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HomeMy WebLinkAbout7783 Wheat Stone DrDRAWING INDEX ARCHITECTURAL SHEET NO. I SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS - B A400 WALL SECTIONS A500 DETAILS A501 DETAILS STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS ST-7 SECTIONS AND DETAILS 0 0 Ell a Lemi a f ail A4DI3 DELRAY ELEVATION B Abbott Park,, LOT 04OmO3-04 ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN - B CONDITIONED AREA 1st Floor 12034 SF 2034 SF UNCONDITIONED AREA Garage 459 SF E ntry 28 SF Lanai 218 SF 705 SF Grand total 2739 SF c� iF p 0 APEA 'AL tE x O c) JAN0-2 ' S co J LLt'd S W J true deskign studiosj Z 11 V 9000 REGENCY SQUARE BLVD. �� �� i Q SUITE 100, JACKSONVILLE, FL 32211 -73 o O Ho r-�on 'r- TY) H 01HOMON' (/'n 2 W ry� V U i U z rW V W Ilf CD CD CD >= rn ~ V z W ,vl^) W ^' vJ ' r z Z Lu W `� LLJ O U) co LU p F.-- 5 w Q O z > w m W o Q p � W w 0 Lu o �- J LL X ILL This ite been electronically O signed and sealed by Jeffery P z Arneson, PE on the date and/or time O Q stamp shown using a digital signature. Q Printed copies of this document are W not considered signed and sealed and O the signature must be verified by a L- 0— 3rd Party Certificate Authority on any z electronic copy O a_ U W Q — Abbott Park Q O U ►U- LOT 040-03-04 0 Q w U Q z z C� PROJECT NO W O p BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2023 FL BUILDING CODE - FUEL GAS: 2023 FL BUILDING CODE - PLUMBING: 2023 NATIONAL ELECTRIC CODE: 2020 FL BUILDING CODE - MECHANICAL: 2023 FL FIRE PREVENTION CODE: 2023 FL BUILDING CODE - ENERGY CONSERVATION: 2023 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS VOLUMES 1st Floor 118982 CIF Grand total 18982 CF J 2023.004317 O ILL DRAWN: O U EM o W CHKD Ln 1- DO U) X - W W 0— J Q �tj%J11N1ildfdf U m cJ� 58544 z 0 z z * "� o ;l f�TE OF ." a O44/ U) < O 02 , 5-2024 0 F— W U REVISIONS: LU QNo. Description Date W � J Q }- U C� U) O t- O z z O U W X w 0000 n Q Footer Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service o location. Connect to footer steel w/ (2) ground clamps 5' apart a LIFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS 150 = #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE Conduit. A/C DISCONNECT _F� METER MAIN DISC. #12 COPPER OR #1 ALUMINUM / COPPER - CLAD ALUMINUM TO APPLIANCES AND GFI 150 OR TYPICAL #14 COPPER OR #12 ALUMINUM / COPPER- 200 AMP ELECTRICAL CLAD ALUMINUM TO LIGHTS AND OUTLETS PANEL #10 COPPER OR #8 ALUMINUM / COPPER- CLAD ALUMINUM TO WATER HEATER UNDGND / COPPER - SERV. BY CLAD ALUMINUM TO RANGE POWER CO. #6 COPPER OR #6 ALUMINUM / COPPER - CLAD ALUMINUM TO HVAC N.T.S. #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 RESIDENTIAL CODE R315.1 TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(A)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(A)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 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 • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER RESIDENTIAL CODE 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES LAMPS SHALL BE HIGH EFFICACY AND SHALL COMPLY WITH RESIDENTIAL CODE R404.1. • PER RESIDENTIAL CODE M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE • PER NEC SECTION R230.67 ALL SERVICES SUPPLYING DWELLING UNITS ARE REQUIRED TO BE PROVIDED WITH A TYPE 1 OR TYPE 2 SURGE -PROTECTIVE DEVICE. • EACH DWELLING UNIT SHALL BE DESIGNED WITH PROVISION FOR FUTURE INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT IN ACCORDANCE WITH RESIDENTIAL CODES RF103.1 AND RF103.3. ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BILK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER 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.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% AT LOW. PER RESIDENTIAL CODE SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER, SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS • FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH RESIDENTIAL CODE R703.4 • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER RESIDENTIAL CODE R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED • PLASTER PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER 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 EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER RESIDENTIAL CODE R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER RESIDENTIAL CODE TABLE R302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER RESIDENTIAL CODE R309.1 GARAGE AND CARPORT FLOOR SURFACE AREAS USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARDS THE MAIN VEHICLE ENTRY DOORWAY • PER RESIDENTIAL CODE R312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER RESIDENTIAL CODE R312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS • PER RESIDENTIAL CODE R312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER RESIDENTIAL CODE R308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING, FACING, OR ADJACENT TO HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCATION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER RESIDENTIAL CODE R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312.2.2 • GAS OPT, PER COMMUNITY. VERIFY WITH BLDR • C.J. = RECOMMENDED MASONRY CONTROL JOINT LOCATION • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING TERMITE SPECIFICATIONS SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS MIN. 24" AFF C5 O 0 0 APEX N � co X o M N N Boa co 4.1 LL W tds 1 6 J_ true design studios a) Z O Y 9000 REGENCY SQUARE BLVD. () SUITE 100, JACKSONVILLE, FL 32211 Q 0 o o U) 041HOMON 0 jam.. \'\g,,. \\ m � LU Q 0 U) } Z W 0 W 0 0 0 >= ti Lf� 0 V J Z W W LU W Z Z W `/) LLJ O Cn m LU Q F- LUW O Z \ w � W � o Q 0 � LJW W 0 11' 0 .J O J X LL LL� Z This ite been electronically O signed and sealed by Jeffery P Z Arneson, PE on the date and/or time O Q stamp shown using a digital signature. Q Printed copies of this document are W Cif not considered signed and sealed and O the signature must be verified by a l`__Z n 3rd Party Certificate Authority on any _ electronic copy (i O a- U LL Q Abbott Park Q O U U_ LOT 040-03-04 0 Q W I- U Q Z_ Z } C (, PROJECT NO. C/) O 0 2023.004317 O LL Z DRAWN: O 0 EM o W CHKD. Lo I- DO cn X - W W W J Q Q X yy��`wrrxtl�f U Cn Z 4 0 w .. Z +�= i � E/OF =1 0 O CO W ' Z " U) Q p 02-15-2024 0 H- W ~ REVISIONS: U Q No. Description Date w U) J Q } U C� U) O F- O Z Z O = 0 U W X W AOOO W Q O C0 N w u) _ w = L/)o [V , Ln W 0 m N N VERIFY AC COND 80 LOCATION W SITE PLAN 70'-0" 9'4' 59'-10" 10" 8'-0" 21'-2" 5'-0" 1 V-2" 2'4 1/2" 5'-3 1/2" 1 10" 2'-4" 11'-8" 9'-2" 25'-6" 25'-2" HB 3052 SH 3052 SH EGRESS 181 8'- 0" H. H. 8'- 0" H.H. -_-_---180------- _ 140 O 0 � 3 SHS 123 II E i I I PANTRY = � 143 9'-4" CLG M � III � N CD ao - i " N I0.S _ co n- V)I I KITCHEN N 1p N 6� II N E °' _ 9'-4" CLG v 101 -fl w _ Ln 130 142 2'-4" BEDROOM 3 BATH 2 9'-4" CLG BEDROOM 2 w - o I I 0 o DINING m N o0 9 -4" CLG o o \\/\ 9'-4" CLG l 0 3 SHS O 3 SHS 9'-4" CLG un o o ri I Iv — — — — — — — — oo I 1668 210681EM 1668 I I 108 00 N oo o , `o OUTDOOR I o 9'-4" CLG o - N f f LIVING N N k k 9'-4" CLG�� 102 "' d 105 — — — 41— I t I I 12'-4" 7'-5" 4'-3" 2'-2" 11'-2" 2'-4" 1'-1" 3'-0" 4'-6"—_ 6, o„ 5o„ v ! [ 0 (D I O N � 7„ 00 FOYER N ENTRY c I 9'-4" CLG o -- 9'-4" CLG q co I� � v � III v v o 0 00 v m I I � 6'-10„ 8„ 6,-4„ 8" 7r 9'-2" N jf jfj Il f f ! ! GREAT ROOM 105 N - f l 9'-4" CLG N 0 N � , m 18„ 8'-8" C. 101 N N u? 4'-10" 3'-6" co 162 8'-8" 8'-2" 9'-4" CLG o I 10 LAUNDRY o 2868 9'-4" CLG , — - 00 M EC H o 21068 0 8 1/2" 163 94" LG 3'-9 1/2" 3'-2 21'-0" Cl)N c i 21068 v - .... .... ... O O I N o WIC _ I GARAGE = 9'-4" CLG i� ---� L--J 9'-4" CLG N "' 160 WH 21068 BATH 1 BEDROOM 1 9'-4" CLG Q0 BEDROOM 4 I 161 � o \ 0 9'-4" CLG II 21068 21068 125 _ 101 -- = o v WIC 120 N i� 9 4 CLG o 127 co ------------ 9'-4" CLG 36"x60" 1S&1R _ N - - ..7 3010 FX 3052 SH EGRESS HB 8'- 0" H. H. 8'- 0" H.H. VERIFY AC COND LOCATION I I I I W/ SITE PLAN 31'-10" I I I 11'-4" 26'-10" 17'-8" 5-8" 5'-10 1/2" 5'-3 1 /2" 11'-4" 2'-8" 21'-6" 70, �111 70'-0" 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWE CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5-0'/4" 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 0 o APEX 0 0 R � � co J U- -i (D —i true design sWdws W tdb O q Y 9000 REGENCY SQUARE BLVD. (� SUITE 100, JACKSONVILLE, FL 32211 Q C? o o W Cn 0111HOMON' 0 "'121 p 1 '64,01 01\011-\\\\� 1111" W Wry, ro Q C1 U U z W 0 W elf 0 0 rn ti L0 O a U) W C/) W Z z W U) Uj O U) 120 W QW W O Z \ w � W 0 o Q O J W W W 0 �■,�■ �/ O V X ILL LL z This ite been electronically O signed and sealed by Jeffery P Z Arneson, PE on the date and/or time O Q stamp shown using a digital signature. Q < Printed copies of this document are not considered signed and sealed and W W O the signature must be verified by a 3rd Party Certificate Authority on any z electronic copy O 12- LL Q — Abbott Park Q oLOT 040-03-04 0 Q W U Q Z z U' PROJECT NO. W O 2023.004317 O Z DRAWN: O = EM 8 W CHKD O DO W W W a- J Q Q X �ca���errr,�r • U U) i7] No 58544 Z Q z« *" W " Z:� f Q �F ;`41 44/ h � W r��' �P,•°��� cn z fill v) Q p_ 02-15-2024 0 F- W U REVISIONS: LL � No. o. Description Date W U J — Q >- U O F- O z Z 2 0 U W X W A 1 10 a_ Q LEFT ELEVATION - B 1/8" = V-0" WHEN PRINTED ON 221Tx34" ROOF VENTILATION Area HIGH LOW VENT # VENT RATIO PROP HIGH LINEAL FT PROP LOW 2738 SF 657 in 657 in 4 144 576 160 1470.4 ,..Y P at. LE ROOF PLAN - ELEV B 1/8" = 1'-0" WHEN PRINTED ON 22"04" RIGHT ELEVATION - B 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG 9' - 4"---------- - - - - - '7771", Lj I'll El El 0 L ----------- J11 - 1 1st LEVEL FIFE 01-01, REAR ELEVATION - 6 1/8" = 1'-0" WHEN PRINTED ON 22"x34" -_1st_LEVEL_BRG 9'-4" st LEVEL FFE 01-01, L ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH -OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS- OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH RESIDENTIAL CODE R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2"x TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N-O- 261 - CV BAND - SIZE AS NOTED - 2" PROJ U-N-0- 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. 4. OF LIGHT TO BE 6'-0" A-F-F. U.N.O. IT-1-1 HEIGHT AFF HEIGHT ABV GRADE __---LDING_-----T---- 1T - 11 7/8" ----- -----�---- 18' -7 7/8" �— ----- ----- � 17' - 11 7/8" 4' ENTRY HEEL 1st LEVEL BRG _ 4„-------------- 6" 260 0 N 1st LEVEL FFE _ o„ ---- --- - FRONT ELEVATION - B 1/4" = V-0" WHEN PRINTED ON 22"x34" 3068 w/ 3010- TRANSOM ABV FYPON BKT7xl2x4 264 FYPON BKT11x20 , 4 ENTRY HEEL ---------------------------- --- 222 13' - 4" 266 4" 1st LEVEL BRG 4" 18"x62" 1st LEVEL FFE�01 0 c� O 0 CD APEX r t3 N co X CDQ M j 1 r r co ca J LL LLJ tdb -6 J \Nrue designstudios >(D Z O Y 9000 REGENCY SQUARE BLVD. Q) U SUITE 100, JACKSONVILLE, FL 32211 Q O O rrs r W 01-HOrRON' % I k\ ,�,a\ Q "AlJ' "a I > gg j, g\' �g 0441L' \ \\"\\"\- 5 s '4 . . . W � Q Cy Z W (D W ry O O O� L0 rn ~ O �/W W J Z z W W Uj O co m LU QW W < OZ \ w W o Q p JWW 0 LLJ 0 fy O i H X Z This ite been electronically O signed and sealed by Jeffery P Z Arneson, PE on the date and/or time O Q stamp shown using a digital signature. Q Printed copies of this document are W not considered signed and sealed and O the signature must be verified by a I- 0— 3rd Party Certificate Authority on any _ electronic copy O a U LL Uj Q — Abbott Park Q O U LOT 040-03-04 0 Q W U Q Z_ Z >- U PROJECT NO: w 1 2023.004317 O 1- Z DRAWN. O U EM o UJ CHKD: LO DO cn x — W W W J Q Q ;��x���r U Z_ 58544 W Q Z CK ` BST F • Lt1 z.� O d 0 ••°• ° z ttt, (/) Q 0 02-15-2024 p 1= W U REVISIONS: U- No. Description Date w U J Q } U (D U) O I— O z0 Z O = W 0 I- X A200 W Q INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL) 2x4 BLOCKING at 24" OC (AS NEEDED) METAL DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: APPLY SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 1193 FIBER CEMENT OR VINYL LAP SIDING (RE- BUILDER SPECS) INSTALLED PER RESIDENTIAL CODE AND MFR INSTALLATION INSTRUCTIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) VARIES (RE: �OF PLAN) I, I VARIES (RE: 12 ELEVATION) F 1st LEVEL TOB rIkVARIES (RE: ELEV) INSULATION PER CODE %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 A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL 0 ° MAIN FIN FLR 0'-0" �ozn '�-o— �o 0 a °° INSTALL VAPOR BARRIER INACCORDANCE WITH a a ASTM E 1643-98 III_ ° ° a° a FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION A400 SCALE: 1" = 1'-0" INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL) 2x4 BLOCKING at 24" OC (AS NEEDED) METAL DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS �." THICK STUCCO FINISH TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) E O c� o 0 N 0 LO PEX J= co X W C) I co J LL LUtrue design studlos Q J � z O Y 9000 REGENCY SQUARE BLVD. (� SUITE 100, JACKSONVILLE, FL 32211 W Q 0 o CD rss UI f_ W 04HOROMON 0 A � A A > �° �"° �� \ \ p\\a ° A\ @\\\ `\\CC \ \ J : \o \\ \o�a�\ \ m 2,a LU ry 0 0 U z LU 0 LU o 0 0 rn r` L0 >= O Q oo Uj W W z J VARIES (RE: 12 z W . ELEVATION) F U) UL] O VJ rn C)VARIES (RE: m OOF PLAN) w G W Q G z > O / O W Q Q z o r Q J W W 1st LEVEL TOB QkVARIES p W W 2 (RE: ELEV) • INSULATION PER CODE V X �< o LL %2" MINIMUM SAG RESISTANT z This been electronically O signed and sealed by Jeffery P O CEILING GYP BRD PER Arneson, PE on the date and/or time RESIDENTIAL CODE TABLE R702.3.5 Q stampshopiesof gadigital document p � Printed copies of this document are not considered signed and sealed and Ww POURED BOND BEAM 0 the signature must be verified bya D- 3rd Party Certificate Authority on any z (RE: STRUCTURAL) 0� electronic copy a O PRE CAST LINTEL U w (RE: STRUCTURAL) p Abbott Park W ry Q NOTE: RE: FLOOR PLAN (SH O U Al 10/A120) FOR WINDOW SIZE. U_ LOT 040-03-04 0 RE.- WINDOW MFR SPECS FOR Q W CODE COMPLIANCE AND z z INSTALLATION DATA — O (� PROJECT NO: FW 1/2" GYP BRD OVER OJ 2023.004317 p LL ALUMINUM FOIL INSULATION OZ DRAWN: 0 W/ 1x2 TREATED FURRING U EM o STRIPS at 24" O.C. MAX FW-- CHKD: DO 1x TREATED FURRING TYP at w w TOP & BOT OF BLOCK WALL Q Q MAIN FIN FLR 0'-0" ®®` _ _ `Ile 0 ° Q z O 44 ° w ° ° ° INSTALL VAPOR BARRIER z a IN ACCORDANCE WITH p `•• aTE OF a ASTM E 1643-98 w '•, ' •'..�" � z FOUNDATION/FOOTING VARIES a (RE: STRUCTURAL) O 02-15-2024 p TYP ONE-STORY WALL SECTION SCALE: 1" = 1'-U" w ~ REVISIONS: Ui U QNo. Description Date w � J Q >- U U � O I- O Oz z O = p U w x w A400 n Q VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING'WEAVE' METHOD. 1. EXTEND (1) FULL END SHINGLE MIN 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVE CODE APPROVED UNDERLAYMENT OVER ROOF SHTHG OVER PRE-ENG WD / \ TRUSSES (RE: STRUCT) / \ \ 24" WIDE METAL VALLEY / FLASHING OVER CODE \ APPROVED UNDERLAYMENT / VALLEY FLASHING SCALE: N.T.S. O 1. FOLD INWARD at PT. A 1. FOLD O 2CREASE at B PT. A O 2. CREASE at1. FOLD INWARD B PT. A . CREAS 3. CREASE at PT. C ®FOLD FOLD at 45° s ® ® ® © FOLD at 77° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C t�N 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE (D O BOTTOM LANGE WATER TIGHT SEAL. FOLD, DO NOT CUT i n1c—AM v WALL SHEATHING FIBER CEMENT SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP z z EXTEND 15# ROOFING FELT z UP WALL 7" MIN c\ r 5 X 5 METAL FLASHING OVER LO ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL \ INSTALL WITH ROOF CEMENT ROOFCEMENT \SHINGLE ROOFING "L" FLASHING WALL KICKOUT FLASHING SCALE: N.T.S. SCALE: N.T.S. i BLDG PAPER O\ 'QUICK FLASH" PIPE THROUGH 6" SELF ADHESI` FLASHING (INST PER MANUF. SP BLDG PAPER UNDER'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEW FOR BOX INSTALLATI WRB LAYER #1, STUC WRAP WOOD SHEATHING STEP #1 APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE STEP #3 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS CUT "X" INTO SELF- ADHERING J truedi y � —� f, MEMBRANE FLASHING Z O APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 9000 REGENCY SQUARE BLVD. (D Y C Q SUITE 100, JACKSONVILLE, FL 32211 8'1 STEP #5 ELECTRICAL RECEPTACLE I \ 2x SUB-BAN6W/1/2"X? NOTCH L @ END, WRAPPED IN PEEL & STICK \ DRIP EDGE 7//8" TEXTURED \\ FINISH @ WOOD,I � �/8„ 1/2' TEXTURED \ jl /I FINISH @ CMU WRAP\18" FROM METAL FASC)A \ CEMENT FINISH, V FRZM — al WOOD WALL \ \ EXTERIOR WALL a FRAME OR CMU) \ \ \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ BAND ONLY REMOVED FOR CLARITY \ ROOF DECK (BEYOND) �1(NOT DRIP EDGE, 1" OFF WALL INTO CEMENT FINISH) \ �7 3-COAT ------------------------- --- - PLASTER 2x6 SUB -BAND W/1"x4" NOTCH @ END, WRAPPED IN PEEL & STICK OELEVATION METAL FASCIA WRAP 1" OFF E WOOD WALL. SUB -BAND 2" OFF PRE-ENG'D TRUSS TO BE CUT @ WOOD WALL WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCIA WRAP f. 2x SUB -BAND W/1 12"x4" NOTCH @ END { SUB BAND DETAIL METAL WRAP