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Home My WebLink About38346 Tea Rose AveDRAWING INDEX ARCHITECTURAL SHEET NO. ISHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS - F A400 WALL SECTIONS A500 DETAILS A501 DETAILS STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS ST-7 SECTIONS AND DETAILS' DR HORTON A4DB DELRAY ELEVATION F Abbott Park, ELECTRICAL SHEET NO. ISHEET NAME E100 1st LEVEL ELECTRICAL PLAN LOT 027mO3mO4 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL. ELECTRIC CODE, AND THE CITY OF ZE.PHY ILL- ORDINANCIM .......,.. IAN REVIEW DATE_ CITY OF ZEF)) 4YRHIL PLAN EXAMINER---, BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE- RESIDENTIAL: 2023 FL BUILDING CODE - FUEL GAS: 2023 FL BUILDING CODE - PLUMBING: 2023 NATIONAL ELECTRIC CODE: 2020 FL BUILDING CODE - MECHANICAL: 2023 FL FIRE PREVENTION CODE: 2023 FL BUILDING CODE - ENERGY CONSERVATION: 2023 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, 1NCL MAX BLDG HGT OF 35' CONDITIONED AREA "Floor. 2034 SF UNCONDITIONED AREA Laoat 21 S� .. 705 SF Grand total 2739 SF .% �ka'�l'Xs� AVe Sr�� ,4001,\ tds tme design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 DoflofflffON' QU) LL LIJ z W LU 0 U) G 0 W 0 I W W W �..�■ V U- This ite been electronically signed and sealed by Jeffery P Arneson, PE on the date and/or time stamp shown using, a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy Abbott Parr LOT 027-03-04 PROJECT NO: 2023.004334 DRAWN: EM CHKD: DO No 58544 AT F •Ctt40 ffl#itk 02-21-2024 REVISIONS: No. Description Date 0000 0 W X T Z 0 n W Z ry LL LU q c n W Q z co LU n LL 0 0 0 Lf 1 W _J Q U) Z ry <C n U) z n LU U) W 1-- LU J U U) 0 z 0 n ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER Footer' Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10 stubbed outside of slab at service o location. Connect to footer steel w/ (2) ground clamps 5' apart Q a LIFER GROUND DETAIL N.T.S. 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. � A/C DISCONNECT MAIN 12 OPPE R #1 AL MI M f COPPER - DISC. LA qq NUM AND FI C � ALUM�UM TS AP�LIA C S G 15Q OR 200 AMP TYPICAL #14 COPPER OR #12 ALUMINUM / COPPER - ELECTRICAL CLAD ALUMINUM TO LIGHTS AND OUTLETS PANEL #10 COPPER OR 48 ALUMINUM / COPPER - CLAD ALUMINUM TO WATER HEATER UNDGND #8 COPPER OR #6 ALUMINUM / COPPER- SERV. BY CLAD ALUMINUM TO RANGE POWER CO. #6 COPPER OR #6 ALUMINUM / COPPER - CLAD ALUMINUM TO HVAC N.T.S. 0 #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER. - A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250,94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2020 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (6) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER RESIDENTIAL CODE R315.1 TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC U. NO • PER NEC SECTION 210.8(A)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(A)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PI-UGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 406.9(C) RECEPTACLES SHOULD NOT BE INSTALLED WITHIN A ZONE MEASURED 3FT HORIZONTALLY AND 8FT VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER STALL THRESHOLD. • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER RESIDENTIAL CODE 314.1. GC TO INSTALL, KID'DE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES LAMPS SHALL BE HIGH EFFICACY AND SHALL COMPLY WITH RESIDENTIAL CODE R404.1. • PER RESIDENTIAL CODE M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE • PER NEC SECTION R230.67 ALL SERVICES SUPPLYING DWELLING UNITS ARE REQUIRED TO BE PROVIDED WITH A TYPE 1 OR TYPE 2 SURGE -PROTECTIVE DEVICE. • EACH DWELLING UNIT SHALL BE DESIGNED WITH PROVISION FOR FUTURE INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT IN ACCORDANCE WITH RESIDENTIAL CODES RF103.1 AND RF103.3. ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BILK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WN'CT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER RESIDENTIAL CODE R806 • ALL OVERHANG DIMENSIONSARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED 1N COMPLIANCE WITH RESIDENTIAL CODE R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS • ROOF VENTING MUST MAINTAIN A MIN. DISTANCE OF 4'-0" FROM CENTERLINE OF SEPARATION WALL • NO PENETRATIONS WITHIN 4'-0" OF RATED WALLS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES Q Q OF CEILING *144 SQ, IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% AT LOW. PER RESIDENTIAL CODE SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT IT V - P T -1/ FULL VENT PERFORATED b SOFFIT VENTS G 3 3 L VE P R O W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • V RING SEE ROOF CO COMMUNITY E SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS • FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH RESIDENTIAL CODE R703.4 • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER RESIDENTIAL CODE R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11 A MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED • PLASTER PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS' SHALL BE AS SET FORTH IN TABLE R702.1(3) • WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3112 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING, THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • WATER -RESISTIVE BARRIERS PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER RESIDENTIAL CODE 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. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE RAGE D DWELLING SHALL BE GA AND 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 RESIDENTIAL CODE TABLE R302.6 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 RESIDENTIAL CODE 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 Q O S VEHICLE ENTRY DOORWAY • PER RESIDENTIAL CODE R312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED C O MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER RESIDENTIAL CODE R312.1.2 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 RESIDENTIAL CODE R312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL WHICH DO NOT ALLOW PAS CLOSURES AGE OF A S SPHERE 4" OR MORE IN DIAMETER • PER RESIDENTIAL CODE R308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING, FACING, OR ADJACENT TO 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 RESIDENTIAL CODE 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 TERMITE SPECIFICATIONS SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED' TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS MIN. 24" AFF 0 CD o 0 V) APEX -C N_ 0o 4 i CD S2 r r- N '�.. co J IL LU t J true design studios J Z O W 9000 REGENCY SQUARE BLVD. Y �} SUITE 100, JACKSONVILLE, FL 32211 Q 2! o ; W uy OffloffiffON #' 0 A Y F . R� 3r ��a`a s e .� R �. a o r� a t J a � a Z � s � 3 W Q - a) U Z W (D W [Y 0 0 0 ti u7 ti Z W U) U_ W Z iJ z W W LLJ O t m L W 0 W 0 _Z \ Z W 0 Q J W W o W W O ILL T- Z This ite been electronically Q signed and sealed by Jeffery P Arneson, PE on the date and/or time stamp shown using a digital signature. Q Printed copies of this document are W not considered signed and sealed and 1- Q the signature must be verified by a 0- 3rd Party Certificate Authority on any W electronic copy Q LL d - Abbott Park Q O U U_ LOT 027-03-04 0 Q W F- U Q Z_ Z (D (� PROJECT NO: W 1 2023.004334 O LL Z DRAWN: O U EM o LIJ CHKD: DO W X W W J X 4y 1e w r r JlU � o •. U` - No 58544 Z .. .* Q W �- Z AM A A cc V B A Wr A'. T E OF A 141 LU `= A AID( Z Z frrr 110%%1 a p 02-21-2024 p F-- W v REVISIONS: Uj QNo. Description Date w (n .J Q � U d H O Z = O U W I- X AOOO W n Q 0o 0u oa IT VERIFY AC COND LOCATION W/ SITE PLAN L C w Or z w ILno N Ln bo O T (V 70'-0" 1 T-8" 5'-8" 6-10 1 /2" 5'-3 1 /21, 1 V-4" 2'-8" 21'-6" 00, 110, 3:1'-101, 14 10.0 11'-4" elf 26'-10" 00, I I I I I I I VERIFY AC CON I LOCATION W/ SITE PLAN 3010 FX 3052 SH EGRESS HB 8' - 0" H.H. 8' - 0" H.H. 15&1R ____ 9'-4" CLG -' _ Mi 0 127 C14 �)I WIC _ F)o_ �, 9 -4 CLG �� --- 101 _ _E 0 ILO f _ ti 21068 21068 125 ry I _ I � f BEDROOM 4 BEDROOM 1 9'-4" CLG 161 I 9'-4" CLG I ! BATH I MMEli 21068 9'-4" CLG I wH—J 160 i GARAGE - m WIC�r i---- 9'-4" CLG -1 9'-4" CLG Icz I I I I f r a j 1S&1R - ._ ..