Loading...
HomeMy WebLinkAbout8349 Wheatstone DrDRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECTURAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS_ A500 DETAILS } A501 IDETAILS A502 I DETAILS - IF APPLICABLE STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS FOUNDATION PLAN ST-2 ST-2D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS DR HORTON A4CB CLIFTON ELEVATION A Abbott Park, LOT 030=03 ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2020 FL BUILDING CODE - FUEL GAS: 2020 FL BUILDING CODE - PLUMBING: 2020 NATIONAL ELECTRIC CODE: 2017 FL BUILDING CODE - MECHANICAL: 2020 FL FIRE PREVENTION CODE: 2020 FL BUILDING CODE - ENERGY CONSERVATION: 2020 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS CONDITIONED AREA 1st Floor 1816 SF 1816 SF UNCONDITIONED AREA Garage 455 SF Entry Lanai 30 SF 165 SF Grand total 650 SF _ 2466 SF vnl I IMF 1 1st Floor 16945 CF .� _._. _ Grand total 16945 CF NATION. E. AND i l-' �I OF , k "HILLS 'REVIEW L) a.r� CITY C) E O U O Q N O 0 O APEX 0 o N co J fl. ILL W tds J -6 J true design studios a) Z O U 9000 REGENCY SQUARE BLVD. C Q SUITE 100, JACKSONVILLE, FL 32211 co _O O O Q 4- r- to W mmmmmmmomm 11HOMN' m U Z W CD W O O O O LO LO z r- O O fn z w U) cn W � _Z _ Zw m J O cn F W V Q w z > o w w w w V ww� O X LL L r- O 0 pw d Z w 0f O a. U W Abbott Park J O U "' LOT 030-03 p Q w i- U Q Z Z Q PROJECT NO W O J 2021.009226 O �- Z DRAWN: - O v CD o CHKD: -- -------- MJP x w w a- J x¢ U U) U) co Z p w 4 Z O W (n 2 (D Q Z Z �} V) O 07-29-2021 1= w U REVISIONS: w - - -- - _ No. Description Date - -- w (A J cn O - -- - ~ Z Z = O W p I— X w 0000 a_ Q ..v..vy -F-....-,­­G V_V,O ACIJY-V9 Il'LOOYUV.7l, Footer \; Re -Bar (sized according to ° foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to footer steel in w/ (2) ground clamps 5' apart 4 n UFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS 150 = #1 Copper or 210 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE Conduit. A/C DISCONNECT If METER MAIN 50 OR 1#12 COPPER TO APPLIANCES AND GFI 150 200 AMP TYPICAL ELECTRICAL r- #14 COPPER TO LIGHTS AND OUTLETS PANEL UNDGND - - #10 COPPER TO WATER HEATER SERV. BY #8 COPPER TO RANGE 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 IN STRICT COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS • FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH FBC R703.4 • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED • PLASTER PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3) • WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • WATER -RESISTIVE BARRIERS PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC R309.1 GARAGE AND CARPORT FLOOR SURFACE AREAS USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARDS THE MAIN VEHICLE ENTRY DOORWAY • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCATION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER FBC R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312.2.2 • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR • C.J. = RECOMMENDED MASONRY CONTROL JOINT LOCATION • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING E a o 0 N 0 APEX 004 N M N W W J tds J-6 � true design studios O Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211' 0 o � o Cn W 11HOMN' N o i 4- J W } N Z W W 0 0 0 0 IT ti Z i~ O p w Z W W W W ZLL z U) W J O W Cif w V W Z_ O / \ 0 ¢ W W 0 J U W LLJ O X LL LL T- _O 0 H 0W d Z O a U LL J Abbott Park O U L_ LOT 030-03 0 ¢ W I— U ¢ Z_ Z } 0 0 O PROJECT NO: UJ 2021.009226 OJ Z DRAWN: U CD O o LU CHKD: L0 X MJP w w d J a W U) } ca m Z 0 w ¢ z � 0 O I w W Q Z Z O 07-29-2021 1= w U REVISIONS: w U _ ¢ No. Description Date ~ — w J >- U 0 - - O O Z Z 2 0 W f— X w AOOO a m4fili, II-77 I I Wl l 6 1 , i 7 7-7 —7.I. il �, .77 k.I.11 L.E T , . � � I - DocuSign Envelope ID: 5C51EOE5-24F8-4973-AEC4-091C2884D59C c I 0 ti 17'-10" I I i i I I I 0 II oo`� ao I I I I I I OUTDOOR LIVING 9'-4" CLG i ii O N 2 I I� oo, I i N co ( I 1 I 180 .1'-4" .e 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 27'-0" T-10" ` 101 10'-0" 0- 2 00 0 00 DINING ROOM 9'-4" CLG HB 12'-2" 6,-4„ 5'-4„ 010 Illlilllllllllllll 3052 SH 8' - 0" H.H. I I i I I 26'-0" f m 65'-0" T-6- 33'-0" GREAT ROOM 9 -4 CLG co STUDY o 19 9'-4" CLG co 11'-2" 3052 SH 8' - 0" H.H. I I i I I 65'-0" 81-4„ 56'-0" 2-3052 SH EGRESS 8' - 0" H.H. I I i I I I. 11 �" 0 M 81 5'-0" J. 23'-0" 1'-4" 1'-4" 2,-4„ HB ao CV O 0 O ip 20'-8" 0 0 N GARAGE 9'-4" CLG 118011 co i� M N 3'-4" 6-0";- - OD LO ;T -- ENTRY � 9'-4" CLG i 3'-2" 3'-6" 41-4 -t 6'-0" \N - 105=-== ---- - - .1S&1R00 ------- - 00 -� o V1 O tD M r-1 "' N M 2-21068 0 9'-4" CLG 21068 1 3,,:, V) CC W O CC BATH 2 W= Ln o 9'-4" CLG c 00 BEDROOM 2 ! N 9'-4" CLG (V i ti 123 0 VERIFY AC COND F< 7 I LOCATION I( �I W/ SURVEY L _ J 24'-4" 5'-3 1 /2" 12'-8" FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 %" 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER C7 0 APEXU 4 N D T r N J � J.I true design studios j z 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 ui O 4-1 cn -Lj cy 11HOMON' > • / ffi LU m W AWK0 C� N U z W CD W x O O O IT tiLO z ti O O Cn z w Q LU _ z LL z w Z) O to m J w LU LU z z > Q W w W w o J C� w � Lu 0 x IL LL x z O z O w O F a z O a U U- p w Abbott Park O U) U- LOT 030-03 0 `L w F— z z 0 U) 0 PROJECT NO: w O "- 2021.009226 0 O DRAWN: O U CD o Iw" CHKD: LO MJP a U X 'U) U) m z 0 W z Q O W 2 U) (D Q z_ z ?� Q p 07-29-2021 p I- w 0 REVISIONS: LU LL H Q No. Description Date W U) J a >- U _ U) -j O O z z O Al 10 2 � W H X w a r7 _ -1 �1 �Ji.11u i i 1L. � IkA 41971 'LLi i Iil I � I� II I f� SCSI Envape ID�. I�I '' IEll' LEFT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" 6�0 DECO DRAIN TILES A11/2" = V-0" WHEN PRINTED ON 22"x34" 1 DECO TRIM 6 IN A20Q 1 1/2" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION Area HIGH LOW VENT # VENT RATIO PROP HIGH LINEAL FT PROP LOW 2465 SF 1592 in2�592 in2 144 f 576 140 11286.6 %TYP) ....... _ _ ............ .._ y%o T 4? 5:12 RIDGE -_ - 8 iT YP at. GABLF END.) �} 04 RIDGE li N _ I at f GABLE END.) ROOF PLAN 1/8" = V-0" WHEN PRINTED ON 22'"x34" / 12 f 5 1st LEVEL BRG --t LEVE --- G ITOB s' 4" 1st LEVEL BR 9'-4" 77 1st LEVEL FFE ------------- u__. - 1st LEVEL FF E 0' " RIGHT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" 12 5 C-� $1s4LEVEL BRG (roa) -- - -- 15t LEVEL BRG (TOBBB� L L-1 h L kD 1st LEVEL FFE ---------------------- : , . ; 1st LEVEL FFE o'-o" [22O REAR ELEVATION_ 1/8" = V-0" WHEN PRINTED ON 22"x34" �BUILDING HEIGHT AFF HEIGHT (ABV GRADE i �i 7-- ----- --(--- ----- -----1s' 77/8" - ------------- -------------------- ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE 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 - FIB ER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 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. --------------------------------------------------- --- -- ----- -BUILDING HEIGHT (AFF \ - - 17' - 11 718" 12 2 5 A200 222 ... a.. -_., .,:,:�,, ; ,•, 4"260 b:: :' ; A200 T ENTRY HEEL -- --- - -------------- ------ ---- ----_------------------------------------ 10'-4 1st LEVEL BR G TOB ---- - - -=ti '- - - -- - - -- - - - 1 -- st LEVEL BR 0� - -- G TOB . ,Y . 1862 x 263 �-----------. . 280 1-� 2606'- 2" OVER 40" 260 (+1" PROJ) .. �� SLP TOP �� --o- =V ----------- 1st LEVEL FFE----------- _---------------------------------------- - - - ------1st LEVEL FFE a -off 3068 w/ 3010 TRANSOM ABV FRONT ELEVATION__ 1/4" = V-0" WHEN PRINTED ON 22"x34" O Adftl\ ca o p APEX N 0 N o N � Q N M J C, U- W J tds true design studios Z O U 9000 REGENCY SQUARE BLVD. 4) SUITE 100, JACKSONVILLE, FL 32211 Q O `i3 o W � H UsHOMON' N m 0 a � U Q U Z W 0 W 0 0 0 rn Z cob 0 U) w U) Q N W 0. zLL U) LL Z Uj m IJ O co w W Q z O > z o Q IIIm w W J w V ww� �. X LL LL Z O z H O p O 1112- z iY 0f O a Q LL p w Abbott Park Q O � U LOT 030-03 p - - - W U ~ _Z Z U) PROJECT NO: w j2021.009226 0 Z DRAWN: - U CD _ o w CHKD: ui ~ X MJP U) - w W Q Q ¢ � m } 0 m z p w z O Q _z U O 07-29-2021 0 p F— W U REVISIONS: w __ < No. Description Date O -' O z Z U 0 W f— X W A200 11 a DocuSign Envelope ID: 5C51EOE5-24F8-4973-AEC4-091C2884D59C VERIFY AC COND ` LOCATION W/ SURVEY _. - _w..... -_ . _ ....... _.. .... ... . ELECPANELIRR _._...�.L... PHAFI AFI VP �m 014 - , 4J ---- �S SW IN, - EL 0 ry ATTIC CLG _1GFI Svc \ _..._....GFI ..,...` ;.. _ _.....GF.i - 1 1 AN It ® } � 1 GFI ' i I _ GFI -LL LL . GI a AFI AFI AFI WP GFI a 3 LL 60 1st LEVEL ELECTRICAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34'1 AFI FI AN �p ?i .............. VERIFY AC COND LOCATION W SURVEY ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3 3-WAY SWITCH 4-WAY SWITCH CHIME DOOR BELL CHIME GARAGE DOOR BUTTON t4 t0 DIMMER SWITCH f�--� l� lJ GARAGE DOOR OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET 7� DUPLEX OUTLET GFI CEILING OUTLET (b AFCI DUPLEX OUTLET 8 FLOOR OUTLET AR FLR OO SMOKE DETECTOR JUNCTION BOX JB CARBON MONOXIDE& © CARBON MONOXIDE ® DETECTOR SMOKE DETECTOR TELEVISION OUTLET NETWORK OUTLET SERVICE PANEL TELEPHONE OUTLET II PANEL SERVICE METER m GARBAGE DISPOSAL M WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT STAIR LIGHT ® ® BATH FAN & LIGHT BATH FAN - VENT TO EXT COMBO - VENT TO EXT UNDER CABINET LIGHT CLOSET CASTER ® CASTER LIGHT -0- PULL CHAIN LIGHT KEYLESS LIGHT 0 FLUSH MOUNT LIGHT T HANGING HANGING LIGHT �PNDT HANGING PENDANT MINIATURE PUCK ('MINI LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT O FLUORESCENT LIGHT ROUND RECTANGULAR FR CEILING FAN( Q, %' PRE -WIRE FOR CLG FAN ROUGH -IN C,' `J LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT ROUGH -IN 0 r� N O LO APEX N � c O m N co Z`- U- Ld _c tds -6 true design studios a) z O Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 -� O o O W III IN I WIN co 01HOMN" J t70 W Q d Q N U z W CD W IY O O O rn ti z r O p U) Uz Q w _ W W LL � U)W J O c) w W V z O z z Q Q w W W o � J CW w n� O ILL L Z O z z O 0 W O I-_ Z O Q- U � W Abbott Park d O _._ Q LOT 030-03 w -- - h- U Z Z C� PROJECT NO: LU W p2021.009226 U_ Z O DRAWN: = CD o U LU CHKD: o U') x MJP U) W cl. Lu J Q Q U x Q � U) C� m z 0 W O W Q z z U) p 07-29-2021 p H W v REVISIONS: U_ - - - No. Description Date W U) J _ - Q U) O F- O - 0 z-- - -- O W x El 00 Q G DocuSign Envelope ID: 5C51EOE5-24F8-4973-AEC4-091C2884D59C DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE N(1TFG ? 'A A I Fri=Nn Building Code Florida Building and Residential Codes , 7th Edition (2020) Code for Design Loads ANSI/ASCE 7-16 ROOF LOADING' .................................... ........ Cd = 1.25 TOP CHORD LIVE LOAD..................................20 PSF TOP CHORD DEAD LOAD................................7 PSF (TILE = 15 PSF) BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE ............... 20 PSF ATTICS WITHOUT STORAGE .......................10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD ................... 5 PSF WIND LOADING .................... ....... ........... ......... - Ca 1.60 ASCE 7-16, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY ................................. C BUILDING CATEGORY.....................................11 ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF...................... 0.18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING .... ...................................... ....Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING ....Cd = 1.00 TOP CHORD LIVE LOAD .............................. 60 PSF TOP CHORD DEAD LOAD .......................... 10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF MAXIMUM FLOOR TRUSS SPACING..............