FASCIA 2x6 SUB B< DRIP EDGE EXTERIOR WALL (FRAME OR CMU) WALL O � ' STEP #2 CD WRB LAYER #1, STUCCO WRAP 11HOMON' s APPLY 60 MIN GRADE SELF- ADHERING MEMBRANE Q.10 J�,V D' FELT OVER SELF ADHERING FLASHING FLASHING m ��`Ild OVER APPROVED W HOUSEWRAP Q� D WRB LAYER #2, C1' FORTIFIBER BLDG U) ) PAPER C) STEP #4 W W ry ELASTOMERIC o COATING OVER CD CEMENT FINISH (SEE WALL SECTION)LID � METAL LATH O v J < j U W W W Z_ z W Uj O U) m W #6 W QSTEP Q O z M 0 Q w W W Q J W o SCALE: N.T.S. W W O i X Z O This ite been electronically signed and sealed by Jeffery P Z Arneson, PE on the date and/or time O Q stamp shown using a digital signature. Q Printed copies of this document are not considered signed and sealed and W I­_O 0— the signature must be verified by a 3rd Party Certificate Authority on any Z electronic copy + + O CL + + C) ILL Abbott Park FELT PAPER O 14i DRIP EDGE (REFERENCE POINT ONLY, FOR Iji LOT 040-03-04 WALL OFF SET OF COMPONENTS Q 0 UJI METAL FLASHING, WRAPPED MIN 4" U Q ABOVE BOTTOM OF DRIP EDGE Z 2x SUB -BAND W/1/2"X? NOTCH @ — END, WRAPPED IN PEEL & STICK >- PROJECT NO U "ROOF CEMENT @ ROOF W EDGE OMITTED FOR _j 2023.004317 CLARITY OILL SUB BAND DETAIL Cad WALL Z DRAWN: O EM 0 0 U 0 W CHKD: �± DO cry a-- X — ��trtztt��i�� U +++ +++++ + WALL KICK -OUT FLASHING �- ..�� '\ +' (DZ + ++++++++++ / J FELT PAPER m @. 58544 + + + + DRIP EDGE + + + + + + / , / (REFERENCE POINT ONLY, FOR z k i WALL OFF SET OF COMPONENTS -0 METAL FLASHING, WRAPPED MIN 4" O � (`jg'• TE E '441 ' ABOVE BOTTOM OF DRIP EDGE LU �,t,''r ^ ;•' 1' U)2x SUB -BAND W/1/2"x? NOTCH @ END, `> *z � 71$" TEXTURED FINISH @ WOOD WRAPPED IN PEEL &STICK Z METAL LATH ROOF CEMENT @ ROOF U) Q EDGE OMITTED FOR Z) WOOD SHEATHING CLARITY O 02-15-2024 p WRB LAYER#1, STUCCO WRAP SUB BAND DETAIL Q—) WALL W/ KICK -OUT U U WRB LAYER #2, REVISIONS: W FORTIFIBER BUILDING LL 2 PAPER Q No. Description Date I—ROOFING CEMENT W J DRIP EDGE Q METAL KICK OUT 0 (n 0 O O Z Z _ 0 U W SCALE- N.T.S. x W A500 n Q OAL P i O AFIL lk Ar 0 CVN IL LO 0p j (D 0) r N 0 cY) J IL LLJ t J tme desiqn 4tu asks Z O 9000 REGENCY SQUARE BLVD. (� SUITE 100, JACKSONVILLE, FL 32211 Q 0 O OCY s 1 W 01-HORTON \ \ 1 ELECTRIC METER 0 \ ELECTRIC METER �� FIELD VERIFY LOCATION �� \ FIELD VERIFY m \\�,p\\\\\ ° ?°\\ \\� ' \ R"\ a\\ LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) PRE -FORMED CONTROL 5/8" CEMENT PLASTER LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC LU JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE METER Q •• FLASHING CENTERED UNDER • CAVITY TO BE FILLED �'J •—+�� _�� CONTROL JOINT (CLEAN WITH RIGID POLYMERIC 0 • MASONRY BEFORE APPLYING) • � ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR U SIMILAR) Z ,. W , / • APPLY A SILICON BASE U' STUCCO FINISH SEALANT AT POINT THAT W —7— — ELEC WIRE PENETRATES 5/8" CEMENT PLASTER / 6" SELF ADHESIVE O O 12" WIDE SELF-ADHESIVE OVER TOP & SIDES (D FLASHING CENTERED UNDER CONTROL JOINT (CLEAN \ SELF FLASHING • MASONRY BEFORE APPLYING) / UNIT ti PROVIDE STUCCO _ I SCRATCH COAT LARGER O PRE -FORMED CONTROL THAN THE ELECTRIC Z W JOINT W/ STRIP LATH _ •. ;�. — • PREMANUF. METER CAN OR METER (n M • ' \ DRYER VENT CAP CAN COMBO OR METER (� W ' ry (SET IN CONT. AREA TO RECEIVE CAN AND DISCONNECT W W — / SEALANT) STUCCO SCRATCH COAT Z 8" CMU,. SEALANT at & 1 COAT OF PAINT W/ W I rn • TOP & SIDES BACK -ROLL PRIOR TO Uj O U) ELECTRIC METER m INSTALLATION LU Q • W Z O > Q CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT BLOCK ELECTRICAL CONDUIT PENETRATION w m W o (BLOCK) SCALE: N.T.S. Q J W W SCALE: N.T.S. SCALE: N.T.S. SCALE- N.T.S. o W W 2 �/ O _j X LL WOOD CONST BEYOND Z This <t,been electronically FIBER CEMENT OR VINYL LAP SIDING O signed and sealed by Jeffery P Z (RE: BUILDER SPECS) INSTALLED PER Arneson, PE on the date and/or time O WOOD SHEATHING RESIDENTIAL CODE AND MFR Q stamp shown using a digital signature. Q WEATHER RESISTIVE: Printed copies of this document are 6" SELF -ADHERING FINISH COATING OVER PRIMED INSTALLATION INSTRUCTIONS � not considered signed and sealed and FLASHING BARRIER #1 O the signature must be verified b a - THREE COAT STUCCO FINISH g y EXTEND HOUSEWRAP W 3rd Part Certificate Authorit on an Z (7/8" NOM) OVER GALV MTL LATH OVER NAILING FLANGE y y y WEATHER RESISTIVE �� WEATHER RESISTIVE WD SHEATHING OVER 15# FELT OVER APPROVED electronic copy BARRIER #1 BARRIER #2 - O VINYL ANGLED Q \ (RE: STRUCT)! HOUSEWRAP WD SHEATHING C) ILL CASING BEAD WEATHER RESISTIVE (D \ \ 5/16" X 7 1/4" LAP ' (RE: STRUCT) _ Q (AM66-ANGLED-1250) BARRIER #2 FASTEN TO WD STRUCTURAL in W \ SIDING W/ 6 REVEAL MEMBER at 7" O.C. MAX _ MTL DRIP FLASHING W/ Abbott Park Q 2 1/2" STARTER STRIP 7a' TO �8" MID -WALL _ HEMMED EDGE SET IN CONT O121� C) a l WEEP SCREED BEAD OF SEALANT CORNER BEAD / DO NOT CAULK OR ;' �— TRIM (RE: ELEVATION) � LOT 040-03-04 8" CMU (FASTENER & 6" SELF -ADHERING SEAL OPENING _ z_ iZ Q o z SPACING at 7"O.C.) FLASHING �' N ¢ EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER ~ } c\ GALV'D METAL • U Q `•—!• a GALV'D METAL "Z" • WINDOW FLANGE SET IN CONT Z Z (n u. x w N "Z" FLASHING FLASHING BEAD OF SEALANT U 6" WIDE STRIP SELF ADHESIVE W E 0 w FLASHING, CLEAN MASONRY } > _ DO NOT CAULK OR 1 1/4" X 6" SIMULATED BEFORE APPLYING VINYL FLANGE CASING BEAD (� PROJECT No: SEAL OPENING INSTALLED PER MFR O W WOOD TRIM MEMBER Q / 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) J 2023.004317 O LL / STUCCO TEXTURED PER COMMUNITY 1/2" MIN STUCCO FINISH Z DRAWN: CMU 1 1/4" X 6" SIMULATED (MIN) VINYL CASING WOOD TRIM MEMBER a CASING BEAD SPECIFICATIONS TEXTURED PER COMMUNITY = EM -0- SPECIFICATIONS U O W CHKD lid ' BEAD (AM66-1250) 1/2" (MIN) STUCCO FINISH f DO (n 1/2" (MIN) TEXTURED TEXTURED PER COMMUNITY SEAL GAP W/ CAULKING I'_ FINISH at MASONRY SPECIFICATIONS OR APPROVED SEALANT /, / SIDING W LU STUCCO CASING BEAD // STUCCO Q Q ;lNN/llpdf U RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) Q % .._ . �<Z ,*� co SCALE: N.T.S. 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FRAME TO BLOCK SCALE: N.T.S. .°` \°'°`ek � z SCALE: N.T.S. m o 58544 ry Tr E;/ E44/ .� C� SELF ADHESIVE -OR- FLUID z ��''� �� • .,.���� Z CMU WALL W/ CMU WALL W/ t 1/2" (MIN) STUCCO APPLIED PAN FLASHING (CLEAN CMU LINTEL 1/2" (MIN) STUCCO FINISH (MIN) STUCCO FINISH (� Q FINISH TEXTURED MASONRY BEFORE APPLYING) ( E: STRUCTURAL) (RE: STRUCTURAL) PER COMMUNITY EXTEND UP AT JAMBS (4" MIN) y2" GYP BIRD OVER 1�' GYP BRD OVER 02-15-2024 p (RE STRUCTURAL) R ti GYP BRD OVER SPECIFICATIONS 12" GYP BRD OVER PRE SHAPED STUCCO BAND z PRE -SHAPED STUCCO BAND 1x2 TREATED 1x2 TREATED W 1x2 TREATED W/ SLP TOP INSTALLED PER 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS FURRING STRIPS FURRING STRIPS MFR WRITTEN SPECS (RE: FURRING STRIPS WRITTEN SPECS (RE: ELEV) CONTINUOUS BEAD CONTINUOUS BEAD U REVISIONS: _ at CMU WALL (TYP) ELEV) at CMU WALL (TYP) PRECAST CONCRETE SILL at CMU WALL (TYP) at CMU WALL (TYP) FLANGE CASING OF SEALANT OF SEALANT _ BEAD SELF ADHESIVE -OR- FLUID WOOD BLOCKIN SELF ADHESIVE OR FLUID "BACKER ROD W/SEALANT PT 1x4 ILL APPLIED FLASHING (CLEAN APPLIED FLASHING (CLEAN s PT 1x4 SELF ADHESIVE -OR- SELF ADHESIVE -OR- Q No. Description Date W MASONRY BEFORE APPLYING) MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD FLUID APPLIED PT 2x4 FRAME FLUID APPLIED ti " GYP BIRD OVER INSTALLED PER MFR PT 2x4 FRAME ANCHOR FLASHING (CLEAN ANCHOR FLASHING (CLEAN J PT 1x WOOD BUCK VINYL FLANGE CASING BEAD PT 1x WOOD BUCK VINYL FLANGE CASING BEAD 1x2 TREATED WRITTEN SPECS (TYP) SHIM AS NEEDED MASONRY BEFORE MASONRY BEFORE Q SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFRFURRING IPSgpp�Y NG SHIM AS NEEDED qp LY NG WRITTEN SPECS (TYP) WRITTEN SPECS (TYP) at CMU WALL(TYP) CMU STEM WALL W/ METALI DOOR FRAME MEPTALI DOOR FRAME O §8" STUCCO FINISH BACKER ROD W/ SEALANT 48" BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR O O INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR Z U 0 CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CMU W SCALE: N.T.S. SCALE: 1 1/2" = 1'-0" SCALE- 1 1/2" = 1'-0" SCALE: 112" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE. 1 y2" = 1'-0" W A50 1 n Q CD a VERIFY AC CON LOCATION W/ SITE PLAN PANEL 1 ING: 150 1,11_ MIN AIC R.ATI#' G' 2`2 A0 0 I PANEL R.