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HomeMy WebLinkAbout8056 Wheat Stone Drocusign Envelope ID: 97DC3F7A-OB49-41 F6-BB8D-6FF2235411 OF DRAWING INDEX 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. 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 ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS DR HORTON A4DI3 DELRAY ELEVATION AS Abbott Park, ELECTRICAL SHEET NO. ISHEFT NAME E100 I 1st LEVEL ELECTRICAL PLAN LOT 001m01mA BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2017 FL BUILDING CODE - FUEL GAS: 2017 FL BUILDING CODE - PLUMBING: 2017 NATIONAL ELECTRIC CODE: 2014 FL BUILDING CODE - MECHANICAL: 2017 FL FIRE PREVENTION CODE: 2017 FL BUILDING CODE - ENERGY CONSERVATION: 2017 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS. INCL MAX BLDG HGT OF 35' AREAS '!CONDITIONED AREA 11st Floor 12034 SF 12034 SF UNCONDITIONED _ AREA Garage 459 SF Entry 28 SF ! Lanai 218 SF I 705 SF J Grand total 2739 SF VOLl1MF_S 1st Floor 18982 CF Grand total 18982 CF ALL WORK SaW,11 f"�Vm, y 't1/1 t� AIL1NG CODE: FLORIDA �IUI�-�'� NATIONAL 1=LE("TRIC AND WF I :,Ty i',:-c= OF�E"-p��Ah,� �. S REVIEh; DATE "�ZO CITY CF 7-FPH_1yKH PLAN LAE "�� ►v/i{ i s E O U O O O APEX co v N N M � LL � W J tds J-6 N true design studios Z O U U 9000 REGENCY SQUARE BLVD. a SUITE 100, JACKSONVILLE, FL 32211 O O w 10#1H N N 0 f J co w U Z w CD w w O O O ti LO ti >= O Q U) z LLI U) NN w w Q z J z W m W O c/) w W Z Q O > 0 Q W W � 0 J W o W X U_ U— z Q O z 1= O a o w w O F- CILz w w O a U a w Abbott Park Q O U J U) LOT 001-01-A o a w U Z Z (D V) OPROJECT NO: w -j 2019.007593 O w z DRAWN: O U KG o i_ LO CHKD: JAC U) w w a U a c/) I� z_ 0 Z O w c/) 2 O a z z O_ 02-13-2020 0 I —I w U REVISIONS: LL H a No. Description Date w U .J >- U C� U) O H Z z = O U 0 w I-- x w 0000 Q_ a 3ocuSign Envelope ID: 97DC3F7A-OB49-41F6-BB8D-6FF2235411OF ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER MAIN DISC. 150 OR 200 AMP UNDGND SERV. BY POWER CO. Footer Re -Bar (sized according to foundation plan) ' ° #4 awg CU bare w/ 10' stubbed outside of slab at service ° location. Connect to footer steel ° w/ (2) ground clamps 5' apart ° UFER GROUND DETAIL N.T.S. 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. — A/C DISCONNECT #12 COPPER TO APPLIANCES AND GFI TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #6 COPPER TO HVAC N.T.S. J4 771 ---- #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 /N STRICT COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV 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 • 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 R501.1.1 • 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.) / 300 = 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 3'-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 R703.8 • WALL HEIGHTS VERIFY ALL 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 i • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USEABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND INSTALLED PER FBC R302.12 & R302.12.1 • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCATION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER FBC R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312.2.2 • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR • C.J. = RECOMMENDED MASONRY CONTROL JOINT LOCATION • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING 0 ca 0 O O APEX s 0 U tU 114 . CD N N N co _j , U_ w t S _I J CD design Studios Z O U 9000 REGENCY SQUARE BLVD. _ Q SUITE 100, JACKSONVILLE, FL 32211 CO) O o o .- W H cn 11HOMON' > j4iotetl;w!� C0 . baow W C'1 � U Z w (D w w 0 0 0 rn ti L ti O Q Z Cn �^ ��1 coV, LJN�J U) 1..1. w Z W W Z 00 m LJJ O U) 5 w Q G W Z Q O W m > o o JLLJ w W o W XJ ILL LL Z Z O O E— Q � w O F_ 12 Z O a U � 0 w Abbott Park Q O U J (n LOT 001-01-A o Q w H Z Z (D �- (n PROJECT NO: w OJ 2019.007593 O LL DRAWN: O U KG o CHKD: JAC U) X w w Q U X m Z 0 w Q Z 0 O w U) 2 O Q Z Z O 02-13-2020 f= w U REVISIONS: U Q No. Description Date w (n J Q >- U O Z Z = O U 0 w I— X w AOOO a Q o, L� 1� 1, 3ocuSign Envelope ID: 97DC3F7A-OB49-41F6-BB8D-6FF2235411OF FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) a r 1 st IEVEL RD O R PIA N 1/4" = 1'-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 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 %" 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 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 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER 0 0 N LO r N OR 14, 0 N N M J LL w J J_ z O U) Y U Q 0 0 r w I— U) J m w fY Q C� U) U z w (D w IY 0 O O 0 ti �n ti O z U) U) w z m m w w z z w Q O LL O Q O IZ 0 U Q 0 O J LL Q U z } U O J O z TZ w I- X w a- Q X Q } m 0 LU w Q U) O H i= U LL Q U) 0 O J O z U w x w 0- Q /a\ tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 ,a W J a w ULI O (1) � Q o m w �w � w w 0�LL PROJECT NO: Abbott Park LOT 001-01-A 2019.007593 DRAWN: KG CHKD: JAC 02-13-2020 REVISIONS: No. Description Date A110 0 0 w r X r z O 0 w z a. LL w J Q U U) 0 w z w 0 LL O 0 0 u7 U) w J Q U U) U) C� z_ U) z 0 w U) w 2 H w J Q U U) I- O z O 0 �ocuSign Envelope ID. 97DC3F7A-0B49-41F6-l3B8D-6FF2235411OF 12 5 1st LEVEL BRG 1st LEVEL BRG --------------- -------------- - -4 - 9 st LEVEL F EL FIFE 1st LEVEL F _____________ � o-o RIG HT 11"A "HO N 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT VENT PROP PROP Area HIGH LOW # RATIO HIGH �LINEALFT� LOW 2738 SF 657 in 657 in 5 115 575 F 160 11470.4 5:12 1% IRO 0FPIAN 1/8" =1'-0" WHEN PRINTED ON 22"x34" F"Typ3 ABLE ��N ? ® ® 12 5 1st LEVEL BRG _ 9 4 1st LEVEL FIFE-- -- - ----- -- - -- - - -- - -- - - --- - - - - - - _ _ __ -___ -__ - - ------ - - o -o 1 st mooLEVEL FF - IE r11"AMON 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12 5 Em IN ME Lm_ I 220 PEA REMTAHON 1/8" = 1'-0" WHEN PRINTED ON 22"x34" _ 1st LEVEL BRG 9' - 4" 1st LEVEL FIFE 1 st 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 - MI LLENNILIM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 12' THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES AGM FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 718.. 