__.. I / I I \ / I I x 21068 C I J �14 `I1 I I f m €w 3'-9 1/2" I LHU 3' 2' I I II �---� 21'-0" _ 81/2" 16 M E C H co �9 21068 -4 CLG , LAUNDRY--� E I 4'-10" 3'-6" 8'-8" 8'-2" b- 9'-4" CLG 2868 C5 I I o 9'-4" CLG 162 I o 0 18"I 8'-8", o N r _ �-----,--- -----� 101 Wry u? i Q GREAT ROOM - I I v \ 9'4' CLG 105 - N N EI----------- - 6'-10" 81, 6E4., 8" 1 9'-2"10 I o � � � � �I I oo o? N ' ENTRY 0' 0" CLC� oro o bo FOYER bo 4 9'-4" CLG o ---- 1 T I I� oo v I I I 00 12'-4 T-54-32-211_2_4 3-0 N 0" 6-05- 7 C OUTDOOR LIVING 777�o _ = 105 9'-4" CLG I - 00 I o 9'-4"CLG o v M � r 108 r - L —— — — — — —— o 6HSFIF-11 166106 CD oofl 3SHSDINING cr c� LU 9 -4 CLG 130 142 2 -8 2'-4" BEDROOM 3 BATH 2 BEDROOM 2 = _ 00 -' m 4 o Q I 9'-4" CLG 9'-411 CLG 9'-4" CLG � I f °° KITCHEN _ �� 101 00 I� 1411CLG «>\ I f °CI00 i I I F � �ti - lo2S _ - _ dSl cu _ o I I ao 143 � PANTRYrV i�i Ln - co I I 11 - 9'-4" CLG m - I o �`' I 180 140 a 0 - 3 SHS co i C ----------------- -_ 3052 SH 3052 SH EGRESS HB 8' - 0" H.H. 8' - 0" H.H. 9'-2" 26-6" 25'-2" 1141 8'-01, 21'-2" 5'4' 11'-2" 21-41/2" 5-31/2" le9,_4" 10" 2'-4" 11'-81, .41 59'-101, 1011 Pe 70'-0,, 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 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'-1 0" AFF, SHOWE 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. 6-0 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 GASWH 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 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 U) W J L Lu UjUJ ~ G 0 W 0 _j W W W LL This ite been electronically signed and sealed by Jeffery P Arneson, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy Abbott Park PROJECT NO: LOT 027-03-04 2023.004334 DRAWN: EM CHKD: DO to11111 i l t pl$ C E+//^^jj` ' N 58544 a E F 02-21-2024 REVISIONS: No. Description Date Al 10 1st LEVEL BRG _ 9' 4"- ---- - 1st LEVEL FFE_____ 0'-0" RIGHT ELEVATION - F 1/8" = V-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION Area HIGH LOW VENT # VENT RATIO PROP HIGH LINEAL FT PROP LOW 2738 SF 657 ins 657 in 4 144 1 576 1 160 1470.4. ITYP" I I ROOF PLAN - ELEV F 1/8 V-0" WHEN PRINTED ON 22"x34" 1`2 5 ITSP at � G AID L 112 Ir N ) REAR ELEVATION - F 1/8" = V-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT AFE 4' ENTRY HEEL 1st LEVEL BRG_ -------------- FYPON BIT 11x20 4" 223 FYPON BKT 7x12x4 1st LEVEL FFE om- - - - - - - FRONT ELEVATION - F 1/4" = V-0" WHEN PRINTED ON 22"x34" 12 5 1st LEVEL BRG -- — 9,_41, __;_-1st_LEVEL_F_FE — 01-0"� ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF' 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE GOAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH RESIDENTIAL CODE 1 R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2'Sc TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. 261 CV BAND - SIZE AS NOTED - 2" PROJ U_N,O_ 262 - 1 "x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 EXTERIOR WALL MOUNTED LIGHT FIXTURE. rL OF LIGHT TO BE 6'-0" A.F-F_ U.N.O. —__—_ —__—_ __ —__—_ .------- -- (ABV GRADE) _ _ ___--_-__-_-- BUILDING HT ----- - - - - - 18' - 7 7/8" 17' -11 7/8" 3068 w/3010 TRANSOM ABV 12 4' ENTRY_H_EEL 13'- ------- 1st LEVEL BRG 9'-4" 260 4" OVER 38" (+1" PROJ) SLP TOP CD N 1st LEVEL FFE C O L0 APE^ N 4-1 00 4 o N tV M J db W S3 J N J true design stu los Z O 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O O M W Al l �$ e s� s a \� �� AI ry a (J } U z W CD W IY 0 0 0 0) U') >= I-- < V J z W H (LLLI LL z J z LU a m _ W p W < c 0 > w W r) -� W W o W W 0 d. IL L.L r r This ite been electronically O signed and sealed by Jeffery P z Arneson, PE on the date and/or time O Q stamp shown using a digital signature. 0 Printed copies of this document are W not considered signed and sealed and � the signature must be verified by a Z 3rd Party Certificate Authority on any electronic copy. O cL LL Abbott Park Q O U LOT 027-03-04 0 Q W 0 <c _Z Z } PROJECT NO: W 2023.004334 0 DRAWN: O U EM o W CHKD: LO DO V) x — W W a_ <C Q crl«xr�rao U X°; P A,�,,V�frs to ...... , r �`. m �� *,O E tii .,w 00 54,4 � W Z 1 ,+ S T, OF C] O W area U) Q p_ 02-21-2024 a I— W REVISIONS: Q No. Description Date w rQ� V C� u3 O 1— O z Z O _ 0 W 1-- X W A200 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL) 2x4 BLOCKING at 24" OC (AS NEEDED) METAL DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: APPLY SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 1193 FIBER CEMENT OR VINYL LAP SIDING (RE: BUILDER SPECS) INSTALLED PER RESIDENTIAL CODE AND MFR INSTALLATION INSTRUCTIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) VARIES (RE: �OOF PLAN) I, VARIES (RE: 12 ELEVATION) F 1st LEVEL TOB rbVARIES (RE: ELEV) 7) a orINSULATION PER CODE w H 0 Lij Y2" MINIMUM SAG RESISTANT CEILING GYP BRD PER RESIDENTIAL CODE 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 0 MAIN FIN FLR 0'-0" z 5 O0 LL ° FOOD m F °o 4 ° /Z�l INSTALL VAPOR BARRIER a IN ACCORDANCE WITH a ASTM E 1643-98 ° FOUNDATION/FOOTING VARIES a (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1" = 1'-0" INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING — INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL) 2x4 BLOCKING at 24" OC (AS NEEDED) METAL 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: �OOF PLAN) I, �� 146 / VARIES (RE: 12 ELEVATION) F 1st LEVEL TOB rbVARIES (RE- ELEV) INSULATION PER CODE Y2" MINIMUM SAG RESISTANT CEILING GYP BRD PER RESIDENTIAL CODE TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" a z a INSTALL VAPOR BARRIER - a ° IN ACCORDANCE WITH a a ASTM E 1643-98 ° FOUNDATION/FOOTING VARIES a (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1" = 1' o AIL 0 CD Lq A P" E C\j low C? X � I O M N M J ILL W t'd -6 J true design sqw iaos Z O Y 9000 REGENCY SQUARE BLVD. (� SUITE 100, JACKSONVILLE, FL 32211 Q o O U) 01-HOMON, W 2 r J\ \ \ \\\11, \\`\ LU ry 0 U Z W (D W ry O O O ti ~ V O W U) W — ry W Z W LU w m W W Q W O z > W IM W o 0 Q JwW � W O 41T X J - ILL LL z This < been electronically O signed and sealed by Jeffery P O Arneson, PE on the date and/or time Q stamp shown using a digital signature. Q Printed copies of this document are W not considered signed and sealed and W O the signature must be verified by a IZ 3rd Party Certificate Authority on any Z electronic copy O a U W Q Abbott Park � cl� Q O U U_ LOT 027-03-04 0 Q W U Q z z } (D (� PROJECT NO: C/) W 1 2023.004334 O u- DRAWN: EM O U 0 WCHKD: LO F___ DO cn w w W J Q Q (D Z o 58544 Z 3: = o O °. S T OF • ° �� W stz Z fit litj'' � ry O 0 21-2024 p W U REVISIONS: Q No. Description Date W U) Q >- U O H _J 0 O z z O _ 0 U W I— X w A400 w Q VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING'WEAVE'METHOD. 1. EXTEND (1) FULL END SHINGLE MIN 12"PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING CODE APPROVED UNDERLAYME1 OVER ROOF SHTHG OVER PRE-E TRUSSES (RE: STRUCT) 24" WIDE METAL VALLEY FLASHING OVER CODE APPROVED UNDERLAYME� VALLEY FLASHING WALL SHEATHING FIBER CEMENT SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7" MIN fV 5 X 5 METAL FLASHING OVER LID ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) L CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING "L" FLASHING SCALE: N.T.S. SCALE: N.T.S. 1. FOLD INWARD at PT. A 1. FOLD INWARD at PT. A 2. CREASE at PT. B FOLD—\,.. FOLD at 45_n (D 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 UN SHINGLE ROOFING— MTL DRIP EDGE FASCIA `% JD (`n—� 1. FOLD INWARD atPT. A 2. CREASE at PT. B 3. CREASE at PT, C (D (D FOLD at 77' 0 LANGE WATER TIGHT SEAL. FOLD, DO NOT CUT STUCCO/CV FINISH ASSEMBLY LAP BARRIERS OVER NAILING FLANGE WALL KICKOUT FLASHING VINYL DRIP/WEEP SCREED 5x5 METAL FLASHING KICK -OUT FLASHING (SEE DETAIL) EXTEND KICK-OUT� 2" BEYOND FASCIA WATER TIGHT (BEND OR SOL NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAI 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS BLDG PAPER UNDER 'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED HOUSE" FOR BOX INSTALLAT WRB LAYER #1, STU( WRAP WOOD SHEATHING STEP #1 APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO r 411 MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-ZBEAD OVER 60 MIN GRADE 'D'FELT-PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 WRB LAYER #11, STUCCO WRAP CUT"X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D'FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER — C D �I h —0-0 STEP #5 ELECTRICAL RECEPTACLE II 2x SUB-BANDW/1/2"X? NOTCH @ END, WRAPPED IN PEEL & STICK DRIP EDGE 7/ 8 "TEXTURED FINISH @ WOOR 112 TEXTURED FINISH @ CMU/ I AWRAP I FROM i� METAL�FASC CEMENT H, 1" FROM \ — — — — — - — r al LLL WOOD �1L A \ EXTERIOR WALL FRAME OR CMU) NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) SUB BAND DETAIL ELEVATION DRIP EDGE, 1" OFF WALL \(NOT INTO CEMENT FINISH) 3-COAT PLASTER 