Loading...
HomeMy WebLinkAbout38430 Springhead LnDocuSign Envelope ID: 1 D6EEA65-1 1 9E-4AD4-8042-DDF1 9178294D DRAWING INDEX ARCHITECTURAL SHEET NO. I SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS DETAILS A501 A502 DETAILS - IF APPLICABLE STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL ROOF FRAMING PLAN TYPICAL WALL SECTIONS_ ST-5 ST-6 SECTIONS AND DETAILS ST-7 SECTIONS AND DETAILS DR HORTON A4DB DELRAY ELEVATION B Abbott Park, ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN LOT 028=03mlB 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 2M4 SF 12034 SF__ _ UNCONDITIONED AREA Garage 459 SF Entry M 28 SF Lanai Grand total 218 SF 705 SF 2739 SF VOLUMES 1 st Floor 118982 CF Grand total 118982CF ALL WpRK SHALT COIDNATIION 16,, A -COMPL WITH P' EIAILIN AND THE L ELECTRtr O C�'3pE 0 CRDi!'JANCeS ==Ji;"HYKHILLS PLAN EXAMINER I�;t.' O O a. O p 04 LO APEXcoCID rn a N co Zz U_ w J tds 6 J N true design studios z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O O LU o F _DIROH090N fir. A �u� TD o m �; w LU �. a, c� c z w O w w 0 0 0 rn r` ti >1111111111 O C%) z W Uj z J z LU U)O LU Uj cj) w w 0 w z Q O > o w w w 2 Ix W W ti O LL x z QO z O w O I -- a z O d U w p w Abbott Park 4 O U U_ LOT 028-03-1 B o Q—---- - - ---- w I— z z t7 U) O PROJECT NO: w J 2021.012597 O w DRAWN: -- O U CD o w" CHKD: LO I JAC U) w w Q U Q � U) 0}0 _z w Q z -- O w (n Q z z cn O_ 11-01-2021 H w v REVISIONS: U- a. Q No. Description Date w (n J U z--- -- O = o w F_ x w 0000 a_ Q DocuSign Envelope ID: 1D6EEA65-119E-4AD4-8042-DDF19178294D Footer Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to Tooter steel w/ (2) ground clamps 5' apart UFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS 150 = #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE Conduit. - A/C DISCONNECT METER MAIN DISC. __ #12 COPPER TO APPLIANCES AND GFI 150 OR - 200 AMP TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER UNDGND - #8 COPPER TO RANGE SERV. BY POWER CO. #6 COPPER TO HVAC N.T.S. - #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT 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 ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 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 S-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS • FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH FBC R703.4 • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED • PLASTER PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3) • WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • WATER -RESISTIVE BARRIERS PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND 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 O U 0 0 p CN APEX 04 N O N N M �1- J g ILL. W J J true design studios (D Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O o o co W 01HUHION F- J m W D W Z W W w O 0 O O Ln ti O dy C%) Z Uj W W W Z J Z w LLJ O (0 LU LU Q w ZQ 0 _ U > Z Q Q m w 0 W W W o J 0 W W O i X Z a Z O � O ww O a. Z_ w X O a. U ILL. W Abbott Park Q O U J I.L. LOT 028-03-1 B (n 0 Q w Z Z _ 0 } 0 U) w PROJECT NO: 0 O 2021.012597 U_ Z U DRAWN: — CD — O wCHKD: o D7 X JAC co w w a Q J X Q U � Z 0}0 0 Lij 0 O w U) � O Z Z i» O 11-01-2021 ap i= w co U_ REVISIONS: Uj ILL. - I- No. Description Date w W J } U (D - (n 0 - O O Z Z O 0 0 LU I-- X AOOO W a_ Q DocuSign Envelope ID: 1D6EEA65-119E-4AD4-8042-DDF19178294D errj*— . , ... u_ 11L:.._ ,. - FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) VERIFY AC COND iv LOCATION ao W/ SITE PLAN Ln tN W OC = Uj w= (D ------ Ln O NLn_ O N cV 60 171-RII q"-A" FI_1 n 1 /I,, RI-Z 117, 70'-0" !�I_ull 3 V-10" 11'-4" 26-10" I .......................................................................................................................................... I 1 I j VERIFY AC COND LOCATION W/ SITE PLAN 3010 FX TEMP 3052 SH TEMP EGRESS 8'- 0" H.H. 8'- 0" H.H. HB 1S&1R 9'-4" CLG i - 00 �41 ~0 127 cv N v i 36"x60" 9,wiCG 120 i� _ 101 ly`........... _ N I` O O 21068 21068, 125 _ 00 FLEX BEDROOM 1 M i 9'-4" CLG 161 9'-4" CLG I BATH 1 Mold 2106 V-4" CLG I �n i WH 160 GARAGE o m WIC i� ---J--� 9'-4" CLG - - V-4" CLG j06 I I o 11 O O I LO I N _ . 1S&1R ---� o I I o I In X 2106 I I I N C_M II I LHU 31.211 �----� 21'-0" - / N " _. 8 1/2" 1 3 MECH CLG 21068 9 -4 LAUNDRY-- in 4'-10" �, 12'-2" V _ 8'-2" , 2868 9'-4" CLG I I o 0 9'-4" CLG 162 18"' 8'-8" 0 101 00 U �n --------- ----- - — - - — -- I I I GREAT ROOM Ifl o q i I 9'-4" CLG 1 55 `- N N — — — — — ------ N i I 6-10" 81, 64 8111 1 i 9'-2"le I I 1I o - N bo H a U `� ' I oo FOYER -v 0 _ _ o ,N„ �I 9 -4 CLG - O ' d cw I I I r- 1'-1" I 9'-4" CLG r ' v 00 1 II 00 12'-4" T-5" 4'-3" 2'-2" 13'-6" 7- 31_0" 4'-6" fV 6-0" 1 lot 5'-0" II i I �- � OUTDOOR I I LIVING 102 105 I I 9'-4" CLG I I \0,0 c� '9'-4" I 00 CLG 108 - __ N N._' i I cQ zo -------- I 668 21068 166 t° I I 101 0 0 0 ic:1 q N\,/1a N= WDINING ; �'��' 3 SHS 3 SHS I I I I N= u, = 9'-4" CLG 130 142 2'_OII 2'-4" BEDROOM 3 BATH 2 BEDROOM 2 Ln o 00 M I I alo I 9'-4" CLG 9'-4" CLG 9'-4" CLG N KITCHEN 101 bo Lnbo I I 19 9'-4" CLG - �� c7 l iv 00 i� 1f� --_ .O 106 ----- �i 00 06S CNL - - O °0 143 PANTRY = N �� N I 9'-4" CLG (V O 180 a- 140 O 0 9 3 SHS ") 123 - 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. 181 01 2'4" r T-6" L 3-4-- I ,k --- - -- 25'-2" 25'-2" 1'-4" 21'-2" 5'-0" 1 V-2" '-4 1/2" 5'-3 1/2" 10" 2'4" 01 1 V-8" 9'-4" 59'-10" 10" 70'-0" 1st LEVEL FLOOR PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 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 7'4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 %' 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER O O N 0 N 00 O O N N M J LL W J J_ Z O (A Y U 0 O T— W H ❑ J 00 W ¢ C� U W w O O O O u7 ti Z co co W 00 Of W Z_ 0 W 0 O J LL O w O O J LL z 0 O J Z 2 w X W n_ X 0000 W O ¢ U) O H U LL U) 0 O J O Z U LLI X W a APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 w m J O Lj U) p Q � >o 0 0 J W W Mot w Q ILL PROJECT NO: DRAWN: Abbott Park LOT 028-03-1 B 2021.012597 CD CHKD: JAC 11-01-2021 REVISIONS: No. Description Date A 110 ❑ LU ti X O LLJ LL LLI J w Z C� U) W LL 0 O u7 U) W J U U) Z_ ❑ U) Z W U) Lu 2 H W J ¢ U O Z DocuSign Envelope ID: 1D6EEA65-119E-4AD4-8042-DDF19178294D 1st LEVEL BRG- 1st LEVEL FIFE _ RIGHT FLFVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" Are ROOF VENTILATION VENT VENT PROP a HIGH LOW # RATIO HIGH L PROP INEAL FT LOW 2738 SF 1 657 in 657 in 4 144 576 160 1470.4 (Y ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 'r. 