Loading...
HomeMy WebLinkAbout8016 Wheat Stone DrDRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLANS A200 ELEVATIONS A400 WALL SECTIONS A405 DETAILS A500 DETAILS A501 DETAILS 5 v STRUCTURAL SHEET NO. SHEET NAME ST-1 'ISTRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN _ ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS DR HORTON 1844 LAUREL ELEVATION D Abbott Park, LOT 006mOlmA ELECTRICAL SHEET NO. SHEET NAME E100 I 1st LEVEL ELECTRICAL PLAN BUILDING CODE SUMMARY THE PROJECT SHALT_ COMPLY WITH ALL APPL!CABLt= 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. !NCL MAX BLDG HGT OF 35' O z APEX U) w z U) m w w z z tds w Q true design studios 0 O _j 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 z z 904.821.5200 F- Q O Im""HOMON' Uff C) 1 IL Q U z C� O _I O z W x w m i IL W U) w m 0 = z w w z o a O _ U) w -! �- O z �•�■ V W Q 0 o � W W a) 0 Wct© L- W Q_ U) x O O -j z O O z r 0 w - -- - U F- z Fw- Abbott Park - - x w IZ Q LOT 006-01-A IL w AREAS VOLUME CONDITIONED AREA 1st Floor a 17212 CF 1st Floor 1844 SF Grand total 17212 CF 1844 SF UNCONDII- IONED AREA Garage 437 SF Entry - 139 SF Lanai 139 SF_ - - -- - - 5 SF-- - ALL WORKaw.�i Grand total 2559 SF CoMr, NATION .,. r1LEF` ; !�, Alvl: �� C;TV ' E REV'EW ,DATE MAC PLAN M►N E"-y J Q U U) 0 w PROJECT NO: F- 2020.001716 z DRAWN: SLC w 0 CHKD. JAC L O 0 0 LO w Q CA (f) CD z_ 0 U) 02-25-2020 O z_ REVISIONS: < 1 No Description Date 0 w - --- ------ - -- - w ---- - -� -- - F- I, U U) F— O 0000 O 0 'I 1 1 1 1' I 'II 1 11 F 1 1 -111A = r 1 1 1 _ 1 1 11 . Tr w� r. .r• _ r- Footer Re -Bar (sized according to j foundation plan) ° #4 awg CU bare w/ 10' stubbed j outside of slab at service 1 a o location. Connect to footer steel ' w/ (2) ground clamps 5' apart _ a --- ------.a i LIFER GROUND DETAIL N.T.S. — --- -- GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT 1 COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM i • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD PER NEC SECTION 406.8(B)(1) 15A & 20A SERVICE SAME AS RECEPTACLES IN A WET LOCATION MUST BE WITHIN UNDERGROUND 150 OR 200 — 150 = #1 Copper or 2/ 0 Aluminum AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN AMP SERVICE 200 = 2 /0 Copper or 4 /0 Aluminum in 2" ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING Conduit. A/C DISCONNECT RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT METER MAIN . PER NEC SECTION 406.11 IN DWELLING UNITS, ALL DISC. J_j �_ #12 COPPER TO APPLIANCES AND GFI 150 OR 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS 200 AMP TYPICAL TAMPER -RESISTANT ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS _.: PANEL . PER NEC SECTION 800.156 NO LESS THAN ONE UNDGND — #10 COPPER TO WATER HEATER SERV. BY - #8 COPPER TO RANGE COMMUNICATION OUTLET SHALL BE INSTALLED POWER CO. — #6 COPPER TO HVAC WITHIN EACH DWELLING UNIT N.T.S. _ #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: • PER NEC SECTION R314.3 AND R315.1 SMOKE A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH DETECTORS TO BE INSTALLED INSIDE EACH 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 NOTE: INSTALL. KIDDE MODEL # 14618A SMOKE ALARM, OR 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 • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BILK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER - ---- - ---- - - - - - -- - 0 ROOF NOTES EXTERIOR ELEVATION GENERAL NOTES GENERAL NOTES • INSTALL ROOF VENTING PER MFR WRITTEN 1 1 ALL CONSTRUCTION SHALL MEET THE LATESTCY INSTRUCTIONS PER FBC R806 • FRONT ELEVATIONS TRIM, MOLDING, COLUMNS j p TRIM SHALL RECEIVE A PAINTED FiNiSH PER EDITION OF CODES ADOPTED BY THE LOCAL O • ALL OVERHANG DIMENSIONS ARE TO EDGE OF BLDR SPECS. SEE ELEVATION FOR DEPTH OR GOVERNING AGENCIES Z A-N-- AND i RAFTER. REFERENCE WALL SECTIONS/DETAILS RAISED TRIM I 0 FOR ALL OVERHANGS NOT DIMENSIONED. PER FBC R302.5 NO OPENINGS FROM A PRIVATE w • SIDE AND REAR ELEVATIONS TRIM AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING Z (D • ALL UNDERLAYMENT 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 00 • CONSTRUCTION MANAGER. ALL TRIM SHALL i NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED EACH 4' OFF RIDGE VENT REQUIRES 1 () 46" x 3" CUT RECEIVE A PAINTED FINISH PER BLDR SPECS WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE Of OUT IN ROOF SHEATHING PER MFR WRITTEN LU INSTRUCTIONS ROOF COVERING SEE COMMUNITY GARAGE OR PENETRATING THE WALL OR CEILING w • SPECIFICATIONS OR CONSULT THE SEPARATING THE GARAGE AND DWELLING SHALL BE Z CONSTRUCTION MANAGER. SEE STRUCTURAL CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH (D SHEETS FOR SHEATHING REQUIREMENTS MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR W OTHER APPROVED MATERIAL AND SHALL HAVE NO true design studios FLASHING SHALL BE INSTALLED AT WALL AND OPENINGS INTO THE GARAGE �j 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 O OPENINGS SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ J 9000 REGENCY SQUARE BLVD. a) MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE U- SUITE 100, JACKSONVILLE, FL 32211 • WALL HEIGHTS VERIFY ALL BEARING WALL WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE O 904.821.5200 p HEIGHTS WITH FINAL TRUSS LAYOUTS SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE — "X" GYP BOARD, WHERE THE SEPARATION IS A • WATER -RESISTIVE BARRIERS PER R703.7.3. FLOOR -CEILING ASSEMBLY. ANY STRUCTURE w WATER -RESISTIVE BARRIERS SHALL BE INSTALLED SUPPORTING THE ASSEMBLY SHALL BE PROTECTED O CY AS REQUIRED IN SECTION R703.2 AND, WHERE W/ MIN 1/2" GYP BOARD D- b - -- -- - APPLIED OVER WOOD -BASED SHEATHING, SHALL O�,�� ROOF VENT CALCULATION INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION 0 � BARRIER WITH A PERFORMANCE AT LEAST s - EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. WHERE THERE IS USEABLE SPACE BOTH ABOVE Q FORMULA: THE INDIVIDUAL LAYERS SHALL BE INSTALLED AND BELOW THE CONCEALED SPACE OF A 0 INDEPENDENTLY SUCH THAT EACH LAYER ! FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES PROVIDES A SEPARATE CONTINUOUS PLANE AND INSTALLED SO THAT THE AREA OF THE CONCEALED O OF CEILING ANY FLASHING (INSTALLED IN ACCORDANCE WITH SPACE DOES NOT EXCEED 1,000 SQUARE FEET.LL J *144 SQ. IN. = 1 SQ. FT. SECTION R703.4) INTENDED TO DRAIN TO THE BLDG. CEILING (SF) x 144 -BLDG (SQ. IN.) WATER -RESISTIVE BARRIER IS DIRECTED DRAFT STOPPING SHALL DIVIDE THE CONCEALED Q BETWEEN THE LAYERS SPACE INTO O APPROXIMATELY EQUAL AREAS AND BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED INSTALLED PER FBC R302.12 & R302.12.1 0 SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% Z AT LOW. • PER FBC R-312. 