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HomeMy WebLinkAbout38300 Tea Rose AveDRAWING INDEX ARCHITECTURAL SHEET NO. I SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS - D A400 WALL SECTIONS A405 DETAILS A500 DETAILS A501 DETAILS STRUCTURAL SHEET NO: I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS DR HORTON 1844 LAUREL ELEVATION D Abbott Park, ELECTRICAL SHEET NO. ISHEET NAME E100 I 1st LEVEL ELECTRICAL PLAN LOT 031m03m04 BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2023 FL BUILDING CODE - FUEL GASAL93NORK SHALL COMPLY WITH P FL BUILDING CODE - PLUMBING: 2023 NATIONAL ELECTRIC CODE' 20ftDES FLORIDASUILDING CODE, FL BUILDING CODE - MECHANICAL: 2023 FL FIRE PREVENTION CODE: 2CRATIONAL ELECTRIC COI3E, FL BUILDING CODE - ENERGY CONSERVATION: 2023 AND THE t IT` F ZERHYRHILLS OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB ORDINANCES WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS: OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS D CONDITIONED AREA 1st .Flnct .. `; S1" 1844 SF UNCONDITIONED AREA I= rfiry 37 SI 713 SF Grand total 12557 SF MAR RE -111=1 1 DATE—, CITY 4F 7.EPE yRHiL PLAN EXAi\i1i►NEn__A VOLUME 1t Fltt�r '1 �212 :IMF -� Grand total 117212 CF > �t LO ti z APE^ LLI z co C/) W w z z td' S Wtrue design studios IY O_j 9000 REGENCY SQUARE BLVD. L- SUITE 100, JACKSONVILLE, FL 32211 ZO 904.821.5200 l-- <C IY �� Q Of 0 11HOMN' U c ' "o �COaf" 0 J IL Q Z (D 0 J 0 Z 2 U w w a LU U) Q w m W z w w z 0 U) 0 < W -� O w w w w 00 r LL Q U) This item has been electronically signed and sealed by Jeffery P Arneson, PE on the date and/or time } (D stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and 0 J 0 the signature must be verified by a 3rd Party Certificate Authority on any electronic copy Z Uj Abbott Park x w Q LOT 031-03-04 PROJECT NO 7� 2025 2023.004326 -. RAWN: �� EM F® P i N 58544 7. S F •L• �. R���® 02-1 9-2024 REVISIONS: No. Description Date Footer Re -Bar (sized according to foundation plan) ad d° #4 awg CU bare w/ 10' stubbed outside of slab at service o location. Connect to footer steel LO w/ (2) ground clamps S apart d LIFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER MAIN #12 COPPER O #10 ALUMINUM ! COPPER - DISC. P R CLAD ALUMINUM TO APPLIANCES AND GFI 150 OR 200 AMP TYPICAL #14 COPPER OR #12 ALUMINUM / COPPER - ELECTRICAL CLAD ALUMINUM TO LIGHTS AND OUTLETS'. PANEL DOLI©TWA EHOER UNDGND CLAAUMNM ALUMINUM R EATER #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. o #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 250.94 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. -A/C DISCONNECT 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 (B) 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.N.O.. • 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 & OF SINK (IN ON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(3)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT PER NEC SECTION 406.11 IN DWELLING UNITS- ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 406.9(C) RECEPTACLES SHOULD NOT BE INSTALLED WITHIN A ZONE RED F HORIZONTALLY AND 8FT MEASURED 3 T L 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; KIDDE 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 BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER a ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER RESIDENTIAL CODE R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH 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 OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% AT LOW. PER RESIDENTIAL CODE SECTION R806.2: 40%o MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN S-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS STAMPCO W/ 36 SQ (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS 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 • ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS • FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • 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 O N IR LATH SHALL BE ATTACHED WITH 11/2-INC H-L NG38 MM),11 GAGE NAILS HAVING A 7/16-INCH (11.1 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 AL APPLIED TO COVER BUT NOT LAS SHALL B E 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 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • WATER -RESISTIVE BARRIERS PER R703 7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R7032 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 GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER 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 VEHICLE ENTRY DOORWAY • PER RESIDENTIAL CODE R312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER 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 CLOSURES WHICH DO NOT ALLOW PASSAGE OF A 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 ti AIL 0 'O O Z Pt:X W X Z m W W Z_ 3 Z tdb W W a)true esI �ri studios a_ j 9000 REGENCY SQUARE BLVD. W SUITE 100, JACKSONVILLE, FL 32211 © 904.821.5200 Q ODRAMN ' Q 11�s1> Q (O LL Q U � Z O J O 2 W F- X W1121- r� <LU U J Q W z W0 "" W O O L1J �, / o Z 1U U)qe JWW W _Q H 00 Q LL TM V' Q This item has been electronically signed and sealed by Jeffery P [` U) Arneson, PE on the date and/or time stamp shown using a digital signature. - Printed copies of this document are (D not considered signed and sealed and t- 0 the signature must be verified by a z J 3rd Party Certificate Authority on any 0 electronic copy 0 Z p U IW- Abbott Park W X a_ W LL 0- LOT 031-03-04 W J U (n PROJECT NO: IW" 2023.004326 Q Z DRAWN: EM co W CHKD: a DO 0 0 yil�rLO g 58544 Q U s r = U) C0 .c: : z U T E F Z 111ffiti1 � 02- 9-2024 z REVISIONS: 4 ry No. Description Date o W U) W F- W J U U) Q AOOO Z O :.&lfffj 15'-0" 0 5-3 112" 6'-0" 10'-4" 17'-10" 13'-6" I I HB 3040 SH TEMP 3050 SH EGRESS 8'- 0" H.H. 8' - 0" H. H. f 0 --------------------1 n I I - AC COND 001 o?, x (Ty P):., BEDROOM 1 1 9 -4 CLG LU _ 1 TRAY TO 10'-0"00 LU -------- o I ILL N f, C:)� o I I M I i � I I I 3 -9 i_ L--------------------- c 9'-0 3/4'', 2'-2 1 /4" r 2668 266_ Ln 111076 `r' 1 i o 9 WIC ; �I 9'-4" CLG � _ LO I { - - - - - ....- _J 1S&1RIII H11111111L= o? b. I 00 CMU COLUMN (RE: STRUGT) LANAILU 9'-4" CLG ul O O rn T-8" I d 2 _ UO W I' vzi o 0 Ln N M M' 180 4'-6" 8'-4" 124 "? 120 D- 42"x60" 36"x65 + BATH 1 N 2'-8 1/2" 9'-4" CLG, °° -VIP N 9'-4" CLG D 00 1 11 T-6" 3'-9 1/2" GREAT ROOM 9'=4" CLG 9'-11" 1 9,-7„ 3050 SH 8'- 0" H.H. I i 15t LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 108 --_—_ 101 DINING KITCHEN 9'-4" CLG 9'-4" CLG 1/2" le 5-9" 2'-8" 27'-7" { 123 101 { _ 00 r c as { -�� rt N i� DOBATH 2 3 -1 BEDROOM �' �' _ „ i � 9 -4„ CLG. I 9'-4 CLG i, BEDROOM 2 0 00 V) 9'-4" CLG Lo z vs' Ln N FL w 9'4" CLG`r - N M _C)' 00 L � 106 r III , 10'-4" 3_0„ 1 5E_9�, 1. c 9'-1 q., 1'-0" 2'-81/2'E i FOYER I Al 1 9'4" CL -- ENTRY - 9'-4" CLG 1 u 102 13'4' DINING 9'-4" CLG 4°_1 „ 2,-4„ T-0„ FL -lb140 14C 21'-5" 25'-11" 65'-0" 9'-1 " 56'-8" 3'-11" 2' S-5" 6„ _"'-5 CMU COLUMN (RE: STRUCT) 180 N I I . L _ 00 I Q �( zo o Bo ro 11 I o --- ---- co L S I I 00 I �LU _ Q C) ao 1 , I o Cl) 00 ' I'I E E I :{ E, II _ , 1­3080 ENTRY W/(2) 1080 SIDELITES (TEMP) ----------- ------- I 19 I B 'I a i GARAGE { { 9'-4" CLG CD I N I co i w Q O 160 161ilI ELEC PANEL I( )J ALTERNATE AC COND LOCATION 21'-8" cV N Co C) FLOOR PLAN KEY NOTES (SEE SHEETA000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE:COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at & U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 V4" 124 CARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141- - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - 'DOUBLE OVEN 146 - WASHER -OPTIONAL 147 - DRYER - OPTIONAL 160 INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER WALL LEGEND 9'-4" HT CMU WALL 11'-4" HT CMU WALL 0 �t LO t` 0 zAPtz,& U) z U) m W LU z_ 0 z ds W < true eel studlos 0 ry 1 9000 REGENCY SQUARE BLVD. W SUITE 100, JACKSONVILLE, FL 32211 zz 