>'�TSEFN'I SE: 1.20 240V, 10 T.,14 MOUNTItIG: SURFACE ATER HE.4,TER F 2 30 1 A "Irk 1 1 R, .'kPPLIAN'C_E GR ;. P 4 2'0 1 Q APPLIANCE GFI SY; 1 CONDENSING UNITI1 231J T ` A n 20 1 L,R GREAT R O I F B S 20 1 L,R DINING YS. 1 .AHU Is1 ,, 210 0 ,A 10 20 1 L,R BED 2 11 8 12 20 1 L,R, BED DRYER F 2 30 13 A 14 20 1 L,R. BED 1 E B 16 1 0 1 L,R. C VNERS C' EWRANGE F 2' 40 1' A 10 20 1 L,R G:ARAC.E:EXTERIOR 1`9 B 20 20 1 SPARE REFRIGERATOR F 1 20 21 A 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 BZ 24 20 1 - SPARE DISHAfASHERID ISPOSAL F 1 20 ; A 26 20 1 - SPARE NIICRi.>>i'a' V&'H0GD F 1 20 27 EP 213 :20 1 - SPARE L :LINDRY R 1 1 20 2.9 1 .4, 1 30 1 20 1 - SPARE 1st LEVEL ELECTRICAL PLAN 1/4" = V-011 WHEN PRINTED ON 22"x3411 ELECTRICAL LOAD CALCULATIONS LOADDESCRIPTIONIPTIC}N CONNECTED LOAD (VAJ DEMAND FACTOR FINAL LOAD l A� GENERAL LIGHTING rS Vkf72 r 61,02 S[AALL. APPLIANCE 1500 - SMALL APPLIANCE 11500 - - LAUNDRY CIRCUIT 1500 - - DISH'VVASHER. 1500 - - %,'d1ASTE DISPOSAL 800 - WATER HEATER 4500 - - 0VEN1,1RANG 14900 - - NIICROWAVEIIHOOD 1 GGO - REFRI'DGEPLATOR 800 GARAGE DOOR OPENER 600 DRYER. 5400 - - GENERALLOAD 10000 100% 10000 GENERAL LOAD 30102 40% 12040.8 HEATING,AC (2.5 TONS + 3 k%,Nl°I 6434 100% 0454 TOTALS 46540 28479 1201240VSERVICE/FEEDER LOAD (A) 119 MAIN BREAKER (A) 10 WP GFI �\ VERIFY AC COND LOCATION \, W/ SITE PLAN 1 11 1 I i i I I I I 1 1 I I 11 / ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME GARAGE DOOR 4-WAY SWITCH BUTTON ,4 D DIMMER SWITCH SWITCHED OUTLET 220 VOLT OUTLET GFCI DUPLEX OUTLET GF DUPLEX OUTLET G CEILING OUTLET AFCI DUPLEX OUTLET FLOOR OUTLET AFILR F8 8 8 JUNCTION BOX IRRIGATION OUTLET JB IRR OS SMOKE DETECTOR OD DIRECT WIRE (PER MFR SPECS) © CARBON MONOXIDE © CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET ❑J QUICK DISCONNECT PH TELEPHONE OUTLET A NETWORK OUTLET 1�7 SERVICE METER/ PANEL SERVICE PANEL M DISCONNECT m GARBAGE DISPOSAL ® UNDER CABINET LIGHT WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT STAIR LIGHT ® BATH FAN & LIGHT BATH FAN - VENT TO EXT COMBO - VENT TO EXT PULL CHAIN LIGHT -0- KEYLESS LIGHT FLUSH MOUNT LIGHT OHANGING HANGING LIGHT RECESSED EYEBALL 41L PRE -WIRE FOR LIGHT "'HANGING HANGING LIGHT RECESSED LIGHT ¢ MINIATURE PUCK MINI LIGHT - ' LED DOWNLIGHT HANGING PENDANT PNDT LIGHT FLUORESCENT LIGHT �FIR FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN J' `J LIGHTED ;? PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT ' J ROUGH -IN ALL RECEPTACLE SPACING, LOCATIONS, AND QUANTITIES TO BE IN ACCORDANCE WITH CURRENT PRESIDING ELECTRICAL CODE WP = WEATHER PROOF VP = VAPOR PROOF 0 c� CD O 0 APEX c3 co -t Q 0 M � Y r— M tds J LL W J N _j true design studio5 O Y 9000 REGENCY SQUARE BLVD. U SUITE 100, JACKSONVILLE, FL 32211 Q 0 CD O n W Ulu an 00 WWOMDN" ,\.N "Wall�� W Qtt O } N U Z W W ry 0 0 CD rn ti >= � I 0 ' O W W W _I z z W LLB O m v� aW Z W W \ p O � o w W 0 W W ry O X LL LL z This ite been electronically O signed and sealed by Jeffery P z F_ Arneson, PE on the date and/or time O Q stamp shown using a digital signature. Q Printed copies of this document are W not considered signed and sealed and O the signature must be verified by a z Q— 3rd Party Certificate Authority on any ry electronic copy O a Q L1_ Abbott Park Q O U U_ LOT 040-03-04 0 Q W _z z (� PROJECT NO: W 0 2023.004317 LL Z DRAWN: 0 = EM o U o UJCHKD: � x DO � W W W J Q Q ��,jx111r�xl`� U 0 No 53544 Z * * +* �`�� a �a,p S' : E, F 'F o O '> Q s�®rS®t` z Z f irt1��i� J _p 02-15-2024 p I— W U REVISIONS: Q No. Description Date F__ w (n _j Q 0 0 O z z 0 _ 0 U W I— X W El 00 W Q 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 LOADINGS...............................................Ca 1.60 ASCE 7 3S GUST.......................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY.................................0 BUILDING CATEGORY....................................11 ENCLOSURE CLASSIFICATION .....................ENCLOSED INTERNAL PRESSURE COEFF......................0 18 C&C DESIGN PRESSURES.............................SEE TABLE 1) FLOOR LOADING..............................................Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR LOADING ............................. Cd = 1.00 GAME ROOM2 LIVE LOAD .............................. 60 PSF BALCONY/DECK LIVE LOAD ........................... 40 PSF DEFLECTION CRITERIA LL / 240 ROOF TRUSSES..............................................TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL/240 WOOD I JOISTS .............................................. TL MAX''/2" LL / 360 BEAMS'............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED%4' DEFLECTION 2. MAX 16" O.C. FLOOR TRUSS SPACING BELOW GAME ROOM 3. ROOF TRUSS WIND DESIGN METHOD SHALL BE MWFRS (DIRECTIONAL -OR- ALL HEIGHT) C-C HYBRID TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS (NOTE 1) EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 SOFFIT MAX PRESSURE (psf) +28.6 -38.3 (NOTE 2) PRESSURE(PSF) 1-STORY PRESSURE(PSF) 2-STORY 8 FT +22.8/-26.9 +25.4/-29.9 10 FT +22.5/-26.0 +25.0/-28.9 16 FT +21.7/-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 MAY BE 6-8" OR HIGHER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2, 3, 4 N(1TFC 3 d 00 STUCCO AND DIRECTLY MIN 1%2' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICALLY OR C/16' 24/16 w = ADHERED STONE INSTALLED HORIZONTALLY)W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ F- N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDEDAT UNSUPPORTED PANEL EDGES. wQ tL� o7 Q ZZ C) - ALL OTHER VENEER MIN 24/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICAL OR HORIZONTAL �s (NOTE 8) W/ 8d COMMON:6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y 0 rn TILE AND METAL ROOF MIN 1V32" 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 p = 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). LL 0 w � MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION O = OZ 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: 2%32' T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD (UNBLOCKED PANEL EDGES, UNO). MIN 3/" 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 MI_W2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1%" COOLER NAIL OR NO.6 x 1'/" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD UNBLOCKED PANEL EDGES, UNO). NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN'Y32' CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAR-IRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1V32' 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE%6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS 7. 1%32' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW,1Y32' APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7 WIND LOADS IN ACCORDANCE WITH FRC R301.2.1.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER 11 DIAMETER LENGTH 8d COMMON 0.131" 2-'/2" RSRS-01 0.113" 2-%" RSRS-03 0.131" 2-Y2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-%" 16d SINKER 0.148" 3_%11 16d COMMON 0.162" 3-'/2" PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL STAINLESS CONNECTORS AND SODIUM BORATE (NOTE 1) 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 10d NAILS UNLESS OTHERWISE SPECIFIED. 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 CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY 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. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4 & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL F7USP ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)%X 1 M!" SDS SCREWS (8)'W' x 1%" WS15-GC DTT2Z IN STUD''/2" 0 X 4'/2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 0 x 4%" EMBED EPDXY CS16 EACH END RS150 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18) 0.162" x 2'/2" IN (18) 0.162" x 2'/2" IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 '/2" MTW12 (7) 10d x 1 1/2"(NOTE 2) �8" 0 x 6" EMBED ANCHOR �8" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2'/2" IN (26) 0.162" x 2'/2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) 48" 0 x 6" EMBED ANCHOR §8" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS IN STUD GROUP PHD8 GROUP 7/8" 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7/8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 '/2" IN TRUSS (7) 10d x 1 '/2" IN TRUSS (7) 10d COMMON IN WOOD FRAMING (7) 10d COMMON IN WOOD FRAMING META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 (4) W' x 2'/4' TITEN MSTAM36 (5)'/4' x 2'/4' TAPCON IN GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY (8)10dx1''/2"IN TRUSS (9)10dx1'/2"IN TRUSS (11)10dx1'/2"IN TRUSS/RAFTER (11)10dx1'/2"IN TRUSS/RAFTER META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 (11) 10d x 1 ''/2" IN HTW20 (11) 10d x 1 /2" IN GROUTED BLOCK WALL GROUTED BLOCK WALL STUD STUD (10) 10d x 1 '/2" IN (8) 10d x 1'/2" IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) %" 0 x 7" EMBED EPDXY 48" 0 x 7" EMBED EPDXY (4) 14" x 2 ti4" TITEN (4) Y4' x 3" WEDGE BOLT IN MASONRY OR EQUIVALENT IN STU (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2" IN (5) 8d x 1'/2" IN ABU66 §8" 0 x 7' EMBED EPDXY PAU66 %8 0 x 7' EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1'/2" IN RT7AT (5) 8d x 1 /2 IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, HUC48, (14) 16d COMMON IN HD48, HD481F, (14) 16d COMMON IN (5) 10d x 1'/2" IN TRUSS (5) 10d x 1'/2" IN TRUSS HU28-2, HEADER HD28-2, HEADER H8 (5) 10d x 1Y2" IN RT8A (5) 10d x 1Y2" IN HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER 1/;" 'W LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) x 2 TITEN (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS 1/4' x 2'/2" (1 (12) WS25 '/<" x 2 Y2" (4)'/d' x 1 '/2" SDS SCREW (4) W x 1'/2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS SDWC14500, SDWC15600 NO MITEK EQUIVALENT IN TOP PLATE IN TOP PLATE (4) SDS %" x 1 'Y2" SCREWS (4)'/4' x 1'/2" WS15 SCREWS (14) 10d COMMON IN (14) 10d COMMON IN HGAM10KT IN TRUSS/RAFTER 3 HGAM10KT IN TRUSS/ RAFTER (4) Y4' x 13/ WEDGE BOLT MSTCM40 WOOD FRAMING MSTCM40 WOOD FRAMING (4) /4' x 2/4" TITEN SCREWS OR EQUIVALENT IN (10) %"x 2 Y4' TITEN (10) Y4' x 2 %" TAPCON IN IN MASONRY MASONRY SCREWS IN MASONRY MASONRY (9) 10d x 1 12" IN (9) 10d x 1 k" IN (26) 10d COMMON IN (26) 10d COMMON IN H10A TRUSS & (9) 10d x 1 12" RT16A TRUSS & (9) 10d x 1 tie" MSTCM60 WOOD FRAMING MSTCM60 WOOD FRAMING IN TOP PLATE IN TOP PLATE (14)'Y." x 2 W TITEN (14) Y4' x 2 Y," TAPCON IN SCREWS IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. CONCRETE �+ AND FOUNDATION NOTES 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. 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 5. POSITIVE PLACEMENT GUN NAILS, 2'/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP24" LONG #4 BAR IS RECOMMENDED TO BE 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES INSTALLED AT ALL REENTRANT CORNERS. ''Y." 0 x 2 3/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF W, 0 x 1 3/4" TITENS ILO 16d. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWFFIBER LENGTHS SHALL BE TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE MASONRY NOTES CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 1. ALL MASONRY UNITS SHALL MEET ASTM C90 STANDARD WITH fm = 2,000 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN M OR S MORTAR OVER FULL BED. ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. 2, SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR TYPE HORIZONTAL JOINT REINFORCEMENT CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 3. ALL GROUT TO BE MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fc = 3,000 PSI. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH 6 R BA 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS PREVENTION SUBTERRANEAN TERMITES. 6. VERTICAL REINFORCING TO HAVE 1U STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10' STANDARD HOOK INTO FOOTING 9. OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER V 7 PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. OF RECORD IF THIS CONDITION EXISTS. F RECORD 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11, DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. w N� LEGEND oU- OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL 0 FOR ENGINEER OF RECORD 0 EW EACH WAY OSB ORIENTED STRAND BOARD CD 0 WSP WOOD STRUCTURAL PANEL CD 0 SYP SOUTHERN YELLOW PINE A P EAft&'w SPF SPRUCE -PINE -FUR CONT CONTINUOUS N O.C. ON CENTER C� x LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 13/4" WIDE, UNO. d' (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 13/4" BEAM) 0 LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 13/a" WIDE ' PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3'/2" WIDE, UNO. `- SYS 42 PROPERLY RATED OPEN WEB HEADER N �� co INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS J OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS LL INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM t d (D BOTTOM PLATE ANCHORAGE IS'/2" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR J true design studios SW SPECIFICATIONS) Z STRUCTURAL WOOD BEAM O Y 9000 REGENCY SQUARE BLVD. (D STUD COLUMN KEYNOTE (� SUITE 100, JACKSONVILLE, FL 32211 NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. < *0 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS O t 2 2 STUDS U) w �o 2 ANCHOR TO MATCH WALL FRAMING SIZE AND GRADE, UNO. T_ ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 11HOMN' BOTTOM OF STUD COLUMN CONNECTION If 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN ` �° go � � \\ 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL > J �� . " °\�\ ��` L \ ao y � Y y\ ,g1M,"„` �Iw COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. m \\a� a `�s % "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN ` W NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 0 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD U 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION Z 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP LLI 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD W GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. L NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP CD O NON -BEARING HEADER FRAMING KEYNOTE CD NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING ti HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE OZ LLI (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING 0 U) M W NUMBER OF JACK STUDS EACH SIDE OF OPENING W z Z w DEPTH OF LOAD -BEARING #2 SYP HEADER U)Uj O ^ NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE W Q (2) 9 YZ' LSL- 1 NUMBER OF KING STUDS EACH SIDE OF OPENING W Z \ O NUMBER OF JACK STUDS EACH SIDE OF OPENING C� J Q Q HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) W 0 DEPTH OF LOAD -BEARING EWP HEADER Q W NUMBER OF PLIES IN HEADER (1 3/" WIDE UNO) W �■ HEADER FRAMING O �■ x x _1 ILL _ 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 80.C. Z z STAGGERED. 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN O This ite been electronically signed and sealed by Davor Bozic, PE on the date and/or time stamp Z O EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. Q shown using a digital signature. Q 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. < Printed copies of this document are W 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. O not considered signed and sealed and the signature must be verified F - 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. � by a 3rd Party Certificate Authority Z 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE ry on any electronic copy CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST O W FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. U LL. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: Abbott Park � • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 Q •SPHw/(12)10dx1-'/2"@16"O.C.OR O U • DSP w/ (14) 10d x 1-Y2" @ 16" O.C. OR LL LOT 040-03-04 0 • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-1/2" (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. 9. IN ANY LOCATION WHERE A 2x BEAM OR HEADER IS PROVIDED, IT IS ACCEPTABLE TO USE AN ENGINEERED U Q LVL BEAM OR HEADER OF EQUIVALENT SIZE. Z Z iD FRAMING NOTES PROJECT NO Z;5 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. 0 2023.004317 W ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN 0 A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z DRAWN: O ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S = EM o SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U O 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY W I ­_ CHKD: DO U-) SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. U) 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W TABLE 2304.10.1 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. Q Q 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X ,`��►���i������ ��i� U U) UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q �0 FOR BQ SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) TOE NAILS OR COMMON END NAILS. ��� OP.