Loading...
HomeMy WebLinkAbout8349 Wheat Stone DrDocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A ry � A4CB CLIFTON ELEVATION A Abbott Park, LOT 030-03 DRAWING INDEX ARCHITECTURAL SHEET NO. 'SHEET NAME A000 ARCHITECTURAL NOTES - A110 - --- — - ,1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 - - - - DETAILS -- A501 - - - - - DETAILS Ci O �' O �j AP�� N � o �_ N M -=: J �. W J Q J � � trrue �esira si�€dioss Z O (A �,.. U 9000 REGENCY SQUARE BLVD. � Q SUITE 100, JACKSONVILLE, FL 32211 � � � o � o � �- cn W ��.��� � F- �' � '� i ' �'. m as ,��a��°� ,w � W � ..,,. �. Q�. �'. ,� '.� .,, T.., �- w O O O � �q _ _: �d�� � C17Y �� ,� � FLAN EXAIvIIi�ER �%� --�`�' z � (� � � Q W w z � � z LV m J O t� � � W V Q � w O z o Q w � W L!J o V W W � O � � X � � O � Q � � w O I - a z O � U W Q Abbott Park Q O U J (n � LOT 030-03 p Q w U Q Z Z � � OPROJECT NO: W -� 2021.009226 � O � Z DRAWN O U CD o W CHKD � ~ MJP � � X - w w d J Q U X � �i� } (� m Z �3 - � j % ��� S I � �� �'\� � � �� o C7 .Z � Z z O 07-29-2021 p 1= w U REVISIONS: w � - _ Q No. Description Date � w (n J >- U C� � O � O O Z _ z _ �o U 0 w H X w d - - -- -- Q i I I - i i i � i i I i � i I I � f I l i -ri f I I I I I I T— � i 1 � STRUCTURAL SHEET NO. SHEET NAME ST-1STRUCTURAL SPECIFICATIONS_ ST-2 _ '' FOUNDATION PLAN - - ST-2D - - - - - FOU_NDATION DETAILS ST-3 _ _ ,1st LEVEL STRUCTURAL PLAN ST-3A - - - - - - - 11st LEVEL ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 ;SECTIONS AND DETAILS ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE -RESIDENTIAL: 2020 FL BUILDING CODE -FUEL GAS: 2020 FL BUILDING CODE -PLUMBING: 2020 NATIONAL ELECTRIC CCDE: 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 VOLUME CONDITIONED AREA _ � 1st Floor 16945 CF 1st Floor ! 1816 SF ': I Grand total 16945 CF - - -- - 1816 SF UNCONDITIONED AREA :.Garage !455 SF --__ -- —_. -- 1 Entry � 30 SF - --- Lanai 165 SF -- ---- _ 650 SF Grand total '�2466 SF DocuSign Envelope ID. 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A - GENERAL ELECTRICAL NOTES ABBREVIATIONS LEGEND ROOF NOTES EXTERIOR ELEVATION GENERAL NOTES Footer ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT INSTALL ROOF VENTING PER MFR WRITTEN COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE ABV ABOVE INSTRUCTIONS PER FBC R806 FRONT ELEVATIONS BANDING, MOLDING, Re -Bar (sized AC AIR CONDITIONER COLUMNS AND TRIM SHALL RECEIVE A SAND • ALL OVERHANG DIMENSIONS ARE TO EDGE OF FINISH. SSE ELEVATION FOR DEPTH OR RAISED according to r • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V AFF ABOVE FINISHED FLOOR RAFTER. REFERENCE WALL SECTIONS/DETAILS BANDING foundation plan) BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AHU AIR HANDLER UNIT FOR ALL OVERHANGS NOT DIMENSIONED. AFCI PROTECTION BLK BLOCK SIDE AND REAR ELEVATIONS BANDING AROUND CABS CABINETS WINDOWS AND DOORS MAY BE OPTIONAL PER • ALL UNDERLAYMENT MUST BE INSTALLED IN • CARBON MONOXIDE PROTECTION PER FLORIDA CLG CEILING COMMUNITY SPECS -SEE COMMUNITY COMPLIANCE WITH FBC R905 #4 awg CU bare w/ 10' stubbed a STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' CHR CHAIR RAIL .1.1 SPECIFICATIONS OR CONSULT THE outside of slab at service , < o COFF COFFERED CONSTRUCTION MANAGER. ALL BANDING SHALL location. Connect to Tooter steel �, OF EVERY SLEEPING ROOM • EACH 4' OFF RIDGE VENT REQUIRES 1 46'' x 3" CUT () RECEIVE A SAND FINISH w/ 2 round clamps 5' a art ', a � COL COLUMN OUT IN ROOF SHEATHING PER MFR WRITTEN ( ) g p p a • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. COND CONDENSER INSTRUCTIONS • ROOF COVERING SEE COMMUNITY CRN CROWN MOULDING SPECIFICATIONS OR CONSULT THE �__ t'c • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V CVAC CENTRAL VACUUM SYSTEM CONSTRUCTION MANAGER. SEE STRUCTURAL RECEPTACLES INSTALLED OUTDOORS MUST BE DBL DOUBLE SHEETS FOR SHEATHING REQUIREMENTS GFCI-PROTECTED DIAG DIAGONAL DR DOOR • FLASHING SHALL BE INSTALLED AT WALL AND DRY DRYER ROOF INTERSECTIONS, DECK AND WALL • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V DW DISHWASHER INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN UFER GROUND DETAIL RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF NON -DWELLING OCCUPANCIES-i.e. OUTDOOR EB EYEBROW OPENINGS N.T.S. FL FLOOR LINE (MAT. CHANGE) SUMMER KITCHENS RECEPTACLES) MUST BE FLR FLOOR • GFCI-PROTECTED FP FIREPLACE WINDOW PAN FLASHING SHALL BE IN - - - ACCORDANCE WITH FBC R703.4 ELECTRICAL RISER DIAGRAM FXD FIXED • PER NEC SECTION 406.8(B)(I) 15A & 20A OPTIONAL OVERHEAD FXT FIXTURE o WALL HEIGHTS VERIFY ALL BEARING WALL SERVICE SAME AS RECEPTACLES IN A WET LOCATION MUST BE WITHIN GLS GLASS HEIGHTS WITH FINAL TRUSS LAYOUTS 150 = #1 Copper or 2/ 0 Aluminum AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN UNDERGROUND 150 OR 200 Conduit. HB HOSE BIB PP AMP SERVICE 200 - 2 /0 Copper or�C DIIuminum in 2" SCONNECT ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING KS KNEE SPACE LATH PER FBC R703.7.1, LATH AND LATH - - RECEPTACLES SHALL BE LISTED AS WEATHER LAV LAVATORY ROOF VENT CALCULATION ATTACHMENTS SHALL BE OF RESISTANT LT LAUNDRY TUB - CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE METER MAIN MRBL MARBLE FORMULA: ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE DISC. • PER NEC SECTION 406.11 IN DWELLING UNITS; ALL MC MEDICINE CABINET NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 150 OR #12 COPPER TO APPLIANCES AND GFI 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS MIR MIRROR 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, - - 200 AMP TYPICAL TAMPER -RESISTANT MTL METAL OF CEILING SPACED NOT MORE THAN 6 INCHES (152 MM), OR ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS OH OVERHEAD *144 SQ. IN. = 1 SQ. FT. AS OTHERWISE APPROVED PANEL -- #10 COPPER TO WATER HEATER • PER NEC SECTION 800.156 NO LESS THAN ONE OPNG OPENING BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) UNDGND #8 COPPER TO RANGE COMMUNICATION OUTLET SHALL BE INSTALLED OPT OPTIONAL BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED • PLASTER PER R703.7.2, PLASTERING WITH SERV. BY SQ. IN, OF VENT REQUIRED 12 = 50% AT HIGH AND 50% PORTLAND CEMENT PLASTER SHALL BE NOT LESS POWER CO. #6 COPPER TO HVAC WITHIN EACH DWELLING UNIT R & S CLOTHES ROD and SHELF AT LOW. THAN THREE COATS WHERE APPLIED OVER METAL REF REFRIGERATOR LATH OR WIRE LATH AND SHALL BE NOT LESS N.T.S. PER NEC SECTION R3143 AND R3151 SMOKE SD SOAP DISH THAN TWO COATS WHERE APPLIED OVER • .. PER FBC SECTION R806.2: 40% MIN. BUT NOT MORE I - �� - #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH DETECTORS TO BE INSTALLED INSIDE EACH SDLTS SIDE LIGHTS THAN 50% OF VENTILATION MUST BE PROVIDED BY MASONRY, CONCRETE, PRESSURE -PRESERVATIVE B) BONDED TO CONTINUOUS FOOTING STEEL SLEEPING AREA SGD SLIDING GLASS DOOR VENTILATORS LOCATED NO MORE THAN T-0" BELOW TREATED WOOD DECAY -RESISTANT WOOD AS SH (2) SHELVES (QUANTITY) THE RIDGE OR HIGHEST POINT OF THE SPACE SPECIFIED IN SECTTION R317.1 OR GYPSUM INTERSYSTEM BONDING TERMINATION PER NEC 250.94 • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED SHWR SHOWER BACKING. IF THE PLASTER SURFACE IS TB TOWEL BAR BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) COMPLETELY COVERED BY VENEER OR OTHER IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO FACING MATERIAL OR IS COMPLETELY NOTE: INSTALL, KIDDE MODEL # 14618A SMOKE ALARM, OR TPH TOILET PAPER HOLDER CONCEALED, PLASTER APPLICATION NEED BE ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE APPROVED EQUAL T&S TUB and SHOWER (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) ONLY TWO COATS, PROVIDED THE TOTAL PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY TEMP TEMPERED PER LINEAL FT THICKNESS IS AS SET FORTH IN TABLE R702.1(1). �- -- • PROVIDE GAS DROPS AS PER COMMUNITY ONLY TR TRANSOM ON WOOD -FRAME CONSTRUCTION WITH AN I VOL VOLUME (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR WC WATER CLOSET W/ 9.19 SQ IN (NFVA) PER LINEAL FT PLASTER SHALL BE APPLIED TO COVER, BUT NOT • JUNCTION BOX AT WATER HEATER, RANGE AND/OR I EXTEND BELOW, LATH, PAPER AND SCREED. THE DRYER TO BE 220V IN NON GAS COMMUNITIES, AND WD WOOD CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL PROPORTION OF AGGREGATE TO CEMENTITIOUS WH WATER HEATER MATERIALS SHALL BE AS SET FORTH IN TABLE 110V IN COMMUNITIES THAT HAVE GAS OPTIONS NOT INCLUDE NON -VENTED FIRE RATED SOFFIT PROVIDE APPROPRIATE RECEPTACLE PER WNCT WAINSCOT WS WATER SOFTENER ' LOCATED LESS THAN 5' FROM PROPERTY LINE R702.1(3) APPLIANCE WASH WASHER • WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY GAGE), CORROSION -RESISTANT WEEP SCREED OR • WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES EXCLUDED). (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT WALLS IN ACCORDANCE WITH ASTM C926. THE LESS THAN 30" DEEP AND 30" WIDE SHALL BE WEEP SCREED SHALL BE PLACED NOT LESS THAN PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES APPLIANCE - (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A -_ _-- - - -- - - - - - TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • WATER -RESISTIVE BARRIERS PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC R309.1 GARAGE AND CARPORT FLOOR SURFACE AREAS USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARDS THE MAIN VEHICLE ENTRY DOORWAY • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCATION, G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER FBC R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312.2.2 • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR • C.J. = RECOMMENDED MASONRY CONTROL JOINT LOCATION • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING 0 c� O O O 04 APEX 00 O i tti r N (N7 'e LL d J t S J � true design studios Z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 o O w H � cn HOMN 'D J��� g mi. yr LU U Z w w w O O O rn ti ZIT r- O O U) Z W U) W 0; Z_ z W m J O w LU V Q W Z_ Z > Q Q W W o Q w (If V W W O X J IL LL - Z1 rl- 0 Z O O I-- W Z U a' L- J Abbott Park O U _I U- LOT 030-03 (n 0 Q w F- U Q Z _Z 0 C� U) O PROJECT NO: w 2021.009226 O LL Z U DRAWN: CD O o CHKD: u7 X MJP w w w Q J Q X Q U U). W m Z O w Q Z 0 O w U) O Z Z U) O 07-29-2021 1= w U REVISIONS: w LL _ Q No. Description Date ~ w (n _J >- U C� c� OJ I— O O Z Z = O U 0 w X w AOOO a Q DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A LI- - 111 I . 111 1 1 11 1 1 II I _ I_ 1 1 1 -1 _t I - --- I - I - I I 1w} i — I II - -- VERIFY AC COND o' LOCATION W/ SURVEY cn w cc� _ LU v0 o N ' I Lr) 00 0 I m I N I N 17'-10" 27'-0" N BEDROOM 1 9'-4" CLG 6'-0" 8'-0" 21068 i/ WIC °` °° 9'-4" CLG V) 1S&1R 65'-0" 60'-0" 5-0" __ - --- - - - - - - - - ---- - - - - - - - 6'-4" 5'-4" 7'-6" 23'-0" 1'-4" 1'-4" 2'_4" 33'-0" 3010 FX TEMP HB _.... _ ..... _ ..__... - 8' 0" H.H. ..-. ------.;...^ 'k \...- - _ -- -- - i I ' 9'-4" CLG �112& - 1S&1R 1161 0p 1 _ N " r '3 vCI I I o 6 �; �1271 -101� I!160' X O 21068 ` -20 1251 164 o WIC ;I o N 9'-4" CLG N cN-1 O `° BATH 1 ' 9'-4" CLG T-10" 3,_6„ ,, 8'-2" T-6" 2'-4" 20'-8° I 2068' 3 SHS I" 1S&1R N i' - - -- GARAGE / 14& �' 3 SHS 9'-4" CLG _ 0_ O �- - I MECH I 21068 ---- -----N "' �QJ (,`' 9 4162G. X PANTRY --105 - 144 9 -4 CLG Ln - _ c° =' N �_ _� LAUNDRY 9'-4" CLG N L147 146 101, 0o I� 10'-0" I I I 00 T NI OD I I I I I OUTDOOR LIVING 9'-4" CLG I I ' N = o moo m I N 00 N I I � 180 _ T-8" 01 9,_0„ 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 2868 , o' N 06,1P � LOUVERED N `° KITCHEN z o-- � I I li 9'-4" CLG m N o V 2'-8" 2'-4" ;�' 130' 142 c, v b� I � I rn- 0o 2 -9. 0 3 9 -- F1 00' 101CD 1.0, C - o' 180 - - M; N — co 1108 �- - - - - - - - - -- - -- - \ 7'-5" � 6'-5' - 2'-10"_ 3'-0" 8" 17'-4' 3'-4" 5'-0 o FOYER ` o ENTRY 00 9 -4 CLG 6 0 _ 4 L N 3 -0' i 105 2 \ 2068 1S&1RI 0 1S&1R cy)0 00 /c1c"101 ch No N 3 SHS _ 00 - \ -- - ---- 21068 2-2068 0l 00 DINING ROOM 9'-4" CLG CD' /7 9'-4" CLG m4 21068 3052 SH HB 8- 0 H.H. GREAT ROOM O _ 9'-4" CLG LU C1 o BATH 2 o 1- - 9'-4" CLG vNi oo BEDROOM 2 BEDROOM 3 9'-4" CLG 9' a" CLG o' 123 \ 0 1 .. c I 3052 SH 8'- 0" H.H. 12'-2" 11-2" 8'-4" 26'-0" 56'-0" 65'-0" m 2-3052 SH EGRESS 8'- 0" H.H. _ VERIFY AC COND LOCATION I W/ SURVEY - 24'-4" 8 1 /2 ' _ ' 5'-3 1 /2" f 12'-8" FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123- TUB R.O. 5'-0'Y4' 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER E 0 c� 0 APEX co :V tds JJ J J true design studios (D Z J 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 ci CD 11HOMOV 0 IY Q C3 U Z W C7 W ry 0 O rn LO ti z ti O O Cn Z W L w� W Z_ � W J O w m WLU V Q W O Z (D 0 Q Z W w0 W V w w OJ X LL L Z r O � F- O o r1 Z_ O 10- U- Abbott Park O U -i U) U- LOT 030-03 0 f- Z Z OPROJECT NO: w J 2021.009226 0 ODRAWN: O U CD o Lij CHKD: L0 MJP U) w W X UU) U) m z 0 � W Q Z O W c/) QZ Z c/) QQ O 07-29-2021 Q U REVISIONS: U- No. Description Date W w J � U O ~O O Z 2 0 U W H X W Al 10 Q DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"04" I o' P(:D 1 6" 6" 2 DECO DRAIN TILES A200 1 1/2" = V-0" WHEN PRINTED ON 22"x34" 12 5 �2„� +1 - +2 - -- ch +1 6,. 172"I,1 1 DECO TRIM 6 IN A2U0 1 1/2" = V-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT-' VENT I PROP LINEAL PROP Area HIGH LOW # RATIO HIGH FT - LOW L2465 SF 592 in2=92 in2 144576 140 j 1286.6 (•F yp" 0 ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 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 - 5 COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS 1st LEVEL BRG JOB) 1st LEVEL BRG JOB) - !� _ \� 1st LEVEL BRG (TOBJ 7/80(3 C SHALL BE OAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER 9' 4" 9' 4" 9' 4" 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 1st LEVEL FFE , 1st LEVEL FFE �0' 1st LEVEL FFE 224 - FIBER CEMENT SHAKE SIDING 0' - 0" r 0" - - - -- - - - 0' - 0" 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 2?.8 - BRICK VENEER RIGHT ELEVATION I,, 229 -FOAM CAP -- - - - - - 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"04" 259 - 2"x TRIM - SIZE AS NOTED 26C - 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. 12 REAR ELEVATION___ 1/8" = V-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT (AFF) 1 T - 11 7/8" 1st LEVEL BRG JOB) 9'-4„ - 1st LEVEL FFE -o, _ o„ HEIGHT (ABV GRADE) 18'-77/8" 266 222�� 4" 260 18"x62" 263 I 221 2" OVER 40" 260�� - (+1" PROJ) SLP TOP 3068 w/ 3010 / TRANSOM ABV FRONT ELEVATION 1/4" = V-0" WHEN PRINTED ON 22"04" 12 5 BUILDING HEIGHT (AFF 17' 11 7/8" A200 1' ENTRY HEEL —-------- 10'-4" 1st LEVEL BRG CTOB — — - -- 9'-4" 1st LEVEL FFE O c� O O O APEX c0 CD q) N N co zz LJL W J tds Q true design studios N Z O W U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O_ O 70 O D W 11HOMN' J3 w a � N w W w O O O rn ti z p w z w U) W ZU. _ � _ z w m J O w LU w w z > o w m w w o V w w o J x IL L O 0 H Q 0 0� W Z O U LL Abbott Park J O U J (n U- LOT 030-03 0 Q w Z Zrn V OPROJECT NO: w OJ 2021.009226 LL Z DRAWN: O U CD o i.- CHKD MJP U) X - w w W J Q U Q U) 0�0 Z 0 W j � I, O Q Z z U) O_ 07-29-2021 p � W U REVISIONS: w U- _ Q No. Description Date Uj U) Q >- U (D j O O Z = O W H X W A200 Q DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS CONCRETE TILE ROOFING -- - INSTALLED PER MFR SPECS OVER VARIES (R WD SHTHG OVER PRE-ENG WD *OOF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS 2 ` A400 j INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS VARIES (RE: 12 ELEVATION) F_ a WE Al 1 st LEVEL TOB •° ° 'old INSULATION PER CODE .. N&0 ....♦ CEILING GYP .. ■ ER XXXX►..X..