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HomeMy WebLinkAbout38299 Springhead LnDocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 DRAWING INDEX ARCHITECTURAL i SHEET NO. ISHEET NAME A000 A110 ARCHITECTURAL GENERAL NOTES 1st 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 B Abbott Park, ELECTRICAL SHEET NO. ISHEET NAME E100 1St LEVEL ELECTRICAL PLAN LOT 002=04=1C ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY CF 'EPHYRHILLS ORDINANCES REVI.EVy �ATE CITY'OF ZEPHVRH PLAN EXAMINER BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2020 FL BUILDING CODE - FUEL GAS: 2020 FL BUILDING CODE - PLUMBING: 2020 NATIONAL ELECTRIC CODE: 2017 FL BUILDING CODE - MECHANICAL: 2020 FL FIRE PREVENTION CODE: 2020 FL BUILDING CODE - ENERGY CONSERVATION: 2020 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS CONDITIONED AREA 1st Floor 11844 SF 1844 SF _ UNCONDITIONED AREA Garage 437 SF Entry Lanai 69 SF 139 SF 645 SF Grand total _ 2489 SF V()I I IMF 1 st Floor 17212 CF Grand total 17212 CF r` O u7 O0 U APEX0 _c w z a) co co w w z z tds i7� w Q true design studios O �- 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 z 904.821.5200 p c O O 11HOMN' U � O J U Q � z } C� 0 z U w I'_ LU IIIIIIIIIJ w Q Uj w 00 z w w O U) O a - w = Q 0 z w w O LJ w �00o r u- LIJ U) x c� O z J 0 O o z w U z Abbott Park - x w - U_ a- LOT 002-04-1 C w Q _ J a U U) 0 w PROJECT NO: I- 2021.014969 z DRAWN: CD w CHKD: � JAC 0 0 O u7 w J U U) (D z_ S 0 U) 12-29-2021 (D z REVISIONS: No. Description Date w - - w co w w U) O 0000 z O O DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 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 .. UFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS 150 = #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE Conduit. _ A/C DISCONNECT eETMAIN DISC. #12 COPPER TO APPLIANCES AND GFI 150 OR 200 AMP TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER — UNDGND #8 COPPER TO RANGE SERV. BY POWER CO. — #6 COPPER TO HVAC N.T.S. 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 AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC- U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SO. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN T-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS 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 � � U ti O ° U APEX0 � U W Z_ W Z) m 0� ,O.\ I 0% W Z Z tds W Q true design studios 0 O J 9000 REGENCY SQUARE BLVD. N ILL SUITE 100, JACKSONVILLE, FL 32211 co 904.821.5200 p H 3 CA O a O RIHOMN' � 0 Q O _I U_ Q � 0 a) Z } U' O Z 2 0 W H— W Q W U) M w W } m 0 = Z W w Z O w �- LU -� O Z LLJ � Q O LV W �- M I— �/r/ f� ILL Q t` X } 0 O O Z 0 r W 0 Z Z Abbott Park a W_. -- U_ a LOT 002-04-1 C w U w PROJECT NO: 2021.014969 Z (D DRAWN: CD w --- - - 0 CHKD: U_ JAC O 0 0 u7 W w I Q 0 fn to 0 Z_ Q IY 0 U) 12-29-2021 (D _Z REVISIONS: No.1 Description Date - w U) - w w - -__l Q co O AOOO Z O 0 DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 WN oc = w = -------- N o in o00 N M N � 15'-0" 17'-10" 5'-3 1 /2" I 3040 SH' TEMP 8' - 0� H.H. 6'-0" 13'-6" ic, ----------------------� 42' x60" 1>4 "v 120 I I - 36"x65" 2` U" I 1 °O - -- ---I i`I y1.P i 20 I I 2'-8 1 /2" 1 BEDROOM 1 1 BATH 1 N J 1 9'-4" CLG � 9 -4 CLG 1 _ I TRAY TO 10'-0" I to - \ ��p I I to I I � ^' N I I _Is 9'-4" CLG I I M I I : I I � I 1 O OM I I 3,-9,. � 101 L------------------- cf) 9'-0 3/4", 2 1 /4" M 7'-6" 3'-9 1 /2" 2668 _ H �0� 7,11 `^ 102 I 06 0 o NI WIC o 9'-4" CLG 106 IN I I� 477 .------ - --- -----� 1S&1R _ L9 c� 00 CMU COLUMN (RE: STRUCT) LANAI 9'-4" CLG tD 7'-8" � I I � Uj _ 1 N o I o O0 1 CV m Z-) Fico 8'-4" a w H 0 Ln 0 00 0 rn 3050 SH 8' - 0" H.H. I I I 4'-6" _1st LEVEL FLOOR PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" DINING 9'-4" CLG GREAT ROOM 9'-4" CLG 65'-0" 10'-4" I 3050 SH! EGRESS 8' - 04 H.H. BEDROOM 3 9'-4" CLG 10'-4" '-0 1 /2�5'-9" 2'-8" 27'-7" 00 9'-4" CLG M00 \iD lD N 106� Z-) 3'-0" T 5'-9" 1'-0" 2'-81/2" i FOYER `oo I 9'-4" CL � �I I I - I LL 102 1 DINING 9'-4" CLG is ao 4'-1" - 2'-4" T-0" _ 6'-1" FL [j8 5 SHS ---- - - - - -- 00 N MECH ��..�- - 101 ° ° ° ,/ I k N 9'-4" CLG 163 Ln V ---J ti� \ 3068 T62 130J 142 1'-11/2" 1'-8" 1'-8" 1 4'-4"/ (TYP) (TYP)co \ KITCHEN P LAUNDRY 9 -4 CLG L- �- 9'-4" CLG 141 - 143] 146 Q VTR ----- — --- (14 J— Q O -- -- 144 21'-5" 25'-11" 65-0" 9,-1„ 56'-8" v "' 11'-10" V-11.,5'-0" a N cLU = BEDROOM 2 = o - - ---- ---- -- --- M 9'-4" CLG o Z Ln �o v 9'-10" ENTRY 9'-4" CLG 10'-5" 3080 ENTRY W/(2) 1080 SIDELITES (TEMP) r GARAGE 9'-4" CLG ELEC PANEL ALTERNATE AC COND LOCATION 21'-8" CMU COLUMN (RE: STRUCT) I! �! I N I ! co 'I 5" o q N (V N HB 1831 FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) E 100 - PROVIDE FURRING AS NEEDED O LO 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) cy O 0 103 - HIGH HALF WALL WITH CAP APE -�0 104 - DO DOOR HEIGHT DIFFERS Z � (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. IJj (SEE PLANS FOR WIDTH) z a) 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 m CONTROLS POSITIONED BELOW NICHE w 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW LWLI 109 - 36" HIGH HANDRAIL _z 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE 0 -OR- 20 MIN FIRE RATED z 111 - ATTIC ACCESS - SIZE AS NOTED LU tds N 20 MIN FIRE RATED Q true design studios 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) O -� 9000 REGENCY SQUARE BLVD. a) 120 - RECESSED TILE SHOWER - SIZE AS NOTED IL SUITE 100, JACKSONVILLE, FL 32211 C 121 - TILE SHOWER WITH CURB - SIZE AS NOTED O 904.821.5200 cn p 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 %' Q 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE O _ 126 - TEMPERED GLASS SHOWER ENCLOSURE Il ON 42" H 1/2 WALL w/SLP TOP � 11HOMON'a)127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH Q 129 - LAUNDRY SINK p 130 - SINK E O 140 - OVERHEAD CABINET J 141 - REFRIGERATOR - OPTIONAL LL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP z 145 - DOUBLE OVEN } 146 - WASHER - OPTIONAL U 147 - DRYER - OPTIONAL O J 160 - INSTALL MECH PROTECTION PER CODE O 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY Z 162 - LOUVERED DOOR (� 163 - METAL A/C STAND LU 164 - BOLLARD AS REQ. PER BUILDING CODE X LU 180 - EXTERIOR HEADER (RE: ELEVATION) Q 181 - SYNTHETIC STONE VENEER Q Uj w WALL LEGEND m z w LU 9'-4" HT CMU WALL O 11'-4" HT CMU WALL LI Q O z Q co ww J ° w w LL LLI ILL � X O z O O z LU U ~ z Abbott Park Of X a- W ILL Q LOT 002-04-1 C L� — J Q U) PROJECT NO: Fw-- 2021.014969 z DRAWN: U) CD LU CHKD: LL JAC p 0 0 u7 W J U r� z_ 12-29-2021 O z REVISIONS: < No. Description Date � W Cn H W - J Q - U F- Al 10 z 0 DocuSign Envelope ID. 4999B7AA-F962-4606-810A-CEF053D4DE76 12 5 - 1st LEVEL BRG e=1 'r• - 1st LEVEL FFE ,- -- - - - .