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HomeMy WebLinkAbout8236 Wheat Stone DrDocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 I DRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME - A000 ARCHITECTURAL GENERAL NOTES A110 1 st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS DETAILS A405 A500 DETAILS A501 DETAILS A600 CABINET LAYOUT A601 CABINET LAYOUT A602 _ CABINET LAYOUT v I t A STRUCTURAL SHEET NO. SHEET NAME - ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS 1st LEVEL STRUCTURAL PLAN 1st LEVEL FRAMING PLAN TYPICAL WALL SECTIONS ST-3 ST-3A ST-5 ST-6 SECTIONS AND DETAILS DR HORTON 1402 BOWEN ELEVATION B Abbott Park,, LOT 017mO2 %I DE SUMMARY %LL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES - RESIDENTIAL: 2020 FL BUILDING CODE - FUEL GAS: 2020 - PLUMBING: 2020 NATIONAL ELECTRIC CODE: 2017 - MECHANICAL: 2020 FL FIRE PREVENTION CODE: 2020 - ENERGY CONSERVATION: 2020 3SIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB 3T-1 SPRINKLED: NO 'TURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, R RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' LEAS VOLUME 1 st Floor 13083 CF j REA 1402 SF __r._a_.nd_ total__.__-._� —1 G 13083 CF 1402 SF D AREA 385 SF 58 SF 98 SF 541 SF 1943 SF ALL WORK StiA: ;^.(1 a0 �� A)I`" ► 0CVAILING CODES FLORID NATIONA'� t;.4k=C`'''' AND THE CITY ()r- .'yi.1f,Pt!+ IILL`S ORDINANCES REVIEW DATE SEP } CITY OF ZEpHY`--R-1 �� PLAN EXAMINER =17;1 E O O O N to 0 O 00 APEX d' U N N c'M LL wtds1� J z trice design studios U) U < 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 0 0 T w 4- U) / RRH090N' U 6200 LEE VISTA BLVD, STE 400 U) ORLANDO, FL 32822 U P:407-850-5200 z a) w (D w w- �gs H • 0 Z z rn U) LLJ LLJ w Z ED w w O o z F- m Q W > o N w Of O �w W w J a LL o a x O Z U O a ❑ ❑ w z O J Abbott Park of a LL a- -- -- U- v LOT 017-02 J _Z a C� ❑ O w j PROJECT NO I— z 2021.006636 z _ cr) w DRAWN: JAR w - - --- ❑ LU CHKD. a JAC p a Q � m w ❑ J w a z U O U) (D w z a a z Ix cn ❑ O N 05-18-2021 Z _U LL REVISIONS: a No. Description Date ❑ } — w - J a 0 --- L) X ~ w z m a 0000 0 )ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 Footer Re -Bar (sized according to foundation plan) d e. #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. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS 150 = #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE Conduit. A/C DISCONNECT METER MAIN DISC. 150 OR #12 COPPER TO APPLIANCES AND GFI 200 AMP TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER -- UNDGND #8 COPPER TO RANGE SERV. BY POWER CO. #6 COPPER TO HVAC N.T.S. U #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 2017 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 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 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 R703.4 • 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 • 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 ITS ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE 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 E O O O � N u7 V N 0 APES o v', rn V N N M LPL _CL JtdsL J_ Otrue design studios W Y 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 N o O LU H � U) 041HOMON, w Q 0 6200 LEE VISTA BLVD, STE 400 � U) ORLANDO, FL 32822 U P: 407-850-5200 Z w W w 0 O 0 O t` IT u7 I- Z Z W U) (1) MM W LU LU Z_ W cn 3:7 1..(_ M W LU O w Z_ CD W > O N W � J w LIJ W Q 0 r Q ~ O X Z O O Q 0 w Z O Abbott Park a J U_ LOT 017-02 w U J Z_ Q. 0 O w -J PROJECT NO'. Q 2021.006636 Z U DRAWN: w JAR w ~ — 0 WCHKD: LL a JAC O <( 1-0 X Q U") 00 w 0 J w U Z O O w _Z Z O 05-18-2021 Z U Q REVISIONS: - - - - 0 No. Description Date } — w O _ 2 _I I— O _ - - -- Q H X 0 w O IL Z Q AOOO O 0 )ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 FINISH PER COMMUNITY SPECS TEMPERED GLASS OVER KNEE WALL CO - - 14"x16"x3" SHWR NICHE O w - z FIELD VERIFY j FIXTURE & NICHE LOCATION N <D -- C%) 2"x4" STUD WALL M FOR SHWR PAN VARIES ON 3-3/4" SHOWER PAN RECESSED SHWR CURB PER MANUF SPEC NO CURB ON RECESSED SHOWER 1 SHOWER DETAIL Al j Q 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 0 N oV) V) o = w = o o 00 M 0 0 Zr Cn N L_ w M o Ln 0 0 00 C7 CMU COLUMN (RE: STRUCT) 12'-7" 2x6 CENTERED @ 34" A.F.F. BEDROOM 1 9'-4" CLG 12'-7" CV OUTDOOR LIVING 9'-4" CLG CV I o W O ao Nv— I i I 6'-4" T-0" 1, v co i 21068 BALM 9'-4" CLG , _ 9'-4" CLG 00 N 1Do 4 1/2"-111 00 ,n o N 3 1 /2" 69'-0" 8'-10" 2'-7" 2'-7" 8'-1" 3050 SH EGRESS 3050 SH EGRESS 8' - 0" H. H. 8' - 0" H. H. l o _ WH i 161 N bo --- 10 2'-6" 0 BEDROOM 2 C° 9'-4" CLG 2'-3" ^� 4'-2" 1'-9" 4'-2" 3'-0" 5'-4" 2'-5" 4'-2" 21068 21068 i co WIC � 00 9'-4" CLG v) MECH o o PANTRY ,= N N `o 9'-4" CLG '- ^+ -' 9'-4" CLG �n U N - - - fS&1R--- -- 162 co 21068 — 114q O O —140 143 KITCHEN 9'-4" CLG [1301 1�42f OOGREAT ROOM 9'-4" CLG DINING 101 000 L/--\\S 9'-4" CLG 3050 SH 8' - 0' H.H. HB I i i T-0" I. 1st LEVEL FLOOR PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" T-13" I _ _ 00 o �-+ io co BATH 2 00 9'-4" CLG o 123 N I LU'x60" c. I�I 1101121068 wUNDRY -4" CLG v'� 6'-5" 5'-11" FOYER 9'-4" CLG 3050 SH 3050 SH 8'- 01 H. H. 8'- Oj H. H. _ I L — J 14'-0" 15'-0" 18'-0" 501-01, 57'-0" 69'-0" FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 -TILE SHOWER WITH CURB -SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 %" 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER 22'-0" t 19'-8" GARAGE 9'-4" CLG WALLS & CLG BETWEEN GARAGE o & RESIDENCE TO BE COVERED Lo WITH GYP BRD ON GARAGE SIDE OF STUD WALL PER FBC TABLE D R3 . ACCORDANCE _ W/ TABLE 702.3.5 0 CV 110 N 21063 I 7 � _ 00\, o2S o M _ "' I - I I Ln O O M 00 I I N ENTRY 1�) ` d 9 -4 CLG " 2'-7" 5'-1"_ Q i I I ao ko o CO z I 4i ro -- -M 180 4'-10" 1'-0' 5'-10" 6'-2" 12'-0" 0 IT i io Cn .91 I O 0 U U� a U 00 c APEX 0 e- Ri N N co U- Q W -c J_ ; tds Otrue design studios j Y U � 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 O O W F- N c Z) a to , N 0-HOMON W Q U' 6200 LEE VISTA BLVD, STE 400 Q ORLANDO, FL 32822 -c U P; 407-850-5200 z W W O O O O u7 I` z z U) v) (0 W z LLI m 3: W w O 0 LU 0 o w > N w� o � J LLJ �. w ILL O� o o r LL LIJ O X d O Z U O Q 0 p w E z O J Abbott Park a U- Q U- V - LOT 017-02 w z Q V O OPROJECT NO: �- z 2021.006636 — z U DRAWN: W JAR w H � x CHKD: _ a JAC p Q 0 LO m w � J W Q z U O C� w z_ z U Q O co 05-18-2021 z U Q FL REVISIONS: No. Description Date 0 } — W Q O = J — - z W J U - U w (A W O z < Al 10 g r-' a.-'Ju DocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 BUILDING HEIGHT (AFF) ELEVATION KEY NOTES (SEE SHEET AOOO FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BUILDING HEIGHT (AFF BUILDING HEIGHT (AFF) BUILDING HEIGHT (AFF BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR --------- --- ---- ---- -- -----------------15'-91/8" `r -qP­15'-91/8" ------ - -------------------- - ® ---- 12-------------- - -.... - 15'-91/8" SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE 12 - -- 5 FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH FBC R703.7 5 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 1st LEVEL BRG TOB 1st LEVEL BRG OB 1st LEVEL BRG OB 1st LEVEL BRG TOB 223 - FIBER CEMENT LAP SIDING _-------- ----� --]n� n _ - - -- --- - - - _ -- -- (-- 224 - FIBER CEMENT SHAKE SIDING -- - - - `r- -- 9, 4� - - 9 -4 9 4 - - 9 - - - - 225 FIBER CE O & 2 SYNTHETIC STONE R ••:- - 2 O E VENEER 6 LEDGE ST ONE T E O G - 227 - _ 22 - BRICK VENEER 8 - - P 229 FOAM CA ::. 