1 PORCHES, BALCONIES OR RAISED PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE FLOOR SURFACES LOCATED MORE THAN 30" ABOVE U' THAN 50% OF VENTILATION MUST BE PROVIDED BY FINISHED FLOOR OR GRADE SHALL HAVE GUARDS 0 VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 O THE RIDGE OR HIGHEST POINT OF THE SPACE OPEN SIDES OF STAIRS WITH A TOTAL RISE OF Z MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE 2 BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT W MEASURED VERTICALLY FROM THE NOSING OF THE (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) 1 TREADS X PER LINEAL FT w (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED PER FBC ft-312.1.3 REQUIRED GUARDS ON OPEN Q U) SIDES OF STAIRWAYS, RAISED FLOOR AREAS, W W/ 9.19 SQ IN (NFVA) PER LINEAL FT X W BALCONIES AND PORCHES SHALL HAVE CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL j INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES NOT INCLUDE NON -VENTED FIRE RATED SOFFIT ! WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" LOCATED LESS THAN 5' FROM PROPERTY LINE OR MORE IN DIAMETER m z o = rWn • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES Z O v, OR FENCES CONTAINING OR FACING HOT TUBS, �} j SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, O BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR w Q O j SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES Z Q MEASURED VERTICALLY ABOVE ANY STANDING OR W W WALKING SURFACE, SHALL BE CONSIDERED A : J HAZARDOUS LOCATION. G.C. TO VERIFY IF W - - -- - - - HOMEOWNER SELECTS ANY OF THESE ITEMS � W QQ_ LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS 0 LL w TO BE TEMPERED Q f� • PER FBC R312.2, PROVIDE WINDOW FALL U) X PROTECTION IN ACCORDANCE WITH R312.2.1 AND } R312.2.2 O ZO • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR O Z LLI • C.J. = RECOMMENDED MASONRY CONTROL JOINT 2 LOCATION U Z Uj Abbott Park o ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW 11 AND DOOR FLASHING, TAPING AND SEALANTS TO BE W U- INSTALLED PER BUILDER PROVIDED Q LOT 006-01-A w SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS — -- -j U ALL FINISH DETAILS & TYPICAL PLAN NOTES (� PROVIDED BY BUILDER IN ACCORDANCE WITH p TYPICAL BUILDER SPECIFICATIONS UJ PROJECT NO: I- • REFER TO STRUCTURAL ENGINEERING DRAWINGS 2020.001716 Z FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND 0 SPACING DRAWN: W SLC w CHKD: JAC O 0 0 u7 co w J Q U fn U) (D Z_ Q fn 02-25-2020 O Z REVISIONS: < No. Description Date C1 w Uj w I J Q U W O AOOO Z O 0 u , 0--, ALTERNATE AC COND LOCATION Lu w oc = w = zo-------- in o 0 L 00 0 m N M O N � 00 CMU COLUMN (RE: STRUCT) 65-0" 58'-11 " 6'-1 " 15--0" 5-3 1 /2" 6'-0" - 10'-4" 2'-0 1 /2" 5'-9" le 2'-8" 11'-10" 4'-0" 2'-1 " 17'-10" 13'-6" 2T-7" 3'-4'. 8" " _ i --- I HB 3010 FX TEMP 3050 SH EGRESS 8'- 0" H.H. 8'- 0" H.H. _ ! I I r------------------- .ti; 11 I r 127 0 0 4�241 \ 2"x60 ) ��� 107 �122 Cn �36"x65" .. j _ , M 123 101 00 , I cc:00 D) � N o LIT N _ � LU N o I I I Zn Ln OWNERS SUITE 9'-4" CLG I I OWNERS BATH 2'-5„ \ \ 9 -4 CLG - BEDROOM 3 9 -4' CLG N '`� =BATH 9'-4" 2 CLG BEDROOM 2 0 I --- TRAY TO 10'-0" i 1 u, �� \ ° oo cn w - 9'-4" CLG E_ N `-4 I I ' 2 68 u, �, i, w I I I I 9'-4" CLG FL w = rJ I I "' o I I I I I v I I `' N - 9'-4" CLG M 10'106 `�' _ I - o o �, co I I :,.•• - - 3'-9" 101- Li 9'-10" 4 -6" L------------------- ch 11'4" _ 9'-0 3/4" 2'-2 1 /4" m T-9 1 /2" 3'-6" 10'-4" 3'4" 3'4" 5-5 1 /2" MEW 2668 r ,'e,,,,,,,, 26 8 _ 6_ --- - 0 1 o � FOYER 9'-4" CL ENTRYo f i is, I - = U-) Ln 1061 - - 9'-4" CLG i r+ li L` 102 -- 13'-2" WIC 9'-4" CLG N V) 3080 ENTRY W/(2) 1080 ------------------- GREAT ROOM DINING ROOM (TEMP) SIDELITESTEMP - - --i 1S&1R _ ! _ 9 4 CLG 9'-4" CLG I I M - ao 9'-7" - - 4'-1" 2'-4" - � T-0" 6'-1" — OD I ( Cn E O Ia I� 2Uj FL r--- i I IGARAGE ! LANAI N o -108!, _ ---- -- _-_-_-�_ - _ _ --� _ 00 5 SHS MECH I I � �N 9'-4" CLG „ 9 -4 CLG �, 101' r- „ 9'-4 CLG 1631 o r- N I j N Ln � , I ti 1301 142' - - l'-1 1 /2" 3068 162 7l-8-'-8" 7'-8" - Lol 4-4' IF (TYP) (TYP) I "' BREAKFAST KITCHEN � ool j 00o W = 9'-4" CLG 00 9'-4" CLG LAUNDRY 1-71 _ I 141: 9'-4" CLG o U-) o o Lin - 143, O 160! o tD ! - co 0 00 M - - - - - - - - ------- --- ------- --_ - 147 146 1611 = � � 180 � I� 114 640 ;• ELEC PANEL 3050 SH 8'- 0 H.H. I j AC COND HB I I 21'-5" 25-11" - 9'4" 21'-8" 8'-4" _ 56-8" - 65'-0" 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" zo N zo N N o o N N N 0 0 FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - !NTERiOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) iIV" 7 - 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 112 - INTERIOR FLAT HEADER at 8-8- U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0'Y4" 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"xl8"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOK -TOP 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 16?_ - LOU\/ERED DOOR 163 - METAL A/C STAND 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER �- 1 9'-4" HT CMU WALL 1 l'-4" HT CMU WALL rl- d LO O z W Z_ 00 W W Z Z W O J LL Z O I' Q O CI_ O U Q cl O J LL Q U O J O Z W X W Cr_ X m 0 LLI LLJ z W O H U_ LL CD O z 2 W w CL Q '000001�. t S f2 true design studios >a) 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 cn O Z W a 0 U) j O � w 0 � J w III W I..L 0 LLI T LL ti X z O 0 W H Z Abbott Park a U- LOT 006-01-A W U cn W PROJECT NO: I- 2020.001716 z 0 DRAWN SLC _ W C CHKD: JAC LL O 0 LO U) W J Q W U) z_ U) 02-25-2020 (D Z_ REVISIONS: No. Description Date � W U) - - W - I- W J Q - U U) O A 11 z O 0 BEARING HEIGHT �; • - FINISH at BEAM/LINTEL PER PLAN (RE ELEV) ---- PRECAST LINTEL RE:STRUCT Z= I "Z Q LL I MTL FLASHING at COL CAP i SET IN BEAD OF CONT SEALANT PT 1x BLOCKING at CAP - PLAIN TAPERED COLUMN z WRAP INSTALLED PER MFR 0_ • WRITTEN INSTRUCTIONS 0 H W/ 4" CAP & BASE PER [L I> BLDR SPECS J w 8" CMU 2x PT BLOCKING STONE LEDGE DECORATIVE d STONE VENEER z d O �F- li $ 16" CMU BASE a- w a J W - F.F.- 4 —d --- CONCRETE SLAB at ENTRY 1 COLUMN DETAIL AZQQ 1/2" = V-0" WHEN PRINTED ON 22"x34" ROOF VEN_TIL.ATION VENT VENT PRCsINEAL PROP Area HIGH LOW # RATIO HIGH 1 FT LOW 2537 SF 609 in 609 in ROOF PLAN 1/8" = V-0" WHEN PRINTED ON 22"x34" 4 144 - 576 125 1148.75 J' Ra• ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF I` 201 - SHINGLE ROOF LO LO 202 - TAMKO OFF RIDGE VENT t,- 203 - LOMANCO ROOF VENT 0 204 - MILLENNIUM ROOF VENT � APEX 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT (n 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER z 12 _ COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS m 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY W SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER Z_ 1st LEVEL BRGi BACK IRE LATH, OVER HOUSE WRAP LI SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE O z FURRED OUT FROM BACKING FROM AN APPROVE Ltds U " I METHOD IN ACCORDANCE WITH FBC R703.7 Q true design studios SEE GENERAL NOTES A000 FOR SPECIFICATIONS 0 223 - FIBER CEMENT LAP SIDING • 224 - FIBER CEMENT SHAKE SIDING O '. J 9000 REGENCY SQUARE BLVD.225- FIBER CEMENT BOARD & BATTEN SIDING — - -- - 1st LEVEL FFE,. �2g _ SYNTHETIC STONE VENEER W SUITE 100, JACKSONVILLE, FL 32211 227 -STONE LEDGE � 904.821.5200 221 228 - BRICK VENEER RIGHTELEVATION 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN O 1/8" = V-0" WHEN PRINTED ON 22"04" 219 - 2"x -BRIM - SIZE AS NOTED CL I >0 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. O ) � 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. U f, 262 - V x TRIM - SIZE AS NOTED Q , 263 -'DECORATIVE SHUTTER - SIZE AS NOTED �_ Fl 61� �w�•��� � 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT `. 