904.821.6200 ` Q d Q 11HOININ" Uxl\ Q A 0 Fi��� O J LL <C z C� a Q z U W F- LU W � ^ aW Uj V J Q m o Z W W 0 V ) Z � _ O W —� <C O Q z qtl W o '4. J W 0 W ��W// F— � LL Q This item has been electronically signed and sealed by Jeffery P I` Arneson, PE on the date and/or time r stamp shown using a digital signature. - Printed copies of this document are (D not considered signed and sealed and o the signature must be verified by a z j 3rd Party Certificate Authority on any 0 electronic copy Q z 0 2 W U I-- IW_ Abbott Park >< W LL Q_ LOT 031-03-04 w J U to PROJECT NO: W I- 2023.004326 DRAWN: (D EM W CHKD: 0 DO o 0 �tt9#1d#► g! LO CsE' j * - W .J 5844 • E F z e'���`• ry ' C!3 02-19-2024 z REVISIONS: Q W No. Description Date o W co W F— W J Q U) F_ O A110 Z 0 AV=ffsj1I191,11T.ilW11T®11M 12 5 ROOF / TRUSS CONNECTION (RE: STRUCTURAL) BEARING HEIGHT FINISH at B AM PER PLAN (RE: ELEV) PT 2x BLOCKING at TOP & BOT OF J z BEAM ¢� MTL FLASHING at COL CAP SET IN BEAD OF CONT SEALANT PT BLOCKING at CAP PLAIN TAPERED COLUMN WRAP INSTALLED PER MFR WRITTEN INSTRUCTIONS W/ 4" CAP & BASE PER d BLDR SPECS 8" CMU PT BLOCKING STONELEDGE DECORATIVE • STONE VENEER w 12" CMU BASE a� $ CONCRETE SLAB at ENTRY 1 COLUMN DETAIL �200 1/2" = V-0" WHEN PRINTED ON 22"x34" z 0 w w ROOF VENTILATION - ELEV D Area HIGH LOW VENT # VENT RATIO PROP HIGH LINEAL FT PROP LOW 2557 ,' 614 12 1 614 in 1 4 144 576 125 1148.75 ROOF PLAN - D 1/8" = V-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG �g _ 4„---------- _ _ 1st LEVEL FF 12 5 _ 1st LEVEL BRG -9' - 4n El F-1,,00 REAR ELEVATION - D 1/8" = 1'-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT (AF_F)_-------_ -- _ _-- HEIGHTIABV GRADE_ 12"x24" 265 4" FRONT ELEVATION - D 1/4" = V-0" WHEN PRINTED ON 22"x34" St -LEVEL FIFE N 1st LEVEL BRG ---- -- 9 4" 1st LEVEL FIFE 0'-0" (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS' SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH RESIDENTIAL CODE 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"x TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. 262 - 1"x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. � OF LIGHT TO BE 6-0" A.F.F. U.N.O. --------------------------------------------------- BUILDING HEIGHT IAFF) 18'-07/8" 12 5 1 260 12" 1st LEVEL BRG 10"x6'0" a )C _ 1st LEVEL FIFE 4 ti 0 zAPEX Wa) W Z 4) W 00 W W Z (D "00^' 6 tds Z W �i -,true design studios N /C Q r d 9000 REGENCY SQUARE BLVD. a) LL SUITE 100, JACKSONVILLE, FL 32211 C Z 904.821.5200 _O Q O 0#1HOMON 0 g' p" i, g% \m 114' tn & :m In O J LL Q U Z O —1 O Z C) W X W J ♦♦ ^^ Q W m L _ z W W > V co O — L 0 Z � W Q O w w WQ p I- C) LL p W Q U) This item has been electronically signed and sealed by Jeffery P Arneson, PE on the date and/or time - t` r (} stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and X -� r- O —i O the signature must be verified by a 3rd Party Certificate Authority on any electronic copy 0 Z 0 LLI Abbott Park r X W 0- D- U- W LOT 031-03-04 .l <C U) 0 PROJECT NO: W F- 2023.004326 Q Z DRAWN; EM W CHKD: 0 DO O 0 0 '' • P A try cn 58544 � Q ;xz C� " • S E IF 4 z_ tt , 02 -2024 z REVISIONS: ry No, Description Date o W co F— W J Q f-- O A200 z 0 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD *ROOF PLAN) TRUSSES (RE: STRUCTURAL) -I 2x4 BLOCKING at 24" OC (AS NEEDED) METAL DRIP OVER 2x6 FASCIA W1 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 GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) VARIES (RE: 12 ELEVATION) F ist LEVEL TOB (RE: ELEV) PE INSULATION PER CODE U01 3' T R Y2" MINIMUM SAG RESISTANT 10 61:33RE, 0 CEILING GYP BRD PER 114 op RESIDENTIAL CODE TABLE R702.3,5 EAM POURED BOND Bli (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al 10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR rk, 0'-0" Ell INSTALL VAPOR BARRIER IN ACCORDANCE WITH A 1 � I 4 —ASTM E 1643-98 . FOUNDATION/FOOTING VARIES a < 4 -STRUCTURAL) len (RE. TYP ONE—STORY WALL SECTION SCALE: 1" = V-0" 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 D#HOMON. n :01 J n W0, 4 TO Jo UU co W z W Q 0 C/) F--- J �C Cj 00 Irom LL This item has 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 3 rd Party Certificate Authority on any electronic copy Abbott Park LOT 031-03-04 PROJECT NO: 2023.004326 DRAWN: EM CHKD: DO AR 4�1 E Nj�4; 58544 E F 4u N 02-19-2024 REVISIONS: No. Description Date A400 X z 0 M LLJ F- z LL Lli LLI z (D U) W 0 LL 0 C LO U) W _j 0 W U) (9 z 0 (D z CC 0 W W W r F- LU QC C) CID F- 0 z 0 0 METAL LATH ONE LAYER OF WATER -RESISTIVE TRADITIONAL HARD -CO VAPOR -PERMEABLE BARRIER WITH A STUCCO INSTALLED IN PERFORMANCE AT LEAST EQUIVALENT ACCORDANCE WITH THE TO GRADE D BUILDING PAPER. MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. ZIP SYSTEM OO TAPE (PCA) RECOMMENDATIONS (INSTALLED OVER ALL JOINTS WITH THE MOST IN ZIP SYSTEM SHEATHING.) RESTRICTIVE CONTROLLLING. OVERLAP TAPE A MIN V AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT PANEL EDGES VERTICAL AND HORIZ CONTROL JOINTS AS REQ'D FASTEN ZIP SYSTEM@ SHEATHING AS REQUIRED BY ENGINEER -OF -RECORD AND/OR LOCAL BUILDING CODE TOP EDGE OF WEEP SCREED TAPED TO WALL SHEATHING WITH ZIP ' SYSTEMR TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC148) CODE -APPROVED VINYL WEEP SCREED TO LAP CMU WALL MIN 2" CMU MASONRY WALL *ZIP SYSTEM SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS @ SHEATHING WITH HARD GOAT STUCCO AT 2ND LEVEL (BLOCK TO FRAME TRANSITION) T se constructi n details are provided to assist in the installation of Zi S stem roduct s he o a p. P. y p and may not apply to every situation. Manufacturer accepts no responsibility or liability for use of these or other construction details. WALL ASSEMBLY VINYL/WOOD/FIBER CEM SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIF SYSTEMS SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMEN PANEL EDGES ZIP SYSTEM OO TAPE (INSTALLED OVER AL JOINTS IN ZIP SYSTE SHEATHING.) OVERLAP TAPE A MII OF 1"AT ALL T-JOINT 1/8" GAP RECOMMEN FASTEN ZIP SYSTEM REQUIRED BY ENGIN AND/OR LOCAL BUILT CMU N 'ZIP bYS I LMU'jHLAI HIND IS Ah'I'KUVtU I REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS @ SHEATHING WITH LAP SIDING AT 2ND LEVEL BLOCK TO FRAME TRANSITION) of Zip Systen@ roduct s v to sin the installation S ( details are. provided assist a These constructionp p . ( ) and mayy not apply to every situation Manufacturer accepts no responsibility or liability forthe use of these or other construction details. WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS O SHEATHING WOOD OR LT. GA, METAL STUDS. 1/8" GAP RECOMMENDED AT PANELEDGES ZIP SYSTEM ® TAPE (INSTAL[ OVER ALL JOINTS IN ZIP SYS' SHEATHING.) OVERLAP TAPE A MINIMUM C V AT ALL T-JOINTS 118" GAP RECOMMENDED AT FASTEN ZIP SYSTEM O SHEA ENGINEER -OF -RECORD AND/ *ZIP SYSTEM SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS U SHEATHING WITH LAP SIDI NG AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip Syster(O product(s) rli t for the and may not apply to every situation Manufacturer accepts no responsibility o liability use of these orothher construction details. TRADITIONAL HARD-COA METAL LATH MORTAR SETTING BED ON STUCCO INSTALLED IN ONE LAYER OF WATER -RESISTIVE TOP OF MORTAR SCRATCH ACCORDANCE WITH THE VAPOR -PERMEABLE BARRIER WITH A COAT IN ACCORDANCE MANUFACTURER'S OR THE PERFORMANCE AT LEAST EQUIVALENT WITH MANUFACTURER'S PORTLAND CEMENT ASSC. TO GRADE D BUILDING PAPER. INSTALLATION (PCA) RECOMMENDATIONS ZIP SYSTEMCJ SHEATHING RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. WOOD OR LT. GA. METAL STUDS TOP EDGE OF WEEP SCREED NATURAL OR MANUF — TAPED TO WALL SHEATHING WITH STONE VENEER. ZIP SYSTEM TAPE OR ADHESIVE INSTALL IN FOUNDATION BACKED FLASHING. (MUST MEET ACCORDANCE AC 148) WITH MANUFACTURER'S RECOMMENDATIONS VERTICAL AND HORIZONTAL CONTROL JOINTS AS NEEDED. p' DESIGNER -OF -RECORD TO SPECIFY TYPE AND LOCATION. �+ CODE -APPROVED WEEP �! SCREED AT BASE OF WALL *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS 0 HARD COAT STUCCO AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip Systen@ product s) and may not apply to (( rconstruction e ails. r is r or the use of these or othe details. every situation. Manufacturer accepts no responsibility o liability f FOUNDATION DRIP EDGE FLASHING OR WEEP SCRI IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AT BASE OF ZIP SYSTEM WALL SHEATHING ZIP SYSTEM SHEATHING,* LATH WOOD OR LT. GA. METAL STUDS *ZIP SYSTEM SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ONE LAYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO GRADE D BUILDING PAPER TOP EDGE OF DRIP EDGE FLASHING TAPED TO ZIP SYSTEM SHEATHING SURFACE W/ ZIP SYSTEM TAPE OF ADHESIVE BACKED FLASHING. (MUST MEET AC148) ZIP SYSTEMS ® SHEATHING w/ ADHERED STONE AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip Systen@ product(s) and may not apply to t e construction etail every situation Manufacturer accepts no responsibility or liability for the use of these or o herdetails. .f 0006.