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HomeMy WebLinkAbout7923 Wheat Stone DrRp ■�IlA 199E-°!P 1111 ` ill 111 0'1, [ 11 1_ ILM 1 Ill • r' i I V; i s1 _ 116 1 1 11111r, 11 it,. _ 1 '1 1 wr Y ! 11 'r " I )ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F // DRAWING INDEX ARCHITECTURAL SHEET NO. ISHEET 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 A4DB DELRAY ELEVATION B Abbott Park,, LOT 010m03 ELECTRICAL SHEET NO. 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: 2020 FL BUILDING CODE - FUEL GAS: 2020 FL BUILDING CODE - PLUMBING: 2020 NATIONAL ELECTRIC CODE: 2017 FL BUILDING CODE - MECHANICAL: 2020 FL FIRE PREVENTION CODE: 2020 FL BUILDING CODE - ENERGY CONSERVATION: 2020 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS VOLUMES CONDITIONED AREA 1st Floor 18982 CIF 1st Floor 2034`SF _ Grand total 118982 CIF 2034 SF UNCONDITIONED AREA I Garage 459 SF Entry 28 SF Lanai 218 SF _ 705 S F Grand total 12739 SF AND ORC➢li�;� ^,�', REN%1F1,,1! 0AT-E-- Ijt� i Cl F-Y _ l..X PLAN ,��IJifv�R O O N N APEX co 4 CD N M J U- W J tds J 5; true design studios Z O Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 • I! H m W a 0 z w C� w ry O 0 0 m r` u7 ti O a U) Z w w Z J z � w m LLJ 0 U) Ir ILL! p ILL! Z < 0 z > o w w 0 J w w � Li - a LL 0 Q O n 0 U a 0 Abbott Park O J U- LOT 010-03 Q U Z OPROJECT NO: JO 2021.003505 z DRAWN: = LDG U w CHKD: ~ JAC X w d Q Q m Z 3. O w Q Z O_ 03-23-2021 v REVISIONS: -- Q No. Description Date AE V O J Z 2 w 1— X w 0000 IZ Q 0 w X Z O w Z a rL w J Q U U) 0 w Q Z CD U) w 0 w O 0 O LO W J Q U U) U) CD Z_ 0 U) z W U) W 2 W J Q U) z 0 :)ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F 1 1 1 li 1 I L— - I 1 11 I I R 1wIRI' Footer Re -Bar (sized according to foundation plan) • ffi \ e . •°a.l #4 awg CU bare w/ 10' stubbed outside of slab at service I location. Connect to footer steel in w/ (2) ground clamps 5' apart LIFER 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 200 AMP TYPICAL ELECTRICAL PANEL UNDGND SERV. BY POWER CO. #12 COPPER TO APPLIANCES AND GFI #14 COPPER TO LIGHTS AND OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #6 COPPER TO HVAC N.T.S. CI #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ABBREVIATIONS LEGEND ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE ABV ABOVE AC AIR CONDITIONER • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V AFF ABOVE FINISHED FLOOR BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AHU AIR HANDLER UNIT AFCI PROTECTION BLK BLOCK CABS CABINETS • CARBON MONOXIDE PROTECTION PER FLORIDA CLG CEILING STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' CHR CHAIR RAIL OF EVERY SLEEPING ROOM COFF COFFERED COL COLUMN • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. COND CONDENSER CRN CROWN MOULDING • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V CVAC CENTRAL VACUUM SYSTEM RECEPTACLES INSTALLED OUTDOORS MUST BE DBL DOUBLE DIAG DIAGONAL GFCI-PROTECTED DR DOOR DRY DRYER • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V DW DISHWASHER RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN EB EYEBROW NON -DWELLING OCCUPANCIES-i.e. OUTDOOR FL FLOOR LINE (MAT. CHANGE) SUMMER KITCHENS RECEPTACLES) MUST BE FLR FLOOR GFCI-PROTECTED FP FIREPLACE FXD FIXED • PER NEC SECTION 406.8(B)(1) 15A & 20A FXT FIXTURE RECEPTACLES IN A WET LOCATION MUST BE WITHIN GLS GLASS AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN HB HOSE BIB ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING KS KNEE SPACE RECEPTACLES SHALL BE LISTED AS WEATHER LAV LAVATORY RESISTANT LT LAUNDRY TUB MRBL MARBLE • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL MC MEDICINE CABINET 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS MIR MIRROR TAMPER -RESISTANT MTL METAL OH OVERHEAD • PER NEC SECTION 800.156 NO LESS THAN ONE OPNG OPENING COMMUNICATION OUTLET SHALL BE INSTALLED OPT OPTIONAL WITHIN EACH DWELLING UNIT R & S CLOTHES ROD and SHELF REF REFRIGERATOR • PER NEC SECTION R314.3 AND R315.1 SMOKE SD SOAP DISH DETECTORS TO BE INSTALLED INSIDE EACH SDLTS SIDE LIGHTS SLEEPING AREA SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED SHWR SHOWER IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO TB TOWEL BAR INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR TPH TOILET PAPER HOLDER APPROVED EQUAL T&S TUB and SHOWER TEMP TEMPERED • PROVIDE GAS DROPS AS PER COMMUNITY ONLY TR TRANSOM VOL VOLUME WC WATER CLOSET • JUNCTION BOX AT WATER HEATER, RANGE AND/OR WD WOOD DRYER TO BE 220V IN NON GAS COMMUNITIES, AND WH WATER HEATER 110V IN COMMUNITIES THAT HAVE GAS OPTIONS WNCT WAINSCOT PROVIDE APPROPRIATE RECEPTACLE PER WS WATER SOFTENER APPLIANCE WASH WASHER • 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 ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN T-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • 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 • WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH FBC R703.4 • WALL HEIGHTS VERIFY Al 1_ BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED • PLASTER PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3) • WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • 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 INCLUDE A WATER-RESIStIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS GENERAL NOTES • ALL CONSTRUCTION SHALL MEET 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 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 I 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 j TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING 0 t� O CY O N O APEX M M N N M J LL "J W t S J true design studios Nd) Z O rA U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 o z3 O W W � w CY Cn IIH090Nal+ a) # {� 6a + J a. _ m � Q Q 4- U) U Z w 0 W tY O O O rn ti u7 ti O Q Cn Z W W Z Lu J Z Uj U)O W W U) m LU w QW Z_ 0 > a Z LLJ w CI o � _j w w W ti O X LL U_ Z Z O O Q � W O a Z O ate. U LL Q W � J Abbott Park Q O U J (n U- LOT 010-03 0 Q w U Z Z O �- cn PROJECT NO. w j 2021.003505 0 O LL Z DRAWN: — O = LDG U O wCHKD: U-) 1__ JAC x w w a Q � U X U) Q � 0}0 Z 0 w Z Q ry 0 O ' W Cl) Q Z_ Z ?: rA Q O 03-23-2021 0 � w U REVISIONS: Q No. Description Date w U) J } U O c) O 1— O Z Z O U W H X w AOOO Q )ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F ���i��■L����IIYYIOYJiilJl:Ml■WL"1I11111111NIAWLA AIL M"Awl"81— FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) ao co CV VERIFY AC COND iv LOCATION 'co W/ SITE PLAN w oc = W= ----- cn O N L00 CD 180 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 70'-0" 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 at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 Y4" 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"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 O U O O p APEX 0 tt �C a) CL (N N c) zzz _I IL W J tds J-6 N true design studios z O U U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 -7) O_ O O cn c: W w O' (n U11"090NI N 0 m If 11 �� W -... 