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 IN 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 - 7(TRI M - 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 TRI M - SIZE AS NOTED 253 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAT N TI LES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 200 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. E OF LIGHT TO BE 6'-0" A-F-F- U.N.O. �BUIL_DIN_G HEIGHT (AFF-� HEIGHT ABV_GRADE BUILDING HEIGHT AFF� 1T-117/8"--------1------------------------------------------------------------- --------------------------------------------- 18' 778---------------- 17 117%8 8" 4„ h 1st LEVEL BRG _ --- -- — 18"x62" a 8"x 16" 265 0 r � MEN 0 MEN -_ __ ■��i-_ 1 st LEVEL FIFE FRO NT EIEVA '11O N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 12 5 2 1 _ J - =i � = - _r280 I .. _:. -3068 w/ 3010 TRANSOM ABV z 1st LEVEL BRG 9'-4" LEVEL FIFE 01-0 Q U 0 cy O 0 APEX00 0 C; � N N co Zzz' LL w J J N I true design studios Z O Y 9000 REGENCY SQUARE BLVD. Nj UQ SUITE 100, JACKSONVILLE, FL 32211 (61 0_ O �i w >`I OtHOMON' J + 0 Alm �' Go wZ) =1 a � U U Z W (D W w O O O O r` LO t` >= O Q U) Z (� ' t ' U) Q� w Z Z W m LU o �_ w w Z Q O W m 0 0 o J W W 0 W 0 d. W � � X z �— O ZO w z CL w w O a. U LL Q w Abbott Park Q O U J U_ LOT 001-01-A (n o Q w Z z O � c� O PROJECT NO: U) W -j O 2019.007593 w O = DRAWN: KG 810 U 0 w CHKD: u7 X JAC w w Q U X m Z O Uj Z O W � � Q Z Z U) O_ 02-13-2020 I- W U REVISIONS: Uj UL m Q No. Description Date W U) J Q cn O I- z Z 2 0 W F_ X W A200 a. Q _ _ )ocuSign Envelope ID: 97DC3F7A-OB49-41F6-BB8D-6FF2235411OF 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 'L�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 VARIES (RE: 12 ELEVATION) ►:•;I�INSULATION PER CODE �2" 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 TYP ONE-STORY WALL SECTION INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD 'L�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 �8" THICK STUCCO FINISH - TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT z GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) m d 4 a SCALE: 1" = 1'-0" VARIES (RE: 12 ELEVATION) F 1 St LEVEL TOB VARIES (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 A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1 /2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O. C. MAX 1 x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" d 4 INSTALL VAPOR BARRIER IN ACCORDANCE WITH a I i ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1" = 1'-0" O p O U N � N APEX p rn � N c6 N M U w a J J z t S (D O true design studios Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 o 0 5 N J 11HOMON' ill m � F w U U izi z a) w w w 0 0 0 L0 ti O z U U.] z w U) ❑ m w w w z (n z C G w Q O ❑ Q O J w W O < w W O U - Q z ° o w LL F- Q z U 0f z n- _ w 0 w O -- Q J O UU) z PROJECT NO: U ❑W w H Q ~ z DRAWN: IX a DVO U) CHKD: Q TSD w O m ❑ LOO w cn w O J Q W U z 0 cf) z O ❑ U U Q O U) _z i>> >- C7 REVISIONS: W U) W 2 H W J W Q IZ U Q � 0 A400 z 0 )ocuSign Envelope ID: 97DC3F7A-OB49-41 F6-BB8D-6FF223541 1 OF WOOD SHEATHING WRB LAYER#1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOFNVALL SCREED 5"x5" "U TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT i— SHINGLE ROOFING ROOF CEMENT "L" FLASHING SCALE: N.T.S. O 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B ® FOLD FOLD at 45' (A1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM FELT UN SHINGLE ROOFING DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ®FOLD at 77' IT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER LAYER #1, STUCCO WRAP AYERS OF BUILDING WRAP NAILING FLANGE, STOP WRB OX. 1 1/2" ABOVE SHINGLES "ROOFIWALL SCREED x x x x x5x5 WALL FLASHING jAR x M//NCZ x x x x x FLASHING x (SEE DETAIL) WATER TIGHT SEAL �Qo�c (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 INSTALLATIi WRB LAYER #1, STUCK WRAP WOOD SHEATHING APPROVED HOUSEWR 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 � \ A; + 7 IC 2x SUB-BAND\W/1/2"X? NOTCH _ _ @ END, WRAPPED IN PEEL & STICK DRIP EDGE k4s�I — — I� 7j8' TEXTURED FINISH @ WOOD' TEXTURED FINISH @CMU \ 1 1/8„ / \ METAL FASCIA WRAP\tie" FROM STUCCOI, j ✓✓✓FROM WOUD WALL EXTERIOR \� __(FRAME OR NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) _ _ _ _ _ _ DRIP EDGE, 1" OFF WALL �l(NOT INTO STUCCO) /i "3-COAT PLASTER 2x6 SUB -BAND W/1"x4" NOTCH @ END, WRAPPED 0 ELEVATION IN PEEL & STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB -BAND 2" OFF PRE-ENG'D TRUSS TO BE CUT @ WOOD WALL WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-O" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 �"x4" NOTCH @ ENC METAL WRAP FASCIA 2x6 SUB Bf DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL c 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 'q 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 aC� WALL CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 'n" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK ROOF CEMENT @ ROOF _DGE OMITTED FOR '.LARITY k1L ICI) WALL W/ KICK -OUT SCALE: N.T.S. O 0 CD �Oj N > co APEX =0 O U D7 � O � O N N Ld d LL ,� J � Z t S O true design studios > Y U 9000 REGENCY SQUARE BLVD. C)SUITE 100, JACKSONVILLE, FL 32211 O ui T- O W H � D � O /J 041HOMON' O W L w r �. Q D a ZZ U O i- L U Z W w O O O ti u7 ti O Z U W Z W W W W Z V J Z 75 w Q O Of 0 O U- (� W o Q w w Of O U ti X - Z O ° w F— Q Z U ZILL a >- — (� W O __ Q J O U Z PROJECT NO: U W W ~ Q Z DRAWN: UI IX DVO 0- U) CHKD: Q TSD ILL- 0 } 801 m 0 U') W U) W O J Q w U Q Z 0 U) Z O H � _U ILL. Q 0 Z REVISIONS: Q 0 W W 2 f— w J Q d U Q H A500 Z 0 0 :)ocuSign Envelope ID: 97DC3F7A-0B49-41F6-BB8D-6FF2235411OF O C 0 N U u7 � O APEX N t� N co _j U- J Z tds O true design studios Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 ui T_ _O w 0#109ON' \ i I ELECTRIC METER m ELECTRIC METER 1 ! �— FIELD VERIFY LOCATION w FIELD VERIFY PRE -FORMED CONTROL / LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) JOINT W/ STRIP LATH 5/8" CEMENT PLASTER LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC � I � 12" WIDE SELF-ADHESIVE METER IVWKO FLASHING CENTERED UNDER U • '—*—*•�� CONTROL JOINT (CLEAN ! I CAVITY TO BE FILLED ... • MASONRY BEFORE APPLYING) WITH RIGID POLYMERIC W ISOCYANOTE-POLYBLEN / FOAM ("GREAT STUFF" OR W \A SIMILAR) O / APPLY A SILICON BASE O STUCCO FINISH SEALANT AT POINT THAT —T ELEC WIRE PENETRATES 5/8" CEMENT PLASTER / / 6" SELF ADHESIVE 12" WIDE SELF-ADHESIVE OVER TOP & SIDES ti FLASHING CENTERED UNDER / i O CONTROL JOINT CLEAN ( \ SELF FLASHING Z MASONRY BEFORE APPLYING) / UNIT 07 PRE -FORMED CONTROL _r\A _ �_ PROVIDE STUCCO rn SCRATCH COAT LARGER w • THAN THE ELECTRIC Z W 1..