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HomeMy WebLinkAbout8100 Wheat Stone Drf rb STRUCTURAL SHEET NO. I SHEET NAME - --- - - - - -- - — -- - - - __ ST-1 STRUCTURAL SPECIFICATIONS ST-2 I, FOUND—ATION PLAN _ — ST-2.D FOUNDATION DETAILS ST-3 ! 1 st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS DR HORTON A4DB DELRAY ELEVATION A Abbott Park, LOT 001=02mA ELECTRICAL SHEET NO. ISHEET NAME E100 1st LEVEL ELECTRICAL PLAN @XP►M NER PION ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA $UIi-DING CODE, NATIONAL ELECTRIC CODS, AND THr CIT`�' OF ZFPHYRHILLS ORDINANCES 6 ( ov LA)L sY 44 , 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 - PLUMBING2017 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 VOLUMES ,CONDITIONED AREA 1 st Floor 18982 CF F oor2034SF Grand total 18982 CF 2034 SF UNCONDITIONED AREA Garage ---- 459 SF Entry 128 SF'___ Lanai 218 SF _ 705 SF - Grand total _ _ `2739 SF O U O 0 0 APESCID am N co tJi LU t s J N true design studios z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O_ • O 'O O W BORIHO90N ~ A � m W C1 � U z W O w w 0 O 0 rn r` 14, LO rl- >= Z Q v, U) Qw W CK z w LLJ O LU 0W Q z > o z w o w ,� w o p —� Lu w O x LL LL z Q O z ~ O w F- a z O a U W `t w Abbott Park Q O U J . _ __. _. — cn U_ LOT 001-02-A 0 Q w z z 0 c� U) O PROJECT NO: w j 2020.001718 LU. z DRAWN:--- RAWN:— - — O v KG o wGHKD: U') JAC U) w w Q Q X U U) m z_ c z 0 O w U) 2 O Q z z rA _O 02-25-2020 I- W co U REVISIONS: U_ - - - m Q No. Description Date w (n J O---- - - ~O z - - z U w X W 0000 a __ Q ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE r METER _ MAIN DISC. -- -- 150 OR -- 200 AMP UNDGND SERV. BY POWER CO. Footer Re -Bar (sized according to foundation plan) p I - m #4 awg CU bare w/ 10' stubbed iI outside of slab at service a . location. Connect to Footer steel I' - 1 w/ (2) ground clamps 5' apart j j �d -- V 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. #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL - INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV 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 / 2 = 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 GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, • ALL CONSTRUCTION SHALL MEET THE LATEST COLUMNS AND TRIM SHALL RECEIVE A SAND EDITION OF CODES ADOPTED BY THE LOCAL FINISH. SEE ELEVATION FOR DEPTH OR RAISED GOVERNING AGENCIES BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND • PER FBC R302.5 NO OPENINGS FROM A PRIVATE ' WINDOWS AND DOORS MAY BE OPTIONAL PER j i GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING COMMUNITY SPECS - SEE COMMUNITY AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, SPECIFICATIONS OR CONSULT THE INSULATED STEEL OR 20 MIN. FIRE RATED DOORS CONSTRUCTION MANAGER. ALL BANDING SHALL NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED RECEIVE A SAND FINISH ! WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING • ROOF COVERING SEE COMMUNITY SEPARATING THE GARAGE AND DWELLING SHALL BE SPECIFICATIONS OR CONSULT THE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH CONSTRUCTION MANAGER. SEE STRUCTURAL_ SHEETS FOR SHEATHING REQUIREMENTS MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO FLASHING SHALL BE INSTALLED AT WALL AND OPENINGS INTO THE GARAGE ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN PER FBC TABLE R-302.6 GARAGE SHALL BE ROOF SLOPE OR DIRECTION, AND AROUND ROOF SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ OPENINGS MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE • WINDOW PAN FLASHING SHALL BE IN WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE ACCORDANCE WITH FBC R703.8 SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A • WALL HEIGHTS VERIFY ALL BEARING WALL FLOOR -CEILING ASSEMBLY. ANY STRUCTURE HEIGHTS WITH FINAL TRUSS LAYOUTS SUPPORTING THE ASSEMBLY SHALL BE PROTECTED — W/ MIN 1/2" GYP BOARD —I • LATH PER FBC R703 7.1, LATH AND LATH ATTACHMENTS SHALL BE OF • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION CORROSION -RESISTANT MATERIALS EXPANDED -- METAL OR WOVEN WIRE LATH SHALL BE WHERE THERE IS USEABLE SPACE BOTH ABOVE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE AND BELOW THE CONCEALED SPACE OF A NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE 7/8--INCHLONG (22 2 MM), 16 GAGE STAPLES, INSTALLED SO THAT THE AREA OF THE CONCEALED SPACED NOT MORE THAN 6 INCHES (152 MM), OR SPACE DOES NOT EXCEED 1,000 SQUARE FEET. AS OTHERWISE APPROVED DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND • PLASTER PER R703.7.2, PLASTERING WITH INSTALLED PER FBC R302.12 & R302.12.1 PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED THAN TWO COATS WHERE APPLIED OVER FLOOR SURFACES LOCATED MORE THAN 30" ABOVE MASONRY, CONCRETE, PRESSURE -PRESERVATIVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS TREATED WOOD OR DECAY -RESISTANT WOOD AS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 SPECIFIED IN SECTION R317.1 OR GYPSUM OPEN SIDES OF STAIRS WITH A TOTAL RISE OF BACKING IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE FACING MATERIAL OR IS COMPLETELY SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT CONCEALED, PLASTER APPLICATION NEED BE MEASURED VERTICALLY FROM THE NOSING OF THE ONLY TWO COATS, PROVIDED THE TOTAL TREADS THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN . PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT SIDES OF STAIRWAYS, RAISED FLOOR AREAS, EXTEND BELOW, LATH, PAPER AND SCREED. THE BALCONIES AND PORCHES SHALL HAVE PROPORTION OF AGGREGATE TO CEMENTITIOUS INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES MATERIALS SHALL BE AS SET FORTH IN TABLE WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" R702.1(3) OR MORE IN DIAMETER WEEP SCREED PER R703.7.2.1 A MINIMUM II 0.019-INCH (0.5 MM) (NO 26 GALVANIZED SHEET . PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES GAGE), CORROSION -RESISTANT WEEP SCREED OR OR FENCES CONTAINING OR FACING HOT TUBS, PLASTIC WEEP SCREED, WITH A MINIMUM SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR (89 MM) SHALL BE PROVIDED AT OR BELOW THE SWIMMING POOLS WHERE THE BOTTOM EXPOSED FOUNDATION PLATE LINE ON EXTERIOR STUD EDGE OF THE GLAZING IS LESS THAN 60 INCHES WALLS IN ACCORDANCE WITH ASTM C926. THE MEASURED VERTICALLY ABOVE ANY STANDING OR WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES WALKING SURFACE, SHALL BE CONSIDERED A (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A HAZARDOUS LOCATION. G.C. TO VERIFY IF TYPE THAT WILL ALLOW TRAPPED WATER TO HOMEOWNER SELECTS ANY OF THESE