0 Q C) U Z W (D W O O O ti �t ti O Q U) Z 11 w 10° z J Z OC � O W M UL] V ) m w Q W W Z_ U > 0 Q w LU o Q Q JLU w w O d. W J X LL ILL Z Z O O Q 0 0� w O 1-- a z 0 O U U- Q W � Abbott Park JQ O U J (A w LOT 010-03 0 Q w Z z _ O PROJECT NO: W 1 2021.003505 w O Z DRAWN: = LDG o U o Uj In CHKD: JAC x w w Q U Q } 0 m Z_ W z Q O w � O Q z z (A Q O 03-23-2021 0 I- w U REVISIONS: Q No. Description Date w � J U 0 v� O I- O Z z O = o U W X A110 W Q I I I ' P III )ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F I 1 11 I11 1 1 f 11 II 1 II _ IF IF I IL'IlAllll��l� iIP 111111 I1 i 1 11L '1 11411 +' + '1 1 II I - 1 1 "+ r I! 1 1 1 _!III' II�'1 "1 1 12 5 1st LEVEL BRG _ _ 1st LEVEL BRG _ h 9' Li 1st LEVEL FIFE st LEV EL VEL FIFE_________ RIGHT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT VENT PROP PROP Area HIGH LOW # RATIO HIGH LINEAL FT LOW �2738 SIF 657 in 657 inZ 4 144 576 160 1470.4 %o ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12 4� 5 1st LEVEL BRG _ _V - r; 1st LEVEL FIFE LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG g _ qn - ----------- �1st LEVEL FF o, = o„ — - 12 5 1st- LEVEL BRG ------ -- 9, 4" F7'E - ]L bo LJ REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"04" 1st LEVEL_FFE - - 0- 01, -3068 w/ 3010 TRANSOM ABV 1st LEVEL BRG _ 1st LEVEL FIFE ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE WISTUCCO PARGE COAT 221 - CEMENT PLASTER FINISH -OVER CONCRETE MASONRY SHALL BE 1I2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS- 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 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 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'k 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 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 &4T A_F.F. U.N.©- O O O O O APEX N UI 00 N � �CI O tll! rn tBl co �! J U_ W dz� J N true design studios z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O C) CO) w c: � a cn 0 14090V�4O>� F Q 0 >- a) z W W w O O O O ti ti >= O Q Z Cn in w W 0. z J z w c/) LLJ O co L w Qw Q z 0 cD > Q Q W m w o 0 Q _ w 2 O ix w w ti J x z T— _O z0 O a- z alf O a_ U_ 0 w Abbott Park Q O U J (n U_ LOT 010-03 0 Q w U Q z_ z OPROJECT NO: w -j 2021.003505 0 O IL Z DRAWN: O U LDG o CHKD: LO JAC X w w Q U X C/) Q C/) m Z 0 W Z Q O w 2 10 O Q z z U) Q O 03-23-2021 0 w cn U REVISIONS: Uj ILL r Q No. Description Date w cn J _ Q >- U C� U) O J O O z z 0 2 0 W 1- X W A200 0.. Q )ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F � 1■■I Ifl�■��■IYI IY�II:Y 11� �l�li �l il. �IIY�LI■�Y�1YY�YY�I1411f 0 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 �OOF 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 j NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING VARIES (RE: 12 ELEVATION) ►�%�I INSULATION PER • 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 Al 10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA TYP ONE-STORY WALL SECTION INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD 'k�OF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OITWER 2x6 FASCIA W/ ALUMINUM WRAP i VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VIN ACCESSORIES PER MF WRITTEN SPECIFICATI( §8" THICK STUCCO FINI% TEXTURED PER COMMI SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FRC STRUCTURE)(TYP ALL SCALE: 1" = 1'-0" VARIES (RE: 12 ELEVATION) F 1 St LEVEL TOB rjkVARIES (RE: ELEV) INSULATION PER CODE 12" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE- STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1 x2 TREATED FURRING STRIPS at 24" O.C. MAX 1xTREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" d � INSTALL VAPOR BARRIER —1 i j 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 U N >; L0 r- O APEX rn m x N N M ILL J J z t S O true design studies Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c C)6 0 w J 0sft#H0ff0N' m � w �d U z w Of O O O r` O z W w z w v� ❑ m w w w z (n z 75 w Q O ❑ Q O ILL J W W O LL Q 0 0 O U X = Q z O O ❑ d z z U z a _ w w O J Q J O U z = PROJECT NO: U ❑ W u.1 Q ~ z DRAWN: - UI IX DVO CL U) Q CHKD: Q �a TSD w O m o ❑ � w U) z - � w O J Q w U 2 U) z 0 U) z ❑ 3: O 1= ❑ U Q z >- REVISIONS: Q ,F! J O z U w H X 7ocuSign Envelope ID: CDCDF364-07E8-49F4-8C46-2A49C84D359F �' �� If>�� I11�I11J1111 IIII,� � , ILIW�iid�tlrlYY�tIWIYIrr�W� WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT r SHINGLE ROOFING ROOF CEMENT "L" FLASHING SCALE: N.T.S. O 1. FOLD INWARD at PT. A O 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM FELT U SHINGLE ROOFING DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX x x-,, x x x O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C z2kt�7 ® ®FOLD at 77' WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES ROOF/WALL SCREED 5x5 WALL FLASHING \ CL�il wF 0 ?w a� �AQpF FLASHING (SEE DETAIL) WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) FASCIA WRAP NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS; BLDG PAPER UNDER 'QUICK FLASH" 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 #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 \ -------- - / L 2x SUB-BAND\W/1/2"X? NOTCH 1 @ END, WRAPPED IN PEEL & •� STICK \ DRIP EDGE I 1/8" 78" TEXTURED II \ \ �/ii FINISH @ WOOD�58' TEXTURED FINISH @CMU 1 1/8' \ Fv I • / \ ✓ / METAL FASC)A WRAP\Y8" FROM STUCCOI, FROM WOUD WALL j \ \ j• EXTERIOR WALL \ OR CMU) JFfZAME \ \ \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ ROOF DECK (BEYOND) nCr VUAI 1 ---------------------------------- (A 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) SUB BAND DETAILa.___ WALL WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 8„ STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN '4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK -ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL (d-) WALL CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN '4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SIL CaD. WALL W/ KICK -OUT SCALE: N.T.S. O 0 O LO a � 14 APEX O O V � O i X N N t6 N M J ILL LLI J � J � Z t,ds O true design studios W Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c O 6 T_ O W "C5 (n rry W L Wfrf a 3� Q 0 W U Z 0 W 0-1 0 O ti LO r- U) U)V, w I _ ZUj W :D m 1..` W W Z Z w Q O 0 0 O J U_ w W o LL g o a O X U - 0 � Z O O LJL W Q ~ Z U w Z w LL (� w O -- Q .J O UU) Z TZ PROJECT N0: U 0W w Q DRAWN: V IX w DVO Q CHKD: w TSD w O \ 00 O LO W W W O J Q W U Z (� (q Z O H U_ ILL Q Q Z >_ REVISIONS: Q 0 w U) w F- W J w Q w U Q U) A500 Z O 0 )ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F E O O O U N O � PEX 1q. 0 O N O t. i X 0 N t13 N c'7 J IL Al Z I LU J � J Z t S �O�/� true design studios V♦ Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c O 6 0 w _s 1 co � j DIIHOMN' / \ 1 i I ELECTRIC METER m ELECTRIC METER f — FIELD VERIFY LOCATION w FIELD VERIFY Q 4'' / LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) PRE -FORMED CONTROL ' 5/8" CEMENT PLASTER LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE I METER U) FLASHING CENTERED UNDER } CONTROL JOINT (CLEAN CAVITY TO BE FILLED U �. • ' MASONRY BEFORE APPLYING) WITH RIGID POLYMERIC W +: ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR W > SIMILAR) w / CD APPLY A SILICON BASE O STUCCO FINISH SEALANT AT POINT THAT O % -'7- ' ELEC WIRE PENETRATES 5/8" CEMENT PLASTER / 6" SELF ADHESIVE 'j 12" WIDE SELF-ADHESIVE L ` OVER TOP &SIDES FLASHING CENTERED UNDER / b CONTROL JOINT (CLEAN \ z MASONRY BEFORE APPLYING) \ SELF FLASHING • Z UNIT � � �! -- I - l_ - -- PROVIDE STUCCO U)SCRATCH /n PRE FORMED CONTROL .