'Sol WA, Ire MIX 5:12 12 5 1st LEVEL BRG 1st LEVEL BRG - - 1st LEVEL FFE 1st LEVEL FIFE 00 00 1st LEVEL BRG _ 1st LEVEL FF LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12 5 _ 1st LEVEL BRG El" FjEj REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 221lx34" 1st LEVEL_F_FE_ -- -�_ Of-O"� BUILDING HEIGHTIAFF) _ _ _ ----------------------------------------------------- 17- 11 7/8" -- 4'ENTRY HEEL FYPON BKT11x20L 13'-4" - -- -- ----- -- -- -- 4 -- j 1st LEVEL BRG _ 4° - — 1st-LEVEL-FFE FYPON BKT7x12x4 FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG — - 9� _ 4"� 1st LEVEL FIFE----- o--off ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH -OVER CONCRETE MASONRY SHALL BE 117' 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 I N ACCORDANCEWITH F WI BC R7 03.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2"k TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1 " PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. 262 - 1'S( TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 286 - 4" DECORATIVE DRAIN TI LES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. € OF LIGHT TO BE 647' A-F.F. U.N.O. ...................................... jfIGHTIABV GRADEL _ BUILDING HEIGHT( 18' - 7 7/8" 17' - 11 7/8" -3068 w/ 3010 TRANSOM ABV 4' ENTRY_ HEEL ------------------------------------ ---- � 1st LEVEL BRG 260 6" i 0 N _1st LEVEL FFE o' o" E 0 ca O O 0 N 0 APEX 0 0 N m � cTf N N Zz co J � 11.. W tds J J.6 � true design studios Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 CA O � o CY w CY I- 11HOMN m Q 0' U Z W 0 W O O O O d' z a w W W MM W z J z Uj CalW O w LU LU Q w Q` M I O w W w 0 0 o Q w w w w O d• LL X Z aO Z H O z O a U w ❑0 w Abbott Park Q O U J (n LL LOT 028-03-1 B ❑ Q w U Q Z_ Z OPROJECT NO: w —1 2021.012597 ❑ w Z DRAWN: O U CD a w CHKD: LO JAC x Q Q X U } U m Z ❑ W 'S ❑ O W � � U Q Z_ Q _O 11-01-2021 0 H W U REVISIONS: Uj Q No. Description Date w cn Q O I— O z U 0 W F- X A200 d Q DocuSign Envelope ID: 1D6EEA65-119E-4AD4-8042-DDF19178294D 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 'GOOF 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 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS mm INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING VARIES (RE: 12 ELEVATION) F I jjjjijjjjjijj Y " MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA TYP ONE-STORY WALL SECTION INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD k_�OF 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 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS §8" THICK STUCCO FINISH - TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) VARIES (RE: 12 ELEVATION) m SCALE: 1" = V-0" j-j-j-j-j-j-j-j-j�jj llm� INSULATION PER CODE ° n 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 A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" u d - Q INSTALL VAPOR BARRIER IN ACCORDANCE WITH a — — ASTM E 1643-98 Q 0 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) 1 TYP ONE-STORY WALL SECTION A400 SCALE: 1 " = V-0" O O N u7 04 aD 1' O rn N N co J LL. u.i J J_ z O Y 0 0 w H J m w Q U w O w 0 0 0 m I` U) O z w z m w III z z w Q Of O U_ O H a- Of U 0 O U_ Q U z C� O J z U w w a X m 0 w z O Cw G Q O U LL Q W C� O O z w X w IZ Q O C� Q 0 APEX0 'Oe.\ ctds.a true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 0 -Q - ch c Q Cn w w O 0 w w Q W 0 LL w ti X z O 0 w z _ w w U U) n LLl PROJECT NO: Q z (D DRAWN: MJP w 0 CHKD: LL. TSD 0 0 0 u7 w J Q ,U^ VJ U) z 0 C7 z_ REVISIONS: 9 No. Description Date 0 w U) w w J Q U U) 0 A400 z O 0 c D.1 _EA65-119E-4AD4-8042-DDF19178294D WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT r— SHINGLE ROOFING ROOF CEMENT O 1. FOLD INWARD at PT. A 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE FELT U SHINGLE ROOFING DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX BOTTOM x x--�, x x x O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 8 ® ®FOLD at 77° WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER#2, FORTIFIBFR BUILDING PAPER WRB LAYER #1, STUCCO'vVRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES ROOFNVALL SCREED �4----hx5 WALL FLASHING \ w� o~ Zw a� FLASHING (SEE DETAIL) �-l�'� WATER TIGHT AQp�c� (BEND OR SOL FASCIA WRAP [ROOF OTE: INSTALL KICKOUT LASHING AT BOTTOM OF & WALL INTERSECTIONS BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS: BLDG PAPER UNDER 'QUICK FLASH" VENT PENETRATION © PLAN A SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATI, WRB LAYER #1, STUC WRAP WOOD SHEATHING APPROVED HOUSEWF BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 ELECTRICAL RECEPTACLE 2x SUB-BAND\W/1/2"X? NOTCH _ Il @ END, WRAPPED IN PEEL & STICK \ DRIP EDGE -------- ---TI �\ 7/8' TEXTURED \ \ Fsi FINISH @ WOODI ,'- TEXTURED FINISH @ CMU 1 1/8" • METAL FAS�4 WRAP \%8" FROM \ STUCCOI, j FROM WOUD WALL • li EXTFRIOR WALL \ ffRAME OR CMU) \ \ \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ ROOF DECK (BEYOND) �A ELEVATION DRIP EDGE, 1" OFF WALL !l(NOT INTO STUCCO) /8" 3-COAT PLASTER >— 24 SUB -BAND W/1"x4" NOTCH @ END, WRAPPED IN PEEL & STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB -BAND 2" OFF PRE-ENG'D TRUSS TO BE CUT @ WOOD WALL WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCIA WRAP 2x SUB -BAND W/1 1 "x4" NOTCH @ END METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 2x6 SUB BAND @) PLAN B WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 8 STEP #2 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 (CD WALL CLARITY IVIC 1 f\L L/11 1 1 WOOD SHEATHING WRB LAYER#1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT WALL KICK -OUT FLASHING % FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, D WRAPPED IN PEEL & STICK *ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL a- WALL W/ KICK -OUT O O 04 , m E O co O o coCD 0 APEX 04 U_ W J_ O U) tds Y 0 true design studios O O LLI `LI 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O 4- 0 � C J � LU m 01HOMON' Q :3 U >ZZZ- Z LU W of N O O O O r~ U) U) W VJ U) m Of LU W Z �+— w ..LI 0 VJ Z W C G Q O O Q ILL w O L1J � Q o O L.L a. O - X U Q 0 - Z O 0 O 0 LU W Q Z U n' Z ILL. W U 0 Z 2 0 U W PROJECT NO: W Q ~ Z X 0W DRAWN: Q MJp co w X CHKD: U_TSD O m Q O u7 W (n Z W O < W L' (/ Z 0 Z _O H � U LL Q Z >- REVISIONS: No. Description Date W O LU Z LU _ - 2 W W W - J U 1 A500 "L" FLASHING SCALE: N.T.S. WALL KICKOUT FLASHING SCALE: N.T.S. SUB BAND DETAIL @ WALL SCALE: N.T.S. DocuSign Envelope ID: 1D6EEA65-119E-4AD4-8042-DDF19178294D 1/2" (MIN) STI FINISH TEXTI PER COMMUI SPECIFCATIC FLANGE CASI BEAD CASING BEAD at WN SCALE: N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. tie' GYP BRD OVER J PRE -SHAPED STUCCO BAND 1x2 TREATED :; W/ SLID TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 112" = 1'-0" PRE -FORMED CONTROL 5/8" CEMENT PLASTER JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER r -•-+� �: + ": CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) / CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 2 1/2" CORNER BEAD (FASTENER & SPACING at 7"O.C.) :MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) GYP BRD OVER - PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) _ SELF ADHESIVE -OR-FLUID WOOD BLOCKIN APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 1 ti2" = 1'-0" 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D M "Z" FLAS DO NOT CA. _, SEAL OPENING 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. 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 48" BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD ti "GYP BRD OVER INSTALLED PER MFR 1x2 TREATED = WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP) 48" STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 112" = 1'-0" ELECTRIC MEl FIELD VERIFY LOCATION AREA TO RECL, v 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 FINISH COATING OVER PRIMED BARRIER #1 THREE COAT STUCCO FINISH ('e' NOM) OVER GALV MTL LATH WEATHER RESISTIVE WD SHEATHING �! OVER 15# FELT OVER APPROVED BARRIER #2 (RE: STRUCT) HOUSEWRAP 5/16" X 7 1/4" LAP FASTEN TO WD STRUCTURAL SIDING W/ 6 REVEAL MEMBER at 7" O.C. MAX STARTER STRIP ,i �8" TO 48" MID -WALL WEEP SCREED DO NOT CAULK OR SEAL OPENING N Z Q J • GALV'D METAL 7' 6" WIDE STRIP SELF ADHESIVE FLASHING FLASHING, CLEAN MASONRY 1 1/4" X 6" SIMULATED BEFORE APPLYING WOOD TRIM MEMBER 1/2" (MIN) STUCCO FINISH STUCCO TEXTURED PER COMMUNITY CASING BEAD SPECIFCATIONS SCALE: N.T.S. GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR ENE (1) 3 ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. FIBERCEMENT-OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP OVER NAILING FLANGE WD SHEATHING (RE: STRUCT) -'- MTL DRIP FLASHING W/ HEMMED EDGE SET IN CONT BEAD OF SEALANT �- TRIM (RE: ELEVATION) EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT BEAD OF SEALANT -- — -- VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY A SPECIFCATIONS STUCCO SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK V,.. CMU LINTEL (RE: STRUCTURAL) DOOR HEAD at CMU CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gqMppAppS��OyyNNRGY�BEFORE METALI DOOR FRAME EXTERIOR SCALE: 1 12" = 1'-0" SCALE: N.T.S. CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) GYP BRD OVER 1x2 TREATED FURRING STRIPS - at CMU WALL (TYP) CONTINUOUS BEAD OF SEALANT PT 1 x4 SELF ADHESIV -OR- PT 2x4 FRAME FLUID APPL EDE ANCHOR FLASHING (CLEAN SHIM AS NEEDED pM,pApS�OyNNRGY�BEFORE METALI DOOR FRAME INTERIOR EXTERIOR DOOR JAMB at CMU SCALE: 11/2" = 1'-0" Lc) E 0 N C� O 0 o APEX0 N coN J N U_ W .JJ O PC (/) tds Qtrue design studies j 0 O 9000 REGENCY SQUARE BLVD. H SUITE 100, JACKSONVILLE, FL 32211 O41 (n � 41 J co LU CIAlp U U Z. W LLI O O LID i ti O Z W U m LU w W Z_ ♦^ 0 V J Z W C Q c O 0 W o W Q o O LL- CL - 0 x Q O O p J W LL < Z Z a LL 0 -- J U Z 2 0 U w W PROJECT NO: Q Z x W DRAWN: a MJP w a _- — 0 CHKD: U_ TSD O co O o U-) w co � w J O U w z z_ O Q H 0 U ' L IL Q Z U REVISIONS: 0 No. Description Date O U) Z W 2 = U- --- - I- W W ~ J x Q w () 0- 1 (A Q A501 Z O 0 DocuSign Envelope ID: 1D6EEA65-119E-4AD4-8042-DDF19178294D PANEL: PANEL 1 RATING: 1.50A MLO MIN AFC RATING: 22,000 A SERVICE: 1201240V,10-3W MOUNTING: SURFACE To L POLE Tom, . .:. 1 A 2 20 1 R APPLIANCE GFI WATER HEATER F 2 30 3 B 4 20 1 R APPLIANCE GFI SYS. 1 CONDENSING UNIT M 2 30 5 A 1 6 20 1 L,R GREAT ROOM 7 B 8 20 1 L,R DINING 9 A 10 20 1 L,R BED 2 SYS. 1 AHU M 2 20 11 B 12 20 1 L,R BED 3 DRYER F 2 30 13 A 14 20 1 L,R BED 4 15 H 16 20 1 L,R OWNERS OVENIRANGE F 2 40 17 A 18 20 1 L,R GARAGEIEXTERIOR 19 8 20 20 1 - SPARE REFRIGERATOR F 1 20 21 A 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 B 24 20 1 - SPARE DISHWASHERfIDISPOSAL F 1 20 25 A 26 20 1 - SPARE MICROWAVE l-40GD F 1 1 1 20 27 1 B 28 20 1 - SPARE LAUNDRY R 1 1 1 20 29 1 A 30 20 1 - SPARE ELECTRICAL LOAD CALCULATIONS f � DESCRIPMON CCMECTEiD OJWIVAj aE FACTOR INAL Lt AD GENERAL LIGHTING 3 VA/FT2 6102 - - SMALL APPLIANCE 1500 - - SMALL APPLIANCE 1500 - - LAUNDRY CIRCUIT 1500 - - DISHWASHER 1500 - - WASTE DISPOSAL 800 - - WATER HEATER 4500 - - OVEN/RANGE 14900 - - MICROWAVEIHOOD 1000 - - REFRIDGERATOR 800 GARAGE DOOR OPENER 600 DRYER 5400 - - GENERAL LOAD 1D000 10004 10000 GENERAL LOAD 30102 40% 1204U HEATING/AC 2.5 TONS + 3 kW 6438 100% 6438 TOTALS 46540 - 29479 120124OVSERVICEJFEEDER LOAD (A) 119 MAIN BREAKER (A) 150 VERIFY AC COND LOCATION W/ SITE PLAN M.. _ .