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HomeMy WebLinkAbout38322 Tea Rose AveDRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS -A A400 WALL SECTIONS A500 DETAILS A501 IDETAILS 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 ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS ST-7 SECTIONS AND DETAILS DR HORTON A4DB DELRAY ELEVATION A Abbott Park, ELECTRICAL SHEET NO. ISHEET NAME E1 0 1st LEVEL ELECTRICAL PLAN 0 LOT 029mO3mO4 REVIEW DATE CITY OF TF` PLAN EXAMiiNc ALLp WORK SHALL C} �?$N ef CVLPC; 7 A,,:` I, ta!91..iu•?''V%J N./Mf.WF6.' NATIONNAL ELECTRIC: CODE, AND THE CITY w' 4t:PHYRHILLS ORDINANCES 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 - ENERGYCONSERVATION: 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 CONDITIONED AREA 2034 SF UNCONDITIONED AREA Garage 4 �F Entry S. F LaTlf C S 705 SF Grand total 12739 SF VOLUMES '15t Flag 1898 CF Grand total 118982 CF c� o o APEX co co o J LL Ld ids S'- Jtrue design studios z 0 Y 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 a r Cn I— U) €13 RHOMON" a� m '01 _j ILLI w rr , << Z) U) r C) z W (D W 0 0 0 >= d- ~ < U) O ceW W — w _J z z W LU o W w W > W m W W o J W o W W 0 o ry LL z This ite been electronically O signed and sealed by Jeffery P z Arneson, PE on the date and/or time 0 Q stamp shown using a digital signature. Q Printed copies of this document are ct not considered signed and sealed and W O the signature must be verified by a z 0- 3rd Party Certificate Authority on any W electronic copy a 0 Abbott Park I O 0 U_ LOT 029-03-04 0 4 W I-- U <C z z (D PROJECT NO: W W 2023.004330 0 U_ z DRAWN: 0 U EM o W CHKD: LO DO X W W a J Q Q ti��ttvlRetx!♦ QP .A,,� 4� +� U) 9. r N 58544 z W <C z' it . .: �. ® " • T F 0 ." " '® LLJ 441 ! €;. j U) Q 0 02-21-2024 0 H W REVISIONS: U- No. Description Date W U) J >- U (D U) O I- 0 z z 0 w F_ x w 0000 n <t ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER Footer Re -Bar (sized according to a foundation plan) d° #4 awg CU bare w/ 10' stubbed d outside of slab at service o location. Connect to footer steel rn w/ (2) ground clamps 5' apart d LIFER GROUND DETAIL N.T.S. 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. -A/C DISCONNECT MAIN 12 COPPER OR #1 A MINUM COPPER - DISC. l DISC. LL UU D ALUMINUM M T APPLIANCES AN FI CLAD A U U S D G 2OR 000 AAMM P TYPICAL #14 COPPER OR#12 ALUMINUM / COPPER - ELECTRICAL 20CLAD ALUMINUM TO LIGHTS AND OUTLETS' PANEL #10 COPPER OR #8 ALUMINUM / COPPER - CLAD ALUMINUM TO WATER HEATER UNDGND #8 COPPER OR #6 ALUMINUUM / COPPER- SERV. BY CLAD ALUMINUM TO RANG 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 L AL DE 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 B CIRCUITS SUPPLYING OUTLETS RE RANCH CU DIRE C U Q 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 RECEPI ACLES) 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 BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER RESIDENTIAL CODE R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH RESIDENTIAL CODE R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS • ROOF VENTING MUST MAINTAIN A MIN. DISTANCE OF 4'-0" FROM CENTERLINE OF SEPARATION WALL • NO PENETRATIONS WITHIN 4'-0" OF RATED WALLS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% AT LOW. PER RESIDENTIAL CODE SECTION R806.2: 40%o 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 - LL b - GP T3 SOFFIT VENTS 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 S 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 • COMMUNITY ROOF COVERING SEE C O O 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 1N 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 AIL HAVING A 7/16-INCH 11.1 MM HEAD OR NAILS 1( MM) 7/8 INCHLONG (22.2 MM), 6 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 WI 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 GLAZINGIN 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 jiddlIbLA C' O o RlAPEX -C 0 N � Q) 04 00 A J LL W s :06 J N J true design studios S Z 0 Y 9000 REGENCY SQUARE BLVD. wI (� SUITE 100, JACKSONVILLE, FL 32211 Q 1.2 O � o0*ft#H0M0N'n cry (/? 2 0 she " ..a a.o m W " IY Q a Z W C W CL 0 O 0 rn d' ti U O �,/ J Z < W Cn W W J z Lu W W LLJ O cn Ln W W W 0 Z > Z W C) o LL] W o p -' w 0 i L.LLL x Z �- This ite been electronically 0 signed and sealed by Jeffery P Z Arneson, PE on the date and/or time 0 stamp shown using a digital signature. Q < Printed copies of this document are W not considered signed and sealed and � 0 the signature must be verified by a z IZ 3rd Party Certificate Authority on any electronic copy 0 a IL Q Abbott Park Q 0 U LOT 029-03-04 0 Q LLI U Q Z_ Z (D 0 PROJECT NO: W Q 2023.004330 0 LL Z DRAWN: 0 EM C) LLI CHKD: LO x DO CO W W n J CO • No 5 544r Z_ W s Q `• T F 11- O441LU Z (n Q 0_ 02-21-2024co p H W 0 REVISIONS: QNo. Description Date W J C� 0 I- 0 ZZ Z O = 0 W H x AOOO W In Q I FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) VERIFY AC COND LOCATION W/ SITE PLAN V V) LlJ Of LJJ I _ _ _ ------ L/) N Ln 0 ro Rl EO M 7n'-n" 17'-8" 01 5'-8" 5-10 1/2" 10 6-3 1/2" 1 V-4" 2' 8" 21'-6" 3 V-10" 1 V-4" 26-10" I I I I I I I VERIFY AC COND LOCATION I I W/SITE PLAN 3016 FX 3052 SH EGRESS HB 8' - 0" H.H. 8' - 0" H.H.III II IL 111 1S&1R 9'-4" CLG N ter_ ---- coI WIC O 127 N M 9'-4" CLG r 36"x60" 120 _ I 101 21068 21068 125 �00 is -1I'`°BEDROOM 4 BEDROOM 1 9'-4" CLG 1619'-4" CLG / BATH 1 21068 9'-4" CLGJ 160 GARAGE orn - WIC - r----7 9'4' CLG - - 9'-4" CLG i� b J I I ------- 1S&1R'------� I �0/ I I I I;x 21068 N I `r N 3'-9 1/2" I AHU I I I 21'-0" 21 668 m o 81/2" LMECH 163 r, 9'-4" CLG �:, LAUNDRY--� _ 4 -10 3 -6' 8 -8" 6-2" 9 4 CLG zs6s o 0 9'-4" CLG 162 r, o QD 18..I 8,-8„, 0 r_- L-------- ---- - -- - - 101, I I GREAT ROOM - 9 -4 CLG Co I, ---- ------ f E 6'-10" 81, 6'-4" 8"I- i o N a in ' : ---- ENTRY i 9'-4" CLG1 I o FOYER 9'-4" CLG o oa ao aLL,I �r v f 100 00 12'-4' T-5' 4 -3" 2'-2" 1 V-2" 2'-4' 1'-1 3 -0' 4'-6 d- 6'-0" 5 -0" Ole I I OUTDOOR 7„ E I LIVING 102 005 _ 9'-4" CLG % i I 00 o 0 00 9'-4" CLG o � L w .