1 LEVEL F F 1st VE F E 1st LEVEL FFE 1st LEVEL FFE 1st LEVEL FFE ,", I _ __-__-__-__-__- 240 EXTERIOR DOOR SIZE PER FLOOR PLAN � n 0 Iqpl 221 220 220 221 259 - 2"x TRIM -SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. LEFT ELEVATION RIGHT ELEVATION 261-CV BAND - SIZE AS NOTED -2"PROJU.N.O. - - - - - - - - - 262 - 1"x TRIM - SIZE AS NOTED 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1/8" = V-0" WHEN PRINTED ON 22"x34" 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES - BEARING HEIGHT 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND -- FINISH at BtM PER COLOR IS DETERMINED BY THE BUILDER'S SPECS PLAN (RE: ELEV) PT 2x BLOCKING at _ 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. TOP & BOT OF I g_ 4. OF LIGHT TO BE 6'-0" A.F.F. U.N.O. BEAM MTL FLASHING at COL CAP SET IN BEAD OF CONT SEALANT PT 1x BLOCKING at CAP PLAIN TAPERED COLUMN WRAP INSTALLED PER MFR WRITTEN INSTRUCTIONS W/ 4" CAP & BASE PER ww BLDR SPECS 8" CMU 2x PT BLOCKING STONELEDGE BUILDING HEIGHT (AFF)_ _ _ _ _ _ _ _ _ _ _ _BUILDING HEIGHT--- `�' 15' - 9118" - - - 12 - - - - - 15' - 91 O 5 Q w w 1st LEVEL BRG (TOB 1st LEVEL BRG (TOB 4"---------- --- _ --------------- 9' 4n DECORATIVE STONE VENEER Z 0 it LU 12" CMU BASE J w F.F.E. L CONCRETE SLAB at ENTRY TAPERED COLUMN DETAIL A200 % 1/2" = 1'-0" WHEN PRINTED ON 22"x34" BANDING (1.5") WINDOW 2" OR JAMB TRIM 02 _ DECORATIVE HEADER DETAIL A200 1 1/2" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT �V�ENTPROP LINEAL PROP Name Area HIGH LOW # HIGH FT LOW A 1943 SF 466 in 466 in2 3 144 T432 196 1801.24 5:12 ROOF PLAN 1/8" = V-0" WHEN PRINTED ON 22"x34" N Lo N Llbo _ I 1st LEVEL FFE -- -- - __ _ _ 1st LEVEL FFE 01-0 REAR ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT AFF HEIGHT ABV GRADE BUILDING HEIGHT AF '-91/8^------------------------- 16'-51/8" — ------------------------------------------------------------------------------------------15'�918" .......................................................... 12 262 6" 8" (TYP at 5 [2-24.1 GABLE END) i 1 L1' Ja 2'-0 RIDGE 1st LEVEL BRG (TOM _ _ _1st LEVEL BRG LOB 2 5:12 I I. El- - ; �k r I � � 221 _ 1st LEVEL FFE ----- .-:•';:. 1st LEVEL FFE IF FRONT ELEVATION 1/4" = V-0" WHEN PRINTED ON 22"x34" o O O U N > `9 o 00 APEX 0 N r- M N N M J LL Q W .J -C J_ > tds Otrue design studios 4) (A Y U 9000 REGENCY SQUARE BLVD. c I LE FL 32211 _ SUITE 100 JACKSONV L a 0 0 .o W ..� H CY U) UsHORTON' o 0 z3 a� m # ° Y W C'1 6200 LEE VISTA BLVD, STE 400 ORLANDO, FL 32822 U P: 407-850-5200 z N W (D W Of O O O ti `T LO i` O zz U ^ U Uj Uj UJI z m W w O 0LU cn z z w > 0 _o N W 0 wO W i L1J W Q U- w 0 O V— X O z O O Q 0 W O Z Abbott Park Of J LCL L Q - LL V LOT 017-02 J z Q U) C� 0 O w OPROJECT NO: Q z 2021.006636 — z W DRAWN-- — -- -- — JAR w WCHKD: LU JAC p Q u7 U) m w 0 J w Q Z U) Cn O � z Q z c� p O 05-18-2021 Z U Q REVISIONS: SO No. Description Date 0 } -. - w O -- _ Zw 2 Q X ~ w O dA200 z Q O 0 )ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL) 2x4 BLOCKING at 24" OC ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VIN ACCESSORIES PER MF WRITTEN SPECIFICATI( q8" THICK STUCCO FIND TEXTURED PER COMMI SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FRC STRUCTURE)(TYP ALL VARIES (RE: 12 - ELEVATION) VARIES (RE: ROOF PLAN) ---------------- �" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" INSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) C1 TYP ONE-STORY WALL SECTION A400 SCALE: 1 " = 1'-0" O N Ln O APEX' CD CD C N M LL 000.4 lsll J -C J_ .\ Otrue design studios a) Y U 9000 REGENCY SQUARE BLVD. O SUITE 100, JACKSONVILLE, FL 32211 Ui O .0 0 011HOMON a Z) 0 6200 LEE VISTA BLVD, STE 400 Q U) ORLANDO, FL 32822 U P: 407-850-5200 Z W C� W O O O O i ti 'Cr ti O zZ W U)LU W W z U) z 00 W 0 O U) w w C Z � G Z \QO a / 0 N W W of ° W W L w a 0 o �' LL O x a 0 z O O a � p w z O J Abbott Park a U_ a -- w v LOT 017-02 J z a OPROJECT NO: f— z 2021.006636 z CD U DRAWN: - -Fn W JAR w I­_ CHKD: 0 ILL JAC p a o u7 m w 0 J W a z U O C� w z_ Q � z � o O 05-18-2021 Z U Q REVISIONS: No. Description Date 0 } -- — -- w C� U O = O - H Z -- J 2 a w - - x H w O aA400 z a O 0 DocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 TRADITIONAL HARD -COAT - STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. VERTICAL AND HORIZ CONTROL JOINTS AS REQ'D FASTEN ZIP SYSTEM SHEATHING AS REQUIRED BY ENGINEER -OF -RECORD AND/OR LOCAL BUILDING CODE TOP EDGE OF WEEP SCREED TAPED TO WALL SHEATHING WITH ZIP SYSTEMS TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC148) CODE -APPROVED VINYL WEEP SCREED TO LAP CMU WALL MIN 2" CMU MASONRY WALL *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. METAL LATH ONE LAYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO GRADE D BUILDING PAPER. ZIP SYSTEM ® TAPE (INSTALLED OVER ALL JOINTS IN ZIP SYSTEM SHEATHING.) WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS ® SHEATHING WOOD OR LT. GA. METAL STUDS. OVERLAP TAPE A MIN 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT 1/8" GAP RECOMMENI PANELEDGES PANELEDGES ZIP SYSTEM 0 TAPE (INSTALLED OVER AL JOINTS IN ZIP SYSTEI SHEATHING.) OVERLAP TAPE A MIN OF 1"AT ALL T-JOINT; 1/8" GAP RECOMMEN FASTEN ZIP SYSTEM REQUIRED BY ENGIN AND/OR LOCAL BUILE \l4-/ -*1,- 19 b CMU M ZIP SYSTEMS O SHEATHING WITH HARD COAT STUCCO AT 2ND LEVEL BLOCK TO FRAME TRANSITION) ese construction details are provided to assist in the installation of Zip Systemroduct(s) and may not apply to every situation. Manufacturer accepts no responsibility or liabili�y for the use of these or other construction details. "LIN `.iYS I tM W 5HtA I h11NU It AFt KUVtU I U REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS U SHEATHING WITH LAP SDIN I AT2ND LE VEL G (BLOCK TO FRAME TRANSITION) i These construction details are provided to assist n the installation of Zip System ® roduct(s) and may not apply to every situation. Manufacturer accepts no responsibility or liabili�y for the use of these or other construction details. WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS ® SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENDED AT PANELEDGES ZIP SYSTEM ® TAPE (INSTALL OVER ALL JOINTS IN ZIP SYST SHEATHING.) OVERLAP TAPE A MINIMUM OF 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT F FASTEN ZIP SYSTEM ® SHEA ENGINEER -OF -RECORD ANDA *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS 0 SHEATHING WITH S LAP SIDING AT LAB ON GRADE These construction details are provided to assist in the installation of Zip System, ® roduct(s) Manufacturer acc is no responsibility or liabilipp for the and may not apply to every situation. ep p ty ry use of these or other construction details. TRADITIONAL HARD -COAT - STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. FOUNDATION —\ r VERTICAL AND HORIZONTAL CONTROL JOINTS AS NEEDED. DESIGNER -OF -RECORD TO SPECIFY TYPE AND LOCATION. CODE -APPROVED WEEP SCREED AT BASE OF WALL METAL LATH MORTAR SETTING BED ONE LAYER OF WATER -RESISTIVE TOP OF MORTAR SCRATCH VAPOR -PERMEABLE BARRIER WITH A COAT IN ACCORDANCE PERFORMANCE AT LEAST EQUIVALENT WITH MANUFACTURER'S TO GRADE D BUILDING PAPER. INSTALLATION r—ZIP SYSTEM® SHEATHING* RECOMMENDATIONS *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. WOOD OR LT. GA. METAL STUDS TOP EDGE OF WEEP SCREED TAPED TO WALL SHEATHING WITH ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) ZIP SYSTEMS ® HARD COAT STUCCO AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System ® product(s) and may not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. NATURAL OR MANUF — STONE VENEER. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOUNDATION DRIP EDGE FLASHING OR WEEP SCREED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AT BASE OF ZIP SYSTEM WALL SHEATHING ZIP SYSTEM® SHEATHING.* LATH *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. WOOD OR LT. GA. METAL STUDS ONE LAYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO GRADE D BUILDING PAPER TOP EDGE OF DRIP EDGE FLASHING TAPED TO ZIP SYSTEM SHEATHING SURFACE W/ ZIP SYSTEM TAPE OF ADHESIVE BACKED FLASHING. (MUST MEET AC148) a •• ZIP SYSTEMS ® SHEATHING w/ ADHERED STONE AT SLAB ON GRADE t t in the installation of Zi stem ® product(s) and may not apply to These construction details are provided o ass s ep Sy p (s) y pp y every situation Manufacturer accepts no responsibility or liability for the use of these or other construction details. EI 0 a 0 U N u7 O co C APEX r r r CIi N N co J ILL. tds W � J .0 J_ z true design studios j U) V 0 9000 REGENCY SQUARE BLVD. c SUITE 100, JACKSONVILLE, FL 32211 O 0 r W H � > U41HOMON' C W Q 0 6200 LEE VISTA BLVD, STE 400 ORLANDO, FL 32822 U P: 407-850-5200 Z N W 0 W FY 0 O O O r r- LO t` z z rn U) _ r U) w Z co_ �_ Z A/ 00 W W O U) z m Q w > 0 CV W O J W ° 'q W W a LI- � 0 0 r' LLLU 0 x r 0 z U 0 Q p W w Z 0 Abbott Park J LILL Q U_ v LOT 017-02 w z Q 0 0 w J PROJECT NO z2021.006636 z U DRAWN: -- W JAR w w CHKD: U— a JAC 0 Q o O U) } im W 0 J w U Z U) � Z Q Z < co p 0 r 05-18-2021 Z U Q REVISIONS: L2 No. Description Date U) 0 - 2 J _ H 0 w rLIJ — - — U F- X 0 < A405 0 0 )ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 z LO WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METALLATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOFNVALL 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. T 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM 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 ROOFNVALL SCREED x x x x 5x5 WALL FLASHING x ro \ yiih W wF 0 jw a> x x KICK -OUT x x x FLASHING x (SEE DETAIL) FELT UND Y �y�` WATER TIGHT SEAL �PQp�c� (BEND OR SOLDER, DO NOT T) SHINGLE ROOFING 1� DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW FASCIA WRAP NOTE: INSTALL KICKOUT SHEATHING, MECHANICALLY FLASHING AT BOTTOM OF FASTEN 4" O.C. MAX ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS' BLDG PAPER UNDER'QUICK FLASH" VENT PENETRATION O SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATII WRB LAYER #1, STUC WRAP WOOD SHEATHING APPROVED HOUSEWF BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 ELECTRICAL RECEPTACLE -T/ I J 2x SUB-BAN&W/1/2"X? NOTCH _ _ _ Il @ END, WRAPPED IN PEEL & ../' STICK \ 1 ! DRIP EDGE -------- -- �I I I 1/8' 7//e" TEXTURED 1 i � r/i FINISH @ WOOD'\TEXTURED FINISH @ CMU \ 1 1/8" IFv • / \ WRAP\ 48" FROM METAL FAS)A STUCCOIJ FROM WOZD WALL \ i EXTF�RIOR WALL \ ,(FRAME OR CMU) NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY \ ROOF DECK (BEYOND) 0 ELEVATION PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d DRIP EDGE, 1" OFF WALL '(NOT INTO STUCCO) 3-COAT PLASTER >— 2x6 SUB -BAND W/1"x4" NOTCH @ END, WRAPPED IN PEEL & STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB -BAND 2" OFF WOOD WALL NAILS 6 -8 O.C. MAX METAL FASCIA WRAP 2x SUB -BAND W/1 12"x4" NOTCH @ END METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL ©PLAN B WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 811 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 (c WOOD SHEATHING WRB LAYER#1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT WALL KICK -OUT FLASHING i 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, D WRAPPED IN PEEL & STICK -ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL (ab- WALL W/ KICK -OUT SCALE: N.T.S. E O O O U N O APEX 1� N N M ILL W tds J .sv J_ ztrue design studios j (A Y U 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O O 'a LU H cn c cn > 041HOMON' W fY 0 U' 6200 LEE VISTA BLVD, STE 400 U) ORLANDO, FL 32822 U P: 407-850-5200 Z N W 0 w w O O O O d' u7 ti Z z co U (n Uj M �_ w W W m W w W 0 O u) Z_ M 0 ■■■■■ Q w > O o N Lj 0 W ° Uj W a O � L= LU I= a 0 Z Q 0 W � Z O J Abbott Park 0� ILL. a Q --- - - ILL LOT 017-02 w Z -- — — Q O w -J PROJECT NO I— ? 2021.006636 z U- -- - -� - - - 0 w DRAWN: JAR w x CHKD - -- - 0 JAC p Q Q LO m W J w U Z U) O W Z Z W 0 Z , O (n 05-18-2021 Z U Q REVISIONS: W No. Description Date } -- - -- - W U) O H Z W J = a L) --- - - U x H z w a Z Q A500 O 0 )ocuSign Envelope ID. 56C6F90D-EE21-449C-BBC3-18512246B1A8 1/2" (MIN) STL FINISH TEXTL PER COMMUI SPECIFCATIC FLANGE CASI BEAD CASING BEAD at WN SCALE: N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) z z 0 a J �w VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. " GYP BRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED '; W/ 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: 11'-0" PRE -FORMED CONTROL \ JOINT W/ STRIP LATH 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) CONTROL JOINT - VERTICAL - CMU 2 SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING at 7"O.C.) :MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY iPECIFCATIONS CORNER BEAD at BLOCK GYP BRD t 1 x2 TREATED FURRING STF at CMU WALL WOOD BLOCI PT 1x WOOD SHIM AS NEE INTERIOR SCALE: N.T.S. CMU WALL W/ §8' STUCCO FINISH (RE: STRUCTURAL) PRE -SHAPED STUCCO BAND W/ INSTALLED PER MFR WRITTEN SPECS (RE: ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT EXTERIOR WINDOW JAMB at CMU SCALE: 1" = 1'-0" 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI "Z" FLASI DO NOT CA_, �.. SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. Q o SIDING TO STUCCO FRAME TO BLOCK GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) INTERIOR SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 48' BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) CMU STEMWALL W/ §8" STUCCO FINISH (RE: STRUCTURAL) EXTERIOR WINDOW SILL at CMU SCALE: 11'-0" ELECTRIC ME - FIELD VERIFY LOCATION AREA TO RECL� STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHE (RE: STR V. INISH COATING OVER PRIMED HREE COAT STUCCO FINISH e" NOM) OVER GALV MTL LATH VER 15# FELT OVER APPROVED DUSEWRAP ASTEN TO WD STRUCTURAL IEMBER at 7" O.C. MAX " TO §8' MID -WALL JEEP SCREED Z a- 04 Q WIDE STRIP SELF ADHESIVE 'LASHING, CLEAN MASONRY IEFORE APPLYING /2" (MIN) STUCCO FINISH -EXTURED PER COMMUNITY ;PECIFCATIONS STUCCO O � O U N `O o CNI14 APEX0 O N CV N cM J .,O*\ I LL zzz W _J L J_ � tds J� 0 true design studios (D (n Y U 9000 REGENCY SQUARE BLVD. CTSUITE 100, JACKSONVILLE, FL 32211 O 0 w U) W DNE (1) 016HO90N :0 3 ELECTRIC m a B s ., : w CAVITY TO BE FILLED Q WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN 0 6200 LEE VISTA BLVD, STE 400 FOAM ("GREAT STUFF" OR ORLANDO, FL 32822 SIMILAR) U P: 407-850-5200 APPLY A SILICON BASE Z N SEALANT AT POINT THAT w ELEC WIRE PENETRATES w w O O O 0 i rIL PROVIDE STUCCO Iq SCRATCH COAT LARGER r1_ THAN THE ELECTRIC METER CAN OR METER Z �)^ CAN COMBO OR METER V CAN AND DISCONNECT (n w W Z m3W W 0 O co z SCALE: N.T.S. z Im w > O o N W � � J W i �■ W W Q FIBERCEMENT -OR- VINYL LAP LL Q SIDING OVER APPROVED Z LL W HOUSEWRAP INSTALLED PER O MFR WRITTEN SPECIFICATIONS - EXTEND HOUSEWRAP 0 %X OVER NAILING FLANGE WD SHEATHING a- `— (RE: STRUCT) Z _� U O MTL DRIP FLASHING W/ Q w -_ HEMMED EDGE SET IN CONT 0 BEAD OF SEALANT - TRIM (RE: ELEVATION) O Z Abbott Park EXTEND 