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HomeMy WebLinkAbout8132 Wheat Stone DrSTRUCTURAL SHEET NO. 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 ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS DR HORTON A4DB DELRAY Abbott Park, ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN ELEVATION B LOT 004mO2=A BUILDING CODE SUMMARY I 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 WTH THE REQUIREMENTS OF CHAPTER 656. ZONING CODE FOR RESIDENTIAL DISTRICTS INCL MAX BLDG HGT OF 35' AREAS VOLUMES CONDITIONED AREA 1st Floor ;2034 SF j 2034 SF UNCONDITIONED AREA Garage - _ _ - A59 SF Ent 28 SF Lanai 1218 SF 705 SF Grand total 2739 SF 1st Floor 18982 C Grand total _ 18982 CIF wo N.L WORK SHALL CD I COM; CODES E E Ul tic CC 'ILLS Rap VE CITY 0f ZEFH &DINpNCE$ VIEW U� ��� CsQO Pkw 0 0 O O N APEX � C 14 co J U- i W J tds J � true design studios }� z 'O' V^ / U 9000 REGENCY SQUARE BLVD. ¢ SUITE 100, JACKSONVILLE, FL 32211 Cn _p O O r' ip all (n W � I_- DitH0190N f 4- W -1 s C� U z W U' W w O O O O f` It tf� o Q Cn z 1 1 W 00 z —! z U w m LU O cn w W pw Q z > o W m w o p _, w w Lu w O x -i X z Z O z O ww O H a z O a U W p W Abbott Park Q O U _I (n U- LOT 004-02-A 0 ¢ w z Z _ O OPROJECT NO: w -1 2020.001722 O LL DRAWN: O U KG o w" CHKD: L0 f JAC X W w �IQ ¢ X U U) 00 z_ 0 z O � w U) 2 O ¢ zz_ U > O 02-25-2020 F= w U REVISIONS: LL � ¢ No. Description Date w � J ¢ >- U C� O 1— Z z = O IU � w 1-- X W 0000 a ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER MAIN DISC. 150 OR 200 AMP UNDGND SERV. BY POWER CO. y, Footer Re -Bar (sized w6 according to r foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service ;e. location. Connect to footer steel w/ (2) ground clamps 5' apart II I LIFER GROUND DETAIL N.T.S. 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. A/C DISCONNECT #12 COP PER TO APPLIANCES AND GFI TYPICAL ELECTRICAL �_ #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER I— #8 COPPER TO RANGE �— #6 COPPER TO HVAC N.T.S. ``z ='- #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 s 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 BILK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER, REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC 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.) / 300 = 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 GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, • ALL CONSTRUCTION SHALL MEET THE LATEST COLUMNS AND TRIM SHALL RECEIVE A SAND EDITION OF CODES ADOPTED BY THE LOCAL FINISH. SEE ELEVATION FOR DEPTH OR RAISED GOVERNING AGENCIES BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND • PER FBC R302.5 NO OPENINGS FROM A PRIVATE WINDOWS AND DOORS MAY BE OPTIONAL PER GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING COMMUNITY SPECS -SEE COMMUNITY AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, SPECIFICATIONS OR CONSULT THE INSULATED STEEL OR 20 MIN. FIRE RATED DOORS CONSTRUCTION MANAGER. ALL BANDING SHALL NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED RECEIVE A SAND FINISH WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING • ROOF COVERING SEE COMMUNITY SEPARATING THE GARAGE AND DWELLING SHALL BE SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL CONSTRUCTED OF MIN. 26 GA, SHEET METAL, 1 INCH SHEETS FOR SHEATHING REQUIREMENTS MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO • FLASHING SHALL BE INSTALLED AT WALL AND OPENINGS INTO THE GARAGE ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS: AT GUTTERS, AT ALL CHANGES IN PER FBC TABLE R-302.6 GARAGE SHALL BE ROOF SLOPE OR DIRECTION, AND AROUND ROOF SEPARATED FROM RESIDENCE AND ITS ATTIC W/ OPENINGS MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE • WINDOW PAN FLASHING SHALL BE IN WITH TABLE R702.3.5, HABITABLE ROOMS SHALL BE ACCORDANCE WITH FBC R703.8 SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A • WALL HEIGHTS VERIFY ALL BEARING WALL FLOOR -CEILING ASSEMBLY, ANY STRUCTURE HEIGHTS WITH FINAL TRUSS LAYOUTS SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • LATH PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF . PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE WHERE THERE IS USEABLE SPACE BOTH ABOVE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE AND BELOW THE CONCEALED SPACE OF A j NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR FLUOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, INSTALLED SO THAT THE AREA OF THE CONCEALED SPACED NOT iv10RE THAN 6 INCHES (152 MM), OR SPACE DOES NOT EXCEED 1,000 SQUARE FEET. AS OTHERWISE APPROVED DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND j • PLASTER PER R703.72, PLASTERING WITH INSTALLED PER FBC R302.12 & R302.12.1 PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR VJiRE LATH AND SHALL BE NOT LESS • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED THAN TWO COATS WHERE APPLIED OVER FLOOR SURFACES LOCATED MORE THAN 30" ABOVE MASONRY, CONCRETE, PRESSURE -PRESERVATIVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS TREATED WOOD OR DECAY -RESISTANT WOOD AS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 SPECIFIED IN SECTION R317.1 OR GYPSUM OPEN SIDES OF STAIRS WITH A TOTAL RISE OF BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE FACING MATERIAL OR IS COMPLETELY SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT CONCEALED, PLASTER APPLICATION NEED BE MEASURED VERTICALLY FROM THE NOSING OF THE ONLY TWO COATS, PROVIDED THE TOTAL TREADS THICKNESS IS AS SET FORTH IN TABLE R702.1(1). i ON WOOD -FRAME CONSTRUCTION WITH AN . PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT SIDES OF STAIRWAYS, RAISED FLOOR AREAS, EXTEND BELOW, LATH, PAPER AND SCREED. THE BALCONIES AND PORCHES SHALL HAVE PROPORTION OF AGGREGATE TO CEMENTITIOUS INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES MATERIALS SHALL BE AS SET FORTH IN TABLE i WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" R702.1(3) OR MORE IN DIAMETER WEEP SCREED PER R703.7.2.1 A MINIMUM INCH (NO. 26 GALVANIZED SHEET . PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES GAGE), CORROSION -RESISTANT WEEP SCREED OR