� POURED BOND BEAM (RE: STRUCTURAL) I PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al 10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA TYP ONE-STORY WALL SECTION SCALE: 1" = V-0" FIBERGLASS SHINGLE ROOFING -- --- - - - - INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD ROOF PLAN) TRUSSES (RE: STRUCTURAL) r ALUMINUM DRIP OVER — 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS �8" THICK STUCCO FINISH TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM -- STRUCTURE)(TYP ALL SIDES) VARIES (RE: 12 ELEVATION) F 12" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1 /2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" a INSTALL VAPOR BARRIER IN ACCORDANCE WITH — ASTM E 1643-98 FOUNDATION/FOOTING VARIES a (RE: STRUCTURAL) ,-I TYP ONE-STORY WALL SECTION AA4400� - - - SCALE: 1 " = V-0„ O O N O c 00 APEX co J w _j J J a z O W tds Y Qtrue design studios j 0 o 9000 REGENCY SQUARE BLVD. ILLISUITE 100, JACKSONVILLE, FL 32211 u�y O U) 4- > D J � D LU 0 BM" N ai Q z� w (D w O 0 0 rn ti z U) U) w z_ U) m LLJ _ w w w z W 0 W z w C G Q w O O Q LL z w Q w LL 0 o u- a O - X U - 0 Ix O O J IL p w w Q z U Iz z ILL 0 w O U z U w PROJECT NO: w F- Lu Q X z C0 w DRAWN: Q MJP w 0 X CHKD TSD O m o o U-) w c� z — w O Q w Q z 0 U) z D 3: O F- o U ILL 0 Q z U) 3: >_ REVISIONS: j No. Description ! Date w O iU) _ _ w w J w U a Q o A400 z O 0 DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A LO WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT r— SHINGLE ROOFING ROOF CEMENT "L" FLASHING SCALE: N.T.S. O 1. FOLD INWARD at PT. A O 21. FOLD INWARD P . B PT. A O 1. FOLD INWARD at PT. A . CREASE t WATER TIGHT SEAL. FOLD, DO NOT CUT (D FOLD FOLD at 45 [� ) 1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE FELT UND SHINGLE ROOFING DRIP EDGE: OVERLAP 3', EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX BOTTOM x x\ 2. CREASE at PT. B 3. CREASE at PT. C (1)FOLD at 77° 7/8'' THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES ROOF/WALL SCREED 5x5 WALL FLASHING \ a„M ti Z LUw� 0 Zw QQ KICK -OUT FLASHING (SEE DETAIL) P 0P FASCIA WRAP WALL KICKOUT FLASHING WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS 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 © PLAN A SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATI, WRB LAYER #1, STUC WRAP WOOD SHEATHING APPROVED HOUSEWF BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF-AD;IERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 ELECTRICAL RECEPTACLE 2x SUB-BAND`,W/1/2"X? NOTCH @ END. WRAPPED IN PEEL & STICK DRIP EDGE �. I� ?s" TEXTURED FINISH @ WOOD�8"TEXTURED FINISH @ CMU METAL FASCIA WRAP",,," FROM STUCCOI, 1'° FROM WOOD WALL EXTERjbR WALL fl:2'AME OR CMU) NOTE NOTCH FOR 2x6 SUB ROOF KICK OUT \ BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) K_,� OA ELEVATION PRE-ENG'D TRUSS TO BE CUT .'a WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d DRIP EDGE, 1" OFF WALL r,(NOT INTO STUCCO) s" 3-COAT ,'PLASTER 2x6 SUB -BAND W/1"x4" NOTCH @ END, WRAPPED IN PEEL & STICK �— METAL FASCIA WRAP 1" OFF WOOD WALL. SUB -BAND 2" OFF WOOD WALL NAILS 6 8 O C. MAX METAL FASCIA WRAP 2x SUB -BAND W/1 l;,"x4" NOTCH @ END METAL WRAP FASCIA DRIP EDGE EXTERIOR. WALL (FRAME OR CMU) SUB BAND DETAIL a WALL 2x6 SUB BAND ©PLAN B WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER STEP#2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK *ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL (a)- WALL WOOD SHEATHING WRB LAYER#1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT ' WALL KICK -OUT FLASHING i FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 'a" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, D WRAPPED IN PEEL & STICK "ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL (d)- WALL W/ KICK -OUT SCALE: N.T.S. O O N N 0 O p APEX � C3 M J LL? W J Z Otd4, U) Y Qtrue design studios O O uj H 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 y 0 cn J •� m 011HO-090V P �r �" . \apx $"' e� � � gq e 'V V� J .� Z W W Of -6 N O O O O') i ti L0 ti O Z w U) W Z � /1 : co W W W Z W V ) Z W Q O Cif o p LL W O Q W � Q o O O x X U Q 0 �- Z O J O � W W Q Z U � z a LL } W 0 0 Q O U Z 2 0 w U PROJECT NO: W w Q X !z!n w DRAWN: V Q MJP w Q t� CHKD: LL TSD O m Q C:) LO W (n Z W O J Q W 0 Q U) Z 0 z O � 0 U LL U) Q 0 Z U REVISIONS: < O No. Description Date w O Z w _ - W U — 1: W ~ W X J Q W U Q O A500 O 0 DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A 1 --I I I 1 II V. 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS FLANGE CASING BEAD CASING BEAD at WN SCALE: N.T.S. *.. e. i 5/8" CEMENT PLASTER . ` 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH 8" CMU A ..1 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. Y2" GYP BIRD OVER J ! PRE -SHAPED STUCCO BAND 1x2 TREATED W/ SLP TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1 y2" = 1'-0" PRE -FORMED CONTROL 5/8" CEMENT PLASTER JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN • MASONRY BEFORE APPLYING) � I / i _ T I CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 2 CORNER BEAD (FASTENER & SPACING at 7"0 C j N N CMU �— 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ { 5 " STUCCO FINISH (RE STRUCTURAL) 12" GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED _ _ W/ INSTALLED PER MFR FURRING STRIPS -' J -- WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) _ WOOD BLOCKINi 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) 43' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 1 1/2" = 1'-0" 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. ELECTRIC ME] FIELD VERIFY LOCATION AREA TO RE('E STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION - _ WOOD CONST BEYOND WOOD SHEATHING f 6" SELF -ADHERING WEATHER RESISTIVE FLASHING U BARRIER #1 WEATHER RESISTIVE WEATHER RESISTIVE BARRIER #1 �✓ a \ T� BARRIER #2 WEATHER RESISTIVE �\ BARRIER #2 ' '✓ v \ 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL / STARTER STRIP f- r DO NOT CAULK OR 6" SELF ADHERING a —� SEAL OPENING FLASHING / - GALV'D METAL "Z" FLASHING GALV'D METAL "Z" �a - FLASHING DO NOT CAULK OR 1 1/4" X 6" SIMULATED SEAL OPENING - = WOOD TRIM MEMBER 1 1/4" X 6" SIMULATED - STUCCO WOOD TRIM MEMBER j .' CASING BEAD SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD — y SIDING TO STUCCO FRAME TO BLOCK SCALE: N.T.S. SELF ADHESIVE -OR- FLUID r APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) F EXTEND UP AT JAMBS 4" MIN) PRECAST CONCRETE SILL 4a" BACKER ROD W/ SEALANT j VINYL FLANGE CASING BEAD 2" GYP BIRD OVER J INSTALLED PER MFR 1x2 TREATED = -- ------ WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP) 1," STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 1 b2" = 1'-0" 1/2" 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 I: THREE COAT STUCCO FINISH VVD SHEATHING (fie" NCM) OVER GALV MTL LATH �.= OVER 15# FELT OVER APPROVED (RE: STRUCT) HOUSEWRAP FASTEN TO WD STRUCTURAL MEMBER at 7" O.C. MAX 7/8" TO 5," MID -WALL T WEEP SCREED s: - • ` 6" WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS )NE (1) 3 ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP OVER NAILING FLANGE WD SHEATHING (RE: STRUCT) MTL DRIP FLASHING W/ HEMMED EDGE SET IN CONT BEAD OF SEALANT - TRIM (RE: ELEVATION) i EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT BEAD OF SEALANT - --- - VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 1/2" (MIN) STUCCO FINISH { TEXTURED PER COMMUNITY A SPECIFCATIONS STUCCO SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) SCALE: N.T.S. DOOR HEAD at CMU CMU LINTEL (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gMpAPS�OYNNRGY1BEFORE METALI DOOR FRAME EXTERIOR SCALE: 1 1/2" = 1'-0" 12" GYP BIRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR DOOR JAMB at CMU CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) � CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gMpAPS�OYNNRGY�BEFORE METALI DOOR FRAME EXTERIOR SCALE: 1 1/2" = 1'-0" O O N E N 00 > 4 C7 O Ip APES0 N 1R, N co Q7 J LL � W J Z O U) tds Y 0 true design studios j O O ILLI 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 0 J m cb 01HOMON" 3 i owle U) a e U Z LU W W' O O O O i LO ti Z CD W Z !^ U) W m LU N LLI I..I.. W Z 1�1 ��LL^^I Z VJ W G Q 75 0 0 W' o p IL- W O W 4 Q 0 O 13- - O x Q 0 � Z O O J W W Q Z U Z a LL W O Q Z 0 W U W PROJECT NO: F- Q W - - (D DRAWN: Q MJP w X CHKD: TS D 0 m O 0 U') LI J (n Z — W o Q W U Q U) Z (D cn Z_ Z) O Q U- Q � Z } REVISIONS: Q O No. Description Date 0 O W Z Uj U) � W J UQ � U Q � A501 Z O 0 DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A VERIFY AC COND - LOCATION AFI PHAFI W/ SURVEY —� Q PANEL: c���- 0� � C � � � � _ LOAD CIRCUIT CIRCUIT LOADDESCRIPTIO POLES C B PHASE C/B POLES DESCRIPTION TYPE NO. N0. T'fPE _ .ATO€� {. - ? 3 ,' _ R THI REC EPT CLE_ _, 1 20 7 B u �,,�•T-i LIGHTS FANS - - _ .1 t i 9 10 20 MICROWAVE t,, HOOD l t �, GARAGE �;� 1 2L 11 12 2C, _ LAUItiIDR1IA.