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES ............................................. TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES .............. -. LL / 480 TL/240 WOOD I JOISTS ....................................... ...... TL MAX 1/2" LL / 360 BEAMS' .............................................. TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED " DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf EZ - End Zone (psf 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1 ST 4.0' PER FIGURE R301.2 (7) L_ III it 1 ST FLOOR 4.0 FT (NP) [:7END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NnTFG I A p O STUCCO AND DIRECTLY MIN'%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6" 24/16 w = ADHERED STONE INSTALLED HORIZONTALLY) W! 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ ~Q N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. uJLu -1�0 v _ ? ALL OTHER VENEER 15 " MIN /32 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL a Q (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES)- 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) x C9 rn TILE AND METAL ROOF MIN 15/32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION (NOTE 7) PERPENDICULAR TO SUPPORTS W! RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND oy - 6" O.C. IN THE FIELD w0 w � MIN %s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 00 0 SHINGLE ROOF PERPENDICULAR TO SUPPORTS W! RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/2' T&G OSB OR PLYWOOD W! 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN Y2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /" COOLER NAIL OR NO.6 x 1 %" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/32" CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W! 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1 Y32' 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE 7/s' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 15/2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1%2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 411 PRESSURE TREATED LUMBER DIAMETER LENGTH 8d COMMON 0.131" 2-1/2" RSRS-01 0.113" 2-Y8' RSRS-03 0.131" 2-1Y2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/;' 16d SINKER 0.148" 3-Y4" 16d COMMON 0.162" 3-Y2" 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. u TO 2" IN LENGTH. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 2 DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)'% X 1 Y2" SDS SCREWS (8)'Y4" x 1'/i' WS15- DTT2Z IN STUD Y2" 0 X 4'Y2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '% 0 x 4'Y2" 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 HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 W MTW12 (7) 10d x 1 1/2" (NOTE 2) §8' 0 x 6" EMBED ANCHOR 48" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 1/2" IN (26) 0.162" x 2 '/a" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 1Od COMMON MSTA24 (9) 10d COMMON (NOTE 2) 48" 0 x 6" EMBED ANCHOR §8' 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)Y4" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7/8' 0 x 12" EMBED MSTA36 (13) 1Od COMMON MSTA36 (13) 1Od COMMON lb" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d COMMON IN (7) 10d COMMON IN (7) 10d x 1 ''Y2" IN TRUSS (7) 10d x 1 ''/2" IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) Y4" x 2 %" TITEN MSTAM36 WOOD FRAMING (5) %" x 2 W TAPCON IN GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY (8) 1 Od x 1 %" IN TRUSS (9) 10d x 1 '/2" IN TRUSS (11) 10d x 1 '/2" IN (11) 1 Od x 1 '/2" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL 01) 1 Od x 1 W IN (11) 1Od x 1 Y2" IN STUD (12)10dx1'/2"IN STUD (8)10dx1'/2"IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) 48" 0 x 7" EMBED EPDXY 48" 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4) /4" x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1 %" IN (5) 8d x 11/2" IN ABU66 4 " 0 x 7" EMBED EPDXY PAU66 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 11/2" IN RT7AT (' N DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1 Y2" IN TOP PLATE (5) 10d x 1 Y2" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 11/2" IN TOP PLATE (5) 10d x 1'/2' IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 1Od COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) Y4" x 2 Y4" TITEN (5) O" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY (26) 16d SINKER OR EQUIVALENT (28) 16d SINKER IN WALL (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS 'W x 2 Y2' (12) WS25 Y4" x 2 (4)%" x 1 Y2" SDS SCREW (4) Y4" x 11/2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGAI OKT (4)%" x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS %" x 1 %" SCREWS (4) %" x 1'/2' WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER 'W HGAM10KT IN TRUSS/ RAFTER (4) W x 1 /. WEDGE BOLT (4) x 2%" TITEN SCREWS L_ IN MASONRY OR EQUIVALENT IN MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. I 201 - 2 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 2. PRODUCTS SELECTED USING SIMPSON 9 20 0 CA ALOG ODUC S SUS Q 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 ''Y." 