�. _ f . THAN THE EOLECTRICAT GER Z W JOINT W/ STRIP LATH / PREMANUF. METER CAN OR METER \ DRYER VENT CAP - CAN COMBO OR METER _ / (SET IN CONT. AREA TO RECEIVE CAN AND DISCONNECT m ry 8" CMU i .. SEALANT) STUCCO SCRATCH COAT W SEALANT at TOP &SIDES & 1 COAT OF PAINT W/ IW BACK -ROLL PRIOR TO ELECTRIC METER Z INSTALLATION Z w O Q CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRICAL CONDUIT PENETRATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Ll � W z w O WOOD CONST BEYOND � � w FIBERCEMENT -OR-VINYL LAP d � WOOD SHEATHING' SIDING OVER APPROVED 6" SELF -ADHERING WEATHER RESISTIVE HOUSEWRAP INSTALLED PER O FLASHING BARRIER #1 +. FINISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS U X }; THREE COAT STUCCO FINISH EXTEND HOUSEWRAP r WEATHER RESISTIVE WEATHER RESISTIVE WD SHEATHING } NOM) OVER GALV MTL LATH OVER NAILING FLANGE p OVER 15# FELT OVER APPROVED Z BARRIER #1 a \ BARRIER #2 (RE: STRUCT) HOUSEWRAP WD SHEATHING f 0' O VINYL ANGLED Q\ CASING BEAD WEATHER RESISTIVE \ X: (RE: STRUCT) p (AM66-ANGLED-1250) BARRIER #2 - \ 5/16" X 7 1/4" LAP FASTEN TO WD STRUCTURAL + ILL. w \ SIDING W/ 6 REVEAL'? MEMBER at 7" O.C. MAX - - — r- :`MTL DRIP FLASHING W/ 2 1/2"" I Q � STARTER STRIP 71 " TO § " MID -WALL - BEAD OHEMMEDEDGE D SEALANT T IN CONT # WEEP SCREED U d CORNER BEAD / DO NOT CAULK OR - TRIM (RE: ELEVATION) Z LL 8" CMU -- (FASTENER & 6" SELF -ADHERING . a:. SEAL OPENING _ Z_ a. :: } �' SPACING at 7"O.C.) FLASHING / N � Q EXTEND 12" SELF -ADHERING (� w z o N .. �.: MEMBRANE FLASHING OVER __ J } r GALV D METAL °' GALV'D METAL "Z" j : WINDOW FLANGE SET IN CONT J Q V) LL. = w N "Z" FLASHING FLASHING 6" WIDE STRIP SELF ADHESIVE -�: BEAD OF SEALANT O U W 2 (D w FLASHING, CLEAN MASONRY -- :1 Z U) W > i DO NOT CAULK OR 1 1/4" X 6" SIMULATED - BEFORE APPLYING --- 1 VINYL FLANGE CASING BEAD = PROJECT NO- fl Q SEAL OPENING WOOD TRIM MEMBER INSTALLED PER MFR (� w / 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) Q / STUCCO TEXTURED PER COMMUNITY Z CMU 1 1/4" X 6" SIMULATED :y:: 1/2" (MIN) STUCCO FINISH CASING BEAD "� SPECIFCATIONS IX DRAWN: WOOD TRIM MEMBER a TEXTURED PER COMMUNITY VINYL CASING ,�,� r a DVO — BEAD (AM66-1250) 1/2" MIN STUCCO FINISH ` SPECIFCATIONS 0- (n TEXTURED PER COMMUNITY SEAL GAP W/ CAULKING Q CHKD: Q 1/2" (MIN) TEXTURED SPECIFCATIONS TSD FINISH at MASONRY OR APPROVED SEALANT ILL // SIDING STUCCO CASING BEADLO STUCCO m O RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) Z SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. w SCALE: N.T.S. p Q w U 5 U) Q U) Z 0 U) Z w. CMU WALL WI SELF ADHESIVE -OR- FLUID CMU WALL W/ ~ 1/2" (MIN) STUCCO APPLIED PAN FLASHING (CLEAN FINISH TEXTURED 48" STUCCO FINISH MASONRY BEFORE APPLYING) CMU LINTEL 1/2" (MIN) STUCCO FINISH U , (RE: STRUCTURAL) (RE: STRUCTURAL) (RE: STRUCTURAL) IL PER COMMUNITY - OVER EXTEND UP AT JAMBS (4" MIN) Y�" GYP BIRD OVER 'i" GYP BIRD OVER SPECIFCATIONS tie" GYP BIRD OVER PRE -SHAPED STUCCO BAND" GYP BIRD O PRE -SHAPED STUCCO BAND 1x2 TREATED :1 1x2 TREATED Q 1x2 TREATED W/ SLIP TOP INSTALLED PER 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS FURRING STRIPS to Z FURRING STRIPS MFR WRITTEN SPECS (RE: FURRING STRIPS WRITTEN SPECS (RE: ELEV) PRECAST CONCRETE SILL at CMU WALL (TYP) CONTINUOUS BEAD at CMU WALL (TYP) CONTINUOUS BEAD — FLANGE CASING at CMU WALL (TYP) j ` ELEV) at CMU WALL (TYP) OF SEALANT - OF SEALANT } REVISIONS: BEAD SELF ADHESIVE -OR- FLUID WOOD BLOCKIN SELF ADHESIVE -OR- FLUID " BACKER ROD W/ SEALANT PT 1x4 0 APPLIED FLASHING (CLEAN APPLIED FLASHING (CLEAN a PT 1x4 SELF ADHESIVE -OR- SELF ADHESIVE -OR- O No. Description Date o MASONRY BEFORE APPLYING) MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD FLUID APPLIED PT 2x4 FRAME FLUID APPLIED J W GYP BIRD OVER INSTALLED PER MFR PT 2x4 FRAME ANCHOR FLASHING (CLEAN ANCHOR FLASHING (CLEAN PT 1x WOOD BUCK PT 1x WOOD BUCK � VINYL FLANGE CASING BEAD VINYL FLANGE CASING BEAD 1x2 TREATED WRITTEN SPECS (TYP) SHIM AS NEEDED INSTALLED PER MFRgqMppAppS��OyyNNRGY�BEFORE MASONRY BEFORE Z W SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ ML=TALI DOOR FRAME SHIM AS NEEDED METALI DOOR FRAME U = WRITTEN SPECS (TYP) at CMU WALL (TYP) 48" STUCCO FINISH w 4e" BACKER ROD W/ SEALANT 48' BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR X LU INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR _ w U CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CMU Q o A501 SCALE: N.T.S. SCALE: 1 12" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 %2" = 1'-0" SCALE: 1 ti2" = 1'-0" SCALE: 11/2" = 1'-0" Z 0 )ocuSign Envelope ID: CDC DF364-07 E8-49F4-8C4l3-2A49C84D359F PANEL' PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A • SERVICE: 120/240V, 1 0-3W MOUNTING: SURFACE DESCRIPTION LOAD TYPE POLES ORK CIRCUIT NO PHASE ' GIRCtIIT NO. ERK POLES LOAD TEE DESCRIPTION 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 8 8 20 1 L,R DINING SYS. 1 AHU M 2 20 9 A 10 20 / 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 20 1 - SPARE AN GFI Gfl ��. x 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" AFI ELECTRICAL LOAD CALCULATIONS LOAD DESCRIPTIONCONNECTED LOAD (VA) DEMAND FACTOR FINAL LOAD Aj GENERAL LIGHTING 3 VA/FT2) 6102 - - SMALL APPLIANCE 1500 - - SMALL APPLIANCE 1500 - - LAUNDRY CIRCUIT 1500 - - DISHWASHER 1500 - - WASTE DISPOSAL 800 - - WATER HEATER 4500 - - OVENIRANGE 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 120/24OVS ERVICE/FEE DER LOAD (A) 117 MAIN BREAKER (A) 1 200 VERIFY AC COND LOCATION W/ SITE PLAN ........... _ _..._ ......W ELEC PANEL GFI IRR f j _ .._;... ..... __..... AFI VP AFI �P ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME 4-WAY SWITCH GARAGE DOOR BUTTON - -- - --- - - ______0 DIMMER SWITCH GARAGE DOOR OPENER x 220 VOLT OUTLET GFCI DUPLEX OUTLET I DUPLEX OUTLET CEILING OUTLET CLG A AFCI DUPLEX OUTLET R FLOOR OUTLET OS SMOKE DETECTOR (b JUNCTION BOX JB © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET P SERVICE PANEL PH TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE 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 4- KEYLESS LIGHT FLUSH MOUNT LIGHT - HANGING HANGING LIGHT HANGING PENDANT MINIATURE PUCK PNDT - LIGHT MINI LIGHT DF- LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT �j u FLUORESCENT LIGHT ®FR FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN( PRE -WIRE FOR CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN W/ CEILING FAN �\ LIGHT ROUGH -IN 0 0 APEX N O rn N N M J U_ W tds .