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HomeMy WebLinkAbout8265 Wheat Stone Dr)ocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB U:1_1711LlNJI►`1-01- 1 ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS A501 DETAILS A502 DETAILS - IF APPLICABLE STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS DR HORTON A4DI3 DELRAY ELEVATION A ABBOTT PARK, LOT 038=03 ELECTRICAL 1 st Floor 2034 SF 2034 SF UNCONDITIONED AREA Garage 459 SF Ent 28 SF j Lanai 218 SF 1I 705 SF Grand total 12739 SF — li E C3 O > O O APEX co 0 CD co J LL -w w J tds J N � .> u e 3e,>g sty.€dies Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 co o O � W �_S ' cn U) .� 0 �� � � A'x a`�0a Via?, a ry Q Q C3 z w w iY O O O O ti ct ti a c w co W Q— w 0/ z J z w m Lu O U)w 0 w w Q z > o w w 0 o ® Jww w O x ILLLL O Z i- O < ow O I - a z O a U- Q w ABBOTT PARK Q O U J (n U- LOT 038-03 0 Q w U Q z_ z Q PROJECT NO W O 0 1 2021.006628 w z DRAWN: ----- O U KME o CHKD: � JAC xCL Q Q x U Q m z 0 W 4 z O w U) :E O Q z z 3� to Q _O 05-17-2021 0 w U REVISIONS: IL Q No. Description Date -- w (n J -- - Q � U C� U) O I- JO O Z Z U w x w 0000 0- Q L � :)ocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB Footer Re -Bar (sized _ according to foundation plan) °_mac G °° #4 awg CU bare w/ 10' stubbed dl outside of slab at service o location. Connect to Tooter steel Lo w/ (2) ground clamps 5' apart 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 OR #12 COPPER TO APPLIANCES AND GFI I - - 200 AMP TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER UNDGND #8 COPPER TO RANGE SERV. BY 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 2017 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL- KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES EXTERIOR ELEVATION GENERAL NOTES GENERAL NOTES _ • INSTALL ROOF VENTING PER MFR WRITTEN 0 INSTRUCTIONS PER FBC R806 • FRONT ELEVATIONS BANDING, MOLDING, • ALL CONSTRUCTION SHALL MEET THE LATEST O COLUMNS AND TRIM SHALL RECEIVE A SAND EDITION OF CODES ADOPTED BY THE LOCAL FINISH. SEE ELEVATION FOR DEPTH OR RAISED GOVERNING AGENCIES Op • ALL OVERHANG DIMENSIONS ARE TO EDGE OF 0RAFTER. REFERENCE WALL SECTIONS/DETAILS BANDING APES FOR ALL OVERHANGS NOT DIMENSIONED. • PER FBC R302.5 NO OPENINGS FROM A PRIVATE • SIDE AND REAR ELEVATIONS BANDING AROUND GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING N 0 WINDOWS AND DOORS MAY BE OPTIONAL PER O 0) • ALL UNDERLAYMENT MUST BE INSTALLED IN COMMUNITY SPECS - SEE COMMUNITY AREAS, ALL OPENINGS SHALL HAVE SOLID WOOD, � '5<' COMPLIANCE WITH FBC R905.1.1 SPECIFICATIONS OR CONSULT THE INSULATED STEEL OR 20 MIN. FIRE RATED DOORS rn N CONSTRUCTION MANAGER. ALL BANDING SHALL NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED t6 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT RECEIVE A SAND FINISH WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE OUT IN ROOF SHEATHING PER MFR WRITTEN GARAGE OR PENETRATING THE WALL OR CEILING INSTRUCTIONS • ROOF COVERING SEE COMMUNITY SEPARATING THE GARAGE AND DWELLING SHALL BE N SPECIFICATIONS OR CONSULT THE I c� CONSTRUCTION MANAGER. SEE STRUCTURAL CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH J SHEETS FOR SHEATHING REQUIREMENTS MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR ILL Z OTHER APPROVED MATERIAL AND SHALL HAVE NOtds -6 • FLASHING SHALL BE INSTALLED AT WALL AND OPENINGS INTO THE GARAGE w ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN • PER FBC TABLE R-302.6 GARAGE SHALL BE true ; sin studios ROOF SLOPE OR DIRECTION, AND AROUND ROOF SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ Z OPENINGS MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE U) • WINDOW PAN FLASHING SHALL BE IN WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE U 9000 REGENCY SQUARE BLVD. ACCORDANCE WITH FBC R703.4 SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE Q SUITE 100, JACKSONVILLE, FL 32211 "X" GYP BOARD, WHERE THE SEPARATION IS A —� p • WALL HEIGHTS VERIFY ALL BEARING WALL FLOOR -CEILING ASSEMBLY. ANY STRUCTURE t0 HEIGHTS WITH FINAL TRUSS LAYOUTS SUPPORTING THE ASSEMBLY SHALL BE PROTECTED O W/ MIN 1/2'' GYP BOARD • LATH PER FBC R703.7.1, LATH AND LATH W ATTACHMENTS SHALL BE OF • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED ROOF VENT CALCULATION CORROSION -RESISTANT MATERIALS. EXPANDED �U-H*HO90N* a) FORMULA: FINISHED FLOOR OR GRADE SHALL HAVE GUARDS ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 > r§ a 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, OPEN SIDES OF STAIRS WITH A TOTAL RISE OF OF CEILING SPACED NOT MORE THAN 6 INCHES (152 MM), OR MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE m� 144 SQ. IN. = 1 SQ. FT. AS OTHERWISE APPROVED W BLDG. CEILING (SF) x 144 -BLDG (SQ. IN.) ' I SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT � BLDG. (SO. IN.) / 300 = SQ. IN. OF VENT REQUIRED • PLASTER PER R703.7.2, PLASTERING WITH MEASURED VERTICALLY FROM THE NOSING OF THE TREADS r SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50 0 PORTLAND CEMENT PLASTER SHALL BE NOT LESS AT LOW. THAN THREE COATS WHERE APPLIED OVER METAL W LATH OR WIRE LATH AND SHALL BE NOT LESS • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN o THAN TWO COATS WHERE APPLIED OVER SIDES OF STAIRWAYS, RAISED FLOOR AREAS, N PER FBC SECTION R806.2: 40 /o MIN, BUT NOT MORE i THAN 50% OF VENTILATION MUST BE PROVIDED BY MASONRY, CONCRETE, PRESSURE -PRESERVATIVE BALCONIES AND PORCHES SHALL HAVE I Z VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW TREATED WOOD OR DECAY -RESISTANT WOOD AS INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES w THE RIDGE OR HIGHEST POINT OF THE SPACE SPECIFIED IN SECTION R317.1 OR GYPSUM WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" ' (D BACKING. IF THE PLASTER SURFACE IS LU COMPLETELY COVERED BY VENEER OR OTHER OR MORE IN DIAMETER BASIS OF CALCULATION. ("OR EQUAL" ACCEPTABLE) FACING MATERIAL OR IS COMPLETELY O CONCEALED, PLASTER APPLICATION NEED BE • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES O (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) ONLY TWO COATS, PROVIDED THE TOTAL OR FENCES CONTAINING OR FACING HOT TUBS, rn PER LINEAL FT THICKNESS IS AS SET FORTH IN TABLE R702.1(1). SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, ON WOOD -FRAME CONSTRUCTION WITH AN ti (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR L0 W/ 9.19 SQ IN (NFVA) PER LINEAL FT PLASTER SHALL BE APPLIED TO COVER, BUT NOT SWIMMING POOLS WHERE THE BOTTOM EXPOSED ti EXTEND BELOW, LATH, PAPER AND SCREED. THE EDGE OF THE GLAZING IS LESS THAN 60 INCHES CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL PROPORTION OF AGGREGATE TO CEMENTITIOUS MEASURED VERTICALLY ABOVE ANY STANDING OR Z NOT INCLUDE NON -VENTED FIRE RATED SOFFIT MATERIALS SHALL BE AS SET FORTH IN TABLE WALKING SURFACE, SHALL BE CONSIDERED A I I Uj LOCATED LESS THAN 5' FROM PROPERTY LINE R702.1(3) HAZARDOUS