�-----^------.- ;221 LEFT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" PT 2x BLOCKING at TOP & BOT OF BEAM — ROOF / TRUSS CONNECTION (RE: STRUCTURAL) BEARING HEIGHT F FINISH aM PER —� PLAN (RE: ELEV) Z= �— 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 CL 8" CMU PT BLOCKING STONELEDGE DECORATIVE STONE VENEER 12" CMU BASE F.F.E. CONCRETE SLAB at ENTRY 1 COLUMN DETAIL A200 1/2" = 1'-0" WHEN PRINTED ON 22"x34" W a 1st LEVEL BRG ---- , 4 9 1st LEVEL FFE 0. 1st LEVEL BRG _ 1st LEVEL FFE - - -RIGHT EL-EVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 221 Z O 12 > 5 w J w 1st LEVEL BRG _ _ _ _ 1st LEVEL BRG ' r> 1st LEVEL FFE 1st LEVEL FFE 0 221 220 a w REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION Area _ HIGH LOW VENT # VENT RATIO PROP HIGH LINEAL FT PROP LOW 2486 SF 597 in 597 in2 4 144 576 125 11148.75 ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG ----- -- — V_4� 1st LEVEL FFE -------------------- - 0' 0" ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 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 BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDIN G G 226 - SYNTHETIC STONE VENEER 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. (L OF LIGHT TO BE 6-0" A.F.F. U.N.O. BUILDING HEIGHT (AFFt _ _ _ _ _ HEIGHT (ABV GRADE) _ _ _ _ _ _ _ -_. _ _ _ _ BUILDING HEIGHTIAFF) 18' - 8 7/8" 18' - 0 7/8" 12 �5 222 FRONT ELEVATION 1/4" = 1'4' WHEN PRINTED ON 22"x34" / \ \ ______—__--_—___ 1st LEVEL BRG --------- - 0' 4" 7­1 --- 26318"x60" • 1st LEVEL FFE -------------------------- 1 [ 2_6] \ 227 A200 0I LO U ti >, O O. U) APES U) v, w z a) N U) cc. "0.\ W z Z tds -6 W N Q true design studios O J 9000 REGENCY SQUARE BLVD. N LL SU 00 ITE 1 J SO ACK NVILLE FL 32211 c ZO 904.821.5200 p H c 70 01HOMON' U � O J LL Q U Z O J Z 2 U W x w J a W U)� mw m Z w w O w O Q G w ,J O Z � p � w w o J - w w a I-_ w W 0 LL Q ti x 0 o° z = w U ~ z Abbott Park a x w U- Q - - LOT 002-04-1 C LU a U W PROJECT NO: I- -- 2021.014969 z DRAWN: CD w 0 CHKD: LL JAC O 0, 0 O u7 (0 W J U U) 0 Z_ (A 12-29-2021 O z REVISIONS: No. Description Date w w w J Q U U) 0 A200 Z O 0 DocuSign Envelope ID. 4999B7AA-F962-4606-810A-CEF053D4DE76 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 TRUSSES (RE: STRUCTURAL) ROOF PLAN) 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 ----------------- INS 1 "MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" _ _ INSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1" = V-0" u') I` O (41 co w z U) m W w z_ 0 z w O J LL O H O a 0 U O J U_ ¢ U z C� O _1 O z 2 U w H x w ¢ m 0 O Q U) Z) O U_ U- C�7 O O z U w x w a APEX tdsc' 1✓ _c true design studios 9000 REGENCY SQUARE BLVD. aa) SUITE 100, JACKSONVILLE, FL 32211 904.821.5200_ p DoRtHOMN 0 J W cn w m J j O W wJ � W � r LL PROJECT NO: DRAWN: CHKD: Abbott Park LOT 002-04-1 C 2021.014969 CD JAC 12-29-2021 REVISIONS: No. Description I Date A400 .0 c Q 0 ti x O 0 w z w a w J 0 w z O W w 0 LL O 0 0 u7 W w U W W z O C� z 0 W w w J U O z O 0 DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 TRADITIONAL HARD -COAT - 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 PANEL EDGES PANEL EDGES 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 ® product(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 BUILC CMU N "LIP SY51 LMU SHtA I HINU IJ Al't KUVLU I U REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS O SHEATHING WITH LAP SIDING AT 2ND LEVEL BLOCK TO FRAME TRANSITION) hese 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 liability for the use of these or other construction details. WALL ASSEMBLY VINYLNVOOD/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 V AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT I FASTEN ZIP SYSTEM ® SHEA' ENGINEER -OF -RECORD AND/( *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System 0 product(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 METAL LATH MORTAR SETTING BED ON STUCCO INSTALLED IN ONE LAYER OF WATER -RESISTIVE TOP OF MORTAR SCRATCH ACCORDANCE WITH THE VAPOR -PERMEABLE BARRIER WITH A COAT IN ACCORDANCE MANUFACTURER'S OR THE PERFORMANCE AT LEAST EQUIVALENT WITH MANUFACTURER'S PORTLAND CEMENT ASSC. TO GRADE D BUILDING PAPER. INSTALLATION (PCA) RECOMMENDATIONS ZIP SYSTEM@ SHEATHING* RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. WOOD OR LT. GA. METAL STUDS TOP EDGE OF WEEP SCREED NATURAL OR MANUF TAPED TO WALL SHEATHING WITH STONE VENEER. ZIP SYSTEM@ TAPE OR ADHESIVE INSTALL IN FOUNDATION BACKED FLASHING. (MUST MEET ACCORDANCE AC148) WITH MANUFACTURER'S RECOMMENDATIONS VERTICAL AND HORIZONTAL ° FOUNDATION CONTROL JOINTS AS NEEDED. DESIGNER -OF -RECORD TO SPECIFY a. ' TYPE AND LOCATION. DRIP EDGE FLASHING OR WEEP SCREED IN ACCORDANCE WITH CODE -APPROVED WEEP a MANUFACTURER'S SCREED AT BASE OF WALL RECOMMENDATIONS AT BASE OF ZIP SYSTEM WALL SHEATHING *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® HARD COAT STUCCO 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 liability for the use of these or other construction details. 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) G ° . 