+(G EXTERIOR R.,i_ 20 13 14 20 iKITCHEN (A 15 � 16 2C _ DINING (A) DRYER t£ 7 A 18 t_; - - GREAT ROOM IA. 19 n 20 ?U 1 R,L OWNER'S SUITE to OUTDr�OR UNIT ilT - 2.5 TONS ' ;' y L 21 2 2t _ BEDROOM 2 (A) IN DOOR UNIT - 2.5 TONS L= B 2�� STUDY A 26 ?CI _ - _ UTILITY/MECH ROOM (DEFAULT E-LECTRIC.A HEAT; 21 B 28 20 - SPARE WATER HEATER ELEC PANEL IRR GFI SW IN ATTIC O CLG .GFI �� 6 1 GFI GFI SVC I AFI © { 4� \ GFI / GI GFI u- — (D M " u > AFI C� \ AFI _----- AN WP GFI \ / 3' _ < , AN \ _ ,0 GF a QD 1 \ Ist LEVEL ELECTRICAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22" x34" a a - 11 / AFI AFI AFI VP�' WP GFI AFI r VERIFY AC COND LOCATION W/ SURVEY AFI ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON DOOR BELL CHIME 3-WAY SWITCH CHIME GARAGE DOOR 4-WAY SWITCH BUTTON DIMMER SWITCH j�n GARAGE DOOR ��LL-3 OPENER 220 VOLT OUTLET G GFCI DUPLEX OUTLET I DUPLEX OUTLET 8CLGCEILING OUTLET - 8 AFI AFCI DUPLEX OUTLET SMOKE DETECTOR FLR FLOOR OUTLET B JUNCTION BOX CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR TELEVISION SMOKE DETECTOR A OUTLET A NETWORK OUTLET TELEPHONE OUTLET PANELSERVICE PANEL �SERVICE METER (D GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE VV FLOOD LIGHT DOUBLE SCONCE oo STRIP LIGHT STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN VENT TO EXT CLOSET CASTER ® CASTER LIGHT PULL CHAIN LIGHT UNDER CABINET LIGHT KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT _ HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI LIGHT I-ED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT ®FIR FLUORESCENT LIGHT RECTANGULAR ROUND PRE -WIRE FOR CEILING FAN F CLG FAN ' ROUGH -IN PRE -WIRE FOR LIGHTED CLG FAN W/ CEILING FAN LIGHT ROUGH -IN E cs cx 0 o 0 APEX N {} 00 (D o rn Cy') Amol J IL tdb ttrLU €e design studios Z O - U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 ua p O CD � (j7 W CY ~ va U) RRHOMN" Q) m a : w0, tY O U Z W CD W 0 0 0 rn ti IT z ti O pZ LU A ' W Z_ m J O cn W V Q W z O w w o J V w w O X LL L z O Z O < 0W z O a- U LL Abbott Park w O U J - -- - — C/) U_ LOT 030-03 - -- ❑ Z_ Z O PROJECT NO W O 2021.009226 LL z DRAWN -- - - O U CD CD w CHKD: MJP X W W Q U X (n Q m Z w Q Z ❑ Ot W C) 2i Q z_ Z (n Q O 07-29-2021 p W U REVISIONS: w Q No. Description Date ~ W U) I -- Q >- U (D U) O I-- O O U ❑ W H X El 00 W W Q DocuSign Envelope ID: 5C3C56A8-1360-4D38-82F9-A78DD9D6816A 111 _ I IL_ DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes , 7th Edition (2020) Code for Design Loads ANSI/ASCE 7-16 ROOF LOADING' ............................................... Cd = 1.25 TOP CHORD LIVE LOAD ............................ .... -20 PSF TOP CHORD DEAD LOAD................................7 PSF (TILE = 15 PSF) BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE ............... 20 PSF ATTICS WITHOUT STORAGE ....................... 10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF Cd 1.60 ASCE 7-16, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY .................................. C BUILDING CATEGORY ..................................... II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF ........................0.18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING..............................................Cd = 1.00 TIVEC68111D. LIVE. LOAD ._........ _....... _............................................40 PSF ID@PllILLOAM.D.EAD.LOAD._-..--.......................................... 10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD ........................ 5 PSF SPECIAL FLOOR LOADING ............................. Cd = 1.00 GAME ROOM2 LIVE LOAD .............................. 60 PSF BALCONY/DECK LIVE LOAD ........................... 40 PSF DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL / 240 WOOD I JOISTS ............................................... TL MAX '/2' LL / 360 BEAMS'.............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED %" DEFLECTION 2. MAX 16" O.C. FLOOR TRUSS SPACING BELOW GAME ROOM 3. ROOF TRUSS WIND DESIGN METHOD SHALL BE MWFRS (DIRECTIONAL -OR-ALL HEIGHT) C-C HYBRID 4. 140 MPH EXPOSURE C IS COUNTY MANDATED WIND CRITERIA. SITE IS NOT IN WIND BORNE DEBRIS REGION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24-25 -29.64 SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 THIS STRUCTURE IS LOCATED IN THE WIND BORNE DEBRIS REGION AND HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. AS SUCH, THE BUILDER MUST SUPPLY OPENING PROTECTION IN ACCORDANCE WITH SECTION 1609.1.2 AND/OR SECTION R301.2.1.2 AND LOCAL BUILDING JURISDICTION. END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301.2 (7) i� 4.0 1ST FLOOR Fl__"II (TMP)'k -END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTES 3A _ p (D STUCCO AND DIRECTLY MIN 1%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%"E24/16 w= ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ I­_Q N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. uJ IW_ Q Oz U J ALL OTHER VENEER MIN i5" 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) Y C7 rn TILE AND METAL ROOF MIN 1%2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION = xs (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND uJ 6" O.C. IN THE FIELD 0 w � MIN Y/6' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O T O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/32" T&G OS3 OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES. 12" O.C. IN THE (NOTE 5) FIELD. MIN 3/8" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEAFHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR N4IN %2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 %" COOLER NAIL OR NO.6 x 1 1/4" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1/32" CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 15/32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE �/16" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 15/32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTFS 1 2 3 4 DIAMETER LENGTH 8d COMMON 0.131" 2-'/2" RSRS-01 0.113" 2-3/a" RSRS-03 0.131" 2-'/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'A" 16d SINKER 0.148" 3-%" 16d COMMON 0.162" 3-'/2" NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA ! STANDARD CARBON STEEL STAINLESS CONNECTORS AND SODIUM BORATE (NOTE 1) FASTENERS REQUIRED. CONNECTORS MUST HAVE III 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). E 4 DEFORMED BARS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRAD 0 ( ) 4. ALL REINFORCING STEEL SHALL_ HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP, 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE'/2" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2.000 PSF IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION. SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2, 3, 4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE L SIMPSON - SIMPSON FASTENERS ! I -�- MITEK ! LISP FASTENERS i SIMPSON , - - - - SIMPSON FASTENERS ------==__--__-- MITEK ! I - - LISP FASTENERS - --- (8)'/4 X 1 1/2" SIDS SCREWS L (8)A" x 1'/z" WS15-GC DTT2Z IN STUD '12" 0 X 4 %2" WOOD SCREWS IN STUD (9) 10d COMMON i (9) 10d (NOTE 2) EMBED EPDXY OR SCREW ANCHOR DTB TZ I /2 0 x 4%" EMBED EPDXY OR SCREW ANCHOR CS18 I EACH END CS20 COMMON EACH END - (18)0.162"x2'/2"IN (18)0.162"x2'/z"IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS ! (7) 10d x 1 /z" (7) 10d x 1 ' /z" (NOTE 2) �8" 0 x 6" EMBED ANCHOR HTT45 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE_ IN CONCRETE L- (26) 0 162" x 2 '/2" IN (26) 0.162" x 2 '/2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS " MSTA24 (9) 10d COMMON (9) 10d COMMON (NOTE 2) �8" 0 x 6" EMBED ANCHOR i:;, 0 x 6" EMBED ANCHOR EACH END !MSTA24 EACH END IN CONCRETE IN CONCRETE L SIDS SCREWS (20)'/4" x 3" (24) 3" WS IN STUD I HDQ8-SDS3 IN STUD GROUP 7,," 0 x 12" EMBED PHD8 i GROUP %" 0 x 12" EMBED a ANCHOR IN CONCRETE MSTA36 (13) 10d COMMON EACH END MSTA36 1 (13) 10d COMMON EACH END ANCHOR IN CONCRETE (7) 10d COMMON IN L (7) 10d COMMON IN META12 (7) 10d x 1 '/2'" IN TRUSS 4" WET EMBED IN HTA16-18 (7) 10d x 1 '/2" IN TRUSS 4" WET EMBED IN MSTAM36 WOOD FRAMING WOOD FRAMING MSTAM36 ! WALL (4) Yn" x 2 '/4" TITEN (5) 1/4" x 2 %" TAPCON IN GROUTED BLOCK WALL GROUTED BLOCK SCREWS IN MASONRY 1) 10d 1 /2 IN MASONRY (111, 10d i /2 IN META20 (8) 10d x 1 '/2" IN TRUSS 4" WET EMBED IN GROUTED BLOCK WALL HTA20-18 (9) 10d x 1 '/2" IN TRUSS 4" WET EMBED IN