Loading...
HomeMy WebLinkAbout8024 Wheat Stone DrDRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 _ 1 st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS A501 DETAILS A502 DETAILS - IF APPLICABLE STRUCTURAL SHEET NO. LSHEET NAME ST-1 ST-2 !STRUCTURAL SPECIFICATIONS 'FOUNDATION PLAN _ ST-2.D _ !FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL ROOF FRAMING PLAN ST-5 ST-6 — ;TYPICAL WALL SECTIONS_ 'SECTIONS AND DETAILS DR HORTON A4DI3 DELRAY ELEVATION AS Abbott Park, ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN LOT 005mOlmA O U O ALL WORK SHALL COMPLY WITH PREVAILING O CY O ODES FLORIDA SU!LLiNG CODE, LO N :,ATIONAL ELECTRIC CODE, APEX N AND THE CITY OF �'tPNYRHILi.S 00 ca ORDINANCES 4 i< O as rn Q. N M MAR 2 9 2020 REVIEW DATE L4-1 CITY OF ZEPHYPH _ w PLAN EXAMINER J tds true design studios > z O U) Y 9000 REGENCY SQUARE BLVD. N Q SUITE 100, JACKSONVILLE, FL 32211 O_ O O w w CY U) 041HOMON' m 1.04 LU Q 0 U z Lu O w a: O O O rn u7 t1_ >= z Lu U) U) U)<� w z U) zw m LLJ oU) o w w z Q O w m > o 0 o Jw W W o d. W X LL LL z O z H O Q 0 w O z O IZ U U Q W ti� S Abbott Park Q Q LOT 005-01-A o --- -- - — w U <C z z _ (D U) OPROJECT NO. w - --- - 2020.001715 U_ BUILDING CODE SUMMARY O DRAWN: O - - - -- - - --- --- - - -- --- - U PML o THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES w CHKD' L0 FL BUILDING CODE- RESIDENTIAL: 2017, FL BUILDING CODE - FUEL GAS: 2017 ~ JAC U) FL BUILDING CODE PL-UMBING: 2017 NATIONAL ELECTRIC CODE: 2014 w W FL BUILDING CODE - MECHANICAL: 2017 FL FIRE PREVENTION CODE: 2017 W J FL BUILDING CODE - ENERGY CONSERVATION, 2017 Q Q OCCUPANCY CLASSIFICATION RESIDENTIAL CONSTRUCTION TYPE: VB Q WIND ZONE: SEE ST-1 SPRINKLED. NO m Z ZONING CODE: Q PROPOSED STRUCTURE COMPLIES WITH THE REOU!REMENTS OF CHAPTER 656 z ZONING CODE FOR RESIDENTIAL DISTRICTS INCL MAX BLDG HGT OF 35' AREAS VOLUMES -------�--- z CONDITIONED AREA 1st Floor 118982 CF z 1 st Floor 2034 SF ! Grand total 18982 CF (A 2034 SF UNCONDITIONED AREA - - - O 02-26-2020 0 -- - - - - - -- ---- I- W Garage. -- - - -- -;459 SF --- I- (n Entry 28 SF U REVISIONS: w Lana; 218 SF U_ _ - - - 705 SF Q No. Description Date ~ w Grand total 2739 SFJ U - - — O F— o r — 0 z l Io U 0 w I— X w 0000 CL -- ---- - --- - - ----- -- -- `' - GENERAL ELECTRICAL NOTES � Footer—., Y� a ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT �y COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE Re -Bar (sized - _ - i � according to PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V foundation plan) 4r ! BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE T AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA #4 awg CU bare w/ 10' stubbed STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' outside of slab at service o OF EVERY SLEEPING ROOM location. Connect to footer steel inI w/ (2) ground clamps 5' apart • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. —=t 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 lUl GROUND DETAIL RECEPTACLES INSTALLED WITHIN & OF SINK (IN N.T.S. NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD • PER NEC SECTION 406.8(B)(1) 15A & 20A SERVICE SAME AS I RECEPTACLES IN A WET LOCATION MUST BE WITHIN UNDERGROUND 150 OR 200 - - 150 = #1 Copper or 2/ 0 Aluminum ppAN ENCLOSURE THAT IS WEATHERPROOF WHEN AN I 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE _ _ ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING Conduit. A/C DISCONNECT RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT MMAIN PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 50OR �- #12 COPPER TO APPLIANCES AND GFI 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS --- r - 200 AMP TYPICAL TAMPER -RESISTANT 1 ELECTRICAL �_- #14 COPPER TO LIGHTS AND OUTLETS UNDGND PANEL #10 COPPER TO WATER HEATER • PER NEC SECTION 800.156 NO LESS THAN ONE SERV. BY — #8 COPPER TO RANGE COMMUNICATION OUTLET SHALL BE INSTALLED - # COPPER TO HVAC WITHIN EACH DWELLING UNIT 6 POWER CO. � , II I, I� N.T.S \ • PER NEC SECTION R314.3 AND R315.1 SMOKE _ J - #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: DETECTORS TO BE INSTALLED INSIDE EACH r= A) APPROVED GROUNDING ROD WITH MINIMUM & DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL SLEEPING AREA -- INTERSYSTEM BONDING TERMINATION PER NEC 250.94 ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL- KIDDE MODEL # 14618A SMOKE ALARM, OR NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE APPROVED EQUAL PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY PROVIDE GAS DROPS AS PER COMMUNITY ONLY i • 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 AC AFF AHU BILK CABS CLG CHR COFF COL COND CRN CVAC DBL DIAG DR DRY DW EB FL FLR FP FXD FXT GLS HB KS LAV LT MRBL MC MIR MTL OH OPNG OPT R & S REF SD SDLTS SGD SH (2) SHWR TB TPH T&S TEMP TR VOL wC WD WH WNCT WS WASH ABOVE AIR CONDITIONER ABOVE FINISHED FLOOR AIR HANDLER UNIT BLOCK CABINETS CEILING CHAIR RAIL COFFERED COLUMN CONDENSER CROWN MOULDING CENTRAL VACUUM SYSTEM DOUBLE DIAGONAL DOOR DRYER DISHWASHER EYEBROW FLOOR LINE (MAT. CHANGE) FLOOR FIREPLACE FIXED FIXTURE GLASS HOSE BIB KNEE SPACE LAVATORY LAUNDRY TUB MARBLE MEDICINE CABINET MIRROR METAL OVERHEAD OPENING OPTIONAL CLOTHES ROD and SHELF REFRIGERATOR SOAP DISH SIDE LIGHTS SLIDING GLASS DOOR SHELVES (QUANTITY) SHOWER TOWEL BAR TOILET PAPER HOLDER TUB and SHOWER TEMPERED TRANSOM VOLUME WATER CLOSET WOOD WATER HEATER WAINSCOT WATER SOFTENER WASHER ROOF NOTES EXTERIOR ELEVATION GENERAL NOTES GENERAL NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • FRONT ELEVATIONS BANDING, MOLDING, • ALL CONSTRUCTION SHALL MEET THE LATEST COLUMNS AND TRIM SHALL RECEIVE A SAND EDITION OF CODES ADOPTED BY THE LOCAL • ALL OVERHANG DIMENSIONS ARE TO EDGE OF FINISH. SEE ELEVATION FOR DEPTH OR RAISED GOVERNING AGENCIES RAFTER. REFERENCE WALL SECTIONS/DETAILS BANDING FOR ALL OVERHANGS NOT DIMENSIONED. + 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 • ALL COMPLIANCE WITH F MUST BE INSTALLED IN COMMUNITY SPECS - SEE COMMUNITY AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, COMPLIANCE WITH FBC R501.1.1 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 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT RECEIVE A SAND FINISH b'diTH A. SELF CLOSING DEVICE. ALL DUCTS IN THE OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS GARAGE OR PENETRATING THE WALL OR CEILING I ROOF COVER'NG SEE COMMUNITY 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 SPECIFICATIONS OR CONSULT THE SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTION MANAGER. SEE STRUCTURAL CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH SHEETS FOR SHEATHING REQUIREMENTSMINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO • FLASHING SHALL BE INS T ALLED AT',1VALL 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 IT'S 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 j Wi MIN 1/2" GYP BOARD -- • LATH PER FBC R703.7.1 LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION 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 NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE 7/8-INCHI-ONG (22.2 MM), 16 GAGE STAPLES, INSTALLED SO THAT THE AREA OF THE CONCEALED SPACED NOT MORE 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 • PLASTER PEP, R703.7.2 PLA.STERIM1iG '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 WIRE LATH AND SHALL BE NOT LESS 0PER FBC R-312.1 PORCHES, BALCONIES OR RAISED THAN TWO COATS INHERE 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 BACKING. IF THE PLASTER SURFACE IS OPEN SIDES OF STAIRS WITH A TOTAL RISE OF 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 