LOCATION, G.C. TO VERIFY IF rA ^/ HOMEOWNER SELECTS ANY OF THESE ITEMS W L.L • WEEP SCREED PER R703.7.2.1 A MINIMUM Z 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET LISTED. IF ANY OF THESE ITEMS LISTED IS U J Z W GAGE), CORROSION -RESISTANT WEEP SCREED OR INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS D O PLASTIC WEEP SCREED, WITH A MINIMUM TO BE TEMPERED mUj VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE • PER FBC R312.2, PROVIDE WINDOW FALL w Q FOUNDATION PLATE LINE ON EXTERIOR STUD PROTECTION IN ACCORDANCE WITH R312.2.1 AND WALLS IN ACCORDANCE WITH ASTM C926. THE PROT .2 Z O WEEP SCREED SHALL BE PLACED NOT LESS THANR312(D > 0 Q 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES ZM ' ' 1 (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR w Y■� L1J LU TYPE THAT WILL ALLOW TRAPPED WATER TO Q C.J. =RECOMMENDED MASONRY CONTROL JOINT DRAIN TO THE EXTERIOR OF THE BUILDING. THE --- • WEATHER -RESISTANT BARRIER SHALL LAP THE W LOCATION ~ ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL o X COVER AND TERMINATE ON THE ATTACHMENT J FLANGE OF THE WEEP SCREED • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW LL LL AND DOOR FLASHING, TAPING AND SEALANTS TO BE Z Z WATER -RESISTIVE BARRIERS PER R703.7.3, INSTALLED PER BUILDER PROVIDED O O WATER -RESISTIVE BARRIERS SHALL BE INSTALLED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS I— AS REQUIRED IN SECTION R703.2 AND, WHERE Q 0 APPLIED OVER WOOD -BASED SHEATHING, SHALL w w INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE • ALL FINISH DETAILS & TYPICAL PLAN NOTES O Z BARRIER WITH A PERFORMANCE AT LEAST PROVIDED BY BUILDER IN ACCORDANCE WITH 0 EQUIVALENT TO TWO LAYERS OF GRADE D PAPER, TYPICAL BUILDER SPECIFICATIONS O w THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER LL • PROVIDES A SEPARATE CONTINUOUS PLANE AND REFER TO STRUCTURAL ENGINEERING DRAWINGS Q FOR ALL EXTERIOR ANY FLASHING (INSTALLED IN ACCORDANCE WITH OR WALL STUD SPECIES, SIZES AND Q J LLI SECTION R703.4) INTENDED TO DRAIN TO THE SPACING ABBOTT PARK Q WATER -RESISTIVE BARRIER IS DIRECTED O U BETWEEN THE LAYERS _j u- LOT 038-03 0 Q w U Z Z C� U) PROJECT NO W 2021.006628 LL O 0 O � Z DRAWN: o U KME ILL! U-) CHKD, x w LLw w 4 a U x U) m Z o Q Z � o 0 w CO 2 U Q Z Z 3: W Q p 05-17-2021 p i= w U REVISIONS: UJI U_ - - 1- Q No. Description Date W W _ Q � U U - W O 0O O _ 0 U 0 w x W AOOO a Q _ I _ )ocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1 EB E FLOOR PLAN KEY NOTES M N bo ERIFY AC COND LOCATION W/ SITE PLAN cn N w L_ uj W = CO% cn o N . L� 0 m N 60 M N w 1 y ►I I 17'-8" 5'-8" 5'-10 1 /2" 5-3 1 /2" 11'4" 2'-8" 2 V-6" 31'-10" 1 V-4" 26-10" I I E I I I I VERIFY AC COND LOCATION W/ SITE PLAN 3010 FX TEMP 3052 SH TEMP EGRESS HB 8' - 0" H.H. 8' - 0" H.H. 1S&1R _ _ _ _ 9'-4" CLG -- x c0 - �i WICJD � 127 04 9'-4" CLG 36"x6011 120 101..___�:a 21068 21068 I `° o \> 00 BEDROOM 4 BEDROOM 1 �' , 0 9'-4" CLG 1611 9'-4" CLG / BATH 1 2106 9'-4" CLG I u, WH 160� GARAGE rn WIC ----�--� 9'-4" CLG - - 9'-4" CLG � in I I o v v O O I LO I N ------------------- 1S&1R I I I I x I 2106 i N c� I LHU 3' 2" L--J 21'-0" - / N M 00 81/2" MECH o L-- 16 I33 9 CLG 21o6s LAUNDRY-- N 28 z, 4'-10" 12'-2" 8'-2" 9'-4" CLG o= 0 E o 0 9'-4" CLG 162 _ C) ! 811 I 8'-8" M w OX� -- 101' I I ROOM GREAT o � 9'-4" CLG ` N 105 - 1 N 00 iv { I — I I 1 ! ! 6-101, 81, 6141, 8,11 79'-2"' _ 10, I v I l o E F� N a Ln M d u7 �� 0 - C FOYER �� iv I ENTRY I 9-4 CLG ° - o _ - a0 _ 00 1'-1" �. �7­', 9'-4" CLG v v o 00 12'-4" T-5" 4 -3" 2' 2' 13'-611 3'_0" 4'-6' N 6'-0" 51 0ll oe OUTDOOR I I LIVING 102', 105 9'-4" CLG I -zo - I N N W -1 co 1081 �_ v 00 0 N 9'-4" CLG 00 o N-- _ ui ! { `4 — — — — — — I 668 21068 166 0 Zo I I 101 o00 I p I� I - N N m — _=0Ln DINING 3 SHS 3 SHS _ ± 9-a CLG 130 142 w 1 2-g 2`4" BEDROOM 3 BATH 2 BEDROOM 2 - 0° bo ! I o o I 9'-4" CLG 9'-4" CLG 9'-4" CLG C° E0� !II N °0 KITCHEN ro :101 v) kI!E 9'-4" CG(9 00 00 _ L? C 1, 00 o2S Ci6 _.._. N CJ _ w I ! t 1 00 1 143 PANTRY = N V)j ^' �I N n 1 — — - 9'-4" CLG m N _ � 00 _ N o o o cyn _ 180� --140-- O ----� 3SHS ih 123 M M I I 2020 FX 2020 FX 2020 FX 3052 SH TEMP EGRESS 8' - 0" H.H. HB 8' - 0" H.H. 8' - 0" H.H. 8' - 0" H.H. 2'-8" 3'-6" S-4" 25'-2" 25'-2" 1'-4" 8'-0" 21'-2" 6-0"11'-2" 2'-4 1 /2" 6-3 1 /2" 1011 2'-4" 1 V-8" ev 9'-4" �0.1 59'-101, 10" 70'-0" 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" e (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 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at8-8 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. S-0'/4' 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER E''. 0 U O o APEX c M a m N N N co J � u_ W tds J true riesign sty dios a) Z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 p 0 o Z3 W cy H MON' a)11HO W �. w Q a C'J 0 UQ) Z W (D W 0� 0 0 0 rn ti L ti O ' C!) Z LJ.J 11' U) (/J W J z w m LLJ 0 U) W QW _Z < 0 0 > Z Q Q W W W W —12 0 W LL1 O ILL X Z Q O 0 w wW Z O a U U- Q W ABBOTT PARK Q O U U) Q LOT 038-03 0 z rz^•, V C� U) O PROJECT NO w -1 2021.006628 O U- DRAWN: O U KME o IW,_ CHKD L7 JAC co d J X U U) m Z W Z Q � O CW G 'U)'n V Q Z Z :) Q O 05-17-2021 p H W U REVISIONS: U Q No. Description Date W � J C� m O H - Z Z -- O 2 0 U Lu X A110 W a. Q :)cuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB 12 5 1st LEVEL BRG _ 1st LEVEL BRG 1 LEVEL FIFEst 1st LEVEL FIFE ------------- — - RIGHT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1 DECO DRAIN TILES A200 1 1/2" = V-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT VENT PROP PROP Area HIGH LOW # RATIO HIGH LINEAL FT LOW 2738 SF 657 inz 657 inZ 4 �44 576 160 1470.4 ;.Q_Y P .a; A,BLE END) ROOF PLAN 1/8" = V-0" WHEN PRINTED ON 22"x34" LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG 9' - 4" - - _ - - - - - El 12 5 1st LEVEL FF 220 REAR ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" 1st LEVEL _BRG� - — — 9 4° 1st LEVEL FFE 0o, — ,� BUILDING HEIGHT- ----------------------------------------------------- 1T-117/8" - — i 1 A200 LOO 221 1st LEVEL BRG gDOJ- ---- _4---- 18"x62" 263 ❑Nil 1st_LEVEL_FFE---------- I----------------------------------------- �_ o„ FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"x34" —3068 w/ 3010 TRANSOM ABV ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 112" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 719' (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD I N ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 _ FIBER CEMENT LAP SIDING 224 FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 7(TRI M - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1 " PROJ U.N.O- 261 - CV BAND - SIZE AS NOTED - 2" PROD U.N.O. 262 - 1'k TRI M - 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 DRAI N TI LES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. € OF LIGHT TO BE (r4Y' A_F.F. U.N.O. HEIGHT tABV GRADES _ BUILDING HEIGHT (AFF� - - - - - - 18' - 7 7/8" 17' 11 7/8" 