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HomeMy WebLinkAbout8438 Wheat Stone DrDocuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E5B197F 4 DRAWING INDEX ARCHITECTURAL SHEET NO. I SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1 st LEVEL FLOOR PLANS A200 ELEVATIONS A400 WALL SECTIONS _ A405 DETAILS A500 DETAILS A501 DETAILS STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS DR HORTON 1844 LAUREL ELEVATION D Abbott Park, LOT 037mO2 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' AREAS CONDITIONED AREA 1 st Floor _ 11844 SF 1844 SF UNCONDITIONED AREA Garage 437 SF Entry 137 SF Lanai 139 SF --......... - ....... Grand total 713 SF 2557 SF VOLUME 1 st Floor 117212 CF Grand total 117212 CIF ALL WORKS cooes F HALL cOMpNATGRID/A`3UiLDIN r WITH 7�ONA(�LECRIG PREVgIU VGANTCODE,D�C ORD/ * ESnry �""'aFHYQLLS Rp C1VV DAT PLAOF N EXAM/N E�? � O L U ti a O O U) APEX U U w Z qj U � ro m � w w Q z z w tds -6 0 true design studios w O J 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p c O a CL U 04ROH090N O Q LL .� U Z CD O J O z 2 U w H w J w U) � o w m z w w z o U) _ a w -� O Q z W O W W Q 00 o Q ti W x O z O O z w = w U ~ z � Abbott Park a x w U- LOT 037-02 w Q J Q U 0 w PROJECT NO: �- 2021.011084 Z DRAWN: �+ KAS w -- 0 CHKD: JAC LL O 0 0 w J U U) U) U _z U) 09-17-2021 O z REVISIONS: No. Description Date -- w Cn w - -- Q U) O 0000 z O 0 DocuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E5B197F ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE ---- METER MAIN 99 DISC. 150 OR r- 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 footer steel w/ (2) ground clamps 5' apart ON 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. J4 u -'- #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 j 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 j • JUNCTION BOX AT WATER HEATER; RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 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 TRIM, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A PAINTED FINISH PER BLDR SPECS. SEE ELEVATION FOR DEPTH OR RAISED TRIM • SIDE AND REAR ELEVATIONS TRIM AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL TRIM SHALL RECEIVE A PAINTED FINISH PER BLDR SPECS • 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 • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • 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 L U ti O o U) APEX 0 W U w Z_ a) W m W � w Z Z t S W Q true design studios a) 0 lY O -1 9000 REGENCY SQUARE BLVD. aa) W SUITE 100, JACKSONVILLE, FL 32211 C ZO 904.821.5200 p F- N C O 11HOMON' a) U � R I O J U_ Q B U Z 0 O O Z U w H X W W � Q W m o = Z w Z w 0 U) — a w J Q 0 Q Z d• W p o d"' J W 0 W W00 Q I— LL Q � CD x X O O w Z = W U Z Z H Abbott Park a W u- a LOT 037-02 J Q Q U U) 0 W PROJECT NO: 2021.011084 Z DRAWN: Fn KAS w 0 CHKD: JAC LL O 0 O LO W w J Q U W W (D Z_ 0 (n 09-17-2021 O Z REVISIONS: No. Description Date w w w -- - -- _- --- J Q O AOOO Z 0 DocuSign Envelope ID: 330532F8-994142ED-849C-09E31E5B197F FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 65'-0" 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR-20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 %" 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER WALL LEGEND nnnunni ll'-4" HT CMU WALL t` It O ti O ° U APEX0 U U W N z N m iY W =� w z_ z W tds -6 Q true design studios N IY O 1 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 z0 CA 904.821.5200 p O W U 011HOMON � < $ .10 Q E O -i LL .� Q � U z U' O J O z 2 U w F— wCIL J w U) ow m 0 z w w O to z_ o I- LU Q O z Q U) w w O � w w Q M n� o LU LL TML�.. Q ti X o z O O z = w U ~ z Abbott Park x CL w w_ °- LOT 037-02 w Q J Q U w PROJECT NO: 2021.011084 z DRAWN. KAS w CHKD: JAC O 0 10 u7 (A w J Q U C� z_ 0 09-17-2021 O _z REVISIONS: No. Description Date w w -- - - w w Q U U) O Al 10 z 0 DocuSign Envelope ID: 330532F8-9941-42ED-849C-09E3lE5B197F ELEVATION KEY NOTES ,-,s4LEVEL BRG _ 1st LEVEL FIFE ----------------- RIGHT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" PT 2x BLC TOP & BC BEAM _ ROOF VENTILATION, VENT VENT PROP LINEAL PROP Area HIGH LOW # RATIO HIGH FT LOW 2557 SF 614 —in27 614 in 4 144 576 125 1148.75 / -------- 0'-0- ROOF / TRUSS CONNECTION (RE: STRUCTURAL) NG HEIGHT FINISH at B AM PER PLAN (RE: ELEV) MTL FLASHING at COL CAP SET IN BEAD OF CONT SEALANT PT BLOCKING at CAP PLAIN TAPERED COLUMN WRAP INSTALLED PER MFR WRITTEN INSTRUCTIONS W/ 4" CAP & BASE PER w BLDR SPECS 8" CMU PT BLOCKING STONE LEDGE DECORATIVE STONE VENEER LU 12" CMU BASE a. CONCRETE SLAB at ENTRY _ 1 COLUMN DETAIL A200 1/2" = 1'-0" WHEN PRINTED ON 22"x34" lTYp'} ROOF PLAN_ 1/8" = 1'4" WHEN PRINTED ON 22"x34" z 0 Q w J w 12 5 1st LEVEL BRG ----------------- I - - - - st LEVEL FIFE 0' 0" -- -- - --- - 1221 LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" -9s4LE -- BRG_---- - - 9 E-------- _---------1 1st LEVEL FF REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1—]220 221 �BUILDING HEIGHT AFF ---------------- f 8' a 7/8" N 201- 12" 12601 1 st LEVEL BRG g, _ 4„--------------------------- 10"x60" 1263 " I M v I 227 12 5 �. A200 1st LEVEL FIFE o„------------------- _-... , - �. -, -, 260 4' 221 FRONT ELEVATION 1/4" = V-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG 9'-4" st LEVEL FIFE (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER 1st LEVEL BRG BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR r------------- gr SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING s_t_LEVEL FIFE 225 - FIBER AR CEMENT BO ARD O D &BATTEN SIDING _1 226 - SYNTHETIC STONE VENEER -- 0' - 0" 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2"x TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED -1" PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. 