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HomeMy WebLinkAbout8125 Wheat Stone Dr/► DRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLANS A200 ELEVATIONS A400 WALL SECTIONS DETAILS A405 A500 DETAILS A501 DETAILS 0 A STRUCTURAL SHEET NO. ,SHEET NAME ST-1 ST-2 STRUCTURAL SPECIFICATIONS FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 ST-3A 1st LEVEL STRUCTURAL PLAN 1st LEVEL ROOF FRAMING PLAN TYPICAL WALL SECTIONS ST-5 ST-6 SECTIONS AND DETAILS DR HORTON 1844 LAUREL ELEVATION KS Abbott Park, LOT 047mO3=A ELECTRICAL SHEET NO. I SHEET NAME E100 1st LEVEL ELECTRICAL PLAN 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: 201*LLWORK SHALL!"C?MpLY WITH PREVAILIN FL BUILDING CODE - MECHANICAL: 2017 FL FIRE PREVENTION CODE. 201000E' E' FL BUILDING CODE - ENERGY CONSERVATION. 2017 NA71 aIJ � lal.�Cr"'���IC �:Cai1lw, AND THE L;1 1',:;'PHYRHILLS OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB ORDINANCES WIND ZONE. SEE ST-1 SPRINKLED: NO ZONING CODE: REVIEW DATE. MAR 2 3 PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, CITY CF 7_EPH�YPHIL ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' PLAN EXAMINER CONDITIONED AREA 1st Floor [ 1844 SF 1844 SF UNCONDITIONED AREA Garage-- 37 SF Entry f� 39 SF.. 1 - ......... _ __...-_. . , _.—.. 715 SF Grand total 2559 SF %1f%1 1 IIIAC i 1 st Floor 17212 CF Grand total 17212 CF Il O d U r+ � O 0 U) APEX U w z U m � W 'zz z z w tds �i �( true design studios a) O _j 9000 REGENCY SQUARE BLVD. N IL SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p Q 7C3 C O a- 04HOMON e a U � O _l IL Q � U a)Z } C� O J O Z 2 U W H x W Q U) x LLj v) w o z w Z p U) o w < U^ z W �. o 1qt J 00I- W X 0 W ILL Q ti U _ x o o z J O O 0 z W U z F_ Abbott Park x a WI. -- --- — - LL a- LOT 047-03-A W U Uj PROJECT NO 2019.007597 z DRAWN:--- - U) JMM w CHKD LL Jac O 0 O tf) W J U U) U) CD z_ C� 10-16-2019 O z REVISIONS: < No. Description Date 0 P -- w Lij-- — --- -- _ W I -- - — U U) O 0000 z O 0 Footer Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to footer steel w/ (2) ground clamps 5' apart W UFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS 150 = #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE Conduit. A/C DISCONNECT METER MAIN Disc. 150 TYPICAL #12 COPPER TO APPLIANCES AND GFI _ OR - 200 AMP ELECTRICAL - #14 COPPER TO LIGHTS AND OUTLETS —_ PANEL #10 COPPER TO WATER HEATER �- SERV. BY #8 COPPER TO RANGE ERV. BI 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 ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV AC AFF AHU BLK CABS CLG CHR COFF COL COND CRN CVAC DBL DIAG DR DRY DW EB FL FLR FP FXD FXT GLS HB KS LAV LT MRBL MC MIR MTL OH OPNG OPT R & S REF SD SDLTS SGD SH (2) SHWR TB TPH T&S TEMP TR VOL WC WD WH WNCT WS WASH ABOVE AIR CONDITIONER ABOVE FINISHED FLOOR AIR HANDLER UNIT BLOCK CABINETS CEILING CHAIR RAIL COFFERED COLUMN CONDENSER CROWN MOULDING CENTRAL VACUUM SYSTEM DOUBLE DIAGONAL DOOR DRYER DISHWASHER EYEBROW FLOOR LINE (MAT. CHANGE) FLOOR FIREPLACE FIXED FIXTURE GLASS HOSE BIB KNEE SPACE LAVATORY LAUNDRY TUB MARBLE MEDICINE CABINET MIRROR METAL OVERHEAD OPENING OPTIONAL CLOTHES ROD and SHELF REFRIGERATOR SOAP DISH SIDE LIGHTS SLIDING GLASS DOOR SHELVES (QUANTITY) SHOWER TOWEL BAR TOILET PAPER HOLDER TUB and SHOWER TEMPERED TRANSOM VOLUME WATER CLOSET WOOD WATER HEATER WAINSCOT WATER SOFTENER WASHER ROOF NOTES EXTERIOR ELEVATION GENERAL NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • FRONT ELEVATIONS TRIM, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A PAINTED FINISH PER • ALL OVERHANG DIMENSIONS ARE TO EDGE OF BLDR SPECS. SEE ELEVATION FOR DEPTH OR RAFTER. REFERENCE WALL SECTIONS/DETAILS RAISED TRIM FOR ALL OVERHANGS NOT DIMENSIONED. • SIDE AND REAR ELEVATIONS TRIM AROUND • ALL UNDERLAYMENT MUST BE INSTALLED IN WINDOWS AND DOORS MAY BE OPTIONAL PER COMPLIANCE WITH FBC R501.1.1 COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL TRIM SHALL • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT RECEIVE A PAINTED FINISH PER BLDR SPECS OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS . ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS • FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • WATER -RESISTIVE BARRIERS PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED - - AS REQUIRED IN SECTION R703.2 AND, WHERE - — - --- APPLIED OVER WOOD -BASED SHEATHING, SHALL ROOF VENT CALCULATION INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST - - - — EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. FORMULA: THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES PROVIDES A SEPARATE CONTINUOUS PLANE AND OF CEILING ANY FLASHING (INSTALLED IN ACCORDANCE WITH *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 BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED BETWEEN THE LAYERS SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN S-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE II BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) i (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE GENERAL NOTES • ALL CONSTRUCTION SHALL MEE'r THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USEABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND INSTALLED PER FBC R302.12 & R302.12.1 • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCATION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER FBC R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312.2.2 • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR • C.J. = RECOMMENDED MASONRY CONTROL JOINT LOCATION • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING ti E U')o ti O ° APEX0 � U W Z ° c m w W W Z Z W tds N Q true design studios C ct O 1 9000 REGENCY SQUARE BLVD. N LL. SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.6200 p s` a.Df N U � O LL Q � Z_ } O J Z U W F— LU W a. W Q x LU Cn W m o Z W Z p w LLJ a - 2 Q Z ,�, W Z (1) W o _! W 00 W X w w U_ TM Q n X 0 O Z O O Z w = W U ~ Z � Abbott Park X a W — -. U- a- LOT 047-03-A w Q U W PROJECT NO: �- 2019.007597 Z DRAWN: JMM w --- —.. — 0 CHKD U_ JAC O O 0 LO w J Q U W C� Z_ Q O 10-16-2019 O Z REVISIONS: 0 rNoco w Q U) O AOOO Z 0 0 . Description Date 15'-0" 17'-10" L 5'-3 1 /2" 3010 FX TEMP 8' - 0" H.H. ( 2r-------------------, 742"x60" ALTERNATE AC 2'-0" I °p bo COND LOCATION (TYP) I I OWNERS SUITE 9 -4 CLG wi TRAY TO 10'-0" i w zo .1I I N -------- in o ; I I U_ Ln I I _ o I I � r, o I I N � I i I I I 3'-9" I "v I I L------------------- M 9'-0 3/4" 2'-2 1/4" 1 co 2668 6M=j7 IA106 w � — -7--- o q 0i v ~ i L ti � I I I CMU COLUN '(RE: STRUC- (Kt: J I KUL; 10� n ; 9-" CG 1&R ! oS J ANAI 9'-4" CLG r 7'-8" 102 6-0" 13'-6" LO 36' io _- GREAT ROOM 9'-4" CLG in M 65'-0" 10'-4" I 3050 SH EGRESS 8' - 0" H.H. BEDROOM 3 9'-4" CLG 10'-4" -0 1 /2" - 5'-9" . 