-. ELEC PANEL nn € 1 ,......... AFI ! GFI IRR a m i� i i I I 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22" 04" �.I ELECTRICAL LEGEND SINGLE POLE SWITCH d) DOOR BELL BUTTON t3 3-WAY SWITCH 4-WAY SWITCH CHIME DOOR BELL CHIME a GARAGE DOOR DIMMER SWITCH BUTTON GARAGE DOOR p 220 VOLT OUTLET OPENER GFCI DUPLEX OUTLET 7C DUPLEX OUTLET GFI CEILING OUTLET CLG AR AFCI DUPLEX OUTLET SMOKE DETECTOR R (b FLOOR OUTLET ® JUNCTION BOX CARBON MONOXIDE JB CARBON MONOXIDE & © ® DETECTOR A SMOKE DETECTOR NETWORK OUTLET TELEVISION OUTLET SERVICE PANEL PANEL PH OUTLET SERVICE METER (D GARBAGE DISPOSAL M WALL MOUNT LIGHT _ SINGLE SCONCE DOUBLE SCONCE STAIR LIGHT FLOOD LIGHT STRIP LIGHT ® ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN - VENT TO EXT 1 CLOSET CASTER CASTER LIGHT UNDER CABINET LIGHT PULL CHAIN LIGHT KEYLESS LIGHT -�- 4K HANGING FLUSH MOUNT LIGHT HANGING PENDANT HANGING LIGHT MINIATURE PUCK PNDT LIGHT LED FLUSH MOUNT MINI LIGHT RECESSED EYEBALL DISC LIGHT FLUORESCENT LIGHT LIGHT FLUORESCENT LIGHT RECTANGULAR FIR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN L' LIGHTED PRE -WIRE FOR CLG FAN w/ x CEILING FAN LIGHT , ROUGH -IN I O U O O Q N O APEX 0CD v cc N _I Li � W J tds J.6 N true design studios O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi O_ o O ch W H RRHOMON' O 0 r . > • w C� z W w Irf O O O u7 r- >1111111 O Q z Cn Uj W co W J z w z � W w LIJ O c� LU Qw z Q O > z m W F5 o Q J W w W W o U_ L.L x z Qo z O w a z O a_ U LL p W Abbott Park 0 w U_ _ LOT 028-03-1 B o Q w z O PROJECT NO: co W 2021.012597 U_ z U DRAWN: — CD O o Uj CNKD: x JAC w w a a U) z m w z � o O w U) � O z z O 11-01-2021 0 I= w v REVISIONS: U_ r Q No. Description Date w cn J U cn ° o z z U w I- X W El 00 a - a DocuSlgn Envelope ID. 1D6EEA65-119E-4AD4-8042-DDF19178294D DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes , 7th Edition (2020) Code for Design Loads ANSI/ASCE 7-16 ROOF LOADING. ............................................... Cd = 1.25 TOP CHORD LIVE LOAD..................................20 PSF TOP CHORD DEAD LOAD................................7 PSF (TILE = 15 PSF) BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE ............... 20 PSF ATTICS WITHOUT STORAGE .......................10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF WIND LOADING ................................................. Cd 1.60 ASCE 7-16, 3S GUST ..... ................................... 139 MPH BASIC WIND SPEED EXPOSURE CATEGORY..................................0 BUILDING CATEGORY.....................................11 ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF ............. ........... 0.18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING ............................................ -Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 R LIVE LOAD ......................... TOP CHORD ......... 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 TL 1360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL/240 WOOD I JOISTS ............................................... TL MAX Ys„ LL / 360 BEAMS'.............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED 3/4' DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301.2 (7) 4.0 F 1 ST FLOOR (TYP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS Mr)TFG I A p O STUCCO AND DIRECTLY MIN 15/32' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6' 24/16 ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ � I- cal (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. LuuJP J 0 ¢ Z U J - ALL OTHER VENEER 15 " / PAN RATED B R PLYWOOD INSTALLED VERTICAL OR HORIZONTAL MIN 32 16 S A ED OS O (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) X a 6 TILE AND METAL ROOF MIN 1%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 o 6" O.C. IN THE FIELD w0 u� � MIN 16" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 x z 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 %" 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 /8" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN t5/2" 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. 15/32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE %6' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 1%32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1%32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 411 PRESSURE TREATED LUMBER DIAMETER LENGTH 8d COMMON 0.131" 2-Yz" RSRS-01 0.113" 2-%" RSRS-03 0.131" 2-Yz" 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' NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. TABLE 7: METAL CONNECTOR SCHEDULE N(�TFS 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 8 X 1 /z SDS SCREWS ()/. + S a' x z 5-GC ( ) DTT2Z IN STUD'/i' 0 X 4'/z' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ Yz 0 x 4'/2' EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 Yz"IN (18)0.162"x2 Yi'IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAMrrRUSS MTS12 (7) 10d x 1 1/2 MTW12 (7) 10d x 1 1/2"(NOTE 2) 8" O x 6" EMBED ANCHOR §8, 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 WIN (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) q8" 0 x 6" EMBED ANCHOR 48' 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7/8" 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 Y2' 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 (4) Mi" x 2 Y;' TITEN MSTAM36 WOOD FRAMING (5) 'ME" x 2 'W TAPCON IN GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY (8) 10d x 1 '/2' IN TRUSS (9) 10d x 1 %" IN TRUSS (11) 10d x 1 WE IN (11) 10d x 1 %" 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 '/2' IN (11) 10d x 1 %" IN STUD STUD (12)10dx1'/2"IN (8)10dx11/2'IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) 48' O x 7" EMBED EPDXY �8" O x 7" EMBED EPDXY (12) 10d x 1 WE IN (4) %" x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1 Yz" IN (5) 8d x 1 W IN ABU66 4 " 0 x 7" EMBED EPDXY PAU66 6 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5)8dx1Yz"IN RT7AT (5)8dx1Yz"IN DOOR RETURNS) DOOR RETURNS) TOP PLATE I TOP PLATE HU48, (14) 16d COMMON IN HD48' (14) 16d COMMON IN (5) 10d x 1 %" IN (5) 10d x 1 Ys" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, (6) 10d COMMON IN BEAM HD28-2, (6) 10d COMMON IN BEAM , (5) 10d x 1 /z" IN , (5) 10d x 1 /2' IN HUC28-2 HD28-21F TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) Y;' 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 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS '/;' x 2 Y:" (12) WS25 Y;' x 2 Yi' + + (4)%;' x 1 /2' SDS SCREW 4 Y;' x 1 Y2' WS15 SCREWS () IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SDS SCREWS