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Home My WebLink About8133 Wheat Stone Dr14 w i STRUCTURAL SHEET NO. SHEET NAME ST-1 ST-2 STRUCTURAL SPECIF_ ICATIONS 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 SECTIONS AND DETAILS ST-6 DR HORTON A4DB DELRAY ELEVATION A Abbot Park,, LOT 046=03 ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN ALL WORK SHALL COMPLY WITH PREVAILING CODES I=1.OR104 SUi' E)IN 7 CX3DE, NATION .4t DE AND THE CIT r. OF ZEPHYRHILLS URDINMICE6 REVIEW f3A�� Q10 CITY OF ZEPHY HI PLAN EXAMINER BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2017 FL BUILDING CODE - FUEL GAS: 2017 FL BUILDING CODE - PLUMBING: 2017 NATIONAL ELECTRIC CODE: 2014 FL BUILDING CODE - MECHANICAL: 2017 FL FIRE PREVENTION CODE: 2017 FL BUILDING CODE - ENERGY CONSERVATION: 2017 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE. PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' CONDITI_ONED AREA a 1 st Floor 12034 SF 2034 SF_ UNCONDITIONED AREA Garage 459 SF Entry 28 SF Lanai 218 SF _ 705 SF Grand total i2739SF j Ifni i IRACC 1st Floor ?8982 CF Grand total 18982 CF U ca 0 O 0 r APEX -�0 00 I r N co _j U_ w J J � trine design studios z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O_ o 0 r to w 04R*Ra9DN' a' m w c� z w W 0 0 0 rn LO ti o Q z W U Q _ U) w w z J z W Uj O cn w pw Q z > o LU W o o J W LU 0 p W W x O r x LL LL z r o z Q W O F- a. z w O a_ U U_ 0 w Abbot Park Q "- LOT 046-03 0 --- - - - ---- - _ . w z z _ O OPROJECT NO: w 1 2020.003566 � O u- z DRAWN: O v JTM o wCHKD: u7 JAC U) w w J U Q U) m z_ z O I w U) 2 O Q z Q O_ 04-30-2020 0 I— w U REVISIONS: U_ --- No. Description Date w � J } U cn _1 — --- O Z Z = O U � w X JCL W 0000 Q Footer Re -Bar (sized according to foundation plan) ° .°.T #4 awg CU bare w/ 10' stubbed outside of slab at service q location. Connect to Tooter steel �n w/ (2) ground clamps 5' apart , i-- a J. UFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS - 150 = #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE _ Conduit. f A/C DISCONNECT METER MAIN DISC. 150 OR - _ #12 COPPER TO APPLIANCES AND GFI 200 AMP TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANELUNDG #10 COPPER TO WATER HEATER #8 COPPER TO RANGE SERV. BY ERV. B POWER CO. #6 COPPER TO HVAC N.T.S. #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ABBREVIATIONS LEGEND ROOF NOTES EXTERIOR ELEVATION GENERAL NOTES GENERAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 FRONT ELEVATIONS BANDING, MOLDING, • ALL CONSTRUCTION SHALL MEET THE LATEST COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE ABV ABOVE COLUMNS AND TRIM SHALL RECEIVE A SAND EDITION OF CODES ADOPTED BY THE LOCAL • PER NEC SECTION 210.12 B ALL 15A & 20A, 120V AC AFF AIR CONDITIONER ABOVE FINISHED FLOOR • ALL OVERHANG DIMENSIONS ARE TO EDGE OF FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING j GOVERNING AGENCIES BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AHU AIR HANDLER UNIT RAFTER. REFERENCE WALL SECTIONS/DETAILS AFCI PROTECTION BILK BLOCK FOR ALL OVERHANGS NOT DIMENSIONED. SIDE AND REAR ELEVATIONS BANDING AROUND • PER FBC R302.5 NO OPENINGS FROM A PRIVATE CABS CABINETS WINDOWS AND DOORS MAY BE OPTIONAL PER GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING • CARBON MONOXIDE PROTECTION PER FLORIDA CLG CEILING F MUST BE INSTALLED IN • ALL U COMPLIANCE WITH COMPLIANCE WITH FBC R501.1.1 COMMUNITY SPECS -SEE COMMUNITY AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' CHR CHAIR RAIL SPECIFICATIONS OR CONSULT THE INSULATED STEEL OR 20 MIN. FIRE RATED DOORS COFF COFFERED CONSTRUCTION MANAGER. ALL BANDING SHALL NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED OF EVERY SLEEPING ROOM • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT RECEIVE A SAND FINISH WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE COL COLUMN OUT IN ROOF SHEATHING PER MFR WRITTEN GARAGE OR PENETRATING THE WALL OR CEILING • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. COND CONDENSER INSTRUCTIONS • ROOF COVERING SEE COMMUNITY SEPARATING THE GARAGE AND DWELLING SHALL BE CRN CROWN MOULDING SPECIFICATIONS OR CONSULT THE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V CVAC DBL CENTRAL VACUUM SYSTEM DOUBLE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR RECEPTACLES INSTALLED OUTDOORS MUST BE DIAG DIAGONAL OTHER APPROVED MATERIAL AND SHALL HAVE NO GFCI-PROTECTED DR DOOR • FLASHING SHALL BE INSTALLED AT WALL AND OPENINGS INTO THE GARAGE DRY DRYER ROOF INTERSECTIONS, DECK AND WALL • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V DW DISHWASHER INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN . PER FBC TABLE R-302.6 GARAGE SHALL BE RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN EB EYEBROW ROOF SLOPE OR DIRECTION, AND AROUND ROOF SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ NON -DWELLING OCCUPANCIES-i.e. OUTDOOR FL FLOOR LINE (MAT. CHANGE) OPENINGS MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE SUMMER KITCHENS RECEPTACLES) MUST BE FLR FLOOR • WINDOW PAN FLASHING SHALL BE IN WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE GFCI-PROTECTED FP FIREPLACE ACCORDANCE WITH FBC R703.8 SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE FXD FIXED "X" GYP BOARD, WHERE THE SEPARATION IS A • PER NEC SECTION 406.8(B)(1) 15A & 20A FXT FIXTURE • WALL HEIGHTS VERIFY ALL BEARING WALL FLOOR -CEILING ASSEMBLY. ANY STRUCTURE RECEPTACLES IN A WET LOCATION MUST BE WITHIN GLS GLASS HEIGHTS WITH FINAL TRUSS LAYOUTS j SUPPORTING THE ASSEMBLY SHALL BE PROTECTED AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN HB HOSE BIB W/ MIN 1/2" GYP BOARD ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING • LATH PER FBC R703.7.1, LATH AND LATH RECEPTACLES SHALL BE LISTED AS WEATHER AV LAVATORY ROOF VENT CALCULATION SHALL BE ' PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION RESISTANT LT LAUNDRY TUB - — - - —� CORROSION -RESISTANT MATERIALS. EXPANDED WOVEN WIRE LAATTACHMENTS METAL CORROSION-RESISTANT TH SHALL BE WHERE THERE IS USEABLE SPACE BOTH ABOVE MRBL MARBLE FORMULA: ! ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE AND BELOW THE CONCEALED SPACE OF A • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL MC MEDICINE CABINET NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS MIR MIRROR 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, INSTALLED SO THAT THE AREA OF THE CONCEALED TAMPER -RESISTANT MTL METAL OF CEILING SPACED NOT MORE THAN 6 INCHES (152 MM), OR SPACE DOES NOT EXCEED 1,000 SQUARE FEET. OH OVERHEAD `144 SQ. IN. = 1 SQ. FT. AS OTHERWISE APPROVED DRAFT STOPPING SHALL DIVIDE THE CONCEALED • PER NEC SECTION 800.156 NO LESS THAN ONE OPNG OPENING BLDG. CEILING (SF) x 144 =BLDG (SQ. IN.) ', SPACE INTO APPROXIMATELY EQUAL AREAS AND COMMUNICATION OUTLET SHALL BE INSTALLED OPT OPTIONAL BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED • PLASTER PER R703.7.2, PLASTERING WITH INSTALLED PER FBC R302.12 & R302.12.1 SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% PORTLAND CEMENT PLASTER SHALL BE NOT LESS WITHIN EACH DWELLING UNIT R & S CLOTHES ROD and SHELF AT LOW. THAN THREE COATS WHERE APPLIED OVER METAL REF REFRIGERATOR LATH OR WIRE LATH AND SHALL BE NOT LESS • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED • PER NEC SECTION R314.3 AND R315.1 SMOKE SD SOAP DISH PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN TWO COATS WHERE APPLIED OVER FLOOR SURFACES LOCATED MORE THAN 30" ABOVE DETECTORS TO BE INSTALLED INSIDE EACH SDLTS SIDE LIGHTS THAN 50% OF VENTILATION MUST BE PROVIDED BY MASONRY, CONCRETE, PRESSURE -PRESERVATIVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS SLEEPING AREA SGD SLIDING GLASS DOOR � VENTILATORS LOCATED NO MORE THAN 3-0" BELOW TREATED WOOD TI DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION GYPSUM NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 SH (2) SHELVES (QUANTITY) THE RIDGE OR HIGHEST POINT OF THE SPACE ER SURFACE F BACKING. IF THE PLASTER SURFACE IS OPEN SIDES OF STAIRS WITH A TOTAL RISE OF • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED SHWR SHOWER COMPLETELY COVERED BY VENEER OR OTHER MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO TB TOWEL BAR BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) FACING MATERIAL OR IS COMPLETELY ! SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT INSTALL- KIDDE MODEL # 14618A SMOKE ALARM, OR TPH TOILET PAPER HOLDER CONCEALED, PLASTER APPLICATION NEED BE MEASURED VERTICALLY FROM THE NOSING OF THE APPROVED EQUAL T&S TUB and SHOWER (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) ONLY TWO COATS, PROVIDED THE TOTAL TREADS TEMP TEMPERED PER LINEAL FT THICKNESS IS AS SET FORTH IN TABLE R702.1(1). • PROVIDE GAS DROPS AS PER COMMUNITY ONLY TR TRANSOM (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR . PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN VOL VOLUME W/ 9.19 SQ IN (NFVA) PER LINEAL FT PLASTER SHALL BE APPLIED TO COVER, BUT NOT SIDES OF STAIRWAYS, RAISED FLOOR AREAS, • JUNCTION BOX AT WATER HEATER, RANGE AND/OR WC WATER CLOSET EXTEND BELOW, LATH, PAPER AND SCREED. THE BALCONIES AND PORCHES SHALL HAVE DRYER TO BE 220V IN NON GAS COMMUNITIES, AND WD WOOD CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL PROPORTION OF AGGREGATE TO CEMENTITIOUS INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES 110V IN COMMUNITIES THAT HAVE GAS OPTIONS WH WATER HEATER NOT INCLUDE NON -VENTED FIRE RATED SOFFIT MATERIALS SHALL BE AS SET FORTH IN TABLE WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" PROVIDE APPROPRIATE RECEPTACLE PER WNCT WAINSCOT LOCATED LESS THAN 5' FROM PROPERTY LINE R702.1(3) OR MORE IN DIAMETER WS WATER SOFTENER APPLIANCE WASH WASHER • WEEP SCREED PER R703.7.2.1 A MINIMUM . PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY GAGE), CORROSION -RESISTANT WEEP SCREED OR OR FENCES CONTAINING OR FACING HOT TUBS, WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS PLASTIC WEEP SCREED, WITH A MINIMUM SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, EXCLUDED). 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 • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE EDGE OF THE GLAZING IS LESS THAN 60 INCHES LESS THAN 30" DEEP AND 30" WIDE SHALL BE WEEP SCREED SHALL BE PLACED NOT LESS THAN MEASURED VERTICALLY ABOVE ANY STANDING OR PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES WALKING SURFACE, SHALL BE CONSIDERED A APPLIANCE (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 I I SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS i • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND I I, SPACING O v O � O N 0 APEX 0 N CD N N M _j U_ J tds -6 true design studios Z O U) Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 0 o 0 4— W � 11HOMON } m W co 0 } N Z W W O O O O r- IT LO O Q U) Z W Q_ WLU Z J Z Lu 00 Uj _O w LUF- LU W Q Q O Z_ (� > Q ¢ Z W m w o W W 0 0 W W 0: LL O `- LL LL X Z aO Z F- 0 W O Z af w O a U ILL w Abbot Park ¢ O U J U_ LOT 046-03 (n 0 't _ _ W H Z Z 0 >- C� O PROJECT NO: W W 1 2020.003566 U_ DRAWN: --- Z U — — _ JTM O o LO wCHKD: JAC X w w ¢ U Q � } C� m Z 0 W Z 0 O w O ¢ Z Z Lo ¢ O 04-30-2020 0 1= w U Lo REVISIONS: 1N N Oo `7 RIFY AC COND LOCATION V/ SITE PLAN kn Ln W Uj w= Ntn_ O 00 m N 17'-8" OWNERS SUrIE 9'-4" CLG I� 8'-8" - ---- M - I I i i ii I I � ao I I� I I 00 I I OUTDOOR I I LIVING 9'-4" CLG I I 19 I I I I I i I I� I i I Co I I m I I 180 1'-4" I. 8'-0" i 21( 4'-10" 0 L a o ,Uj 0 0 00 70'-0" pe 5'-8" 5'-10 1 /2" 5'-3 1 /2" 11'-4" 2'-8" 21'-6" 31'-10" 11'-4" 26-10" I I VERIFY AC COND I LOCATION 3010 FX TEMP 3052 SH TEMP EGRESS W/ SITE PLAN HB 8'- 0" H.H. 8'- 0" H.H. --IIIIIIII III Hill II— j 1S&1R.- -- °o 9'-4" CLG _ iv IT � �', WIC � 127 N ,; 36"x60" M 9'-4" CLG 120 00 Ica.1IT 21068 21068 125 �, iLn II i M I o \> 00 / BEDRO O M 4 0 9'-4" CLGID 161 ! OWNERS BATH 2106 9'-4" CLG I WH 1160 f _--�GARAGE o ,WIC I I 9'-4" CLG o 9 -4 CLG � I O I I O I N 1S&1R I I I I I X j N 21068 F_r -fin I N r, AHUI L--� 21'-0" N 00 8 1/2"- 3'-2" - "' o M EC H \ 4 N 163 9'-4" CLG ih _ 12'-2" 8'-2" LAUNDRY 2868 ---- -- - -- 9'-4" CLG 162 0 0 9'-4" CLG _ C) \ N 0 0o00 L 0 101 - _ GREATROOMLX 9'-4" CLG 105 N N N M v 6'-10" 8„ 6'-4" 8" I I v 9'-2" � I I I N I I �C? IT ' 9 FOYER �� --- CLG_ 9 -4T" C GI 1 °r°� v v 12'-4" T-5" 4'-3" 2'-2" 13'-6" 17 4'-6" N 6'-0" 1 5'-0" • I I I _ � I 108 -- - - - - -- °Q a°I 101 o I _ = DINING = 9'-4" CLG 130 142 2'-8" 2'-4" Ln o I M N O° KHU HEN _ 9'-4" CLG =0` �10 N 143 PANTRY i -- - - 9'-4" CLG m _ N 140 • 0 q 3 SHS _. 2020 FX 2020 FX 2020 FX 8'- 0" H.H. HB 8'- 0" H.H. 8'- 0" H.H. 2'�_3 -6 .. - 3 -4 � 1 st_ LEVEL F 0 O R PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" 25'-2" 5'-0" --- 102 N DO 00 d' 9'-4" CLG 668 21068 166 3 SHS O 3 S\\\HS `V BEDRO O M 3 T112 BEDROOM 2 9'-4" CLG 9'-4" CLG 9'-4" CLG 59'-10" IIIIIIIII IIIIIIIIIIIIIIIIII�Iilllllllllllllllllllllllllllllllllllpllil! 3052 SH TEMP EGRESS _ ' _ 00 00 io to - N � i u= w Ln S p N Ln C M (�, M LL 10,. FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED i 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from 7'-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 W 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER E O u O O 0 N lr-: APEX M N M M Ir- N M J n{ W t S J Q J true design studios N Z O W U 9000 REGENCY SQUARE BLVD. cll Q SUITE 100, JACKSONVILLE, FL 32211 ch O_ O O W DeRsH09ON' cy F- J • r m W Q C� U z W U' W w O O O O ti It to ti ♦♦^^ Z vJ cow 9 < w W w - Z w Uj o w LU LU QW Z Q O Z M / Q Q W W w 0 o � J w W LU w O LL U. Z Q O z O w O I" Z O U LL W Abbot Park O U LOT 046-03 Q --- - Uj Uj Z Z 0 } (� O PROJECT NO: to W J O 2020.003566 0 L'- z DRAWN: U ------ JTM O o LU CHKD: LO xLU JAC LU Q x U m Z Z O W � 2 Z Q O_ 04-30-2020 I- W U REVISIONS: U_ - - No. Description Date W J } U � - O z z U 0 W H x A110 CC Q RIG HT E YA MO N 1/8" = V-0" WHEN PRINTED ON 22"x34" 1 DECO DRAIN TM A200 1 1/2" = V-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT VENT PROP PROP Area HIGH LOW # RATIO HIGH LINEAL FT LOW l 2738 SF� 657 in2 657 in� 4 �144 �- 57�160 �470.4� N 4� r- (TYP} RO0FPIAN 1/8" = V-0" WHEN PRINTED ON 22"x34" 5:12 RIDGE Lys � Rio 5:12 ��- N1 �y 1st LEVEL BR 1 st LEVEL FFI -o, -,O _ o„--------- MFrr EIEVA MO N 1/8" = V-0" WHEN PRINTED ON 22"x34" RFA R El" A 110 N 1/8" = V-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG 1st LEVEL FIFE 01 - 0,1 ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE WISTUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 117' THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7!8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVERASPHALT 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 - Z x 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 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. f OF LIGHT TO BE 6'40" A.F_F. U.N.O. BUILDING HEIGHT AFF _ — _ — _ _ — _ HEIGHT ABV GRADE BUILDING HEIGHTAFF 18' - 7 7/8" 17' - 11 7/8" 1 A200 266 - 12 i221� -- _� 5 201 �- 4" 260' ^� 1 s t LEVEL BRG 1st LEVEL BR G -t, �� 'w 260 6„ "x62 263 18— - - � 21 2" OVER 4 0 `. (+1" PROJ) - — _ ----- --------- -- SLP TOP ... 