GAGE), ' OR FENCES CONTAINING OR FACING HOT TUBS, PLASTIC WEEP SCREED, WITH A MINIMUM SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR (89 MM) SHALL BE PROVIDED AT OR BELOW THE SWIMMING POOLS WHERE THE BOTTOM EXPOSED FOUNDATION PLATE LINE ON EXTERIOR STUD EDGE OF THE GLAZING IS LESS THAN 60 INCHES WALLS IN ACCORDANCE WITH ASTM C926. THE MEASURED VERTICALLY ABOVE ANY STANDING OR WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES WALKING SURFACE, SHALL BE CONSIDERED A (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A HAZARDOUS LOCATION. G.C. TO VERIFY IF TYPE THAT WILL ALLOW TRAPPED WATER TO HOMEOWNER SELECTS ANY OF THESE ITEMS DRAIN TO THE EXTERIOR OF THE BUILDING. THE LISTED. IF ANY OF THESE ITEMS LISTED IS WEATHER -RESISTANT BARRIER SHALL LAP THE INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL TO BE TEMPERED COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • PER FBC R312.2, PROVIDE WINDOW FALL • WATER -RESISTIVE BARRIERS PER R703.7.3, PROTECTION IN ACCORDANCE WITH R312.2.1 AND WATER -RESISTIVE BARRIERS SHALL BE INSTALLED ! R312.2.2 AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL . GAS OPT. PER COMMUNITY. VERIFY WITH BLDR INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. • C.J. = RECOMMENDED MASONRY CONTROL JOINT THE INDIVIDUAL LAYERS SHALL BE INSTALLED LOCATION INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ; . ALL FINISHES, MATERIALS; HOUSEWRAP, WINDOW ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE I AND DOOR FLASHING, TAPING AND SEALANTS TO BE WATER -RESISTIVE BARRIER IS DIRECTED i INSTALLED PER BUILDER PROVIDED BETWEEN THE LAYERS �I 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 O O N PEX N aW O N 0 O Q ct5 N N M � J 6. LL LU tds J N true designs studios Z O W U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 Cn O -a O W C w Cy 11HOMON' J w m W U U Z W W IY O O O O u7 >= ti b V , (� MM W W WOf Z W W m Uj 0 cn w QW w Q 0 Z_ CD > Q Q Z W W 0 0 � W W r` O LL X Z QO Z H 0 w w O f- a Z O a U W Q W Abbott Park Q O W "- LOT 004-02-A o Q w H Z_ Z (� U) O PROJECT NO: W 1 2020.001722 O w DRAWN: O U KG fw— CHKD: LO x JAC w w � U Q } C� m Z 0 W Z 0 O w U) � O Q Z Z U) 0 02-25-2020 1= w U REVISIONS: Q No. Description Date ~ w (n J Q >- U C7 U) O I- Z Z = O U 0 w H X W AOOO a Q CY) m r zo M N VERIFY AC CON iv LOCATION 0o W/ SITE PLAN cV w Ln cN w cll:_ W = v1 O N LD0 M N 70'-0" 17'-8" 5'-8" 5'-10 1 /2" 5'-3 1 /2" 11'-4" 01 2'-8" If 21'-6" 01 31'-10" I I 11'-4" 27'-0" _ I I i i I I VERIFY AC COND I j LOCATION 3010 FX TEMP 3052 SH TEMP EGRESS W/ SITE PLAN Y 2'-0" WRAP'i HB 8'- 0" H.H. 8'- 0" H.H. - - -- - 1S&1_.R 9'-4" CLG is 127 N N4 9 t� 36"x60' 410 — - - - - - - 120 p -m2p21068 21068 125 o N ;`� o ifl o FU X OWNERS SUITE - 9'-4" CLG 161 9'-4" CLG / OWNERS BATH 2106 9'-4" CLG I WH I 160 = GARAGE C) ul m WIC is _--J r— � 9'-4" CLG t " 9 -4 CLG in I I O ---- ------- � i °' `n 2106 I N I LH J 3'-2" L-- J 21'-0" c� 0 8 1 /2tt L EC H _ N 163 9� 4" CLG , i - 4'-10" 12'-2" 8'-2" ]LAUNDRY 2868 9'-4" CLG I - o - 0 9'-4" CLG 16'2 18 1 8'-8" M oo o N - 11 101 co �� � o LO i I GREATROOM Q _ I I 9'-4" CLG N _ -_--- 105----- ----------ffifflfflommmomm fV `" I E I I _ 6_10" 8 6-4- 8" = �r 9'-2" - - 2 - 1I I I o `' o (� v�i ° `' o ao Fp YER 4�� �r o N ENTRY Y I o 9 -4 _ I WR o I I I I LJ I w 1 -1 91 CLG I o00 12 -4 7 -5 4 -3 2 -2 13 -6 7 3 _p - 4 6 N 6 0 2'-0" _ WRA I OUIDOOR - - HVING 102 ----- 105 9 -4 CLG I �.-- _ v I 00 9'-4" CLG 00 j 0 1 1108 _ \ N N - - I !41 -- - - - - -- °�° I 668 21068 166 of OO vo / `v 3 Y `�' W N i DINING ' 3 SHS 3 SH5 w 2 I I 9 4 CLG 130 142 2 -8 2 -4 BEDRO O M 3 TH 2 BEDRO O M 2 =- I I o 0 I 9'-4" CLG 9'-4" CLG 9'-4" CLG I I (� rn j ^� oo KIM LIEN _ 101 0 ao io 9'-4" CLG - �� I I _ 00 143 N PANTRY = .. �- O i0?f N c* O c ..... N CV -- O I I CD9'-4" r CLG Ln t t i I — - cli _ O c: 180 CD 3 SHS cl 123 _.._. _ - 1777 - -1 -11! - - - -- - -- 1 2020 FX 2020 FX 2020 FX 3052 SH TEMP EGRESS 2'_0" �� 8' - 0" H.H. i HB t 8 0 H.H. i it" 8 0 H.H. t 8'- 0 H.H. WRA --180 2_8" 3'-6" �I 3'-4" � 25'-2" '-4 25'-0" 1 tom„ 8,_0,t 21'-2" 5'-0" 11'-2" 1 /2" 5'-3 1 /2" 10" 2'-4" 11'-8" 9'-4„ 59'-10" _ 70'-0" 1st IWELFIAORPIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) i 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 0 102 - DOUBLE WALL (2-2x4 U.N.O.) 0 103 - 42" HIGH HALF WALL WITH CAP � � APEX 104- DOOR HEIGHT DIFFER (RE: COMMUNITY/BLDR SPECS) 04 105 - INTERIOR FLAT HEADER at 8' U.N.O. CR (SEE PLANS FOR WIDTH) o 106 - INTERIOR ARCHED HEADER (from 7'-4" to 8') rn (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE N 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW M 109 - 36" HIGH HANDRAIL LL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE LLJ -OR- 20 MIN FIRE RATED tds 111 - ATTIC ACCESS - SIZE AS NOTED j -� 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. Z true design studios (SEE PLANS FOR WIDTH) O 120 - RECESSED TILE SHOWER - SIZE AS NOTED Y 9000 REGENCY SQUARE BLVD. 121 - TILE SHOWER WITH CURB - SIZE AS NOTED Q SUITE 100, JACKSONVILLE, FL 32211 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 124 - GARDEN TUB - SIZE AS NOTED p 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE W ON 42" H 1/2 WALL w/SLP TOP ~ 127 - SHOWER SEAT AT 18"x18"x20" U) 041HOMONs 128 - SHOWER BENCH 129 - LAUNDRY SINK o r 130 - SINK J m 140 - OVERHEAD CABINET LL1 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER Q 143 - RANGE WITH MICRO HOOD O 144 - COOKTOP U) 145 - DOUBLE OVEN �- 146 - WASHER - OPTIONAL U 147 - DRYER - OPTIONAL Z W 0 160 - INSTALL MECH PROTECTION PER CODE W 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY W 162 - LOUVERED DOOR p 163 - METAL A/C STAND O O -,k 180 - EXTERIOR HEADER (RE: ELEVATION) >= 181 - SYNTHETIC STONE ER VENEO w_ _ a Z W cn QC m N ' w L.L t Z -� z W LJ.I O w w QW Z Q O I�C9 I co I C9 v m M C7 > Q Q Z W 0 W Q W cWc � C 0 W W O �' �/ i X z a LL� Z Z O O I- 0 W O � Z O n. U U_ 0 W Abbott Park Q O U) UL Q LOT 004-02-A W U Z `Zn O v PROJECT NO' W 2020.001722 0 1 O Z DRAWN: — O = KG U 0 wCHKD' LO x JAC co W J CL Q U X co m Z_ 0 2 W Z O � W � U Q Z_ O 02-25-2020 H W cn U REVISIONS: LL H Q