HGA10 (4) %' x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS Y;' x 1 1/2' SCREWS (4) Y;' x 1'/2' WS15 SCREWS HGAM10KT IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4) /. x 1 /. WEDGE BOLT (4) ME" x 2%" 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'/s" 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 WE 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 %" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO MIXED PER ASTM C476 STANDARDS 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. I I.IIAI' ! In pill NIT 0 w LEGEND "`j OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD CD WSP WOOD STRUCTURAL PANEL N LOT_: SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR N CONT CONTINUOUS 00 O.C. ON CENTER 4 LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/;' WIDE, UNO. 0) (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/," BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2' WIDE, UNO. N SYS 42 PROPERLY RATED OPEN WEB HEADER M J INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS ILL.L �- OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS LLI INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J BOTTOM PLATE ANCHORAGE IS Y2" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) z O STRUCTURAL WOOD BEAM W STUD COLUMN KEYNOTE U �212STUDS U) w NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. C) NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS O TO MATCH WALL FRAMING SIZE AND GRADE, UNO. LV ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 2 ANCHOR l_- F � BOTTOM OF STUD COLUMN CONNECTION 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL 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 U) } TYPE OF STRAP CONNECTING HEADER TO JACK STUD U z KING/JACK GROUP BOTTOM CONNECTION W 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 0 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD W GROUP TO 1 ST LEVEL STUDS/HEADER/BEAM. x NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP 0 O NON -BEARING HEADER FRAMING KEYNOTE 0) NO HDR -# NUMBER OF KING STUDS EACH SIDE OF OPENING ~ LO HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY 1- LOADED CONDITIONS ABOVE 0 #2 SYP HEADER FRAMING KEYNOTE z (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING (n W NUMBER OF JACK STUDS EACH SIDE OF OPENING Z DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER m W ENGINEERED LUMBER HEADER FRAMING KEYNOTE W W (2) 9 %" 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 0 NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) ry 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. O 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . 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 •SPHw/(12)10dx1-Yz"@16"O.C.OR 0 •DSPw/(14)10dx1-Yz"@16"O.C.OR LL • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 11-1/2" (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. - z FRAMING NOTES O 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN 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 = SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. W 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY Uj 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 M 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. m 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. LLI Z 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD O W Q W O H LL W C� O J O Z 2 U LLI H X LLI a APEX tds true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 014HOMON' AN014$ &940 * I 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 MMand the signature must be verified by a 3rd Party Certificate Authority n any electronic copy U) W J z W W LU O cn Q eer G O LU Q _ 0 J LLJ W W LU 2 X a LL z O W Z d LL W Abbott Park LOT 028-03-1 IS o _ W Z (D U) PROJECT NO: W 0 2021.012597 LL - -- O DRAWN: CD o CHKD: � M M JP U) W J Q U .`��� �JS • • •E iV N�F'4 ���• .\G SF•. .� O z_ No 65166 * •• Q .• Docu3lpned by: C, �� •• T11 1DA(D)EF435: 14/` i fllllt� Q 11-01-2021 0 w REVISIONS: LU No. Description Date ~ - - J Q U - U) F- O z -- O 0 ST-1 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID. 1D6EEA65-119E-4AD4-8042-DDF19178294D GENERAL FOUNDATION NOTES: Y — — — — — — — — — — — — — — — — I N\ T-0" _01 T-2.D VERIFY AC COND ■ 1 29'4" LOCATION W/ lie i 70'-0" S-0" VERIFY AC COND q LOCATION W/ D5 SITE PLAN SIM 9"CURB -2.D o I -' I - -, ; E - - - F- - - - - - - - - - - - - - - - -I I -6" 1 � I 5'-0" 14'-0" 0., I �■ ■ ■ — — — — — — — — — — — — — — — — — — — — — — — — — 5I ■ 4 I ■ T-2.D SITE PLAN I _ \. I 4 _ _ T-2.D I \ 4W 1/2" - * - 4'-6"__ - 2'_1 , - - - - - 11'-5" _ -- - - 2'-4 1/2" �_ _. 20'-8 1/2" 1 i I I ED ■ I _ I ---r T2.D � 1 UNDER DOOR L------- - - - --, I I 4 ■ ■ ■ I I - - T-2.D - 0 1 i ao I 4 5 1 1/2" ■ I T-2.D I I T-2.D ■ 1 I - - I I ■ I I cD I I I — — — — — — — — — — —- ---� I Q _ ■ ■ 'V ■ 1 _j �I I- 5-4„ 5'-0" 100 I I OPT 6D T-2. I I�� I I o I I Ivy I �" ui - �--[� I� I I T-2.D I■ ■ may, ■ I I _ - 6 OPT �0" ■ I T-2.D 15'-11" 2'-6" N I ■ I�� - I-- -- I I I ■ r.J ■ I . I I �-a' I o� I I NI I I I C?I �I I I I 1 I _� ': MI I■ ■ I I T-2.101 14'-3' I- B H _ ■--—————————————-----------r-----'--------------------t Nr——— — — — — —— — — — — J I V-0" L 59'-10" 0' 70'-0" FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22N34" M b� M ks CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2 THICK AND p • HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. EARTH AND EARTH FILL SUPPORTING SLABS CI GRADE 0 ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND C:) CN A PEX SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR p CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. p • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 0') 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 N IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. C" • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE _j INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7).tds • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J true design studios SHEET ST-2D. Z O - - U) FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 8"x8" DEEP EEP FTG UNDER BOX rBJ p EDGE w/ (1) #41C0 TED COLDUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN H C� 16"SQx12" DEEP FTG n W4"SQ 4 E'1DEEP FTG DIROH090N, L30"SQx20" DEEP FTG (� 36"SQx20" DEEP FTG w/(4)#4EW _ w/(4)#4EW m r �8"SQX24" � DEEP I H AS SHOWN, SEE MASONRY W / (5 #4 EW, T&BFTG wI NOTES ON ST-1 Q ' 1 1 1/2" SLAB EXTENSION AT FULL ROUGH OPENING WIDTH } Z W CD LIJ Of C:) This item has been electronically C:) signed and sealed by Justin M Lanier PE on the date and/or time stamp ***NOTE TO CONTRACTOR*** 0) i shown using a digital signature. Printed copies of this document are DR HORTON DOES NOT ALLOW FIBERMESH AS ANot considered signed and sealed ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET _ Lo f nd the signature must be verified by a 3rd Party Certificate Authority On any electronic copy BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON.rn U) W z 7.