12 5 \ -201 E O ca O O 0 N APEX t} O tll rn N co W _J tds true design studioq J � Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 va -7) 0 o � O LLJ U) HOMN' o p � � W �.. Q 0 U U Z W (D W w O O O rn ti It ti O Q Co z w U Q_ W z - z w m Lu O u) w 0 w W Z_ CD > Q Q W m w o ® J W 2 w O X z T- `- O z 0 Q 0 0r w O 1-- 0- z O a- U IL Q w ABBOTT PARK Q O U J (n w LOT 038-03 0 Q w U Q z_ z C� c/) O PROJECT NO w J 2021.006628 0 w O Z O DRAWN: U KME o wCHKD: U-) JAC x W W a Q U) U) � U m z_ 0 W Q Z O w � Q z Z (>7 Q O_ 05-17-2021 p I- w U REVISIONS: Q No. Description Date W - Q >- U O Oz Z = O U 0 w I- x w A200 a- Q )ocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS CONCRETE TILE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD OF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS 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) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS �8" THICK STUCCO FINISH - TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) VARIES (RE: 12 ELEVATION) F_ tie" 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 Al10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA TYP ONE-STORY WALL SECTION VARIES (RE: �OOF PLAN) �I SCALE: 1" = 1'-0" VARIES (RE: 12 ELEVATION) F r — 1 st LEVEL TOB rbVARIES 14-11 (RE: ELEV) INSULATION PER CODE tie" 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 Al 10/A120) FOR WINDOW SIZE. RE- WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA .. BRD OVER 4 ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING Ellk I STRIPSO.C.• 10, TOP & BOT OF BLOCK WALL Z ° � a _ Qo a MAIN FIN FLR 0'-0" .. INSTALL VAPOR BARRIER IN ACCORDANCE WITH —ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) 1 TYP ONE-STORY WALL SECTION A400 SCALE: 1" = 1'-0" E'' o O'. O 0 N y O' CR C APEX o � rn x CL N t6 N M L L J L J z tds O truss design studios j (n Y U 9000 REGENCY SQUARE BLVD. q� o SUITE 100, JACKSONVILLE, FL 32211 c C)6 r- p LLJ a aaaa� C y. o � J fl-H-HOMON' Uj C U z w 0 0 w 0 0 0 rl- 14" LO I- O z (n U w z w W m w w w z (D z G w O 0 IY O LL w LNU OLL L.L.. Q Q o OLLI 0- W O - U X - a z O O LL LLI a z U z a LL 0 w O -- Q J U O Cn z o = PROJECT NO w U Uj w a IX DRAWN: UI w DVO a CHKD: w TSD w O m 0 � w U) z — w O Q w Q(n z O (n z D 3: O a � o U U_ U a (D U) z REVISIONS: < O No. Description _ Date C,O w z U) _ w U 2 wLU ~ W _ Q a U a u) O A400 O 0 DocuSign Envelope ID. 2879FFE4-64D74056-8E51-057CBF46E1EB Z_ 5 LO 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 ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. O 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 UNDEiRbAY i SHINGLE ROOFING DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX 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 ROOF/WALL SCREED 5x5 WALL FLASHING \ u� w� 0 Zw KICK -OUT �h FLASHING \ (SEE DETAIL) WATER TIGHT (BEND OR SOL FASCIA WRAP NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING 'yip.. 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 INSTALLATII 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 i / I � % / - 7- l 2x SUB-BAND\W/1/2"X? NOTCH @ END, WRAPPED IN PEEL & STICK 1 DRIP EDGE r �/8" 38"TEXTURED I FINISH @ WOOD158'\TEXTURED II 1 1/8" �Fv • FINISH @ CMU METAL FASC)A WRAP FROM FROM \ STUCCOI,j FROM WOOD WALL \ If EXTERIOR WALL ,(,FRAME OR CMU) \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ ROOF DECK (BEYOND) \ / � nom rnr�r nrr mini i ( ELEVATION PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 Y2"x4" NOTCH @ ENE METAL WRAP FASCIA 2x6 SUB B/ DRIP EDGE EXTERIOR WALL (FRAME OR CMU) WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 8„ STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK -ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL WALL WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK 'ROOF CEMENT @ ROOF EDGE OMITTED FOR '-LARITY kIL WALL W1 KICK -OUT SUB BAND DETAIL @ WALL SCALE: N.T.S. 1. C:) 0 C:)U CV y L U IT I PEXI. O C' i X CV t4 m M J IL w Q _I J Z tds O t _,�o design Studios Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c C:) uj c— O W z3 tY o U41HOMON' F 0 U7 Q lf U Z LLI 0) W' C:) CD O LID U) U) W Z W W Z) m 0. W W Z V) �^ Z w Q 0 � 0 O W 'I_ W Z O < a w � O U X Q � Z O OJ o ILL W F- Q Z U Z_ W ILL. (D W O Q J U O Z In PROJECT NO W U H W Q I-_ - - - - Z'n IX DRAWN V a, DVO U) Q CHKD Q Q TSD ILL 0 m � O 0 U-) W U) Z — W O -' Q W U QU) Z 0 U) Z O I— 0� _) LL U) Q Z > - - REVISIONS: - _ < No.-1 o Description Date O - -- W Z W _ W = C) - W X - Q W O W � Q � O A500 z 0 Q DocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB v 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS A FLANGE CASING G 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) VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. 12" GYP BIRD OVER J I PRE -SHAPED STUCCO BAND 1 x2 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) q8" 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 CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING at 7"O.C.) ;MU 1/2" (MIN) STUCCO FINISH FEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ 48" STUCCO FINISH (RE: STRUCTURAL) YZ" GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) WOOD BLOCKIN SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 112" = 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. 6" SELF -ADHERING d / FLASHING GALV'D METAL — "T' FLASHING DO NOT CAULK OR SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT �.i STUCCO CASING BEAD r SIDING TO STUCCO FRAME TO BLOCK SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 4e' BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD GYP BIRD OVER 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: 1 1/2" = 1'-0" ELECTRIC ME - FIELD VERIFY LOCATION AREA TO RECL, v 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 "Z' FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. " GYP BIRD OVER — 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHE (RE:STR INISH COATING OVER PRIMED HREE COAT STUCCO FINISH e" NOM) OVER GALV MTL LATH VER 15# FELT OVER APPROVED DUSEWRAP WD SHEATHING — (RE: STRUCT) ASTEN TO WD STRUCTURAL IEMBER at 7" O.C. MAX TO 4," MID -WALL JEEP SCREED z a 1 Nam¢ WIDE STRIP SELF ADHESIVE -LASHING, CLEAN MASONRY BEFORE APPLYING /2" (MIN) STUCCO FINISH 'EXTURED PER COMMUNITY >PECIFCATIONS DNE (1) 3 ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP OVER NAILING FLANGE v 'f^ MTL DRIP FLASHING W/ -_ HEMMED EDGE SET IN CONT BEAD OF SEALANT Ir . TRIM (RE: ELEVATION) EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT BEAD OF SEALANT VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS STUCCO SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) SCALE: N.T.S. v. CMU LINTEL (RE: STRUCTURAL) DOOR HEAD at CMU CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gMpApSLOYNNRGY�BEFORE METALI DOOR FRAME EXTERIOR SCALE: 1 1/2" = 1'-0" 12" GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) _ PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR DOOR JAMB at CMU CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) `- CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR FLUID APPLIED gqFMASONRY BEFORE LLpY FLASHING (CLEAN METALI DOOR FRAME EXTERIOR SCALE: 1 1/2" = 1'-0" E O p O U N >; L0 U � 4 C APEX O U O N i X � Q N N M J LL W J � Z tds O true design studios U) Y U Q 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 o p W H � u) J OffiIH019ON' N e"A LL a Qa\� � U } -C U Z W w O O O t` LO I` U) U) W U) Z W w w W W Z Iw (J, Z w O Q � Q o LJJ J LL Nw OLL LL Q Q 0 w O w w O X U = Q Z O 0 W H LL Q Z U Z a_ U_ w O -- Q J U O U) Z 0 2 PROJECT NO w U W Q I-_ - - Z X DRAWN a DVO Q CHKD w Q TSD LL O m 0 o w Z w O J Q W U 5 U) Q U) Z 0 C/) Z o Q U � LL Q 0 U)_Z REVISIONS: < Q O No Description Date o O - - w Z w U w w X - - - Q w U d co Q � O A501 O 0 )ocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB VERIFY AC COND LOCATION W/ SITE PLAN 1st LEVEL ELECTRICAL 1/4" = V-0" WHEN PRINTED ON 22"x34" PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A PANEL. SERVICE: 120/240V, 10-3W MOUNTING: SURFACE DESCRIPTIONTYPEI''t�LIS LOAD BRIE CIRCUIT NOR i PHASE CIRCUIT NO. ' BRK POLES LOAD LOAD WATER HEATER F 2 30 1 A 2 20 1 R APPLIANCE GFI 3 B 4 20 1 R APPLIANCE GFI SYS. 1 CONDENSING UNIT M 2 30 5 A 6 20 1 L,R GREAT ROOM 7 B 8 20 1 L,R DINING SYS. 1 AHU M 2 20 9 A 10 20 1 L,R BED 2 11 B 12 20 1 L,R BED 3 DRYER F 2 30 13 A 14 20 1 L,R BED 4 15 B 16 20 1 L,R OWNERS OVEN/RANGE F 2 40 17 A 18 20 1 L,R GARAGE/EXTERIOR 19 B 20 20 1 - SPARE REFRIGERATOR F 1 20 21 A 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 B 24 20 1 - SPARE DISHWASHER/DISPOSAL F 1 20 25 A 26 20 1 - SPARE MICROWAVE/HOOD F 1 20 27 B 28 20 1 - SPARE LAUNDRY R 1 20 29 A 30 1 20 1 - SPARE PLAN ELECTRICAL LOAD CALCULATIONS LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAND FACTOR FINAL LOAD (VA) GENERAL LIGHTING (3 VA/FT2) 6102 - - SMALL APPLIANCE 1500 - - SMALL APPLIANCE 1500 - - LAUNDRY CIRCUIT 1500 - - DISHWASHER 1500 - - WASTE DISPOSAL 800 - - WATER HEATER 4500 - - OVEN/RANGE 14900 - - MICROWAVE/HOOD 1000 - - GARAGE DOOR OPENER 600 DRYER 5400 - - GENERAL LOAD 10000 100% 10000 GENERAL LOAD 29302 40% 11720.8 HEATING/AC (2.5 TONS + 3 kW) 6438 100% 6438 TOTALS 45740 - 28159 120/24OVSERVICE/FEEDER LOAD (A) 117 MAIN BREAKER (A) 200 VERIFY AC COND LOCATION W/ SITE PLAN ELECTRICAL LEGEND SINGLE POLE SWITCH 6) DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME GARAGE DOOR 4-WAY SWITCH BUTTON GARAGE DOOR DIMMER SWITCH OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET GFI 6 DUPLEX OUTLET CEILING OUTLET 6 -- AFCI DUPLEX OUTLET — -... - - - FLR FLOOR OUTLET ® SMOKE DETECTOR 6B --- _ - --- JUNCTION BOX ® CARBON MONOXIDE & © CARBON MONOXIDE DETECTOR SMOKE DETECTOR A TELEVISION OUTLET NETWORK OUTLET PANEL SERVICE PANEL PH TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL Q WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE c� 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 FLUSH MOUNT LIGHT 41 1 KEYLESS LIGHT _�>HANGING HANGING LIGHT _ MINIATURE PUCK HANGING PENDANT PNDT LIGHT MINI LIGHT \ LED FLUSH MOUNT RECESSED EYEBALL Y DISC LIGHT LIGHT FLUORESCENT LIGHT FLUORESCENT LIGHT ®FIR RECTANGULAR ROUND PRE -WIRE FOR CEILING FAN( CLG FAN ' ROUGH -IN ' PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN %\ LIGHT ROUGH -IN O O N N 00 O O) N N M J LL w J J z O Y U 0 O w co 0 J m w 0 U) z w W O O O rn ti V ti z U) 07 w z_ m w w CD z w O J LL z O F- ¢ O a O U 0 O J LL C) z } C� O J O z _ U w I- x w ¢ x ¢ } m 0 z O w Q z U) O F- i= U LL U) 0 J O z 2 U w I- x w w APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 RHOHOTN' Q U) DC a w J O � LU � Q o > o m w � w w QLL ABBOTT PARK LOT 038-03 PROJECT NO. 2021.006628 DRAWN KME CHKD JBB 05-17-2021 REVISIONS: [N.1 Description Date El 00 I 24 0 ti X z O 0 w H z a LL w J U U) 0 w z CD U) w 0 LL O 0 O L0 w J U U) U) CD z_ 0 U) z ¢ 0 w U) w 2 I— w J U U) I- O z O 0 )ocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS KIr)TGC I A I _ I TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2, 3, 4 LEGEND Building Code Florida Building and Residential Codes , 71h Edition (2020) Code for Design Loads ANSI/ASCE 7-16 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 7-16, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY..................................0 BUILDING CATEGORY.....................................II 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 .................................. 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 V UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ................... LL / 480 TL/240 WOOD I JOISTS ............................................... TL MAX '/2" ILL /360 BEAMS'. ............. _ ............................................ TL/ 240 _J1 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 1 - 50 ft2 +27.17 -29.59 +27.17 -35.47 L051 - 100 ft2 +25.52 -27.94 +25.52 -32.17 1 - 200 ft2 +24.25 -26.67 +24.25 -29.64 SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301.2 (7) 4.0 F 1ST FLOOR TYP) END ZONE DESIGNATION p z STUCCO AND DIRECTLY MIN'%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR 6/16" 24/16 w = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ X Q (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w Lu J 0 z U �- ALL OTHER VENEER 15 �� MIN /32 32l16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL J (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) x C� am TILE AND METAL ROOF MIN'%2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND oces 6" O.C. IN THE FIELD LL 0 w � MIN'/,fi' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 m O SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" 0� U)z 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 %" 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 " 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 1V32" CATEGORY, USE RSRS-03 NAILS. 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 REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW 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 /6 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 WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1V32" 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. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 417 PRESSURE TREATED LUMBER DIAMETER LENGTH 8d COMMON 0.131" 2-'/2" RSRS-01 0.113" 2 3/s" RSRS-03 0.131" 2-'/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/V 16d SINKER 0.148" 3-'/," 16d COMMON 0.162" 3-'/2" 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. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 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 CODE APPROVED PROVISIONS FOR PREVENTION OF SUBTERRANEAN TERMITES. 9, STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS, CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. 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. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. 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. 5. 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. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON I SIMPSON FASTENERS MITEK USP FASTENERS 8 /< X 1 /2 SIDS SCREWS 1 " (8)%" x 1 /2 WS15-GC DTT2Z IN STUD'/2" 0 X 4'/z" WOOD SCREWS IN STUD (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 0 x 4'Y2" EMBED EPDXY SCREW ANCHOR OR SCREW ANCHOR (18)0.162"x2'/z"IN (18)0.162"x2'/2"IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (NOTE 2) �8" 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 4a" 0 x 6" EMBED ANCHOR IN CONCRETE IN CONCRETE (20)%" x 3" SIDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 38" 0 x 12" EMBED 7/8" 0 x 12" EMBED ANCHOR IN CONCRETE ANCHOR IN CONCRETE (7) 10d x 1 ''/2" IN TRUSS (7) 10d x 1 '/2" IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN GROUTED BLOCK WALL GROUTED BLOCK WALL (8) 10d x 1 '/2" IN TRUSS META20 1 4" WET EMBED IN GROUTED BLOCK WALL (9) 10d x 1 ''/2" IN TRUSS HTA20-18 4" WET EMBED IN GROUTED BLOCK WALL ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS NOTE 6 § " x 7" EMBED EPDXY a 0 4 " 0 x 7" EMBED EPDXY a (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 %" 0 x 7" EMBED EPDXY PAU66 %" 0 x 7" EMBED EPDXY (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE DOOR RETURNS) DOOR RETURNS) HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN HUC210-2 BEAM HD210-21F BEAM HUC212-2 I HEADER (4)Y4 ' x 1 '/2" SDS SCREW IN TRUSS/RAFTER HGA10KT (4)�/," x 3" SIDS SCREWS IN TOP PLATE (4) SIDS 'W x 1 '/2" SCREWS HGAM10KI-IN TRUSS/RAFTER (4)'/4' x 2%" TITEN SCREWS IN MASONRY HD212-21F I HEADER (4) %" x 1'h" WS15 SCREWS IN TRUSS/ RAFTER HGA10 (4) '/," x 3" WS3 SCREWS IN TOP PLATE (4)'/4' x 1'/2" WS15 SCREWS IN TRUSS/ RAFTER HGAM10KT (4)'/4' x 13/," WEDGE BOLT OR EQUIVALENT IN MASONRY SIMPSON SIMPSON MITEK USP FASTENERS FASTENERS (9) 10d COMMON (9) 10d CS18 EACH END CS20 COMMON EACH END MTS12 (7) 10d x 1 '/2" 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) '/," x 2 W TITEN (5) '/4' x 2 'W TAPCON IN SCREWS IN MASONRY MASONRY (11)10dx1'/2"IN (11)10dx1%"IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER (11) 10d x 1 %" IN (11) 10d x 1 '/2" IN STUD STUD (12) 10d x 1 '/2" IN (8) 10d x 1'/2" IN HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER 12 IN ( ) 10dx1 /2 (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'Y2" IN TOP PLATE TOP PLATE (16) 10d COMMON TO TRUSS/RAFTER TRUSS/RAFTER LGT2 � (7) /, 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) SIDS '/<" x 2 '/2" (12) WS25 '/," x 2 '/2" IN TRUSS IN TRUSS SDWC14500, SDWC15600 NO USP EQUIVALENT NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2'/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES %" 0 x 2 3/4' TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 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. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EACH WAY EW - OSB WSP ORIENTED STRAND BOARD WOOD STRUCTURAL PANEL O CN �® SOUTHERN YELLOW PINE APEX SYP SPF SPRUCE -PINE -FUR N : U CONT CONTINUOUS 00 O.C. ON CENTER C) LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/" WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/," BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2" WIDE, LINO. j SYS 42 PROPERLY RATED OPEN WEB HEADER M INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS LL td W s INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J -6 N1/2"BOTTOM PLATE ANCHORAGE IS '" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR > rug: design studio:� � SW SPECIFICATIONS) z O STRUCTURAL WOOD BEAM C0 - STUD COLUMN KEYNOTE U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 0 O NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS C 2 2 STUDS U) w 2 ANCHOR t- TO MATCH WALL FRAMING SIZE AND GRADE, UNO Wa�o�a� ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN ~ W 0 ROOM BOTTOM OF STUD COLUMN CONNECTION 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 0 > A 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL J ', e ."`1?. \kf 4616 °''ate COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. m W ` >: g If "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN �°��� , � NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE cl� Q HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD U) >_ N 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD C ) 1 DT12Z KING/JACK GROUP BOTTOM CONNECTION W z 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD W GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLD DOWN S/STRAPS AT BASE OF KING/JACK GROUP O O NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING L HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY I` LOADED CONDITIONS ABOVE b #2 SYP HEADER FRAMING KEYNOTE z W (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING W NUMBER OF JACK STUDS EACH SIDE OF OPENING z J Z W DEPTH OF LOAD -BEARING #2 SYP HEADER LLJ O cn NUMBER OF PLIES IN HEADER m ENGINEERED LUMBER HEADER FRAMING KEYNOTE W Q w NUMBER OF KING STUDS EACH SIDE OF OPENING z Q O NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 > Q Q HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) w Uj 0 W DEPTH OF LOAD -BEARING EWP HEADER Q Q _l �i NUMBER OF PLIES IN HEADER (1 3/," WIDE UNO) W 7 HEADER FRAMING i X 1. ALL HEADER JACK AND KING STU IDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. O z 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 0 EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. Q 0 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. if W 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS O Z 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 0- z 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O IW CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. U LL 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: 0 J • SDWC15600 @ MAX 32" O C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 0Y ABBOTT PARK Q • SPH w/ (12) 10d x 1 '/2" @ 16" O.0 OR - • DSP w/ (14) 10d x 1-'/2" @ 16" O.C. OR LL LOT 038-03 0 • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 '/2" (OR EQUAL APPROVED BY EOR). Q W 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. - F- U Q z z FRAMING NOTES PROJECT NO 0 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. 0 2021.006628 ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN 0 ILL 0 A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). z DRawN ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S = KME SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 0 O 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET' LU CHKD U') SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. MJP W 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W TABLE 2304.10.1 0-1 J 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. Q Q 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X 0 UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q 011111►►►►►►1 (n SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) `�.