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HomeMy WebLinkAbout38394 Tea Rose AveDRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME AOOO ARCHITECTURAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS - B A400 WALL SECTIONS A500 DETAILS A501 DETAILS a STRUCTURAL SHEET NO. SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN ST-5 ITYPICAL WALL SECTIONS ST-6 ISECTIONS AND DETAILS DR HORTON A4C6 CLIFTON ELEVATION B Abbott Park, ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN LOT 023-03-04 I BUILDING CODE SUMMARY 'Pq gqt�(\,NMA Go vgG 6011" ?NVPLCOIDS, i sqT9,kC U I OV0110OSS THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2023 FL BUILDING CODE - FUEL GAS: 2023 FL BUILDING CODE - PLUMBING: 2023 NATIONAL ELECTRIC CODE: 2020 FL BUILDING CODE - MECHANICAL: 2023 FL FIRE PREVENTION CODE: 2023 FL BUILDING CODE - ENERGY CONSERVATION: 2023 OCCUPANCY CLASSIFICATION.- RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 666, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS VOLUME IFI j 5 . � L ,1�N nR Grand total 16945 CF 13P �3'1�1 CD CD (14 00 0-) C\I N co _j U_ LU 0 co ca CD W W U) z W (D W W 0 0 C) M b z C/) co W z W W z C. W 0 (z 0 _j U_ z 0 F_ 0 n 0� 0 0 _j LL 0 z (D 0 _j 0 z r W F__ x W x W z 3: 0 W z 0 U) Q 0 _j 0 z C) W I- X W n T 411 td' s true design studio-, 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 0sft#H0ff0N' q'� 4 tif '4 41h 4 .4 & rice,411, z 0 FM co W LL z W0� �j 0 0 W Lij < n LLJ W W ry LL This been electronically signed lan aled by Jeffery P z Arneson,. PE on the date and/or time 0 stamp shown using a digital signature. Printed copies of this document are 0 not considered signed and sealed and W the signature must be verified by a I-_ 3rd Party Certificate Authority on any z electronic copy R a_ U_ W Abbott Park c. LOT 023-03-04 z 0 PROJECT NO: CO LU 2023.004342 0 LL DRAWN: 0 EM 80- C:) CHKD: DO W _j < E IV S 0 58544 z z 3: OF 4� N z 02-15-2024 W REVISIONS: to W r No. Description Date 0 z 0 r') 0000 ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE Q, METER Footer Re -Bar (sized according to foundation plan) d d e, #4 aw9 b CU .are w/ 10 stubbed outside of slab at service d o location. Connect to footer steel LO w/ (2) ground clamps 5' apart d d d UFER GROUND DETAIL N.T.S. 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. - A/C DISCONNECT MAIN #12 COPPER OR #1 p ALUMINUM / COPPER - DISC. CLAD ALUMINUM TO APPLIANCES AND GFI 0M 200AAMP TYPICAL #14 COPPER OR #12 ALUMINUM / COPPER- 20 ELECTRICAL CLAD ALUMINUM TO LIGHTS AND OUTLETS PANEL #10 COPPER OR #8 ALUMINUM / COPPER - CLAD ALUMINUM TO WATER HEATER UNDGND #8 COPPER OR #6 AL MINUM / COPPER- SERV.BY CLAD ALUMI N TO ANGE UM POWER CO. #6 COPPER OR #6ALUMINUM / 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 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 1 RESIDENTIAL CODE R3.1 TO BE INSTALLED 5 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 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 406.9(C) RECEPTACLES SHOULD NOT BE INSTALLED WITHIN A ZONE MEASURED 3FT HORIZONTALLY AND 8FT VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER STALL THRESHOLD. • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT •SMOKE R .3 AND R315.1 .PER NECNEG SECTION 314 A 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 AB V ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP' FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER 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.) 1300 = 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% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN T-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION:( OREQ UAL ACC EPTABLE) (a) OFF RIDGE VENTS - STAMPGO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS 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 CON SULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • ROOF COVERING SEE COMMUNITY THE SPECIFICATIONS OR CONSULT CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS • FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH RESIDENTIAL CODE R703.4 • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER RESIDENTIAL CODE R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE - - N M ATTACHED WITH 11/2 INCH LO G (3$ M ), 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 SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3) • WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 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 R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITIONO C F ODES ADAPTED BY THE LO CAL 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 H ET METAL 1 INCH TR E CONSTRUCTED OF MIN. 26 GA. S 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 o N 0 L0 APEX -C � t3 X d (1 O CY) C11 (y) _J 1tds Ld -6 Jtrue design studios a) Z O 9000 REGENCY SQUARE BLVD. () SUITE 100, JACKSONVILLE, FL 32211 Q 0 o . o cn 0#1110MNI-- crs A #,\$ i "TO J a m W fY .� C� (n � Z W W C: 0 0 rn ti L0 O VJ O Z W U) liffiffiffif W I..L W _Z LL z rW U) V J J m - W W W 3 >��I Q IJ W W W o W 0 W W O i LL X Z This i been electronically led b Jeffery P Z signed and3�a dY rY Arneson, PE on the date and/or time Q stamp shown using a digital signature. Q Printed copies of this document are W not considered signed and sealed and 0 the signature must be verified by a z �. 3rd Party Certificate Authority on any electronic copy UO Abbott Park O U LOT 023-03-04 0 Q W I- U Q Z_ Z } PROJECT NO: W W 1 2023.004342 (O u- Z DRAWN: Q v EM o W CHKD: LO DO W X - W W � J Q Q yttltlilif�,f -s P A Cp °rr,� W cEN U) m `'. $' Z 0 5$544 W i 141 O C)14/ � <i! ' Z ® 1 Ays } (n Q p_ 02- 5-2024 p F- W ~ REVISIONS: LL U C� 0 J Z 04 O ti 60 f v� N I V) w Lu xn o o b, N VERIFY AC COND o LOCATION W/ SURVEY Fr,,-n 9'-0" 26'-0" 11 E-4"" 8 1/2"___ 6-3 1/2" 12'-8"" 1'-4" T-8" 12'-2" 1 V-2" 8'-4" 24'-4", i I I " I E j I I I VERIFY AC COND F I I LOCATION I( )I I W/ SURVEY L _ 2� HB 3052 SH 305'2 SH 2-3052 SH EGRESS (WRAP) 8'- 0" H.H. 8' 0" H.H. 8'- 0" H.H. 180 E E p 123 I I CVco j LO I I BEDROOM 2 L = 0 9'-4" CLG o ea c N coSTUDY o 101 BATH 2 I ( _ 19 9'-4" CLG 9'-4" CLG 7'-8 1/2" 3'-10" DINING ROOM 9'-4" CLG CD GREAT ROOM 9'-4" CLG 0 � co 21068 ` `OUTDOOR LIVING 9'-�' CLG I I 9 -4 CLG CL _ 00 00w 2-2i 68 f I w a � LO � ------- 15&1R __ _ Cl), (°3 ` � o —105 ----- 105 8'-4," 00 26-0", Nr "' T' I I 1" 0" 9'-8" S-2" T-6" 4'-4" cu 6'-0't I 2'4' i I FOYER\\% � ENTRY I (WRAP) 9'-4" CLG r 9'-4" CLG o I ( I 10'-0" T-5" 6'-5" 2'-10" T-0" 8" 17'-4" � 3'-4" 2,-8" I - E " 00 lie � 5— 180 101 1 88 _ E46 147 LAUNDRY _ — — — — — —— 101 00©o0 ' \` ------13Q 142 KITCHEN r i I o I I 2'-9" 2"_8"" 2"", - -- o ca 3 9" o , f --------_------_-- 1S&1R _. -- ,WIC Q 9-4 cLG 181 9 -4 CLG o 9 -4 CLGmm o"' ry aoUVERv7 296 21068 105 144 PANTRYI xI m f n-I—^9'-4" CLG I= I_ ME I NI21068 `�'140 <- -r ----- `— iv 3 SHS ( — j — ti N I o LaJ 3 SHS — I-:_----:1S&1R 30 - 9'-4" �]8 1 ► I L--_J GARAGE 9'-4" CLG I o f � I I � I l I 2068 6'-0" $'-0" 3'-10" 3'-6E" 8'-2". 7-6", 2'-41' 20E_8" or BEDROOM 9'-4" CLG 1 N N 00 /> i° `t BATH 1 9'-4" CLG - e-I WIC ° Vl 9'-4" CLG l� E c 21068 20 125 164 o 101 d 120 0 127 ----I = j16o i--:.. - -- - - - - -- r'- `-4" CL 1S&1R 3010 FX 2E_0„ 8'- 0" H.H. HB (WRAP) 27'-0":" 33'-0" 17'-10" 6"-4" 5,_4", T-6' 23'-0° V-4" 1 E-4'E 2'4' 60'-0" 6_0," 65'-0" 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 50 ao bo " d Cl) 0 FLOOR PLAN KEY NOTES (SEE SHEET AD00 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE:COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER- SIZE AS NOTED 123 - TUB R.O. 5'-0 W 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER -OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER L] J W Q C' f1) z W 0 W ry O rn ti Cz3 to W _z co m W W z_ (2 z W Q 0 LL z 0 0 a_ 0 U 0 LL z O 0 W X W CL X m 3: a Q z co Q U Ii �t U) 0 0 O z _ U W I- X. W CL 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Al 04RHOMON g3 0" W 0 d _I W W W W X U This been electronically signelaaled by Jeffery P r z Arneson, PE on the date and/or time 0 stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and W the signature must be verified by a 3rd Party Certificate Authority on any z electronic copy CL LL Abbott Park tQ� U LOT 023-03-04 U) 0 z ( PROJECT NO: E5 2023.004342 0 LL DRAWN: EM O CHKD: Ltd DO co W --.J CsE+N S ',.''