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HomeMy WebLinkAbout7984 Wheat Stone DrDocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 DRAWING INDEX ARCHITECTURAL SHEET NO. I SHEET NAME A000 ARCHITECTURAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS A501 DETAILS A502 DETAILS - IF APPLICABLE i STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS DR HORTON A3AB ASTOR ELEVATION A Abbott Park,, LOT 009-01 ELECTRICAL SHEET NO. ISHEET NAME E100 1st LEVEL ELECTRICAL PLAN BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2020 FL BUILDING CODE - FUEL GAS: 2020 FL BUILDING CODE - PLUMBING: 2020 NATIONAL ELECTRIC CODE: 2017 FL BUILDING CODE - MECHANICAL: 2020 FL FIRE PREVENTION CODE: 2020 FL BUILDING CODE - ENERGY CONSERVATION: 2020 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' CONDITIONED AREA 1 st Floor 1504 SF 1504 SF UNCONDITIONED AREA Garage 390 SF Entry 31 SF Lanai 86 SF - 507 SF Grand total 2011 SF V()I [IMF 1st Floor 114038 CF Grand total 14038 CF ,ALL NA ��. ti O0 0 Cn APEX U) a) w z, U) Q m w w Q. z z tds �i w Q true ee; ign shad€os N w O —j 9000 REGENCY SQUARE BLVD. tU LL SUITE 100, JACKSONVILLE, FL 32211 LD 904.821.5200 0 Q � IY � O aImm O 0 "9011 Q ° ❑ \ ,' 110 Q 0 J u �. 4— U z CD O J O z 2 U w H x WCL Q U) �/� p _W } Q m Fm ❑ cf)O z W wU)z 0 a o � w Q O z m > o U) Q I W 0 M w W � o ILL Q r x >- T- CD O z J 0 O ❑ z w U z Abbott Park x °- w IL a- LOT 009-01 w Q J Q U w PROJECT NO: 2021.003461 z CD DRAWN: Lo LDG w CHKD: JAC v LL O 0 (D LO U) w J Q U U) CD z_ Q ❑ U) 03-19-2021 C7 _z REVISIONS: < �No. Description Date ❑ w — -- - w I 2 -T---- w J a U O 0000 z 0 DocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 1 1 1 11 1 1 1 1 1 1 1.1 1 1 1 ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER MAIN DISC. -- 150 OR 200 AMP UNDGND SERV. BY POWER CO. Footer Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to Tooter steel w/ (2) ground clamps 5' apart UFER GROUND DETAIL N.T.S. — 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. A/C DISCONNECT #12 COPPER TO APPLIANCES AND GFI TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL - #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #6 COPPER TO HVAC N.T.S. �� #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 ABBREVIATIONS LEGEND ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE ABV ABOVE AC AIR CONDITIONER j • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V AFF ABOVE FINISHED FLOOR BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AHU AIR HANDLER UNIT AFCI PROTECTION BILK BLOCK CABS CABINETS • CARBON MONOXIDE PROTECTION PER FLORIDA CLG CEILING STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10, CHR CHAIR RAIL OF EVERY SLEEPING ROOM COFF COFFERED COL COLUMN • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. COND CONDENSER CRN CROWN MOULDING • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V CVAC CENTRAL VACUUM SYSTEM RECEPTACLES INSTALLED OUTDOORS MUST BE DBL DOUBLE DIAG DIAGONAL GFCI-PROTECTED DR DOOR DRY DRYER • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V DW DISHWASHER RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN EB EYEBROW NON -DWELLING OCCUPANCIES-i.e. OUTDOOR FL FLOOR LINE (MAT. CHANGE) SUMMER KITCHENS RECEPTACLES) MUST BE FLR FLOOR GFCI-PROTECTED FP FIREPLACE FXD FIXED • PER NEC SECTION 406.8(B)(1) 15A & 20A FXT FIXTURE RECEPTACLES IN A WET LOCATION MUST BE WITHIN GLS GLASS AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN HB HOSE BIB ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING KS KNEE SPACE RECEPTACLES SHALL BE LISTED AS WEATHER LAV LAVATORY RESISTANT LT LAUNDRY TUB MRBL MARBLE • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL MC MEDICINE CABINET 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS MIR MIRROR TAMPER -RESISTANT MTL METAL OH OVERHEAD j • PER NEC SECTION 800.156 NO LESS THAN ONE OPNG OPENING COMMUNICATION OUTLET SHALL BE INSTALLED OPT OPTIONAL WITHIN EACH DWELLING UNIT R & S CLOTHES ROD and SHELF REF REFRIGERATOR • PER NEC SECTION R314.3 AND R315.1 SMOKE SD SOAP DISH DETECTORS TO BE INSTALLED INSIDE EACH SDLTS SIDE LIGHTS SLEEPING AREA SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED SHWR SHOWER IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO TB TOWEL BAR INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR TPH TOILET PAPER HOLDER APPROVED EQUAL T&S TUB and SHOWER TEMP TEMPERED • PROVIDE GAS DROPS AS PER COMMUNITY ONLY TR TRANSOM VOL VOLUME WC WATER CLOSET • JUNCTION BOX AT WATER HEATER, RANGE AND/OR WD WOOD DRYER TO BE 220V IN NON GAS COMMUNITIES, AND WH WATER HEATER 110V IN COMMUNITIES THAT HAVE GAS OPTIONS WNCT WAINSCOT PROVIDE APPROPRIATE RECEPTACLE PER WS WATER SOFTENER APPLIANCE WASH WASHER • 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 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" CU OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS EXTERIOR ELEVATION GENERAL NOTES GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, • ALL CONSTRUCTION SHALL MEET THE LATEST COLUMNS AND TRIM SHALL RECEIVE A SAND EDITION OF CODES ADOPTED BY THE LOCAL FINISH. SEE ELEVATION FOR DEPTH OR RAISED GOVERNING AGENCIES BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND • PER FBC R302.5 NO OPENINGS FROM A PRIVATE WINDOWS AND DOORS MAY BE OPTIONAL PER GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING COMMUNITY SPECS - SEE COMMUNITY AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, SPECIFICATIONS OR CONSULT THE INSULATED STEEL OR 20 MIN. FIRE RATED DOORS CONSTRUCTION MANAGER. ALL BANDING SHALL NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED T RECEIVE A SAND FINISH WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING • ROOF COVERING SEE COMMUNITY SEPARATING THE GARAGE AND DWELLING SHALL BE SPECIFICATIONS OR CONSULT THE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH j CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO • FLASHING SHALL BE INSTALLED AT WALL AND OPENINGS INTO THE GARAGE ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN . PER FBC TABLE R-302.6 GARAGE SHALL BE ROOF SLOPE OR DIRECTION, AND AROUND ROOF SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ OPENINGS MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE • WINDOW PAN FLASHING SHALL BE IN WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE ACCORDANCE WITH FBC R703.4 SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A • WALL HEIGHTS VERIFY ALL BEARING WALL FLOOR -CEILING ASSEMBLY. ANY STRUCTURE HEIGHTS WITH FINAL TRUSS LAYOUTS SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD 1 • LATH PER FBC R703.7.1, LATH AND LATH ROOF VENT CALCULATION ATTACHMENTS SHALL BE OF • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FORMULA: ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, OPEN SIDES OF STAIRS WITH A TOTAL RISE OF OF CEILING SPACED NOT MORE THAN 6 INCHES (152 MM), OR MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE *144 SQ. IN. = 1 SQ. FT. AS OTHERWISE APPROVED SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT BLDG. CEILING (SF) x 144 =BLDG (SQ. IN.) MEASURED VERTICALLY FROM THE NOSING OF THETREADS BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED • PLASTER PER R703.7.2, PLASTERING WITH SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% PORTLAND CEMENT PLASTER SHALL BE NOT LESS AT LOW. THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN TWO COATS WHERE APPLIED OVER SIDES OF STAIRWAYS, RAISED FLOOR AREAS, THAN 50% OF VENTILATION MUST BE PROVIDED BY MASONRY, CONCRETE, PRESSURE -PRESERVATIVE BALCONIES AND PORCHES SHALL HAVE VENTILATORS LOCATED NO MORE THAN T-0" BELOW TREATED WOOD OR DECAY -RESISTANT WOOD AS INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES i THE RIDGE OR HIGHEST POINT OF THE SPACE SPECIFIED IN SECTION GYPSUM BACKING. IF THE PLASTER U SURFACE IS WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" COMPLETELY COVERED BY VENEER OR OTHER OR MORE IN DIAMETER BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) ONLY TWO COATS, PROVIDED THE TOTAL OR FENCES CONTAINING OR FACING HOT TUBS, PER LINEAL FT THICKNESS IS AS SET FORTH IN TABLE R702.1(1). SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, ON WOOD -FRAME CONSTRUCTION WITH AN (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR W/ 9.19 SQ IN (NFVA) PER LINEAL FT PLASTER SHALL BE APPLIED TO COVER, BUT NOT SWIMMING POOLS WHERE THE BOTTOM EXPOSED EXTEND BELOW, LATH, PAPER AND SCREED. THE EDGE OF THE GLAZING IS LESS THAN 60 INCHES CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL PROPORTION OF AGGREGATE TO CEMENTITIOUS MEASURED VERTICALLY ABOVE ANY STANDING OR NOT INCLUDE NON -VENTED FIRE RATED SOFFIT MATERIALS SHALL BE AS SET FORTH IN TABLE WALKING SURFACE, SHALL BE CONSIDERED A LOCATED LESS THAN 5' FROM PROPERTY LINE R702.1(3) HAZARDOUS LOCATION. G.C. TO VERIFY IF • 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 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 ti 51 V7 ti _O Z O U APES U0 W Z_. co Q Z) 1. W W Z_ 4- tds W -Q Q true design studios � O -� 9000 REGENCY SQUARE BLVD. ) W SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 O'. Q � 0� O 014HOMON 70 'n U 0 N'4 1 0 14 � Q. LL .�. Q U Z_ N O J O Z 2 W F— X W �♦/^� Q VJ x p W Q mFM 0 z �W/J w V O J O Q I- w2 O Q Z w 0 U) Q I W F__ M w wy/ _Q ~ OL 0 C) LL W IL Q I� X O O Z 0 = W U Z Abbott Park X W LL a_ LOT 009-01 w Q J Q U U 0 W PROJECT NO �- 2021.003461 Z O DRAWN: LDG w 0 CHKD: LL JAC 0 0 0 U w J Q U U U 0 Z_ Q U 03-19-2021 C7 _Z REVISIONS: < No. Description Date 0 w U -- -- - w w J Q U U H AOOO Z O 0 DocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 FLOOR PLAN KEY NOTES w VERIFY LOCATION W/ SITE PLAN Ln Ln W c_ W w= In cn O N ' Ln - 0 00 m N N 0 V v 70'-0" do 15'-0" 5'-7" T-1" 10'-4" 2'-4" 2'-4" 10'-8" 20'-8" 17'-10" 10 8'4" 20'-0" 23'-10" do I VERIFY AC COND LOCATION W/ SITE PLAN 4010 FX 3052 SH EGRESS 3052 SH EGRESS HB 8' - 0" H.H. 8' - 0" H.H. 8' - 0" H.H. - 127 ELEC PAN EL - i N 120 n _' r _ oo ao o 66 025 o \ Cn o Y �" �" o 210 00 \ BATH 1 BEDROOM 3 _ BEDROOM 2 N 9'-4" CLG 9'-4" CLG 3 SHS i 9'-4" CLG BEDROOM 1 N 9'-4" CLG 3 SHS q 068 N� I k00 o 00 CD GARAGE - o o I I 9'-4" CLG v 2'-8" 101 6'-0" C? 00 w WIC °� 0 9'-4" CLG � 140 _ O ' i N J� ---_M — ----� HALL 00 — BATH 2 \21068\\�MiI N ,- " 9 4 CLG o i " 9 -4 CLG N �15&1R 130(; / 2068 I 3 SHS `_� LO �I "' 123 164 o� 4 I T 1160 CO N I I ° IT 01 1 ' I 101 110'' 21068 LA NDRY _ o �'/ 00 9'- "CLG o i N ! w _ GREAT ROOM ji \,'14 KITCHEN I N o i E- - 9 -4 CLG 108 " _�. 9'-4" CLG ❑ -' oEL N i 00 ``' (D M - _- _ — = N 163 162 �" N . �C V) _ 'CD - � I C) F3/4" OUTDOOR 00 00lie 17'-8" N 8'-3 1 /2" 2' 4" -8 1 /2" 2'-10" r 5 -6" 3'-0" N 3'-4" 3'-7 1 /4" 7 -4 �' o LIVING 00 � 9 -4' CLG °° DINING FOYER 6'-0° / 00 9'-4" CLG c� c` __ 9'-4" CLG - { -Is 2468 N ( I - 0 o . -_ ENTRY �� coo ! 3 SHS 0 9'-4" CLGi N ri - � bo — 3052 SH 2-3052 SH HB 8- 0 H.H. 8 - 0 H.H. 01 15-10" 19'-10" 154" 23'-8" 4'-4" 23'-0" 1'4" 4'-8" 5'-4" 1'4 6'-4" 6-0" 5 V-0" 13'-0" 70'-0" 1st LEVEL FLOOR 1/4" = V-0" WHEN PRINTED ON 22"x34" PLAN (SEE SHEETA000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from 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 Y4" 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER ti O � U �n ti O U APEX U N w -r Z_ N (n m w w z_ (D z d S LU Q tare design studios >� 0 O -� 9000 REGENCY SQUARE BLVD. LL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p Q 0 cr cr O a)U 01HOUION' Q s UP < O J IL Q U Z C� O ,J O z 2 U LLI H- x w Q VJ x O W m o z �JW/� w O Z V o Q I— w Q O z m > p LU c/) J W F_ M W W Q F_ 0 C) QLL wwC LL G Q X O z O O Z � = w U ~ Z F_ Abbott Park 0� x a n_ LOT 009-01 w Q J U PROJECT NO 2021.003461 'zn V DRAWN (n LDG w CHKD 0 JAC p 0 0 w J U (n U) z_ Q U) 03-19-2021 O z REVISIONS: < No. Description Date w — — - --- w w w J Q U) I — Al 10 0 O 0 )ocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 ® 12 �6 1st LEVEL BRG (TOP)_ _ _ _ _1st LEVEL BRG LOB 1st LEVEL BRG (TOP) U, 1st LEVEL FFE _ _ 1st LEVEL FFE 1st LEVEL FFE RIGHT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1 DECO DRAIN TILES 4 0 1 1/2" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION Area HIGH LOW VENT # VENT RATIO TPROP HIGH LINEAL FT PROP LOW 2011 SF 483 in2 483 in2 3 144 432 160 1470.4 ROOF PLAN 1/8" = V-0" WHEN PRINTED ON 22"x34" LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ® 12 �6 1st LEVEL BRG (TOB) = 4„ -- --- - -- - ------ LLJ 1st LEVEL BRG JTOB� ❑ ❑ 0 o Co 1st LEVEL FFE _ o., - - REAR ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" 1 A200 A. BUILDING HEIGHT (AFF).................................................... 17'- (O ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) E 200 - CONCRETE TILE ROOF O 201 - SHINGLE ROOF ti > 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT O o 204 - MILLENNIUM ROOF VENT APEX -r- Q 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT W N 221 - CEMENT PLASTER FINISH - OVER CONCRETE z_ cll MASONRY SHALL BE 1/2" THICK TEXTURED PER 0 � tt) COMMUNITY SPECIFICATIONS Dm SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS W SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY w SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER Z_ C1 —1st LEVEL BRG LOB BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR (D SHEATHING Z tds I G PER STRUCTURAL L DRAWINGS. U A RA INGS LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE W � METHOD IN ACCORDANCE WITH FBC R703.7 Q true design studios SEE GENERAL NOTES A000 FOR SPECIFICATIONS — 2 I 23- FIBER CEMENT LAP SIDING 224 FIBER CEMENT SHAKE SIDING DING O 1 9000 REGENCY SQUARE BLVD. cU -------- 1st LEVEL FFE 225 - FIBER CEMENT BOARD & BATTEN SIDING ILLSUITE 100 JACKSONVILLE FL 32211 - 0' 0----------" 226 - SYNTHETIC STONE VENEER Z 904p 227 - STONE LEDGE O .821.5200 228 - BRICK VENEER Q 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 0 W v> 259 - 2"x TRIM -SIZE AS NOTED O����� ' a) 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. U 262 - 1"x TRIM - SIZE AS NOTED Q 114vowkwrka!