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Home My WebLink About38366 Springhead LnDocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 11QMI r RITLICI L1111* ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS A501 DETAILS A502 DETAILS - IF APPLICABLE STRUCTURAL SHEET NO. ISHEET 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. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN LOT 021m03m1I3 ALL WORK SHALL CoMpLY WITH RI��i/ApIIAIG CODES FLORIDA UlWiNo I (),,), NATIONAL ELECTRIC 00��, Ahlt 7'HI Ty, I11L LS f E8"Ew 0A7'8 � CITY OF �V PLAN EXAMINER 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 12034 SF _ 12034 SF UNCONDITIONED AREA Garage 459 SF Entry 28 SF Lanai _ 218 SF 705 SF Grand total 12739 SF V(1I I IMPA 1 st Floor 18982 CF Grand total 118982 CIF 0 0 LO APEX co 0 N M °� J U- W J tdb J 5; tme design studios, O Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 0 0 >a) a) C W DaRsHOMN' > "Al m o... Wry O U) z w U w IY 0 0 0 rn r L0 >= O Q C%) Z can W W W Z J Z � U)O W co LLJ w co w w 0 w Z Q O m W o W W 0 W W j LL LL z Z O I - a O w O U a 0 Abbott Park O J U- LOT 021-03-1 B a 012 OPROJECT NO: J 2021.014960 O DRAWN: U KME W CHKD: ~ JAC X W d a X a m Z O W Q Z O_ 12-29-2021 H _U REVISIONS: L� a No. Description Date } C� O J O Z 0000 U W X W d a a) 0 2 X Z O 0 W I•— Z_ E a w w J a U U) 0 W a Z CD U) W 0 ILL 0 0 L0 U) W J a U U) U) (D Z_ z a tY 0 w co w 2 H w J a U) O Z O 0 DocuSign Envelope ID. F4F12EE9-368E-447B-87B4-2BA92F0216A4 ABBREVIATIONS LEGEND ROOF NOTES EXTERIOR ELEVATION GENERAL NOTES GENERAL NOTES ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER MAIN DISC. 150 OR 200 AMP UNDGND SERV. BY POWER CO. Footer Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed e outside of slab at service location. Connect to footer steel w/ (2) ground clamps S apart a LIFER GROUND DETAIL N.T.S. 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. — A/C DISCONNECT #12 COPPER TO APPLIANCES AND GFI TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #6 COPPER TO HVAC N.T.S. 14 0 _— #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 ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BILK 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 • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN S FROM PROPERTY LINE • 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 • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC 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 0! o CD Cy APEA _ O 00 rn � ! N� CM ILL W tdb _J try.€ design studiosa) Z U U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O o W f— cap cn 01,1019ON'N, J 0 \ e0 ecA o `��\�� a� W j Q CO Z W (D W 0f 0 0 0 rn ti rl u7 >M rl- b a U) Z W W W � Z _! z W U c W c) coO LU QW Z_ (D > 0 Q Z w W w o � J w W ti O �' x ZILL a L- Z O Z O Q 0 IY W O H W Z 0� cll� O w U Q W Abbott Park Q O U J U) LL LOT 021-03-1 B o Q W H U Q Z Z O PROJECT NO: w in 1 2021.014960 O LL Z DRAWN: O U KME o wCHKD: LO x JAC C0 w w Q U x W U m Z 0 W Z Q ry 0 O 1 w 5 W O Q Z Z 3: W Q O 12-29-2021 p F- w U REVISIONS: Q No. Description Date w U) J Q } U (D U) O 1- J O Z z 0 Q U w F- x AOOO w w Q DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 FLOOR PLAN KEY NOTES 50 M d n 1 T-8" 5'-8" 5'-10 1/2" 5'-3 1/2" 1 V-4" 2'-8" 2 T-6" 31'-10" 1 V-4" 26-10" I I I I I I I VERIFY AC COND LOCATION 3010 FX TEMP 3052 SH TEIMP EGRESS W/ SITE PLAN HB 181 8'- 0" H.H. 8'- 0" H.H. - CLr--- -1 1S&1R 9'-4" CLG N WIC CD127 --- 36"x60" ------ - VERIFY AC COND`�'+ 9'-4" CLG[)D 12........_ 00 _ iv LOCATION 101 1O , . �- o co bo W/ SITE PLAN 21068 21068 125 II o / EXG N w BEDROOM 1 l �> o 9'F4 161 (D _ 9'-4" CLG ! BATH 1 "' 2106 9'-4" CLG v=i b WH 1160 o = J GARAGE N o m WIC -- — r--� 9'-4" CLG - - 9'-4" CLG 06 I I o I O I I O I I r �, I N __ 1S&1R I I I I � 2106 I N I Cl) I IAHU T-2" /,.Oo �---� 21'-0" / N 8 v2° 0 MECH 163 21068 9'_4" CLG LAUNDRY- "' co _ f f I o 4'-10" 12'-2" 0 8'-2" � r - 2868 9'-4" CLG 9'-4" CLG / o o 0 181E 1 10 8'-8" �o 162 N � -- 11 101 T j GREAT ROOM r � � o d- - ao I I i nI 9'-4" CLG ---- -- _ N — — — — — — — — N N 0o (f t f f I V - 6'-10" 8E, 6E 4EE 8EE 9'-2" - �r _ - I I I t o f N oo o N a o r " v _ in I I o f �- - 00 9O4'YCELG �, - ENTRY 9 -4 CLGI r - o - 00 ( I r 00 r 1'-1" I I 000 12'-4" T-5" 4'-3" 2'-2" 13'-6" 7" 3'-0" 4'-6" c14 6'-0" 5'-0" v OUTDOOR j f LIVING 102 J 105 9 -4 CLG I /C,:) - 9'-4" CLG 00 � �- _ o 108ABATH2j N --- E f I = - - - - - - -- 0O 1 21068166 �� I I � 101 000 'c` oDINING ' ; 3 SHS 9'-4" cLG 130 142 2'-$" 2'-4° BEDROOM 3 BEDROOM 2 -1 �°i `° ``'o9'-4" 0 0 I CLG9'-4" CLG 9'-4" CLG A N°°KITCHEN 00 101 I I io 9'-4" CLG eon �� 00 00 N w I I N yp _ .o a -' ......... - N w_ ! ao 143 PANTRY = ,- NI N o Ln --- I ( C° 9'-4" CLG m _ ,00 I i — N :-.'. =•' o r o o m - CO 180 - 140 ----� O 9 3 SHS ' 123 �'' r 2020 FX 2020 FX 2020 FX 3052 SH TEMP EGRESS 8'- 0" H.H. HB 8'- 0" H.H. 8'- 0" H.H. 8'- 0" H.H. 2'-8" 3'-6" 3'-4" 25'-2" 25'-2" 8'-0" 1001 21'-2" 5'-0" 1 V-2" 2'-4 1/2" 5-3 1/2" 10" 2'-4" 11'-8" doe 9'-4" 59'-10" 101E 70'-0" 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" M (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'Y4" 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 ca O O 0 APEXN C,7 co O a) rn N N M `� J LL W J J true design studios Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 era � O o O W0#10HION" oro�oovvvw��swvvv��wo�u��owvom�ovvo��ovvoo� i At , � �, \ \r w a' Q C� U) U Z W (D W 0Y O O O rn ti O Q CD Z UjW w 1..1..1 Z 7 U) J L w Uj _O Cn m LU Q w Q Z_ (D > Q Q Z w 0 W w a w J 2 0 w w O LL X Z QO Z I- O O w Z O a_ U Q W � J Cr_Abbott Park Q O U//'� uJ Q LOT 021-03-1 B o U Z ZU >- (n OW PROJECT NO: -j 2021.014960 LL LL O Z DRAWN: O = KME 8 U O w LO CHKD: JAC U) w w a- JQ Q U x U) U) m Z_ r� W Q Z O� CW G Q Z_ Z t� Q O 12-29-2021 p W U REVISIONS: Uj LLL Q No. Description Date w � J - a O I— J O Z Z O Q U w I— x A 10 w W Q DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 IGHT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 6" i SIDE FRONT (qTRELLIS DETAIL A200 I. = V-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION ,VENT VENT PROP PROP Area HIGH LOW # RATIO HIGH LINEAL FT LOW 2 657 ins 4 144 l 576 160 L738 SF 657 in1470.4 ® 5.12 ��LO RIDGE - ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12 5 1st LEVEL BRG --- - -- ❑ ❑. >= 1st LEVEL FFE LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG 9'-4 007-77,77 Ll-777777 1st LEVEL FF o"----- 220 REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"04" 12 5 1st LEVEL BRG 1st LEVEL_FFE 01-01, 1st LEVEL BRG 1st LEVEL FIFE---------oo„� 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 112" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 718" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS_ OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTES AOOO FOR SPECIFICATIONS 223- FIBER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - Z'x TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1 " PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. 