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HomeMy WebLinkAbout8015 Wheat Stone Dr (2)DocuSign Envelope ID: ED905BED-38D84C68-9DCA-6AAAE77CDBEC It 15 DRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECTURAL GENERAL NOTES 1st LEVEL FLOOR PLAN A110 A200 ELEVATIONS - E A400 WALL SECTIONS A500 DETAILS A501 DETAILS 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 FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS ST-7 SECTIONS AND DETAILS DR HORTON A4DB DELRAY ELEVATION E Abbott Park, ELECTRICAL SHEET NO. ISHEET NAME E100 1st LEVEL ELECTRICAL PLAN LOT 052m03m1A wIT►� � �tv,�,�wa Au-oSH A L L13 UpLG IDES r-ORID�. 0L2 NgTtONAL��E�TRe ORDNANCE R (11~ 1 ` r P 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 1 st Floor 2034 SF _ 2034-SF UNCONDITIONED AREA Garage 459 SF Entry - 28 SF Lanai _ 218 SF 705 SF IM9 SF Grand total VnI I ImF:_q 1st Floor 118982 CF _ Grand total 118982 CIF ^A\ O U O O O APEX co aUi 0 N M J W tds J N true design studios Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O_ O O .- e— (n w 041HOMON" ! fe) '- J m W C% Z W CD W w O O O O ti l� z a w w W Z Zw z J w LU O u) w w w Q O z > w o z o w w w o J 0 LIJ Lv O X w � LL z Z O O w w O a z O a U W O w Abbott Park Q O __ w U_ LOT 052-03-1 A o w z ZO } OPROJECT C/) Q NO: O 2022.009270 w z-- --- DRAWN: yyLij O U o _ CHKD: CD � X W a w J Q Q U X Q � —� (A (7 m Z 0 W 3 0 O w � Q z Z U) O 09-22-2022 0 1— W U REVISIONS: Q No. Description Date W J (n O H O Z Z O = O w H X 0000 a. Q DocuSign Envelope ID; ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC Footer Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to footer steel w/ (2) ground clamps V apart LIFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS 150 = #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE - Conduit. A/C DISCONNECT ,METER MAIN DISC. #12 COPPER TO APPLIANCES AND GFI 150 OR 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. 1 #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.) 1300 = 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 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 • 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 0 U 0 O p APEX co 0 d' �C O N O cc N M ZZ J L_ W tds J s] J true design studios a) Z O fn � U 9000 REGENCY SQUARE BLVD. ¢ SUITE 100, JACKSONVILLE, FL 32211 0 o O .w W 00HOHNOON, w 0 U Z w W O O O 0) ti LO ti O C!) Z 1 U W W — Z ...� Z � W W LLJ 0 w m w W Q w ZQ 0 _ 0 / 0 ¢ Z m w o W 0 0 � w o W w x LL LL Z Q Z O Z O O a Z O a U i_ ¢ W Abbott Park ¢ O U) w LOT 052-03-1 A 0 ¢ -- — w - F, U Z Z U 0 PROJECT NO: w 2022.009270 U_ O LL Z — — O DRAWN: yy U o w CHKD: LO CD x d J ¢ U Q � m Z 0 W Z 0 O w � O ¢ Z Z cn ¢ 0 09-22-2022CD 0 � w U REVISIONS: LU U_ - ¢ No. Description Date w ( J 7 Cn O F- O Z Z 0 = Q W E- X W AOOO a DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC FLOOR PLAN KEY NOTES 6) M VERIFY AC COND iv LOCATION 6o W/ SITE PLAN N Ln W or _ Wzo = � N 0 00 N M N cV 60 114119111 5'-8" 5'-10 1/2" 5'-3 1/2" 11'4" 2'-8" 21'-6" do 3V-10" 11'-4" 26-10" I I I I I I I I VERIFY AC COND I I LOCATION I W/ SITE PLAN 181 3010 FX TEMP 3052 SH TEMP EGRESS HB 8'- 0" H.H. 8'- 0" H.H. _ 1S&1R ---_ --- 1 9'-4" CLG - N �i 127 0i WIC 36"x60" � 9'4" CLG !--! 120 � _ 101 �...........�, o 106 2106 21068, 125 c:, ;� II I c �> / BEDROOM 4 BEDROOM 1 M I 9'-4" CLG 161 9'-4" CLG // BATH 1 NEW 2106 V-4" CLG I IwoGARAGE o r WIC i�-I ---J r----� 9'-4" CLG - - - 9'-a" CLG IoZS Cn I I I I o IT N Ln N 2106 1 N — / N I LHU 3'-2" �---� 21'-0" "' � 81/2" 16 MECH o 21068 LAUNDRY-- N 9 -4 CLG co _ 4'-10" 12'-2" 8'-2" 2868 9'-4" CLG - o I I 4 0 9'-4" CLG 16 -- Nko I8 1 8'-8" M O 0 e i I I GREAT ROOM 11 o q � I 9'-4" CLG 105 `_ N iv - N M I I I I - 6-10" 8 6'-4't 8" 1 9'-2" - I I i o N 6o " o_ N w CM �0 '� "' o 1 FOYER "v O _- N - ENTRY CC) 9 -4 CLGI v Q 1I 00 1 -1.,LI 9'-4" CLG r- 1 v co 12'-4" 7'-5" 4'-3" 2'-2" pe 13'-6" 7" 3'_0" pe 4'�" iv 6'-0" 1 I 5'-0" v I I OUTDOOR --_ _ LIVING 102 105 9'-4" CLG I _ I /,Ocso N I CLG t.0 0�9'-4" �. W = _ 108 - r- _ N N-_ N o --- I I �Q — — — — — — —— I 21068 166��OOO �� / I ; HS N/ O3 SHSN MDINING ; ���� = 9'-4" CLG - 130 142 2'-8" 2'-4" BEDROOM 3 f BATH 2 BEDROOM 2Mc 1 9'-4" CLG 9'-4" CLG i 9'-4" CLGN KITCHEN � 1019'-a" CLGco'1O0Oc zl 00 0 = i I I N ti1 Iq .. a oci — c2Sl O. _ -1 ..__ iv w = C - 143 PANTRY = N �; NCD I I m - 9'-4" CLG m _ I _ vNi oo cn - 180 140 O 0 3 SHS °7i i M 123 `' ih - ------------ ---- --- ------- 17771=t� 3052 SH 3052 SH TEMP EGRESS HB 8'- 0" H.H. 8'- 0" H.H. 9'-2" 251-6" 25'-2" 1'4' 8'-0" J 21'4" 5'-0" 11'-2" '-4 1/2" 5'-3 1/2" 10" 2'-4" 1 V-8" 9-4-59'-10" 101. 70'-0" _1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" (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 E O U O c' O p AREA 00 N � Q N N MZzz --J LLI t S J _p J N true design studios z O CO 4— U 9000 REGENCY SQUARE BLVD. _ Q SUITE 100, JACKSONVILLE, FL 32211 vi _O O � O W � H b RHOMON' O � I m W Q C� z W 0 W w O O O O ti L a Z co W W W Z J z Uj Uj U m W O to w w Q C G Z Q O ' V > Q Q z m w w 0 0 j W w W O x J - z z Z O O H LU w a H z O a- U W p W Abbott Park O U Q LOT 052-03-1 A w ---- w z Z 0 } (n OPROJECT NO: w JO 2022.009270 w DRAWN: _— O 0 U YY o w CHKD: LO CD x Q Q x U Q � U) m z_ w z O � w U) 2 O a z z O 09-22-2022 H W U REVISIONS: Q No. Description Date w U J O I- z Z = O U � w x Al 10 w a. rVwr� .. 1,11111 1 LL L - IF I I I IT I IM F. DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC 12 5 1st LEVEL BRG _ 1st LEVEL BRG 9 -4 -4 lip! - I _{) 1 LEVEL FFE St L FFE - - - -------------- 1 LEVEL - st - - - o -0 0 -0 RIGHT ELEVATION - E 1/8" = V-0" WHEN PRINTED ON 22"x34" 2x2 9„ 2„ 6" �_X 4" 2x12 SIDE FRONT 1 TRELLIS DETAIL A20Q 1" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION, VENT VENT PROP PROP Area HIGH LOW # RATIO HIGH �LINEALFT LOW 2738 SF 657 in2 657 in2 4 (TYP) /Y/.o ROOF PLAN - ELEV E 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 144 576 160 1470.4 mm kBLE END 12 5 1st LEVEL BRG „------------ 9 -4 , t. n .L- I 0" 1st LEVEL FIFE 0 0 -o-1 st LEVEL BRG _ 9' - 4"- - -- 1st LEVEL FF LEFT ELEVATION - E 1/8" = 1'-0" WHEN PRINTED ON 22"x34" _ 1st LEVEL BRG -- - 9-4"-,:P- �1 REAR ELEVATION - E 1/8" = 1'-0" WHEN PRINTED ON 22"x34" I st LEVEL FFE 1st LEVEL BRG -------- - 9 -4„ 1st LEVEL FIFE -------------- ---„ 0 0 ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TI LE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE WISTUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 11r THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 71W (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH O OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD I N ACCORDANCE WITH FBC R703.7 SE E GENERAL NOTES A000 FOR SPECIFICATIONS 223 FIBER CEMENT LAP SI DING 224 - FIBER CEMENT SHAKE SIDING 226 - FIBER CEMENT BOARD 3 BATTEN SIDING 226- SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2'k 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'k 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 OF LIGHT TO BE 640" A_ F.F. U.N.O. BUILDING HEIGHT AFF HEIGHT (ABV GRADE)_--.