262 - 1"x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. i OFIIC;HTTORFA,-n"AFF I I N 0 --2U 12"x24" HEIGHT ---(ABVGRADES _ _ _ _ _ BUILDING HEIGHT (AFF) 18' - 8 7/8" 18' - 0 7/8" 260 4" st LEVEL BRG __-------- § 64" 280 260 6" 4" 1st LEVEL FIFE ---------------- — — ----- o'--o" I` O w U O ° APEX0 I_- Q U) 0 _z qj U)cu U 0 m w W Q z z tds -6 W N Q true design studios O J 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 s` 904.821.5200 p F- _� c O no 0 11HOMON' U L O i Q LL Q U -Q z N } C� O .J O z 2 U LU F- x JW CL LLI c) w m 0 = z �w W z /� O V O LU Q O z �• w 0 �, —1 w o M w w F- ` 0 O� 0 LL T Q ti x } r- 0 O z J O O 0 z w 2 f... U z Abbott Park x °- w — - LL a- LOT 037-02 w Q w PROJECT NO: F- 2021.011084 z - -- 0 DRAWN: Fn KAS w CHKD: JAC 0 0 O LO cn W J Q U C� z_ 0 09-17-2021 O z REVISIONS: No. Description Date 0 -- w - w TZ - H U O A200 z O 0 DocuSign Envelope ID. 330532F8-9941-42ED-849C-09E31E5B197F INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD �OOF PLAN) TRUSSES (RE: STRUCTURAL) 2x4 BLOCKING at 24" OC ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: APPLY SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 1193 FIBER CEMENT - OR VI� LAP SIDING PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FRC STRUCTURE)(TYP ALL VARIES (RE: 12 ELEVATION) F INSULATION• �" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al 10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" a -- INSTALL VAPOR BARRIER IN ACCORDANCE WITH -- ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) 1 TYP ONE-STORY WALL SECTION A400 SCALE: 1" = 1'-0" ti O L ti O co APEX U) U w z_ N W cl co m iY w w z_ (D z tds w Q true design studios 0 Of O 1 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 cn LD 904.821.5200 p c O 0 DeRsHOMON' af O J 11 0 Q7 C U Q z } C7 O O z TZ w F- X w CL Uj W o w m z Lu w O w O w = Q O z ,q. W 0 J W M W W Q ~ W i= o Ur LLLLI Q W x 0 O O z = w U z z Abbott Park X D_ w w a LOT 037-02 _ w Q 0 w PROJECT NO: F- 2021.011084 z DRAWN: KAS w -- o CHKD: ILL JAC O O 0 u) U) w J Q U U) U) 0 z C U) 09-17-2021 O z REVISIONS: No. Description Date w w w J Q U U) F- A400 z O 0 DocuSign Envelope ID. 330532F8-9941-42ED-849C-09E31 E5131 97F TRADITIONAL HARD -COAL STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. VERTICAL AND HORIZ CONTROL JOINTS AS REQ'D FASTEN ZIP SYSTEM SHEATHING AS REQUIRED BY ENGINEER -OF -RECORD AND/OR LOCAL BUILDING CODE TOP EDGE OF WEEP SCREED TAPED TO WALL SHEATHING WITH ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC148) CODE -APPROVED VINYL WEEP SCREED TO LAP CMU WALL MIN 2" CMU MASONRY WALL *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. METAL LATH ONE LAYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO GRADE D BUILDING PAPER. ZIP SYSTEM ® TAPE (INSTALLED OVER ALL JOINTS IN ZIP SYSTEM SHEATHING.) WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS ® SHEATHING WOOD OR LT. GA. METAL STUDS. OVERLAP TAPE A MIN 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT 1/8" GAP RECOMMENI PANELEDGES PANELEDGES ZIP SYSTEMS ® SHEATHING WITH HARD COAT STUCCO AT 2ND LEVEL BLOCK TO FRAME TRANSITION) ese construction details are provided to assist in the installation of Zip System Op druict(s) and may not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details- ZIP SYSTEM ® TAPE (INSTALLED OVER AL JOINTS IN ZIP SYSTEI SHEATHING.) OVERLAP TAPE A MIN OF V AT ALL T-JOINT; 1/8" GAP RECOMMEN FASTEN ZIP SYSTEM REQUIRED BY ENGIN AND/OR LOCAL BUILE CMU M "LIF' SY5 I tMCRJ bHtA I h INLj IJ AF I'KUVtU I U REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT 2ND LEVEL BLOCK TO FRAME TRANSITION) hese construction details are provided to assist in the installation of Zip System 0 roduct(s) and may not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS ® SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENDED AT PANELEDGES ZIP SYSTEM ® TAPE (INSTALL OVER ALL JOINTS IN ZIP SYST SHEATHING.) OVERLAP TAPE A MINIMUM OF 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT F FASTEN ZIP SYSTEM ®SHEA' ENGINEER -OF -RECORD ANDK *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING IN SLAB ON GRADE These construction details are provided to assist in the installation of Zip System ®r� roduct(s) and may not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. TRADITIONAL HARD -COAT - STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. FOUNDATION I\ VERTICAL AND HORIZONTAL CONTROL JOINTS AS NEEDED. DESIGNER -OF -RECORD TO SPECIFY TYPE AND LOCATION. CODE -APPROVED WEEP SCREED AT BASE OF WALL METAL LATH MORTAR SETTING BED ONE LAYER OF WATER -RESISTIVE TOP OF MORTAR SCRATCH VAPOR -PERMEABLE BARRIER WITH A COAT IN ACCORDANCE PERFORMANCE AT LEAST EQUIVALENT WITH MANUFACTURER'S TO GRADE D BUILDING PAPER. INSTALLATION --ZIP SYSTEM@ SHEATHING* RECOMMENDATIONS *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. WOOD OR LT. GA. METAL STUDS TOP EDGE OF WEEP SCREED TAPED TO WALL SHEATHING WITH ZIP SYSTEM@ TAPE OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) ZIP SYSTEMS ® HARD COAT STUCCO AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System O product(s) and may not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. NATURAL OR MANUF — STONE VENEER. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOUNDATION DRIP EDGE FLASHING OR WEEP SCREED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AT BASE OF ZIP SYSTEM WALL SHEATHING ZIP SYSTEM® SHEATHING.* LATH *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. WOOD OR LT. GA. METAL STUDS ONE LAYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO GRADE D BUILDING PAPER TOP EDGE OF DRIP EDGE FLASHING TAPED TO ZIP SYSTEM SHEATHING SURFACE W/ ZIP SYSTEM TAPE OF ADHESIVE BACKED FLASHING. (MUST MEET AC148) ZIP SYSTEMS ® SHEATHING w/ ADHERED STONE AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System ® product(s) and may not apply to every situation. Manufacturer accepts no responsibility or Lability for the use of these or other construction details. L U ti O O U APEX0 LU z m LU w z ( d C, LLl t S Q true design studios 0 O —1 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 � 904.821.5200 p H � co c O D_ ® 0 U DoRsHOMN � < , R O J LL .. Q U z } 0 O J O z U w H x LU Q Uj U) � o w m � z w LU O U) a - O w -� Q O Q > z d. w 0 J W o W W Q 00 o LL t a ti x c� o z J O O z w 2 � U z Abbott Park x °- w - — LL a LOT 037-02 ILLI J Q Q U ID w PROJECT NO: 2021.011084 z 0 DRAWN: KAS w CHKD: JAC LL O 0 O u7 w J U z r 09-17-2021 O z REVISIONS: No. Description Date w U) w w J U U) 0 A405 z O DocuSign Envelope ID. 330532F8-9941-42ED-849C-09E31E5B197F WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. 