� 263- DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT O 265 - DECORATIVE LOUVER - SIZE AS NOTED -1 266 - 4" DECORATIVE DRAIN TILES U- 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND `s COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. q- OF LIGHT TO BE 6-0" A.F.F. U.N.O. HEIGHT (ABV GRADE) .............. BUILDING HEIGHT(AFF 17' - 9 3/4" 17' - 1 3/4" -1 F71 F-1 E� E7 171 El 3068 w/ 3010 TRANSOM ABV - - —❑-1 -- El �_❑__l_❑❑❑❑ 1st LEVEL FFE -------------------------- ��_❑❑ ❑ -i���_ FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"x34" __ _ _ - ___ 1st LEVEL BRG_JOBE - 9,_4., 2q 6" U � Z } -- O 1 O z W H W Q U) X 0 W FM Q } m o � z w w O U) z _ o W Q G 2 O Q Z W C/) Q J W M W W Q o a LL W ILL Q ti X } C� 0 O o z w U z Abbott Park x w w w 0- LOT 009-01 w Q _ J Q U L7 0 LU PROJECT NO 2021.003461 z DRAWN: LDG w 0 CHKD: JAC ILL O 0 O LO U) w _J Q U U) U) (D _Z 0 U) 03-19-2021 O z_ REVISIONS: No. Description Date w U) ;_ w J Q U 67 O A200 Z O 0 )ocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS CONCRETE TILE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD �OOF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 — NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS VARIES (RE: �12 ELEVATION) I iNE �� ---- - - / - IES r' L (RE: ELEV) 11m INSULATION PER CODE tie" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE- WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA (__2 TYP ONE-STORY WALL SECTION A400 SCALE: 1" = 1'-0" INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: 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 COMMUNITI SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) VARIES (RE: �OOF PLAN) I, VARIES (RE: 12 ELEVATION) ♦' 44 1% 1 INSULATION PER CODE a ° d d a d a 1/2" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1 /2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" u ° - INSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) 01 TYP ONE-STORY WALL SECTION A400 SCALE: 1" = V-0" c 0 0 O U N } LO tS I ' � 0 C) APEX I_- U o � rn x tU N N M ILL 1 w a J td J z O true design studios j m > Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c C)6 r- 0 w U a 0 usiff"U&MV cn JOf N a UDI /fo W z w>, w 0 0 0 CP rl- L0 r- O z W w W z W m w W w (n z z 73 w O Q O w U- Nw O L.[_ Q 0 LU rY ti O U X Q z O O w w Q z U z �- I- O w O -- Q U O W z o m PROJECT NO: w U H w Q IX DRAWN. V 0- DVO m Q CHKD w Q TSD w O m0 o � w m z — w O w 0 z U) z O � o U- m Q (D W z REVISIONS: Q O No. Description Date o O w z U)= w U = w ~ _ w w u) Q A400z O DocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"xS' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. O 1. FOLD INWARD at PT. A O 1. FOLD CREASE aAPRD at PT. A O 1. FOLD INWARD at PT. A 1� WATER TIGHT SEAL. FOLD, DO NOT CUT @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 UND SHINGLE ROOFING DRIP EDGE: OVERLAPf T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX BOTTOM 2. CREASE at PT. B 3. CREASE at PT. C @ ® ®FOLD at77° 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES ROOF/WALL SCREED �-- 5x5 WALL FLASHING \ 8„ C� w� CZ Q Q FLASHING (SEE DETAIL) yNWATER TIGHT �pQD�c�� (BEND OR SOL J 16 FASCIA WRAP NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & 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 SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATli WRB LAYER#1, STUO WRAP WOOD SHEATHING APPROVED HOUSEWR 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 - -T/ I I� / I — 7 I 2x SUB-BAND\W/1/2"X? NOTCH ________ IL @ END, WRAPPED IN PEEL & STICK \ DRIP EDGE �\ 7} { \ 7/8" TEXTURED \ FINISH @ WOOD�8" TEXTURED 1 1/8" %/1 FINISH @ CMU \ . ,I/ // METAL FASC)A WRAP\1$" FROM \ I� STUCCOIJ FROM WOUD WALL ? ^I \ \ \ I' • EXTER16R WALL \ FFKAME OR CMU) —i _ \ \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ ROOF DECK (BEYOND) OA ELEVATION PRE-ENG'D TRUSS TO BE CUT @ 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 2x SUB -BAND W/1 12"x4" NOTCH @ ENE METAL WRAP FASCIA 2x6 SUB BE DRIP EDGE EXTERIOR WALL (FRAME OR CMU) WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 8„ STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK *ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL (b_ WALL CLARITY WALL KICK -OUT FLASHING 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 =DGE OMITTED FOR �LARITY k1L � WALL W/ KICK -OUT WALL KICKOUT FLASHING SUB BAND DETAIL @ WALL SCALE: N.T.S. SCALE: N.T.S. O C) N Lr) i3 1— O co APEX O � X CIL N N c+� J LL_ LLI J� J � 2L Z -6 O true deli ri studios W Y U 9000 REGENCY SQUARE BLVD. q� o SUITE 100, JACKSONVILLE, FL 32211 c O 6 p W t5 H � J 0e (D 10flflN' m 0 :3 a +J r Q` J. L7 CL U Z W j W w O O O d� r d- LO I- O Z W w W Z W U) co ry co W w Z z W O Q w O W J U- W Z O w a 0 O X U Q z O 0 LL H Q z U Z W LL O -- J J U O U) PROJECT NO: 0 U W H ~ z IX DRAWN: U1 - DVO Q CHKD: w TSD IL O m � O 0 LO W U) Z — w O J Q W U cn z (D co z O _U i LL Q z REVISIONS: < 0 Z w F- x (A W 2 H W J W Q W U Q U O A500 z O 0 DocuSign Envelope ID: FA6DE565-0407-4446-8583-1FAED5804EC2 1/2" (MIN) STL FINISH TEXTL PER COMMUI SPECIFCATIC FLANGE CASI BEAD CASING BEAD at WN SCALE: N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) cn z 0 Q (7 J yj w VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. 12" GYP BIRD OVER J PRE -SHAPED STUCCO BAND 1x2 TREATED _ _ W/ SLID TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) EL 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) BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE.- 1 1/2" = 1'-0" PRE -FORMED CONTROL / JOINT W/ STRIP LATH I 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) CONTROL JOINT - VERTICAL - CMU 2 1/2" T� SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING a, 7"O.C.) ;MU 1/2" (MIN) STUCCO FINISH FEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. ` CMU WALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) WOOD BLOCKIN SELF ADHESIVE -OR-FLUID APPLIED FLASHING (CLEAN 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" = 1'-0" 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI "Z" FLASI DO NOT CA—, ,. SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD -�/ SIDING TO STUCCO 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. ONQ v FRAME TO BLOCK SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) ` PRECAST CONCRETE SILL 11 48" BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD 1�" GYP BRD OVER INSTALLED PER MFR 1x2 TREATED j WRITTEN SPECS (TYP) FURRING STRIPS lI CMU STEMWALL W/ at CMU WALL (TYP) 48" STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE.- 1 �2" = 1'-0" ELECTRIC ME - FIELD VERIFY LOCATION AREA TO RECE, STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. GYP BRD OVER 1 x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHE, (RE: STR DNE (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 INISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS HREE COAT STUCCO FINISH EXTEND HOUSEWRAP I8" NOM) OVER GALV MTL LATH OVER NAILING FLANGE VER 15# FELT OVER APPROVED DUSEWRAP WD SHEATHING �T (RE: STRUCT) ASTEN TO WD STRUCTURAL IEMBER at 7" O.C. MAX MTL DRIP FLASHING W/ TO fie" MID WALL HEMMED EDGE SET IN CONT JEEP SCREED BEAD OF SEALANT �- TRIM (REELEVATION) Z a- N H { EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER " WIDE STRIP SELF ADHESIVE WINDOW FLANGE SET IN CONT BEAD OF SEALANT 'LASHING, CLEAN MASONRY:: IEFORE APPLYING-: VINYL FLANGE CASING BEAD INSTALLED PER MFR /2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) 'EXTURED PER COMMUNITY J ;PECIFCATIONS 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS STUCCO SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK DOOR HEAD at CMU CMU LINTEL (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR FLUID APPLIED FLASHING (CLEAN MASONRYBEFORE METALI DOOR FRAME EXTERIOR SCALE: 1 12" = 1'-0" GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR DOOR JAMB at CMU SCALE: N.T.S. CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) � CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gMpAPY MASONRYBEFORE METALI DOOR FRAME EXTERIOR SCALE: 1 1/2" = 1'-0" O E o O CV U') U >, a, � M � O APEX O U X CU CV CV Rf M J LL LLl J J tds Q � Z O U) true design studios -� Y U o O 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 a) c 6 T_ W H n � cn J RIHOMN' a) U) U Z W Of O O O CA ti d- LO N U W Z 00 m N W W W Z Z 75 w Q O M o LL U-1 w O < o 0- 0 U X - Q � Z O 0 LL U-1 Q Z U Z W LL O -- Q J U O Z 0 PROJECT NO W U � W Q ~ - - Z x DRAWN: DVO U) Q CHKD Q TSD O m 0 Q O LO W U) z � W O J Q W U 2 U) Q Z (D U) Z O U_ LL U) a � Z REVISIONS: Q O No. Description Date o O w Z U) = W U = W LU W --�� a_ U) Q U) O A501 O 0 )ocuSign Envelope ID: FA6DE565-0407444B-8583-1FAED5804EC2 RATING: 21DOA MCB MIN AIC RATING: 22 A PANEL: ASTOR SERVICE, 120/240V 10-3W MOUNTING: SURFACE i ESCRIPPON APPLIANCE GFI (A.)G) APPLIANCE GFI (A)(G) REFRIGERATOR (A)(G) DISHWASHER (A)(G) DISPOSAL (A)(G) GARAGE. EXTERIOR DRYER OUTDOOR UNIT - 2.5 TONS INDOOR UNIT 2.5 TOMS DEFAULT ELECTRICAL HEAT) WATER HEATER R = RECEPTACLE L = LIGHTING • t VERIFY AC COND LOCATION W/ SITE PLAN WP GFI 40 1 2 F I OVEN/RANGE 20 1 R BATIK RECEPTACLES 20 1 L,M BATIK LIGHTS + FANS 20 1. F.,M MICROWAVE/ HOOD G 2 R LAUNDRY (A)(G) 210 1 R,L KITCHEN / FOYER (A) 20 1 R,L DINING (:A) 2 1 R,L GREAT ROOM (A) 20 1 R,L OWNER`S SUITE (A) 20 1 R,L BEDROOM 2 (A) 20 1 R,L BEDROOM 3 (A) 20 1. R,L L:ITILITY/'I ECH ROOD, 20 1 - SPARE 21 I i - SPARE A = COMBINATION TYPE AFCI C. /B G = GFCI C/B , i AFI AFI i GFI / \ _.... , .,...__ ... / AFI - __ V. '� + m -- - I 3 Ez - GFI _ \ 3 \ ---- :T i - - GFI (D ....... WP GFI i AN 3 AFI ........AFI AFI 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH C DOOR BELL CHIME — 4-WAY SWITCH GARAGE DOOR BUTTON DIMMER SWITCH GARAGE DOOR p OPENER W 220 VOLT OUTLET G GFCI DUPLEX OUTLET I DUPLEX OUTLETS CEILING OUTLET AFCI DUPLEX OUTLET R FLOOR OUTLET AR SO SMOKE DETECTOR B JUNCTION BOX © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR h TELEVISION OUTLET NETWORK OUTLET PP SERVICE PANEL TELEPHONE OUTLET PH SERVICE METER m GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT ® STAIR LIGHT ® BATH FAN & LIGHT BATH FAN - VENT TO EXT COMBO - VENT TO EXT CLOSET CASTER CASTER LIGHT UNDER CABINET LIGHT -0 PULL CHAIN LIGHT K� KEYLESS LIGHT 0 FLUSH MOUNT LIGHT -YHANGING HANGING LIGHT HANGING PENDANT LIGHT MINIATURE PUCK PNDT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT ElFLUORESCENT LIGHT ® FLUORESCENT LIGHT RECTANGULAR FR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN �\ LIGHT ROUGH -IN L5 O U) APEX U W z U m w Z_ U w tds i� Q true design studios (D O J 9000 REGENCY SQUARE BLVD. a) LL SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 0 Q O O 0,1HOMN' U Q 0 O J U a) Z } O J 0 2 W I-- X w w Q V) rr x 0 W < Q mFM o z w W cf) Z O U) _ 0 Q O w Q O z m > o U) :D _j Q W ° M Lu w � o U LL W LL Qcl) ti X } r- C� O z J 0 O o Z W _ H U z Abbott Park a W LL a LOT 009-01 w U U) 0 PROJECT NO f-- 2021.003461 z DRAWN: LDG w CHKD. JAC 0 0 0 LO U) W J Q U W U) O z_ Q 03-19-2021 O _z REVISIONS: < No. Description Date w w 2 w J Q U O El 00 z O 0 )ocuSign Envelope ID: FA6DE565-0407-4448-8583-lFAED5804EC2 PRODUCT APPROVAL LISTING -LOT SPECIFIC (A GENERAL) - - - EXPIRATION DATE 355-R 7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 58� -R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11.473.R-5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1000 R-8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1045 R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 138 7; �R4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10557-R SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10 0-5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 1085,,.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1 .468-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11455.-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10456,R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10440_R SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1044 7,.R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10446,, R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441FR6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 135 8-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1.0800.RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 11496,R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1387 a -R4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13975-R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 18904; R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 153 3-R3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531,-5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 15730-R4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 FL 16299-RS KAYCAN LTD. PANEL WALLS SOFFIT 2020FBCR 3/2/2023 FL 3250.E PLYGEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 FL15349-R7 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2021 FL1 499- 8 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 12/31/2021 FL1 880-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2021 FL. 153� 1R-5 MI WINDOWS & DOORS WINDOWS MULLIONS 2020 FBCR 12/31/2021 FL1 855- 3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 FL 568,. 