__I J > true design studios z O LO Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 0 0 T_ w Ulft"HOHMN' C0 W U z W W 0 0 0 ti L0 O Q Cn z w OCLU m - W J z w m W O try 0-1 W QW z Q O z m > o LILI J w 0 0 w w o z LL z O Q O a O U a 0 Abbott Park O Q LOT 010-03 z OPROJECT NO: JO 2021.003505 DRAWN: U LDG CHKD: JAC x w a Q x Q } m 0 z O W Q z L7 D O 03-23-2021 U REVISIONS: QI No. Description Date O------ O J O z _ U w X El 00 a. Q 0 W x z O 0 w z w w _I 0 0 a U) w I) w O 0 0 ui L) w Q U LD LC (D z_ U) _z Q 0 w LD w _ w Q U U) O z O 0 )ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F ■��■I■�■■1�11"Big hw�=N IMIIUWilA lkIII��■�■■I�■i�l■�11W !■Iyil �W� III I■:II_ Y.1.4i,. ,J ... IV��I �■ Yltli PRODUCT APPROVAL LISTING -LOT SPECIFIC (A GENERAL) - - - - EXPIRATION DATE 2355_R7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 989-R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473„R.-5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10007R_8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10455.RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.R4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10667 -R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860-RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10866-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11468-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11496.-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 104S6.RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10446,,R SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10446, RFC SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13628-RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860�R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 11496.R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872-R4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13975-R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13904.R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 15363.-R3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531xR-5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 15730-R4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 F.1299-R5 KAYCAN LTD. PANEL WALLS SOFFIT 2020FBCR 3/2/2023 FL 32502 PLYGEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 FL15349-R7 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2021 FL17499-R8 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 12/31/2021 FL17880-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2021 FL. 15353.R-5 MI WINDOWS & DOORS WINDOWS MULLIONS 2020 FBCR 12/31/2021 FL17869-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 FL. S678.R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2021 L 14998.R5 Silverline Ext. Doors Gliding Patio Door 2020 FBCR 08/03/2021 FL 15332:R5 MI Windows & Doors Ext. Doors Sliding Glass Door 2020 FBCR 12/31/2024 FL 20461-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2020 FBCR 12/31/2021 FL.10758..R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 10/13/2021 FL27945�1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2021 FL 4103.R:11 TAMKO ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2021 FL 30310-RI IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2020FBCR 8/17/2021 FL 15&R:13 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL10477-R8 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 FL19901-R4 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 F113192-R6 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 FL13223-R5 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 FL13265-R5 James Hardie Building Products, Inc Panel Walls SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 02/03/2021 0 65 0 N U 0 N ap O C O U APEX N cc N co —I U_ W �., _j J_ L z tds -0 o true design studios j Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 ch w a J 11HOMON' m � U z -� m w 0 0 0 rn ti Nr L0 ti z U' J _m Q w z Q Q L9 00 w Z w O O z p z LL w O o a — ~ Of W O a. J W ILL a ¢ z Q 0 O w F O X O z U O o 0 F_ O z J w a ¢ w z J 0 m O 0 J uJ O PROJECT NO: I— z ¢ 2 z U 0 UJ DRAWN: X MJP 0 W CHKD: U_ a NE O x 8101 ¢ 0 LO m — 0 w J W ¢ z U 3 O c� Uj z z � 0 O 1— U) 0 z U ¢ REVISIONS: < W 0 } No. Description Date W O - w O � z W = J U ¢ Uj w o z < A001 0 0 DocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F DESIGN CRITERIA AND LOADS I1IYIIYL'IIe III! TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 I 1=r;l=nln >O Lu OJ N LL Building Code Florida Building and Residential Codes , 7Lh 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 .................................. C 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 E ROOM) LOADING SPECIAL FLOOR (GAM 00 ) O d = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL/240 WOOD I JOISTS ............................................... TL MAX'/z„ LL / 360 BEAMS'.............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED %'- DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 VINYL SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301.2 (7) 1 7 i� L_ I �J �77 jI L_ ------ 1 ST FLOOR (nP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS Mr)TFG rA d p O STUCCO AND DIRECTLY MIN t532" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (7/16,-24/16 _ X ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ Lu ¢ N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w Lu z U ALL OTHER VENEER MIN 1%/ ' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL J CL (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) Y c� rn TILE AND METAL ROOF MIN'%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION m 025 (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND o 6" O.C. IN THE FIELD 0O w � MIN %fi' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 � 0 SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2332" 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 Wl 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN %" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 3" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN t6/32" 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. t632" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE 16" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 1632" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 16/32" 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, 4 PRESSURE TREATED LUMBER DIAMETER LENGTH 8d COMMON 0.131" 2-'/z" RSRS-01 0.113" 2 3/8" RSRS-03 0.131" 2-'/2' 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-Ya" 16d SINKER 0,148" 3-1/4' 16d COMMON 0.162" 3-'/z" 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 SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)%<X 1 '/z' SDS SCREWS (8)%" x 1W WS15-GC DTT2Z IN STUD %" 0 X 4'/z" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/z 0 x 4'/z" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/z"IN (18)0.162"x2'/z"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 Yz" MTW12 (7) 10d x 1 (NOTE 2) 48" 0 x 6" EMBED ANCHOR 48' 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 'Yz" IN (26) 0.162" x 2 'Yz" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) %" 0 x 6" EMBED ANCHOR 48" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)Y," x 3" SIDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP �8' 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7/8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d COMMON IN (7) 10d COMMON IN (7) 10d x 1 Y2" IN TRUSS (7) 10d x 1 %" IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) 'W x 2 W TITEN (5) 'W x 2 W TAPCON IN SCREWS IN MASONRY (11) 10d x 1 %" IN MASONRY (11) 10d x 1 %" IN (8) 10d x 1 '/2" IN TRUSS (9) 10d x 1 %" IN TRUSS META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 1/2" IN (11) 10d x 1 1/2" IN STUD (12) 10d x I %" IN STUD (8)10dx1Yz"IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER NOTE 6 § " x 7" EMBED EPDXY 8 0 4 " x 7" EMBED EPDXY 8 0 ,„ 12 10dx1 /z IN ( ) (4)1/4" x 3 WEDGE BOLT STUD (5) 8d x 1 Yz" IN OR EQUIVALENT IN STUD (5) 8d x 1'/z" IN (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 %" 0 x 7" EMBED EPDXY PAU66 §8 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1 Yz" IN RT7AT (5) 8d x 1'/z" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1'/z" IN TOP PLATE (5) 10d x 1 %" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC481 HEADER HD481 F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1'/z" IN TOP PLATE (5) 10d x V/2' IN TOP PLATE (16) 10d COMMON TO HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) '/;' x 2 Y4' TITEN LUGT2 (5)'0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY (26) 16d SINKER OR EQUIVALENT (28) 16d SINKER IN WALL (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-21F HEADER LGT3 IN WALL FRAMING WALL LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (1 SDS '/," x 2 YZ' (1 (12) WS25 '/," x 2 Yz" (4)%" x 1 Yz" SIDS SCREW (4) ''/," x 1 %," WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SIDS SCREWS HGA10 () %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SIDS W x 1 W SCREWS (4) 'W x 1'/2" WS15 SCREWS HGAM10KT IN TRUSS/RAFTER ''/4 ' HGAM10KT Y4 TRUSS/ RAFTER (4) /, x 1 /, WEDGE BOLT (4) x 2%" TITEN SCREWS IN MASONRY OR EQUIVALENT IN MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2'/z" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES W 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF W 0 x 1 1/," TITENS ILO 16d. 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 L7 OSB ORIENTED STRAND BOARD N O WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE APEX SPF SPRUCE -PINE -FUR N r_ CONT CONTINUOUS 0 N O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER. 1 3/," WIDE, LINO. 01 O (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 %" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/," WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/z" WIDE. UNO. (N SYS 42 PROPERLY RATED OPEN WEB HEADER M INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS ILL tds w INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J �Q BOTTOM PLATE ANCHORAGE IS M," ANCHOR @ 8'4" O.C. (UNO ON FRAMING PLAN OR urge design studios >O > SW SPECIFICATIONS) Z O STRUCTURAL WOOD BEAM (q STUD COLUMN KEYNOTE U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. O_ NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS O � - 2 2 STUDSCD w 2 ANCHOR � � TO MATCH WALL FRAMING SIZE AND GRADE, LINO. w c a ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN ~ cA d U) RRIAMN BOTTOM F T D O S U COLUMN CONNECTION � 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL J s COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. m "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE CL Q 41 HEADER STRAPPING KEYNOTE _c NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD U) � N 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD U 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION W 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP Cj 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD W GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. w NUMBER OF HOLD DOWN S/STRAPS AT BASE OF KING/JACK GROUP O O NON -BEARING HEADER FRAMING KEYNOTE C) NO HDR -# NUMBER OF KING STUDS EACH SIDE OF OPENING LO >11110 HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY ti LOADED CONDITIONS ABOVE Z V ) #2 SYP HEADER FRAMING KEYNOTE z M W (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING w W w NUMBER OF JACK STUDS EACH SIDE OF OPENING z mj Z Uj DEPTH OF LOAD -BEARING #2 SYP HEADER O ' NUMBER OF PLIES IN HEADER co LLJ v, Of ENGINEERED LUMBER HEADER FRAMING KEYNOTE W Q (2) 9'/i' LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING w Q Z NUMBER OF JACK STUDS EACH SIDE OF OPENING CD > Q Q z w HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) W W WDEPTH OF LOAD -BEARING EWP HEADER Q Q NUMBER OF PLIES IN HEADER (1 '/," WIDE UNO) IY w W, ti HEADER FRAMING i x LL 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. Z r' STAGGERED. Z 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN O O 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. w w 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . O Z 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. (I z 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O IZ CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. C) 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 Abbott Park Q • SPH w/ (12) 10d x 1- Yz" @ 16" O.C. OR 0 C) • DSP w/ (14) 10d x 1-1/2" @ 16" O.C. OR U_ LOT 010-03 • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 '/z' (OR EQUAL APPROVED BY EOR). Q w 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. - I- U Q z z t� FRAMING NOTES O PROJECT NO w 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2021.003505 ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O u- A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z DRAWN:O ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S 2 LDG -0 SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U O 2, ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY UNO. ALL WATERPROOFING AND FIRE SAFET H CHKD' LO SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. MJP U) 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN TABLE 2304.10.1 W W w 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. x U UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q 01111111111111U) SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) ���`� C�C�N LAN/ ���i, U) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. } ��� ��••' G E IV • FR 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 Z = • • �>�necl, b*j THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. A. 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD Or er; tiL E `'H `' E F • [[l w : 4 . (A < �• •'�S 7*,;A.