� (tN LA U) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. ­• G'E N ' � 0 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. m ` •'•� SF z 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 0 ` W No 85166 Q THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD j = * l-ooyuSigned by: •• * = Q OW . •' LTT� � 3 �1 OiD EF4 ` 0 z "'SS'O N A 0 05-17-2021 p i= w U REVISIONS: _ Q No. Description Date ~ w � J 0 0 -- - z 2 0 U 0 w H X w STm1 w Q CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB 3'-0" ,. VERIFY AC COND 4 LOCATION W/ SITE PLAN SIM 9" CURB T-2.D o - - - - - - - - - - - - - - - - - - - - - - - - - - •-I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - oD C?- M I I N I C)I I I r; I - - - 4 5 T-2.D I■ I ■ N S-0" '-0 I 1 1 T-2.D i i I T-2.D VERIFY AC COND LOCATION W/ ■ I 29'-6, I 5'-0" 14'-0" SITE PLAN 11 1 0� 4 I I T-2.D v - - 1 1 — - T-2.D 1 I 4-71/2" 4'-6" 2'-1" 11'-5" I 2'-41/2" 9 1/2" 20'-81/2" ,' I I I - ■ 1 1 - - — r T-2.D 41, A UNDER DOOR L- - - - - - - - - - - 1 ■ ■ ■ 1 T-2.D - I I 1 1 1 1/2" ■ i T-2.D 1 1 4 T-2.D 5 T-2.D 1■ _- 1 1 Iz 1 1 I I — — — — — — — — — — — ! - - J■ ■ ip N 1 ■ v ■ °° 1 ry ` 1 U)O � I I I I I 6-4 6 5' 0. 1 I 1 0 0 LL 1 1 OPT C?I A - o0 v 1 1WQ i v 1 U (D r r�-4 I A 1 T-2.D -1 - - 1 1 in L - - - - - - - - - - - - - ' 6 OPT 1 T-2. D 011 `r �- ``'' ■ ■ I� -I - - - - - - - -15'-11"- - - 2-6' - 7� Z` I I 1 ■ I 1 L..... ql 011 I- 04 'jc I ■ I- I I I - - 1 I - o0 II 1 I o °' I I N I 1 I _ I■ I 1 MI I N1 I I ■1 T-2.D 1 5/2" _� _ 14'-3" - I- B I H I I— 1 - - - _ CD ■ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-4" 8'-0„ I 59'-10" 0 , 70'-0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" 2020 V1.0 GENERAL FOUNDATION NOTES: 11 • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2 THICK AND p HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. O • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS N LO ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O • 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 N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. ch • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J ILL INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. LLl • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-21D. Z O U) FOUNDATION KEYNOTES: DC1 Q NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -� Z O U) FOUNDATION KEYNOTES: DC1 Q NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -� 8"x8" DEEP THICKENED 1 12" DEEP FTG UNDER BOX �p A EDGE w/ (1) #4 CONT B CI COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN H C 16"SQx12" DEEP FTG n 24"SQx20" DEEP FTG Z) - w/ (3) #4 EW W E 30"SQx20" DEEP FTG 36"SQx20" DEEP FTG w/ (4) #4 EW F _w/ (4) #4 EW m 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP W G-' w/ (5) #4 EW, T&B [:H] AS SHOWN, SEE MASONRY (Y- NOTES ON ST-1 Q 1 1 1/2" SLAB EXTENSION a AT FULL ROUGH cn OPENING WIDTH } �9 V Z W (D W C) C) "`NOTE TO CONTRACTOR— DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET ti r; BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. ON W Z_ U) m W W Z Z W O J LL Z O a O Q O LL Q Z bLc O 7 O 7 U o �\ S� W x r\ , W �' 7 X m W Z 7 Z O W Z eSgN O H J LLL U) O SANITARY ISOMETRIC ° J O 2 U W H X W n. Q CMU/METAL CONNECTOR ENGINEERING J tds L2 true design studios >� 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 - UIHOIRON' Q U) oC a w ry � o � ULI � Q o W 0 0 J W W � X x aLLz O 0 LLI IZ LL W ABBOTT PARK Q U LOT 038-03 0 W - Q Z 0 U) PROJECT NO W 0 2021.006628 IL - - - - - - O DRAWN: KME o 11) CHKD. MJP c/) ,`/11►1111111114 c/) � �5-� 1N LA/v�, �,� c/) �� �••�\�•E•NSF•.9 ��'. Z No 85166 Q CDofuSigned by: T � _F 1D EF43j•.�� (n 0. "5�0 N A�- E �.�` �111111111111 Q 05-17-2021 0 W REVISIONS: Lu No. Description Date ~ W J Q U - - - - - cn — O O 0 ST=2 )ocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB EXISTING EXTERIOR CMU I� IH MIN. 3" EDGE DISTANCE El STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ p ° D — —D p — ° (2) ROWS OF 3/g' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER D ° ° FLUSH w/ 3000psi CONCRETE. D I D EXISTING FOUNDATION. D ° ° D D \ \ ° D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES b OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL _ TO BOTTOM OF WINDOWSILL WHERE NEEDED F; MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. TAPCONS / J�_ OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. p D EXISTING FOUNDATION D ° � I \ D \ • D I 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. LOCATE AND TIE INTO STEMW REINFORCEMENT IN LAST REI STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH U-0" A.F.F. SEE ARCH �a a (MAX 20" DEEPd O C d ) \\ \\ \\ ° `-a -- 'V��VV��AA/VA a a ° 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH — O d d 4 /, \ VAPOR BARRIER 3 BEARING WALL FOOTING SECTION 1 AM JiL /1lIAITIAII IOUS BAR AS 'LAP AS SHOWN 90 DEGREE L- CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" 1 INTO MONOLITHIC THICKENED EDGE 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4 OR #5 REINFORCING PER d . MONOLITHIC FOOTING ° SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE ALL FOOTING NFORCEMENT CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. Y W _ co of o VAPOR BARRIER LU,o X #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C.\/\\ 4 TO 5 COURSES: 48" O.C. o I ° °. t, L� o FOOTING TO BEAR ON FIRM \\\ \\%�\ �- - ADDITIONAL #4 OR //,. i #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT N OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 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_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > U-BLOCK W/ v J (1)#4OR#5 Q w CONT WW U) ul- FINISH O GRADE Q #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 - ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE 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. #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 - ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE 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. VARIES PER 36" MAX ARCH PLANS 12" MIN 3'/2" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90' BEND @ 48" O.C. ✓APOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION ' b IN BRICK LOCATIONS ON FND PLAN 1 U2NDER 11 STORY WALL W/ (2) ADDITIONAL NO. 4 OR NO. 5 I#4 OR (2) #5 CONT BAR IN BRICK LEDGE L �'i 16" UNDER 2 STORY WALL W/ (3) I#4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" Q, 0 0 o N r_j__"q10 ALL OTHER EXTERIOR WALL CLADDING - MIN 8", U.N.O. ON ARCH O w p \//\! o � � � VAPOR BARRIER ��\\\\ \/� p 12 M I N\/\/\/\/\/\� N 00 -� U FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN r- N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J �, BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/tds LL (2) #5 OR (3) #4 CONTINUOUS J -6 z design studios � MONOLITHIC FOOTING SECTION 1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Y U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211cn FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q PER S-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. O O CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W � FIBERMESHnaunumv ~ V W Q 3 BEARING WALL FOOTING SECTION z W CD CONCRETE SLAB W/ 6x6 ry W W1.4 x W1.4 WWF OR � FIBERMESH p U-0" A.F.F. � ` SEE ARCH d - DETAILS d d O may. \` r G 4 - \ � >= / 8" MIN O Q 0 \, Z W 8"x8" THICKENED 8" U) FTG AT STEP-DOWN, SEE VAPOR BARRIER W PLAN z z W 4 '� CURB STEP SECTION m LLI O w Irf W Q r W f ' 8" UNDER MASONRY WALL i Z CONCRETE SLAB W/ I--�--I 6" UNDER WOOD WALL Z U Q Q 6x6 W1.4 x W1.4 WWF I _ I W L� 0 OR FIBERMESH VARIES d SEE ARCH ¢ I W (MAX 16") LI J - - W �x\�/\//` \ \/ /\/\\/\\LL LL �- \ d / 12" MIN.