5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2021 FL 149 R _,"51, Silverline Ext. Doors Gliding Patio Door 2020 FBCR 08/03/2021 FL 15332R5 MI Windows & Doors Ext. Doors Sliding Glass Door 2020 FBCR 12/31/2024 FL .0461-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2020 FBCR 12/31/2021 FL 10: 58.RS OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 10/13/2021 FL 7 45,1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2021 FL 4101 R11. TAMKO ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2021 FL 30310-RI IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2020FBCR 8/17/2021 FL 158.R13 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL1047 -RS James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 FL199 1,,,R4 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 F113192-R6 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 FL132uw� -RS James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 F L13265- 5 James Hardie Building Products, Inc Panel Walls SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW RORIDABUILDING.ORG CONTROL DATE: 02/03/2021 O O o N N cp O C o APEX N R3 N c� J U- W Jtds F } J � z 0 true design studios U Q 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 o _p W u7 U) 2 J 0i • N 00 A a I Q Z 0 c U z a� W 0 0 0 rn ti I r` O z J z Q W W •■■- Z W 0 _ 0 z Q F= J z O � LL- W co Q a I U) o am J W IL Q z a o O W Q o x a. O z U O Q 0 0 W O z J � IL Q W U W Z--- - - — J — Q U 0 U O p o PROJECT NO I- Z Q = z U 0 LLJ DRAWN'. x MJP Q W CHKD: a NE o Q x o Q o U 00 — o W W J z U 3: CO o cn W CD z Q � z Q � p O U � U U z Q REVISIONS: � � I } No. Description Date o z W 2 J U Q LLJ U W ° QA001 z 0 0 DocuSign Envelope ID: FA6DE565-0407-444B-8583-1 FAED5804EC2 DESIGN CRITERIA AND LOADS I I I- __ - I i I 1 1' I __ I I TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 S LEGEND 0 >O _w N w N LL Building Code Florida Building and Residential Codes , 7,h 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 ........................... ....... C BUILDING CATEGORY.....................................II ENCLOSURE CLASSIFICATION_- . - ENCLOSED INTERNAL PRESSURE COEFF .......................0.18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING..............................................Cd = 1.00 TOP CHORD LIVE LOAD. ................................. 40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL / 240 WOOD I JOISTS ............................................... TL MAX '/z" LL / 360 .BEAMS' .............................................. TL/240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED %" DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psfl EZ - End Zone (psfl 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 VINYL SOFFIT MAX PRESSURE (psfl +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) L_ I J 4.0 FT[7 1 ST FLOOR (TYP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS K1r)TFQ 4 A p O STUCCO AND DIRECTLY MIN 1%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%s' 24/16 Z ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE H H N Q (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w=� U Z ALL OTHER VENEER MIN 1%/ '32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL J (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 (D rn TILE AND METAL ROOF MIN1/32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION = (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND o 6" O.C. IN THE FIELD 0O w � MIN '/e" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 m 0 of SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN 3/8" 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 Y" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2" CAT GORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTIT ED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FTOR 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. s 6. 1%2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED APA RECOMMENDATION PANEL EDGES IS AN ECO ON 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. s RECOMMENDATIONS. 7. i/32 PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1%2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1 2. 14 DIAMETER LENGTH 8d COMMON 0.131" 2-'/z" RSRS-01 0.113" 2 %" RSRS-03 0.131" 2-'/z" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4" 16d SINKER 0.148" 3-'/4" 16d COMMON 0.162" 3-'/z" PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL STAINLESS CONNECTORS AND SODIUM BORATE (NOTE 1) FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCC) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2.500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE Y2" 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'xl5' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)'/< X 1 '/z"SDS SCREWS (8)'/4" x 1'/z" WS15-GC DTT2Z IN STUD'/z" 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/z 0 x 4'/2' EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/2'IN (18)0.162"x2'/z"IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/2"(7) 10d x 1 1/2"(NOTE 2) §8" 0 x 6" EMBED ANCHOR HTT45 §8„ 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 ''/2" IN (26) 0.162" x 2 '/z" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) §8" 0 x 6" EMBED ANCHOR §8" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SIDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7 " 0 x 12" EMBED a MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7/8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 '/z" IN TRUSS (7) 10d x 1 '/z" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) 'W x 2 W TITEN (5) '/4" x 2 'W TAPCON IN SCREWS IN MASONRY (11) 10d x 1 '/2" IN MASONRY (11) 10d x 1 '/z" IN (8) 10d x 1 '/z" IN TRUSS (9) 10d x 1 '/2" IN TRUSS META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 %" IN (11) 10d x 1 '/z" IN STUD O /z 12 10dx1 IN STUD 8 O 10dx1/z" IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) §8" 0 x 7" EMBED EPDXY §8" 0 x 7" EMBED EPDXY (12) 10d x 1 '/z" IN (4) Y4' x 3" WEDGE BOLT STUD ," dx1 z IN 5 8 / O OR EQUIVALENT IN STUD ,� 5 8dx1/z IN O 12 16d COMMON NAILS O 12 16d COMMON NAILS O ABU66 §8" 0 x 7" EMBED EPDXY PAU66 §8 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12 EMBED AT GARAGE HA8 (5) 8d x 1 /z" IN RT7AT (5) 8d x 1 /z" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1'/z" IN TOP PLATE (5) 10d x 1'/z" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 101 COMMON IN BEAM (5) 10d x 1'/z" IN TOP PLATE (5) 10d x 1'/z" IN TOP PLATE (16) 10d COMMON TO HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) W' x 2 'W TITEN LUGT2 (5)'0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY (26) 16d SINKER OR EQUIVALENT (28) 16d SINKER IN WALL (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SIDS'/4' S x 2 1/2"(12) (1 WS25 '/4" x 2 '/z" (4)'/4' x 1 Y2" SIDS SCREW (4) %" x 1'/z" 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) SIDS x 1 '/z" SCREWS (4)'/4" x 1'/z" WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER 'W HGAM10KT IN TRUSS/ RAFTER (4) /4 x 1 /4 WEDGE BOLT (4) x 23/4" TITEN SCREWS IN MASONRY OR EQUIVALENT IN MASONRY NOTES: 1, REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2'/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES %" 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'/4' 0 x 1 3/4" TITENS ILO 16d. 