8" fTYPGABLE END) l - ---- -- 1st LEVEL FIFE -- ------ - -- -_—— _- -_— --- 1st LEVEL FFEt,----------- 0-0° - 0 0° 3068 w/ 3010 TRANSOM ABV FRONTE TAMON 1/4" = V-0" WHEN PRINTED ON 22"x34" O O } 0 O Q N APEX aN0 qVj o w rn � � O N L tds J J true designs studios (D z O Cn U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 -� O O � O .- W CF F- 01HOMON' * .w J + % m cr- 0 U z W 0 W tY O O O O I'+ u7 ti O Q U)z w (D Q_ U)� W J z w m Uj O co w Q W z Q O z Q Q m w o � J w W w o U- LL X z aO z i- O w z a O a U W p w Abbot Park C O U J U- LOT 046-03 (A 0 Q w _ z z 0 O Uj O PROJECT NO: LLI -j 2020003566 .O U- z --- - DRAWN: U JTM O o CHKD: LO w JAC w CIL Q U X m z 0 w z O W � Q z z O 04-30-2020 W U REVISIONS: LU U- ----- ---. - .. . - -- -- - No. Description Date ~ w (n J O I— Z --- z = O U 0 W x A200 W d Q U 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 1 CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS VARIES (RE: 'L�OF PLAN) I, I ful VARIES (RE: 12 ELEVATION) F- FA 1StLEVELTOB/hVARIES i INSULATION PER CODE y2" 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" = 1'-0" FIBERGLASS SHINGLE 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 l CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS §8" THICK STUCCO FINISH - TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT VARIES (RE: �OOF PLAN) I, I r 1mal ♦♦ 9 0�ie0114 GRADE (SLP AWAY FROM\11'' STRUCTURE)(TYP ALL SIDES) _ _ �� n li VARIES (RE: 12 ELEVATION) 1st LEVEL TOB _ VARIES (RE: ELEV) INSULATION PER CODE 12" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" INSTALL VAPOR BARRIER IN ACCORDANCE WITH —ASTM E 1643-98 ----- FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION 1,'A400 % SCALE: 1" = 1'-0" C 0 0� 0 N � O 4 4 APEX U o rn � Q N c� co U_ w Q J � J z t S O true design studios U) Y U Q 9000 REGENCY SQUARE BLVD. q}'j o SUITE 100, JACKSONVILLE, FL 32211 c o v, O rT N w r l a c n U w 0 0 O 0) LO O z c� rnCD w z w U) m -- w w W (n z z G w O 0Y O U_ w w O a o a O U X = Q z O O ILL w Q z U z a LL O -- Q J U O U) PROJECT NO: W U � w Q ~ z aDRAWN: DVO 0 Q CHKD. w TSD U_ � O m801 o LO w U) w O -' w U 2 U) z 0 z O U Q z REVISIONS: 0 No. Description Date o O w z— --- — ------ U) _ - w U = w ~ w X J w v Il U) Q o A400 z O 0 WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED Vx5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. 1. FOLD INWARD at PT. A O 1. FOLD INWARD at PT. A 2. CREASE at PT. B ® FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C z2kt�:7 ® ® FOLD at 77° WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES x ROOFIWALL SCREED x x x x 5x5 WALL FLASHING x x z W� CZ ?w a Q x x x FLASHING x (SEE DETAIL) FELT UND Y �l�` � WATER TIGHT SEAL �eo�ce� (BEND OR SOLDER, DO NOT T) SHINGLE ROOFING 1� DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, FASCIA WRAP NOTE: INSTALL KICKOUT MECHANICALLY FLASHING AT BOTTOM OF FASTEN 4" O.C. MAX ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS) BLDG PAPER UNDER 'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATI, WRB LAYER #1, STUC WRAP WOOD SHEATHING APPROVED HOUSEWF BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 ELECTRICAL RECEPTACLE ti 2x SUB-BAND\W/1/2"X? NOTCH ___________ L/ @ END, WRAPPED IN PEEL & STICK DRIP EDGE ----- , �� 1\ I %' TEXTURED I FINISH @ WOOD�58" TEXTURED FINISH @ CMU 1 1/8" / \ FROM METAL FASCjA WRAP FROM \ I� STUCCOI, j✓FROM wo WALL EXTERIOR WALL \ L. _ffR-AME OR CMU) \ \ NOTE: NOTCH FOR 2x6 SUB \ ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ ROOF DECK (BEYOND) \ MOW) CnrrC 4„ nrc,A,Ai 1 SUB BAND DETAIL \1 OA ELEVATION I. PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 1 "x4" NOTCH @ END METAL WRAP FASCIA 2x6 SUB Bf DRIP EDGE EXTERIOR WALL (FRAME OR CMU) WALL WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 8, STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N,T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK -ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL WALL CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK 'ROOF CEMENT @ ROOF =DGE OMITTED FOR CLARITY AIL a- WALL W/ KICK -OUT SCALE: N.T.S. E o O O U N y, iT e— O co APEX � U O � O ,S< i N N co _j U_ UL _1 Jtds Z Q O true design studlcss Y U 9000 REGENCY SQUARE BLVD. pj o SUITE 100, JACKSONVILLE, FL 32211 c O 6 T_ O W N U p •� J 01HOMON' N 00 W • r a a 0 U Z 0 W w O 0 O O ti d' u7 t` O Z U W Z w co coL.i N � W W Z �W V ) Z G w 4 O � 0 O U_ w W o w Q LL 0 ww O U - X Z Z 0 0 LL ~ Q Z U � Z d 0 J 0 -- Q j U Z 0O UPROJECT NO: W H ~ Z IX DRAWN: 0DVO CL W CHKD: UJI TSD LL 0 1-0 O LO W 07 W O J Q W U Q W Z 0 O U LL W Q Z c REVISIONS: O No. Description Date 0 o w Z LU = W U T_ W ~ I— W X J W Q A500 Z 0 0 1/2" (MIN) STL FINISH TEXTL PER COMMUI SPECIFCATIC FLANGE CASI BEAD CASING BEAD at WN SCALE: N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) z 0 a m J i3 VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. 1z" GYP BRD OVER J PRE -SHAPED STUCCO BAND 1 x2 TREATED W/ SLIP TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1 Y2" = 1'-0" PRE -FORMED CONTROL / 5 JOINT W/ STRIP LATH /8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN " MASONRY BEFORE APPLYING) CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 2 1/2" CORNER BEAD (FASTENER & SPACING at 7"O.C.) ;MU 1/2" (MIN) STUCCO FINISH (EXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) " GYP BRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS — - - WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) ti WOOD BLOCKIN _ SELF ADHESIVE -OR-FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT I WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 4e' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 1 1/2" = 1'-0" STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI "T' FLASI DO NOT CA—, . SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 48' BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD >h" GYP BRD OVER INSTALLED PER MFR 1x2 TREATED - WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP)L�L " STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 1 1/2" = 1'-0" ELECTRIC ME1 FIELD VERIFY LOCATION AREA TO RECE. STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL 7" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE.- N.T.S. GYP BRD OVER — 1 x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHE, (RE: STR INISH COATING OVER PRIMED HREE COAT STUCCO FINISH NOM) OVER GALV MTL LATH VER 15# FELT OVER APPROVED DUSEWRAP ASTEN TO WD STRUCTURAL IEMBER at 7" O.C. MAX " TO %-' MID -WALL JEEP SCREED z o- N�g WIDE STRIP SELF ADHESIVE 'LASHING, CLEAN MASONRY iEFORE APPLYING /2" (MIN) STUCCO FINISH -EXTURED PER COMMUNITY ;PECIFCATIONS STUCCO ENE (1) 3 ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP OVER NAILING FLANGE WD SHEATHING (RE: STRUCT) ICE "- MTL DRIP FLASHING W/ -_ HEMMED EDGE SET IN CONT BEAD OF SEALANT �= TRIM (RE: ELEVATION) EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER _ i---' WINDOW FLANGE SET IN CONT BEAD OF SEALANT ---------.; VINYL FLANGE CASING BEAD INSTALLED PER MFR i WRITTEN SPECS (TYP) i 1/2" (MIN) STUCCO FINISH { TEXTURED PER COMMUNITY A SPECIFCATIONS HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK V . CMU LINTEL (RE: STRUCTURAL) Y2" GYP BRD OVER 1x2 TREATED FURRING STRIPS CONTINUOUS BEAD at CMU WALL (TYP) -- _ OF SEALANT � PT 1 x4 � SELF ADHESIVE -OR- FLUID APPLIED PT 2x4 FRAME FLASHING (CLEAN ANCHOR MASONRY BEFORE SHIM AS NEEDED gpP�Y NG� METAL DOOR FRAME j EXTERIOR INTERIOR DOOR HEAD at CMU SCALE: 1 112" = 1'-0" DOOR JAMB at CMU SCALE: N.T.S. CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR FLUID APPLIED FLASHING (CLEAN gqMASONRY � BEFORE METALI DOOR FRAME EXTERIOR SCALE: 1 1/2" = 1'-0" C O O O U LO Q O APEX � U O N O � N N N co LL � L Q J � Z t O O true design studios Y U 9000 REGENCY SQUARE BLVD. O SUITE 100, JACKSONVILLE, FL 32211 c o vi O_ LU i3 U) BaRtHOMN' co w > Q � t U a U Z LU W O O O O ti d' u7 ti U W Z W U D m w w Z Z C G w Q O 0 0 o W J LL W O U_ Q w O O U X - 0 � Z O O LL Q H Z U Z_ a- %- --- (D W O -- Q J U O co Z 0 UPROJECT NO: w w Q ~ - Z w DRAWN: DVO CHKD: 0 TSD LL O m l7 ul w U) w O J w U 2 U) Q U) Z Q U) Z O co U � LL Q Z REVISIONS: 0 No. Description Date 0 O W Z -- = W U = w ~ H - - J X _.. U W - --- a- U) Q A501 z O 0 ................ VERIFY AC CC LOCATION W/ SITE PLF u Q, 0 II PANEL: PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A SERVICE: 120/240V, 10-3W MOUNTING' SURFACE = i:II SGi P'iION" 1.fiiAt? :: � r Cla�llli' i'eiASE �, ; BRI? POL I# I,ES IPT TYPE 1 A 2 20 1 R APPLIANCE GFI WATER HEATER F 2 30 3 B 4 20 1 R APPLIANCE GFI 5 A 6 20 1 L,R ROOM SYS, 1 CONDENSING UNIT M 2 30 _ ___GREAT 7 B 8 20 1 L,R DINING 9 A 10 20 1 L,R BED 2 SYS. 1 AHU M 2 20 11 B 12 20 1 L,R BED 3 13 A 14 20 1 L,R BED 4 DRYER F 2 30 15 B 16 20 1 L,R OWNERS_ 17 A 18 1 L,R GARAGE/EXTERIOR OVEN/RANGE F 2 40 19 8 _ 20 _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 29 A 30 20 1 - SPARE m 1st MV EL EIFC UUC A L PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" GFI ............. Gfl ELECTRICAL LOAD CALCULATIONS v LOADDESCRIPTION' CONNECTED LOAD (VA) DEMAND FACTOR FINAL LOAD (VA) GENERAL LIGHTING (3 VA/FT2) 6102 - - SMALL APPLIANCE 1500 - - SMALL APPLIANCE LAUNDRY CIRCUIT 1500 - - — - - 1500 _ DISHWASHER 1500 - - - - WASTE DISPOSAL 800 4500 WATER HEATER OVEN/RANGE 1000 - - MICROWAVE/HOOD GARAGE DOOR OPENER 600 _ DRYER 5400 - _— - GENERAL LOAD 10000 29302 6438 45740 100% 10000 GENERAL LOAD 40% 100% - 11720.8 _ 6438 28159 HEATING/AC 2.5 TONS + 3 kWZ_ TOTALS 120/240VSERVICE/FEEDER LOAD (A) 117 MAIN BREAKER (A) 200 AN ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME 4-WAY SWITCH GARAGE DOOR BUTTON --- �p - — DIMMER SWITCH - GARAGE DOOR OPENER ------- - - - -----...__ 220 VOLT OUTLET - -- GFCI DUPLEX OUTLET GFI CEILING OUTLET DUPLEX OUTLET CLG 6 AFCI DUPLEX OUTLET FLOOR OUTLET SMOKE DETECTOR OS B JUNCTION BOX - -- ® CARBON MONOXIDE & © ---- CARBON MONOXIDE DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET TELEPHONE OUTLET PANEL SERVICE PANEL SERVICE METER m GARBAGE DISPOSAL M ® SINGLE SCONCE DOUBLE SCONCE STAIR LIGHT WALL MOUNT LIGHT FLOOD LIGHT 'tom STRIP LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN - VENT TO EXT CLOSET CASTER ® CASTER LIGHT UNDER CABINET LIGHT PULL CHAIN LIGHT 4- KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING PENDANT HANGING HANGING LIGHT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT ®FR FLUORESCENT LIGHT FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN LIGHT ROUGH -IN Co LO APEX N 0 0 O N N co J LL W tds J a true design studios O U 9000 REGENCY SQUARE BLVD. ¢ SUITE 100, JACKSONVILLE, FL 32211 O O W ~ 11HOMON' W C� } z W W Of 0 O O CA >= O C� z W 07 (n W U) J Z w LU _O w W QZ> W O (D z � Q W w 0 J W � W � _j d■ z LL 0 a_ 0 U Abbot Park O J LL LOT 046-03 U z OPROJECT 2020.003566 O DRAWN: JTM U iii i.- CHKD: JAC x w x } m 0 O O 04-30-2020 U REVISIONS: QI No. Description Date (D O .J O z U W I— x El 00 W d N c Cn O .0 N 0 W x 0 0 w z a. LL W J U 0 W ¢ z 0 0) w 0 IL O 0 0 to w .J U U) 0 z_ z_ 4N� Li 0 LU U) W LLI J F_ O z O 0 TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 LEGEND rn 0 N 4 SIGN CRITERIA AND LOADS ii in ode Irida Building and Residential Codes , 616 Edition (2017) de for Design Loads SI/ASCE 7 OF LOADING ............................................... = 1. Cd 25 P CHORD LIVE LOAD., ......... ............. ........ 20 PSF P CHORD DEAD LOAD................................7 PSF (TILE = 15 PSF) TTOM CHORD LIVE LOAD TTICS WITH LIMITED STORAGE ............... 20 PSF TTICS WITHOUT STORAGE .......................10 PSF (NON -CONCURRENT) TTOM CHORD DEAD LOAD........................5 PSF ND LOADING ................................................. Ca 1.60 CE 7-10, 3S GUST........................................139 MPH ASIC WIND SPEED POSURE CATEGORY..................................0 1I1 LDING CATEGORY.....................................II CLOSURE CLASSIFICATION ...................... ENCLOSED ERNAL PRESSURE COEFF........................0 18 DESIGN PRESSURES..............................(SEE TABLE 1) ) OOR LOADING .............................................. Cd = 1.00 P CHORD LIVE LOAD..................................40 PSF P CHORD DEAD LOAD................................10 PSF TTOM CHORD LIVE LOAD .......................... 0 PSF TTOM CHORD DEAD LOAD........................5 PSF ECIAL FLOOR GAME ROOM LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF OTTOM CHORD LIVE LOAD ...........................0 PSF TTOM LOAD ........................5 O DEAD CHORD C PSF AXIMUM FLOOR TRUSS SPACING...............16" O.C. EFLECTION CRITERIA LL / 240 �OOF TRUSSES .............................................. TL / 180 TL MAX V UP TO 40' SPAN LL / 480 TL / 360 OPEIy WEB FLOOR TRUSSES ....................... LL/480 wOOj I JOISTS ............................................... TL/240 TL MAX Y2, I LL/360 BEAMS'.............