. U z_ 58544. ;mow S EIF °t L� (D Q 02-15-2024 W REVISIONS. co 2 No. Description Date W J U H O z Al 10 0 12 5 LEFT ELEVATION - B 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION Area HIGH LOW VENT # VENT RATIO PROP HIGH LINEAL FT PROP LOW 2465 SF 592 in 1 592 in 4 144 576 140 11286.6 ti (TYPat G A B l.. l;_ I._ N ROOF PLAN - ELEV B 1/8" = V-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG (TOB) 9-4" - 1st LEVEL FFE 19 RIGHT ELEVATION - B 1/8" = V-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG (TOP)_ _ 91 _---------- 1st LEVEL FFE 12 5 [-may.--''^''' REAR ELEVATION - B 1/8" = V-0" WHEN PRINTED ON 22"x34" B- BUILDING HEIGHT AFF -- —---------------------------------__--- T - 11 7/8" -- --------- Z E_NT_RY-HEEL---------------- --- 1st LEVEL BRG (TOB) 1st LEVEL FFE— -_ FRONT ELEVATION - B 1/4" = V-0" WHEN PRINTED ON 22"04" ----- ------- 1st LEVEL BRG (TOB 9' - -4" --------- 1st LEVEL FFE -- o0„ 3068 w/ 3010 TRANSOM ABV _1st- LEVEL BRG JOB) --9' _ 4" 1st LEVEL FFE ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER V HOUSE W OVER EXTERIOR BACK WIRE LATH, OVER SE AP O R DRAWINGS. LATH T SHEATHING PER STRUCTURALRA A O BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH RESIDENTIAL CODE R703.7 SEE GENERAL NOTES AQ00 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 22 4 - 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" PROD U.N.O. 262 - 1"x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. rL OF LIGHT TO BE 6'-0" A.F.F. U.N.O. HEIGHT (ABV GRAD£) -BUILDING HEIGHT .AFF 18'-77/8" 17'-1117/8' FYPON BKT11x20 -1st LEVEL BRG (TOB ------ ------ 4" 18"x62" 1st LEVEL FFE --- o'= C3 CD O CD U? APEA r- c N C* 4 CD N cM LL wtdb w J N _j true design studios O 9000 REGENCY SQUARE BLVD. SUITE00, 1 JACKSONVILLE FL 32211 Q o , o Lij d of r a11 0 A; e DRARION' co4 L+ _j W Q U z W CD W 0 O 0 w z W W- L W z W z W — O to IJ m — w w � Q z z Q W z W W o J w LLJ LW ry 0 I LL LL z This i -been electronically O signed an aled by Jeffery P z Arneson, PE on the date and/or time stamp shown using a digital signature. Q Q Printed copies of this document are not considered signed and sealed and W 0 the signature must be verified by a I-_ 0- 3rd Party Certificate Authority on any z electronic copy 0 a Q t Abbott Park Q O U U_ LOT 023-03-04 d W U Q z z c? (D PROJECT NO: U) w j 2023.004342 0 O ILL DRAWN: O U EM o UJ CHKD: tdi DO Cn W W a- _I Q Q �t�t�rttrr U `v t `o U) 58544 O Z `` P;,•"�` to Z� W Q p 02-15-2024 lr 0 ►-= W _j REVISIONS: No, Description Date aC Q >- U C cn O Oz z 0 U W W A200 Q INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD �OOF PLAN) TRUSSES (RE: STRUCTURAL) 2x4 BLOCKING at 24" OC (AS NEEDED) METAL DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: APPLY SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 1193 FIBER CEMENT OR VINYL LAP SIDING (RE: BUILDER SPECS) INSTALLED PER RESIDENTIAL CODE AND MFR INSTALLATION INSTRUCTIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) G VARIES (RE: 12 ELEVATION) F 1st LEVEL TOB VARIES (RE: ELEV) INSULATION PER CODE �o J/2" MINIMUM SAG RESISTANT CEILING GYP BRD PER RESIDENTIAL CODE TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH 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 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 lk_�_90F PLAN) TRUSSES (RE: STRUCTURAL) fx4 BLOCKING• (AS NEEDED) METAL DRIP OVER j VARIES (RE: 12 ELEVATION) F 1x2 DRIP EDGE OTER Xtl' 2x6 FASCIA W/ ALUMINUM WRAP m.VENTED SOFFIT INSTALLED .`..® vvvvvvv s 11 jo him PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS %" THICK STUCCO FINISH TEXTURED PER COMMUNITY SPECIFICATIONS 1 st LEVEL TOB rIkVARIES (RE; ELEV) INSULATION PER CODE f2" MINIMUM SAG RESISTANT CEILING GYP BRD PER RESIDENTIAL CODE TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL TOP & BOT OF BLOCK WALL STUCCO PARGE COAT MAIN FIN FLR 0'-0" ZA MAIN FIN FLR 0'4" z rr=-7 GRADE (SLP AWAY FROM 4 STRUCTURE)(TYP ALL SIDES) a < INSTALL VAPOR BARRIER TALL VAPOR BARRIER INACCORDANCE WITH CCORDANCE WITH —ASTM E 1643-98 a a M E 1643-98 FOUNDATION/FOOTING VARIES NDATION/FOOTING VARIES (RE: STRUCTURAL) STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1" = 1'-0" TYP ONE-STORY WALL SECTION SCALE: 1" = 1'-0n C) O r APEX 0 Ca CY i N CV CY) J _C IL W t S Jtrue design studio 7 z O Y 9000 REGENCY SQUARE BLVD. () SUITE 100, JACKSONVILLE, FL 32211 Q o O Cn s co W OHuMON 0 0 � P j !"d, 120 wl Q C� U Z W (7 W O C) <O zrl- in ~ 0 V J z W L 1� _w Z ii W O w w ~ G W z 0 < LzLI LLJ W 0 0 w V W W x IL LL z This i<a[ed been electronically 0 signeby Jeffery P z F_ Arneson, PE on the date and/or time 0 Q stamp shown using a digital signature. Q Printed copies of this document are Dr- not considered signed and sealed and W 0 the signature must be verified by a �- a- 3rd Party Certificate Authority on any z It electronic copy O a Q � Abbott Park O 0 U_ LOT 023-03-04 0 Q W U Q z_ z CD PROJECT NO: U) w j 2023.004342 0 0 U_ DRAWN: EM 0 r * IY' C W CHKD: LO x DO Cn W <C Q ,p o w z - = 8'4/ 0 w w Z xU � 04 z_ ✓f lids# U) Q 0 02-15-2024 p I-- W ~ REVISIONS: Q No. Description Date w (n J Q >- U O U) O H z Z = 0 0 o w I-- x w A400 n Q Z � N T1I. CO ROOF CEMENT "L" FLASHING VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE' METHOD. 1 EXTEND (1) FULL END SHINGLE MIN 12' PAST CENTER LINE OF VALLEY'. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION. 2. DO NOT NAIL 6"" MIN FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVE CODE APPROVED UNDERL.AYMENT OVER ROOF SHTHG OVER PRE-ENG TRUSSES (RE: STRUCT) �— - 24" WIDE METAL VALLEY FLASHING OVER CODE APPROVED UNDERLAYMENT VALLEY FLASHING WALL SHEATHING FIBER CEMENT SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7" MIN 5 X 5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT INGLE ROOFING SCALE: N.T.S. SCALE: N.T.S. 1. FOLD INWARD at PT. A 2. CREASE at PT. B PT. A U 2. FCREDASE APR. T. B PT. A 3. CREASE at PT. C FOLD - FOLD at 45° © FOLD at 77' 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 WATER TIGHT SEAL, FOLD, DO NOT CUT STUCCO/CV FINISH ASSEMBLY LAP BARRIERS OVER NAILING FLANGE VINYL DRIP/WEEP SCREED 5x5 METAL FLASHING KICK -OUT FLASHING (SEE DETAIL) 5 001 EXTEND KICK -OUT 2" BEYOND FASCIA WATER TIGHT (BEND OR SOL FASCIA NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF &WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WA 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPEC: BLDG PAPER UNDER'QUICK FLASH" VENT PENETRATION SCALE.- N.T,S. SUB BAND DETAIL CUT OPENING IN APPROVED HOUSEW 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 O OVER APPROVED CUT SUCH THAT NO -� r HOUSEWRAP MEMBRANE ENTERS BOX, APPLY TO FACE WRBLAYER #2, EDGE FORTIFIBER BLDG APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 STEP #5 ELECTRICAL RECEPTACLE 1/2"X? NOTCH =D IN PEEL & VRAP\1 FROM 1" FR,J\M 1 NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) D GE 1'" OFF WALL lf (NOT INTO CEMENT FINISH) 3-COAT PLASTER 2x6 SU B-BAND W/1 "x4" NOTCH @ END, WRAPPED IN PEEL & STICK ELEVATION METAL FASCIA WRAP V OFF f 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"-6" O.C. MAX METAL FASCIA WRAP, � I 2x SUB -BAND W/1 �"x4" NOTCH @ END ` METAL WRAP FASCIA 2x6 SUB BAND DRIP EDGE EXTERIOR WALL flPLAN B (FRAME OR CMU) WALL PAPER STEP #4 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 f f WALL OFF SET OF COMPONENTS / METAL FLASHING, WRAPPED MIN ABOVE BOTTOM OF DRIP EDGE 2x SUB-BANDW1112"X? NOTCH @ END, WRAPPED IN PEEL & STICK *ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL 0-) WALL CLARITY + + + + + + +++++ + + + + + + WALL KICK -OUT FLASHING' + + + + + FELT PAPER + + J DRIP EDGE +++ + + +f j� (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS r' METAL FLASHING, WRAPPED MIN ¢" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTCH @ END, 7/$" TEXTURED FINISH @ WOOD WRAPPED IN PEEL & STICK METAL LATH "ROOF CEMENT @ ROOF WOOD SHEATHING EDGE OMITTED FOR CLARITY WRB LAYER#1, sTuccO WRAP SUB BAND DETAIL (� WALL W/ KICK -OUT WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT CALE: N.T.S. �3 o0 o 0 cal f P E# Xff CAI 004-1 o rn T cV N c~7 J LLtds W S2 _j _j true: design studios a) Z O 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Q O O W F— �`Dint, A (D U) L \a 11To, co W Q 1' 0 Z W W elf O Q ti 0 U) 0 0 — W W U) ^ Wj 4VJ V /) m W W W > [ Q W W LU 0 o W W W ti j LL r Z This i<naled been electronically 0 signed by Jeffery P Z Arneson, PE on the date and/or time 0 Q stamp shown using a digital signature; Q < Printed copies of this document are not considered signed and sealed and W 0 the signature must be verified by a I 3rd Party Certificate Authority on any electronic copy 0-1 0 0- 0 ILL Abbott Park Oo U ILL LOT 023-03-04 Q U Q Z Z 0 PROJECT NO: W Q 2023.004342 0 LI- Z DRAWN: 0 0 EM a W CHKD: Ltd ~ DO to d J GEN Q Q ��ttttre►rtr U ' • ,,� to 01 58544 _z W z •� ,. 