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE. UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/z" WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS '/z" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM 2 2 STUDS W w �o 2 ANCHOR w STUD COLUMN KEYNOTE NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNE CTION 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE - NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLD DOWN S/STRAPS AT BASE OF KING/JACK GROUP NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL. LVL. PSL, OR SYS42) DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 3/" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1-'/z" @ 16" O.C. OR • DSP w/ (14) 10d x 1-'/z" @ 16" O.C. OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-'/z" (OR EQUAL APPROVED BY EOR). 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER), ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN TABLE 2304.10.1 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 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. 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD 1` 0 L1q_ U cy O ° U APEX I U) UI w Z:, �i U 00 W W z .-4- Z � W tds -Q Q true design studios >� O J 9000 REGENCY SQUARE BLVD. v W SUITE 100, JACKSONVILLE, FL C 32211 cn 904.821.5200 p Q � O tau C) 11HOUION", :3 O LIL J C. a U Z } O J O W F- X W Q U) ��//�� X p W Q } FM m 0 � z W w O C� Z 0 Q ° LU < O 2 z m > o LL1 U) _j W _ a °_ M W W a ry 0 - U LL w LL Q !� W - X O z _I O O z W U z LU Abbott Park 0� I. W _W Q LOT 009-01 w J U U) 0 PROJECT NO Q 2021.003461 z DRAWN LDG w CHKD LL MJP O 0 O Un U)) ` %%0 IN LANw C• J ;. •.-� ENs� U *; ;* W : izz z 13' STATE OF :•44/ 04 * IF435� �0 N A� 0% 03-19-2021 (D z REVISIONS: < No. Description Date w U) -J - --- --' - - w w i J Q U H O STm1 z O 0 CMU/METAL CONNECTOR ENGINEERING :)ocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 I I I 1 11 1 11 11 I ' 1n'•we. N[p'Jp f wq1 1 I I mpq,I fI I 11 Ill . 1 11 1,11110, 1 2020 V1.0 VERIFY AC COND LOCATION W/ SITE PLAN r� 2"0 VENT N, N, I I 1�1� �.1� I I I I I I yin � I I I 1 19 2-WAY GCO FLUSH ON GRADE ►�i71111 49'-4" 20'-8" J. 15-3 1 /2" 5'-0" 29'-0 1 /2" VERIFY AC COND LOCATION W/ 5 SIM 9" CURB SITE PLAN T-2.D ■ ■ = I ■ ■ I ■ ■ ■ 1■ IN --- _, - -- - rt - - - - I ' I � � M 5 I- T-2.D I ■ I I LI-- -- -..._ � I I T-2.113 -I - - - - - - --15'-2" - - - - - - - 5'-3 1 /2" - -8 1 /2 - - - - - - - - - - - - - 27'-2 1 - - I °1 �k-- , -,- rt------ - - - - -- til 4 1 T-2.D En- T-2. D _ t-- ao { I I I I - - - - - - - - - - 19' -- - - - - L - - - - - - -/ I � NI 1 OPI L—— — — — — —� �I I; I I , N IN ■ I 1 I T-2.D I O 4 i i I T-2.D - - - - - - - - - - - - - I z 000 I i L I I q I Q I 1 UJ I w CD _ - - - - - - - - 1 T-- - - - - - - - - - - 18 7 2'-7 1 !2 2 10" 1 /2° vl OPT. o � I A ■ I 6 OPT. r T-2.D 1 I IALg I T-2.D Q__ vl_I�II �f — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ■IN IN Sk I V-4" 4'-8" 6-0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" 51'-0" 70'-0" 64" �1'4' 6-8" ■ UNDER DOOR 5 T-2.D I IN 64" o Zo CF) 00 00 N GENERAL FOUNDATION NOTES: CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. j • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-21D. FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN A 8"x8" DEEP THICKENED ^ 12" DEEP FTG UNDER BOX EDGE w/ (1) #4 CONT e COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN 16"SQx12" DEEP FTG I� 24"SQx20" DEEP FTG �=J w/ (3) #4 EW 30"SQx20" DEEP FTG F 36"SQx20" DEEP FTG w/ (4) #4 EW L w/ (4) #4 EW C48"SQx24" G� DEEP FTG — L' #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY w/ (5) #4 EW, T&B NOTES ON ST-1 ❑I 1 1/2" SLAB EXTENSION AT FULL ROUGH OPENING WIDTH ***NOTE TO CONTRACTOR — DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. f� O LO U ti o APEX 0 � U 0 z_ tU U 0 00 W W z (D tds LU Q true design studios � 0 w O 1 9000 REGENCY SQUARE BLVD. Li- SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p (Y C OCY w 041HOMON' � U � 0 # 4 EE O LL �. a U -Q z_ C� O J O z 2 W H 0- wW Q V/) X 0 W co FM p � W W c/) O < <'1 z V� 3: W Q O 2 z Uj W F- M W W Q ~ O� o LL LL Q t` X O z O O z w = W U ~ z � Abbott Park Q_ W W_ °- LOT 009-01 w Q J U U) PROJECT NO: 2021.003461 z DRAWN: LDG w CHKD 0 ILL MJP 0 0 LO � _' I, � �•��'� E SF•9 ' U U) S�TAT E OF - 441 - Oh'. �<v: Q N AL ��,,`% �11111111111101 (n 03-19-2021 (D z REVISIONS: No. Description Date w U) - - W w J Q U U) I- O ST=2 z O 0 CMUIMFTAI CONNFUOR FNGINFFRING )ocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 I I FEI 1 t — 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/ 6 ° - - - - - ° (2) ROWS OF 316" DIA. TAPCONS � D / D D ° D D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. % -- EXISTING FOUNDATION. D ° ° D ° � D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" EDC STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG, WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVEF FLUSH w/ 3000psi CONCRETE. 