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 %" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL O ALTERNATIVE FOR THE APPLICATION SHOWN p UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL N LO FOR ENGINEER OF RECORD EW EACH WAY N OSB ORIENTED STRAND BOARD 00 WSP WOOD STRUCTURAL PANEL 0 SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR , CONT CONTINUOUS r- O.C. ON CENTER N LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 WWIDE, LINO. N (3'/z' WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 %" BEAM) M LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE LL PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 %" WIDE, LINO. SYS 42 PROPERLY RATED OPEN WEB HEADER J J INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS 5; OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS z INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS '/2' ANCHOR @ 8'4" O.C. (UNO ON FRAMING PLAN OR U SW SPECIFICATIONS) ¢ STRUCTURAL WOOD BEAM O STUD COLUMN KEYNOTE _0 NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. W I - NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS 2 2 STUDS Q) w F 121 ANCHOR TO MATCH WALL FRAMING SIZE AND GRADE, LINO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN J m BOTTOM OF STUD COLUMN CONNECTION W 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL Q COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN C1 U) NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE Z NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD W 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD � 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION O 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP � 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD cy) GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. ti NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP lt LO NON -BEARING HEADER FRAMING KEYNOTE I` NO HDR -# NUMBER OF KING STUDS EACH SIDE OF OPENING Z HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY U) U) LOADED CONDITIONS ABOVE W z #2 SYP HEADER FRAMING KEYNOTE 67 (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING m NUMBER OF JACK STUDS EACH SIDE OF OPENING w W DEPTH OF LOAD -BEARING #2 SYP HEADER W NUMBER OF PLIES IN HEADER z z ENGINEERED LUMBER HEADER FRAMING KEYNOTE W (2) 9%" LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING 0 NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) 0 DEPTH OF LOAD -BEARING EWP HEADER LL NUMBER OF PLIES IN HEADER (1 %' WIDE UNO) z HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. 9 STAGGERED. O 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 12- EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. w 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 0 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. ¢ 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE 0 CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST w FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. O 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR J LL 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 •SPHw/(12)10dx1-Y2"@16"O.C.OR V • DSP w! (14) 1 Od x 1- 1/2" @ 16" O.C. OR z • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 %" (OR EQUAL APPROVED BY EOR). } 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. Ur 0 O FRAMING NOTES Z 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. U ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN LU A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S X W SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY Q SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN TABLE 2304.10.1 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER- 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 1 Od @ 8" O.C. STAGGERED. m UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR p SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) W 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. z 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 O THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. W 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD z U) Z) O I= U LL U) 0 O O z U W I- X W a APEX tds true design studios 9000 REGENCY SQUARE BLVD. 0) SUITE 100, JACKSONVILLE, FL 32211 O �� W W U Lu W qT X L_ U = � .. be -.-en e. . t.i OnIC81i'y' z S';;n,fi ?I a dt, taI• Sip>?'ow ?'e- P'i!?'x i W, I, uu';)E9;?t tatc2 IJ„I ,rwt r.i;n:':irScrrw_d t:ij-,r?c'd and _,.%iic. Wid tho slgn,Eltut,i mu", be v,,nNed z '.?;; • 3rd' Party t:...sificate Authority a. LL W Abbott Park Q U LOT 030-03 0 W z 0 PROJECT NO: W 2021.009226 - ---- LL O DRAWN: CD o CHKD: U') MJP U) W J ,,`,♦►11111/III/��� LqN�. 0 ,��. JS'C .. � � �.•��......... �NSF•9 '�. (D ' z No 85166 * � DocuSlgned by: S jFLM71eqQEF43 .i(/ �,n•All Q:`ate z �/1/111111/ 07-29-2021 p W REVISIONS: LU No. Description Date W --- J �U _- cn - --- H - O z O 0 ST-1 CMU/METAL CONNECTOR ENGINEERING¢ IOIi h .� df R'Iy lil'�II Y�II'1N'± i II _ _ i. 1 ' +�l'tpml DocuSign Envelope ID: 5C51 EOE5-24F8-4973-AEC4-091 C2884D59C GENERAL FOUNDATION NOTES: 65'-0" — - - - Ae FOUNDATION PLAN - RH 1/4" = 1'-0" WHEN PRINTED ON 22"04" 2"0 VENT TO EXT I I I I I e CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS N u? ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. r- COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR 4 CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O e IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O') SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. �— e SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB N IN ACCORDANCE WITH THE BUILDING CODE. CONSULT 04 ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. c") e MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL U- SECTIONS. LLI • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-21D. z O FOUNDATION KEYNOTES: DC1 Q NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN A 8"x8" DEEP THICKENED B 12" DEEP FTG UNDER BOX 0 0 EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN H v 16"SQx12" DEEP FTG ❑D 24"SQx20" DEEP FTG Z) J w/ (3) #4 EW U) 30"SQx20" DEEP FTG 36"SQx20" DEEP FTG w/ (4) #4 EW w/ (4) #4 EW J 00 G 48"SQx24" DEEP FTG H #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY w w/ (5) #4 EW, T&B NOTES ON ST-1 Q E1 1/2" SLAB EXTENSION 0 AT FULL ROUGH U) OPENING WIDTH } VI\1 V"IN 1 IV VV111 I1_VI ABOVE THE CENTER LINE OF THE HORIZONTAL DRAIN PIPE Z w 0 w ***NOTE TO CONTRACTOR` w DR HORTON DOES NOT ALLOW FIBERMESH AS AN O ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET 0 0) BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT LO ti MANUFACTURER AND DR HORTON. v z w 2"0 VENT Z) TO EXT m w I w I z I z I w I I � I � O I U_ I z I � l.J.. O Q_ O U Q 0 O J w U z C� O J O _ U w I— x w a- Q m 0 O Q O F_ U LL Q (A O O O z SANITARY ISOMETRIC - RH 0 w x w a O APEX'5 tds t2 .II true design studios j 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 I N 'S 0 o m w J w w V w w x L . ei6Ctron-11 z j;by Jwstiniy iv" .;? O Pt: on tke date andl/or lime ,-aamo ing di( Q �f?own i; '.? it?l', sif?fti,IT.U:'n. Printed copies of this docurnent are w considered �.ignk d and sealvd f— :arld the si4inat.we must. bf( Jfnf:ed z by .' 