� JOINT W/ STRIP LATH • • -" � PREMANUF. — / METER CAN OR METER (n \ DRYER VENT CAPCAN COMBO OR METER / (SET IN CONT. AREA TO RECEIVE CAN AND DISCONNECT 8" CMU 1.: SEALANT) I : SEALANT at STUCCO SCRATCH COAT W & 1 COAT OF PAINT W/ w �^ TOP &SIDES BACK -ROLL PRIOR TO w V ) ELECTRIC METER Z INSTALLATION C� C Z c w O Q CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRICAL CONDUIT PENETRATION o 0 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. � W nW/ O L.l.. WOOD CONST BEYOND w FIBERCEMENT -OR-VINYL LAP O WOOD SHEATHING SIDING OVER APPROVED 6" SELF -ADHERING WEATHER RESISTIVE? HOUSEWRAP INSTALLED PER O FLASHING BARRIER #1 ; FINISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS X Q THREE COAT STUCCO FINISH EXTEND HOUSEWRAP WEATHER RESISTIVE (7/8' NOM) OVER GALV MTL LATH OVER NAILING FLANGE r WEATHER RESISTIVE WD SHEATHING 0 BARRIER #1 a VINYL ANGLED Q\ �! HOUSEWRAP WD SHEATHING O BARRIER #2 (RE: STRUCT) OVER 15# FELT OVER APPROVED CASING BEAD WEATHER RESISTIVE! (RE: STRUCT) (AM66-ANGLED-1250) BARRIER #2 \ 5/16" X 7 1/4" LAP FASTEN TO WD STRUCTURAL _ 7 O w SIDING W/ 6 REVEAL MEMBER at 7" O.C. MAX _ MTL DRIP FLASHING W! Q Z STARTER STRIP 7 " TO 4 " MID -WALL _ HEMMED EDGE SET IN CONT 21 1/2" 1 l n s BEAD OF SEALANT z / WEEP SCREED a CORNER BEAD / DO NOT CAULK OR 4? �- TRIM (RE: ELEVATION) Z 8" CMU (FASTENER & 6" SELF -ADHERING SEAL OPENING] _ Z_ a } LL o z SPACING at 7"O.C.) FLASHING / N Q EXTEND 12" SELF -ADHERING 0 w MEMBRANE FLASHING OVER J m GALV D METAL '° �r--•• ; • • 0 "" Q = w cv "Z" FLASHING GALV'D METAL 7' WINDOW FLANGES T IN CONT WIND E J FLASHING 6" WIDE STRIP SELF ADHESIVE AD OF SEALANT Q U 0:911w > ? DO NOT CAULK OR FLASHING, CLEAN MASONRY Z y.. 1 1/4" X 6" SIMULATED BEFORE APPLYING VINYL FLANGE CASING BEAD = PROJECT NO: Q SEAL OPENING WOOD TRIM MEMBER INSTALLED PER MFR (� / 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) w / STUCCO '� TEXTURED PER COMMUNITY Q CMU 1 1/4" X 6" SIMULATED ' • CASING BEAD ";� SPECIFCATIONS ::� 1/2" (MIN) STUCCO FINISH X DRAWN: UI VINYL CASING WOOD TRIM MEMBER 5•' .. ;:a TEXTURED PER COMMUNITY w DVO BEAD (AM66-1250) SPECIFCATIONS\_ w (A ALN_71112" (MIN) STUCCO FINISH 1/2" (MIN) TEXTURED SPEC FCATIONSTEXTURED PER COMMUNITY SEAL GAP W/ CAULKING Q CHKD: TSD FINISH at MASONRY OR APPROVED SEALANT STUCCO CASING BEAD STUCCO SIDING O m 0 RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) w U) SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. w SCALE: N.T.S. O Q w U U) Q c/) Z (D cf) Z CMU WALL W/ SELF ADHESIVE -OR- FLUID O 1/2 (MIN) STUCCO CMU WALL W/ APPLIED PAN FLASHING (CLEAN FINISH TEXTURED 4a' STUCCO FINISH MASONRY BEFORE APPLYING) CMU LINTEL 1/2" (MIN) STUCCO FINISH V , RE: STRUCTURAL) (RE: STRUCTURAL) (RE: STRUCTURAL) (n PER COMMUNITY EXTEND UP AT JAMBS (4" MIN) Y�" GYP BRD OVER Y�" GYP BIRD OVER SPECIFCATIONS" GYP BIRD OVER PRE -SHAPED STUCCO BAND" GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED 1x2 TREATED Q 1x2 TREATED W/ SLID TOP INSTALLED PER 1x2 TREATED ( W/ INSTALLED PER MFR Z FURRING STRIPS MFR WRITTEN SPECS (RE: FURRING STRIPS FURRING STRIPS 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) ELEV) at CMU WALL (TYP) OF SEALANT OF SEALANT REVISIONS: BEAD SELF PT 1x4 ADHESIVE -OR- FLUID WOOD BLOCKIN SELF ADHESIVE -OR-FLUID Q APPLIED FLASHING (CLEAN APPLIED FLASHING (CLEAN �8" BACKER ROD W/SEALANT 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 -� GYP BRD OVER INSTALLED PER MFR PT 2x4 FRAME ANCHOR FLASHING (CLEAN ANCHOR FLASHING (CLEAN O W PT 1x WOOD BUCK VINYL FLANGE CASING BEAD PT 1x WOOD BUCK VINYL FLANGE CASING BEAD 1x2 TREATED WRITTEN SPECS (TYP) SHIM AS NEEDED gqMppAppS��OyyNNRYY�BEFORE MASONRY BEFORE Z w SHIM AS NEEDED WRITTEN SPECS TYP INSTALLED PER MFR SHIM AS NEEDED INSTALLED WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ METALI DOOR FRAME SHIM AS NEEDED AMII6WOR FRAME U = ( ) at CMU WALL (TYP) " STUCCO FINISH w F " BACKER ROD W/ SEALANT 48' BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR H LU INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR W Q U cn 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 SCALE: N.T.S. SCALE: 1 " = l'-0" SCALE: 1 ti2" = 1'-0" SCALE: 1 ti2" = 1'-0" SCALE: 1 " = 1'-0" SCALE: 1 �2" = 1'-0" Z A501 O 0 )ocuSign Envelope ID: 97DC3F7A-OB49-4lF6-BB8D-6FF2235411OF PANEL. PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A SERVICE: 1201240V, 10-3W MOUNTING: SURFACE LOAM CIRCUIT CR CUIT LOAD ©IESCRiPTIfiN I©LES Bi�iK F'iIASIC= IRi4 BOLES DIf=SCft "Ii3M TYPE NO RO .I, 1 A 2 20 1 R KITCHEN APPLIANCE WATER HEATER F 2 30 3 B 4 20 1 R KITCHEN APPLIANCE 5 A 6 20 1 L,R GREAT ROOM SYS. 1 CONDENSING UNIT M 2 30 7 B 8 20 1 L,R DINING 9 A 10 20 1 L,R BED 2 SYS. 1 AHU M 2 20 11 B 12 20 1 L,R BED 3 13 A 14 20 1 L,R FLEX DRYER F 2 30 15 B 16 20 1 L,R OWNERS 17 A 18 20 1 L.R GARAGE/EXTERIOR OVEN/RANGE F 2 40 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 MICROWAVEIHOOD F 1 20 1 27 B 28 20 1 - SPARE LAUNDRY R 1 20 1 29 A 30 20 1 - SPARE �3 CD .AA \` .......... ......... B 1 st MTJEL EFEC HUC A L PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" AFI ELECTRICAL LOAD CALCULATIONS Ii,OAI 'DESCR4< itON CGNNIwCTEI3 LOAM (VA) DEMAND FACTOR FINAL LO" (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 120/24OVSE RVIC E/FEE DER LOAD (A) 117 MAIN BREAKER (A) 200 r . F ............3 .... .............................. VP ....">€ GFI....._....AFI fit; ELEC PANEL GFI IRR FVE ELECTRICAL LEGEND SINGLE POLE SWITCH 6 DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME �4 4-WAY SWITCH 6 GARAGE DOOR BUTTON DIMMER SWITCH GARAGE DOOR OPENER 220 VOLT OUTLET 7� FI GFCI DUPLEX OUTLET DUPLEX OUTLET OUTLET CLGCEILING 7� ARAFCI DUPLEX OUTLET R FLOOR OUTLET OS SMOKE DETECTOR B JUNCTION BOX © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET PANEL SERVICE PANEL A 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 -- KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT HANGING PENDANT 4: MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT El FLUORESCENT LIGHT ®FR FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN `J LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN Q. LIGHT ROUGH -IN O v CD O p N APEX O NT '5<' cc N N M J � L_ W t S J � true design studios > O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211co —� p O O � 01HOMON9 r� a', co co Q _Q } N Z W W tY O O O O ti L u7 t` a z W p� - W Q —� Z W m m LLJ O U) � 0 - w W Z Q O m > o Z o JW w W O d• LU JILL LL X Zz � O Z H O Q 0 w W H Z O a� U W p w Abbott Park Q O U J (n Q — LOT 001-01-A w H U Q Z_ Z co PROJECT NO: w O 0 -j 2019.007593 w Z DRAWN: O U KG o w- CHKD: LO I JAC X W W Q U Q U) �- (D 0o Z c W O w U) Z Q Z U QQ O 02-13-2020 Q I= w _U REVISIONS: u- - M Q No. Description Date w U) J Q � U O 0 ° Z z 2 0 U W I— X w El 00 Q DocuSign Envelope ID: 97DC3F7A-0849-41F6-BB8D-6FF2235411OF DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes , 6th Edition (2017) Code for Design Loads ANSI/ASCE 7 ROOFLOADING ............................................... 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 (PER FRC) ATTICS WITHOUT STORAGE .......................10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF WIND LOADING ................................................. Cd 1.60 ASCE 7-10, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY..................................0 BUILDING CATEGORY.....................................11 ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF ........................0.18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING..............................................Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD..... ............................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL / 240 WOOD I JOISTS ............................................... TL MAX ++/° LL / 0 BEAMS 24 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED Ya' 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 1 ST 4.0' PER FIGURE R301.2 (7) 4.0 F 1 ST RA O R (TYP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTFG I A 0 O z STUCCO AND DIRECTLY MIN 1%32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%s' 24/16 W ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE Lu P � Q (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. W Lu Z ALL OTHER VENEER MIN %6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL (NOTE 8) WI 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) x c9 TILE ROOF MIN'%2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION w? = (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND o w 8" O.C. IN THE FIELD O W z SHINGLE AND METAL ROOF MIN Yj " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 =v cn (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 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 W/ 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 /" COOLER NAIL OR NO.6 x 1 %" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%32" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1532" 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 %5" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 1532" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW,'%2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. TABLE 4: NAIL SIZE LEGEND NOTES 1. 2. 3. 4 DIAMETER LENGTH 8d COMMON 0.131" 2-'/2' 8d RINGSHANK 0.113" 2-%" 10d x 1-'/2' 0.148" 1-'/2' 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-%4' 16d SINKER 0.148" 3-%4' 16d COMMON 0.162" 3-'/" :j NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE W TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE, 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 5. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON SIMPSON FASTENERS USP USP FASTENERS (8)% X 1 ''Y." SDS SCREWS (8)%" x 1 %" WS15-GC DTT2Z IN STUDY2" 0 X 4 %2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ +/Z 0 x 4%2' EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 %2"IN (18)0.162"x2 Y2"IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS + Z ( + Z ( (NOTE 2) §8' 0 x 6" EMBED ANCHOR HTT45 " 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 %2' IN (26) 0.162" x 2 ''Y2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS " MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) §8' 0 x 6" EMBED ANCHOR 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%4' x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7�,0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 8„ 0 x 12" EMBED I ANCHOR N CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 ''/z" IN TRUSS (7) 10d x 1 ''/2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) 'W x 2 W TITEN (5) W x 2 'W TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 '/2' IN TRUSS (9) 10d x 1 '/2' IN TRUSS (11) 10d x 1 '/V IN (11) 10d x 1 '/2" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 '/2' IN (11) 10d x 1 '/2' IN STUD STUD (12)10dx1'/z"IN (8)10dx1Y2'IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER (NOTE 6) §8' 0 x 7" EMBED EPDXY PAU44 §8' 0 x 7" EMBED EPDXY HTSM20 (12) 10d x 1 ''/2" IN HTWM20 +TRUSS/RAFTER (4) /. x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1 %" IN (5) 8d x 1 %" IN ABU66 § " 0 x 7" EMBED EPDXY PAU66 § " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (N RT7AT (N DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1'/z" IN (5) 10d x 1'/z" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 11/2"" IN TOP PLATE (5) 10d x 1'/z" IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER 'W '/4' LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) x 2 TITEN (5)O" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS %4' x 2 ''/z" (1 (12) WS25 %:' x 2 '/2" + (4)%" x 1 W SDS SCREW 4 %<" x 1 %2' WS15 SCREWS () IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)'%" x 3" SDS SCREWS HGA10 (4) W x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS %a" x 1 '/2" SCREWS (4) '/a" x 1 W WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER '%" HGAMIOKT IN TRUSS/ RAFTER (4) W x 1 /. WEDGE BOLT (4) x 2%" TITEN SCREWS OR EQUIVALENT IN IN MASONRY L� MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2017-2018 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 '/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES Y4" 0 x 2'/V TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF W 0 x 1 -%" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING. 