GROUTED BLOCK WALL HTS20 ! x (1� TRUSS/RAFTER (11) 10d x 1 '/2" IN STUD (12) 10d x 1 '12" IN x ; HT WTRUSS/RAFTER 20 (11) 10d x 1 '12" IN STUD (8)10dx1Y2"IN ABU44 (12) 16d COMMON NAILS ) 6 12 1 d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER (NOTE 6) �8' 0 x 7" EMBED EPDXY PAU44 8 0 x 7" EMBED EPDXY HTSM20 (12j 10d x 1 '/2" IN HTWM20 (4) %" x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD --- (5)8dx1Yz"IN 12 16d COMMON NAILS ( ) t 12 16d COMMON NAILS ( ) 5)8dx1'/2"IN ABU66 (NOTE 6) �8" 0 x 7" EMBED EPDXY (12" EMBED AT GARAGE DOOR RETURNS) PAU66 '8" 0 x 7" EMBED EPDXY (12" EMBED AT GARAGE DOOR RETURNS) H2.5T/ TRUSS HA8 (5) 8d x 1 Y2" IN TOP PLATE RT7/ ! TRUSS RT7AT ! (5) 8d x 1'/2" IN TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1'/2" IN (5) 10d x 1'/2" IN HUC48, HEADER HD481F, HEADER TRUSS H8 TRUSS RT8A HU28 2, 1 HD28 2, (5j 10d x 1 Y2" IN (5) 10d x 1'h" IN HUC28-2 (6) 10d COMMON IN BEAM HD28-21F I 16) 10d COMMON IN BEAM TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, - (18) 16d COMMON IN ---._-- 1�T6aCOM1GrO i N-i ---_---r_ -- --- (16) 10d COMMON TO HUC410, HU210-2, HEADER (10) 10d COMMON IN HD4101F. HD210-2, HEADER (10) 10d COMMON IN TRUSS/RAFTER LGT2 (7) /4 x 2 '/4" TITEN TRUSS/RAFTER LUGT2 i(5) O" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM ;SCREWS IN MASONRYi OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER 16d SINKER IN WALL HUC212-2 HEADER 10 10d COMMON IN BEAM HD212-21F 1 HEADER (10) 10d COMMON IN BEAM LGT3 IN WALL FRAMING (12) SDS '/4" x 2 1/2"(12) i(28) LUGT3 FRAMING WS25 14' x 2 '/21' i (4) SCREW 1 4) /° x 1 MY' WS15 SCREWS �� IN TRUSS L IN TRUSS HGA10KT IN TRUSS/RAFTER (4)'/4" x 3" SIDS SCREWS IN TRUSS/ RAFTER HGA10 4) '/4" x 3" WS3 SCREWS SDWC14500. SDWC15600 ----------------- NO MITEK EQUIVALENT IN TOP PLATE I IN TOP PLATE ! r (4) SIDS ''/4" x 1 '/1" SCREWS 4)'/4" x 1'/2" WS15 SCREWS IN TRUSS/ RAFTER (14) 10d COMMON IN (14) 10d COMMON IN HGAM10KT IN TRUSS/RAFTER „ HGAM10KT A)'/4" x V/4 WEDGE BOLT WOOD FRAMING MSTCM40 WOOD FRAMING MSTCM40 s (4) /a x 2/4 TITEN SCREWS! OR EQUIVALENT IN 1 (10) Y4" x 2 '/a TITEN (10) /4 x 2 '/� TAPCON IN IN MASONRY MASONRY SCREWS IN MASONRY MASONRY I (26) 10d COMMON IN (26) 10d COMMON IN IMSTCM60 WOOD FRAMING (14) 1/4" x 2 1/4" TITEN IMSTCM60 WOOD FRAMING (14) 1,,4" x 2 /a" TAPCON IN ISCREWSIN 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 /4' 0 x 2 3/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF Y4" 0 x 1 %" TITENS ILO 16d, LEGEND 0 >O w N O J N D_ OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN C) LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL N FOR ENGINEER OF RECORD EW EACH WAY N OSB ORIENTED STRAND BOARD O WSP WOOD STRUCTURAL PANEL 14- SYP SOUTHERN YELLOW PINE O SPF SPRUCE -PINE -FUR , CONT CONTINUOUS O.0 ON CENTER N LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. N (3 %-- WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 W BEAM) M LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE LL PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2' WIDE, LINO. SYS 42 PROPERLY RATED OPEN WEB HEADER W J INTERIOR ROCF LOAD BEARING WALL, SPECIFICATIONS 5; OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS Z O INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED, MINIMUM BOTTOM PLATE ANCHORAGE IS '/2" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR U SW SPECIFICATIONS) Q STRUCTURAL WOOD BEAM O STUD COLUMN KEYNOTE O NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. w NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS 2 2 STUDS U) w Z Ir 2 ANCHOR � 3 TO MATCH WALL FRAMING SIZE AND GRADE, UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN J m BOTTOM OF STUD COLUMN CONNECTION W 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN Of 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL Q 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 i- HEADER STRAPPING KEYNOTE 0 NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD W 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD LL1 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION (D 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP C) 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD O GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. r NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP ti NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING z -- HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY U) W LOADED CONDITIONS ABOVE W U) #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 - 1 12 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING Of DEPTH OF LOAD -BEARING #2 SYP HEADER W NUMBER OF PLIES IN HEADER Z ENGINEERED LUMBER HEADER FRAMING KEYNOTE Z W (2) 9'/z' LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OP-NING HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) O DEPTH OF LOAD -BEARING EWP HEADER LL LL NUMBER OF PLIES IN HEADER (1 3/" WIDE UNO) Z HEADER FRAMING 1. ALL HEADER JACK AND KING STU IDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. O 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 0- EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. W 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 0 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. QQ 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT 1-0 KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE _ CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST EE FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. O 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR W OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: Q • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 •SPHw/(12)10dx1-'/z'@16"O.C.OR U •DSPw/(14)10dx1-'/2"@16"O.C.OR Z_ • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 1/2" (OR EQUAL APPROVED BY EOR). } 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. Ur 0 z FRAMING NOTES Z _ 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. U ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN LLJ A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S x W SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY Q SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X 3, ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN Q TABLE 2304.10.1 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. m UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR 0 SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) Z 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 3:7. 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 O THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. W 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD Z U) O I= U LL Q W C� O O Z 2 U w I- X W CMUIMETAL CONNECTOR ENGINEERING¢ 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 e9HOMON' v• s z of z O U) LU LL z W J O w V ~� Q 0 M � Q W LLJ Q W � V Ww/ X L T has been electronically z signe sealed by Justin M Lanier, O PE on the date and/or time stamp shown using a digital signature. 0 Printed copies of this document are W not considered signed and sealed l- and the signature must be verified Z by a 3rd Party Certificate Authority Q� on any electronic copy a. U- W Abbott Park J U U) LOT 030-03 0 W I- Z 0 W PROJECT NO: W 2021.009226 0 LL DRAWN: O CD -.0- 0 CHKD: L0 MJP (/� W J Q ```�ty111111I���� U % I-11 M LgNl,!e,� U) U) Z No 85166 r DocuSigned by: r Q �AT EB Q� (V � AC 435... /�, .