%F435... z_ Q O 03-23-2021 p w U REVISIONS: Q No. Description Date w c .J Q --- -- co O H Z Z z O U r) w 1- x STm1 w CL [:MII/MFTAI rnNNFr'TOP FNr;INFFRINr; )ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F I A III 1 111-1 I awm A+ I I I [ I' I I I I I I' 111l' f - - --- --- 2020 V1.0 GENERAL FOUNDATION NOTES: T-0" VERIFY AC CONI LOCATION W/ SITE PLAN FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 70'-0" VERIFY AC COND 4 LOCATION W/ SITE PLAN SIM 9" CURB • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. O • EARTH AND EARTH FILL SUPPORTING SLABS GRADE LID C? O ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND APEX C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. NI COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED op N PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. o (Dj • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O) Q; SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT ' mj EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB N IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. cy) 'I • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE � INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. t S • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-2D. true design studios z O - -- — OUNDATION KEYNOTES: DC1 U) v 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn N ES APPLICABLE ONLY WHERE SPECIFIED ON PLAN pf [—A 8"x8" DEEP THICKENED �I 12" DEEP FTG UNDER BOX COLUMN, FTG TO BE - �p r' �i EDGE w/ (1) #4 CONT-"I (I PROJECTED MIN 6" AS SHOWN H C 24"SQx20" DEEP FTG 16"SQx12" DEEP FTG NI w/ (3) #4 EW w UsH ) ao"19ON' E 130"SQx20" __ DEEP FTG F 36"SQx20" DEEP FTG w/ (4) #4 EW w/ (4) #4 EW J t :3 "- #5 VERTICAL DOWEL TYP ma f G 48 DEEP FTG �� AS SHOWN, SEE MASONRY U (5R#4 EW, NOTES ON ST-1 Q 1 1/2" SLAB EXTENSION AT FULL ROUGH OPENING WIDTH N Z W (D W Ilf O O I ***NOTE TO CONTRACTOR— m DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET P-L LID >= ti a BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z Z W ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BYPRODUCT I U) MANUFACTURER AND DR HORTON. w I —_ W LL z —j z w m LLJ O c) w w Q w O z (D > Q z LU m W W w o J W W ti OLL ILL �' X z z Z O O Q 0 w w O a_ z w R O a U U, w � J Abbott Park Q O U J C/) LL LOT 010-03 0 <C w z z — (D Z } 7.7 j O w PROJECT NO: W w� 7 � 2021.003505 0 z DRAWN: O <U LDG , o 07 W 7 CHKD: X�� ~ MAP U) X �,7 > w — LLI .J � Q`��tttrrrrri��� 7 s�ti ��5(1N LqN/,, ie# U cA v) } m ,. ENS�.;9 , z 0 w afiftneci b z _ �T .. t. .ae M . : S� IE VF , F435... z GO z ���� SIO N At- E .�`� to ��rrrrrrttttt�% Q ,7 7 L4a19q4l O 03-23-2021 0 7���� U_ w REVISIONS: U_ Q No. Description Date c w a U) SANITARY ISOMETRIC -1 Z z O 2 0 U w H X S T =2 W a. Q CMU/MFTAI_ CONNFCTOR FNGINFFRING I I ' I 1 1' 1 1 N 1 1' 1 1 ' I 11IF11117117MIN'IN 11g 11rl", 1 111`111113111 11 11111111R 1111, mI I P}W 1 11 ' I I I PI 3ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F i I I I EXISTING EXTERIOR CMU — 11 MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO - MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ p ° - — — — (2) ROWS OF 3/s' DIA. TAPCONS "r / D D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. EXISTING FOUNDATION. I D ° I D \ II ° o. i D 8" CMU WALL OVERHANGS LESS THAN 1" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0' _0" A.F.F. SEE ARCH ° a d DEEP20" d ° ° d ) d —d — — 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH \j\\ in VAPOR BARRIER 3 BEARING WALL FOOTING SECTION I An tar I^US BAR AS AP AS SHOWN i.vry i irvwvo �.vlv�.r�� I � FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, )DEGREE GROUT BOTTOM 3 COURSES - OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL �• CMU STEMWALL MONO LITHIC SLAB WHERE NEEDED - ; 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP MIN. 3" EDGE DISTANCE 4" CONCRETE SLAB W/ 6x6 W1.4 x 1F STRIP OF WWF FROM F.F.E. TO _ _ _ _ _°° _ _ _ OR FIBER MESH BOTTOM OFFTG. WWF TO------d--- ----�- ----- ra °I• sa EXISTING FOUNDATION FACE w/ ° — — — — — — ° w z < ° D D D U) 0 <� d° ° #4 OR #5 2 ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER ° O z d < ° ° ° ° REINFORCING PER FLUSH w/ 3000psi CONCRETE. I' D m ° d a MONOLITHIC FOOTING d d ° SECTION D D EXISTING FOUNDATION @ ° ° FOOTING TO BEAR ON FIRM UNDISTURBED SOIL I d MIN 112, D d 8 CMU WALL OVERHANGS 2.5 OR LESS STEMWALL FOOTING TO EXTEND MIN //\\///\ 12" BELOW MONOLITHIC FOOTING NOTES: /\\\\\\,\\ • ADDITIONAL #4 OR #5 VERTICAL TO BE • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATED WITHIN TRANSITION ZONE REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL LOCATE AND TIE INTO STEMWALL FOOTING AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO REINFORCEMENT IN AST REINFORCEMENT STEMWALL CELL EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB �, ABLOCK W/ (1) #4 OR #5 CONT. — — — — — — — W Q O \/\ VAPOR BARRIER//\\// w� H U oLO #4 OR #5 VERT REINFORCING �\ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM ��\\i //�\ \\' \\ #5 W ONAL BIRICK EDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS -- 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 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. Ah (BEYOND) V) ell FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > s IfEtweZflWwl U) (1)#4OR#5 Q V) CONT w w FINISH O GRADE #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 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PACE 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 (f)_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. 36" MAX VARIES PER _\_ ARCH PLANS 12" MIN` 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3Y2' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 247/---,0)#4OR#590'BEND@48"O.C. \ \ \ \ d/ VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL b 12" UNDER 1 STORY WALL W/ (2 ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3 1#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 3'-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") v W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli — — — — — — — — STONE CLADDING FINISH -MIN 6" a, O �D p o U ALL OTHER EXTERIOR WALL O \\ \\ \\ \\ \\ \\ D CLADDING - MIN 8", U.N.O. ON ARCH O O 0 c: VAPOR BARRIER \%\\; D \/�\/\/\/\/\/\/P Eno\ 12 MIN/ N U FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J a, BAR IN BRICK LEDGE ILL. 16" UNDER 2 STORY WALL w/ w (2) #5 OR (3) #4 CONTINUOUS J tds J -6 true design studies N 1 MONOLIT_HIC FOOTING SECTION -- _ z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND A ACENT TO FTG SLOPES DOWN AND AWAY < SUITE 100, JACKSONVILLE, FL 32211 0 FROM STR TURE STEEPER THAN 1'-0" VERTICALLY PER T-0" H IZONTALLWO PREVENT EROSION OF SOIL. O �6 O CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W C FIBERMESH ? e N 11HOMON (D /\\\ \ m/ \ \/� 16" / VAPOR BARRIER Q a W 3 BEARING WALL FOOTING SECTION U CD z w O w CONCRETE SLAB W/ 6x6 II W1.4 x W1.4 WWF OR � FIBERMESH O _ 0'-0" A.F.F. 0 ly SEE ARCH ° DETAILS 8" MIN b \\ i /, z W 8"x8" THICKENED 8"\— U) FTG AT w n/ STEP-DOWN, SEE VAPOR BARRIER W L...