•'"••"'•�/C - U 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d (2)16d m�•• , Z 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. . •'. o,/ 98 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 0.. W * .� * -_ THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. Z - Q 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD -p ' > STATE OF ' 41J r) O •�S�00 '•0R�••' Z cA Q 0 02-15-2024 p �- W U REVISIONS: Uj QNo. Description Date Ui U J Q >- U 0 O I- J O ZZ Z O U W X W ST=1 In Q CMUIMETAL CONNECTOR ENGINEERING co rn M P4 Ike SANITARY ISOMETRIC - LH. /T -s-7 70'-0" 1'-4" 8'-0" 59'-101, 0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 111KIA r 00 CD N 2020 V1.0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" 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 1/2 & 5/7). • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-21D. 0 CD O APEX 0 co O M M of\N M J LL soft tdb LLI true design studios -6 Z O FOUNDATION KEYNOTES:DC1 Y 9000 REGENCY SQUARE BLVD. (� SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Q raj �3 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX p o EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN LLJ 16"SQx12" DEEP FTG 24"SQx20" DEEP FTG w/ (3) #4 EW ~ ' 1'r 30"SQx20" DEEP FTG 36"SQx20" DEEP FTG p , ; w/ (4) #4 EW w/ (4) #4 EW �. �. tv G 48"SQx24" DEEP FTG H #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY m w 0`' w/ (5) #4 EW, T&B - NOTES ON ST-1 Q ,� 1 1/2" SLAB EXTENSION AT FULL ROUGH OPENING WIDTH Z w (D w CD O "NOTE TO CONTRACTOR`*' CD DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET IUD BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. O a V Z W w J z Z W m LLJ O cry w w < O Z Z � � 0 Q it w J W o 0 o W W O 41* r X LL -10♦ H z This ite been electronically O signed and sealed by Davor Bozic, PE Z 1— on the date and/or time stamp O Q shown using a digital signature. 0 Printed copies of this document are w not considered signed and sealed O and the signature must be verified I--- 0— by a 3rd Party Certificate Authority Z on any electronic copy O O n U LL Q — Abbott Park Q O U � LOT 040-03-04 0 Q w C) a Z Z >_ 0 (D PROJECT NO U w 1 2023.004317 0 O LL Z DRAWN: 0 U EM o w CHKD LO DO v� X — w w a J Q Q U) m o�\CE•NS�� z 0 00 w _*• '*= Q Z = * = _:x_ : 3 ' STATE OF ' 4Z/ O441 •� . Q i * .... -, 0 N A1, �`Z Z � u) Q p ry 02-15-2024 0 1= w U REVISIONS: Q No. Description Date ~ w (n J _ Q >- U (D O J 0 O Z Z 0 = 0 U w X ST=2 W CMUIMETAL CONNECTOR ENGINEERING¢ EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/s" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. 4 EXISTING FOUNDATION. • D_ 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES F O EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL �p WHERE NEEDED MIN. 3" EDGE DISTANCE t STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ ° p - — — -- -� ° p (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. EXISTING FOUNDATION ID D 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 CONCRETE SLAB W/ jh 6x6 W1.4 x W1.4 WWF 0'-0" A.F.F. SEE ARCH OR FIBER MESH -- — — (MAX 20" 8" CMU CHAIR DEEP) TOP OF SLAB oL BLOCK W/ (1) #4 OR #5 CONT. /r / ° ° 4 — — — — W \ 4„ z U V /v\OVA \xAri /VA% Q Q o 4" EXTENSION VAPOR BARRIER /\\//\\/ ~ UNDER BRICK VENEER //\// � o X VAPOR BARRIER 12" UNDER 1 STORY WALL #4 OR #5 VERT REINFORCING \ UP TO 3 COURSES: 72" O.C. 16" UNDER 2 STORY WALL 4 TO 5 COURSES: 48" O.C. j\/ D L BEARING CURB STEP SECTION �\�/ •� � //\% ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 //�\ j '\ #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMEN 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CONCRETE SLAB w/ 6x6 CAST -IN -PLACE FOOTING SPECS W1.4 x W1.4 WWF OR 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 \\ COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS VAPOR BARRIER MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 16" 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. BEARING WALL FOOTING SECTION "" r US BAR AS LAP AS SHOWN 0 DEGREE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL. MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE I 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4 OR #5 REINFORCING PER MONOLITHIC FOOTING SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL r/\\r/\\r/\\r/\\r/\\r/\\r/\\/ \'/\r/fir/`' //�//\ \\/�\'�\ /\\//\\/r\\��\, -• STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE LU U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 E v J (1) #4 OR #5 WWF OR FIBERMESH > w w CONT W W W — — — Cl) FINISH O GRADE j\x/ X Q ' #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72 O.C. 4 TO 5 COURSES: 48" O.C.fo FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #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 (tSJTEMWALL CURB SECTION. 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. W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90' BEND @ 48" O.C. 36" MAX VARIES PER — — —°— °— 36" MAX —\ARCH PLANS ° � �A/VA VA /\/VA/7 " MI�` ° ° '� VAPOR BARRIER 12MIN FOOTING TO BEAR ON FIRM / /� / / a • UNDISTURBED SOIL 6" OPT. EXTENSION b IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL W/ (2 ADDITIONAL NO, 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3 #4 OR (2) #5 CONT (� MONOLOTHICFOOTINGSECTION- 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 Z) CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") v W1.4 x W1.4 WWF OR d FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" 6, 0 — ALL OTHER EXTERIOR WALL N CLADDING - MIN 8", U. N.O. ON ARCH CD gD VAPOR BARRIER \�\\ \/\/\ 0 \/ o 12" MIN \\/\\/\\/\\ PEX co a) FOOTING TO BEAR ON 00 6 OPT. EXTENSION IN BRICK 0 FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL � 12" UNDER 1 STORY WALL w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 M BAR IN BRICK LEDGE J 16" UNDER 2 STORY WALL w/ LL (2) #5 OR (3) #4 CONTINUOUS LLj J J true design studios j 1 MONOLITHIC FOOTING SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Y 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Q O PER 3'-0" HORIZONTALLYO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 O C (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR LU FIBERMESH U) � — — — — — — ° 01HOMON Q \ I \ ��� \ \o p W 16" — VAPOR BARRIER Q 0 3 BEARING WALL FOOTING SECTION >- � U Z W C� CONCRETE SLAB W/ 6x6 LU W1.4 x W1.4 WWF OR � FIBERMESH CD 0'-0" A.F.F. SEE ARCH G) a a \° DETAILS >= 8" MIN ti ' ° a vJ z W 8"x8" THICKENED g" U) FTG AT 0 STEP-DOWN, SEE VAPOR BARRIER W PLAN Z LLJ CURB STEP SECTION m Uj O 0 - W 8" UNDER MASONRY WALL W < O Z ` CONCRETE SLAB W/ 6" UNDER WOOD WALL W M >� Q QQ 6x6 W1.4 x W1.4 WWF W 1 OR FIBERMESH VARIE ° SEE ARCH Q p J W a ° ° (MAX 16") — W LI VAPOR BARRIER °a O � � T j\/\/\ -, LL x I 12" M I N A\\/\\/\\/\\/\� W / Z This < been electronically O signed and sealed by Davor Bozic, PE Z • on the date and/or time stamp O Q shown using a digital signature. Q / � Printed copies of this document are W 6" OPT. EXTENSION IN BRICK not considered signed and sealed LOCATIONS ON FND PLAN O and the signature must be verified 0— by a 3rd Party Certificate Authority Z INDER 1 STORY WALL w/ O on any electronic copy � i OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0- BAR IN BRICK LEDGE Q LL INDER 2 STORY WALL w/ i OR (3) #4 CONTINUOUS Abbott Park J Q 5 GARAGE EXT LL CURB SECTION CONTACT FOR PRIO���A O CONSTRUCTION IF ANY OF THE LL- LOT 040-03-04 0 FOLLOWING OCCUR: Q W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" - H • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — PER 3'-0" HORIZONTALLTO PREVENT EROSION OF SOIL. PROJECT NO: W CONCRETE SLAB W/ 6x6 2023.004317 W1.4 x W1.4 WWF OR O LL FIBERMESH Z DRAWN: 0 0 A.F.F. SEE ARCH = EM o °—a G — — - — (MAX 20" W CHKD: � \\ \\ \\ a I` - ° DEEP) H- DO co r\A\\�\\�\\ a a W W / •° 4 W J 4" EXTENSION X `,►►►II��I�i U UNDER BRICK VENEER �QR BO i�, U) 12" UNDER 1 STORY WALL } �� .