j 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). ON WOOD -FRAME CONSTRUCTION W!TH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR 0PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN PLASTER SHALL BE APPLIED TO COVER, BUT NOT SIDES OF STAIRWAYS. RAISED FLOOR AREAS, EXTEND BELOW, LATH, PAPER AND SCREED. ' HE BALCONIES AND PORCHES SHALL HAVE PROPORTION OF AGGREGATE TO CEMENTITIOUS INTERMED!ATE RAILS OR ORNAMENTAL CLOSURES MATERIALS SHALL BE .AS SET FORTH iN TABLE WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" R702'1(3) OR MORE iN DIAMETER • WEEP SCREED PER R703.7.2.1 A MINIMUPtil 0.019-INCH (0.5 MM) (NO 26 GALVANIZED SHEET PER FBC R 308.4.5 GLAZING IN WALLS, ENCLOSURES GAGE).. CORROSION -RESISTANT WEEP SCREED OR OR FENCES CONTAINING OR FACING HOT TUBS, PLASTIC WEEP SCREED. tNITH A MINIMUM SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, VERTICAL ATTACHMENT FLANGE OF 31,12 INCHES BATHTUBS SHOWERS AND INDOOR OR OUTDOOR (89 VIM) SHALL BE PROVIDED AT OR BELOVv' THE SWIMMING POOLS WHERE THE BOTTOM EXPOSED FOUNDATION PLATE LINE ON EXTERIOR STLI'D 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 AND DOOR FLASHING, TAPING AND SEALANTS TO BE WATER -RESISTIVE BARRIER IS DIRECTED INSTALLED PER BUILDER PROVIDED BETWEEN THE LAYERS SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH IYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING O U 0 0 Q APEX � O � tll ttf N N co _j 19 W tds J J-6 � true design studios Z O WI U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 uy O o o W fn 0•Ron _j m !stile, W Z) 0 � W U Z W w 0 0 0 0 ti L u7 ti o Q Z Cn W W W L.L W Z -.� z u (n L m LLI O C) W w W Z Q O W m > o 0 J w w 0 w W J 0� X W LL Z Z O O Ix O w a Z Ir w O 0- U_ w Abbott Park Q O U J U_ LOT 005-01-A U) o Q W H U <C Z Z 0 U) OPROJECT NO: w -j O 2020.001715 w Z DRAWN', - PML -0 _0_ v w CHKD: IUD x JAC W w w U Q co O m Z_ 0 w Z Q O w 2 U) O Q Z Z U) Q O 02-26-2020 p 1-- w U REVISIONS: Lij Q No. Description Date I. w U) J >- U O Z U w I— x AOOO W W Q b) M 0 ERIFY AC CON LOCATION W/ SITE PLAN LU w C _ w = ---- vn o � N ' Ln 00 0 ■ 17'-8" 5'-8" 3V-10" OWNERS SUITE 9'-4" CLG 5'-10 1/2" WIC V) 9'-4" CLG 21068 C� O 00 2106 � S oI N m WIC 9'-4" CLG / N 2106 -- 4'-10" j 12'-2" 5'-3 1/2" 70'-0" 11 '-4" 1 l'-4" 'I "I I I I I I I 3010 FX TEMP 3052 SH TEMP EGRESS 8'- 0" H.H. 8'- 0" H.H. 21068 -- OWNERS BA Ui 9'-4" CLG (DI' ' 0 I I i of - o j 8,� 8'-8" M 00 G REA T RO O M i 9'-4" CLG - I- M ( Igo c� � 00 N vzo I ICO j w I j l 000 ~ 12'-4" T-5" 01 I I O UZDO 0 R pI LIVING 1 N 9'-4" CLG _- - 108 i 9I _------_�C? 101 l i _ = DINING I I N = LLD/ 9'-4" CLG I I o 0 130 142 L7.l�l\ r T il��7 F I N W l ll� 1J, 8'-2" 101 4'-3" 2'-2" I I � I I I- I 2'-8" 2'-4" SO- 00 143 N PANTRY = 9'-4" CLG v' N 1401 O O 3 SHS 2020 FX 2020 FX 2020 FX 8' - 0" H.H. H8 8' - 0" H.H. 8' - 0" H.H. j 2l'-2" 9'-4" 2'-8" 3'-6" 3'-4" 1st l—"EL FLO O R PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" 25'-2" 5'-0" 127 70'-0" FlEX 9'-4" CLG V 0 0 _ N v] IAUNDRY - 9'-4" CLG v 2106 �- 71 ILHJI 8 1/2" 3'-2" i �163 MECIf 9'-4" CLG 2868 9'-4" CLG 1162100 of ro v 105 N N — — — — — — — — — pwiI 26'-10" VERIFY AC COND LOCATION W/ SITE PLAN 2l'-6" GARAGE 9'-4" CLG 21'-0" 6'-10" 8" 64" 8" v 9'-2" N [, a0 FO YER- 3,_0 , 9'-4" CLG `- v 13'-6" 7" 1'-1" 4'-6" N 102 1 1051 N tMD 00 9'-4" CLG r68 21068 166 3 SHS N O 3 SHS N BEDROOM 3 Ui 2 9'-4" CLG 9'-4" CLG 101 M _ 00 00 1.0 r,i �.D - 123 I i. 1 3052 SH TEMP EGRESS 8'- 0" H.H. 11'-2" -4 1/2" 5'-3 1/2" 110" � 2'-4" 25'-2" 2'-0" HB /WRAP/ N i �I II I I I I i j C? i ! I �I I NI I � li i I I - --- = 0 --- so 1 i N a) M I i I W F�P� v � lRY I � I CLGI �_ 2'-0" r(`WRA C? -- r I 'I N V) I w ) C1 lD = w J) — X N - o it M �- SRO O M 2 r --�� I 9'-4" CLG II4 I ; N LLJ 1 in co o 2' 0" RAP i FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) E 100 - PROVIDE FURRING AS NEEDED U 101 - 2x6 WALL C 1C2 - DOUBLE WALL (2-2x4 U.N.O.) o O 103 - HIGH HALF WALL WITH CAP C14PEX -C 104 - DO DOOR HEIGHT DIFFERS � (RE: COMMUNITY/BLDR SPECS) N 00 105 - INTERIOR FLAT HEADER at 8' U.N.O. 4 'R, (SEE PLANS FOR WIDTH) O Q3 41,06 - INTERIOR ARCHED HEADER (from T-4" to 8') co (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 co ' 109 - 36" HIGH HANDRAIL _j LL 110 - SELF CLOSE DOOR IS 1 3/8'' MIN SOLID CORE -OR- 20 MIN FIRE RATED J tds 111 - ATTIC ACCESS - SIZE AS NOTED —j tree design studios 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. ' 5; (SEE PLANS FOR WIDTH) Z O 120 - RECESSED TILE SHOWER - SIZE AS NOTED Y 9000 REGENCY SQUARE BLVD. 121 - TILE SHOWER WITH CURB - SIZE AS NOTED U 122 - VIKRELL BASE SHOWER - SIZE AS NOTED Q SUITE 100, JACKSONVILLE, FL 32211 123 - TUB R.O. 5-0 Ya'' 124 - GARDEN TUB - SIZE AS NOTED 6o 3 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE H _ ON 42" H 1/2 WALL w/SLP TOP cn 127 - SHOWER SEAT AT 18"xl8"x20" U) a 1?_8 - SHOWER BENCH 129 - LAUNDRY SINK 0 m .r 130 SINK J 7� m �a bog& 140 - OVERHEAD CABINET W v 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER < 143 - RANGE WITH MICRO HOOD i 144 - COOKTOP U) 145 - DOUBLE OVEN } >� 146 - WASHER - OPTIONAL Z 147 - DRYER - OPTIONAL W CD 160 - INSTALL MECH PROTECTION PER CODE W 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY IY 162 - LOUVERED DOOR C) 0 163 - METAL A/C STAND rn 180 - EXTERIOR HEADER (RE. ELEVATION) U rl- >= 181 - SYNTHETIC STONE VENEER O ♦^ U) W U) W Q _5 �j Z W 00 00W O U) w Q W W Z Q O W m > o 0 � 0 LIJ J W W w O qqt W J X LLLL Z O Z O IY �W a Z Of O oe U U_ a w � J O Abbott Park v ILL U) U_ LOT 005-01-A o -- - w Z Z C� U) O PROJECT NO: w J 2020.001715 O U_ Z DRAWN: O U PML o w CHKD LO JAC a J � U X V> Q V) m Z 0 4 Z o� W Lo < Z_ Z W a O_ 02-26-2020 p W U_ REVISIONS: W TZ H Q No. Description Date W U) J Q U (D U) O O Z Z = O U W I- x W A110 D_ Q IEfr H"A'HO N 1/8" = 1'-0" WHEN PRINTED ON 22"x34" � 12 5 12 5 1st LEVEL BRG --- / \ _ 1st LEVEL BRG , $9, _4,„---------- — ----- ---9� 'fir I �I 1st LEVEL FIFE- - ,y.. L -- - 1-st LEVEL FIFE 220 REA R El" A MO N 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12 5 RIG HT EIEVA 7O-N 1/8" = 1'-0" WHEN PRINTED ON 22"04" ROOF VENTILATION T i VENT! VENT PROP -T PROP Area HIGH LOW # RATIO HIGH LINEAL FT LOW 2738 SF 657 in2 657 inZ ? 5 115 575 160 1470.4 1 �1 ELEVATION KEY NOTES � (SEE SHEET A000 FOR GENERAL NOTES) I E 200 - CONCRETE TI LE ROOF o 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT O cy O 204 - MI LLEN O ROOF VENT I -�0 04 - MILLENNIUM ROOF VENT N C} 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE O 4� MASONRY SHALL BE 12" THICK TEXTURED PER rn COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS N 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS N SHALL BE 718" (3 COAT) TEXTURED PER COMMUNITY M SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER LL BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE J FURRED OUT FROM BACKING FROM AN APPROVE J true METHOD IN ACCORDANCE WITH FBC R703.7 design stcacitss SEE GENERAL NOTES A000 FOR SPECIFICATIONS Z 223 - FIBER CEMENT LAP SIDING 0 224 - FIBER CEMENT SHAKE SIDING Y 9000 REGENCY SQUARE BLVD. O 225 - FIBER CEMENT BOARD & BATTEN SIDING U s✓ Q SUITE 100, JACKSONVILLE, FL 32211 2-26 - SYNTHETIC STONE VENEER cn O 227 - STONE LEDGE 228 - BRICK VENEER p cb 2-40 - EXTERIOR DOOR SIZE PER FLOOR PLAN w 259 - T ,x TRIM - SIZE AS NOTED '"OMN, u) 260 - CV BAND - SIZE AS NOTED -1 " PROJ U.N.O. N 261 - CV BAND - SIZE AS NOTED - 2" PROJ U-N-0. 