1. FOLD INWARD at PT. A O 1. FOLD INWARD at PT. A 2. CREASE at PT. B ® FOLD 6 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 BOTTOM O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 6 ® ©FOLD at 77' WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES x ROOF/WALL SCREED • x x x 5x5 WALL FLASHING x x 60 \ 'y1i�N Z CL wF 0Z ZW d>- • • • FLASHING (SEE DETAIL) FELT UND Y WATER TIGHT SEAL �QoOe� (BEND OR SOLDER, DO NOT T) SHINGLE ROOFING 12 DRIP EDGE: OVERLAP 3', EXTEND 1/2" BELOW SHEATHING, FASCIA WRAP NOTE: INSTALL KICKOUT MECHANICALLY FLASHING AT BOTTOM OF FASTEN 4" O.C. MAX ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS BLDG PAPER UNDER 'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATIi WRB LAYER #1, STUC WRAP WOOD SHEATHING APPROVED HOUSEWF BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 ELECTRICAL RECEPTACLE / I /-- 7 2xSUB-BAND\W/1/2"X?NOTCH I� @ END, WRAPPED IN PEEL & STICK 1 DRIP EDGE 14 -� � 1!8' 7�'TEXTURED � 1 � r/i FINISH @ WOODTEXTURED FINISH @ CMU 1 1/8" iFv • / // \18' \ li METAL FASC�A WRAP FROM STUCCOI,/ FROM WOOD WALL EXTIERIOR WALL \\ __(FRAME OR \ NOTE: NOTCH FOR 2x6 SUB \ ROOF KICK OUT \ BAND ONLY REMOVED FOR CLARITY \ \ ROOF DECK (BEYOND) \\ MD10 Mnr'-� nrr �niei i SUB BAND DETAIL \1 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 �"x4" NOTCH @ ENC METAL WRAP FASCIA 2x6 SUB Bf DRIP EDGE EXTERIOR WALL (FRAME OR CMU) WALL WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 8n 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 a' 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 0-)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 EDGE OMITTED FOR CLARITY k1L (a-)- WALL W/ KICK -OUT SCALE: N.T.S. 1�- 5 � U r` O ° W APEX0 U W a) Z_ N W m w W W "000e.\ Z_ •-� 0 Z W tds Q true design studios N O —I 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p cn c O 0"HOMN' U O J LL ..• U Z a) C� O J O Z U W F- w W a LU Cn � 0 W m 0 D Z LU W O w Z_ O I- w IJ Q O Q Z w p o _j W 0 W W Q 00 ILL U— <t r X OZO O 0 Z W U Z Abbott Park a w LL a LOT 037-02 w Q - Q LU PROJECT NO: 2021.011084 z DRAWN: KAS w CHKD: LL JAC O 0 O LO U) W J Q U Z 09-17-2021 O Z REVISIONS: No. Description Date - - W - W 2 W - J Q -- U U 0 A500 z O 0 L>ocuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E5B197F ti O LO U O o, U) APEX . co LU z U) m ro 0� LU LU a z z tds W N Q true design studios O J 9000 REGENCY SQUARE BLVD. a) W SUITE 100, JACKSONVILLE, FL 32211 �! 904.821.5200 0 cn Of 0 UIRIHOMN ELECTRIC METER \ ELECTRIC METER - FIELD VERIFY LOCATION < } / FIELD VERIFY / \ LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) w PRE FORMED CONTROL 5/8" CEMENT PLASTER JOINT W/ STRIP LATH LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC � - - 0 ' J 12" WIDE SELF-ADHESIVE METER L- F FLASHING CENTERED UNDER ' Q CONTROL JOINT (CLEAN - CAVITY TO BE FILLED E MASONRY BEFORE APPLYING) WITH RIGID POLYMERIC U \ - ISOCYANOTE-POLYBLEN Z CD / FOAM ("GREAT STUFF" OR SIMILAR) U, / APPLY A SILICON BASE STUCCO FINISH _ SEALANT AT POINT THAT Q �T ELEC WIRE PENETRATES Z 5/8" CEMENT PLASTER / 6" SELF ADHESIVE U 12" WIDE SELF-ADHESIVE L ` OVER TOP & SIDES W FLASHING CENTERED UNDER i CONTROL JOINT (CLEAN \ SELF FLASHING X MASONRY BEFORE APPLYING) / \ UNIT d J PRE -FORMED CONTROL ( - ___-_ __ - - PROVIDE STUCCO Q U) SCRATCH COAT LARGER JOINT W/ STRIP LATH \ - — • PREMANUF. THAN THE ELECTRIC W METER CAN OR METER Q \ DRYER VENT CAP - CAN COMBO OR METER / (SET IN CONT. m 8"CMU j�,. — SEALANT) AREA TO RECEIVE CAN AND DISCONNECT STUCCO SCRATCH COAT Z I : SEALANT at & 1 COAT OF PAINT W/ LU❑ �W TOP & SIDES BACK -ROLL PRIOR TO O V ) ELECTRIC METER Z INSTALLATION O I— � W = Q O > � CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRICAL CONDUIT PENETRATION Z W W SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. o J W � � W LL LJLJ TOMV- WOOD CONST BEYOND Q ti FIBERCEMENT -OR- VINYL LAP WOOD SHEATHING SIDING OVER APPROVED W X WEATHER RESISTIVE HOUSEWRAP INSTALLED PER } 6" SELF -ADHERING BARRIER #1 l FINISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS Ur FLASHING I I: THREE COAT STUCCO FINISH ?V EXTEND HOUSEWRAP O Z WEATHER RESISTIVE WEATHER RESISTIVE WD SHEATHING (7/8" NOM) OVER GALV MTL LATH OVER NAILING FLANGE J O OVER 15# FELT OVER APPROVED O BARRIER #1 D_ BARRIER #2 (RE: STRUCT) �!i HOUSEWRAP WD SHEATHING LU z ❑ VINYL ANGLED WEATHER RESISTIVE Q\ X: RE: STRUCT CASING BEAD BARRIER #2 \ 5/16" X 7 1/4" LAP FASTEN TO WD STRUCTURAL ( ) - U Z (AM66-ANGLED-1250) 1 SIDING W/ 6 REVEAL MEMBER at 7" O.C. MAX - MTL DRIP FLASHING W/ LUI- Abbott Park � _ _ . / STARTER STRIP 7, " TO § " MID -WALL = HEMMED EDGE SET IN CONT X a- 1/2" 21 1 1 d / WEEP SCREED BEAD OF SEALANT W _.-__ _ ____..--___ LL 8" CMU I I CORNER BEAD I DO NOT CAULK OR - TRIM (RE: ELEVATION) a- LOT 037 02 J _ (FASTENER & 6" SELF -ADHERING < . SEAL OPENING - Z_ d Q °z o SPACING at 7"O.C.) FLASHING : •' -- -... `� g -- EXTEND 12" SELF -ADHERING - -- - - G- m ¢ N GALV D METAL — %��—�; MEMBRANE FLASHING OVER U Fr 117GALV'D METAL "Z" WINDOW FLANGE SET IN CONT (n U) _ N "Z" FLASHING _ ___ FLASHING 6" WIDE STRIP SELF ADHESIVE BEAD OF SEALANT ❑ J •• • ' J _ . ___ ;., FLASHING, CLEAN MASONRY '�' _ DO NOT CAULK OR 1 1/4" X 6" SIMULATED - BEFORE APPLYING — VINYL FLANGE CASING BEAD PROJECT NO: H SEAL OPENING -- — - -- - - - - — INSTALLED PER MFR WOOD TRIM MEMBER - - -- -- 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) 2021.011084 z CMU STUCCO TEXTURED PER COMMUNITY 1 1/4" X 6" SIMULATED CASING BEAD SPECIFCATIONS 1/2" (MIN) STUCCO FINISH DRAWN: VINYL CASING WOOD TRIM MEMBER .' ,:' y:: TEXTURED PER COMMUNITY KACv W SPECIFCATIONS _ BEAD (AM66-1250) CHKD: 1/2" (MIN) STUCCO FINISH � _ ❑ 1/2" (MIN) TEXTURED LA TEXTURED PER COMMUNITY SEAL GAP W/ CAULKING _ LI_ FINISH at MASONRY SPECIFCATIONS OR APPROVED SEALANT / . JAC O STUCCO CASING BEAD STUCCO SIDING O Lo RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) U) W SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. Q SCALE: N.T.S. U U) U) 0 z_ CMU WALL W/ SELF ADHESIVE -OR- FLUID CMU WALL W/ ❑ 1/2" (MIN) STUCCO FINISH TEXTURED 48' STUCCO FINISH APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) CMU LINTEL (RE: STRUCTURAL) 1/2" (MIN) STUCCO FINISH ' 0 PER COMMUNITY "GYP (RE: STRUCTURAL) EXTEND UP AT JAMBS (4" MIN) Y�" GYP BRD OVER k�" GYP BRD OVER (RE: STRUCTURAL) 09-17-2021 U' SPECIFCATIONS 12 " GYP BRD OVER PRE -SHAPED STUCCO BAND BRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED 1x2 TREATED Z 1x2 