� -1 nl Cr3 1-i N w S 1 88 -�_ _- L o C E 19 -------- -, — — — — — — — I 668 210689 166 LNnao I I l f O fl O 101 O� I = I I �' = / q f p o rn I I DINING f` f 3 SHS 3 SH5 _ N = 9'-4" CLG 130 142 2'-8" 2'-4" BEDROOM 3 BATH 2 BEDROOM 2 « co o 0 I 9'-4" CLG 9'-4" CLG 9'-4" CLG C° r o 4 N KITCHEN � i 101 I I - QO � 1 Q pp IM =I W w T I_-y -yI i.D - (D i � 143 PANTRY N N ;� N o - -- f I 9'-4" CLG - - Ln au If - CD °' 123 rn' 180 ------ ---- 140 3 SHS `�' co --------------- 3052 SH 3652 SH EGRESS HB 8' - 0" H.H. 8' - 0" H.H. 01 9'-2" 25'-6" 25'-2" 1'-4" Lo 8'-01, 21'-2" 6-0" ie 1 V-2" 2'-4 1/2" 5'-3 1/2" 10 2'-4" 11'-8" 9-4" 59'-101, 10" 70'-0" 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, SH CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5-0 Y4' 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 SYNTHETIC STONE VENEER 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 RHOMON'l D '� \a 3 'a a �60744-14 -6 Q co � a w J z w LU O U) � Q O 0000, W J a W w 2 � <tebeen This electronically signed and sealed by Jeffery P Arneson, PE on the date and/or time O stamp shown using a digital signature. Printed copies of this document are Q W W not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any Z electronic copy Abbott Park Q U LOT 029-03-04 U) 0 W Q Z (D PROJECT NO: W 2023.004330 ILL DRAWN: EM 0 C) CHKD: Ln DO W W J Q }}►P1Jrz�rp U) Z o 58544' ''• T F •tr : 'it Q 02-21-2024 a W REVISIONS: w 2 No. Description Date ~ W _I d Cn H O Z O 0 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" A 110 ELEVATION KEY NOTES 1st LEVEL BRG ---------- 9 4 1st LEVEL FFE 011 12 5 RIGHT ELEVATION - A 1/8" = V-0" WHEN PRINTED ON 22"x34" 1 DECO DRAIN TILES A200 1 1/2" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION Area HIGH LOW VENT # VENT RATIO PROP HIGH LINEAL FT PROP LOW 2738 SF 657 in2 657 in 4 144 576 160 11470.4 i i ............ 1 ' 5:'12 jA RIDGE Q C14 u) I I 5:12 1- I I 5:12 RIDGE -- :: I I I II_ i C4 fci ._. � N I r II W) --------------- ..... .... ...... :: �P I I RIDGE II E tE _ __ _ _ _ .. _ .............. .... .... . ._.______ ROOF PLAN - ELEV A 1st LEVEL BRG 9'-4 1st LEVEL FIFE 1st LEVEL BRG -4 L 2 1st LEVEL FIFE --------------- :< -J0g s LEVEL BRG --- 1st LEVEL FF LEFT ELEVATION - A 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 220 REAR ELEVATION - A 1/8" = 1'-0" WHEN PRINTED ON 22"x34" FRONT ELEVATION - A 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 12 5 _ 1st LEVEL BRG 1st LEVEL FIFE —3068 w/ 3010 TRANSOM ABV 1st LEVEL BRG 9 4 1st LEVEL F FE 0'-0 (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 112" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS (3 C SHALL BE 7/8" OAT) TEXTURED PER COMMUNITY TIONS- SPECIEICA OVER ASPHALT IMPREGNATED PAPER OVE OUSE WRAP OVER EXTERIOR BACK WIRE LATH R H SHEATHING PER STRUCTUR AL L DRAWINGS. LATH TO BE RA FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH RESIDENTIAL CODE R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224- FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2"x TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1" PROJ U_N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. 262 - 1"x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. OF LIGHT TO BE 6'-0" A.F.F, U_N.O. HEIGHT tABVGRADq___BUILDING HEIGHT_(AFFI - - - - - - - - - 18'-77/8" 1T-11718"� C7 c (D 0 o 0 4.1APEX N 00 O o a M co LL W td .i J O J true design studios z O Y 9000 REGENCY SQUARE BLVD. O SUITE 100, JACKSONVILLE, FL 32211 4 (D Eti O W DHOMON J 4 A Il" f a a� NA 51. �o. m a $a� e S � W ry Q_ C� N U z W (D W W 0 0 O L0 >= ti 0 V ) W w J z w W 0 co co W w 0 Q w z > W m w 0o z This <tebeen electronically O signed and sealed by Jeffery P z Arneson, PE on the date and/or time O 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 I L 3rd Party Certificate Authority on any _ electronic copy ry O a- U Q — Abbott Park Q O U U- LOT 029-03-04 0 Q w c� Q z z (D (D PROJECT NO: co OWJ 2023.004330 0 O W z DRAWN: O v EM o UJ CHKD: LO DO cn W J 0- Q Q X 1��atika�r� co CO�. ,... m z * 0 5=544 Q .. > ." 0 »� = F O 00 CO z*ttts'®�t p_ 02-21-2024 p I— W (j REVISIONS: QNo. Description Date w � J r� /Q V U) O H O z z O T- 0 W H X W A200 Q 1/8" = 1'-0" WHEN PRINTED ON 22"04" INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS VARIES (RE: 12 FIBERGLASS SHINGLE ROOFING ELEVATION) INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD PROOF PLAN) TRUSSES (RE: STRUCTURAL) 2x4 BLOCKING at 24" OC (AS NEEDED) METAL DRIP OVER 1st LEVEL TOB QhVARIES 1x2 DRIP EDGE OVER CO Q (RE: ELEV) 2x6 FASCIA W/ ALUMINUM WRAP W INSULATION PER CODE VENTED SOFFIT INSTALLED F /2" MINIMUM SAG RESISTANT CEILING GYP BRD PER PER MFR WRITTEN SPECIFICATIONS RESIDENTIAL CODE TABLE R702.3.5 NOTE: APPLY SEALANT AT ALL POURED BOND BEAM EXTERIOR MATERIAL JOINTS (RE: STRUCTURAL) IN ACCORDANCE WITH ASTM C PRE CAST LINTEL 834 AND ASTM C 1193 VA (RE- STRUCTURAL) FIBER CEMENT OR VINYL LAP SIDING (RE: BUILDER SPECS) INSTALLED PER RESIDENTIAL CODE AND MFR INSTALLATION INSTRUCTIONS STUCCO PARGE COAT 0' �- -'� GRADE (SLP AWAY FROM \/, � m ° o STRUCTURE)(TYP ALL SIDES) a a a ° a 4 NOTE: RE: FLOOR PLAN (SH Al10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" ° 4 INSTALL VAPOR BARRIER IN ACCORDANCE WITH a _ :—ASTM E 1643-98 III_ - FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1" = 1' 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) VARIES (RE: �OOF PLAN) 1, VARIES (RE: 12 ELEVATION) F ►o�`li1ATEMIN ..�f 0;t F • - • r •®fie®A�� / 3 , Y2"MINIMUM SAG RESISTANT ►.SEESwl� �II CEILING GYP BRD PER r RESIDENTIAL •DE TABLE - 1 2820 *E,.A* STRUCTURAL) I,(RE: RE CAST LINTEL P(RE: STRUCTURAL) RE: FLOOR PLAN (SH Al 10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1 /2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR U-0" 4. d 4 as <III INSTALL VAPOR BARRIER 1, '1 /Wi -111 IN ACCORDANCE WITH a __W —ASTM E 1643-98 FOUNDATION/FOOTING VARIES 41 (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION CALE: 1" = V Y O 0 O 0 LO APEX -C r 0: N CD X C) 1 r N :;� •r J lf% LL w tdb -6 J true design studio i > Z 0 > Y 9000 REGENCY SQUARE BLVD. (� SUITE 100, JACKSONVILLE, FL 32211 Q 0 7 z:3 o o cn r `e� a A wOf ~- Q d HOffON Z w W Lr _ I. is O i O '- C) CTi - LO >= 1 � r o W W w J z Z W coW O w w Q w O Z z WW < w J W o. 0 W W fy_ 11� 1 O V J X Z This ire been electronically O signed and sealed by Jeffery P z Arneson, PE on the date and/or time Qstamp 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 0— 3rd Party Certificate Authority on any electronic copy O a U � UJ Q - Abbott Park Q O U U_ LOT 029-03-04 0 Q w U Q z z PROJECT NO: w O 2023.004330 O w Z DRAWN: O _ EM 0- 0 0 UJ CHKD: Lf DO U) X — °e w w � J - P AR Q y►���cir�rlr U (n o z - - o 53 A E F �. p 1 0 W Q p 02-21-2024 p` I= w U REVISIONS: U- No. Description Date w C J Q >- U 0 U) O I— O z z O LU o X aA400 ;= <t LO ROOF CEM "L" FLASHING VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USI NG'WEAVE' METHOD. 