -8" T-8" 6'-8" T-0" 6'-8" 6'-8" 4'-10" T-8" 4'-2" 6'-8" 6'-8" 6'-8" T-0" 1 st IEV IIL S7RUC ZURA L PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" T-0" Z 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 OPENINGS04 DOWEL LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _ — _ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 36" LAP REQUIRED, TYP AS SHOWN Qo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN ❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED [61 NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN 0 rn N O O U? 't ' c`' M LJL llt .._l J 5; z U) Y U p O AM FRING KEY NOTES (CMU) Dc� � � NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > m � 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N J OPENINGS. m 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN w LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP Of PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. U, 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: } A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS U BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. z B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH w FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 0 w 4. HIGH UPLIFT CONNECTION: w • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. O • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL a? WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. � (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) It FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 t` OR (2) SDWC15450 @ MAX 16" O.C. O • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. Z 5. FASTEN EACH BEAM TO MASONRY W/ META12 (q U) — — - - - _ - --� w 07 m w w w w Q 0 LL 0 I= O 0 Q 0 0 J LL U z 0 LINTEL SCHEDULE LINTEL NO. MAX CLEAR OPENING LINTEL T COMMENTS 2 DESCRIPTION U LU L-1 16'-0" —�- 1 GARAGE DOOR -- -- 3'-0" —8F-1-32 8U8- _L-2 - L-3 — L-4 — 6'-0"-- 8'-0"" — 8F-16 - 8F-16 -- —- — - - - SGD L-5 L-6 _ _ 8'-8" 7'-0" 8F-16 8F-16 _ REAR PORCH REAR PORCH L-7 _ _ 7'-8" 8F-16 REAR PORCH L-8 1'4' 817-16 FRONT PORCH L-9.1 4'-4" 8F-16 FRONT PORCH I— x w d x m w O LU O U U- Q Ln CD 0 O z m U w H x w a- ^,A\ APEX I tds_c 1� true design studios O 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 vi O CD f` a DeRsHOMON' 01 o(n � mw w � J p U) V a o > o m LU LLI w V J LJ LJ X LL a z 0 0 w z LL w Abbott Park Q U — cf) LOT 008-02 0 - w Q z PROJECT NO: uJ 0 2020.004112 LL _ O DRAWN: KG 8 - _ o CHKD: u7 EAF w J `0%%111111#111 B &1(j V �sK i ' G�E N . 1, U) ` 1?jAn6jd bat: z cr • S'TgT w�. '•. �, ,c �s8�4437.� ., �� .,��,sSiO N z �p 06/02/2020 w REVISIONS: w No. Description Date ~ 1 PRC 07/08/20 w —' 20 U U) O _ z 0 ST=3 CMU/METAL CONNECTOR ENGINEERING¢ )ocuSign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 1 st IEVIIL RO O F& FIA O R FRAMING PIA N 1/411= 11-01' WHEN PRINTED ON 22"x34'1 ,G/1111 IV -IV VI\ (2) HTWM20, NOTE 5 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.SIZE SPACINGLUMBER SPACING---!--_._ 2x6 �— 2x8 2x10 2x12 12" 15'-5" 191_111, 23'-9" 26-0" 16" 13'-4" 1 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'-3" 17'-8" 23'-4" 26'-0" 24 9'-10" 15'4' 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' O @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %4' O @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4' 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6...................................