265 - DECORATIVE LOUVER - SIZE AS NOTED OJ vrH 266 - 4" DECORATIVE DRAIN TILES —j , 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND Q COLOR IS DETERMINED BY THE BUILDER'S SPECS U 280 - EXTERIOP. WALL MOUNTED LIGHT FIXTURE. Z 0 OF LIGHT TO BE 6'-0" A.F.F. U.N.O. } -- O J O 2 12 IU 5 H x w 1st LEVEL BRG 1st LEVEL BRG, QLIJ W g- 4„„------ - 9' - 4" y x W m Z o W w Z = O tr) 1st LEVEL FFE -- 1st LEVEL FFE p_p O 5 221— �2?0'�- w � < O REAR ELEVATION Q > ---- --- z ,� W p 1/8" = 1'-0" WHEN PRINTED ON 22"04" c W ° Uj W Q r= o Q f` U) x O O z = w U ~ z Abbott Park x w w w Q LOT 006-01-A w /8" BUILDING18' HEIGHT 2s5 HEIGHT�ABV GRADES 12°x24° 18'-07-874' 1st �LEVEL BRG - - - 4" 260 280 6" I260 1st LEVEL FFE FRONT ELEVATION 1/4" = V-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT (AFF) 18- 0 7/8" �o N -!260'; 12" 1st LEVEL BRG -� 263, 10"x60' i i 227 -1226' � A200 1st LEVEL FFE 01-0 J U U) LU PROJECT NO 2020.001716 z C7 DRAWN SLC w 0 CHKD: LL JAC O 0 0 LO U) w J U W 0 Zry Q cn 02-25-2020 O z_ REVISIONS: < No.I Description Date (w — - - w w J U U O A200 z O 0 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD OF PLAN TRUSSES (RE- STRUCTURAL) 2x4 BLOCKING at 24" OC ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: APPLY SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 1193 FIBER CEMENT - OR VINYL - LAP SIDING PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM --- STRUCTURE)(TYP ALL SIDES) z VARIES (RE: 12 ELEVATION) F 1 st LEVEL TOB VARIES � (RE: ELEV} y ` 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 VV/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" Nf�-- INSTALL VAPOR BARRIER IN ACCORDANCE WITH - -----ASTM E 1643-98 --- FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) a TYP ONE—STORY 1i'1iAL.L. SECTION i A400 SCALE: 1" = V-0" � O L0 cr O ° U APEX0 U LU z U m IY w w z z w .B Q true design studios >N IY O 9000 REGENCY SQUARE BLVD. U_ SUITE 100, JACKSONVILLE, FL 32211 � cn 0 904.821.5200 O O ` _ ° tll U OMN 3 ""Al O VIM# tL Q U Z W 3: (D O J O z U w x Jw a W U) W ry Z W w Z O U) O w Q O z � 0 U) W W o J 0 W W Q W O� o LL LL Q ti x O z O O z w = w U z z Iw- Abbott Park x IL LL °- LOT 006-01-A w Q Q 0 PROJECT NO'. �- 2020.001716 z (D DRAWN: SLC w - o CHKD: JAC U_ O 0 0 U) w Q U U) Z 0 U) 02-25-2020 O z REVISIONS: < No. j Description Date - w - ---- — w Iw � U) F— A400 z O 0 TRADITIONAL HARD -COAL STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. VERTICAL AND HORIZ CONTROL JOINTS AS REQ'D FASTEN ZIP SYSTEM O SHEATHING AS REQUIRED BY ENGINEER -OF -RECORD AND/OR LOCAL BUILDING CODE METAL LATH ONE LAYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO GRADE D BUILDING PAPER. o TOP EDGE OF WEEP SCREED TAPED TO WALL SHEATHING WITH ZIP SYSTEM@ TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC148) CODE -APPROVED VINYL WEEP SCREED TO LAP CMU WALL MIN 2" CMU MASONRY WALL *ZIP SYSTEM& SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEM O TAPE (INSTALLED OVER ALL JOINTS IN ZIP SYSTEM SHEATHING) WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS O SHEATHING WOOD OR LT. GA. METAL STUDS. OVERLAP TAPE A MIN 1" AT ALL T-JOINTS LEDGEPANELEDGES RECOMMENDED AT POMMEN �PANEI ZIP SYSTEMS ® SHEATHING WITH HARD COAT STUCCO AT 2ND LEVEL (BLOCK TO FRAME TRANSITION) These construction detail are provided t assist in h installation f m p s p e o t oo Zip System V oduct(s) and may not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. ZIP SYSTEM O TAPE ( INSTALLED OVER AL JOINTS IN ZIP SYSTEI SHEATHING.) OVERLAP TAPE A MIN OF 1" AT ALL T-JOINT: V8" GAP RECOMMEN FASTEN ZIP SYSTEM REQUIRED BY ENGIN AND/OR LOCAL BUILE CMU M -L1FZ)Y01LIVI�';b'ttHI"IP40IJMh'YKVVtU rU REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT 2ND LEVEL BLOCK TO FRAME TRANSITION �t a These construction �etars are provided to assist n the ns a at., Z stem Oproduct(s) c s P P Y and may not ap,r,ly to Every s!h;ation. Manufacturer accepts no •esponsibdity or radi4ty for the use of these or other construction details WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS O SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENDED AT PANELEDGES ZIP SYSTEM O TAPE (INSTALL OVER ALL JOINTS IN ZIP SYST SHEATHING.) OVERLAP TAPE A MINIMUM OF 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT f FASTEN ZIP SYSTEM O SHEA' ENGINEER -OF -RECORD ANDK *ZIP SYSTEM& SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System ® pproduct(s) and may not apply to every situation. Manufacturer accepts no responsibility or hability for the use of these or other construction details. TRADITIONAL HARD -COAT — STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. FOUNDATION VERTICAL AND HORIZONTAL CONTROL JOINTS AS NEEDED. DESIGNER -OF -RECORD TO SPECIFY TYPE AND LOCATION. CODE -APPROVED WEEP SCREED AT BASE OF WALL METAL LATH ONE LAYER OF WATER -RESISTIVE MORTAR SETTING BED ON VAPOR -PERMEABLE BARRIER WITH A. TOP OF MORTAR SCRATCI{ PERFORMANCE AT LEAST EQUIVALENT COAT IN ACCORDANCE TO GRADE D BUILDING PAPER. WITH MANUFACTURER'S INSTALLATION /--ZIP SYSTEM@ SHEATHING* RECOMMENDATIONS 11M�M} I / >f� I,-- WOOD OR LT. GA. METAL STUDS *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. TOP EDGE OF WEEP SCREED TAPED TO WALL SHEATHING WITH ZIP SYSTEM@ TAPE OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) ZIP SYSTEMS ® HARD COAT STUCCO AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System ® product(s) and may not apply tc every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details NATURAL OR MANUF — STONE VENEER. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOUNDATION DRIP EDGE FLASHING OR WEEP SCREED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AT BASE OF ZIP SYSTEM WALL SHEATHING ZIP SYSTEM® SHEATHING.* LATH *ZIP SYSTEWL) SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. WOOD OR LT. GA. METAL STUDS ONE LAYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO GRADE D BUILDING PAPER TOP EDGE OF DRIP EDGE FLASHING TAPED TO ZIP SYSTEM SHEATHING SURFACE W/ ZIP SYSTEM TAPE OF ADHESIVE BACKED FLASHING. (MUST MEET AC148) ZIP SYSTEMS ® SHEATHING w/ ADHERED STONE AT SLAB ON GRADE Tl u t ct ar piovij2ci to as st n the •lstai!au n of ;o Systerr. S urodorq,) and nay not apply to every s-L;ai,or I0, a,tu e acc.-- is no resperos�b, ty or !iab0ity for the use of these or other construction details ti 0 O ° U APEX0 0 0 w m z U) C. m � w w CL z w t^d S �i Q true design studios a) 0 Orf 9000 REGENCY SQUARE BLVD. N ILL SUITE 100, JACKSONVILLE, FL 32211 !2� 904.821.5200 p Q IY 0) c O IL,' 0 `DH,,HOMDN a) S_ J CL LL ,_.. -w. Q! U z C7 O O z U w w J Q w Z w w z O U) w -� Q O Q > z d. w p I w W wQ F- 00 W 0 LL r Q ti x } 0 O z -j O O z w _ I— U z Abbott Park Ir x Q- w w a LOT 006-01-A w Q J Q U W 0 PROJECT NO F- 2020.001716 z --.._ DRAWN co SLC w CHKD; JAC U_ O 0 O LO U) w J U 0 >z Q r 02-25-2020 z REVISIONS: < No. Description Date w U) -- w w J Q U 0 A405 z O r) WOOD SHEATHING WRB LAYER #1; STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER / LAP WRB & TAPE OVER ROOF/WALL SCREED 5"xS' " 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. Q 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 FELT UN SHINGLE ROOFING DRIP EDGE: OVERLAP 3T, EXTEND 1/2" BELOW SHEATHING. MECHANICALLY FASTEN 4" O.C. MAX BOTTOA 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 x 5x5 WALL FLASHING x x °° \ MpN Z w� o~ zZ D W ar a ¢ x x x FLASHING (SEE DETAIL) WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) FASCIA WRAP WALL KICKOUT FLASHING NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS BLDG PAPER UNDER'QU►CK FLASH" VENT PENETRATION SCALE: N.T.S. O 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 + /-- 2x SUB-BAND',W/l/2"X? NOTCH @ END, WRAPPED IN PEEL & ✓' STICK I % DRIP EDGE 7,8" TEXTURED \TEXTURED FINISH @ WOOD,§B ' 1 1/8' v • FINISH @ CMU V YYY/ l \ ,✓ METAL FASC)X WRAP\ti°" FROM \--------'i STUCCOI. 