3rd Party Certificate Authority ;n ar?y et7:>et'r'omC. copy tL w Abbott Park J U LOT 030-03 0 w ._ Q z 0 G7 PROJECT NO: w 2021.009226 0 U- O DRAWN: CD o o --- CHKD: lti MJP cf) w J Q ,���►►►►►rrrrrrr��� , �CIN L.A& .,. UU ��. �11 G•E s • I� `, z No 85166 DocuSigned by: 'k r• �. • w " 0 i •. s' ',�F�71 (BEF43�9.. w ",i F O R U' 0 ••.... G� ��` % ss'�� i A��� a 07-29-2021 p w REVISIONS: w - - _ No. Description Date w — J U O z CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 5C51 EOE5-24F8-4973-AEC4-091 C2884D59C EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE �I STRIP OF WWF FROM F.F.E. TO -- MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/16' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D ° j D D EXISTING FOUNDATION. p D D \ ° � D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES -- OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/16' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. / / p D D EXISTING FOUNDATION � p a a � D — D 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1 4 WWF OR FIBERMESH 0' _0" A.F.F SEE ARCH (MAX 20" G t ° DEEP) 4 14" 4" EXTENSION II I UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1 4 WWF OR FIBERMESH a- — -- 9_ - - -- ---- — - a a ° \ \\ Q a VAPOR BARRIER 3 BEARING WALL FOOTING SECTION 12" I CONTINUOUSCONCRETECONCRETE FOOTING, SEE PLAN LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TYPICAL STEP IN FOOTING DETAIL CMU STEMWALL MONO LITHIC SLAB 14 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP -- _ Qa A- 8• — — W Z A , o aQ ° `° ° oZ U A • ° °° e o A ° A ° MIN12" //\//\//\//\//\//\// • ° °/\\��\/\\/ LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4 OR #5 REINFORCING PER MONOLITHIC FOOTING �-----,SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH - 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. - --71 cn LU \\ \\\�\\ i /\\% - ita o / VAPOR BARRIER r�� LU C) i #4 OR #5 VERT REINFORCING 72" O.C. UP TO 3 COURSES: 4 TO 5 COURSES: 48" O.C. .p ADDITIONAL 94 OR FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT -- 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT C2STEMWALL 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) sn FLOATING CONCRETE w SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > D - U-BLOCK W/ U AJ w (1)#4OR#5 CONT w o 4-41 FINISH O GRADE #4 OR#5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. \ \\\\\ 4 TO 5 COURSES: 48" O.C. � � I FOOTING TO BEAR ON FIRM — - - ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE 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 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK -- FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT. MINIMUM 24" 36" MAX VARIES PER —o ARCH PLANS a d e \/ 12" MIN j\ v e ° i 6" OPT. EXTENSION b IN BRICK LOCATIONS - ON FND PLAN 3'/z' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH (1) #4 OR #5 90° BEND @ 48" O.C. - --- VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 1z UNDER 1 STORY WALL W/ (2) ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 'NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS., HIS .,1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER T-O" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER SEE NOTES (MAX 16") v 6 STUCCO OR DIRECTLY ADHERED co STONE CLADDING FINISH - MIN 6" rn —;- — E ALL OTHER EXTERIOR WALL N UV r, D CLADDING - MIN 8", U.N.O. ON ARCH N O APES ° / o \ 12" MIN �\ \\ \\ \\ \\ \\ C 04 00 FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK ca FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL 12" UNDER 1 STORY WALL w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE J d 16" UNDER 2 STORY WALL w/ ILL. (2) #5 OR (3) .4 CONTINUOUS wJ ts -16 1 MONOLITHIC FOOTING SECTION j true designs studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: O • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" ' • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. O CD CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH Wcr --° - —� --l- 4 4 041HOMON' 16" / VAPOR BARRIER LU Z 0 3 BEARING WALL FOOTING SECTION z W CONCRETE SLAB W/ 6x6 W W1.4 x W1.4 WWF OR LU FIBERMESH 0'-0" A.F.F. 0 - SEE ARCH O °- a \° DETAILS 0) MIN 0" 8 \, 0 0 8"x8" THICKENED 8" Z Q LUJ FTG AT U) STEP-DOWN, SEE VAPOR BARRIER (/) �/ PLAN W 10 CURB STEP SECTION ? �� z W 4co o cn w J _ 8" UNDER MASONRY WALL LU W -- Z O CONCRETE SLAB W/ 6" UNDER WOOD WALL 0 6x6 W1.4 x W1.4 WWF ° — - Z Q Q OR FIBERMESH VARIEE SEE ARCH W W W OLLJ — — ° (MAX 16") J LU W a — - \� ° / 12" MIN. ILL \/i Z , VAPOR BARRIER �// a d /i, //�/ 0 T , .;S n:::r.,n e. ectroricaiiy 6" OPT. EXTENSION IN BRICK shown using a ;if,;,;t ! S1,w- w! ? 0 LOCATIONS ON FND PLAN �'';r! e:rS ca ,; ;s of this t cx.:.,rru: t;t ;re LLJ O .?G4. COt?5:(1E rE?C is (;f?Er:] 1— a ant] ih!e Sil nmu? e must, t!e vt'r:iir'd Z 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 ;_c'pY LaL BAR IN BRICK LEDGE U 16" UNDER 2 STORY WALL W/ Q U_ (2) #5 OR (3) #4 CONTINUOUS 0 W Abbott Park Q 5 GARAGE EXT �ALL CURB SECTION p CONTACT FOR PRIOO CONSTRUCTION IF ANY OF THE - FOLLOWING OCCUR: Q LOT 030-03 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" - • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY ~ FROM STRUCTURE STEEPER THAN V-0" VERTICALLY z Z PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. — (D (D cn CONCRETE SLAB W/ 6x6 PROJECT NO: W W1.4 x W1.4 WWF OR 0 FIBERMESH O 2021.009226 ILL 0'-0" A.F.F. SEE ARCH Z DRAWN: O -� — — a — — (MAX 20" = CD 8 q ° d ° — a a - -- DEEP) CHKD: \, \\ \ K 4„ X MJ P _ 4" EXTENSION Q Q UNDER BRICK VENEER `011111111111IN L ', 12" UNDER 1 STORY WALL �•�� JJ�J.."