No. Description Date W V) J (D cn O I-- Z Z = O U 0 W X A110 a. Q RIG HT E "A MO N 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT VENT PROP PROP ,I Area HIGH LOW # RATIO HIGH [LINEAL FT LOW 2738 SF 657 in2 657 in 5__] 115 575T 160 1470.4 �0 5:12 ROOFPIA N 1/8" = V-0" WHEN PRINTED ON 22"04" ®m Mff E "A MO N 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1 st LEVEL B-RG _ 9, - 4„-------- 00 1 st LEVEL FIFE 1 899 AD N-IfIw 1/8" = 1'-0" WHEN PRINTED ON 22"x34" C 12 5 12 5 __1st LEVEL BRG� 7777,7777 = 1st LEVEL FFE 1st LEVEL BRG� 1 st LEVEL FFE.. --------------- ---- 01 0 ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 112" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7B" (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 i N 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 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 27x TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED -1" PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. 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 - V DECORATIVE DRAIN T1 LES 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 6'40"A_F.F. U.N.O. BUILDING HEIGHT AFF HEIGHT ABV ,�--�--------------------------------------------------------------------------------------- ------ - - — --- --- ---- - -�-- GRADE- --BUILDING HEIGHT GAFF 1T - 11 7/8" 18' - 7 7/8" 1T - 11 7/8" 12 FYPON BKT7x12x4 264 4' ENTRY HEEL FYPON BKT11x20 264 -- --- — ---- -`------------- 260 4' �\ — - - - - - 4' ENTRY HEEL ---------- ---- - ------ 13' 4° 221 4" 1260 _=. - =� 201 1st LEVEL_BRG ----- 4" 260 — 18"x62" 263 D 1 st LEVEL FIFE - - FRO NT EIEVA rlIO N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" —3068 w/ 3010 TRANSOM ABV O U O O O N .PEX_r_ U O N o m tt3 N M -�»> _j U_ d W t S J N true design studios z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn O_ O � O4-1 w H RHOMON' N 00 Aws�A$ &'wee w IY Q 0 U U z W W (Y O O O >= O� ti O Q w z Li W M L.I.J z J z Lu � w m LLJ w w w Q w Q z 5 > Q Q z w o -� w W 0 w w o � LL LL X z Q `� O z O LU W O CL z o a_ U I.L. p w Abbott Park Q O U J (� U_ LOT 004-02-A o Q w I— z z (D C� O PROJECT NO: U) W —j O 2020.001722 w O DRAWN: KG 0 U LU CHKD: LO X JAC CL Q X UU) U) 0000 z W z � o O W � Q z z � QQ O 02-25-2020 Q 1= w U REVISIONS: U_ m Q No. Description Date W � J Q CD O �- z z = 10 U 0 W X W A200 CL Q mm .c v PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A PANEL. SERVICE: 120/24QV, 10-3W MOUNTING: SURFACE DESCRIPTION LOAD TYPE POLES $RK CIRCUIT NO. PHASE::BRK CIRCUIT NO. POLES LOAD. TYPE DESCRIP nON WATER HEATER F 2 30 1 A 2 20 1 R KITCHEN APPLIANCE 3 B 4 20 1 R KITCHEN APPLIANCE 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 FLEX 15 B 16 20 1 L,R OWNERS OVEWRANGE F 2 40 17 A 18 20 1 L,R GARAGE/EXTERIOR 19 B 20 20 1 - SPARE _ REFRIGERATOR F 1 20 21 A 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 B 24 20 1 - SPARE DISHWASHER/DISPOSAL F 1 20 25 A 26 20 1 - SPARE MICROWAVE/HOOD F 1 20 27 B 28 20 1 - SPARE LAUNDRY R 1 20 1 29 A 30 20 1 - SPARE AN 1 s t IEV II.A E I W RUC A L PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" ELECTRICAL LOAD CALCULATIONS CONNECTED DEMAND LOAD LOAD DESCRIPTION LOAD (VA) FACTOR (VA) GENERAL LIGHTING 3 VA/FT2) 6102 - - SMALL APPLIANCE 1500___ - - - SMALL APPLIANCE 1500 - - LAUNDRY CIRCUIT 1500 1--- - - -- --- DISHWASHER 1500 WASTE DISPOSAL 800 WATER HEATER 4500- ! - OVEN/RANGE 14900 MICROWAVE/HOOD - 1000 ---- ------�------- - ---- GARAGE DOOR OPENER 600 � -- _---- --T- -- ---- - - DRYER 5400 -- GENERAL LOAD 10000 _ 100% 10000 29302 _- 40% _ 11720.8 6438 100% _6438 - - ----T- GENERAL LOAD HEATING/AC (2.5 TONS t 3 kW) TOTALS 45740 28159 120/240VSERVICE/FEEDER LOAD (A) 117 _ MAIN BREAKER (A) r _20-0- VERIFY AC COND LOCATION W/ SITE PLAN ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME f4 4-WAY SWITCH GARAGE DOOR BUTTON - - DIMMER SWITCH �l—L' -- GARAGE DOOR p OPENER k 220 VOLT OUTLET 8I GFCI DUPLEX OUTLET - -� - - GF - -- DUPLEX OUTLET --��-.11-- -- G -- CEILING OUTLET AFCI DUPLEX OUTLET R FLOOR OUTLET AR}..-- - - -- - �1 B JUNCTION BOX CS)i SMOKE DETECTOR CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET P SERVICE PANEL TELEPHONE OUTLET SERVICE METER © GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT-- DOUBLE SCONCE - _ STRIP LIGHT ® STAIR LIGHT - - I BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN - VENT TO EXT CLOSET CASTER ® CASTER LIGHT UNDER CABINET LIGHT PULL CHAIN LIGHT KEYLESS LIGHT �} FLUSH MOUNT LIGHT f-(:>HANGING HANGING LIGHT HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT ® FLUORESCENT LIGHT RECTANGULAR FR ROUND PRE -WIRE FOR CEILING FAN( CLG FAN ROUGH -IN ;? PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN LIGHT �\ V ' ` (i ROUGH -IN 0 t> O O O O N APES V O N rn Q N N cM J Q LL s J t S J N true Oesign studios Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi O_ O O � r- j W H O 11HOMON' r .« J m Wzzz Q}• Z) s a U W W w O O O O� i >= o Q U) Z Lu m w Z J L7 I..L Lu z c m W 0 cn W W _< 0 U > Q Q Z w w o 1 w Lu Lu O i X z Z O Z Q O 0 x w O F- 0- Z Of W_ O a U LL Q w Abbott Park Q O U J (n LL LOT 004-02-A o Q w U Z Z� OPROJECT NO: W -1 2020.001722 w LL O DRAWN: O U KG o w CHKD: LO JAC cn x w w Q U Q � } U m Z 0 w Z O � C7 Q Z Z 07 0 02-25-2020 1= w U REVISIONS: DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTES 3 4 1 TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 �*Ia1L I Building Code Florida Building and Residential Codes , Bch 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 (PER FRC) 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 ..................................... 11 ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF ........................0.18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING .............................................. Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL / 240 WOOD I JOISTS ............................................... TL MAX 1/2' LL / 360 BEAMS'............................................................ .TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED 3/" DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0-20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 VINYL SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301.2 (7) 1 I L 4.0 F 1 ST FID O R (NP) END ZONE DESIGNATION p 0 STUCCO AND DIRECTLY MIN'%32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR ('/s' 24/16 Ix = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE w ^ 1 r- N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. wWI_ Z U J �- ALL OTHER VENEER MIN' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL /6 (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) x C� TILE ROOF MIN'%2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION wz (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND = w 8" O.C. IN THE FIELD O < z SHINGLE AND METAL ROOF MIN %5' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 = `J U)O.C. (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" fr IN THE FIELD. FLOOR DECK SHEATHING: 2/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O C 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 %" 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 i5/2' 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. t5/32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL R PLYWOOD.. SHOULD BUILDER SPECIFICATIONSALL W MIN BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB O 00 ALLOW, 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. 15/2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. 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 NOTFS 1 2 3 4 DIAMETER LENGTH 8d COMMON 0.131" 2-Y2" 8d RINGSHANK 0.113" 2-/8" 10d x 1-/2" 0.148" 1-Y2' 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-'/" 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. TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE'/2" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN 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 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 OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA 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. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON SIMPSON FASTENERS USP USP FASTENERS (8)%X 1 %" SDS SCREWS (8)%" x 1%2' 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'/2' EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 Y2" IN (18)0.162"x2'/2"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 Yi' MTW12 (7) 10d x 1 ''/2" ( NOTE 2) §8" 0 x 6" EMBED ANCHOR � 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 Yz" 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) §8' 0 x 6" EMBED ANCHOR §8" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7i8" 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 x 1 %" IN TRUSS (7) 10d x 1 '/V IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) W x 2 'W' TITEN (5) ''/4" x 2 Y4" TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 '/2' IN TRUSS (9) 10d x 1 '/2' IN TRUSS (11) 10d x 1 'WIN (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 '/2" IN STUD STUD (12) 10d x 1 '/2' IN (8) 10d x 1 Y2" IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) §8" 0 x 7" EMBED EPDXY §8' 0 x 7" EMBED EPDXY (12) 10d x 1 '/2" IN (4) /4" x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/" IN (5) 8d x 11/2' IN ABU66 §8" 0 x 7" EMBED EPDXY PAU66 §a 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 Y2" IN RT7AT (5) 8d x 1 Yi' IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1'/2" IN (5) 10d x 11/2" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1 Y2" IN TOP PLATE (5) 10d x 1 Y2" IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) W x 2 'W TITEN LUGT2 (5) O" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT HUC212-2 (22) 16d COMMON IN HEADER HD212-21F (22) 16d COMMON IN HEADER (26) 16d SINKER (28) 16d SINKER IN WALL 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 (1 WALL FRAMING (12) SDS %" x 2 Y2" LUGT3 FRAMING (12) WS25 W x 2 Y2" + + (4)/4" x 1 /2" SDS SCREW (4) '/4" x 1 Yz" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)'/4" x 3" SDS SCREWS HGA10 (4)'/4" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS'/:' x 1 Y2" SCREWS (4)'/V x 1'/2' WS15 SCREWS HGAM10KT IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4)'/4" x 13/4" 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 2017-2018 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 '/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES W 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF Y4" 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. OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD Eb"J EA"H WAY C:) OSB ORIENTED STRAND BOARD O WSP WOOD STRUCTURAL PANEL N LO SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR 04 04 CONT CONTINUOUS 00 Q.0 ON CENTER 4 LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. (3'/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 %" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 %" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 ''/2' WIDE, UNO. N SYS 42 PROPERLY RATED OPEN WEB HEADER �(V INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS � -- OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS LLI INTERIOR BEARING WALL WITH NO UPLIFT NO UPLIFT ANCHORS REQUIRED. MINIMUM J BOTTOM PLATE ANCHORAGE IS Y2" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) Z 0 STRUCTURAL WOOD BEAM Y STUD COLUMN KEYNOTE U Q NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. O 2 2 STUDS U) W �o 2 ANCHOR - C7 - NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS O TO MATCH WALL FRAMING SIZE AND GRADE, UNO. w ADDITIONAL CLARITY F- FOR THE E LOCATION OF THE STUD COLUMN W BOTTOM OF STUD COLUMN CONNECTION Q 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN > 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. m "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN (L NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE < Q HEADER STRAPPING KEYNOTE � NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD TYPE OF STRAP CONNECTING HEADER TO JACK STUD } 1 MSTA24 S`--- U 1 DTT2Z Z KING/JACK GROUP BOTTOM CONNECTION w 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP - -- 