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HomeMy WebLinkAbout8007 Wheat Stone Drt i i .'-5 s DRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A405 DETAILS A500 DETAILS A501 DETAILS A502 DETAILS A503 DETAILS A600 CABINET LAYOUT A601 CABINET LAYOUT A602 CABINET LAYOUT STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 _ 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST ISECTIONS AND DETAILS DR HORTON 1402 BOWEN ELEVATION B Abbott Park,, LOT 002mO3mA ELECTRICAL SHEET NO. SHEET NAME —El 10 1st LEVEL ELECTRICAL PLAN BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2017 FL BUILDING CODE - FUEL GAS: 2017 FL BUILDING CODE - PLUMBING: 2017 NATIONAL ELECTRIC CODE: 2014 FL BUILDING CODE - MECHANICAL: 2017 FL FIRE PREVENTION CODE: 2017 FL BUILDING CODE - ENERGY CONSERVATION: 2017 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS CONDITIONED AREA 11 st Floor - -- 1402 SF 14n7 SF UNCONDITIONED AREA Garage 385 SF _ Entry_ 5588 SF :.Lanai _---__+�9-8-SF --- � 541 SF VOLUME 1 st Floor 113083 CF ,Grand total 801 3 CF c � WQRk NHALL COMPLY WITH PREVAILING 0098 FLORIDA aUik-CJi tiG COOE, ]NATi()NAL EL l CTRIC C )r) ORDINAI` 0108 REVIEW DATA FEB � � CITY OF ZEpHYR1HILLS PLAIN! �%:��Fsffti'ER Z//1/ E O 0 O U N tf) 0 00 APEX CD d' U 1 N N co J L - -, W J J_ ; tds i7� z true design studios j (A Y U 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O 0 w mmom ID > U®Ron N ID U 6200 LEE VISTA BLVD, STE 400; U) ORLANDO, FL 32822 U P: 407-850-5200 z W CD W IY O O O rn 1 d u7 ti z z !!^^ U) VJ U)LLI LLJ MM z_ W W w 0. p 12�m 0 �/� w O vJ W Z z W Q U) w > Uj Nct w ® W d' o 0 !' W LIJ a x z O O U a p p LU z O J Abbott Park a W Q U- v LOT 002-03-A w z_ Q � 0 O w J PROJECT NO: 2019.007602 z U DRAWN Uj LDG w wCHKD: p a. JAC p Q o Q LO m w p J Z U O � wc z_ G Q Q z < +/ p O 1 09-26-19 Z U_ REVISIONS: Q Q _ 0� U) No. Description Date p >- �� v ---� w O = Z w 2 Q U U w U) X I— W O a z Q 0000 O 0 r Footer .d Re -Bar (sized according to foundation plan) ai #4 awg CU bare w/ 10' stubbed outside of slab at service Q q location. Connect to footer steel w/ (2) ground clamps 5' apart , r al �k 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 F - _\ Q1_ METER MAIN, ___t _� Disc. �_. #12 COPPER TO APPLIANCES AND GFI I � 150 OR :L 200 AMP TYPICAL ELECTRICAL �_ #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER UNDGND #8 COPPER TO RANGE SERV. BY POWER CO. #6 COPPER TO HVAC N.T.S. #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE /N STRICT COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION i • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R501.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA- 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING `144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN T-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS • FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH FBC R703.8 • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, j 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 • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USEABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND INSTALLED PER FBC R302.12 & R302.12.1 • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCATION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER FBC R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312.2.2 • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR • C.J. = RECOMMENDED MASONRY CONTROL JOINT LOCATION • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING O O CD U 0 00 4 / \ o PEX -� U O N CU N N cn J U_ tds J � J_ ZO true design steadies a) (A Y 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 vi O O CY U) M"a Holow? I (n CY U) 0 a N m L LL1 Q D 0 6200 LEE VISTA BLVD, STE 400 1� Cl) ORLANDO, FL 32822 U P: 407-850-5200 Q Z W W rY O O O O ti d' LO ti Z Z U) U) Z LLJ 00 W_ W 7 Z W m O w U) J W W V ) Z z IM Q U) W > w CV w O O J a. w o _o w H - X O - tY � O Z U O Q 0 ® LU Z O Abbott Park a J LL Q U_ v LOT 002-03-A LIJ Z Q O ui "-I PROJECT NO: Z 2019.007602 Z LUDRAWN: �. LDG LU tx CHKDLL a JAC p Q � U) 00 J Q - LU U t Z U) O 0 W Z 2 Q Q Z < U) p O 09-26-19 z UREVISIONS: Q i < Of No. Description Date o Lu O O Z I QU U W U) F- H X O az a AOOO o i ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) r FINISH PER l COMMUNITY SPECS TEMPERED GLASS / I OVER KNEE WALL 14"x16"x3" SHWR NICHE O w z of FIELD VERIFY > j FIXTURE & NICHE LOCATION N m 2"x4" STUD WALL 3'-0" v M FOR SHWR PAN M VARIES ON 3-3/4" SHOWER PAN RECESSED SHWR CURB PER MANUF SPEC NO CURB ON RECESSED SHOWER 1 SHOWER DETAIL A� Q 1/4" = V-0" WHEN PRINTED ON 22"x34" ., I Cl (f 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 BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2"x TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. 262 - 1"x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. rL OF LIGHT TO BE 6-0" A.F.F. U.N.O. 12'-7" 9'-11 1 /2" 2'-4 1 /2" 11'-5" 10'-8" 22'-0" 8'-4" 1'-71/2", 8'-10" 2'-7" 2'_7" 2020 SH TEMP 3050 SH EGRESS 2x6 CENTERED @ 34" A.F.F. 3050 SH EGRESS HB 8' - 0" H.H. 8' - 0" H.H. 8' - 0" H.H. .. ..- __ O - 120 160O M ,n LL,x5? o o so 0 ooNv-mo-� 128i o r+ 00'107 ^' �' FLEX o 2��„ o °O 0o -- 9 -4 CLG m N BEDROOM 2 OWNERS BA 9-a CLG OWNERS SUITE 9'-4" CLG ,_ n 9'-4" CLG �- 9'-4" CLG o v� - �- Q o 0 = 0 41/2" Cl) cn N 3 1 /2" �n ao i0?S o -- k.0 �---a 12'-7" _ �2'-3" 4'-2" 1'-9" 4'-2" 3'-0" 5'-4" 2'-5" 4'-2" 6'-6" N 2'-4" o I X 21068 � V � o 1- W w %_105 — 21068 GARAGE `�°�I F,126 9'-4" CLG 19 WIC PANTRY N N o0 00 9'4TICLG WALLS &CLG BETWEEN GARAGE ic, _4i 9'-4" CLG o 9'-4" CLG = = o 0 1123 N N o & RESIDENCE TO BE COVERED °0 �- I o N 11 0 `^ `^ N cv LO WITH GYP BRD ON GARAGE SIDE 00 ' "' L 1S&1R '-- ``' -� ---! OF STUD WALL PER FBC TABLEM 36"x60" R302.6 ATTACHED IN ACCORDANCE 9 o21068 '140 O W/TABLE 702.3.5 N — —140— 101 o - j i `" i — - cli 143 101 0 O i KITCHEN i N 110 ao 00 9'-4" CLG I 21068 u_ I W OUTDOOR LIVING `� 130' 142 I LAUNDRY u O i' _ � I o �� 9 -4 CLG I o GREAT ROOM ,� I 9 -4 CLG r.,l � aD o o LnI N OO 1 I o i _ _' N E I N 9'-a" CLG DINING 101 0°0 \ o o _ 0 I f 0 9'-4" CLG 0 t 1 10s 21068 rn 00 N I l o l ENTRY - -E. 9 -4" I 0?CLG � T-6" 6'-5" 5'-11" 2'-7" 5'-1"-!_ o co I I ! U) - I I FOYER Z I - 9'-4" CLG M j I I, o ----- CV --- - --- 1801— i 180 I I — 3050 SH 3050 SH 3050 SH - AU COLUMN 8 _ 0 H.H. HB 8 -0 H.H. 8 -0 H.H. ;E: STRUCT) I I I � L—J I 4" 8" 6'-4" 3'-0" 14'-0" 15'-0" 18'-0" 4'-8" T-0" 50'-0" le 6-0" 6-0" 57'-0" 12'-0" 69'-0" 1st LEVEL FLOOR PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" O O O t? N � C3 O co APEX -� O {� m N N co —1 LL �- W J > tds z true design studios (D U) Y U 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O Q W H � p U) Cn 0,H)HOMON' ty bow 1 U' 6200 LEE VISTA BLVD, STE 400 W ORLANDO, FL 32822 U P: 407-850-5200 z W W !Y O O O O r` LO rl- z z (n z W U) w U m Z) m w 0 Z O w U) z E_ y) z w N > w VJ w o 0- O LL w x O � w Q w O ~ x - a O U z O Q p p W O z U- Abbott Park LL a Q LL v LOT 002-03-A w z - U O w J O PROJECT NO: I— z 2019.007602 z = O U DRAWN: H LDG w p x CHKD: w ILL JAC p Q x 0 U) m LU p J w U z O w z z NQ IY Z p O 09-26-19 z U w REVISIONS: Q Q w �2 No. Description Date p } W O �2 O ~ z w = J IC) w U) x 0 z w a Q Al 10 O p � ELEVATION KEY NOTES LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" BEARING HEIGHT i FINISH at BEAM/LINTEL PER PLAN (RE: ELEV) PRECAST LINTEL RE:STRUCT ` z= • QLL 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 W/ 4" CAP & BASE PER a BLDR SPECS 8" CMU 2x PT BLOCKING STONE LEDGE DECORATIVE STONE VENEER w 16" CMU BASE F.F.E. CONCRETE SLAB at ENTRY 1 TAPERED COLUMN DETAIL A200 1/2" = 1'-0" WHEN PRINTED ON 22"x34" Z O a w J w BANDING (1.5") o_ WINDOW OR JAMB 2" w TRIM J w 2 DECORATIVE HEADER DETAIL A200 1 1/2" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT VENT I PROP LINEAL PROP j Name i Area HIGH LOW # RATIO ; HIGH FT LOW A 1943 SF 466 in 466 in 4 144 576 1 196 11801.24 1'-0" (TYP) o'ka— _ ...