TREATED W/ SLP TOP INSTALLED PER 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS FURRING STRIPS FURRING STRIPS at CMU WALL (TYP) - _ MFR WRITTEN SPECS (RE: ELEV) FURRING STRIPS at CMU WALL TYP ( ) - WRITTEN SPECS (RE: ELEV) PRECAST CONCRETE SILL at CMU WALL (TYP) CONTINUOUS BEAD OF SEALANT at CMU WALL (TYP) CONTINUOUS BEAD OF SEALANT REVISIONS: FLANGE CASING BEAD SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN WOOD BLOCKIN SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN 48' BACKER ROD W/ SEALANT PT 1 x4 SELF ADHESIVE -OR- PT 1 x4 SELF ADHESIVE -OR- No. Description Date MASONRY BEFORE APPLYING) MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD PT 2x4 FRAME ANCHOR FLUID APPLIED PT 2x4 FRAME ANCHOR FLUID APPLIED --- W ---- PT 1x WOOD BUCK VINYL FLANGE CASING BEAD PT 1x WOOD BUCK" VINYL FLANGE CASING BEAD GYP BRD OVER 1x2 TREATED INSTALLED PER MFR WRITTEN SPECS (TYP) SHIM AS NEEDED FLASHING (CLEAN MASONRY BEFORE FLASHING (CLEAN MASONRY BEFORE W SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFR FURRING STRIPS _ CMU STEMWALL W/ gpp�ylNG� FRAME SHIM AS NEEDED gpP�YING, METAL DOOR FRAME - ------ - H WRITTEN SPECS (TYP) WRITTEN SPECS (TYP) at CMU WALL (TYP) §8' STUCCO FINISH METAL DOOR W 48" BACKER ROD W/ SEALANT 48' BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR - --- - ---- J INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR Q U CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CMU SCALE: 1 1/2" = 1'-0" SCALE: 112" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1 ti2" = 1'-0" SCALE: 1 ti2" = 1'-0" A501 Z SCALE: N.T.S. O 1w DocuSign Envelope ID 330532F8-9941-42ED-849C-09E31 E5B197F LO W) C� P N L IRR GFI'` AFI / 3 GFI ..... _ ::.. ..... GN..._...,.....GFa .GFI. _GFI GFI ~— : -------------- ,� --� \ V a °,�.... I .... ......... t GFI ' � GFI. ...... `GFI _ i I C 1 C+GF 0� ,7 ~_ : -_ �-�; LL M ¢T AN �. Ist LEVEL ELECTRICAL PLAN 1/4" = 1'4' WHEN PRINTED ON 22"x34" ----------- ----------------------------------- ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON t3 CHIME DOOR BELL CHIME 3-WAY SWITCH 4-WAY SWITCH GARAGE DOOR BUTTON �p DIMMER SWITCH GARAGE DOOR OPENER 220 VOLT OUTLET G GFCI DUPLEX OUTLET I DUPLEX OUTLET CEILING OUTLET CLG AFCI DUPLEX OUTLET (6 FLOOR OUTLET JUNCTION BOX ® SMOKE DETECTOR (6 JB © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET PANEL SERVICE PANEL - --- - SERVICE METER PH TELEPHONE OUTLET — GARBAGE DISPOSAL - (D M -- WALL MOUNT LIGHT {� SINGLE SCONCE V V DOUBLE SCONCE FLOOD LIGHT ® STAIR LIGHT BATH FAN -VENT TO EXT STRIP LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT CLOSET CASTER CASTER LIGHT PULL CHAIN LIGHT UNDER CABINET LIGHT KEYLESS LIGHT 4- FLUSH MOUNT LIGHT -_ HANGING HANGING LIGHT �PNDT HANGING PENDANT {y MINIATURE PUCK LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT ®FIR FLUORESCENT LIGHT RECTANGULAR ROUND PRE -WIRE FOR CEILING FAN( CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN W/ CEILING FAN LIGHT ROUGH -IN ti o � v u7 ? � _O Z O co APEX U) U W a) z_ U Q m � tds III�� W W � z z W Q true design studioself j O J 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 ZO 904.821.5200 p cn c O (L 0 ' a) 041H09ON Q ♦ % O LL .. U Z C7 0 Z U W F_ x W W U) Q w m o z W w O c� Z O Q G w J O Q > Z d• W 0 _j w O w w 00 o U_ r u- x 0 0 O 0 z w U z Abbott Park a w LL °- LOT 037-02 w Q U U) 0 w PROJECT NO: I- 2021.011084 z DRAWN: ww ��++ U) KAS w CHKD: JAC ILL O 0 O to U) w J Q U U) U) U' z_ U) 09-17-2021 0 z REVISIONS: No. Description Date w U) - w w Q - - U U) O El 00 z O 0 DocuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E5B197F DESIGN CRITERIA AND LOADS • II Buildina 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 .................................. 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 ROOFTRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN FLOOR JOIST OR TRUSS ............................... LL / 480 TL / 360 BEAMS'.............................................................LL / 360 TL/240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED Y4' 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 WIDTH* 8 FT PRESSURE (PSF) +25.4/-32 10 FT +25.02/-30.4 16 FT +24.1 /-28 18 FT +23.9/-27.5 *GARAGE DOOR HEIGHT MAY BE 6'48" UK HI(3HEK END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1 ST 4.0' PER FIGURE R301.2 (7) 4.0 FT 1 ST FLOOR (TYP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS AIrITCC '2 A W O STUCCO AND DIRECTLY MIN 1532" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%e' 24/16 - ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE W I- N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. wH v J ? ALL OTHER VENEER MIN Y6" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL a- (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 U rn TILE AND METAL ROOF MIN' Y32' 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION = (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-03 NAILS: 4" O.C. AT PANEL EDGES AND o 6" O.C. IN THE FIELD 0O w � MIN 7/6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 00 x 0 SHINGLE PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2Y32' T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN Y8' 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 3" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 153z" 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 HELP REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. '%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 %e' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 1Y32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32" 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 NOTES 1. 2. 3. 4 DIAMETER LENGTH 8d COMMON 0.131" 2-1/2' RSRS-01 0-113" 2-Y8' RSRS-03 0.131" 2-Y2' 10d x 1-Yz" 0.148" 1-W. 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-Y4' 16d SINKER 0.148" 3-Y4' 16d COMMON 0.162" 3-%" 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. TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. 