—__—___ _ BUILDING HEIGHT LAFF -___-___---_._-___-__-______-___-_--..__-_-_-_---_-------________________________18'-77/8" 17' 11718" �' 1T - 11 7l8" - -- - 12 4" (+2" PROJ) 260 5 222 4" 260 201 1 i 1st LEVEL BRG------------------- G 1st LEVEL BR — . 2x2 ON 2x12 TRELLIS F YPON BKT 11x20 2" OVER 4" 260 260 OVER 4 227 4" co 226 18 x62 263 . . . . . . . . ...... IL i�[= o1st oLEVEL FIFE -------------------- - -. FRONT ELEVATION - E 1/4" = 1'-0" WHEN PRINTED ON 22"x34" -3068 w/ 3010 TRANSOM ABV 1st LEVEL FIFE O U 0cy O O APEX N U 0 N 0 N 0 N cr J 1✓ L LLI J .Q J N true design studios z O U 9000 REGENCY SQUARE BLVD. C ¢ SUITE 100, JACKSONVILLE, FL 32211 vi O_ o 0 ,1 w 01"HOMON' J ' r W U z W (D W w 0 0 0 0 r; u7 t` a z w w W w -/ z 7 I..L J L w ca LLJ 0 w LU Qw W zQ 0 _ > w o z o w o � J w Lu w o x IL LL i- z z O z f= 0 w O a z O a U U__ W Abbott Park Q O LOT 052-03-1 A o ¢ - w z z _ O PROJECT NO: w 0 2022.009270 U_ O DRAWN: _ O 0 U YY o wCHKO: LO CD x w w J ¢ U Q � m z W z O � W � ¢ z z—?f O 09-22-2022 p H w U REVISIONS: _ U_ - ¢ No. Description Date — W � J } - U O H O z z -- O 2 0 w x W A200 CL DocuSign Envelope ID. ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING — INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: APPLY SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 1193 FIBER CEMENT - OR VINYL LAP SIDING PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) VARIES (RE: GOOF PLAN r Z� 2 I / VARIES (RE: 12 ELEVATION) F 1st LEVEL TOB VARIES (RE: ELEV) INSULATION PER CODE �" 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" ° INSTALL VAPOR BARRIER IN ACCORDANCE WITH a — ASTM E 1643-98 III FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) SCALE: 1" = 1'-0" INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS CONCRETE TILE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD �OOF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OTER 12T ��.. VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS 2 A400 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS VARIES (RE: �12 ELEVATION) I 1st LEVEL TOB rbVARIES (RE: ELEV) INSULATION PER CODE �" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA TYP ONE-STORY WALL SECTION SCALE: 1 " = 1'-0" VARIES (RE: 12 FIBERGLASS SHINGLE ROOFING - - ELEVATION) F INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD *f9OF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1st LEVEL TOB VARIES 1x2 DRIP EDGE OVER (RE: ELEV) 2x6 FASCIA W/ ALUMINUM WRAP INSULATION PER CODE VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS THICK STUCCO FINISH _ TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) Oil tie" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 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" --a d a 4 A d � d a ° INSTALL VAPOR BARRIER a IN ACCORDANCE WITH a = = ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) 4A40 TYP ONE-STORY WALL SECTION 0 SCALE: 1" = 1'-0" O O u7 E 1 O co U A 0 PEX N M � J U_ ca uT 5; *0000.\ OtdsY Qtrue design studios j O O 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 O_ W O � DIRIH090N a) J •� � o U z w - w O 'S 0 0 rn NT O z w in m w w w W 0 W W CC ¢ G Of 0 O 0 IL W O w ¢ 0 O O x U o z O O p J w IL ¢ z z a IL O LU J U z W _ a U w w PROJECT NO: Q z X (� w DRAWN: -- -- _ a MJP o CHKD: TSD O m0 u7 w �w O ¢ w U 2 W z C� U) z O H U ' U_ U) ¢ z REVISIONS: 0 No. Description Date w O w z - w _ _ w w J x ¢ w U a cn ¢ F- A400 z O 0 DocuSign Envelope ID. ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC ��p.u. .. _y.... _. ►, ,._ _ .. _.. � ,.. .0 may.. �,1i,�ii1� .a�,w i�..,u.. ..��... ad,lyli��Yf,�,..114�1 .. -:,.�1 �_ __.:�JILW� _ _�y�y.k..�.. - U') WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. O 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B ® FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE FELT UN SHINGLE ROOFING DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX BOTTOM O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® (D ®FOLD at 77° WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP /tA AYERS OF BUILDING WRAP NAILING FLANGE, STOP WRB OX. 1 1/2" ABOVE SHINGLES ROOFMALL SCREED 5x5 WALL FLASHING 4iiyKICK-OUT FLASHING (SEE DETAIL) FASCIA WRAP WALL KICKOUT FLASHING WATER TIGHT SEAL (BEND OR SOLDER, NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING'WEAVE' METHOD. 1. EXTEND (1) FULL END SHINGLE MIN 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN FROM VALLEY CENTER FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" OSB OVER PRE-ENG WD TRUSSES 24" WIDE METAL VALLEY FLASHING OVER 15# FELT VALLEY FLASHING SCALE: N.T.S. SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS' BLDG PAPER UNDER'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATI, WRB LAYER #1, STUC WRAP WOOD SHEATHING APPROVED 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 I / I � \ � I \ +- — I 2x SUB-BAND\W/1/2"X? NOTCH _ @ END, WRAPPED IN PEEL & STICK \ DRIP EDGE I /8' TEXTURED J \ \ % r%I FINISH @ WOOD TEXTURED FINISH @ CMU / 1 1/8" • \ METAL FASCIA WRAP\Ye" FROM STUCCOI,/- FROM WO\DD WALL EXTW06R WALL \\ _(FRAME OR CMU) \ \ \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ \BAND ONLY REMOVED FOR CLARITY \ ROOF DECK (BEYOND) \ \ y (A)ELEVATION DRIP EDGE, 1" OFF WALL �I(NOT INTO STUCCO) 3-COAT PLASTER 2x6 SUB -BAND W/1"x4" NOTCH @ END, WRAPPED IN PEEL & STICK METAL FASCIA WRAP V 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 1 "x4" NOTCH @ END 2x6 SUB BAND — `) METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL ©PLAN B (FRAME OR CMU) WRB LAYER #1, STUCCO WRAP $ff STEP #2 APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK "ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL (a) WALL CLARITY + + + + + + + + + + + + + WALL KICK -OUT