0 262 - 1"x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED m '� 1 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT w 265 - DECORATIVE LOUVER - SIZE AS NOTED IY j 266 - 4" DECORATIVE DRAT N TI LES < � 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND (�f COLOR IS DETERMINED BY THE BUILDER`S SPECS 0 } 260 - EXTERIOR WALL MOUNTED LIGHT FIXTURE- Z E OF LIGHT TO BE 6`-W A.F.F. U.N-O- LU w IY O O O O ti Ln ti >= O a w Z LU U) w Q ct ``z WV/ U) LJLJ Occ U Q G w w Z Q O W m o o J W w 0 W o LU z X J - az z 0 0 Q 0 � w O F- 0- z 0r W O 0- U LL Q w Abbott Park Q O _ U) w LOT 005-01-A o Q w U Z Z_ C7 U) O PROJECT NO. W 1 2020.001715 � O U- IO0FPIAN FRONTEIEVAMON w 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1/4" = 1'-0" WHEN PRINTED ON 22"x34" ~ X A2 0 0 w a Q INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS CONCRETE TILE ROOFING -- ---- INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE- STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 - NOTE INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS W'RIES i'RE 12 ELEVATION) I 4 1 1 Y 1st LEVEL TOB VARIES (RE: ELEV) INSULATION PER CODE ti,," MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE. FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 2 TYP ONE-STORY WALL SECTION A400 SCALE: 1" = V-0" INSULATION BAFFLE BETWEEN ------- --- --� TRUSSES INSTALLED PER MFR \ WRITTEN SPECS VARIES (RE: 12 FIBERGLASS SHINGLE ROOFING ELEVATION) INSTALLED PER MFR SPECS OVER VARIES (RE WD SHTHG OVER PRE-ENG WD OF PLAN) -- TRUSSES (RE: STRUCTURAL) \= \ ALUMINUM DRIP OVER XI �, 1st LEVEL TOB rjhVARIES 1x2 DRIP EDGE OVER (RE: ELEV) 2x6 FASCIA W/ ALUMINUM WRAP, j -- INSULATION PER CODE VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE- INSTALL ALL VIN ACCESSORIES PER MF WRITTEN SPECIFICATI( �8" THICK STUCCO FINI; TEXTURED PER COMMI SPECIFICATIONS STUCCO PARGE COAT y2" MINIMUM SAG RESISTANT CEILING GYP BRD PER \ FBCR TABLE R702.3.5 POURED BOND BEAM \� (RE: STRUCTURAL) n_'-- PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al 101A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1 x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR rb, 0'-0" GRADE (SLP AWAY FROM s n STRUCTURE)(TYP ALL SIDES) ._�`�_ :�_ — �--�� �- , '� -- ' —- INSTALL VAPOR BARRIER --- \-j IN ACCORDANCE WITH •-' ASTM E 1643-98 FOUNDATION/FOOTING VARIES " (RE. STRUCTURAL) 1 TYP ONE-STORY WALL SECTION A400 SCALE. 1" = 1' 0" O 0 O U N u7 T O APEX 'IT APEX C)v rn i x T N C6 N M U w a z tds O true design studios U) Y U 9000 REGENCY SQUARE BLVD. N o SUITE 100 JACKSONVILLE, FL 32211 C M J UIMUMN (1) coL w zD m U z w w Ir 0 0 0 L0 ti O z W U) w W z cn c m w w w (n z z G w Q O o Q O J LL w W O NN L mw a O U - Q o z Q�_ O O o LL w Q z U z a LL w O -- Q J U O U)z 1: PROJECT NO U w w w ~ rzn IX DRAWN: V a DVO Q CHKD Q Q TSD w —� O m0 0 u7 w U) z — � w O J Q w 0 QU) z (D U) z Z) 3: O Q H � U Q z REVISIONS: < O No. Description Date o O w z w _ w U = w ~ as. U Q m F- A A00z O 0 I I III 117 II IF13II fill IIR III if 11 WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT r— SHINGLE ROOFING ROOF CEMENT "L" FLASHING SCALE: N.T.S. O 1. FOLD INWARD at PT. A O 1. FOLD INWARD at PT. A 2. CREASE at PT. B ® FOLD i i 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 FELT UND�i�Y SHINGLE ROOFING DRIP EDGE: OVERLAP 3'. EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ®FOLD at 77' iT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES x ROOF/WALL SCREED x x x 5x5 WALL FLASHING o2 Z K � g w�_ 0 zw Z)g CL Q } x KICK -OUT x x x FLASHING (SEE DETAIL) WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T ) FASCIA WRAP NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS BLDG PAPER UNDER 'QUICK FLASH" CUT OPENING IN APPROVED HOUSEWF FOR BOX INSTALLATIt WRB LAYER #1, STUCK WRAP WOOD SHEATHING APPROVED HOUSEWR BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 STEP #5 WRB LAYER #1. STUCCO WRAP CUT 'X" IN-i0 SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVEF APPROVED WRB LAYER #' VENT PENETRATION ELECTRICAL RECEPTACLE_ SCALE: N.T.S. — 2x SUB-BAND\W/l/2"X? NOTCH @ END, WRAPPED IN PEEL & STICK \ / DRIP EDGE 718" TEXTURED II \ FINISH @ WOOD58" �EXTURED 1 1/8'L iFv • 'i FINISH @CMU1. / \ METAL FASC)A WRAP\ti8" FROM STUCCOI,/ FROM WOOD WALL Ji f \ r EXTERIOR WALL \ fZAME OR CMU) / \ \ NOTE: NOTCH FOR 2x6 SUB \ ROOF KICK OUT \ BAND ONLY REMOVED FOR CLARITY ----------------------------- ( 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 y2" x4" NOTCH @ END METAL WRAP FASCIA 2x6 SUB BF DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (d� WALL WRB LAYER#1, STUCCO WRAP APPLY 60 MIN GRADE - 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 8' STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN n" ABOVE BOTTOM OF DRIP EDGE 2x SUB BAND VV/1 /2"X? NOTH END. WRAPPED IN PEEL & STICK "ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL @-WALL "ALL 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 --LARITY M^ cox. WALL W/ KICK -OUT SCALE: N.T.S. O 01 O 01 N j O co APEX. X', C2 N co N M J IL LLI Q _I _I Z tds 0 true design studios U) Y U Q 9000 REGENCY SQUARE BLVD. q o SUITE 100, JACKSONVILLE, FL 32211 c O yj p W r3 U) o a) J UsKsHOMON' tLU Y �� Q U) Q } U Z O O O ti LO I,— U) U W Z_ W U) m W W Z Z G w Q 0 o Q O J U- W W Z O U. 0 O XU - Q C Z W' O 0 Q Z U Z a- LL O -- J Q J O U Z U PROJECT NO: W W Q ~ Z DRAWN rn 0 IX w DVO Q CHKD: Q TSD LL O M} W � 0 LO W W W O J Q W U 2 U) Z (D Cn Z O f— 0 U_ 1 LL Q � Z REVISIONS: Q 0 Z W H X �� I1 ! 111 1 11 'Jim 1/2" (MIN) STl FINISH TEXT) 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) I VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. Yz" GYP BIRD OVER -' PRE -SHAPED STUCCO BAND 1 x2 TREATED _ W/ SLP TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN j MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) �8" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1 1/2" = 1'-0" PRE -FORMED CONTROL J/ 5/8" CEMENT PLASTER JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN - 1✓� MASONRY BEFORE APPLYING) \ I \I I � / 1 I � l i- i i i i I CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING at 7 0.C.) Z4 -� i CV I > - - CMU - - 1/2" (MIN) STUCCO FINISH 1 TEXTURED PER COMMUNITY SPECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. ` CMU WALL W/ _ 48" STUCCO FINISH (RE: STRUCTURAL) " GYP BIRD OVER 21�,, - _ - PRE -SHAPED STUCCO BAND 1x2 TREATED ( W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) SELF ADHESIVE -OR- FLUID WOOD BLOCKIN APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) FT 1x WOOD BUCK ! VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) vI 4B' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 1 1/2" = 1'-0" 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 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. a' 6" SELF -ADHERING c -� FLASHING GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT - STUCCO CASING BEAD Iy SIDING TO STUCCO FRAME TO BLOCK SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 4a" BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD GYP BRD OVER INSTALLED PER MFR LF lx2 TREATED WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP) �," STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 1 1/2" = 1'-0" ELECTRIC METER FIELD VERIFY LOCATION 4- AREA TO RECEIVE STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION I j ELECTRIC )METER FIELD VERIFY LOCATION /-- APPLY STUCCO SCRATCH COAT AND ONE (1) I' LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC METER ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE% BARRIER #1 ; r. FINISH COATING OVER PRIMED THREE COAT STUCCO FINISH WEATHER RESISTIVE WD SHEATHING NOM) OVER GALV MT!