2'-8" 9'4' CLG - r-) vLD N c- r- N 10g 9 -M --F V 3'_0" 3,4- 6-5 1/2„ 1 FOYER q o 1 1 9'-4" CL �I I I - IJi 102 DINING ROOM 9'-4" CLG bo 4'-1" 2'-4" pe 3'-0" 6-1" pe 0 - - FL 1108 00 101 a LL[]j N Lf - - -130 142j 1'-11/2' o BREAKFAST KITCHEN 9'-4" CLG . 9'-4" CLG 3050 SH 8' - 0" H.H. I I 4'-6" 8-4' L 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 1141 i143 114-0] 71 1140-1 21'-5" 25'-11 " 65'-0" 9'-1 " 56-8" 11'-10" pe 4'-0" le 2'-1" 1. 3'-4" 8" . CMU COLUN '(RE: STRUC- (Kt: J I KUL; 10� n ; 9-" CG 1&R ! oS J ANAI 9'-4" CLG r 7'-8" 102 6-0" 13'-6" LO 36' io _- GREAT ROOM 9'-4" CLG in M 65'-0" 10'-4" I 3050 SH EGRESS 8' - 0" H.H. BEDROOM 3 9'-4" CLG 10'-4" -0 1 /2" - 5'-9" . 2'-8" 9'4' CLG - r-) vLD N c- r- N 10g 9 -M --F V 3'_0" 3,4- 6-5 1/2„ 1 FOYER q o 1 1 9'-4" CL �I I I - IJi 102 DINING ROOM 9'-4" CLG bo 4'-1" 2'-4" pe 3'-0" 6-1" pe 0 - - FL 1108 00 101 a LL[]j N Lf - - -130 142j 1'-11/2' o BREAKFAST KITCHEN 9'-4" CLG . 9'-4" CLG 3050 SH 8' - 0" H.H. I I 4'-6" 8-4' L 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 1141 i143 114-0] 71 1140-1 21'-5" 25'-11 " 65'-0" 9'-1 " 56-8" 11'-10" pe 4'-0" le 2'-1" 1. 3'-4" 8" . a� I I w M I p w =o- e zo Ln � r m I I BEDROOM 2.. — 9'-4" CLG CO �N4 ............. . .................................... R1_,,U _ ��30 � Ty LU EX' -El BUT N 'T AN o Ncn I � Ln M ' I I 9'-10" 4'-0" ENTRY 0, 9'-4" CLG I I I I i I 3080 ENTRY W/(2) 1080 SIDELITES (TEMP) i I I I GARAGE 9'-4" CLG V 0 I 0 I � ELEC PANEL AC COND HB 2 V-8" 181 CV N cV zo 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 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 %' 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 1 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL ME:CH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 180 - EXTERIOR HEADER (RE. ELEVATION) 181 - SYNTHETIC STONE VENEER WALL LEGEND ! ! i 9'-4" HT CMU WALL 1 V-4" HT CMU WALL I` O Iq O CF U) APEX s w v N w Z U) M Ck W Z i Z � w t S Q true design studios 0 O J 9000 REGENCY SQUARE BLVD. a)W SUITE 100, JACKSONVILLE, FL 32211 ZO 904.821.5200 p CO C O � sn 11HOMN® U D lY 1O L Z N } I O J O Z x W i H x JW CL W ♦^ V) w m w Z w z p U) a QVJ Z �. W U) w OC O (D0 w X W ILL U) x O Z -J O O 0 Z w U Z Abbott Park x 12- w - -- LL a LOT 047-03-A w - - - - - -� Q W PROJECT NO: I-- 2019.007597 z -- ---- 0 DRAWN: JMM w CHKD: LL JAC IL O 0 O u7 (n w J U `U) V Z_ 0 10-16-2019 O Z_ REVISIONS: No. Description Date 0 - -- W V5 - - W w - -I Q U U) O Al 10 Z O 0 12 5 1st LEVEL BRG _ _ �_ _ 1st LEVEL BRG - ----- 9 -4" ..00' .� Y; F El 1LEVEL FE EL E st F 1st LEVEL FFE :, _ LEFT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" BEARING HEIGHT FINISH at BEAM/LINTEL PER PLAN (RE: ELEV) PRECAST LINTEL RE:STRUCT LL MTL FLASHING at COL CAP J SET IN BEAD OF CONT SEALANT PT 1x BLOCKING at CAP PLAIN TAPERED COLUMN WRAP INSTALLED PER MFR WRITTEN INSTRUCTIONS w W/ 4" CAP & BASE PER o_ BLDR SPECS 8" CMU 2x PT BLOCKING STONELEDGE LU 16" CMU BASE a F.F.E. i — CONCRETE SLAB at ENTRY 1 COLUMN DETAIL A200 1/2" = 1'-0" WHEN PRINTED ON 22"x34" z 0 a w J w ROOF VENTILATION - ELEV KS VENT VENT PROP LINEAL PROP Area HIGH LOW # RATIO HIGH FT I LOW 2487 SF 597 in 597 in 1 4 144F 576 -125 1148.75 ELEVATION KEY NOTES (SEE SHEF_T A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF I 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER 12 COMMUNITY SPECIFICATIONS 1 5 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY \_ SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER 1st LEVEL BRG �:� 1st LEVEL BRG BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR -4------------- - - .:.- . �.. • -.:... • . --- - - _. �!� 9 4 SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE URRED T R B K NG OM AN A PR VE OU OM AC O -0" METHOD IN ACCORDANCE WITH FBC R703.7 TSPECIFICATIONS SEE GENERA N E A 00 F R L NOTES 0 O 223 - FIBER CEMENT LAP SIDING - 2 4FIBER IDING 2 F BE CEMENT SIDING S 1st LEVEL FFE s_ :�. "_•-. ,•-:`. -;.-: �,•.•; r,. •. •; ; ., , ... • 1 st LEVEL FFE 225 - FIBER BATTEN N CEMENT BOARD & BA I E SIDING ---- -- -- -- �- - - - = - �-. • . .. .... _ .. ,- - : .. ,., , ,. . .:.-• ;-;. . ;. ,. ,,-: - -- -' •. ; -• , , `; •.•�.._ .._. __ ... _----- -, . - �� --------- --------- = Y � 226 - SYNTHETIC STONE VENEER p� __--- -- _ . �; p° �� 227 - STONE LEDGE 221 228 - BRICK VENEER RIGHTELEVATION 240 EXTERIOR DOOR SIZE PER FLOOR PLAN - 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 259 - 2"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. 4 OF LIGHT TO BE 6'-0" A.F.F. U.N.O. I 1st LEVEL BRG 1st LEVEL FF 1st LEVEL BRG — - — 9'_4" E--------- E El --------� �221 } --/ 220 -J REAR ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" it LEVEL FFE BUILDING HEIGHT (AFFL HEIGHT (ABV GRADE_ 18'-87/8" - - - - - - "F 12 x24 265 BUILDING HEIGHT GAFF) — — - - 18'-0718"� 1st LEVEL BRG, i 263 10"x60" i F7 E-j L-1 Ll L -1 L� L-1 E-1 ; Y...... . ........... ]List_____�LEVELFFE- -- ----- - * _ -- I 1st LEVELo FFE ------------------------- p,_� FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"x34" ti O IT r O 0 W APEX -c0 W z_ CD CL ca m 0� ",e\ I W` z 0 tds W � Q9 true design studios N ^ IY O J 9000 REGENCY SQUARE BLVD. a) W SUITE 100 JACKSONVILLE FL 32211 c z0 904.821.5200 0 Q .1 O 01HOMON U � Q , € F O J Q. LL Q -c z_ } C� O J O z U w I" x w U^ XQ vJ Q w W W zW z p W 3: Q w 1 w Q W z > � W w L.L� o J CL DO w X o !W LL Q t� W x O O z w w z U ~ z Fw- Abbott Park x °- w_-- __-_______ w Q- `t LOT 047-03-A J -- - --- U 0 W PROJECT NO: 2019.007597 z DRAWN: JMM w — o CHKD: JAC O 0 0 0 to w J Q U 0 z_ 0 10-16-2019 O z_ REVISIONS: -- -� w w -- -- --- ---- --- w U cn O A200 z O 0 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD 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 VIN LAP SIDING PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FRC STRUCTURE)(TYP ALL VARIES (RE: �OF PLAN) I. 1 TY_P A400 VARIES (RE: 12 ELEVATION) N-MA � -. • - �. ♦ ,�•� fl� 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) ONE-STORY WALL SECTION -- - SCALE: 1" = 1'-O" u7 ti O ILL! z to w w z_ 0 z w f� O _1 