ITEMS DRAIN TO THE EXTERIOR OF THE BUILDING. THE LISTED. IF ANY OF THESE ITEMS LISTED IS WEATHER -RESISTANT BARRIER SHALL LAP THE iNSTALLED, SUCH GLAZING FACING THOSE ITEMS IS ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL TO BE TEMPERED COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED . PER FBC R312.2, PROVIDE WINDOW FALL • WATER -RESISTIVE BARRIERS PER R703.7.3, PROTECTION IN ACCORDANCE WITH R312.2.1 AND WATER -RESISTIVE BARRIERS SHALL BE INSTALLED R312.2.2 AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL GAS OPT. PER COMMUNITY. VERIFY WITH BLDR INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. C.J. = RECOMMENDED MASONRY CONTROL JOINT THE INDIVIDUAL LAYERS SHALL BE INSTALLED LOCATION INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE AND DOOR FLASHING, TAPING AND SEALANTS TO BE WATER -RESISTIVE BARRIER IS DIRECTED INSTALLED PER BUILDER PROVIDED BETWEEN THE LAYERS SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS !I • 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 O U 0 CY 0 p APEX s 00 N rn (1) cri tV cM LJ,L, J tds J � Irate design studios O Y 4- U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 CA 0 W RHOMON' 00 W C'1 � L) Z W W w 0 0 1�- >= 0 ti a U) Z 1 � 1 (1)w Q W L_L.1 w W J z w 00 W O w w W QW Z_ 0 > Q d w m w 0 0 J w W X J - Z i— O ZO Q 0 0: H 0- Z O o_ U w Q w Abbott Park Q 0 U- LOT 001-02-A o U Z Z 0 (n OPROJECT NO: W 1 2020.001718 0 O DRAWN: - O U KG o w CHKD: LID JAC x w w Q U Q � fn 0}I] Z_ 0 ?� Z 0 O w Cn 2 O Z Z 3: U) Q O 02-25-2020 0 1=- w U REVISIONS: Q No. Description Date w w � J -- _ >- U to O I— Z _ Z = O U � w X w AOOO 0- v A s N in • 9'-4„ 1 -4 ,, -- - 8--0" I I { I 0? { I zo I I I Io �00 19 I I - il _ - OUTDOOR _ LIVING I I 9'-4" CLG I I i I I co I I i i I ! I _ 8'4- il o ! I _- Ln Ln w oc = LU w= �_—_—_— of O N - Lf) W m N VERIFY AC COND LOCATION W SITE PLAN - �01 70'-0" 21'-2" 5'-0" 2'-8" 3--6" T-4" 25'-2" 2020 FX HB 2020 FX 2020 FX 8'- 0" H.H. 8'- 0" H.H. 8'- 0" H.H. - 1140 - O O 3 SHS - PANTRY = 143 9'-4" CLG cN 19 KPIO HEFT N / -106.p 6) 9'-4" CLG = 130 142 2'-8" 2'-4" Ln 0 0 DINING M I N oo 9'-4" CLG 10-11 —'L - - — — — — — — — — °0 i1081 ~ 12'4' 0 (7 a N c O GW 0 F- 0 M 00 V 4'-10" -_ { 21068 O W NERS SUrIE 9'-4" CLG 1 s_t IEVEL FIB O R PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 59'-10" 1 V-2" 2'-4 1 /2" 5'-3 1 /2" 10" 2'-4" 11'-8" r-- - - 25'-2" -- --- ---- -.4e T-5" 4'-3" 2'-2" 13'-6" 7 T-0" 4'-6" -- 6-0„ 5, Y �o I ao FOYER A,_ _ - - ]ENTRYj o00 I 9 -4 CLG 9'-4" CLGI �n 6'-10" 8" 6'-4" 8" 9'-2" q - N GRIFATROOM 9'-4" CLG 0 12'-2" 0D 8'-2" I k 71 120 . •• �r� I - : i 5'-10 1 /2" 3010 FX TEMP 8'- 0" H.H. I I I I I 5'-3 1 /2" II 105 - v � / 0 � CD N � CV �� 162 9 -4 CLG v IAUNDRY 1 9'-4" CLG 2868 - - oo LID MEC H 8 1 /2" 1 �9=4"�LG _ o 21'-0" 1 2106 I _ I I� X \ i N I I LID GARAGE 9'-4" CLG 70'-0" WH �[1601 I FlEx 161 9'-4" CLG 00 i� ICA N 3052 SH TEMP EGRESS 8' - 0" H.H. VERIFY AC COND I LOCATION I W/ SITE PLAN I i I 26'-10" 11'-4" 2'-8" 21'-6" HB 00 FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED O 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) O cy 103 - HIGH HALF WALL WITH CAP LIDAPEX 104 - DO DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) t� 105 - INTERIOR FLAT HEADER at 8' U.N.O. OR (SEE PLANS FOR WIDTH) O N 106 - INTERIOR ARCHED HEADER (from T-4" to 8') 0 (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE N 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW ch 109 - 36" HIGH HANDRAIL U- 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID COREtds -OR- 20 MIN FIRE RATED w 111 - ATTIC ACCESS - SIZE AS NOTED true design studios 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. Z (SEE PLANS FOR WIDTH) O 120 - RECESSED TILE SHOWER - SIZE AS NOTED Y 9000 REGENCY SQUARE BLVD. 121 - TILE SHOWER WITH CURB - SIZE AS NOTED (.0 122 - VIKRELL BASE SHOWER - SIZE AS NOTED Q SUITE 100, JACKSONVILLE, FL 32211 '� 123 - TUB R.O. 5'-0 W O 124 - GARDEN TUB - SIZE AS NOTED o 125 - TEMPERED GLASS SHOWER ENCLOSURE LUcn 126 - TEMPERED GLASS SHOWER ENCLOSURE w ON 42" H 1/2 WALL w/SLP TOP F- 127 - SHOWER SEAT AT 18"x18"x20" RHOMO N' a)128 - SHOWER BENCH 129 - LAUNDRY SINK Aa 1 r 130 - SINK -i m 140 - OVERHEAD CABINET � 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHEREd- 143 - RANGE WITH MICRO HOOD 144 - COOKTOP (0 si 145 - DOUBLE OVEN U 146 - WASHER - OPTIONAL Z 147 - DRYER - OPTIONAL w U 160 - INSTALL MECH PROTECTION PER CODE LU 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 0 180 - EXTERIOR HEADER It (RE: ELEVATION) L >= 181 - SYNTHETIC STONE VENEER O r^ Z w U) w LU W J z w CIO LLJ O try LU w Q w ZQ O _ (D > Q Q Z w o LU w LU 0 0 w w O LJL X Z Q �- O Z H 0 w I"" CL Z O a U U- p w Abbott Park Q Q LOT 001-02-A o H Z_ Z 0 CD LU O in PROJECT NO: LU 1 2020.001718 ILL Z DRAWN: - O v KG o LU CHKD --_T LO JAC co X LU LU Q U Q U) 07 0}0� ZLU IJ Z O � w � U Q Z Z O 02-25-2020 H w U REVISIONS: Q No. Description Date w � J 00 - --- H IO Z -- I z = O U w x A110 W a. Q ELEVATION KEY NOTES UWr El"A MO N 1/8" = V-0" WHEN PRINTED ON 22"x34" 6" 6" n '1 DDC O DRAIN MRS A200 1 1/2" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION Area _ HIGH LOW VENT # VENT RATIO PROP HIGH ILINEALF1 PROP LOW 2738 SF 657 in 657 in2 ] 5 �_19 5 575. _1 160 1470_4 (TYP) RO0FPIAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" RIG M 11"A MO N 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12 1st LEVEL BRG 1st LEVEL BRG g. 4, -- -- - - 1 st LEVEL FIFE -_ ' = _ 1 St LEVEL FIFE - 220 RFAR19"A"11ON 1/8" = 1'-0" WHEN PRINTED ON 22"x34" (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 A0W 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(TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1 " PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. 262 - 1 "x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. c OF LIGHT TO BE 6 4Y' A-F.F. U.N.O. BUILDING HEIGHT (AFF) HEIGHTUABV GRADES _ _ _ _ _ _ _ _ ._ _ _ _ .. -._ . BUILDING HEIGHT (AFF) 17' 11 7%8" 18' - 7 7/88" 17' 11 7%8" 1� A200 12 5 ---12661 �� - _ / 1221', 201 - 2604' 1st LEVEL BRG 1s4LEVEL BRG - --- - - — ----------- -9 4 _ ---- __ - �1 -- '� i L60 -- - � - y1263 j 18 x62" I 221 - l I 280 - - I 2" OVER 40" (+1" PROJ) �r SLP TOP __ A -- - L — -- ---_ �- I i --7- -- --- 1st LEVEL FIFE- - ------ — — - - --- — ---- -- - -- -- -- ----------1st LEVEL FIFE 3068 w/ 3010— - TRANSOM ABV FRO NT ELEVA r]IO N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" O U O cy O 0 APEX N U DO O fL) O N M ., J � LL W tds J N true design studios z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi O_ O � O W DoRsHOMON' m W C'1 U } Z W W O O O 0) r• LO lq- >= O u) Z I U w — W z w m Uj O U) L w Q U.] Q Z O z Q Q � W � w W 0 J w � w w O LL L X Z Q z O z F ULI O F- CL x x O a U w Q w Abbott Park Q O U U- LOT 001-02-A o Q Z z O U.] PROJECT NO: J O 2020.001718 u- DRAWN: KG o U LO CHKD: X JAC � W J CL Q U Q cn CD m z W z O � w � < z Q z U) O 02-25-2020 I- w U REVISIONS: Q No. Description Date W U J Q o - - - U) z - z U o W X A200 w IL Q INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS VARIES (RE: 12 CONCRETE TILE ROOFING --------------- - . ELEVATION) - INSTALLED PER MFR SPECS OVER VARIES (RE' WD SHTHG OVER PRE-ENG WD OF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1st LEVEL TOB VARIES 1 x2 DRIP EDGE OVER — ..