----------- ......... . . .. ..... .. ..... .. ..... .. Z� ROOF PLAN 1/8" = V-0" WHEN PRINTED ON 22"04" RIGHT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT (AFF�_ _ _ _ _ _ _ _ _ _BUILDING HEIGHT (AFF� - - 12 - - -\ - - 15'-91%8" 5 1st LEVEL B_RG (TOB V g 4" ----- -- - - �I 1st LEVEL FFE _-o ---- - 220 REAR ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG_(TOB __ 1st LEVEL FFE o'-o" BUILDING HEIGHTAAFF) _ _ _ _ HEIGHT I BV GRADES _ _ _ _ _ _ BUILDING HEIGHT J. ----- -- -9_1 ---- — - - - -- -- - - -------------- - 15'-91/8" 16'-51/8" 15'-91/8" 1st LEVEL BRG (TOB)—__—__— ' „ - -- — I 1 _ I A200 I I 1st LEVEL FFE_ _ _ ---a 12 262 6" 5 224 1 I l^ TL J L. FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"04" (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS j SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. 262 - 1"x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. rL OF LIGHT TO BE 6-0" A.F.F. U.N.O. O O O U N > U? O APEX o v � N r � r ca CV CV co Ld _j J_ ; tds z true design studios Y U 9000 REGENCY SQUARE BLVD. M o SUITE 100, JACKSONVILLE, FL 32211 ui O O r Zj w- H ch c > 11HOMON' (if Q �. O 6200 LEE VISTA BLVD, STE 400 U) ORLANDO, FL 32822 U P: 407-850-5200 Z N W 0 W 0Y uH z z U) LijZ w U) w U W m W LU 0 z O w W Z im ��^^ z W o N > w� vJ w O O w O �— wLU Q O r X Q_ w O r r zO aC p p w Z O Abbott Park 13f LI_ a - U_ LOT 002-03-A W z — — Q 0 O w J PROJECT NO: z 2019.007602 z U DRAWN: LDG w X CHKD: LL a JAC p Q X Q U") m w p J w Q z U O � w z 2 Q Q z < u� p O U) 09-26-19 Z U_ w REVISIONS: Q Q IY u) No. Description Date p } n w O_ z U L —IJ U w X ~ W O W Z Q A200 O p 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 VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS q8" THICK STUCCO FINISH - TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) VARIES (RE. - OF PLAN) I, I VARIES (RE: 12 ELEVATION) F 1st LEVEL TOB rk VARIES (RE: ELEV) INSULATION PER CODE 12" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al 10/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" z_i a 2 ° - INSTALL VAPOR IER ° IN ACCORDANCE WITH -- ASTM E 1643-98 FOUNDATION/FOOTING VARIES a (RE: STRUCTURAL) 1 TYP ONE-STORY_ _W_ALL SECTION _ A400 SCALE: 1" = 1'-0" O O O N �^ LO O � O o A 0 00 PEX N N co � a Q W � _J ; tds z true design studios (D U) Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 o O w � �- cn cy U) ilm cn > 0 ®Roff'o""'Offoll m W Q /im U' 6200 LEE VISTA BLVD, STE 400 U) ORLANDO, FL 32822 U P:407-850-5200 Z W 0 W 0 0 O m e i` ti z z U) w LU rn U/ W z U m 0° w_ O Z p W U) z F z w o N > W vJ W O O J ry a. J ILL �• W X Q p O W Ill Q O x O U z O Q p p w O J U_Q Abbott Park z Of a LL v LOT 002-03-A Ill J z Q W O 0 J w O PROJECT NO: Q z 2019.007602 z U DRAWN: w LDG w 1- p x CHKD: a JAC p Q x Q LO U) m w 0 J w >z U U) O U) z z Q U p O 09-26-19 z U a REVISIONS: Q Q u) No. Description Date p }, w J w z = J w U H U) x ~ O w a z Q A400 O p i i� r METAL LATH ONE LAYER OF WATER -RESISTIVE TRADITIONAL HARD -CO VAPOR -PERMEABLE BARRIER WITH A STUCCO INSTALLED IN PERFORMANCE AT LEAST EQUIVALENT ACCORDANCE WITH THE TO GRADE D BUILDING PAPER. MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. ZIP SYSTEM 0 TAPE (PCA) RECOMMENDATIONS (INSTALLED OVER ALL JOINTS WITH THE MOST IN ZIP SYSTEM SHEATHING.) RESTRICTIVE CONTROLLLING. OVERLAP TAPE A MIN V AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT PANELEDGES VERTICAL AND HORIZ CONTROL JOINTS AS REQ'D FASTEN ZIP SYSTEM 0 SHEATHING AS REQUIRED BY ENGINEER -OF -RECORD AND/OR LOCAL BUILDING CODE TOP EDGE OF WEEP SCREED TAPED TO WALL SHEATHING WITH ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC148) -­1 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. ZIP SYSTEMS ® SHEATHING WITH HARD COA T STUCCO AT 2ND LEVEL BLOCK TO FRAME TRANSITION) ese 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. WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIF SYSTEMS 0 SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENI PANELEDGES ZIP SYSTEM 0 TAPE (INSTALLED OVER AL JOINTS IN ZIP SYSTEI SHEATHING.) OVERLAP TAPE A MIN OF V AT ALL T-JOINT; 1/8" GAP RECOMMEN FASTEN ZIP SYSTEM REQUIRED BY ENGIN AND/OR LOCAL BUILC CMU N `ZIP SY5 I tM CRJ SHtA I HIND IJ AF'NKUVtzU I U REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT 2ND LEVEL (BLOCK TO FRAME TRANSITION) These construction details are provided to assist in 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 0 SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENDED AT PANELEDGES ZIP SYSTEM 0 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 0 SHEA' ENGINEER -OF -RECORD ANDK *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING 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. TRADITIONAL HARD -COAT - STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. FOUNDATION 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 ON 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 NATURAL OR MANUF — TAPED TO WALL SHEATHING WITH STONE VENEER. ZIP SYSTEM® TAPE OR ADHESIVE INSTALL IN BACKED FLASHING. (MUST MEET ACCORDANCE AC148) WITH MANUFACTURER'S RECOMMENDATIONS FOUNDATION \ da e d DRIP EDGE FLASHING OR WEEP SCREED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AT BASE OF ZIP SYSTEM WALL SHEATHING ZIP SYSTEMS ® HARD COAT STUCCO AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System 0 product(s) and may not apply to everysituation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. 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) ZIP SYSTEMS ® SHEATHING w/ ADHERED STONE AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System ® rod and n I p a p Sys e p uct(s) a may of apply to everysituation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. N ? a O' APEX O U �f r � � t2 N N co J S2 W f: .J J z true design studios U) Y 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 O 0 W � � is Cn ow" m uffON w dw M eft Q 0 6200 LEE VISTA BLVD, STE 400 4- U) ORLANDO, FL 32822 U P: 407-850-5200 z W 0 w <Y O O O O r ti tc� ti z z W LLI U) W z_ U W C0 w W O O W U^ VJ z � vJ Z w o04 > w U) w o w °- d' o TM o LU X o z 0 0 Q p o w I-_ O J LL Abbott Park f1 Q Ll_ V LOT 002-03-A w z Q W O w J PROJECT NO: I— z 2019.007602 z U � W DRAWN: I— LDG w X CHKD: a JAC p Q X Q LO m w w Q z 0 O U W z Q Q z < O U) 09-26-19 z U Q REVISIONS: < U) No. Description Date 1 } w Q = J H O w z J 2 w U X 0 az Q A405 O 0 Z WOOD SHEATHING WRB LAYER#1, STUCCO WRAP METALLATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. T 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOA O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ® ® FOLD at 77° iT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES x ROOF/WALL SCREED x x x x 5x5 WALL FLASHING x x > Z w� _ oz ZW D a� . x x x x x FLASHING x (SEE DETAIL) FELT UND Y WATER TIGHT SEAL �eQ�ce (BEND OR SOLDER, DO NOT T) SHINGLE ROOFING J ti DRIP EDGE: OVERLAP S, EXTEND 1/2" BELOW SHEATHING, FASCIA