FLASHING + + + + J FELT PAPER + + + + DRIP EDGE + + (REFERENCE POINT ONLY, FOR i WALL OFF SET OF COMPONENTS i i� METAL FLASHING, WRAPPED MIN ABOVE BOTTOM OF DRIP EDGE a 2x SUB -BAND W/1/2"x? NOTH @ END, TEXTURED FINISH @ WOOD WRAPPED IN PEEL &STICK METAL LATH -ROOF CEMENT @ ROOF WOOD SHEATHING EDGE OMITTED FOR CLARITY WRB LAYER#1, STUCCO WRAP SUB BAND DETAIL (a7_ WALL W/ KICK -OUT WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT SUB BAND DETAIL @ WALL SCALE: N.T.S. O O LO tt� E r- O N U DD 0 O APEX coo QJ J O ILL c? W J z d O 0 Y t S Qtrue design studios j O O w 9000 REGENCY SQUARE BLVD. (D SUITE 100, JACKSONVILLE, FL 32211 Z) O U .,-. cn J m v� DIHOUON • .r 0 •�r/ w $`^• Z Q' W 0 N O O O O ti LO r- 0 Z U) (n W ULI m W W Uj (D v, Z W C c a o 0 OJ 0 L� w O ~ w w Q W a L..L i O - U Q Z O J W O � W Q Z UCL � Z U_ 0 W O - N -- U Z U) 2 w U W W PROJECT NO: I- F- Q LX - a DRAWN: XQ MJP w Q 0 CHKD: � -, TSD p 00 o O LO W (n Z — W O Q LI-I U Cn Z (D Z O F— H � U LL Q Z REVISIONS: O No. Description Date U) Z-.. - - - W 2 = W W ♦— X J W U Q � O A500 Z 0 0 DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77COBEC 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. Y2" GYP BRD OVER —' PRE -SHAPED STUCCO BAND 1x2 TREATED :: W/ SLP TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) �8" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1 ti2" = 1'4" PRE -FORMED CONTROL \ JOINT W/ STRIP LATH 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN - �I MASONRY BEFORE APPLYING) / �I Lam\ CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 2 1/2 CORNER BEAD (FASTENER & SPACING at 7"O.C.) ;MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK PT 1x WOOD BUCK SHIM AS NEEDED - INTERIOR SCALE: N.T.S. CMU WALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) PRE -SHAPED STUCCO BAND W/ INSTALLED PER MFR WRITTEN SPECS (RE: ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT EXTERIOR WINDOW JAMB at CMU SCALE: 1 i2" = V-0" 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI 7" FLASI DO NOT CA-., . SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. SIDING TO STUCCO FRAME TO BLOCK GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) INTERIOR SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 48' BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) CMU STEMWALL W/ %" STUCCO FINISH (RE: STRUCTURAL) EXTERIOR WINDOW SILL at CMU SCALE: 1 1/2" = 1'-0" ELECTRIC ME7 FIELD VERIFY LOCATION AREA TO RECL. STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL '7' FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. WD SHE. (RE: STR INISH COATING OVER PRIMED HREE COAT STUCCO FINISH ig' NOM) OVER GALV MTL LATH VER 15# FELT OVER APPROVED DUSEWRAP ASTEN TO WD STRUCTURAL IEMBER at 7" O.C. MAX " TO %" MID -WALL JEEP SCREED _ za N J WIDE STRIP SELF ADHESIVE LASHING, CLEAN MASONRY 3EFORE APPLYING /2" (MIN) STUCCO FINISH "EXTURED PER COMMUNITY >PECIFCATIONS STUCCO )NE (1) 3 ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP OVER NAILING FLANGE WD SHEATHING zt (RE: STRUCT) -� MTL DRIP FLASHING W/ HEMMED EDGE SET IN CONT BEAD OF SEALANT �- TRIM (RE: ELEVATION) EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT BEAD OF SEALANT VINYL FLANGE CASING BEAD '.N\ INSTALLED PER MFR WRITTEN SPECS (TYP) 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY A SPECIFCATIONS clnlnlr_ HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOC SCALE: N.T.S. CMU WALL W CMU LINTEL 1/2" (MIN) S U/CCO FINISH (RE: STRUCTURAL) (RE: STRUCTURAL) GYP BRD OVER GYP BRD OVER 1x2 TREATED 1x2 TREATED FURRING STRIPS FURRING STRIPS at CMU WALL (TYP) CONTINUOUS BEAD at CMU WALL (TYP)U CONTINUOUS BEAD OF SEALANT OF SEALANT PT 1 x4 PT 1 x4 SELF ADHESIVE -OR- SELF ADHESIVE -OR- FLUID APPLIED PT 2x4 FRAME FLUID APPLIED PT 2x4 FRAME ANCHOR FLASHING (CLEAN ANCHOR FLASHING (CLEAN SHIM AS NEEDED MASONRY BEFORE SHIM AS NEEDED MOOR FRAME D METALI DOOR FRAMEETALI INTERIOR EXTERIOR INTERIOR EXTERIOR DOOR HEAD at CMU DOOR JAMB at CMU SCALE: 1 " = 1'-0" SCALE: 1 12" = 1'-0" 04 L0 E 0 U rn o APEX � U CNI N co J n LL W J J_ Z sD O U) tds Y Qtrue design studies O O LU LU 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O_ - 0 cb J m A ch 0,11HOMON W LU W N O O O O ti IV u7 t` co to W m W W Z LV U)♦^ Z W C c Q 0 0 Q W O LU a w O LL a O - X Q T_ Z O J O p W LL <L F— Z U � z a LL W O- - -- -- --- Q Z 2 � W U W PROJECT NO: Q ~ Z a DRAWN: Q MJP w X CHKD: LL TSD O mO 0 LO W (n w O Q w U 2 Q Z C� Z_ O H U_ ' U_ Q � U) Z } REVISIONS: J No. Description Date O W Z U) W W - H H W J Q � A501 z O 0 DocuSign Enve" ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC PANEL: PANEL I RATING: 150A MLO MIN AIC RATING: 22;000 A SERVICE: 120124OV, 10-3W MOUNTING: SURFACE ILA : E, RO1 E5 IBC 1, CIRCUITh; 11006- 1�1tSE POLES WATER HEATER F 2 30 1 A 2 20 1 R APPLIANCE GFI 3 B 4 20 1 R APPLIANCE GFI SYS. 1 "CONDENSING UNIT M 2 30 5 A 6 20 1 L,R GREAT ROOM 7 B 8 20 1 L,R DINING SYS. 1 AHU M 2 20 9 A 10 20 1 L,R BED 2 11 B 12 20 1 L, R BED 3 DRYER F 2 30 13 A 14 20 1 L,R BED 4 15 B 16 20 1 L,R OWNERS OVEN/RANGE F 2 40 17 A 18 20 1 L,R GARAGE/EXTERIOR 19 B 20 20 1 - SPARE REFRIGERATOR F 1 20 21 A 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 B 24 20 1 - SPARE DISHWASHER/DISPOSAL F 1 20 25 A 26 20 1 1 - SPARE MICROWAVE/HOOD F 1 20 27 6 28 20 1 - SPARE LAUNDRY R 1 20 29 A 30 20 1 1 - SPARE ELECTRICAL LOAD CALCULATIONS L t CRlP H C€ i�'tE� ," LOAMOW, �NCt . +Ir AC GENERAL LIGHTING 3 VNFT2 6102 - - SMALL APPLIANCE 1500 - - SMALL APPLIANCE 1500 - - LAUNDRY CIRCUIT 1500 - DISHWASHER 1500 - - WASTE DISPOSAL 800 - - WATER HEATER 4500 - OVEN/RANGE 149W - - MICROWAVE/HOOD 1000 - - REFRIDGERATOR 800 GARAGE DOOR OPENER 600 DRYER 5400 - GENERAL LOAD 10000 100% 10000 GENERAL LOAD 30102 40% 12040.8 HEATING/AC 2.5 TONS + 3 kW 6438 100% 6438 TOTALS 46M - 29479 120124OVSERVICEIFEEDER LOAD (A) 119 MAIN BREAKER A 150 ELEC PANEL AFI : AN GFI IRR , .� SEC 1 1 J \ 4'-6" 1 C� �t,ac\._......... I O GFI CLG I ' AFI E , 0:, 0:, 3.........10 _ .�......._ i' ... ... ... . _ ........_ ............ ... . k.Tr , Y c AFI a % SW IN =SVC ATTIC�-- 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 162 IF F1aI AFI Q ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3 3-WAY SWITCH C DOOR BELL CHIME GARAGE DOOR 4-WAY SWITCH 4 0 BUTTON DIMMER SWITCH GARAGE DOOR p OPENER 1 GFCI DUPLEX OUTLET 220 VOLT OUTLET 8 DUPLEX OUTLET GFI G 8 CEILING OUTLET AFI AFCI DUPLEX OUTLET -- SMOKE DETECTOR R FLOOR OUTLET ----- JUNCTION BOX — OO -- (b JB © CARBON MONOXIDE CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET PANEL SERVICE PANEL A TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL WALL MOUNT LIGHT {�} SINGLE SCONCE rr V�7 FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT ® STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT CLOSET CASTER BATH FAN - VENT TO EXT CASTER LIGHT UNDER CABINET LIGHT KEYLESS LIGHT PULL CHAIN LIGHT -I - HANGING LIGHT FLUSH MOUNT LIGHT HANGING HANGING PENDANT MINIATURE PUCK ¢ PNDT LIGHT LED FLUSH MOUNT MINI LIGHT RECESSED EYEBALL DISC LIGHT FLUORESCENT LIGHT OF LIGHT FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN L' `J LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT </' `� j ROUGH -IN 0 U O a, 0 APEX d' �C N J fl. W � s 11J tds J J-6 � true design studios O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 N, p_'. C) cn W c' LU a UsKsHOBON' > J co �I Z W W 0 O O O ti 14, ul >= O a CI) z w w OC w �_/ � w L.L Z c J m LU O Cn w w Qw Z Q O V `> Q Z m w Q W ■■■�■ w W 0 0 w w O X LL z a �� O ZO W O F_ a. Z O CIL U W_ 0 w Abbott Park Q 0 _ �U "' LOT 052-03-1 A o Q W U Z ZU PROJECT NO: W j2022.009270 0 DRAWN O W O U CHKD: Ui CD Lo X w W Q U m z w � z � o O Ill U) Z O Q z z O 09-22-2022 0 1= w U REVISIONS: Uj Q No. Description Date ~ w co J � U -- z ° = O U � W H X W El 00 a- Q DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2 3 4 IFGFND >O N W N � N 11 Building Code Florida Building and Residential Codes , 71h 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' ............................................... Cd 1.60 ASCE 7-16, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY..................................0 BUILDING CATEGORY ..................................... BU G II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF........................0 18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) gFLOOR 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 LOADING ............................. Cd = 1.00 GAME ROOM2 LIVE LOAD .............................. 60 PSF BALCONY/DECK LIVE LOAD ........................... 40 PSF DEFLECTION CRITERIA LL / 240 ROOFTRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL 1360 OPEN WEB FLOOR TRUSSES ....................... LL/480 TL/240 WOOD I JOISTS ............................................... TL MAX Y2, LL / 360 BEAMS'........................................................... TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED %" DEFLECTION 2. MAX 16 O.C. FLOOR TRUSS SPACING BELOW GAME ROOM 3. ROOF TRUSS WIND DESIGN METHOD SHALL BE MWFRS (DIRECTIONAL -OR- ALL HEIGHT) C-C HYBRID 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 1ST 4.0' PER SECTION R301.2 I L 1ST FLOOR c>[:7 END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NnTF.q'AA p O STUCCO AND DIRECTLY MIN 15/32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (Y118' 24/16 w = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ Lu N (NOTE 6) FIELD, 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w�� Z Q ca - ALL OTHER VENEER MIN 1532' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) x c9 rn TILE AND METAL ROOF A MIN 1 %2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION w ? as (NOTE PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND 0 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). 0O 8 � MIN %s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 = 0 SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). FLOOR DECK SHEATHING: 2%32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD (UNBLOCKED PANEL EDGES, UNO). MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: 1 COMMON: 3 O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN „ EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD UNBLOCKED PANEL EDGES, UNO). NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1532" 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. 1532" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE'/1fi' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 1 /32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 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, 4 DIAMETER LENGTH PRESSURE TREATED LUMBER 8d COMMON 0.131" 2-Y2' RSRS-01 0.113" 2-%" RSRS-03 0.131" 2-Y2' 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-Y4" 16d SINKER 0.148" 3-1/4" 11 16d COMMON 0.162" 3-1/2' NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667, NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4" I RECOMMENDED TO BE 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 2 LONG #4 BARS CO 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 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 /z SDS SCREWS ( )/ +„ ,„ ( ) /4 x 1 /z W 15-GC DTT2Z + IN STUD /2' 0 X 4 /2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ Yz f6 x 4'/2' EMBED EPDXY CS16 EACH END RS150 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/z'IN (18)0.162"x2'/i'IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/2" (7) 10d x 1 Y2" (NOTE 2) %" 0 x 6" EMBED ANCHOR HTT45 48' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 1/z" IN (26) 0.162" x 2 '/z" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) 48' 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 38' 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON %" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 %" IN TRUSS (7) 10d x 1 %" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) %' x 2 'YV TITEN (5) %" x 2 %' TAPCON IN SCREWS IN MASONRY MASONRY (11) 10d x 1 Y2" IN (8) 10d x 1 1/2' IN TRUSS (9) 10d x 1 Y2' IN TRUSS (11) 10d x 1 M." IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 W, IN (11) 10d x 1 '/2' IN STUD STUD (12)10dx1 %" IN (8)10dx1Y2'IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER " (NOTE 6) " 0 x 7 EMBED EPDXY 48' 0 x 7' EMBED EPDXY (12) 10d x 1 %" IN (4) '/4 x 3" WEDGE BOLT STUD PR EQUIVALENT IN STUD + (5) 8d x 1 /z„ IN (12) 16d COMMON NAILS 1 COMMON NAILS (12) 6d CO ,„ /z (5) 8d x 1 IN ABU66 %" 0 x 7" EMBED EPDXY PAU66 %„ 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS NOTE 6 ( ) (12" EMBED AT GARAGE M AT GARAGE (12 EMBED G HA8 (5) 8d x 1 /2' IN RT7AT 5 8d x 1 /z" IN ( ) DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1 W IN (5) 10d x 1 Y2' IN HUC48, HEADER HD481F, HEADER HS 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 