_ LATH BARRIER #2 (RE: STRUCT) ` OVER #FELT OVER APPROVED HOUSEWRAP 5/16" X 7 1/4" LAP �,-'• FASTEN TO'�^✓D STRUCTURAL SIDING W/ 6 REVEAL 1, MEMBER at 7'' O C MAX STARTER STRIP TO 58" MID -WALL f / WEEP SCREED DO NOT CAULK OR SEAL OPENING [ h.. Z n -- ff iv Q "Z" - • GALV'D METAL FLASHING 6" WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY 1 1/4" X 6" SIMULATED _ BEFORE APPLYING WOOD TRIM MEMBER - -- 1"I (MIN) STUCCO FINISH STUCCO TEXTURED PER COMMUNITY CASING BEAD SPECIFCATIONS SCALE: N.T.S. GYP BRD OVER lx2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR 1 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. bS FIBF_RCEMENT -OR- VINYL LAP SIDING OVER APPROVED i� HOUSEWRAP INSTALLED PER .fJ MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP / OVER NAILING FLANGE WD SHEATHING +I (RE. STRUCT)Xi =�— 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 r SPECIFCATIONS — — STUCCO SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) SCALE: N.T.S. Ix- CMU LINTEL (RE: STRUCTURAL) DOOR HEAD at CMU �- CONTINUOUS BEAD OF SEALANT — SELF ADHESIVE -OR.- FLUID APPLIED FLASHING (CLEAN I \ �p LY (�, MASONRY BEFORE MEPTALIr�JOR FRAME EXTERIOR �h O SCALE: 1 'V2" = 1'-0" j GYP BRD OVER J i 1x2 TREATED FURRING STRIPS at CMU V/ALL (TYP - f PT 1 x4 --- / PT 2x4 FRAME -- / ,ANCHOR / SHIM AS NEEDED - ---1 INTERIOR DOOR JAMB at CMU CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) �- CONTINUOUS BEAD OF SEALANT \�— SELF ADHESIVE -OR- FLUID APPLIED gqFLLpASHINNG (CLEAN MASONRY BEFORE MEPA I D&OR FRAME EXTERIOR SCALE: 11/2" = 1'-0" O Q O U CV > L0 cr co c N APEX iO � U O � O X N N co J U_ LLI g _I J z t S -� O tram design studios (n Y U 9000 REGENCY SQUARE BLVD. g� o SUITE 100, JACKSONVILLE, FL 32211 c: O vi p W '�5 cn U i3 cl a) J Q �. om? 00 � W aO z 0 W !Y O O O t) ti LO O z U) U) W - w V, Z 't' 1. —1 U 00 m 1..` W W z �^ V ) z Z GC w Q O 0 Q o U- W WLL O F— 1 L Q 1..� 0W d ~ O U X a � z O O W I-_ Q Z U Z_ n- (j w O Q � U O U) PROJECT NO: cl U w W H X DRAWN. z LLJ DVO U) Q CHKD: wc� TSD w O m � 0 0 U')W U) w O J Q W U Q U) Z 0 z O d H a U_ LL Q Z > >- REVISIONS: Q O No.1Description Date a O w z U w w w U Q Q o A501 z O 0 BAN E L. PANEL 1 RATING: 200A MLO MIN AIC RATING 22,000 A SERVICE: 120/240V, 10-3VV MOUNTING: SURFACE ------- --- LOAD ! DESCRIPTION i;POLES TYPE BRK CIRCUIT PHASE ( NO. CIRCUIT NO. BRK i POLES LOAD TYPE DESCRIPTION WATER EATER - j 2 30 1 A 3 B 2 20 1 R KITCHEN APPLIANCE 4 20 -1 R KITCHEN APPLIANCE SYS. 1 CONDENSING UNIT m 2 2 30 5 A 6 20 1 L,R GREAT ROOM 7 B 8 20 1 L,R DINING __- -- SYS. 1 AHU vi 20 9 A 10 20 1 L,R BED 2 11 B 12 20 1 L.R BED 3 — DRYER F 2 30 40 13 A 14 20 1 L.R FLEX 15 17 B A 16 20 1 L,R OWNERS _ OVEWRANGE F 2 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 DISHWASHER/DISPOSAL F 1 20 23 B 24 20 1 - SPARE F 1 1 20 25 A 26 1 - SPARE MICROWAVE'HOOD F 1 20 27 B 28±20 20 1 - SPARE LAUNDRY R 1 20 29 A 30 20 1 - - SPARE 1 st IEVILKIr" EMC 'C A L PIA N 1/4" = V-0" WHEN PRINT ED ON 22"x34" ELECTRICAL LOAD CALCULATIONS CONNECTED DEIVIAND FINAL LOAD LOAD DESCRIPTION LOAD (VA) FACTOR (VA) GENERAL LIGHTING {3 VA/FT2 610� - SMALL APPLIANCE 1500 SMALL APPLIANCE -- -_ 1500- ----+-- - - _-- LAUNDRY CIRCUIT 1500 - -- - - - - DISHWASHER 1500--- - WASTE DISPOSAL 800 _ - WATER HEATER - --- 4500 —--14900 - OVENIRANGE - - MICROWAVE/HOOD - --- 1000 - GARAGE DOOR OPENER 600 +-- DRYER 5400 --- - ---- - - GENERAL LOAD - 10000 100% 10000 GENERAL LOAD 29302 40% 11720.8 HEATINGIAC (2.5 TONS + 3 kW) -- - - - 6 "38 100% ------ TOTALS 45740 - --- _6438 28159 120/24OVSERVICE/FEEDER LOAD (A) 117 MAIN BREAKER (A) 200 VERIFY AC COND LOCATION W/ SITE PLAN JB WP GFI _ GTRICAL LEGEND I SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME - -- -- --- 4-WAY SWITCH GARAGE DOOR BUTTON � DIMMER SWITCH GARAGE DOOR D OPENER i 220 VOLT OUTLET G GFCI DUPLEX OUTLET I DUPLEX OUTLET CEILING OUTLET CLG AFCI DUPLEX OUTLET R FLOOR OUTLET AR OS SMOKE DETECTOR (b JUNCTION BOX JB © CARBON MONOXIDE CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET PA SERVICE PANEL A TELEPHONE OUTLET M SERVICE METER m GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE VV DOUBLE SCONCE FLOOD LIGHT ' 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 {1K - KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT C� FLUORESCENT LIGHT ®FR FLUORESCENT LIGHT RECTANGULAR ROUND n � PRE -WIRE FOR CEILING FAN CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT ,J ROUGH -IN O o CD N �, .. _ Ln O Al c v o � try r r CV M A'° J LL tds Lli > llru�e design studios z > O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 0 o O r � Ww Ufa H cp C/) u « IMM0190N :3 N �,e t= w o Q C� U z w w O O O O) r` d>= ti O co z Cn LL] v) w W .L Q L z_ U) z LLB m Lu O U) W w z Q O w ® o o J w ® Lu Lu or_ X ILL LL z r O z O Q 0 Qf w O �- 0 z O w U LL Q w Abbott Park Q O U J U) ``- LOT 005-01-A 0 Q w U Q z z 0 ?- U) dPROJECT NO W _2�i2)G.001715 � O w z DRAWN: U 1'JIL CHKD: 40 x JAC c/) w w Q U Q U) U) m z_ w Q z t� O w C/) 75 (D Q z z § U) Q O 02-26-2020 p 1= w U REVISIONS: Lu LL F- No. . Description Date -- w U) z z a O U r) w 00 X w w Q L DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NI(ITFC I A TABLE 7: METAL CONNECTOR SCHEDULE NU I t5 2, 3, 4 I r:f_2CnIR N Building Code Florida Building and Residential Codes , 6`h Edition (2017) _Code for Desiqn 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 WINDLOADING ................................................. Cd 1,60 ASCE 7-10, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY ................................. C 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 '/2" LL / 360 BEAMS'........................................................ TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED Y4' DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 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) L I�1 4.0 F 1 ST FIA O R (T'P) END ZONE DESIGNATION p C7 STUCCO AND DIRECTLY MIN'%2" 32i16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6" 24/16 ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" 0 C. AT PANEL EDGES, 12" O.C. IN THE � F- N Q (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. X w - - -- - U Z ALL OTHER VENEER MIN '/;6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); Q(NOTE 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) MIN'%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION x c9 z w TILE ROOF (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND o w 8" O C IN THE FIELD LL 0 w SHINGLE AND METAL ROOF MIN 16" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 v (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2%2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN Y8" 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 %4" LONG SCREWS @ 4" O.C. EDGES, 8" 0 C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 16/2" 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. 1%2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE 16" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 15/2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW 15/2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. 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 NOTES 1. 2. 3. 4 DIAMETER LENGTH j 8d COMMON 0.131" -2-%" 8d RINGSHANK 10d x 1-'/z" 0.148" 1-'/2, 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4' 16d SINKER 0.148" 16d COMMON 0.162" 1 3_'/" 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 & MCC) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION. THE BORED HOLE 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. 