<` N A���� Q 07-29-2021 p w REVISIONS: w No. Description Date ~ W Q U U) H O Z O ST=1 DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A 00 co VERIFY AC COND LOCATION W/ SITE PLAN 0 ti -7-8 9'-01, FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 5 SIM 9" CURB ST-2D 65'-0" 60'4' 65'-0" ■ ■ I — — — — • — — I I 5 ST-2D I _tS 4 - I -2D 9 I 2,4„ / II I \ i 4" 4 ST-2D� 56-0" - f / 2'-8" / 2'4' / ■ LO VERIFY AC COND LOCATION W/ j SITE PLAN 2." O VENT TO EXT r� I I I I I I 2020 V1.0 GENERAL FOUNDATION NOTES: CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND • CDHAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. CD 0 • EARTH AND EARTH FILL SUPPORTING SLABS GRADE 0 APEX Q ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,00 psf, AND 0 SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N c- COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED eO v PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 0) SOIL IS NOT SUITABLE FOR 2.000 PSF BEARING CAPACITY, CONTACT ' Co. EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. �— • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB N IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ° _ ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. C11) \010111 \\\ • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE LL STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). - • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS. SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-2D. 5 Uru,e cries. i .. n, stud a>5 Z O U) FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 8"x8" DEEP THICKENED j 12'' DEEP FTG UNDER BOX O A EDGE w/ (1) #4 CONT L—I COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN W ~ to 24"SQx20" DEEP FTG Ulu OMOIff T C 16"SQx12" DEEP FTG w/ (3) #4 EW Cn 30"SQx20" DEEP FTG ❑ 36"SQx20" DEEP FTG a >z g E w/ (4) #4 EW F w/ (4) #4 EW J " k 5 DOWEL TYP 48"SQx24" DEEP FTG # VERTICAL DW G w/ (5) #4 EW, T&B AS SHOWN, SEE MASONRY Q NOTES ON ST-1 _ 1 1/2'' SLAB EXTENSION 0 AT FULL ROUGH U) OPENING WIDTH U Z W U W ""NOTE TO CONTRACTOR— 0� DR HORTON DOES NOT ALLOW FIBERMESH AS AN CD ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET CD - CD BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT L0 z MANUFACTURER AND DR HORTON. ' ABOVE THE CENTER LINE OF THE HORIZONTAL DRAIN PIPE O WU) LL'J 0. W LL Z Z W 2"0 VENT � � O r TO EXT m v, W VI W z I — z 0 Q W W p J W Uj w I j X I W LL z TI�{� has been electronically - WC-1 O signe sealed by Justin M Lanier, z PE on the date and/or time stamp O Q shown using a digital signature. Q cl� Printed copies of this document are LU O not considered signed and sealed F___ W and the signature must be verified z Q' by a 3rd Party Certificate Authority IY O on any electronic copy W U W LU Q — Abbott Park Q O U _jUn Q LOT 030-03 — o t— U Q Z_ Z 0 CD U)O PROJECT NO LU JO 2021.009226 Z DRAWN: -- - O U CD o W CD CHKD: � MJP x W W a_ _I Q Q Q `��. �S� iN• LgN�F �'� `` • G•E•N 0 co p No 85166 Z y: gne Do*Sid b— .._ o O � • . Tj .E. OF .'4/�' W O�• 3F4671DACCIF4�t v U) z � 0 N A L E��.`� z �rrrriir>t���� � Q O_ 07-29-2021 p W U REVISIONS: LU 2 QNo.l Description Date r__ - - - -- U-1 — Q } U O Cn O F- O - - -- zz SANITARY ISOMETRIC - RH w X W ST=2 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A EXISTING EXTERIOR CMU F� MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO �J MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ - - (2) ROWS OF 3/6" DIA. TAPCONS D OR CUT NAILS @ 24" O.C. COVER p e FLUSH w/ 3000psi CONCRETE. i ° EXISTING FOUNDATION. D � o \ D d _n D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED -MIN. 3" EDGE DISTANCE D STRIP OF WWF FROM F.F.E. TO P1°re 1°C BOTTOM OF FTG. WWF TO r-i :� - - - -- EXISTING FOUNDATION FACE w/ — - - — - (2) ROWS OF 3/16" DIA. TAPCONS D/ D D P D o OR CUT NAILS @ 24" O.C. COVER p o FLUSH w/ 3000psi CONCRETE. EXISTING FOUNDATION ° e D p ° d D U- 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 DIS i ANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0"A..F.F. -_ SEEARCH 1 (MAX 20" DEEP) / l 14„ 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 ° d I16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN N0.5 BAR BEND 90 DEGREE TOP OF FOOTING v N CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP i 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF - - a OR FIBER MESH - - ���� -� -- - _ _ a #4OR#5 � � REINFORCING PER OU Q ,� MONOLITHIC FOOTING �SECTION a FOOTING TO BEAR ON FIRM 4.1 UNDISTURBED SOIL r , MIN 12" LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1 4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB / BLOCK W/ (1) #4 OR #5 CONT w cn o' VAPOR BARRIER �� \�- w w L LIJO X � ¢ I x_7 #4 OR #5 VERT REINFORCING UP TO 3 COURSES. 72'' O.C. 4 TO 5 COURSES 48" O.0 i i, J \/,\� ADDITIONAL #4 OR ��'A' ' FOOTING TO BEAR ON FIRM � �,, �i� " #5 IN BRICK LEDGE UNDISTURBED SOIL ` VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM % / NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2 SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A. F.F. (BEYOND) 1 FLOATING CONCRETE w_ U-BLOCK W/ SLAB W/ 6x6 W1.4xW1 4 D' % co (1) #4 OR #5 WWF OR FIBERMESH > I Q < CONT w C/ Lij U) FINISH R O GRADE 0. #4 OR #5 VERT REINFORCING\]\ii \ UP TO 3 COURSES: 72" O.C_ 4 TO 5 COURSES: 48" FOOTING TO BEAR ON FIRM % UNDISTURBED SOIL % ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO � HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS /. 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT i STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK \ FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH SHOULD THIS CONDITION EXIST RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT. 3 /"" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM W124' - (1) #4 OR #5 90` BEND @ 48" O C. VARIES PE� - 36" MAX— ARCH PLANS / i, --VAPOR BARRIER 12MIN 4 FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION b IN BRICK LOCATIONS - - ON FND PLAN 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT rA MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH "NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE 'V FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28'. IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") v W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" a, o �r ALL OTHER EXTERIOR WALL `1' ° o CLADDING - MIN 8", U.N.O. ON ARCH O 0 VAPOR BARRIER \/\\ N � 0 // °\\ Il/12" MIN ��/\\/\�/\�/\\/\\ A P E 00 FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK O FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WAI-I. w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 M BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ J LL (2) #5 OR (3) #4 CONTINUOUS LLI J 1 MONOLITHIC FOOTING SECTION true design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: O • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211y PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 O CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH W 11HOMN' CY X�x 16" VAPOR BARRIER LU Q � 0 3 BEARING WALL FOOTING SECTION z W CONCRETE SLAB W/ 6x6 W W1.4 x W1.4 WWF OR � FIBERMESH 0'-0" A.F.F. O SEE ARCH O d DETAILS \4 ° a 8" MIN r o 8"x8" THICKENED 8' z W FTG AT STEP-DOWN, EE VAPOR BARRIER W FM < — PLAN — CURB STEP SECTION U) z W 4 m O cn J — 8" UNDER MASONRY WALL W W 6UNDER WOOD WALL Z CONCRETE SLAB F " 0 Q Q 6x6W1.4xW1.4WWZ _ OR FIBERMESH ° VARIES W 0 � SEE ARCH W d ° (MAX 16") Q 4 — e w Uj o 12" M I N\\/\\/\\/\\/\� J X //\\x W L VAPOR BARRIER �/� ° a //O Th(i has been electronically Z \ _ signe sealed by Justin M Lanier, O PE on the date and/or time stamp 6" OPT. EXTENSION IN BRICK Q shown using a digital signature. Q LOCATIONS ON FND PLAN fr_ Printed copies of this document are W Q not considered signed and sealed 12" UNDER 1 STORY WALL w/ W and the signature must be verified Z (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 Iaf by a 3rd Party Certificate Authority BAR IN BRICK LEDGE O on any electronic copy W 16" UNDER 2 STORY WALL w/ U V- (2) #5 OR (3) #4 CONTINUOUS Abbott Park J 5:GARAGE EXT WALL CURB SECTION Q CCONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 (n FOLLOWING OCCUR: W LOT 030-03 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q LLI • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY V Q FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z Z PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. — 0 >_ CONCRETE SLAB W/ 6x6 (D PROJECT NO: LU LU W1.4 x W1.4 WWF OR 0 Q FIBERMESH O 2021.009226 --0 A.F'F. LL SEE ARCH Z DRAWN: O �� � e----- (MAX 20' = CD DEEP) V �O 4" EXTENSION Q Q UNDER BRICK VENEER X ♦,,,���1111t�����', 0 12" UNDER 1 STORY WALLS VAPOR BARRIER �`♦♦♦,E �i�R,�� U) w/ (2) #4 OR (2) #5 CONT f>7 \1\GN S`�% �� 0 Z 16" UNDER 2 STORY WALL p NO 85166 w/ (3) #4 OR (2) #5 CONT W : -- - Z DocuVned by: BEARING CURB STEP SE TI N .