1i'FROM WOOD WALL / f EXTERIOR WALL jFR-AME OR CMU) \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ y ROOF DECK (BEYOND) \ O 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 DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 3-COAT PLAS1-ER 7 2x6 SUB -BAND 'W'1"x4" NOTCH @ END, 'WRAPPED IN PEEL & STICK -- METAL FASCIA WRAP 1" OFF WOOD WALL. SUB -BAND 2" OFF VVOOD WALL NAILS 6 -8 O.C. MAX METAL FASCIA WRAP 2x SUB -BAND W/1 '�" x4" NOTCH @ END METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (a_ WALL PLAN B WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG' PAPER i 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/l/2"X? NOTH @ END, WRAPPED IN PEEL & STICK ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL ct WALL CLARITY IVII- i nL Lr1 I 1 1 WOOD SHEATHING WRB LAYER#1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT 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 \, 2- SUB -BAND W/1/2"x? NOTH @ END, D WRAPPED IN PEEL & STICK "ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL WALL W/ KICK -OUT SCALE: N.T.S. ~ 5 r` O 0 O W APEX 0 W z U) Q. m Q. LU W z (D Z tds -6 W Q true design studios 0 O —� 9000 REGENCY SQUARE BLVD. 4) LL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 O Ocy a_ a O 11HOMON' CD U r o 0z O J LL ., Q U Z N (7 O J O z _ U W E— x mi W � /'� Q Uj V Q W } m 0 = z W�� W Z O w _ O W —, O z W o � J W 00 W 0 Q ti W X O O 0 z W U z LU Abbott Park X W LL a_ LOT 006-01-A W J U U) 0 LU PROJECT NO, �- 2020.001716 z DRAWN: SLC W 0 CHKD: JAC LL O 0 O u7 W W .J U U) (A Z 0 02-25-2020 O z REVISIONS: < No. Description Date W U) W W J Q U 0 A500 z O 0 l!>fl' I " 1/2" (MIN) ST( FINISH TEXT( PER COMMUI SPECIFCATIC FLANGE CASI BEAD CASING BEAD at WN SCALE: N.T.S. 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 a CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE- N.T.S. 12" GYP BRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED �j` W/ SLP 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 I WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR f WRITTEN SPECS (TYP) �," BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1 1/2" = 1'-0" PRE -FORMED CONTROL / JOINT W/ STRIP LATH 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE -- -- - FLASHING CENTERED UNDER -siz CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) \ I I i CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 2 CORNER BEAD -_ (FASTENER & —i - SPACING at 7"O.C.) i� (V CMU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY I\ -- SPECIFICATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ / �8" STUCCO FINISH (RE: STRUCTURAL) 1 "GYP BRD OVER -� 4 z PRE -SHAPED STUCCO BAND 1 x2 TREATED _ W/ INSTALLED PER MFR FURRING STRIPS I =- WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) -, SELF ADHESIVE -OR- FLUID WOOD BLOCKING APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT I WOOD BUCK i VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 8" 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. cl: C� \ v \ 6" SELF -ADHERING" FLASHING GALV'D METAL • • — a — "Z" FLASHING DO NOT CAULK OR SEAL OPENING •—f�l 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 ELECTRIC METER FIELD VERIFY LOCATION -- AREA TO RECEIVE 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 SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) ` PRECAST CONCRETE SILL 4e' BACKER ROD W/ SEALANT ' VINYL FLANGE CASING BEAD GYP BRD OVER J INSTALLED PER MFR 1x2 TREATED — WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP) 48' STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 11/2" = 1'-0" SCALE: N.T.S. ELECTRIC METER FIELD VERIFY LOCATION -- APPLY STUCCO SCRATCH COAT AND ONE (1) Lr\YER OF PAINT PRIOR TO INSTALLING ELECTRIC METER 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 `TIDING OVER APPROVED h HOUSEWR.AP INSTALLED PER 2 /-FINISH COATING OVER PRIMED r'j MFR WRITTEN SPECIFICATIONS �..' TI IR -L COAT STUCCO FINISH EXTEND HOUSEWRAP NOM) OVER GALV MTL LA T H n WD SHEATHING OVER 15#FELT OVER APPROVED JER NAILING FLANGE (RE: STRUCT) l + HCUSEWRAP WD SHEATHING � ! (RE: STRUCT;• FASTEN TO WD STRUCTURAL ;. MEMBER at ?" O.C:. MAX MTL DRIP FLASHING W/ h L HEMMED EDGE SET IN CONT r^ TO " MID -WALL WEEP SCREED — I� BEAD OF SEALANT a _ - F_ TRIM (RE: ELEVATION) D- ~ N EXTEND 12" SELF -ADHERING 4 MEMBRANE FLASHING OVER WINDOW FLANGE 6" WIDE STRIP SELF ADHESIVE )I BEAD OF SEALAN SET IN CONT FLASHING. CLEAN MASONRY BEFORE APPLYING VINYL FLANGE CASING BEAD INSTALLED PER MFR x 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) " TEXTURED PER COMMUNITY SFECi1/2" MiN STUCCO FINISH ,-CATIONS , ( ) (� TEXTURED PER COMMUNITY SPECiFCATIONS STUCCO SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) v CMU LINTEL (RE. STRUCTURAL) 12" GYP BRD OVER 1 x2 TREATED FURRING STRIPS at CMU WALL (TYP) — - . I CONTINUOUS BEAD P- - OF SEALANT PT 1x4 SELF- ADHESIVE -OR- PT 2x4 FRAME ANCHOR FLUID .APPLIED \ FLASHING (CLEAN SHIM AS NEEDED ;I \\-- gMpAfSOyNP.YBEFORE A _ _ MEN K&R FRAME INTERIOR EXTERIOR DOOR HEAD at CMU SCALE: 1 1,2" = 1'-0" I," GYP BRD OVER —J 1x2 TREATED FURRING STRIPS `'�, SCALE: N.T.S. CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) at CMU WALL (TYP) - �- CONTINUOUS BEAD FT 1 x4 OF SEALANT SELF ADHESIVE -OR- PT 2x4 FRAME FLUID APPLIED ANCHOR FLASHING (CLEAN SHIM AS NEEDED— gqMppASLLOYYNNRGY�BEFORE \� MEPTALI6WOR FRAME INTERIOR EXTERIOR DOOR JAMB at CMU SCALE.- 1 ti2" = 1'-0" [` O lf) 0 CY O 00 APEX0 W W z v 1 m W W z 110 tds _i!i W Q tram design studios >0 O J 9000 REGENCY SQUARE BLVD. N D- SUITE 100, JACKSONVILLE, FL 32211 E� 904.821.5200 p � � O 0- 0 009"Hom"ON (1) 10 :3 '4 11 1\a tl Aw ' E v O J L Q z 0 0 O 2 W I— X W In Q W >- L.L m z o = W W O U)Z O W = Q O Q > Z WLU o � J W I­_� W � a I­_0 Q U) X O O z in = W U ~ z IW- Abbott Park X a_ LOT 006-01-A w Q -- — J rUr^^ vJ PROJECT NO 2020.001716 z DRAWN. co SLC W 0 Cl U_ JAC O 0 O LO W J Q U 10 U) 10 z_ 02-25-2020 O z REVISIONS: Q INo Description Date C) W lo W Q U U) 0 A501 z O 0 EELEC,T RICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH DOOR BELL CHIME CHIME 4-WAY SWITCH GARAGE DOOR BUTTON DIMMER SWITCH I l GARAGE DOOR OPENER x 220 VOLT OUTLET GFCI DUPLEX OUTLET GFI DUPLEX OUTLET 11 CEILING OUTLET CLG AR AFCI DUPLEX OUTLET R FLOOR OUTLET SMOKE DETECTOR B JUNCTION BOX © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET NETWORK OUTLET PANEL SERVICE PANEL PH TELEPHONE OUTLET M SERVICE METER m GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE vv FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT STAIR LIGHT m l ® 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 HANGING LIGHT HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT Dj ® FLUORESCENT LIGHT FLUORESCENT LIGHT RECTANGULAR FIR ROUND PRE -WIRE FOR CEILING FAN CLG FAN ROUGH -IN �. PRE -WIRE FOR LIGHTED CLG FAN W/ CEILING FAN LIGHT ROUGH -IN 1st LEVEL ELECTRICAL PLAN 1/4'' = 1'-0'' WHEN PRINTED ON 22''x34" r` ti O a APEX 0 W � Z_ 5 LU W Z_ C? � z W Q true design studios � ct O -- 1 9000 REGENCY SQUARE BLVD. � LL SUITE 100, JACKSONVILLE, FL 32211 O904.821.5200 0 a- 0 01HOMON (1) H Wilf.'s 0 f om 1�i, �' % I'l vl q If w, Al Eh O J LL Q� U Z >_ C7 O O Z U W H- x W Q Q Uj W —� m 0 z W W z V O /) 5>1 O w Q J z � W W W o J W W a ~ 00 r a U x C� O z J O O 0 z W 2 � U z IW- Abbott Park Iz x °- w a- LOT 006-01-A W Q J Q U 0 w PROJECT NO. 2020.001716 z DRAWN: SLC w CHKD: LL JAC O 0 CD LO W J Q U U) W 0 Z G 02-25-2020 C z REVISIONS: < No. Description Date ----- - w U) w _ � W El 00 U H O 0 DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE P Building Code Florida Building and Residential Codes , 6ch 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 ATTICS WITHOUT STORAGE .......................10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF WIND LOADING ................................................. Cd= 1.60 ASCE 7-10, 3S GUST,.. .............................. ...... 139 MPH BASIC WIND SPEED EXPOSURE CATEGORY .................................. 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 B TTLIVE LOAD ...........................0 O PSF O BOTTOM CHORD DEAD LOAD ........................ O C 5 PSF 00 MAXIMUM FLOOR TRUSS SPACING...............16" U O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN FLOOR JOIST OR TRUSS ............................... LL / 480 TL / 360 BEAMS'............................................................LL / 360 TL/240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED 3/4" DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -3&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 WIDTH' PRESSURE (PSF) +25.4/-32 8 FT 10 FT +25.02/-30.4 16 FT +24.1 /-28 18 FT +23.9/-27.5 `GARAGE DOOR HEIGHT MAY BE 6'-8" OR HIGHER END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1 ST 4.0' PER FIGURE R301.2 (7) -_=_ 771 1 ST FLOOR (TYP> END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS KinTFC 14 p z STUCCO AND DIRECTLY MIN 15/ " 32i16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (�/6" 24/16 Cr zF ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON 6" O.C. AT PANEL EDGES, 12" O.C. IN THE N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. xQw w -- Li t- O U ALL O-HER VENEER MIN %� " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 12" O C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) MIN '/,2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION Y O U z 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 UOLU z SHINGLE AND METAL ROOF MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION T_ (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" 0 O C. IN THE FIELD. FLOOR DECK,-' HEATHING: 2%.2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOT; 5) FIELD. MIN %8" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O C. AT PANEL EDGES, 12" O.C. IN THE FIELD OR MIN %2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 %8" COOLER NAIL OR NQ.6 x 1 %4" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY (32/16 SPAN RATING). USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. WOOD STRUCTURAL PANEL. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED N O 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 HANK NAILS OR 8d SCR EW NAILS ARE RECOMMENDED. SQUEAKING, 8d RING S 6. '%32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDERSPECIFICATIONS 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. 15/32" PLYWOOD IS A WARRANT`( LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATICN REQUIREMENTS ALLOW. ' /2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER -- DIAMETER LENGTH 8d COMMON �F_ 0 131" 2-'/2" 8d RINGSHANK 10d x 1-'12" 0.113" 0.148" 2 3/8" 1 -'/2° 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'Yn" - 16d SINKER 0.148" 3-14" 16d COMMON 0.162" 3-'/2" NOTES PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL STAINLESS CONNECTORS AND SODIUM BORATE (NOTE 1) FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX. G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. 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-CORROSIVETO CARBON STEEL FASTENERS. 3. WHEN A BORED L-OLE 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 EAFTH 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 WIT H 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 i5'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NCT 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 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 OF THE FRAMING P!_AN 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 --HE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. NOTES 2 14 MITEK & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS (8)'/4 X 1 %" SDS SCREWS (8)%" x 1'/2" WS15-GC DTT2Z IN STUDY2" O X 4'/2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 O x 4'/2" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/2"IN (18)0.162"x2'/2"IN HTT4 STUD/BEAM/TRUSS " HTT45 STUD/BEAM/TRUSS " MTS12 (7) 1Od x 1 M MTW12 (7) 10d x 1 '/2" NOTE 2 ( ) 4 8 0 x 6" EMBED ANCHOR 4 a 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 '/2" IN (26) 0.162" x 2 '/2" IN HTT5 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (9) 10d COMMON (9) 10d COMMON (NOTE 2) 48" 0 x 6" EMBED ANCHOR HTT45 �8„ O x 6" EMBED ANCHOR MSTA24 EACH END MSTA24 EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SIDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7i8" 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7///8" O x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 %" IN TRUSS (7) 10d x 1 '/V IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) ,/<" x 2 '/4" TITEN (5) '/4" x 2 '/;' TAPCON IN SCREWS IN MASONRY (11) 1Od x 1 '/V IN MASONRY (11) 10d x 1 '/2" IN (8) 10d x 1 '/2" IN TRUSS (9) 10d x 1 Y2" IN TRUSS META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 1Od x 1 '/2" IN (11) 10d x 1 '/2" IN STUD (12) 10d x 1 1/2" IN STUD (8)10dx1Y2"IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER NOTE 6 4 " x 7" EMBED EPDXY 8 Q PAU44 � x 7" EMBED EPDXY 8 O HTSM20 12 10dx1 /2"IN ( ) HTWM20TRUSS/RAFTER (4)1/4" x 3" WEDGE BOLT STUD (5) 8d x 1'/2" IN OR EQUIVALENT IN STUD (5) 8d x 1'/2" IN (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 48" O x 7" EMBED EPDXY PAU66 §8 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12 EMBED AT GARAGE HA8 (5) 8d x 1 /2" IN RT7AT (5) 8d x 1 /2" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1'/2" IN TOP PLATE (5) 10d x 1'/2" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, (6) 10d COMMON IN BEAM HD28-2, (6) 10d COMMON IN BEAM (5) 10d x 1'/2" IN (5) 10d x 1'/2" IN HUC28-2 HD28-21F TOP PLATE TOP PLATE (16) 1Od COMMON TO HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) ,/4" x 2 'W' TITEN LUGT2 (5)'0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS '/4" x 2 '/2" (1 (12) WS25 '/4" x 2 '/2" (4)'/4" x 1 '/2" SDS SCREW (4) '/4" x 1'/2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SDS SCREWS HGA10 (4) 'W x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO MITEK EQUIVALENT (4) SIDS x 1 '/V SCREWS (4)' " HGAM10KT IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTEREWS 3 (4) /4 x 1 /4 WEDGE BOLT (4)'/4" x 23/4" TITEN SCREWS IN MASONRY OR EQUIVALENT IN ji MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2017-2018 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 '/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES %" 0 x 2 3/" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" O x 1 3/4" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. LEGEND OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNO UNLESS NOTE 071 -LIER1v1ASE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O C ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. (3 'i2" AiIDE L.SL BEAMS ARE EQUIVALENT 1-0 2-PLY 1 3/4" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER 1 '/" 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 :)N TYPICAL WALL SECTIONS; DETAIL SHEETS INTERIOR SEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS %2" ANCHOR @ 8'-0" Q.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) I I. _1 1 UR ;L IfJOQD BEAr1 STUD COLUMN KEYNOTE - - NUMBER OF SuWC 15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS � TO MATCH H WALL FRAMING SIZE AN D GRADE. UNO. I 2 2 STUDS i C/) �� o - ADDITIONAL_ CLARITY FOR THE LOCATION OF THE STUD COLUMN 2 ANCHOR 0 BOTTOM OF STUD COLUMN CONNECTION ------------- 1ST LEVEL STUD COLUMN HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL S TUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1 ST LEVEL STUDS,`HEADEWIBEAM L- - 'ANCHOR'REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN - NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE r --- NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD -rASTA�4 - TYPE OF STRAP CONNECTING HEADER TO JACK STUD �� (1--- KLNG/JACK ')'R(.`,UP BOTTOM CONNECTION 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP -- 2ND LEVEL S TUC) COLUMN STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP 70 1 ST 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 LOADED CONDITIONS ABOVE _ #2 SYP HEADER FRAMING KEYNOTE 12) 2x10 - 1 : 2--�!