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 everysituation, Manufacturer accepts no responsibility or liability for the use of these or other construction details. L O O W APEX -C U) U W � z_ U Z) C� (If I W z_ 0 z t S W Q true design studios (D !Y O 1 9000 REGENCY SQUARE BLVD. 4) U- SUITE 100, JACKSONVILLE, FL 32211 z0 904.821.5200 p O Cr a ® W 0 041HORION 0 ® o E O J IL Q U z N >_ 0 O _J O z U w H x W Uj U) w OC °° z w W O w ° Q _ w Q O z � o d' w w O w w Q 00 o ILL TML. a U) _ x 0 o ° z w = w U z Z � Abbott Park a x w— — -- U— M LOT 002-04-1 C w Q -— J U w PROJECT NO: I- 2021.014969 z 0 DRAWN: CD w CHKD: JAC U— O 0 O tr7 w J U U) U) O z_ r 12-29-2021 O Z REVISIONS: < No. Description Date Fn - - --- - w 2 w J Q - - U 0 A405 z O 0 DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOFANALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. O 1. FOLD INWARD at PT. A 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ®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 x x 5x5 WALL FLASHING x x Z CL wF 0 Zw 2 a „ow" x x x FLASHING x (SEE DETAIL) FELT UND Y y�` WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) SHINGLE ROOFING v ti'�� DRIP EDGE: OVERLAP EXTEND 1/2" BELOW SHEATHING, FASCIA WRAP NOTE: INSTALL KICKOUT SHEATHING, 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 IIII�IIIIII� I �o I � 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 /-- 7 V 2x SUB-BAND\W/1/2"X? NOTCH @ END, WRAPPED IN PEEL & •� 1 STICK \ 1 DRIP EDGE I------------ I 1/8" . 7', TEXTURED e 1 i i�r FINISH @ WOODta" �EXTURED FINISH @ CMU 1 1/8" • / FROM j� METAL FAS9J WRAP\18' STUCCOI,/ FROM WOOD WALL \ r EXTERIOR WALL \ ,(FRAME OR CMU) \ \ NOTE: NOTCH FOR 2x6 SUB \ ROOF KICK OUT \ BAND ONLY REMOVED FOR CLARITY \ ROOF DECK (BEYOND) 'K SUB BAND DETAIL ---------------------------- 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 W11 �"x4" NOTCH @ ENE METAL WRAP FASCIA 24 SUB B/ 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 81 I 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 1" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W!1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK *ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL a(� WALL CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK 'ROOF CEMENT @ ROOF =DGE OMITTED FOR ;,LARITY \IL a. WALL W/ KICK -OUT SCALE: N.T.S. L O ti O ° 00 APEX0 W z co Z) W Z 0 Z W tds Q true design studios 0 w O —� 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 0 904.821.6200 p H �_ U) O U a- ch 04ROHOMN' U :3 O J LL Q Z_ N } 0 O J O Z _ U W H x JW Q Uj U)xW m z o = W W O U)> cc 0 ~ G W z > 0 � W W O M W W Q ~ W � o U- T Q x } O 0 Z i� = W U I'_ Z LLI Abbott Park W U_ °- LOT 002-04-1 C W Q U co cl LU PROJECT NO: Q 2021.014969 z DRAWN: CD w -- 0 CHKD: JAC LIL O O ul W J Q U U) 0 Z_ 12-29-2021 0 Z REVISIONS: Q _ w No. Description Date o W W W Q (A 0 A500 z 0 DocuSign Envelope ID: 4999B7AA-F962-4606-81OA-CEF053D4DE76 1/2" (MIN) ST( FINISH TEXT( PER COMMUI SPECIFCATIC FLANGE CAS BEAD CASING BEAD at WN SCALE- N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. GYP BRD OVER J PRE -SHAPED STUCCO BAND 1x2 TREATED W/ SLID TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1 1/2" = 1'-0" PRE -FORMED CONTROL / \ JOINT W/ STRIP LATH 5/8"CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER r� -•—*� +_ •-. CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) 'T 1 / L � -:.. CONTROL JOINT - VERTICAL - CMU 2 1/2" SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING at 7"O.C.) :MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK GYP BRD OVER 1 x2 TREATED FURRING STRIPS at CMU WALL (TYP) WOOD BLOCKING - PT 1x WOOD BUC SHIM AS NEEDED INTERIOR SCALE: N.T.S. CMU WALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) PRE -SHAPED STUCCO BAND W/ INSTALLED PER MFR WRITTEN SPECS (RE: ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 4e' BACKER ROD W/ SEALANT EXTERIOR WINDOW JAMB at CMU SCALE: 1 ti2" = 1'-0" 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI "Z' FLASI DO NOT CA_, . SEAL OPENING STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD < v SIDING TO STUCCO FRAME TO BLOCK GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) INTERIOR SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 48' BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) CMU STEMWALL W/ %" STUCCO FINISH (RE: STRUCTURAL) EXTERIOR WINDOW SILL at CMU SCALE: 1 1/2" = 1'-0" ELECTRIC ME' FIELD VERIFY LOCATION AREA TO REC6 STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL "T' FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR FINISH COATING OVER PRIMED THREE COAT STUCCO FINISH SHEATHING NOM) OVER GALV MTL LATH WD WD STRUCT) OVER 15# FELT OVER APPROVED �! HOUSEWRAP ' FASTEN TO WD STRUCTURAL MEMBER at 7" O.C. MAX 7/8" TO %" MID -WALL Ip WEEP SCREED Z EL - 4 CV . J 6" WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY -- BEFORE APPLYING 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS STUCCO JNE (1) 3 ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP OVER NAILING FLANGE WD SHEATHING v (RE: STRUCT) -% MTL DRIP FLASHING W/ HEMMED EDGE SET IN CONT BEAD OF SEALANT �- TRIM (RE: ELEVATION) EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT BEAD OF SEALANT - VINYL FLANGE CASING BEAD _- - INSTALLED PER MFR WRITTEN SPECS (TYP) 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY A SPECIFCATIONS SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK DOOR HEAD at CMU CMU LINTEL (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gMpYI DOApS�ONNRYY�BEFORE AP�'AOR FRAME EXTERIOR SCALE: 1 1'-0" SCALE: N.T.S. CMU WALL W/ U, 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) GYP BRD OVER 1 x2 TREATED FURRING STRIPS at CMU WALL (TYP) CONTINUOUS BEAD OF SEALANT PT 1 x4 SELF ADHESIVE -OR- PT 2x4 FRAME FLUID APPLIED ANCHOR FLASHING (CLEAN SHIM AS NEEDED gqM��AppS��OYYNNRYYIBEFORE N(ETALI DOOR FRAME INTERIOR EXTERIOR DOOR JAMB at CMU SCALE: 1 ti2" = 1'-0" L O ti O ° 0 APEX s W z U m �W W W z 4- 0 z t S W Q true design studios > O 1 9000 REGENCY SQUARE BLVD. N LL" SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p O Ix rl ' 0 U 11HOM � 0 P 1 EE O J LL +� U z } O J O Z _ U W I-- X W Q LU cn � �W } 00 o z W W Z Ow O w —, O z q* � o w W W O d' W W ~ W � 0 LL Wx _ X >- O O Z = W U ~ Z Abbott Park a LU - LL a LOT 002-04-1 C w Q J - -- U U) 0 w PROJECT NO: 2021.014969 z DRAWN. (n CD w --- - 0 CHKD: LL JAC O O U7 (A w J U U) 0 z_ 0 12-29-2021 (D z REVISIONS: Q -- --- - IY No. Description Date 0 w - W - - - - F— - - ---- J Q - U U) 0 A501 z O 0 DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 __ ....... /.... ANAFI 0 VP __ _--_----------- - a i 3 3 AFI .... rO GFI ®,....... GFI ..... «� .............. 