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. rn LEGEND 0 OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD N WSP WOOD STRUCTURAL PANEL WO SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR N CONT CONTINUOUS 00 O.C. ON CENTER 1' LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 '/" WIDE, UNO. O O (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 1/" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2' WIDE, UNO. ty SYS 42 PROPERLY RATED OPEN WEB HEADER M J INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS LL _- OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS LLJ INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J BOTTOM PLATE ANCHORAGE IS ''/2" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR Z SW SPECIFICATIONS) O STRUCTURAL WOOD BEAM Y STUD COLUMN KEYNOTE Q NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. O 2 2 STUDS U) W LU 2 ANCHOR NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS O TO MATCH WALL FRAMING SIZE AND GRADE, UNO. W ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN ~ BOTTOM OF STUD COLUMN CONNECTION 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL J 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 Q HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD U) 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD U 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION Z W 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. 0� NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP O O NON -BEARING HEADER FRAMING KEYNOTE 0) NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING ti u7 HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY ti LOADED CONDITIONS ABOVE d Z #2 SYP HEADER FRAMING KEYNOTE (2) 2,10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING (n W NUMBER OF JACK STUDS EACH SIDE OF OPENING Z U) DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER m IY ENGINEERED LUMBER HEADER FRAMING KEYNOTE W W (2) 9 %-' LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING Z 0 NUMBER OF JACK STUDS EACH SIDE OF OPENING Z HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) W DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 '/," WIDE UNO) HEADER FRAMING ° J LL 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. Z STAGGERED. 0 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . O 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. a- 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST U FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1-'/2" @ 16" O.C. OR 0 • DSP w/ (14) 10d x 1-''/2" @ 16" O.C. OR LL • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. _ U Z FRAMING NOTES 0 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S 2 SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET Uj SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W TABLE 2304.9.1. 0- 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. Q 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. W 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD Z O LLI W O H 1- LL C� O J O Z _ U W 1-- x Lu d E 0 0 W APEX -5;1 C tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 N >N 0 W JLV W w LLJ a z Z This item has been electronically signed and sealed by Russell T Dukes, 0 LLJ Z PE on the date and/or time stamp shown using a digital signature. W LL W Abbott Park Q LOT 001-01-A 0 W H Z PROJECT NO: W 0 2019.007593 LL O DRAWN: KG o CHKD: lid EAF U) W J Q U T c� �LL a if 0 '''n�'•. < O R 1 O P ��� INAL E�� �. Z � `` 02-13-2020 0 W co REVISIONS: No. Description Date ~ W U O Z O 0 ST=1 CMU/METAL CONNECTOR ENGINEERING¢ )ocuSign Envelope ID: 97DC3F7A-OB49-41F6-BB8D-6FF2235411OF 2019 V3.0 0 M iT Cl) 3'-0" 4' VERIFY AC CONI LOCATION W/ SITE PLAN PO UNDA rHO N PIA N 1/4" =1'-0" WHEN PRINTED ON 22"x34" (DO WIIS VARY PER-E"AMON) 70'-0" r T-0" r VERIFY AC COND q LOCATION W/ SITE PLAN T-2.D SIM 9"CURB i GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D. O O N u? N 00 14 O O N N M _1 LL LL J J z O tds t2 true design studios FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 3 Q 8"x8" DEEP THICKENED EDGE w/ (1) #4 CONT 12" DEEP FTG UNDER BOX COLUMN, FTG TO BE Op PROJECTED MIN 6" AS SHOWN W I— r u 16"SQx12" DEEP FTG ❑p w/ (3) #4 E DEEP FTG w/ (3) #EW U) U) I 30"SQx20" DEEP FTG w/ (4) #4 EW 36"SQx20" DEEP FTG w/ (4) #4 EW J m ❑48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP W G w/ (5) #4 EW, T&B ❑H AS SHOWN, SEE MASONRY Q NOTES ON ST-1 1 1/2" SLAB EXTENSION AT FULL ROUGH OPENING WIDTH U z W Co n O O O O ti d' u7 ti z W W z U) m W W _z (D z W 0 0 LL 0 O U Q O J LL Q U z w� O O z U W I— x W d Q X 00 0 O Q 0 O 7,lop& � LL U) O SA NITA RY ISO M EMIC O J O z U W H X W D_ Q v/ � LLI 0L -I z LLi LLJ O U) Q Z QO m > 0 0 Jw W LL Lu LL X Q 0 This item has been electronically LU signed and sealed by Russell T Dukes, Z PE on the date and/or time stamp shown using a digital signature. LL W Abbott Park Q U U) LOT 001-01-A o W z (D PROJECT NO: W 2019.007593 0 LL O DRAWN: KG o CHKD: u7 EAF co W J Q U Z S 0=aftned Iff: 3: ilk. = o F.. cq .�'�.-61fjQe4-' 1S44C�., '�i,SS/0 N M- 3: 02-13-2020 p W REVISIONS: No. Description Date ~ W J Q U 0 z O ST=2 CMU/METAL CONNECTOR ENGINEERING¢ ocuSign Envelope ID: 97DC�F7A-OB49-41F6-BB8D-6FF2235411OF 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH — a — — - (MAX 20" a ° 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION Z) CONCRETE SLAB W/ 6x6 2 W1.4 x W1.4 WWF OR U o FIBERMESH rn O —° — — — — — SEE ARCH N >; CONCRETE SLAB W/ \ \ \ \ \ o (MAX 16") 6x6 W1.4 x W1.4 WWF \ \ \ \ \ \ O OR FIBER MESH /�///�/r�/r\/��/ N 8" CM U CHAIR �\ \\ o �\ /\�/ / / // / / PEX TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. VAPOR BARRIER//\ ° ° �/� 12" MIN\\�\ \\� \\\� � 0 N Q Q O FOOTING TO BEAR ON / i (ti 6" OPT. EXTENSION IN BRICK VAPOR BARRIER W X FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN N U) Q 12" UNDER 1 STORY WALL w! M #4 OR #5 VERT REINFORCING / //\\//\// \� (2) #5 OR (2) #4 CONTINUOUS BAR IN BRADDITIONICK LOEDGE NO. 5 LL UP TO 3 COURSES: 72" O.C.