1 - EXTEND (1) FULL END SHINGLE MIN 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING CODE APPROVED UNDERLAYMEI OVER ROOF SHTHG OVER PRE-E TRUSSES (RE: $TRUCT) 24" WIDE METAL VALLEY FLASHING OVER CODE APPROVED UNDERLAYMEP VALLEY FLASHING WALL SHEATHING FIBER CEMENT SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7" MIN 5 X 5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING SCALE: N.T.S. SCALE: N.T.S. 1. FOLD INWARD at PT. A rr_j� 21. CREASE at . FOLD INWAPT. B RD at PT. A 2. CREASE at PR1, FOLD INWAT. B D PT. A at 3. CREASE at PT. C (&FOLD--,,,, FOLD-\ at FOLD at 77' 1, FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE FELT UND Y SHINGLE ROOFING MTL DRIP EDGE�� IN WATERTIGHT SEAL. FOLD, DO NOT CUT STUCCO/CV FINISH ASSEMBLY LAP BARRIERS OVER NAILING FLANGE VINYL DRIP/WEEP SCREED 5x5 METAL FLASHING KICK -OUT FLASHING (SEE DETAIL) z -EXTEND KICK -OU T 2" BEYOND FASCIA WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) FASCIA NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAI 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS 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 APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D` FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 0 0 STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING — MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 8 STEP #2 WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING C:) OVER APPROVED - I HOUSEWRAP ELECTRICAL RECEPTACLE -TV 2x SUB-BAN6W/1[2"X? NOTCH - @ END, WRAPPED IN PEEL & --- ------- STICK ji A DRIP EDGE --------- 1/8, 71," TEXTURED tFINISH @ WOO9 112 TEXTURED PI A FINISH @ CMU 0 METAL FASC)A/ WRAIP\Y8` FROM CEMENT FINIISH, 1" FR`6M WOOD VI LL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) WALL DRIP EDGE, 1" OFF NOT INTO CEMENT FINISH) 3-COAT PLASTER -------- --------------------------- 2X6 SUB -BAND W11"x4" NOTCH @ END, WRAPPED IN PEEL & STICK \-METAL A ( ELEVATION FASCIA WRAP 1" OFF WOOD WALL. SUB -BAND 2" OFF PRE-ENG'D TRUSS TO BE CUT @ WOOD WALL SUB BAND DETAIL 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 2x SUB -BAND W/1 12X4" NOTCH @ END F METAL WRAP FASCIA 2x6 SUB BAND DRIP EDGE EXTERIOR WALL PLAN B (FRAME OR CMU) WRB LAYER #2, FORTIFIBER BLDG PAPER STEP #4 SELF - ADHERING FLASHING ELASTOMERIC COATING OVER CEMENT FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTCH @ END, WRAPPED IN PEEL & STICK -ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL (CD WALL CLARITY j, + + + + + + . . . . . . . . . . WALL KICK -OUT FLASHING +++ + + + FELT PAPER /+++ + + T DRIP EDGE +r (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4 2x SUB -BAND W/1/2"x? NOTCH @ END, 7/," TEXTURED FINISH @ WOOD WRAPPED IN PEEL ,& STICK METAL LATH -ROOF CEMENT @ ROOF WOOD SHEATHING EDGE OMITTED FOR CLARITY WRB LAYER#1, STUCCO WRAP SUB BAND DETAIL (CD WALL W/ KICK -OUT WRB LAYER #2, FORTIFIBER. BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT SCALE: N.T.S. o 0 CD 0 N 1W Aph^ CV 00 x Ni a) C:) a M 00\, C14 N CY) LL LLI t d true design studios 0 (n 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 0 O. A- Z) DHOMN 1p tjt IN f" '# *,!# 4 0 0 e, 'u. j! k-j LU ry 41- < U) Z LLj (D LLI O O C) 00 111L 1;T >M 0 Z W Cf)OCco LU z =Wj z W U) W 0 C/) W W < 0 z 0 > < z W WW < I W Uj W ry 0 qq* X LL ZThis It.< been electronically 0 signed and sealed by Jeffery P z Arneson, PE on the date and/or time 0 < stamp shown using a digital signature - Printed copies of this document are W not considered signed and sealed and 0 the signature must be verified by a Ci z 3rd Party Certificate Authority on any electronic copy ry 0 0- LL C) < 0 Q Abbott Park ty_ 0 C) LL LOT 029-03-04 < 0 W C) < z z (D >_ PROJECT NO: W 0 0 2023.004330 U_ 0 0 Z DRAWN: a: EM 8-C, C) C) W CHKD: In DO W W .......... U) E N (D 00 z No 58544 0 W Z ry n F 0 44/ U) W 2 jo- .. � R I < z Z fill 3: U) < 02- 1-2024 0 0 I-_ W REVISIONS: 0 W LL < W No. Description Date I-_ U) _j < (D 0 0 0 z Z 0 W x W A500 n 1/2" (MIN) STI FINISH TEXTI PER COMMU SPECIFICATI, FLANGE CAS BEAD CASING BEAD at WN SCALE: N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORN - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) VINYL CASING BEAD (AM66-125 ) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. 12" GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ SLP TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU f f PRE -FORMED CONTROL / JOINT W/ STRIP LATH 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING at 7"O C.) :MU 1/2" (MIN) STUCCO FINISH (EXTURED PER COMMUNITY SPECIFICATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ $' STUCCO FINISH (RE: STRUCTURAL) 12" GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED I W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS (RE ELEV) at CMU WALL (TYP) WOOD BLOCKIN ` SELF ADHESIVE OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 48' BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD 1" GYP BIRD OVER INSTALLED PER MFR 1x2 TREATED WRITTEN SPECS (TYP) FURRING STRIPS CMU STEM WALL W/ at CMU WALL (TYP)8 STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU ELECTRIC ME' FIELD VERIFY LOCATION AREA TO RECL, STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5116" X 7 1/4" LAP SIDING W/6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. �2" GYP BIRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHE (RE: STI u N INISH COATING OVER PRIMED HREE COAT STUCCO FINISH i " NOM) OVER GALV MTL LATH VER 15# FELT OVER APPROVED DUSEWRAP ASTEN TO WD STRUCTURAL IEMBER at 7" O.C. MAX " TO �," MID -WALL JEEP SCREED Z0- N � _ J i" WIDE STRIP SELF ADHESIVE LASHING, CLEAN MASONRY 3EFORE APPLYING /2" (MIN) STUCCO FINISH 'EXTURED PER COMMUNITY )PECIFICATIONS STUCCO \`aaye � �0 m ��� � ..V ONE (1) W JG ELECTRIC Q D CAVITY TO BE FILLED a WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR U SIMILAR) z LIJ APPLY A SILICON BASE (D SEALANT AT POINT THAT W