262 - 1'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- 427 HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE_ i OF LIGHT TO BE 640" A_F_F. U.N.O. _BUILDING HEIGHT(AFF� ___ HEIGHT (ABV GRADE) --------- BUILDING HEIGHT GAFF 1 T - 11 7_ 0 - — 18' - 7 7/8" - - - — - 17' - 11 7/8" 12 4" (+2" PROJ) 260 5 221 4" 260 201 1 A200 1st LEVEL BRG '' ----------------- --R 1 st LEVEL B g q„------------- - 9' 2x2 ON 2x12 TRELLIS 264 FYPON BKT 11x20 2" OVER 4" 260 260 2" OVER 4" 4" a oo J 226 18"x62" 263 _... _ - - y. ❑ _ i _ ❑ �� , - — 1st LEVEL FFE 1soLEVEL FIFEs� �❑ -------------------o,= -3068 w/ 3010 TRANSOM ABV FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"x34" E 0 ca 0 n APEX 0 :V c� DO CU J : L J ) > true O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 0 o o LL! �— to 01HOHION \� �S �o _j JAI, \\W. g J IF A& jr LLI ��°10 e Q 4-.° C� U a)U Z W (D W ry 0 0 0 rn ti d- LO r- >11111111111 O Q U) z W U W / W 0. z J z w m Lu O U) !Y w Quj Q O z > z M W 0 W Q z W 0 W w 0 J � 0 W wN O L.L_ X U- LL z Q o z F a o 0Y w O F- a_ z O D_ U IL Q w � Abbott Park JQ O 0 w LOT 021-03-1 B 0 Q w U Q z z _ U PROJECT NO: w O U- 2021.014960 O w z - - O DRAWN: U o KME o wCHKD: LO JAC C/) w w a_ Q � U X Q C/) C� co Z 0 w O � W 2 U Q Z_ Z ?> p 12-29-2021 0 f— 0 U REVISIONS: w _ QNo. Description Date w (A Q OJ O O z Z 2 0 U w F— X W A200 a_ Q - I I - I I --T DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 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 OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 I NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS VARIES (RE: 12 ELEVATION) I 1st LEVEL TOB VARIES (RE: ELEV) INSULATION PER CODE 12" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al 10/A120) FOR WINDOW SIZE. RE- WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA TYP ONE-STORY WALL SECTION SCALE: 1 " = 1'-0" INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS 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 rkVARIES 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 §8" THICK STUCCO FINISH - TEXTURED PER COMMUNITY SPECIFICATIONS 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 A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL STUCCO PARGE COAT MAIN FIN FLR 0'-0" a z a GRADE (SLP AWAY FROM ° STRUCTURE)(TYP ALL SIDES) ° j INSTALL VAPOR BARRIER a IN ACCORDANCE WITH aL7_ LASTM ;ii E 1643-98 FOUNDATION/FOOTING VARIES a (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1 " = 1'-0" O O N N 00 O o� N N co _J w w J z O W Y U Q 0 O w H W J m w tY U z w (D w w O O O m ti O z W W w z m w w z z w Q O w z O Q O a O U 0 O w Q U z (D O J z U w I— w X Q m 0 w z O w Q z U) D O W 0 O O z U w H X w Q td 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 x 1 DIHOMN' 4 \ks 'A Via\ `�#m ma wo a) W cn 73 O 0 w NW Q L.1_ 0 LL w ti X z O 0 w z CL IL n f U U) 0 PROJECT NO: �— Q z 0 DRAWN: MJP w 0 CHKD: TSD 0 0 O LO U) III J Q U U) U) z U) 0 z REVISIONS: < No. Description j Date 0 w j U) w I � u1 J Q U U) O A400 O 0 DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 Z LO WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOFNVALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT �— SHINGLE ROOFING ROOF CEMENT "L" FLASHING SCALE: N.T.S. O 1. FOLD INWARD at PT. A O 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 3', EXTEND 112" 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 _"� �A� �1� ® ® FOLD at 77° WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES ROOF/WALL SCREED 4— 5x5 WALL FLASHING \ e„ L� w� CZ Zw D� FLASHING (SEE DETAIL) t\41 WATER TIGHT (BEND OR SOL FASCIA WRAP NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS; BLDG PAPER UNDER'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATI, WRB LAYER #1, STUC WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 ELECTRICAL RECEPTACLE / I / I � /-- / I 2x SUB-BAND\W/1/2"X? NOTCH L @ END, WRAPPED IN PEEL & ----------- STICK \ DRIP EDGE 7j8" TEXTURED I \TEXTURED I \ � r/ FINISH @ WOODS$ FINISH @ CMU11 1 1/8° • / \ \ , 1 / METAL FASCIA WRAP FROM FROM STUCCOI, WObD WALL °I j✓✓✓✓✓✓FROM \ p EXTERIOR WALL \ FRAME OR CMU) \ NOTE: NOTCH FOR 2x6 SUB \ ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) OA ELEVATION DRIP EDGE, 1 OFF WALL '(NOT INTO STUCCO) 3-COAT PLASTER >Z 2x6 SUB -BAND W/1"x4" NOTCH @ END, WRAPPED IN PEEL & STICK �- METAL FASCIA WRAP 1" OFF WOOD WALL. SUB -BAND 2" OFF PRE-ENG'D TRUSS TO BE CUT @ WOOD WALL WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH Ilj(�jl 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCIA WRAP 2x SUB -BAND W/1 2"x4" NOTCH @ END 2x6 SUB BAND METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL © PLAN B (FRAME OR CMU) SUB BAND DETAIL (@ WALL WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 8„ STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK "ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL (d-) WALL CLARITY + + + + + + + + + + + + + + + WALL KICK -OUT FLASHING + + + + + J FELT PAPER + + + + e 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, 7/8" 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 BAND DETAIL (d)- WALL W/ KICK-OUTW/ KICK -OUT WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT SCALE: N.T.S. O O N L0 N O O 0 coAPEX J LL W J J -e Z Otdb U) Y Qtrue design studios a) O O LU LU 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 0 U 0 i J m RRHOMON' � a) Q + Z LU W jQ O O O O i 1` d' T` W Z 0 D W m W W Z w 0 Co Z W C C Q 0 0 Q.' O Q W O W Q Q � o O LIJ n � - ti O X T- 0 z O O 0 J LL. W Q Z U Z CL LL W O _- U O U) U W PROJECT NO: W F- Uj Q X rz�r� W DRAWN: V Q MJ P LLLI X CHKD: � TSD p m O 0 U') W (n Z — W O <C W U z 0 U Z 0 O 0 U ' LL U) Q Z U) j REVISIONS: >< 0 No. Description Date cl O W Z U)= W U W W X Q W U Q co O A500 z O 0 DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 1/2" (MIN) STt FINISH TEXT( 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) 0 z 0 a =w C7 J ED VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. 2" GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ SLP TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 4$" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU PRE -FORMED CONTROL \ JOINT W/ STRIP LATH 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 2 1/2' I, CORNER BEAD (FASTENER & SPACING at 7"O.C.) ;MU 1/2" (MIN) STUCCO FINISH FEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. ` CMU WALL W/ STUCCO FINISH Lj (RE: STRUCTURAL) 1r2" GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) WOOD BLOCKIN SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) �8" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI "Z" FLASI DO NOT CA_, SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK 1/,"GYP BIRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) INTERIOR SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 4$" 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 ELECTRIC ME - FIELD VERIFY LOCATION AREA TO RECE� STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. GYP BIRD OVER J 1 x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHE. (RE:STF INISH COATING OVER PRIMED HREE COAT STUCCO FINISH $' NOM) OVER GALV MTL LATH DER 15# FELT OVER APPROVED JUSEWRAP ASTEN TO WD STRUCTURAL (EMBER at 7" O.C. MAX TO 48" MID -WALL JEEP SCREED _ Z d CV�Q WIDE STRIP SELF ADHESIVE 'LASHING, CLEAN MASONRY tEFORE APPLYING /2" (MIN) STUCCO FINISH 'EXTURED PER COMMUNITY ;PECIFCATIONS STUCCO DNE (1) G 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 (RE: STRUCT) I� 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 INSTALLED PER MFR WRITTEN SPECS (TYP) 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY A SPECIFCATIONS L44us , ra HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK DOOR HEAD at CMU CMU LINTEL (RE: STRUCTURAL) - CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR FLUID APPLIED gFLLApS�HHINNGG�(CLEAN MASONRY BEFORE METAL( Dp'OR FRAME EXTERIOR GYP BIRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME — ANCHOR SHIM AS NEEDED INTERIOR DOOR JAMB at CMU SCALE: N.T.S. CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gMpy MASONRY BEFORE METAL( DOOR FRAME EXTERIOR O O 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 co O 0 J m cry w 011019",^% ON'�, < c) o z t \ 0 o \\` ° \ a tea \° Z W LU Q O H • i ti LO 1` U) 0 w Z � �1 � W m w W Z W 0 V J Z W C c Q O Q `_ W O W Q Q o O O X T_ Q 0 It- z O J O p W LL Q Z U 0Y IL Z — LL W O U O _- c� z_ o U W PROJECT NO: w ~ Z X O w Q DRAWN: MJP w X Q CHKD: TSD LL p m O w cn z w O Q w 2 U U) Q c/) Z CD Z_ O Q ry H 0 _U LL U) Q Z REVISIONS: Q O No. Description Date W O z 7-W _ U ~ w �. w x Q W Q 0 CO A501 SCALE: 1 1/2" = V-0" SCALE: 1 y2" = 1'-0" SCALE: 1 12" = V-0" SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" DocuSign Envelope ID. F4F12EE9-368E-447B-87B4-2BA92F0216A4 VERIFY AC COND LOCATION W/ SITE PLAN ti p� PANEL: PANEL RATING: 100A ML.0 MIN A1C RATING: 22,000 A. SERVICE. 1201240Vz10-3W MOUNTING,, SLIF:FACE L1Al CIRI1TfRICUT OE S R`1�1 POLES:::: l9RK IBE BRK ALE IOESCRI TEE. O I � E �17ATER HEATER F 2: 30, 1 A 2 20 1 R APPLIANCE GFI 3 B 4 20 1 R APPLIANCE GFI 5�°S. '1 CONDENSING UNIT P.1 2 3Lt A t 20 1 L,R GREAT R00N1 7 B 0 20 1 L,R DINING S�t S:. 1 AHLI !1 2 20 0 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 1rs 20 1 L,R Ov%fNERS OVENIR.ANGE F 2 40, 17 A 1S 20 1 L,R Gr';RAGEIEKTERIOR 19 B 20 20 1 - SPARE REFRIGERATOR F 1 :20 21 A 22 20 1 - SPARE GARAGE ID00R OPENER F 1 20 23 B 24 210 1 - SPARE DIS.HVY"ASHERfDISP 3A'.L F 1 20 25 A 26 2cj 1 - SPARE MICFZ IP�hAkfEa'HOOD F 1 20 :7 1 R 28 20 1 - SPARE LAUNCIiRY R 1 20 2:0 1 A 30 20 "1 - SPARE 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" ELECTRICAL LOAD CALCULATIONS CONNKTED D E.�+I Nt FINAL L D OA3 DESGRIF+7IQN Lam {VAS FAQi`i31R , OVA} GENERAL LIGHTING '3 VATT21 6102 - SMALL APPLIANCE 1500 - - SMALL APPLIANCE 1500 - LAUNDRY CIRCUIT 1500 _ DISHWASHER 150G. - - VVASTE DISPOSAL 800 - '�4 ATER HEATER 4500 - - OVENrRANGE 14900 - M1CR0ktVAVE'H0D 1000 - - REFRIDGERATOR 800 GARAGE DOOR OPENER 000 DRYER 5400 - GENERAL LOAD 10000 100% 1t1000 GENERAL LOAD 30102 40% 12040.4 HE-ATiNG,AC 2.5 TONS +;3 kW) 6438 100% 6438 TOTALS 46540 - 28479 120124OV'SERVICE.#FE.EDER LOAD (A) 119 WAIN BREAKER (A) ISO ,VERIFY AC COND LOCATION W/ SITE PLAN Fl-' WPFI 0 ELEC PANEL 1 ELECTRICAL LEGEND SINGLE POLE SWITCH 6 DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME t 4-WAY SWITCH GARAGE DOOR BUTTON DIMMER SWITCH GARAGE DOOR p OPENER 220 VOLT OUTLET 7t GFCI DUPLEX OUTLET 7 DUPLEX OUTLET 1111 G CEILING OUTLET A I AFCI DUPLEX OUTLET R FLOOR OUTLET OS SMOKE DETECTOR B JUNCTION BOX © CARBON MONOXIDE 0 CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET PP SERVICE PANEL L TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT STAIR LIGHT BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN -VENT TO EXT CLOSET CASTER ® CASTER LIGHT UNDER CABINET LIGHT PULL CHAIN LIGHT rK KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT HANGING PENDANT 0: MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT ®FR FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN LIGHTED ;? PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT ROUGH -IN 0 0 O O O � O APEX o a ca CV co 0 000.\ U tdb J > "uw saes n studios a) z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O O O � W��o��o��o��ooso��mo��oo��o� UJ 0,1HOMN' 0�',' 4, w a to C� U U z w W w O O O rn LO L ti z LU W Lu z _! z Uj U) W m LLJ O U) w Q w w z z Q w 0 o UU w 0 ti I X ILL LL Z T O z O Q 0 w w IL z w elf O 0- U_ Q w � J Abbott Park Q O U U) U_ LOT 021-03-1 B o Q w F- U Q z_ z } OPROJECT NO: w 1. 