441 a W ,• Z z «•`e rr€�xl� U) Q ry �0 0 15-2024 F— W 0 REVISIONS: LIL No. Description Date Q W (n J Q ?- 0 Q 0 0 Z Z 2 W 0 I— X w A500 0 0 C) C3 T CD Cy.._. L0 -a T.. P E X CV o 1 a CD CCU U CV M J LL Wt S _. _1 .I true design studios.T,; ,r •. ; z O U) 9000 REGENCY SQUARE BLVD. (� SUITE 100, JACKSONVILLE, FL 32211 Q 0 o o Imo- U) 11HOMON' ELECTRIC METER „ ELECTRIC METER 1 FIELD VERIFY LOCATIONV"Tg� .'° FIELD VERIFY J ,� as r a 3� a �. ram. PRE -FORMED CONTROL / \ LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) W 00 _ 5/8 CEMENT PLASTER LAYER JOINT W/ STRIP LATH OF PAINT PRIOR TO INSTALLING ELECTRIC 12" WIDE SELF-ADHESIVE METER FLASHING CENTERED UNDER ' —x-+�a •� CONTROL JOINT (CLEAN CAVITYTOBE FILLED C MASONRY BEFORE APPLYING) I WITH RIGID POLYMERIC (n N ISOCYANOTE-POLYBLEN } FOAM ("GREAT STUFF" OR 0 SIMILAR) W f APPLY A SILICON BASE W STUCCO FINISH SEALANT AT POINT THAT '. LY ELEC WIRE PENETRATES c ' 5/8" CEMENT PLASTER 6' SELF ADHESIVE C) Ilin OVER TOP & SIDES W • 12" WIDE SELF-ADHESIVE �. L � t � FLASHING CENTERED UNDER CONTROL JOINT (CLEAN \ SELF FLASHING • ,. MASONRY BEFORE APPLYING) % � UNIT ti PROVIDE STUCCO co � PRE -FORMED CONTROL , ER SCRATCH COAT LARD � W THAN THE ELECTRIC FM JOINT W/ STRIP LATH v � PREMANUF. METER CAN OR METER (!� DRYER VENT CAP CAN COMBO OR METER U) — f (SET IN CONT. AREA TO RECEIVE CAN AND DISCONNECT W 8" CMU,. z W SEALANT) STUCCO SCRATCH COAT 1•. SEALANT at n 1 COAT OF PAINT W/ V r TOP & SIDES BACK -ROLL PRIOR TOmmi �✓ y •/ ELECTRIC METER m INSTALLATION W ' c W < rd ' Z >\ ELECTRICAL CONDUIT PENETRATION W W 0 0 CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL CMU DRYER VENT (BLOCK) W W SCALE- N.T.S. SCALE: N.T.S. SCALE- N.T.S. SCALE: N.T.S. o W W 2 ti X WOOD CONST BEYOND z This t4naled been electronically r FIBER CEMENT OR VINYL LAP SIDING O signed by Jeffery P Z (RE: BUILDER SPECS) INSTALLED PER I— Arneson, PE on the dateand/or time (� WOOD SHEATHING stamp shown using a digital signature. WEATHER RESISTIVE RESIDENTIAL CODE AND MFR Q Printed copies of this document are 6" SELF -ADHERING' FINISH COATING OVER PRIMED INSTALLATION INSTRUCTIONS not considered signed and sealed and W r ., FLASHING BARRIER #1 O the signature must be verified by a i- h _ THREE COAT STUCCO FINISH EXTEND HOUSEWRAP z WEATHER RESISTIVE WEATHER RESISTIVE NOM OVER GALV MTL LATH r- e d electronic opt£icateAuthorityon any Mtn WD SHEATHING OVER 15# FELT OVER APPROVED OVER NAILING FLANGE W' electronic co BARRIER #1 BARRIER #2 = a VINYL ANGLED cL \ (RE: STRUCT) CASING BEAD WEATHER RESISTIVE HOUSEWRAP WD SHEATHING (} x. (RE: STRUCT) r Q hl. (AM66-ANGLED-125Q) BARRIER #2 \ 5/16" X 7 1/4" LAP FASTEN TO WD STRUCTURAL SIDING W/ 6 REVEAL - a Abbott Park J MEMBER at 7 O.C. MAX MTL DRIP FLASHING WJ - elf HEMMED EDGE SET IN CONT Q STARTER STRIP 7g" TO"MID-WALL - BEAD OF SEALANT 2 1(2' A / WEEP SCREED _ --� „ CORNER BEAD / DO NOT CAULK OR TRIM (RE: ELEVATION) W LOT 023-03-04 0 8 CMU (FASTENER & 6" SELF -ADHERING d SEAL OPENING N z_ W SPACING at 7"O,C.) FLASHING ¢ , EXTEND 12" SELF -ADHERING Q z o MEMBRANE FLASHING OVER m a GALV'D METAL `•—' a GALV'D METAL "'Z' a WINDOW FLANGE SET IN CONT z Z U) i W "Z" FLASHING' FLASHING 6" WIDE STRIP SELF ADHESIVE BEAD OF SEALANT (� LU ` ; . -'; FLASHING, CLEAN MASONRY G W ram° uj _ DO NOT CAULK OR 1 1/4" X 6" SIMULATED 4. BEFORE APPLYING VINYL FLANGE CASING BEAD C} PROJECT No: � ` > SEAL OPENING WOOD' TRIM MEMBER INSTALLED PER MFR O / , r 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) J 2023.004342 N_ LL CMU 1 1/4" X 6" SIMULATED STUCCO TEXTURED PER COMMUNITY 1/2" (MIN) STUCCO FINISH Z DRAWN O VINYL CASING CASING BEAD SPECIFICATIONS WOOD TRIM MEMBER TEXTURED PER COMMUNITY 2 EN[ o SPECIFICATIONS UCD BEAD (AM66-1250) 112" (MIN) STUCCO FINISH ;• W cHKo: TEXTURED PER COMMUNITY SEAL GAP W/ CAULKING ~ DO U) 1/2" (MIN) TEXTURED SPECIFICATIONS OR APPROVED SEALANT (�'�� X FINISH at MASONRY STUCCO SIDING STUCCO CASING BEAD W W Q X ,�ygA1l1!####®ft RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) Q P A� SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S.._ �, SCALE: N.T.S. m `` 58544 w a4 �' it'jl'� W.. Z> ' S T F41 p W $ + } ",.am �r� (C! n) .i s •+►� V SELF ADHESIVE -OR- FLUID U A W/ z CMU WALL W/ CM WALL tg 1/2" MIN STUCCO APPLIED PAN FLASHING (CLEAN Z (MIN) STUCCO FINISH CMU LINTEL :. ' .': 1/2" (MIN) STUCCO FINISH W �[ FINISH TEXTURED $ MASONRY BEFORE APPLYING) - RE: STRUCTURAL R :STRUCTURAL) (RE: STRUCTURAL) . • '• � EXTEND UP AT JAMBS 4" MIN ," ( ) " GYP D OVER ( E 2-'I - 024 � PER COMMUNITY .. � ... .: ,, � . , ,. � .': ( ? 1Z GYP BRD OVER 1z G BR O O 5 -O � SPECIFICATIONS 1 GYP BRD OVER i ti GYP BRD OVER ., • , .• ; . � PRE SHAPED STUCCO BAND 2 PRE -SHAPED STUCCO BAND. :: ': ; : .': 1x2 TREATED � 1x2 TREATED � W 1x2 TREATED W/ SLIP TOP INSTALLED PER 1x2 TREATED I WJ INSTALLED PER MFR FURRING STRIPS FURRING STRIPS — CONTINUOUS BEAD • N PE RE: FURRING STRIPS WRITTEN SPECS RE. ELEV .. - . .. CONTINUOUS BEAD ... FURRING STRIPS MFR WRITTEN SPECS (( ) , . ... at CMU WALL TYP at CMU WALL (TYP) _ REVISIONS. W a CMU WALL TYP PRECAST CONCRETE SILL (TYP) OF SEALANT OF SEALANT U FLANGE CASING at CMU WALL (TYP) ELEV) t (TYP) _ f ELF ADHESIVE -OR- FLUID PT 1x4 SELF ADHESIVE -OR-FLUID S A HE L. BEAD B ER ROD W/SEA ANT _ EA .. WOOD LOCKIN -OR- BACKER N Description Date 00 B PT 1x4 - SELF ADHESIVE OR O.c.. . - APPLIED FLASHING GLEAN APPLIED FLASHING (CLEAN _ SELF ADHESIVE OR Q PT 2x4 FRAME FLUID APPLIED L1J MASONRY BEFORE APPLYING MASONRY BEFORE APPLYING) •'. '.... :: VINYL FLANGE CASING' BEAD FLUID APPLIED PT 2x4 FRAME ANCHOR ANCHOR FLASHING (CLEAN PT 1x WOOD BUCK PT 1x WOOD BUC �" GYP BRD OVER `, ': �: ': •: INSTALLED PER MFR FLASHING (CLEAN — Q VINYL FLANGE CASING BEAD VINYL FLANGE CASING BEAD WRITTEN SPECS TYP SHIM AS NEEDED MASONRY BEFORE MASONRY BEFORE- U ' • 1x2 TREATED (TYP) I SHIM AS NEEDED gpp�yl Gl SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFR FURRING STRIPS : ) METAL MOR FRAME WRITTEN SPECS (TYP) WRITTEN SPECS (TYP) CMU STEM WALL W/ Apply �IGG at CMU WALL (TYP)8' STUCCO? FINISH METAL DOOR FRAME 48' BACKER ROD W/ SEALANT 448" BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR � O INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR Z 2 CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CMU W c) SCALE: N.T.S. SCALE: 1 �2" = 1 i-(?" SCALE: 1 „ = 1'-0" SCALE: 1 y2" = V-0" SCALE: 1 y2" = 1'-0" SCALE: 1 �2" = 1'_0" X VERIFY AC COND LOCATION W/ SURVEY \; Ist LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" :ATI G' 150A WB MI :A G R.ATII G' 22 ACLIFTON PANEL: SERr , m2012 V OU Tt r SURFACE RLIAGEGE{. A A P P 141AINICEGFII (A ) R 1 20. 