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22" 04" v 1 ELECTRICAL LEGEND SINGLE POLE SWITCH 3-WAY SWITCH CHIME DOOR BELL BUTTON 3 DOOR BELL CHIME 4 4-WAY SWITCH GARAGE DOOR BUTTON GARAGE DOOR DIMMER SWITCH - p OPENER 220 VOLT OUTLET �i GFCI DUPLEX OUTLET GFI DUPLEX OUTLET G CEILING OUTLET AFCI DUPLEX OUTLET (6 FLOOR OUTLET OO SMOKE DETECTOR (6 JUNCTION BOX JB © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET NETWORK OUTLET PANEL SERVICE PANEL II m TELEPHONE OUTLET 1�7 SERVICE METER GARBAGE DISPOSAL M---._ -. --- -- WALL MOUNT LIGHT SINGLE SCONCE VV FLOOD LIGHT STRIP LIGHT ® DOUBLE SCONCE STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN - VENT TO EXT CLOSET CASTER CASTER LIGHT UNDER CABINET LIGHT -0 PULL CHAIN LIGHT -i - KEYLESS LIGHT -Y- FLUSH MOUNT LIGHT HANGING HANGING LIGHT - T HANGING PENDANT ¢ MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT ® LIGHT FLUORESCENT LIGHT FLUORESCENT LIGHT RECTANGULAR FR ROUND CEILING FAN( PRE -WIRE FOR CLG FAN ROUGH -IN PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN LIGHT J ROUGH -IN � O O U) APEX _C U U W z_ U m tY W '00000.\ W z Z -C w tds Q true design studios N O J 9000 REGENCY SQUARE BLVD. L_ SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p c O W 01H09ON' U � Q a / w it O J Q -c U z U' O O 2 W x W J w U)xW m o = Z W w o� Q _ w J Q O z � o U) W W O W W F_ 00 W Q � o LL x c� o ° z W U z Z Abbott Park w - w a LOT 002-04-1 C w Q w w PROJECT NO: I- 2021.014969 z DRAWN: CD w CHKD JAC U_ O 0 u7 U) w J U U) 0 Z Q U) 12-29-2021 O Z_ REVISIONS: No. Description Date - w F_ W J Q O El 00 Z O 0 DocuSign Envelope ID: 4999B7AA-F962-4606-81OA-CEF053D4DE76 DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes , 7t" 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 SF P (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF WINDLOADING ...................... ............ .............. Cd= 1.60 ASCE 7-16, 3S GUST........................................139 MPH BASIC WIND SPEED CATEGORY .................................. EXPOSURE C 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 R (GAME ROOM LOADING = 1.00 SPECIAL FLOG (G 1 d TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN 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 %" 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'-8" OR HIGHER END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1 ST 4.0' PER FIGURE R301.2 (7) i I 4.0 FT 1 ST FLOOR SNP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS KIOTFS I A p 0 STUCCO AND DIRECTLY MIN'%32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR ('/s' 24/16 W - ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE r. � F N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. wM� U _ z ALL OTHER VENEER MIN 3/16" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) x (D 5 TILE AND METAL ROOF MIN'%2' 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION wz 06 (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-03 NAILS: 4" O.C. AT PANEL EDGES AND Lu = r 6" O.C. IN THE FIELD 0O � � MIN Y6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 = O u) z SHINGLE PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2%2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN %" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/2" CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1%2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE �116' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. t5/2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1%2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1 TABLE 4: NAIL SIZE LEGEND NOTES 1, 2, 3, 4 TABLE 5: FASTENERS IN DIAMETER I LENGTH PRESSURE TREATED LUMBER 8d COMMON 0.131 2 /z RSRS-01 0.113" 2--%" RSRS-03 0.131" 2-Y2" 10d x 1-'/z" 0,148" 1-'/z" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-Ya" 16d SINKER 0.148" 3-'/d' 16d COMMON 1 0.162" 3-'/Z' NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE Y2' TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'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 NOTES 2. 3.4 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 %" SDS SCREWS (8 ,x 11/V M15- DTT2Z IN STUD %" 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/z 0 x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END „ 1 .1 2"x2 N ( 8) 0 6 /z I , " 18 0.162"x2 /z IN ( ) HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 1Od x 1 'Yz' MTW12 (7) 1Od x 1 'YZ' (NOTE 2) §8' 0 x 6" EMBED ANCHOR 48" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26)0.162"x2'/z"IN (26)0.162"x2'/i'IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) §8 0 x 6" EMBED ANCHOR 48' 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7/8" 0 x 12" EMBED MSTA36 (13) 1Od COMMON MSTA36 (13) 1Od COMMON 8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 %" IN TRUSS (7) 10d x 1 '/z" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) 'W x 2 %" TITEN (5) %" x 2 %" TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 '/V IN TRUSS (9) 10d x 1 %" IN TRUSS (11) 10d x 1 %" IN (11) 10d x 1 %" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 '/z' IN (11) 10d x 1 '/V IN STUD STUD (12) 10d x 1 %" IN (8) 10d x 1'/i' 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 %" IN (4) W x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUDII (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/i' IN (5) 8d x 1'/2' IN ABU66 4 " 0 x 7" EMBED EPDXY PAU66 § " 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'/2' IN RT7AT (5) 8d x 1 Y2' IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 1Od x 1'/z" IN (5) 1Od x 1'/i' IN HUC48, HEADER HD481F, HEADER H8 TRUSS RTBA TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1'/i' IN TOP PLATE (5) 10d x 11/2" IN TOP PLATE HU410, 08) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 1Od COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER '/;' LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 1Od COMMON IN (7) %" x 2 TITEN (5)O" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS '/;' x 2 '/z" (12) WS25 '/:' x 2 '/i' + + (4)%" x 1 /z' SDS SCREW 4 '/:' x 1'/z" WS15 SCREWS () IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGAI OKT (4)'%" x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO MITEK EQUIVALENT (4) SDS %" x 1 %" SCREWS (4)'/;' x 1%" WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4) Y." x WEDGE BOLT (4) %" x 2%" TITEN SCREWS OR EQUIVALENT IN QU L_ 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 '/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES %" 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 %" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED, 2. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. I 1=rr=mn OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 %" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 %" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/z' WIDE, LINO. SYS 42 PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS '/V ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, UNO. � W ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 2 2S 0 2 ANCHOR � Z5 oD >g U 0 o ti O0 W APEX0 U W z_ W 00 W LLJ 0 tds W .6 Q true design studios N O 9000 REGENCY SQUARE BLVD. a) LL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p Q � X' C O d O ai 041HO19ON' U L O J LL 1: Q C) Z >Q) O 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 not considered signed and sealed X nd the signature must be verified W �y a 3rd Party Certificate Authority a- n any electronic copy Uj W � � W m o = Z W W O co j O W J Q O Z W O W W ~ 00 W 0 H LULL � Q I� U X C� O z J O O 0 z W 2 � U z � Abbott Park a W LL d LOT 002-04-1 C W Q J U Cn 0 LU PROJECT NO: FRAMING NOTES 2021.o149s9 _ 0 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. DRAwN ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN CD W A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). CHKD: U_ ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S MJP LL SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. O 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY Q SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 0 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN LO TABLE2304.10.1 ,�ttttt1111tt1I1.* W 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. ,,%% silN LA/V/, 4ei, W 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. ��� ��;••' C•E IV �'4 Q UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR ��� •• �,\ `SF•'•, �� U 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. * ; • N�o uigned by; 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 z THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. • 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD i O. 3F4671 D TAT E F Dj,<F ��► d Qde 12-29-2021 O z REVISIONS: 9 No. Description Date o --- - W U) -- - W W Q H O ST=1 O CMUIMETAL CONNECTOR ENGINEERING 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 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF 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 1 Od @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1- Yi' @ 16" O.C. OR • DSP w/ (14) 10d x 1-'/z" @ 16" O.C. OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 1 Od x 1 '/z' (OR EQUAL APPROVED BY EOR). 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 Y; C) N 0 0 r----� I I I I I I L - - - J ALTERNATIVE AC COND LOCATION -11" 5'-5" SIM 9" CURB 65'-0" 1' I I T-2.D -4-- -4" L-"� I I I I I I I I 8 ■ i I OPT T-2.D -t 1 V-4" 6'-1" ■ i ■ ■ ■ �" NI I p ---- I---------------1 ■ I �I I I ■ 4 L----------- �I I �T-2.D 5IN■ I IT-2.D ■ I I I iZ I I I Io I I Ij0 I I I00 w .. U U LLI i ■ N I — - 6 OPT I I T-2.D -------13'-8_ - --- 2.7„ I 17'-0"-------- --� -I --�k - ---- ----- -- I I I �I � I 5 I 1 0l _ _ In T-2.D of I T-2.D t v� UNDER DOOR I ■I (2) TOTAL I �nm J �----------------- '— ■-------- 1 ■ V --- --I ■ , ■ ■ I I 8'4" 35'-0" 21' 8" 65'-0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" a o N CV N GENERAL FOUNDATION NOTES: o' • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND ti HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. p • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND z APEX SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. Cn -C COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED U) PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR W CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. z N IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE (n { SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT Z) EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. m • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT W `, ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. W • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE z Q INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE U, -C STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL W t S RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D. 0 true design studios w O SUITE 100 JACKSONVILLE FL 32211 C J 9000 REGENCY SQUARE BLVD. 4) FOUNDATION KEYNOTES: DC1 W � � �, Cn NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O 904.821.5200 U8"x8" DEEP THICKENED ((�� 12" DEEP FTG UNDER BOX H EDGE w/ (1) #4 CONT U COLUMN, FTG TO BE I PROJECTED MIN 6" AS SHOWN p � 24"SQx20" DEEP FTG a 16"SQx12" DEEP FTG L"J w/ (3) #4 EW 0 11HOMON U! n 30"SQx20" DEEP FTG n 36"SQx20" DEEP FTG Q � L` 1 w/ (4) #4 EW l ' J w/ (4) #4 EW p_ #5 VERTICAL DOWEL TYP ❑48 SQx24 DEEP FTG O ` G w/ (5) #4 EW, T&B a AS SHOWN, SEE MASONRY J NOTES ON ST-1 ILy 4- 4-. Q � z_ C� O J F"0 VENT Z This item has been electronically 2 ROOF signed and sealed by Justin M Lanier, TO U PE on the date and/or time stamp shown using a digital signature. W Printed copies of this document are 1— not considered signed and sealed X nd the signature must be verified ILL! y a 3rd Party Certificate Authority 2"0 VENT I Q n any electronic copy ' w TO ROOF I a Uj W I I B-1 m (� I I DRY VENT TO CONNECT 0 I ` ABOVE THE CENTER LINE OF 2"0 VENT W O THE HORIZONTAL DRAIN PIPE TO ROOF V z L-1 I WC-1--- I 3: 111- 2"0 VENT I 0 TO ROOF I W L-1 -S-1 I I Q / O \ z LLI 3"0 I I O j LU I I F- LIJ �/ Q I I L11_<-2"0 WC-1 I I U I..L LLLLI DRY VENT TO CONNECT B-1 ILL. �_ ABOVE THE CENTER LINE OF 3"0 THE HORIZONTAL DRAIN PIPE _ I U X L-1 > 1 1 /4"0 AAV WC-1 O z o KS-10 - 2„0 z W DW-1 = ~ U z 3' � Abbott Park W 2"0 VENT LLUU - _-- W TO ROOF Q LOT 002-04-1 C W J I U I � LLI I � PROJECT NO: 1-- — 2021.014969 z W-1 DRAWN: CD W 2"0 CHKD: LL 3" 0- MJP p 3"0----- o ISOMETRIC VIEW - LH LO I iN• LA/V,�9 W `� • ENS�.