2X6 SUB -BAND W/1 "X4" NOTCH @ END, WRAPPED IN PEEL & STICK METAL FASCIA WRAP V OFF WOOD WALL. SUB -BAND 2" OFF PRE-ENG'D TRUSS TO BE CUT @ WOOD WALL WALL INLET TO AVOID CONTACT W1 TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W11 2d NAILS 6%8" O.C. MAX METAL FASCIA WRAP 2x SUB -BAND W/1 12"X4" NOTCH @ END METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL (FRAME OR CMU) WALL 2x6 SUB BAND PLAN B 8 STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER CEMENT FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. + / + + 4 .. . . . . . . + + +. . . . ------- 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? NOTCH @ END, WRAPPED IN PEEL & STICK "ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL a, WALL CLARITY WALL KICK -OUT FLASHING FELT PAPER �DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/112"x? NOTCH @ END, WRAPPED IN PEEL & STICK 7ia" TEXTURED FINISH WOOD METAL LATH -ROOF CEMENT @ ROOF EDGE OMITTED FOR WOOD SHEATHING CLARITY WRB LAYER#1, STUCCO WRAP SUB BAND DETAIL R- WALL W/ KICK -OUT WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT SCALE: N.T.S. 0 C:) CD 0 CN 1W Iq Apt:^ OP CD a 0') C14 04 LL Lli tds true design studios a) > z 0 (5 9000 REGENCY SQUARE BLVD. IV 0 SUITE 100, JACKSONVILLE, FL 32211 < 0 C) W U) I'- I (D -0 a) U) 0*fl*H0ff0N Z3 0al� gk4 A 4 '120 1, 0 LU 0 CV z W 0 W C) (D 0 Ln it LL Uj 0 U) W z Z W `� W 0 C/) W W 0 z > 0 a W <0 _j W W 0 W W 0 ry 0 LL i I I x z This <te been electronically 0 signed and sealed by Jeffery P z Arneson, PE on the date and/or time 0 stamp shown using a digital signature. < Printed copies of this document are not considered signed and sealed and W the signature must be verified by 3rd Party Certificate Authority on any z electronic copy 0 LL Uj Abbott Park U- LOT 027-03-04 LLJ b < z z (D >- PROJECT NO: 0 W 0 2023.004334 0 LL z DRAWN: 0 M EM 1.01 L) 0 W CHKD: U') I-- DO 'CO X LLJ Llj —1 < x 0P A W NS .01 N 58544 LL1 < z -13 13 0 IF LIJ 0 44/ LLI U) 0 z A z mlo%% 3: U) < 0 02-21-2024 0 W REVISIONS: LU LL No. Description Date < LLI (0 —.1 < (f) 0 1 0 0 z z 0 LIJ W A500 n O 0 O L0 EC:) 0 00 x 4 (] a) r c- 04 w (y) C1 �fl J LL LLJ Q J N J true design studios Z O 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 ca o 11HOMN ELECTRIC METER Li \� ELECTRIC METER 1� FIELD VERIFY LOCATION J "�� f°� a FIELD VERIFY PRE -FORMED CONTROL \ CO LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) w JOINT W/STRIP LATH 5/8" CEMENT PLASTER LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC l METER 12" WIDE SELF-ADHESIVE a FLASHING CENTERED UNDER � CAVITY TO BE FILLED 0 • CONTROL JOINT (CLEAN � MASONRY BEFORE APPLYING) WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN �- ) W FOAM GREAT STUFF" OR C APPLY A SILICON BASE ... SIMILAR Z SEALANT AT POINT THAT W STUCCO FINISH f� - _, / T ELEC WIRE PENETRATES CD 518" DEMENT PLASTER 12" WIDE SELF-ADHESIVE �/ 6" SELF ADHESIVE C)OVER TOP & SIDES FLASHING CENTERED UNDER r I CONTROL JOINT (CLEAN \ SELF FLASHING MASONRY BEFORE APPLYING) / UNIT PROVIDE STUCCO U) PRE -FORMED CONTROL /- SCRATCH COAT LARGER JOINT W/ STRIP LATH ' `=�� THAN THE ELECTRIC z PREMANUF. V METER CAN OR METER W DRYER VENT CAP CAN COMBO OR METER ` (SET IN CONT. CAN AND DISCONNECT 8" CMU {� . SEALANT) AREA TO RECEIVE Z z 1 I 1 STUCCO SCRATCH COAT — LLI~ SEALANT at � �A � & 1 COAT OF PAINT W1 W O U) TOP & SIDES BACK -ROLL PRIOR TO m ELECTRIC METER INSTALLATION W W < O Z �/ _ _ _ ELECTRICAL CONDUIT PENETRATION W m W CONTROL JOINT HORIZ CMU CONTROL JOINT VERTICAL CMU DRYER VENT (BLOCK) J W W SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. o Q W W O L r z This <,�been electronically era WOOD CONST BEYOND O signed and sealed by Jeffery P' O 'k FIBER CEMENT OR VINYL LAP SIDING a� WOOD SHEATHING (RE: BUILDER SPECS) INSTALLED PER (— Arneson, PE on the date and/or time stamp shown using a digital signature. RESIDENTIAL CODE AND MFR Q Printed copies of this document are WEATHER RESISTIVE : INSTALLATION INSTRUCTIONS fY not considered 5i ned and sealed and IW- 6" SELF -ADHERING FINISH COATING OVER PRIMED g FLASHING BARRIER #1 THREE COAT STUCCO FINISH EXTEND HOUSEWRAP O the signature must be verified by a 0- 3rd Party Certificate Authority on anyMV z WEATHER RESISTIVE WEATHER RESISTIVE WD SHEATHING (7js' NOM) OVER GALV MTL LATH OVER NAILING FLANGE CL electronic copy �� OVER 15# FELT OVER APPROVED _ O d BARRIER #1 BARRIER #2 (RE STRUCT HOUSEWRAP WD SHEATHING C)' ) v VINYL ANGLED Q� LL CASING BEAD WEATHER RESISTIVE x. RE: STRUCT) (AM66-ANGLED-1250) BARRIER #2 \ 5/16" X 7 1/4" LAP' ( - Q W SIDING W/ 6 REVEAL' FASTEN TO WD STRUCTURAL _ [] "; MEMBER at 7" O.C. MAX - MTL DRIP FLASHING Wf Abbott Park Q I STARTER STRIP 7, "TO %" MID -WALL _ HEMMED EDGE SET IN CONT 2 \ A. / WEEP SCREED BEAD OF SEALANT J y r 8" CMU CORNER BEAD DO NOT CAULK OR - TRIM (RE' ELEVATION) LL LOT 027-03-04 - (FASTENER & 6" SELF -ADHERING A .` • . SEAL OPENING Z a Q: z o 7" SPACING at O.C.) FLASHING /� N Q MEM RANE FLASHING OVER U Q� m Q N GALV'D METAL °�' GALV'D METAL "Z" • WINDOW FLANGE SET IN CONT Z Z fn w " FLASHING :. FLASHING 6" WIDE STRIP SELF ADHESIVE BEAD OF SEALANT } C� WL CU w_ FLASHING, CLEAN MASONRY U CC > = DO NOT CAULK OR BEFORE APPLYING VINYL FLANGE CASING BEAD C7 PROJECT NO: W > SEAL OPENING 1 1/4" X6" SIMULATED �. INSTALLED PER MFR O WOOD TRIM MEMBER 2023.0©4334 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) O W r STUCCO TEXTURED PER COMMUNITY 1/2" MIN O — CMU 1 1/4" X 6" SIMULATED y _ CASINO BEAD SPECIFICATIONS (MIN) FINISH = DRawN: EM TEXTURED PER COMMUNITY o SPECIFICATIONS O VINYL CASING WOOD TRIM MEMBER ' �/ .. r_ � BEAD (AM66-1250) 1/2" (MIN) STUCCO FINISH f W CHKD: L TEXTURED PER COMMUNITY I'_ 1/2" (MIN) TEXTURED SPECIFICATIONS SEAL GAP W/ CAULKING X ��_ FINISH at MASONRY OR APPROVED SEALANT /, W W STUCCO CASING BEAD STUCCO SIDING W J 4 QI RAISED BAND at BLOCK R E D BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION FRAME TO BLOCK ,' .�- CO NER B A at ( ) SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. m �, ,« ., SCALE: N.T.S. o a c1 55,E W z = r. 3 S o :`• A QF F . .• IleLU SELF ADHESIVE -OR- FLUID M Z t Z CMU WALL W/ C U WALL W/' i 6 1/2" MIN STUCCO 1 (MIN) APPLIED PAN FLASHING (CLEAN -` STUCCO FINISH _ - ., . CMU LINTEL ..'.� :. ,• 1/2" (MIN) STUCCO FINISH � Q FINISH TEXTURED e MASONRY BEFORE APPLYING, ., (RE: STRUCTURAL) RE: STRUCTURAL PER COMMUNITY : (RE: STRUCTURAL) ( ) _ 1 E CO U EXTEND UP AT JAMBS (4 MIN) GYP BRD OVER GYP BRD OVER Q O2 21 2024 „ - SPECIFICATIONS GYP BRD OVER _ 1Z GYP BRD OVER � PRE .SHAPED STUCCO BAND •, PRE -SHAPED STUCCO BAND : ,•, _ .• .� , , 1x2 TREATED 1x2 TREATED �. � W 1x2 TREATED W SLP TOP INSTALLED PER 1x2 TREATED W INSTALLED PER MFR • • FURRING STRIPS FURRING STRIPS � FURRING STRIPS FURRING STRIPS WRITTEN CONTINUOUS BEAD MFR W I SPECS (RE WRITTEN SPECS (RE. ELEV) at CMU WALL TYP CONTINUOUS BEAD at CMU WALL TYP REVISIONS. L1J a CMU WALL TYP ELEV` at CMU WALL TYP PRECAST CONCRETE SILL (TYP) (TYP) U FLANGE CASING `: , :. t A (TYP), , ) (TYP) -; OF SEALANT OF SEALANT � _ SELF ADHESIVE -OR- FLUID SELF ADHESIVE -OR- FLUID PT 1x4 1— BEAD W BLOCKIN` r Date WOOD BACKER ROD WI SEALANT NO. Description Iron a e - APPLIED FLASHING GLEAN APPLIED FLASHING (CLEAN -_ - e PT 1x4 SELF ADHESIVE -OR- SELLF ADHESIVE OR Q P W A E _1 MASONRY BEFORE APPLYING) MASONRY BEFORE APPLYING). ... .. VINYL FLANGE CASING G BEAD FLUID APPLIED PT 2x4 FRAME FLUID APPLIED 1 " GYP RD OVER I STALLED PER MFR PT 2x4 FRAME ANCHOR FLASHING CLEAN ANCHOR FLASHING (GLEAN — Q PT 1x'WOOD BUCK PT I WOOD BUCK z B ,. N VINYL FLANGE CASING BEAD VINYL FLANGE CASING BEAD WRITTEN SPECS TYP SHIM AS NEEDED MASONRY BEFORE MASONRY BEFORE > U SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFR 1x2 TREATED(TYP) gppLyl G)) SHIM AS NEEDED gpP�ylN FURRING STRIPS : METAL MOR FRAME METAL D�OR FRAME WRITTEN SPECS (TYP) WRITTEN SPECS (TYP) at CMU WALL (TYP) CMU STEM WALL W/ STUCCO FINISH 0 0 BACKER ROD W/ SEALANT 48" BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR O Z INTERIOR EXTERIOR INTERIOR `XTERIOR INTERIOR EXTERIOR _ 0 CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CMU SCALE: N.T.S. -- W' SCALE: 1 �2" = 1'-0" SCALE: 112'" = 1'-0" SCALE: 1 �2" = 1'4' SCALE: 1 � " - 1'-0" SCALE: 1 � = 1 "-0" W s A VERIFY AC CON LOCATION W/ SITE PLAN PANEL. PANEL 1 RATING: 150A MLO MIN AIC RATING: 2:2,ow A SERVICE: 1201240V,10-3VV MOUNTING: SURIFACE . �C�T L AD I `... PIVAE �L Ltd "IF WATER HEATER F 2 30 1 A 2 20 1 R APPLIANCE GPI 3 B 4 20 1 R APPLIANGE G.FI SYS. 1 CONDENSING UNIT M 2 30 A 6 20 1 L.R GREAT ROOM 7 B 8 20 1 L.R DINING SYS. 1 AHU rVI 2: 20 9 A 10 20 1 L.R BED 2 11 6 12 20 1 L.R BED 3 DRYER F 2 30 13 A 14 20 1 L,R BED 15 B 16 1 L,R 0tk11TJE:RS € VENI'RMGE F 2 40 17 A 38 20 1 L,R GARAGE.EXTERIOR 19 B 210 20 1 - SPADE. REFRIGERATOR F 1 20 21 A 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 8 24 20 1 - SPARE DISHWASHER}DISPOSAL F 1 20 25 A 25 2.0 1 - SPARE WCROWAEMOOD F 1 20 27 B 28 20 1 - SPARE LAUNDRY R 1 20 29 A 30 2' 1 - SPARE 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" ELECTRICAL LOAD CALCULATIONS 'E • P dG � �A2 t=NEIRA�. LIGHTING GE 611�2 — — SMALL APPLIANCE 150IJ - - SH,1ALL. APPLIANG E 1500 - LAUNDRY CIRCUIT 1500 - DISHWASHER I SGO - - WASTE DISPOSAL 8130 - 'WATER HEATER 4500 - - OVEN/RANGE 14900 - MICROWAVE/ 001D Iwo - - REFRI.DCER.ATOR 800 GARAGE DOOR OPENER 6W DRYER. 