WRAP NOTE: INSTALL KICKOUT 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 © PLAN A SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATI1 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 - / 2x SUB-BAND\W/1/2"X? NOTCH ----------- @ END, WRAPPED IN PEEL& STICK \ ' ill DRIP EDGE �\ 1/8" 8" TEXTURED \V FINISH @ WOOD�8\TEXTURED 1 1/8" Fv • FINISH @ CMU \ METAL FASCJA WRAP\Y8" FROM STUCCOI, 1' FROM WOOD WALL EXTERIOR WALL \ �Ff2AME OR CMU) \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) OA ELEVATION i DRIP EDGE, 1" OFF WALL \I(NOT INTO STUCCO) �,8' 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 PRE-ENG'D TRUSS TO BE CUT @ WOOD WALL WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCIA WRAP 2x SUB -BAND W/1 �"x4" NOTCH @ END METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL a WALL 2x6 SUB BAND ©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 8„ STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN '-q" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK -ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL (C-D, WALL WOOD SHEATHING WRB LAYER#1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE r-11W 812comj1 WALL KICK -OUT FLASHING i 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, D WRAPPED IN PEEL & STICK *ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL a- WALL W/ KICK -OUT SCALE: N.T.S. E O O O y N > Ln c; o A 0 00 PEX o � N N M J LL '~2 W J J_ ; t S Otrue design studios W Y U 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O O cn C j 04#0190N v mLLJ s,g s lJ D 0 6200 LEE VISTA BLVD, STE 400 U) ORLANDO, FL 32822 U P:407-850-5200 h Z W 0 w Z z U) U) W Z U W N 1..` m Uj W Z O rW V J W I— U) z W o N > LU U) o W 0- LL z O TOM L1J a O= W O Q 0 IY Abbott Park Q LOT 002-03-A Z (D OPROJECT NO: O z 2019.007602 U DRAWN: w LDG cn F- w CHKD: a JAC Q x o Q LO co W Z O W Z U) O ~ 09-26-19 H _U LL REVISIONS: Q Of W No. Description Date Q O �— -- O Z U w I-_ w a QA500 w ti x Z W Z a LL w J U W Q z W 0 LL O O W J U (7 >Z_ L.L Z Q W W 2 W J Q U 0 z O1 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) VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. 12" GYP BIRD 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) 8" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1 1/2" = 1'-0" PRE -FORMED CONTROL / \ JOINT W/ STRIP LATH 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) CONTROL JOINT - VERTICAL -CMU SCALE: N.T.S. 2��f CORNER BEAD (FASTENER & SPACING at 7"O.C.) ;MU 112" (MIN) STUCCO FINISH (EXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) WOOD BLOCKIN SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN KMASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 11/2" = 1'-0" STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D M "Z" FLAS DO NOT CA_, SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) ` PRECAST CONCRETE SILL 1a" BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD GYP BIRD OVER INSTALLED PER MFR 1x2 TREATED WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP) %" STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 11/2" = 1'-0" ELECTRIC MEl FIELD VERIFY LOCATION AREA TO RECE, 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 INISH COATING OVER PRIMED HREE COAT STUCCO FINISH 8' NOM) OVER GALV MTL LATH ✓ER 15# FELT OVER APPROVED DUSEWRAP ASTEN TO WD STRUCTURAL IEMBER at 7" O.C. MAX " TO 4$' MID -WALL JEEP SCREED WIDE STRIP SELF ADHESIVE :LASHING, CLEAN MASONRY lEFORE APPLYING /2" (MIN) STUCCO FINISH "EXTURED PER COMMUNITY IPECIFCATIONS STUCCO WD SHE) (RE: STR O C7 O �? N rJ7 0 APEX 0 0 v � Ki3 N N M LL W tds J � J_ } z true design studios a) (A Y C 9000 REGENCY SQUARE BLVD. a) o SUITE 100, JACKSONVILLE, FL 32211 O LU �- cn U a) DNE (1) > a) 3 ELECTRIC m s CAVITY TO BE FILLED Q WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN Cl' 6200 LEE VISTA BLVD, STE 400 FOAM ("GREAT STUFF" OR ORLANDO, FL 32822 SIMILAR) U P: 407-850-5200 APPLY A SILICON BASE Z >a) SEALANT AT POINT THAT w ELEC WIRE PENETRATES w O O O O i ti PROVIDE STUCCO LO SCRATCH COAT LARGER ti THAN THE ELECTRIC METER CAN OR METER O CAN COMBO OR METER z ' ^ CAN AND DISCONNECT co W �w w MM Z W U 7 L W O Ofo V ) Ill Z VJ ALE: Cn sc N.T.S.s � w Q N W W o � L j D- a 1BERCEMENT -OR- VINYL LAP LL Q >IDING OVER APPROVED Z W W iOUSEWRAP INSTALLED PER O AFR WRITTEN SPECIFICATIONS - =XTEND HOUSEWRAP Q )VER NAILING FLANGE O r � � O Z C O ATL DRIP FLASHING W/ Q iEMMED EDGE SET IN CONT 3EAD OF SEALANT 2 Z RIM (RE: ELEVATION) O Abbott Park --XTEND 12" SELF-ADHERINGLLd AEMBRANE FLASHING OVER Q LL VINDOW FLANGE SET IN CONT LOT 002-03-A w 3EAD OF SEALANT C) J /INYL FLANGE CASING BEAD Z C NSTALLED PER MFR CD VRITTEN SPECS (TYP) 0 Q /2" (MIN) STUCCO FINISH 0 w EXTURED PER COMMUNITY O PROJECT NO: Q 3PECIFCATIONS z 019 007602 ciniKit--% 2 z = 0 WDRAWN: LDG w CHKD: w JAC 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 gM�ApS�OyNNRGY� BEFORE METALI DOOR FRAME EXTERIOR SCALE: 1 1/2" = 1'-0" 0 SCALE: N.T.S. � m w � J w U Z U) IN O O w z_ CMU WALL W/ 1/2" (MIN) STUCCO FINISH Q �" GYP BIRD OVER (RE: STRUCTURAL) Z Q 1 x2 TREATED U,j j 0 FURRING STRIPS ' at CMU WALL (TYP) OFO SEALANTS BEAD PT 1x4 09-26-19 Z SELF ADHESIVE -OR- C PT 2x4 FRAME FLUID APPLIED ANCHOR FLASHING (CLEAN REVISIONS: q SHIM AS NEEDED gM�ApS�OYNNRGY�BEFORE Q Q METALI DOOR FRAME No. Description Date -7!N} W INTERIOR EXTERIOR C7 w H DOOR JAMB at CMU z Q SCALE: 1 1/2" = 1'-0" W U F- H x O az Q A501 O 0 1x TRIM MEMBER at STUCCO 1/4" GAP TYP METAL LATH TO SIDING TRANSITION CASING BEAD WRB LAYER #2, TO TRIM FORTIFIBER SIDING BUILDING PAPER WRB LAYER #1, CASING BEAD STUCCO WRAP 6" SELF -ADHERING WOOD SHEATHING FLASHING -OR- PEEL & STICK CROSS SECTION SIDING TO STUCCO CASING BEAD SCALE: N.T.S. 7/8" THICK, 3 COAT CEMENT PLASTER 2x FRAMING MEMBER CORNER BEAD FASTENED TO SHEATHING @ 7" O.C. MAX. WRB LAYER #1, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER CORNER BEAD at FRAME SCALE: N.T.S. PRE-ENG'D TRUSS @ 24" O.C. BEARING COLUMN /POST WOOD CONSTRUCTION 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 7' FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER E-Z BEAD VINYL CASING (W./ 3/8" FLEXIBLE PVC BACKER ROD) 6" SELF -ADHERING FLASHING 7/8" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #2 WEATHER RESISTIVE BARRIER #1 NOTE: 1. APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6": @ VERTICAL LAPS (ROLL ENDS) & 6" @ HORIZONTAL LAPS, ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / — LAP VERTICAL LAP TO BE 1" 1" IN @ 7/8" THICK, 3 COAT METALLATHLAP CEMENT PLASTER X. METAL LATH METAL LATH WRB LAYER #1, WRB LAYER #2, STUCCO WRAP FORTIFIBER BLDG WRB LAYER #2, — \ PAPER FORTIFIBER L 6MIN. PAPER P BELOW ON 1 BUILDING PAPER WRB LAYER #1, STUCCO WRAP F77 WOOD SHEATHING > J 1" MIN. LAP @ METAL LATH NOTE: 1. SIDE LAPS OF METAL PLASTER BASES SHALL BE WOOD STUDS SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS SHEATHING WITH 0.0475-IN. (1.21-MM) l 1 I J WIRE AT INTERVALS NOT w BUILDING PAPER MORE THAN 9" (229-MM). AS PER ASTM C1063 7.8.1. a 2. FOR REPAIR OF TEARS IN STUCCO 'N� WRB LAYERS, TEARS MAY a BE PATCHED W/ HOUSE = WRAP TAPE PER MANUF. SPEC. OR PEEL & STICK. A METAL LATH OVERLAP SCALE: N.T.S. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING WEATHER RESISTIVE BARRIER #1 - WEATHER RESISTIVE BARRIER #2 Y GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER #1 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER 6" SELF -ADHERING FLASHING SEAL GAP W/ CAULKING OR APPROVED SEALANT E-Z BEAD VINYL CASING (W/ 3/8" FLEXIBLE PVC BACKER ROD) E-Z BEAD VINYL CASING (W/ 3/8" FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO at FRAME TO FRAME TRANSITION SCALE: N.T.S. PRE-ENG'D GABLE TRUSS x WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 7/8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) VINYL CASING BEAD GABLE/HEADER W/NO BAND SCALE: N.T.S. PRE-ENG'D TRUSS @ 24" O.C. I ,I BEARING COLUMN /POST I PRE-ENG'D GABLE TRUSS WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 7/8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING YI VINYL ANGLED CASING BEAD S.A.F.(3" MIN) 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) VINYL CASING BEAD WOOD SHEATHING GABLE/HEADER W/ BAND SCALE: N.T.S. WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER #1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER 7/8" THICK, 3 COAT CEMENT PLASTER 7/8" TO 7/8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING WOOD FRAMED WALL CONTROL JOINT - HORIZONTAL WOOD FRAME SCALE: N.T.S. PREFORMED CONTROL JOINT �\ FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @8" O.C. MAX. (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 3/8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION / FASTENERS TO BE SPACED @7" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIES AT EACH SIDE. PER ASTM C1063 7.10.14 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN C O O O U 7/8" THICK, 3 COAT CEMENT PLASTER `04 0 / / \ WRB LAYER #2, FORTIFIBER �A c BUILDING PAPER PEX APPROVED METAL LATH FASTENED @7" O N \ (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #1, STUCCO WRAP r- N WOOD SHEATHING cV � , 0"3 CONTROL JOINT - VERTICAL WOOD FRAME BACKER ROD (TO BE 7/8" THICK, 3 COAT CEMENT FRICTION -FITTED) PLASTER WINDOW FRAME - - METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WINDOW FLANGE 2x FRAMING MEMBER BUILDING FRAME EXPLODED VIEW FOR CLARITY WRB LAYER #1, STUCCO WRAP 6" WIDE PEEL & STICK OVER FLANGE AM66 VINYL CASING BEAD (5/8" OR 7/8" PER FIELD CONDITION) `APPLY FULL BED OF SEALANT BETWEEN FLANGE & BUILDING WRAP 1/4" GAP TYP CASING BACKER ROD (TO BE BEAD TO WINDOW FRICTION -FITTED) 7/8" THICK, 3 COAT CEMENT PLASTER WINDOW FRAME METAL LATH — WRB LAYER #2, FORTIFIBER -- BUILDING PAPER WOOD SHEATHING j WRB LAYER #1, STUCCO WRAP WINDOW FLANGE 2x FRAMING MEMBER 6" WIDE PEEL & STICK OVER FLANGE AM66 VINYL CASING BEAD BUILDING FRAME (5/8" OR 7/8" PER FIELD CONDITION) EXPLODED VIEW FOR CLARITY EZ BEAD WINDOW CASING SCALE: N.T.S. WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 I' WEATHER RESISTIVE BARRIER #2 7/8" THICK, 3 COAT ✓� CEMENT PLASTER VINYL CASING ' 5/8" T DRY METAL LATH TEXT PAINTED A WOOD SHEATHING HEADER/BEAM 7/8" THICK, 3 COAT 4" POSITIVE DRAIN CEMENT PLASTERf% VINYL CORNER BEAD J WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE VINYL CASING BEAD ACCESSORIES ONLY) DRIP EDGE INSTALLATION SCALE: N.T.S. FINISH COATING PER BUILDER SPECIFICATIONS OVER PRIMED THREE COAT STUCCO FINISH (7/8" NOM) OVER GALV MTL LATH OVER 15# FELT OVER APPROVED HOUSEWRAP HEADER (RE: STRUCTURAL) EXTEND HOUSEWRAP OVER WINDOW FLANGE SET IN CONTINUOUS BED OF SEALANT MTL DRIP FLASHING W/ HEMMED EDGE SET IN CONTINUOUS BED OF SEALANT WOOD SHEATHING WOOD CONSTRUCTION 3/4" HAT CHANNEL W/ 5/8" TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER #1, STUCCO WRAP 7/8" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-780 CUSTOM CASING BEAD co I LL. zzz W J > tds -0 PROVIDE 2x4 BLOCKING PLACED FLAT z true design studies MAX. 6" TO 8" FROM CONTROL JOINT 0 Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 ui O 0 T_ w cy 0 cn 11HOMON' J F U' 6200 LEE VISTA BLVD, STE 400 0 ORLANDO, FL 32822 U P: 407-850-5200 z a) w SCALE: N.T.S. w w rY 0 0 0 T ti LO I,- Z z �/� V J w WWzMW W U co z W WRB LAYER #2, FORTIFIBER co BUILDING PAPER W O ♦^ ,, 7/8" THICK, 3 COAT w ® V J CEMENT PLASTER z i z v� I w Q N W k 6" S.A.F. @TOP OF WEEP SCREED TO 0 W SHEATHING BEHIND WEEP SCREED �\ 4" POSITIVE DRAIN WEEP SCREED W Q i \ X z 1 1 ' w \ 6" SELF -ADHERING O W / \ FLASHING WRAPPED @ / \ TOP OF WEEP SCREED \ — \ TO SHEATHING BELOW < X \ - \ \ \ WRB LAYER #1, a r- \ / STUCCO WRAP \ / X WRB LAYER #2, Z \ / FORTIFIBER BUILDING 0 PAPER Q \ x \ Z N O Abbott Park \ — x_ 1 M w a- Q LL / - LOT 002-03-A w WRB LAYER #1, STUCCO WRAP 6" SELF -ADHERING Z - Q \ FLASHING WRAPPED AM66-WFWC-780 CUSTOM CASING BEAD 1 1/2 @CORNER OF CANTILEVER 7 — 0 NO GAP IN FIELD (SHOWN FOR CLARIFICATION O W OF SEPARATE ACCESSORIES ONLY) 4" POSITIVE DRAIN O PROJECT NO: Q WEEP SCREED z 2019.007602 z 1-HOUR CASING BEAD DTL at CANT 0 DRAWN FINISH COATING PER BUILDER SPECIFICATIONS OVER PRIMED THREE COAT STUCCO FINISH ('/e" NOM) OVER GALV MTL LATH OVER 15# FELT OVER APPROVED HOUSEWRAP EXTEND HOUSEWRAP OVER WINDOW FLANGE SET IN CONTINUOUS BED OF SEALANT 14" JOINT W/ BACKER ROD & SEALANT T 1/8" TO 1!2" GAP MIN / / SCALE: N.T.S. H LDG w X 0 CHKD: JAC CL p a X Q LO W 00 W 0 J W U z 0 EXTEND HOUSEWRAP O OVER WINDOWSILL w zz 14" JOINT W/ BACKER Q Q ROD & SEALANT O U) FINISH COATING PER H 09-26-19 Z r BUILDER SPECIFICATIONS OVER PRIMED THREE (� — — LL -(7/8" COAT STUCCO FINISH Q REVISIONS: Q NOM) OVER GALV MTL LATH OVER 15# FELT ) u) - No. Description Date OVER APPROVED W HOUSEWRAP 00 — w O 2 J w W Z I J = Q WINDOW HEAD at FRAME WINDOW JAMB at FRAME WINDOW SILL at FRAME w w SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. X O az <c A502 O 0 WOOD SHEATHING WRB LAYER#1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 7/8" THICK, 3 COAT CEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD IiSIFT'lo r11 WOOD SHEATHING WRB LAYER #1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BLDG PAPER I METALLATH xI t 7/8" THICK, 3 COAT KPLODED VIEW CEMENT PLASTER :)R CLARITY CASING BEAD RAISED BAND SCALE: N.T.S. BACKER ROD WRB LAYER #1, STUCCO WRAP INSTALL 6" SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1. BOTTOM, 2. SIDES, 3. TOP E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, 1/4" CAULKING @ JOINT ALL AROUND HOODED VENT 7/8" THICK, 3 COAT CEMENT PLASTER METALLATH WRB LAYER #2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT FRAME WOOD SHEATHING I WRB LAYER #1, STUCCO WRAP i WRB LAYER #2, FORTIFIBER BLDG PAPER METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER EXPLODED VIEW FOR CLARITY SCALE: N.T.S. WOOD SHEATHING WRB LAYER #1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER METALLATH 7/8" THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING < \\ VINYL ANGLED \ CASING BEAD \ DRIP CAP WRB LAYER #1, STUCCO WRAP \ WOOD FLANGE \ \ \ WRB LAYER #2, FORTIFIBER \ \ \ BUILDING PAPER — �\ \ VINYLANGLED / x' \ CASING BEAD \ METALLATH \ x 7/8" T\H(CK, 3 COAT CEMEN�f PL�STER 6" SELF-ADHE ING FLASH � G DRIP CAP \ / I WOOD FLANGE CASING BEAD at WINDOW W/ BAND SCALE: N.T.S. 4"x4" SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 1" OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING INSTALL FASTENERS I STRAPS, STAPLES) AS REC TO SECURE PIPE/WIRE TO FR STEP #1 STEP #2 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMEN PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 923-11A PER FBC INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-11 A SECTION PIPE PENETRATION DETAIL WOOD SHEATHING WRB LAYER #1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BLDG PAPER METALLATH 7/8" THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING DRIP CAP WOOD FLANGE EXPLODED VIEW FOR CLARITY \ WRB LAYER #2, FORTIFIBEF \ BUILDING PAPEF \ METAL LATE 7/8\THICK, 3 COAT CEM1 NT PLASTER 6" SELF -ADHERING \FLASHING \ I DRIP CAP WOOD FLANGE 6"x6" SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4"x4" SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING WRB LAYER #1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER 6"x6" SELF -ADHERING MEMBRANE FLASHING OVER 4"x4" SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4"x4" SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 3/8" CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AITR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/C.V. FINISH (SEE TYP WALL SECTION) SCALE: N.T.S. WOOD SHEATHING WRB LAYER #1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER CASING BEAD at WINDOW / NO BAND SCALE: N.T.S O 00 N tf) APEX O O N N co _j LL W J J_ ; tds Z true design studios 0 Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 O T_ W N F� N 6200 LEE VISTA BLVD, STE 400 ORLANDO, FL 32822 U P: 407-850-5200 Z j W (D W w O O O O ti Iq LO ti Z z (n U) z Uj W m U E) z W m O w p W W Z W V J W > N �W/ W L.L. O W � �' X o zz P W w I- w x O X IL w Z 0 O Q p p W Z O � Abbott Park � ILL. 12 Q U_ U LOT 002-03-A w z Q O p J W O PROJECT NO: Q z 2019.007602 z U DRAWN: U)W LDG w X CHKD. p w JAC LL a X 801 Q LO >_ — 00 w p W U Z O U) W Z 2 Z Q U � p O 09-26-19 Z _U LL REVISIONS: Q No. Description Dated W } �U) i = z w 2 Q U U w U) X O wA503 z Q O 0 1B WP GFI 1st LEVEL ELECTRICAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON t3 3-WAY SWITCH CHIME DOOR BELL CHIME t 4-WAY SWITCH GARAGE DOOR BUTTON DIMMER SWITCH GARAGE DOOR OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET -- - -- - ----- . _.. - - GFI DUPLEX OUTLET - G11 - - -- -- CEILING OUTLET 7� 8 A AFCI DUPLEX OUTLET FLOOR OUTLET I FLR OS SMOKE DETECTOR 8 JUNCTION BOX CARBON MONOXIDE JB CARBON MONOXIDE & © DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET PANEL SERVICE PANEL A TELEPHONE OUTLET SERVICE METER (D GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT ® STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN - VENT TO EXT CLOSET CASTER CASTER LIGHT - UNDER CABINET LIGHT PULL CHAIN LIGHT _ -\r'- KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI LIGHT ,l LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT ®FIR FLUORESCENT LIGHT RECTANGULAR ROUND PRE -WIRE FOR CEILING FAN CLG FAN ROUGH -IN PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN LIGHT ROUGH -IN 0 C) N N co 4 0 0 N N co J LL W J _J z O co U 0 0 W F- J m W C� z W W 0 O O m ti rr Lo ti z w co W _z co m W W z z W 0 0 J LL O F- Q O a. O U Q 0 O J Q U z O O J O z U W x W Q_ Q X Q m 0 W z O IJJ a z U) O i= Q O J O z U W F- X W a Q 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 6200 LEE VISTA BLVD, STE 400 ORLANDO, FL 32822 P: 407-850-5200 z ui U) w m � 0 � w U) m ? � W � � J � W x r W Abbott Park LOT 002-03-A PROJECT NO: 2019.007602 DRAWN: LDG CHKD: JAC 09-26-19 REVISIONS: WT. Description Date E110 0 W ti x z O 0 W F- z Q_ U_ W J Q U U) 0 W F- Q U) W 0 UL O 0 0 L0 U) W J Q U U) U) CD zLLI Q 0 z 0 U) W F- W J Q U U) F- O z O 0 DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE Building Code Florida Building and Residential Codes , 6th Edition (2017) Code for Design Loads ANSI/ASCE 7 ROOF LOADING' ............................................... Cd = 1.25 TOP CHORD LIVE LOAD .................................. 20 PSF TOP CHORD DEAD LOAD................................7 PSF (TILE = 15 PSF) BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE .......................10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF WIND LOADING ................................................. Cd = 1.60 ASCE 7-10, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY .................................. 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 1" 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 3/" 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 11 VINYL SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR WIDTH* 8 FT PRESSURE (PSF) +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) Is qz- END ZONE (nP) END ZONE DESIGNATION DIAMETER LENGTH 8d COMMON 0.131" 2-'/2" 8d RINGSHANK 0.113" 2-%" 10d x 1-Y2" 0.148" 1-'/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-%" 16d SINKER 0.148" 3-'/4' 16d COMMON 0.162" 3-'/2" TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS AIf1TCC I A MIN 15/2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION Y 0 z w TILE ROOF (NOTE 5) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND o = w 8" O.C. IN THE FIELD F- U_ Q O z SHINGLE AND METAL ROOF MIN %s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION pm cn (NOTE 6) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" fr O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/32' T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN %" EXTERIOR GYPSUM PORCH CEILING BOARD SHEATHING: CEILING BOARD, FASTEN w/ 5d x 1 /" COOLER NAIL OR NO.6 x 1 /4' LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. ZIP SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 3. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVEDAPA.MANF. SPECIFICATIONS. 4. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 5. '%32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW,15/2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF, 6. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER 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. PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING & LOCATION OF THE FRAMING PLAN SHOWN HERE. 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 5. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. NnTFS 7 3 4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON SIMPSON FASTENERS USP USP FASTENERS (8)'/<X 1 %" SDS SCREWS (8)%" x 1%" WS15-GC DTT2Z IN STUD'/2' O X 4'Y2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ 'Y2 0 x 4'/V EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/z"IN (18)0.162"x2'/2'IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 'Y2" (7) 10d x 1 'Y2" (NOTE 2) §8' 0 x 6" EMBED ANCHOR HTT45 §a 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 '/2' IN (26) 0.162" x 2 'Y2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) %" 0 x 6" EMBED ANCHOR %" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8 SDS3 IN STUD GROUP PHD8 GROUP' " 0 x 12" EMBED a MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7/8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d COMMON IN (7) 10d COMMON IN (7) 10d x 1 '/2' IN TRUSS (7) 10d x 1 '/2" IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) Y4" x 2 W TITEN (5) ''Y4" x 2 'W TAPCON IN SCREWS IN MASONRY (11) 10d x 1 '/2' IN MASONRY (11) 10d x 1 '/2" IN (8) 10d x 1 '/2" IN TRUSS (9) 10d x 1 '/2" IN TRUSS META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL 01) 10d x 1 '/2' IN (11) 10d x 1 '/2" IN STUD STUD (12)10dx1 %" IN (8)10dx1'/2"IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) §8" 0 x 7" EMBED EPDXY %" 0 x 7" EMBED EPDXY (12) 10d x 1 1/2" IN (4) W x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2" IN (5) 8d x 1'/2" IN ABU66 §8" 0 x 7" EMBED EPDXY PAU66 §a" 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12 EMBED AT GARAGE HA8 (5) 8d x 1 /2" IN RT7AT (5) 8d x 1 /2" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1'/2' IN TOP PLATE (5) 10d x 11/2" 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 HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) W x 2'/4' TITEN LUGT2 (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY (26) 16d SINKER OR EQUIVALENT (28) 16d SINKER IN WALL (22) 16d COMMON IN (22) 1 IN HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS '/4' x 2 Y2" (1 (12) WS25 '/4' x 2 '/2" (4)%" x 1 '/2' SDS SCREW (4) '/a" x 1'/2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SDS SCREWS HGA10 (4) Y4" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS W x 1 '/2' SCREWS (4)'W x 1'/2" WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER ''/4' HGAM10KT IN TRUSS/ RAFTER (4) /< x 1 /, WEDGE BOLT (4) x 21/4" 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 2017-2018 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 '/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES W 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF Y4' 0 x 1 '/4' TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. xxtICINN, OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS Q.