1 2021.014960 O w z DRAWN: O U KME o w CHKD: U-) JAG X w w a- J Q U acf) U) cD m z o � w Q z 3:o O1 w c Q z z 3: cn Q O 12-29-2021 p w U REVISIONS: w IL _ Q No. Description Date ~ w cn Q >- U cn F- O z U w H X w El 00 w Q DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 DESIGN CRITERIA AND LOADS Buildinq Code Florida Building and Residential Codes , VI" 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 ^3........................................... Cd 1.60 ASCE 7-16, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY ................ ........ .......... C BUILDING CATEGORY .................................... 11 ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF .......................0.18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING ................. ......... ............ ........ Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF (TILE = 17 PSF) BOTTOM CHORD LIVE LOAD_- ..................... 0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD.... ......... ............. 0 PSF BOTTOM CHORD DEAD LOAD ........................ 5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX V UP TO 40' SPAN LL / 480 OPEN WEB FLOOR TRUSSES ....................... TL / 360 LL / 480 TL/240 WOOD I JOISTS ............................................... TL MAX'/2" ILL /360 BEAMS'......................................................... TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED Y4 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 1 ST 4.0' PER FIGURE R301.2 (7) I N '�_ 7 1ST FLOOR .0 F TYP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTES 3.4 p O STUCCO AND DIRECTLY MIN 1%g2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6" 24/16 w = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ � I- N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. LQ Lu LU u _j�O Q �- t) � Z ALL OTHER VENEER MIN15 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL C 0 O /32 NTAL (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) Y (� rn TILE AND METAL ROOF MIN 15/2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND ul 6" O.C. IN THE FIELD LLJ p w F- MIN'/6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION O = Oz SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN 3/" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD OR MIN %" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 %" COOLER NAIL OR NO.6 x 1 %" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/32" CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1%2" 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 %6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 1%2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 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 PRESSURE TREATED LUMBER DIAMETER LENGTH 8d COMMON 0.131" 2-Y2" RSRS-01 0.113" 2 %" RSRS-03 0.131" 2-1/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-%' 16d SINKER 0.148" 3-Y4' 16d COMMON 0.162" 3-'/2" PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE HER PT Z-MAX, G120 OR TRIPLE ZINC NG ACQ & MCQ) 17! COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1 SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 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. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTH HALL BE 2 T 2" IN LENGTH. OSS / 0 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. Q 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 V 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. TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2 3 4 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 1 -' (8)Y. X 1 /2 SIDS SCREWS ,� % 8 /< x 1 /2 WS15-GC DTT2Z IN STUD'/i' 0 X 4 Y2" WOOD SCREWS IN S1 LID (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 O x 4'/2" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/2"IN (18)0.162"x2'Y2"IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 '/2" (7) 10d x 1 1/2" (NOTE 2) §$" 0 x 6" EMBED ANCHOR HTT45 4811 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 '/2" IN (26) 0.162" x 2 'Y2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) �8" 0 x 6" EMBED ANCHOR §6" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)'%" x 3" SIDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7 " 0 x 12" EMBED a MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7/8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 '/2" IN TRUSS (7) 10d x 1 'Y2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) '/<" x 2 'Y," TITEN (5) 'Y4" x 2 '/4' TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 'Y2" IN TRUSS (9) 10d x 1 ''/2" IN TRUSS (11) 10d x 1 '/2" IN (11) 10d x 1 'h" 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 '%" IN (11) 10d x 1 '/2" IN STUD STUD (12)10dx1'/2"IN (8)10dx1'/2"IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) §8" 0 x 7 EMBED EPDXY �6" 0 x 7 EMBED EPDXY (12) 10d x 1 /2' IN (4) %" x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'Y2" IN (5) 8d x 1'/2" IN ABU66 4 " 0 x 7" EMBED EPDXY PAU66 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12 EMBED AT GARAGE HA8 (5)8dx1/2 IN RT7AT (5)8dx1/2 IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1 Yz" IN (5) 10d x 1'/2" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 11/2" IN TOP PLATE (5) 10d x 1 Y2" IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER 'W 'W LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) x 2 TITEN (5)'0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SIDS '/4' x 2 Y2" (1 (12) WS25 '/4' x 2 Y2" (4)'/4' x 1 Y2" SIDS SCREW (4) Y4' x 1'/" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)'%" x 3" SIDS SCREWS HGA10 (4) '%' x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS''/4' x 1 '/2" SCREWS (4) Y4' x 1'/2" WS15 SCREWS HGAM10KT IN TRUSS/RAFTER ''/4' HGAM10KT IN TRUSS/ RAFTER (4) /< x 1 /< WEDGE BOLT (4) x 23/4" TITEN SCREWS OR EQUIVALENT IN IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 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'/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES ''Y." 0 x 2 3/" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'Y," 0 x 1 %" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. >O _w N � LEGEND �" OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL O FOR ENGINEER OF RECORD c3 EW EACH WAY O OSB ORIENTED STRAND BOARD O WSP WOOD STRUCTURAL PANEL N 0 SYP SOUTHERN YELLOW PINE U APEX SPF SPRUCE -PINE -FUR � 0 CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/" WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2' WIDE, UNO. N SYS 42 PROPERLY RATED OPEN WEB