Yz" IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d 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) %" x 2 Y;' TITEN (5) O" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS %;' x 2 Yz" (1 (12) WS25 Y;' x 2 Y2' (4)%" x 1 1/2' SDS SCREW (4) %" x 1 Yz" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER SDWC14500, SDWC15600 NO MITEK EQUIVALENT HGA10KT (4)%" x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS 7 IN TOP PLATE IN TOP PLATE (4) SDS %" x 1 1/2' SCREWS (4) %" x 1'/z" WS15 SCREWS (14) 10d COMMON IN (14) 10d COMMON IN HGAM10KT IN TRUSS/RAFTER HGAMIOKT IN TRUSS/ RAFTER (4) /. x 1 /4 WEDGE BOLT MSTCM40 WOOD FRAMING MSTCM40 WOOD FRAMING 2%" TITEN SCREWS OR EQUIVALENT IN (10) %" x 2 1/4" TITEN (10) %" x 2 W TAPCON IN IN MASONRY MASONRY SCREWS IN MASONRY MASONRY (26) 10d COMMON IN (26) 10d COMMON IN MSTCM60 WOOD FRAMING MSTCM60 WOOD FRAMING (14) %" x 2 Y4" TITEN (14) %" x 2 %" TAPCON IN 11 1 SCREWS IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 201 9-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 ''/z" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES %" 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF 'Y4" 0 x 1 %" TITENS ILO 16d. MASONRY NOTES P = PSI AND HALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL 1. ALL MASONRY UNITS SHALL HAVE m 1,500 A S _ 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 AND INSTALLED TO COMPLY WITH FBC R606.3.5. Pc = 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 UNO FOR EW OSB WSP SYP SPF CONT O.C. LSL LVL PSL SYS 42 2 2 STUDS CO w jo 2 ANCHOR 0 "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNLESS NOTED OTHERWISE ON PLAN OR DETAIL ENGINEER OF RECORD EACH WAY ORIENTED STRAND BOARD WOOD STRUCTURAL PANEL SOUTHERN YELLOW PINE SPRUCE -PINE -FUR CONTINUOUS ON CENTER 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 W BEAM) 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 W WIDE 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2' WIDE, UNO. 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 1/2' ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION 1 ST LEVEL STUD COLUMN: H L DOWN 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 NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . 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 CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1- W @ 16" O.C. OR • DSP w/ (14) 10d x 1- 1/2' @ 16" O.C. OR • 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. 9. IN ANY LOCATION WHERE A 2x_ BEAM OR HEADER IS PROVIDED, IT IS ACCEPTABLE TO USE AN ENGINEERED LVL BEAM OR HEADER OF EQUIVALENT SIZE. FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN 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 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 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 10d @ 8" O.C. STAGGERED. UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) O O N u? rl- O O O N N M J LL W J J z O Y U Q O O T_ W U) J m W a Ci z W W O O O O ti u7 ti z co W U) m W W 0 W Q 0 LL z O a O U Q 0 O J LL Q U z 0 _J z U W F- X W Q 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. } 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 00 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 0 THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. W 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD z O W Q W O H LL Q W } C7 O J O z U W F- X W W APEX Zz �i u` tds Q true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 D' CA DIHOMON' .Q N VJ LU W J Z � Lu LLJ O Q Q O 0000, Q Q LU 0 J W W LLl W X LL Q This item has been electronically O signed and sealed by Justin M Lanier, PE on the date and/or time stamp 0 shown using a digital signature. Printed copies of this document are W F- not considered signed and sealed z and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy d LL W Abbott Park -' Q LOT 052-03-1 ALU o - - - - - - F- Z 0 Cn PROJECT NO: W 0 2022.009270 LL O DRAWN: 1(y O CHKD: LO CD W _J Q ♦ � Ur -- z :•• No 85166 .• r - * • Doc Signed by: ' 1z Z r • • •� � 'rr ((�� �� 4,1l4, [T)' 0 j� �F'4OA�CtlEF43j'��W OR N 40 O N A, -_ %% 09-22-2022 W REVISIONS: LU No. Description Date ~ W - - Q U F- O z ST=1 O 0 CMU/METAL CONNECTOR ENGINEERINGa DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC 2020 V1. GENERAL FOUNDATION NOTES: ■ ■ ■ — — ■ N — — — • ih 1 Nk- z, T-0" T-2.D J VERIFY AC COND ■ 1 29,-6„ I LOCATION W/ SITE PLAN I I I I ■I I L— — — — — — — — — I I 11 ao I M ao I I I I I I T I I I I I I V-4" I. 8'-0" 70'-0" VERIFY AC COND 4 LOCATION W/ 5 SITE PLAN -2 D SIM 9"CURB 4 M i -6" 1. I 5'-0" 14'-0" 0., I — — — — — — — — — — — — ------------ 0 (V 5 — a T-2.101 I ■ � U --� N 1 9 1/2" 4'-7 1/2" 4'-6" 2'-1 " _ _ _ _ 11'-5" _ _ _ _ _ 2'-4 1/ 20'-8 1/2" I I I I r T-2.D ........ ..... ...... ...... ...... ... ...... ...... ..... ..... i L_ 1 1 � UNDER DOOR ■ I I � T-2.D - 1 I ao I I 5 ---1— 1 T-2.D T-2.D I■ ■ I _ I i! — �k I I ■ (� I I I I o - 1 ■ ■ 'v ■ ti I I O Op �I OPT 6 I I 5, Al 5'-0" lu_� I I I cn T-2.D o I cn I I A `\ 1 w 0 I I I 4" � I I � I T-2.D I ■ ■ ■ 1� I ■ 1 T 2.D OPT � 0{-{, „-- _ I 0. I ■ — I-- —— — — — — 15'-- — — — — — — — — — - 7te_ 2 -6' I }� c_ I �I ■ I I 'T I I L.... — N ..... .. ..... I 0" I ■ 1 Q1— _ I I 1 1 I OPI I _ I ■ I NI I I? N 1 I ■ I 1 MI T-2.D 6;/„_61------14'-3" _ H I — I I I I � � ■ - ---- - -— --- - - - --�--------� ----I----------- .... .... .... .... ................:. FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 1 59'-10" 0 in ao b) 04 M o0 v M CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. EARTH AND EARTH FILL SUPPORTING SLABS GRADE 2,000 AND N � APEX ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF psf, SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. j COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O 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. r' SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB j IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. M MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE I.L. STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). LU tds 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON —j SHEET ST-2D. true design studios Z O - - - - -- U) FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX p EDGE w/ (1) #4 CONT L_`' I COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN H ❑C 16"SQx12" DEEP FTG I " 1 w/ (3 #4 E1DEEP