3 RI=FRIG ~RAT 'R A)( '� M A. 6 20 R BAT I RE EI'TAGLE DISHWASHER. A) R 2101 7 8 9 1-0 1 L RATS 1 HT�+FAI IDI OSAL A (G) hA 1 20 9. A 1ID, 20 1.. FM NVICROWWAVE/rHOOD G GARAGE: R.,L 1 2 h B. 1 20 1 R LAUNDRY A)(G) EXTERIOR R,L 1 2 13 A 14, '20 1 RL KITCHEN (A). DRYER � 3: .15 .6 � , L. ,� � � IN:G (A� 17 A.' 20 ReL _ GREAT ROOM (A) 0U QOOR LIT T I - 2, TOE- ,,F 2 ' R:,,L. O�ERrS QUITE: A, 21 A: 2.21 2_ R,.L RERON2 (A 1 D010- R UNIT - .5 TO INS DEFAULT ELECTRICA, L:HEAT) M.,,c F 5U 23 2 2 .: R,L STUDY A 2,55 2 1, R L UTIL TY/mECH ROW WATER HEATER F, 3 27 R_ 2 2 _ SR.ARE A,30 20 1_ SPARE R = RLG TACLE L = LGHTING F = FIXED EUI R1E T - DTOa T'C=T��En LOtK CONTROLLED OAT A - CORNTIO �'L AF��B G- F C10�! VERIFY AC COND LOCATION W/ SURVEY ELECTRICAL LEGEND SINGLE POLE SWITCH 6 DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME t GARAGE DOOR 4-WAY SWITCH BUT $ DIMMER SWITCH SWITCHED OUTLET 220 VOLT OUTLET 8I GFCI DUPLEX OUTLET GF DUPLEX OUTLET 8 CEILING OUTLET A AFCI DUPLEX OUTLET R FLOOR OUTLET F B JUNCTION BOX IRRIGATION OUTLET I8 RR Q SMOKE DETECTOR @ DIRECT WIRE (PER MFR SPECS) Q CARBON MONOXIDE CARBON MONOXIDE & DETECTOR SMOKE DETECTOR [� TELEVISION OUTLET [jj QUICK DISCONNECT PH TELEPHONE OUTLET NETWORK OUTLET > TE7 SERVICE METER/ PANEL SERVICE PANEL M DISCONNECT m GARBAGE DISPOSAL a= UNDER CABINET LIGHT WALL MOUNT LIGHT} SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT EM-1 STAIR LIGHT BATH FAN & LIGHT BATH FAN - VENT TO EXT COMBO - VENT TO EXT PULL CHAIN LIGHT KEYLESS LIGHT FLUSH MOUNT LIGHT , HANGING HANGING LIGHT RECESSED EYEBALL PRE -WIRE FOR LIGHT HANGING HANGING LIGHT RECESSED LIGHT LIGHTTURE PUCK MINI ` LED DOWNLIGHT HANGING PENDANT PNDT LIGHT FLUORESCENT LIGHT �FR FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN ` PRE -WIRE FOR CLG FAN ROUGH -IN PRE -WIRE FOR LIGHTED 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 I VP = VAPOR PROOF INN; 4,30 44 GENERAL LIGHTING (3 VA,IFT9) 5448 - - S&TALL APPLIANCE I _r'L a- SMALL APPLIANCE 1500 LAUNDRY CIRCUIT I LEI DISHWASHER 1500 _ WASTE €D. ispoSAL 800 WATER HEATER 4500 0}}��s�'+��--N EW4GE 1p4 - y �yg I`L ICROWAVEMOOI ryr • 000 ._. .� REF IDGERATOR 8001 GARAGE DOOR: OPENER 600 DRYER 5400 - GENERAL LOAD 1000 100% 1 W00 GENERAL LOAP, .044 40% 117. H.Ez MGIAC (2_5 TOMS + 3 � t 6438 1L° '6431 TOTALS- 45886 28217 420124OVSERVI EIFEEDER LOAD (A) 1la MAIN BREAKER (A) 1S 0 t.� CD o 0 ca )A% P E ON x 19t a) 0 a rn. cri M J ILLt'd LU .Q J true design studios Z 0 Y 9000 REGENCY SQUARE BLVD. a; (� SUITE 100, JACKSONVILLE, FL 32211 Cn Cn LLJ Cl) o � ,"H019ON' 0 0 a g a �s\ Ak yV"0A Q ry LLI s] 0 Z W W 0 0 Cn M It z ti 0 z W 0 F= U) LL z Z_ Mj 0 �W^ �- W < W W LU Q J W LU W MW L.L. LJL Z This lanaled been electronically 0 signeby Jeffery P z Arneson, PE on the date and/or time 0 d stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and W 0 the signature must be verified by a I- 0- 3rd Party Certificate Authority on any Z electronic copy 0 0 U_ Uj Abbott Park 0 0 U LOT 023-03-04 0 Q w 0 Q z z CD 0 PROJECT NO: C0 W 0 2023.004342 a 0 U_ Z DRAWN: 0 v EM o WW CHILD_ LO DO U) X W W J Q <C ��ct� P ��rrto�fU 'ARC r '0 1 v >' `., m N 5344 Z Z = Cb o .$ o z441 k Z tit it p_ 02-15-2024 0 F _ LU �j REVISIONS: U_ No. Description Date F <( W co J Q W 0 0 Z 2 0 W f-- X W El 00 0- DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes, 8th Edition (2023) Code for Design Loads ANSI/ASCE 7-22 ROOF LOADING ............................................ .. Cd 1.25 TOP CHORD LIVE LOAD.................................20 PSF TOP CHORD DEAD LOAD...............................7 PSF (TILE = 15 PSF) BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE ............. 20 PSF ATTICS WITHOUT STORAGE ........... .........10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD,....................5 PSF WIND LOADING ............................................... Cd 1.60 ASCE 7 3S GUST ....................................... 139 MPH BASIC WIND SPEED EXPOSURE CATEGORY ............... _............ .....0 CATEGORY., ............... BUILDING .. .... ... ...... ...II ENCLOSURE CLASSIFICATION .......... .........ENCLOSED INTERNAL PRESSURE COEFF............... .....0 18 C&C DESIGN PRESSURES ................. ........{SEE TABLE 1) aWT 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 LL/480 TL / 360 OPEN WEB FLOOR TRUSSES........... LL / 480 TL/240 WOOD I JOISTS .............................................. TL MAX Y2, LL/360 BEAMS'........................_.................................. TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED%" DEFLECTION 2. MAX 16" O.C. FLOOR TRUSS SPACING BELOW GAME ROOM 3. ROOF TRUSS WIND DESIGN METHOD SHALL BE MWFRS (DIRECTIONAL HEIGHT) C-C HYBRID TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS (NOTE 1) EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 1 - 1 f t z 5 00 - 25. 52 27.94 25. 2 32.17 5 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 SOFFIT MAX PRESSURE s 28.6 38.3 (NOTE 2) PRESSURE(PSF) 1-STORY' 2-STORY 8 FT + 22.8/-26.9 + 25.4/-29.9 10 FT +22.5/-26.0 +25.0/-28.9 16 FT +21.71-24.5 +24.2/-27.3 18 FT +21.5/-24.2 +23.9/-26.9 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 MAYBE 6-8" OR HIGHER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS Nr)TFS I A 0 O O z STUCCO AND DIRECTLY MIN 15 " 32/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICALLY OR " 24/16 /z (/s w = ADHERED STONE INSTALLED HORI,ZONTALLY)W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE - X w (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDEDAT UNSUPPORTED PANEL EDGES. uJ w � _j O co Q co Z U < THE VENEER ALL OTHER E R MIN 7/16' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICAL OR HORIZONTAL a -(NOTE 8 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 C� rn TILE AND METAL ROOF MIN 1Y32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION U z (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4,, O.C. AT PANEL EDGES AND LU a 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). LL p W iW- MIN Z16" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 � z SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES', UNO). FLOOR DECK SHEATHING: z132" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES', 12" O.C. IN THE (NOTE 5) FIELD (UNBLOCKED PANEL EDGES, UNO). MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d . PORCH CEILING BOARD SHEATHING. COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN%" EXTERIOR GYPSUM 1 CEILING BOARD, FASTEN w/ 5d x 155 COOLER NAIL OR NO.6 x 1Y,, LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD UNBLOCKED PANEL EDGES, UNO). NOTES: s 1. FOR SHEATHING THICKNESS GREATER THAN 1J�z„ 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 SUPP LEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAR-IRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. %," 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW MIN STRUCTURAL REQUIREMENTS AREY16" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS 7. 1%2' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW,1X2' AFA 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 TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 DIAMETERPRESSURE TREATED LUMBER . LENGTH 8d COMMON 0.131" 2-Y2" RSRS-01 0.113" 2%%" RSRS-03 0.131" 2-Yz" 10d 0.131" 3" IQd COMMON 0.148" 3" 12d COMMON 0.148" 3-Y4" 16d SINKER 0.148" 3-W 16d COMMON 0.162„ PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. INSTALL 1 NAILS UNLESS OTHERWISE SPECIFIED. S L Od A E NOTES. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM AP I ARE NOT DIRECTLY CONCRETE OVER VAPOR BARRIER F1667, NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. . WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 3 O Q 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. NOTES CONCRETE AND FOUNDATION 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). N FOR LAB = 2 500 PSI AT 28 DAY (UNO). 