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 --d --. - a - (MAX 20" a d DEEP) pVA�ATVA ° d —4 a d / Q ° 4„ 4" EXTENSION UNDER BRICK VENEER r12" 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 - a - - — \\/r\ a VAPOR BARRIER 3 BEARING WALL FOOTING SECTION ' "^"SUS BAR AS AP AS SHOWN LVIV I IIVUV VJ I.iV IVl.if�L I L FOOTING, SEE PLAN ) DEGREE TYPICAL STEP IN FOOTING DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB � i Y - W \\ \ \ \ ¢ o tCC Q O VAPOR BARRIER �\ �io #4 OR #5 VERT REINFORCING �\ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. FOOTING TO BEAR ON FIRM —�\ / /r�\ / #D N BIRICK ONAL 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. rik_ (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > U-BLOCK W/ U) (1)#4OR#5 Q U) CONT w w U) o w FINISH O GRADE #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. \\/ FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #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 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 3 M" CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. d ad VARIES PER 36" MAX ARCH PLANS 4" CONCRETE SLAB W/ o a 6x6 W1.4 x W1.4 WWF OR FIBER MESH 12" MIN a d ° \ VAPOR BARRIER G TO BEAR U) - ° ° ° ° ° ° ° ° °d ° #4 OR #5/\\//\ \ /\�/� a ' �/ UND SIFOOTNURBED SOILON FIRM O 9 ° • ° REINFORCING PER \ /•, O Q r ° ° ° ° MONOLITHIC FOOTING ° ° d SECTION 6" OPT. EXTENSION b ° d ° IN BRICK LOCATIONS - - ° ° FOOTING TO BEAR ON FIRM ON FND PLAN UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT MIN!12' //\\//\\//\\//\\//\\//\\//\\/ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT \�7-77\ STEMWALL FOOTING TO EXTEND MIN MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH 12" BELOW MONOLITHIC FOOTING *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A' FTG DETAIL FOR THE "1" • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. 2. USE STEMWALL FOOTING CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH eD o SEE NOTES (MAX 16") v 0 STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" p, E _ o O rr_ 7 D ALL OTHER EXTERIOR WALL N U %\\o D CLADDING - MIN 8", U.N.O. ON ARCH ~ O O VAPOR BARRIER j D VAVVVA/VA/� ZPEX \ A o q I 12" MIN \AA//AA�co A CD FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK U) FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL co UNDER 1 STORY WALL w/ LLJ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 LLI BAR IN BRICK LEDGE Z 16" UNDER 2 STORY WALL w/ (D (2) #5 OR (3) #4 CONTINUOUS z LU 1 MONOLITHIC FOOTING SECTIONtrue design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" J 9000 REGENCY SQUARE BLVD. N • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY W SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z 904.821.5200 O PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB w/ 6x6 Q `-' (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR 0� c FIBERMESH O 11HORION' 0 \ 0 �� / O 16" VAPOR BARRIER .J LL a= 3 BEARING WALL FOOTING SECTION Z m } � I 0 O CONCRETE SLAB W/ 6x6 -1 W1.4 x W1.4 WWF OR O FIBERMESH Z 0'-0" A.F.F. _ SEE ARCH V DETAILS LLJ d \° ° 8" MIN W CL \\ i\ r Q V ) 8"x8" THICKENED 8" X O W FTG AT Q < _ STEP-DOWN, EE VAPOR BARRIER PLAN m CURB STEP SECTION 0W LU 4 Z O U) -/ 0 Q O F 8" UNDER MASONRY WALL W O M CONCRETE SLAB W/ 6" UNDER WOOD WALL I Q 1.1.1 6x6 W1.4 x W1.4 WWF SEE ARCH 0 1 1 OR FIBERMESH VARIES ° U) U W (MAX 16") O W Q / C) W LL VAPOR BARRIER U) X 6" OPT. EXTENSION IN BRICK } LOCATIONS ON FND PLAN 0 O 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0 0 BAR IN BRICK LEDGE = LU 16" UNDER 2 STORY WALL w/ () (2) #5 OR (3) #4 CONTINUOUS Z Abbott Park a 5 GARAGE EXT WALL CURB SECTIONw LL CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0- LOT 009-01 W FOLLOWING OCCUR: Q _I • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY 0 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY (1) PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 W PROJECT NO: CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR 2021.003461 z FIBERMESH (D 0'-0" A.F.F. SEE ARCH DRAWNLDG W --d - (MAX 20" a 0 DEEP) CHKD: LL MJ P O •a ° o 4" 4" EXTENSION to UNDER BRICK VENEER ♦♦`,����ti���w 12" UNDER 1 STORY WALL I ♦♦♦ S� ��� W w/ (2) #4 OR (2) #5 CONT I VAPOR BARRIER `��♦ ,�••�C�E N C'9 J .• F •. U 16" UNDER 2 STORY WALL Y (A w/ (3) #4 OR (2) #5 CONT * ; `, * = U) -- 0 BEARING CURB STEP SECTION -° '`' ' �' Z 6 --- - 'y STATE OF : J ` Q*' ' <l/: i TYPICAL REINFORCING I t�NAi 000♦ 0 BARS AT THICKENED U) FOOTING, SEE PLAN 03-19-2021 z - MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH REVISIONS: Q OF SLAB, TYP ALL 0 RE-ENTRANT CORNERS No. Description Date HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS W U) - - - W 2 ; W J Q U U) ST Z =2 ■ D 00 0 CMU/METAL CONNECTOR ENGINEERING )ocuSign Envelope ID: FA6DE565-0407-444B-8583-1 FAE D5804EC2 II I I II 'I III I1 f>fa^_ 1' 1 fl I I I' I I I I I I I 1 1' 1 1 1 INII1 I'L' I v T-0" 4'-2" AN I mm 6-8" I-4" L-1VJ 1 I " I I 1 I I I _._ IIL III/ �j IV. IY• Ali- IYI Ir• Y ,1' 4" , 4'-8' 7'-0' 6'-8" 6'-8" 6'-8' 5' 4" 6'-8 6'-0" 6 -0" 5 -4' 1'-4' 1ST LEVEL STRUCTURAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 7' b zo 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 6-0" 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 MASONRYLEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN d INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED lo, NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET, IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 LINTEL SCHEDULE LINTEL LINTEL MAX CLEAR COMMENTS NO. DESCRIPTION SPAN L-1 8F-1-32 L-2 8U8 16' - 0" GARAGE DOOR -_ - --- --3' - 0" - L-3 8U8 - L-4 8F-16 - L-5 2' - 0" 6' - 011 - 8' - 0" - — REAR SGD T--8F-16- L-6 8 U 8 4'-0" L-7 8F-16 _ L-8 8F-16 5' - 411 FRONT PORCH FRONT PORCH REAR PORCH 3' - 411 13' - 011 L-9 8F-16 �L-10 8F-16 4' - 811 REAR PORCH r1_ U' ti O co APEX o' U w z_ qj CO Q m w w z_ z tds W Q true design studios -Q >(D 0 i'A O J 9000 REGENCY SQUARE BLVD. N u- SUITE 100, JACKSONVILLE, FL 32211 zcn 0 904.821.5200 p Q ZS O a � O DoRtHO19ON' N U E o� EE ltwpko O Zzz J Q LL Q -r- U z -0 >N } O 1 O z 2 U W H x ww Q x < O ^ V ) W } Q m 0 w cl) 7 Z O W U) z 0 O Q _ w M > O z'..■ j .J 0 W ° ~ M W W � Q 0 U LL LIJ Q ti � X Oz O O z U w z Abbott Park a X w a Q LL w LOT 009-01 J Q U N W PROJECT NO. �- 2021.003461 z C� DRAWN: LDG w 0 CHKD: MJ P LL O 0 O L0 ```III►hill//�� 0 I\N LA Q 4 d*43 ' u) .. U) � ' STATE OF : �44/ �} Q � sU N AL � ���t/111iff1III 0 03-19-2021 (D z REVISIONS: Q w No. Description Date 0 w U) -- - w F- w J Q U U) I-- O ST=3 z O 0 CMU/METAL CONNECTOR ENGINEERING )ocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 1st LEVEL FRAMING PLAN 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 -- _ _ -- - --- -- — . —_--- - 2x8 2x10 2x12 12" 15'-5" 19'-111, 23'-9" 26-0" 16" 13' 4" -—17'-3" -- 20'-7" 22'-0" - 24" 10'-11" 14'-1" 16 -1 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE -SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25-8" 26-0" 16" 11'-3" 1 T-8" 23'-4" j 26-0" 24" 9'-10" l' 15'-6" 20'-120'-1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP. MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6. .................................. (4) 12d COMMON 2x8...................................(6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4" Q @ 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)'/d' x 4-%" LONG #14 WOOD SCREWS PT 2x8...................................(5) '/." x 4-'/2" LONG #14 WOOD SCREWS PT 2x10....... _.......................(7) '/<" x 4-'/V LONG #14 WOOD SCREWS PT 2x12.................................