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD LLLI GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. w i -- -- NUMBER OF HOLDDOVVNS/STRAPS AT BASE OF KING/JACK GROUP 00 NON -BEARING HEADER FRAMING KEYNOTE a) [ NO HDR = �-- NUMBER OF KING STUDS EACH SIDE OF OPENING L - - HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY ti LOADED CONDITIONS ABOVE O #2 SYP HEADER FRAMING KEYNOTE Z -- - (2) 2x10 - 1 12 NUMBER OF KING STUDS EACH SIDE OF OPENING U) (n w NUMBER OF JACK STUDS EACH SIDE OF OPENING z DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER m ENGINEERED LUMBER HEADER FRAMING KEYNOTE w w (2) 9 '/2" LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING _Z z HEADER MATERIAL (LSL. LVL, PSL, OR SYS42) w DEPTH OF LOAD -BEARING EWP HEADER Q NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) w HEADER FRAMING ° J LL 1. ALL HEADER .JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. Z STAGGERED. 0 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN f- EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. Q 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. IY 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS O 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. � 6. UNO ON PLAN, MIN (1) SDWC15(:00 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST U FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1-'/2" @ 16" O C. OR 0 • DSP w/ (14) 10d x 1-1/2" @ 16" O C. OR LL • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS wl (14) 10d x 1 '/2" (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. - U z FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. 0 ANCHOR BOLT; THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S 2 SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY.. UNO. ALL WATERPROOFING AND FIRE SAFET' H SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN X TABLE 2304.9.1. m 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. Q 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q SYSTEM TO FOUNDATION (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 7 FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. co 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM ❑ THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. w 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD Z O w Q z U) O LL a U) C� O z U w F- X w a - A 10 Amyx AM tdsL2 .Q true design studios � 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 tm M W � Q W Q ❑ J W Q LU w 2 ti x LL Q Z O w z 12- LL w Abbott Park J U U) LOT 004-02-A ❑ w F- z 0 PROJECT NO: w 2020.001722 ❑ LL ° DRAWN: KG o CHKD: LO EAF U) w J U i11i1fill, (n %.�`'` tN LAIy �J• G ENS • ��� Z �i N 8 66 Q •�j- 7C ­13 * •q: ❑ r ; � S TE OF i 0 N A % •�`�` 02-25-2020 Q w REVISIONS: No. Description Date ~ w J Q U U) F- z O ST-1 CMUIMETAL CONNECTOR ENGINEERING 9 70'-0" 1'-4" . 8'-0" L 1 59'-10" FO UNDA MO N PIA N 1/4" = V-0" WHEN PRINTED ON 22"04" (DO W EIS VARY PER EIEVA rH_O N ) 3'-0" III eo N N M I J _ 2020 V1.0 GENERAL FOUNDATION NOTES: 0 • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND O HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. N _O • EARTH AND EARTH FILL SUPPORTING SLABS GRADE IS LO O ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND APEX SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. -� COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 N U PROCTOR MAXIMUM DRY DENSITY IT IS THE OWNER'S OR 1 X CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O N IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O • SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT ' EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB `— IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL. PLANS FOR LOCATION OF SLIDING GLASS DOORS. co • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE —j , INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL V- SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL i J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J t S SHEET ST-2D. design studios > Z O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O i 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX OO AJ EDGE w/ (1) #4 CONT I_g� COLUMN, FTG TO BE N PROJECTED MIN 6" AS SHOWN w 24"SQx20" DEEP FTG N C 16"SQx12" DEEP FTG �� J w/ (3) #4 DoRsHOMON' a) 30"SQx20" DEEP FTG r -) 36"SQx20" DEEP FTG, + E w/ (4) #4 EW �F I w/ (4) #4 EW J mApwl�of 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP w G- wi (5) #4 EW, T86 rH AS SHOWN, SEE MASONRY Q NOTES ON ST-1 -I 1 1/2" SLAB EXTENSION -� --- AT FULL ROUGH (n OPENING WIDTH U Z w (D w w O O O LO I- >111111 L Z VJ co W U) 9 w m �/ U J z w co Uj O c) w w Q z Q G z a im LV o _j Lu O w W ti _j x wLL 0 0 i= o z O a U W Q w o � Abbott Park Q O LOT 004-02-A o H z z 7, O PROJECT NO: W rR \, ' _j 2020.001722 UL DRAWN: O U KG o O x --� S 7 W tt� CHKD: X EAF LA q1v 4" o 5 6 Z p� 771V Z O .9 .. 7 ��,n\ 3 p:• S TE OF : ��� I �F .4R��•••N.` Z coo Z �'s`,5�0 N AI E�, 31 Z) 02-25-2020 0 e7 �oFU U REVISIONS: W U Q No. Description Date w (n J Q >- U SA N Y A RY ISO M EIRIC o Z z O = o U w I— X w ST=2 0- CMU/METAL CONNECTOR ENGINEERING¢ CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH � ° d ° - -\\ /x`/ VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0"A.F.F. SEE ARCH (MAX 20" DEEP) d /x/ 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *gEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. — — — — — — — Q LU Q o VAPOR BARRIER - //\\\/ w � 0 o #4 OR #5 VERT REINFORCING / UP TO 3 COURSES: 72" O.C. //\\//\// X 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM\/ ADDITIONAL #4 OR //�\ �' #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE NOTED ON FND PLAN 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 2 )STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U U) (1) #4 OR #5 WWF OR FIBERMESH > e Q ~ cn w CONT 0 FINISH O GRADE LO #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. p o o FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 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. CONCRETE SLAB W/ 6x6 () W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24" (1) #4 OR #5 