(3) W x 4'/V LONG #14 WOOD SCREWS PT 2x8...................................(5) W x 4-Yz" LONG #14 WOOD SCREWS PT 2x10.................................(7) W x 4 %" LONG #14 WOOD SCREWS PT 2x1 2.................................(9) W x 4 %" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. STAGGERED • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 O O N u7 N W d' O O e— N N M _J LL W J J z 0 U O O w 67 J m w a G7 } z W W Of O O O O ti mot' ti z U) w z U) m w w z w af 0 LL 0 H O a O U 0 O J u_ U z } O _l O z U w I-- X w Q_ a } m 0 z O w U) O H U u- m 0 J O z U W H X w Il "000'.\ tds true design audios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 PVIA oU) � mw w um Z J p U) V m V w w w w LL Abbott Park LOT 008-02 PROJECT NO: 2020.004112 DRAWN: KG CHKD EAF 06/02/2020 REVISIONS: No. I Description I Date ST=3A .Q N W X 0 W H z a LL W J U 67 0 W H z _U Cn W 0 LL O 0 10 U) w J C� z_ 0 _z 0 w m w H w U O z O 0 CMUNETAL CONNECTOR ENGINEERING DocuSign Envelope ID: BA90027F-306F-48B1-A537-1 FF164EA6312 U TYPICAL ROOF DECK SHEATHING. SEE TABLE 2. 2x NO 2 SYP BLOCKING TO FIT TIGHT WOOD STRUCTURAL PANEL BETWEEN TRUSSES, (3)10d TOE -NAIL @ > SHEATHING REQUIREMENTS EACH END, BLOCKING MAY BE OMITTED ON SHEET ST-1. FOR HEEL HEIGHTS < 9" — — — — — — — — N TRUSS OR RAFTER TO BOND 3/4" BETWEEN TOP OF WOOD PANEL FOR MISLOCATION 18 <X<1 YZ_ FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. BEAM W/ META12 OR w v I AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d HTA16-18 W/ MIN (7) 10d x 1'/2' w (1) #5 BAR CONT. IN TRUSS (NOTE: IF META12 0 g MIN 1%2' EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 1' " <X OR HTA16-18 IS IMPROPERLY w HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST INSTALLED, ATTACH TRUSS DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F CE •' TO BOND BEAM W/ HTSM20 • VERTICALS, ATTACH TO TRUSSES AND t - (1) #4 OR #5 BAR AT CORNERS OR HTWM20) BLOCKING W/ 10d @ 3" O.C. • . • N WITH MIN. 25" LAP z — — — #5 CONT. TRUSS TO TOP PLATE SS PROPERLY WIND LOAD RATED SOFFIT I W/ OR RT7AT MOISTURE MATERIAL CONTINUOUS @ PERIMETER. •• BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C D OR SDWC15600, UNO MOISTURE BARRIER C OTHERS DESIGN PRESSURES ON SHEET ST-1. o ON PLAN BETWEEN MASONRY AND � PROPERLY WIND LOAD RATED I TRUSS OR RAFTER TO BOND BEAM W/ � v o v NON -PT LUMBER BY OTHERS _ SOFFIT MATERIAL I (1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x I VERT. REINFORCING TO CONTINUOUS @ PERIMETER. CMU BOND 1'/i' IN TRUSS (NOTE: IF META12 OR 8" CMU BOND BEAM HAVE 10" STANDARD SEE TABLE 1: COMPONENT BEAM W/ #5 HTA16-18 IS IMPROPERLY INSTALLED, POURED CELL w #5 BAR CONT. HOOK INTO BOND BEAM I AND CLADDING DESIGN CONTINUOUS I ATTACH TRUSS TO BOND BEAM W/ FROM BEAM TO FOOTING PRESSURES ON SHEET ST-1. I HTSM20 OR HTWM20) (1)COURSE CMU BOND MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - BEAM W/ #5 CONTINUOUS BLOCKING NOT SHOWN FOR CLARITY AT CORNERS MAX 32"O.C. • EVERY KING STUD TO TOP PLATE I -_ W/ SP2 OR SPT24 OR SDWC15600 WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING 2x_ NO. SPF OR BETTER @ MAX 16" O.C. I I PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) BOTTOM PLT ANCHOR W THREADED ROD ANCHOR W/ MIN 4" g PROVIDE DOWELS TO MATCH EMBED W/ NUT & WASHER IN SIMPSON N I I VERTICAL WALL ACRYLIC -TIE OR EQUIVALENT z REINFORCING W/ MIN 25" LAP ADHESIVE @ MAX 48" O.C. (IF DOWEL IS OMITTED OR OR I I IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF '/i' WEDGE BOLT W/ MIN 4'/z' EMBED W/ EQUAL SIZE W/ MIN. 6" WASHER @ MAX 48" O.C. I I EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN ° d MASONRY) U 4 4 04 77 4 � BOTTOM PLATE ANCHOR NOTES �• • n x\ • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. • INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). ���\��� j\� j/��� INTERIOR LOAD BEARING WALL EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) WALL SECTION AT ROOF ( RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: ALTERNATE WALL SECTIONS & TYPICAL DETAILS 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE T9 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. t DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH 34" OR 1%4" PER MANUF. 3" 5" 11/2' 3%4' 37 6 51. 115/16 33/4 , 3 3/4, 6 , 2 %4' 33/a" TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O O N u7 N O 4 O O N N M J ILL. W J J z 0 U O O w H_ Z) U) 0 J m w U W 0 W O O O O ti ICT u7 I` z 07 U) W z co� w w z z W O J ILL z O O U O _J LL U z (D O J O U w x w a m w O Q O H i= U U_ G7 O J O z U w x w CL t d true designs studios � 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 PVIA o I.. mW W _ Z J p U) V Q O > < 0 W W LU W Ww x a LL z O w I­_ w a w w Abbott Park Q U LOT 008-02 p w z (D PROJECT NO: w 2020.004112 0 ILL. DRAWN:. - O KG o O CHKD: U') EAF co w J `���►►►►Itttt�r�� U B ti!Uq,9 .,� cn ® k9n6td q: z ^ STATE ;OF , 4ej441: 0 • r$'�4437. '04 '9/0 N A1. ��,`,�� Z_ ,��ttttlll►►►�►` �Q 06/02/2020 p w REVISIONS: w 2 No. Description Date J H z O ST=5 CMU/METAL CONNECTOR ENGINEERING¢ )ocuSign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 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 BRACE—, SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) ROOF DEC FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH 8d RINGSHANKS I PROVIDE PANEL —' EDGE BLOCKING FOR NON -DROPPED GABLE )ORAS FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY IA- AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM 10 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/ 12" OR LESS OVERHANGS. 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1)H2.5Tw/(10)8dx1'h" 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/2" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) ROOF DECK ROOFTRUSS OR RAFTER UPLIFT CONNECTION PER TYPICAL WALL SECTION \ I• SUB FASCIA MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER PLAN. SEE TABLE 2; MOISTURE BARRIER SHEET ST-1 (PORCH ° BY OTHERS CEILING BOARD) MASONRY LINTEL PER PLAN TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) 8'-1"ABOVE F.F.E. TOP OF GARAGE DOOR Y 6-1" ABOVE F.F.E. F. ABOVE F F.F.E. 2'-9" ABOV� _ F.F.E. q.OF OPENING 2x6x12 PT CENTER BUCK " DIA. ANCHOR 2x4 PT TOP BUCK 2x6 PT BUCK EACH SIDE OF OPENING — PROVIDE (5) 48" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 %" EMBEDMENT AT EACH DOOR BRACKET, 0'-9" ABOV" EACH SIDE OF DOOR. PROVIDE 1 %" x 41 fi' THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF — CURB F.F.E. GARAGE DOOR JAMB DETAIL 17 BOND BEAM BOND BEAM ti REINFORCEMENT REINFORCEMENT TO- UJ __ (SEE WALL SECTION) w (SEE WALL SECTION) 0 0 #5 