5400 - GENERAL LOAD 10000 100% 10000 GENERAL LOAD 30102, 40 12040.E HEATING,'AC `2.5 TONS + 31€kN 6438 100 6438 TOTALS 46540 - 2847 12 24OV ]ERVICEIFE.EDER LOAD' (A) 119 MAIN BREAKER (Al 'ISO VERIFY AC COND LOCATION `- W/ SITE PLAN ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME 3 GARAGE DOOR 4 4-WAY SWITCH BUTTON p DIMMER SWITCH SWITCHEDSWITCHED OUTLET 220 VOLT OUTLET G GFCI DUPLEX OUTLET I DUPLEX OUTLET 8 CEILING OUTLET 8 A AFCI DUPLEX OUTLET FLOOR OUTLET I FLR 8 JUNCTION BOX 8 IRRIGATION OUTLET JB IRR S SMOKE DETECTOR D DIRECT WIRE (PER MFR SPECS) CARBON MONOXIDE CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET []' QUICK DISCONNECT A PH TELEPHONE OUTLET ® NETWORK OUTLET SERVICE METER/ PANEL SERVICE PANEL M DISCONNECT m GARBAGE DISPOSAL ® UNDER CABINET LIGHT WALL MOUNT LIGHT} SINGLE SCONCE /V FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT FM_1 STAIR LIGHT BATH FAN & LIGHT BATH FAN - VENT TO EXT COMBO - VENT TO EXT PULL CHAIN LIGHT - - KEYLESS LIGHT -0- FLUSH MOUNT LIGHT HANGING HANGING LIGHT RECESSED EYEBALL \_ PRE -WIRE FOR LIGHT HANGING HANGING LIGHT } RECESSED LIGHT MGHTINIATURE PUCK MINI LED DOWNLIGHT -{j- HANGING PENDANT PNDT LIGHT FLUORESCENT LIGHT FLUORESCENT LIGHT RECTANGULAR FIR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT ROUGH -IN ALL RECEPTACLE SPACING, LOCATIONS, AND QUANTITIES TO BE IN ACCORDANCE WITH CURRENT PRESIDING ELECTRICAL CODE WP = WEATHER PROOF VP = VAPOR PROOF 0 C3 0 CD 0PEX >n coo y 4 0 O (y) r CN N I '\ I M J Li_ W tds -6 J_ true € esign studios Z O V 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 33211 4 a C) cn U) D#R#HOMN' > ('00 �� m � o$ W, ry Q co U Z W W 0 0 a rn ti O w U) LL LLJ ULI O U) m� W W W Z W Lu d o Q J LLl W o W W 0 �- Or J x LL Z This <t.been electronically r o signed and sealed by Jeffery P Z I-_ Arneson, PE on the date and/or time 0 Q stamp shown using a digital signature. Q lY Printed copies of this document are W not considered signed and sealed and 0 the signature must be verified by a 11 3rd Party Certificate Authority on any Z I0f electronic copy Q n U Q Abbott Park a p U U_ LOT 027-03-04 0 <t W z z c7 CD PROJECT NO: W 1 2023.004334 0 LL- Z DRAWN: 0 EM o C) W CHKD: LO DO CD X W W �» »�'* _ a* m 58544 ". Z W .. Z. ;crw z ry �' o U. .. Z A 'j�xj'rJul � % % Z [M% U Q p 02-21-2024 p I— W ~ REVISIONS: LU ILL No. Description Date W Q U Z _ 0 U W I— X W El 00 �C DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes, 8tn Edition (2023) Code for Design Loads ANSI/ASCE 7-22 ROOF LOADING ............................................ Cd = 1.25 TOP CHORD LIVE LOAD .......................20 PSF TOP CHORD DEAD LOAD ..............................7 PSF (TILE = 15 PSF) BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE .............. 20 PSF ATTICS WITHOUT STORAGE......................10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD ................... 5 PSF WIND LOADING' ..................................... Cd 1.60 ASCE 7 3S GUST ....................... ................ 139 MPH BASIC WIND SPEED EXPOSURE CATEGORY.................................0 BUILDING CATEGORY ........ .._ ............_ . LI ENCLOSURE CLASSIFICATION .....................ENCLOSED INTERNAL PRESSURE COEFF......................0 18 C&C DESIGN PRESSURES ............................ {-SEE TABLE 1) wr 4FLOOR LOADING.............................................Cd = 1.00 TOP CHORD LIVE LOAD................................40 PSF TOP CHORD DEAD LOAD...............................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR LOADING ............................. Cd = 1.00 GAME ROOM2 LIVE L 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 OPEN WEB FLOOR TRUSSES ....................... TL / 360 LL / 480 TL / 240 WOOD I JOISTS ................ ....... TL MAX Y2" BEAMS' LL / 360 ..................................... ........ ................ TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEEDY4" 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 TABLE 1: COMPONENT AND CLADDING DESIGN PRES SURES WINDOWS AND DOORS (NOTE 1) 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 NOTE 2) PRESSURE(PSF) 1-STORY PRESSURE (PSF) 2-STORY 8 FT +22.8/-26.9 +25.4/-29.9 10 FT +22.51-26.0 +25.0/-28.9 16 FT +21.7/-24.5 +24.2/-27.3 I 18 FT 1 +21.5/-24.2 1 +23.9/-26.9 I NOTES: 1. END ZONE DESIGNATIONS MAYBE TAKEN AS THE 1ST 4.0' AT ALL EXTERIOR CORNERS PER SECTION R301.2. END ZONES NOT APPLICABLE AT RE-ENTRANT CORNERS. 2. GARAGE DOOR HEIGHT MAY BE 6-8" OR HIGHER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTES 3,4 O Z STUCCO AND DIRECTLY MIN 15/2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICALLY OR C/16' 24/16 w = ^ ADHERED STONE INSTALLED HORIZONTALLY)WI 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE X '_ (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w w w f_ U J z ALL OTHER VENEER MIN Ifs' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICAL OR HORIZONTAL a Q (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 0 G TILE AND METAL ROOF MIN 1l2' 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 0 Z '6 (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND o 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). LL p w � MIN 16" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION O 1: O SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). FLOOR DECK SHEATHING: 23/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD (UNBLOCKED PANEL EDGES, UNO). MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C.T PANEL E /" E EDGES, S. 1 2 O.C. IN THE FIELD OR MI 2 EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 COOLER NAIL OR NO.6 x 1%" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD UNBLOCKED PANEL EDGES, UNO). NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2' CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1%32' 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN 370 WHEN T Q N STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE le" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS 7. 1Y32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY 16 n AND INSTALLATION REQUIREMENTS ALLOW APA RATED B /32 R OS OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE A INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7 WIND LOADS IN ACCORDANCE WITH FRC R301.2.1.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBFR 11 DIAMETER LENGTH 8d COMMON 0.131" 2-'/2" RSRS-0'1 0.113" 2%" RSRS-03 0.131" 2-%" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-%" 16d SINKER 0.148" 3-Y4' 16d COMMON 0.162" 3-'/2" PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED, CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDINGACQ & MCQ) COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS' UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WI RE NAILS AND THREADED HARDENED T R STEEL NAILS. 1. SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY BEFORE APPLICATION OF PROTECTIVE COATING. EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH F - G OR SLAB 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWFFIBER LENGTHS SHALL BE Y2" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN E BUILDING REQUESTED BY THE U LDING OFFICIAL. 