90' BEND @ 48" O.C. VARIES PER 36" MAX ARCH PLANS ° d ° /\ 1 / / / \\ / /` ° \ r \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 (ol A1 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 T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB Wi 6x6 W1AxW1.4WWFOR FIBERMESH c �\ VAPOR BARRIER U 0 > E O SEE ARCH C3 (MAX 16")O _ o — - N I O 04 N cl FOOTING TO BEAR ON FIRM UNDISTURBED OPT. EXTENSION IN BRICK L SOIL LOCATIONS ON FND PLAN N N 12" UNDER 1 STORY WALL wi M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE U_ 16" UNDER 2 STORY WALL wi Ic (2) #5 OR (3) #4 CONTINUOUS W J tds J-6 true design studios MONOLITHIC FOOTING SECTION z 1CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: Y • 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 Vi FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 00 CONCRETE SLAB w/ 6x6 w cy c (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR w FIBERMESH j 0 --- ---- - - -- -_ - - s— --�co sHOMON' 16" ) VAPOR BARRIER Q 0 U) 3 BEARING WALL FOOTING SECTION U z w 0 w CONCRETE SLAB W/ 6x6 -� x W1.4 x W1.4 WWF OR FIBERMESH o -- - 0' 0" A.F.F. cy) SEE ARCH DETAILS �} d ° 8" MIN o Cn z LLI 8"x8" THICKENED 8" W W W FTG ATI VAPOR BARRIER L.L STEP-DOWN, SEE � PLAN_ �4 CURB STEP SECTION m Uj O w w 8" UNDER MASONRY WALL Z_ - 1 6UNDER WOOD WALL 5 > O Q CONCRETE SLAB W/�-`--� " � IZ � � Q Q 6x6 W1.4 x W1.4 WWI` OR FIBERMESH - --_--_- - VARIES Q w SEE ARCH Q G LL X - -- _ LLLL /\/ Z< z • / / \\/� \/\\/\\\��\/%\//�\/�\\//\\ 0 O LU 6" OPT. EXTENSION IN BRICK O E- _I 1 LOCATIONS ON FND PLAN a z 1-._..- ADDITIONAL NO. 4 OR NO. 5 U BAR IN BRICK LEDGE Q W � Abbott Park JQ 5 GARAGE_ E__XT WALL CURB SECTION U) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE w LOT 004-02-A 0 FOLLOWING OCCUR: Q Fw- • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ Z FROM STRUCTURE STEEPER THAN 1'4' VERTICALLY _0 PER 3-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. (n O PROJECT NO: W CONCRETE SLAB W/ 6x6 J 2020.001722 W1.4 x W1.4 WWF OR FIBERMESH Z DRAWN: O -----_ - - A.F.F_ SEE ARCH U KG o (MAX 20„ ° d ° ° a DEEP) CHKD: U) X EAF W W 4" EXTENSION X U UNDER BRICK VENEER <��`''iN' Lq ���,�♦ ------------ ,, 12" UNDER 1 STORY WALL ••••N •� ♦ 0 Z W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `� •'�,\�� E N S'� ♦�♦' ' Q i i 16" UNDER 2 STORY WALL Z * NO $5 66 w/ (3) #4 OR (2) #5 CONT 6BEARING -CURB STEP_ SECTION �:,. S ATE OF ••:� U) / Q ♦♦ �cs • O R , • • C? ��` z TYPICAL REINFORCING i BARS AT THICKENED Q 02-25-2020 FOOTING, SEE PLAN F_ w j -- MIN 24" LONG #4 OR #5 U REVISIONS: BAR SET AT MID -DEPTH _ OF SLAB, TYP ALL U_ I— j No. Description Date RE-ENTRANT CORNERS Q W �I -— — — — ---- (A J HOUSE SLAB 0 O i RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS VAPOR BARRIER z O 2 � U w I— x W ST=2mD d CMU/METAL CONNECTOR ENGINEERINGa v I 1 ST I" EL DOWEL PTA C IIVI IIV T PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. U 0 C6 rn 8U LINTELS MAY BE FILLED OR UNFILLED. N O • 8F LINTELS SHALL BE FILLED. N • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. LO • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. 04 • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. O MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE rn SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS CV _ DOWEL LEGEND c� i NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN J - - - - ---- - -------- -- ---- ---- L=- ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM L 25" LAP REQUIRED, TYP AS SHOWN .J J NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 36" LAP REQUIRED, TYP AS SHOWN Z O o (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM (n 25" LAP REQUIRED, TYP AS SHOWN U OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED of NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, 00 HEIGHT OF DOWEL = HEIGHT OF COLUMN LU_ FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Uo (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N OPENINGS. J 2 i3 4 ,5 m SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN W LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP Q PLATES. ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. U) 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 @ Y O.C. Z B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH W FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. W HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. O O • SECOND LEVEL WAIL STUDS STRAPPED TO FIRST O LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONL`( w/ WOOD FRAMED FIRST LEVEL) LO FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 ti OR (2) SDWC15450 @ MAX 16" O.C. b • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. Z FASTEN EACH BEAM TO MASONRY W/ META12 U) W z U) m W w z z w 0 0z 0 LL Z 0 O IZ 0 U Q 0 ix O J U_ Q U z } C� O O z LINTEL SCHEDULE W _LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X PRESTRESSED GARAGE L-1 16-0" 8F-1-32 DOOR I _ L-3 -I_-__-6'-0" + 2'-0" 8 U 8 L 4 8F-16 L-5 -' - -- - --- --- _�_.._--- 8F--16_ 8080 SGD/ REAR PORCH 8F-16 - —�---- --- - — -- -REAR PORCH L-6� 9'-0" L-7 11'-8" 8F-16 REAR PORCH L-8 4'-8" 8F-16 i FRONT PORCH w CL X m W - - ----- ------ - O w Q Z U) O H U_ Q 0 O J O z U w H X W m I t/w\ a ds tree design studios � 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Q CU QU) 0o w _j z w w O LLJ _ w Q O > o m w cl J w w w w LL X Q 0 0 z a U_ W Abbott Park -� U LOT 004-02-A o w Q Z (D U) PROJECT NO: W 2020.001722 0 LL O DRAWN: KG o O CHKD: Ln EAF U) w J U ,,`�tttttrtrrrrr��� (A LqN� �J •� ••ENS•�'9 z .