2. CONCRETE COMPRESSIVE STRENGTH O S S ( ) 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4" LAP24" LONG #4 BAR IS RECOMMENDED TO BE 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 2 LO G INSTALLED AT ALL REENTRANT CORNERS. ,„ B 2 T 2" LENGTH. SHALL N REQUIRE WWFFIBER LENGTHS SHALL E / O IN L 5 FIBERMESH IS AN ACCEPTABLE ALTERNATIVE ANDS L NOT Q DOSAGE 4MOUNTS 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,OC9 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 RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. CONTRACTOR'S 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. O T 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1"' SAWCUTS IN THE SLAB IN A 15'xl5' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP' DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. TABLE 7: METAL CONNECTOR SCHEDULE NlnTFq 9 '3 d USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)Y4 X 1 '/z" SIDS SCREWS (8)Y." x 1' z' WS15-GC DTT2Z IN STUD Y2" O X 4'/2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 1Od (NOTE 2) EMBED EPDXY OR DTB-TZ Y2 0 x 4%" EMBED EPDXY CS16 EACH END RS150 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18) 0.162" x 2 Y2" IN (18) 0.162" x2 Yz" IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 Y2" (7) 10d x 1 Y2"(NOTE 2) 4$" O x 6' EMBED ANCHOR HTT45 �$ O x 6" EMBED ANCHOR MTS12 EACH END MTW 12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x2 Yz" IN (26) 0.162" x 2'/" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) �8' O x 6 EMBED ANCHOR 48' O x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SIDS SCREWS (24) 3" WS IN STUD HD - Q8 SDS IN STUD GROUP PHD8 GROUP i&" fd x 12„ EMBED MSTA36 (13) 10d COMMON MSTA36 (13 10d COMMON ) 1,8" O x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 Mt" IN TRUSS (7) 10d x 1 1/" IN TRUSS (7)10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) W' x 2 Yd' TITEN MSTAM36 WOOD FRAMING (5) Y<" x 2 Y4" TAPCON IN GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY „ 8 10d x 1 /2 IN TRUSS f) 9 10d x 1 /2 IN TRUSS f) Y2" (11)1Odx1'/2"IN (11)10dx1'%"IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11)10dx11/2"IN (11)10dx11/2"IN STUD STUD (10) 10d x 1 '/2' IN (8) 10d x 1 Y2" IN ABU44 L (12) 16d COMMON NAILS PAU44 1 d ( 12 ) 6 COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAF TER (NOTE 6) �8" O x 7" EMBED EPDXY 0 x 7" EMBED EPDXY (4) 14" x 2 14" TITEN (4) Y4" x 3" WEDGE BOLT IN MASONRY OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2" IN (5) 8d x 1'/z" IN ABU66 �8' O x 7" EMBED EPDXY PAU66 §$' 0x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1 Y2" IN RT7AT (5) 8d x 1 Y2" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x V/2" IN (5) 10d x 1 "/" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 f6) 10tl COMMON IN BEAM HD28-2, HD28-21F f6) 10d COMMON IN BEAM (5) 10d x 1'/" IN TOP PLATE (5) 10d x 1'/2" IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER LGT 2 TRUSS/RAFTER LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) Y4 x 2 /a TITEN (5)0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SIDS Y4' x 2 %" (12) WS25 Y4` x 2'l2" (4(4)%" x 1 Y2' SDS SCREW , (4) /4„ x 1 /2„ WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER SDWC14500, SDWC15600 EQUIVALENT NO MITEK QU HGA1 OKT 4 %" x 3" SIDS SCREWS f) HGA10 (4) ''/4' x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE 4 D x 1 CREWS f ) S S /a /2 S (4) /� x 1l WS15 SCREWS 14 10 COMMON IN f ) d 14 10d COMMON IN f ) HGAM10KT IN TRUSS/RAFTER , , 3 „ SCREWS. HGAM10KT IN TRUSS/ RAFTER (4) %" x 1%" WEDGE BOLT MSTCM40 WOOD FRAMING MSTCM40 WOOD FRAMING '/<" (4) / x 2/4 TITEN OR EQUIVALENT IN 10 '/d'' x 2 Y4' TITEN ( ) 10 '/4' x 2 TAPCON IN ( ) IN MASONRY MASONRY SCREWS IN MASONRYMASONRY (9) 10d x 1 12' IN (9) 10d x 1 12' IN (26) 10d COMMON IN (26 ) 10d COMMON IN H10A TRUSS & (9) 10d x 1 12' RT16A TRUSS & (9) 10d x 1 12 MSTCM60 WOOD FRAMING MSTCM60(14) WOOD FRAMING IN TOP PLATE IN TOP PLATE (14) W x 2 Y<" TITEN '/," x 2 ,'/4' TAPCON' IN SCREWS IN MASONRY MASONRY NOTES: I. 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. F FASTENING RE REQUIREMENTS. E TACT FOR FOR SPECIFICQ 4. IF CONNECTOR IS NOT LISTED ABOVE, CON 5, POSITIVE PLACEMENT GUN NAILS, 2Y2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. C U 6: MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. M REQUIRES %' O x 2 %" TITENS ILO 16d, CONCRETE REQUIRES EQUIVALENT NUMBER OF Y4' 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. ND MASONRY EXIST EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER 2: SHOULD LIMITED AREAS OF STACK BOND SONR TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO BE MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fC = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10' STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10'' STANDARD HOOK INTO FOOTING 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET, 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. 0 >O w N LEGEND o_j "" OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN p UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL N FOR ENGINEER OF RECORD LO EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL CR SYP SOUTHERN YELLOW PINE It O SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER r LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 13/4" WIDE UNO. � (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 13/" BEAM) N LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 13/4" WIDE c7 J PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3Y2"WIDE, UNO. LL SYS 42 PROPERLY RATED OPEN WEB HEADER W J INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS -j OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS Z INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM O ANCHOR 8' 0" O.C. NOON FRAMING PLAN OR BOTTOM PLATE ANCHORAGE IS/� ANC @ (U Y SW SPECIFICATIONS) U STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE O O 2 2 STUDS uj w 0 NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. W H NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, LINO. f THE CA ADDITIONAL CLARITY FOR LOCATION OF THE STUD COLUMN 0 2 ANCHOR. J BOTTOM OF STUD COLUMN CONNECTION m 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN W 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 U) HEADER STRAPPING KEYNOTE U NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD W 1 nncTnaa TYPE OF STRAP CONNECTING HEADER TO JACK STUD W KING/JACK GROUP BOTTOM CONNECTION 0Y 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP C) 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD O GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAP'S AT BASE OF KING/JACK GROUP 111- d' LO f NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING O Z IN HEADER UE T LIGHTLY HEADER MAY BE FRAMED AS NON BEARINGD O i;n LOADED CONDITIONS ABOVE co #2 SYP HEADER FRAMING KEYNOTE Z (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING m NUMBER OF JACK STUDS EACH SIDE OF OPENING DEPTH OF LOAD -BEARING #2 SYP HEADER W W NUMBER OF PLIES IN HEADER Z ENGINEERED LUMBER HEADER FRAMING KEYNOTE (D Z NUMBER OF KING STUDS EACH SIDE OF OPENING W Q NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) W 0 DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 f4" WIDE UNO) LIL HEADER FRAMING Z F- 1. I T SHALL E FASTENED TO EACH OTHER WITH 2 ROWS 10d 8O,C. ALL HEADER JACK AND KING STUDS S L B O @ Q 112� STAGGERED. 0 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C_, STAGGERED ALONG EACF EDGE. 0 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. O 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. Q 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE R R CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS NINGS AT FIRST - FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 0 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR J OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: LL • SDWC15600 @ MAX 32"' O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 Q • SPH wl (12) 10d x 1-Y2" @ 16" O.C. OR U • DSP wl (14) 10d x 1-'/2" @ 16" O.C. OR Z • FASTEN TRUSS DIRECTLY TO HEADER wl MTS OR HTS w/ (14) 10d x 1 '/" (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 O LVL BEAM OR HEADER OF EQUIVALENT SIZE. J FRAMING NOTES Z 2 1. SIMPSON ACRYLIC; -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. U ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN LLJ A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER), ~ ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S W SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY 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. }M 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. W UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) LL1 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. Z 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 0 THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. LLI 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD 2 Z 0 F- U_ LIL 4 (D 0 0 Z U LU I- X W 4 CMUIMETAL CONNECTOR ENGINEERING Ell 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 11HOMN' `\\a % ,, / .e -1;,Fqqf\,fj fort \� qa gasp ..6 W Lj Q J W C1 w W W- X LL Thisbeen electronically s' nelan aled by Davor Bozic, PE Zf on the date and/or time stamp 0 shown using a digital signature. Printed copies of this document are 0 not considered signed and sealed W I' and the signature must be verified by a 3rd Party Certificate Authority Z on any electronic copy l a LL Abbott Park W Q U LOT 023-03-04 In Q - W Q Z (D PROJECT NO: (o W 2023.004342 0 DRAWN: EM 'Y1 0 0 CHKD: O LO DO (n W J twit [fill, QR (aj •� .