• ., Q U * ; N Bo u igned by; f� z i O• . 3F4671 DqF� D • ,n P • .. 12-29-2021 C7 z REVISIONS: No. Description Date W - - W W J Q -- U H O ST=2 z O CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER D o FLUSH w/ 3000psi CONCRETE. f P - EXISTING FOUNDATION. p D D D \\ p • i D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL WHERE NEEDED MIN, 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/fi' DIA. TAPCONS D OR CUT NAILS @ 24" O.C. COVER D o FLUSH w/ 3000psi CONCRETE. I i EXISTING FOUNDATION r I p I D D l � � o • •. 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH - - - - - - (MAX 20" __..T DEEP) 44 4 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 -BEARING-CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 4 - // VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE VVIV IIIVVV VV VVIYVI�I-IL FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" a, ALL OTHER EXTERIOR WALL CONCRETE SLAB W/ `"LO d \\ \\ \\ \\ \\ \\ CLADDING - MIN 8", U.N.O. ON ARCH LO �� 6x6 W1.4 x W1.4 WWFCY OR FIBER MESH \\ \ ° //\/�/��%/\��T..'. O O 8" CMU CHAIR \\�\/\/\/\/\/\/\ APEX BLOCK W/ TOP OF SLAB(1) #4 OR #5 CONT. VAPOR BARRIER �// e \ 12" MIN\\/\\/\\/\\/\\/\� Z C -0/ a U)i Cn FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK U) _ w W Ov FIRM UNDISTURBED LOCATIONS ON FND PLAN VAPOR BARRIER /��\/ woLO Z SOIL 00 12" UNDER 1 STORY WALL w/ O #4 OR #5 VERT REINFORCING % \\ \\ \ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W UP TO 3 COURSES: 72" O.C. \// \/ / / BAR IN BRICK LEDGE Z 4 TO 5 COURSES: 48" O.C. :�/\\// //\\/ j\// 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS Z �jW ds o•D 1.. jj j 1 MONOLITHIC FOOTING SECTION Q trove design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE ADDITIONAL #4 OR FOLLOWING OCCUR: FOOTING TO BEAR ON FIRM \/ . //A j #5 IN BRICK LEDGE • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 UNDISTURBED SOIL • 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 4" OPT BRICK LEDGE Z VERTICAL REINFORCEMENT NOTED ON FND PLAN PER T-0" HORIZONTALLITO PREVENT EROSION OF SOIL. 0 904.821.5200 O TO HAVE 6" BEND AT BOTTOM CONCRETE SLAB w/ 6x6 CAST -IN -PLACE FOOTING SPECS (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH 0 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT ° _ ° a 1HOMON ® Cn 0 0 ,1 2 STEMWALL SECTION \,\\,�\/�\r\\//\\j/\° ° ° ° ° / jj\\ \,\\,�\ N (J t 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK \ /\ ° ° / /\ Qp FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4\\ / R 1 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS // / VAPOR BARRIER 0 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 16" J 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY u- ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Q 3 BEARING WALL FOOTING SECTION z CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR 0 FIBERMESH This item has been electronically 0'-0" A.F.F. = signed and sealed by Justin M Lanier, - _ _ SEE ARCH PE on the date and/or time stamp e ° \ DETAILS W shown using a digital signature. Y-0" A.F.F. _ �j Y 4 ° Printed copies of this document are (BEYOND) T \'x�/j� ° \ - - a Q not considered signed and sealed FLOATING CONCRETE w - U-BLOCK W/ \ \ /\��; 8" MIN X nd the signature must be verified (Y = f!J 1 #4 OR #5 ° /� Uj �y a 3rd Party Certificate Authority SLAB W/ 6x6 W1.4xW1.4 U () \ ° a n any electronic copy WWF OR FIBERMESH > Q H 0) CONT \ �. /, Q ` w W U) Uj 8"x8" THICKENED FINISH 8" LV - - - • - FTG AT • f VAPOR BARRIER m � • � • O GRADE STEP-DOWN, SEE u� \ PLAN } SECTION o Z W /\ 4 W O #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. \ - ° \/\\/\\/ 0 4 TO 5 COURSES: 48" O.C. \ \ o `o -- 8" UNDER MASONRY WALL 6" UNDER WOOD WALL 2 O 6x6 W1.4ExTWS4 WWF _ --- z ° �' Lu o OR FIBERMESH VARIES SEE ARCH (A FOOTING TO BEAR ON FIRM ° - -- ° (MAX 16") _j W UNDISTURBED SOIL ADDITIONAL #4 OR _ - a - .�. - _.._ 0 W #5 IN BRICK LEDGE ° Q VERT REINFORCEMENT TO\� /F- 4" OPT BRICK LEDGE ` `` \\\\/\\/\\/\I - HAVE 6" BEND @ BOTTOM //\ 4 // ,12" MIN/\/\/\/\/\/ 0 NOTED ON FND PLAN /\ ° CAST -IN -PLACE FOOTING SPECS VAPOR BARRIER \// ° 4 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT X 6" OPT. EXTENSION IN BRICK } LOCATIONS ON FND PLAN Ur STEMWALL CURB SECTION 12" UNDER 1 STORY WALL w/ 1 7 0 - (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO.5 0 0 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK BAR IN BRICK LEDGE Z 0 FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 H COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 16" UNDER 2 STORY WALL w/ _ MAY BE OBTAINED FROM THE ENGINEER OF RECORD. (2) #5 OR (3) #4 CONTINUOUS W Z Abbott Park 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY I- a ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. GARAGE EXT WALL CURB SECTION X W CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W - FOLLOWING OCCUR: Q LOT 002-04-1 C W J CMU STEMWALL MONO LITHIC SLAB 3'Y2" CONCRETE SLAB W/ 6x6 - -� (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" MINIM�2/--(1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE MIN 24" LAP VARIES PER- 36" MAX \ \ \\ \ \ r ARCH PLANS 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF - - OR FIBER MESH \\ /\/\/� \\ W Z - - - - - - 12" MIN �` 4 4 '\ VAPOR BARRIER FOOTw O � a " °, ° ° #4 OR #5 ////� \ //\\/� / °' • / UNDISTURBED SOILNG TO BEAR ON FIRM =O ° ° " ° " REINFORCING PER \\\' U Z¢ ° ° MONOLITHIC FOOTING v� I ° , " ° a ° ` ; ° SECTION 6" OPT. EXTENSION b " ° IN BRICK LOCATIONS - - FOOTING TO BEAR ON FIRM ON FND PLAN "° 4 ° a° a . " UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) - - - - - ° a° #4 OR 2 #5 CONT \ ADDITIONAL N0.4 OR NO. 5 ( ) 4MIN112" //\//\//\//\//\//\//\ BAR IN BRICK LEDGE - ° " #4 UNDER 2 OR (2) #5 CON"OSTORY WALL W/ (3) L 7\\\\\\\\\\r n MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH STEMWALL FOOTING TO EXTEND MIN /\\/\\/\\//\\/" /\\/�\/` 12" BELOW MONOLITHIC FOOTING // "NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS 1A" FTG DETAIL FOR THE 1" • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. 