- y ` -INSULATION (RE: ELEV) 2x6 FASCIA W/ ALUMINUM WRAP PER CODE 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 % 2 �\A400 i INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER --- 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED --- PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN j ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS %" THICK STUCCO FINISH TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT tie" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE- RE: FLOOR PLAN (SH Al10/A120) FOR WINDOW SIZE. RE- WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA TYP ONE-STORY WALL SECTION SCALE: 1" = V-0" \ VARIES (RE: 12 - - --- -- - ELEVATION) VARIES (RE: \, GOOF PLAN) K X X. t 1st LEVEL TOB VARIES (RE: ELEV) A INSULATION PER CODE GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) i I 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 FOILINSULATION TREATED FURRING STRIPS O.C. �i 1 x TREATEDFURRING . al TOP & BOT OF BLOCK WALL MAIN FIN FLR U-0" e� � 1 _T ,..__I 1 :1INSTALL VAPOR BARRIER IN ACCORDANCE WITH =ASTM E 1643-98 FOUNDATION/FOOTING VARIES a (RE: STRUCTURAL) 1 T_YP ONE-STORY WALL SECTION �A400 ; SCALE: 1" = V-0" C o O O U N > O o APEX i o � rn � Q N N co _j w c� J � J � z t S O true design studios U 9000 REGENCY SQUARE BLVD. N O SUITE 100, JACKSONVILLE, FL 32211 C)vi 0 U 5 � 00UORSHOMN" W U z w w O 0 0 a� 11.0 ti �r r- O z co w z W U m w W w z W z G W O Q o Q O W J W o w w a O X U - o z O O F- Q z U z C- w 0 LLI O J -- Q J U O z o UPROJECT NO: W w Q ~ z X DRAWN: 0 a DVO Q CHKD: --_- W TSD U_ O m u7 W U) w O J W U z 0U' z _O U � U_ Q z REVISIONS: < O No. Description Date o J __ - _ __ UJ O U) z w U � W W W _ J - U d � a A400 z O 13 LM WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. O 1. FOLD INWARD at PT. A 1. FOLD INWARD at PT. A 2. CREASE at PT. B (Z ®FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE FELT UN SHINGLE ROOFING -� DRIP EDGE: OVERLAP 3', EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX BOTTOM O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ® ®FOLD at 77' WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES x ROOF/WALL SCREED x x 5x5 WALL FLASHING x x LjgN z w 0 l =w x x KICK -OUT x x x FLASHING x (SEE DETAIL) FASCIA WRAP WALL KICKOUT FLASHING WATER TIGHT SEAL (BEND OR SOLDER, NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS BLDG PAPER UNDER 'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATI, WRB LAYER #1, STUC WRAP WOOD SHEATHING APPROVED HOUSEWRAP 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 /-- - 2x SUB-BAND\W/1/2"X? NOTCH @ END, WRAPPED IN PEEL & /----------- STICK \ DRIP EDGE -------- - I" TEXTURED II \ FINISH @ WOOD�58" EXTURED \ FINISH @ CMU / \ METAL FASC�A WRAP \18" FROM STUCCOI, j FROM WOUD WALL EXTERIOR WALL \ 2__- (FRAME OR CMU) \ NOTE: NOTCH FOR 2x6 SUB \ ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) (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 @ ENC METAL WRAP FASCIA 2x6 SUB B/ DRIP EDGE EXTERIOR WALL (FRAME OR CMU) WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER - " "I STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK `ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL (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 :DGE OMITTED FOR CLARITY klL (d)- WALL W/ KICK -OUT SUB BAND DETAIL @ WALL SCALE: N.T.S. r'. O 0' O U N > LO a � O 4 � APEX U O O N N N co J LL W J � J Z -� 0 true design studlas Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 r- O 0i O_ W Ci D C U) C a UIROH090N, m � W AW4 0 U) > -C U 0 W O O O O ti d' LO t` 0 Z U) U) W I _ V, Z Lj U U m w 1..` W W Z �W U) Z Ill Q 0 D 0 w U- W 0 < LL Q 0w a0. 0 U X Q Z 0 0 0 LL Q H Z U ---- w Z Q- LL J 0 -- Q J O UW Z 0 UPROJECT NO: W W Q ,n DVO X DRAWN Z V Ia Q W CHKD: -- -- - -- TSD 0 co G O LO W U W O J Q W U 2 (1) Z 0 Z O U_ � LL co a z U) REVISIONS: 0 No. Description Date 0 - - - -- W Un Z ---- W _ _ U - - W W F- - - - - J - -- 0 Q � A500 Z O 0 1/2" (MIN) STL FINISH TEXTL PER COMMUI SPECIFCATIC FLANGE CAS' BEAD CASING BEAD at WN SCALE: N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. Y " GYP BRD OVER -' �— PRE -SHAPED STUCCO BAND lx2 TREATED W/ SLP TOP INSTALLED PER FURRING STRIPS - �" MFR WRITTEN SPECS (RE: at CMU WALL (TYP) _ ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1 1/2" = 1'-0" PRE -FORMED CONTROL / 5/8" CEMENT PLASTER JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE hem FLASHING CENTERED UNDER ' + -x : `• _ ' CONTROL JOINT (CLEAN -- • • "" - - - MASONRY BEFORE APPLYING) 7— I CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 21 I CORNER BEAD —_ (FASTENER & -- SPACING at 7 0.C.) CMU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. ` CMU WALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) GYP BRD OVER - PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS -"- WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) WOOD BLOCKIN SELF ADHESIVE -OR- FLUID 1, APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK I' VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR �I WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 112" = 1'-0" 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI "Z" FLASI Mn NOT CA„— _11 SEAL OPENING STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD �- SIDING TO STUCCO FRAME TO BLOCK SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 48" BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD GYP BRD OVER INSTALLED PER MFR lx2 TREATED WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP) %" STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 1 �2" = 1'-0" ELECTRIC METER FIELD VERIFY LOCATION --- I AREA TO RECEIVE STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. WD SHE (RE: STR DNE (1) 3 ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE.- N.T.S. — FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER INISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS HREE COAT STUCCO FINISH EXTEND HOUSEWRAP 8" NOM) OVER GALV MTL LATH OVER NAILING FLANGE VER 15# FELT OVER APPROVED DUSEWRAP WD SHEATHING v (RE: STRUCT) ASTEN TO WD STRUCTURAL `_ I` IEMBER at 7" O.C. MAX _ MTL DRIP FLASHING W/ " TO �8" MID WALL_ HEMMED EDGE SET IN CONT VEEP SCREED BEAD OF SEALANT TRIM (RE: ELEVATION) EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT " WIDE STRIP SELF ADHESIVE 1 :{ BEAD OF SEALANT 'LASHING, CLEAN MASONRY 3EFORE APPLYING - --- -' { VINYL FLANGE CASING BEAD INSTALLED PER MFR /2" (MIN) STUCCO FINISH -EXTURED PER COMMUNITY ` WRITTEN SPECS (TYP) >PECIFCATIONS - 112" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY J SPECIFCATIONS STUCCO SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK SCALE: N.T.S. v { �- i CMU WALL W/ CMU LINTEL 1/ " MIN STUCCO FINISH (MIN) 2 S UC 0 (RE: STRUCTURAL) (RE: STRUCTURAL) Y " GYP BRD OVER k�" GYP BRD OVER I 1x2 TREATED 1x2 TREATED FURRING STRIPS - _" = FURRING STRIPS ___ r �- CONTINUOUS BEAD �- CONTINUOUS BEAD at CMU WALL (TYP) _ --- at CMU WALL (TYP) - -__ I' OF SEALANT OF SEALANT PT 1x4 - PT 1x4 SELF ADHESIVE -OR- SELF ADHESIVE -OR- FLUID APPLIED PT 2x4 FRAME FLUID APPLIED PT 2x4 FRAME ANCHOR FLASHING (CLEAN ANCHOR FLASHING CLEAN SHIM AS NEEDED SHIM AS NEEDED --- gqMppAppSLLOYYNNRY�BEFORE METALI DOOOR FRAME gM�ApS�OyNNRGY,BEFORE METALI DOOR FRAME INTERIOR EXTERIOR INTERIOR EXTERIOR DOOR HEAD at CMU DOOR JAMB at CMU SCALE: 1 112" = 1'-0" SCALE: 1 y2" = 1'-0" r_ O O O U L e- 0 co APEX � U O N O 'SC r N � Q N � N M J Uzz - LLI iZ J � J Z t S O true design studios j U) Y U -� 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 C o vi T O W a to U) _ J 01H09ON' I m c% AW4 U Z W O O O O ti IT u7 I` O z W z 't' LLJ 0 :D N W W ♦ VW J z z G W Q O w 0 U- LU O Nw LL LL Q w Q_ O U X - Q z O O o ILL Q H z U---- - w z m LL 0 W O -- Q J U O U) z 0 PROJECT NO: W W Q ~ -- -- Z IX DRAWN. DVO Q CHKD TSD LL 0 m LO W W O J W U U) Q U) z 0 C/) Z_ O H H � U LL Q Z REVISIONS: 0 No. Description Date o O -- - W -- � z = W U = W ~ W U Q U) A501 Z O 0 u Q, 0 VERIFY AC CC LOCATION W/ SITE PLA PANEL' PANEL 1 RATING: 200AMLO MIN AIC RATING: 22,000A ■ SERVICE: 120/240V, 10-3W MOUNTING: SURFACE DESCRIPTION LOAD 'TYPE POLES ° BRK. CIRCUIT N�3. HASI CW�UIT BRI( POL $ LOAD T1�"1= DESCRIPTION . WATER HEATER F M M F 2 30 1 A 2 20 20 _ 20 1 R KITCHEN APPLIANCE 3 - B 4 1 R K CHEN HEN APPLIANCE _ KIT GREAT ROOM __ SYS 1 CONDENSING UNIT 2 30 5 A 6 1 L,R 7 9 B 8 20 1 L,R DINING SYS. 1 AHU DRYER OVEN/RANGE 2 2 20 A 10 20 1 L,R BED 2 11 B 12 20 1 L,R BED 3 30 13 A 14 20 1 1 L,R FLEX 15 17 B 16 20 1 L,R_ OWNERS F F 2 40 A 18 20 1 L,R GARAGEIEXTERIOR 19 B 20 20 1 - SPARE SPARE 1 20 21 A 22 20 1 - ------REFRIGERATOR ---- GARAGE DOOR OPENER DISHWASHER/DISPOSAL - F 1 20 23 B 24 20 1 - SPARE F 1 20 25 A 26 20 1 - SPARE MICROWAVEIHOOD_ F 1 1 20 27 B 28 20 1 1 - _ SPARE LAUNDRY R 1 20 29 A 30 20 - SPARE W.._ .... ...... _._.......... m 1 st 1EVEL EIM MUC A L PIA N 1/4" = V-0" WHEN PRINTED ON 22"04" ELECTRICAL LOAD CALCULATIONS CONNECTED DEMAND - FINAL LOAD LOAD DESCRIPTION LOAD (VA) FACTOR (VA) GENERAL LIGHTING 3 VA/FT2 6102- _- SMALL APPLIANCE 1500 �— SMALL APPLIANCE 1500 LAUNDRY CIRCUIT_ 1500 - _ DISHWASHER 1500 800 - - WASTE DISPOSAL WATER HEATER 4500 - OVENIRANGE 14900 1 - - 1000 MICROWAVE/HOOD - - GARAGE DOOR OPENER 600 — 5400 DRYER - - GENERAL LOAD 10000 100% 10000 GENERAL LOAD _ 29302 6438 40% i 100 /- 11720_8 6438 HEATING/AC (2.5 TONS + 3 kW) TOTALS 45740 - 28159 120/240VSERVICE/FEEDER LOAD (A) 117 MAIN BREAKER (A) 200 ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME 4-WAY SWITCH GARAGE DOOR BUTTON _ ID _ DIMMER SWITCH _ Ij�� � L_y GARAGE DOOR OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET FI DUPLEX OUTLET CEILING OUTLET - - --------- G - _ __- ---- 77.t� A I AFCI DUPLEX OUTLET - - --- -- --- R FLOOR OUTLET -- - 1111 B O SMOKE DETECTOR JUNCTION BOX U CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET NETWORK OUTLET N SERVICE PANEL SERVICE METER TELEPHONE OUTLET m GARBAGE DISPOSAL M WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT STRIP LIGHT DOUBLE SCONCE ® STAIR LIGHT ® BATH FAN & LIGHT — COMBO - VENT TO EXT BATH FAN - VENT TO EXT CASTER UNDER CABINET LIGHT CLOSET CASTER LIGHT - PULL CHAIN LIGHT- KEYLESS LIGHT Y FLUSH MOUNT LIGHT _HANGING HANGING LIGHT HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT =j FLUORESCENT LIGHT ® FLUORESCENT LIGHT u RECTANGULAR FR ROUND PRE -WIRE FOR CEILING FAN CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN �\ LIGHT ROUGH -IN O U O o p 04 CNIAPEX 0 0 N r- N U- LLtds � W J J � true design studios O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 ui O_ 0 o � W F_ ' 11HOMON' N J f 2 W Ci U W W 0 0 0 0 ti d LA rl_ >=1 a w z Ljj U Q_ U) w W — z w UJ O cn w w Q w Z Q O > z m W 0 < o W w o U- LL- z a o z O 0 OCL w z O a U W W Abbott Park Q O U cn u' LOT 001-02-A o w U Z Z O } W OPROJECT NO: w j 2020.001718 w z DRAWN: - O U KC' o wLO " CHKD: I JAC w w Q Q X U Q U) op z z O w cn 2 (D Q z z U) O 02-25-2020 0 I- w v REVISIONS: QNo. Description Date W (n J U (n - o z z U � w F- X W El 00 Q DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTFS 14 TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2 3 4 N Building Code Florida Building and Residential Codes , 6"' Edition (2017) Code for Design Loads ANSI/ASCE 7 ROOF LOADING' ............................................... Cd = 1.25 TOP CHORD LIVE LOAD..................................20 PSF TOP CHORD DEAD LOAD................................7 PSF (TILE = 15 PSF) BOTTOM 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 .................................. OS C BUILDING CATEGORY.....................................11 ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF .......................0.18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING..............................................Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD.................