�1.*10 � (n o. 980 f Z - jr p' STATE OF .' i I, s''� • 'ct O R P' •' `�� ` 0©NA� Cl)�. Z a 02-15-2024 0 W REVISIONS: w r No, Description Date F- W J d 0 co F- 0 Z 0 0 ST=1 t 2 VERIFY AC COND LOCATION W/ SITE PLAN r,c;, r)„ 71-8" VERIFY AC COND LOCATION W/ SITE PLAN — — — — ■ — — — — 1— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — —-1— — — — — — — — — — — — — — — E} I 1 D I 1C14 � = c I T-2D 17-10"�— — — — — — Iff -4" 0 "'I 71/2" 1 /2" 1 � _ 1 ST-2D `a I �....._. 1 I � ■ I 1 1l2" ■ I — _ 6 -I ` ,. ST-2D ■ 1 I ST-2D OPT I I I D I O z I — — — — 10'-1 1/2" _ _ — — — ■ 8'-4" 1 I L Ifyo 0 J I I 1 Op o„ ----------� ■ ■ ■ ` J I� f r ��— A I i I w I I 6 i 1 2'-81�2' — — — — —— 14`-01/2"— ------ I OPT ST-2D r� I D„ I — 1_. I I.._o 0■ 1 l I 4 ST-2D 5 ST-D IR 1'_4," ■ 1 1 V-4 1/2' col _ -1 1/2' 1/2'� 1 V-8—" — — I 4 — — — I ST-2D I 0 I ■ 1 I ` I I UNDER DOOR � ST-2D 1 24`-5 1/2" I 1 6-0 1/2" I T-6" I 2'=4" 20'-8" , I I l 4. I -I ST-2D 1 ! I 4 4" ti 0." ■ I 1 ST-2D _ I `° . -6" ... w. I 1 - ST-2D , f H , .. _ 1— I,; 1 N K 1 ■ — — — — — — — — — — — — --1 } SIM 9" CURB 5 ST-2D 60'-0" 2'-8" 2'_4„ 65-0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" iN 0 f Mile 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-2D FOR INTERCHANGEABLE STEMWALL & MONOLITHIC SECTIONS (DETAILS 112 & 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 LAI8"x8" DEEP THICKENED EDGE w/ (1) #4 CONT 16"SQx12" DEEP FTG 30"SQx2O" DEEP FTG w/ (4) #4 EW 48"SQx24" DEEP FTG w/ (5) #4 EW, T&B 1 1/2"SLAB EXTENSION AT FULL ROUGH OPENING WIDTH B 12" DEEP FTG UNDER BOX. COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN D 24"SQx20" DEEP FTG w/ (3) #4 EW a36"SQx20" DEEP FTG wl (4) #4 EW 5 VERTICAL DOWEL TYP H❑ 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. z to 2"0 VENT TO EXT I 1 J I B-1 I Z W Z z to m i 2"0 VENT LU I TO EXT Z I W I I 0 � ..I LI_ lc-1 Z I L-1 0 Q CK 3"O 0 3"0 CL 0 0 3"0 LL 3"0 <L Z (D , 0 0 Z W 0 VENT TO EXT I -- W I ENT I 0- EXT <( I 3"0 X I } I OL] L-1 0 W 0 W Q S-1 Z CO F=- ~ NC-1 U U- <t SAN ISO - LH 0 0 Z C) W X W n CMU/METAL CONNECTOR ENGINEERING¢ 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Z U) � W U Z I..L. � W ■..I O I� W _j W W W U_ This r been electronically signed an algid 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 PROJECT NO: Abbott Park LOT 023-03-04 2023.004342 DRAWN: EM CHKD; DO 'k 130 .�� .•�.\G�E •�`S�' tip N 8 0cc Z W r D •i STATE OF •• S,QN At`�i`�� r41lu+ 02-15-2024 REVISIONS:. No. Description Date ST=2 0 W ti T X r Z C) W Z d LL W v fn Q (D U) W 0 LL O U) W C) W V) Z Q ry Z 0 W co W T Ir— J Q Z 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 3/16" DIA. TAPGONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. t> EXISTING FOUNDATION. 8" CMU WALL OVERHANGS LESS THAN 1". GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO - BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/16" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. p. EXISTING FOUNDATION 8" CMU WALL OVERHANGS 2.5" OR LESS. NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM, • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6-\ W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH (MAX 20" 4 DEEP) 4" EXTENSION UNDER BRICK VENEER 12" UNDER I STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 WIA x WI WWF OR /Ir FIBERMESH 4 4 16" VAPOR BARRIER BEARING WALL FOOTING SECTION FOOTING, SEE PLAN I AM 4LC 1-f\K1"r1K1] III I AC U0 01*1UN t-11C) LAP AS SHOWN 0 DEGREE TYPICAL STEP IN FOOTING DETAIL, 8" CMU CHAIR BLOCK W/ (1) #5-- CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL 4" CONCRETE SLAB W1 6x6 W1.4 x WI WWF OR FIBER MESH #4 OR #5 REINFORCING PER MONOLITHIC FOOTING FOOTING TO BEAR ON FIRM UNDISTURBED SOIL * STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING * ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHINTRANSITIONZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 WI x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB oL — A — - BLOCK W/ (1) #4 OR #5 CONT. I-F A U) — — — — — — — Uj Cn W V U) 0f 0 77ujo� VAPOR BARRIER W Uj Lo W U) X #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. x �x 4 TO 5 COURSES: 48" O.C. \X L ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGE UNDISTURBED SOIL 4" OPT BRICK LEDGE I I TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" Wl(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH, SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A. F. F. Ah (BEYOND) FLOATING CONCRETE IRV U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 3: < _j (0 (1) #4 OR #5 WWF OR FIBERMESH > U) CONT orI LU Wco Uj W U) Z) FINISH 0 GRADE 0 �< /R #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS, 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT STEMWALL CURB SECTION 1 . SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 3 Y2" CONCRETE SLAB W/ 6X6 (1) #4 OR #5 CONT— WIA x W1.4 WWF OR FIBERMESH MINIM 24" z--,(I)#40R#5 90- BEND @48" O.C. VARIES PER 36" MAX ARCH PLANS A \7�\ 12" MIN 4 VAPOR BARRIER j FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION-= b IN BRICK LOCATIONS ON FND PLAN 12" UNDER I STORY WALL W/ 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 "1A" 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 FOR TO PREVENT EROSION OF SOIL, 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" > W1.4 x W1.4 WWF OR FIBERMESH STUCCO OR E A 0 ALL OTHER EXTERIOR WALL r CLADDING - MIN 8", U.KO, ON ARCH C:) 0 CD 0 VAPOR BARRIER 12 M IN, C\I \X L0 PEX _C_ 00 4- x FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK CD FIRM UNDISTURBED 0) SOIL LOCATIONS ON FND PLAN > 12" UNDER 1 STORY WALL W1 (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 C\I 04 BAR IN BRICK LEDGE CY) 16" UNDER 2 STORY WALL W/ _j (2) #5 OR (3) #4 CONTINUOUS LI_ LLI tds -6 MONOLITHIC FOOTING SECTION _j _j true designstudlos CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE > FOLLOWING OCCUR: Z • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 U) (D • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY 9000 REGENCY SQUARE BLVD.0 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY () SUITE 100, JACKSONVILLE, FL 32211 C6 PER 3-0" HORIZONTALLTO PREVENT EROSION OF SOIL. < 0 CONCRETE SLAB wl 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR 0 FIBERMESH T_ LLI co 0 m gz tik'a 71 L'O I M I 16" VAPOR BARRIER w J/ < :D BEARING WALL FOOTING SECTION 0 C) Z LLI CONCRETE SLAB W/ 6x6 (D WI x W1.4 WWF OR LLI FIBERMESH ry 0'-0" A.F.F. C) SEE ARCH C) _\4 DETAILS 8" MIN b U) 8"x8" THICKENED 8 Z W FTG AT STEP-DOWN, SEE VAPOR BARRIER U) PLAN U) y_ LU f Z LL Z W CURB STEP SECTION 4 U) Z) U) M VAPOR BARRIER 0� tJ I- 2i 8" UNDER MASONRY WALL LIJ LLI < 0 6" UNDER WOOD WALL Z — (D > 4 Z W < !S SEE ARCH W0 (MAX 16") < _j W LLI 0 W Uj 12" MIN\ X, _j X LL LL T_ Z T_ 4 %This been electronically 0 signed 4naled la'y� Davor Bozic, PE Z on the date and/or time stamp 0 shown using a digital signature. 