ELEC WIRE PENETRATES O O O 0') t` d' LO PROVIDE STUCCO I- < V J Q SCRATCH COAT LARGER 1 1 1 THAN THE ELECTRIC z Ix < W METER CAN OR METER CAN COMBO OR METER W CAN AND DISCONNECT z Iiiiiiiiiiij Z W D W O to W �- G W W Z � � Q W w o SCALE: N.T.S. o Q = W LIJ 0 W W CK LJ_U_ x z This <tebeen electronically FIBER CEMENT OR VINYL LAP SIDING O signed and sealed by Jeffery P zz (RE: BUILDER SPECS) INSTALLED PER Arneson PE on the date and/ortime stamp shown using a digital signature. RESIDENTIAL CODE AND MFR Q Printed copies of this document are 0 INSTALLATION INSTRUCTIONS not considered signed and sealed and O the signature must be verified by a z EXTEND HOUSEWRAP IZ 3rd Party Certificate Authority on any OVER NAILING FLANGE W' electronic copy O ei T Q LL QMTL DRIP FLASHING W/ Abbott Park HEMMED EDGE SET IN CONT 0 U BEAD OF SEALANT 0 TRIM (RE; ELEVATION) IL- LOT 029-03-04 <C W EXTEND 12" SELF -ADHERING - 1- MEMBRANE FLASHING OVER U Q WINDOW FLANGE SET IN CONT z z BEAD OF SEALANT (D VINYL FLANGE CASING BEAD C� PROJECT NO: W W INSTALLED PER MFR 02023.004330 (] WRITTEN SPECS (TYP) O \\� 1/2" (MIN) STUCCO FINISH = DRAWN: O TEXTURED PER COMMUNITY EM 810 SPECIFICATIONS W cHi«: LO DO W SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK Q ,%'®� `� CMU LINTEL (RE: STRUCTURAL) ��-- CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE IY&�I )) METAL D�OR FRAME EXTERIOR WD SHEATHING (RE: STRUCT) 12" GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1x4 PT 2x4 FRAME — ANCHOR SHIM AS NEEDED - INTERIOR `• SCALE: N.T.S. m - 56544 z W z� 4 a o =' : 14/ ` 4�/ `°,�• Q Ak- CMU WALL W z t� �Ett1 _z i> 1/2" (MIN) STUCCO FINISH U) Q (RE: STRUCTURAL) O 02-21-2024 �— CONTINUOUS BEAD ~ 0 REVISIONS: W w OF SEALANT _ _ _ _ SELF ADHESIVE OR U- <( No. Description Date W FLUID APPLIED J FLASHING (CLEAN — Q BEFORE y- U gqMASONRY MET�LI IIQ R FRAME 0 }W_ EXTERIOR J O Z z 2 U � DOOR HEAD at CMU DOOR JAMB at CMU SCALE: 1 �2" V-0" SCALE: 1 y2" = V-0" w A501 SCALE: 1 y2" = V-0" SCALE: 1 �2" = V-0" SCALE: 1 �2" = V-0" VERIFY AC CON LOCATION W/ SITE PLAN iz a �APANEL'1 PANELR RATING: 15GA MLO 'i a , Mit-1 AIC RATING 22,00 SER`�1��E.. �:� �Oa�Uu; itMOUNTING:SURFACE. MOUNTING:ro .T . K. TTV . 1 A 2. 20 1 R AP"PL4+�NCZ GR WATER HEATER F �LI B. 4 20 1 R APPLI. CE G-Fi SY v. 1 CONDENSING UNIT N1 2 3:0' A 0 .1 L,R GREAT ROOM R R 20 1 L.R. DINING SYS_ 1 AHU M 2 2:0 A 10 20 1 L,R BED 2. 11 R 12 20 1 L,R BED 0_ DRYER F 30 13: A 14 20 1 L,R. BED 4 1 �;` S. 16 20 1 L,R O' M41ER S OVENtRAN'GE 3= 2 40 17 A. 10 20 1 L,R G.ARAGEfE<TERIC=R 1C-1 B 20 a 1 - SPARE REFRIGERATOR F 1 20 21 A 22 2.0 1 - SPARE GARAGE DOOR OPENER F 1 20 23 H 24 20 1 - �,-RP'ARE D1 Sk-IASI--IER.DIrPOSAL I` 1 20 ,L,,. A 26 20 'I SPARE MICR.GVVAVE1H00D F 1 20' 27 1 B. 1 23 20 1 - SF ARE LAUNDRY R 1 20 20' A 1 30 20 -1 - SPARE 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" ELECTRICAL LOAD CALCULATIONS CA R w �FT%, . GENERAL LIGHTING . € 2: b102 SMALL APPLIANCE 1500 - SMALL. APPLIANCE. 150-0 _ LAUNDRY CIRCUIT 1 E%0 - DISHWASHER 1 G - WASTE DISPOSAL 800 VVATER HEATER 4500. - - OVEN:,'RANGE 140100 MICROWAVE11HOOD 100 - - REFRIDGERATO R 90 GARAGE DOOR OPENER 600 DRYER, 54LIO - - GE N ERAL LOAD 10000 100% 1 GOG GENERAL LOAD 30102. 40 12U40. HEATING/AC '2.5 TONS + 3 WV) 6430 1IJO%, 6439' TOTALS 465 29479 1201240VSE.RVICEIFEEDER LOAD (A) 119 WAIN BREAKER (A) 150 VERIFY AC COND LOCATION W/ SITE PLAN ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3 -WAY SWITCH CHIME DOOR BELL CHIME 4-WAY SWITCH GARAGE DOOR q BUTTON tp DIMMER SWITCH SWITCHED OUTLET 220 VOLT OUTLET GFC1 DUPLEX OUTLET GFI DUPLEX OUTLET 8 CEILING OUTLET 8I AFCI DUPLEX OUTLET F8 FLOOR OUTLET AFLR 8 8 JUNCTION BOX IRRIGATION OUTLET JB IRR S SMOKE DETECTOR @ DIRECT WIRE (PER MFR SPECS CARBON MONOXIDE CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET QUICK DISCONNECT A PH TELEPHONE OUTLET A NETWORK OUTLET SERVICE METER/ PANEL SERVICE PANEL M DISCONNECT 0 GARBAGE DISPOSAL ® UNDER CABINET LIGHT } WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT FM51 STAIR LIGHT BATH FAN & LIGHT BATH FAN - VENT TO EXT COMBO - VENT TO EXT PULL CHAIN LIGHT KEYLESS LIGHT -0- FLUSH MOUNT LIGHT HANGING HANGING LIGHT RECESSED EYEBALL _("`'� PRE -WIRE FOR LIGHT "'HANGING HANGING LIGHT } RECESSED LIGHT 4-MINI MINIATURE PUCK LIHT ' LED DOWNLIGHT HANGING PENDANT PNDT LIGHT FLUORESCENT LIGHT FLUORESCENT LIGHT RECTANGULAR FIR ROUND CEILING FAN PRE -WIRE FOR CLG FAN max' ` ROUGH -IN LIGHTED f; PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT ROUGH -IN ALL RECEPTACLE SPACING, LOCATIONS, AND QUANTITIES TO BE IN ACCORDANCE WITH CURRENT PRESIDING ELECTRICAL CODE WP = WEATHER PROOF VP = VAPOR PROOF 0 c Q d O o cy APEX t- c� co X W 1i' c oT V� � V c+ 7_j d Q LL LU _I J true design studiosa) Z 0 Y 9000 REGENCY SQUARE BLVD. O SUITE 100, JACKSONVILLE, FL 32211 Q 0 s; /CF V Ui LU 01fl# ffON' ID a) HO d g 0 gl r 4,4 "IF nui W 0 Q Z W W IY ^Q V 0 ti L0 !! ^^ ~ J Oz W OC Q W Z J zW U) LLJ O m Q W W Z t> z W ' , Q W W o W W 0 r LL '1_ Z This ite been electronically 0 signed and sealed by Jeffery P 0 I-_ Arneson, PE on the date and/or time Q stamp shown using a digital signature. a Printed copies of this document are W not considered signed and sealed and 0 the signature must be verified by a I­_Z 0- 3rd Party Certificate Authority on any electronic copy 0 (L U LL Q — Abbott Park Q 0 0 � co LOT 029-03-04 0 Q W (� Q Z PROJECT NO; w O 2023.004330 0 U- Z DRAWN: 0 = EM 0 0 W CHKD; U')F-- DO U) x — w W 0 J Q r` I t o it I girt: r 0 P ' s ...,. r No 5 544 LILI 0 , = Q Z :» i� ry r� TE F 0a 0 Uj Z �� Q e t e °', Z U) Q olf 00 02-21-2024 0 I— W U REVISIONS: LU Q No. Description Date w (� J 0 Z Z O U W i— X El 00 W <( 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 ..................., 0 S .1 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD ..................... ..5 PSF WIND LOADING .............................. Cd 1.60 ASCE 7 3S GUST.......................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY.................................0 BUILDING CATEGORY .................................... LI ENCLOSURE CLASSIFICATION .....................ENCLOSED INTERNAL PRESSURE COEFF......................0.18 C&C DESIGN PRESSURES ............................