��QO _ u1 W zIIIIIIIIIIJ z Lu LU O c) W QW Z_ z 0 Q m W W J w M LU W ti O LL LL X Z QO Z O LU O I_ Z O ate. U LL Q W Abbott Park Q O U Q LOT 028-03-1 B w --- --- LU Z Z 0 } co PROJECT NO: W 2021.012597 0 Z DRAWN: - O U CD o CHKD: Ui MJP U) W J a Q Q0111111111,,,E vUj m �� J, • DENS 9 •,� C� • • No 85166 W Q Z * . DocuSigned by: r � • G rtC � 1 W DA )EF435i. �',% U) • �N .• O 11-01-2021 p I= w r,OFU U REVISIONS: LU U- - --- No. Description Date W 0 J Q >- U (A SANITARY ISOMETRIC - RH o _. z = o U W x ST=2 a CMUIMETAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: 1D6EEA65-119E-4AD4-8042-DDF19178294D CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. p / p D ° f D I D EXISTING FOUNDATION. D p p) D ID ` \ p • D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" EDGE DISTANCE • I STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. (ISTING FOUNDATION 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0' _0" A.F.F. SEE ARCH - (MAX 20" ° 4 a ° a-- DEEP)' /\/\4n 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 �4 -4 d 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TOP OF FOOTING v N I L---- CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, CMU STEMWALL MONO LITHIC SLAB �- 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF - OR FIBER MESH U) 0 8 ° ^° ° #4OR#5 O ° , ° REINFORCING PER 4 ° MONOLITHIC FOOTING v� 4 SECTION FOOTING TO BEAR ON FIRM 44 UNDISTURBED SOIL a 4 °° 1 4° MIN 112" \//'//' ' " \\/\\/\\/\\/\\/\\\\� /��/�\>\� \- • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING •ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLA0 VAPOR BARRIER w w #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. \ 0 1 a U) W U) O U 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. FOOTING TO BEAR ON FIRM - //�\\j \' \\ \ #6 NI ONAL BIRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS - 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F (BEYOND) FLOATING CONCRETE w SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. I FOOTING TO BEAR ON FIRM UNDISTURBED SOIL -ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT T,STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. FINISH GRADE (1) #4 OR #5 CONT. MINIMUM 24" 3VARIES PER 6" MAX a ARCH PLANS 3'/z' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH (1) #4 OR #5 90° BEND @ 48" O.C. °- - VAPOR BARRIER 12" MINTING 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) #4 OR (2) #5 CONT � nl 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 - o- - - --- - - - '- VAPOR BARRIER o ° M) SEE NOTES (MAX 16") U 6 STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" Q, 0 N E MA\ O U ALL OTHER EXTERIOR WALL O CLADDING - MIN 8", U.N.O. ON ARCH O p C%j U? ° X XAPES r_ 12"MIN \\/\\/\\/\\/\�/\� C N 'c \ �• 0) FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTU SBOED LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 J BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ Ld (2) #5 OR (3) #4 CONTINUOUS J tds .i true design studios 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211Cn FROM STRUCTURE STEEPER THAN V-0" VERTICALLY 0 PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O 4- r`nKlr'pGTF CI AR w/ Rvr, Cn WCY H Cn 041HOMON' W Zz Q.� L7 3 BEARING WALL FOOTING SECTION Z W 0 W CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR O This item has been electronically FIBERMESH O signed and sealed by Justin M Lanier, O PE on the date and/or time stamp 0'-0" A.F.F. shown using a digital signature. SEE ARCH Printed copies of this document are ot considered signed and sealed DETAILS ° 4 °>=lby nd the signature must be verified 4 -- a a 3rd Party Certificate Authority 8" MIN O n any electronic copy V,' + Uj 8"x8" THICKENED 8" W co FTG AT STEP-DOWN, SEE VAPOR BARRIER z PLAN 4 CURB STEP SECTION m LJJ O U) W' W Q W Q O 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z ' '�I Q Q 6x6 W1.4 x W1.4 WWF W 0 OR FIBERMESH 1ARIESY [ 4- Q LLI SEE ARCH 0 Q VAPOR BARRIER (MAX 16") w W O x x/ �\//\//\/\/� LL /- Z a z _ F_ Lij 6" OPT. EXTENSION IN BRICK 0 LOCATIONS ON FND PLAN CL Z O a ADDITIONAL NO.4 OR NO. 5 0 W BAR IN BRICK LEDGE Q - 0 W Abbott Park Q 5 GARAGE EXT WALL CURB SECTION _ - - CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 028-03-1 B w FOLLOWING OCCUR: _ - - F- • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n PROJECT NO: LLI O CI CONCRETE SLAB W/ 6x6 1 2021.012597 W1.4 x W1.4 WWF OR O 0 FIBERMESH Z _ 0 0' -0" A F.F. SEE ARCH 1:DRAWN: CD c - ° - - - - - (MAX 20" U - - O ° a ° ° -�.. _.� DEEP) Lij CHKD: - 11) \,\\ �\ j\\ a„ a ° ° 4" EXTENSION UNDER BRICK VENEER �►►►�N' �q ���,�� �C N 12" UNDER 1 STORY WALL Z w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m ` •°�,� s�` •.