\\\\\\\ 16" UNDER 2 STORY WALL w! 4 TO 5 COURSES: 48" O.C. // / / /r// , W \\/ (2) #5 OR (3) #4 CONTINUOUS t S true design studiosCj) � MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O ADDITIONAL #4 OR FOLLOWING OCCUR: U 9000 REGENCY SQUARE BLVD. FOOTING TO BEAR ON FIRM #5 . //�\ r\' #5 IN BRICK LEDGE • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" UNDISTURBED SOIL a GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 wi 4" OPT BRICK LEDGE FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O VERTICAL REINFORCEMENT PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. O _0TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN O CAST -IN -PLACE FOOTING SPECS CONCRETE SLAB w/ 6x6 LU 07 W O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH ~N 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT UsHOMON' O \-- -- ° 2 STEMWALL SECTION \�\\/�\r�\r\\/r\\//\° ° ° ° ° ° / \//\\ - \,\\,�\ N J r 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK ° / m FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 /\ W COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 16„ VAPOR BARRIER 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 0 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 3 BEARING WALL FOOTING SECTION z W (D W CONCRETE SLAB W/ 6x6 0� W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O _ SEE ARCH di 0'-0" A.F.F. a a \° DETAILS ~ (BEYOND) A/\/ ° \ ° — — a —° LO >= FLOATING CONCRETE _w U-BLOCK W/ \ \ ,� 8" MIN /� / O VJ SLAB W/ 6x6 W1.4xW1.4 U (1) #4 OR #5 a /�/ W WWF OR FIBERMESH > Q CONT \\/ ;, / z y w U) 8"x8" THICKENED 8" U� � 0 FINISH FTG AT W Q O GRADE VAPOR BARRIER � h / / U STEP-DOWN, SEE Z Lr, \\/\\ j\\\ PLAN z LU N CURB STEP SECTION_ m W O U) \\ . #4 OR #5 VERT REINFORCING ///\///�//r / W Q UP TO 3 COURSES: 72" O.C. \ \\/\\/ W 4 TO 5 COURSES: 48" O.C. / ° 8" UNDER MASONRY WALL z O \ ° o—o 6" UNDER WOOD WALL Z Q CONCRETE SLAB N/ > Q • ° 6x6 W1.4 x W1.4 WWF W Q AR N FIRM r\ OR FIBERMESH VARIES� SEE ARCH J FOOTING BE O ADDITIONAL #4 OR _ _ ° — 4-4— 1 (MAX 16") L� UNDDISTURBED SOIL #5 IN BRICK LEDGE ° °° O LIJ X VERT REINFORCEMENT TO / //% >/'x \/�%` \ // ////�//�//\//\/\/\ r- HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE \-��\\�\ 12" MIN. / / Z \\ \\ \\ \\ \\ NOTED ON FND PLAN \// a \/ '// �/ \//\//\//\//\//�� O z CAST -IN -PLACE FOOTING SPECS VAPOR BARRIER �// � 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT y �\ Q 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT / / / 6" OPT. EXTENSION IN BRICK This item has been electronically FW O — LOCATIONS ON FND PLAN signed and sealed by Russell T Dukes, Z d PE on the date and/or time stamp TSETMWALL CURB SECTION O shown using a digital signature. 12" UNDER 1 STORY WALL w/ 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U W BAR IN BRICK LEDGE — FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 Q COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 16" UNDER 2 STORY WALL w/ 0 2 #5 OR (3) #4 CONTINUOUS Abbott Park MAY BE OBTAINED FROM THE ENGINEER OF RECORD. () W Q 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY O 0 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. GARAGE EXT WALL CURB SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 001-01-A Q FOLLOWING OCCUR: W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Q . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z_ z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY _0 PER T-O" HORIZONTALLYfO PREVENT EROSION OF SOIL. (A O PROJECT NO: LLI CONCRETE SLAB W/ 6x6 1 2019.007593 W1.4 x W1.4 WWF OR O LL FIBERMESH z DRAWN: O CONCRETE SLAB W/ 6x6 0'-0" A.F.F. SEE ARCH U KG o _ _ _ (MAX 20" (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH ° a ° ° , DEEP) LU CHKD: LO MINIMUM 24" (1) #4 OR #5 90' BEND @ 48" O.C. / \/\/\ ° ° — a X EAF Cf) W W -j VARIES PER 36" MAX ARCH PLANS 4" EXTENSION X U \\//\//\\/�\/�\/�\ i UNDER BRICK VENEER Q ,`���� ��" Ti Z),,��� U) VAPOR BARRIER 12" UNDER 1 STORY WALL } i� J C E N t� \\\\\\ \ 12' MIN FOOTING TO BEAR ON FIRM w/ (2) #4 OR (2) #5 CONT Q; '��. F •S VAPOR BARRIER m Z Daftned E3y; UNDISTURBED SOIL 16" UNDER 2 STORY WALL Z yrr \ ; w/ (3) #4 OR (2) #5 CONT 6" OPT. EXTENSION -- —— IN BRICK LOCATIONS BEARING CURB STEP SECTION 0 % - T'.^_;_ ON FND PLAN 12" UNDER 1 STORY WALL w/ ~ �'� Q � ' 444.. ADDITIONAL NO. 4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS Q �'� is BAR IN BRICK LEDGE z �J''fiS/0N M- Er.�`�% 16" UNDER 2 STORY WALL w/ -- TYPICAL REINFORCING ���1�11�{i>f�� (2) #5 OR (3) #4 CONTINUOUS BARS AT THICKENED FOOTING, SEE PLAN O 02-13-2020 Q F- W 1 MO LOT FOOTING SECTION - 36" MAX DEPTH i _MIN 2a° LONG #4 OR #5 U REVISIONS: W .. I BAR SET AT MID -DEPTH NOTE . IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE OF SLAB, TYP ALL F- "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG RE-ENTRANT CORNERS Q No. Description Date W DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE L — — — — — — — — — _ — J STEEPER THAN 1'-0" VERTICALLY PER T-O" HORIZONTALLY, CONTRACTOR HAS — — — TWO CHOICES: W 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION — — — — — — — — — — — — — O f- 2. USE SOIL.STEMWALL FOOTING HOUSE SLAB Z z 2 0 RE-ENTRANT CORNER DETAIL U o W (RECOMMENDED) (- PLAN VIEW, DETAIL TYPICAL @ ALL W ST=2mD RE-ENTRANT CORNERS CMU/METAL CONNECTOR ENGINEERINGa 3ocuSign Envelope ID: 97DC3F7A-OB49-41F6-BB8D-6FF2235411OF N I 0 7' M 6'-8" M. 5'-4" ,, 4'-8" LEI 7'-0" 1'-4" I. 8'-0" L 4'-5" T-5" 6'-8" )< _ 6'-8" 6'-8" 5'-0" 6'-8" L 6'-8" L 6'-8" y T-0" 1 ST IEVEL DO W EL PIA C EM ENT PIA N 1/4" = 1'-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 DOWEL LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 36" LAP REQUIRED, TYP AS SHOWN Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN [� OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Do NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) i 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 I U M E Ik O °' U 0 N O O O APEX N U a0 N o � rn N M � U_tds +✓ W J J true design studios a) z O U 9000 REGENCY SQUARE BLVD. c Q SUITE 100, JACKSONVILLE, FL 32211 —� O O � W � > RHOMON' a�i rn 0 o J t N m W Q � z W 0 W fY O O O O ti LO ti O Q 07 z U)w W W z_ W zw m LU o U) W w z Q o w m > 0 0 o _ C� w wit 2 O w x X z O QLL�- z I-_ Q O o O a- This item has been electronically signed and sealed by Russell T Dukes, PE on the date and/or time stamp LLI Z fY O shown using a digital signature. W a. U w Abbott Park W Q O L1_ Q LOT 001-01-A U W o w z z _ O PROJECT NO: LLI j O 2019.007593 u- z O LINTEL SCHEDULE LINTEL NO. CLEAR SPAN I LINTEL DESCRIPTION COMMENTS L-1 16-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 3'-0" 8U8 L-3 2'-0" 8U8 L-4 6-0" 8F-16 L-5 8'-0" 8F-16 8080 SGD/ REAR PORCH L-6 91-0" 8F-16 REAR PORCH L-7 11'-8" 8F-16 REAR PORCH L-8 P 4'-8" 8F-12 FRONT PORCH DRAWN: KG U o CHKD: LU LO EAF x W W CL Q U -� L T co , /GEN*�- i W alla cuwnned = < <S• Q 4 i 444.. � QQ O 02-13-2020 Q W U REVISIONS: ULI Q I No. Description Date w U) _J Q >- U O H z Z = O U 0 w H X w ST=3 a CMU/METAL CONNECTOR ENGINEERING¢ 9ocuSign Envelope ID: 97DC3F7A-OB49-41F6-BB8D-6FF2235411OF 1st IW EL RO OF FRAMING PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"04" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. ALL RIDGE BOARDS TO BE 2x8 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 O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 2xl2 12" 15'-5" 19'-11" 23'-9" 26-0" 16" 13'4" 1 T-3" 20W" 22'-0" 24" 10'-11" 14'-1" 16-10" 19.4. 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" 234" 26-0" 24" 9'-10" 15'-6" 20'-1" 2T-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 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: 12x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON i LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS Y4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED PT 2xl0..... (2) ROWS Y4" 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS Y4" 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 ''YV LONG #14 WOOD SCREWS PT 2x8...................................(5) Y4' x 4 '%" LONG #14 WOOD SCREWS PT 2x10.................................(7) ''Y4' x 4 W LONG #14 WOOD SCREWS PT 2x12.................................(9) ''Y4' x 4 W LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 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 d i Y O O N LO N 00 mot' O O N N cM J IL W _1 J z O O Y U Q O O W F=- U) 0 J m W Q C'! U) z W W W O O O rn ti ti z W z (/) D m Qf W W z CD z W fY 0 LL _O t-- Q_ O U Q O J IL Q U z O J z U W X W Q X m 0 z O W Q z U) O ILL I) C7 O .J O U W H X W a- I I- tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 tm JLI.J LLI W LL! x Q LL z O This item has been electronically signed and sealed by Russell T Dukes, � Z PE on the date and/or time stamp shown using a digital signature. (� d tL W Abbott Park Q U w LOT 001-01-A o W Q z U) PROJECT NO: W 2019.007593 0 LL DRAWN: O KG o 0 CHKD: EAF U) W J Q U `% c�5 l✓,rr cmftniad 1 + yv ` - < ,•��Q �' ' 444.. 02-13-2020 W REVISIONS: LIJ 170 ST=3A I- W J Q U U) z O CMU/METAL CONNECTOR ENGINEERING¢ )ocuSlgn Envelope ID: 97DC3F7A-0B49-41F6-BB8D-6FF2235411OF U TYPICAL ROOF DECK 0 ri > SHEATHING. SEE TABLE 2: 2x NO 2 SYP BLOCKING TO FIT TIGHT WOOD STRUCTURAL PANEL BETWEEN TRUSSES, (3)10d TOE -NAIL @ N, SHEATHING REQUIREMENTS EACH END, BLOCKING MAY BE OMITTED ON SHEET ST-1. FOR HEEL HEIGHTS < 9" — TRUSS OR RAFTER TO BOND 3/4" BETWEEN TOP OF WOOD PANEL FOR MISLOCATION Ya"<X<11z" FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. BEAM W/ META12 OR W AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d HTA16-18 W/ MIN (7) 10d x 1'/z" w (1) #5 BAR CONT. IN TRUSS (NOTE: IF META12 Q g MIN %" EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 1Y�" <X OR HTA16-18 IS IMPROPERLY W HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST a INSTALLED, ATTACH TRUSS DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F CE J . TO BOND BEAM W/ HTSM20 Q < VERTICALS, ATTACH TO TRUSSES AND o (1) #4 OR #5 BAR AT CORNERS OR HTWM20) BLOCKING W/ 10d @ 3" O.C. Z WITH MIN. 25" LAP ,/ t ' —— — . ` PROPERLY WIND LOAD RATED SOFFIT \D MOISTURE MATERIAL CONTINUOUS @ PERIMETER. BARRIER BY I ° SEE DESIGN CRITERIA AND LOADS: C&C TRUSS TO TOP PLATE MIJ MOISTURE BARRIER C OTHERS DESIGN PRESSURES ON SHEET ST-1. W/ H2.5T OR RT7AT, BETWEEN MASONRY AND I PROPERLY WIND LOAD RATED I TRUSS OR RAFTER TO BOND BEAM W/ o 17 Vo OR SDWC15600 NON -PT LUMBER BY OTHERS SOFFIT MATERIAL N) COURSE META12 OR HTA16 18 W/ MIN 7 1 -() 10d x LIND ON PLAN I CONTINUOUS @PERIMETER. CMU BOND I 1'/z' IN TRUSS NOTE: IF META12 OR VERT. REINFORCING T SEE TABLE 1. COMPONENT BEAM W/#5 ( 8" CMU BOND BEAM HAVE 10" STANDARD AND CLADDING DESIGN CONTINUOUS HTA16-18 IS IMPROPERLY INSTALLED, POURED CELL HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1. ATTACH TRUSS TO BOND BEAM W/ FROM BEAM T� I HTSM20 OR HTWM20) • EVERY OTHER STUD TO TOP PLATE I (1)COURSE CMU BOND I MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM W/ SP2 OR SPT24 OR SDWC15600 - BEAM W/ #5 CONTINUOUS BLOCKING NOT SHOWN FOR CLARITY MAX32"O.C. I I AT CORNERS • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x— NO. SPF OR BETTER @ MAX 16" O.C. '/" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR WEDGE BOLT W/ MIN 4%" EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES 'EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. ■ INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). INTERIOR LOAD BEARING WALL EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 25" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) WALL SECTION AT ROOF ( RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS ALTERNATE WALL SECTIONS & TYPICAL DETAILS GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. DIST. FROM DOORJAMB MIN. SCREW DIST. FROM DOORJAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH :4' OR 11/4' PER MANUF, 3" 5" 11 3 4„ 37 s 5„ 115116 33/4„ 3 %4„ 6„ 2 34" 33/4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS W DIA. @ 30" O.C. STAGGERED • (2) ROWS %s' 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 o ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED %:') 1x_ PT NAILER BUILT UP 2X_ATTACHED TO MASONRY, (1) PLY 1 x_ OR �d OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DO O U O O 04 ? O M O APEX v N O Q Ca CV M Zz J LL W tds Q -C L _J J true design studios �i � (D O U Q 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O O p 4-, W H RRHOMON' m W U) s U Z W W W O CD CA I' ti O Q Cn Z w � � N W 1..