* �'AN�F,4 W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER > �� �C N S 0 16" UNDER 2 STORY WALL 0 No 85166 W/ (3) #4 OR (2) #5 CONT W * ; Docusie�ea ny: Z = *: h- BEARING CURB STEP SECTION 0 0 .. S I D7,eFEF 3. .. 6 W � � F• O R � �• . C� � I I TYPICAL REINFORCI BARS AT THICKENE FOOTING, SEE PLAN MIN 24" LONG #4 O BAR SET AT MID -DE OF SLAB, TYP ALL RE-ENTRANT CORN AB -- — — — — --- - HOUSE SL RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS NG Z A� �%%% D (n O 07-29-2021 R #5 ~ W PTH (~LL j co REVISIONS: 2 ERs Q No. Description Date w — co O Z = --- o U W X ST=2D W 0- Q CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 5C51EOE5-24F8-4973-AEC4-091C2884D59C i' ; i i T-0" 6'-8" 6'-8" 4'-10" 3'-8" 4'-2„ I f� Y �n I 0 r` A L-I 4'-8" 5'-10" 5;„ 3 _g 3.2 6'-$" 3'-8" 3'-8" 6'-8" 7'-0" 1 st LEVEL STRUCTURAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 221lx34" GENERAL MASONRY NOTES DC1 0 ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. N 0 N 8U LINTELS MAY BE FILLED OR UNFILLED. O O 8F LINTELS SHALL BE FILLED. N LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. U? APES DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. (N N SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. X MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS " r MASONRY LEGEND c� i =. NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN e _j U_ n INDICATES GROUT FILLED CELL WITH NO REINFORCING LLI tds J J .Q a) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM true design studios 30" LAP REQUIRED, TYP AS SHOWN Z O Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM U) 30" LAP REQUIRED, TYP AS SHOWN U 9000 REGENCY SQUARE BLVD. (-� OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED SUITE 100, JACKSONVILLE, FL 32211 O Viol NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O HEIGHT OF DOWEL = HEIGHT OF COLUMN � t/i Uj F_ s: CX cn FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN CD > - � UIHOMON (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES 0)� t 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N > OPENINGS. —j m 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET, IN L 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: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS 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 @ Y O.C. (9 W 4. HIGH UPLIFT CONNECTION: w .FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. C) . SECOND LEVEL WALL STUDS STRAPPED TO FIRST p LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) u7 FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 ti OR (2) SDWC15450 @ MAX 16" O.C. O *TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. Z ' , 1 5. FASTEN EACH BEAM TO MASONRY W/ META12 U) LJ—.1 LU U) W m J O to W W O Z > o a Z W W o LU o o CL r x U_ LL z O T'!ry . ;as k e;nn eiec.tronicaliy Z i.?;'rer, O r' t)n the bate and/or tirr;.<, ;tamp a shown usmk a digital slgn„ttwerk Printed, copy c:s of this c:o:;;.r.; ,,.t ar LLI O rlot considered c:,c; and :;ealc-d H a anti the si ;r^,atur'l t_r I t tt verifwej Z I a 3rd Farty Certificate Aut`?orl'ty O or: any e:rxtmnrc copy a U LL a LU Abbott Park O U J .- -- - Ll_ LOT 030-03 0 a - W z Z 0 — (D PROJECT NO: W LINTEL SCHEDULE o 2021.009226 U- LINTEL DRAWN: LINTEL NO. MAX CLEAR OPENING DESCRIPTION COMMENTS U CD o IW— CHKD: L-1 L-2 L-3 16'-0" 3-0" 6'-0" 8F-1-32 GARAGE DOOR -SGD 8U8 _ 8F-16 L-4 8'-0" 8F-16 L-5 8'-8" 8F-16 REAR PORCH L-6 L-7 L-8 7'-0" 7'-8" 1'4" 8F-16 REAR PORCH REAR PORCH FRONT PORCH 8F-16 8F-16 L-9 4'-4" 8F-8 FRONT PORCH(ELEV A) L-9.1 L-10 4'-4" - 6'-8" 8F-16 FRONT PORCH(ELEV B,E&F) -WINDOW(ELEV F) 8F-16 x MJP W J CIL a a U LA/Vj' No 85166 W * : Docuftned by: Z -. O S 'fL%71R@qQEF43j..i1U .00.. LLJ P U g '. c�•'• . 4 R O,. �• (D Z ,�����NA�-E� ` `, Z a _p 07-29-2021 0 i- W L) REVISIONS: Lij a No. Description Date T W � J >- U U) O I- Z - - Z 2 O U 0 w ST=3 X W a CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: 5C51 EOE5-24F8-4973-AEC4-091 C2884D59C 1st LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" v w O Z TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 1 T-3" 23'-9" 26-0" 22'-0" 16" 13'-4" 20'-7" 24" 10'-11" 14'-1" 16'-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 12" 12'-5"� 19'-6" 25'4" 26'-0" 16" 11'-3" 17'-8" 23'-4" 26-0" 24" 9'-10" 15'-6" 20'-1" 23-11" 10 L.L15 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 1 Od @ 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) ROWS4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS /4" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4' 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 200.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6...................................(3) W x 4-%" LONG #14 WOOD SCREWS PT 2x8...................................(5) W x 4-'/2' LONG #14 WOOD SCREWS PT 2x10.................................(7) W x 4 W LONG #14 WOOD SCREWS PT 2x12.................................(9) W x 4 '/2" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. STAGGERED • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 O O N N O O O r N N M J LL W J J Z O G7 U Q O O T_ w U) 0 J m W Q L7 Z W 0 W w O O O O ti Nr Z U) U) w W m W W Z Z W O J LL _O O 0- Of U Q 0 O J LL Q U Z i� O J Z U w X W a zzz tds fl, S .Q true design studios (D 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 us 0 i� o(D � aw LL Zw J O cn V O Q LV 0 W LLJ W V wW�_ X LL r Tfr . S t)e::er) £?igtt'fifii(. !! j Z Si ;ned a StaalEd by iU,itir) iyi ,;.. i!;, on tiff? date <7P1d/L!r'i.ir!'t�a 5`ianip O shOWrt Lasm s a dq.