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD ........................5 PSF M FLOOR TRUSS SPACING... ........... MAXIMUM 1 6" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX V UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL/480 TL/240 WOOD I JOISTS ............................................... TL MAX 1/2" 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) 4.0 F 1 STFW O R (TYP)1�7END ZONE DESIGNATION Qf O O STUCCO AND DIRECTLY 15 (�6„ MIN /32' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR 24/16 ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE c� (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w _~ v J Z ALL OTHER VENEER MIN %6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) TILE ROOF MIN 15/32' 32/16.SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION Y c9 w z (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND = w 8" O.C. IN THE FIELD O z SHINGLE AND METAL ROOF MIN %e' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 `" (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/2" 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 Y2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /8" COOLER NAIL OR NO.6 x 11/4" 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 APPROVEDAPA.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. s 6. 1/32 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PA NEL 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 �416" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . 7. 15/32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY 15 D TO SUPPORT TILE ROOF. RATED OSB ORE UAL MAY BE USE SU REQUIREMENTS ALLOW APA RA 0 Q AND INSTALLATIONEQU /z 3 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 LENGT� 8d COMMON 0.131" 2-1/2' 8d RINGSHANK 0.113" 2 %" 10d x 1-%" 0.148" 1-Y2 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-1/4" 16d SINKER 0.148" 3-%" 16d COMMON 0.162" 3-'/2" 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'/z' 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. 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 /: SDS SCREWS ()/< „ WS15-GC ( ) DTT2Z + IN STUD /�' 0 X 4 /2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 0 x 4'/2' EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18) 0.162' x 2 /2" IN (18) 0.162" x 2 /2" IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 '/2' MTW12 (7) 10d x 1 Y2" (NOTE 2) 48' 0 x 6" EMBED ANCHOR 18" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 Y2" 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 18' 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7t8" 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 x 1 Y2" IN TRUSS (7) 10d x 1 Y2" 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 Y4" TITEN (5) ''Y4" x 2 '/4" TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 '/z' IN TRUSS (9) 10d x 1 W IN TRUSS (11) 10d x 1 1/2' 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 1/2" IN (11) 10d x 1 1/2" IN STUD STUD 12 2 O 10d x 1 / IN , 8 10dx1/z„ IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) �8' 0 x 7" EMBED EPDXY 48' 0 x 7" EMBED EPDXY , (12) 10d x 1 /:„ IN , x 3" WEDGE BOLT (4 ) /d' STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS 12 16d COMMON NAILS ( ) „ (5) 8d x 1 /2 IN , n x 1 I (5) 8d /z N ABU66 §8' 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 Y2" IN RT7AT (5) 8d x 1 1/2" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1 Y2" IN (5) 10d x 1 Y2" 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 1 /2" IN TOP PLATE , (5) 10d x 1 /2" IN TOP PLATE (16) 10d COMMON TO HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER ++/;' LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) x 2 W TITEN (5)'0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS '/," x 2 Y2" (1 (12) WS25 %," x 2 1/2"(4)%" + x 1 /2" SDS SCREW (4) 'Ya" x 1 Yi' WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)/, x 3" SDSCREWS HGA10 ' () /:' x 3" WS3 SCREWS qS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS W x 1 %" SCREWS (4) W x 1'/z" WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4) /4 x 1 /, WEDGE BOLT (4) W x 23/," TITEN SCREWS OR EQUIVALENT IN IN MASONRY 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 '/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 ''/4" 0 x 2 3/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF W 0 x 1 -1/4" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING. 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. LEGEND OR UNO FOR EW OSB WSP SYP SPF CONT G.C. LSL LVL PSL SYS 42 2 i2 STUDS CO W, 0 2 ANCI-IOR � w I l 11�DTT2Z "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNLESS NOTED OTHERWISE ON PLAN OR DETAIL ENGINEER OF RECORD EACH WAY ORIENTED STRAND BOARD WOOD STRUCTURAL PANEL SOUTHERN YELLOW PINE SPRUCE -PINE -FUR CONTINUOUS ON CENTER 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. (3'/z" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/," BEAM) 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/" WIDE 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/z' WIDE, LINO. PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS %' ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, UNO. 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 COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWO15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE NUMBER. OF STRAPS CONNECTING HEADER TO JACK STUD TYPE OF STRAP CONNECTING HEADER TO JACK STUD KING/JACK GROUP BOTTOM CONNECTION 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL. STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1 ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # --- NUMBER OF KING STUDS EACH SIDE OF OPENING ---- ---- HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE O O N N CO d' O Cr) N N cM J IL W J J Z O Y U Q O O T_ W U) J m W ct Z) a U W W w O O O 0) I` ICT I, - Z #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING CA W L- NUMBER OF JACK STUDS EACH SIDE OF OPENING Z � ---- DEPTH OF LOAD -BEARING #2 SYP HEADER ---------- -- NUMBER OF PLIES IN HEADER m IY ENGINEERED LUMBER HEADER FRAMING KEYNOTE W (2) 9 %" LSL- 1 / 2 -- NUMBER OF KING STUDS EACH SIDE OF OPENING z - --- NUMBER OF JACK STUDS EACH SIDE OF OPENING Z --------HEADER MATERIAL (LSL, LVL. PSL, OR SYS42) w DEPTH OF LOAD -BEARING EWP HEADER Q OF PLIES IN HEADER ('I '4" WIDE UNO) Of HEADER FRAMING ° J IL 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. Z STAGUERED, O 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 0 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.0 OR 0 . DSP w/ (14) 10d x 1- Y2" @ 16" O.C. OR ILL. . FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 '/2" (OR EQUAL APPROVED BY EOR). <C 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. - U Z FRAMING NOTES a 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 Q A HOLE AS SPECIFIED BY MANE (TYPICALLY V16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S U SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 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, d 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE. TO BE PROVIDED BY TRUSS MANUFACTURER. <[ 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED, X UPPER LEVEL. MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR <( 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. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. co7. 8. ALL MUL11-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 3: O W Q W O F- ILL U) } C� O J O Z U W H X W APEX tds 1✓ .fl true design studios j 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 011HOMON' ko$ N 0-011 0 w a ❑ w W 2 Q W W h- � x X Q LL � O 0 Z d LL W Abbott Park Q W LOT 001-02-A ❑ W Z 0 co PROJECT NO: w 2020.001718 ❑ IL - -- - - O DRAWN: KG o CHKD: lit W J Q `. fn \ .z Q 0 U Z 02-25-2020 w REVISIONS: -- f- No. Description Date w J U O Z O 0 ST-1 CMUIMETAL CONNECTOR ENGINEERING4 v M N VERIFY AC CONI LOCATION W/ SITE PLAN T-0" V-C FO UNDA MO N PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" (DO W FLS VA RY PER- E_lEVA UO N) m 70'-0" o� i ■ I — 14'- — — — — — — — — — — I I � M I I co, I 04 I I I■ 1 I ■ ■ ■ k T-2.D I 0^ -4" A 0? 1 I - I ,1 c I OPT T-2.D 6-4 5.0 -L --———— — — — — —- ---, ao 00 ■ N M 4 5 I ■ — I T-2.11) T-2.D I I q bo I off I J UNDER DOOR 9 1/2" -6' _ — _ — — 2'-4 1/2" 20'-8 1/2" I 14'-0" - I I ;I L--------- - - - - - I I --I I --J ■ ■ 2 D/ SIM 9" CURB 70'-0" 4 5 T-2.D T-2.D I ■ — ■ oo - - - - - - - - - - - - - - - - - - - - - - - - J Ni _ I VERIFY AC COND M LOCATION W/ SITE PLAN T-0" - ----- - -- -- 2020 V1.0 a GENERAL FOUNDATION NOTES: a • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O 0 1 EARTH AND EARTH FILL SUPPORTING SLABS GRADE APEX -� ASSIJMFD TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND � I SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL. IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 04 N PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. p • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT m EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. � • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB N i IN ACCORDANCE WITH THE BUILDING CODE. CONSULT (V ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. Cf) ~- MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE _ INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. LLl • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL Q tds RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J N SHEET ST-2D. true design studios z O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p 8"x8" DEEP THICKENED I 12" DEEP FTG UNDER BOX O A 41- EDGE wl (1) #4 CONT l BJ COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN W C 16"SQx12" DEEP FTG D w/ (3)Q#4 EWEEP FTG w RHOMON' E 30"SQx20" DEEP FTG F 36"SQx20" DEEP FTG � wl (4) #4 EW w/ (4) #4 EW J m #5 VERTICAL DOWEL TYP 48"SQx24" DEEP FTG W v w/ (5) #4 EW, T&B LH AS SHOWN, SEE MASONRY w NOTES ON ST-1 Q 1 1 1/2" SLAB EXTENSION -- AT FULL ROUGH OPENING WIDTH U z W w CL O O >= rn lfi cn z w w 9 < W z J z w m LLJ O u) w w Q w `t O z Q Q z w o w w J w 2 w w Of ILL L X z aO z O w O a_ z O a U u- p w Abbott Park Q 0 — w LL LOT 001-02-A o H z z ED - PROJECT NO. w �G 111A� 2020.001718 LL t z DRAWN: KG o O cl, ' \ 4 �' w CHKD TO m z ll — \I-Cl w z 1111O�"1 O i W : /U) z G60 z NI j O_ 02-25-2020 0 W UL Q No. Description Date w U) J � U O � SA N ITA RY ISO M EHUC o Z z--- --- - - ---- - O = o U W H X W ST=2 a CMU/METAL CONNECTOR ENGINEERING¢ ° 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH -- o - — VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH v ° q 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL 0'-0" A.F.F SEE ARCH (MAX 20" DEEP) 4" EXTENSION UNDER BRICK VENEER VAPOR BARRIER 6 BEARING CURB STEP SECTION a CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB VAPOR BARRIER #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. n FOOTING TO BEAR ON FIRM UNDISTURBED SOIL VERTICAL REINFORCEMENT TO HAVE 6" BEND AT BOTTOM CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #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 VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT U-BLOCK W/ Ucn J (1)#4OR#5 ¢Q �- � CONT Uj w w � FINISH O GRADE ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN C7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT:- CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH \ , MINIMUM 24" � , (1) #4 OR #5 90° BEND @ 48" O.C. VARIES PER- 36" MAX ARCH PLANS 04 ° g�/�Oxx/x//��/\� i X/�/ 12" /IN �` e /\ VAPOR BARRIER / FOOTING TO BEAR ON FIRM OD • a' UNDISTURBED SOIL 6" OPT. EXTENSION I IN BRICK LOCATIONS - --- ON FND PLAN 12" UNDER 1 STORY WALL w/ ADDITIONAL NO.4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH "NOTE•: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER• D 2 U 6 ri rn 0 N (MAX 16") O LO O A p 12" MIN%/ �y/\/ \/\/\/ N PEX V 00 N FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED- — LOCATIONS ON FND PLAN N SOIL 12" UNDER 1 STORY WALL w/ (M `�- (2) #5 OR (2) #4 CONTINUOUS — ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ LLItds (2) #5 OR (3) #4 CONTINUOUS J _p true design studios 1 -MONOLITHIC FOO-fING.SECTION� _ z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR. V% • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY < SUITE 100, JACKSONVILLE, FL 32211 vi FROM S FRUCTURE STEEPER THAN V-0" VERTICALLY Q PER T-0" HORIZONTALLY-O PREVENT EROSION OF SOIL. O '6 0 4d CONCRETE SLAB w/ 6x6 C (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR w FIBERMESH jcn 041HOMON m W d -0 3 BEARING WALL FOOTING SECTION Z w 0 w CONCRETE SLAB W/ 6x6 IY W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O --' SEE ARCH 0) n DETAILS d 1 \a \ ° >= 8" MIN O U) Uj 8"x8" THICKENED 8" l U) /// FTG AT ���' VAPOR BARRIER w w STEP-DOWN, SEE z Z W PLAN \,_CURBSTEP SECTION O Cn m Uj w w p � - WALL w Q O 8" UNDER MASONRY WALL Z 1 6" UNDER WOOD WALL j Z Uj Q — CONCRETE SLAB W/ �--�- _ _____ � W 6x6 W1.4 X W1.4 WWF _ w 0 OR FIBERMESH I VARIES ° SEE ARCH ¢ p i I o . ° (MAX 16") �, \ \� x Iq 'i 12" MIN \ \%\�/\\/\\/\\ / Z VAPOR BARRIER — ;/, 1. a •ii �• ^\%\. ' \i`,\\/,\\/i�\/%�\//�\/% O 0 - 6" OPT. EXTENSION IN BRICK W LOCATIONS ON FND PLAN Z 12" UNDER 1 STORY WALL w/ _ 0 (2) #5 OR (2) #4 CONTINUOUS — ADDITIONAL NO. 4 OR NO. 5 C) LL a BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ p J (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q __...