6. MASONRY TEMWALL AND MONOLITHIC S C 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 WOISTS 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 UPI IFTS 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 NnTFS 9 '3 d USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON NrM USP FASTENERS SIMPSON SI TENERS FASTENE MITEK USP FASTENERS SIMPSON FASTENERS (8)%X 1 Y:" SIDS SCREWS (8)%" x 1 S15-G DTT2Z IN STUD %" 0 X 4'/z" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB`'TZ '/= 0 x 41h' EMBED EPDXY CS16 EACH END RS150 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2"/"IN (18)0.162'x2'/2"IN HTT4 STUDBEAM/TRUSS STUDIBEAM/TRUSS MTS12 (7) 10d x 1 ''/2' MTW12 y� (7) 10d x 1 /2" (NOTE 2) %" 0 x 6" EMBED ANCHOR §8" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 '/" IN (26) 0.162" x 2 Y2" IN HTT5 STUD/BEAM/TRUSS H1T45 STUD/BEAM/TRUSS (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) �' 0 x 6" EMBED ANCHOR 48' EACH END IN CONCRETE IN CONCRETE (20)'/4" x 3" SIDS SCREWS (24) 3" WS IN STUD HDQ8-SDS IN STUD GROUP PHDS 7 ., GROUP � 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7t" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d COMMON IN (7) 10d COMMON IN (7) 10d x 1 %" IN TRUSS (7) 10d x 1 '/i' IN TRUSS WOOD FRAMING WOOD FRAMING META12 4" WET EMBED IN HT116-18 4" WET EMBED IN MSTAM36 (4) %" x 2 YV TITEN MSTAM36 (5) Y," x 2'/4' TAPCON IN GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY (11) 10d x 1 1/2' IN (11) 10d x 1 'T' IN (8) 10d x 1 ''Y2" IN TRUSS (9) 10d x 1 1/2' IN TRUSS TRUSS/RAFTER TRUSS/RAFTER META20 4" WET EMBED IN HTFZO-18 4" WET EMBED IN HTS20 (11) 10d x 1 Y2" IN HTW20 (11) 10d x 1 Yi' IN GROUTED BLOCK WALL GROUTED BLOCK WALL STUD STUD (10)10dx1'/i'IN (8)10dx1Y2"IN ABU44 (12) 16d COMMON NAILS Pit144 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER R (NOTE 6)" 0 x 7" EMBED EPDXY 4$" 0 x 7" EMBED EPDXY (4) 14' x 2 14" TITEN (4) Y4' x 3" WEDGE BOLT IN MASONRY OR EQUIVALENT IN STU (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1Y2" IN (5) 8d x 1'/" IN AB U66 4"(dx7"EMBED EPDXY a 4"F6x 7" EMBED EPDXY s H2.5T/ TRUSS RT7/ TRUSS (NOTEHA8 6 12" T ( EMBED A GARAGE P A166 ( 12" EMBED AT GARAGE 1 �� 5 8d x 1 IN RT 7AT ,, 8d x 1 I N 5 /2 ( ) DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU481 HUC48, (14) 16d COMMON IN HD48, H381F, (14) 16d COMMON IN (5) 10d x 1Y2" IN TRUSS (5) 10d x 1Y2" IN TRUSS H U28-2, HEADER HQ8-2, HEADER H8 (5) 10d x 1'/2" IN RT8A (5) 10d x 1'!" IN HUC28-2 (6) 10d COMMON IN BEAM HDY8-21F (6) 10d COMMON IN BEAM TOP PLATE I TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN =17UN IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN H0210-2, (10) 10d COMMON IN (7)'/," x 2'/," TITEN (5)'0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SIDS x 2'/z" (1 (12) WS25'/," x 2 %2" (4)%" x 1 'Y2" SIDS SCREW (4) ''W x 1 Y2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SIDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS SDWC14500, SDWC15600 NO MITEK EQUIVALENT IN TOP PLATE IN TOP PLATE (4) SIDS W x 1 Y2" SCREWS (4)'/4" x 1'/2" WS15 SCREW (14) 10d COMMON IN (14) 10d COMMON IN HGA M10KT IN TRUSS/RAFTER TITEN H M1 KT GA 0 IN TRUSS/ RAFTER LT W 3" 1 WEDGE BOLT (4) /a X / MS TCM40 WOOD FRAMING MSTCM40 WOOD FRAMING '/a" IN (4) Ya" x 2'/" SCREWS OR EQUIVALENT IN (10) Y," X 2 '/a" TITEN (10) x 2 Y4" TAPCON IN MASONRY MASONRY SCREWS IN MASONRY MASONRY (9) 10d x 1 12" IN (9) 10d x 1 12' IN (26) 10d COMMON IN (26) 10d COMMON IN H10A TRUSS & (9) 10d x 1 12" RT16A TRUSS & (9) 10d x 1 1Z" MSTCM60 WOOD FRAMING MSTCM60 WOOD FRAMING %" %" TAPCON IN IN TOP PLATE IN TOP PLATE (14) Ya x 2 W TITEN (14) x2 L I I SCREWS IN MASONR MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2021-2023 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NATES. INSTRUCTIONS. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION IN S 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2Y2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. M REQUIRES NAILS TO HDR CON NECTION. C U R Q I LIEU OF 16d L 6. MASONRY APPLICATION E T NUMBER OF TITE N ANCHORS N REQUIRE EQUIVALENT Q Y4' 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'/4' 0 x 1 '/," TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL MEET ASTM C90 STANDARD WITH fm = 2,000 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO BE MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10' STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10' STANDARD HOOK INTO FOOTING 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. >O w N CV ryu- LEGEND OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD o WSP WOOD STRUCTURAL PANEL N SYP SOUTHERN YELLOW PINE LO SPF SPRUCE -PINE -FUR CONT CONTINUOUS N 00 O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1Y," WIDE, UNO. 0 O (3'/" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1%" BEAM) 00 LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1'/" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3%" WIDE, LINO. SYS 42 PROPERLY RATED OPEN WEB HEADER N N M INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS J OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS L WJ IM INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS%" ANCHOR @ F-0" O.C. (UNO ON FRAMING PLAN OR -� SW SPECIFICATIONS) Z STRUCTURAL WOOD BEAM 0 0 STUD COLUMN KEYNOTE Y 0 2 2 STUDS U) w �o 2 ANCHOR NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 14 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS 0 O TO MATCH WALL FRAMING SIZE AND GRADE, UNO. �- ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN W rn BOTTOM OF STUD COLUMN CONNECTION 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN:ST RAPPING RE UIRED FROM 2ND LEVEL > COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM: -I "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN 00 NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE ry W HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 0 U) 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD U 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP W 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. W NUMBER OF HOLD DOWN S/STRA PS AT BASE OF KING/JACK GROUP p O NON -BEARING HEADER FRAMING KEYNOTE O 0') NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY In LO ADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE Z (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING W NUMBER OF JACK STUDS EACH SIDE OF OPENING Z DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER 00 ENGINEERED LUMBER HEADER FRAMING KEYNOTE (if W 0 9 Y2 LSL- 1 / NUMBER OF KING STUDS EACH SIDE OF OPENING W Z NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) W DEPTH OF LOAD BEARING EWP HEADER Q NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) - Lr- HEADER FRAMING 0 J 1. d ROWS 1 80.C. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) R O 0 @ LL Z STAGGERED. z 2. NON BEARING HEADERS': DUE TO LIGHTLY LOADED CONDITIONS; 49" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. I- Q 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 0 4. TO KING STUDS WITH 3 8d TOE NAILS. FASTEN ALL HEADERSO 0 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. a- 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE W CONNECTION REQUIRED EACH SIDE OF OPENING NO CONNECTION REQUIRED FOR OPENINGS AT FIRST 0 FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. C. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q 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 IY • SPH w/ (12) 10d x 1-Y2" @ 16" O.C. OR 0 • DSP w/ (14) 10d x 1-1/2" @ 16" O.C. OR LL • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 '/2" (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. - 9. IN ANY LOCATION WHERE A 2x_ BEAM OR HEADER IS PROVIDED, IT IS ACCEPTABLE TO USE AN ENGINEERED C) LVL BEAM OR HEADER OF EQUIVALENT SIZE. Z FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. 0 J ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN 0 A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S 2 SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. W 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY F- SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W TABLE 2304.10.1 a. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. Q 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) _7) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. m 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 0 THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. W Z 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD 0 W Q Z co Z) 0 I= i= U LL Q U) 0 J 0 Z 2 LULI W a_ 4 CMUIMETAL CONNECTOR ENGINEERING J F. >N true design studios 9000 REGENCY SQUARE BLVD. (D SUITE 100, JACKSONVILLE, FL 32211 O to d} 3 0 e s IT 4 co W J z w LU O w_ Q Q O LL J J W 0 W 2 W This ite Y been electronically r signed and sealed by Davor Bozic, PE Z on the date and/or time stamp 0 shown using a digital signature. Printed copies of this document are W not considered signed and sealed I _and the signature must be verified Z by a 3rd Party Certificate Authority on any electronic copy 11 LL LU Abbott Park LOT 027-03-04 0 W Q - Z 0 PROJECT NO: U) W 2023.004334 0 L L. DRAWN: 0 EM 8 O CHKD: U-) DO U) W J .S PIN . N s ' /C 0�.