U_ z O O Q. 0 U !Y O LL Q U z 0 O J O z U w I— x w x m 0 O Q W O H U LL Q W 0 O O z U w I- x w a Q APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 J W Y Z a �W J Q � d, LLJ J � W x l.., W Abbott Park LOT 047-03-A PROJECT NO: 2019.007597 DRAWN:- JMM CHKD: JAC 10-16-2019 REVISIONS: No. Description Date A400 Q 0 r x 0 0 w z a LL w J Q 0 w Q w 0 LL O 0 0 u7 w J U W O z 0 z 0 W w w J Q U W F- O z 0 TRADITIONAL HARD -CO 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 SHEATHING AS REQUIRED BY ENGINEER -OF -RECORD AND/OR LOCAL BUILDING CODE 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. METAL LATH ONE LAYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO GRADE D BUILDING PAPER. ZIP SYSTEM ®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) ZIF SYSTEMS ® SHEATHING WOOD OR LT. GA. METAL STUDS. OVERLAP TAPE A MIN 1" AT ALL T-JOINTS /� 1/8" GAP RECOMMENDED AT 1/8" GAP RECOMMENI / PANEL EDGES PANELEDGES ZIP SYSTEMS ® SHEATHING WITH HARD COAT STUCCO AT 2ND LEVEL BLOCK TO FRAME TRANSITION) ese construction details are provided to assist in the installation of Zip System ®product(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 ® TAPE (INSTALLED OVER AL JOINTS IN ZIP SYSTEI SHEATHING.) OVERLAP TAPE A MIN OF 1"AT ALL T-JOINT; 1/8" GAP RECOMMEN FASTEN ZIP SYSTEM REQUIRED BY ENGIN AND/OR LOCAL BUILC CMU N "ZIP 5Y5 I tMU SHtA I HIND IJ AF'KVVtU I V REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT 2ND LEVEL BLOCK TO FRAME TRANSITION) These construction details are provided to assist in the installation of Zip System ® roduct(s) and may not apply to every situation. Manufacturer accepts no responsibility or IiabiliPy for the use of these or other construction details. WALL ASSEMBLY VINYLNVOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS ® SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENDED AT PANEL EDGES 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 I FASTEN ZIP SYSTEM ® SHEA' ENGINEER -OF -RECORD ANDA *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT SLAB O N GRADE details are provided to assist in the installation of Zip System ® roduct s These constructionp . p y p ( ) and may not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. TRADITIONAL HARD -COAT METAL LATH MORTAR SETTING BED ON STUCCO INSTALLED IN ONE LAYER OF WATER -RESISTIVE TOP OF MORTAR SCRATCH ACCORDANCE WITH THE VAPOR -PERMEABLE BARRIER WITH A COAT IN ACCORDANCE MANUFACTURER'S OR THE PERFORMANCE AT LEAST EQUIVALENT WITH MANUFACTURER'S PORTLAND CEMENT ASSC. TO GRADE D BUILDING PAPER. INSTALLATION (PCA) RECOMMENDATIONS ZIP SYSTEM@ SHEATHING* RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. WOOD OR LT. GA. METAL STUDS TOP EDGE OF WEEP SCREED NATURAL OR MANUF TAPED TO WALL SHEATHING WITH STONE VENEER. ZIP SYSTEMO TAPE OR ADHESIVE INSTALL IN FOUNDATION BACKED FLASHING. (MUST MEET ACCORDANCE AC148) WITH MANUFACTURER'S RECOMMENDATIONS VERTICAL AND HORIZONTAL CONTROL JOINTS AS NEEDED. DESIGNER -OF -RECORD TO SPECIFY ° TYPE AND LOCATION. CODE -APPROVED WEEP 4 SCREED AT BASE OF WALL *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. 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 to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. 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 SYSTEM® 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 These construction details are provided to assist in the installation of Zip System QD product(s) and may not apply to every situation. Manufacturer accepts no responsirlity or liability for the use of these or other construction details. f� p ti O A 0 C PEX _C U) V W z UC1 m iY W W z_ 0 C, t S W Q true design studios N 0 w O j 9000 REGENCY SQUARE BLVD. N IL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p C O a. o- RHOMON A0 a) U � 0 w O J U_ .. Q U •� z O O z U W H x w U) Q v� w o z w z p w 3: Q - o I>J � U) w Q w a w z �.1■ V w J CL o w X Q U 0 LLL W Q ti x 0 0 0 0 z = w U ~ z Abbott Park x a w --- — w CL _ LOT 047-03-A w Q U 0 Uj PROJECT NO: Q 2019.007597 z DRAWN: JMM w CHKD: JAC LL O O O u7 U) W J U U) 0 z r 10-16-2019 O z REVISIONS: No. Description Date — W w W W O A405 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 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. O 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45° (A1. 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 ® ® ® FOLD at 77° WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES x ROOF/WALL SCREED x x x x x 5x5 WALL FLASHING x x > bo I M/hy Z 0� W� O Z W a2 010* x x KICK x x x FLASHING x (SEE DETAIL) FELT UND Y y�` WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) SHINGLE ROOFING 12 DRIP EDGE: OVERLAP EXTEND 1/2" BELOW SHEATHING, FASCIA WRAP NOTE: INSTALL KICKOUT SHEATHING, 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 —7 / I � NOTCH @ END WR PIZED IN PEEL & STICK \ 1 DRIP EDGE I 7i8' TEXTURED \ 1 EE FINISH @ WOOD8" TEXTURED FINISH @ CMU \ L / METAL FASCJA WRAP\18' FROM STUCCOI,/' FROM WO1 D WALL V \ r EXTERl R WALL \ JFRAME OR CMU) \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) OA 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 �I(NOT INTO STUCCO) 3-COAT PLASTER >_ 2x6 SUB -BAND W/Vx4" NOTCH @ END, WRAPPED IN PEEL & STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB -BAND 2" OFF WOOD 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 2x6 SUB BAND ©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/1/2"X? NOTH @ END. WRAPPED IN PEEL & STICK *ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL () WALL CLARITY WOOD SHEATHING WRB LAYER#1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT WALL KICK -OUT FLASHING J 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, D A, WRAPPED IN PEEL & STICK 'ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL CW_ WALL W/ KICK -OUT SCALE: N.T.S. n O � r O ° W APEX0 U U W � Z_ U m W z td 0 z W .a Q true design studios 4) ❑ O j 9000 REGENCY SQUARE BLVD. N u- SUITE 100, JACKSONVILLE, FL 32211 'Z� zz 904.821.5200 p F- 1 4.1 O 01H09ON' Q U Q ` r O J U_ +• Q U Z 0 O J O z U W I- x JW a Q x Uj Cn W m w ZW z p U) Q Q z > W W W 0 J 00 W X w r W LL 0 x O O z ❑ = W U ~ z Abbott Park a a LOT 047-03-A W Q J U ❑ W PROJECT NO: I-- 2019.007597 z ----- 0 DRAWN: JMM w CHKD: JAC LL 0 O u7 W J U z Cn 10-16-2019 O z_ REVISIONS: q� LNo. Description Date ❑ W -- W W J Q 0 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 J LU � VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. GYP BRD OVER `— PRE -SHAPED STUCCO BAND 1x2 TREATED W/ SLID 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) " BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU - SCALE: 1 12" = 1'-0" / PRE -FORMED CONTROL \ 5/8" CEMENT PLASTER JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER *��•= CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) / \ I CONTROL JOINT - VERTICAL - CMU 2 1/2" SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING at 7"O.C.) ;MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK 12" GYP BRD O\ lx2 TREATED FURRING STRII at CMU WALL (T WOOD BLOCKI PT 1x WOOD BI SHIM AS NEEDI INTERIOR SCALE: N.T.S. CMU WALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) PRE -SHAPED STUCCO BAND W/ INSTALLED PER MFR WRITTEN SPECS (RE: ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT EXTERIOR WINDOW JAMB at CMU SCALE: 1 ti2" = V-0" 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 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. 1 1/4" X 6" SIMULATED / WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT /, STUCCO CASING BEAD �/ SIDING TO STUCCO FRAME TO BLOCK GYP BRD OVER lx2 TREATED FURRING STRIPS at CMU WALL (TYP) INTERIOR 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 INSTALLED PER MFR WRITTEN SPECS (TYP) CMU STEMWALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) EXTERIOR WINDOW SILL at CMU SCALE: 1 ti2" = 1'-0" ELECTRIC ME" FIELD VERIFY LOCATION AREA TO RECL,. 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 lx2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHE, (RE: STR ti O Imo- ? s0 O ° W APEX C U W Z_ m W w Z 4- 0 tdsw Q Q true design studios N O_ O -i 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 c cn 904.821.5200 p O 0 11HOMN' U � Q e a DNE (1) O 3 ELECTRIC J LL � Q � CAVITY TO BE FILLED WITH RIGID POLYMERIC U ISOCYANOTE-POLYBLEN Z FOAM ("GREAT STUFF" OR } SIMILAR) U, APPLY A SILICON BASE i SEALANT AT POINT THAT O ELEC WIRE PENETRATES Z 2 U W LU JW PROVIDE STUCCO d / ^ SCRATCH COAT LARGER Q THAN THE ELECTRIC /1 W METER CAN OR METER CAN COMBO OR METER } CAN AND DISCONNECT m o to Z �Uj z p O Q Q _ > w z d. SCALE: N.T.S. 0 w o FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER INISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS HREE COAT STUCCO FINISH EXTEND HOUSEWRAP 8" NOM) OVER GALV MTL LATH OVER NAILING FLANGE DER 15# FELT OVER APPROVED DUSEWRAP WD SHEATHING (RE: STRUCT) ASTEN TO WD STRUCTURAL IEMBER at 7" O.C. MAX MTL DRIP FLASHING W/ "TO 4g" MID WALL - HEMMED EDGE SET IN CONT JEEP SCREED BEAD OF SEALANT Ik �— TRIM (RE: ELEVATION) z a EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT WIDE STRIP SELF ADHESIVE _ .:� BEAD OF SEALANT 'LASHING, CLEAN MASONRY IEFORE APPLYING - -- - --{. VINYL FLANGE CASING BEAD _ INSTALLED PER MFR /2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) 'EXTURED PER COMMUNITY iPECIFCATIONS 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY A SPECIFCATIONS STUCCO SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK DOOR HEAD at CMU SCALE: N.T.S. ! CMU WALL W/ CMU LINTEL 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) (RE: STRUCTURAL) tie" GYP BRD OVER 1x2 TREATED FURRING STRIPS - CONTINUOUS BEAD at CMU WALL (TYP) - CONTINUOUS BEAD OF SEALANT OF SEALANT PT 1 x4 SELF ADHESIVE -OR- II SELF ADHESIVE -OR- FLUID APPLIED PT 2x4 FRAME FLUID APPLIED FLASHING (CLEAN ANCHOR FLASHING (CLEAN \ SHIM AS NEEDED gqM��APPS��OYYNNRGY�BEFORE `— METALI DOOR FRAME gqMppAppS��OyyNNRGY,BEFORE METALI DOOR FRAME EXTERIOR INTERIOR EXTERIOR SCALE: 1 1/2" = 1'-0" DOOR JAMB at CMU SCALE: 112" = 1'-0" � M Q U W w LL �.. W a ti U X } r- 0 O Z � O 0 Z = W U ~ Z w Abbott Park a X LU UL °- LOT 047-03-A w - - - J U fn PROJECT NO: 2019.007597 z DRAWN:Fn JMM w — --- - - 0 CHKD: LL JAC O C) 0 CD W J Q U cn 0 _Z Q� tr U) 10-16-2019 U Z REVISIONS: a No Description Date 0 �- - w U) W J L U 0 A501 Z O 0 ALTERNATE AC COND LOCATION LL Q i LL - VP AFI AFI VP VP AFI A : t' e 1 LL j { > , ., . LL AN { I " I.............................. 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GFI J 13 _ .._......._ M pp J� _y :, 0 1st LEVEL ELECTRICAL PLAN 1/4" = V-011 WHEN PRINTED ON 22"x3411 3r4r ELEC PANEL W P G { : IRR GFI 1 II 1 I I I i I I I I 1 ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3 3-WAY SWITCH C DOOR BELL CHIME 4-WAY SWITCH GARAGE DOOR 4 BUTTON p DIMMER SWITCH GARAGE DOOR OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET DUPLEX OUTLET CEILING OUTLET A AFCI DUPLEX OUTLET FLOOR OUTLET JUNCTION BOX OS SMOKE DETECTOR 8 JB CARBON MONOXIDE & G CARBON MONOXIDE © DETECTOR SMOKE DETECTOR b TELEVISION OUTLET NETWORK OUTLET PANEL SERVICE PANEL PH TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL M WALL MOUNT LIGHT SINGLE SCONCE VV FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT ® STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN - VENT TO EXT CLOSET CASTER ® CASTER LIGHT UNDER CABINET LIGHT -- PULL CHAIN LIGHT -0- KEYLESS LIGHT 0 FLUSH MOUNT LIGHT HANGING PENDANT _HANGING HANGING LIGHT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT — FLUORESCENT LIGHT RECTANGULAR AR C ROUND PRE -WIRE FOR CEILING FAN CLG FAN `�. ROUGH -IN PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN �\ LIGHT ROUGH -IN ti o � ti O A 0 0 PEX W z qj co w w W z Z � w tds <( true design studios O -1 9000 REGENCY SQUARE BLVD. N IL SUITE 100, JACKSONVILLE, FL 32211 O 904.821.5200 p O O 041HOMON' U Q J LL ..+ Q � U z C� 0 O z U w I— w J/'� 4. < w U) m z ® U) 3: — o w Q U) Q z > w U) W I.iL �— w W 0 W LIJ x O O z � = W U ~ z Iw- Abbott Park a W-- - - ---- - — U_ 0- LOT 047-03-A w `r ------ ----- Q W PROJECT NO: �- 2019.007597 z DRAWN: JMM w -- 0 CHKD: LL JAC O 0 0 LO W J U z_ 0 U) 10-16-2019 O z REVISIONS: No. Description Date Uj cn w U O El 00 z O 0 DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes , 6'h Edition (2017) Code for Design Loads ANSI/ASCE 7 ROOF LOADING ............................................... Cd = 1.25 TOP CHORD LIVE LOAD..................................20 PSF TOP CHORD DEAD LOAD................................7 PSF (TILE = 15 PSF) BOTTOM CHOlf D LIVE LOAD ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE ............... 10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.. .... ....... 