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'/2' 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. NOTE: 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 OF THE FRAMING PLAN 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 KJOTFC 0 1 A MITEK & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS (8)% X 1 %" SIDS SCREWS 8)%" x 1' z"WS15-GC DTT2Z IN STUD W 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 0 x 4'/2" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/z"IN (18)0.162"x2'/z"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 '/z" MTW12 (7) 10d x 1 '/z" (NOTE 2) 48" 0 x 6" EMBED ANCHOR 48" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 1/2' IN (26) 0.162" x 2 1/2' IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) 48' 0 x 6" EMBED ANCHOR §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 7/8' 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 38" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 ''Y." IN TRUSS (7) 10d x 1 M." 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) /a x 2 /• TITEN MSTAM36 WOOD FRAMING , „ , „ (5) /• x 2 /a TAPCON IN GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY (8) 10d x 1 1/2' IN TRUSS (9) 10d x 1 W IN TRUSS (11) 10d x 1 Y2" IN (11) 10d x 1 %" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER (11) 10d x 1 '/2' IN HTW20 TRUSS/RAFTER (11) 10d x 1 %" IN GROUTED BLOCK WALL GROUTED BLOCK WALL STUD STUD (12)10dx1''/2'IN (8)10dx1%"IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) 48" 0 x 7" EMBED EPDXY §8, 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4)'W x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1 Y2' IN (5) 8d x 1'/z" IN ABU66 %" 0 x 7" EMBED EPDXY PAU66 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1 Yz" IN RT7AT (5) 8d x 1 Yz" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 11/z" IN (5) 10d x 1 Yz" IN HUC48, HU28-21 HEADER HD481F, HD28 2, HEADER H8 TRUSS (5) 10d x 1 Yz" IN RTSA TRUSS (5) 10d x 1 Yz" IN HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM 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) W x 2 W TITEN (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SIDS '/;' x 2 Y2' (1 (12) WS25 %;' x 2 Yz" (4)/;' x 1 /2' SDS SCREW 4 '/;' x 1'/z" WS15 SCREWS () IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)Y." x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO MITEK EQUIVALENT (4) SIDS x 1 W SCREWS (4) %" x 1'/z" WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER '/;' HGAM10KT IN TRUSS/ RAFTER (4) %;' x 13h" WEDGE BOLT (4)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 201 9-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 W 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 W 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF W 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. LEGEND OR LINO FOR EW OSB WSP SYP SPF CONT O.C. LSL LVL PSL SYS 42 2 2 STUDS w 2 ANCHOR � � "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNLESS NOTED OTHERWISE ON PLAN OR DETAIL ENGINEER OF RECORD EACH WAY ORIENTED STRAND BOARD WOOD STRUCTURAL PANEL SOUTHERN YELLOW PINE SPRUCE -PINE -FUR CONTINUOUS ON CENTER 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/" WIDE, UNO. (3'/V WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/" BEAM) 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/;' WIDE 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/z" WIDE, UNO. PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS W ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, LINO. - ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION 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 TYPE OF STRAP CONNECTING HEADER TO JACK STUD KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # - NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 - 1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 '/•" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 38" 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. UNO 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 1-1/2' @ 16" O.C. OR •DSPw/(14)10dx1-Yz"@16"O.C. OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. LO I- O z co W w z_ U) Z) m Of w z_ 0 z w 0 0 LL _O F- CL ly 0 0 LL Q z 0 O x w F- w 11 Q Ib 0 LU O w Q z (1) O F- F- U_ LL W } 0 O J O z 2 U w I- x w Q 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 0 APEX "01c 0 Q 1✓ s tds .Q true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 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 �nd the signature must be verified y a 3rd Party Certificate Authority n any electronic copy W U) W W z O �Uj VJ J Q p W Q J W I ti x z O 0 w F- z Abbott Park ---- LL LOT 037-02 w _ J w PROJECT NO: F- 2021.011084 z DRAWN: KAS LU CHKD: LL MJP O 0 O LO %% J5-� tN LqN�w U No 85166 (n * : (A Oocu$igned by: 0 11ttt. • Ct z p : T#T cQ Z .v 4 A F435�; (v� o -,,°Ts;�� OR,aP��,; %%. 0 C 09-17-2021 (D z REVISIONS: < No. Description Date U) w Q U U) F- O ST=1 O 0 CMUIMETAL CONNECTOR ENGINEERING W� .r.ywwn., _ 1 , n. •i _uuna�un,I.E!�^.!'lAp ••ea n �I� DocuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E5B197F U 8'-4" 65-0" 35'-0" 21'-8" ■-- - - - - -- ■ ■ ■ I -• - --I - ■ ■ ■ ' •----1 ■ r— — — — — — — — — — — — — — — — — — — — I— — — — — — — — — — — — — — — -...— — — — — — — — — — — — —-- - --- - I C ■ I I � 2) TOTAL NI 5 ( I T-2.D of L. T-2.D I of00 1 - I I —II 13-82 -7 I 14 -4 4'-5" I — — — — — ——�— — — — — — — — — -- . ,K---—T I ■ I g I I I I I � I C� OPT z , ■ � I0 I A I0 O I I LL I q UNDER DOOR 1 I g 10 I I � I Iw I I 4.. ■ I I ■ ■ ■ I I 4 5 (; -----� NI I T-2.D �----- T-2.D 011 I I I ■ — ---T--------- - - - - - J ■ O _ _ ■ ■ ■ ■ o I I + 5'-9" I 14'-2" I 1'-9" I I I 1 , I I s ■ I I OPT T-2.D -- N I I ED I I 1 4" I I T-2.D I I_. .... . . .... ....... m.._._... _. _ . .... L ■ ■ ■ 1 ...... ...... ..... ...... ... - - - - - - - ° ° - - - - I 0" M ■ I T-2.D .. ".. I � 1■ I N 9'-101, 17'-1" T 7 1/2" T-8 1/2" NI OPT T---------------------- ------- ,� (Dl 4 1/2" 16-2" 8'-2" 2'-10 1/2" 12'-9" '� _ I ■ Cl) I -I- - - - - - - -------- ,� ---,�--------- 0 .`— I I I I I - 0 I I T-2.D I I I I of ,. _.., I■ ALTERNATIVE ■ I I i I I I AC COND _.. LOCATION a,l r - - - I I T-2.D NI - I (3) TOTAL I I L---------- - - - - -- -. - _ -- -...