� 0 0 i GARAGE EXT WALL CURB SECTION ILL CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 001-02-A 0 FOLLOWING OCCUR: — - • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — 0 FIER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 CA PROJECT NO: W CONCRETE SLAB W/ 6x6 0 2020.001718 LL W1.4 x W1.4 WWF OR 0 0 FIBERMESH Z 0 DRAWN, — 0'-0"A.F.F. SEEARCH = KG o` --� (MAX 20„LLI 0 O ' + DEEP) cHKD -- — -- '� - P X EAFcn 4" EXTENSION Q U UNDER BRICK VENEER U) r- 12" UNDER 1 STORY WALL I w/ (2) #4 OR (2) 45 CONT � VAPOR BARRIER m Z cl 16" UNDER 2 STORY WALL w w/ (3) #4 OR (2) #5 CUNT Z> 7 0 6)�_BEARING CURB STEP SECTION W m _ g C7 Q Z fTYPICAL REINFORCING BARS AT THICKENED j FOOTING, SEE PLAN -- MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH j OF SLAB, TYP ALL RE-ENTRANT CORNERS HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Z O_ 02-25-2020 0 I- W W v REVISIONS: - - - - - a: Q No. Description Date w J _ a _ j -- O Z Z 2 0 U � w x W STm2mD a CMIUMETAL CONNECTOR ENGINEERING¢ e Y 1'-4" 8'-0" 4'-5" ,, 3'-5" CAI ma 5'-0" m T-0" �, T-0" �, 6'-8" ;_ 6-8" 6'-8" 6'-8" p 6-0" 5'-4" 4'-8" 6-8" , 6'-8" , T-0" �, 1 ST I"EL DO W EL PIA C ENI 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. LINTEL M Y E F rn 8U S A B ILLED OR UNFILLED. N O 8F LINTELS SHALL BE FILLED. 04 O LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL.APEX DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. CN 0 SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE 0) SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS 04 DOWEL LEGEND M NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN —j ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUMtds 25" LAP REQUIRED, TYP AS SHOWN J J a)NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUMS studios 36" LAP REQUIRED, TYP AS SHOWN Z O (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM (n 25" LAP REQUIRED, TYP AS SHOWN Y U 9000 REGENCY SQUARE BLVD. c OPT. NO 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < SUITE 100, JACKSONVILLE, FL 32211 O NO, 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O HEIGHT OF DOWEL = HEIGHT OF COLUMN O .- T LLI FRAMING KEY NOTES ,CMU) Dc1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o U) D#HNON' (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > N I 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N OPENINGS. J m 2 SEE INTERIOR SHEARWAALL DETAIL ON DETAIL SHEET. IN LLJ ZZ LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE � ON DETAIL SHEET. U 3 ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: >_ A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS U BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. Z B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH W FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. (7 W 4. HIGH UPLIFT CONNECTION: Ix -FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. c:) O • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL O WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. I-L (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) L FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 >= OR (2) SDWC15450 @ MAX 16" O.C. Q . TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. Zit < w 5. FASTEN EACH BEAM TO MASONRY W/ META12 L------ ------------ ----- -- — Z ry ,n J w Uj O u) w p W Z Q O > o w w W o p JW� w x Z a LL LL O z F_ O cl w w O 1- a z w O a U W p W Abbott Park d O U J (� U_ LOT 001-02-A o Q w z z c� U) O PROJECT NO: w J 2020.001718 U_ O - ---- — - DRAWN: LINTEL SCHEDULE v KLO G w CHKD: LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X EAF W W ---- ----- - --- - ---- - - - - fZ - . J PRESTRESSED GARAGE 8F-1-32 DOOR Q < - L-2 --- --- 3'-0" - 8U8 - -- — — L 3 2'-0' 8U8 L 4 6'-0" BF-16 m Z_ , L-5 8'-0" 8F-16 8080 SGD/ REAR PORCH Q ?� L-6 9'-0" 8F-16 REAR PORCH W L-7 11'-8" 8F-16 REAR PORCH z L-8 4'-8" 8F-12 FRONT PORCH O - - - - w U) 2 O Q Z Z O 02-25-2020 w U_ REVISIONS: LU U_ - No. -Description Date w U J >- U C� - -- U) O I- z------ Z = O U 0 LU I- X ST=3 W Q_ CMU/METAL CONNECTOR ENGINEERING _1 _st i"EL RO O F FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES im SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES 1 o __ ._.---- --- 1 M > . DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER r N UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS i 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" 23'4" 26'4" 16" 13'4" IT-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE - - ----- — — --- SPACING LUMBER SIZE 2x4 2x6 2x8 2xl0 12" 12'-5" 19'-6" 25'-8" 26-0" i 16" 11'-3" 17 8" 23'4" 26'4" 24" 9'-10" 15'-6" 20'-l" 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 I RUSS 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.0 SPACING). OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE wl FASTENING SHOWN BELOW ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS, COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12...............................(10) 12d COMMON 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 2x10.....(2) ROWS Y4" 0 @ 8" O.C. STAGGERED PT 202 ....(2) ROWS %4' 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS 2x6... ...... ... ...._..........(3) 16d COMMON 2x8....... .... ._ .. _...........(5) 16d COMMON 2x10 ... ..... ....................(7) 16d COMMON 2x12...............................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6...................................(3) Y:' x 4 M!" LONG #14 WOOD SCREWS PT 2x8............. ................ .... (5)'/:' x 4-'/7' LONG #14 WOOD SCREWS PT 200..................... ..........(7) 'W x 4-%" LONG #14 WOOD SCREWS PT 2x12..............................(9) %" x 4 %" 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) HIWM20 ON SAME SIDE OF WALL IS NOT PERMITI ED AT THIS LOCATION 6. - (1) 48" & (1) 24" BEARING BLOCK REQ'D • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. STAGGERED • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 O O N N O 14, O i N N m J LL W J J z 0 Y Q O O W H 0 07 J m w C� U) z W (D W O O O O i ti O z U) W m W W (D W 0 O J LL O H O d O U Q D O J LL Q U z 0 O J z U w x w d XQ Q } C7 O _I z U w H x W CL APEX tds Q .;j true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 tm Q W J O Uj cis 0 a o Q W Q D W WW � W x Q LL � O D W H z w d LL W Abbott Park -' Q U _ Cl) LOT 001-02-A D -- w z PROJECT NO: W D 2020.001718 LL -- --- - -- -- O DRAWN: KG o CHKD: u7 EAF w J Q U U z_ D co z 02-25-2020 w REVISIONS: Ill No. Description Date w w -- J U Cn H O z D ST=3A f`IIAI Ifl1APTAl MKIMPrTnO Mr.l U99:R1Mr. 