\ tdb true devgn studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.6200 RHOMON't I 0, If WW� LLI w n ry � z w Q O (1) J � p d' w o qq _' w w ry r- L This item has been electronically signed and sealed by Jeffery P I` Arneson, PE on the date and/or time stamp shown using a digital signature, X Printed copies of this .document are not considered signed and sealed and r the signature must be verified by a 3rd Party Certificate Authority on any electronic copy Q W Abbott Park z t n L_ LOT 031-03-04 W J Q U PROJECT NO: W 2023.004326 Qz DRAWN EM W CHKD; 0 DO O O �����if1llttJt S 544+ U) .. C? F ,' ,Z 11lii � U) 02-19-2024 tD z REVISIONS: < No. Description Date 0 W W W F-- W J Q U A405z WALL SHEATHING FIBER CEMENT SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP z EXTEND 15# ROOFING FELT UP WALL 7" MIN C14 5 X 5 METAL FLASHING OVER LO ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE- DO NOT NAIL INSTALL WITH ROOF CEMENT ROOF C "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. 1. FOLD INWARD at PT. A 1. FOLD INWARD at PT. A 2. CREASE at PT. B FOLD-, at 45° (D (A) 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 BOTTOM�LANGE FASCIA 1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C (D Q F:()' D at 77' WATER TIGHT SEAL. FOLD, DO NOT CUT STUCCO/CV FINISH ASSEMBLY LAP BARRIERS OVER NAILING FLANGE WALL KICKOUT FLASHING VINYL DRIPMEEP SCREED 5x5 METAL FLASHING KICK -OUT FLASHING (SEE DETAIL) EXTEND KICK -OUT 2" BEYOND FASCIA WATER TIGHT SEAL (BEND OR SOLDER,. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS SCALE: N.T.S. BLDG PAPER O\ 'QUICK FLASH" PIPE THROUGH 6" SELF ADHESI' FLASHING (INST PER MANUF. SP BLDG PAPER UNDER 'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED HOUSE\N FOR BOX INSTALLATI WRB, LAYER #1, STUC WRAP WOOD SHEATHING STEP #1 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 APPROVED HOUSEWRAP BELOW WRB, LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D'FELT OVER SELF - ADHERING FLASHING 0 OVER APPROVED CUT SUCH THAT NO HOUSEWRAP MEMBRANE ENTERS BOX, APPLY TO FACE WRB LAYER #2, EDGE FORTIFIBER BLDG PAPER APPLY E-Z BEAD OVER 60 MIN GRADE 'D'FELT-PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 STEP #5 ELECTRICAL RECEPTACLE 4- - 2x SUB-BAN6=1/2"X? NOTCH ----------lL @ END, WRAPPED IN PEEL & STICK ED GE -------- 7b"TEXTURED FINISH @ WOODS 112 TEXTURED FINISH @ CMU I A AW API'FFROM METALFA�SC CEMENT IIIISH, 1- FR�m \—----- WOOD LL EXTERIOR WALL AME OR CMU) NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) (AA ELEVATION (A ,,-ZIP EDGE, V OFF WALL (NOT INTO CEMENT FINISH) 3-COAT PLASTER 2x6 SUB -BAND W/Vx4 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 W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 N2"X4" NOTCH @ END. METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (a-)- WALL 24 SUB BAND PLAN B STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER CEMENT FINISH (SEE TYP WALL SECTION) METAL LATH SCALE- N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTCH @ END, WRAPPED IN PEEL & STICK -ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL Q WALL CLARITY + + + + + + + + + + + + + + WALL KICK -OUT FLASHING FELT PAPER . . . DRIP EDGE + + + + + (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS fr METAL FLASHING, WRAPPED MIN ABOVE BOTTOM OF DRIP EDGE 4 2x SUB -BAND W/1/2"x? NOTCH @ END, 7/ 8" TEXTURED FINISH @ WOOD WRAPPED IN PEEL & STICK METAL LATH *ROOF CEMENT @ ROOF EDGE OMITTED FOR WOOD SHEATHING CLARITY WRB LAYER#1, STUCCO WRAP SUB BAND DETAIL (C_WALL W/ KICK -OUT WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT SCALE: N.T.S. r1_ 6 IT 0 L0 ti Ar 0 Ar b Mff 0 z C Apt^ -C U) 0 U) Q) W x z LLI LILI z AMIN, 0 z tdb Uj < true design studios 0 ry 0 1 9000 REGENCY SQUARE BLVD. LL SUITE 100, JACKSONVILLE, FL 32211 z 904.821.5200 0 0 9 0 121- 0 U#H019ON' a) 0 2 p A 0 < e0 tat" 01 ivakt, &N, E god, 0 _j LL 0 z 0 I 0 z r LLJ X LLI CL < < x W 00 z 0 W W 0 co z 0 LL1 J < 0 z 'RT W W 0 W W W LLI U_ Iqrm 11 5 < This item has been electronically signed and sealed by Jeffery P U) Arneson, PE on the date and/or time T_ stamp shown using a digital signature. X 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 z O electronic copy 0 z 0 3: W LU Abbott Park z CL LUX < LLLOT 031-03-04 _j < C) 0 0 PROJECT NO: W 2023.004326 < z DRAWN: (D EM 0W CHKD: 0 DO LL 0 (D LO P A 4� E N LLI 58544 0 - (n -13 F .7 441 z % * f I III 02-19-2024 0 z REVISIONS: No. Description Date LLI (n Uj M F_ W _j < 0 0 z A500O 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFICATIONS FLANGE CASING---\ BEAD CASING BEAD at WN SCALE: N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. GYP BRD OVER —' I r-- PRE -SHAPED STUCCO BAND 1x2 TREATED W/ SLP TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK ­/VINYL FLANGE CASING BEAD SHIM AS NEEDED' INSTALLED PER MFR WRITTEN SPECS (TYP) 4$" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1 �2" = V-0„ / f \ PRE -FORMED CONTROL / \ JOINT W/ STRIP LATH �_z_� f � / 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING at 7"O.C.) MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY 'SPECIFICATIONS CORNER BEAD at BLOCK SCALE: N.T.S. 12" GYP BRD O1 1x2 TREATED FURRING STRII at CMU WALL (T WOOD BLOCKI PT 1 x WOOD B I SHIM AS NEEDI INTERIOR CMU WALL W/ �8" STUCCO FINISH (RE: STRUCTURAL) PRE -SHAPED STUCCO BAND W/ INSTALLED PER MFR WRITTEN SPECS (RE: ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 4$' BACKER ROD W/ SEALANT EXTERIOR WINDOW JAMB at CMU SCALE: 1 1/2" = 1'-0" STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D M "Z" F LAS DO NOT CA -- SEAL OPENING (D / f 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT f STUCCO CASING BEAD:: ,lam SIDING TO STUCCO FRAME TO BLOCK �2-- GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) INTERIOR SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 48" BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) CMU STEM WALL W/ %" STUCCO FINISH (RE: STRUCTURAL) EXTERIOR WINDOW SILL at CMU SCALE: 1 " _ V-0" ELECTRIC ME FIELD VERIFY LOCATION AREA TO RECL, STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/1'6" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. 