12" SELF -ADHERING LLL i1 MEMBRANE FLASHING OVER Q - IL WINDOW FLANGE SET IN CONT LOT 017-02 w BEAD OF SEALANT U J VINYL FLANGE CASING BEAD Z - U INSTALLED PER MFR U) WRITTEN SPECS (TYP) 0Q 1/2" (MIN) STUCCO FINISH O w TEXTURED PER COMMUNITY PROJECT NO SPECIFCATIONS Z 2021.006636 z 2 0 __ _ _ — SIDING w DRAWN JAR w Lx CHKD: JAC U_ HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) a DOOR HEAD at CMU CMU LINTEL (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN AAMppAppSS�OYyNNRGY�BEFORE METALI DOOR FRAME EXTERIOR SCALE: 1 ti2" = 1'-0" GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME — ANCHOR SHIM AS NEEDED - INTERIOR DOOR JAMB at CMU CD SCALE: N.T.S. co m w 0 J W Q Z U U) O 0 �— CMU WALL W/ W Z_ 1/2" (MIN) STUCCO FINISH Q (RE: STRUCTURAL) Z U Z CONTINUOUS BEAD OF SEALANT H 0rj-18-2021 Z SELF ADHESIVE -OR- U FLUID APPLIED FLASHING (CLEAN REVISIONS: pM,pApS�OYI DONNRGY�BEFORE Q METALOR FRAME T No. Description Date } -- - - W EXTERIOR 0w J - -- - -- O w Z --- = a SCALE: 1 y " - 1'-0" () - --- 0 2 — w (n X 0 w dA501 Z Q 0 :)ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 AFI LLQ Q� _.._ _ ...... Q a Q ELEC PANEL �. .... ...................................... a ... © AFI 3 3........G.F3.1... ...... ....GF.I........:. ----------- a I AFI I AN AN 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" ELECTRICAL LEGEND SINGLE POLE SWITCH CHIME DOOR BELL BUTTON DOOR BELL CHIME 3 3-WAY SWITCH 14 4-WAY SWITCH GARAGE DOOR BUTTON DIMMER SWITCH GARAGE DOOR OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET GFI DUPLEX OUTLET 8 CEILING OUTLET CLG 8 AFI AFCI DUPLEX OUTLET SMOKE DETECTOR FLR FLOOR OUTLET JUNCTION BOX ® ( JB CARBON MONOXIDE © © CARBON MONOXIDE & DETECTOR SMOKE DETECTOR NETWORK OUTLET TELEVISION OUTLET PANEL SERVICE PANEL II TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL M WALL MOUNT LIGHT FLOOD LIGHT SINGLE SCONCE V V DOUBLE SCONCE 0�6 STAIR LIGHT STRIP LIGHT ® ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN - VENT TO EXT CASTER CLOSET CASTER LIGHT ® UNDER CABINET LIGHT PULL CHAIN LIGHT -i - KEYLESS LIGHT HANGING HANGING LIGHT FLUSH MOUNT LIGHT HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT ®F FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN W/ X. CEILING FAN LIGHT J ROUGH -IN E O 0 U LO a 0 00 APEX r ca co N U J_ W > tds z true design studios U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 vi O r "� W � H W � a 01HOMON' m W 0 6200 LEE VISTA BLVD, STE 400 ORLANDO, FL 32822 U P: 407-850-5200 z N W W Of O O rn ti d' LO ti O z U U) w LEI w W 00 � LLJ I..L m z w w O O v) W z_ CD CO w > O CV w Of 0 J w �. w w ILLw o o r LL LU 0 x � r O z U O ¢ 0 p W O z Abbott Park � a U- ¢ U_ V LOT 017-02 J z ¢ 0 O J W O PROJECT NO: Q z 2021.006636 z w DRAWN: I. JAR w w CHKD: a LL JAC p Q Lo m W � J W ¢ Z U U O 0 O W z_ z � o O 05-18-2021 z U_ REVISIONS: u) No. Description Date - W O - - - - W 0 - O -- w 2 Q U U H U X 0 W z 0- ¢ O 0 )ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 DESIGN CRITERIA AND LOADS V Building Code Florida Building and Residential Codes , 71h Edition (2020) Code for Design Loads ANSI/ASCE 7-16 ROOF LOADING ............................................... O C d = 1.25 TOP CHORD LIVE LOAD .................................. 20 PSF TOP CHORD DEAD LOAD................................7 PSF (TILE = 15 PSF) BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE ............... 20 PSF ATTICS WITHOUT STORAGE .......................10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF WIND LOADING ................................................. Cd = 1.60 ASCE 7-16, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY .................................. C BUILDING CATEGORY ..................................... II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF....................... 0.18 C&C DESIGN PRESSURES .............................. (SEE TABLE 1) FLOOR LOADING .............................................. Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF 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 V UP TO 40' SPAN FLOOR JOIST OR TRUSS ............................... LL / 480 TL / 360 BEAMS'.............................................................LL / 360 TL/240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED %" 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 SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR WIDTH" PRESSURE (PSF) 8 FT +25.4/-32 10 FT +25.02/-30.4 16 FT +24.1 /-28 18 FT +23.9/-27.5 `GARAGE DOOR HEIGHT MAY BE 6-8" OR HIGHER END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301.2 (7) r� 1 END ZONE4.0 FT (TYP (n'P) END ZONE DESIGNATION DIAMETER LENGTH 8d COMMON 0.131" 2-'/2" RSRS-01 0.113" 2-%8' RSRS-03 0.131" 2-Y2" 10d x 1-1/2" 0.148" 1-Y2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-Y:' 16d SINKER 0.148" 3-1/4" 16d COMMON 0.162" 3-1/.' TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS AInTCC Z A p Z STUCCO AND DIRECTLY MIN5'32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6" 24/16 FE - ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE � Q N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w=F- J 0 ¢ Z ALL OTHER VENEER 7 „ T VERTICAL OR HORIZONTAL MIN /,6 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED a- (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) x 0 rn TILE AND METAL ROOF MIN'%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 7) PERPENDICULAR TO SUPPORTS W/ RSRS-03 NAILS: 4" O.C. AT PANEL EDGES AND uJ(NOTE 6" O.C. IN THE FIELD 0uJ O w P MIN %6' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION O = O ? SHINGLE PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2%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 %" 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 15/32" CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP R - 1 NAILS NAIL REDUCE SQUEAKING RS S 0 LSOR 8d SCREW S ARE RECOMMENDED. 6. 15/32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE 7/6' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 1%32' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32' APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1 TABLE 4: NAIL SIZE LEGEND NOTES 1, 2, 3, 4 TABLE 5: FASTENERS IN 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. PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. 