+ Z 0 9 00 j STATE OF �44.1 ice•. �� i 01 Q _ .s 02-21-2024 p W REVISIONS: W 2 No. Description Date ~ W J Q 07 0 Z O ST=1 1 + N1 ak\1 14AG'N SANITARY ISOMETRIC - RH 70'-0" S-0" r �r7r _ VERIFY AC COND o LOCATION W/ 5 "' SITE PLAN T-2.D SIM 9" CURB a or- - - - - - - - - - - - - - - - - - - - - -I = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -t co "`. o I I : I I 5 I■ �.._ `I� 3'-0" -0' I 1 I I I T-2.D T-2.D I T-2.D - J VERIFY AC CON ■ 1 LOCATION W/ 29'-6: I I 6-0" 14'-0" SITE PLAN I i 0" - J 4 - - T-2. D I T-2.D 4'-7 1/2" 4'-6" :- 9 1/2" - - - * - - - - - �2:_1:: - - - - - 11 5" - - - - - � '-4 1 /2" 20'-8 1/2" I CZo I I I _.. I a,. - 1 mom,❑ A I I❑ I UNDER DOOR L- - - - - - - - - I 4 ■ ■ ■ I I � T-2.D - �� I 1 ; 5 — - — I 4 T-2.D I I T-2.D _.._ ■ l - I I ■ «> I IC7 € I I I --� I Z :.F 19 _ Iwo ~I I I I 0� p I 6 I 5 4" 5'-0" I O 0 I OPT _ I 4, I U) U) o I eo I Iw I I A I v I� I I� ry I I 1 I--- I I A I T-2.D I■ ■ j ■ IL — - - - - - - - - - - - - 6 I OPT co - ■ ■ I' T-2.D I N b I - -- -- TJ ■ I CD I ■ N i I I 041 T-2.D a?l I N I I �- I I �,I I `•, � I I 1 6?I I 51/2'- I r� I ■ ■ I 1 )�, I I D I T-2.D - - - - - -14'-- - - - - - - -1- H I I - I I I _ ■ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �.. _ - - - - - - - - — - - - - - J I O i 1'-4" 8'-0" 59'-10„ 70'-0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 2020 V1.0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTSTO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE. STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D. O ' LO AX PEN r U cV 0o C3 C r N-. co .J LL C1 L t S S3 _j truedesign studios i Z 0 FOUNDATION KEYNOTES:DC1 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Q b ❑A 8"x8" DEEP THICKENED B ❑ 12" DEEP FTG UNDER BOX EDGE w/ (1) #4 CONT COLUMN, FTG TO BE r PROJECTED MIN 6" AS SHOWN - C❑ 16"SQx12" DEEP FTG ❑D 24"SQx20" DEEP FTG EW0111HOMON �- w/ (3) #4 ❑30"SQx20" E DEEP FTG w/ (4) #4 EW ❑ 36"SQx20" DEEP FTG w/ (4) #4 EW p J " " DEEP FTG ❑H #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY m W -. #4 w/ (5)) #4 EW, T&B w/ NOTES ON ST-1 W 1 1/2" SLAB EXTENSION AT FULL ROUGH �` N OPENING WIDTH Z W W it 0 ***NOTE TO CONTRACTOR — DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET LO BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING d ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT W. U_ MANUFACTURER AND DR HORTON. (0 Z J z Lu Z) LLI O m W G W W O Z > W Q g (D W _! W Ld Q W W t 0 O X J LL ILL Z This <tebeen electronically O signed and sealed by Davor Bozic, PE Z on the date and/or time stamp Q shown using a digital signature. Q Printed copies of this document are W O not considered signed and sealed LLI and the signature must be verified Z d by a 3rd Party Certificate Authority on any electronic copy O 0- U_ Abbott Park Q LOT 027-03-04 0 Q W U Q Z (D PROJECT NO: w 1 2023.004334 W Z DRAWN: 0 U EM C) UJ CHKD: EC) DO u) W Q Q = , pp Z 00 WZ �STATE OF Ji 0 . Q •. + , Q�i� 110 N Ak- ' ` Z Z q O 02-21-2024 p 1= W C1 REVISIONS: U- No. Description Date w J Q U d H 0 Z 2 O W X W ST=2 CL �C CMUIMETAL CONNECTOR ENGINEERING EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 316" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. > 'A EXISTING FOUNDATION. al 4 o 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL WHERE NEEDED MIN. 3" EDGEDISTANCE STRIP OF WWF FROM F.F.E. TO - BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/16" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. t> > EXISTING FOUNDATION 8" CMU WALL OVERHANGS 2.5" OR LESS. NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x WI x W1.4 WWF OR CONCRETE SLAB W1 FIBERMESH 6x6 W1.4 x W1.4 WWF j� 0'-0" A.F.F. SEE ARCH OR FIBER MESH (MAX 20" DEEP) TOP OF SLAB oL U) — — — LU U) L C/) ) 4" EXTENSION L) 0 UNDER BRICK VENEER LU Lu Lo VAPOR BARRIER Lu U) 0 < 12" UNDER 1 STORY WALL -VAPOR BARRIER 16" UNDER 2 STORY WALL BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 4 In VAPOR BARRIER BEARING WALL FOOTING SECTION FOOTING, SEE PLAN I AM �� ..r,KlTqKll I UO DI -NM AS LAP AS SHOWN 0 DEGREE TYPICAL STEP IN FOOTING DETAIL. CMU STEMWALL(- MONO LITHIC SLAB 8" CMU CHAIR BLOCK W1 (1) # CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 4" CONCRETE SLAB W1 • 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 6x6 W1.4 x W1.4 WWF FIBER MESH C/) - - - - - - - - - - UJ Z (n 0 4:1 4 -#4 QR #6 Z) 0 CO Z REINFORCING PER C) < 4 MONOLITHIC FOOTING SECTION —FOOTING TO BEAR ON FIRM 4 UNDISTURBED SOIL 1 4 4 MIN" 112 LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. x//\ 4 TO 5 COURSES: 48" O.C. L 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMEN 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" Wf(3) #4 OR (2) #5 CONT STEMWALL SECTION N 2 1. SPECIAL 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. 11� (BEYOND) C/) FLOATING CONCRETE uj U-BLOCK W/ SLAB W/ 6x6 W1AxW1.4 J (1) #4 OR #5 WWF OR FIBERMESH > - CONT ujW T: W C) C/) FINISH 0 GRADE 17\\71\\'\7 L 0 #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. L FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAYBE 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. 36" MAXVARIES PER —, ,, 1ARCH PLANS 12" MIN , • "I \/_ 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN -1 3 1/2" CONCRETE SLAB W1 6x6 WI x W1.4 WWF OR FIBERMESH MINIM 42 (1) #4 OR #5 90' BEND @ 48" O.C. x VAPOR BARRIER FOOTING TO BEAR ON FIRM a / UNDISTURBED SOIL 12" UNDER 1 STORY WALL W1 ADDITIONAL NO. 4 OR NO, 5 ___j #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ 1#4 OR (2) #5 CONT M ONOLOTH 'C FOOTING SECTION - 36" MAX DEPTH 'NOTE IT IS ACCEPTABLE C CEPTA6 SUBSTITUTE LE TO B TITUTE THIS ,, IA" FTG DETAIL FOR THE .1.1 FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS, 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 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 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER CONCRETE SLAB W/ 6x6 - SEE NOTES (MAX 16") 75 y W1.4 x WI WWF OR 0 FIBERMESH STUCCO OR DIRECTLY ADHERED > E STONE CLADDING FINISH - MIN 6" rn 0 ALL OTHER EXTERIOR WALL 0 CLADDING - MIN 8", U.N.O. ON ARCH C) 0 0 0 C\I VAPOR BARRIER F0 7/7 12" MIN X L0 A PMA CN XI/ X CID x C:) 0) FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURSBEDOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL wl ;2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL wl ;2) #5 OR (3) #4 CONTINUOUS LU td -6 _j true design studics MONOLITHIC FOOTING SECTION > C Z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 MONOLITHIC OCCUR: 9000 REGENCY SQUARE BLVD. (D • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" C: GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY ¢ SUITE 100, JACKSONVILLE, FL 32211 ai FROM STRUCTURE STEEPER THAN 1"-0" VERTICALLY 0 PER T-0" HORIZONTALLYO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 C:)'r- (2) #4 OR (2) #5 CONTINUOUS W1.4 x WI WWF OR W FIBERMESH (n (D :D U) 4 041HO O > /K A <11 VAPOR BARRIER 16" 0 U) BEARING WALL FOOTING SECTION >_ a) C) Z LLI (D CONCRETE SLAB W1 6x6 LLI W1.4 x W1.4 WWF OR � FIBERMESH 0 U-0"C:)A.F.F. C) SEE ARCH 0-) DETAILS ti LO 8" MIN U) Z W 8"x8" THICKENED C/) U_ FTG AT U) THICKENED VAPOR BARRIER 01� STEP-DOWN, SEE W PLAN Z Z LLJ CURB STEP SECTION m U) W 0 em% 8" UNDER MASONRY WALL W < 0 Z > 6" UNDER WOOD WALL 0 Z W 0 < W W 0 SEE ARCH < 0 2 (MAX 16") W W 7� 0 LL M N LL ';\>�/'xXxxx/ Z This <�� been electronically Y 0, signed and sealed by Davor Bozic, PE Z on the date and/or time stamp 0 shown using a digital signature. 