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'/2' IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN 1%2' EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN FOR MISLOCATIO' INSTALL NEW MAE STRAP TO INSIDE ` PROPERLY WIND LOAD RATED SOFFIT MOISTURE MATERIAL CONTINUOUS @ PERIMETER. BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C TRUSS TO TOP PLATE MOISTURE BARRIER ---I OTHERS DESIGN PRESSURES ON SHEET ST W/ H2.5T OR RT7AT, BETWEEN MASONRY AND OR SDWC15600 NON -PT LUMBER BY OTHERS PROPERLY WIND LOAD RATED TRUSS OR RAFTER TO BOND BEAM W/ UNO ON PLAN SOFFIT MATERIAL (1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x HCONTINUOUS @ PERIMETER. CMU BOND I 1'/2' IN TRUSS (NOTE: IF META12 OR �` -8" CMU BOND BEAM VERT. REINFORCING T SEE TABLE 1: COMPONENT BEAM W/ #5 HTA16-18 IS IMPROPERLY INSTALLED, \� POURED CELL HAVE 10" STANDARD I AND CLADDING DESIGN CONTINUOUS I _ ATTACH TRUSS TO BOND BEAM W/ FROM BEAM Ti HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1. ( HTSM20 OR HTWM20) •EVERY OTHER STUD TO TOP PLATE (1)COURSE CMU BOND ( 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 AT CORNERS MAX 32" O.C. I _ • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - CORNERS 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 '/2' WEDGE BOLT W/ MIN 4'/2" EMBED W/ WASHER @ MAX 48" O.C. \//j\//i\>>/ 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 �jx//X/ X/j�/i�i 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 GENERAL NOTES APPLICABLE TO ALL: ALTERNATE WALL SECTIONS & TYPICAL DETAILS 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (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 DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB MIN. SCREW ,'WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH OR 14' PER MANUF. 3" 5" 11/2, 3%4, 37 6' 5„ 115/16 3 3/4" 3 3/4" 6„ 2 j4, 33/4' TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS %" DIA. @ 30" O.C. STAGGERED • (2) ROWS Y/r' DIA. @ 24" O.C. STAGGERED /F'-i DOORJAMB OR WINDOW ATTACH TO lx-PERMANUFACTURER'S DETAILS �— DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE V ABOVE (SHIM AS NEEDED TO `\ PLUMB JAMB. DO NOT EXCEED 'W) `-- 1x_ PT NAILER, ---- BUILT UP 2x ATTACHED TO MASONRY, (1) PLY 1 x- OR �6 OSB MATERIAL MAY ATTACH TO WALL \ DRYWALL ---- 8" CMU WALL TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O O N N O O O N N M _I LL W J J z O U O O w W J m w Z) a CA } z W W w O O O O C` d' u7 ti z co 07 W z 07 co w O w O J LL O 1= O a O U ¢ 0 Ix O J LL U z } 0 O J O z U w x U.] IL x } 00 0 O w Q W 0 1=- ILL ¢ C� O O z U LLI F_ x W a 6A i 9 Q L t S �i true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 ORIM tz co Q W J O W c�ii � Q o M0-011, W Q w ¢_ a J W w W W ILL x Q � O 0 w I'- z d LL ILL] Abbott Park J U - co LOT 001-02-A o w I— Z 0 co PROJECT NO: W 2020.001718 LL - O DRAWN. KG o CHKD' LO EAF co w v z_ 0 W z 02-25-2020 w REVISIONS: LU No. Description Date w _— J U z - O 0 ST=5 CMUIMETAL CONNECTOR ENGINEERING i MOISTURE BARRIER BY OTHERS #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. UPLIFT CONNECTION PE TYPICAL WALL SECTION TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2; SHEET ST-1 (PORCH --- -- CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) PRE -CAST LINTEL PER PLAN a J U) 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 TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMQNS EACH END FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE7 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 FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH 8d RINGSHANKS I PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN �*-2x4 SYP OUTRIGGER @ 24" O.C. L CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1 %" 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. / HGAM 10 GABLE TRUSS 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 11V (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) ABOVE F. F. F.F.E. TOP OF GARAGE DOOR 6'-1" ABOVE F.F.E. 4'-9" ABOVE F.F.E. ABOVE F.F.E.F.F. tj 2x6x12 PT CENTER BUCK " DIA. ANCHOR -- 2x4 PT TOP BUCK 4.OF OPENING 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 48' DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 Yi' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 Y2' x 4,s" 0'-91'ABOVE _ THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF _ CURB F.F.E. OIL GARAGE DOOR JAMB DETAIL vA — VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM lam_ I PRECAST LINTEL SEE PLAN EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND AT BOTTOM, CONCRETE FOUNDATION WORK PER PLAN - I I I I I I \ \ I I I GARAGE SHEAR PIER TRUSSES NEEDING BRACING c U O > O C N C `OAPEX c 04 L 00qT aJ 0 a cc 04 M J O LL tds J J � true design studios Z zz I o U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES a suITEloo,JACFCsoWv�LLE,FL32211 cn -� O 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. N cn 3. BRACING L UMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). � 01HOOON' 5. DESIGNED PER BCSI-B3, 2007. L" MAX =6" MAX T" MAX L" MAX 16" MAX i6" MAX T - BOND BEAM REINFORCEMENT J (SEE WALL SECTION) _', FILL SOLID TO BOND BEAM U U I --- 8 F - # DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT (SEE WALL SECTION) �J COURSING BELOW BOND _= BEAM MAY BE FILLED OR ( UNFILLED L` ° 8U8 i LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 J r ! t 00 CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE Q r WEB MEMBER SPECIFIED ALTERNATE BRACING I � ---- SIZE _. Il.. _. CLR LT OR L _ SCAB CA 2x4 1 ROW r 2x4 (1)2x4 . 2x4 2 ROWS 2x6 (2)2x4` U ' T-BRACE FASTENED TO---- - - --- - - t Z WEB W/ 10d AT 6" O.C. i 2x6 1 ROW 2x4 (1)2x6 W 2x8 1 ROW 2x6 2x6 2ROWS 2x6(2)2x4` w ------ - - -r- - (1)2x8 �2x8 _- I� .2 ROWS 2x6 (2)2x6" � O L-BRACE FASTENED TO CD WEB W/ 10d AT 6" O.C. O SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN '� WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J "IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z w REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) TO EACH FACE OF WEB 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W GRADE AS WEB TO BE BRACED. CIO Uj O cn w W QW Z_ z 0 Q m w W w W o J � 0 w w O Of U- x Z r o_ Z BOND BEAM 0 F-'. REINFORCEMENT U (SEE WALL SECTION) w a Z FILL SOLID TO BOND BEAM w w O tl LU �+ U LL_ w . r_ Q j-. LINTEL REINFORCEMENT J _ 1 Abbott Park L LL 8 F -1 - #— DEPTH OF LINTEL ASSEMBLY "d" aC LOT 001-02-A W #5 BOTTOM BAR TO EXTEND U Q NO LESS THAN 1" BEYOND z z BEARING AT EACH END 0 GROUT FILLED LINTEL ASSEMBLY PROJECT NO: W 8" PRECAST LINTEL. SEE PLAN. O 2020.001718 LL 8F-1-# v DRAWN: KG - O O 1.-CHKD. co EAF co X LU Ill Q Q X U cn 00 Z 0 Z 0 O W � Q Z Z � QQ O 02-25-2020 Q t= w cn U REVISIONS: LU TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date I-- w - Q 0 O O Z U � W H X ST=6 W W rnei URAPTei rnNN9'rTnQ IMMKIPPRINIM. fry r V 4.