1z" GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1x4 PT 2x4 FRAME ANC SHIM AS NEEDED — INTERIOR WD SHE (RE: STF INISH COATING OVER PRIMED HREE COAT STUCCO FINISH $" NOM) OVER GALV MTL LATH VER 15# FELT OVER APPROVED DUSEWRAP ASTEN TO WD STRUCTURAL I'EMBER at 7" O.C. MAX TO %" MID -WALL JEEP SCREED Z a- I" WIDE STRIP SELF ADHESIVE SLASHING, CLEAN MASONRY IEFORE APPLYING /2" (MIN) STUCCO FINISH -EXTURED PER COMMUNITY iPECIFICATIONS STUCCO ONE (1) qG ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S FIBER CEMENT OR VINYL LAP SIDING (RE: BUILDER SPECS) INSTALLED PER RESIDENTIAL CODE AND MFR INSTALLATION INSTRUCTIONS EXTEND HOUSEWRAP OVER NAILING FLANGE WD SHEATHING (RE: STRUCT) _ I` MTL DRIP FLASHING W/ HEMMED EDGE SET IN CONT BEAD OF SEALANT TRIM (RE: ELEVATION) EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT BEAD OF SEALANT VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY A SPECIFICATIONS SIDING HORIZONTAL MATERIAL TRANSITION FRAME TO BLOCK) DOOR HEAD at CMU CMU LINTEL (RE: STRUCTURAL) — CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gMpApS�OyNRY BEFORE METALMOR FRAME EXTERIOR SCALE: 1 �2" = V-0" try" GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR DOOR JAMB at CMU SCALE: N.T.S. CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE Y& TI� �} METAL DOOR FRAME EXTERIOR SCALE: 1" = 1'-0" Z A m P 'EX" 0 U) W z m W �- W z_ U z tdb W true eslin studios 0 W _ O 9000 REGENCY SQUARE BLVD. ILL SUITE 100, JACKSONVILLE, FL 32211 z 904.821.5200 0 O P Q o 0*ft*H090N' a) O1 a1,44 . C) ��t :3 I AM "tI a�� O J LL Q U a z J O z 2 V W I— W J d Q Uj Uj 00 Z W 0 W O Q W -J `t O Z > 0 W W o � W o U- r V- 2 Q This item has been electronically signed and sealed by Jeffery P f` U) Arneson, PE on the date and/or time r stamp shown using a digital signature. >- Printed copies of this document are r- (D not considered signed and sealed and c- O the signature must be verified by a _I 3rd Party Certificate Authority on any O electronic copy O z p T W" Abbott Park W LL LOT 031-03-04 w _I Q U (n PROJECT NO: W 2023.004326 Q♦z DRAWN: V EM w C H KD: 0 DO Q 0 O ��� t1tIIlY►p;�� `w ,�`.,�`.� J ^` 58544 U h U) C 441 z ` R r �i ,ttY+i o Cn 02-19-2024 >z REVISIONS: < [L' No. Description Date W 0 W _ W .J Q U CO A501 z 0 r-) AC CONE _8 1st LEVEL ELECTRICAL PLAN 1/4 V-0" WHEN PRINTED ON 22"x34" ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME 4-WAY SWITCH AGE DOOR BUTTON a DIMMER SWITCH ($ SWITCHED OUTLET 220 VOLT OUTLET 81 GFCI DUPLEX OUTLET GF DUPLEX OUTLET G CEILING OUTLET C AFCI DUPLEX OUTLET FLOOR OUTLET AR F8 LR 8 JUNCTION BOX R IRRIGATION OUTLET I (S SMOKE DETECTOR 0 DIRECT WIRE (PER MFR SPECS) CARBON MONOXIDE CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET QUICKDISCONNECT PH TELEPHONE OUTLET NETWORK OUTLET >__5= SERVICE METER( PANEL SERVICE PANEL M DISCONNECT (D GARBAGE DISPOSAL UNDER CABINET LIGHT WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT 00 STAIR LIGHT BATH FAN & LIGHT BATH FAN -VENT TO EXT COMBO - VENT TO EXT PULL CHAIN LIGHT 4- KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT RECESSED EYEBALL \_ PRE -WIRE FOR LIGHT �HANGING HANGING LIGHT �} RECESSED LIGHT MINI MINIATURE PUCK LIGHT LED DOWNLIGHT HANGING PENDANT PNDT LIGHT FLUORESCENT LIGHT FLUORESCENT LIGHT RECTANGULAR FIR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN LIGHTED r; 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 , 1 ^0 tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 J W W w � o Z w � ,o � w� W � J W � r LL This item has 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 documentare not considered signed and sealed and the signature must be verified by;a 3rd Party Certificate Authority on any electronic copy PROJECT NO: Abbott Park. LOT 031-03-04 2023.004326 DRAWN: EM CHKD: DO P,! O.E N Pi*� ^» C 58544 " •" a 13 T E F 02-19-2024 REVISIONS: No. Description Date El 00 DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes, 811 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 WINDLOADING3...............................................Cd = 1.60 ASCE 7 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY..................................0 BUILDING CATEGORY....................... ............. •11 ENCLOSURE CLASSIFICATION ............ I ... .. .. ENCLOSED INTERNAL PRESSURE COEFF .......... .............0.18 C&C DESIGN PRESSURES.............................(SEE TABLE 1) FLOOR LOADING.................... ................ ......... Cd = 1.00 TOP CHORD LIVE LOAD.................................40 PSF TOP CHORD DEAD LOAD ......... .................... ...10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR LOADING .............................Cd = 1.00 GAME ROOM2 LIVE LOAD .............................. 60 PSF BALCONY/DECK LIVE LOAD ........................... 40 PSF DEFLECTION CRITERIA LL / 240 ROOF TRUSSES ......... ......................... ........... .TL / 180 TL MAX 1" UP TO 40' SPAN FLOOR JOIST OR TRUSS .... ......... .................. LL / 480 TL / 360 BEAMS' ......................................................... ...LL / 360 TL/240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT 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 PRESSURES WINDOWS AN DOORS (NOTE E 1 T EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR WIDTH (NOTE 2) PSF PRESSURE (PSF) 8 FT +25.41-32 10 FT +25.02/-30.4 16 FT +24.1 /-28 18 FT +23.9/-27.5 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 TABLE 7: METAL CONNECTOR SCHEDULE NOTES 3,4 NOTES 2, 3, 4 O Z STUCCO AND DIRECTLY MIN' j32' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICALLY OR (Cfs' 24/16 w = ADHERED STONE INSTALLED HORIZONTALLY)W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE X Q (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDEDAT UNSUPPORTED PANEL EDGES. w W W I- x _j C0 O d Z U ALL OTHER VENEER MIN 32/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICAL OR HORIZONTAL a_ (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD UNBLOCKED HORIZONTAL PANEL EDGES ( ), � 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y (D 6 TILE AND METAL ROOF MIN'%2' 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION U Z 06 (NOTE 7,) PERPENDICULAR TO SUPPORTS W/ RSRS-03 NAILS: 4" O.C. AT PANEL EDGES AND o = r I- 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). p w LU F MIN 16" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION O � OZ SHINGLE 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: 2Y32' 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 PLYWOODOR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d /$ P PORCH CEILING BOARD SHEATHING: COMMON; 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD OR MIW" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1%8" COOLER NAIL OR NO.6 x 11/4' 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 TCHELP REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1%32" 32116 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE/6 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS 7 1532' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANT) AND INSTALLATION REQUIREMENTS ALLOW,1Y32' APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7 WIND LOADS IN ACCORDANCE WITH FRC R301.2.1.1 TABLE 4: NAIL SIZE LEGEND NOTES 1. 2. 3. 4 DIAMETER LENGTH 8d COMMON 0.131" 2-Y2" RSRS-01 0.113" 2 %" RSRS-03 0.131" 2-'/2' 10d x 1-Y2" 0.148" 1 '/" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-%" 16d SINKER 0.148" 3-%4' 16d COMMON 0.162" 3-Y2" TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE AILS AN THREADED HARDENED STEEL NAILS MO N D 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY BEFONOMINAL DIAMETER SIZES APPLY A FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEER PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40' DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 0 DEGREE BEND AT CORNERS WITH A 24" LAP24" LONG #4 BAR IS RECOMMENDED T BE R R NGS S L 9 G C ER D O INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWFFIBER LENGTHS SHALL BE W TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6, MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH TABLE R401.4.1 AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR PREVENTION OF SUBTERRANEAN TERMITES 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS 10. TO CONTROL CRACKING, CUT V SAWCUTS IN THE SLAB IN A 15'x15` GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. NOTE: ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER) 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING & LOCATION OF THE FRAMING PLAN SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. )-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. MITEK & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS (8)% X 1 '/2' SDS SCREWS (8)'/4' x 1'/2" WS15-GC DTT2Z IN STUD W O X 4 Y2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 1Od (NOTE 2) EMBED EPDXY OR DTB-TZ % O x 4'/2" EMBED EPDXY CS16 EACH END RS150 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18) 0.162" x 2'/2' IN (18) 0.162" x 2'/2" IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 Y2" MTW12 (7) 10d x 1 'Y2" (NOTE 2) �8" 0 x 6" EMBED ANCHOR �8„ O x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 'Y2" IN (26) 0.162" x 2 Y2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MS (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) % O x 6" EMBED ANCHOR %" O x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)/< x 3" SDS SCREWS (24) 3" WS IN STUD HDQB-SDS- IN STUD GROUP „ PHDB GROUP i8" O x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13 10d COMMON ) � i8 O x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 W IN TRUSS (7) 1Od x 1 %" IN TRUSS (7) 10d COMMON IN (7) 1Od COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4)'/4' x 2 W TITEN (5) %" x 2 W TAPCON IN SCREWS IN MASONRY MASONRY ,, (8} 10d x 1 /2 IN TRUSS f „ (9) 10d x 1 IN TRUSS (11)1Odx11/"IN (11)10dx11/2"IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER - GROUTED BLOCK WALL GROUTED BLOCK WALL (TR 10d x 1 Y2" IN (11) 10d x 1 Y2' IN STUD STUD (10) 1 Od x 1 %" IN (8)10d x 1 Y2" IN ABU44 (12) 16d COMMON NAILS PAU44O (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER NOTE 6 ( ) O x 7EMBED EPDXY % s" " x 7EMBED EPDXY %" " „ (4) 1r4 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 1'/2" IN (5) 8d x 1'/2" IN ABU66 �8" O x 7" EMBED EPDXY F'AU66 %" O x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) ('12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 1 (5) 8d x 1 /z' IN RT7AT 1 (5} 8d x 1 „ IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1'/" IN (5) 10d x 1'/" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1Y2" IN TOP PLATE (5) 10d x 1Y2" IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER LUGT2 TRUSS/RAFTER HU210-2, (10) 1Od COMMON IN HD210-2, (10) 10d COMMON IN (7) W' x 2 Y4' TITEN �(5)10" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONR OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN 2 SINKER (6) 16d R ( 28 ) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER WALL FRAMING FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 12) SIDSY4 '/z x 2" (1 ( LUGT3 (12) WS25 /a' x 2'/2" (4)%" x 1 '/" SDS SCREW (4) 'W x 1 Y2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER SDWC14500, SDWC15600 NO MITEK EQUIVALENT HGA10KT (4)%" x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE (4) SDS W x 1 %" SCREWS (4) /4 x 1 / WS15 SCREW (14) 10d COMMON IN (14) 10d COMMON IN HGAM10KT IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER 1 3 „ (4) f<" x 1 /4 WEDGE BOLT MSTCM40 WOOD FRAMING MSTCM40 WOOD FRAMING (4)'/4' x 2%" TITEN SCREWS OR EQUIVALENT IN , , „ 1 x 2 4 )TEN (0) /` / T , , „ 10 4' x 2 J< TAPCON IN ( ) 1 C IN MASONRY MASONRY SCREWS IN MASONRY MASONRY (26) 10d COMMON IN (26) 10d COMMON IN MSTCM60 WOOD FRAMING MSTCM60 WOOD FRAMING (14) %" x 2 W TITEN (14) W x 2 W TAPCON IN 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 ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT E R FOR SPECIFIC FASTENING REQUIREMENTS. 1 „ E T COMMON 5. POSITIVE PLACEMENT GUN NAILS, 2 /2 LONG, WITH EQUIVALENT DIAMETER O CO ON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. TITEN ANCHORS N LIE F 16 NAILS TO HDR CONNECTION. CMU REQUIRES 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF I EN ANC O I U O d L C C Q Y4' O x 2'/" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'/a' 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. EXIST EVERY COURSE SHALL BE 2. SHOULD LIMITED AREAS OF STACK BOND. MASONRYE Y OTHER HE 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 1 U 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� U LEGEND OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1W WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1%" BEAM) LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1%" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3'/" WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER 2 2 STUDS (n w �o 2 ANCHOR F INTERIOR ROOF LOAD BEARING WALL SPECIFICATIONS O OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE ISY2" ANCHOR @ 8'-0" Q.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD DTT2Z KING/JACK GROUP BOTTOM CONNECTION 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP NON -BEARING HEADER FRAMING KEYNOTE NO HDR -# - NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL, LVL, PSL, QR SYS42) DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 3/" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8 O.C. STAGGERED. 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 38" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH 2 ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7, TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 •SPHw/(12) 10d x 1-Y2" @ 16" O.C. CAR • IDS w/ (14) 1 Od x 1-'/" @ 16" O.C. OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 -Y2" (OR EQUAL APPROVED BY EOR). 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 LVL BEAM OR HEADER OF EQUIVALENT SIZE. FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH; IN A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER, 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN TABLE 2304.10.1 4, BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. - T MN AND CORNERS TOGETHER WITH 2' ROWS 10d 8" O.C. STAGGERED. 5. FASTEN ALL MULTI PLY STUD COLUMNS CO ER O UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO'. 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD CMUIMETAL CONNECTOR ENGINEERING 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 0*fl*H0M0N,4 a , 1;\4 1�� mi W `� W 0 w 0� O Q cis J � O � w � _j w w 00 � r LL This item has 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 LOT 031-03-04 PROJECT NO: 2023.004326 DRAWN: EM CHKD PTO • 0 8 • �-10 �-33 ' STATE OF • 44/ ` s '��� O R f;,r�S/Q1VA"111111� `_00� 02-19-2024 REVISIONS: No. Description Date ST=1 -6 58'-11" 6-1„ 20'-7" 51^5„ 1001 41_4" SIM 9" CURB QD r- - - - - - I - - - - - - - - - -I cv - --�'-�--cam �. ..� ,j o I ; _ --- �I ----- IC a CIA - - - - - - - - - - ■ L 6„ I I�I I ❑ I 1I D T! TOTAL 3 I T-2.D (3) ■- rig©.l I 4 I I CN i I.._ 1 T-2.1) I of -�-----15-2" -- - - - - --------�k-----8=2----2'❑01/2----I--�1_2'-"----- �-" '-72" 3-$12" OPT.---- - I ❑ 9'-10" I A❑ I ■ i CPT I oil L---- - - - - -- II NI ti I L— --- - - - - - T-2.D - - - -i - 5 - - - - - - -1 ■ ' ■ ■ ■ I I T-2.D 1 4" ■ — ,. 1 1 1 1 ! o.. I 4" 1 1 1 f\ ry 1 O Too I I 1 -- 4 - I\ A IUD W - A UNDER DOOR - -� I� IX ■ I W I OPT 1 g> i M d I T 2.D I I ■ 1 -I - - - I ❑------------- I 13'-$" 2'-7" - - ,4�-- - I - I - - ------------ 17'-Q" V-9", , 1 D (2) TOTAL I I I T-2.D a I o I h I 5 T-2.D ;' . l ■ L- - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - J _... _ - - - - - - - - - - - - - - - _ - - - .. - - J ■ ALTERNATIVE AC COND I I LOCATION I I L - - - J 81-4" 35'-0" 21'-8„ 65' 0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" I N KS-1 2" 0 VENT TO ROOF❑ I A GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT" EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS,. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE_ SEE SHEET ST-21D FOR INTERCHANGEABLE' STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 &5/7), • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D, FOUNDATION KEYNOTES:DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN ❑A 8"x8" DEEP THICKENED EDGE w/ (1) #4 CONT 16"SQx12" DEEP FTG 30"SQx2O" DEEP FTG w/ (4) #4 EW B 12" DEEP FTG UNDER BOX COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN ❑D 24"SQx20" DEEP FTG w/ (3) #4 EW I36"SQx20" DEEP FTG w/ (4) #4 EW GIG 48"SQx24" DEEP FTG H #5 VERTICAL DOWEL TYP (5) #4 EW, T&B AS SHOWN, SEE MASONRY NOTES ON ST-1 ***NOTE TO CONTRACTOR*** DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON, ❑2" O VENT TO ROOF I I I I I I 1.3VIV1G1 K11.