--ital sign ttuic. 0 Printc d CoPic:."s of t3ai[ document are w not cot) Sider ed Signed and ;;raiod f— and thQ sJgnatti e must be verifl[2d Z by - 3rd Party Certificate Authority or! any F,!E,ctronic copy C. U_ W Abbott Park -' U LOT 030-03 0 W H Q Z C� N PROJECT NO: w 2021.009226 0 W DRAWN: CD 8 O L0 CHKD: j %N LAN ♦ �, Z No 85166 lo w* � DocuSigned by: • * � E S .. 7LM71qqDEF43ji4/ ♦. Z NA`t�r;```� Q 07-29-2021 p w REVISIONS: w No. Description Date I-_ w J O Z O CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 5C51EOE5-24F8-4973-AEC4-091C2884D59C D TYPICAL ROOF DECK 0 SHEATHING. SEE TABLE 2: 2x NO 2 SYP BLOCKING TO FIT TIGHT WOOD STRUCTURAL PANEL BETWEEN TRUSSES, (3)10d TOE -NAIL @ SHEATHING REQUIREMENTS EACH END, BLOCKING MAY BE OMITTED N ON SHEET ST-1. FOR HEEL HEIGHTS < 9" _ _ _ _ _ _ _ _ — FOR MISLOCATION ti "8 <X<1Y�" TRUSS OR RAFTER TO BOND 3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. BEAM W/ META12 OR W v I AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d (1) #5 BAR CONT. I HTA16-18 W/ MIN (7) 10d x 1%" IN TRUSS (NOTE: IF META12 W 0 MIN 1V32' EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 1Y�" <X I OR HTA16-18 IS IMPROPERLY wHEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST INSTALLED, ATTACH TRUSS U) DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F CE • • Q T CORNERS TO BOND BEAM W/ HTSM20 VERTICALS, ATTACH TO TRUSSES AND c�.r ° WITH MIN 25' LAP '� ' OR HTWM20) BLOCKING W/ 10d @ 3" O.C. Z �• FASCIA (SEE ARCHITECTURAL) #5 CONT. wol PROPERLY WIND LOAD RATED SOFFIT II I TRUSS TO TOP PLATE FASCIA (SEE MOISTURE MATERIAL CONTINUOUS @ PERIMETER. V W/ H2.5T OR RT7AT ARCHITECTURAL) BARRIER BY I' SEE DESIGN CRITERIA AND LOADS: C&C ° OR SDWC15600, LINO MOISTURE BARRIER C OTHERS DESIGN PRESSURES ON SHEET ST-1. o ON PLAN BETWEEN MASONRY AND I PROPERLY WIND LOAD RATED I TRUSS OR RAFTER TO BOND BEAM W/ o NON -PT LUMBER BY OTHERS SOFFIT MATERIAL (1) COURSE I META12 OR HTA16-18 W/ MIN (7) 10d x VERT. REINFORCING TO I CONTINUOUS @ PERIMETER. CMU BOND 1'h" IN TRUSS (NOTE: IF META12 OR 8" CMU BOND BEAM HAVE 10" STANDARD SEE TABLE 1: COMPONENT AND CLADDING DESIGN BEAM W/ #5 CONTINUOUS I HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ POURED CELL w #5 BAR CONT. FROM BEAM TO FOOTING HOOK INTO BOND BEAM I _ PRESSURES ON SHEET ST-1. HTSM20 OR HTWM20) j MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM (1) COURSE CMU BOND I • EVERY HER STUD TO TOP BEAM W/ #5 CONTINUOUS BLOCKING NOT SHOWN FOR CLARITY AT CORNERS W/ SPY OR OR SDWC156 ATE MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 WALL SECTION AT ROOF (COMMON HEEL CONDITION) WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x— NO. SPF OR BETTER @ MAX 16" O.C. BOTTOM PLT ANCHOR '/2' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR W WEDGE BOLT W/ MIN 4'/z' 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 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 I OR ST-2A (IF APPLICABLE) IN 0 EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 30" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x— NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH 3'OR 1/4" PER MANUF. 3" 5" 1%. 3%4' 3746 51, 115116 33/4" 33/"- 6„ 2 34' Ll 33/4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS'/:' DIA. @ 30" O.C. STAGGERED • (2) ROWS 3/s' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED W-) 1x_ PT NAILER BUILT UP 2x—ATTACHED TO MASONRY, (1) PLY 1x_ OR�6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORAMNDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O O 04 lIi N 00 O O i CV 04 M J LL w J J z O U O O w F— Z) U) J m w a Ci co U w (D w O O O O ti z w U) m w w z z LLJ w 0 LL O O U ¢ ❑ O -J LL a U z } C� O J O z U w F_ x w a a 0000 W O LU z W Z) O F_ F- U LL ¢ C� O _J O z 2 U w I- x w a. APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 PVIA O U) Q LLJ ct LL Z Uj O v) V Q O (� LLJ 0 J LLJ W LU LL Thy-s tier>n E'.i�,cCrc;^ic.31;y, ;ilt>'; ,. .healed by 3t: ititl, iv! t1i''IEE'?. Pc: cn talc* r.'atF r:dit;r tirr:r:: Starr �, Pr nt(?(j C!` @S of 1:11k, iSLifumi.'lrlt aie nLit. COnS ;if:ff.'.l: �t;rlfd ,and sc'+ ?czdi and the sil;n;:rt-;ra, must be Verified 'ly a 3rd Party Certificate Authority On 4rly eiw( rgni(. o"ipy Abbott Park LOT 030-03 PROJECT NO: 2021.009226 DRAWN: CD CHKD MJP J-,, IN LAN/, .,�. No 85166 Docusigned by: .. r r • i •. .S 'FILB71OPEF43 '4/ ► QC)) N ALE #111111101 07-29-2021 REVISIONS: No. I Description j Date ST=5 4- C U I` 0 w e-- x 0 ILLI _z LL LL w U U) w a z 0 W w LL O 0 O LO W w J U U) W Z_ U) Z w W w 2 w ¢ U O z O CMUIMETAL CONNECTOR ENGINEERING rDocuSign Envelope ID: 5C51EOE5-24F8-4973-AEC4-09lC2884D59C TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT. 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) \ ROOF DECK — PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR — FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH -- (1) H2.5T w/ (10) 8d x 1%" 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. 