FTG U 0#floH0190N' 730"SQx20" DEEP FTG I ] 36"SQx20" DEEP FTG w/ (4) #4 EW I I w/ (4) #4 EW 00 748"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP W w/ (5) #4 EW, T&B H] AS SHOWN, SEE MASONRY Ix NOTES ON ST-1 Q a1 1/2" SLAB EXTENSION 0 AT FULL ROUGH C/) OPENING WIDTH } Z W W IY O O O '"'NOTE TO CONTRACTOR*"' I DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET ti BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. w z J Z Lu m LLI O w � F- LU Q Q w O z 0 > 0 Q Z W W W W W 0 0 W W x Z Q This item has been electronically 0 signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. LLJ O Printed copies of this document are a not considered signed and sealed Z and the signature must be verified Oby a 3rd Party Certificate Authority U on any electronic copy W W Abbott Park O C/) Q LOT 052-03-1 A w Z _ Z U' CD O PROJECT NO: WW 2022.009270 LL z -- - O DRAWN: V YY o CHKD: LO CD W W d Q Q X ,``�►►►►►�tttttt� U)� ♦`♦♦♦� ���� � ENS ��� �i��i (n m' Z 0 No 65166 W- Z 3: :X= Cl O '. STATE OF : 44/ Z LLI iC` ♦ U)F C •• 0 R IQ •• N C� ♦ Z S,O N Ai,,`♦ 0 09-22-2022 1= W >oF& _U REVISIONS: _ LL - _ _ _ I- No. Description Date W Cn U) SANITARY ISOMETRIC - RH o z z O = o U W H X w ST=2 o_ CMUIMETAL CONNECTOR ENGINEERING¢ �J DocuSign Envelope ID: ED905BED-38D84C68-9DCA-6AAAE77CDBEC CONCRETE SLAB W/ 6x6 W1A x W1.4 WWF OR FIBERMESH EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE, WWF TO EXISTING FOUNDATION FACE w/ ° p ° -- - - D P - - C ° (2) ROWS OF 3/g" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER D ° FLUSH w/ 3000psi CONCRETE. 1 ° D EXISTING FOUNDATION. ° I � 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 'i STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO --- - EXISTING FOUNDATION FACE w/ . ° p ° - - - - - --& ° D (2) ROWS OF 3/6' DIA. TAPCONS ° o OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. f P EXISTING FOUNDATION ° ID �\ • 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" A ° d d ° I DEEP) - a - - 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *iiEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH d -- - \4- 4 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TOP OF FOOTING L CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, 8" CMU CHAIR BLOCK W/ (1) #5 -� CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE V)O WF- OUj U? LOCATE VERTICAL AND TIE INTO STEMWALL F REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 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 DOTING CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB ,h BLOCK W/ (1) #4 OR #5 CONT. _ U) s LU co Q Q o VAPOR BARRIER �� j\\/ � oLO #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 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE 7 w SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > .., P _P / U-BLOCK W/ J (1)#4OR#5 (000NT LU LU 0 � FINISH _ O GRADE #4 OR #5 VERT REINFORCING \\/ •, %/�\%/�\%\\%\\%// /�\\// UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. i � I FOOTING TO BEAR ON FIRM /\ UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM N OPT BRICK LEDGE NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT T__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. 3 Yz' CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. 36" MAX VARIES PER ARCH PLANS -° -- - - - - /\\/\\//\/� 12" MIN ° ° \ VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION b IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) 1#4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH "NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 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 SEE NOTES (MAX 16") U STUCCO OR DIRECTLY ADHERED M STONE CLADDING FINISH - MIN 6" rn 0 N ALL OTHER EXTERIOR WALL \\\\\\\\\\\\ CLADDING - MIN 8", U.N.O. ON ARCH O O04 - _O \�\\ PEX 0 VAPOR BARRIER / °.\\ 12" MIN/\/\/\/\/\/ N co U 0 \ O CID a FOOTING TO BEAR ON \� 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ LL.s LLj tds (2) #5 OR (3) #4 CONTINUOUS J �i N z true design studios > MONOLITHIC FOOTING SECTION 1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O U) FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. � • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY < SUITE 100, JACKSONVILLE, FL 32211 co FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. C) CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR T W � FIBERMESH 11HOMON' °---°---- ¢- --- °- --a-_- -- ° \ '�� \\ ' 1 a) a 16" VAPOR BARRIER Q +-• U 3 BEARING WALL FOOTING SECTION Z W 0 W CONCRETE SLAB W/ 6x6 X W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O - ° SEE ARCH 0) a a a \° DETAILS LO 8" MIN O ^ a 8"x8" THICKENED 8" U) W FTG AT W STEP-DOWN, SEE VAPOR BARRIER Z PLAN W z LU 4 CURB STEP SECTION 00 Uj 0 U)- W- W QW 8" UNDER MASONRY WALL Z Q 0 CONCRETE SLAB W/ 6" UNDER WOOD WALL Z ' ' t Q Q 6x6 W1.4 x W1.4 WWF - W W W W OR FIBERMESH VARIES ° 0 Q _J 2 SEE ARCH ° - ° (MAX 16") W ULI .~- LL /�/ P// // // / -� 12" MIN. \/\/\/\/\/ Z jj 0 d This item has been electronically O VAPOR BARRIER//. //�/ signed and sealed by Justin M Lanier 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN Q X 0 a PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority LLI (- Z 12" UNDER 1 STORY WALL w/ O CL (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 ca on any electronic Copy LIL. BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q 5 GARAGEXT WALL CURB SECTION -E_U CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 052-o3-1A W FOLLOWING OCCUR: -- - - • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER 3'-0" HORIZONTALLITO PREVENT EROSION OF SOIL. U) PROJECT NO: W CONCRETE SLAB W/ 6x6 O 2022.009270 LL W1.4 x W1.4 WWF OR O LL FIBERMESH Z - - 0 0'-0" A.F.F. SEE ARCH DRAWN: U yy 810 -4 - °- - - - - (MAX 20' LLI- 4 ° ° o DEEP) CHKD: d CD W •° 4" EXTENSION X ,``111111111I�r�� UNDER BRICK VENEER Q ♦♦�. JS�IN l.A/ j/�!�,U) '7 , , 9 12" UNDER 1 STORY WALL ,�� : •\,�G E NSA.•• �� C� w/ (2) #4 OR (2) #5 CONT - VAPOR BARRIER Q : NO 65166 •• ; 0.Z 16" UNDER 2 STORY WALL W * ;• • w/ (3) #4 OR (2) #5 CONT Z :� STATE OF 6 BEARING CURB STEP SECTION O W ��i F • •; , p P'• ��,� Ca O R Z .��ss'0 N A� �; .