5 PSF WIND LOADING.................................................Cd = 1.60 ASCE 7-10, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY .................................. C BUILDING CATEGORY... .................................. 11 ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF....................... 0.18 C&C DESIGN PRESSURES .............................. (SEE TABLE 1) FLOOR LOADING .............................................. Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN 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 W 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 WIDTH" PRESSURE (PSF) 8 FT +25.4/-32 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 1ST 4.0' PER FIGURE R301.2 (7) 1ST FLOOR 4.0 (TY, [7 END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTFS 3 4 0 U STUCCO AND DIRECTLY MIN 15/3z" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR 6/8' 24/16 w = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ I-_ �- c� (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w LU U Z ALL OTHER VENEER MIN �/B " 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) Y C� TILE ROOF MIN '%.,," 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION Z (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS. 4" O.C. AT PANEL EDGES AND w o F H 8" O.C. IN THE FIELD 0 w z SHINGLE AND METAL ROOF MIN %5" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 � ` (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: 23/32' T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN Y8' OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN 'Y2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /8' COOLER NAIL OR NO.6 x 1 /4" LONG SCREWS @ 4" O.C. EDGES. 8" O.C. FIELD NOTES. 1. FOR SHEATHING THICKNESS GREATER THAN 'V32" 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 RE Q REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW W NAILS ARE RECOMMENDED. 6. 15/32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE ,/,,3„ 24/16 SPAN RATING P INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL G S ALLED SPECIFICATIONS. FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. '%2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY 1.5 AND INSTALLATION REQUIREMENTS ALLOW, /3? 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" 2-1/2' 8d RINGSHANK 0.113" 2-3/8" 10d x 1-'/2" 0.148" 1-'/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-1./4" 16d SINKER 0.148" 3-'/4" 16d COMMON 0.162" 3-'A" TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS T. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL, 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'xl5' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION. SPAN DIRECTION, SPACING. BEARING & LOCATION OF THE FRAMING PLAN SHOWN HERE. 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 5. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2, 3, 4 MITEK & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE Q I SIMPSON I SIMPSON FASTENERS MITEK MITEK FASTENERS (8)'/. X 1 '/2" SDS SCREWS (8)'/4 x 1 /2 WS 1 C DTT2Z IN STUD'/2" 0 X 4'/2" WOOD SCREWS IN STUD (NOTE 2) EMBED EPDXY OR DTB-TZ �/, 0 x 4'/2" EMBED EPDXY SCREW ANCHOR OR SCREW ANCHOR (18)0.162"x2'/z"IN (18)0.162"x2'/z"IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (NOTE 2) %" 0 x 6" EMBED ANCHOR HTT45 " 0 x 6" EMBED ANCHOR IN CONCRETE IN CONCRETE (26) 0.162" x 2 '/2" IN (26) 0.162" x 2 '/2" IN HTT5 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (NOTE 2) §8" 0 x 6" EMBED ANCHOR HTT45 0 x 6" EMBED ANCHOR IN CONCRETE IN CONCRETE (20)'/." x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7 0 x 12" EMBED �a" �/e,. 0 x 12" EMBED ANCHOR IN CONCRETE ANCHOR IN CONCRETE (7) 10d x 1 '/2" IN TRUSS (7) 10d x 1 Y2" IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN GROUTED BLOCK WALL GROUTED BLOCK WALL , 8 10d x 1 /2, IN TRUSS M ETA20 4" WET EMBED IN GROUTED BLOCK WALL (9) 10d x 1 '/2" IN TRUSS HTA20-18 4" WET EMBED IN GROUTED BLOCK WALL ABU44 02) 16d COMMON NAILS (12) 16d COMMON NAILS (NOTE 6) 48" 0 x 7" EMBED EPDXY PAU44 %" 0 x 7" EMBED EPDXY (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 V " 0 x 7" EMBED EPDXY B PAU66 48 " 0 x 7" EMBED EPDXY (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE DOOR RETURNS) DOOR RETURNS) 48, (14) 16d COMMON IN , (14) 16d COMMON IN HUC HEADER HD48 HEADER HU2, HUC28-2 (6) 10d COMMON IN BEAM HD48-2 HD28-21F (6) 10d COMMON IN BEAM HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN HUC210-2 BEAM HD210-2IF BEAM (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-2IF HEADER (4)Y4" x 1 '/2" SDS SCREW HGA10KT IN TRUSS/RAFTER (4)/. x 3 SDS SCREWS IN TOP PLATE (4) SDS 1/4' x 1 '/2' SCREWS HGAM10KTA IN TRUSS/RAFTER (4)'/4" x 23/4" TITEN SCREWS IN MASONRY (4)'/4" x 1'/2" WS15 SCREWS IN TRUSS/ RAFTER HGA10 (4)'/4" x 3" WS3 SCREWS IN TOP PLATE (4)'/." x 1'/2" WS15 SCREWS IN TRUSS/ RAFTER HGAM10KT (4)'/V x 13/.' WEDGE BOLT OR EQUIVALENT IN MASONRY SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS (9) 10d COMMON (9) 10d CS18 EACH END CS20 COMMON EACH END MTS12 (7) 10d x 1 Y2" MTW12 (7) 10d x 1 '/2" EACH END EACH END MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON EACH END EACH END MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON EACH END EACH END (7) 10d COMMON IN (7) 10d COMMON IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING (4)'/4' x 2'/4" TITEN (5) Y4" x 21/4' TAPCON IN SCREWS IN MASONRY MASONRY (11)10dx1'/2"IN (11)10dx1'/2"IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER 01) 10d x 1 1/2" IN (11) 10d x 1 '/2" IN STUD STUD (12)10dx1'/2"IN (8)10dx1'/2"IN HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (12) 10d x 1 1/2" IN (4) /. x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (5) 8d x 1'/2" IN (5) 8d x 1'/2" IN H2.5T/ TRUSS RT7/ TRUSS HA8 (5) 8d x 1'/2" IN RT7AT (5) 8d x 1'/2" IN TOP PLATE TOP PLATE (5) 10d x 1'/2" IN (5) 10d x 1'/2" IN TRUSS TRUSS H8 (5) 10d x 1'/2" IN RT8A (5) 10d x 1'/2" IN TOP PLATE TOP PLATE (16) 10d COMMON TO TRUSS/RAFTER TRUSS/RAFTER LGT2 (7)1h" x 2'/." TITEN LUGT2 (5)'0" x 3" WEDGE BOLT SCREWS IN MASONRY OR EQUIVALENT (26) 16d SINKER (28) 16d SINKER IN WALL LGT3 IN WALL FRAMING LUGT3 FRAMING (12)SDS %"x2'/2" (12)WS25'/4"x2'/2" IN TRUSS IN TRUSS SDWC14500, SDWC15600 NO MITEK EQUIVALENT NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2017-2018 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 '/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES 1/4' 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF 0 x 1 %" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING. 