-° -' �- 6 C OAT E O F : ••Es,,-,,z 3F4671DACDEF435. �• � P •�� - TYPICAL REINFORCING Z ,''��S 0NAi �� •♦♦♦ BARS AT THICKENED FOOTING, SEE PLAN 0_ 07-29-2021 MIN 24" LONG #4 OR #5 �_ W BAR SET AT MID -DEPTH H W OF SLAB TYP ALL U REVISIONS: Lli RE-ENTRANT CORNERS U_Q No. Description DateLIJ ~ J 0 W HOUSE SLAB' O RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS O O Z Z = O U W X W ST=2D 0- CMUIMETAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A IN `k- T-0" - , - - - 6-8" - 6 -8 _ / _ 4'-10'' / 3 8 / L-2 T-8" - - , 5-8" 1 st LEVEL STRUCTURAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 4'-2" / 6'-8" - / - 6'-8" 5-10" / 54" / S-8" / S-2" 68 / 6-8" / 3'-8" �, 3'-8" / T-0" / C U > E CD O N O O O APEX lx� N O Ell O � Ct5 N c J U- W t S _J J � true design studios z O U) - U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 _p O � O is w CY H o 7-) i N >CY) 11HOMON o $ F N c m 4 W W' U) } a) z W W IY O O O O ti z ti O 0 U) z w (0 F= Wry Z_ LAMZ U) _ w m tttJ O co 0-1 w V Q W z > o z m w w o w V w w O X ILL L z OT has been electronically z _ signe sealed by Justin M Lanier, O PE on the date and/or time stamp Q shown using a digital signature. Q 0' Printed copies of this document are W O not considered signed and sealed F- a and the signature must be verified z W by a 3rd Party Certificate Authority E O on any electronic copy U d U- Abbott Park J O U IJL U) Q LOT 030-03 p w I- U Q z z — PROJECT NO: LU LINTEL SCHEDULE 1 2021.009226 LL LINTEL Z DRAWN: O LINTEL NO. 'MAX CLEAR OPENING COMMENTS 2 DESCRIPTION U CD 8 0 W CHKD: U') L-1 8F-1-32 GARAGE DOOR X MJP U) 1 - - L-2 T-0" - 8U8 W W L-3 6-0" - _ 8F-16 Q Q L-4 8'-0" 8F-16 SGD X t►tt t t �t��U -------- --- L-5 8'-8" 8F-16 REAR PORCH Q ���� 11N Lq& 1�e, L-6 7'-0" 8F-16 REAR PORCH } `�� ,••�G E NS •.•'9 �.0 0 L-7 T-8" 8F-16 REAR PORCH m -- - ---- L-8 1-4' 8F-16 FRONT PORCH 0 No 85166 • -- — - -_ - --- — - - - W DocuSigned by: •: L-9 4'-4" 8F-8 FRONT PORCH(ELEV A) z = < - - -- L-9 1 4'-4' 8F-16 FRONT PORCH(ELEV - B,E&F) L :L-10 6-8' WINDOW(ELEV F) O -^4ccFG, - W i�T• P, ••� U) z Z NAL ��#'lilt►ttt� � QQ O 07-29-2021 Q W U REVISIONS: w U_ = Q No. Description Date � w U) J } U C� cn O z z 2 O U W H X W ST=3 W CMUIMETAL CONNECTOR ENGINEERING¢ GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 8U LINTELS MAY BE FILLED OR UNFILLED. • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8" O.C., U.N.O. • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN �! INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN 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 o NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 Docu5ign Envelope ID 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A I' I � Nr w F- O z I-F�- - --- I'I 1 st LEVEL FRAMING PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" O 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 2xE 2x8 2x10 2x12 12" 15-5" 19'-11" 23'-9" 26-0" 16" 13 4' 1 T-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" 1 T-8" 234" 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 N0.2 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. ROCF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %4' O @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4' 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10 ..................... .....(7) 16d COMMON 2x12................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6................................... (3)'Y4" x 4-W LONG #14 WOOD SCREWS PT 2x8...................................(5) ''YV x 4-'/2" LONG #14 WOOD SCREWS PT 2x10......................... ...(7)'YV x 4-Y2" LONG #14 WOOD SCREWS PT 2x12.............................(9) '/:' x 4-%" LONG #14 WOOD SCREWS 4. ANGLE & LATERAI. 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 Z) U 0 rn o U O O 0 APEX Cll O M N co U_ W tds 6 J J true design studios a)> Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 W -� 0 O O W F- e 011HOMON' _>_I Al a e g d a� s� a W Q 0 U z W W IY O O O rn r z d' LO b OZ VJ U) � Q W U)0. W z LL z W Z) O V J m J WLU 1 W Z_C.)\ O O / Q Z W 0 0 W o J W � Inf (a) W W �. o qqT X U- Z T has been electronically Z 0 sign, sealed by Justin M Lanier, O PE on the date and/or time stamp Q shown using a digital signature. Q 0� Printed copies of this document are W O not considered signed and sealed I— Q and the signature must be verified Z by a 3rd Party Certificate Authority R O on any electronic copy a U W Abbott Park J O U J U) U_ LOT 030-03 0 Q W C) Q _z z U) PROJECT NO: III 6 • (1) 48" & (1) 24" BEARING BLOCK REQ'D j 2021.009226 • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O LL STAGGERED Z DRAWN. O • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U CD o W" CHKD: LO I MJP x W W a J Q Q X 0 �', ``�, JS-� IN r+gNl�9 ��� U) m :.� .•�\C•NSF•. 'ice C� Z_ p No 85166 w Q Z Doc*gned by:ILLI i O • 3F467'I DACD 43 �+ � ' U) Z �i�sS .�`•` Z U) Q O 07-29-2021 0 ►= W U REVISIONS: W U _ Q No. Description Date w W J >- U g 0 O Z z O U 0 W H X W ST=3A W CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A TRUSS TO TOP PLATE W/ H2.5T OR RT7AT OR SDWC15600, LINO MOISTURE BARRIER ON PLAN BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS VERT. REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32"O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1%" 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 1 - AND CLADDING DESIGN PRESSURES ON SHEET ST-1. 1 (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. I 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ - VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) BOTTOM PLT ANCHOR o- '/i' THREADED ROD ANCHOR W/ MIN 4" 1 1 1 - PROVIDE DOWELS TO MATCH EMBED W/ NUT & WASHER IN SIMPSON M 1 1 VERTICAL WALL ACRYLIC -TIE OR EQUIVALENT z REINFORCING W/ MIN 30" LAP ADHESIVE @ MAX 48" O.C. (IF DOWEL IS OMITTED OR I I IMPROPERLY INSTALLED, OR DRILL AND EPDXY DOWEL OF Y2" WEDGE BOLT W/ MIN 4'/z" EMBED W/ I EQUAL SIZE W/ MIN. 6" WASHER @ MAX 48" O.C. I I EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN ° d MASONRY) as 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 ---_ 1 In 41 EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) MOISTI BARRIE OTHER (1) COL CMU B BEAM CONTII 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN t%2" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1'/' IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN FOR MISLGCATIO INSTALL NE'.N MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY -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 U 0 N 0 N STEP DOWN TIE -BEAM DIST. FROM DOORJAMB MIN. SCREW DIST. FROM DOORJAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH 34' OR 11/4" PER MANUF. 3" 5" 11/2, 3 /4, 3 7� E 5„ 115/16 3 3/4 3 3/4' 6„ 2 /4, 33/4' TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS%" DIA. @ 30" O.C. STAGGERED • (2) ROWS 3/6' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE o ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED y;') 1x_ PT NAILER BUILT UP 2x_ATTACHED TO MASONRY, (1) PLY 1x_ OR? 6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) 0 U O O APEX ° 0 O D7 i (L5 N co Z ILL. W J tds i-i J true design studios (D(D z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 0 O � O W C I— W11HOMON" _J -� LL� 1.9 �11\644 m w Z a U U 2 z W W IX O O O O LO ti z ti O 0 Cn z W W WIIIIIIIIME LL W U) z W O cn m J W z O O Q W m w o 0 o J W � u W w ti O qqT X ILL ILL O T z has been electronically z _ signe sealed by Justin M Lanier, O � PE on the date and/or time stamp Q shown using a digital signature. 