0 6" OPT EXTENSION IN BRICK Printed copies of this document are LLI not considered signed and sealed LOCATIONS ON FND PLAN 0 and the signature must be verified by a 3rd Party Certificate Authority Z on any electronic copy ADDITIONAL NO. 4 OR NO. 5 0 BAR IN BRICK LEDGE U_ ❑ Abbott Park < ACTWALLWALL CURB SECTION _j I I LOT 027 03 nA CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY (D PER 3'-0" HORIZONTALL70 PREVENT EROSION OF SOIL. 0 (D PROJECT NO: W CONCRETE SLAB W/ 6x 6---,N\ 0 j 2023.004334 0 W1.4 x W1,4 WW`F OR 0 U_ FIBERMESH Z DRAWN: 0 0'-0" A,F.F, SEE ARCH M E M 801 (MAX 20" C) C) 4 d 4 DEEP) W CHKD: D 0 LO U) W W < 4" EXTENSION < C) x UNDER BRICK VENEER pR SO,> • 12" UNDER I STORY WALL (D wl (2) #4 OR (2) #5 CONT VAPOR BARRIER S Z N 000 Z 16" UNDER 2 STORY WALL Lij w/ (3) #4 OR (2) #5 CONT Z - : cc CK i> > 40 STATE OF ..4,, BEARLNG CURB STEP SECTION LL] (D 2 Z < Z TYPICAL, REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #1 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS ------------- HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS C/) < 0 02-21-2024 W C/) REVISIONS: W r U_ No. Description Date F__ < W _j 0 (D U) 0 _j 0 0 Z Z r 0 0 0 Uj x W ST=2mD CMUIMETAL CONNECTOR ENGINEERING R I 71 6-8" n., 91 4'-8" M T-0" T-0" 4'-0" 3'-6" I, 6'-8" 8'-8" 6-0" 6-8" 6-8" 6f-8" T-O" -1 - - - e 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 8U LINTELS MAY BE FILLED OR UNFILLED. • 8F LINTELS SHALL BE FILLED, • LINTELS, MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. • DIMENSIONS ARE APPROXIMATE, MAX O.C. SPACING 1$6'-B" O.C., U.N.0 • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN N INDICATES GROUT FILLED CELL WITH NO REINFORCING 0 NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN (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/ 1 Od @ Y O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBIL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PILT w/ SP2 OR SDWC1 5600 @ 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 QR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W1 SDWC15600 @ MAX 16" O.C. 5, FASTEN EACH BEAM TO MASONRY W/ META12 LINTEL SCHEDULE LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS L-1 16-01' 8F-1 -32 PRESTRESSED GARAGE DOOR L-2 T-O" 81_18 L-3 2'-0" 8U8 L-4 61-01, 8F-16 L-5 81-01, 8F-1 6 8080 SGD/ REAR PORCH L-6 9._011 8F-16 REAR PORCH L-7 111-611 8F-1 6 REAR PORCH L-8 4'-8" 8F-12 FRONT PORCH (ELEV A) L-9 4'-8" 8F-16 FRONT PORCH (ELEV B,E,F) CIVIUMETAL CONNECTOR ENGINEERING 00 0 W Z 3: 0 W Z 0 U_ U) (D 0 _j 0 Z r 0 W x LLI 0- 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 W 0� L.Lj oC] 0 co W 0 a I W W W 1qT fy <te I I This been electronically signed and sealed by Davor Bozic, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy Abbott Park PROJECT NO: LOT 027-03-04 2023.004334 DRAWN: EM CHKD: DO '6'O80 � .....R .... o. ,GENg 000 cc Z. STATE OF 441 0 R N N M-'�- 02-21-2024 REVISIONS: No. Description Date ST-3 0 LU 75 x Z 0 0 Uj I-_ Z ry in LL LLI 0 (0 LLj Z 0 U) LU 0 U_ 0 C:) LO W LU 0 W W 0 Z W 0 Z LU U) LLI LILI 0 W I-_ 0 Z 0 r) 1st LEVEL ROOF FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22N34" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES ALL RAFTERS TO BE MIN. 2X6 NO.2 SYP @ 24" O.C. MAX. ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2X6 2x8 2x10 2x12 12" 16-5" 19--11 23'-9" 26-0" 16" 13'-4" 17-3" 20'-7 22'-0" 24" 10,-11" 14--1 16-10" 191-91, 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" 26-8" 26-0" 16" 11'-3" 17'-8" 23'4" 26-0" 24" 91-101, 16-6" 20'-1" 23'-111" 10 1-115 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR • FASTEN NO,2 SYP PT LEDGER TO MASONRY/CONCRETE wl FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY, ROOF FRAMING LEDGER TO WOOD: 2x6... ......... _.(4) 12d COMMON 2x8... ............................... .(6) 12d COMMON 2x1 0 ................................. (8) 12d COMMON 2x12 ................................. (10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TEEN): PT 2x6.......(2) ROWSY4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWSY," 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWSY4" 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWSY4" 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) W x 4-Y2" LONG #14 WOOD SCREWS PT 2x8 ........... _ ..................... (5) W x 4-Y2" LONG #14 WOOD SCREWS PT 2x1 0. . .......... ................. _(7) W x 4-Y2" LONG #14 WOOD SCREWS PT 2x12 ................................. (9) Y4" x 4-Y2" LONG #14 WOOD SCREWS 4, ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6. r (1) 48" & (1) 24" BEARING BLOCK REQ'D • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. STAGGERED TRUSS TO MASONRY BELOW W/ VGT OR HTT5 (D 0 _j 0 Lli I— X LLJ 12- CMU/METAL CONNECTOR ENGINEERING < tdb true designstudlos 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FIL 32211 RHOMON' %n fg, V v S, c/) LL O W W40 ^W Vj Q o wo < _j W r) W WW ti This <t,� been electronically signed and seated by Davor Bozic, PE Z on the date and/or time stamp 0 shown using a digital signature. Printed copies of this document are W not considered signed and sealed and the signature must be verified W by a 3rd Party Certificate Authority Z on any electronic copy ry CL U_ Abbott Park LOT 027-03-04 W Z (D PROJECT NO: U) Lij 2023.004334 0 LL DRAWN: EM 0 CHKa co LO DO 0 Uj NO zC, O�, G 00 0 Z S T A14 0 F _44/ Z *`*4 0 R `o N C/) 8/ () Z 3: 02-21-2024 LU REVISIONS: LU co r No. Description Date Uj _j U) I'_ 0 Z 0 0 ST-3A TRUSS TO TOP PLATE, MOISTURE BARRIER-----J UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H10 • TRUSS LENGTH <1 10 FT VERT. REINFORCING TO—/ W1 H2.5T OR RT7AT QE HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W1 META12 OR HTA16-18 W1 MIN (7) 10d x 1 �" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1. (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SPI OR SPT22 OR SDWC1 5450 • EVERY KING STUD TO BOTTOM PLATE W/ SPI QR SPT22 OR SDWC1 5450 2x— NO. SPIF OR BETTER @ MAX 16" O.C. BOTTOM PILT ANCHOR Y2" THREADED RODANICHOR W/ MIN 4" EMBED W1 NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR Y2" WEDGE BOLT W/ MIN 4%" EMBED W/ WASHER @ MAX 48" O.C. 77 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). • ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND WASHER, UNLESS NOTED OTHERWISE INTERIOR LOAD BEARING WALL 8" PARTIALLY GROUTED EXTERIOR CMU WALL W1 VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 30" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) X /\X1 '\'>/ 1\>/1 yx, /� � ///\� X/ /I < Xx � EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) TYI ROOF-TO- CONNE( 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 1%," EXPOSURE 1 PLYWOOD RIM@ RAISED !'EEL 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 SHEETST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 Y2" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) WALL SECTION AT ROOF BRAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W1 MIN FOR MISLOCATIO INSTALL NEW MAS 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. 1. ALL LOAD -BEARING 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 W1 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 TOTABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENT NSHEETST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TOTABLE 3: MAXIMUM EXTERIOR WALL STUD SIZESON 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 FOUNDATIONAND WALL SECTION AT ROOFARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. (1) #" DIST. FROM DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB MIN. SCREW /WINDOW TO BLOCK LENGTH IWINDOW TO BLOCK LENGTH OR 114' PER MANUF. 3" 5" 1 %, 3�" 37 6 5" 119,16 3 314' 1 3441" 1 61, 2�4' 3 314' 1 TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: * (2) ROWS %" DIA. @ 30" O.C. STAGGERED * (2) ROWS Y16" DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x— PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED 1/4") ix— PT NAILER BUILT UP 2x — ATTACHED TO MASONRY, (1) PLY Ix — OR�6 OS8 MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) CMU/METAL CONNECTOR ENGINEERING STEP DOWN TIE -BEAM CD C:) N LO 00 0 i 0') C14 C\I ILL LLI Z 0 U) Y 0 C:) T_ LU C0 0 LU U) C) Z LU 0 W 0f C:) C:) C:) cr) ti It LO 0 Z 0 U) Ld Z U) 00 0� LU LU Z_ Z Uj 141 0 11� 0 _j LL Z 0 0 (I cr_ 0 0 0 W 0 _j LL 0 Z (D 0 _j 0 Z :E 0 LU LLJ x 0 LILI Z 0 LLI Z U) 0 ILL 0 (D 0 _j 0 Z T_ C) W x W n 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 RrOMN 4 14 64, 40, 401,01k," �# 414 -6 a) :W tz w LL 0� LLJ W0 w Q o W 0 < W 0 LU W W 2 - 0� F_ LL This <t. been electronically signed and sealed by Davor Bozic, PE Z on the date and/or time stamp 0 shown using a digital signature. Printed copies of this document are W not considered signed and sealed and the signature must be verified F_ by a 3rd Party Certificate Authority Z on any electronic copy 0f n LL ILLI Abbott Park LOT 027-03-04 W in LIj Z 0 PROJECT NO: CO W 2023.004334 LL DRAWN: EM 0 810 0 CHKD: LO DO (n W _j N U) Z 0 98000 j2: Z -33 STATE OF 441 0 0 R N U) 0 Z 02-21-2024 W REVISIONS: W U) T No. Description Date W _j U) 0 Z 0 0 ST-5 UPLIFT CONNECTION PE TYPICAL WALL SECTION MOISTURE BARRIER—/ TYPICAL PORCH BY OTHERS CEILING BOARD PER PLAN. SEE TABLE 2; SHEET ST-1 (PORCH CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) TRUSS TO TOP PLT W/ H2.5T OR RT7AT— SHEATHING TO TOP PLATE— W/ 8d COMMON @ 3" O.C. FULLY SHEATH KNEEWALL PER TABLE 2:— WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS • MIN 2x4 NO.2 SYP PT PLATE BETWEEN TRUSSES W/ (3) 10d TOENAILS EACH END & MINIMUM (4,, O x 6" EMBED DRILL AND EPDXY ANCHOR W/ NUT & WASHER EACH PLATE SEGMENT WITHIN 6" OF END • 2x4 No.2 SYP PT PLATE CONTINUOUS W/ 1'2" x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT & WASHER @ 24" O.C. UPP ROOFDECK ROOFTRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN FASTEN 2x4 NO.2 SYP NAILERS TO SOLID FRAMING W/ (3) 0.131"x3" RING SHANK AT 16" 0.