--- NUMBER C)I7 KING STUDS EACH SIDE OF OPENING -- NUMBER OF .TACK STUDS EACH SIDE OF OPENING - - DEPTH OF LCAD-BEARING #2 SYP HEADER ---- NUMBER OFPLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE I (2) 9'/-,." LSL- 1/ 241 -- NUMBER OF KING S7 UDS EACH SIDE OF OPENING ---- NUMBER OF JACKSTJDS EACH SIDE JC PE NiNG -----HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) -- DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 '/" WIDE UNO) HEADER FRAMING 1 ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 2 NON BEARING HEADERS DUE TO LIGHTLY LOADED CONDITIONS, 38" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. 3 FASTEN ALL MUL T 1-PLY HEADERS TOGETHER WITH '2) ROWS 1 Od @ 8" O.C.. STAGGERED ALONG EACH EDGE. 4 FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS 5 IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 6 UNO ON PLAN, MIN (1) SDWC i5600 TOP PLT TO KING STUD AND (1) SDVVC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7 TOP PLATE TO HEADER v'ONNEC T ION 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: • SDW'C15600 @ MAX 32' O.0 AS SHOWN, 'ALTERNATE SECTION (HEADERS) ST-5 •SPH'.^'02i IOdx1-'.-z @ 16O •DSPw/(1411i)dx1-Y2"i^16' O.0 OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 1 Od x 1-/" (OR EQUAL APPROVED BY EOR). 8 CRIPPLE BLOCKS BELOW LCAD-BEARING HEADERS MAYBE FRAMED AT 24" QC. FRAMING NOTES I- O z W z m W W z_ O z W ❑ O J IL Z O O 0- 0 ❑ O J L� Q z 0 O W 1- W W X Lli z O W Q z U) Z) O H U LL 0 O J O z U W W Q 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS . ANCHOR BOLT THREADED ROD. OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLO`. %ED FOL: PROPER INSTALLATION. 2 .ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OL T HE 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 TABLE 2304.9.1. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 5 FASTEN ALL MULTI -PLY STUD COLUP"1NS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. UPPER LEVEL MULTI -PLY 81 UD GROUPS BELOW .ALL. GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDAT!ON. ("TJjT REQUIRED BEL-O'�N HEADER JACK,'K,ING STUD GROUPS) 6. FASTEN ALL STUDS TO SOTTO!'A AND TC'P PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES'V'dITH (3)8d TOE NAILS. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING ! ✓.ALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN. UNO. 9. EXTERIOR 'A%ALL DESIGN ASSUMF-S CONTiNUOUSLY SHEATHED V^JI -H OSB OR PLYWOOD �i tds true design studios � 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 _p - �3 � It 1 MON � a J4- ha 5 , , .Q N mi Uj � w � Z w Q O cn j O � w � � w �J III ti X z O z Abbott Park U_ LOT 006-01-A w J U W PROJECT NO F- 2020.001716 z DRAWN: SLC w ❑ CHKD. EAF U_ O O W J % U U) 0 z Cn 02-25-2020 O z REVISIONS: < No. Description Date ❑ w w z w J Q U 0 STm1 1- O z O i MIIIMFTAI ('.ONNF(:TOR FN(,INFFRIN[, 8'-4" 35'-0" 21'-8" 65'-0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" KS-1 2020V1_0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, 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. • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT FOR ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE SEE SHEET ST-21D FOR ALTERNATE STEMWALL SECTIONS. • 24' LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-21D. it FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 8"x8" DEEP THICKENED r ---, 12" DEEP FTG UNDER BOX EDGE w (1) #4 CONT B COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN 24"SQx20" DEEP FTG i 6' S x i 2" DEEP FTG D w/ (3) #4 EW 30 Sux20" DEEP FTG 36"SQx20" DEEP FTG F w/ ('4) #4 EJV w/ (4) #4 EW G 48"SQx24" DEEP FTG H #5 VERTICAL DOWEL TYP w, (5) #4 EW. T&B __ AS SHOWN. SEE MASONRY NOTES ON ST-1 n ! 2"O VENT I TO ROOF I I I 1 2" O VENT I TO ROOF 1 1 �I I rl- d- ti O Z APEX U) W z c/) fn w W W z (D Z tds W Q true design studios 0 O -j 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 z z 904.821.5200 LD O 01-HOMON'U M cl W O� I a U- I z C7 0 O Z 2 U W I— x miw Q LLI U) w m 0 W w Z O U) O w z > w o 0 �' w LLJ w 00 L LL (D O -J O Z 2 U Abbott Park x w a LOT 006-01-A Q PROJECT NO. 2020.001716 DRAWN: SLC CHKD EAF 02-25-2020 REVISIONS: N description Date ST=2 Q 0 w x z O 0 W 1-- z w- IZ w w J Q U W H Q w 0 O 0 0 LO cn w -J Q U U) 0 z U) Z crf W w w J Q U I- 0 O 0 C:M11IMFTAI (.ONNF[.TOR FN[;INFFRINr. CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH SEE ARCH ° - -- (MAX 20" - DEEP 4 - -- - --- 4" EXTENSION UNDER BRICK VENEER F12" UNDER 1 STORY WALL `— VAPOR BARRIER 16" UNDER 2 STORY WALL (6 L f BEARING CURB STEP SECTION '1 CONCRETE SLAB W/ -- 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT U w VAPOR BARRIER VA w C Q #4 OR #5 VERT REINFORCING\\/ '-� � x / UP TO 3 COURSES: 72" O.C. A/LL VAS\� 4 TO 5 COURSES: 48" O.C. A FOOTING TO BEAR ON FIRM\\i/ \\�\\//\ - ADDITIONAL #4 OR /, #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT \ OPT BRICK LEDGE N 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 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. U-0" A. F. F. - - (BEYOND) _ FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 Wl AxW1.4 v J (1) #4 OR #5 WWF OR FIBERMESH > - of Q Q U)CONT LU U � FINISH O GRADE \///�/�\/\/;� )01i #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. i FOOTING TO BEAR ON FIRM - - U� 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 Cf)_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. -- - �a VARIES PER — - - - 36" MAX ARCH PLANS X AAA //VX��x// 12" MIN �`� •° ° `� VAPOR BARRIER i\ \ / FOOTING TO BEAR ON FIRM ��/�� UNDISTURBED SOIL 6" OPT, EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ ADDITIONAL NO. 4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE -- - - - 16" UNDER 2 STORY WALL wl (2) #5 OR (3) #4 CONTINUOUS -MONOLOTHIC FOOTING_ SECTION - 36" MAX DEPTH 'NOTE`: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE " 1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB '4Ni 6x6 W1 4 x'Wi 4 VJ\ JF OR RBERME-SH SEE ARCH ( MAX 16") -17 VAPOR BARRIER rV, ,A FOOTING TO BEAR ON — -�_� �-- "OPT EXTENSION IN BRICK FIRM UNDISTURBEE, LOCATIONS ON FND PLAN SOIL 112" UNDER 1 STORY WALLw, 1(2) #5 OR (2) #4 CONTINUOUS 1 ADDITIONAL NO. 4 OR NO. 5 ---� BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ �(2) #5 OR (3) #4 CONTINUOUS \ _MONOLITHIC FOOTING SECTION- \ CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE \ FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER S-0" HORIZONTALLYFO PREVENT EROSION OF SOIL. CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CON7INUCUS - W1.4 x W1.4 WWF OR FIBERMESH iv, �- 16 VAPOR BARRIER „ I'e BEARING WALL FOOTING SECTION CONCRETE SLAB 01, 6x6 - W1.4 x V-,/1.4 \NVVF OR \ FIBERMESH SEE ARCH DETAILS - 8" MIN 8"x8" THICKENED 8" FTG 4T STEP-DOWN. SEE I VAPOR BARRIER PLAN CURB_ STEP -SECTION 8' UNDER MASONRY WALL CONCRETE SLAB W/ -� --- -I 6" UNDER WOOD WALL 6x6 W1.4 x 41/1 4 WWF _ OR FIBERMESH VARIES SEE ` �, SEE ARCH - - (MAX 16") �< r 12 M I N \A/j VAPOR BARRIER 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 112" LINDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 1 16" LINDER 2 STORY WALL w! L;2) #5 OR'3) #4 ONTINU_JL!