(-SEE TABLE 1) FLOOR LOADING.._..........................................Gd = 1.00 TOP CHORD LIVE LOAD.................................AO 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 OPEN WEB FLOOR TRUSSES ..... ................. TL / 360 LL / 480 TL/240 WOOD I JOISTS .......................................... TL MAX 'Y2, LL / 360 BEAMS'............................................................ TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED 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 ftz +27.17 -29.59 +27.17 -35.47 51 -100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ftz +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 6-8" OR HIGHER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS Mr)TFC 'I A O O STUCCO AND DIRECTLY MIN 1Y32' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICALLY OR (%6' 24/16 Of = ADHERED STONE INSTALLED HORIZONTALLY)W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE w ^ X ¢ (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDEDAT UNSUPPORTED PANEL EDGES. w ww� _j Z v J 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 °' TILE AND METAL ROOF MIN 1%," 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION U z «S (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND o = F 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). 0 w F- MIN 7/16" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 T 0 SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO)_ FLOOR DECK SHEATHING: 23/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD (UNBLOCKED PANEL EDGES, UNO). MIN 4" OSB OR PLYWOODOR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING:COMMON: 3" O.G. AT PANEL EDGES, 12" O.C. IN THE FIELD OR MIN/," EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 15/" COOLER NAIL OR N0.6 x 1/„ LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD UNBLOCKED PANEL EDGES, UNO). NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN'%32' CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1%," 32/16 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%s' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS, INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS 7. %2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW isz " 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 DIAMETER LENGTH PRESSURE TREATED LUMBER -_ 8d COMMON 0.131" 2-Y2" RSRS-01 0.113" 2 4" RSRS-03 0.131" 2-"Y" 10d 0.131" Y 10d COMMON 0.148" Y 12d COMMON 0.148" 3-"%4" 16d SINKER 0.148" 3-Y4' 16d COMMON 0.162"L-LL/11-1ji 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 ACID & 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. CONCRETE AND FOUNDATION NOTES R FO- TIN = 2 500 PSI AT 28 DAYS (UNO). 1. CONCRETE COMPRESSIVE STRENGTH FOR O _ GS ( ) 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2 500 PSI AT 28 DAYS (UNO). S ( ) 1 GRADE 4 DEFORMED BARS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A6 5 G 0 M ( ) 2 " LAP24" #4 AR IS RECOMMENDED TO BE 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 4 LONG B INSTALLED AT ALL REENTRANT CORNERS. 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 CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. MONOLITHIC FOOTING ARE INTERCHANGEABLE. 6. MASONRY STEMWALL AND ONO C E 7, EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR PREVENTION OF SUBTERRANEAN TERMITES, TEMWALL OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER 9: S S Q OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT V SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS I. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4, THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. TABLE 7: METAL CONNECTOR SCHEDULE NnTFi' 9 `i 4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)%X 1 'Y2" SDS SCREWS (8)Y4' x 1"%" WS15-GC DTT2Z IN STUD "Y2" O X 4 Y2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ Y2 0 x 4%" EMBED EPDXY CS16 EACH END RS150 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/"IN (18)0.162"x2'/2"IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 Y2" (7) 1 Od x 1 1/2"(NOTE 2) �$" O x 6" EMBED ANCHOR HTT45 Via" 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 '/2" IN (26) 0,162" x 2 'Y2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) §8" 0x 6" EMBED ANCHOR �$' 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS W STUD GROUP S R ,, PHD8 � GROUP �$" O x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13 10d COMMON ) is 0 x 12 EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 1'Od x 1 ""%" IN TRUSS (7) 10d x 1 '/2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4)''/4" x 2'W' TITEN MSTAM36 WOOD FRAMING (5) %" x 2 Y," TAPCON IN GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY 8 10dxI Y2"IN TRUSS () (9)10dx1'/PINTRUSS (11)10dxI Y2"IN (11)10dx1'/2"IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 1Od x 1 '/P IN (11) 1Od x 1 "/" IN STUD STUD (10) 1Od x 1 '/" IN (8) 1Od x 11/2" IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER '%" (NOTE 6) §g" O x 7" EMBED EPDXY �8, 0 x 7" EMBED EPDXY (4) 1'4" x 2 14` TITEN (4) x 3" WEDGE BOLT IN MASONRY OR EQUIVALENT IN STU (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1Y2" IN (5) 8d x 1'/2" IN ABU66 %" D x 7" EMBED EPDXY PAU66 %" 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 IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE (14) 16d COMMON IN (14) 16d COMMON 1N (5) 1 Od x 1 "/" IN (5) 10d x 1 "/" IN HUC 8, HEADER HD488F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6} 10d COMMON IN BEAM HD28-21 HD28-21F (6) 10d COMMON 1N BEAM (5) 1Od x 1 Y2" IN TOP PLATE (5) 1Od x 1'/2" IN TOP PLATE HU410, (18)16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER "/; LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) x 2 Y4' 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) 1`6d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS Y4' x 2 '/" (12) WS25 '/4' x 2 Y2" (4)Y4' x 1 '/2" SDS SCREW (4) W' x 1Y2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)Y4' x 3" SDS SCREWS HGA10 (4) W, x 3" WS3 SCREWS SDWC14500, SDWC15600 NO MITEK EQUIVALENT IN TOP PLATE IN TOP PLATE (4) SDS'/," x 1 '/" SCREWS (4) %" x 1Y2" WS15 SCREWS (14) 10d COMMON IN (14) 10d COMMON IN TRUSS/RAFTER , „ HGAM10KT IN TRUSS/ RAFTER (4' 1%" WEDGE BOLT ) Y4x MSTCM40 WOOD FRAMING MSTCM40(10)%" WOOD FRAMING (4) /, x 2/ TITEN SCREWS OR EQUIVALENT IN (10) %" x 2 %" TITEN x 2%" TAPCON IN ,HGAM`IOKT�,�IN IN MASONRY MASONRY SCREWS IN MASONRY MASONRY (9) 10d x 1 tie' IN (9) 10d x 1 tie" IN (26) 10d COMMON IN (26) 10d COMMON IN H10A TRUSS & (9) 1Od x 1 yz" RT16A TRUSS.