2. USE STEMWALL FOOTING • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28 • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-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" ° 4 ° ° 41 - DEEP) d 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL / 2 44 OR 2 #5 CONT VAPOR BARRIER w ( ) 16" UNDER 2 STORY WALL w/ (3) #4 OR (2) #5 CONT 6 BEARING CURB STEP SECTION � 1 i TYPICAL REINFORCING BARS AT FOOTING, S EKENED PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS L- - - - - - - HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U PROJECT NO: 2021.014969 z - VI DRAWN: CD - W CHKD: LL MJP 0 0 O LO LqN��.J :�� �.•��C E N SF•:4 . Q • (n NBou%ign�d by: *' (n - p •• x§ �,TATE OF % O�.• 3F4671 DA�D'F,r,Z►.. ,, �••.< o R,a �. (A 12-29-2021 Z REVISIONS: Q No. Description Date W U) - - W W Q ST z =2 ■ O 0 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 GENERAL MASONRY NOTES DC1 T-0" 6'-8" 6'-8" 6'-8" 6-2" 5'-5" T-0" T-8„ 6'-8" 61-81, 4'-10" 4'-10" 6'-8" 6'-8" 6'-8" 6'-8" 7,-0, 1 st LEVEL STRUCTURAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" • 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 MASONRYLEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Ej INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN 0 (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN ❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED D� 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 NO. DESCRIPTION SPAN COMMENTS L-1 8F-1-32 16' - 0" GARAGE L-2 8U8 5' - 6" L-3 _ 8U8 _ 8F-16 3' - 0" L-4 6' - 0" L-5 8F-16 9' — 2" L-6 L-7 L-8 L-9 8F-16 8F-16 7' - 5" 7' - 11'' 7' - 8" REAR PORCH REAR PORCH 8F-16 REAR PORCH 8U8 4' - 6" ELEV B & E O Z W U W Z_ U) 00 LU W Z_ O Z W O J LL- O UO 0 co a rn o O N i 1 O J U_ E0 U Z C� O O Z 2 U W W x Q m 0 Uj O W Q O U_ 4 W 0 O J Z U W x W a -C tds true design studios 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 to 904.821.5200 0 O a Fr] 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 tbnd the signature must be verified y a 3rd Party Certificate Authority n any electronic copy V W w Z W Lu O to a - aC O Q LLl W J W Uj a W 0 L.L ti x z O 0 W z Abbott Park W n. LOT 002-04-1 C W J U U W PROJECT NO: 2021.014969 z DRAWN: CD W -- 0 CHKD: M.1 P L' O 0 O LO 0%J1111111111 U) * ; N8o u igned by; * V) 0 �T9 • `rS✓S y�a.'.iekdA'r-. Z �% tTATE OF ` %0 ,.� 3F4671DAADjsFd��. �'Ii iO N AC � ``%"% 12-29-2021 (D z REVISIONS: No. Description Date W U) — -- W J W I— O ST=3 z O 0 CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 1st LEVEL 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 2x10 2x12 12" 16-5., 19'-111, 23'4" 26-0" 16" 13'-4" 17'-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25'-8" 26-0" 16" 11'-3" 17'-8" 23'-4" 26-0" 24" 9'-10" 15-6" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 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 Y4' 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (WI NAILS): 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6...................................(3) W x 4 '/z" LONG #14 WOOD SCREWS PT 2x8...................................(5) W x 4 1/2" LONG #14 WOOD SCREWS PT 2x10.................................(7) W x 4 '/z" LONG #14 WOOD SCREWS PT 2x12.................................(9) W X 4 '/2" LONG #14 V`JOOD 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. h n E V O ti O ° APEX (n qUj W '5<' Z_ N U) M Im fY W W Al z(D -C i Z tds W Q true design studios 0 W p ~, —j 9000 REGENCY SQUARE BLVD. a) LL SUITE 100, JACKSONVILLE, FL 32211 C� z0 904.821.5200 p CL Cn of d Bsft*HOfdDN* N U Q + I w O J LL 7 z O J This item has been electronically z signed and sealed by Justin M Lanier, UPE 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 W .1by a 3rd Party Certificate Authority Q n any electronic copy I _ W W } m o = Z /W W O U) O W Q O Z � Q W W O W W ~ 00 I..L. 0 U_ r� Q I� X C� O O LU Z = W U ~ Z Abbott Park a W -- LL 12- LOT 002-04-1 C J a Q U W PROJECT NO: 2021.014969 z DRAWN: CD W - - - - 0 CHKD: MJ P LL 0 O LO ,,,,►►11l1lf1�� U) % JS�CIN LA/iLU �•.��c E NSF.R ., * N Bo u igned by?.k U) 6TATE OF :44 i,��.•• 3F4671DA�D�F ��i F '• : O R 1 12-29-2021 z REVISIONS: No. Description Date W U) W - - F- W — -- ---I U) 0 ST=3A 0 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID 4999B7AA-F962-4606-810A-CEF053D4DE76 41 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 ri TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1 TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 12" 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 I • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING 2x_ NO. SPF OR BETTER @ MAX 16" O.C. I PER STRUCTURAL PLAN, SHEET ST-3 - OR ST-2A (IF APPLICABLE) BOTTOM PLT ANCHOR '/7' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR '/2' 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 a g I PROVIDE DOWELS TO MATCH M I I VERTICAL WALL Z REINFORCING W/ MIN 30" LAP g (►F DOWEL IS OMITTED OR I I IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" I I EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN a 4o MASONRY) a \ 0 a \\ \ EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) TYI ROOF -TO! CONNEC 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN 7%2" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 YZ" 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 FOR MISLOCATIO FASTEN 2x6 NO. 2,' TO TRUSS W/ MIN ( FOR MISLOCATIOI INSTALL NEW MAS STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY U 6 (V N N F CORNERS 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP, ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. (.0j 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 14" PER MANUF. 3" 5" 11/2 34" 37 6 5" 115/16 3 3/4" 3 4, 6„ 2 j4, 33/4, TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS '/4' DIA. @ 30" O.C. STAGGERED • (2) ROWS %fi' 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 ''Y.") 1x_ PT NAILER BUILT UP 2x ATTACHED TO MASONRY, (1) PLY 1 x_ OR �6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) I,.