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 BEY" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116, THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR PREVENTION OF SUBTERRANEAN TERMITES, 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING [DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. NOTE: ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER) 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING & LOCATION OF THE FRAMING PLAN SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. TABLE 7: METAL CONNECTOR SCHEDULE MITEK & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS (8)Y4 X 1 '/V SIDS SCREWS (8)Y4" x 1'Y2" WS15- C DTT2Z IN STUD'/2" 0 X 4 Y2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/, 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" x 2 1/2" IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 M" (7) 10d x 1 Y2" (NOTE 2) �6" O x 6" EMBED ANCHOR HTT45 §e„ O x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 1/2" IN (26) 0.162" x 2 '/2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) %" 0 x 6" EMBED ANCHOR 46" O 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 7 " 0 x 12" EMBED e MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON e" O x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 '/2" 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) '/:' 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 %" IN (11) 10d x 1 '/2" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER R TED BLOCK WALL GROUTED GROUTED BLOCK WALL (11) 10d x 1 %" IN (11) 10d x 1 '/i' IN STUD (12) 10d x 1 %" IN STUD (8) 10d x 11/2" IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER (NOTE 6) 48' O x 7" EMBED EPDXY PAU44 46" 0 x 7" EMBED EPDXY HTSM20 (12) 10d x 1 %" IN HTWM20 (4) W x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1 Y2" IN (5) 8d x 1 Y2" IN ABU66 4 " O x 7" EMBED EPDXY PAU66 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) ed x 1 Y2" IN RT7AT (5) 8d x 1 Yz" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1'/2" IN TOP PLATE (5) 10d x 1 Y2" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON 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 Y2" 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) Y." x 2 TITEN (5) O" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY (26) 16d SINKER OR EQUIVALENT (28) 16d SINKER IN WALL (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SIDS %" x 2 Y2" (12) WS25 'W x 2'/2" (4)%" x 1 Y2" SIDS SCREW (4) %" x 1Y2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SIDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO MITEK EQUIVALENT (4) SIDS %" x 1 '/2" SCREWS (4) Y." x 1'/2" WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4) /4 x 1 /4 WEDGE BOLT (4) %" x 2%" TITEN SCREWS IN MASONRY OR EQUIVALENT IN MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 201 9-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 %" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES %" 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'W 0 x 1 %" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE Pm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. LEGEND N N N O OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL O ALTERNATIVE FOR THE APPLICATION SHOWN 04 UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL � FOR ENGINEER OF RECORD EW EACH WAY 00 OSB ORIENTED STRAND BOARD 0 WSP WOOD STRUCTURAL PANEL O SYP SOUTHERN YELLOW PINE ' SPF SPRUCE -PINE -FUR CONT CONTINUOUS N O.C. ON CENTER N co LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 Y4" WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 1/4" BEAM) � LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 ''Y2" WIDE, UNO. LU SYS 42 PROPERLY RATED OPEN WEB HEADER J_ INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS z OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS U) INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM Y U BOTTOM PLATE ANCHORAGE IS '/2" ANCHOR @ 8'4" O.C. (UNO ON FRAMING PLAN OR Q SW SPECIFICATIONS) STRUCTURAL WOOD BEAM O_ STUD COLUMN KEYNOTE w H NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 2 2 STUDS W w 2 ANCHOR H D NUMBER F T BELOW BEAM/GIRDER TRUSS. STUDS O STUDS S BE O Q TO MATCH WALL FRAMING SIZE AND GRADE, UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN J m W IY BOTTOM OF STUD COLUMN CONNECTION Q 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL U, COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. U) "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE U z HEADER STRAPPING KEYNOTE W NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD w fY 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD O 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION O O 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP CD 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP ~ NON -BEARING HEADER FRAMING KEYNOTE Z NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING W U) HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY w LOADED CONDITIONS ABOVE _ W #2 SYP HEADER FRAMING KEYNOTE 0 m (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING W W DEPTH OF LOAD -BEARING #2 SYP HEADER z NUMBER OF PLIES IN HEADER Z ENGINEERED LUMBER HEADER FRAMING KEYNOTE W 0 (2) 9 %" LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING w NUMBER OF JACK STUDS EACH SIDE OF OPENING O HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) LL. DEPTH OF LOAD -BEARING EWP HEADER z NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) _O H HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. a STAGGERED. 0- 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 38" OR LESS CLEAR -OPENINGS IN AN O EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. U 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. Q 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS 0 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE 0 O CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE, L1 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 U • SPH w/ (12) 10d x 1-1/2" @ 16" O.C. OR z • DSP w/ (14) 10d x 1-1/2" @ 16" O.C. OR i • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 '/2" (OR EQUAL APPROVED BY EOR). (D 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. O J O z FRAMING NOTES 0 LLI 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. H ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN X A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). W ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S a - SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. Q 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETx SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. Q 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN TABLE 2304.10.1 m 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 0 W UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR z 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. O 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 W THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. Q 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD z U) O_ H U Q W O O z U W H X w a Q CMUIMETAL CONNECTOR ENGINEERING a1 CY APEXs 0 C2 1� tds true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 - O .O U) C ID' � cn M � DRYa9O N ' 6200 LEE VISTA BLVD, STE 400 ORLANDO, FL 32822 P:407-850-5200 J� N J z U) W m w Z w 0 ow �- m < O � w w J w � o r LL W ti X z O 0 z Abbott Park 0z LL LOT 017-02 LU J U W 0 LIJ PROJECT NO �- 2021.006636 z DRAWN: JAR w CHKD LL MJP O 0 O L0 U) %% `,,�11111111//���' �5iIN LA/Vj, !, � W .. ,� J Q U No 85166 7. U) �Wf► Dkuftned by: V TAT(=......OF C'�. 