HEADER cN o INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS LL LLItd S INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J i� BOTTOM PLATE ANCHORAGE IS '/2" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR tr &'s=r sudh s >� SW SPECIFICATIONS) Z O STRUCTURAL WOOD BEAM W STUD COLUMN KEYNOTE Q NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. O NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS O �- TO MATCH WALL FRAMING SIZE AND GRADE, UNO. 2 2 STUDS U) w H o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 2 ANCHOR � U) BOTTOM OF STUD COLUMN CONNECTION 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN > 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. m "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE Q HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 0 �MSTA24 1 TYPE OF STRAP CONNECTING HEADER TO JACK STUD (}j 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION Z W 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (D 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD LLI GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. � NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP O O NON -BEARING HEADER FRAMING KEYNOTE NO HDR # NUMBER OF KING STUDS EACH SIDE OF OPENING ~ LO HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE b Z #2 SYP HEADER FRAMING KEYNOTE U) (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING W W NUMBER OF JACK STUDS EACH SIDE OF OPENING z DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER m ENGINEERED LUMBER HEADER FRAMING KEYNOTE W W (2) 9'/z' LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING Z NUMBER OF JACK STUDS EACH SIDE OF OPENING Z HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) W DEPTH OF LOAD -BEARING EWP HEADER Q NUMBER OF PLIES IN HEADER (1 3/" WIDE UNO) HEADER FRAMING ° J LL 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. Z STAGGERED. 0 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. Q 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. � 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . O 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 0- 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST U FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR 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 Of • SPH w/ (12) 10d x 1- Y2" @ 16" O.C. OR 0 . DSP w/ (14) 10d x 1-'/2" @ 16" O.C. OR . FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR FITS w/ (14) 10d x 1 ''/2' (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. U z FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. O J ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S 2 SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY H SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W TABLE 2304.10.1 W 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. Q 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. x UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. Do 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 Z U) O F- U U_ Q U) C7 O J O Z 2 U LU H X w i2 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 01HORMN' 4- 0 N \\ ll` p wVv\\\\ \�Q >N 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 >1111not considered signed and sealed and the signature must be verified 111by a 3rd Party Certificate Authority Qon any electronic copy I _ Uj W W LU _0 co Q Q 0 Q Q LLI o 0 J w LLILLJ W � X LL Q z Z O 0 W i- Z 0- LL W Abbott Park -' U U) LOT 021-03-1 B o W F- Z 0 0 PROJECT NO: LLI 2021.014960 LL O DRAWN: KME o O cHi<o. LO MJ P W J U U) �� , \ G•E•N S ��i Z_ N o 0 ign`ed by QN I AT E OF 3F4671D CDEF�tZ, .��, •,. OR , p: 121 Z 12-29-2021 p w REVISIONS: U) 2 No. Description Date ~ w J Q U U) O Z O ST=1 II dr 111 11 I, ::i :.I111IiN." idiii i, i 11 1 1 1 -I 1T- - 1-1 - ii CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 2020 V1.0 0 M N 70'-0" L1'-4" � 8'-0" 1 59'-10" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 70'-0" ao N M. 0 N C9 v GENERAL FOUNDATION NOTES: 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 ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, 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. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D. FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN n 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX L� EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN ❑ 16"SQx12" DEEP FTG E 30"SQx20" DEEP FTG w/ (4) #4 EW ❑48"SQx24" DEEP FTG w/ (5) #4 EW, T&B 1 1/2" SLAB EXTENSION AT FULL ROUGH OPENING WIDTH D 24"SQx20" DEEP FTG w/ (3) #4 EW F 36"SQx20" DEEP FTG w/ (4) #4 EW #5 VERTICAL DOWEL TYP ❑ AS SHOWN, SEE MASONRY NOTES ON ST-1 ***NOTE TO CONTRACTOR*** DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. z w O O N LO N 00 4 O N N cY) J LL W .J J z 0 07 Y Q O _o W H_ Z) L7 J m W Q U z W 0 W ry O O O G) 0 co W z_ U) m W W z z W fy- 0 J LL z 0 H Q 0 a 0 Q O J LL Q U z CD 0 _I 0 z U W I— x W Q_ Q 0}0 0 LLI 0 W a z U) 0 H 7]OF� P: LL Q 07 C� SANITARY ISOMETRIC - RH ° 0 z U W I— X W Q CMUIMETAL CONNECTOR ENGINEERING tdb true design studlos; N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Q 4- 11HOMN' �5 A 1 `1 e `fie ` j<. e� :.` .201 '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 Qon any electronic copy I _ W/1 Uj Z � Lu Uj O U) Q O m 0 Q W 0 J 0 Lu WN � L.1— X LL � Q z 0 0 W z a_ LL Abbott Park W J U LOT 021-03-1 B 0 W Z (D PROJECT NO: co W 0 2021.014960 LL 0 DRAWN: KME 0 CHKD: MJP L0 U) W J Q U M LAIC/, cn �•.��GEN' ��•� Z N,60PAIAd bye Q 13 STATE OF �441 ;,0. 3F4671DACDU () •, F••.,< O R,o.