& (9) 10d x 1 Y" z MSTCM60 WOOD FRAMING MSTCM60 WOOD FRAMING IN TOP PLATE IN TOP PLATE (14) Y," x 2'/," TITEN (14) %" x 2 Y4' TAPCON IN SCREWS IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC TIE INSTALLATION SPECIFICATIONS. ATIONS. 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. FOR SPECIFIC FASTENING REQUIREMENTS. 4. IF CONNECTOR IS NOT LISTED ABOVE,. CONTACT FOR O SP CI G Q 5. POSITIVE PLACEMENT GUN NAILS, 2h LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES 1/4' 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF Y4' 0 x 1'I" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL MEET ASTM C90 STANDARD WITH fm = 2,000 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO BE MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". DOWEL 6. VERTICAL REINFORCING TO HAVE 10' STANDARD HOOK INTO BOND BEAM. TO HAVE 10' STANDARD HOOK INTO FOOTING 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE, LEGEND OR LINO FOR EW OSB WSP SYP SPF CONT O.C. LSL LVL PSL SYS 42 >O w N 0� pJ NH "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNLESS NOTED OTHERWISE ON PLAN OR DETAIL ENGINEER OF RECORD EACH WAY ORIENTED STRAND BOARD O WOOD STRUCTURAL PANEL O SOUTHERN YELLOW PINE N SPRUCE -PINE -FUR T_ CONTINUOUS ON CENTER 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1W WIDE, UNO. 0 O (3 "/i' WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1-/," BEAM) O 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1W WIDE ' 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3Y2' WIDE, UNO. 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 WJ BOTTOM PLATE ANCHORAGE IS"/2" ANCHOR @ 8'-O" O.C. (UNO ON FRAMING PLAN OR J SW SPECIFICATIONS) STRUCTURAL WOOD BEAM O STUD COLUMN KEYNOTE Y U NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS O CD TO MATCH WALL FRAMING SIZE AND GRADE, UNO. 2 2 STUDS CO w W =) o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN F- 2 ANCHOR BOTTOM OF STUD COLUMN CONNECTION 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN I REQUIRED 2ND LEVEL STUD COLUMN: STRAPPING FROM 2ND LEVEL � COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM: J "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN 00 W NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE Q HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD C'J co 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 LLJ 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD W GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. � NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP O O NON -BEARING HEADER FRAMING KEYNOTE C) NO HDR -# NUMBER OF KING STUDS EACH SIDE OF OPENING d- HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE 0 #2 SYP HEADER FRAMING KEYNOTE Z U) (2) 21x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING U) W BER F JACK STUDS EACH SIDE OF OPENING N UM O Z DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER m ENGINEERED LUMBER HEADER FRAMING KEYNOTE22� W NUMBER OF KING STUDS EACH SIDE OF OPENING w NUMBER OF JACK STUDS EACH SIDE OF OPENING _Z U' HEADER MATERIAL (LSL, LVL, PSL; OR SYS42) W W DEPTH OF LOAD -BEARING E P HEADER Q NUMBER OF PLIES IN HEADER (1 -%" WIDE UNO) 0 14 HEADER FRAMING 1. D T EACH OTHER WITH 2 ROWS 10d 80.C. K AND KING STUDS SHALL BE FASTENS O H ALL HEADER JACK S O @ LL STAGGERED. Z 0 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. F- Q 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. 0 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 0- 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE 0! CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST Q FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 0 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: 0 • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 W • SPH w/ (12) 10d x 1-'l" @ 16" O.C. OR 0 • DSP w/ (14) 10d x 1-Y2" @ 16" O.C. OR ILL. • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 1 Od x 1-"/2" (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. 9. IN ANY LOCATION WHERE A 2x_ BEAM OR HEADER IS PROVIDED, IT IS ACCEPTABLE TO USE AN ENGINEERED V LVL BEAM OR HEADER OF EQUIVALENT SIZE. Z FRAMING NOTES 0 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. 0 ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O A HOLE AS SPECIFIED BY MANF (TYPICALLY 1116" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S = SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. C) 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY W SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W TABLE 2304.10.1 0- 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. Q 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. m 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 8, ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 0 THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD Z 0 Z U) 0 H C) LL a U) C� O O Z r w X w IZ Q CMUIMETAL CONNECTOR ENGINEERING tdbQ true design studios N 9000 REGENCY SQUARE BLVD.. SUITE 100, JACKSONVILLE, FL 32211 RHOIU,ON �' 16 ,N� Qua 16� a p a a Q W J z w LLJ O cn � Q O Q Q W J W p w W W � - ti � x <tebeen all This electronically Y signed and sealed by Davor Bozic, PE Z O on the date and/or time stamp shown using a digital signature. Printed copies of this document are 0 W not considered signed and sealed and the signature must be verified � Z by a 3rd Party Certificate Authority _ on any electronic copy LL Abbott ParkLli Q U LOT 029-03-04 U) 0 W F- Q Z PROJECT NO: U) W 2023.004330 0 LL DRAWN: EM O o O CHKD: U-) DO C/) W J Q 011ItR 111ayilii,.