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9_ PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. I C(`-Cnln OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL AI-TERNATIVE 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 STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.0 ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4' WIDE, UNO. (3112" WIDE LSL BEAMS ARE EQUIVALENT 1'0 2-PLY 1 '/4" BEAM) LVL 2.0E MICROI_LAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALI.AM PSL ENGINEERED LUMBER, 3 '/2" WIDE, UNO. 5YS 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 i2" ANCHOR .@ 8'-0" O.C. (LINO ON FRAMING PI -AN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE -- NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WA FRAMING I LL. RAM G SIZE AND GRADE LINO. 2 2 STUDS w ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 2 ANCHOR BOTTOM OF STUD COLUMN CONNLCTION 1ST LEVFL STUD COLUMN: HOLDDOWN RE(.1UIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING 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 CONNEC T iNG HEADER TO JACK STUD 1 MSTA24 �'--- TYPE OF STRAP CONNECTING HEADER TO JACK STUD TDT72Z 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 LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE (2) 200 - 1 ! 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER. ENGINEERED LUMBER HEADER FRAMING KEYNOTE (2) 9'/2' LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF .JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL. LVL. PSL. OR SYS42) DEPTH OF LOAD -BEARING EWP FIE ',DER NUMBER OF PLIES IN HEADER (1 %4" 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 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 5. IF HEADER NOT SPECIFIED. CONTACT ENGINEER OF RECORD. 6 UNO ON PLAN MIN (1) SUVVC15600 FOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SiDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNE( TiON 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: • SDWC15600 (?� MAX 32" O C. AS SHOWN, "ALTERNAI E SECTION (HEADERS),ST-5 •SPHw/(12)10dx 1-'6"Ccil 16"0C. OR • DSP w/ (14) 10d x 1-'/2" @ 16' O.0 OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR FITS w/ (14) 10d x 1 z" (OR EQUAL APPROVED BY EOR). 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAYBE FRAMED AT 24" O C. oZ) >C. U N ` r- o � U u7 ~ _O z O U) APEX (10 U N Z fn CL cu m lY Zz w Z z w t Q Q true design studios >� Q' 'J -1 9000 REGENCY SQUARE BLVD. N U_ SUITE 100, JACKSONVILLE, FL 32211 ai O 904.821.5200 0 F- U) C O a Q_ N O 11HOMON" i a U L j 0. ILL � �( L U Z 0 0 O Z U w X w J D_ Q Uj U) Cn w m w 0 Z �/'� z p VJ a - w ♦^ Q V , z �. > w U) W o F_ CIO X 0 W LL Q ti x >- 0 T_ 0 0 O 0 Z w 2 I-_ U Z � Abbott Park a w w_ a LOT 047-03-A w Q FRAMING NOTES 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 118" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALL.AFION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER, 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE !N 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 COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACKiK.iNG 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. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD J U w PROJECT NO: f-- 2019.007597 z (D DRAWN: JMM LLLI 0 CHKD: EAF 0 0 O LO ,,�tlllllll/III � LA/V /�` w ` •. .• U No 8 6 U) Q Z STA OF 4;O N A� 1%�`� 10-16-V019 O z REVISIONS: No. Description Date w U) w w r - O STm1 z 0 0 CMUIMETAL CONNECTOR ENGINEERING IT M (V 00 r — I L - ALTE AC LO( FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"04" Ar._n.' KS-1 ___-- 2019 V3.00 GENERAL FOUNDATION NOTES: CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND j 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 EOR. 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-2D FOR ALTERNATE STEMWALL SECTIONS • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNFR DETAIL" ON SHEET ST-2D. FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN A 8"x8" DEEP THICKENED EDGE w/ (1) #4 CONT C 16"SQ02" DEEP FTG E .i 30"SQx20" DEEP FTG w/ (4) #4 EW G 48"SQx24" DEEP FTG w/ (5) #4 EW, T&B I 2"0 VENT I TO ROOF I I I I 2"0 VENT TO ROOF I I I I I o � 12" DEEP FTG UNDER BOX B i COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN j D-1 24"SQx20" DEEP FTG _._ w/ (3) #4 EW F 36"SQx20" DEEP FTG w/ (4) #4 EW #5 VERTICAL DOWEL TYP H AS SHOWN, SEE MASONRY NOTES ON ST-1 LO � U O APEX U W Z_ qj M m W W 10 Z «: C7 "� Z W tds -d Q true design studios 0 J 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 c Zcn O 904.821.5200 p cn c 0 0 0#0190N'70 0 0 J U_ Q 0 Z C� 0 J 0 Z 2 U w F- x W mi cl- Q w U) W LLI o Z /W� Z 0 vJ 3: a 0 a Q U) Z �. > w w J CL 00 W X o r W LL U) x r- V � O Z O 0 Z 0 r W 0 z Z Abbott Park x a °- LOT 047-03-A w Q ----. J Q U U) 0 Uj PROJECT NO: I- 2019.007597 z DRAWN: JMM w CHKD. EAF L` 0 0 0 ifill, � IN L A �'�i� cn �. �5••,.....,• /F �. w •. . �`� ; ••\. NSF'••, • 0 N 8 16 0 'U : • (r ~ Z r • STA OF .'14J" i 0 •. OR Sil,,ONA\_ �� rrr ICI O 10-16-�2019 Z REVISIONS: No. Description Date w (n -- — w w Q ST=2 F- 0 0 CMUIMETAL CONNECTOR ENGINEERING CONCRETE SLAB w/ 6x6 W1.4 x W1.4 VWVF OR FIBERMESH e a a ° e a VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° 0'-0" A.F.F. SEE ARCH (MAX 20" a DEEP) ° e 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16, UNDER 2 STORY WALL C6 BEARING CURB STEP SECTION CONCRETE SLAB W/ -- 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB PW6 \\ \\\i\\\// //\\ j o VAPOR BARRIER U o #4 OR #5 VERT REINFORCING> UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. 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 x WWF OR FIBERMESH > e \ \\ #4 OR #5 VERT REINFORCING - • UP TO 3 COURSES: 72" O.C. j _ / x 4 TO 5 COURSES: 48" O.C. \ o o I e -Al FOOTING TO BEAR ON FIRM UNDISTURBED SOIL U-BLOCK W/ (1)#4OR#5 U) CONT w Cn FINISH O GRADE U*) --- ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO J - 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 1 #4 OR #5 CONT. () CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24" (1) #4 OR #5 90° BEND @ 48" O.C. VARIES PER a c Qa — 36" MAX ARCH PLANS ° a e /%�/%/j 12" MIN` \ /j,��// e e '\ VAPOR BARRIER a► / FOOTING ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ ADDITIONAL NO.4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS *'NOTE MONOLOTHICFOOTING SECTION - 36 MAX DEPTH': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "I" 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 W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPORBARRIER� FOOTING TO BEAR ON \ r� r FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL 1)0. 