- GARAGE EXT_WALL -CURB SE_CTIO_ N CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE ' FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER,. THAN V-0" VERTICALLY PER T-0" H-ORIZONTA.LLiTO PREVENT EROSION OF SOIL. CONCRETE SLAB W.'6x6 -\ 1N1 4 x VV1.4 VvvVF OR \\ FIBERMESH - � 0'-0" A_F F.F. - -- SEE ARCH (MAX 20" DEEP) 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL wi (2) #4 OR (2) #5 CONT VAPOR BARRIER 16" UNDER 2 STORY WALL w/ (3) #4 OR (2) #5 CONT r BEARING -CURB STEP SECTION TYPICAL REINFORCING BARS AT THICKENED FOOTING. SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL I RE-ENTRANT CORNERS HOUSE SLAB, I RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW. DETAIL TYPICAL @ ALL. RE-ENTRANT CORNERS U 0 ch rn �" CD )ftA\ N � � O Q U) APEX -r- 0 W z U m W W z Z tds W N Q true design studios W' O -� 9000 REGENCY SQUARE BLVD. a) W SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p Q w C: 0 Cy a_ W O0 ,#�� Q A 4010 O J LL .. Q C! U z_ C� O J O 2 W H X J Q � vJ X W 0 m 0 = z W W O z O W J Q O Z W W O 0 Ww ¢_ 0 LL LLI LL_ Q ti U X } r- U' O z0 O Z W 2 � U Z Abbott Park W U_ a- LOT 006-01-A W Q _I Q U U) 0 W PROJECT NO. F- 2020.001716 z DRAWN: SLC W C H KD: EAF 0 0 O LO \ U) W / U J (� >z Q tY i U) 02-25-2020 0 z REVISIONS: < No. Description Date 0 W — - �2 — � H W U U) ST Z ■ O 0 rfim I/hnF:rAe rnMNl:rT0P I:tiriti;:9:Ritir. ' I I I I I I III I' L I 11�-1 1 1 11 1111 11 III nnrilMIFTIVIII Up n7p.A9F.I nil ,.11 9 111 1 In.I -, , r n , rI I - TresiI lorr immn_ wvnlP-l.' "i I I I I I 1 11 1 1 1 1 I 1 I 1 1' 1 Zo 7'-8" A 1 st LEVEL STRUCTURAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 4'-10" !, 4'-10" M.- 6'-8" T-0" in N GENERAL MASONRY NOTES DC1 g 0 M . ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. rn . 8U LINTELS MAY BE FILLED OR UNFILLED. 8F LINTELS SHALL BE FILLED. LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. DIMENSIONS ARE APPROXIMATE. MAX O.G. SPACING IS 6-8" O.C., U.N.O. SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS DOWEL LEGEND j NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN NO..5 BAR w' VERTICAL BAR IN FILLED CELL W./ MINIMUM 25" LAP REQUIRED. TYP AS SHOWN NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL'Jl/ MINIMUM 36" LAP REQUIRED, TYP AS SHOWN <,' > (2) NO. 5 BAR vr' VERTICAL BAR IN FILLED CELL VJ/ MINIMUM 25" LAP REQUIRED. TYP AS SHOWN OPT. NO, 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED NO. 5 BAP, w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, i HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) Dc1 --- - - -- - NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o co (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > m 1 MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. N 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SN DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH j FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. I 4. HIGH UPLIFT CONNECTION: *FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. i . SECOND LE`✓EL WALL STUDS STRAPPED TO FIRST LEVEL ! WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w' WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDV C15450 @ MAX 16" O.0 . TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEANI TO MASONRY W',' META12 I _ LINTEL SCHEDULE LINTEL LINTEL MAX CLEAR COMMENTS COUNT NO. DESCRIPTION SPAN L-1 - 8F-1-32 16' - 0" GARAGE 1 L-2 8 U 8 5'- 6" � - 1 � L-3 -- -- ---8U8 ---�-- 3� � �,� �- 5 I L-4 -- 6' - 0„ 1 L-5 -----817-16 8F-16 � - ----�— 9'-2" I 1 L-6 8F-16 t ?' - 5" REAR PORCH 1 L-7 8F-16 7` - 11" REAR PORCH 1 L-8 8F-16 - 7' - 8' - REAR PORCH 1 L-9 8F-16- 6'- 6" ' FRONT PORCH 1 L-10 8F-16 i 5'- 5 FRONT PORCH I 1 L-11 8F-16 51-911 FRONT PORCH L 12 8 16 31-411 FRONT PORCH 1 ti Iq 14,\ a LO O o U APEX0 0 W z_ v U) a Z) m LU w z z W tds -6 Q tram design studios > W' O J 9000 REGENCY SQUARE BLVD. N U_ SUITE 100, JACKSONVILLE, FL 32211 z0 904.821.5200 p H �_ a O 01110190N 0 O J LL a. Q C- U z O —1 O z 2 U W H x JW �� ^^ QUj VJ Q LLI } I..V m 0 = z W w z O to O �' C G w = Q O z Q ww O J 0 w w Q I= w O� 0 U_ r' Q ti U x � O z 0 = w U z z Abbott Park a w _W a LOT 006-01-A w Q Q U 0 w PROJECT NO: I- 2020.001716 z - - (7 DRAWN: SLC w 0 CHKD: LL EAF O 0 0 0 LO c� w J Q U U) CD z_ U) 02-25-2020 (D z REVISIONS: < No. Description Date w U) w I- �w J Q U H O ST=3 O 0 CMUIMETAL CONNECTOR ENGINEERING -����IIJIWILd»1sai��E>•u•u.a s•�I �iunumw!rrw+ 11mum.LWA,l��� 1�1 i I I I - I I I' i I I I I! li i r- -- - II i 1 � 'I i I i' II i i I i I -- N -- j III it i) I ! 11 i Ili I� I It ! I i I' I iI I I I I I it I I i I Ii I j I I I i II II f; -- I --- — 11 'I i I I li i II I I II I - - - I• � I� i II , I I I I II I ii I I I 'I j ll i � i 11 I� I I I j j I j I' jliF 'j I I � I r i I I I i I i i i i I I II II it I I I I I I I L__ A ��-- I j � I I ICI I I - -- I I �! I I I I iIII I I' i I fr I I j I I Ili i I I �I I I I -�- V -- i j II'I I li i i III I I I I I I i I 1 i i , I - I I I i I I I it III I I � III i i I I - -- I li — - - - j I -- -- � I', I� j I I. I it i I III - L- — L - I I I I i I i! I I I i I j i - I i I I I I I II I j I I it II I , I i i � I I I I T 1 R 2 ME A 2 O T 2 H M2 S 0 5 O 0 � I I I I I _ I - I 1 st LEVEL ROOF FRAMING PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES �IZ) SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES C) - -- cl� • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED >' BY BUILDER o 1­ p 14- UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, `" 0• ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING CY TO THE TYPICAL WALL SECTION. SEE SHEET ST-5. 0 0• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR Z A PEX TRUSS LABELS & DIMENSIONS j OVERFRAMING NOTES w • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. Z Q7 • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 N0.2 SYP MIN.; U) • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d ::) COMMONS MIN. m • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. w • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. w • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO Z RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. (D Z RAFTER SPAN SCHEDULE W tds N O.C. - - - - Q true design studies > SPACINGLUMBER SIZE 0 _ 2x6 I- - 2x8 2x10 2x12 12" 15 5" 19'-11' 23' 9' 26o' U_ 9000 REGENCY SQUARE BLVD. (D 16" j 13'-4° 1 1T-3" 20'-7" 22'-0" Z SUITE 100, JACKSONVILLE, FL 32211 - --`G - �: - - G' 1' --Cn 16�-10" 19'-9" O 904.821.5200 p - - - - --- I - - - -- 1 --- -- ---- - 20 L.L./15 D.L. #2 SYP F CEILING JOIST SPAN SCHEDULE _-- S.O.C. T - -_- -- LUMBER SIZE a 2x4 2x6 j 2x8 2x10 O04"HOMN' -- - -- -1 12" 12'-5" 19'-6" i 25'-8" 26'-0'U L _ . _ _I- .- -- -- Q ° --- 16 - - 11'-3" - 17'-8" i-23'-4' _ 26'-0" 24"-9'-10' 15'-6' 20'-1 23'-1� - __.- -- - � -- - ---- -- -- ---- O 10 L.L./5 D.L. #2 SYP J TRUSS FRAMING KEY NOTES w r Q � NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _ 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. Z 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO O MATCH DIMENSION OF TRUSS MEMBER. J ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS O BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. I = 3. LEDGER FRAMING NOTES U w • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS F- AT EVERY SUPPORT WITH FASTENING SHOWN BELOW X (MAX 24" O.0 SPACING) OR W • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE Q wi FASTENING SHOWN BELOW X • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Q Uj LOCATIONS ON PLAN -� • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER } PROTECTION AGAINST CORROSION m • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL 0 W FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR W O LEDGERS ARE FOR INTERIOR USE ONLY. Z V J ROOF FRAMING LEDGER TO WOOD: Q 2x6..... ........ ...............(4) 12d COMMON 2x8. . ..... ..... .. .. w < O (6) 12d COMMON � 2x10 .. ... .......... ....(8) 12d COMMON (D > Q 2x12 ..... (10) 12d COMMON Z (D Uj LEDGER TO CMiJ (W/ 3" TAPCON OR TITEN): O W PT 2x6... .... (2) ROWS 1/2" O @ 24' O C. STAGGERED 0 W W Q PT 2x8. (2/ ROWS '4" 0 @ 16' O.C. STAGGERED Q PT 2x10. .