3: 3F4671DA* F4'1$44/ 4f0 N A 1- E�%%% '���118111110 W 05-18-2021 O z REVISIONS: No. Description Date -- - -- w -- w w Q U) H STm1 z 00 0 :)ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 L-1 0 N 30 SAN FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" PLUMBING ISOMETRIC 15 DFU ONNECT TO EXISTING 4NITARY MAINLINE. VERIFY KACT LOCATION IN FIELD 2020 V1 A GENERAL FOUNDATION NOTES: 1 • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. IS e EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND o p SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED U'? PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. N 04 0 • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT O EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. CID e SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT r- ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. N e MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE 04 INTERCHANGEABLE. SEE SHEET ST-21) FOR ALTERNATE STEMWALL M SECTIONS. J e 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL LL- RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON LLI. w SHEET ST-21D J_ z o FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN U Q "' 8"x8" DEEP THICKENED F 12" DEEP FTG UNDER BOX TO BE I I EDGE w/ (1) #4 CONT " COLUMN, FTG o PROJECTED MIN 6" AS SHOWN O ❑C 16"SQx12" DEEP FTG D ❑ 24"SQx20" DEEP FTG w/ (3) #4 EW w H E] 30"SQx20" DEEP FTG 36"SQx20" DEEP FTG U) w/ (4) #4 EW w/ (4) #4 EW 6 ❑G 48"SQx24" DEEP FTG ❑ #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY w/ (5) #4 EW, T&B 100 NOTES ON ST-1 w ❑j 1 1/2" SLAB EXTENSION Q AT FULL ROUGH Z) OPENING WIDTH WA U z w w 0 O 0 LO rl- U) cn w z m ■ C -1 w ■ w w 0 o z 0 o o o U X 0 o O 04 J LL Q U ■ z J co ■ (� O J z U w I- 0O w it a Q X Q m C0 z O w Lo O H I— U Q CMUIMETAL CONNECTOR ENGINEERINGa APEX N tds i7i t2 .0 true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 CT� 041HOBON � �11 6200 LEE VISTA BLVD, STE 400 CL t ORLANDO, FL 32822 -c P: 407-850-5200 .a z U) w m w 0O cis � j O N� w LU � w � o x z O 0 w z Abbott Park a — -- - U- LOT 017-02 w _ J Q U r� w PROJECT NO I- 2021.006636 z O DRAWN: JAR w 0 CHKD. MJ P LIL O 0 0 u7 ,` j%J1111ini1, No 85166 D*uSipned by: 1D z : CT.�� 1`�:...<.O F 14/ Q� . V4671 DA(, F4'�I Q SS 10 N A E��p 11111 05-18-2021 0 z REVISIONS: No. Description Date 0 w U) w _ H J Q I— O ST=2 z O 0 )ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 • 4 EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 316' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. � D D p D A — D EXISTING FOUNDATION. LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL ) DEGREE 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL i, CMU STEMWALL MONO LITHIC SLAB WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" • INTO MONOLITHIC THICKENED EDGE MIN 24" LAP MIN. 3" EDGE DISTANCE 4" CONCRETE SLAB W/ STRIP OF WWF FROM F.F.E. TO - ° 6x FIBER MEISHVWVF BOTTOM OFFTG. WWF TO ---- ----�_ -�--°- �—°� —°—° ° p co ------ -- a----= — —°—, EXISTING FOUNDATION FACE— — — -� w z ° °. ° 10° ° ° ° `4 ° (2) ROWS OF 3/16' DIA. TAPCONS D/ D D D ° D D o o - ° a ° 9° #4 OR #5 OR CUT NAILS @ 24" O.C. COVER / D p O z e a ° ° a REINFORCING PER FLUSH w/ 3000psi CONCRETE. ¢ ° ° e ° ° MONOLITHIC FOOTING ° v� `� ° ° ° ' e SECTION 1 EXISTING FOUNDATION a ° — ° FOOTING TO BEAR ON FIRM °° UNDISTURBED SOIL 1 e° MIN 112" //\//\//\//\ 8 CMU WALL OVERHANGS 2.5 OR LESS /�\/\\//�\//�\ j\\ j\\//�\\�/ ��\\j�\\��\\// STEMWALL FOOTING TO EXTEND MIN NOTES: //\//\\\�\//. 12" BELOW MONOLITHIC FOOTING /\\\\��\,� • ADDITIONAL #4 OR #5 VERTICAL TO BE • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATED WITHIN TRANSITION ZONE REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO REINFORCEMENT IN LAST REINFORCEMENT EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. STEMWALL CELL • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. O \/\ uJ �_ 0 VAPOR BARRIER - / U o ¢ / #4 OR #5 VERT REINFORCINGUP TO 3 4 TO 5 S. COURSES: O.C. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM _ //� / ' #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. _ (BEYOND) cn FLOATING CONCRETE w SLAB W/ 6x6 W1 AxW1.4 WWF OR FIBERMESH > j • s \ \\ #4 OR #5 VERT REINFORCING / UP TO 3 COURSES: 72" O.C. j 4 TO 5 COURSES: 48" O.C. U-BLOCK W/ (1) #4 OR #5 Lo CONT w U) FINISH O GRADE FOOTING TO BEAR ON FIRM - ' UNDISTURBED SOIL —ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM N OPT BRICK LEDGE NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS -- - 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT Cj �TEMWALL CURB SECTION . SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT: 36" MAX VARIES PER __\ ARCH PLANS 12" MIN ` ,. 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/z' CONCRETE SLAB W/ 6x6 WI A x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. \,\\\,\\�,\\y\\7 - VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) I#4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 'NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS.. HIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") v W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" p, ALL OTHER EXTERIOR WALL O CLADDING - MIN 8", U.N.O. ON ARCH N Q VAPOR BARRIER \\//\\ ° ° \\�\\ O \/ 12" MIN \/\/\/\/\/\/ N p 00 Y, 151< PEX FOOTING TO BEAR ON 6" OPT.EXTENSION IN BRICK SOIL FIRM UNDISTURBED�- LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ N co2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE � 16" UNDER 2 STORY WALL w/ :2) #5 OR (3) #4 CONTINUOUS J 5; tds 1 MONOLITHIC FOOTING SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 true design studios j FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q 9000 REGENCY SQUARE BLVD. Qa FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY c: PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. SUITE 100, JACKSONVILLE, FL 32211 O O : CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS WI A x W1.4 WWF OR W FIBERMESHam cy F" U) .� ° e ° 0-HOMON LIJ 16" / VAPOR BARRIER Q 0 6200 LEE VISTA BLVD, STE 400 0 ORLANDO, FL 32822 - 3 BEARING WALL FOOTING SECTION U P: 407-850-5200 Q z aD W CONCRETE SLAB W/ 6x6 W Of W1.4 x W1.4 WWF OR FIBERMESH O O 0'-0" A.F.F. O SEE ARCH O a \p DETAILS 8" MIN ~ e O 8"x8" THICKENED 8" U) � W FTG AT U) LV STEP-DOWN, SEE VAPOR BARRIER Z M PLAN W Ui 1� n/ CURB STEP SECTION m Z LL! W- w 0 0 U) F_1" UNDER MASONRY WALL z 6 CONCRETE SLAB W/ " UNDER WOOD WALL 0 00 z � O 6x6 W1.4 x W1.4 WWF W N OR FIBERMESH VARIES e SEE ARCH < \ w '0 — — — as -- (MAX 16") 0 J LU ° qe /�/ xXN/// // J LLl _ \ \ \ \ \ \ Q 12" MIN. LL �, z LL W VAPOR BARRIER //� ° q �/ \ /�//�//�//j// \ Tom 6" OPT. EXTENSION IN BRICK X LOCATIONS ON FND PLAN a e- 12" UNDER 1 STORY WALL w/ z (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0 O BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS F- z 5 GARAGE EXT WALL CURB SECTION O Abbott Park CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE ILL LL FOLLOWING OCCUR: Q LOT O1%-O2 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z U FROM STRUCTURE STEEPER THAN V-0" VERTICALLY — PER T-0" HORIZONTALL\(TO PREVENT EROSION OF SOIL. U) CONCRETE SLAB W/ 6x6 0 W W1.4 x WI A WWF OR PROJECT NO' Q FIBERMESH z 2021.006636 z 0'-0" A.F.F. SEE ARCH = ('D - a — — — — — — (MAX 20" U DRAWN: / a 4 4 ° a 4 e DEEP) W U) q - a a ---- - - JAR Ww ILL •e Q Io 4" EXTENSION X UNDER BRICK VENEER Q 12 UNDER 1 STORY WALL W/ (2) #4 OR (2) #5 CONT 16" UNDER 2 STORY WALL w/ (3) #4 OR (2) #5 CONT VAPOR BARRIER 0 ♦�%%`jJS1 LqN/�9 .# NSF•,•. J U.11 • G ', U No 85166 �_ U) BEARING CURB STEP SECTION 0 6 }- W z = : a „ 'tJ : r TYPICAL REINFORCIN BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR # ff BAR SET AT MID-DEPT OF SLAB, TYP ALL RE-ENTRANT CORNER 1 I� HOUSE SLABI RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS . ?) T,4 T It O F ° 4 4 Q do,3F4671DA EF4$1� Q G O N A' 5 05-18-2021 Z H U ?� LL REVISIONS: S Q _ No. Description Date 0 } -- W (n z _ W Q w U x ~ W _ z <ST2,D CMU/METAL CONNECTOR ENGINEERING 0 )ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 8'-4" 1 ST LEVEL STRUCTURAL PLAN 1/4" = V-0" WHEN PRINTED ON 22" 04" in 64" In f 8'-4" GENERAL MASONRY NOTES DC1 6 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. C N E • 8U LINTELS MAY BE FILLED OR UNFILLED. N O • 8F LINTELS SHALL BE FILLED. o v N • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. U? c0 • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 8'-0" O.C., U.N.O. 00 y. APE • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. d U • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS ' .