� 0 85 66 % Q ` ► - I - - 1 �13 % S TE OF : 4U ` Cn ••...... �rO N Ai � -- 02-25-2020 0 w REVISIONS: No. Description Date ~ Ill J U H O Z O CMU/METAL CONNECTOR ENGINEERING¢ F 1st IEV EL R"O OF FRAMING PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" �L B3 ST-6 TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > BY BUILDER rn 0 `" • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING j TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O O • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR N TRUSS LABELS & DIMENSIONS I � OVERFRAMING NOTES 00 • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN.; 0) • FASTEN "SLEEPERS' TO EACH TRUSS/RAFTER W/ (3) 16d 1 COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT N CONNECTOR. N • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. co FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO J RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. u- W RAFTER SPAN SCHEDULE O C. - - ------ LUMBER SIZE _ ___ __ SPACING i --2x6 F 2x8 T 2x10—2xl2 -- --- U) —12 15'-5" 19'-11" 23'-9" 26-0" Y 16" 13'-4" 1 T-3" 20'-7" 22'-0" U 24" 10'-11" _14'-1" 16'-10" 19'-9" 20 L.L./15 D.L. #2 SYP O O CEILING JOIST SPAN SCHEDULE j r' O.C. LUMBER SIZE SPACING - — 2x4 2x6 T 2x8 2xl0 �I 12" 12'-5" — 19'-6" �- 25-8" 26-0" 24 ---9'-10" - -- 16-6" - -� 20'-1" 23'-11 - _j 11" 11'-3" 17'-8" 23'-4" 26'-0" - - - --- 00 10 L.L./5 D.L. #2 SYP Uj TRUSS FRAMING KEY NOTES Q NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 U) 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. } 2. TYPICAL BEARING BLOCK U � Z • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO W MATCH DIMENSION OF TRUSS MEMBER. 0 ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS W cc BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. O O 3. LEDGER FRAMING NOTES 0 • FASTEN NO.2 SYP LEDGER TO FRAMINGITRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW �t (MAX 24" O.C. SPACING), OR j L0 ti • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW O • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED z LOCATIONS ON PLAN U) • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER W PROTECTION AGAINST CORROSION ! z • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL U) FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. m ROOF FRAMING LEDGER TO WOOD: I 2x6.. ......... ..(4) 12d COMMON W W 2x8.................................(6) 12d COMMON Z 2x10...............................(8) 12d COMMON Ur 2x12................................(10) 12d COMMON Z W LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q I 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 I 0 0 PT 2x12.....(2) ROWS 4' 0@ 6" O.C. STAGGERED LL Z FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON 202................................(9) 16d COMMON 0 CL FLOOR FRAMING LEDGER TO WOOD (WI SCREWS): 0 PT 2x6................. ..................(3) W x 4 1/i' LONG #14 WOOD SCREWS U PT 2x8.... .............................. (5) '/:' x 4 '/2' LONG #14 WOOD SCREWS Q PT 2x10.................................(7) %4' x 4-'%" LONG #14 WOOD SCREWS i PT 2xl2.................................(9) ''/4" x 4 -Y2" LONG #14 WOOD SCREWS O J 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE LL BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF U Z THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT j PERMITTED AT THIS LOCATION } 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D OJ • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. 0 STAGGERED z • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 = w I- x w d Q x 00 0 O W Q O_ F- LL U) } C� O z U w F- x w 0- E O U O APEX 4; tdsi true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 co W Z � Lu W 0 cn a �-2 Q 0 Q LLJ Q w W � x LLX Z O Z_ LL W Abbott Park U U) LOT 004-02-A o W Z 0 PROJECT NO: UJ 2020.001722 0 LL O DRAWN: KG o CHKD: LO EAF U) W _j Q U ,����►Et��i��ii U) lqAj, -'40�fi U) :.` \`G E NSF.• '.� z 0 8N r : � r - 1 ;�:• S TE OF .:�� 1 �41;ss�ONALEi.%`�` 02-25-2020 w REVISIONS: No. Description Date ~ w J Q U F- Z O CMU/METAL CONNECTOR ENGINEERINGa 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'/z" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM IN/ HTSM20 OR HTWM20) VII 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN'%32' EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN FOR MISLOCATIO INSTALL NEW MA£ STRAP TO INSIDE 'w, PROPERLY WIND LOAD RATED SOFFIT V MOISTURE MATERIAL CONTINUOUS @ PERIMETER. BARRIER BY I SEE DESIGN CRITERIA AND LOADS: C&C \�__TRUSS TO TOP PLATE MOISTURE BARRIER • C OTHERS DESIGN PRESSURES ON SHEET ST-1. + W/ H2.5T OR RT7AT, BETWEEN MASONRY AND2..""17 ' OR SDWC15600 NON -PT LUMBER BY OTHERS PROLIND LOAD RATED TRUSS OR RAFTER TO BOND BEAM W/ o SOFFIT MATERIAL (1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x UNO ON PLAN CONTINUOUS @ PERIMETER. CMU BOND 1%" IN TRUSS (NOTE: IF META12 OR 8" CMU BOND BEAM VERT. REINFORCING TOLL/ SEE TABLE 1. COMPONENT BEAM W/ #5 I HTA16-18 IS IMPROPERLY INSTALLED, POURED CELL HAVE 10" STANDARD I AND CLADDING DESIGN CONTINUOUS ATTACH TRUSS TO BOND BEAM W/ FROM BEAM T� HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1. I HTSM20 OR HTWM20) •EVERY OTHER STUD TO TOP PLATE (1)COURSE CMUBOND MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM W/ SP2 OR SPT24 OR SDWC15600 BEAM W/ #5 CONTINUOUS BLOCKING NOT SHOWN FOR CLARITY MAXT CORNERS AX32"O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 FCORNERS 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 I \ 2x_ NO. SPF OR BETTER @ MAX 16" O.C. I BOTTOM PLT ANCHOR a Q '/2" THREADED ROD ANCHOR W/ MIN 4" i EMBED W/ NUT & WASHER IN SIMPSON N ACRYLIC -TIE OR EQUIVALENT z_ ADHESIVE @ MAX 48" O.C. g OR W WEDGE BOLT W/ MIN 4Y2' EMBED W/ WASHER @ MAX 48" O.C. a a as I a 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 W1 VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 25" 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) 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 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. DIST. FROM DOOR JAMB MIN, SCREW DIST, FROM DOOR JAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH 3/4" OR 11/4' PER MANUF. 