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED 34" 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 ENb ZONE: END ZONES SHALL BE TAKEN A HE 1ST 4.0' PER FIGURE R301.2 (7) k I 11 J 4.0 F STI3A O R (NP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NC)TFR I d p O STUCCO AND DIRECTLY MIN'%32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR ( 16" 24/16 ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE F- cv (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. LLu U c¢j ? ALL OTHER VENEER MIN %6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL a Q (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y O TILE ROOF MIN 1Y32' 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION z ;z-(NOTE w 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND = uJ ~ 8" O.C. IN THE FIELD o O O z SHINGLE AND METAL ROOF MIN 16" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION � ai `� (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: 2Y/32' T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN Y2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /e' COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/32" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN, FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 15/2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL LATH I ATTACHED DIRECTLY T OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW MIN BULLETIN Q370 WHEN STUCCO LA S C C O S , STRUCTURAL REQUIREMENTS ARE �416' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. '%32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1%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 8d COMMON 0.131" 2-'/2" 8d RINGSHANK 0.113" 2 %" 10d x 1 Y2' 0.148" 1-Yz" 10d 0.131" Y 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-1/4' 16d SINKER 0.148" 3-1/4' 16d COMMON 0.162" 3-1/z" 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 ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE Y2" 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 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 STA 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 MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)'/, X 1 %" SDS SCREWS (8)%" x 1'/z 15-G DTT2Z IN STUD'/2" 0 X 4'/z' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ % 0 x 4XV EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/s"IN (18)0.162"x2'/z"IN HTT4 STUD/BEAM/TRUSS ' HTT45 STUD/BEAM/TRUSS MTS12 + (7) 10d x 1 /z" MTW12 + (7) 10d x 1 /z" (NOTE 2) O x 6" EMBED ANCHOR a 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 Ys" IN (26) 0.162" x 2 YY" IN HTT5 STUD/BEAM/TRUSS " HTT45 STUD/BEAM/TRUSS " MISTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) 0 x 6" EMBED ANCHOR O 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 718" 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 Y2" IN TRUSS (7) 10d x 1 1/2' 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) Y4" x 2 W TITEN (5) 'W x 2 W TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 '/2' IN TRUSS (9) 10d x 1 %" IN TRUSS (11) 10d x 1 %" IN (11) 10d x 1 %" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 ''/2" IN (11) 10d x 1 Yt" 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 N TE ( O 6 4 " !Z x 7" EMBED EPDXY 8 § " 0 x 7" EMBED EPDXY 8 ,„ 12 10dx1 /z IN ( ) , 4 /. x 3" WEDGE BOLT ( ) STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 11/2' IN (5) 8d x 1 Y2' IN ABU66 !6" 0 x 7" EMBED EPDXY PAU66 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS NOTE 6 12" EMBED AT GARAGE ( E G G ( 12 EMBED AT GARAGE HA8 ( 5 8dx1/z " IN RT7AT x ( 5 8d 1/s"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 1 Y2' 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'/z" IN TOP PLATE (5) 10d x 1 Ys" 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) %" x 2 %" 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 YZ" LUGT3 FRAMING (12) WS25 '/:' x 2 Yz" + + (4)%" x 1 /z" SDS SCREW 4 '/," x 1 Y2' WS15 SCREWS () IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SDS SCREWS HGA10 (4) '%" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS %" x 1 '/2' SCREWS (4) %" x 1'/2' WS15 SCREWS HGAM10KI- IN TRUSS/RAFTER '/:' HGAM10KT IN TRUSS/ RAFTER (4) /, x 1 /, WEDGE BOLT x 2%" TITEN SCREWS 1(4) IN MASONRY OR EQUIVALENT IN MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS, 5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES Y." 0 x 2 3/," TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 %" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. 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 EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRU CTURAL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/," WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/," BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 W WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2' WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS �- OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS 1/2' ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 2 2 STUDSco w Zof 2 ANCHOR � 3 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION - 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STU D COLUMN: STRAPPING APPiNG REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD DTT2Z KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY O O 04 LO 04 OR d' O O 04 (V M J LL- W J J Z O W Y U Q O O W U) to W Q U Z W (D W O O O O ti It L0 I- LOADED CONDITIONS ABOVE 0 #2 SYP HEADER FRAMING KEYNOTE Z (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING cn (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" LSLFl/ 2 NUMBER OF KING STUDS EACH SIDE OF OPENING Z - NUMBER OF JACK STUDS EACH SIDE OF OPENING Z HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) W DEPTH OF LOAD -BEARING EWP HEADER 0 NUMBER OF PLIES IN HEADER (1 '/," WIDE UNO) w HEADER FRAMING ° J IL 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 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 O 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. � 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST O 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 OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: Q • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 1/2" w • SPH w/ (12) 10d x 1- @ 16" O.C. OR 0 • DSP w/ (14) 10d x 1-'/z" @ 16" O.C. OR LL • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-Y:" (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. - U Z FRAMING NOTES 0 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 W TABLE 2304.9.1. a- 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. m 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 0 THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. W 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD Z APEX ,5 +r tds true design studios _06- 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 rrl RHOMON' . :zz tm Q W J O LU w � a o � Q Q 't LU 0 J � W . � W W � x' aLL O. O, z IY a- LL Abbot Park W* Q LOT 046-03 0 W Z PROJECT NO: LU U_ 2020.003566 LL O DRAWN: JTM o • O ' CHKD: LO EAF U . W J Q ' U ANIF9 cn .` '�G NSF•, '.� Z o 5 6 •�'. � r 0 . S E OF • 14/: 0T' �;% (n ',��5r11111111 0 Z N Ai %00 � 04-30-2020 0 W REVISIONS: W _ No. Description Date W - J U - p - Z _ O 0 CMU/METAL CONNECTOR ENGINEERINGa STm1 M r— — — — — ——-—— — — — — -- I ---- M I X . I T_0„ X_01 ( 1 T-2.D ' VERIFY AC COND ■ I LOCATION W/ _ 29'-6" 70'-0" 3'-0" VERIFY AC COND C?