• ��� _ No 85166 16" UNDER 2 STORY WALL W * = < w/ (3) #4 OR (2) #5 CONT Z = Docuuftned by: - 13 6 BEARING CURB STEP SECTION W T DAQ&43s jj, W •� FS ., O R Z 1 TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS rHOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS it O_ 11-01-2021 p H W U_ REVISIONS: _ U_ Q No. Description Date W U) J } - U (n O I-- Z - - -- Z 0 0 W il- x W ST=2mD CMU/METAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: 1 D6EEA65-1 1 9E-4AD4-8042-DDF1 91 78294D 0 v IT 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = V-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 Ej INDICATES GROUT FILLED CELL WITH NO REINFORCING NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN Q (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN F� 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 ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE, ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 U 0 > O o U N O O O APEX N U 00 tU O N O N co Zz. J U- W tds J � true design studios N Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O_ O O .- C D LU Co > 01HOMON' 0 6 N J m LU W .Q Z W 0 W WO This item has been electronically O signed and sealed by Justin M Lanier, O PE on the date and/or time stamp O shown using a digital signature. Printed copies of this document are r-L nt not considered signed and sealed 0011111111Wnd the signature must be verified I- by a 3rd Party Certificate Authority O <n any electronic copy W Z U m LU Wry Z W J w LJU O cn LU pW Z > Q <t W m w E5 J w 2 W w O X LL � LL e- Z Z O O Q o X W O a Z O a U W Q W Abbott Park O U J (/j W LOT 028-03-1 B o <t W Z Z 0 CD OPROJECT NO: W 2021.012597 W Z - -- — O LINTEL SCHEDULE LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS L-1 16-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 3'-0" 8U8 L-3 2'-0" 8U8 L-4 L-51. L-6 6'-0" 8 F-16 8'-0" 8F-16 8080 SGD/ REAR PORCH 9'-0" 8F-16 REAR PORCH_____ L-7 11'-8" 8F-16 _ REAR PORCH L-8 4'-8" 4'-8" 8F-12 8F-16 FRONT PORCH (ELEV A) FRONT PORCH (ELEV B,E,F) L-9 U P DRAWN. CD o MJP LO X W LU a Q Q`���►����r���i U cn �E • m c N F R'� s ' z No 85166 W Z * • cuftned by: r L�L dr __ Q D�1COEF435� W O%46 ��: • k U) rn O 11-01-2021 0 i= W U co REVISIONS: Uj -- 2 No. Description Date W � J >- U O 1-- 0 Z = O U � LU F-- X ST=3 W a Q CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 1D6EEA65-119E-4AD4-8042-DDF19178294D 1 s_t LEVEL FRAMING 1/4" = 1'-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" 23'4" 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 2x10 12" 12'-5" 191-6" 25'-8" 26-0" 161, 11'4" 17'-8" 23'-4" 26 4' 24" 9'-10" 16-6" 20'-1" 23'-1 V 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING). OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %4' 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4' 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6...................................(3) %:' x 4-%" LONG #14 WOOD SCREWS PT 2x8...................................(5) W x 4-'/2" LONG #14 WOOD SCREWS PT 2x10.................................(7) %' x 4-W LONG #14 WOOD SCREWS PT 2x12.................................(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 O O N to N 00 O O N cV M J LL W J J Z O U) U O O W H J m W ¢ C'! Z W (9 W W O O O O i ti LO ti O Z m U) W W W O W 0 LL 0 H O a O U 0 O J LL U Z 6, • (1) 48" & (1) 24" BEARING BLOCK REQ'D 0 J • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. Z STAGGERED • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 2 LU X W (L X¢ Q m 0 LU ¢ U) O H U LL U) } O J U W H X LLI a APEX t� tdsQ 1� L .Q true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 ui O � 01,1019ON' .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 >Mnot considered signed and sealed nd the signature must be verified by a 3rd Party Certificate Authority n any electronic copy 0 W W J z� W LLJ O c) Q Q m W Q J � W Q PROJECT NO: DRAWN: CHKD: Abbott Park LOT 028-03-1 B 2021.012597 CD MJP O W W L'IJ LL x 0 0 W I— Z LL W J U 0 -- W H Z (D m W 0 - O IR 0 O ,,`���tttttrrtt��� 1 IN LA&j ,� cn U)�v ��0 . ,........ F9 �. :% ••�'; (� Z_ '. No 85166 w * . Docu3lgned by: • * .�. Q �I i • i 1 DACb&435.e �• • i 4(/^ 0 R ` per, ``�� S /O N A%_ Z E %0 11-01-2021 p REVISIONS: No. Description W 0 W 2 Date ~ W J U G7 I— Z 0 ST=3A CIMU/METAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: 1D6EEA65-119E-4AD4-8042-DDF19178294D TRUSS TO TOP PLATE, UNO: • TRUSS LENGTH > 10 FT W/H8ORH10 • TRUSS LENGTH </ 10 FT W/ H2.5T OR RT7AT OR SDWC15600 MOISTURE BARRIER ' BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS VERT. REINFORCING TO HAVE 10" STANDARD 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 k" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE 7Yf ARCHITECTURAL) ROOF -TO' CONNEC -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. Y2" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR WEDGE BOLT W/ MIN 4'/z' EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES ■ EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. ■INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). INTERIOR LOAD BEARING WALL 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) 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 t%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 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 I FOR MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY U 0 N 0 N 'CORNERS 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. STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH OR 11/4" PER MANUF. 3" 5" 11/2' 3/4- 3 �fi 5,. 115116 33/4" 3 �" 6" 2 /4. 33/,. TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, LINO) O O N LO N OD 4 O O N (V M J LL. W J J Z O U) U O O W W J M w ¢ } Z W W W O O O i h UA ti z U� W W m W W z Z W ¢ 0 LL Z O O a O U ¢ 0 O J LL U z U O J O Z U w x w a x m W O LLI U) O E_ LL W 0 O J O z U LLI H x W CL 0 U O APEX0 O U (U tds -6 Q true design studios N 9000 REGENCY SQUARE BLVD. C SUITE 100, JACKSONVILLE, FL 32211 O 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 >Mnot considered signed and sealed nd the signature must be verified by a 3rd Party Certificate Authority n any electronic copy 0 Uj J z W �W W O Qeir O W Uj 0 ¢_ J LL! W � w W x Q LL � O 0 W z x IZ LL LU Abbott Park Q U - cn LOT 028-03-1 B 0 w Z 0 U) PROJECT NO: W 0 2021.012597 LL - O DRAWN: CD o CHKD: LO MJP U) w J ¢ U LAAt 4,� �•. �� G E N • Z `� No 85166 DocuSigned by: <..w • � : rt ' O •• ATtDA�GAEC F436.R� 11-01-2021 w REVISIONS: Uj No. Description Date ~ w — J U O - z O 0 ST=5 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID. 1 D6EEA65-119E-4AD4-8042-DDF1 9178294D MOISTURE BARRIEF BY OTHERS TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMM NS EACH END ROOF DECK I z -� _ FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE- SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY — AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL ABOVE_ F.F.E.FF. ._ 2x6x12 CENTE ROOFDECK ROOF TRUSS TOP OF OR RAFTER GARAGE DOOR ABOVE VF. F.F.E. . 