* O B0�7Cii,. U) �P� CAE N U) • Z 98000 : X = Q' ;?) ST OF ' 4 ' 0 p P v •'�. i R IV •••• N ,i CO '� N ALA � �, Z Q 02-21-2024 p w REVISIONS: w 2 No. Description Date ~ w J Q U O Z ST=1 11111111111111110 k V1 SANITARY ISOMETRIC I cry I04 T-0" -0' I I T-2.D VERIFY AC COND ■ I LOCATION Wl 20'_6 N1 p0v 70'-0" 5 SIM 9" CURB I I I. 5'-0" SITE PLAN I 0'i I I I ,I I L L— — — — — — — 1 I 11 co I °' I I C I I I I 1 '-4" I 8'-0" VERIFY AC COND LOCATION W/ SITE PLAN I --- - - - - -- - ---- -- -- -- -- ---I ■ _ 4 5 I ■ T 2.D Y I T-2.D 9 1/2" 4 -7 1/2" 4'-6" 2'-1" _ _ - 11'-5"" - _ - - _ I 2'-4 1/2" 20'-8 1/2" I I -o I I 4 T-2.D I I - - A UNDER DOOR I 4 ■ I I oo I I I 5 T-2.D I 4 T-2,D /2" ■ I E, _ I T-2.D I �, —` I I I I■ co I I ----- -- -- --J N Z IQI----I----- ■ ■ ■ it o r l I I 6 I I 5,�," S-0" 1 0 0 � OPT T-2,D o 00 1cn0 i-1 IW I I 4 A Lij II L — — — — — — _ — — _ _. — _ -�� - 6 OPT i �d„_--_ ( _ 0� ,, � ■ ��, 16-11" 6 2'-" I ivl I ■ I 1 I �' I � al I I 0.. - ,> ■ I _ _ I I ,I I 1 1 5 1/2'— \} I C°l I T-2.D I - -----14'-3"——— T — — — l — H I _ — — — — — — — — — — — — — — — — — — — — — — — — ■ 59'-10" L10. FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 2020 V1.0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL 1N 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-2D. U) 9000 REGENCY SQUARE BLVD. FOUNDATION KEYNOTES:DC1 V SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Q U $"x8" DEEP THICKENED - 12" DEEPFTG UNDER BOX C)a EDGE w/ (1) #4 CONT i COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN C ❑ 16"SQx12" DEEP FTG p ❑ 24"SQx20" DEEP FTG f 0 fftloffffi w/ (3) #4 EW 30"SQx20" DEEP FTG w/ (4) #4 EW 36"SQx20" DEEP FTG w/ (4) #4 EW C/) QA p4, P1� 48"SQx24" DEEP FTG H #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY m' W w/ (5) #4 EW, T&B: NOTES ON ST-1 Q �j 1 1/2" SLAB EXTENSION AT FULL ROUGH OPENING WIDTH (D W (D W Ir C) C) **"NOTE TO CONTRACTOR — DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET >= LO 0 BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z W ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. W z U) LLJ O U) 00 ._- W a �- 2 w Q W (D > Q W CO' W W W 0 W W 0 ILL U_ Z r This ite been electronically o signed and sealed by Davor Bozic, PE Z on the date and/or time stamp 0 shown using a digital signature. Q Printed copies of this document are: W not considered signed and sealed 0 and the signature must be verified Z D_ by a 3rd Party Certificate Authority on any electronic copy 0 LL Abbott Park i 0 0 u- LOT 029-03-04 Q W W H Z z 0 (D PROJECT NO: 0 2023.004330 U_ Z DRAWN: 0 = EM a W" CHKD: U-) I DO 00 W W [L <t d X ���k��r,un��i�i�fr Q ��t ,� OR Bpi > a. 00 U.1 * Q Z 13 ' STATE OF . 44/ ` W '.,per` < O R 1© N�'�.* Y) Q �SS!©N AX- �. `z U3 Q 0 02-21-2024 p F= W 0 REVISIONS; LL Q No. Description Date w Q 0 0 t- 0 Z 0 U 0 W I-- X W ST=2 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 3/16" DIA. TAPCONS N OR CUT NAILS @ 24" O.C. COVER D. FLUSH wl 3000psi CONCRETE. EXISTING FOUNDATION. 11 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO - BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/16" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH wl 3000psi CONCRETE. o EXISTING FOUNDATION v 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 U-0" A.F.F. SEE ARCH (MAX 20" 4 DEEP) 4 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *BEARING CURB STEP SECTION in CONCRETE SLAB w/ 6x6 W1.4xW1_4WWF OR FIBERMESH VAPOR BARRIER BEARING WALL FOOTING SECTION FOOTING, SEE PLAN . - -1 — 1-1 � ... U0 BAR AS LAP AS SHOWN 0 DEGREE TYPICAL STEP IN FOOTING DETAIL, CMU STEMWALMONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5- CONTINUOUS TO EXTEND MIN �4' INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 4" CONCRETE SLAB W1 6x6 WIA x W1 .4 WWF ad OR FIBER MESH U) Uj Z U) 0 #4 OR #5 0 REINFORCING PER Z MONOLITHIC FOOTING 4 SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL MINI 12" 4' L .4 - . _s__ I - 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 CONCRETE SLAB W1 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. 0,L IF A U) W Cn I V \\�/f��\ff O�:�! < U) of 0 0 VAPOR BARRIER�f\f LU LU �- w LO U) #4 OR #5 VERT REINFORCING 72"O.C. UPT03COURSES: 4TO5COURSES: 48" O.C. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMEN 4" OPT BRICK LEDGE NOTED ON FND PLAN TO HAVE 6" BEND AT BOTTOM CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2#5 CONT 2-STORY: 10" x 20" W1(3) #4 OR (2) #5 CONT STEMWALLSECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A. F.F. r6 (BEYOND) WWF OR FIBERMESH CONT FLOATING CONCRETE W U-BLOCK W/ U) (1) #4 OR #5 SLAB I W/ 6x6 W1.4xW1.4 (Uri W Cl) W of C/) FINISH 0 GRADE �\ �\\\\j . j�\ j�ff� /f� if j/�rj� #4 OR #5 VERT REINFORCING UP TO 3 COURSES' 72" O.C_ 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT STEMWALL CURB SECTION 1 SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT. :36" MAX VARIES PER ___\ �ARCH PLANS 12" \M I'N 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3 Y2" CONCRETE SLAB W/ 6x6 W1.4 x WI WWF OR FIBERMESH MINIM Y4//2� (1) #4 OR #5 90- BEND @ 48" O.C. 4 VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL b ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ 1#4 OR (2) #5 CONT MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 1 *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS 1A" FTG DETAIL FOP, THE "'I" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL, 2. USE STEMWALL FOOTING CONCRETE SLAB W1 6x6 SEE NOTES (MAX 16") 75 W1.4 x WI WWF OR FIBERMESH STUCCO OR DIRECTLY ADHERED > E STONE CLADDING FINISH - MIN 6" 0 ALL OTHER EXTERIOR WALL > 0 CLADDING -MIN 8, U.N.O. ON ARCH C:) IL Ar A 0 LO VAPOR BARRIER 12" IN N T, PEX 0 off\ .a, �\ \\\ \����``%�%//�f/��/�\ 00 C\I FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL N 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO, 5 BAR IN BRICK LEDGE _j 16" UNDER 2 STORY WALL W/ LL (2) #5 DR (3) #4 CONTINUOUS LILI _j true design. studios MONOLITHIC FOOTING SECTION > CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z 0 FOLLOWING OCCUR: 9000 REGENCY SQUARE BLVD. • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY SUITE 100, JACKSONVILLE, FL 32211 U) FROM STRUCTURE STEEPER THAN 1'4' VERTICALLY PER T-O" HORIZONTALLTO PREVENT EROSION OF SOIL. C) C:) CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH - - - - - - - IIHOMN < �a f J� p A 0 A 6 4M 191w > 4 64' > 41 A ff LL] ZZ VAPOR BARRIER C3 BEARING WALL FOOTING SECTION U) 0 Z W (D CONCRETE SLAB W1 6x6---\ LL] W1.4 x W1.4 WWF OR W FIBERMESH C) C) 0'-0" A. F.F. C:) SEE ARCH C? < DETAILS tl- >= 8" MIN 0 Z Uj 8'W" THICKENED FTG AT co 0� STEP-DOWN, SEE VAPOR BARRIER W PLAN Z JZ Lu C/) CURB STEP SECTION m W 0 0 w 8" UNDER MASONRY WALL LL1 < 0 Z 0 > CONCRETE SLAB W1 6" UNDER WOOD WALL Z Uj < 6x6 W1.4 x WI WWF W 0 OR FIBERMESH VARIE SEE ARCH < uj W (MAX 16") 0 Uj W N X LL X// LL 12" MI Z This4t. been electronically Z VAPOR BARRIER 1 4 signed and sealed by Davor Bozic, PE on the date and/or time stain 6' OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN I < W 0 IL 0� shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic cony W Z 12" UNDER I STORY WALL W/ U_ (2) #5 Q_R (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0 0- BAR IN BRICK LEDGE C) LL 16" UNDER 2 STORY WALL W1 < d (2) #5 OR (3) #4 CONTINUOUS 0Abbott Park Df 0 C) GARAGE EXT �A CURB SECTION 0 T cT 0 PU_ LOT 029-03-04 NA FOR Rio TOCONSTRUCTIONIF ANY OF THE FOLLOWING OCCUR < LLI *OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 7 • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY 0 PER T-0" HORIZONTALLTO PREVENT EROSION OF SOIL. (D PROJECT NO: Z5 Uj 0 0 CONCRETE SLAB W/ 6x6 1 2023.004330 W1.4 x W1.4 WWF OR 0 LL FIBERMESH Z DRAWN. 