— of N MASONRY LEGEND M NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _j 06\ N INDICATES GROUT FILLED CELL WITH NO REINFORCING I. j J .0 J 0 NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 5; t S 30" LAP REQUIRED, TYP AS SHOWN O true design studios j Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN Y U ❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < 9000 REGENCY SQUARE BLVD. (� NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O SUITE 100, JACKSONVILLE, FL 32211 C6 HEIGHT OF DOWEL = HEIGHT OF COLUMN Q FRAMING KEY NOTES (CMU) DC1 LLI H c NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o _ (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > b 011HOMON 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N N OPENINGS. -J m � / 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN W �r LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ZZ ON DETAIL SHEET. Cl 6200 LEE VISTA BLVD, STE 400 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: U) ORLANDO, FL 32822 A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS U P: 407-850-5200 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. (D W 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. 0 • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) UA FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. O • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z I _ 5. FASTEN EACH BEAM TO MASONRY W/ META12 U) W I LLI Uj z_ 100 w w O 0 W z M Z W o W N w o � � w ,� w Z W W O �' o z U O Q 0 w z O Abbott Park a. LL Q U_ v -LOT 017-02 J z Q U � U O 0 - - - _ O w OPROJECT NO: Q LINTEL SCHEDULE z 2021.006636 z LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS U w DRAWN: JAR w PRESTRESSED GARAGE ~ 0 L-1 16'-0" 8F-1-32 DOOR W CHKD: U_ L-2 T-O" sus - CL MJP O L-3 2'-0" 8U8 X o L-4 8'-0" 8F-16 SGD Q LO L-5 64" 8F-16 REAR PORCH } ,tttt��ttttt��i U) L-6 13'4" 8F-16 REAR PORCH pp ���� SIN Lq/U ��i� W W�.•�\G SF•. .� U No 85166 (n to O = _- D�uSigned by: (� W _.0. ?1 % TAl O '• 4/4' Z F /,. Q I C)� • � 3F4671 DACE. F 1 �4 �,0 ; 9/0 N A_ e��� � O tttttt F_ 05-18-2021 Z U_ REVISIONS: Q Sn No. Description Date } W O 2 O w Z J 2 Q U U H X H O a ST= z 3 CMU/METAL CONNECTOR ENGINEERING¢ 0 )ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 1st LEVEL FRAMING PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES vo M • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > rn BY BUILDER o • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, 04 E ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING O U TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. p • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR V 0 TRUSS LABELS & DIMENSIONS r: OVERFRAMING NOTES 4 APEX • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. O U • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. 07 • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d ' N COMMONS MIN. cc • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT 0 CONNECTOR. 04 `~{ • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. 5s • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO _j RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. 4000 LU RAFTER SPAN SCHEDULE J O.C. LUMBER §IZE--------- SPACING _ _ tds -6 2x6 2x8 2x10 2x12 0 true design studios j 12" 15-5" 19'-11" 23'-9" 26-0" Y 16" 13'-4" 17'-3" 20'-7" 22'-0" U 24" 10' 11" 14'-1" 16'-10" 19'-9" < 9000 REGENCY SQUARE BLVD. - --- --- -- -- SUITE 100, JACKSONVILLE, FL 32211 20 L.L./15 D.L. #2 SYP O 0 CEILING JOIST SPAN SCHEDULE LLI SPACING LUMBER SIZE -- —_ 2x4 2x6 2x8 2x10 12" 12'-5" 191-6" 25'-8" 26-0" U111HORION' 16" 11'-3" 17'-8" 23'-4" 26-0" J 24" 9'-10" 16-6" 20'-1" 23'-11" m o ' LU 10 L.L./5 D L. #2 SYP — w.' TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN C'1 6200 LEE VISTA BLVD, STE 400 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. ORLANDO, FL 32822 U P: 407-850-5200 2. TYPICAL BEARING BLOCK Z N • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO � MATCH DIMENSION OF TRUSS MEMBER. w • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. C) O 3. LEDGER FRAMING NOTES C) • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS ti AT EVERY SUPPORT WITH FASTENING SHOWN BELOW qt (MAX 24" O.C. SPACING), OR ti • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Z z LOCATIONS ON PLAN U) W • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER LU Uj PROTECTION AGAINST CORROSION z W • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL U) FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR �J LEDGERS ARE FOR INTERIOR USE ONLY. m ` w ROOF FRAMING LEDGER TO WOOD: W O O V) 2x6...................................(4) 12d COMMON w 2x8...................................(6) 12d COMMON Z 2x10.................................(8) 12d COMMON ( O 2x12.................................(10) 12d COMMON Z W LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q N 1 1 PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED 0 O W w PT 2x8.......(2) ROWS %4' 0 @ 16" O.C. STAGGERED O J PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED _! w �+'+ Q PT 2x12.....(2) ROWS %4 0 @ 6" O.C. STAGGERED LL 0. 0 FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): Q �� LL 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON X O 2x12.................................(9) 16d COMMON 0 �— CL FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O Z PT 2x6...................................(3) W x 4 %" LONG #14 WOOD SCREWS U O PT 2x8...................................(5) W x 4-%" LONG 414 WOOD SCREWS PT 2x10.................................(7) W x 4-1/2" LONG #14 WOOD SCREWS � /i PT 2x12.................................(9) W x 4-'Y2" LONG #14 WOOD SCREWS O Z Abbott Park 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE U_ BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q --— LL PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. - LOT 017-02 w 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF Z Q THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT — (� PERMITTED AT THIS LOCATION 6. ANGLE & LATERAL BRACES MAY BE OMITTED O w PROVIDED GABLE TRUSS IS ANCHORED TO O PROJECT NO: (— MASONRY W/ META12 OR GREATER @ MAX 24" O.G. z 2021.006636 Z W DRAWN: h JAR w 0 w CHKD: LL a MJP O Q o o .�,Jc��iF'9 w ` J W .