+ V IL;vv LO I`- CMUIMETAL CONNECTOR ENGINEERING 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 0 A.11HOMON N W W r) w � z w Q O cn J j O � w � w d, -- w w 0 LL W 2 This item has been electronically signed and sealed by Davor Bozic,, PE I` on the date and/or time stamp r shown using a digital signature. X 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 O 0 W I-_ Abbott Park Z LOT 031-03-04 W W J U (n PROJECT NO: W I-' 2023.004326 Q 0 DRAWN: EM CHKD: a DO V- O O O + 4 OR � Bo,>f fir (fl Q 0• , U r r Y CO (D �. 0 STATE OF :r�✓' Z_ j rrr ry Cf) 02-19-2024 z REVISIONS: Q ry No. Description Date a W W W 1-- W U co H O ST=2 0 0 EXISTING EXTERIOR CMU MIN'. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. I> ° EXISTING FOUNDATION. b �v° fl 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL I WHERE NEEDED MIN. 3" EDGE DISTANCE , e ,.I STRIP OF WWF FROM F.F.E. TO - BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF316" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. I / EXISTING FOUNDATION 1 \. D a • A 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 WIA x W1.4 WWF OR FIBERMESH 0'4' A.F.F. SEE ARCH ° —. - (MAX 20" a ° DEEP) r\\ff\ff\ — — \/v\ \A\f\A Q a d 4„ A / 4" EXTENSION UNDER BRICK VENEER 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 ° a — VAPOR BARRIER 3 BEARING WALL FOOTING SECTION ' "- — 1— ")US BAR AS LAP AS SHOWN 0 DEGREE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CMU STEMWAL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) # CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 4" CONCRETE SLAB W1 6x6 W1.4 x W1.4 WWF _ —;— OR FIBER MESH #4 OR #5 REINFORCING PER MONOLITHIC FOOTING ° d SECTION ° ° d FOOTING TO EAR ON .FIRM ° UNDISTURBED SOIL + 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 w z U) ' OZ ° a a° 7 4, 74 4 a° LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL D CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x WI A WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" > , CONCRETE SLAB W/ ° — ----_ o 6x6 W1.4 x W1.4 WWF ALL OTHER EXTERIOR WALL `� ��` OR FIBER MESH \\\\\\\\ \\\ \� \\ o CLADDING -MIN 8", U.N.O. ON ARCH LO 8" CMU CHAIR �/�//j TOP OF SLAB BLOCK W/ (1} #4 OR #5 CONT.\\\�/\/f/�//off\///\/\f\ Q VAPOR BARRIER /f n . o � 12"MIN\\f\\f\\f\\f\\f\ ZPEX V U)U) 0U) Q� C0 a W VAPOR BARRIER ��\\� w o Lo FOOTING TO BEAR ON \ / 6" OPT. EXTENSION IN BRICK Z FIRM UNDISTURBED U) \\ SOIL LOCATIONS ON FND PLAN #4 OR #5 VERT REINFORCING \f f\\f\/ f'\ 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 UP TO 3 COURSES 72„ O.C. \/\\ f\\f\\ W 4 TO 5 COURSES: 48" O.C. ,f/ /\ BAR IN BRICK LEDGE W 16" UNDER 2 STORY WALL w/ Z \ (2) #5 OR (3) #4 CONTINUOUS •.p o Ztds MONOLITHIC FOOTING SECTION d true design studios ADDITIONAL #4 OR CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE n FOOTING TO BEAR ON FIRM i . fj� / #5 IN BRICK LEDGE FOLLOWING OCCUR: UNDISTURBED SOIL a OVERALL DEPTH . GROUND ADJACENT MONOLITHIC FTOGISLOPEOUR EXCEEDS 28" S DOWN AND AWAY 0J 4,1 � 9000 REGENCY SQUARE BLVD, 4 OPT BRICK LEDGE VERTICAL REINFORCEMEN LL SUITE 100, JACKSONVILLE, FL 32211 TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN FROM STRUCTURE STEEPER THAN 1 0" VERTICALLY' PER T-0" HORIZONTALLTO PREVENT EROSION OF SOIL. ZZ 904.821.5200 O. CAST -IN -PLACE FOOTING SPECS CONCRETE SLAB w/ 6x6 I- 1-STORY: 8" x 1U' W/(2) #4 OR (2)#5 CONT (2) #4 OR (2) #5 CONTINUOUS WI A x W1.4 WWF OR 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT FIBERMESH��� CL STEMWALL SECTION O \/\j\/\\f\� \\ \ . 'a . a a e \ \ r\\� P 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK //��/f\ FILLING BEHIND A STEM WALL; PARTICULARLY 0#H 09ON (D WHEN IT IS C9VER 4 \ \ ° ° Q 4 t COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS_1 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. \// '� % [L VAPOR BARRIER 2. SCREW IN .ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 16" 0 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. U_ Q 3BEARING WALL FOOTING SECTION >_ 3: z CONCRETE SLAB W/ 6x6 O W1.4 x W1.4 WWF OR J FIBERMESH O 0'-0" A.F.F. Z SEE ARCH 0' 0" A.F.F. a DETAILS U \° W (BEYOND) U-BLOCK W/ \' FLOATING CONCRETE u3 _ \\ ff\�\ ,� 8" MIN SLAB W/ 6x6 W1.4Uj xW1.4 U _ (1) #4 OR #5 4 W WWF OR FIBERMESH � „ � ¢ ¢ � CONT e ° J' � 8"W' THICKENED $" W FINISH FTG AT d a m VAPOR BARRIER u O GRADE STEP-DOWN, SEE f\ f\ \ \ LO PLAN \\/f\\ CUFZB STEP SECTION a W Z W O_ #4 OR #5 VERT REINFORCING \ /f\\ff\\ff\\//�\ff/ i\ 3: UP TO 3 COURSES: 72" O.C. \/\\\\/ 8" UNDER MASONRY WALL O 4 TO 5 COURSES: 48" O.C. ° o —p I CONCRETE SLAB W/ 6" UNDER WOOD WALL O 6x6 W1.4 x W1.4 WWF Z > Q / OR FIBERMESH VARIES a SEE ARCH W FOOTING TO BEAR ON FIRM a (MAX 16°) _I W UNDISTURBED SOIL ADDITIONAL #4 OR — a _ . II #5 IN BRICK LEDGE VERT REINFORCEMENT TO % ///\�/\�\f 0 4" OPT BRICK LEDGE \\\ \\/\/�\/\\/\\/\\/ 0 HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN a 4 �/f ,�2" MINff\/f\ff\ff\ff\� ( 1 i W �/ \ /\/\f\f\/\f\f\ �� 1.L LL CAST -IN -PLACE FOOTING SPECS VAPOR BARRIER This item has been electronically - 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT/\\ \ signed and sealed by Davor Bozic, PE t` 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT U) on the date and/or time stamp: 6" OPT. EXTENSION IN BRICK shown using a digital signature. x LOCATIONS ON FND PLAN Printed copies of this document are not considered signed and sealed ;- STEMWALL CURB SECTION p and the signature must be verified Z 12" UNDER 1 STORY WALL w/ J by a 3rd Party Certificate Authority (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 O on any electronic copy O 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK BAR IN BRICK LEDGE Z n FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 16" UNDER 2 STORY WALL w/ U W COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS (2) #5 OR (3) #4 CONTINUOUS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. W Z 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 1- Abbott Park ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS: 5 GARAGE EXT WALL CURB SECTION X 0- CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W U_ FOLLOWING OCCUR: Q LOT 031-03-04 • OVERALL DEPTH OF MONOLITHIC POwUR EXCEEDS 28" W • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <C FROM STRUCTURE STEEPER THAN V-0" VERTICALLY C PER T-O" HORIZONTALLTO PREVENT EROSION OF SOIL. n CONCRETE SLAB W1 6x6 PROJECT NO: W W1.4 x W1.4 WWF OR ~ FIBERMESH 2O23.004326 Z (1) #4 OR #5 CONT. 36" MAX VARIES PER ARCH PLANS 12" MIN a 6" OPT EXTENSION IN BRICK LOCATIONS ON FND PLAN 3 %2" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 900 BEND @ 48" O.C. '\ VAPOR BARRIER FOOTING TO BEAR ON FIRM a ' j UNDISTURBED SOIL b ATA ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ 1#4 OR (2) #5 CONT MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *'NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "'IA" FTG DETAIL FOR THE "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 V-0" VERTICALLY PER 3-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION; SEEK GUIDANCE OF E.OR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING 0'-0""A.F.F. SEEARCH 0 ° (MAX 20" DRAWN: 0) a ° 41 DEEP') EM W \\ f\\ f\\ Q CHKD: � d o C) 4" EXTENSION UNDER BRICK VENEER Q 12" UNDER 1 STORY WALL VAPOR BARRIER ��� P •. LU ••- w/ (2) #4 OR (2) #5 CONT `.