(9) %" x 4-'/2" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION U 0 cli rn o � N ti O z U) co W _z 07 m w W z z W W' 0 LL z O Q O U 0 Df O J LL Q U z } C� 0 O z 2 U w F— X W w Q m 0 z 0 W Q z U) O H LL Q U) } 0 O z U W x w w Q APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 w Q U) W FM Q C/) O U) a Q � m Q wo J W 111111 M � Q Q LL W ti x i— O 0 w H z Abbott Park a LL LOT 009-01 w J Q U U) W PROJECT NO: 2021.003461 z C� DRAWN. LDG w 0 CHKD: LL MJP O N 0 0 u7 IN Lq/vii� W �.•\'�C•ENS�•.9 Q t U • M ••"° STATE OF :• �% 35< • sloNAk- ►►� %% 0 03-19-2021 O z REVISIONS: Q No. Description 1 Date 0 w - w w Q U U) ST_ O O 0 CMUIMETAL CONNECTOR ENGINEERING )ocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 TRUSS TO TOP PLATE, MOISTURE BARRIER C UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/H8ORH10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1 TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 �" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1. (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. BOTTOM PLT ANCHOR '/i' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR '/i' WEDGE BOLT W/ MIN 4%" EMBED W/ WASHER @ MAX 48" O.C. N 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) ROOF' COW U 0 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ N oN EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" FOR MISLOCATION Ya'<X`11z_ FOR 3/4" BETWEEN TOP OF WOOD PANEL 2x6 NO. 2 SYP SHIM #5 CONT. X(�:_ y AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d (1) #5 BAR CONT. MIN 79/Z" EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 11 " <X HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F6CE1z 77== 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 z" 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 MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY (1) #4 OR #5 BAR AT CORNERS WITH MIN. 25" LAP CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6_ FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. POURED CELL w #5 BAR CONT FROM BEAM TO FOOTING STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH OR 1%4" PER MANUF. 3" 5" 11/, 3/4" 37�6 5" 115/16 3 3/4, 3 3/4" 6„ 2 %4" 3 3/4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS %" DIA. @ 30" O.C. STAGGERED • (2) ROWS 3/6" DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE p ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED 1x_ PT NAILER BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY 1x_ OR 6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) fl— U-) ti O Z APEX W W Z_ m W W Z_ Z tds W Q true design studies O 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Z z 904.821.5200 H IY O d O af IRA fj 0 Q 3a Y a g O� J ILL Q Z } 0 O J O Z TZ W x W w Q x p U) W Q— m 0 w cl) z O W U) Z 0 O Q W2 M Q i O z"'■' Q J 0 W M EE U 0 LL a 5 o z J O O Z 2 0 w U F- Z UJI Abbott Park cy- x a w LL a Q LOT 009-01 w J Q U W 0 w PROJECT NO. �- 2021.003461 z O DRAWN: LDG w 0 CHKD: ILL O 0 0 L0 LA U y'' U) STATE OF ' 44Y 03-19-2021 (D z REVISIONS: < NOT Description Date 0 w U) 1 w w Q U L7 F- O ST=5 Z O 0 CMl11METAI CONNECTOR ENGINEERING )ocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 BOND BEAM REINFORCEMENT w (SEE WALL SECTION) J 0 w FILL SOLID TO BOND BEAM U U) w w a 8 F - # DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND --- BEAM MAY BE FILLED OR L7 UNFILLED 8U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 BOND BEAM REINFORCEMENT w (SEE WALL SECTION) 0 w FILL SOLID TO BOND BEAM Wwl' U) LINTEL REINFORCEMENT ..o 8 F -1 - # — DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-1-# TYPICAL PRE -CAST LINTEL OPTIONS ROOF DECK ROOFTRUSS OR RAFTER UPLIFT CONNECTION PER TYPICAL WALL SECTION SUB FASCIA �a ` a MOISTURE BARRIER 1.. • TYPICAL PORCH BY OTHERS CEILING BOARD PER PLAN. SEE TABLE 2; MOISTURE BARRIER SHEET ST-1 (PORCH BY OTHERS CEILING BOARD) MASONRY LINTEL - lr PER PLAN TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) 8'-1" ABOVE F.F.E. TOP OF 6'-1" ABOVE F.F.E. ABOVE F.F. j F.F.E. 2'-9" ABOVE F.F.E. (LOF OPENING 2x6x12 I CENTEI �8" DIA. ANCHOI 2x4 PT TOP 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 48" DIA. J-BOLT OR Y2" DIAMETER SCREW ANCHOR w/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 2" SQ x 4,6' 0'-9" ABOVE OILTHICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF OIL CURB F.F.E. GARAGE DOOR JAMB DETAIL TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE -,- SEE PLAN . UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) :067 PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 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 '/2" 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE 8'-0" OR AS SHOWN ON PLAN PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER Al 2i 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 FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR BEAM W/ HTSM20 OR MSTAM36) FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10) 1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. TRUSSES NEEDING BRACING LATERAL BRACING - MULTIPLE TRUSSES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). 5. DESIGNED PER BCSI-B3, 2007. =6" MAX T" MAX 6' MAX 16:" MAX T MAX T" MAX T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SCAB BRACE FASTENED TO WEB W/ 10d AT 6" O.C. -IF (2) BRACES ARE REQUIRED, APPLY (1) BRACE TO EACH FACE OF WEB. CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED I ALTERNATE BRACING SIZE CLR TOR L SCAB 2x4 -- i1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4" 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4' 2x8 1 1 ROW 2x6 - - (1)2x8 2x8 _� 2 ROWS 2x6 (2)2x6` SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM TOP OF WALL Ilk -- r- - ------ -------- PRECAST LINTEL SEE SEE PLAN—' -- -7 PLAN Ii EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS -t- SHOWN. MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO --- _ GARAGE DOOR OPENINGS. NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED -- OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. - Ire CONCRETE FOUNDATION WORK TOP OF FINISH PER PLAN FLOOR SLAB GARAGE SHEAR PIER I� O O0 CIOAPEX0 (n U W � Z q�j m [Y W -� W z 0 Z tds W -6 Q true design studios N 0 W' O J 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p Q � W' C O O U 041HOMON" N � :3 Q O J LL U z >N } O J O z 2 w X W a_ w Q V J p w m FM o z Uj W O Cl) to Z 00 a w2 < O z m > o U) W W a 0 M w LIU Q I— U_ 0 LL a L- Q x 0 0 O 0 z W 2 � U z IW- Abbott Park tY x a. Q LOT 009-01 W --- - J U U) 0 PROJECT NO: 2021.003461 z DRAWN LDG w 0 CHKD: LL MJP 0 0 O LO LAN/ �W 00 U Rd'by• cn z STATE OF : 441 03-19-2021 0 z REVISIONS: Q w No. Description Date w W UJ W W J STH O z O =6 r) CMU/METAL CONNECTOR ENGINEERING v w