�` PLAN z W 1 � 1,C�JRB STEP_ SEC_ TION_ m LLJ O Cn 11 `�'t't' W CC w ~ G 8" UNDER MASONRY WALL z < O CONCRETE SLAB W/ 6" UNDER WOOD WALL z M '" t ' Q Q 6x6 W1.4 x W1.4 WWF w W �y w OR FIBERMESH VARIES d SEE ARCH Q - --- -- ° (MAX 16") N _ — — 4 4a LJ— r_! ///V/`\//V//\//V/\/\ w LL % 12" MIN���/VA/VA/VA/V� z ���AiVVA/ O z VAPOR BARRIER ��; ° a /�//�// 0 � w 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN a- z 12" UNDER 1 STORY WALL w/ O (2) #5 OR (2) #4 CONTINUOUS -- ADDITIONAL NO. 4 OR NO. 5 U W BAR IN BRICK LEDGE — 16" UNDER 2 STORY WALL w/ Q J (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q 5 GARAGE EXT WALL CURB SECTION 0 (1) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 010-03 )FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z_ z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n PROJECT NO: w CONCRETE SLAB W/ 6x6 O 2021.003505 W1.4 x W1.4 WWF OR Q UL FIBERMESH z DRAWN: O 0'-0" A.F.F. = c SEE ARCH U LDG —d d (MAX 20" O /\\ LO a ° a d —a — — DEEP) X cHKD: MJP ° d \wV�VA ° w W IlL J 4" EXTENSION X lllrrr�� 0 UNDER BRICK VENEER (iN LA �'�i to 12" UNDER 1 STORY WALL VAPOR BARRIER �00' ����5• C•E N/�'4,��� 0 •• \ S •• j w/ (2) #4 OR (2) #5 CONT � •• � F.••. � 0 16" UNDER 2 STORY WALL W @>dOneci• b} Q w/ (3) #4 OR (2) #5 CONT j p Oi a�,.;.,,w y, -.. *EAR-ING-CURB STEP SECTION S'Fr,l E F •�:44/ < �. 1'cSP.4675 P*F435... z_ Z ��''�S��NAL� �`� Z? TYPICAL REINFORCING BARS AT FTHICKENED FOOTING, SEE AND I I I MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS IL—_—_--_ ----- ----� HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U) 1411 111/10%% <( O 03-23-2021 p I— w U REVISIONS: U- � Q No. Description Date w � J Q O i— O z z 0 = o U w x W ST=2mD d Q f%RAII/AACTAI f%fNK1AICf%Tr10 CAI�_IAICCDIAIr 3ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F ME��INJIW iBi FYI .. <• 1 IULY!Ul.u: is I Y�I Yy IIiYII1dIrWIYl�1li1,IW ;YIWmom W I■1■ I lilllt. l :,liillrr►�.. ��I �k„ e 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 8U LINTELS MAY BE FILLED OR UNFILLED. • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. • DIMENSIONS ARE APPROXIMATE. MAX O.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 MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN N INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN ❑ OPT. NO. 5 BAR APPLIE-R ONLY IF OPT OPENING INSTALLED ❑O NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN t-KAMIN(j FKtY NU I t5 ((;MU) 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 U 0 _> O N U oN O L7 O O APEX g c O to O N co J LIL �= W J J a)true design studios z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi O O O W U or) > DRUMM' � m \� C)/ -1de s'+ m W Q 0 U) U z W 0 W O O O O I` ti U) z w � � W w i W J z w m LLJ O c/) Irf Uj W Q W z < O W m w C)C o Q J w W w w j x LL z Q �T_ o 0 X CL z If w O a U w Q w � J Abbott Park Q O U J (n w LOT 010-03 0 Q w U Q Z_ z } C U U) O PROJECT NO: Ld J 2021.003505 O w z - - DRAWN: LINTEL SCHEDULE U LDG a w CHKD: LO LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X MJP W w L-1 16-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 3-0" 8 U 8 L-3 2'-0" sus L-4 6-0" 8 F--16 L-5 8'-0" 9'-0" 8F-16 8F-16 8.08_0_ SGD/ REAR PORCH L-6 REAR PORCH L-7 1 V-8" 8F-16 REAR PORCH L-8 4'-8" 4'-8" _ 8F-12 _ - 8F-16 PORCH (ELEV A) L-9 _FRONT FRONT PORCH (ELEV B,E,F) � U Q `�tir<r,tlu�r�1� (A %%� M LaN;F •,, �• ••G'�NS. 9 �.� cn 0 �. i Diu " afig"ned bIP. z .• . ;SrHIE �vF w ',c • w: � < •� S X5§ W.F435--- z Q O 03-23-2021 p w U REVISIONS: q No. Description Date w (A —I Q O F— O z = O U w X ST=3 W a (:MIUMFTAI rONNFrTOP FNrINFFRIN(a )ocuSign Envelope ID. CDCDF364-07E8-49F4-8C4B-2A49C84D359F 1 st LEVEL FRAMING PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 'TRUSS FRAMING GENERAL NOTES ;2 SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES i a • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED co > BY BUILDER rn 0 • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, `V ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O O REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR N LO TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES 0000 • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. 14 • 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 N CONNECTOR. N • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. M • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO J RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. V- w RAFTER SPAN SCHEDULE J ---- - — - O.C. LUMBER SIZE 5; SPACING z 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11 23'-9" 26-0" 16" 13'-4" 1 T-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 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 2x10 12" -- 12'-5" 19'-6" 25'-8" 26'-0" 16" 11'-3" 1 T-8" 23'-4" 26-0' 24" 9'-101, ---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. 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 FRAMINGITRUSS 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 O Y Q O O T_ w H U) 0 J m w Q C1 C0 U z LL] w w O O O O i ti d- L0 ti • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Z LOCATIONS ON PLAN U) • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER W PROTECTION AGAINST CORROSION z • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. m ROOF FRAMING LEDGER TO WOOD: w 2x6................................... (4) 12d COMMON w W 2x8...................................(6) 12d COMMON z 2x10.................................(8) 12d COMMON 3 2x12.................................(10) 12d COMMON z w LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q PT 2x6.......(2) ROWS %4" O @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED O 0 PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED LL. z FLOOR FRAMING LEDGER TO WOOD (W/ NAILS) O 2x6...................................(3) 16d COMMON H 2x8..... .............................. (5) 16d COMMON < 2x10.................................(7) 16d COMMON 0 2x12.................................(9) 16d COMMON I � FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O PT 2x6...................................(3) ''Y4" x 4-'/2" LONG #14 WOOD SCREWS U PT 2x8...................................(5) 'W" x 4-'/z" LONG #14 WOOD SCREWS Q PT 2x10.................................(7) 'W x 4 W LONG #14 WOOD SCREWS PT 2x12................................. (9)%" x 4-%" LONG #14 WOOD SCREWS O 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE LUL BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF U Z THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D 0 • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O STAGGERED z • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 2 w x w a. x m 0 z O w Q m O H i= LL a U) O J O z U w H x w d Q CMUIMETAL CONNECTOR ENGINEERING APEX tds true design studios >a) 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Q � � m� J O LLJ cis p � � a o Q LLB Q 0 w W 2 Q W W � x Q L z O 0 LL) z d LL w Abbott Park —i U U) LOT 010-03 0 w H z 0 U) PROJECT NO: w 2021.003505 0 LL O DRAWN: LDG o CHKD: V7 MJP U) % 0111it111ri11�/` cn %, �5� 1N LAl �,o v� - �c-ENS' R z '•�--•• • o 86 nec! b) Q i F435... z_ *.S%N Al 'S Q 03-23-2021 0 w REVISIONS: No. Description j Date ~ w J Q O z O ST=3A )ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F I l ! _ I' 1111 ill 1Ir'1f111'+'TA_ P'I I'111' 1!7'AIA"1MII m•IIj!f ill, 1, 11 I _ f - - �W I j!111II_w l�!