�� • z �0 N A� Q 12-29-2021 0 W REVISIONS: No. Description Date w J Q _ U I- 0 z 0 n ST=2 DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 316" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER D o FLUSH w/ 3000psi CONCRETE. D D EXISTING FOUNDATION. D � � D I D \ \ 4 f � D 8" CMU WALL OVERHANGS LESS THAN 111 GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL WHERE NEEDED MIN. 3" EDGE DISTANCE < I STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/16" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. � D D � D D I D D EXISTING FOUNDATION 8" CMU WALL OVERHANGS 2.511 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 a —, — — — — — (MAX 20" d d ° 4 — — — DEEP) a _ a Q o °. / a ° 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL �— VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH — — a 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION I AM .uc n/%nlTlr.n I`"AUS BAR AS _AP AS SHOWN V l./IV I IIVVV VJ I.iVIVI�I\L I L FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, 8" CMU CHAIR BLOCK W/ (1) #5 —� CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE LOCATE VERTfeAb REINFORCEMENT IN LAST STEMWALL CELL MONO LITHIC SLAB D DEGREE 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4 OR #5 REINFORCING PER MONOLITHIC FOOTING ,SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB oL BLOCK W/ (1) #4 OR #5 CONT. — — — — -- LU X Q o / �_ U VAPOR BARRIER \\Lu o X #4 OR #5 VERT REINFORCING/\// UP TO 3 COURSES: 72" O.G. ��/\\ /\\/\\ ` 4 TO 5 COURSES: 48" O.C. x17 ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM `\/ . //�\ j '\ #5 IN BRICK LEDGE UNDISTURBED SOIL 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 _w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U U) CONT OR #5 WWF OR FIBERMESH > Q Q C0 I.LU w e o FINISH O GRADE / ///\ Q /� //�\\\ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 3'/2' 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 I#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 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° \\ VAPOR BARRIER SEE NOTES (MAX 16") U STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" M O o ALL OTHER EXTERIOR WALL O CLADDING - MIN 8", U.N.O. ON ARCH O APEX 0 `\//\\//\\/\\/�\ 12 MIN/00 N c �\ \ / oz FOOTING TO BEAR ON / FIRM UNDISTURBED 6" OPT' EXTENSION IN BRICK � SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ CO (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 LJL d � g , BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS J MONOLITHIC FOOTING SECTION z 1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: p • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 0 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O CONCRETE SLAB w/ 6x6 LU (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR""v"""`��`w��""v`�`�`�"""""�""cy FIBERMESH 0' — —� _—a --- — 041HORION° \° d d ° �\ \/�\/�\ N / "W-1 00131,SW LLI / VAPOR BARRIER Q a 16" � BEARING WALL FOOTING SECTION z 3 W O W CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR This item has been electronically FIBERMESH � signed and sealed by Justin M Lanier, PE on the date and/or time stamp 0'-0" A.F.F. (y) shown using a digital signature. ° SEE ARCH I Printed copies of this document are DETAILS >.not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority 8" MIN O <on any electronic copy v,I A 8"x8" THICKENED 8" W W FTG AT W STEP-DOWN, SEE VAPOR BARRIER z PLAN CURB STEP SECTION m Uj O co4 w VAPOR BARRIER w Q O 8" UNDER MASONRY WALL Z Q Q 6" UNDER WOOD WALL Z M � Q W W W Q W F, SEE ARCH p Q (MAX 16") W O X \ \/\/\/\/\/\ LL LL 12" M I N A \ \\/\\/\\/\/\� Z T \�\\\//��//�\//�\//\\\ O Q O Q 0 / \ / 6" OPT. EXTENSION IN BRICK 0 H LOCATIONS ON FND PLAN Z O a. ADDITIONAL NO. 4 OR NO. 5 CU LL BAR IN BRICK LEDGE Q — 0 W Abbott Park Q U) GARAGE EXT L CURB SECTION 5 CONTACT FOR PRIO��A NSTRUCTION IF ANY OF THE ILL LOT 021-03-1 B LU Q LU FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" C) • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z 0 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. W O PROJECT NO: W CONCRETE SLAB W/ 6x6 J O 2021.014960 ILL W1.4 x W1.4 WWF OR 0 FIBERMESH 0'-0" A.F.F. Z DRAWN: SEE ARCH U KME o d— a —.-(MAX 20" W Ln 4 o DEEP) d — d a d X MJP / a •d 4" W J 4" EXTENSION X U UNDER BRICK VENEER Lgll �r U) , 12" UNDER 1 STORY WALL m �� •E•N,3 IFS z w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER `�.• F �� 16" UNDER 2 STORY WALL � * N �oPtT I&%d bye * Q w/ (3) #4 OR (2) #5 CONT Z 6 BEARING CURB STEP SECTION O 0 : 8,TATE OF •4: i 3F4671Df�CDV._ W Q�ii�� . < O H O,.• ��,�� Z i I I TYPICAL REINFORCING BARSATTHICENED FK FOOTING, SEE MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL �I RE-ENTRANT CORNERS II I� _ _ II--------- — HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS C/J f//1/ Q O 12-29-2021 p I— W U_ REVISIONS: Q No. Description Date W W J (D o O { O z 2 O U 0 W x W ST=2mD W Q CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 s T-0" 6'-8" 6'-8" .1 6-8" ,, 6'-8" le 6'-0" -0e 54" _✓ 4'-8" , 6'-8" , 6'-8" T-0„ ,V-4" � 8'-0" �, 4'-5" �, T-5" 6'-8" �, 6'-8" 6'-8" 5'-0" 6'-8" � 6'-8" 6'-8" � /'-U" 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 INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN < (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 0 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 STA & 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 z o � >Magill 0 N � CD N CD O 0 � APEX 0 N U co W O O N � co J , LL w tdb J true design studicns a) z O U Y 9000 REGENCY SQUARE BLVD. a) Q SUITE 100, JACKSONVILLE, FL 32211 -7 C3 O O r— cra > N' rn \ 01 x \ 1\ \ Al NILL Off\ @�� ate. \ ��`V\ w fy_ Q d U N U 'S z w O w OThis item has been electronically O signed and sealed by Justin M Lanier, CD PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are >1111not considered signed and sealed and the signature must be verified 1111by a 3rd Party Certificate Authority Qon any electronic copy U/ z W can Lij - w U) IJ Z W m LLJ O co w Q w Q z O > 0 z W w o O J w o 2 w w ry J � x LL LL z z O 0 0 w O z 0 O U LL Q w 0ct� J Abbott Park Q O U) Q LOT 021-03-1 B 0 U Q z z U PROJECT NO: w O 0 2021.014960 O _ LL- O Z DRAWN LINTEL SCHEDULE LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS L-1 16'-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 3'-0" 8 U 8 L-3 2'-0" 8 U 8 L-4 6-0" 8 F-16 L-5 814" 8F-16 8080 SGD/ REAR PORCH L-6 9'-0" 8F-16 REAR PORCH L-7 1 V-8" 8F-16 REAR PORCH L-8 4'-8" 8F-12 FRONT PORCH (ELEV A) L-9 4'-8" 8F-16 FRONT PORCH (ELEV B,E,F) = U KME 8 O CHKD: MJP W LU IL Q Q,`,��►I1 U �` LA/V �,� 0 U) m .•�� F•• z ML1J 1 N 16JAjji n%d by. S Q Z w 1 9 TAT E O F �+��.• 3F4671DkCDES�.. O Q 10 Fs • L O R N, ) • �x �.` z z ,,,��5 /O i i ii �` ,,` �Q DO 12-29-2021 p C) REVISIONS: Lli Q No. Description Date w J a 0 O �- J p O z z O 2 0 U w I— x ST=3 w w Q CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 ............ ................ ...... ....... .............. .... . ... . . .................. f i ,..._,-_-__._._..