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/<" WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 '/" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 %" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2' WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS '/2" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE 2 2 STUDS U) w LU Do 0� 2 ANCHOR NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, UNO. - ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD TYPE OF STRAP CONNECTING HEADER TO JACK STUD KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 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 C) O N LO N O IT O I N N c) J LL w J J Z 0 Y Q O O T_ w Z) 0 J m w Q 0 Cn U Z w 0 w O O O O ti ti O NON -BEARING HEADER FRAMING KEYNOTE z NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY w LOADED CONDITIONS ABOVE Z #2 SYP HEADER FRAMING KEYNOTE Z) (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 0 Z ENGINEERED LUMBER HEADER FRAMING KEYNOTE w (2) 9'/2" LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING O HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) 1 IL DEPTH OF LOAD -BEARING EWP HEADER Z NUMBER OF PLIES IN HEADER (1'/," WIDE LINO) O ~ HEADER FRAMING 0Y 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. 0 STAGGERED. a- 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 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 O CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST J FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. LL. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 (� • SPH w/ (12) 10d x 1-%" @ 16" O.C. OR _Z • DSP w/ (14) 10d x 1-'/2" @ 16" O.C. OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 1/2" (OR EQUAL APPROVED BY EOR). 0 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. O J O Z FRAMING NOTES 0 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. w 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, LINO. ALL WATERPROOFING AND FIRE SAFET X 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 2304.9.1. } 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 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, LINO. Q 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD z U) O U r Q U) O O O z U w F- X w CIL CMUIMETAL CONNECTOR ENGINEERING c tds tree design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O Ir 6200 LEE VISTA BLVD, STE 400 ,_; ORLANDO, FL 32822 P: 407-850-5200 >(U ti X O 0 Lij - z Abbott Park EE a. U- LOT 002-03-A w J U U) 0 w PROJECT NO: 1- 2019.007602 z 0 DRAWN: LDG w 0 CHKD: LL EAF O 0 O LO ♦�♦ IN LA/y/ ��. ♦ �i ..• F ♦ w / 0 00 N \851 U) U) �-33 ST E OF .'tIJ` Zl lot N 000 09-26-19 (D z_ REVISIONS: < No. Description Date cl U) - � w w J Q U U) F- O STm1 z O 0 I — — -- - - - - - - 2019 V3.0 GENERAL FOUNDATION NOTES: z ifl 1-1/20 VTR X L-1 0 CV 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 • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND O SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. CN COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIEDLO PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR r- CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. CV IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 00 SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT O EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. 0-) • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT �— ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE N N INTERCHANGEABLE. SEE SHEET ST-21) FOR ALTERNATE STEMWALL ce) SECTIONS. J 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL LL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D. LLI .J J z FOUNDATION KEYNOTES: U) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Y U Q LA] 8"x8" DEEP THICKENED 7B 12" DEEP FTG UNDER BOX -� L-EDGE w/ (1) #4 CONT ! J COLUMN, FTG TO BE _ PROJECTED MIN 6" AS SHOWN p 16"SQx12" DEEP FTG W4 3Q E1DEEP FTG O f J 30"SQx20" DEEP FTG [ 36"SQx20" DEEP FTG U) w/ (4) #4 EW w/ (4) #4 EW 6 48"SQx24" DEEP FTG - #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY J w/ (5) #4 EW, T&B m NOTES ON ST-1 w �I 1 1/2" SLAB EXTENSION w AT FULL ROUGH OPENING WIDTH a U z w 0 w Ilf O 0 u7 O U) W z U) m W w z z w Q O J LL z O Q O w O U Q O LL Q U z C7 O J O U w x w a. Q x Q m 0 z O Cw G z L7 Z) O U Q O J O z 2 U w x w a- CMU/METAL CONNECTOR ENGINEERING r E 0 U APEX 00 RS tdsi true design studios >� 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 6200 LEE VISTA BLVD, STE 400 ORLANDO, FL 32822 P: 407-850-5200 N z U) LLI W 00 - Z 13� O W 0 -U) Q > W CV W (D -j 0- qtr W X W LU ti x z O w H- z Abbott Park LL LOT 002-03-A w J Q U U) 0 w PROJECT NO: �- 2019.007602 z C� DRAWN: LDG w -- o CHKD: EAF p 0- 0 0 oll U) %�.� 11N LA/V �� .•''• rr:��••: '• ' \. EN�•.''•�• •.••' JQ N 51F UU)U) •x OST F � O. : Al �? i,�ss'O N AL 0%�`�� rif III 09-29-19 (DZ REVISIONS: < No. Description Date o w U) w 2 I ~ w I J Q U H O ST=2 z O 0 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. = ) Q Q o VAPOR BARRIER �\\� o LO #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. \\� /\\ \\���' `— ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM //� / #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT OPT BRICK LEDGE N 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) �� COATING CONCRETE w j U-BLOCK W/ OR #5 WWF OR FIBERMESH > Q U)C ¢ I s Ww W w � �� � FINIS O GRAD VP #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM —� UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ 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 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. F H 1 #4 OR #5 CONT. () CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24 (1) #4 OR #5 90° BEND @ 48" O.C. 36" MAX VARIES PER-- ARCH PLANS o \//\/ . \ /\\/\\/ 12" MIN ° \ VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION IN BRICK LOCATIONS - �— ON FND PLAN 12" UNDER 1 STORY WALL w/ ADDITIONAL NO. 4 OR NO. 5 �(2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH `NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 W1-4 x W1.4 WWF OR CD C? FIBERMESH CD — — o SEE ARCH cv E \\\ \\ p o (MAX 16") O 0 VAPOR BARRIER p 12" MIN% APX O °O IT 0 FOOTING TO BEAR ON /�—_6"OPT. EXTENSION IN BRICK FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL N } 12" UNDER 1 STORY WALL w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 co _ 00\ BAR IN BRICK LEDGE J LL 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS J ,J 1 MONOLITHIC FOOTING SECTION 5; tds CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O true design studios FOLLOWING OCCUR: (A • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Y . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 9000 REGENCY SQUARE BLVD. PER 3'-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. SUITE 100, JACKSONVILLE, FL 32211 6 O 2 CONCRETE SLAB w/ 6x6 It— -0 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W -,.... FIBERMESH ° > X,U) ato)/\ i\\\/ 011,H09ON' \\;\ a a m w \ \, rk4 / 16" VAPOR BARRIER Q' 0 6200 LEE VISTA BLVD, STE 400 U) ORLANDO, FL 32822 3 BEARING WALL FOOTING SECTION U P: 407-850-5200 z w (D CONCRETE SLAB W/ 6x6 W W1.4 x W1.4 WWF OR [if FIBERMESH O 0'-0" A.F.F. p SEE ARCH O a a \° DETAILS ti \/\ \ ° -- //.' 8" MIN I` \\ /, Z Z 8"x8" THICKENED 8" U) FTG AT U) STEP-DOWN, SEE VAPOR BARRIER W Uj PLAN Z U i /�CURB STEP SECTION m z LLJ w O U) w O 8" UNDER MASONRY WALL Z U) CONCRETE SLAB W/ I I 6" UNDER WOOD WALL Z Q VJ —f _> Uj 6x6 W1.4 x W1.4 WWF I ° I W OR FIBERMESH VARIES SEE ARCH Q Uj a (MAX 16") / x \/\/\/\/\/\ W Z Tom LV W VAPOR BARRIER 6" OPT. EXTENSION IN BRICK O X LOCATIONS ON FND PLAN d 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS — ADDITIONAL NO. 4 OR NO. 5 O Z BAR IN BRICK LEDGE U 16" UNDER 2 STORY WALL w/ Q (2) #5 OR (3) #4 CONTINUOUS W O Z 5 GARAGE EXT WALL CURB SECTION Abbott Park tY CONTACT FOR PRIOP. TO CONSTRUCTION IF ANY OF THE LL a FOLLOWING OCCUR: Q LL • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" LOT 002-03-A w • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z - Q FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — () PER S-0" HORIZONTALLYWO PREVENT EROSION OF SOIL. U) CONCRETE SLAB W/ 6x6 0 Ill W1.4 x W1.4 WWF OR O PROJECT NO: FIBERMESH 0'-0" A.F.F. Z 2019.007602 z ----- ----- a —�-- SEE ARCH = (� —°— -- a — -- - (MAX 20" W DRAWN: DEEP) LDG W x CHKD: • ° \— 4" EAF 4 EXTENSION Q O „ UNDER BRICK VENEER O ,tit iiill/��� 121 STORY WALL WU?D#4 OR (2) #5 CONT VAPOR BARRIER m ,�����5'(IN Lq��� .#,,w 16" UNDER 2 STORY WALL w •'• ��i U 0. w/ (3) #4 OR (2) #5 CONT Z ; • 0 8516 . co *� U) 6 BEARING CURB STEP SECTION QLLI _ C'r ` z 2 :�'. ST E OF '4//' Z-- TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR # BAR SET AT MID-DEPT OF SLAB, TYP ALL RE-ENTRANT CORNER HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Q O . Z . ;'f Q C lot 111110% 5 09-26-19 Z H UFL S REVISIONS: Q Q --- No. Description Dates - Lij Ui Z W = J a W U H U) x ~ a Z CMUIMETAL CONNECTOR ENGINEERING O a 0 v IT 1ST LEVEL STRUCTURAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22" 04" GENERAL MASONRY NOTES DC1 U 0 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. co rn • 8U LINTELS MAY BE FILLED OR UNFILLED. o 0 • 8F LINTELS SHALL BE FILLED. N • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. i LO • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 8'-0" O.C., U.N.O. • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION.11 MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE o • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS ' DOWEL LEGEND � NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN J LL ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN LLI J J NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM > 36" LAP REQUIRED, TYP AS SHOWN z O Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN Y U C OPT. NO.5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Q @ NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, I p HEIGHT OF DOWEL = HEIGHT OF COLUMN O FRAMING KEY NOTES (CMU) DC1 � Uo NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN rn o Q OPENINGS. J I m 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN W LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. Z) 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: co A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS } U BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. z B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH W FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. (j W 4. HIGH UPLIFT CONNECTION: w • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O � LEVEL O� WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. 1` (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 r- OR (2) SDWC15450 @ MAX 16" O.C. b • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. Z 5. FASTEN EACH BEAM TO MASONRY W/ META12 U) U) w z_ 00 W w z z W 0 O J LL z O H a rr O a O U a 0 er o J LL a U z 0 LINTEL SCHEDULE O z LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION ! COMMENTS U w L-1 16'-0" 8F-1-32 PRESTRESSED GARAGE DOOR ------ --- - -- ---- --- ----- 8U8 - j L-3 -- ----------- 2'-0" L-4 8'-0" 8F-16 SGD L-5 8'4" __ 8F-16 FRONT PORCH L-6 t 4'-8" 8F-16 FRONT PORCH L-7 6'4" _ _ 8F-16 REAR PORCH L-8 13'-4" 8F-16 REAR PORCH F_ W a a x m z O w z O I` U FL U) O O J O z TZ X w w CMUIMETAL CONNECTOR ENGINEERING E O U O APEX __q .*0000.\ I tds �2 .r i 6 true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 i z LOU U, w m :�: � w O U) m � � w LLJ � J � � .�. W x a LLJ w X r- z O w z Abbott Park w a w LOT 002-03-A w J a U PROJECT NO: 2019.007602 z CD DRAWN: LDG w 0 CHKD: L- EAF 0 0 0 LO , fA �N LANjF �40 GIJ. w �� • .- •E IV •.'4 �. J N 516 U to 40,e •. A,lot *** P 09-26-19 0 z_ REVISIONS: < No. Description Date o U) W r H W J U U) I- O ST=3 z O o, ,\.. - I _ I I II I l el I I A A' I. _ I •I I I I II II ' i ,i I III i I 1 I I I I I i I li I I1 I 1 j I I I I I I I I I II I i I � I I I i I I I I I I I I I I I 1 I I I I I i I 'I II I iil I I I I I i i I I Ii I I I - I ; I I � I I I I I II I I I I I I'. I I i II I I I I I I I I I I - I I I I I I I i I I II I I j I II i i I � 1 st LEVEL ROOF FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN 2x6 NO.2 SYP @ 2.4" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO-2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING 1 2x6 2x8 2x10 2x12 12" 15-5" 19'-11" 1 23'-9" 26'-0" 16" 13'-4" 17'-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 1 16'-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 1 12" 12'-5" 19'-6" 25-8" 26-0" 16" 11'-3" 17'-8" 23'4" 26-0" 24" 9'-10" 15'-6" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %4' 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4" O @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8................................. -(5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON I FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): I PT 2x6...................................(3) W x 4 '/z" LONG #14 WOOD SCREWS PT 2x8...................................(5) W x 4 %" LONG #14 WOOD SCREWS PT 2x10.................................(7) '/V x 4-'/z' LONG #14 WOOD SCREWS PT 2x12.................................(9) '/<" x 4-'/2" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION O O N LO N 00 O Cn N N M J LL w J J z O Y Q 0 O c- W H U) J m w Q C� (n } U z /w v w w O O O 0') I ti LO I- O z U) w z m Ilf w z z w 0 Df IL z O a. 0 Q O LL El z 6. ANGLE & LATERAL BRACES MAY BE OMITTED O PROVIDED GABLE TRUSS IS ANCHORED TO O MASONRY W/ META12 OR GREATER @ MAX 24" O.C. _ w x w a_ x Q m 0 O w Q Z) O v= U U_ Q U) 0 O J O z U w x w a. CMUIMETAL CONNECTOR ENGINEERING tds C2 true design audios >� 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 u C z W C/) w co Z0 w 0(j) m � � w � 0 J a w x r W Abbott Park LOT 002-03-A PROJECT NO: 2019.007602 DRAWN: LDG CHKD EAF Lq ,��� Nl� • 85 66 :.