• �G E N (D w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER 03 •• \' Z o. 9800 16" UNDER 2 STORY WALL WW * * * =_ Q w/ (3) #4 OR (2) #5 CONT Z 'fl . - 12� BEARING CURB STEP SECTION p �'•• STATE OF :��/ 6LL1 U) z ��'5'', N A. ►0 %%N z TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS --- IL HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS W Q p_ 02-15-2024 W U REVISIONS: Llj Q No. Description Date w C/) J >- U O �- O z = O U W x W ST=2.D W' CMU/METAL CONNECTOR ENGINEERING¢ v 0 d' s M T-0" 4'-0" T-6" M- : NMI •: T-0" L T-0" L 6'-8" L 6'-8" L 6'-8" L 6'-8" L 6-0" 1 54" L 4'-8" L 6'-8" I. 6'-8" L T-0" L 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 81.1 LINTELS MAY BE FILLED OR UNFILLED. • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS6'-8" O.C., U.N.O • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN E INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED ro NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 LINTEL SCHEDULE LINTEL NO. CLEAR SPAN I LINTEL DESCRIPTION COMMENTS U > 0 (V 0 O N O CD APEX N r N �} O O� r N co J LL W _j true design �,AWios _j a) O b 9000 REGENCY SQUARE BLVD. a) Y () SUITE 100, JACKSONVILLE, FL 32211 a 0 O O 3 LU W 04film'HO&M ON' am W Q 0 W U Z LU U` LU W' O O O ti V• ~ V ) O w - C/) 0. III z Z w `) LU O U) W p �- w < O > o Q Z m w Q p w w w w r O X LL � LL Z r This ite been electronically O signed and sealed by Davor Bozic, PE Z on the date and/or time stamp O Q shown using a digital signature. Q 0� Printed copies of this document are w not considered signed and sealed O and the signature must be verified Z a by a 3rd Party Certificate Authority !Y on any electronic copy Ii O w U LL Q Abbott Park Q O U U_ LOT 040-03-04 0 Q w z z v PROJECT NO: w j 2023.004317 0 O LL z O L-1 16-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 T-0" 8 U 8 L-3 2'-0" 8 U 8 L-4 6-0" 8 F-16 L-5 8'-0" 8F-16 8080 SGD/ REAR PORCH L-6 9'-0" 8F-16 REAR PORCH L-7 11'-8" 8F-16 REAR PORCH L-8 4'-8" 8F-12 FRONT PORCH (ELEV A) L-9 4'-8" 8F-16 FRONT PORCH (ELEV B,E,F) DRAWN U EM o LLI CHKD U') DO cn X w w 11 J Q U R' BO��C � } G N CD 80 = O STA-(E OF ' �/ Q i�'��S'0 N A� ��z Z (n Q p 02-15-2024 p I= w _v REVISIONS: w No. Description Date ~ Q w 0 J a U (D U O I— O Oz _ 0 U w X W ST=3 a- Q I CMUIMETAL CONNECTOR ENGINEERING I st LEVEL FRAMING PLAN 1/4" = 1'-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" 19'-111, 23'-9" 26-0" 16" 13'4" 17'-3" 20'-7" 22'-0" 24" 10'-111, 14'-1" 16-10" 19'-91, 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25-8" 26-0" 161, 11'-3" 1T-8" 23'4" 26'-0" 24" 9'-101, 15'-6" 20'-1" 23'-11" 10 L.L35 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWSY4 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWSY4" Q @ 16" O.C. STAGGERED PT 2x10.....(2) ROWSY4 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWSY4 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8. .................................. (5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS PT 2x6...................................(3) Yd" x 4-%" LONG #14 WOOD SCREWS PT 2x8...................................(5)'/<" x 4-1/2' LONG #14 WOOD SCREWS PT 2x10............................... x 4-W LONG #14 WOOD SCREWS PT 2x12................................. (9)'W x 4-'/2" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION O I 0 O APEX c- t3 N Q3 0? X O O N �Q� M _I LL t'd -6 1 1 Jtrue desiWn studios Z O Y 9000 REGENCY SQUARE BLVD. a (� SUITE 100, JACKSONVILLE, FL 32211 Q 0 O O rr U) 11HOMON' E— J oo a alp ti W Q 0 U) U Z W C� W rill O CD rn '� O W pC m - W Z z W W O to m W W Q OZ \ Q Z W Q Z W W W Q Q W W2 0 O J X Z This <tebeen electronically O signed and sealed by Davor Bozic, PE Z on the date and/or time stamp O Q shown using a digital signature. Q < Printed copies of this document are W not considered signed and sealed O and the signature must be verified Z a by a 3rd Party Certificate Authority W on any electronic copy O U LL Abbott Park Orf O U U_ LOT 040-03-04 0 Q W Z_ Z (_,, PROJECT NO: 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D O W • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. J 2023.004317 STAGGERED it DRAWN: • TRUSS TO MASONRY BELOW W/ VGT OR HTT5 Z Z EM o U O LLI CHKD: In I- DO U X - W LU n J Q Q ' Q ". P O R `�,` '• • E N S CCU' In o , 8'•. , . W = Q Z - r O ��' STATE OF ' 4- : C) '�U : LLI Q �i'sS,ONA� �� "� z Z (n Q p 02-15-2024 p �= LU U REVISIONS: Q No. Description Date w c� —I Q >- U C� U O I- O OZ = O U 0 LU H X ST=3A CMU/METAL CONNECTOR ENGINEERING¢ W' TRUSS TO TOP PLATE, MOISTURE BARRIER UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY 771: W/ H8 OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING, SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 tie" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE TY ARCHITECTURAL) ROOF-TO- CONNE( PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1. (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.0 'h" THREADED RODANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR '/z" WEDGE BOLT W/ MIN 4%" EMBED W/ WASHER @ MAX 48" O.C. 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) BOTTOM PLATE ANCHOR NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. • INSTALL ANCHORS WITHIN 12" OF EACH D BOLT ANCHOR(BUTT JOINTS). OPTIONS ALLOF SEGMENT REQUIRE NU 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) 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS, MIN 19/Z" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 Y2" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FOR MISLOCATIO FASTEN 2x6 NO. 2: TO TRUSS W/ MIN FOR MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY a Q J uo N Z 2 (1) #4 OR #5 BAR AT CORNERS WITH MIN. 25" LAP #5 CONT. 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: 1. ALL LOAD -BEARING TOP PLATES ARE TO BE BUILT WITH (2) 2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20) 10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TOTABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTSON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TOTABLE 3: MAXIMUM EXTERIOR WALL STUD SIZESON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATIONAND WALL SECTION AT ROOFARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS, U 0 N 0 N POURED CELL w #5 BAR CONT FROM BEAM TO FOOTING STEP DOWN TIE -BEAM DIST. FROM DOORJAMB MIN. SCREW DIST. FROM DOORJAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH 34" OR 11/4" PER MANUF. 3" 5" 11/2' 3 %4 " 3 7/16 5„ 115/ fi 33/4, 3 3/4" 6„ 2 %4" 3 3/4 TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS'/4' DIA. @ 30" O.C. STAGGERED • (2) ROWS %6" DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE o ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEEDY4") 1x_ PT NAILER BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY 1 x_ OR�6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) E U U O 0 N P EE X r C.3 N � 0) O O r r N N co td' --.: J LL LU _j a) J true design studios Z O Y 9000 REGENCY SQUARE BLVD. U SUITE 100, JACKSONVILLE, FL 32211 Q O O E- O W 11HOMON' U) o > ° \ \ \ aJ \\a� \ \.p\\�\\\\ \ \ \a\ \\�\a \ \\ m\\\\\ \\�� \ @ \ `,a` @ \\`c` \a�a�aoa a w Q U) U Z W ; W O O O O ti It LO rn 0 v O LU U) m LLI W Z Z_ w U) LU O U) m CC W W O Z w w o J w W w w 0 ti Or J X LL LL �- Z r This ite been electronically O signed and sealed by Davor Bozic, PE Z on the date and/or time stamp O Q shown using a digital signature. Q Printed copies of this document are W not considered signed and sealed O and the signature must be verified I`__ 0— by a 3rd Party Certificate Authority Z W on any electronic copy 0� O W U LL Abbott Park � O U � CO LOT 040-03-04 0 Q W U Q _Z Z PROJECT NO: W 1 2023.004317 O LL Z DRAWN: 0 U EM o W CHKD: LO I— DO 0 X — W W � J Q Q Q %P� OR BOZO '0 0 No. 00 W O STATE OF c P:•' �� W E\-4.