4 OR NO. 5 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 1 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 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS 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 0'-0" A.F.F. SEE ARCH DETAILS \\\ 8" MIN a 8"x8" THICKENED 8" FTG AT STEP-DOWN, SEE VAPOR BARRIER PLAN CURB STEP. SECTION 8" UNDER MASONRY WALL CONCRETE SLAB W/ I 6" UNDER WOOD WALL 6x6WIAxW1.4WWF OR FIBERMESH VARIES ° e ° VAPOR BARRIER 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO. 4 OR NO. 5 - BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 5 GARAGE-EXT WALL CURB SECTION _ ONTACT FOR PRIOR f0 CONSTRUCTION 1F ANY OF THE/ FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH a e MAX 20" 4 ° e I - - - DEEP) \r ° 1 J 71 i \�6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL w/ (2) #4 OR (2) #5 CONT - VAPOR BARRIER 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT 6 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 RE-ENTRANT CORNERS I� 1 HOUSE SLABI RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U 0 M 0) Er C c�.i � O O o 0) APEX U) a) w °' z U m W zzz z 100 Z g W tds Q true design studios 0 0_ O 9000 REGENCY SQUARE BLVD. N U_ SUITE 100, JACKSONVILLE, FL 32211 O 904.821.5200 p F- - 0 RHOMON'0 a� 0 • r ., cc ::z O J LL U z 0 >_ 3: 0 0 J 0 z W X W J a V ) x Uj W 0 Z LLJ z p w 0 J U) 2 Q z d. U) W/ W I.L o d' J 00 Lu X V w 0 U_ T Q ti X } �r 0 O 0 0 z = W U z Z Abbott Park a X °W- --- LOT 047-03-A —_ J Q Q U 0 W PROJECT NO: I- 2019.007597 z -- -- - - 0 DRAWN: JMM o CHKD: LL EAF 0 0 O LO rrrr���ir�rii LAAv1 No 85 66 ' � U *; ;* (n .. ccz _ STA OF : UJ Z2 . 0 , 111 N A� ��.. 10-1 b�Si g (D z — REVISIONS: _ < No. Description Date 7 Cl W - -- W H - Q - U U) O ST=2 m D 0 CMUIMETAL CONNECTOR ENGINEERING ib ti T-8" 6'-8" 6'-8" 4'-10" 4'-10" 6'-8" 6'-8" 6'-8" 6'-8" T-0" 1 st LEVEL STRUCTURAL PLAN 1/4" =1'-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 0 - -- _ ---- ----- __ - — M • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 8U LINTELS MAY BE FILLED OR UNFILLED. No • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS DOWEL LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN ■ NO. 5 BAR wl VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 36" LAP REQUIRED, TYP AS SHOWN o (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN `J OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED 701 NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMUj DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 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 SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL 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) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 LINTEL SCHEDULE KS LINTEL ! LINTEL MAX CLEAR NO. DESCRIPTION SPAN NO. COUNT L-1 _- ] 8F-1-32 L-2 8U8 L-3 8U8_ L-4 8F-16 L-5 8F-16 8F-16 8F-16 ___. L-6 - - L-7- L-8 8F-16 L-9 8F-16 L-10 8F-16 L-11 8F-16 L-12 ! 817-16 ---- --- GARAGE 1 51-611 3' 0" 5 6' -0" 1 9' 2" 1 7' - 5" REAR PORCH 1 7' - 11" REAR PORCH 1 7' - 8" _ REAR PORCH 1 6- 6" FRONT PORCH 1 5'- 5" FRONT PORCH I 1 5'- 9" FRONT PORCH 'I 1 -- - - -- r — 3'---4" j -FRONT PORCH j 1 L v ti o cy W APEX W U W z_ U 0 CD w w z Z� W tds 0 true design studios w 0 -j 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p c 70 U 04HOHOMON, L Q E 0 LL U z N } 0 O 0 z 2 U W x W mi Q. ¢ v, ' w w Lu o z w z p w 3: Q — 0 J w Q U) z w U) w o �" J w X ¢ w W UL ¢ F� � X 0 O z O O o z = w U ~ z Abbott Park x a w- -- -- U_ a LOT 047-03-A -- _ J U W 0 LU PROJECT NO: 2019.007597 z DRAWN: JMM w CHKD: LL EAF O 0 0 ��►����i������ cn • U :• IN 8 1 6 cn U) . = z_ ST E OF 441 ` O•. /� • ` 40 �,`,S/O N llillA, �, .,`� 10-16-�1019 O z_ REVISIONS: No. Description Date --- w �W - U H 0 ST=3 z O 0 CMUIMETAL CONNECTOR ENGINEERING r i I : j I N I i I I i i II I I i I i i I I I I I I I i I _ I -- _A 1 i I I I I I I i : I I I 4 i ---1 - - - f (2) META12 OR— (2) HTSM20-- i� 1 k I I I I I i I r I I I I ! i f L -- ' i I I I I : i i I I I. I - I i I i : t I �- : I I, I i I i _+- --h --1- - -— -- ' _Ist LEVEL ROOF FRAMING PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"04" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN. i • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O.C. --,--,--LUMBER SIZE SPAC__I_NG_ 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 23'-9" 211 - -16" - - 13'-4" 17'-3" 20'-7" 22'-0" 241, 10'-11" 14'-1" 16'-10" 19'-9" _ 20 L.L./15 D.L. #2 SYP — CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2xl0 12" 12'-5" 19'-6" 25'-8" 26'-0" 16" 1 V-3"- 17'-8" 23'-4" 21 24" 9'-10" 15-6" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2 TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE W FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAM!NG `d 1 T H WOOD SCRL.VYS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6.... ... ... ....... ... ...(4) 12d COMMON 2x8.... . . . .. ... _(6) 12d COMMON 2x10..... .. ..... ..(8) 12d COMMON 2x12............................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN). PT 2x6.. ..(2) ROWS '4" 0 @ 24" O.C. STAGGERED PT 2x8. .(2) ROWS ',4" 0 @ 16" O C. STAGGERED PT 2x10 ...(2j ROWS 0 @ 8" U.C. STAGGERED PT 2x12....(2) ROWS Jn" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6....... ..............(3) 16d COMMON 2x8.... . ... ..(5) 16d COMMON 2x10.. (7) 16d COMMON 2x12..... .... ..... .... .... (9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 20....................... .......(3) Y," x 4-%" LONG #14 WOOD SCREWS PT 2x8.................................(5) '/;' x 4-'/2" LONG #14 WOOD SCREWS PT 2x10........... .......... ......(7) /4" x 4-'/2" LONG #14 WOOD SCREWS PT 2x12 ... .........................