`� • G No 85166 U) O _ D*uftned by: �.. Q �� . A, V4671 DA(j[J . �,+ O10 N A11 E���•� 0 05-18-2021 Z U Q REVISIONS: No. Description Date - -- - - w U) w O 2 O _ w -- -- w H X 0 aST3A 0 = z CMU/METAL CONNECTOR ENGINEERING¢ m 0 jocusign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 `-- TRUSS TO TOP PLATE, MOISTURE BARRIER UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32"O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 n TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 k " IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE ARCHITECTURAL) I - ;hj �—PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. \ SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1. (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. BOTTOM PLT ANCHOR '/T' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR '/z' WEDGE BOLT W/ MIN 4'/z' EMBED W/ WASHER @ MAX 48" O.C. L d BOTTOM PLATE ANCHOR NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. • INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). INTERIOR LOAD BEARING WALL EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 30" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) ROOF-1 CONP 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" FOR MISLOCATIO 3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2! AND CENTER OF FASTENERS. TO TRUSS W/ MIN ( MIN'%2' EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATI01 HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MAE DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY FCORNERS -"-8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. (1) #5 BAR C( U 6 0 CDO N N V7 O co APEX CD N i N �- cu N N M LL LU 1r Jtds� 0 true design studios >N U POURED CELL w #5 BAR CONT. Y FROM BEAM TO FOOTING U 9000 REGENCY SQUARE BLVD. STEP DOWN TIE -BEAM o SUITE 100, JACKSONVILLE, FL 32211 N O O H � C CF U) 014HOMON, 1 0 :3 m i - _ 0� 5 zzz DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOOR JAMB I / WINDOW TO BLOCK MIN. SCREW LENGTH OR 11/4" PER MANUF. I 3" 5" 116' 3%4" 37 6 5„ 115/16, 3 3/4" 314" 6" - 2 /4 _ 3 3/4" - Z) 0 6200 LEE VISTA BLVD, STE 400 +, (n ORLANDO, FL 32822 U P: 407-850-5200 Z W 0 w LL ITEN OR TAPCONS SCREWS SEE TABLE O ABOVE FOR LENGTH: C) • (2) ROWS'%" DIA. @ 30" O.C. STAGGERED � • (2) ROWS Y/fi' DIA. @ 24" O.C. STAGGERED ti DOOR JAMB OR WINDOW ATTACH TO U- 1x_ PER MANUFACTURER'S DETAILS ti O zZ �^ DISTANCE FROM BLOCK TO DOOR W W JAMB OR WINDOW, SEE TABLE M ABOVE (SHIM AS NEEDED TO Z W Uj PLUMB JAMB, DO NOT EXCEED'/4') 1x_ PT NAILER m Z W BUILT UP 2x_ATTACHED TO MASONRY, (1) PLY O O vJ 1 x_ OR �6 OSB MATERIAL MAY ATTACH TO WALL w DRYWALL z r 8" CMU WALL (D 00 Z < O TYPICAL DOORAMNDOW JAMB TO BLOCK a > 0 (TYPICAL FOR ALL MASONRY OPENINGS, UNO) 0 W W - - - -- -- o � W W W OL z0 �� V— LU 0 X 0 Z U 0 Q � w z 0 Abbott Park J U_ a. Q LL v LOT 017-02 w z Q U) 0 0 0 w O-• PROJECT NO: I z 2021.006636 — z U DRAWN: W JAR w w CHKD: LL a MJP 0 Q 0 Qc:) J5�N LA N�,� w o �.• ��'EniS• .9 w z No 85166 cn 0 ` !^ D*uSlgned by: 0 w :-u: 'a z [T� F W % ,,''•• Q i ••. 3F4671DA EF4'�`V Z ., . i� N A is � `` 0 O 81111� cn 05-18-2021 z _U LL REVISIONS: Q u) No. Description Date 0 } - w U) O i J F- 0 W z - - J 2 UJI H Un xST~ O a z Q O CMU/METAL CONNECTOR ENGINEERING 0 )ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 TRUSSES PARALLEL TO WALL: 2x4 SPF (MIN) NAILER FASTENED TO DBL TOP PLT W/ 10d @ 3" O.C. TRUSS PERPENDICULAR TO WALL: 2x4 SPF (MIN) BLOCKING BETWEEN EACH TRUSS. FASTEN TO DBL TOP PLT W10d @ 4" O.C. TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRAC€- 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. w J w U V1 w w U) v SEE TYP WALL EDGE, 12" FIELD. TYPICAL PORCH SHEATHING DETAIL THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) ROOF 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 FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 2x4 SPF (MIN) BLOCKING BETWEEN EACH TRUSS. FASTENTO BEAM w/ 10d @ 4" O.C. UPLIFT CONNECTION PER TYP WALL PORCH BEAM 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1-'/2' 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER I TRUSS ENGINEERING MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10) 1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. BOND BEAM REINFORCEMENT (SEE WALL SECTION) FILL SOLID TO BOND BEAM I I 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 ° sus ° LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 w J w U w w U v — MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/2' (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) BOND BEAM REINFORCEMENT (SEE WALL SECTION) — FILL SOLID TO BOND BEAM LINTEL REINFORCEMENT 8 F -1 - #-DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-1-# 8'-1" ABOVE F.F.E. Y TOP OF GARAGE DOOR 6-1" ABOVE F.F.E 4'-9" ABOVE F.F.E. 2'-9" ABOVE - F.F.E. T-1 2x6x12 PT - CENTER BUCK 48" DIA. ANCHOR • 2x4 PT TOP BUCK rLOF OPENING 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 48" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/2" x 4te" 0'-9" ABOVE _ THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF - ---- CURB F. F.E. GARAGE DOOR JAMB DETAIL FASTEN 2x4 NO.2 SYP NAILERS TO SOLID FRAMING W/ (3) 0.131 "x3" RING SHANK AT 16" O.0 RAFTER TO NAILER W/ MIN (4) 8D COMMON TOE NAIL 2x4 NO.2 SYP AT 24" O.C. FASTENED TOGETHER WITH (4) 8D COMMON, D1 SHED ROOF DETAIL -- PRE -CAST LINTEL #5 CONT. PER PLAN v Q (1) #5 BAR AT CORNER J W/ MIN. 25" LAP N _z #5 CONT. v 1Tl 1 l FILL BOTH LINTELS SOLID 6 , W/ CONTINUOUS POUR v 1 L] Iv l T-FT v 1 PRE -CAST LINTEL PER PLAN -- MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER TRUSSES NEEDING BRACING N O 0 CD N Un > v 00 APEX O C O _C U N I lK\ 11 1 0) N 0 N Ct JT MUST BE N I ONE PIECE, M LL DPING LL •�. f P LZ _J Jtds 0 true design studios O U Y 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES o SUITE 100, JACKSONVILLE, FL32211 6 O O 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). T_ _0 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY W CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. F- 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS, NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. cp 4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (ONO). R'B"HOMN, � 5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. � N 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. CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED BRACING SIZE CLR �ALTERNATE OR L SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* J � w w Q � U' 6200 LEE VISTA BLVD, STE 400 +O. ORLANDO, FL 32822 - U P: 407-850-5200 Z W O W w O O O a) ti SINGLE TRUSS BRACING r- ti 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL O RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN Z ALTERNATIVE WEB BRACING METHOD IS DESIRED. (n z U) 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR W SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. W 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND Z co GRADE AS WEB TO BE BRACED. (q m z W w 0 O U) W Z VERTICAL BARS TO EXTEND TO Z TOP OF WALL AS SHOWN. MIN W > O TOP OF WALL 6" BEND INTLl QO BOND BEAM Q L_ O LU _j qqt LU LU o r x 0 I- --I- -------- ---------------- OU O 0 W O Z Abbott Park w _j a I PRECAST LINTEL SEE Q U_ SEE PLAN PLAN 0LOT 017-02 LLI J Z __.. Q EXTEND REINFORCING TO 0 - - - END OF PIER W/ 6" BEND TO U, LAP WALL REINFORCING AS O 0 SHOWN. O PROJECT NO MIN (2) SOLID FILLED & Z 2021.006636 Z REINFORCED CELLS W/ NO.5 = _ 0 VERT. BAR ADJACENT TO W DRAWN: (n GARAGE DOOR OPENINGS. I-_ JAR W XCHKD - - — --- 0 NO.5 VERT. BAR IN FILLED W MJP U- CELL AT EACH END OF PIER 11 O I NO. 5 DOWEL TO MATCH EACH Q � SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING >- ,,,tttttttl/�J�I� TO LAP WALL REINFORCING m %%` ��N F'qN �'�� W W/ MIN 25" LAP UNLESS NOTED 0 ��, �JS�G•E NS OTHERWISE ON DOWEL & LINTEL W 4�1 U PLACEMENT PLAN. MIN 6" BEND Z NO 85166 U) AT BOTTOM. * : U) 0 _ D*uslgned by: —7 - - -r - LLJ = "0 ; Z CONCRETE 2 TAT' _ _OF 1[! FOUNDATION WORK Q Q 3F4871DA EF43 44/ TOP OF FINISH PER PLAN Z T•.'c �: FLOOR SLAB -- - ii�� •• OR I O,.•�\,��� O jjj���tttttt-` /�- ~ O — 05-18-2021 REVISIONS: I I I No. Description Date 0 U) \ \ \ \ \ \ J UJI = O W Z -- J GARAGE SHEAR PIER - - TYPICAL PRE -CAST LINTEL OPTIONS CMU/METAL CONNECTOR ENGINEERING _