- ---NI --- ----- NI-- - - - - - - - - - - - - - - - - - -- o L — — — J ■ ■ ■ ■ ■ ■ ■ ■ ■ — — — 4'-4" - 56-11" 6'-1„ - - 65'-0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 0 co ifl 0 0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D. FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN ❑A 8"x8" DEEP THICKENED EDGE w/ (1) #4 CONT ❑C 16"SQx12" DEEP FTG ❑E 30"SQx20" DEEP FTG w/ (4) #4 EW ❑G 48"SQx24" DEEP FTG w/ (5) #4 EW, T&B 2"0 VENT TO ROOF I I I I o, I ❑B 12" DEEP FTG UNDER BOX COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN ❑D 24"SQx20" DEEP FTG w/ (3) #4 EW ❑F 36"SQx20" DEEP FTG w/ (4) #4 EW #5 VERTICAL DOWEL TYP U AS SHOWN, SEE MASONRY NOTES ON ST-1 2"0 VENT �TO ROOF I KS-1 I` IT 0 I` O 07 W _z Z) m Of W z z W IY O J LL O H O a - Of U Q 0 LL Q U z O J z W X W a- X m 0 Lij LU Q U) Z) O U LL Q fn 0 0 O 2 LU X W a Q 0 U Q 0 APEX0 4/0e\ O 1✓ tds true design studios 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p 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 nd the signature must be verified a 3rd Party Certificate Authority .Jby n any electronic copy W v W 0 � Z LU O to J Q O q W Q W ti X O 0 w z Abbott Park W U- LOT 037-02 W LU t] PROJECT NO: 1- 2021.011084 — z DRAWN: KAS W CHKD: MJP L� O 0 U) • No 85166Docu (n U) .jWned by: i •. 3F A) CUF Z �. 4 A F435�'� At 09-17-2021 O z REVISIONS: No. Description Date W - W -- F_ J Q -- L) co H O ST=2 CMUIMETAL CONNECTOR ENGINEERING r - DocuSign Envelope ID. 330532F8-9941-42ED-849C-09E31E5B197F 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 s16' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER D o FLUSH w/ 3000psi CONCRETE. - I ° - EXISTING FOUNDATION. D ° G D ID I \ ° D 8" CMU WALL OVERHANGS LESS THAN 1" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0' _0" A.F.F. SEE ARCH a - ° -- - -- - - - - (MAX 20" ° ° -4 a ° DEEP) //\ 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *PEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH --°--Q Q-----a - --9--- 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 CONTINUOUS FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB oL BLOCK W/ (1) #4 OR #5 CONT. - - - - - - - - w QQ o VAPOR BARRIER �� j\� Lu LU o X #4 OR #5 VERT REINFORCING -V, UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. 1% L/ FOOTING TO BEAR ON FIRM //�\\� \/\\/ #5IN 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. U-0" A.F.F. _ (BEYOND) FLOATING CONCRETE Lu U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U J (1) #4 OR #5 WWF OR FIBERMESH > Q ¢ CONT D ♦LU LU H W FINISH _ O GRADE 0 xx \ \ \ ui #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. L -o FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W42) #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. GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL - TO BOTTOM OF WINDOW SILL �, CMU STEMWMON O NO LITHIC SLAB 3 %' CONCRETE SLAB W/ 6x6 WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH CONTINUOUS TO EXTEND MIN 24" MINIM�2/-,(I)#4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE - � MIN 24" LAP 4 a MIN. 3" EDGE DISTANCE I "VARIES PER 36" MAX ARCH PLANS6x6 W1.4 x 4" CONCRETE SLAB W/ 04 ° STRIP OF WWF FROM F.F.E. TO - - _ - - - _ - -<- - - -• OR FIBER MEISHF \\//\\�T\7/\\� %\\/ BOTTOM OF FTG. WWF TO -- - - - - - ° . //\//\//\ \iI ° - a ° D w Z L- s • - = - - - --,/\/\/ 12" MIN ° \ VAPOR BARRIER 3 D - - -� ° - ' D - U) O ° $ ° • #4 OR #5 //� //�\ \ //\\/� i °' • / \ UNDISTURBED SOILON FIRM EXISTING FOUNDATION FACE w/FOOTING TO BEAR (2) ROWS OF 11s' DIA. TAPCONS / Ix � \\ OR CUT NAILS @ 24" O.C. COVER ° ° O ° ° • ° REINFORCING PER \ FLUSH w/ 3000psi CONCRETE. f D M •, ° o ° 4 s ° SECTION MONOLITHIC FOOTING 6" OPT. EXTENSION b ° EXISTING FOUNDATION ° ° • ° a IN BRICK LOCATIONS i I ° FOOTING TO BEAR ON FIRM ON FND PLAN UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) ° • ° � 4 ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT D °° MIN12" /\\/\\/\ BAR IN BRICK LEDGE //\///\//\//\//\\ 16" UNDER 2 STORY WALL W/ (3) l ° 4 ° /�\//j //� //\////\\/\ #4 OR (2) #5 CONT • D a, ° \\11\T71�� \\Tt\\ \\ \\ \//\\//\//\// 8" CMU WALL OVERHANGS 2.5" OR LESS /%/%�/%�%�/%/%/%/i /%�/%�/%\//%//�/'� 'STEMWALL FOOTING TO EXTEND MIN 1 MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH \\/\\/\\/\\/\\/\\\� i\\\\ 12" BELOW MONOLITHIC FOOTING \\\\\\//. NOTE : IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" NOTES: \ \ \�\\ • ADDITIONAL #4 OR #5 VERTICAL TO BE \ � LOCATED WITHIN TRANSITION ZONE FTG DETAIL SPECIFIED ON THE FDN PLAN @ANY LOCATIONS THAT THE FTG • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO REINFORCEMENT IN LAST STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. STEMWALL CELL TWO CHOICES: • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" a, E, ALL OTHER EXTERIOR WALL N � O'' j\ p ° CLADDING -MIN 8", U.N.O. ON ARCH O VAPOR BARRIER Z o \, o , 2" MIN �/\/\/\/\/\� APEX -C \\ ° \/ /\//\//\//\//\//\ W W Sc . /\ ..• �\ Z cu FOOTING TO BEAR ON / Q. FIRM UNDISTURBED 6 OPT. EXTENSION IN BRICK CA � SOIL LOCATIONS ON FND PLAN m 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W III �l BAR IN BRICK LEDGE W p 16" UNDER 2 STORY WALL w/ Z (2) #5 OR (3) #4 CONTINUOUS Z W ts 1 MONOLITHIC FOOTING SECTION Q true design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" O • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY -1 9000 REGENCY SQUARE BLVD. a) FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY W SUITE 100, JACKSONVILLE, FL 32211 PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. 0 904.821.5200 0 CONCRETE SLAB w/ 6x6 ~ (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR Cl) SH FIBERMEO. _ o 01HOMON' ° e a �\xI ,\ ,� ,, 16" VAPOR BARRIER 0 ILL Q Q CI 3 BEARING WALL FOOTING SECTION CU z � CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR O FIBERMESH This item has been electronically Ahl 0'-0" A.F.F. = signed and sealed by Justin M Lanier, _ SEE ARCH PE on the date and/or time stamp a \° DETAILS W shown using a digital signature. a Printed copies of this document are not considered signed and sealed 8" MIN x nd the signature must be verified \ Wy a 3rd Party Certificate Authority Qn any electronic copy 8"x8" THICKENED 8" W FTG AT Q STEP-DOWN, SEE VAPOR BARRIER � � - PLAN100 CURB STEP SECTION o = Z W 4 z Q U) 8" UNDER MASONRY WALL 0 - W CONCRETE SLAB W/ F6" UNDER WOOD WALL O 6x6 W1.4 x W1.4 WWF z OR FIBERMESH Uj' I VARIES SEE ARCH 0 Lu -- - - ° - 4� _ a (MAX 16") O _ Uj Uj Q o ° \�/%\fix/-\�%\�%\/ �/ /\~00 \/\/\/\/\/\/\ F- \/\ ° \/ 12" MIN%\\/\\/\\/\\/\� U �W \/ / TOM ILL VAPOR BARRIER \/�\a Q X 6" OPT, EXTENSION IN BRICK } - LOCATIONS ON FND PLAN Ur 