�A�Prt�I1NC1 1�1'� �I I ( 'N L II _ j I I ! I III IT1' II 1 4N�! h� it I III 1 - I II���'I'. IfNPI '� _ L I its ulll I1I�j II *11 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 ON SHEET ST-1 TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 k" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE 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 WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. '/2' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR W WEDGE BOLT W/ MIN 4'/2' EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES ,EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. ■ INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). INTERIOR LOAD BEARING WALL 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 t9/2' 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 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 ( FOR MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY F 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. STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH :4'OR 11/4" PER MANUF. 3" 5" 11/2, 31/4 " 3 7/16 5„ 115/ 6 33/4, 3 4`, 6„ 2 %q" 33/" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS Y4" DIA. @ 30" O.C. STAGGERED • (2) ROWS Y/6" DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR a JAMB OR WINDOW, SEE TABLE ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED ''Y4") 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 DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O C) O O N } O' O APEX N � �} a) CD � {t� N M J � LL W tds i J J true design studios .Q a)a) O W U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O 0 o O .,-. W 11HOMN' a) tU J Co w Of U) U z w 0 W o_ O O O O f_� L u7 ti O a w z L U) m Z J z U)O W w m w W Q W Z 0 (D > 0 Q w L o 0 0 J W L .o i X LL LL a z� z O z I-_ O < 0 z 0 d LL Q p W Abbott Park Q O U J (n LL LOT 010-03 0 Q w H U Q Z_ Z C� w O PROJECT NO: W J 2021.003505 O u- Z DRAWN: O U LDG o CHKD: MJP W x w w Q U Q� cn `��•��`�� M LAN, •,, W ENS�.;4 Z ww Z MAdned b Q z :* ,.: S W `H'..P •� Z ��F435... z &1 — cn Q O 03-23-2021 0 I= w U REVISIONS: U_ I­_Q No. Description Date W U) J — _ Q >- U C� U) O i— z z = o U w I— X W ST=5 W CMUIMETAL CONNECTOR ENGINEERING¢ )ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F UPLIFT CONNECTION PE TYPICAL WALL SECTION ROOFDECK ROOF TRUSS OR RAFTER 8'-1" ABOVE OIL F.F.E. TOP OF GARAGE DOOR Y 6'-1" ABOVE F.F.E. SUB FASCIA a 4'-9" ABOVE F.F.E. . MOISTURE BARRIER ' 1, TYPICAL PORCH BY OTHERS }- CEILING BOARD PER PLAN. SEE TABLE 2; A• - SHEET ST-1 (PORCH MOISTURE BARRIER BY OTHERS 2'-9" ABOVE CEILING BOARD ) F.F.E. MASONRY LINTEL - PER PLAN TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL O1ABOVE (THIS DETAIL IS REQUIRED AT ALL COVERED' F.F.E PORCHES UNLESS NOTED O*HERWISE) TOP OF CURB F.F.E. TRUSS TO TOP PLT W/ H2.5T OR RT7AT— SHEATHING TO TOP PLATE- W/ 8d COMMON @ Y O.C. FULLY SHEATH KNEEWALL PER TABLE 2:- WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS • MIN 2x4 NO.2 SYP PT PLATE BETWEEN TRUSSES W/ (3) 10d TOENAILS EACH END & MINIMUM (2't" ❑ x 6" EMBED DRILL AND EPDXY ANCHOR W/ NUT & WASHER EACH PLATE SEGMENT WITHIN 6" OF END • 2x4 No.2 SYP PT PLATE CONTINUOUS W/ 1'2" x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT & WASHER @ 24" O.C. PLT HGT CRICKET BY BUILDER PLT HGT i TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 12" SHEATHING TO PT PLATE c IN TRUSS W/ 8d COMMON @ 3" O.C. i IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION HEIGHT, BUILD UP PER THE FOLLOWING DETAIL KW 5�WOOD KNEEWALL OVER MASONRY 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 BRAG SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) ROOF DEC 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 FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 �l 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1 '/2' 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 "/z' (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND `• BEAM W/ HTSM20 OR MSTAM36) y '/ HGAM 10) 1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. (LOF OPENING 2x6x12 I CENTEI 4e" DIA. ANCHOI 2x4 PT TOP 2x6 PT BUCK EACH SIDE OF OPENING - PROVIDE (5)8" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/z' 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. PRE -CAST LINTEL PER PLAN o_ Q J Ln N z �{ FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN" MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER 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 I I I I I I I I � I II II 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 I � I I I EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS I I i SHOWN. I I I MIN (2) SOLID FILLED & ! REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. I I I I NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER NO. 5 DOWEL TO MATCH EACH I SOLID FILLED & REINFORCED ! CELL EXTENDING FROM FOOTING l TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL V, PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. II II I I I II I CONCRETE FOUNDATION WORK TOP OF FINISH I PER PLAN FLOOR SLAB I I I ----------------- I I I I I I I I I I I \ I I I I I I I I I \ \ I I I I I I GARAGE SHEAR PIER w J 0 w U U W W U) rw • TRUSSES NEEDING BRACING O U O O O APEX 00 d' X O a) O i m N c� i _1 ILL. W t d s J a) > true desire studies > Z O U) U 9000 REGENCY SQUARE BLVD. a) LATERAL BRACING - MULTIPLE TRUSSES Q SUITE100,JACKSONVILLE,FL32211 0 � O 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O '0 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 LU ~ NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). i IHOMN' 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION.a) 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. )ND BEAM _INFORCEMENT EE WALL SECTION) FILL SOLID TO BOND BEAM > w - w CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING T OR L SCAB SIZE CLR �' 2x4 1 ROW 2x4 (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* >- N Z W 0 Nw L.L O 0) SINGLE TRUSS BRACING d 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO ti RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN �/� ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z W SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) M 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W LJJ GRADE AS WEB TO BE BRACED. z m LLJ O w w Q w Q O z 0 > Q z m LU 0 o Q J w w w 0 W ti O JLL LL X z Z Z O O 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 8U8 o LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 ~' BOND BEAM REINFORCEMENT w w ~' (SEE WALL SECTION) 0 Z w _ — aH FILL SOLID TO BOND BEAM O 0- � w — ~F ^� U w LINTEL REINFORCEMENT Q Abbott Park J �0 O ILLLOT 010-03 vJ 0 8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" U H #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND Z Z 0 BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W 8" PRECAST LINTEL. SEE PLAN. O 2021.003505 LL Z O 8F-1-# DRAWN: LDG � o CHKD: MJP C/) w W Q Q `w 1111111111LA � U (A �••GENSF•R Z w Mfidnecl bye Z _= • * .- Q ry;.r- ��' i 0. S ',tE IF �� c� ••• F435 z Z _.. ,-/U N AL%�`� U) 1% 03-23-2021 0 _p f— w U REVISIONS: TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w � J Q 0 --- Cn j O O Z = 10 U 0 w X w ST=6 rRAIIIIIACTAI rf)K1KMrTri0 GAIt:IAIGGI?IAIr s 4 il L