` NSF•• J • U16'" UNDER 2 STORY WALL 9 0 ► * ; � � i w/ (3) #4 OR (2) #5 CONT - U) U) BEARING CURB STEP SECTION S 1 STATE OF :-W Z z ry i I I TYPICAL REINFORCING FOOTING, SEE ARS AT PLA THICKENED MIN 24" LONG #4 OR #5 f I BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS r -- -- --- HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS 02-19-2024 z REVISIONS: No. Description Date W (n W W _j Q U CMUIMETAL CONNECTOR ENGINEERING ST=2 m D Q 0 I I a 1st LEVEL STRUCTURAL 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 IS6'-8" O.C., U.N.O, • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE • SPANS, MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN El INDICATES GROUT FILLED CELL WITH NO REINFORCING N 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 W1 MINIMUM 30" LAP REQUIRED, TYP AS SHOWN F] OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED 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 @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 1 Od @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWCI 5600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS wl MSTA36 OR CS 18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT wl SP1 QR (2) SDWC1 5450 @ MAX 16" O.C. • TOP PLATE TO HDR W1 SDWC1 5600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 LINTEL SCHEDULE LINTEL LINTEL MAX CLEAR COMMENTS NO. DESCRIPTION SPAN L-1 8F-1-32 161-011 GARAGE L-2 8 U 8 51-611 L-3 8U8 31-011 L-4 8F-16 61-01, L-5 8F-16 91-2" L-6 8F-16 71-511 REAR PORCH L-7 8F-1 6 71-1111 REAR PORCH L-8 8F-16 71-811 REAR PORCH L-9 8U8 41-011 ELEV B & E ti O Z W Z co D W Z (D Z o -j LL Z 0 F- < 0 o 0 > rn CD 0 Cq 0 0 E 0 —i LL 2 C) Z CMUIMETAL CONNECTOR ENGINEERING 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 11HOMON 0 4 A If .4,*/ "ISO "M� 10 %P =j W Cn W Z w 0 Cj) < 0 W r) W I W W 00 0� r LL This item has 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 LOT 031-03-04 PROJECT NO: 2023.004326 DRAWN: EM '01112.cl 79101 %%** tt,111111111 % �jOR E30 000 STATE OF 44/ ;o"\ A- 4 OR V N 02-19-2024 REVISIONS: No. Description Date ST-3 W X Z 0 0 W 1-- Z 0� 0- LL W U) r) LU Z (D W W H 0 -0 C) L0 CO W C) U) U) 0 Z U) 0 Z n� 0 UJI W W W W F- 0 Z 0 0 1ST LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO,2 SYP @ 24" O.C. MAX, • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W1 (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 W1 (5) 1 Od COMMONS MIN. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 2x12 12" f 6-5" 191-111, 2T-9" 26-0" 16" 13'-4" 1T-3" 20'-7 22'-0" 24" 101-111, 14'-1 16- 10" 191-91, 20 1-1115 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 191-61, 25-8" 26-0" 16" 1 V-3" 17'-8" 23'-4" 26-0" 24" 91-101, 16-6" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET, 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO2 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" 0,C, STAGGERED. 3, LEDGER FRAMING NOTES • FASTEN NO,2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6.. .... ...(4) 12d COMMON 2x8._ . .. .... .............. (6) 12d COMMON 2x10 .................................(8) 12d COMMON 2x12 ................ ....... -- --- -(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWSY4" 0 @ 24" O.C. STAGGERED PT 2x8 ....... (2) ROWSY4" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWSY4" 0 @ 8" O.C. STAGGERED PT2x12 ..... (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 4-1/2" LONG #14 WOOD SCREWS PT 2x10.. .................. ............(7) W x 4-1/2" LONG #14 WOOD SCREWS PT 2x12 ................................. (9) W' x 4-1/2" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6. ANGLE & LATERAL BRACES MAY BE OMITTED PROVIDED GABLE TRUSS IS ANCHORED TO MASONRY W/ META12 OR GREATER @ MAX 24" O.C. CMUIMETAL CONNECTOR ENGINEERING AVON& tdb true design studios a) 3: 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 0#90190N ; i kg#p. 0 4 14, gk&ig. 51 VMWI -6 a) =j LU U) W Z w 0 C/) j O 149t W ,11 w W W fy < 0 TOM LL LU This item has 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 Z on any electronic copy 0 0 Abbott Park Z 01f n LOT 031-03-04 U- LLI C) 0 PROJECT NO: LU F- 2023.004326 < Z (D DRAWN: EM U) LU CHKD: 0 DO U- 0 0 LO o% U) OR Bo 2x LU 0. 9 00 C) • STATE OF 0 Z A, 0 R I V N 1:1 '0� % < ON A{ % 02-19-2024 z REVISIONS: < ry No. Description Date 0 ILL! W LU r Uj F- ST=3A Ozo s/ TRUSS TO TOP PLATE, MOISTURE BARRIER) UNO: BETWEEN MASONRY AND TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/H8ORH10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO---// W/ H2.5T OR RT7AT OR. HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24ORR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1 TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7)10d x 1 Y2" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1. (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 ORSDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 8 PARTIALLY GROUTED EXTERIORCMU W W/ M WALL VERTICAL WALL REINFORCING I 2x NO. SPF OR BETTER @ MAX 16" O.C. I I PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) BOTTOM PLT ANCHOR " THREADED RODANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR '/" WEDGE BOLT W/ MIN 4T/z' EMBED W/ WASHER @ MAX 48" O.C. a 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 NU AND WASHER, UNLESS NOTED OTHERWIS INTERIOR LOAD BEARING WALL a 4 J 0 cn z_ 5 \\//\//\/\/ EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 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) TY ROOF-TO- CONNE( 2`x 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 '%32" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS; ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS. C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 Y2' IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN FOR MISLOCATIOI INSTALL NEW MAS STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY FCORNERS I BOND BEAM REINFORCING AT CORNERS WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: 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 W/ MINIMUM (20) 10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TOTABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTSON SHEET ST-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. POURED CELL w #5 BAR CONT. FROM BEAM TO FOOTING STEP DOWN TIE -BEAM DIST. FROM DOORJAMB MIN. SCREW DIST. FROM DOORJAMB MIN SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH f4' OR 11/4" PER MANOR 3" 5" 11/y 3 f4' 3 74j 6 5'" 115/16 33/4" 3:14" 61, 2 34' 33/4' TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS'%" DIA. @ 30" O.C. STAGGERED • (2) ROWS 3jr' DIA. @ 24" O.C. STAGGERED- /F-' DOOR JAMB OR WINDOW ATTACH TO 1x- PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE o ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED %") 1x PT NAILER BUILT UP2x ATTACHED TO MASONRY, 11) PLY 1x OR�6" CSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORIWINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) ti A O O /A �AM P 0 0 CO W Z m LU w W Z 0 Z tdb i7i W 0 c _ 9000 REGENCY SQUARE BLVD. D- SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.5200 O CY 11HOMON" O J U_ Q Z` (> O J Z U W f— W J W LU U) Q W z W O U) W O W 0 Z W W O b' � J W 1— 00 A/ Q Q This item has been electronically — signed and sealed by Davor Bozic, PE _ on the date and/or time stamp shown using a digital signature. X 1 Printed copies of this document are �- 0 not considered signed and sealed �— O and the signature must be verified z _I by a 3rd Party Certificate Authority O on any electronic copy O Z 0 = W IW— Abbott Park x cL W I_ a_ LOT 031-03-04 w J Q U U) 0 PROJECT NO: W I•— 2023.0`04326 Q Z 0 DRAWN: EM W CHKD: 0 DO fl 0 OR BpW Q N 9 00 U *: :* - U) CO STATE OF 44/-. Z 441 0 R NNE Q to 02-19-2024 z REVISIONS: Q No. Description Date W U) W W _j Q U CO H O ST=5 0 0 CMUIMETAL CONNECTOR ENGINEERING BOND BEAM REINFORCEMENT w (SEE WALL SECTION) Lj w FILL SOLID TO BOND BEAM U U) LU v 0 8 F - #— DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8 F-# BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED 0 8U8 0 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 BOND BEAM REINFORCEMENT w (SEE WALL SECTION) a w FILL SOLID TO BOND BEAM U U) w w LINTEL REINFORCEMENT 0 0 8 F -1 - #-+---DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL, SEE PLAN. 8F-1-# TYPICAL PRE -CAST LINTEL OPTIONS TYPICAL ROOF DECK SHEATHING • MAX T-0" 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 X, ATTACH SOFFIT TO 2x BLOCK 2x SYP NAILER (IF REQ'D): OR UNDERSIDE OF 2x FASCIA • TO WOOD FRAME (2) 0,1311, PER MANUFACTURER x 3" NAILS @ EACH STUD, MAX 12" SPAN 1x2 SYP NAILING STRIPS TO BLOCK / NAILER MAX 24" O.C. W/ (1) 0.131" x 21/2" NAIL EACH INTERSECTION • TO CMU wl PT NAILER: (2) ROWS 3/, "'x 23/4" TAPCONS @ MAX 24" O.C. SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: CHANNEL REQUIREMENTS 1) SOFFIT MANUFACTURER ALLOWABLE PER MANUFACTURER PRESSURE. 