�`♦♦ � I I TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH �I OF SLAB, TYP ALL I\ RE-ENTRANT CORNERS HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS /111111 0 09-22-2022 p N W U REVISIONS: LL N < No. Description Date W U J U) O H J O Z Z = O U LU W ST=2.D a CMU/METAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC 0 9 '41 .01 4'-8" M1 6'-8" T-0" 8'-0" T-0" 4'-0" 3'-6" 6'4" 6-8" V-0" 6'-8" 6-8" 6'-8" T-0" r 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 8U LINTELS MAY BE FILLED OR UNFILLED. • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN N INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN ❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED ❑o NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 LINTEL SCHEDULE LINTEL NO. CLEAR SPAN I LINTEL DESCRIPTION COMMENTS L-1 16'-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 3'-0" 8U8 L-3 74" 8U8 L-4 6-0" 8'-0" 8F-16 8080 SGD/ REAR PORCH REAR PORCH L-5 L-6 8F-16 8F-16 9'-0" L-7 11'4" 8F-16 REAR PORCH L-8 4'-8" 4'-8" 8F-12 8F-16 FRONT PORCH (ELEV A) FRONT PORCH (ELEV B,E,F) L-9 O O N u7 N O O O N N c'M ,J LL W J J_ z O U a O O T_ W U) O J co W a CY C/) z W 0 W OC O O O O ti u7 r— z U) 07 W W m W W z W 0 0 LL 0 O O U a O O J LL a U z O J O z W x W a x 00 O LU LLI O U LL a } 0 O J O z U LU H x W 12 APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 vi O 1 I U) W w J O W (wr) p � Z> Q o m ww � w Uj a This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy PROJECT NO: Abbott Park LOT 052-03-1 A 2022.009270 DRAWN: W t I CHKD: CD 09-22-2022 REVISIONS: Description I Date ST=3 0 W ti x 0 W z (Y 11 LL W J a U Cn 0 W F_ z r� W O LL O 0 O u7 U) W -J U z_ O C9 _z L.0 O W w 2 I— W J a U W O z O 0 CMU/METAL CONNECTOR ENGINEERINGa DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC 1st LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES SEE SHEET STA & 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" 23'-9" 26-0" 16" 13'4" 17'4" 20'-7" 22'4" 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'-5" 19'-6" 25 -8" 26-0" 12" 16" 11'-3" 17'-8" 23'4" 20'-1" 26-0" 23'-11" 24" 9'-10" 16-6" 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 Y4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS Y4" 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS Y4" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6...................................(3) W x 4-'/i' LONG #14 WOOD SCREWS PT 2x8...................................(5) W x 4-%" LONG #14 WOOD SCREWS PT 2x10.................................(7) W x 4-Y2' LONG #14 WOOD SCREWS PT 2x12.................................(9) W x 4-%" 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 U 0 vi rn 0 N O O CV u7 N O O 0) (V (V M J LL W J J Z O Y U O O W U) J 00 W C'J G7 } Z W (D W O O O O ti LO O Z G7 W Z m W W U' W 0 0 LL _O O a O U 0 It O J LL U Z } 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D O JO • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. STAGGERED Z • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 2 U W x W a 0}0 W Z O U) O H U U_ co C� 0 O Z 2 U W H x W (L APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 IM W w C) WUj a L- This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy PROJECT NO: Abbott Park LOT 052-03-1 A 2022.009270 DRAWN: YY CHKD: CD ,,��/IIIIli1 �%,11N LqN'�-'i, G :• • No 85166 r ` ylr = r r STATE OF : 44/Z 09-22-2022 REVISIONS: No.1 Descriation Date ST=3A E O U 20 W x O 0 W H Z Ix a LL W J U U) 0 W N Z G7 W 0 O 0 O to C0 W J U U) Z_ 0 Z 0 W U) W 2 w J U U) 0 Z O 0 CMUIMETAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC TRUSS TO TOP PLATE, MOISTURE BARRIER --J UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 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 Y " IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1. (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. BOTTOM PLT ANCHOR %" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR '/z' WEDGE BOLT W/ MIN 4W EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. • INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). INTERIOR LOAD BEARING WALL / EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 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) X TYE ROOF -TO' CONNEC 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN'%32' 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. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN FOR MISLOCATIOI INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY (CORNERS 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS 1. ALL LOAD -BEARING 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. STEP DOWN TIE -BEAM 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" 11/2' 3 /4 3 7 6 5„ 11 /S 33/4, 3-�4„ 6„ 33/4' TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O O N u7 N O O O N N co _l LL W .J J Z O U) Y U 0 O V_ W F- 07 J m W Q Cy } Z W 0 W x O O O CA ti LO ti O Z U) W m W W 0 W 0 _o H O U a 0 O J LL U Z } 0 O J O Z U W x W a Q m W O LU W O F- P LL Q } O 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 tm r Q Q W 0 w LV W x x aILLz This item has been electronically O signed and sealed by Justin M Lanier, PE on the date and/or time stamp 0 shown using a digital signature. Printed copies of this document are W �-- not considered signed and sealed Z and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy a LL W Abbott Park J Q U LOT 052-03-1A 0 w Z 0 U) PROJECT NO: W 0 2022.009270 LL _ O DRAWN: YY 0 O CHKD: LO CD U) w Q ,,����,n�i►il��,,��, 11N Lq/y ., co %�. O Z_ No 85166 � � r 13'. STATE OF : 44/ ��. .,,f,rS;O N A' E 01% 09-22-2022 W REVISIONS: w No. Description Date W J U cn - - I- O Z O ST=5 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC UPLIFT CONNECTION PE TYPICAL WALL SECTION MOISTURE BARRIER TYPICAL PORCH BY OTHERS 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) 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 COMM NS EACH END ROOF DECK FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACT 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. 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 ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 / 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. 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1 1/2" 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER 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 '/2" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HGAM10) TOP OF WALL 8'-1" ABOVE F.F.E. TOP OF GARAGE DOOR 6-1" ABOVE F.F.E. Y 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. 