6" OPT, EXTENSION IN BRICK < Printed copies of this document are 0 LOCATIONS ON FND PLAN Of not considered signed and sealed W0 and the signature must be verified F_ a- by a 3rd Party Certificate Authority Z ADDITIONAL NO. 4 OR NO. 5 0L on any electronic copy R BAR IN BRICK LEDGE 0 CI 0 LL W Abbott Park _j E E GARAGE XTA WALLCURB SECTION < � CONTACT FOR PRIOR 0 CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR _j Ll_ LOT 023-03-04 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" < 0 W • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY 7 C) < FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Z Z PER 3'-0" HORIZONTALLTO PREVENT EROSION OF SOIL, 0 >_ CONCRETE SLAB W/ 6x6 (D PROJECT NO: U) W W1.4 x W1.4 WWF OR 0 1 2023.004342 n FIBERMESH 0 ILL 0'-0" A.F.F. SEE ARCH Z - DRAWN: 0 (MAX 20" EM DEEP) C) C:) W CHKD: DO LO W X W w 4" EXTENSION UNDER BRICK VENEER x C) 12" UNDER I STORY WALL VAPOR BARRIER < 0 11R 8 0 . ..... ) wl (2) #4 OR (2) #5 CONT• 0 16" UNDER 2 STORY WALL 0 80 Z 3: w/ (3) #4 OR (2) #5 CONT W < Z 13 ':.. BEARING CURB STEP SECTION STATE OF 441.. 0 W 0 R N U) /0 hl A I TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4QR#5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS — — — — — — — — — — — — — - HOUSE SLAB -A. 'r Z 'f"111111111%100 > W 4� :D 0 02-15-2024 0� 0 W REVISIONS: co W < No. Description Date I W U) U) 0 j 0 0Z vRE-ENTRANT CORNER DETAIL 0 (RECOMMENDED) Lij PLAN VIEW, DETAIL TYPICAL (9 ALL F_ RE-ENTRANT CORNERS X LLI ST=2.D n CMUIMETAL CONNECTOR ENGINEERING < M.- '-4" , 71 r"_A" 4'-B" -101, 1 5'-4" S-8" a 3'-2" 6-8" 31-8" T-0" 6'-8" 61-81' 4'-10" � . T-8" 4'-2" 6-81' 6'-8" 61-81, T-0" 1st LEVEL STRUCTURAL PLAN 1/4" = 1'4' WHEN PRINTED ON 22"x34" no GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END, • BU LINTELS MAY BE FILLED OR UNFILLED. • 8F LINTELS SHALL BE, FILLED. # LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL, • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8" O.C., U.N.0 • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE. • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN E INDICATES GROUT FILLED CELL WITH NO REINFORCING 0 NO. 5 BAR wl VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN (2) NO. 5 BAR wl VERTICAL BAR IN FILLED CELL W1 MINIMUM 30" LAP REQUIRED, TYP AS SHOWN E] OPT. NO, 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Fd� 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 SEEINTERIOR SHEAffiLVALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W1 1 Od @ 3" O.C. 4, HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT wl SP2 OR SDWC1 5600 @ MAX 16" O,C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS W/ MSTA36 OR CS1 8 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SPI OR (2) SDWC15450 @ MAX 16" O.C. *TOP PLATE TO HDR W1 SDWC15600 @ MAX 16"' O.C. 5, FASTEN EACH BEAM TO MASONRY W1 META12 LINTEL SCHEDULE LINTEL NO CLEAR OPENING LINTEL DESCRIPTION COMMENTS L-1 161-011 BF-1-32 GARAGE DOOR L-2 31-01, 8U8 L-3 6-011 BF-16 L-4 81-0" 8F-1 6 SGID L-5 8'-8" 8F-16 REAR PORCH L-6 T-O" 8F-16 REAR PORCH L-7 T-8" 8F-16 REAR PORCH L-8 V-4" 8F-16 FRONT PORCH L-9 4'-4" 8F-8 FRONT PORCH(ELEV A) L-9.1 4'41 BF-16 FRONT PORCH(ELEV B,E&F) L-1 0 6'-8" 817-16 WINDOW(ELEV F) C) 0 N LO C\1 00 4 0 0) C14 (NI CY) _j LL Ld _j _j Z 0 0 O Q W 6 C6 > U) 0) ry U) 0 Z W 0 W CY C:) C:) CO L0 O W Z W Z) ca Ix LLI Lij Z Z LLJ IY 04 LL Z 0 0 0- 0� 0 0 0� 0 1 U_ 0 Z 3: 0 LLJ U) D 0 0 LL U) 0(D _j 0 Z CJ LU I'_ x W n CMUIMETAL CONNECTOR ENGINEERING < tds• true designstu4jos a) 3: 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Uj 0 < I WLUr) W LLJ ry LL >< This been electronically signed l . n, a y Davor Bozic, PE led b Z on the date and/or time stamp 0 shown using a digital signature. Printed copies of this document are not considered signed and sealed w I`__ and the signature must be verified by a 3rd Party Certificate Authority Z on any electronic copy LL Abbott Park W 0 LOT 023-03-04 W Z 0 PROJECT NO: W (n 2023.004342 0 U_ DRAWN: EM 0 CHKD: C) LID DO co w 0 R 8 P,>;, ' f, (n . E un Ur Z 9 980 80 0 F 41J STATE 0 % k 4 0 OIM_ 11111111110% Z 02-15-2024 aa W REVISIONS: W (D r No. Description Date I-_ W U) I— 0 Z ST-3 (2) META12 OR 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 W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN, • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 2x12 12" 15'-5" 191-111, 23'-9" 26-10" 16" IT-4" 1T-3" 20'-7" 22'-0" 24" 101-111, 14"4' 16-10" 19.41 20 L. L./l 5 D. L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZF SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 191-61, 25'-8" 26-0" 16., 11'-3" 17'-8" 23'-4" 26-0" 24" 15-6" 20'-1" 23'-1 1 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1, SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W1 (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-11S1 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 2x1 2 ...... ........................ _(10) 12d COMMON LEDGER TO CMU (WI 3" TAPCON OR TITEN): PT 2X6..... _ (2) ROWS)/4" 0 @ 24" O.C. STAGGERED PT 2x8 ......(2) ROWSY4" 0 @ 16" O.C. STAGGERED PT 2x10,....(2) ROWSY4" 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWSY4" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (WI NAILS)_ 2x6 .............................. .... (3) 16d COMMON 2x8 .......................... ........(5) 16d COMMON 2xl 0 ....... ........... ............. (7)16d COMMON 2x12 ...................... .... (9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2X(5. ............ _ ....................(3) W x 4-Y2" LONG #14 WOOD SCREWS PT 2x8.....,......................... ... (5) Y4" x 4-%" LONG #14 WOOD SCREWS PT2x10 ...... ........ ............ (7) W x 4—Y2" LONG #14 WOOD SCREWS PT 2x12 ..... ........ .................. (9) W x 4-Y2" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6.- (1) 48" & (1) 24" BEARING BLOCK REQ'D • EACH BLOCK TO TRUSS W1 (3) ROWS 10d @ 4" O.C. STAGGERED • TRUSS TO MASONRY BELOW W/ VGT cli cli O (D CV APE^ cD CD CV U_ Ld tds _j _j true design studios Z 0 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 C:) O LU F_ D U) 11H09ON' 0 A 4 oq 01 fie! Uj tY :D 0 U) Z LIj (D LLJ IY C) C__) C:> Z 0 U) b Z iIIIIIIM W U) U) W Z LJL z W U) :D U) 00 W LLI 0 Z (D Z LLJ W o W W LL U_ Z This been electronicafly 0 signed lana led be y Davor Bozic, PE on the date and/or time stamp <P shown using a digital signature. Printed copies of this document are W not considered signed and sealed 0 and the signature must be verified CL by a 3rd Party Certificate Authority x on any electronic copy 0 Abbott Park ry 0 1 U_ LOT 023-03-04 0 Z (D PROJECT NO: 0 j 2023.004342 0 Z DRAWN: T_ EM o UJ CHKD: I-_ DO x W n X < N OR F30 > se.. 0 80W W Z STATE OF A, 0 N A�- < Z 0 02-15-2024 REVISIONS: No. Description Date aC _j 0 Z 7- 0 Uj X Uj ST=3A a_ CMUIMETAL CONNECTOR ENGINEERING Z 0 Z cr_ LL W Z 0 U) W In U_ 0 -0 C) U') co W co C/) (D Z ry (D Z 0 W U) U-1 r F— LLI 0 U) 17- 0 Z 0 r) FA TRUSS TO TOP PLATE W/ H2.5T OR RT7AT OR SDWC15600, LINO MOISTURE BARRIER ON PLAN BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS VERT. REINFORCING TC HAVE 10" STANDARD HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W1 SP2 OR SPT24 OR SDWC15600 I -- TYPICAL ROOF DECK SHEATHING, SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W1 META12 OR HTAI 6-18 W/ MIN (7) 1 Od x I IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W1 HTSM20 OR HTWM20) FASCIA (SEE ARCHITECTURAL) -PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER, SEE TABLE 1. COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1 (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC1 5450 • EVERY KING STUD TO BOTTOM PLATE W/ SPI OR SPT22 OR SDWC15450 2x- NO. SPF OR BETTER @ MAX 16" O.C. %" THREADED RODANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @MAX 48" O.C. OR 1/2" WEDGE BOLT W/ MIN 41/2" EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. • INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). • ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND WASHER, UNLESS NOTED OTHERWISE INTERIOR LOAD BEARING WALL EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 30" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) /I MOIST BARRII OTHEF (1) Col CMU B BEAM CONTI 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)lQdTOE-NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL '\ND CENTER OF FASTENERS. MIN 1%2" EXPOSURE I 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& DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 1 Od x 1%" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ ITSM20 OR HTWM20) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH'1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN i FOR MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS. BLOCKING NOT SHOWN FOR CLARITY T CORNERS 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS 1. ALL LOAD -BEARING TOP PLATES ARE TO BE BUILT WITH (2) 2x - NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP 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. STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB MIN SCREW / WINDOW TOBLOCK LENGTH WINDOW TO BLOCK LENGTH 34'OR 11/�' PER MANUF. 