--------- ' . ................... ............. __-__ . _. ... ...... _... .........., .. ....,.. _. .___ ....,........ ..... ....... : . . ..._...... ..__„ .. ._....___,.., ...--.............-. .. ...........__. __ ...._.._ ....._.. ._..._._,_..__........ .. _..__ .. __..._ ........, .. .. .. _.... ... 6 —_ I 1 - r — i i __ _ T_ T- ' t+/ [//L___f ........ . l,.......... 11 U. I ........ 1st LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 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'-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2xl0 12" 12'-5" 19'-6" 25'-8" 26-0" 16" 11'-3" 1 T-8" 23'-4" 26'-0" 24" 9'-10" 15'-6" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING). OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6.. . ..............................(4) 12d COMMON 2x8........................ .........(6) 12d COMMON 2xl0 ............................. ..(8) 12d COMMON 2xl2 ............................ ..(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED PT 2x8......(2) ROWS %4" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED j STAGGERED PT 2x12..... 2) ROWS f7J @ 6" O.C. S ( 4 FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6.................................(3) 16d COMMON 2x8..................................(5) 16d COMMON 2x10...............................(7) 16d COMMON 2xl2.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6.......................... .. ...(3) ''Y<" x 4-'h" LONG #14 WOOD SCREWS PT 2x8.......................... ....(5) 'W x 4-%" LONG #14 WOOD SCREWS PT 2xl0................................. (7)'YV x 4-'/2" LONG #14 WOOD SCREWS PT 2xl2................................. (9)'/4' 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 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. STAGGERED • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 D n D V (D O N N co O O N N co J LL W J \J_ Z O U) Y U a O O T_ W J m W a U) U Z W W fy O O O O i V) ti O W Z_ U) m W W Z Z W a O IL Z O I` O W O U 0 O J IL a Z 0 O 0 W X W i2 X CD O .J O U W H X W W a CMUIMETAL CONNECTOR ENGINEERING Rim e 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 0 11HOMN' I 1 0 3 1 \ O �� O� a�\fie\= �� o& \�`�D,w`. .., �� e� , 0001 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 Qon any electronic copy v W Z 0� J Lu LU o cn a �2E elo ` U m W 0 Q J W W w � ry aLL PROJECT NO: Abbott Park LOT 021-03-1 B 2021.014960 DRAWN: KME CHKD: MJP * : N boPAI�n%d by,• STATE OF 441 Z i O • <3F467i OP -CD \ 0R�. F 12-29-2021 REVISIONS: No. Description Date ST=3A _X T Z O 0 Lli — Z W LL W J a U U) 0 W a Z U) W 0 LL 0 O U) W J 0 U) U) Z 0 U) Z Q 0 W W 2 W J a U F_ 0 O 0 DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 e/ TRUSS TO TOP PLATE, MOISTURE BARRIER UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 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 Y2" 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 '/2' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR Y2" WEDGE BOLT W/ MIN 4Y2' EMBED W/ WASHER @ MAX 48" O.C. X, 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///�\/// TYf 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 1%2" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. 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 tie" 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 MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY FCORNERS 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS 1 . ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. M U� of C) N N STEP DOWN TIE -BEAM C3 U O O 0 N T APEX co qUj d' O Q3 O � � Ci3 N N co J LL W J tdb �i .J a) $tf_e d?"'slWn stags z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 6 0 CD W�s000��o��o��o�o��oo�oa��o H IVROMON (n 1k m e�Q a z LU MB MIN. SCREW DIST. FROM DOORJAMB MIN. SCREW Q K LENGTH / WINDOW TO BLOCK LENGTH � DIST. FROM DOORJAMB / WINDOW TO BLOC %4" OR 1%4' PER MANUF. 3" 5" 11/y 3�4 3746 5" 115116 33/4, 3 3/4, 6„ 2 %4' 3 3/4' TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS %" DIA. @ 30" O.C. STAGGERED • (2) ROWS %s' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE o ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED W-) 1x_ PT NAILER BUILT UP 2x— ATTACHED TO MASONRY, (1) PLY 1x_ OR�6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) U U Z W W CD O This item has been electronically signed and sealed by Justin M Lanier, O O PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are considered signed and sealed >1111not and the signature must be verified 111111by a 3rd Party Certificate Authority O Qon any electronic copy �-/ Z W LLI W LLJ w cj. J Z W U) co m LU O w W 0 W W Z U > Q Q z W o o J W � 0 W W OO d' X LL ILL Z Z O O Q 0 � w O n z r O U ILL Q W Abbott Park Q O U W w LOT 021-03-1 B o Q w U Q Z Z } Cn OPROJECT NO: W j 2021.014960 O DRAWN: - O U KME o I- CHKD: MJP U) X W w a J � U Q`t�i��►�� U) N LAJvj� �W * • N boLTicn�d b}i.• Q Z LU �•••, 3F4671 D CDI PM U) S '• i,'P1S r0 N Al �� %0 Q OO 12-29-2021 pp w U REVISIONS: LILI Q No. Description Date W U) J _ Q � U C� U) O 1— O Oz = O U 0 W I— X w ST=5 w Q CMUIMETAL CONNECTOR ENGINEERING IDocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 N ROOF DECK ROOFTRUSS OR RAFTER UPLIFT CONNECTION PER TYPICAL WALL SECTION SUB FASCIA •a MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER PLAN, SEE TABLE 2- MOISTURE BARRIER SHEET ST-1 (PORCH BY OTHERS CEILING BOARD) MASONRY LINTEL PER PLAN • TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) 8'-1" ABOVE F.F.E. TOP OF GARAGE DOOR Y 6-1" ABOVE F. F. E. 4'-9" ABOVE Ilk F.F.E. 2'-9" ABOVE OIL F.F.E. U-9" ABOVE F. F. E. TOP OF CURB F.F.E. q_OF OPENING 2x6x12 I CENTEI 48" DIA. ANCHOI 2x4 PT TOP UV VI\ 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 M." x 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. 0 0 PRE -CAST LINTEL PER PLAN a J u7 N Z 2 o#— FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER TOP OF WALL Ah BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE FASTEN ROOF DECK TO OR FLATWISE) FRAMING @ 3" O.C. ON TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING EDGE, 6" O.C. IN FIELD BETWEEN TRUSS TOP CHORDS W/ WITH RSRS 01 (3) 10d COMMONS EACH END ROOF DECKS SEE I 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1)H2.5Tw/(10)8dx1'Y2" d PROVIDE PANEL 2x4 N0.