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) / HGAM 10) 1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. TYPICAL ROOF DECK SHEATHING J-CHANNEL TO BE FLUSH _ WITH FASICA 2x BLOCK W/ (2) 0.131" x 3" END - OR TOE -NAILS EACH END - FASCIA AND DRIP EDGE PER ARCHITECT _- — ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA 2x NAILER (IF REQ'D): W/ 11 GA. x l' " LONG NAILS • TO WOOD FRAME: (2) (MIN8!SHANK) W/ e'❑ 0.131" x 3" NAILS @EACH HEAD THRU J-CHANNEL STUD MAX 24" O C (SPACING @ 12" O.C. • TO CMU w/ PT NAILER: MAX 12" SPAN ROWS16" x 244" TAPCOI`0 @ MAX 24" O.C. 1x2 SYP NAILING STRIPS TO BLOCK / NAILER W/ 14' x 3" #14 WOOD SCREW J-CHANNEL TO BE SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). FLUSH WITH SHEATHING SEE PRODUCT APPROVAL INSTALLATION DRAWINGS FOR ALLOWABLE SOFFIT PRESSURE. SOFFIT W/ MULTIPLE SPANS TYPICAL ROOF DECK SHEATHING J-CHANNEL TO BE FLUSH WITH FASICA 2x BLOCK W/ (2) 0.131" x 3" END- - OR TOE -NAILS EACH END -" - FASCIA AND DRIP EDGE PER ARCHITECT 2x NAILER (IF REQ'D): - — ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA W/ • TO WOOD FRAME : (2) 0.131" x 3" 11 GA. x 1 �" LONG NAILS (MIN s"❑ SHANK) W/ 8'❑ HEAD NAILS @ EACH STUD, MAX 24" O.C. THRU J-CHANNEL @ 12" O.C. • TO CMU w/ PT NAILER: (2) ROWS 416" Ag TAPCONS @ MAX 24" O.C. J-CHANNEL TO BE MAX 16" SPAN FLUSH WITH SHEATHING SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). ALLOWABLE SOFFIT PRESSURE _ +/_ 75.6 psf. SOFFIT W/ SINGLE SPAN SF OFFIT DETAILS - FL #13139 Soffit detail was created using approved product installation drawings and is intended for ease of inspection. The manufacturer and evaluating engineer retain responsibility for the product. This detail is not applicable without active product approval. MOISTURE BARRIER BY OTHERS I UPLIFT CONNECTION PE TYPICAL WALL SECTION TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2; A� SHEET ST-1 (PORCH CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. v v PRE -CAST LINTEL PER PLAN BOND BEAM REINFORCEMENT w (SEE WALL SECTION) 0 w FILL SOLID TO BOND BEAM U) LLI Uj V) 0 8 F - #r--- DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8 F-# BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR \ UNFILLED 8U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 n. J to N z ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN PRE -CAST LINTEL PER PLAN FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER BOND BEAM REINFORCEMENT W (SEE WALL SECTION) Z) H ": r w FILL SOLID TO BOND BEAM x U U W w LINTEL REINFORCEMENT =o 8 F -1 - # -aDEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-1-# TYPICAL PRE -CAST LINTEL OPTIONS o` U (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > Op O OPPOSITE SIDE WEBS. DIAGONAL BRACE APPLIED AT 5' APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES.PEX N LO 0 I I (CONTINUOUS IRESTRAINT LATERAL 00 (CLR). QUANTITY AND LOCATION DEFINED BY TRUSS SHOP DRAWING. C) 4) ro N M _l Q APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE SIDE OF WEBS MADE OF MORE THAN ONE PIECE, LL LU tds 4- DO SO WITH OVERLAPPING BRACES LIKE THIS (TYP J 6 N EVER ERE) true design studios Z O (n .� 0 9000 REGENCY SQUARE BLVD. 4-1 N Q SUITE 100 JACKSONVILLE FL 32211 TRUSSES NEEDING BRACINGCn -- o O LATERAL BRACING - MULTIPLE TRUSSES LU ~ =� r3 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). u� 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY 041HOMN' (D 70 CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. co a)) 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. p t 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). 5. DESIGNED PER BCSI-133, MOST CURRENT EDITION. m 00 IVWKO� _" MAX �T6'MAXjJ6" =" MAX MAX =" MAX �6" MAX 8'-1 " ABOVE .4 F.F.E. 2x6xl2 PT CENTER BUCK TOP OF GARAGE DOOR Y 6-1" ABOVE F.F.E. 4'-9" ABOVE F.F.E 2'-9" ABOVE F.F.E. DIA. ANCHOR ---' 2x4 PT TOP BUCK- --- rLOF OPENING - 2x6 PT BUCK EACH SIDE OF OPENING T-BRACE FASTENED TO WEB W/ 1 Od AT 6" O.C. W Q Z) 0 U W W 0� O O O O L-BRACE FASTENED TO � z WEB W/ 1 Od AT 6" O.C. SINGLE TRUSS BRACING Z 0 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL IIIIIIIIIIM W SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ((n WEB W/ 1Od AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z 'IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR _ REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) O W TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. W G LU W VERTICAL BARS TO EXTEND TO Z TOP OF WALL AS SHOWN. MIN (j > Q Q 6" BEND INTO BOND BEAM z_ TOP OF WALL W Uj Q JUj Lij PROVIDE (5) ;6" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 ''Y2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 ''Y2' x 318" 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 CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED I ALTERNATE BRACING SIZE CLR ITORL SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4" (1)2x6 2x6 1 ROW 2x4 2x6 2 ROWS 2x6 (2)2x4• 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6• — O X LL U_ Z .I -- — -- - OFs .)!,'r t) E:!<.?CfF'O:)lC�tl;.� Z I I Q PL r)rl file date and/or tirr 3n'p shown Lisi-N, t rj [ � fur i� R . 0 --- r'� inU.:d c: ); s of this e,E) .. ent ar:' W O^ not. ccn,,; idered' $,4,,. e(, an' Sit(iiii°t. F— ny a. 3rd Party r � rrfica{c Aut..,r.,tr — --I— -------- ------ ----------- ar:ys>iaC(rr?nii:r:tl O I a U LI- I I I — I Abbott Park Q j PRECAST LINTEL SEE O 07 PLAN u- LOT 030-03 0 SEE PLAN EXTEND REINFORCING TO Z Z END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. O PROJECT NO: W MIN (2) SOLID FILLED & J 2021.009226 0 REINFORCED CELLS W/ NO.5 0 LL VERT. BAR ADJACENT TO Z DRAWN: GARAGE DOOR OPENINGS. V CD o -- O LID NO.5 VERT. BAR IN FILLED CHKD: CELL AT EACH END OF PIER X MJP CL .W_I I j l NO. 5 DOWEL TO MATCH EACH Q Q I I SOLID FILLED & REINFORCED X ,`������� U CELL EXTENDING FROM FOOTING Q j TO LAP WALL REINFORCING ,�►� ,J5• G N • 9 ��j U) W/ MIN 25" LAP UNLESS NOTED � `SF•••. ,�,, Z OTHERWISE ON DOWEL & LINTEL „ NO 85166 PLACEMENT PLAN. MIN 6" BEND 0 AT BOTTOM. W •. * ; DoouSlgned by: * r Q I I I I I I Z 1 CONCRETE O : •• LlfL8710gQEF437_ Jj FOUNDATION WORK W ���,n�,X`� O R , O Q. •�\e1�� � TOP OF FINISH PER PLAN FLOOR SLAB Q ,�; 9/Q(�AL�G?�%�` Z Z il111111111% 'S U) < 77, O 07-29-2021 0 -----------------------_ _ — — \ W v REVISIONS: w \ \ \ LL -- �\ - \ \ Q No. Description Date ------------- / / / LU 0 GARAGE SHEAR PIER Z _ Z = 0 U � W H X W ST=6 0- CMU/METAL CONNECTOR ENGINEERING¢ Z�14�0 zy66 Ufx a i