- - - - LOCATION W/ n_59 SIM 9" CURB SITE PLAN - o I - - - }- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i ao I T I I I■ iv all C I ■ T-2.D I � I 5'-0" 14'-0" SITE PLAN I I 4 — — J � I - I_ 1 I 4'-7 1/2" 4'-6" 2'-1 " 11'-5" I -2''-4 1/2" 9 1/2" 20'-8 1/2" I I i 411 ■ I i - - — i T-2.D •. UNDER DOOR I I I L - - - - - - - - - - I I 4 ■ ■ ■ 1 I � T-2.D - I I 1 I I E ---- 4 5 1 1/2" ■ i T-2.D I I T-2.D T-2.D I■ I I - - I I ■ IZ I i 1 0 00 I OPT 6 .64' ( LL B I T-2.D I o I U I 1Wg I r0„ I v A I U (� �- I Lu Of- I�-{ I T-2.D ■ ■ ■ — I— — — — — — — — — — — — — — -�— L 6 OPT I 0„ ■ ■ I T-2.D �I I _ _ _ _ 15'-11" - - - - - - ■ I �I cw l I �- I� i i •_-� 1 I■ „ 04 -� - I ao I N NI I - I ■ I C? I N I ■ I 1 I T-2.D r�' /2" - r>J _ 14'-3" LLL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ■ '4' L 8'-0" L 1 59'-10" I'O UNDA MO N PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" 70'-0" N C9 ,It bo M GENERAL FOUNDATION NOTES: 0 O + CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O p cF + EARTH AND EARTH FILL SUPPORTING SLABS GRADE � APEX O ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. T_ COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 004 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. C) qj + IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT ' m 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. c" • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE _j INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL ILL SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J tds RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON _j N SHEET ST-21D. 5; true design studios z FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p -A 8"x8" DEEP THICKENED ( 1 B 12" DEEP FTG UNDER BOX Op ' EDGE w/ (1) #4 CONT COLUMN, FTG TO BE cl) PROJECTED MIN 6" AS SHOWN W - - 16"SQx12" DEEP FTG I�,1 24"SQx20" DEEP FTG H 4)C � � �J w/ (3) #4 EW (A N E 30"SQx20" DEEP FTG (� 36"SQx20" DEEP FTG ° w/ (4) #4 EW F_ w/ (4) #4 EW J co - 48"SQx24" DEEP FTG 1 #5 VERTICAL DOWEL TYP W G w/ (5) #4 EW, T&B AS SHOWN, SEE MASONRY NOTES ON ST-1 Q ,, 1 1/2" SLAB EXTENSION . AT FULL ROUGH Cn OPENING WIDTH } N . z W W c' O O O ***NOTE TO C_ON_TR_ACTOR*** 01) DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET LO a BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z w ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON_ U — _ U) ; 12g s'1N Ov 7 W LL z -� z w LLJ O Cn m W Q w Q` O Z U / 0 Q W m w 0 J w 2. ww O x. ILL a LL �: O Z O: Lu W O tl z O a U U- p W. Abbot Park Q , j --- ----- -- fU U- LOT 046-03 w H . Z Z. } (D: O PROJECT NO: W J 2020.003566 U- w O z DRAWN: -- - - O U JTM o CHKD:� LO EAF x . C J Q U x 1111111 j."� to m �� • \ �' S �� Z o 0 W = -0 * Lu � :• S TE OF :mow: O 04-30-2020 1= w CD 7�Opo U REVISIONS: Ili L.L - Q No. Description Date F- w (n J � U O � SA NITA RY ISO M EHUC o z z - = o U Lu E- x ST=2 w CMU/METAL CONNECTOR ENGINEERING¢ u CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° --°--- ° - — -Q — ° 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x Wl A WWF OR FIBERMESH dd 0'-0" A.F.F. SEE ARCH (MAX 20" DEEP) \ 4" EXTENSION UNDER BRICK VENEER r121 UNDER 1 STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER 6 BEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH - TOP OF SLAB s w //\\/ _ a Q o VAPOR BARRIER �j// - LIJ L o #4 OR #5 VERT REINFORCING - -%\\/ /\�% UP TO 3 COURSES: 72" O.C.\//\\/ //\\//\� 4 TO 5 COURSES: 48" O.C. \\// p•eL FOOTING TO BEAR ON FIRM UNDISTURBED SOIL VERTICAL REINFORCEMENT TO HAVE 6" BEND AT BOTTOM CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A,F.F (BEYOND) FLOATING CONCRETE w SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > 1 I • J+ , #4 OR #5 VERT REINFORCING I •• UP TO 3 COURSES: 72 O.C. j 4 TO 5 COURSES: 48" O.C. \ p o o / FOOTING TO BEAR ON FIRM UNDISTURBED SOIL VERT REINFORCEMENT TO — HAVE 6" BEND @ 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 U-BLOCK W/ (1) #4 OR #5 cn w CONT FINISH O GRADE �x �\\/ — ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN 07 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. 36" MAX VARIES PER 6- ARCH PLANS ° d ° /�/ 12" MIN / ° '\ VAPOR BARRIER FOOTING ON FIRM \\ d' / UNDISTURBED SOIL 6" OPT. EXTENSION IN BRICK LOCATIONS - - ON FND PLAN 12" UNDER 1 STORY WALL w/ ADDITIONAL NO. 4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH .NOTE.. IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 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 0 CONCRETE SLAB W/ 6x6 U W1.4 x W1.4 WWF OR o FIBERMESH rn O -------- SEE ARCH N ° r/ / (MAX 16") O N O VAPOR BARRIER /� \ \ \ \ \ \ APEX 12" MIN, \ \ \ \ \ CN \- O01) N FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK IL ci FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ m (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J Ck BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ L (2) #5 OR (3) #4 CONTINUOUS J tds -6 J true design studios N MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: Y . • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 9000 REGENCY SQUARE BLVD. N • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY < SUITE 100, JACKSONVILLE, FL 32211 0 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O � O CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH ? N d 04HOH090N Ujj ^ d / VAPOR BARRIER Q +� 16" / , D C< 3 BEARING WALL FOOTING SECTION C) w 0 w CONCRETE SLAB W/ 6x6 IY W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O ° SEE ARCH Of) DETAILS ~ \° ti \ �., ��: •. �•��;�� 8" MIN Z L7 8"x8" THICKENED 8" � � LU Q FTG AT w STEP-DOWN, SEE VAPOR BARRIER (Z PLAN CURB STEP SECTION =J z Uj m LLJ OCI� _ NDE8"UR MASONRY WALL'Zw Q O CONCRETE SLAB W/ f 6" UNDER WOOD WALL Z Q 6x6 W1.4 x W1.4 WWF I_ ' WLLI LV OR FIBERMESH VARIES SEEARCH ° < Q I ' ' --� -- ---- d ° (MAX 16") — W W ^ ^ ry .- .. a ° .... .� LLLL . °\/ 12" MIN %\\/\\/\\/\\/\� Z O O VAPOR BARRIER 6" OPT. EXTENSION IN BRICK 0 I_ LOCATIONSON FND PLAN a _Z . 12" UNDER 1 STORY WALL w/ a. (2) #5 OR (2) #4 CONTINUOUS -ADDITIONAL NO. 4 OR NO. 5 U U_ BAR IN BRICK LEDGE Q J 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS Abbot Park Q r -- GARAGE EXT WALL CURB SECTIONLL CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 046-03 W FOLLOWING OCCUR: - -- - LU • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. U) PROJECT NO: w CONCRETE SLAB W/ 6x6 O 2020.003566 W1.4 x W1.4 WWF OR O L FIBERMESH Z DRAWN: -- -- 0 0.'70" A F. F. SEE ARCH U JTM a MAX 20" DEEP) CHKD: U) EAF CL Q Q . 4" EXTENSION xrrrr►�� c!� UNDER BRICK VENEER ,%%'(�N Lq .� ... NiF �.. 12" UNDER 1 STORY WALL #4 OR #5 CONT VAPOR BARRIER m E ••• 9 �i •• SAC`•• �i Z ; W/ (2) (2) Q :� i 16" UNDER 2 STORY WALL w Z 8 * •• •� ' W/ (3) #4 OR (2) #5 CONT BEARING CURB STEP SECTION ST E OF G V- -- - --- ------ WA, ��.,• ��5 O Q ,< O R, •• G\ �� Z TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN -- MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH j OF SLAB, TYP ALL �. RE-ENTRANT CORNERS HOUSE SLABI RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Z A%— _O 04-30-2020 H w U) U_ REVISIONS: _ U- � Q No. Description Date w () Q J Z Z 2 O U � w x ST=2mDW CMU/METAL CONNECTOR ENGINEERING¢ 0 Nv 00 io 0 IT y Xm Wn . m 5'-4" J 4'-8" �� T-0" �,1� 8'-0" 4'-5" 3'-5" 6'-8" 6'-8" 6'-8" �, 5'-0" �, 6'-8" 6'-8" 6-8" T-0" 1 ST 1"EL DO WEAL PIA C 1EM ENT PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" 0 00 W U 0 ri > N • 8U LINTELS MAY BE FILLED OR UNFILLED. N p • 8F LINTELS SHALL BE FILLED. O O • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. U APEX DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8' O.C., U.N.O. 0 . SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. . MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE 0) aCl ) SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS ca ~DOWEL LEGEND cc i '40000.\ NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -1 - _ LL ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM Ljt S 25" LAP REQUIRED, TYP AS SHOWN J true design studios N NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM ?> ' 36" LAP REQUIRED, TYP AS SHOWN Z O (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 0 25" LAP REQUIRED, TYP AS SHOWN Y 9000 REGENCY SQUARE BLVD. N OPT NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Q SUITE 100, JACKSONVILLE, FL 32211 ch O of NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O HEIGHT OF DOWEL = HEIGHT OF COLUMN j _ C FRAMING KEY NOTES (CMU) DC1 I g �— C NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o � 041HOrdoN � (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > 0 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN I N > f 'J OPENINGS. i m 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LU LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. d 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. Z B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH w j FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. W ; 4. HIGH UPLIFT CONNECTION: *FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. p O • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) LO L'>= FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 ti OR (2) SDWC15450 @ MAX 16" O.C. 0 . TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. Z W 5. FASTEN EACH BEAM TO MASONRY W/ META12 w �. w z Z W LLJ O (f) w Ill W Q Q O Z m W o z o W owLU�: 0 LL L Z Q O Z: O; O z. U W' Q w Abbot Park Q O � w LOT 046-03 0 Q w Z Z. O: 0 PROJECT NO: W j 2020.003566 U- O - - — - -- - -- -- Z DRAWN: LINTEL SCHEDULE j JTM o ; W CHKD: LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X EAF . 1 W w - - - a J PRESTRESSED GARAGE Q L-1 16'-0" 8F-1-32 DOOR Q 0 L-2 3'-0" 81J8 L-3 2'-0" 8 U 8 �� J • • N/� ��i� to L-4 6'-0" - - -- 8F-16 00 �� .• \ E N S41 . Z L-5 8'-0" 8F-16 8080 SGD/ REAR PORCH 0 ; •Islo 51 . --- _ -- - - L-6 9'-0" I 8F-16 REAR PORCH Z * ; ---- - - L-7 1 l'-8" 8F-16 REAR PORCH �> = -10 ` L-8 4 8' 8F-12 FRONT PORCH (ELEV A) O ; p :• ST E OF •: w� 1 — --- -- - L-9 4 8' 8F-16 FRONT PORCH (ELEV B,E,F) �pT•••A P,. ��U` - -- --- - 0 04-30-2020 �- w U REVISIONS: d No. Description Date W C J Q O Z Z = O U 0 W H X W ST=3 CMU/METAL CONNECTOR ENGINEERING¢ GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. 0 1st IEVEL RO OF FRAMING PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES 2 SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES vo DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER o E UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, 0 ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING O TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O O cr 04 REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR APEX -c TRUSS LABELS &DIMENSIONS ' 04 OVERFRAMING NOTES 000 N ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. O (D ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. O cl FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d Rf COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. N ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. c") • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO _j RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. LL LU RAFTER SPAN SCHEDULE -j tds N O.C. - - - LUMBER SIZE - - - -- true design studios SPACING _ Z 2x6 2x8 2x10 2x12 O 12" 15'-5" 19'-11" 23'-9" 26-0" U) - - --- ---- -- - -- Y 9000 REGENCY SQUARE BLVD. N 16" 13'-4" I 17'-3" 20'-7" 22'-0" UQ SUITE 100, JACKSONVILLE, F32211 _ O CO) 24" 10'-11" 14'-1" 16'-10" 19'4" O 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE r O.C. SPACING LUMBER SIZE — 04HOH090N, N (U 2x4 2x6 2x8 2x10 U)� - - 12 - 12'-5" "- 19 -6 25'-8" 26'-0" 16" 11'-Y 17'-8" 23'4' 264" J • % -- -- - — i� -24 9'-10" 15'-6 - 20'-1" 23'-11" co r-_"- W - - 10 L.L./5 D.L. #2 SYP �. TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN �f 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. } N 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 BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. O O 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS ' AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW ci Z vJ • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED w LOCATIONS ON PLAN U) SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER U) n/ PROTECTION AGAINST CORROSION Z L...�L • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL z w FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LLJ O „ w LEDGERS ARE FOR INTERIOR USE ONLY. m (J, ROOF FRAMING LEDGER TO WOOD: w 2x6.............. .....(4) 12d COMMON W Q 2x8...................................(6) 12d COMMON Z_ < O 2x10.................................(8) 12d COMMON CD > Q 2x12.................................(10) 12d COMMON Z M w 0 — W W o w , LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q Q J W PT 2x6.......(2) ROWS %4' 0 @ 24" O.C. STAGGERED 0 - PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED of PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED 0 X i - PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED LL LL � FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 0 Z 2x6...................................(3) 16d COMMON i-- 2x8..................................(5) 16d COMMON < cl 2x10.................................(7) 16d COMMON ix LU it 202.................................(9) 16d COMMON a Z . j FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O d PT 2x6................................... (3)'W x 4-'/i' LONG #14 WOOD SCREWS V W PT 2x8...................................(5) 'W x 4-'/2' LONG #14 WOOD SCREWS Q PT 2x10........... ...................... (7)'/;' x 4 '/�" LONG #14 WOOD SCREWS Abbot Park _ I PT 2x12.................................(9) ''/;' x 4 '/2" LONG #14 WOOD SCREWS O U 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE U G7 BRACING DETAIL IF PORCH SHEATHING DETAIL IS ¢ LOT 046-03 W PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF Z Z . THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT — U► PERMITTED AT THIS LOCATION U -- O PROJECT NO: w 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D O • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. 2020.003566 LL ; STAGGERED Z -- - O • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U DRAWN: JTM O w" CHKD: U-)f EAF X . w w m J Q U Q%I LA Qp �.` �, �� G N S . •• ,,� Z W 0 66 Z ' *� �� • ST E OF : 441 ` RI z Z i,��S �p NM_ ti �0% S . � QQ 0 04-30-2020 O I= w v REVISIONS: - - No. Description Date w U) J � U CD -- - - O f- = O U 0 w H X W ST=3A a CIA METAL CONNECTOR ENGINEERING¢ U TYPICAL ROOF DECK 0 > SHEATHING. SEE TABLE 2: 2x NO 2 SYP BLOCKING TO FIT TIGHT WOOD STRUCTURAL PANEL BETWEEN TRUSSES, (3)10d TOE -NAIL @ SHEATHING REQUIREMENTS EACH END, BLOCKING MAY BE OMITTED N ON SHEET ST-1. FOR HEEL HEIGHTS < 9" TRUSS OR RAFTER TO BOND 3/4" BETWEEN TOP OF WOOD PANEL FOR MISLOCATION tie'<X<1 Y�" FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. BEAM W/ META12 OR W I AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d HTA16-18 W/ MIN (7) 10d x 1'/2' W (1) #5 BAR CONT. IN TRUSS (NOTE: IF META12 MIN 1%," EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 1 k " <X OR HTA16-18 IS IMPROPERLY � HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST a INSTALLED, ATTACH TRUSS DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F CE `Vz • TO BOND BEAM W/ HTSM20 < VERTICALS, ATTACH TO TRUSSES AND o (1) #4 OR #5 BAR AT CORNERS OR HTWM20) BLOCKING W/ 10d @ 3" O.C. t Z WITH MIN. 25" LAP pol f_444 — — — �-- TRUSS TO TOP PLATE MOISTURE BARRIER C I W/ H2.5T OR RT7AT, BETWEEN MASONRY AND PROPERLY WIND LOAD RATED OR SDWC15600 NON -PT LUMBER BY OTHERS SOFFIT MATERIAL LINO ON PLAN I CONTINUOUS @ PERIMETER. VERT. REINFORCING T SEE TABLE 1: COMPONENT HAVE 10" STANDARD AND CLADDING DESIGN I HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1. 