(9) Y;' x 4-'/2" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION t• u7 f~ O U) U) w z U) Im w w z z w O J LL z O H Q O a- O U Q w O _J w Q U z 0 O J z U w F— w a X m 0 O Q z O U_ LL U) __j z U w F- w 0- Q CNIUIMETAL CONNECTOR ENGINEERING APEX tds .6 Q true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 01HOMN' J Uj U) Y w z w O U) J w j CIO W X X e— O 0 w H z Abbott Park a LL LOT 047-03-A J U U) 0 LU PROJECT NO: Q 2019.007597 z DRAWN: JMM w a CHKD- EAF 0 O ,``11111111►�,��, LA ♦♦� j�♦ •' C, N S • � �i� J oe •'• \'\ '' V 0 $ 1 6 (A ' — Z STA OF : 41• i O q 10-16&19 (D z REVISIONS: No. Description Date w U) w w J U O ST 3A O —M 0 IN U 0 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: > WOOD STRUCTURAL PANEL — MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT N SHEATHING REQUIREMENTS BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH ON SHEET ST-1. END. TRUSS OR RAFTER TO BOND FOR MISLOCATION 1, <X<1Y" d — 3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. IV BEAM W/ META12 OR W �r I AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d HTA16-18 W/ MIN (7) 1Od x 1'/z" W (1) #5 BAR CONT. IN TRUSS (NOTE: IF META12 MIN 1%2 EXPOSURE 1 PLYWOOD RIM @RAISED FOR MISLOCATION 11�" <X OR HTA16-18 IS IMPROPERLY Ill HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST o INSTALLED, ATTACH TRUSS Q DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F CE g t (1) #4 OR #5 BAR AT CORNERS TO BOND BEAM W/ HTSM20 VERTICALS, ATTACH TO TRUSSES AND N WITH MIN. 25" LAP • OR HTWM20) BLOCKING W/ 10d @ 3" O.C. Z PROPERLY WIND LOAD RATED SOFFIT V I I I MOISTURE MATERIAL CONTINUOUS @ PERIMETER. % HBARRIER BY IX ° SEE DESIGN CRITERIA AND LOADS: C&C TRUSS TO TOP PLATE MOISTURE BARRIER C OTHERS DESIGN PRESSURES ON SHEET ST-1. W/ H2.5T OR RT7AT, BETWEEN MASONRY AND OR SDWC15600 NON -PT LUMBER BY OTHERS PROPERLY WIND LOAD RATED _ I TRUSS OR RAFTER TO BOND BEAM W/ o vo UNO ON PLAN SOFFIT MATERIAL (1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x CONTINUOUS @ PERIMETER. CMU BOND I 1Yz" IN TRUSS (NOTE: IF META12 OR 8" CMU BOND BEAM VERT. REINFORCING T SEE TABLE 1: COMPONENT BEAM W/ #5 HTA16-18 IS IMPROPERLY INSTALLED, POURED CELL w #5 BAR CONT HAVE 10" STANDARD AND CLADDING DESIGN CONTINUOUS HOOK INTO BOND BEAM i PRESSURES ON SHEET ST-1. i ATTACH TRUSS TO BOND BEAM W/ FROM BEAM TO FOOTING HTSM20 OR HTWM20) • EVERY OTHER STUD TO TOP PLATE I (1) COURSE CMU BOND I MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM W/ SP2 OR SPT24 OR SDWC15600 - I BEAM W/ #5 CONTINUOUS ' BLOCKING NOT SHOWN FOR CLARITY MAX 32"O.C. AT CORNERS • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. '/z' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR 1/2' WEDGE BOLT W/ MIN 4'/z" 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 a J LO N z 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) 113 WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: ALTERNATE WALL SECTIONS & TYPICAL DETAILS 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (LINO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. DIST. FROM DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB MIN. SCREW / WINDOW TO BLOCK LENGTH 'WINDOW TO BLOCK LENGTH OR 11/4' PER MANUF. 3' 5" 11/2 31/„ 3 �S --- --5—_ 115/ 6 3 3/4 " 3 :�4,: 6„ — 2 %q 3 3/4 TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH. • (2) ROWS %" DIA. @ 30" O.C. STAGGERED • (2) ROWS %6' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO —� 1x- PER MANUFACTURER'S DETAILS L, DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED Y:') 1x PT NAILER BUILT UP 2x_ATTACHED TO MASONRY, (1) PLY 1x- OR �6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORIWINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) ti Nr I` 'Z vJ U) W U) m W W z Z W 0 LL O I- a O Q Q.' O J LL Q U z (D O J O z 2 U W x W CI x 00 0 Uj O W U) _o F- F- LL Q W 0 .J O z TZ W I-- x Ill 1L Q APEX ,0�^.�*" tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 w LU U) (n W ow J Q U) d,> w E 0 U IM a) LU X ti x z O 0 W H Z Abbott Park a LOT 047-03-A W J Q U W PROJECT NO: 2019.007597 z DRAWN. JMM LLLI CHKD, L- EAF O LO 0 W ` U • No 51 6 W • U) Z_ '.� STATE OF .' 4/ 10-16-�1019 O z REVISIONS: i i No. Description Date cn Q W H O ST=5 z O 0 CMU/METAL CONNECTOR ENGINEERING lk r MOISTURE BARRIEF BY OTHERS ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA tE BARRIER IRS Y LINTEL 4 TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) ABOVE F.F.E.F.F. TOP OF GARAGE DOOR F.I1 ABOVE F.F.E. - ABOVE F F F.F.E. 2'-9" ABOVE F.F.E. rOF OPENING 2x6x12 PT CENTER BUCK 4 �= 48' DIA. ANCHOR 2x4 PT TOP BUCK -- 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) �" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 Y2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 Yz" x 0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB F.F.E. GARAGE DOOR JAMB DETAIL BOND BEAM - REINFORCEMENT (SEE WALL SECTION) 0 w FILL SOLID TO BOND BEAM x U cn • w w cn 1 \ -7-1 J 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 LINTE�. SEE PLAN. 8U8 BOND BEAM REINFORCEMENT w" (SEE WALL SECTION) 01 w FILL SOLID TO BOND BEAM U w LU LINTEL REINFORCEMENT v _ J 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. i TYPICAL PRE -CAST LINTEL OPTIONS I TRUSSES NEEDING BRACING LATERAL BRACING - MULTIPLE TRUSSES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 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. =6" MAX �' MAX I _L6" MAX T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SCAB BRACE FASTENED TO WEB W/ 10d AT 6" O.C. IF (2) BRACES ARE REQUIRED, APPLY (1) BRACE T" MAX T6" MAX 6' MAX TO EACH FACE OF WEB. TOP OF WALL SEE P CONTINUOUS LATERAL RESTRAINT WEB\ L BRACE SUBSTITUTE WEB MEMBER SIZE _ SPECIFIED CLR _ ALTERNATE BRACING -- - -- - TOR L SCAB j 2x4 I� 1 ROW —r2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4" 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4' — - 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6•\ SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM I __j L��f L � I I I I I I I I L.: 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 \- \�7 \_7 \ GARAGE SHEAR PIER ti O LO Z c U) APEX 0) W Z_ v CO Ck Ck Z) m w zzz Z_ Z tds W .Q ¢ true design studios N 0 0 -j 9000 REGENCY SQUARE BLVD. N U_ SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p ¢ 0 N 11HOMN' U � _< + 0 J LL ¢ 0 _Z N 0 Z U W H LU12- J - w ¢ V, x Uj Cn W m w z W/� z 0 w a - LU LU I>J ♦�/^� QQ VJ z �. > W LU 0 d' J CL � W X LL r W U) X 0 o 0 w Z = W U z Z LU Abbott Park a W----- LL LOT 047-03-A _ w U U) 0 w PROJECT NO: I"- 2019.007597 z - - 0 DRAWN: co JMM "w CHKD: LL EAF 0 0 O LO (O Uj .` G N,3 cr••� �00 ¢ 8 16 • : uvj • • _ • • r V : f` Z :•� : STA OF w w NM - lot %I00 10-19Y0,19 Z REVISIONS: No. Description Date -- -- w W w U ( I 01 CMUIMETAL CONNECTOR ENGINEERING J a E if n i 464 It