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d FASTEN 2x6 N0.2 SYP NON -DROPPED GABLE COMMON @ 3" O.C. DIAGONAL BRACE TO BLOCKING w/ (6) GABLE TRUSS 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRAC , SEE PLAN WALL SHEATHING PER PLAN • UP TO 8FT SINGLE 2x6 ONLY ® UP TO 20 FT, 2x6 W/ 2x6 T-BRACE L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING FASTEN 2x6 N0.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. 8'-0" OR AS SHOWN ON PLAN MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ �! META20 @ 48" O.C. W/ MIN (7) 10d x 1-'Y2" (NOTE: IF META20 IS IMPROPERLY tr INSTALLED, ATTACH TRUSS TO BOND FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR BEAM W/ HTSM20 OR MSTAM36) FROM DIAGONAL BRACE TO CMU _ MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10) 1) MAX. TRUSS SPACING = 24" O.C. 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. VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM -- — ---{ --- -- ------ I I I I I I I I I I I I I � I I I I I I I I I � I PRECAST LINTEL SEE PLAN I � I I I EXTEND REINFORCING TO I I I END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. I I MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. I NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER I I I 1 NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING j W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL l PLACEMENT PLAN. MIN 6" BEND j AT BOTTOM. 11 11 I I CONCRETE FOUNDATION WORK TOP OF FINISH PER PLAN FLOOR SLAB I I I I I I I I I I I I I I I /--------------------------- \ I I II I I I I / / GARAGE SHEAR PIER TRUSSES NEEDING BRACING 0 N N N r7,,.-q'Aq' O N A PEX 0 N c� co ffJ O O') QJ 3E C E, M J .4..s lL W tdb � J J true design stadia:, >� z O U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 � O 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O -a 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED ASS\\��\��\��\\\��\\\\�\\\�\�� NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. D 4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). U) U41HOMN' 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. A L —,off �`�� R'a a. �� `�@\ a \& o g� g�� W . T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SCAB BRACE FASTENED TO WEB W/ 10d AT 6" O.C. *IF (2) BRACES ARE REQUIRED, APPLY (1) BRACE TO EACH FACE OF WEB. BOND BEAM REINFORCEMENT LU (SEE WALL SECTION) 0 w FILL SOLID TO BOND BEAM U U LU LU � o 0 8 F - #--a---- DEPTH OF LINTEL CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE W�MEMMBERSPECIFIED ALTERNATE BRACING 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* U Z W W This item has been electronically O signed and sealed by Justin M Lanier, O O PE on the date and/or time stamp shown using a digital signature. SINGLE TRUSS BRACING � Printed consideres of d nt are dandy aged not considered signed and sealed and the signature must be verified 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL by a 3rd Party Certificate Authority RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN on any electronic copy CD ALTERNATIVE WEB BRACING METHOD IS DESIRED. O 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR z W SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. � W Uj 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. W Z ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED 0 8U8 0 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 W J z LLJ m LLJ O cn W W Q W z > Q z m Lu W o Q J w w O W � ~ J � X Z O z O BOND BEAM ~ < REINFORCEMENT W W J (SEE WALL SECTION) O F— o W Z_ = FILL SOLID TO BOND BEAM W U U LL LU LU Q LINTEL REINFORCEMENT o Abbott Park J a � Q ~� OC) J U- LOT 021-03-1 B o 8 F -1 - #-f—DEPTH OF LINTEL ASSEMBLY "d" I— #5 BOTTOM BAR TO EXTEND U Q NO LESS THAN 1" BEYOND Z z BEARING AT EACH END } U) GROUT FILLED LINTEL ASSEMBLY Q PROJECT NO: W 8" PRECAST LINTEL. SEE PLAN. O 2021.014960 0 O Z DRAWN: o 8F-1-# U KME o Lij F_ CHKD: MJP Lf� X W J a Q U U) Z_ m �.•�\�•E•NSF•.4 i W = * : N oLT��n�d by * Q z — .- i STATE OF W ol 3F4671DP�CDEF�B. Z �ip N Al E' .�`�� O_ 12-29-2021 p H W _U REVISIONS: LL TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w U J Q U) 1 O Oz z = O U � w H X ST-6 w w Q CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 O TYPICAL ROOF DECK SHEATHING MAX 3'-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" VPER MANUFACTURER x 3" NAILS @ EACH STUDY��1) MAX 12" SPAN 1x2 SYP NAILING STRIPS TO BLOCK / NAILER MAX 24" O.C. W/ (1) 0.131" x 2%2" NAIL EACH INTERSECTION . TO CMU w/ PT NAILER: (2) ROWS 3/s x 23/4" TAPCONS @ MAX 24" O.SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: CHANNEL REQUIREMENTS SOFFIT MANUFACTURER ALLOWABLE PER MANUFACTURER PRESSURE. 2) +/-57.4 psf. SOFFIT W/ MULTIPLE SPANS 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 2x SYP NAILER (IF REQ'D): ATTACH SOFFIT TO 2x BLOCK . TO WOOD FRAME: (2) 0.131" x 3" NAILS OR UNDERSIDE OF 2x FASCIA @ EACH STUD, MAX 24" O.C. PER MANUFACTURER . TO CMU w/ PT NAILER: (2) ROWS 3/6" x 23%4" TAPCONS @ MAX 24" O.C. MAX 16" SPAN CHANNEL REQUIREMENTS PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: 1) SOFFIT MANUFACTURER ALLOWABLE PRESSURE. 2) +/-340 psf. 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 00 O CA N N c'7 J LL LLI J J z O U) Y U Q -7 O O LU Cn J m LLI Q 07 z W (D LU O O O i r— LO i` O U) Cn LLI z U) m 0r LLI W z z LU 0 O J LL z O O CL O U Q ry O J LL Q U z (D O J O z U LLI I— X LU a Q X m LLJ z O W Q z C/) O i= U LL Q Cn 0 O _I O z U LLI H X LLI a_ Q CMU/METAL CONNECTOR ENGINEERING tdsQ true design studios � 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O U ROMON �'e of JANNIf A/I �' \. I \1 ' 'A" "Nqaff., 01" W\ "00 L >N 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 >1111not considered signed and sealed and the signature must be verified 1110by a 3rd Party Certificate Authority Qon any electronic copy W W J z � W LIJ O to Q U m W � W LLJ QLL Abbott Park LOT 021-03-1 B PROJECT NO: 2021.014960 DRAWN: KME CHKD: MJP LA G.E N* i * : N bo L igned bye. * • i STATE OF ��/- i Off. 3F4671 DkCDE!�_(O j'. •,�S'S�0 N A11 12-29-2021 REVISIONS: No. Description Date ST=7 0 0 ti X z O 0 LLI z ry LL LLI J Q U U) 0 LLI z 0 U) LU 0 LL O 0 O L0 U) LLI J Q U U) >z >v I..L 0 C/J z Q 0 LLJ W LU 2 LLI J Q U U) O z O 0 LVA spy