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 I SIMPSON FASTENERS USP USP FASTENERS (8)'Y, X 1 '/2' SDS SCREWS (8)'YV x 1'/2' WS15-GC DTT2Z IN STUD'/z' 0 X 4 %" WOOD SCREWS IN STUD (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 0 x 4'/2" EMBED EPDXY SCREW ANCHOR OR SCREW ANCHOR (18)0.162"x2 WIN (18)0.162"x2'/z"IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (NOTE 2) �8' 0 x 6" EMBED ANCHOR HTT45 48' 0 x 6" EMBED ANCHOR IN CONCRETE IN CONCRETE (26) 0.162" x 2 '/2" IN (26) 0.162" x 2 '/2" IN HTT5 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (NOTE 2) §8" 0 x 6" EMBED ANCHOR HTT45 0 x 6" EMBED ANCHOR IN CONCRETE IN CONCRETE (20)%" x 3" SIDS SCREWS (24) 3" WS IN STUD HDQ8-BOSS IN STUD GROUP PHD8 GROUP 7 " 0 x 12" EMBED a %" 0 x 12" EMBED ANCHOR IN CONCRETE ANCHOR IN CONCRETE (7) 10d x 1 '/2" IN TRUSS (7) 10d x 1 '/2" IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN GROUTED BLOCK WALL GROUTED BLOCK WALL (8) 10d x 1 'W IN TRUSS META20 4" WET EMBED IN GROUTED BLOCK WALL (9) 10d x 1 '/2" IN TRUSS HTA20-18 4" WET EMBED IN GROUTED BLOCK WALL ABU44 12 16d COMMON NAIL ( ) S 12 16d COMMON NAILS ( ) (NOTE 6) 48' 0 x 7" EMBED EPDXY PAU44 48" 0 x 7" EMBED EPDXY (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 48" 0 x 7" EMBED EPDXY PAU66 �8" 0 x 7" EMBED EPDXY NOTE 6 ( ) ( 12" EMBED AT GARAGE 12" EMBED A GARAGE ( TG G DOOR RETURNS) DOOR RETURNS) HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN HUC210-2 BEAM HD210-21F BEAM (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-21F HEADER 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (4)'%' x 1 '/2" SIDS SCREW (4) %" x 1'/2" WS15 SCREWS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGAIOKT SCREWS (4)%" x 3" SIDS SCREWS () %" x 3" WS3 SCREWS 4S IN TOP PLATE IN TOP PLATE (4) SIDS x 1 '/2' SCREWS (4)'W x 1'/2" WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4) Y." x V/4" WEDGE BOLT (4) %" x 23/4" TITEN SCREWS IN MASONRY OR EQUIVALENT IN MASONRY SIMPSON SIMPSON FASTENERS USP USP FASTENERS (9) 10d COMMON (9) 10d CS18 EACH END CS20 COMMON EACH END MTS12 (7) 10d x 1 '/2" MT V12 (7) 10d x 1 '/z" EACH END EACH END MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON EACH END EACH END MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON EACH END EACH END (7) 10d COMMON IN (7) 10d COMMON IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING (4) %" x 2 ''/4" TITEN (5) 'W x 2 '%4" TAPCON IN SCREWS IN MASONRY MASONRY (11)10dx1'/2"IN (11)10dx1'/2"IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER 01)10dx1'Y2"IN (11)10dx1'/2"IN STUD STUD (12) 10d x 1 '/2" IN (8) 10d x 1'/2" IN TRUSS/RAFTER TRUSS/RAFTER HTSM20 (12) 10d x 1 1/2" IN HTWM20 (4) %" x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (5) 8d x 1'/2" IN (5) 8d x 11/z" IN H2.5T/ TRUSS RT7/ TRUSS HA8 (5) 8d x 1 /z IN RT7AT ,„ (5) 8d x 1 /2 IN TOP PLATE TOP PLATE (5) 10d x 1'/2" IN (5) 10d x 1'/2" IN TRUSS TRUSS H8 (5) 10d x 1'/2" IN RT8A (5) 10d x 1'/2" IN TOP PLATE TOP PLATE (16) 1bd GUMMUN IN (16) 10d COMMON TO TRUSS/RAFTER TRUSS/RAFTER LGT2 (7) 'W x 2 '/4" TITEN LUGT2 (5) O" x 3" WEDGE BOLT SCREWS IN MASONRY OR EQUIVALENT (26) 16d SINKER (28) 16d SINKER IN WALL LGT3 IN WALL FRAMING LUGT3 FRAMING (12) SDS W x 2'/2" (12) WS25 1/4' x 2'/2" IN TRUSS IN TRUSS SDWC14500, SDWC15600 NO USP EQUIVALENT 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 3/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF MV 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. P y > OSB ORIENTED STRAND BOARD 00 a VVSP WOOD STRUCTURAL 'PANEL N SYP SOUTHERN YELLOW PINE � APEX SPF SPRUCE -PINE -FUR N _r_ CONT CONTINUOUS e0 0 (U O C ON CENTER LSL 1.55E -1IMBERSTRAND LSL ENGINEERED LUMBER, 1 %4" WIDE. UNO. p� (3',', VJICI1_ I.SI BEAMS ARE EQUIVALENT TO 2-PLY 1 '/" BEAM) LVL 2CE MICROI_LAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER 3 '/2" WIDE, UNO (V SYS 42 PROPERLY RATED OPEN WEB HEADER N M -` -1 INTERIOR ROOF LOAD BEARIN'03 bVALL SPECIFICATIONS LL OUTLINED ON TYPiCAL'WALL SECTIONS, DETAIL SHEETS LILItd s INTERIOR BEARING WALL WITH NO UPLIFT NO UPLIFT ANCHORS REQUIRED MINIMUM J -6 T- J � �C BOTTOM PLATE .ANCHORAGE IS '/" ANCHOR (a� 8'-0" O.C. (UNO ON FRAMING PLAN OR tr design studios j SW SPECIFICATIONS) Z STRUCTURAL WOOD BEAM O _ Y 9000 REGENCY SQUARE BLVD. v STUD COLUMN KEYNOTE U � Q SUITE 100, JACKSONVILLE, FL 32211 ---- NUMBER OF SD\,1VC15000 CONNECTING TOP PLATE TO STUDS O - NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS STUDS 00 i TO MATCH WALL FRAMING SIZE AND GRADE. UNO. 2l 2 STUDS co w j WU. 1 0 p I-- ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN ~ z tU 2 ANCHORI a)au BOTTOM OF STUD COLUMN CONNECTION r 0 I 0 L H0190N 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN > 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN TO IIST LEVEL STUDS/HEADER/BEM. m $ , , 011 "ANCHOR" REQUIRES BOTTOM PL ATE ANCHOR WITHIN 3" OF STUD COLUMN W v NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE Q ZZz Z HEADER STRAPPING KEYNOTE � - NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD } 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD U �\ 1DTT2Z KING/JACK'GROUP BOTTOM CONNECTION w 1ST LEVEL ST UD GROUP HOLDDOWN REQUIRED AT BASE OF STUD GROUP 0 2ND LEVEL STUD COLUMN' S7 RAPPING REQUIRED FROM 2ND LEVEL STUD uJ GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. 0' NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP 0 O NON -BEARING HEADER FRAMING KEYNOTE p� L L NO HDR - # -- ---- NUMBER OF KING STUDS EACH SIDE OF OPENING L0 >m ------ HEADER idIAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY ti LOADED CONDITIONS ABOVE O < U) #2 SYP HEADER FRAit11NG KEYNOTE Z �^ W (2) x � - 1 ' - t NIiE,^BER OF i:IPIG cTUD3 EACH SiCE OF OPENING W Q fj� ---- NUMBER 'JF JACK STUDS EACH SIDE OF OPENING Z_ DEPTH OF LOAD-LlEHRING #2 SYP HEADER U) Z W Uj--- NLiP,^BER :�F PLIES itV HEADER m O Cif ENGINEERED LUMBER HEADER FRAMING KEYNOTE LLJ W !- {2) 19 X-'LSL- 1 / ?-- NUMBER OF KINGS FUDS EACH SIDE OF OPENING Ljz < O } - -- -- NUMBER OF JACK STUDS EACH SIDE OF OPENING (D I I Q Q - Z - -HEADER MATERIAL (L.SL. LVL PSL OR SYS42) W Q Uj Uj LL] DEPTH CF LOAD -BEARING EV4P HEADER Q Q J 2 ----- -- NUMBER OF PLIES IN HEADER (1 '.%" WIDE UNO) 0f W ~ r HEADER FRAMING ° x 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. Z T_ STAGGERED. o a Z 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN O EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. 3 FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. � � 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . Q I-_ 5, IF HEADER NOT SPECIFIED. CONTACT ENGINEER OF RECORD. fl Z 6. UNO ON PLAN. MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. U LL 7 TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q w OPENINGS 39" OR LESS. OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: Abbott Park J • SDWC15600 @ MAX 32" O.0 AS SHO10 NN, "ALTERNATE SECTION (HEADERS),ST-5 O U • SPH w/ (12) 10d x 1- 1/2" Ca16" O.C. OR J • DSP w/ (14) 10d x 1-1/' @ 16" O C. _OR li LOT 005-01-A o • FASTEN -TRUSS DIRECTLY TO HEADER w/ MTS OR W S w/ (14) 10d x 1-'/2" (OR EQUAL APPROVED BY EOR). Q w 8 CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAYBE FRAMED AT 24" O.C. 7I- Z Z FRAMING NOTES } U) O PROJECT NO: w 1 SIMPSON .ACRYL!C-TIE /\DHESIVE OR EQUAL SHALL BE USED !N ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.001715 0 ANCHOR BOLT. THREADED ROD OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O LL A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z DRAWN' O ADHESIVE/EPDXY MUST FILL THE HOLEIN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S = PML o SPECIFICA i IONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U p 2 ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY UNO. ALL WATERPROOFING AND FIRE SAFET•,L'j CHKD L0 SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. x EAF U) 3. ALL MIEN ".AL. CONNECTORS SPECIFIED ON PLAN ARE IN .ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W TABLE 2304 9 1 a J 4 BEAMS IDENTIFIED BY NUMBER ON PLAN :IRE TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q 5 FASTEN ALL MIIULII-PLY STUD COLUMNS AND CORNERS FOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. x U UPPER LEVEL MULT!-PI_Y STUD GROUPS BELOW ALL GIRDERI`` LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q �����11111111,f co SYSTEM O FOUNDATION. (NOT REQUIRED hEL,'O HEADER „ACK/KING STUD GROUPS) � �t (IN L,4 i� W S FASI"EN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)80 TOE NAILS OR (2)16d CoNION END NAILS.VEO FASTENALL TRUSSES AND RAF! EP,S TO TOP PLATES WITH (3)8d -TOE NAILS. m i�Z 3. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 0THICK.NE=SS ANC' MATCHING 71ALL STUD SPECIFICA110;NIS AS NOTED ON STRUCTURAL PLAN. UNO. w+. EXTERIOR'J'JALL DESIGN ASSUMES CONTINIJOuSLY SHEATIiED WITH OSB OR PLYWOOD Z *,O=xx%13.' �' U) O�`` Z Q O 02-26-2020 p w U REVISIONS: LL � � Q No. Description Date w (� J Q >- U U 0 O z z O = o U W I- x W STm1 a rhfii I/RAFTAI If'OKIKIFrTIf1R FAIMIKIFFRIKIr. 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 E1lJ EAr'H '1111AY 2020 V1.0 GENERAL FOUNDATION NOTES: a zm co 0? 1 70'-0" 3'-0" VERIFY AC COND LOCATION W/ 59'-10" 8'-0" 0"� 'FuO UNDA MO N PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 70'-0" C ONCRE I E SLAB ON GRADE SHALL BE MINIMUM 3 1/2 THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O O • EARTH TO EARTH FILL SUPPORTING SLABS CI GRADE 0 U PEX I ASSUMED TO HAVE ,A MINIMUM BEARING CAPACITY OF 2,000 psf, AND C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. `— COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED00 PROCTOR MAXIMUM DRY DENSITY. IT !S THE OWNER'S OR 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. e MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J INTERCHANGE/ABLE SEE SHEET ST-21D FOR ALTERNATE STEMWALL LL SECTIONS. td S y e 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS. SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-21D. true design studios Z 0 -- - -- cn FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 8"x8" DEEP THICKENED 12'' DEEP FTG UNDER BOX p A EDGE w, !1) #4 CONT _g COLUMN. FTG TO BE ' PROJECTED MIN 6" AS SHOWN W' �'SOx12 DEEP FTG 24"SQx20" DEEP FTG C ' P wr (3j #4 EW U)01HOMON y E 30"SQx20` DEEP FTG -F 36"SQx20" DEEP FTG 0 '�� �0 w; (.4) #4 EW wl' (4) #4 EW 48" SQx24'' DEEP FTG #8 VERTICAL TICAL DOWEL TYP w w/ (5) #4 EiIT&B H V AS SHOWN, SEE MASONRY -. NOTES ON ST-1 Q CL 1 112" SLAB EXTENSION AT FULL ROUGH U) OPENING WIDTH ) Z W (D W O oc O N O O LID ZvJ w w Q Z J z w m LU O U) w 0 _ w �' w Z Q O w M > 0 o W w o J w � 0 w o w X Z Q LL 0 'h pw �I O I- 0- z 0 U 0_ Q w p Abbott Park JQ C? O U J U) UL LOT 005-01-A p Q w U Q z z i s — z �- 7,7gE? O PROJECT NO: w -j 2020.001715 LL DRAWN PML ­7 U O CHKD - co�, x EAF U) �.7w w U 3 X U) ,I?ti Q %��►��t��i�i��� �w m �• NSF•:9 ., Z 0 8 16 6 •Y LL 1 r —-7/1 :� ST E OF �' 3 0-0 •• •••••R••• �``� �BSO0 U) �f5,1111111110 N Ai ��� p 0_ 02-26-2020 p 7 H W -- 7/0% U REVISIONS: W Q No. Description Date w SA NI7A RY ISO M EMIC ° 0 Z z = 0 U p W X W ST=2 0_ CMU/METAL CONNECTOR ENGINEERING CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH - - - d a a VAPOR BARRIER 16" 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH SEE ARCH (MAX 20" u DEEP) --�4u 4" EXTENSION UNDER BRICK VENEER VAPOR BARRIER 12' UNDER 1 STORY WALL 16" UNDER 2 STORY WALL \, BEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB oL BLOCK W/ (1) #4 OR #5 CONT. _ U) V) Q Q 0 VAPOR BARRIER /�� �� w oLn w \% U)< / #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. w//VAS /w��VA/ 4 TO 5 COURSES: 48" O.C./�// / , ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM `\� ./j ` �" #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT — / 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS - 1-STORY: 8' x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20' W/(3) #4 OR (2) #5 CONT 02 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. _ (BEYOND) FLOATING CONCRETE - w - U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 v U) (1) #4 OR #5 WWF OR FIBERMESH > Q U)CONT ,. Uj w ° J wo U) — — — -- e - FINISH O GRADE VA V/VAS\`/V�/V�/;�A�� #4 OR #5 VERT REINFORCING /// /�j UP TO 3 COURSES: 72" O.C. \- 4 TO 5 COURSES: 48" O.C. r o FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR UNDISTURBED SOIL \ #5 IN BRICK LEDGE VERT REINFORCEMENT TO -� 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL. PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT. -- 3VARIES PER 6" MAX ARCH PLANS 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE f01MG71 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24" (1) #4 OR #5 9W BEND @ 48" O C. -- —— -� as a a a a \ VAPOR BARRIER FOOTING TO BEAR ON FIRM 4* j UNDISTURBED SOIL �^I 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS )THIC FOOTING SECTION - 36" MAX DEPTH `NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER S-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB'vV'-5x6 - W1.4xW14VAYFOR \, o FiBERN1ESH m a - I SEE ARCH CD i3 (MAX 16") O O� 0 V;1POR BARRIER—" PEX 1� MIN` N t� IIIco X O Q. FOOTING TO BEAR ON -- /-� `I 6" OPT. EXTENSION IN BRICK r- FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL - (V 12" UNDER 1 STORY WALL %/ 1 M -. (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE LL 16'' UNDER 2 STORY WALL wr (2) #5 OR (3) #4 CONTINUOUS J tds i7i trey* design studios � (� MONOLITHIC �FOOTING SECTION - z � CONTACT FOR PRIOR, TO CONSTRUCTION IF ANY OF THE 0 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 FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O CONCRETE SLAB w/ 6x6 W � (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR cy FIBERMESH ?'n �. 1HO19ON' U) (D Jas a �4 �. a /\ co W e 16" - VAPOR BARRIER Q d \3 BEARING WALL FOOTING SECTION U W O w CONCRETE SLAB `vVI 6x6 —\ 1N1.4 x',N1 4V A"JI' CR FIBERMESH \ O — _TSEE ARCH DETAILS d. 8" MIN ti Cn Uj z 8"x8" THICKENED 8" U) FTG AT cn W Q 1..L. STEP-DOWN. SEE VAPOR BARRIER Z PLAN U) 7 w CURE STEP SECTION LUL U) W Q - `l' o Ir 8" UNDER MASONRY WALL I Z CONCRETE SLAB NL' —) 6" UNDER WOOD WALL Z M > Q 0 6x6 W1 4 x W1.4 1NVVF W W 1 1 1 OR FIBERNiESI I ,'� VARIES, ^-- - SEE ARCH QQ Q J (MAX 16") Uj Uj ��- 0 X LL LL �- �� a �� 12'MIN;/Z r- VAPOR BARRIER - �; t ✓'' \�\A >� O Q Ll 6" OPT. EXTENSION IN BRICK 0 W a LOCATIONS ON FND PLAN Z t�- { 111f 112" UNDER 1 STORY WALL w,i 0 W I(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL j - - BAR IN BRICK LEDGE <'16'' UNDER 2 S T ORY WALL �^:l Q J I(2) #5 OR (3) #4 CONTINUOUS I Abbott Park Q GARAGE EXT WALL CURB SECTION OJ — U) 4,l CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 005-01-A 0 FOLLOWING OCCUR: _ • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY } (D PER 3'-0" HORIZON T ALLYTO PREVENT EROSION OF SOIL. 0 U) O PROJECT NO w CONCRETE SLAB `A/,' 6x6 - j 2020.001715 LL W1.4xW1./,`ANNFOR \ 0 LL FIBERMESH x\ Z DRAWN: O 0'-0" A F. F. SEE ARCH U PML 0 - n - - (MAX 20" w r - -+- DEEP) CHKD' X EAF cn W W �� �r r --- - -- 4 Q Q 4" EXTENSION X U UNDER BRICK VENEER Q 1N Lgrr�r��i U) 12" UNDER 1 STORY WALL I -- } ,% 5 S /,'9 � 0 w/ (2) #4 OP. (2) #5 CONT VAPOR BARRIER m \ Z 16" UNDER 2 STORY WALL w O 85 /66 BEARING CURB STEP SECTION ST E OF - - CD Z �'s`9/ N cn 1"rrrrii�n���` TYPICAL REINFORCING BARS AT THICKENED 0 02-26-2020 FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH \ OF SLAB, TYP ALL RE-ENTRANT CORNERS `I HOUSE SLAB' RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW. DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS F- W U_ REVISIONS: LIJ LL � Q No. Description Date W U) T Q O 0 0 Z 2 0 U w X W ST=2mD W rhAl unnFTAI C`_(1NN1=('_T0P FAIr,INFFRINr. 