3" 5" 1 1/y 31/4" 3746 5" 115/1 33/ 3:�4" 61, 2�4" 3 3/4 TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: * (2) ROWS %" DIA. @ 30" O.C. STAGGERED * (2) ROWS 16" DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO Ix PER MANUFACTURER'S DETidLS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE o ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED Y4") Ix- PT NAILER BUILT UP 2x ATTACHED TO MASONRY, (1) PLY Ix OR�d' OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) CMU/METAL CONNECTOR ENGINEERING 00 LU 0 Z LLJ (D LLJ 0f C:) C) C:) 01) I`- Ln Z (n Z Cn co LL1 Z LL1 0 _j U- Z 0 0 LL 0 _j LL C) Z 0 _j 0 Z C) LL1 x W CL 0 W Z 3: 0 LU Z 0 0 LL 0 _j 0 Z :E C) W W a_ 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 W% V% uOutHOMN 4 5 & # � 1W A 44A 'W Rolf n_ k_ o LU LL z 0� LLj ow 0 W 0 < W W 0 LLI W IL X This been electronically signed lar, aled by Davor Bozic, PE Z on the date and/or time stamp 0 shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified W by a 3rd Party Certificate Authority Z on any electronic copy ry n LL W Abbott Park LOT 023-03-04 LU Z 0 PROJECT NO: CO W 2023.004342 LL DRAWN: 0 EM CHKD: DO 0 LL1 U) U) Z 0. < STATE OF 0 U) 10, *"4 0 R 0) 0 .......... Z 02-15-2024 ILLI Cn REVISIONS: W F No. Description Date F_ LU U) 0 Z ST-5 0 n TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE, — SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP' "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) ROOF PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. TYPICAL ROOF DECK SHEATHING MAX T-0"OVERHANG FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 / H GAM 1 Q 2021 V1.0 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.C. W/ MIN (7) 10d x 1-Y2' (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HGAM10) CHANNEL REQUIREMENTS PER MANUFACTURER 2x SYP BLOCK W/ (2) 0.131" x 3" END- OR TOE -NAILS EACH END FASCIA AND DRIP EDGE PER ARCHITECT ATTACH SOFFIT TO 2x BLOCK 2x SYP NAILER (IF REQ'D): OR UNDERSIDE OF 2x FASCIA • TO WOOD FRAME (2) 0.131" PER MANUFACTURER x 3" NAILS @EACH STUD, I 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 w/ PT NAILER: (2) ROWS �116' x 23f" 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 W/ MULTIPLE SPANS TYPICAL ROOF DECK SHEATHING CHANNEL REQUIREMENTS PER MANUFACTURER 2x SYP BLOCK W/ (2) 0.131" x 3" END- OR TOE -NAILS EACH END FASCIA AND DRIP EDGE PER ARCHITECT 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) ROWS 3/fi' x 2Ya' 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 Product manufacturer and evaluating engineer retain responsibility for individual soffit products and their connection to supporting structural frame MOISTURE BARRIER BY OTHERS #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. ROOF DECK ROOFTRUSS OR RAFTER UPLIFT CONNECTION PER TYPICAL WALL SECTION _YZ SUB FASCIA ,e TYPICAL PORCH *'. CEILING BOARD PER PLAN. SEE TABLE 2; MOISTURE BARRIER SHEET ST-1 (PORCH BY OTHERS CEILING BOARD) MASONRY LINTEL PER PLAN TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) v PRE -CAST LINTEL PER PLAN' a Q z FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER BOND BEAM REINFORCEMENT w (SEE WALL SECTION) Z) Li u.i FILL SOLID TO BOND BEAM U w Lt CO O o 8 F - DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. • 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 )ND BEAM INFORCEMENT EE WALL SECTION) FILL SOLID TO BOND BEAM LINTEL REINFORCEMENT 8 F -1 - # DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-1-# TYPICAL PRE -CAST LINTEL OPTIONS OPTIONAL STUD COLUMN SCAB FOR TRUSS STRAP . MINIMUM T-0" SCAB wl (2) ROWS OF 10d @ 6" O.C., MINIMUM (12) 10d • SECOND SCAB MAY BE ADDED AS NEEDED TO OPPOSITE SIDE 8'-1 ABOVE F.F.E. TOP OF GARAGE DOOR 6'-1" ABOVE ______* F.F.E. 4'-9" ABOVE F.F.E F.F.ABOVE F.F.E. 0'-9" ABOVE F.F.E. TOP OF CURB F,F.E. TRUSSES NEEDING BRACING ,6\ c c o 7 O 0 o LO APEX r oU 4 x CD N ' CO MUST BE LL d S DNE PIECE, 'ING L Jtruedesign studios Z O 9000 REGENCY SQUARE BLVD. (� SUITE 100, JACKSONVILLE, FL 32211 Q 0 LATERAL BRACING - MULTIPLE TRUSSES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). LLI 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY RHO CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.C/) 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS x NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS' PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE x 3" LONG (UNO). J"�������� a .131" � as 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. DC] � ' —i -TT6" MAX T" MAX T6' MAX u' MAX IL6" MAX =" MAX M 2x6x12 CENTEI Y8" DIA. ANCHO 2x4 PT TOP T-BRACE FASTENED TO WEB W/ 1 Od AT 6" O.C. L-BRACE FASTENED TO WEB W/ 1 Od AT 6" O.C. W Q D CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4` 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6'* a C/) U W C� W O C) C CF) ti �t SINGLE TRUSS BRACING 0 Q U? 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL RESTRAINT IS SPECIFIED ON A TRUSS DESIGN BUT AN Z 0 Imm JI W (CLR) SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. W WEB W/ 10d AT 6" O.C. W B BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z Uj REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND (/ GRADE AS WEB TO BE BRACED. m J WEB BRACING DETAIL W ~ TOP OF WALL I I I (LOF OPENING 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 48' DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5'2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR, PROVIDE 1 Y2" x4is' THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL VERTICAL BARS TO EXTEND TO Z TOP OF WALL AS SHOWN. MIN 6" —U, BEND INTO BOND BEAM Q Z W L1J W o ---- - ----- ..� W Uj I` r- V X LL r - Z This la,, been electronically 0 signealed by Davor Bozic, PE Z on the date and/or time stamp O shown using a digital signature. Q Printed copies of this document are O not considered signed and sealed W and the signature must be verified 11 by :a 3rd Party Certificate Authority Z - — — — — — — ---- -- on any electronic copy 0 d Q LL Abbott Park Q O 0 PRECAST LINTEL SEE i (o PLAN I -I- LOT 023-03-04 0 Q W EXTEND REINFORCING TO END CJ OF PIER W/ 6" BEND TO LAP Z Z WALL REINFORCING AS SHOWN. QPROJECT NO: W MIN (2) SOLID FILLED & _ 2023.004342 REINFORCED CELLS W/ NO.5 0 LL VERT. BAR ADJACENT TO Z DRAWN: GARAGE DOOR OPENINGS. U EM o NQ.5 VERT BAR IN FILLED H GHKD: CELL AT EACH END OF PIER OQ W W NO. 5 DOWEL TO MATCH EACH 0- Q SOLID FILLED & REINFORCED ���uuu►�ii U CELL EXTENDING FROM FOOTING `0 FOR B(� �V�' to TO LAP WALL REINFORCING '� * *�QP .•••'• •./C f� W/ MIN 30" LAP UNLESS NOTED } 4N'•; � OTHERWISE ON DOWEL & LINTEL 00 0 9 Z PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. W* ;• •: * = Q �13 t• STATE OF ,• 1U CONCRETE FOUNDATION 0 -• p'•, WORK PER PLAN W �ii� O 1 �'•• . R ( +** Or Q � t 0 N A' ,� %;N�` Z Z 3 Q ry ---------------------- p 02-15-2024 p W j REVISIONS: L` I-_ % No. Description Date � W } GARAGE SHEAR PIER Z Z C? 0 W F_ X w ST=6 n d CMU/METAL CONNECTOR ENGINEERING