\/\/\/\ Z /VA ' VVAiVAA/V���/�A�/VAS/VAS/VAA Q Z VAPOR BARRIER \// a a < 0 6" OPT. EXTENSION IN BRICK Q (-- LOCATIONS ON FND PLAN CL Z Orf 12" UNDER 1 STORY WALL w/ Q d (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ 0 W (2) #5 OR (3) #4 CONTINUOUS ABBOTT PARK —' O 0 5 _GARAGE EXT WALL CURB SECTION co CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 038-03 0 FOLLOWING OCCUR: w • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" b Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY U` PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n PROJECT NO LLI CONCRETE SLAB W/ 6x6 O 2021.006628 W1.4 x W1.4 WWF OR Q Li- FIBERMESH Z O DRAWN: 0'-0" A.F.F. SEE ARCH = KME a ° DEEP) 0„ Uj Up a 4 ° a CHKD. %w\jAv MJP a • d 4" EXTENSION x 0 UNDER BRICK VENEER �•�`��'1N 1 co Lq ���'�. (n 12" UNDER 1 STORY WALLE•j� •N,�'4 w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `� .•"�� S'�'•,• �' Z 00 No 85166 Q 16" UNDER 2 STORY WALL #4 OR (2) #5 CONT Z * ' DTSigned by: •• BEARING CURB STEP SECTION O =�•'• �aTF (�E '•�= Q/1 LLI 3F46/1DRC UEF43J'[�i z ��'�S�0NA1-���`% 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' - --- - -- - - HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS O_ 05-17-2021 p F- W U REVISIONS: LL - Q No. Description Date ~ U) J (D _- _ - U) JO O Z Z = O U 0 W I- x W ST=2mD W CMUIMETAL CONNECTOR ENGINEERING -- - -i - --- - 1 1 II 1 i 1 . I 1 i I L I DocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB 20 In . :I Ring 5'-4" 4'-8" T-0" 1.1'-4" 1, 8'-0" 11 4'-5" T-5" 6'-8" 6-8" 6'-8" 5-0" (, 6'-8" 6'-8" 6'-8" T-0" I, 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 00 00 b 00 0 GENERAL MASONRY NOTES DC1 ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. j 8U LINTELS MAY BE FILLED OR UNFILLED Z) U o - > O N • N CD AM'\ U 8F LINTELS SHALL BE FILLED. N O LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. U? APEX o DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. N SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE rn Q � tti SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND m NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN LPL INDICATES GROUT FILLED CELL WITH NO REINFORCING LLI h � J NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM true design studios a)30" LAP REQUIRED. TYP AS SHOWN Z O 0 (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM (n 30" LAP REQUIRED, TYP AS SHOWN U 9000 REGENCY SQUARE BLVD. OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Q SUITE 100, JACKSONVILLE, FL 32211 O NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, c HEIGHT OF DOWEL = HEIGHT OF COLUMN LLI FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -- o _ 6"HORION (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. � \J� f t ` me` 2• SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN W LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <, ON DETAIL SHEET. U, 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: } a)A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS U BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. z B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH W FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 0 W 4. HIGH UPLIFT CONNECTION: iY e FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. C) • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL)LO FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 t` OR (2) SDWC15450 @ MAX 16" O.C. O V J e TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z 5. FASTEN EACH BEAM TO MASONRY W/ META12 c) Uj U) LLM LLI z J z � U W m W O w w Q z w m w o LLJ LLJ ti o X ILL LL z z O O H Q 0 w w a z rY E O a U H w ABBOTT PARK Q O �U Q LOT 038-03 0 z z c� O PROJECT NO w 1 2021.006628 O _ w - = DRAWN: — - - -— O LINTEL SCHEDULE U KME o w CHKD: LINTEL NO. j CLEAR SPAN j LINTEL DESCRIPTION COMMENTS X MJP U) — - -- W W L-1 16'-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 3'-0" 8 U 8 L-3 2'-0" 8U8 L-4 6'-0" 8'-0" 9'-0" 8F-16 8F-16 8F-16 8080 SGD/ REAR PORCH REAR PORCH L-5 L-6 L-7 1 V-8" 8F-16 REAR PORCH L-8 4'-8" 8F-12 4'-8" 8F-16 FRONT PORCH (ELEV A) FRONT PORCH (ELEV B,E,F). ~L-9 W Q J U X Q ,���►i: n �tttt LAN/, � m ••�\ Sic'• z_ W z ` - No 85166 Q - —*' '*= Do &gned by: = Of i O••. CT3F91D1i'(;bEF43$4o W 'r • U) D :: tl � O 05-17-2021 0 1= w v REVISIONS: U_ E- No. Description Date W cn Q - - U) O � O O U - z W H X W ST=3 n CMUIMETAL CONNECTOR ENGINEERING )ocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1 EB TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES 1st LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER I� U 0 1 cyi rn 0 N • 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 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE LUMBER SIZE SPACING 2x6 2x8 2x10 2x12 12" 15-5" 19'-11" 23'-9" 26-0" 16" 13'-4" 17'-3" 20'-7" 22'-0" 24" 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_ �J -_ _ 2x4 2x6 2x8 2x10 12 - 12'-5" - 19'-6" 25'-8" 26-0" 16" 11'-3" 1 T-8" 23'-4" 26-0" 24" 9'-10" 15-6" 20'-1" 23'-11" 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. -rVDi(-Al mr_:Aowr2 w nr-v • 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 FRAMING WITH WOOD SCREWS, 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" Q @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4" 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 2x6...................................(3) '/<" x 4-'/z" LONG #14 WOOD SCREWS PT 2x8. . . .... ........................... (5) '/4' x 4 '/2" LONG #14 WOOD SCREWS PT 2x10....... .......................... (7)''/4' x 4 %" LONG #14 WOOD SCREWS 1 PT 2x12.................................