12" UNDER 1 STORY WALL w/ j 0 (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0 BAR IN BRICK LEDGE Z W 16" UNDER 2 STORY WALL w/ _ H (2) #5 OR (3) #4 CONTINUOUS U Z Abbott Park 5)FOLLOWING GARAGE EXT WALL CURB SECTION X c- CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W LL OCCUR: aQ LOT 037-02 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" --- - J • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH (MAX 20" a ° DEEP) a /04 0° 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER 16" UNDER 2 STORY WALL w/ (3) #4 OR (2) #5 CONT *-REARING CURB STEP SECTION TYPICAL REINFORCING THICKENEDBARS AT FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS I II HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Q U 07 0 W PROJECT NO: f- 2021.011084 z DRAWN: - U) KAS uJ 0 CHKD: ILL MJP 0 0 O Lf� `��ttri�rrrrrri W -CIN LqN w i No 85166 (n ' r (n= r * ' Docu$Igned 6y: V ; * -+ r ^ .. yet •• r r :Iz AA n � ` A F435. ,' �i�F` •'c� O R I 09-17-2021 a Z REVISIONS: No. Description Date - W 07 - W W J U ST Z ■ O 0 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E5B197F GENERAL MASONRY NOTES DC1 ED A. N i0 1 st LEVEL STRUCTURAL 1/4" = 1'-0" WHEN PRINTED ON 22"x34" PLAN • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 8U LINTELS MAY BE FILLED OR UNFILLED. • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN N INDICATES GROUT FILLED CELL WITH NO REINFORCING NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN 0 (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN I I OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Do 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.0 • 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 16' - 0" GARAGE L-2 - - 8U8 8U8 8F-16 5' - 6" 3' - 0" 6' - 0" L-3 L-4 L-5 8F-16 9' - 21' --- L-6 8F-16 8F-16 8F-16 7' - 5" 7' - 11" 7' - 8" REAR PORCH REAR PORCH REAR PORCH L-7 L-8 L-9 8U8 4' - 6" ELEV B & E O (A W z_ m W W z z W O J LI _ z O U go co rn � oO N / 1 ¢ O J LL 2Y V } 0 O J O z 2 U W W a. x 00 z O W Q U) n O I— I— U FL } O O _J O i U W x W a. U y 0 APEX 0 t S 1✓ true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 (D 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 nd the signature must be verified a 3rd Party Certificate Authority ..[by n any electronic copy W v W Q — 1■1� � Z W O Q - c) J Q O W 0 J W ti x O LU I— z Abbott Park --- LL LOT 037-02 W U fn 0 W PROJECT NO: I- 2021.011084 z 0 DRAWN: KAS W 0 CHKD: LL MJP O a O u7 i No 85166 to * ; 00 'Jigned by: i A 5A A F9EFF 4 435..;441 09-17-2021 O z REVISIONS: No. Description Date C' -- W U) W -- ¢ -- U U) I— O ST=3 O CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E5B197F 1st LEVEL ROOF FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" 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 200 2x12 12" 15'-5" 19'-11" 23'-9" 26'4" - 16" 13'.4" 17'-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16'-10" 1T_9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25'4" 26-0" 16" 11'4- 17'-8" 23'4" 26-0" 24" 9'-10" 16-6" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING). OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 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 %a" 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) %' x 4-%" LONG #14 WOOD SCREWS PT 200.................................(7) W x 4-'Y2" LONG #14 WOOD SCREWS PT 202.................................(9) %' x 4 '%" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6. ANGLE & LATERAL BRACES MAY BE OMITTED PROVIDED GABLE TRUSS IS ANCHORED TO MASONRY W/ META12 OR GREATER @ MAX 24" O.C. U 0 ro rn 0 N I— LO I` O W z_ t>7 W W z 0 z W O J IL O F- O a. O U O J LL_ Q U z } O J O z U W W a- X Q m W z O W Q O F- F- L.L. Q W } O J O z 2 U W F- X W Q E O U Q O APEX 4; tdsQ L true design studios >� 7 9000 REGENCY SQUARE BLVD. ate) SUITE 100, JACKSONVILLE, FL 32211 c Cn 904.821.5200 p ai 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 ■end the signature must be verified ■by a 3rd Party Certificate Authority any electronic copyWn W Q — Z LU O a - v) J Q p W Q � � W W 00 W o LL M ti X O 0 W F— z Abbott Park a ILL. LOT 037-02 W Q U U) W PROJECT NO: 2021.011084 z _ 0 DRAWN: KAS LLLI 0 CHKD: LL MJP O 0 0 LO 14 ,�t►►►►►�rrrrrr Uj E NAB/F,'� � J U No 85166 cn Docujignedby: rn �f _ z O•� 1F46F1)AC[12F435_ •��: % 0 09-17-2021 O z REVISIONS: No. Description Date W U) - -- W LU - J Q U U) O ST=3A O CMUIMETAL CONNECTOR ENGINEERING 7':cuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E5B197F *11 TRUSS TO TOP PLATE, MOISTURE BARRIER UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 E_ TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL (,y:L�rr.Il�[el:�x�lgll:��ul�►1U� 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 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. '/2" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR '/z" WEDGE BOLT W/ MIN 4%" 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) ROOF- CONI U 0 2x NO 2 SYP BLOCKING TO FIT TIGHT N BETWEEN TRUSSES, (3)10d TOE -NAIL @ N EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" FOR MISLOCATION Y8 <X<1 k�" � — — — — — — — — 3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d (1) #5 BAR CONT. I MIN 19/32' EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 11 " <X HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST a DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE FACE g 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: MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY FCORNERS 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. POURED CELL w #5 BAR CONT FROM BEAM TO FOOTING 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 7 6 5„ 11 ,16 3 3/4" 3 3/„ 6„ 2 %4, 33/4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH. • (2) ROWS 'W DIA. @ 30" O.C. STAGGERED • (2) ROWS %s' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x—PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED W) 1x— PT NAILER BUILT UP 2x ATTACHED TO MASONRY, (1) PLY 1x— OR �d OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORNVINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) � O � U LO O O W APEX -C C/) U W N z_ v U) tis m x W W z 0 Z tds W N QQ true design studios O J 9000 REGENCY SQUARE BLVD. a) W SUITE 100, JACKSONVILLE, FL 32211 z0 904.821.5200 p to C O � N 