48' DIA. ANCHO SUB FASCIA ABOVE Ilk F. F.F.E. 1-7 2E BARRIER RS 2'-9" ABOVE Y LINTEL F.F.E. V FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 2x4 SYP OUTRIGGER @ 24" O.C. - CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1'/V I 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN / 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. L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/2" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) 2x4 PT TOP rk.OF OPENING 2x6 PT BUCK EACH SIDE OF OPENING — PROVIDE (5) 48' DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %" x 416" 0'4' ABOVE _ THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF � __ ------ CURB F.F.E. GARAGE DOOR JAMB DETAIL #5 CONT. 4 f -- \ PER PLAN LINTEL (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. v 0 0- g N Z °I I 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 - VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM TOP OF WALL TRUSSES NEEDING BRACING O AM"\ > O U. O O APEX 0 N O N O N M Zz J U_ W J tds -6 J N true design studios > Z O U) U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 0 � O_ 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY 4— CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W C 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). Cn 0141HOMON' N 70 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. N 76" MAX _" MAX =" MAX __I 6" MAX =" MAX =" MAX - I - - I I I I I I I I I I I --- I I � I I uJ —... J II W --- W uJ I U) I I - -v I I I I PRECAST LINTEL SEE I SEE PLAN......................i = PLAN I EXTEND REINFORCING TO - END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS I I SHOWN. I � I MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO -- - i GARAGE DOOR OPENINGS. I NO.5 VERT, BAR IN FILLED _ CELL AT EACH END OF PIER I I I l NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING l TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL l i PLACEMENT PLAN. MIN 6" BEND I AT BOTTOM. II I� I I l CONCRETE l l 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 I \ I I I \ I I I \ \ I I I \ GARAGE SHEAR PIER 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 (SEE WALL SECTION) FILL SOLID TO BOND BEAM CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* Z W W W This item has been electronically - — O signed and sealed by Justin M Lanier, PE on the date and/or time stamp O Cn shown using a digital signature. SINGLE TRUSS BRACING e inted ideedsigns of edanu d P>WIIr sealeent t considered signed and sealed d the signature must be verified 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL a 3rd Party Certificate Authority RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN n any electronic copy /� ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z W SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (A 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W W GRADE AS WEB TO BE BRACED. 0 8 F - #--a— DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. • BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND 77 BEAM MAY BE FILLED OR UNFILLED 0 8U8 0 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 J Z W m LJU O rn W W QW z Q O c9 > Q Q Z W W 0 0 J w W LU OJ x W r z z O O BOND BEAM REINFORCEMENT W w W (SEE WALL SECTION) O � o Z w - FILL SOLID TO BOND BEAM _ - O a vv, U LL LU " LINTEL REINFORCEMENT J W Abbott Park Q O U ILL— 0 8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" Q LOT 028-03-1 B w #5 BOTTOM BAR TO EXTEND U Z NO LESS THAN I" BEYOND Z BEARING AT EACH END 0 U) GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W 8" PRECAST LINTEL. SEE PLAN. O 2021.012597 � LL -O Z DRAWN: o 8F-1-# x CD 0 CHKD: MJP W W J � Q MN LAU) No 85166 W Q • � d 2Z " * • Ll�i�e��DAQFF435-:44/ 3ipned by: � W O• ` (n Z 1ojj0 N A` p 11-01-2021 H W U REVISIONS: TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W -- W .J a Z Z U W x w ST=6 a CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: lD6EEA55-119E-4AD4-8042-DDF19178294D 2x SYP NAILER (IF REQ'D): • TO WOOD FRAME: (2) 0.131" x 3" NAILS @ EACH STUD, MAX 24" O.C. _ • TO CMU w/ PT NAILER: (2) ROWS 316' x 2%" TAPCONS @ MAX 24" O.C. CHANNEL REQUIREMENTS PER MANUFACTURER TYPICAL ROOF DECK SHEATHING MAX S-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 - OR UNDERSIDE OF 2x FASCIA 10, PER MANUFACTURER MAX 12" SPAN 1x2 SYP NAILING STRIPS TO BLOCK / NAILER W/ (1) 0.131" x 2%2' NAIL EACH INTERSECTION SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: 1) SOFFIT MANUFACTURER ALLOWABLE 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 316' 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 OFFIT DETAILS Soffit detail is intended to convey connections between members in the supporting structural frame, not the soft 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 Ln CV O O O N N M J LL W J J z O CD Y U a O O W 0 J m NW 1.L a } z W 0 W Of O O O 1 f` f` z 0 W m W W 0 W a 0 LL 0 O (L 0 U a 0 J LL a U z } 0 O _I z U W x W a x m W W a (n O i- LL a U) } 0 O J O z U W F- x W a I tds true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 041HOMON, .1 "I� S 1 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 >ot considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority <n any electronic copy V W z� LU Uj O v) a_ Q j W W W 2 x x a UL. 0 W F- z a LL W Abbott Park J U LOT 028-03-1 B o W F- Z 0 (n PROJECT NO: W C 2021.012597 LL — O DRAWN: CD o L0 CHKD: MJP C/) �.S1IN LAN ♦,,��. �J%C ..E N • z • : • No 85166 .•: Q • * . DocuSigned by: • * = ?Ab � • • 1 � � i TlW7rr� DAQC�EF435.!7&C ` =0,SOX\` • ��0 FI P ,�♦ C� ` '11""##N st0,%0 0 11-01-2021 W REVISIONS: LU No. Description Date ~ W J U (n F- O z O 0 ST=7 CMUIMETAL CONNECTOR ENGINEERING¢ 0 a