2) +/-57.4 psf. SOFFIT Al 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 2x SYP NAILER (IF REQ'D): ATTACH SOFFIT TO 2x BLOCK • TO WOOD FRAME: (2) 0.131" x 3" NAILS OR UNDERSIDE OF 2x FASCIA @ EACH STUD, MAX 24" O.C. PER MANUFACTURER • TO CMU w/ PT NAILER: (2) ROWS3/8" x 23/4" TAPCONS @ MAX 24" O.C. MAX 16" SPAN CHANNEL REQUIREMENTS PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: 1) SOFFIT MANUFACTURER ALLOWABLE PRESSURE, 2) +/-340 psf. SOFFIT W/ SINGLE SPAN SF SOFFIT DETAILS Soffit detail is intended to convey connections between members in the supporting structural frame, not the soffit connections to those members retain responsibility for and evaluating engineer etar es o Product manufacturer g g p y in structural frame individual soffit products and their connectionto supporting uct PROVIDE FLASHING AT WALL INTERSECTION 2x8 SYP PT LEDGER TO BLOCKING W/ (2) ROWS 10d @ 8" O.C. STAGGER 2x8 SYP PT RAFTERS @ 12" O.C. W/ (3) 10d TOE -NAILS TO LEDGER AND (2) 10d TOE -NAILS 1 BEAM 2xl2 SYP PT BEAM W/ (3) 10d TOE -NAILS TO EACH BRACKET PREMANUFACTURED 4x4 STRUCTURAL BRACKET BY BUILDER 8'-1" ABOVE F.F.E. TOP OF GARAGE DOOR Y 6-1" ABOVE F.F.E. 4'-9" ABOVE F.F. E 2'-9" ABOVE OIL F.F.E. 0'-9" ABOVE F.F.E. Y TOP OF Ilk CURB F.F.E. 2x6 NO.2 SYP CONT. NAILER FASTEN CONTINUOUS NAILERS • TO MIN 3" DEEP SOLID FRAMING WITH (2) %` x 4 "/z" LAGS OR WOOD SCREWS @ MAX 16" • SOLID FILLED MASONRY W/(2) ROWS %" x 3" TITEN OR TAPCON @ 12" O.C. STAGGERED .f� MOISTURE BARRIER BY OTHERS C UPLIFT CONNECTION PE TYPICAL WALL SECTION TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2; SHEET ST-1 (PORCH CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) (2) 2x8 SYP BLOCKING W/ (3) 10d TOE -NAILS EACH END. BRACKET TO SUPPORTING MEMBER W/ 44" O GALVANIZED THRU BOLT W/ NUT AND2" SQUARE A," THICK WASHER AT EACH END. COUNTERSINK AS NEEDED �.T�TRELLIS DETAIL AT GARAGE (�OF OPENING 2x6x12 CENTEI �8" DIA. ANCHO 2x4 PT TOP 2x6 PT BUCK EACH SIDE OF OPENING - PROVIDE (5) 4a" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5%" EMBEDMENT AT EACH DOOR BRACKET; EACH SIDE OF DOOR, PROVIDE 1 '/i' x 4is" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL TOP CHORD/RAFTER TO NAILER W/ MIN (4) 8D COMMON TOE -NAILS PRE -MANUFACTURED ROOF TRUSS OR 2x4 NO.2 SYP AT 24" O.C. FASTENED TOGETHER WITH (6) 8D COMMON. MOISTURE BARRIE BY OTHERS ROOF DECK ROOFTRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN OPTIONAL STUD COLUMN SCAB FOR TRUSS STRAP • MINIMUM S-0" SCAB w/ (2) ROWS OF 10d @ 6" O.C., MINIMUM (12) 10d • SECOND SCAB MAY BE ADDED AS NEEDED TO OPPOSITE SIDE ROOF DECK' ROOF TRUSS / OR RAFTER TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2- SHEET ST-1 (PORCH CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED ATALL COVERED PORCHES UNLESS NOTED OTHERWISE) TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W1 (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE, SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.G. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) ROOF DECK — UPLIFT CONNECTION PER TYPICAL WALL SECTION PORCH BEAM PORCH BEAM TO POST: (1) MSTA24 POST TO SLAB: ABU POST BASE ANCHOR OR DTT2Z (UNLESS NOTED OTHERWISE) FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 PROVIDE PANEL — EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN aL BRACE PER (10) TRUSSES APPLIED TO > E TIDE OF WEBS. DIAGONAL BRACE APPLIED AT N ►> J ,TE 45' ANGLE TO NO LESS THAN (3) TRUSSES. Nl CONTINUOUS LATERAL RESTRAINT AL ARL (CLR). QUANTITY AND LOCATION QAV DEFINED BY TRUSS SHOP DRAWING. EX co W l CO APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE SIDE OF WEBS MADE OF MORE THAN ONE PIECE, W DO SO WITH OVERLAPPING BRACES LIKE THIS (TYP Z EVER HERE) A^PE w td true design studios a) TRUSSES NEEDING BRACING 00 9000 REGENCY SQUARE BLVD. a ► L SUITE 100, JACKSONVILLE, FL 32211 LATERAL BRACING - MULTIPLE TRUSSES Z 904.821.5200 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 Q Ur CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.���� 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS d NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0- 4. ALL FASTENERS SHOWN AREA 31" x 3" LONG (UNO). � (D 5, DESIGNED PER BCSI-63, MOST CURRENT EDITION. U RHOMON a a _" MAX 16]" MAX _T6" MAX T6' MAX _T6" MAX _T6" MAX. MAX 4'-0" 2x4 NO.2 CONT. NAILER O. SYP SHEATH ASSEMBLY FULLY PER FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOF' STRUCTURAL PANEL SPECIFICATIONS, FROM DIAGONAL BRACE TO CMU ST-1, FOR ROOF SHEATHING. FASTEN EACH TRUSS/JOIST TO NAILER MOISTURE BARRIER BETWEEN MASONRY W/ MIN (4} 8D COMMON TOE NAILS. AND NON -PT LUMBER BY OTHERS SHED ROOF DETAIL B3)GAB�LE��SP��AC��ING= BRACING DETAIL (W/ HGAM101) MAX4" O.C.2021 V1.0 2) OUTLOOKERS, LOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.G. W/ MIN (7) 10d x 1 '/2" (NOTE: I 20 IS IMPROPERLY F MET A INSTALLED, ATTACH TO B INSTA TRUSS ND S A S O BEAM W/ HGAM10) Qa�� L, Q° S e� \ a 0 m.�ON 0 \ CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE LL T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. WEB MEMBERJ SPECIFIED I ALTERNATE BRACING ITORL SCAB SIZE CLR 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4" 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 j 2 ROWS 2x6 (2)2x6' Q ZCD � >� O O9 L-BRACE FASTENED TO = WEB W/ 10d AT 6" O.C. W SINGLE TRUSS BRACING W H 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL W RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN W IGJ SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. Q Uj WEB W/ 10d AT 6" O.C. IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Q Q Uj SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. REQUIRED, APPLY (1) BRACE 3 TO EACH FACE OF WEB. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE.,. SPECIES, AND GRADE AS WEB TO BE BRACED. m z Uj WEB BRACING DETAIL >W 0 Q O VERTICAL BARS TO EXTEND TO W TOP OF WALL AS SHOWN. MIN 6" Q BEND INTO BOND BEAM Z W TOP OF WALL CO Uj W U 0 W LL 5 Q This item has been electronically signed and sealed by Davor Bozic, PE ti U) on the date and/or time stamp r' — shown using a digital signature. _x y Printed copies of this document are 0 not considered signed and sealed r Q and the signature must be verified Z J by a 3rd Party Certificate Authority - --i---------------- ----- O on any electronic copy O Z 0 I 2 W IN Abbott Park Of X fZ PRECAST LINTEL SEE W LL SEE PLA PLAN CL Q LOT 031-03-04 _ W i J j EXTEND REINFORCING TO END V OF PIER W/ 6" BEND TO LAP W f WALL REINFORCING AS SHOWN. W PROJECT NO: a MIN (2) SOLID FILLED & 2023.004326 Z REINFORCED CELLS W/ NO.5 j VERT. BAR ADJACENT TO DRAWN: GARAGE DOOR OPENINGS_ EM W NO.5 VERT, BAR IN FILLED cHi<D: DO ILL ffill CELL AT EACH END OF PIER 0 o NO. 5 DOWEL TO MATCH EACH O SOLID FILLED &REINFORCED CELL EXTENDING FROM FOOTING *��� �QR 80rrir�� TO LAP WALL REINFORCING ����' .•••yC �i� W n W/ MIN 30" LAP UNLESS NOTED �.` •• J OTHERWISE ON DOWEL & LINTEL ••' U j PLACEMENT PLAN. MIN 6" BEND '• 0 9 00 AT BOTTOM. •: * = U CO 1 0 CONCRETE FOUNDATION•• STATE OF 4U� Z WORK PER PLAN T'�•••; � ••`7 `, TOP OF FINISH ,i�sS' . O R ,•,�� Q FLOOR SLAB tr"rtQ NA����� Q I i I co /------- 02-19-2024 U --------------------- Z I I REVISIONS; <C I I I Fr I I I No. Description Date W ------------- W n /\ W W .J GARAGE SHEAR PIER C) U) STf— O -6 Q CMUIMETAL CONNECTOR ENGINEERING ._..