(2) ROWS O @ 8' O.C. STAGGERED C) w PT 2x12_ 32) ROWS %" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): Q ti 2x6.... ................. (3) 16d COMMON X 2x8 .. .. ..... .(5) 16d COMMON } r- 2x1G .. ... (7) 16d COMMON 0 `- 2x12 .... ............. (9) 16d COMMON O O J FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): Z 0 PT 2x6 ... .. ........... (3) %" x 4-'/z LONG #14 WOOD SCREWS = I - PT 2x8 .. ............ .(5) /< x 4-hLONG #14 WOOD SCREWS W Z PT 2x10. .............................. ',1 x 4-'/2 LONG #14 WOOD SCREWS ......(7) �- Abbott Park LL PT 2x12.................................(9) /< x 4-'/z, LONG #14 WOOD SCREWS X a. w u- 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE Q LOT 006-01-A w BRACING DETAIL IF PORCH SHEATHING DETAIL IS _ J PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. U 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF (A THE WALL - (2) FITWM20 ON SAME SIDE OF WALL IE NOT ---- ---------- --------- -- 0 PERMITTED AT THIS LOCATION PROJECT NO: w �- 2020.001716 z DRAWN: SLC W 0 CHKD. EAF w O O LO w a U U) ZCIO r� 02-25-2020 C7 z REVISIONS: < No. Description Date w r� w w J Q U O ST=3A Z O 0 f_MII/MPTAI rONINIF:rTOP FNIrINIFFRINI[; - TYPICAL ROOF DECK SHEATHING. SEE TABLE 2 WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1 TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1'/,." IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 . OR HTWIVI20) 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 FOR MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE (1) #4 OR #5 BAR AT CORNERS WITH MIN, 25" LAP #5 CONT PROPERLY WIND LOAD RATED SOFFIT MOISTURE MATERIAL CONTINUOUS @ PERIMETER. BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C TRUSS TO TOP PLATE MOISTURE BARRIER - C OTHERS DESIGN PRESSURES ON SHEET ST-1. 1 W/ H2.5T OR RT7AT, BETWEEN MASONRY AND — �-- OR SDWC15600 PROPERLY WIND LOAD RATED I TRUSS OR RAFTER TO BOND BEAM W/ NON -PT LUMBER BY OTHERS SOFFI - MATERIAL (i) COURSE- UNO ON PLAN META12 OR HTA16-18 W/ MIN (7) 10d x CONTINUOUS @ PERIMETER. CMU BOND I lMo" IN TRUSS (NOTE: IF META12 OR CMU BOND BEAM VERT. REINFORCING T I SEE TABLE 1: COMPONENT BEAM W/ #5 HTA16-18 IS IMPROPERLY INSTALLED, POURED CELL w #5 BAR CONT HAVE 10" STANDARD I AND C'_ADDING DESIGN CONTINUOUS ATTACH TRUSS TO BOND BEAM W/ FROM BEAM TO FOOTING HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1 I = HTSM20 OR HTWM20) . EVERY OTHER STUD TOTOP PLATE - (1)COURSE CMU BOND ' - I MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM W/ SP2 OR SPT24 OR SDWC15600 = BEAM Al/ #5 CONTINUOUS BLOCKING NOT SHOWN FOR CLARITY AT CORNERS MAX 32" O.C. I - I • 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) • 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. '/2" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR W WEDGE BOLT W/ MIN 4'/2" 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 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERT CAL WALL REINFORCING PER STRUCTURAL PLAN, SHEEF ST-3 OR Sl -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 EQUA'_ SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) �//x EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS 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. —_-_ DI ST FRO10 DOOR JAMB A.11N SCRE'0J DIST. FROM DOOR JAMB MIN. SCREW WiNDOVJ TO 3LOCK LENGTH / WINDOW TO BLOCK LENGTH --- ---- PER MANUF. 3" 5" — 31/4" — 3 7/16 ' 51, 1 �/� 11517 33/a 33j4, 6„ "4 33/4.. I -- TITEN OR TAPCONS SCREWS SEE TABLE % ABOVE F-��R LENGTH. % • (2) ROWS '/" DIA @ 30" O.0 STAGGERED i (2) ROWS ; " DIA. r 24" O.0 STAGGERED �— DOOR JAMB OR WINDOW ATTACH TO / 1x-PER MANUFACTURER'S DETAILS i DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE ABOVE iSHIM AS NEEDED TO f \ PLUMB JAMB DO NOT EXCEED '/.,") 1x_ PT NAILER BUILT UP 2x ATTACHED TO MASONRY. (1) PLY L IIII. 1x_OR�6' OSB MATERIAL MAYATTACH TO WALL �- DRYWALL 'A/ALL - - 8" CMU TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS. UNO) rl- oI U. O 01 Z APEX Ol U) U cl)i w Z U m W 1I W z Z tds -6 W N ¢ true design studios (D 0 O ILL 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 --,.. a) co 0� �I s� IMM � WN d O ' U) :3 ao 0 s4.1 4 " 0 �, a0y F O 1 _I ILL U Z_ -0 W O _J O Z U w F- X W J ¢ LLI ♦�//�� VJ m 0 m Z W W z O O U) W � O Q z w O � _j � LLJ F- F- �I�I � Q 0 LL ¢ U ti X o z -1 O O Z 0 2 w U LIJ z Abbott Park X � w - w_ w LOT 006-01-A w J U U) 0 W PROJECT NO F- 2020.001716 z 0 DRAWN SLC W 0 CHKD: EAF LL O 0 0 LO w J U U z 02-25-2020 U z REVISIONS: < No. Description Date 0 P w - -- --- - - --- -- — w LIJ - - U F- O ST=5 z O 0 rMII1MPTAI rr)KIKIFrTnP PKIMKIFGRINIr. MOISTURE BARRIER BY OTHERS TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) 8'-1" ABOVE F.F.E. TOP OF GARAGE DOOR 6-1" ABOVE F.F.E. 4'-9" ABOVE - F. FIE. 2'-9" ABOVE OIL F.F.E. 0'-9" ABOVE OIL F.F.E. TOP OF CURB F.F.E. rLOF OPENING 2x6xl2 PT - CENTER BUCK i 48" DIA. ANCHOR 2x4 PT TOP BUCK- ---- 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 4e' DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 Yz' x 416" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL BOND BEAM REINFORCEMENT w (SEE WALL SECTION) w LU FILL SOLID TO BOND BEAM = UI U �i U) w' w w L w L- L--- - 8 F - # DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED 0 0 8U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. ROOF DECK ROOFTRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN )ND BEAM :INFORCEMENT 1E WALL SECTION) FILL SOLID TO BOND BEAM LINTEL REINFORCEMENT 8 F -1 - # —DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. TYPICAL PRE -CAST LINTEL OPTIONS ',6" MAX ,6" MAX 16" I i _T&" MAX _ 6" MAX 16" TRUSSES NEEDING BRACING LATERAL BRACING - MULTIPLE TRUSSES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO SPF OR BETTER (UNO). 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 3 BRACING LUMBER SHALL INTERSECT THE_ WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO) 5. DESIGNED PER BCSI-B3. 2007. CONTINUOUS LATERAL RESTRAINT WEB MAX BRACE SUBSTITUTE WEB MEMBER SPECIFIED ! ALTERNATE BRACING SIZE CLR TOR L SCAB 2x4 — 1 ROW 2x4 (1)2 4 2x4 2 ROWS 2x6 ' (2)2x4* - - T-BRACE FASTENED TO -- - --- --- ------ WEB W/ 10d AT 6" O.C. 2x6 ?ROW 2x4 (1)2x6 6 2xa 2 ROWS 2x6 (2)2x4" 2.x8 - 1 ROW 2x6 (1)2x8�1 2x8 2 ROWS 2x6 (2)2x6" P L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. ✓ -IF (F ( W/ 10d AT 56"2) BRACES ARE " O.0 2, iNDIVIDI JAL WEB BRACING MAY CONSIST OF T-BRACING. L-BRACING, OR REQUIRED.. APPLY (t ) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION Mp,X TO EACH FACE OF WEB. iNDIVIDU.AL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND c;RADE AS WEB TO BE BRACED. ----- VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM TOP OF WALL I I I PRECAST LINTEL SEE SEE PLAN- = PLAN --- EXTEND REINFORCING TO _ - END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. ____-------------__-- MIN (2) SOLID FILLED & F_4-_ TOP OF FINISH FLOOR SLAB - - - -I 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 I t` ti o 0 A P 0 C/) 0 W Z_ Wcl m LU W z_ +• 0 z tds W -6 Q true design studios N <Y o - -� 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 � cn 0 904.821.5200 0 Q � 0 O 0411HOMON, N Q S 0 m o Zz LL .� Q U Z 0 -1 Z 2 U W F— x w Q Uj V J Q W m 0 M Z �W W Z /i O V J o I— LU -� Q 0 Q z W p W 0 W W a F- 00 � � o LL r a c/) x o z J 0 o 0 z w U z Uj F-- Abbott Park a W U- °- LOT 006-01-A w Q - -� U U) 0 PROJECT NO 2020.001716 z DRAWN co SLC w 0 CHKD: L- EAF 0 0 O w J U U) z_ 02-25-2020 0 z REVISIONS: 9 No. Description Date 0 w U) w F— W 7:1 a WEcn F— ST=6 z 0 0 CMUIMETAL CONNECTOR ENGINEERING m It f 0