0 'v I 0 d C9 r 6-4" 4'-8" 6'-8" R-W-1 7'-0" 4'-5" T-5" , 6-8" 6-8" 6'-8" J, 5'-0" 6-8" 6'-8" 6'-8" T-0" 1 ST IEV EL DO W EL PIA C EM ON T PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. rn 0" LINTELS K AV BC: FILLED OR UNFILLED i cV C) LT • 8F LINTELS SHALL BE FILLED. ON O LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. U? APEX DIMENSIONS ARE APPROXIMATE. MAX O.G. SPACING IS 6 -8 O.C., U.N.O. � N • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. 4 • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE 0 • SPANS MAY VARY 41- 8" FOR ROUGH OPENINGS �6 DOWEL LEGEND M '00e.\ NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -j LL- ® NO. 5 BAR w! VERTICAL BAR IN FILLED CELL '1k1/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN w J tds -6 J � NO. 5 BAR w! VERTICAL BAR IN FILLED CELL W/ MINIMUM true design studios 36" LAP REQUIRED, TYP AS SHOWN Z O �i (2) NO.5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM U) 25" LAP REQUIRED; TYP AS SHOWN U 9000 REGENCY SQUARE BLVD. OPT. NO, 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < SUITE 100, JACKSONVILLE, FL 32211cn o; NO. 5 BAR w! VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, C) HEIGHT OF DOWEL = HEIGHT OF COLUMN Q - e- W FRAMING KEY NOTES (CMU DG1 F- NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o « m (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) rn U ft H090N 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN a > OPENINGS. J F 00 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN w LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP Q Ca PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET 3. ATTACH SW TO FL OOR DIAPHRAGM PER ONE OF THE FOLLOWING: } A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS U BOTTOM CHORD TO SW DBL TOP PLATE Wi 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: 0� *FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. C) • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL 0") WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. � (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) L FAST EN EVERY STUD TO BOTTOM PLT w/ SP 1 ti >= OR (2) SDWC15450 @ ti914,X 16" O.C. O V J . TOP PLATE TO HDR VDU SDWC15600 @ MAX 16" O.0 Z �/w 5. FASTEN EACH BEAM TO MASONRY W/ META12 to � V ) _ w W Q _-; U) zw m ULI O CO w 0 w Z Q O W m > 0 0 0 J W W 0 w qq* w Cj� J x LL z T- O z O Q 0 w w CL z O a U w p w Abbott Park Q O U J U) U- LOT 005-01-A o Q _ w H U Q Z_ Z } (D C7 U) O PROJECT NO: W 1 2020.001715 � O LL- - ---- -- - -- -- - - Z - - p — -- — — --------- --- — -- --- DRAWN: LINTEL SCHEDULE PML o - - O- CLEAR SPAN- - LINTEL DESCRIPTION 1 -- -COMMENTS CHKD: �I���L No.. � --- ---------------- ------------ --- ------ - - x EAF w w - - - -- -------PRESTR DOOD GARAGE a J -Z - 1 t� 0 _...-- 8F-1-32 Q Q 1 U --- --- - - - 8U8 Q "�`���irtrrrr�� (n --- - - a 0 --- - ----- - L- 2'-C" - +-- 8U8 r ,�I ;�M LAND j�i,� cn - -- -- --- --- - - fi----- -- --- -- - --- { >- �� 5J . . FR �. 0 L-4 6'-0" 8F-16 m .` C E _Z -- L—v 8'-0" 8F 16 8080 SGD/ REAR PORCH N 851 'S L-6 9'-G" _ ? 8F-16 REAR PORCH W L-7 11'-8" - 8F-16 -� REAR PORCH - ---—I --- ---- — - -- ----- -I L-8 4'-8" 8F-12 FRONT PORCH 0 -0 ' 0 _ J -- - --- - - -� - --- O ST OF 4U w • (A Q �,�Si ••••, R �•• G`�`` Z NA ` 0 02-26-2020 w v REVISIONS: U- m Q No. Description Date w J O F- z Z = o U W H x w ST=3 n CI1 U/METAL CONNECTOR ENGINEERINGa 1 st IEVEL RO O F FRA M IN PIA N A, A S& E 1/4" = 1'-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES - 2 SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o - -- --- - - --- - -- - -- - Cl) • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > BY BUILDER o UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O O REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR CV LO TRUSS LABELS & DIMENSIONS � OVERFRAMING NOTES co • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN., O • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT N CONNECTOR. N • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. m FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO J RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. LL W RAFTER SPAN SCHEDULE J - -- LUMBER -�' _SPACING 11_---2x6 -2x8 21x Z 0 2x12 O 12" j 15-5" 19' 11' 23' 16 13'-4" IT-3" 20'-7" 22'-0" Q 24' '0' 11- 14'-1 16'-10" 19'-9" - - - -- -' 20 L.L./15 D L. #2 SYP 00 CEILING JOIST SPAN SCHEDULE r O. C: LUMBER SIZE -- - - - -' w F_ SPACING 2x4 2x6 2x8 2xl0 (n 12' 12'-5' 19'-6" 25'-8" 1 _l 26-0" 16' I 11' 3' 17 -8" 23 -4" 26'-0" > 24" 15-6„ a i 1" m -10 - -20' -�-23-11" 10 L.L./5 D.L. #2 SYP W TRUSS FRAMING KEY NOTES Q NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1 SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. U 2. TYPICAL BEARING BLOCK -- Z • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO W MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS w 0� BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. O O 3. LEDGER FRAMING NOTES C:) • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOWLO V (MAX 24" O.C. SPACING) OR ti • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Z LOCATIONS ON PLAN U) • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER w PROTECTION AGAINST CORROSION Z • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR U) LEDGERS ARE FOR INTERIOR USE ONLY. m ROOF FRAMING LEDGER TO WOOD: W 2x6 ._.._._...._.- ..............(4) 12d COMMON w 2x8. ...... .. ......... ... .. ....... (6) 12d COMMON Z_ 200...............................(8) 12d COMMON 0 2x12 .... ...... ............. .(10) 12d COMMON Z W LEDGER TO CMU (W/ 3" TAPCON OR TITEN). Q PT 2x6. .. .(2) ROWS a" 0 @ 24" O.C. STAGGERED � PT 2x8._ ._(2) ROWS %" 0 @ 16" O.C. STAGGERED O PT 2x i0...(2) ROWS ;%4" 0 @ 8" C.C. STAGGERED PT 2x12.....(2) ROWS %" 0 @ 6" O.C. STAGGERED 0 LL Z FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): O 2x6........... .... .. .......(3) 16d COMMON 2x8....... ........... ..... I.. 5) 16d COMMON 2x10.............................(7) 16d COMMON 2x12..............................(9) 16d COMMON 0 LX FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): 0 PT 2x6...............................(3) Y4" x 4-'/2" LONG #14 WOOD SCREWS U PT 2x8. ............. .................... (5) Y." x 4-'/,." LONG #14 WOOD SCREWS Q PT 2xl 0................................(7) '/4' x 4-1/2" LONG #14 WOOD SCREWS _ PT 2x12.................................