� W W —� z w W 0 U) m W Q W W Z Q 0 ORNVINDOW JAMB TO BLOCK w m � 0 o OPENINGS, UNO) Q w w W 'd' w X LL T1_ Z Q O Z O 4 0 O This item has been electronically LU signed and sealed by Russell T Dukes, Z I L PE on the date and/or time stamp 11' shown using a digital signature. lY O a U W p W Abbott Park Q O U J [n LL LOT 001-01-A o Q W U Q Z_ Z OPROJECT NO: W J 2019.007593 O U- = DRAWN: O U KG IS, W CHKD: Lo EAF co X W W Q U Q` 1111 a tr#1ii U) 0muftned key: 3: Z Q C) SAT . - F_ • L[I �44/, � A' •��q��'�S44C�.. cn O N A1j jtj �ot Q O 02-13-2020 p 1= W U REVISIONS: U_ :- No. Description Date W U) J Q >- U C'3 U) O �- Z Z = O U W H X W ST=5 CMU/METAL CONNECTOR ENGINEERINGa oCuSign Envelope ID: 97DC3F7A-0B49-41F6-6B8D-6FF2235411OF MOISTURE BARRIER BY OTHERS UPLIFT CONNECTION PE TYPICAL WALL SECTION TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2; A 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) ROOF DECK ROOFTRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN 8'-1" ABOVE F.F.E. TOP OF GARAGE DOOR Y 6-1" ABOVE F.F.E. 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. 0'-9" ABOVE Aill F.F.E. TOP OF CURB F.F.E. M 4.OF OPENING 2x6x12 I CENTEI %" DIA. ANCHOI 2x6 PT TOP ��.. . 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) �8" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 ''/z" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/2' x 416" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL PRE -CAST LINTEL #5 CONT. PER PLAN (1) #5 BAR AT CORNER W/ MIN. 25" LAP N Z VERTICAL BARS TO EXTEND TO #5 CONT. TOP OF WALL AS SHOWN. MIN ° 6" BEND INTO BOND BEAM TOP OF WALL ° FILL BOTH LINTELS SOLID ° W/ CONTINUOUS POUR t---�------------ ----- --- v I I I I I I PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS I I � I LINTEL REINFORCING AT CORNER II II I I I — —J—-------- ---- ------------ I I I I I I I I I I BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE FASTEN ROOF DECK TO I PRECAST LINTEL SEE OR FLATWISE) FRAMING @ 3" O.C. ON EDGE, SEE PLAN PLAN TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING 6" O.C. IN FIELD WITH 8d BETWEEN TRUSS TOP CHORDS W/ RINGSHANKS (3) 10d COMM NS EACH END ROOF DECK I I I EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO 2x4 SYP OUTRIGGER @ 24" O.C. LAP WALL REINFORCING AS CLIP TO GABLE TOP CHORD WITH SHOWN. (1) H2.5T w/ (10) 8d x 1 8, MIN (2) SOLID FILLED & 2x4 NO.2 SYP BLOCKING BETWEEN PROVIDE PANEL OUTLOOKERS. FASTEN EACH I I REINFORCED CELLS W/ N0.5 VERT. BAR ADJACENT TO EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d I i NON -DROPPED GABLE COMMON @ 3" O.C. I GARAGE DOOR OPENINGS. FASTEN 2x6 N0.2 SYP I i I DIAGONAL BRACE TO NO.5 VERT. BAR IN FILLED BLOCKING w/ (6) GABLE TRUSS CELL AT EACH END OF PIER 10d COMMONS I 2x6 NO.2 SYP DIAGONAL BRA I i NO. 5 DOWEL TO MATCH EACH SEE PLAN WALL SHEATHING PER PLAN I I SOLID FILLED & REINFORCED • UP TO 8FT SINGLE 2x6 ONLY CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE L OR T BRACE VERTICAL W/ MIN 25" LAP UNLESS NOTED REINFORCEMENT PER OTHERWISE ON DOWEL & LINTEL TRUSS ENGINEERING PLACEMENT PLAN. MIN 6" BEND FASTEN 2x6 NO.2 SYP I AT BOTTOM. "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. MOISTURE BARRIER SHALL BE I I I� I I CONCRETE 8'4" OR AS SHOWN ON PLAN PROVIDED BETWEEN MASONRY I FOUNDATION WORK AND ALL UNTREATED LUMBER TOP OF FINISH PER PLAN FLOOR SLAB I GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 '%" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR BEAM W/ HTSM20 OR MSTAM36) / FROM DIAGONAL BRACE TO CMUI X/ X / \ \ \ I I I \ \ MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS \ \ \ GABLE ANGLE BRACING DETAIL W/ HGAM10 c > \ \ \ \ 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG OL OVERHANGS O ON -DROPPED GABLE TRUSSES W 12" OR S GARAGE SHEAR PIER O O 0 APEX U (ll 2 O N O� � t6 N N U W tds J N 5; truce design studios Z TRUSSES NEEDING BRACING O U 9000 REGENCY SQUARE BLVD. LATERAL BRACING -MULTIPLE TRUSSES Q SUITE 100,JACKSONVILLE,FL32211 Cn 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 CD :3CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS CY NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). DiRsHOMON' 0 5. DESIGNED PER BCSI-B3, 2007. 0 J + t m W _" MAX _" MAX =" MAX _16" MAX =" MAX T" MAX w J 0 w U CO w w U Q 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 CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING T OR L SCAB SIZE CLR 2x4 1 ROW 2x6 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2 ROWS 2x6 (1)2x8 2x8 2x6 (2)2x6* Q U W 0 W W O O O O SINGLE TRUSS BRACING PIL � 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN t` ^ ALTERNATIVE WEB BRACING METHOD IS DESIRED. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. Z (D „ A V J W 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND BE W GRADE AS WEB TO BRACED. LU J LU m Uj z 0 Vi W LU W W Q Z Q O 0 W o W JW W w O W x J - r- z O Z BOND BEAM _ ~ 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 0ll 81.18 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 REINFORCEMENT w (SEE WALL SECTION) irf This item has been electronically LU O signed and sealed by Russell T Dukes, 0 a PE on the date and/or time stamp Z w FILL SOLID TO BOND BEAM O shown using a digital signature. d cUn U U— wui Q — LINTEL REINFORCEMENT J Of Abbott Park O 0 LL 8 F -1 - # DEPTH OF LINTEL ASSEMBLY "d" Q LLI LOT 001-01-A � C~ #5 BOTTOM BAR TO EXTEND U Z NO LESS THAN 1" BEYOND Z BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W 8" PRECAST LINTEL. SEE PLAN. O 2019.007593 L- O Z DRAWN: � 8F1-#-# U KG o CHKD: EAF WCL J U Q `��tttt a 7' D (n � Oc�Stgned key: � Z * 0 O _ • (r , :< l • ATF .zv �•' � • Q �4 3441.. i O 02-13-2020 Q I_— W U REVISIONS: Lli TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W U) J Q � U O I— J 0 Z Z O U 0 W H X w ST=6 a- Q CMU/METAL CONNECTOR ENGINEERING ,