CONT. PRE -CAST LINTEL PER PLAN = FILL SOLID TO BOND BEAM = FILL SOLID TO BOND BEAM o uvi cUn (1) #5 BAR AT CORNER J W/ MIN. 25" LAP N L w z LINTEL REINFORCEMENT "v a #5 CONT. 8 F - # . DEPTH OF LINTEL 8 F -1 #—DEPTH OF LINTEL ASSEMBLY "d" - - - FILL BOTH LINTELS SOLID ASSEMBLY "d" -- W/ CONTINUOUS POUR GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND A=� 8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY PRE -CAST LINTEL PER PLAN -- MITER -CUT LINTELS AT CORNER, 8" PRECAST LINTEL. SEE PLAN. CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS 8F—# 8F-1—# LINTEL REINFORCING AT CORNER BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED ° ° 8U8 ~ LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 TYPICAL PRE —CAST LINTEL OPTIONS T„ MAX T„ MAX j6„ T M _T6„ MAX _16„ TRUSSES NEEDING BRACING O cr O O p APEX co O N O N M Zz W tds J Q J � true design studios 0 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi -� O - O O LATERAL BRACING — MULTIPLE TRUSSES w cy 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). j '02. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY 11HOMON CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W a) 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. > • j 4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). 00 5. DESIGNED PER BCSI-63, 2007. w W �.. Q ;~ CONTINUOUS LATERAL RESTRAINT WEB AAX BRACE SUBSTITUTE } N WEB MEMBER SPECIFIED ALTERNATE BRACING U SIZE \\ CLRT OR L SCAB W 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* I W — T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 O 2x6 2 ROWS 2x6 (2)2x4* C2x8 1 ROW 2x6 (1)2x8 0) 2x8 2 ROWS 2x6 (2)2x6* L-BRACE FASTENED TO LO z WEB W/ 10d AT 6" O.C. SINGLE TRUSS BRACING Z0 U) 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL W -SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN (jj MM WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z W W (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR _ ' ' 1 REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) z W AAX TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND m O GRADE AS WEB TO BE BRACED. TOP OF WALL I I I I � I I - SEE PLAN — TOP OF FINISH FLOOR SLAB w w W VERTICAL BARS TO EXTEND TO Z O TOP WALL AS SHOWN. MIN W > Q Q 6" BEND INTO BOND BEAM -------- ---- --- o J W o d, w x Ir- Z Q - 0 ZO \- J LU - - d Z ry Q LL p W Abbott Park Q PRECACr LINTEL SEE O 0 PLAN U- LOT 008-02 _ w H EXTEND REINFORCING TO Z END OF PIER W/ 6" BEND TO Z LAP WALL REINFORCING AS SHOWN. (� w MIN (2) SOLID FILLED & O PROJECT N0: 2020.004112 W REINFORCED CELLS W/ NO.5 W VERT. BAR ADJACENT TO = DRAWN: GARAGE DOOR OPENINGS. U KG _ O NO.5 VERT. BAR IN FILLED CHKD: CELL AT EACH END OF PIER x EAF W W a J NO. 5 DOWEL TO MATCH EACH Q tJ1y�11fill, Q SOLID FILLED & REINFORCED x ♦`�,K B MU�y'1•,, U , CELL EXTENDING FROM FOOTING Q �� Q.� •.••••••.•'7.�j1 �i� TO LAP WALL REINFORCING �i 0�:•••�C E N S • 9L- �i � W/ MIN 25" LAP UNLESS NOTED y ®n�'� ML: Z OTHERWISE ON DOWEL & LINTEL "'77 PLACEMENT PLAN. MIN 6" BEND Wft AT BOTTOM. - Z - w. f STATIE-OF4/1 CONCRETE O ,, •, A FOUNDATION WORK W �i� . • p��? - 4437.c� PER PLAN SSi O •...••�`j, 0 Z �- -- U) � I o O6/02/2020 w v REVISIONS: w ILL // / / Q No. Description Date Lij CO 0 1 0 GARAGE SHEAR PIER 0 7- ---- -- Z _ 0 � o w I— x w ST 6 a CMU/METAL CONNECTOR ENGINEERING¢ iy: A