-0 O :•. S TAT E OF N AI- ��.�`. r���l/iillff��,� 09-26-19 REVISIONS: NO. Description Date F- ST=3A Z u C 0 w ti X O 0 H w a_ LL w J U 0 w H Z w 0 LL O 0 O U) w J U U) z z 0 U) w H W J Q U O z O / 0 /j MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS VERT. REINFORCING TO — HAVE 10" STANDARD HOOK INTO BOND BEAM _ TOP PLATE W/ SP2 OR SPT24 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 C 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'/z" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) '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. • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 2x_ NO. SPF OR BETTER @ MAX 16" O.C. Y2" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR WEDGE BOLT W/ MIN 4'/2" EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. ■ INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). INTERIOR LOAD BEARING WALL EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 25" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) MOISTI BARRIE OTHER (1) COl CMU B BEAM 1 CONTII MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END. 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN 19/2" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. 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) FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN FOR MISLOCATIO INSTALL NEW MA£ STRAP TO INSIDE 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. E O Q O U N LID APEX 0 � U O (V M J L.L w iJ � Q tds 0 true design studios j POURED CELL w #5 BAR CONT. U FROM BEAM TO FOOTING Y U 9000 REGENCY SQUARE BLVD. STEP DOWN TIE -BEAM o SUITE 100, JACKSONVILLE, FL 32211 O O w 4.1 H � j DINER' � w Amowti&; hag& i FROM DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB I MIN. SCREW �DIST. / WINDOW TO BLOCK LENGTH / WINDOWTO BLOCK LENGTH OR 1%4" PER MANUF. 3" 5" 11/2' 31/4 ' 37 6 5„ 115/16 3 3/4 " 3 3/4" 6" 2 %4" 3 3/4, TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS %" DIA. @ 30" O.C. STAGGERED • (2) ROWS 3/6" DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x PER MANUFACTURER'S DETAILS i DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE i o ABOVE (SHIM AS NEEDED TO ---.— PLUMB JAMB, DO NOT EXCEED 1/4") 1x_ PT NAILER BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY Ix OR �6 OSB MATERIAL MAY ATTACH TO WALL - --- DRYWALL -� 8" CMU WALL TYPICAL DOORIWINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) LL Q U' 6200 LEE VISTA BLVD, STE 400 U) ORLANDO, FL 32822 U P: 407-850-5200 z W w Df O O O O i ti L() ti z z �^ U) VJ LIJ U) LLJ M w z W U z W O (3f O V ) Lli z VJ m Q z w > w N w O 0 w LL x o w F- O O X IL a z O O < p p W O z Abbott Park J a LL Q U LOT 002-03-A J z O w J PROJECT NO: �- O z 2019.007602 z U DRAWN: (n LDG w p x CHKD: ILL a EAF p Q x 0 m `JJ. �(t�N• LgN��R ���� � p `�. D E N S w i Q z : •• 8 166 u O O * S ATE OF :•w� z T • p : : Q in �j� s '• ....•••' co 09-29-19 z _U REVISIONS: Q Q w w No. Description Date o U) o _ O w z J = Q U U w U) F- x O wST=5 z a CMUIMETAL CONNECTOR ENGINEERING¢ 0 MOISTURE BARRIER BY OTHERS TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END ROOF FASTEN 2x6 NO.2 SYP DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE-,— 7/111 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 0 w U w Ui a FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH 8d RINGSHANKS I PROVIDE PANEL J EDGE BLOCKING FOR NON -DROPPED GABLE I I II I �1 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY /\ AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. )ND BEAM _INFORCEMENT EE WALL SECTION) FILL SOLID TO BOND BEAM 8 F - # DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED 0 0 sus LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 ROOFDECK ROOFTRUSS OR RAFTER SUB FACIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1 -Y2" 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 TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 -Y2" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) } BOND BEAM REINFORCEMENT w (SEE WALL SECTION) w FILL SOLID TO BOND BEAM U) w — w LINTEL REINFORCEMENT =o I 1 .... • •sl' 8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN V BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-1-# TYPICAL PRE -CAST LINTEL OPTIONS 8'-1" ABOVE F.F.E. TOP OF 6-1" ABOVE F.F.E. 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. r rLOF OPENING 2x6x12 1 CENTEF 48' DIA. ANCHOI 2x4 PT TOP 2x6 PT BUCK EACH SIDE OF OPENING -- PROVIDE (5) �," DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 Yz' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %" x 416" 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 #5 CONT.7 V o Q (1) #5 BAR AT CORNER J W/ MIN. 25" LAP N H z #5 CONT. C r PRE -CAST LINTEL PER PLAN FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER O O U N u7 T_ Ap 00 PEX O U O a) a) N N M _1 LL L J J_ � tds Q ztrue design studios Y U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES o SUITE 100,JACKSONVILLE,FL32211 0) O O 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). 3 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY H . . CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 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. U) 0 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). 0 a 5. DESIGNED PER BCSI-B3, 2007. > 01HOMN tll _" MAX J6" MAX 6" MAX =" MAX _T6" MAX =" MAX TRUSSES NEEDING BRACING 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 I ALTERNATE BRACING SIZE CLR T OR L SCAB 2x4 1 ROW 2x4 2x4 \(1)2x4 2 ROWS 2x6 (2)2x4* 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 2x8 1 ROW 2 ROWS 2x6 (1)2x8 2x6 (2)2x6* U' 6200 LEE VISTA BLVD, STE 400 (n ORLANDO, FL 32822 U P: 407-850-5200 Z W w O O O O LO SINGLE TRUSS BRACING 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. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. W Uj Uj 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND Z 00 GRADE AS WEB TO BE BRACED. U 00 Z W W ® o W Z anI— C� VERTICAL BARS TO EXTEND TO Z TOP OF WALL AS SHOWN. MIN w > W 6" BEND INTO BOND BEAM - 0 LL] 0 O J +-- ----�----------- - 0 Uj _ J qq �- LL x Q0 Z � LV W I O g Q it a x I � I O 0 --I- - ---------------- 0 I -I Q o w I I � Z y� Abbott Park af LL a - PRECAST LINTEL SEE Q SEE PLAN PLAN LOT 002-03-A w U J z Q EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO U, LAP WALL REINFORCING AS O SHOWN. W O PROJECT NO: \ - MIN (2) SOLID FILLED & Z 2019.007602 Z REINFORCED CELLS W/ NO.5 = _ 0 VERT. BAR ADJACENT TO U DRAWN: � GARAGE DOOR OPENINGS. � LDG w i I x CHKD. NO.5 VERT. BAR IN FILLED w u- EAF CELL AT EACH END OF PIER IZ 0 \I Q o I I I l NO. 5 DOWEL TO MATCH EACH x � _ SOLID FILLED & REINFORCED j%Jiill/i11 co CELL EXTENDING FROM FOOTING >- ����`�'j�N LA�� ��I,� TO LAP WALL REINFORCING m ,�� ,�•• • �jQ I� W W' MIN 25" LAP UNLESS NOTED 0 `�� ••E N,3 e Q OTHERWISE ON DOWEL & LINTEL W U 00 PLACEMENT PLAN, MIN 6" BEND Z : • N 85 66 (� AT BOTTOM. _ — CD w = -p :jr Z CONCRETE L ST E OF • �C/ FOUNDATION WORK Q 0 TOP OF FINISH _I PER PLAN Z 00�,(�•• P •: ��� Q FLOOR SLAB ? � �s •; O R Q• �`��� I�� S •• ...••• /O N A\- O '##oil 111%% 09-26�-19 O \--------- f- Z \ i I I U I \ \� \ Q REVISIONS: \ — No. Description Date w /X/ /- - -T � i1 U) T / /� 0� - w 0 w Z J GARAGE SHEAR PIER w 0 I x O w Z< ST=6 0 J CMUIMETAL CONNECTOR ENGINEERING j TOP OF WALL A If 4'