0'-9" ABOVE Ilk F.F.E. TOP OFIlk CURB F.F.E. q_OF OPENING 2x6x12 PT CENTER BUCK " DIA. ANCHOR 2x4 PT TOP BUCK — 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5)" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %" x 4,s' THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. v PRE -CAST LINTEL PER PLAN g in N z 2 �{— FILL BOTH LINTELS SOLID j� 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 II I I I I I I I I I I I I I I I I PRECAST LINTEL SEE - I PLAN SEE PLAN—\ I I I EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO I I I LAP WALL REINFORCING AS I I I SHOWN. I I LIill MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 L VERT. BAR ADJACENT TO _ I GARAGE DOOR OPENINGS. I NO.5 VERT. BAR IN FILLED _—- CELL AT EACH END OF PIER --I--- I l j i I NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED I CELL EXTENDING FROM FOOTING l i i TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL j i PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. II II II I iI CONCRETE FOUNDATION WORK TOP OF FINISH I I I PER PLAN FLOOR SLAB I I I rI\xl>l I I I I I I I I I I I \ I I I I I I \ \ I I I I I I ---- --� GARAGE SHEAR PIER \/CDTI/`AI BARS TO EXTEND TO /ALL AS SHOWN. MIN VTO BOND BEAM (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT APPROXIMATE 45' ANGLE TO NO LESS THAN (3) TRUSSES. - (CONTINUOUS LATERALRESTRAINT (CLR). QUANTITY AND LOCATION DEFINED BY TRUSS SHOP DRAWING. r—L I I I I _L IT- 0 > E o O N O N O APEX N U F� 00 N 00 N O N --APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE MADE OF MORE THAN ONE PIECE, N SIDE OF WEBS DO SO WITH OVERLAPPING THIS fV M J BRACES LIKE (TYP \ EVER) HERE) IL tds v W J J -6 N true design studios > z TRUSSES NEEDING BRACING _ 0 V 9000 REGENCY SQUARE BLVD. � LE FL 32211 CD LATERAL BRACING - MULTIPLE TRUSSES Q 0 SUITE 100, JACKSONVIL , p 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W C lu 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. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). U) 11HRON' 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. N =3 _" MAX T6" MAX �_" MAX 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 T" MAX _" MAX _" MAX 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 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* Q U) z LU O O O SINGLE TRUSS BRACINGIt O ►� 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U) ~ RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN rn ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR w SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U Uj 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W9 GRADE AS WEB TO BE BRACED. Z �y W _ Z D O W m W U) W QW zQ O_ 0 > C) a z m W o W 0 LLj 0 � LU O LJL 1 i X z Li. z 0 This item has been electronically BOND BEAM BOND BEAM signed and sealed / Justin st Lanier, REINFORCEMENT REINFORCEMENT shown on the date and/or time stamp W w (SEE WALL SECTION w (SEE WALL SECTION shown using a digital signature. LLI O Printed copies of this document are �— ? ; ' ? a not considered signed and sealed Z p and the signature must be verified = FILL SOLID TO BOND BEAM LLJ= FILL SOLID TO BOND BEAM 0 by a Party Certificate Authority U on anyy electronic copy a LL LU Li LINTEL REINFORCEMENT —t IX Abbott Park Q " O U 0 0 0 0 LL LOT 052-03-1 A w 8 F - # r DEPTH OF LINTEL 8 F -1 -1f~�—DEPTH OF LINTEL ASSEMBLY "d" ASSEMBLY d - - Q GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND U z NO LESS THAN 1" BEYOND Z Ur 8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END U) GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W 8" PRECAST LINTEL. SEE PLAN. O 2022.009270 I.L. 8F-# 8F-1-# U DRAWN: w o F CHKD: 1 BOND BEAM CD REINFORCEMENT a J (SEE WALL SECTION) U U)(IN LAN i ,• ' COURSING BELOW BOND Z m ••• *,•• '� BEAM MAY BE FILLED OR NO 85166 0 UNFILLED W * :•• z = * = - 0 o -0 r . 8L18 Q '33 : STATE OF :�­/` , T1 CO g ��F A.� O R P' �N��C7 L� LINTEL MAY BE FILLED Q iis'9/0 N Ml i:�1o%� Z OR UNFILLED Z 8" PRECAST LINTEL. SEE PLAN. Z) O 09-22-2022 0 8U8 F= W U REVISIONS: LU TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date U)— a -- — _ __ (n 0 Z - Z = 0 U 0 W I— X W ST=6 a Q CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC TYPICAL ROOF DECK SHEATHING MAX T-0" OVERHANG CHANNEL REQUIREMENTS PER MANUFACTURER 2x SYP BLOCK W/ (2) 0.131" x 3" END- OR TOE -NAILS EACH END FASCIA AND DRIP EDGE PER ARCHITECT ' _ ATTACH SOFFIT TO 2x BLOCK 2x SYP NAILER (IF REQ'D): OR UNDERSIDE OF 2x FASCIA • TO WOOD FRAME: (2) 0.131" PER MANUFACTURER x 3" NAILS @ EACH STUD, M . TO CMU w/ PT NAILER: AX 12" SPAN 1x2 SYP NAILING STRIPS TO BLOCK / NAILER MAX O.C. W/ (1) 0.131" x 2%2' NAIL EACH INTERSECTION MU (2) ROWS 3/6" x 23/4" TAPCONS @ MAX 24" O.C. SEE STA FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: CHANNEL REQUIREMENTS 1) SOFFIT MANUFACTURER ALLOWABLE PER MANUFACTURER PRESSURE. 2) +/-57.4 psf. SOFFIT W/ MULTIPLE SPANS 2x SYP NAILER (IF REQ'D): - • TO WOOD FRAME: (2) 0.131" x 3" NAILS @ EACH STUD, MAX 24" O.C. • TO CMU w/ PT NAILER: (2) ROWS 3/6' x 23�4" TAPCONS @ MAX 24" O.C. CHANNEL REQUIREMENTS - PER MANUFACTURER TYPICAL ROOF DECK SHEATHING CHANNEL REQUIREMENTS PER MANUFACTURER 2x SYP 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 PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: 1) SOFFIT MANUFACTURER ALLOWABLE PRESSURE. SOFFIT W/ SINGLE SPAN SF SOFFIT DETAILS Soffit detail is intended to convey connections between members in the supporting structural frame, not the soffit connections to those members. Product manufacturer and evaluating engineer retain responsibility for individual soffit products and their connection to supporting structural frame. O O N N O 4 O O N N M J LL W J J Z O Y U ¢ O 0 W U) i0 J 00 W d U) } Z W 0 W X 0 O O 0) ti LC) ti O Z U) W U) Cf 120 W 0 Z W O U_ 0 F- 9 O a Of O U 0 O J LL U Z } 0 O J O Z U W F— x W a- m 0 O 0 O U LL W } C� O J O Z U W x W a. APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 IIHOMON' VJ W W Z W iJ W LLJ O U) Q Q 2 >O m W 0 0 J LLI W W aLL This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy PROJECT NO: DRAWN: CHKD: Abbott Park LOT 052-03-1 A 2022.009270 W CD �i J IN. LA/ j/� e No 85166 � r .. if r � r STATE OF :�44/ 'iF; '9 �0 N M %% 09-22-2022 REVISIONS: No. I Description Date ST=7 Q W ti x 0 0 W Z n. LL W J ¢ U U) 0 W I- Z U U) W 0 LL O 0 0 Ln U) W J ¢ U U) Z 0 fn Z_ 0 W w 2 w J U U) H O Z O 0 CMUIMETAL CONNECTOR ENGINEERING¢ ME!1 �w E)P- y 9q OR 6r,}on S-n�L,t ec� 4b* Park go 7 5-