( CRICKET BY BUILDER RAFTER TO NAILER W/ MIN (4) 8D COMMON TOE NAIL 2x4 NO.2 SYP AT 24" O.C. FASTENED TOGETHER WITH (4) 8D COMMON. D1 SHED ROOF DETAIL 8'-1" ABOVE F.F.E. `Y TOP OF GARAGE DOOR 6'-1" ABOVE F.F.E. 4'-9" ABOVE F.F.E 2'-9" ABOVE F.F.E. 0'-9" ABOVE F.F.E. Y TOP OF Ilk CURB F.F.E. J 2x6xl2 CENTEI rLOF OPENING DIA. ANCHOR - 2x4 PT TOP BUCK 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 4$" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5'/z" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %" x �t6" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. PRE -CAST LINTEL PER PLAN a Q �n N Z / FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR �> LOWER PLT HGT PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 ti2" CORNER TO BE TEMPORARILY SHEATHING TO PT PLATE IN TRUSS SHORED FOR MIN (7) DAYS W/ 8d COMMON @ 3" O.C. IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION HEIGHT, BUILD UP PER THE FOLLOWING DETAIL KW5 WOOD KNEEWALL OVER MA: BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) TOE -NAIL MIN 2x4 NO.2 SYP BLOCKIN BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END ROOF DECK FASTEN 2x6 NO.2 SYP- DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE, SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP' "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR - FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10 FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 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. LINTEL REINFORCING AT CORNER VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM TOP OF WALL ------I----------------------- ------------------------ A I I I I I I I I I I I II I PRECAST LINTEL SEE SEE PLA I I PLAN I 2x4 SYP OUTRIGGER @ 24" O.C. � I CLIP TO GABLE TOP CHORD WITH EXTEND REINFORCING TO END (1) H2.5T w/ (10) 8d x 1 ,/2^ OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS 2x4 NO.2 SYP BLOCKING BETWEEN SHOWN. OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d II I MIN (2) SOLID FILLED & COMMON @ 3" O.C. I REINFORCED CELLS W/ NO.5 I VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS i O O AM P '1L AF o � t3 00 O O t�5 i N M J LL LLI _j true design studws TRUSSES NEEDING BRACING Z O Y 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). " 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY C) 3 CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. r- 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS W�� NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. I- 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). IIHOMN' 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. (n 0 �W. ��a�404 m T6" MAX �T6'MAX =' MAX _T6" MAX _L6" MAX =" MAX GABLE TRUSS OPTIONAL STUD COLUMN NO.5 VERT. BAR IN FILLED SCAB FOR TRUSS STRAP CELL AT EACH END OF PIER WALL SHEATHING PER PLAN .MINIMUM 3'-0" SCAB w/ (2) ROWS OF 10d @ 6" O.C., MINIMUM (12) 10d NO. 5 DOWEL TO MATCH EACH • SECOND SCAB MAY BE ADDED AS NEEDED SOLID FILLED & REINFORCED TO OPPOSITE SIDE L OR T BRACE VERTICAL REINFORCEMENT PER CELL EXTENDING FROM FOOTING TRUSS ENGINEERING j j l TO LAP WALL REINFORCING W/ MIN 30" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND MOISTURE BARRIER SHALL BE AT BOTTOM. PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER I I I 1 1 CONCRETE FOUNDATION GABLE TRUSS TO BOND BEAM W/ WORK PER PLAN META20 @ 48" O.C. W/ MIN (7) 10d x 1-'/" TOP OF FINISH FLOOR SLAB (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HGAM10) ---------------------------- t ------------- \ I I /� ----- GARAGE SHEAR PIER T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* W Q � I (D z W L-BRACE FASTENED TO O WEB W/ 10d AT 3" O.C. O SINGLE TRUSS BRACING ti 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL � SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. I� WEB W/ 10d AT 6" O.C. IF BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING; L-BRACING, OR O Z LI (2) REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. j TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. W i W WEB BRACING DETAIL co O cn m w 0 z O z > 0 Q W m W o O X U- Z This ite been electronically O signed and sealed by Davor Bozic, PE Z , BOND BEAM BOND BEAM 1— on the date and/or time stamp Q REINFORCEMENT REINFORCEMENT Q shown using a digital signature. Q Printed copies of this document are w (SEE WALL SECTION) w (SEE WALL SECTION) not considered signed and sealed W J g J D O and the signature must be verified Z 0 Lj n- by a 3rd Party Certificate Authority = FILL SOLID TO BOND BEAM = FILL SOLID TO BOND BEAM on any electronic copy w w U LL LINTEL REINFORCEMENT 0 W Abbott Park _j O U , J W 0 8 F - #--w DEPTH OF LINTEL 8 F -1 - #-�—DEPTH OF LINTEL ASSEMBLY "d" L'-LOT 027-03-04 � ASSEMBLY "d" � Q W ♦— GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND U Q NO LESS THAN 1" BEYOND Z Z 8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END } C� GROUT FILLED LINTEL ASSEMBLY PROJECT NO: W 8" PRECAST LINTEL. SEE PLAN. 2023.004334 0 O IL 8 F-# 8 F-1-# U DRAWN EM WCHKD: C1Y1 O BOND BEAM x �0 REINFORCEMENT W W (SEE WALL SECTION) Q Q X ``` 111 n 111 #""�� U i Q �% �pR 8p `�%gyp, . _ COURSING BELOW BOND m �` •..N`SF. Z BEAM MAY BE FILLED OR Z 0 UNFILLED W Q 0 O �� ' STATE OF441 8U8 i O *. <C/Al ' OR �- LINTEL MAY BE FILLED Q �SS�ONA��:�`Z OR UNFILLED Z ►►►►►�� 8" PRECAST LINTEL. SEE PLAN. U) 8 U 8 O_ 02-21-2024 p H- W U REVISIONS: TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date ; 2x SYP NAILER (IF REQ'D); - . TO WOOD FRAME: (2)0,131 x 3" NAILS @ EACH STUD, MAX 24" O.C. TO CMU wl PT NAILER: (2) ROWS 16" x 23/4" TAPCONS @ MAX 24" O.C. CHANNEL REQUIREMENTS PER MANUFACTURER TYPICAL ROOF DECK SHEATHING MAX T-O" OVERHANG CHANNEL REQUIREMENTS PER MANUFACTURER 2x SYP BLOCK W/ (2) 0.131 " x 3" END- OR TOE -NAILS EACH END FASCIA AND DRIP EDGE PER ARCHITECT ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA PER MANUFACTURER 1x2 SYP NAILING STRIPS TO BLOCK / NAILER W1 (1) 0131" x Z/2" NAIL EACH INTERSECTION SEE 8T-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: 1) SOFFIT MANUFACTURER ALLOWABLE PRESSURE. 2) +/-57,4 psf. SOFFIT W/ MULTIPLE SPANS TYPICAL ROOF DECK SHEATHING CHANNEL REQUIREMENTS PER MANUFACTURER 2x SYP BLOCK W/ (2) 0.131" x 3" END- OR TOE -NAILS EACH END FASCIA AND DRIP EDGE PER ARCHITECT 2xSYP NAILER (IF REQ'D)ATTACH SOFFIT TO 2x BLOCK TO WOOD FRAME (2) Q,131" x 3" NAILS OR UNDERSIDE OF 2x FASCIA @ EACH STUD, MAX 24" O.C. PER MANUFACTURER 9TOCMUw/PTNAILER (2)ROWS 3/jr,"x 23/4" TAPCONS @ MAX 24" O.C. MAX 16" SPAN CHANNEL REQUIREMENT PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND(psf). CAPACITY OF THIS DETAIL 19 THE LESSER OF: 1) SOFFIT MANUFACTURER ALLOWABLE PRESSURE. 2) +/-340 psf. SOFFIT W/ SINGLE SPAN SF SOFFIT DETAILS S� detail ��ail is intended to convey connections between members in the supporting structural frame, not the soffit connections to those members Product manufacturer and evaluating engineer retain responsibility for individual soffit products and their connection to supporting structural frame W Z 0 LL aC U) 0 0 _j 0 Z CU LLJ X LLI n CMU/METAL CONNECTOR ENGINEERING < Elk d*ip AM 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 c/) LL Z C� W W 0 rA V 0# F- 2E < 0 W I W W W LL This i< been electronically signed and sealed by Davor Bozic, PE on the date and/ortime stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy Abbott Park LOT 027-03-04 PROJECT NO: 2023.004334 DRAWN: EM CHKD: DO 02-21-2024 REVISIONS: No. Description Date ST-7