0 W Printed copies of this document are LLJ O not considered signed and sealed I— IZ and the signature must be verified z Of by a 3rd Party Certificate Authority W O on any electronic copy 12- ILL. Abbott Park J O U J (n LL LOT 030-03 0 Q w U Q z_ z U) O PROJECT NO. W JO 2021.009226 LL z DRAWN: O U CD o W CHKD: LO ~ MJP U) x — w W d J Q Q X ,,/, Ui Q �. '(1N LqN ie z p No 85166 LU :* z Docu5ign*by: — LL��/ O STATE OF .:�44/ � .00 �s71DACDEF435 R I Z ss `0N Ai % z_ a O 07-29-2021 p � w U REVISIONS: w IL = Q No. Description Date W w (_n J } U C� W O O O z z 1:O U 0 LU I— X ST=5 W a CMUIMETAL CONNECTOR ENGINEERING -1- DocuSign Envelope ID: 5C3C5BA8-13-50-4D38-82F9-A78DD9D6816A L i I ink - -- -- - -1—L - J - BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE FASTEN ROOF DECK TO OR FLATWISE) FRAMING @ 3" O.C. ON TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING EDGE, 6" O.C. IN FIELD BETWEEN TRUSS TOP CHORDS W/ WITH RSRS-01 (3) 10d COMMONS EACH END ROOF DECK 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH 7 (1) H2.5T w/ (10) 8d x 1 '/z" 2x4 N0.2 SYP BLOCKING BETWEEN PROVIDE PANEL OUTLOOKERS. FASTEN EACH EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d NON -DROPPED GABLE COMMON 3" O.C. FASTEN 2x6 NO.2 SYP @ DIAGONAL BRACE TO BLOCKING w/ (6) GABLE TRUSS 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRAC SEE PLAN WALL SHEATHING PER PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACELj y L OR T BRACE VERTICAL REINFORCEMENT PER r TRUSS ENGINEERING I � FASTEN 2x6 NO.2 SYP ! . I� "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ Y O.C. MOISTURE BARRIER SHALL BE AV)" r)P 4C cP0%A1N (IN PI AN / 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 OVERHANGS. TYPICAL ROOF DECK SHEATHING PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48' O.C. W/ MIN (7) 10d x 1-'/z" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) Z7 - - J-CHANNEL TO BE FLUSH WITH FASICA 2x BLOCK W/ (2) 0.131" x 3" END - OR TOE -NAILS EACH END - - FASCIA AND DRIP EDGE PER ARCHITECT — ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA 2x NAILER (IF REQ'D): - - W/ 11 GA. x 11 " LONG NAILS (MIN'a"� SHANK) W/ 8'u • TO WOOD FRAME : (2) HEAD THRU J-CHANNEL 1 x 3" NAILS EACH STUD (SPACING @ 12" O.C. STUD, MAX 24" O.C. _ i • TO CMU w/ PT NAILER: MAX 12" SPAN ROW81 fi' x 244" TAPCON$) @ MAX 24" O.C. 1x2 SYP NAILING STRIPS TO BLOCK / NAILER W/ 14" x 3" #14 WOOD SCREW J-CHANNEL TO BE - SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). FLUSH WITH SHEATHING SEE DUCT APPROVAL INSTALLATION I DRAWINGSOFOR ALLOWABLE SOFFIT PRESSURE .'i SOFFIT W/ MULTIPLE SPANS TYPICAL ROOF DECK SHEATHING LJ _ 2x NAILER (IF REQ'D): ---- - • TO WOOD FRAME: O 2 0.131" x 3" NAILS @ EACH STUD, MAX 24" O.C. • TO CMU w/ PT NAILER: (2) ROWS 416" A,Z TAPCONS @ MAX 24" O.C. 16" SPAN J-CHANNEL TO BE MAX FLUSH WITH SHEATHING J-CHANNEL TO BE FLUSH WITH FASICA 2x BLOCK W/ (2) 0.131" x 3" END - OR TOE -NAILS EACH END FASCIA AND DRIP EDGE PER ARCHITECT - ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA W/ 11 GA. x 1 z" LONG NAILS (MIN- SHANK) W/ e HEAD THRU J-CHANNEL @ 12" O.C. SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). ALLOWABLE SOFFIT PRESSURE _ +/ 75.6 psf. SOFFIT W/ SINGLE SPAN SF SOFFIT DETAILS - FL #13139 Soffit detail was created using approved product installation drawings and is intended for ease of inspection. The manufacturer and evaluating engineer retain responsibility for the product. This detail is not applicable without active product approval. O o > (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > OCT OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT O(V O \� APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. N U7 �PEX O ROOF DECK 11 11 11 (� �I ROOF TRUSS ( �— CONTINUOUS LATERAL RESTRAINT oo ay (CLR). QUANTITY AND LOCATION OR RAFTER j DEFINED BY TRUSS SHOP DRAWING. O a} O Ci TYPICAL WALL SECTION r UPLIFT CONNECTION PER SUB FASCIA N APPLIED TO EITHER - - IF LATERAL RESTRAINT MUST BE LLB �/ " SIDE OF WEBS MADE OF MORE THAN ONE PIECE, L -_ DO SO WITH OVERLAPPING J MOISTURE BARRIER ^j + TYPICAL PORCH 1' \ BRACES LIKE THIS (TYP _I tds 0 BY OTHERS P ' CEILING BOARD PER EVER HERE) true design studios PLAN. SEE TABLE 2; > SHEET ST-1 (PORCH BYOTHERS BARRIER ! Z CEILING BOARD) U _ MASONRY LINTEL Y 9000 REGENCY SQUARE BLVD. PER PLAN 0 �i Q SUITE 100, JACKSONVILLE, FL 32211 cri! TRUSSES NEEDING BRACING -� O! TYPICAL PORCH SHEATHING DETAIL o BOND BEAM AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) LATERAL BRACING - MULTIPLE TRUSSES O w .�- C! 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). I_ 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY Z) RRHOMON' CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 0 N 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. t =5 '' 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). m A 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. I CONTINUOUS LATERAL RESTRAINT WEB U) PRE -CAST LINTEL �" " " #5 CONT. % PER PLAN 6MAX �6MAX �6MAX BRACE SUBSTITUTE - >- a) 1 WEB MEMBER SPECIFIED ALTERNATE BRACING V (1) #5 BAR AT CORNER - ! Z � SIZE CLR W W/ MIN. 25" LAP N -__ T OR L SCAB z_ 2x4 1 ROW 2x4 (1)2x4 W #5 CONT. - 2x4- 2 ROWS 2x6 (2)2x4- �\ T-BRACE FASTENED TO !; WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 O i 2x6 2 ROWS 2x6 (2)2x4' O ! 2x8 \ 1 ROW 2x6 (1)2x8 d? D - FILL BOTH LINTELS SOLID ! I i' 2x8 2 ROWS 2x6 \\ W/ CONTINUOUS POUR (2)2x6- v / - L-BRACE FASTENED TO L WEB W/ 10d AT 6" O.C. ti SINGLE TRUSS BRACING 0 0 U) \ ' Z PRE -CAST LINTEL PER PLAN \ 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL W MITER -CUT LINTELS AT CORNER. CORNER TO BE TEMPORARILY ! ! ! SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN (q F= SHORED FOR MIN (7) DAYS ALTERNATIVE WEB BRACING METHOD IS DESIRED. W WEB W/ 10d AT 6" O.C. III `IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z_ SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. LINTEL REINFORCING AT CORNER REQUIRED, APPLY (1) BRACE Wto r REINFORCEMENT Lu - (SEE WALL SECTION) o w FILL SOLID TO BOND BEAM U U w w U) ° 8 F - # DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8 F-# BOND BEAM r REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND -=r BEAM MAY BE FILLED OR IUNFILLED \ ! 8U8 LINTEL MAY BE FILLED OR UNFILLED — 8" PRECAST LINTEL. SEE PLAN. 8U8 BOND BEAM - REINFORCEMENT w (SEE WALL SECTION) 0 - w a / FILL SOLID TO BOND BEAM U w w LINTEL REINFORCEMENT a Ji 8 F -1 - # ► DEPTH OF LINTEL ASSEMBLY 45 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 lI i6" MAX �6" MAX ! %" MAX TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND � O i1 GRADE AS WEB TO BE BRACED. m V D' W W VERTICAL BARS TO EXTEND TO Z O TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM z Q Q TOP OF WALL W W 0 l- - -- - - -- ------ - - - - --- - - - - - - - 0 - C) W W W' I Z � OT has been electronically Z _ signe sealed by Justin M Lanier, PE on the date and/or time stamp � / p 0 shown using a digital signature. 0 Printed copies of this document are W Q not considered signed and sealed �- W and the signature must be verified Z -i-------------------------- by a 3rd Party Certificate Authority — (LOF OPENING - on any electronic copy F F E. 2x6x12 PT �.- d 8'-l" ABOVE j 0 . �� ILL CENTER BUCK < W - - Abbott Park TOP OF - GARAGE DOOR � ' � ' � V -- Vi PRECAST LINTEL SEE V% -- ILL6'-1" ABOVE PLAN LOT 030-03 0 -- SEE PLAN -� Q W F.F.E.I- 1," DIA. ANCHOR EXTEND REINFORCING TO U Q 1, END OF PIER W/ 6" BEND TO Z z 4'-9" ABOVE 2x4 PT TOP BUCK- - LAP WALL REINFORCING AS - - - F.F.E. SHOWN. 0 PROJECT NO: W 2x6 PT BUCK EACH SIDE OF OPENING \ MIN (2) SOLID FILLED & O 2021.009226 0 LL REINFORCED CELLS W/ NO.5 0 VERT. BAR ADJACENT TO = DRAWN: GARAGE DOOR OPENINGS. V CD 81 2'-9" ABOVE W O LO F.F.E. NO.5 VERT. BAR IN FILLED CHKD -- CELL AT EACH END OF PIER X MJP W / PROVIDE (5) 48" DIA. J-BOLT OR LARGE W J / DIAMETER'SCREW ANCHOR w/ 5 ''/2' NO. 5 DOWEL TO MATCH EACH Q Q / EMBEDMENT AT EACH DOOR BRACKET, } i _III _ SOLID FILLED & REINFORCED X �,►►►I1 1ltt,,, 0 0' 9" ABOVE 6 f l CELL EXTENDING FROM FOOTING < ,���' �(1N LqN� ,� EACH SIDE OF DOOR. PROVIDE 1 'h" x THICK WASHER w/ EACH ANCHOR. TO LAP WALL REINFORCING �� �J.,•••""'•• FR '� F.F.E. (1st BOLT TO BE 9' MAX. ABOVE CURB.) W/ MIN 25" LAP UNLESS NOTED >'\`' E NSA •.. �i� U' -- r -1�- OTHERWISE ON DOWEL & LINTEL m i Z TOP OF \- PLACEMENT PLAN. MIN 6" BEND 0 • No 85166 — CURB - ✓ -- AT BOTTOM. W * • DoApSigned b TA1'E...OF F.F.E. ; -- CONCRETE O � �L PER NATION WORK W �0�..•,c 3F4671DACi�E..aS�<C/� TOP OF FINISH i; _ 1'� FLOOR SLAB -- i- — Q SO Fi , z GARAGE DOOR JAMB DETAIL z �.,,��NAf ►,,,• U a \ O 07-29-2021 0 - -- - - - - \-J--------_--- - - W 0 REVISIONS: w \\ / - --- \ \ Q No. Description Date � \ � \ \ \ \ \ > Q 0 GARAGE SHEAR PIER z z = 0 0 0 W H X W ST=6 d CMU/METAL CONNECTOR ENGINEERING