3" 5" 11/2' 31/4" 3 7/I 6 5„ 115116 3 3/4, 3 6" 2 %4' 33/4' TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS '/4' DIA. @ 30" O.C. STAGGERED • (2) ROWS 3/6' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE p ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED W) 1x_ PT NAILER BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY 1x_ OR �6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O O N LO N O 4 O O i N N M _l LL W J J z O U) U O O w U) J m W W U z w W Of O O O O LO r- z w U) m W w 0 w 0 O J LL z O O a O U ¢ O _I LL U z C� O .J O z U w x w ¢ x m 0 z O w U) O U_ W } C� O J O z U w H x W r1 tds i7i true design studios � 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 m w J O W cis p Q � o M W � Q W ¢_ o � w W � Q LU W x U_ z O 0 w z LL w Abbott Park Q U LOT 004-02-A o w Z C� PROJECT NO: W 2020.001722 0 LL O DRAWN: KG o CHKD: U') EAF w w J U rrrrrrrrrrr� (A 0 �•'y5l z N--'0:ccS A C� S • •' 02-25-2020 w Cn REVISIONS: No. Description Date ~ w J ¢ U U) H O z O ST=5 CMl1/METAL CONNECTOR FNGINFFRING¢ ROOF DECK ROOF TRUSS OR RAFTER UPLIFT CONNECTION PER—� TYPICAL WALL SECTION SUB FASCIA MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER j I PLAN. SEE TABLE 2; A MOISTURE BARRIER SHEET ST-1 (PORCH -- BY OTHERS CEILING BOARD) MASONRY LINTEL PER PLAN 8'-1"ABOVE OIL T_ F.F.E. 2x6xl 2 1 CENTEI TOP OF 6-1" ABOVE F.F.E. 48" DIA. ANCHOI 4'-9" ABOVE F.F.E. 2X4 PT TOP (LOF OPENING TYPICAL PORCH SHEATHING DETAIL 2x6 PT BUCK EACH SIDE OF OPENING AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) 2'-9" ABOVE F.F.E. PROVIDE (5) �" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/z" x 416" 0'-9" ABOVE Ilk THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF OIL CURB F.F.E. GARAGE DOOR JAMB DETAIL PRE -CAST LINTEL #5 CONT. PER PLAN o I a (1) #5 BAR AT CORNER W/ MIN. 25" LAP N z_ #5 CONT. VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN ! 6" BEND INTO BOND BEAM TOP OF WALL ! -- FILL BOTH LINTELS SOLID o W/CONTINUOUSPOUR -- -I---�-----------�I-------- w � I I I I I I I I ` PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS j LINTEL REINFORCING AT CORNER 11 I �I � I I I I I I I I I I I I BLOCK PANEL EDGES j WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE FASTEN ROOF DECK TO PRECAST LINTEL SEE OR FLATWISE) FRAMING @ 3" O.C. ON EDGE, SEE PLAN PLAN 6" O.C. IN FIELD WITH 8d TOE -NAIL MIN 2x4 N0.2 SYP BLOCKING I BETWEEN TRUSS TOP CHORDS W/ RINGSHANKS _ i EXTEND REINFORCING TO (3) 10d COMM NS EACH END ROOF DECK END OF PIER W/ 6" BEND TO 2x4 SYP OUTRIGGER @ 24" O.C. j LAP WALL REINFORCING AS CLIP TO GABLE TOP CHORD WITH SHOWN. (1) H2.5T w/ (10) 8d x 1 '/2' r 2x4 NO.2 SYP BLOCKING BETWEEN MIN (2) SOLID FILLED & PROVIDE PANEL OUTLOOKERS. FASTEN EACH j REINFORCED BAR ADJACENT TO 0.5 EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d NON -DROPPED GABLE COMMON @ 3" O.C. GARAGE DOOR OPENINGS. FASTEN 2x6 NO.2 SYP DIAGONAL BRACE TO NO.5 VERT. BAR IN FILLED BLOCKING w/ (6) �' GABLE TRUSS CELL AT EACH END OF PIER 10d COMMONS 2x6 N0.2 SYP DIAGONAL BRA I NO. 5 DOWEL TO MATCH EACH SEE PLAN WALL SHEATHING PER PLAN SOLID FILLED & REINFORCED • UP TO 8FT SINGLE 2x6 ONLY � G � i I i III CELL EXTENDING FROM FOOTING • UP TO 20 FT, 2x6 W/ 2x6 T-BRACEJ I � I I I I I TO LAP WALL REINFORCING L OR T BRACE VERTICAL W/ MIN 25" LAP UNLESS NOTED REINFORCEMENT PER OTHERWISE ON DOWEL & LINTEL TRUSS ENGINEERING PLACEMENT PLAN. MIN 6" BEND FASTEN 2x6 NO.2 SYP AT BOTTOM. "T-BRACE" TO DIAGONAL BRACE \ 1 w/ 10d COMMONS @ 3" O.C. \. CONCRETE MOISTURE BARRIER SHALL BE 8'-0" OR AS SHOWN ON PLAN PROVIDED BETWEEN MASONRY i FOUNDATION WORK AND ALL UNTREATED LUMBER TOP OF FINISH I PER PLAN i FLOOR SLAB GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/MIN (7) 10d x 1 '/z" I I I (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR �' BEAM W/ HTSM20 OR MSTAM36) \ -I---- --------------- I I I FROM DIAGONAL BRACE TO CMU \ I I I \ \ MOISTURE BARRIER BETWEEN MASONRY \\ \ AND NON -PT LUMBER BY OTHERS - --- \ \ \ GABLE ANGLE BRACING DETAIL W HHGAM10 B3 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM PORTIONOVERHANG 1" OR EOVERHANGSOF DETAIL FOR SS ON DROPPED GABLE TRUSSES W/2GARAGE SHEAR PIER 6" MAX IT' MAX 6" MAX 6" MAX 6" h ' K TRUSSES NEEDING BRACING 0 v OcT O 0 04 APEX 0 O \ O N coN_j d LL � W t s J _l > Itrue 0 sign stud dos 0 U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES q SUITE100,JACKSONVILLE,FL32211 0 � q 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 0 CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W c: 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE. 131 " x 3" LONG (UNO). IIHOMN' 5. DESIGNED PER BCSI-B3, 2007. J 00 -- - LLI AX I' CONTINUOUS LATERAL RESTRAINT WEB —1, '' BRACE SUBSTITUTE !I WEB MEMBER 'I�PECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB (A _ —1 Q 2x4 1 ROW 2x.4 (1)2x4 a) �I 2x4 2 ROWS 2x6 (2)2x4* U -- T-BRACE FASTENED TO -'�-- —r�i z - ------ WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 W it 2x6 2 ROWS 2x6 (2)2x4* 0 2x8 1 ROW Lu 2x6 ! (1)2x8 �I 2x8 2 ROWS ! 2x6 (2)2x6* j �- - - - —' O L-BRACE FASTENED TO 00 WEB W.i 10d AT 6" O.C. O SINGLE TRUSS BRACING ti lqT 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO ti >= SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ^ WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z V J *IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR w REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) M _ AX TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND w GRADE AS WEB TO BE BRACED. Z � 1..` J w UJ O u) w W Q W Z_ 0 > Q Q Z W W 0 W W J 2 W w O �' �/ LL LL X Z Qp z 0 } BOND BEAM I REINFORCEMENT w J­ \ (SEE WALL SECTION) f -d oa '� FILL SOLID TO BOND BEAM w; L_i. L I _4 L. --- 8 F - # DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. • -1- y BOND BEAM ` REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND ==T BEAM MAY BE FILLED OR UNFILLED 0 8U8 0 l LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 BOND BEAM - REINFORCEMENT W UJ -_ (SEE WALL SECTION) H FILL SOLID TO BOND BEAM O a co uj w I --- LINTEL REINFORCEMENT Q A bolt Park b W -j O LOT 004-02-A - � 8 F -1 - # --DEPTH OF LINTEL ASSEMBLY "d" Q o L� U #5 BOTTOM BAR TO EXTEND Z NO LESS THAN 1' BEYOND Z BEARING AT EACH END } GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: Q 8" PRECAST LINTEL. SEE PLAN. 0 2020.001722 W 8 F--1e_# U DRAWN:KG ° O LO CHKD' EAF W J Q U Q iN LA/V/ (n U) � LLJ No 85 Q Z i 1 : nn 7[ •• � N LU •► 0:• S TE OF :��`cn R 4,. ♦ �% Z ZAi O 02-25-2020 0 F= U REVISIONS: _ TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w U J Q � U (� CAI O I-- O Z Z X 0 U uj I— X w ST a_ Q CMU/METAL CONNECTOR ENGINEERING