- u7 I` O U) 0 W _Z m W W z O Z W O J LL z O O 0 U x O J LL U z 0 O J O 2 U W I— W a m 0 O Q U) _o f— I— LL U) 0 J O z U W x W E O U g APEX a I tdsf2 L true design studios 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 Cl) O DoRsHOMON' AW.WK0i .O O N This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed �nd the signature must be verified y a 3rd Party Certificate Authority n any electronic copy I _ Uj VCal W/1 Z� W O v� `t O Q � W W J Nt W W ¢ w W 0 LL Uj Uj ti x z O 0 W I— z Abbott Park IX LOT 002-04-1 C W U 0 W PROJECT NO: I- 2021.014969 z DRAWN: CD w CHKD: LL MJP O 0 0 LO '. `� �•.��G E NS�.:9 �¢ Na 8 16f� * ; ocu tgn d by; (D ?� STATE OF -0 3F4671 DA�Dg' OR 0 N A� E���•� 0 12-29-2021 O z REVISIONS: Q No. Description Date 0 - -- W U) - W W J H O ST=5 Z O 0 CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 BOND BEAM REINFORCEMENT J (SEE WALL SECTION) w FILL SOLID TO BOND BEAM U � rn w v 0 8 F - #-+-- DEPTH OF LINTEL ASSEMBLY "d" 11 GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. -- BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR 1 UNFILLED j I"~ o 8}U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 BOND BEAM REINFORCEMENT J (SEE WALL SECTION) 0 w FILL SOLID TO BOND BEAM w w LINTEL REINFORCEMENT o 8 F -1 - #-,• DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-1-# TYPICAL PRE -CAST LINTEL OPTIONS 8'-1" ABOVE F.F.E. TOP OF _ GARAGE DOOR 6-1" ABOVE F.F.E. 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. I PROVIDE FLASHING AT WALL INTERSECTION 2x8 SYP PT LEDGER TO BLOCKING W/ (2) ROWS 10d @ 8" O.C. STAGGERS 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 44 STRUCTURAL BRACKET BY BUILDER 2x6x12 I CENTEI I," DIA. ANCHOI 2x4 PT TOP ROOF DECK ROOF TRUSS OR RAFTER UPLIFT CONNECTION PER TYPICAL WALL SECTION SUB FASCIA MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER PLAN. SEE TABLE 2; A• MOISTURE BARRIER SHEET ST-1 (PORCH -- -- BY OTHERS CEILING BOARD) MASONRY LINTEL - -- PER PLAN TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) (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 x14" THICK WASHER AT EACH END. COUNTERSINK AS NEEDED �T� TRELLIS DETAIL AT GARAGE 'LOF OPENING 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) �8' DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 Y2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 Y2" x 4," 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) %" x 4'/z" LAGS OR WOOD SCREWS @ MAX 16" • SOLID FILLED MASONRY W/(2) ROWS ''Y." 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 ZN 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 BARR BY OTHERS ROOF DECK ROOFTRUSS OR RAFTER UPLIFT CONNECTION PER TYPICAL WALL SECTION \L TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2; SHEET ST-1 PORCH BEAM (PORCH CEILING BOARD) PORCH BEAM TO POST: (1) MSTA24 POST TO SLAB: TYPICAL PORCH SHEATHING DETAIL ABU POST BASE ANCHOR AT MASONRY EXTERIOR WALL OR DTT2Z (THIS DETAIL IS REQUIRED AT ALL COVERED (UNLESS NOTED OTHERWISE) PORCHES UNLESS NOTED OTHERWISE) BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE FASTEN ROOF DECK TO TRUSS (EDGEWISE OR FLATWISE) FRAMING @ 3" O.C. ON TOE NAIL MIN 2x4 N0.2 SYP BLOCKING EDGE, 6" O.C. IN FIELD BETWEEN TRUSS TOP CHORDS W/ I WITH RSRS 01 (3) 10d COMMONS EACH END ROOF DECKS FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE-, SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE W/ 10d COMMONS @ 3" O.C. PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE I I I I I 8'-0" OR AS SHOW\PLAN \ON FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR .; FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY . AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (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 OVERHANG. 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 '/2' (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) TRUSSES NEEDING BRACING LATERAL BRACING - MULTIPLE TRUSSES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SCAB BRACE FASTENED TO WEB W/ 10d AT 6" O.C. IF (2) BRACES ARE REQUIRED, APPLY (1) BRACE TO EACH FACE OF WEB. TOP OF WALL CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER l� SPECIFIED ALTERNATE BRACING T OR L SCAB SIZE CLR 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. VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM f-- —� ---t --- --- — — ------ I I I I I I I I I � I � i I I � I 1 I I I I I I I I I I I I I I � I PRECAST LINTEL SEE SEE PLAN PLAN I I I EXTEND REINFORCING TO • - 1 _._ END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS I I 1 I I SHOWN. MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 j VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. I NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER I l NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED I 1 CELL EXTENDING FROM FOOTING l i TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND 1 1 i 1 I I 11 I I AT BOTTOM. 11 II lI CONCRETE FOUNDATION WORK TOP OF FINISH I I I PER PLAN FLOOR SLAB I I I I I I I I I I I / I I I I GARAGE SHEAR PIER � p LO ti > O O APEX W Q% N Z D '' ^^ VJ Z co W W Z 0 W tds -6 Q true design studios 0 u O JL L9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p F- IX C O a. O 01101ON'1! (D U � O J LL u Q U Z O J O Z = U This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp W I'— shown using a digital signature. Printed copies of this document are not considered signed and sealed X LU nd the signature must be verified a 3rd Party Certificate Authority Jby any electronic copy Qn Uj W 3 � MM W N 0. m 0 W Z O to O W J Q 0 z W 0 W W Uj F— H Q LL Q X c� O O Z 0 = W ~ U LU Z Abbott Park cr_ X IL _ LL a Q LOT 002-04-1 C W t CMUIMETAL CONNECTOR ENGINEERING - Q U O PROJECT NO: Q 2021.014969 z DRAWN: CD W CHKD: 0 LL MJP p 0 O LO .`%% �vsE N N1W • � U NBouSigned by +f'1 •Fir . e4`.FN '.�... • Z TAT E OF i�,�••• 3F4671DA�DJiF�t�. �O N A E % 111111 12-29-2021 O Z_ REVISIONS: No. Description Date W G7 W LU U I— ST=6 Z O 11 �p C