0 U 04HOHO190N, N L Q a' O J U_ Z } 0 O J O Z This item has been electronically = signed and sealed by Justin M Lanier, U PE on the date and/or time stamp W shown using a digital signature. Printed copies of this document are not considered signed and sealed x nd the signature must be verified W .1by a 3rd Party Certificate Authority Qn any electronic copy x LU w m o = Z LU W Z O U) O Q I- W =< O Z W W W O J - W w/ ¢_ H 0 LL F— 0 rLL LL Q ti x Oz J O O 0 z W U Z Abbott Park x la- w w_ a LOT 037-02 W Q _._ J Q U 0 0 W PROJECT NO: F- 2021.011084 z 0 DRAWN: Fn KAS W CHKD. MJP LL O 0 0 , JSI114 . E N NSF �W U NO 85166 W � r xram' Z XTAMPEFF435000 .0 Al � C� . N A' 09-17-2021 O z REVISIONS: No. Description Date --- W co w W ST Q U H O Z =5 O 0 CMU/METAL CONNECTOR ENGINEERING I DocuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E56197F BOND BEAM REINFORCEMENT w b" rj (SEE WALL SECTION) J 0 w FILL SOLID TO BOND BEAM U rn w "a 0 8 F - # r DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8 F-# • BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED 0 0 -- 81.18 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL SEE PLAN. w J 0 w U co w w U) a BOND BEAM REINFORCEMENT (SEE WALL SECTION) — FILL SOLID TO BOND BEAM LINTEL REINFORCEMENT 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-# PROVIDE FLASHING AT WALL INTERSECTION 2x8 SYP PT LEDGER TO BLOCKING W/ (2) ROWS 10d @ 8" O.C. STAGGERI 2x8 SYP PT RAFTERS @ 12" O.C. W/ (3) 10d TOE -NAILS TO LEDGER AND (2) 10d TOE -NAILS T BEAM 2x12 SYP PT BEAM W/ (3) 10d TOE -NAILS TO EACH BRACKET PREMANUFACTURED 8 Q 4x4 STRUCTURAL v BRACKET BY BUILDER TYPICAL PRE -CAST LINTEL OPTIONS 8'-1" ABOVE F.F.E. OIL ILai 0i19 GARAGE DOOR Y ABOVE- F.F.E.F.F. 4'-9" ABOVE F.F.E ABOVE F.F.E.F.F. 4.OF OPENING 2x6x12 I CENTEI " DIA. ANCHOI 2x4 PT TOP 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) �" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/i' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 ''/:" x 416" 0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB - F.F.E. GARAGE DOOR JAMB DETAIL 2x6 NO.2 SYP CONT. NAILER FASTEN CONTINUOUS NAILERS - - • TO MIN 3" DEEP SOLID FRAMING WITH (2)%" x4'/i' LAGS OR WOOD SCREWS @ MAX 16" • SOLID FILLED MASONRY W/(2) ROWS %" x 3" TITEN OR TAPCON @ 12" O.C. STAGGERED TOP CHORD/RAFTER TO NAILER W/ MIN (4) 8D COMMON TOE -NAILS PRE -MANUFACTURED ROOF TRUSS OR 2x4 NO.2 SYP AT 24" O.C. FASTENED TOGETHER WITH (6) 8D COMMON. MAX 4'-0" 2x4 NO.2 SYP CONT. NAILER --Z SHEATH ASSEMBLY FULLY PER STRUCTURAL PANEL SPECIFICATIONS, ST-1, FOR ROOF SHEATHING. FASTEN EACH TRUSS/JOIST TO NAILER W/ MIN (4) 8D COMMON TOE -NAILS. D4 SHED ROOF DETAIL MOISTURE BARRIEF BY OTHERS TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) (2) 2x8 SYP BLOCKING W/ (3) 10d TOE -NAILS EACH END. BRACKET TO SUPPORTING MEMBER W/ 44" ❑ GALVANIZED THRU BOLT W/ NUT AND 2" SQUARE 04" THICK WASHER AT EACH END. COUNTERSINK AS NEEDED .r TRELLIS DETAIL AT GARAGE 4_1 MOISTURE BARRIER BY OTHERS ROOF DECK ROOFTRUSS OR RAFTER TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2; SHEET ST-1 (PORCH CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) 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 BRAC1= SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) \ ROOF DECK — PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA tE BARRIER IRS Y LINTEL J ROOF TRUSS TO WOOD BEAM w/ H2.5T, RT7AT, OR SDWC15600, U.N.O. PORCH BEAM PORCH BEAM TO POST: (1) MSTA24 POST TO SLAB: ABU POST BASE ANCHOR OR DTT2Z (UNLESS NOTED OTHERWISE) FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 I 8'-0" OR AS SHOWNOI FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR -' FROM DIAGONAL BRACE TO CMU ;y = 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. 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1)H2.5Tw/(10)8dx1'/2" 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER — GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1-%" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT APPROXIMATE 45' ANGLE TO NO LESS THAN (3) TRUSSES. - (CONTINUOUS LATERALRESTRAINT (CLR). QUANTITY AND LOCATION DEFINED BY TRUSS SHOP DRAWING. r APPLIED TO EITHER ` SIDE OF WEBS IF LATERAL RESTRAINT MUST BE MADE OF MORE THAN ONE PIECE, DO SO WITH OVERLAPPING BRACES LIKE THIS (TYP EVERYWHERE) II II 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-63, MOST CURRENT EDITION. 1 =6" MAX 6'MAX �J6' 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 _" MAX _' MAX _" MAX TO EACH FACE OF WEB. TOP OF WALL CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEBS P IED ALTERNATEING PBER CLR ZE T 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' 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. J VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM I i PRECAST LINTEL SEE SEE PLAN r_-- - PLAN i EXTEND REINFORCING TO Ti END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS � I r-_ SHOWN. ----- MIN (2) SOLID FILLED & i REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO �- - GARAGE DOOR OPENINGS. i- — NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER i NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED I CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND i AT BOTTOM. CONCRETE FOUNDATION WORK SH PER PLAN � � I i i I I i i I GARAGE SHEAR PIER ti O LO U ti cy0 c APEX U U LU N Z_ W 0 m W W LLJ Z +; 0 Z W tds N a true design studios 0 w O 1 9000 REGENCY SQUARE BLVD. N ILL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p O CY CY Q_ 0 DoRtH019ON "0 0 ' U L O J LL Q U Z 0 0 ZThis item has been electronically = signed and sealed by Justin M Lanier, U PE on the date and/or time stamp W shown using a digital signature. Printed copies of this document are f— not considered signed and sealed x nd the signature must be verified Wy a 3rd Party Certificate Authority Qn any electronic copy W W 00 o = z �♦LL^I W Z O VJ — a W .J Q 0 Q > Z W p o W W Q LLLL T LO X O Z 1 O O Z W 2 � U Z F- Abbott Park a X _ a LOT 037-02 W Q J U U) 0 PROJECT NO: I — 2021.011084 z - - U' DRAWN: KAS W CHKD: 0 MJP p O LO `,i W N. JS�(IN LgN�F �W U No 85166 (A * ;* W r + 0 cuS C lgned by: ' n **.. V � ., Z s (Q� .. ��� 4 A F435.,' offsittt 09-17-2021 O Z REVISIONS: Q IX No. Description Date 11 W W - W W - J Q U ST1 O O ^ 0 CMUIMETAL CONNECTOR ENGINEERING