(9) ''Y4' 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) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. STAGGERED • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 O O N LO N O 4 O O N N M J LL w J J Z O Y U a O O w f— U) J m w a L7 U Z w w Of O 0 0 rn r u7 ti Z cn U) w U) m Of w (D w c) 0 LL Z O H a O 11 O U a 0 O LL a U Z } O J O Z 2 U w X w w a X m 0 Z O w a Z O i= U LIL U) E A —0 A'kM69A�L tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 aC/) � Qw J z w W o cn a o m w � � w J W w � � Q LL ABBOTT PARK LOT 038-03 PROJECT NO. 2021.006628 DRAWN: KME CHKD MJP '1' 41* o o No 85166 7. ••CDouSigned by: = T3F46/1DAC;OEF43J. [�i�` % rrin 05-17-2021 REVISIONS: No. Description Date I i 0 r X Z O 0 w F— Z w LL w J U U) 0 w H Z U) w 0 LL O 0 0 LO U) w J a U U) U) Z_ ♦0 U) Z Q 0 w w w J a U U) 0 O 0 CMU/METAL CONNECTOR ENGINEERING¢ ST=3A )ocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB TRUSS TO TOP PLATE, MOISTURE BARRIER UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS .•P►01ral:11:4i. ' TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 Y2" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE I , ARCHITECTURAL) _ PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1. \\_(1) COURSE CMU BOND BEAM W/#5 CONTINUOUS 7 WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. BOTTOM PLT ANCHOR '/2' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR Y2" 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 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 30" 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) TYF ROOF -TO' CONNEC 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. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 12" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN 1 FOR MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY -CORNERS 'CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS 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. (1)#E STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH 3/4' OR 11/4' PER MANUF. 3" 5" 11/2, 3 �4' 37 s 51, 115/16 3 3/4 3 3/4" 6" 2 %4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS '/4' DIA. @ 30" O.C. STAGGERED • (2) ROWS 3/6' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED '/<") 1x_ PT NAILER BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY 1 x_ OR �6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O U O O O APES co N CD 4 r N co i J U_ W tds J J-6 a)trut', design studios Z O U) 9000 REGENCY SQUARE BLVD. (V Q SUITE 100, JACKSONVILLE, FL 32211 r!, p': OI Chi W r` F— w, wi IHOUMN' zi J°' `� p A...,: �y:z \ LU Q - W U Z W 0 W ir O O O O ti d' o Q � Z 1i1 W < W w 0. W J z w ULI O cn m w w Q w Q z 3 > Q Q w w 0 Q J W W w ti OJ �' X LL LL Z Z O O a 0 Iz w O I ­_a z o U LL W ABBOTT PARK Q O U J U) "- LOT 038-03 0 Q w U Q Z Z CD U) OPROJECT NO w -j 2021.006628 0 O U_ Z O DRAWN: U KME o CHKD: MJP U) x U) w W � U Q♦��„� cn co`�. .��G•E IVS�.'9 •� Z W No 85166 Z Q = Do Signed by: ET AT, �, U) 44/ v Q O R �• �j�` �� Z_ U)-.1s r0 i i Air,` Q O 05-17-2021 0 1= W U REVISIONS: Q No. Description —ate W co J z z = O U � w H X W ST=5 d Q CMUIMETAL CONNECTOR ENGINEERING I I )ocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1 EB UPLIFT CONNECTION PE TYPICAL WALL SECTION .L e MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER PLAN. SEE TABLE 2; SHEET ST-1 (PORCH { CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE -,- SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) \ ROOF DECK PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1 %" 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFry RCEMENT PER TRUSS ENGINEERING NG NEERING / HGAM10) 2021 V1.0 MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/2' (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) 8'-1" ABOVE F.F.E. 1ri11i19 GARAGE DOOR Y 6-1" ABOVE F.F.E. -- 4'-9" ABOVE OIL F.F. E. 2'-9" ABOVE F. F. E. 0'-9" ABOVE F.F.E. TOP OF CURB F.F.E. J 2x6x12 PT -- CENTER BUCK DIA. ANCHOR 2x4 PT TOP BUCK (LOF OPENING 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) �," DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/2" x �16" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. u 2 PRE -CAST LINTEL PER PLAN FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN - - - MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM TOP OF WALL I I I I I I I I II I II I I II I I I I I I I I I I I I I I I I I I I I PRECAST LINTEL SEE I I I SEE PLAN PLAN j I EXTEND REINFORCING TO — END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS L - -- SHOWN. I I MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 I VERT. BAR ADJACENT TO I I I GARAGE DOOR OPENINGS. I I NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER I I l NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED l CELL EXTENDING FROM FOOTING l TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND l AT BOTTOM. II II I CONCRETE FOUNDATION WORK TOP OF FINISH PER PLAN FLOOR SLAB I I /7/ I i I I I I ! I /I I \ I I I I I i GARAGE SHEAR PIER TRUSSES NEEDING BRACING O U O O O APEX 0 0000 a)) d' �c 0 O i tTS N N M _j d LL W J J N 5; true design studios Z O U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 O_ 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). C) 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY O CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. c 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS W NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS ARE.5. 11HORION, DESIGNED PER BCSII--63NMOSTI31CURRENTONG EDITION.) tU 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 TO EACH FACE OF WEB. - BOND BEAM REINFORCEMENT J (SEE WALL SECTION) o w FILL SOLID TO BOND BEAM UI -. w U) r 8 F - #— DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 0 41 00 CONTINUOUS LATERAL RESTRAINT WEB w < BRACE SUBSTITUTE WEB MEMBER [SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB 2x4 1 ROW 2x4 (1)2x4 .Q N 2x4 2 ROWS 2x6 (2)2x4' U Z 2x6 1 ROW 2x4 (1)2x6 W 2x6 2 ROWS 2x6 (2)2x4' (D 2x8 1 ROW 2x6 (1)2x8 W 2x8 2 ROWS 2x6 (2)2x6' O O SINGLE TRUSS BRACING ti 1. INDIVIDUAL WEB BRACING � MAYBE USED WHEN CONTINUOUS LATERAL f� RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. O co 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 3. INDIVIDUAL WEB BRACING MATERIAL (n TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. W 8 F-# BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR ° UNFILLED 8U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 z J Z Lu m Lu O co � 0 W W z z Q Q LLI m Lu o � J LuLLI LLJ Lu O _1 X LL z Z O z BOND BEAM Q Q REINFORCEMENT Lu (SEE WALL SECTION) O w a z . FILL SOLID TO BOND BEAM O LL LIJ Lu �J Q w 70 LINTEL REINFORCEMENT J ABBOTT PARK Q ° O ° LL LOT 038-03 0 8 F -1 - #�--DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND U Z NO LESS THAN 1 BEYOND Z Ur BEARING AT EACH END } U U) GROUT FILLED LINTEL ASSEMBLY O PROJECT NO w 8" PRECAST LINTEL. SEE PLAN. O 2021.006628 0 ILL 8F-1 —# = DRAWN O U KME o �CHKD MJP cn W w Q U co; J•.��G•ENs�'9 '� Z w No 85166 Q Z Do Signed by: CTATj U 11EF43$. Z ♦♦♦�O N A` E ..%NN �S Q O_ 05-17-2021 p W U REVISIONS: TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description � Date ~ 0- Q 0 - - -- U) O I— O z Z O = o U w w t ST=6 CMUIMETAL CONNECTOR ENGINEERING I 1