3 • EVERY OTHER STUD TO TOP PLATE - I (1) COURSE CMU BOND W/ SP2 OR SPT24 OR SDWC15600 - BEAM W/ #5 CONTINUOUS MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 I WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • ERY OTHER STUD TO BOTTOM PLATE SP1 OR SPT22 OR SDWC15450 • tERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. '/2' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR ''/2" WEDGE BOLT W/ MIN 4'/i' EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES 'EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. -INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). INTERIOR LOAD BEARING WALL 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) MOIST( BARRIE OTHER (1) COL CMU B, BEAM) CONTII PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 W IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH 3/' OR 11/4" PER MANUF. 3" 5" 11/2' 3 /4 ' 3 /16 51, 111116 33/4" 3 �,k„ 6„ 21q' 3 3/4" TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O V O Cr O O N APEX 0 m , R3 (V M _j V- L W t S J J N true design studios Z O Y 9000 REGENCY SQUARE BLVD. N Q SUITE 100, JACKSONVILLE, FL 32211 CO) O O 4- r- cn ' W C o H it Cn 011HOMON :3 w Q 0 Z W 0 W w O O O O >= ti O Cn z W W 07 f.. f W J z W LLB O u) w F— w Q W z O m .a N• c ] Z W 0 Q LLJm 0 o J W �: 0 0 W W O � X• z O 0 a o, w F- a z. o a U U-' W Abbot Park Q O U J (A U- LOT 046-03 0 Q w Z Z O PROJECT NO: w J 2020.003566 LL Z O DRAWN: U JTM 01 � wCHKD' U-)- EAF X . w w a J Q U. Q U) LA , W •NSF Z . w o 8 1 6 :�• ST E OF .'411 W W Al O 04-30-2020 p W U REVISIONS: U- - m Q No. Description Date w U) J O H O O Z Z m O U W I— X w ST=5 a. CMU/METAL CONNECTOR ENGINEERING¢ r _.R-_li :� . . �. ... .. ..,. .. �. ..... �. , I � i. RR�I!1'��a ! l• Y _ fA Irl1.. � np r.1 rRQL _ II�R �LARIIIIr 1�\l�Sr��RDI � e>•r:llRr .). Ire .. 8'-1"ABOVE F.F.E. -� . MOISTURE BARRIER BY OTHERSLl UPLIFT CONNECTION PE TYPICAL WALL SECTION TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2; SHEET ST-1 (PORCH CEILING BOARD) U" TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) TRUSS TO TOP PLT W/ H2.5T OR RT7AT— SHEATHING TO TOP PLATE- W/ 8d COMMON @ Y O.C. FULLY SHEATH KNEEWALL PER TABLE 2:- WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS • MIN 2x4 NO.2 SYP PT PLATE BETWEEN TRUSSES W/ (3) 10d TOENAILS EACH END & MINIMUM (2J ❑ x 6" EMBED DRILL AND EPDXY ANCHOR W/ NUT & WASHER EACH PLATE SEGMENT WITHIN 6" OF END • 2x4 No.2 SYP PT PLATE CONTINUOUS W/ x 6" EMBED DRILL AND EPDXY ANCHORS W! NUT & WASHER @ 24" O.C. UPPER PLT HGT- ROOF DECK ROOFTRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN CRICKET BY BUILDER \ \ TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 SHEATHING TO PT PLATE -- IN TRUSS W/ 8d COMMON @ 3" O.C. IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION HEIGHT, BUILD UP PER THE FOLLOWING DETAIL ,�,,,,� WOOD KNEEWALL OVER MAS r�vv5 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 BRACI7 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 DECK N RY FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH 8d RINGSHANKS PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN 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 2x4 SYP OUTRIGGER @ 24" O.C. �- CLIP TO GABLE TOP CHORD WITH _ (1)H2.5Tw/(10)8dx1-Y2' 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS 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. WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/Y" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) TOP OF WALL TOP OF GARAGE DOOR ABOVE F.F. F.F.E. ABOVE P.F.E.F.F. F.F. ABOVE OIL F.F.E. rLOF OPENING 2x6x12 I CENTEI 48' DIA. ANCHOI 2x4 PT TOP 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 '/z" x 4" 0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. t8 F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB F.F.E. GARAGE DOOR JAMB DETAIL #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. v PRE -CAST LINTEL PER PLAN a Lo Z 2 -- 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 VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM PRECAST LINTEL SEE PLAN EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. CONCRETE FOUNDATION WORK PER PLAN \ \/ GARAGE SHEAR PIER E O U O O O LO APEX CN 00 14: v 0) a) cl � (li N N co LL -c. W J tds J-6 true design studios N( . z TRUSSES NEEDING BRACING 0 Y 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 v O 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY o cr) CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. c 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS FW-• NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS R07 .131" x 3" LONG (UNO). (n 04ftlHorfloN 5. DESIGNED PER BCSO 3N2 N Jco I - -- - _ wAwkr j CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE Q - WEB MEMBER -ALTERNATE BRACINGSIZE CLRLS7PECIFIED TOR L SCAB � 2x4 1 ROW 2x4 (1)2x4 } N 2x4 2 ROWS 2x6 (2)2x4* U ?j T-BRACE FASTENED TO z WEB W/ 10d AT 6" O.C. ! 2x6 1 ROW 2x4 (1)2x6 LLI 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 � L2x8_ 2 ROWS 12x6___ (2)2x6* O L-BRACE FASTENED TO 00 WEB W/ 10d AT 6" O.C. O SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO � 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, O V J 'IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) Uj TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W GRADE AS WEB TO BE BRACED. z 100 Uj O try U W Q W � O z w m W o 0 0 J w 2: LLJ LLJ ti O x. z aU. 0 Z T H 0: BOND BEAM i BOND BEAM REINFORCEMENT � REINFORCEMENT � W J (SEE WALL SECTION) J �__ (SEE WALL SECTION) 0 � 11 z . _ _ FILL SOLID TO BOND BEAM = = FILL SOLID TO BOND BEAM O d w w r L 0 ILL w , w _—�! Q W D LINTEL REINFORCEMENT Abbot Park Q OJ U) 1 - LL 8 F - #-•-- DEPTH OF LINTEL �— LOT 046-03 0 _ 8 F -1 # DEPTH OF LINTEL ASSEMBLY "d" Q _ ASSEMBLY "d" W � _ - - - -- U Q GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND Z Z , NO LESS THAN 1" BEYOND _ 8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END } � U : GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: Q 8" PRECAST LINTEL. SEE PLAN. O 2020.003566 LL Z —. _ 0 8F-# 8F-1 -# = DRAWN c 0 JTM O LO CHKD: -� BOND BEAM X EAF . REINFORCEMENT (SEE WALL SECTION) d J Q a• X 0 �► rr J < %% 1N A COURSING BELOW BOND co� ��G•E .S i��i' BEAM MAY BE FILLED OR : F z UNFILLED W 85 6 Z y • ^ r 13 - •rye- x IJ ' 0 8U8 0 0 r :� ' STA OF : lU: w i O �(/ LINTEL MAY BE FILLED Q ��sR , P C?`Z OR UNFILLED Z '1,S./ pNA1- E?--` 8" PRECAST LINTEL. SEE PLAN. (n rrrrrlt�ttllt�� Q�Q 0 04-30-2020 Q 8U8 t= W 0 REVISIONS: TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date ' ~ W U -- 0 z �— Z = o 0 W H X ST=6 CMU/METAL CONNECTOR ENGINEERING¢ 0 m