(9) W x 4 %" LONG #14 WOOD SCREWS x O 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE LJL 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 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 = U w F- x w a Q X m 0 Z O w Q Z U) O f= U LL Q C� O J O Z U w F- X W a. 6 ,& a �qll J tds true design studios � 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O Q � � W J a 0� W o CO � a o m w �w G w w d� Q Abbott Park LOT 005-01-A PROJECT NO. 2020.001715 DRAWN: PML CHKD EAF ����r>Irrrrrr 5b j kN :��' •�•v' . LA/y/ y NqS i 44/'. ••" '�.O R,pP. 02-26-2020 REVISIONS: No. Description Date ST=3A W ti X Z O 0 Z a. LL w J U U) 0 w F- Z _(D U) LL O 0 O U) w Q U U) W z_ 0 U) Z Q rY 0 Ill U) w F- w Q U U) 0 Z O 0 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 1l/'�" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) 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 1%2" 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 I FOR MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE _ PROPERLY WIND LOAD RATED SOFFIT Vb MOISTURE _ ♦I MATERIAL CONTINUOUS @ PERIMETER. + BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C TRUSS TO TOP PLATE MOISTURE BARRIER OTHERS DESIGN PRESSURES ON SHEET ST-1. W/ H2.5T OR RT7AT, BETWEEN MASONRY AND r _ - I PROPERLY WIND LOAD RATED I TRUSS OR RAFTER TO BOND BEAM W/ OR SDWC15600 NON -PT LUMBER BY OTHERS - SOFFIT MATERIAL (1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x 01I LINO ON PLAN I CONTINUOUS @ PERIMETER CMU BOND - I 1' IN TRUSS NOTE: IF META12 OR VERT. REINFORCING T SEE TABLE 1: COMPONENT BEAM W/ #5 ( 8" CMU BOND BEAM HAVE 10" STANDARD - AND CLADDING DESIGN CONTINUOUS ATTACH IS IMPROPERLY INSTALLED, '/iPOURED CELL HOOK INTO BOND BEAM i -\_(l) PRESSURES ON SHEETS T-1. I HTSM20 OR HSTWBOND BEAM W/ M FROM BEAM T • EVERY OTHER STUD TO TOP PLATE - ICOURSECMUBOND = I 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 MAX 32.'O.C. - I I AT CORNERS • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 I I TCORNERS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. BOTTOM PLT ANCHOR %" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR %" WEDGE BOLT W/ MIN 4'/z" EMBED W/ WASHER @ MAX 48" O.C. /X 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 11 I EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN. SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 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 ALTERNATE WALL SECTIONS & TYPICAL DETAILS GENERAL NOTES APPLICABLE TO ALL,- 1 ALL TOP PLATES ARE TO BE BUILT WITH (2)2x- NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 3 ALL INTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 4 ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING. REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. DiS'T. FROM DOOR JAMB [MJlN. SCREW DIST FROM DOOR JAMB MIN. SCREW NiiNDOVJTO BLOCK LENGTH '' VAl;NDOW10 BLOCK LENGTH O� i% ----- PER PJIANUF. 3" 5' 1, L _ 2 i4 ,3/,,, 3 3/4 5��4 I TYPICAL DOOR/lAIINDOW JAMB TO BLOCK j)'PICAL FOR Ai-L MASONRY OPENINGS, LINO) o C} O N 0 0 N c �} O � N N co J LL W tds - J � true design studios Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 -� a O O :3 .,_. W U (n 0 _j W tf Q 0 U z W 0 w O O O O t` LO I- >= 0 V J Z r^ w C/) < fj. w Z zw LLJ O U) w w Q F— W z Q O W m > 0 0 o � w w 0 waf o w J X z z o z i= O a o IY w a z olf ry O 0- U U_ Q w � J Abbott Park Q O U J - (n ILL LOT 005-01-A o Q - - w U Q z_ z Q PROJECT NO w O p JO 2020.001715 w Z O DRAWN--- --- v PML o CHKD. Liz x EAF Lo w w a J � U Q ,��1111 11111ii (n `%%%� IN Lgl�/j ��i,, co m ` � i w .` No 851 � Q a ct o • �i r � S TE OF : �� W .00 <(/� Q O 02-26-2020 p w v REVISIONS: Q I No. I Description Date i I— w Ln J z _ - o U W F- X ST=5 W a_ CMU/METAL CONNECTOR ENGINEERING MOISTURE BARRIER BY OTHERS #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. UPLIFT CONNECTION PER/ TYPICAL WALL SECTION e 1 r TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2; SHEET ST-1 (PORCH - - CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) r� I TIT PRE -CAST LINTEL PER PLAN z — FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN --- — MITER -CUT LINTELS AT CORNER. CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER 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 BRACfT 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 8'-0" OR AS SHOWN ON PLAN l FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10 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. ROOF DECK ROOF TRUSS OR RAFTER --SUB FASCIA "X --MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN 2x4 SYP OUTRIGGER @ 24" O.C. — CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1 '/2' 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH ! > BLOCK TO ROOF DECK WITH 8d ti COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN i L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING !i -- MOISTURE BARRIER SHALL BE i PROVIDED BETWEEN MASONRY i AND ALL UNTREATED LUMBER . GABLE TRUSS TO BOND BEAM W/ - META20 @ 48" O.C. W/ MIN (7) 10d x 1 X (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) TOP OF FINISH 8'-1" ABOVE --- F.F.E. TOP OF GARAGEDOORR 6-1" ABOVE F.F.E. - - - 4'-9" ABOVE Ilk F.F.E. 2'-9" ABOVE F.F.E. J 2x6x12 PT CENTER BUCK 48" DIA. ANCHOR 2x4 PT TOP I.OF OPENING .- 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 48" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 ''/2" x )t6" 0'-9" ABOVE - THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB - -- -- F.F.E. GARAGE DOOR JAMB DETAIL VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM ------ ----II - ---- - GARAGE SHEAR PIER PRECAST LINTEL SEE PLAN EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. N0.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. CONCRETE FOUNDATION WORK PER PLAN TRUSSES NEEDING BRACING LATERAL BRACING MULTIPLE TRUSSES O U O cy O `- APEX � 0 -1 O N N N co J u- w tds J 5; true design studlos Z O --— Y 4- 0 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn 1 ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO 3 SPF OR BETTER (UNO). O 2 SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY O CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 3 BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS W CT NEEDING BRACING ON -HE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. b 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO) p p� 5. DESIGNED PER BCSI-B3. 2007. 0] p bag& m } CONTINUOUS LATERAL RESTRAINT WEB MAX RACE SUBSTITUTE Q �, WEB MEMBER SPECIFIED ALTERNATE BRACING; O SIZE CLR T OR L_ SCAB !I (n 2x4 - - 1 ROW =2x4 (1)2x4 �I 2x4 2 ROWS 2x6 (2)2x4` U _. T-BRACE FASTENED TO - - - - -- - ----- Z WEB Wi 10d AT 6" O.C. 2x6 f 1 ROW 2x4 (1)2x6 w 2x6 2 ROWS _' 2x6 (2)2x4* 0 2x8 -- 1 ROVV 2x6 -- (1)2x8 w 2x8 2 ROWS 2x6 (2)2x6` - L-BRACE FASTENED TO O WEB W'/ 10d AT 6" O.C. O O SINGLE TRUSS BRACING ti IT i, INDIVIDUAL WEB BRACING MAY BE USED V•JHEN CONTINUOUS LATERAL LO - >= RESTRAINT (CLR) !S SPECIFIED ON A TRUSS DESIGN BUT AN ' A SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. O U) WEB W/ 10d AT 6" O C . 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRAC!NG. L-BRACING. OR Z W `IF (2) BRACES ARE V J REQUIRED. APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. Cn MAX TO EACH FACE OF WEB 3 INDIVIDUAL WFB BRACING MATERIAL TO BE SAME SIZE, SPECIES AND 0 GRADE AS WEB TO BE BRACED. w Z U) z W CIOW O U) w Q 73 W Z Q O W m > 0 0 o J W w o W �W/ J _X z T `— O z / BOND BEAM _ * REINFORCEMENT LLI (SEE WALL SECTION) w O FILL SOLID TO BOND BEAM U w _ LLI 8 F - # •• DEPTH OF LINTEL ASSEMBLY "d" �--GROUT FILLED LINTEL ASSEMBLY —8" FRECASf LINTEL SEE PLAN. 8 F-# �- BONO BEAM REINFORCEMENT - (SET WALL SECTION) COURSING BELOW BOND ` BEAM MAY BE FILLED OR UNFILLED 8U8 �— LINTEL MAY BE FILLED OR UNFILLED --- 8" PRECAST LINTEL SEE PLAN. 8U8 -- — BOND BEAM O REINFORCEMENT uj (.SEE WALL SECTION) O � of a_ z ui U _ -,=_= — FILL SOLID TO BOND BEAM O Q w j/— LINTEL REINFORCEMENT Abbott Park 0O U � LL LOT 005-01-Aui o 8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" Q H --- #5 BOTTOM BAR TO EXTEND Z Z NO LESS THAN 1" BEYOND BEARING AT EACH END } 0 --- GROUT FILLED LINTEL ASSEMBLY i O PROJECT NO. w 0 --- 8" PRECAST LINTEL SEE PLAN. 2020.001715 O LL O 8F-1 -.,).j } = DRAWN P M L o U O Lu CHKD Lo x EAF U) Q Q U Q0111111111 (� G N 0 10 I4�o 66 Q Z B ��' S ATE OF .'�/� 0 02-26-2020 W U REVISIONS: ui TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W (n J cn o o O z z O U W I— X ST=16 w 1 0- CMl HAFTAL. r.ONNFCTOR FNGINFFRING< 21�3y Sty ,�-e 0