��• Z Z CO Q 0 02-15-2024 p 1= W U REVISIONS: Q No. Description Date ~ w U Q U 0 O I— O Z Z O = 0 U W H ' X W ST=5 D_ Q CMU/METAL CONNECTOR ENGINEERING UPLIFT ON PE TYPICAL WALL SECTION MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER � PLAN. SEE TABLE 2- SHEET ST-1 (PORCH CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) PER PLT HGT ROOF DECK ROOFTRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN 8'-1" ABOVE F. F. E. `Y TOP OF Ilk GARAGE DOOR 6-1" ABOVE F.F.E. 4'-9" ABOVE F. F. E. 2'-9" ABOVE F.F.E. 0'-9" ABOVE F.F.E. Y TOP OF CURB F.F.E. fLOF OPENING 2x6x12 CENTEI q8" DIA. ANCHOR -- 2x4 PT TOP BUCK 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 4$" DIA. J-BOLT OR LARGE DIAMETER SCREWANCHOR w/ 5'h" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 'h" x �16" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL TRUSS TO TOP PLT W/ H2.5T OR RT7AT / I PRE -CAST LINTEL SHEATHING TO TOP PLAT �// #5 CONT. PER PLAN W/ 8d COMMON @ 3" O.C. Q CRICKET BY BUILDER (1) #5 BAR AT CORNER J FULLY SHEATH KNEEWALL PER TABLE 2: W/ MIN. 25" LAP N WOOD STRUCTURAL PANEL SHEATHING � z REQUIREMENTS #5 CONT. v • MIN 2x4 NO.2 SYP PT PLATE BETWEEN TRUSSES W/ (3) 10d TOENAILS EACH END & I I I p MINIMUM (21,, 0 x 6" EMBED DRILL AND v FILL BOTH LINTELS SOLID EPDXY ANCHOR W/ NUT & WASHER EACH o W/ CONTINUOUS POUR PLATE SEGMENT WITHIN 6" OF END o 0 • 2x4 No.2 SYP PT PLATE CONTINUOUS W/ ti2" \ x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT �� LOWER PLT HGT & WASHER @ 24" O.C. PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, " CORNER TO BE TEMPORARILY �' TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 ti _ 2 SHORED FOR MIN (7) DAYS SHEATHING TO PT PLATE IN TRUSS W/ 8d COMMON @ 3" O.C. I IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION HEIGHT, BUILD UP PER THE FOLLOWING DETAIL rKWOOG D KNEEWALL OVER MASONRY J BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) TOE -NAIL MIN 2x4 NO.2 SYP BLOC KIN BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMQNS EACH END ROOF DECK FASTEN 2x6 NO.2 SYP- DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE, — SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYR "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. .. PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN LINTEL REINFORCING AT CORNER VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM TOP OF WALL +-- —-------------------------- ----------------- FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 PRECAST LINTEL SEE SEE PLAN --,PLAN 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH EXTEND REINFORCING TO END (1) H2.5T w/ (10) 8d x 1-'/z" OF PIER W/ 6" BEND TO LAP I WALL REINFORCING AS 2x4 N0.2 SYP BLOCKING BETWEEN SHOWN. OUTLOOKERS. FASTEN EACH COMMON @03 O.C. CECK WITH 8d MIN (2) SOLID FILLED & OPTIONAL STUD COLUMN REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO SCAB FOR TRUSS STRAP GABLE TRUSS GARAGE DOOR OPENINGS. • MINIMUM 3'-0" SCAB w/ (2) ROWS OF 10d @ 6" O.C., MINIMUM (12) 10d NO.5 VERT. BAR IN FILLED • SECOND SCAB MAY BE ADDED AS NEEDED CELL AT EACH END OF PIER TO OPPOSITE SIDE WALL SHEATHING PER PLAN I NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED L OR T BRACE VERTICAL CELL EXTENDING FROM FOOTING REINFORCEMENT PER j TO LAP WALL REINFORCING TRUSS ENGINEERING W/ MIN 30" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND MOISTURE BARRIER SHALL BE l l AT BOTTOM. PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER CONCRETE FOUNDATION GABLE TRUSS TO BOND BEAM W/ I I I I I I WORK PER PLAN META20 @ 48" O.C. W/ MIN (7) 10d x 1-'/2" TOP OF FINISH FLOOR SLAB (NOTE: IF META20 IS IMPROPERLY INSTALLED ATTACH TRUSS TO BOND FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR--MU FROM DIAGONAL BRACE TO CMU BEAM W/ HGAM10) MOISTURE BARRIER BETWEEN MASONRY / / I I AND NON -PT LUMBER BY OTHERS \ \ I I I GABLE ANGLE BRACING DETAIL (W/ HGAM10) 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. 2021 V1.0 \ \ \ \ \ GARAGE SHEAR PIER v O O O NAPEX N � co X CD O � I M LJ Ltd W J J tmko design studios TRUSSES NEEDING BRACING Z O Y 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES QU SUITE 100, JACKSONVILLE, FL 32211 0 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY OCID .� CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. T_ 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS W NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. I- 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. U) 01HOMN" 'n 0 fil "A '6140"\ L; 0,A&AAM G \ � ''I\\���0\` 1 11 1 W T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBEfl SPECIFIED ELTERNATE BRACING SIZE CLR TOR L SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* W ry U Z LU 0 W W L-BRACE FASTENED TO O O WEB W/ 10d AT 6" O.C. O SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ti U)^ ALTERNATIVE WEB BRACING METHOD IS DESIRED. WEB W/ 10d AT 6" O.C. O IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR ZUj REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 0 M TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND 0 LJJ GRADE AS WEB TO BE BRACED. LLI WEB BRACING DETAIL LLJ W O cn m LU QW W O 0 Q Z m w o Q � J Uj w W • W 0 OT LLLL � X Z This <t,been electronically O signed and sealed by Davor Bozic, PE Z BOND BEAM BOND BEAM on the date and/or time stamp Q shown using a digital signature. REINFORCEMENT REINFORCEMENT Q p Printed copies of this document are J (SEE WALL SECTION) J not considered signed and sealed (SEE WALL SECTION) W D O and the signature must be verified Z 6 0 0— by a 3rd Party Certificate Authority = FILL SOLID TO BOND BEAM = FILL SOLID TO BOND BEAM on any electronic copy 0 0 O cn U) U L L IL LLI L Qcn — ` LINTEL REINFORCEMENT LU Abbott Park LU _ Q O U � 8 F - # —DEPTH OF LINTEL 8 F -1 - # � DEPTH OF LINTEL ASSEMBLY "d" Ll_ LOT 040-03-04 r) ASSEMBLY "d" � Q Lu GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND U Q NO LESS THAN 1" BEYOND Z Z 8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY PROJECT NO: U) W 8" PRECAST LINTEL. SEE PLAN. 1 2023.004317 O LL Z DRAWN O = EM o U W CHKD: o L0 I-_ DO U) BOND BEAM x — REINFORCEMENT W W (SEE WALL SECTION) J X``1�111111/���� Q �'i3O OR 130 � ��, U cn O . • • ? C �ii .` •' G•E•N , • F•• (n COURSING BELOW BOND BEAM MAY FILLED OR •' ems= •'�. ' Z BE o. 00 s� / UNFILLED � _ *; ; _ * Q ° %�• �13 •' STATE OF .441' ' p 8U8 W . �•. �i,� •• Q;••• < O ♦ .` , Q �iFS•'•�R1. • C" ��+5'O N U` Z LINTEL MAY BE FILLED OR UNFILLED Z A,tt 1111111 8" PRECAST LINTEL. SEE PLAN. Q p 02-15-2024 $ U $ ip U REVISIONS: LIJ TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W J O O Z 2 O U 0 W X ST=6 W 11 Q CMU/METAL CONNECTOR ENGINEERING TYPICAL ROOF DECK SHEATHING E 0 y MAX T-0" OVERHANG CHANNEL REQUIREMENTS o PER MANUFACTURER Lq APEX 0 2x SYP BLOCK W/ (2) 0.131" x 3" END- OR TOE -NAILS EACH END oNp (D FASCIA AND DRIP EDGE PER ARCHITECT � C ATTACH SOFFIT TO 2x BLOCK r 2x SYP NAILER (IF REQ'D): OR UNDERSIDE OF 2x FASCIA N a10 . TO WOOD FRAME: (2) 0.131" PER MANUFACTURER (NJ d ��aa x 3" NAILS @ EACH STUD, MAX 24" O.C. MAX 12" SPAN 1x2 SYP NAILING STRIPS TO BLOCK/ NAILER J . TO CMU w/ PT NAILER: W/ (1) 0.131" x V2' NAIL EACH INTERSECTION LL. (2)ROWS 3/s x 23/a LIJ t _l TAPCONS @ MAX 24" O.C. rl) EE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). Jag a ��vgygy APACITY OF THIS DETAIL IS THE LESSER OF: > CHANNEL REQUIREMENTS SOFFIT MANUFACTURER ALLOWABLE z PER MANUFACTURER PRESSURE. O 2) +/-57.4 psf. Y 9000 REGENCY SQUARE BLVD. � SOFFIT W/ MULTIPLE SPANS Q SUITE 100,JACKSONVILLE,FL32211 0 o 70 CD TYPICAL ROOFLLI DECK SHEATHING 0 CHANNEL REQUIREMENTS PER MANUFACTURER 101 a `II,• 2x SYP BLOCK W/ (2) 0.131" x 3" LU END- OR TOE -NAILS EACH END Q FASCIA AND DRIP EDGE PER ARCHITECT 2x SYP NAILER (IF REQ'D): ATTACH SOFFIT TO 2x BLOCK >NZ o TO WOOD FRAME: (2) 0.131" x 3" NAILS OR UNDERSIDE OF 2x FASCIA @ EACH STUD, MAX 24" O.C. PER MANUFACTURER LU • TO CMU w/ PT NAILER: (2) ROWS 3/6" x 0 23/q" TAPCONS @ MAX 24" O.C. MAX 16" SPAN W CHANNEL REQUIREMENTS PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: CD 1) SOFFIT MANUFACTURER ALLOWABLE PRESSURE. NT >= ~ 2) +/-340 psf. LO SOFFIT W/ SINGLE SPAN 0 W U m ry Z z SF OFFIT DETAILS z W Soffit detail is intended to convey connections between members in the LU n O r supporting structural frame, not the soffit connections to those members � v J m Product manufacturer and evaluating engineer retain responsibility for individual soffit products and their connection to supporting structural frame LULU Q Z Q\ p CD / Z m Lu Q Q LLI J LLJ o 0 Q w W 0 ,d. � H X LL Z This <tebeen electronically O signed and sealed by Davor Bozic, PE Z on the date and/or time stamp O Q shown using a digital signature. Printed copies of this document are Q O not considered signed and sealed Lli — and the signature must be verified Z 0— by a 3rd Party Certificate Authority _ on any electronic copy r O a U LL I Q Abbott Park 11f Q O U U_ LOT 040-03-04 o Q Lu U Q Z Z 0 PROJECT NO: LU LU O 2023.004317 O LL Z DRAWN: 0 U EM o UJ CHKD: lf� DO cn X — W W n J X U `` 1111111111111 A pR Bp 1'0i, cn E `S • ��i op •••'• Z N�o� 980Lij r ' STATE OF O •. , F• LIJ .<OR�•pP.•��`. N A, �`Z Z U) Q p 02-15-2024 p �_ LU ~ U REVISIONS: Uj ' QNo. Description Date w Q C O F- J O O Z Z O = 0 U LU w ST=7 a- CMUIMETAL CONNECTOR ENGINEERING