0 0'-0" A. F. F, SEE ARCH EM (MAX 20" DEEP) W CHKD DO co .4. >< W Uj 4 4" EXTENSION C) UNDER BRICK VENEER W R 8 Cn (D 12" UNDER 1 STORY WALL wl (2) #4 OR (2) #5 CONT VAPOR BARRIER Z 80 0 Z • 16" UNDER 2 STORY WALL W < w/ (3) #4 OR (2) #5 CONT Z ­01 . x - -13 STATE OF 41J BEARING CURB STEP SECTION 0 0 WVVV • 0 R \9 N 4# '0 .•- C�, 4�� 0 DW-0,0" Z 11111111110 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 — — — — — — — — — — — — — — — — — — — — — — — - I HOUSE SLABI RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS co :D 0 02-21-2024 ❑ F_ REVISIONS: U- No. Description Date < Uj C/) 0 _j 0 0 Z Z 0 Ui W ST=2mD CMU/METAL CONNECTOR ENGINEERING 0 o? 7' N -4" 4'-8" Ro 7' 1.1'-4" I. 8'-0" I. T-0" I. 4'-0" I. T-6" I. 6'-8" I, 6'-8" 11 5'-0" I, 6-8" L 6'-8" L 6-8" L T-0" L 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = 1'-0" WHEN PRINTED ON 22" 04" GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 8U LINTELS MAY 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 N INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN o (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN ❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED ❑o NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU'COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) Dc1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES', ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C, (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ 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 LINTEL DESCRIPTION COMMENTS 0 c 0 O 0 N LO r N 00 0 C}) N N r� J LL W J _J Z O U) Y U Q O O a -- cli r7 rn o p J m W W U Z W 0 W W a Cn I` L I~ O V) W U) m W w Z Z W 0 LL _0 O 0- W Q Q ry O J LL v Z (D O J O Z L-1 16'-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 3'-0" 8U8 L-3 2'-0" 8 U 8 L-4 6'-0" 8F-16 L-5 8'-0" 8F-16 8080 SGD/ REAR PORCH L-6 9'-01, 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) W H X W LL X OTC] Uj Z O W Q Z U) 0 I— F- U C/) ID 0 J O Z 2 0 W H X W a. CMUIMETAL CONNECTOR ENGINEERING< 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 S.2 N < (j) a W J � ry W U) a Q :2 �1 000, 0 Q W J W W W W 5 Cr H x <tebeen This electronically signed and sealed by Davor Bozic; PE date Z Q on the and/or time stamp shown using a digital signature. Printed copies of this document are Q W not considered signed and sealed and the signature must be verified z by a 3rd Party Certificate Authority on any electronic copy LL Abbott ParkLU LOT 029-03-04 U) 0 W Z 0 PROJECT NO: U) W 2023.004330 o LL DRAWN: EM O o CHKD: 0 LO DO to w J Q ��rru�rlrr�t�► O R BO U 98: 0 > fir'= ' STATE OF :� W 0 ©NA,�;.* Z Q 02-21-2024 p W REVISIONS: w No. Description Date w J Q (J U) H 0 Z ST=3 CQ 0 1st LEVEL ROOF FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO,2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W1 SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN, • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 2x12 12" 16-5" 191-111, 23'-9" 26-0" 16" IS-4" IT-3" 20'-7" 27-0" 24" 101-111, 14'- 1 " 16-10" 191-91, 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x1 0 12" 12'-5" 19'-6" 25'-8" 26-0" 16" 111-31, IT-8" 23'4" 26-0" 24" 91-101, 16-6" 20'-1 23'-11" 10 L.L./5 D.L. #2,SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOC • BEARING BLOCK TO BE NO,2 SYP; MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W1 (3) ROWS 10d @ 4" O.C. STAGGERED. 3, LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR • FASTEN N0,2 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 W0.0D,E 2x6 ................ ...... _ ....._...(4) 12d COMMON 2x8 ................ .................. (6) 12d COMMON 2x10 ... ......................... (8) 12d COMMON 2x12 ....................... ......... (110) 12d COMMON LEDGER TO CMU (WI 3" TAPCON OR TITEN): PT 2x6_.....(2) (2) ROWSY4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWSY4" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS)/4" 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 2x1 0 ......... .... ....... ....... ...(7)16d COMMON 2x12.. ....... ............ .........(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (WI SCREWS): PT 2x6...... .. ......... ........... _ .... (3) Y." x 4-Y2" LONG #14 WOOD SCREWS PT 2x8_.... ......... ............ (5) Y." x 4-W LONG #14 WOOD SCREWS PT 2x1 0 ....................... _ ....... (7) Y4" x 4-Y2" LONG #14 WOOD SCREWS PT 2x1 2 ............. ................... (9) Y." x 4-%" 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 0 Z U) LU Z W LLI Z (D Z LU 0 _j LL Z 0 F_ 0 0 0 CL 1 U_ Z P—M 6. - (1) 48" & (1) 24" BEARING BLOCK REQ'D (D 0 • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. STAGGERED 0 • TRUSS TO MASONRY BELOW W/ VGT OR HTT5 Z Ld X W X 00 0 LIj Z 0 Uj Z U) 0 F_ LL W (D 0 _j 0 Z W W 0- CMUMETAL CONNECTOR ENGINEERING 010 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 11HOffON"I 7 Njjtu� akj gp "g, 4 Cj) < W 0L Z LU LLI 0 U) < 0 W I W W W q ry This <,- been electronically U_ signed and sealed by Davor Bozic, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy Abbott Park LOT 029-03-04 PROJECT NO: 2023.004330 DRAWN: EM CHM DO OR 130 �'16 0 8 0 1Z Z STATE OF .:'QJ� 0 9/6NAX— 'e"r,11111111110*14* % 02-21-2024 REVISIONS: No. Description Date ST=3A 11 X Z 0 0 LLI Z 121� CL LL W _j C) U) r") W Z (D Cl) W 0 ILL 0 L0 in W U) ry U) (D Z 'ry 0 W C/) W r W _j W 0 Z 0 0 .f/ TRUSS TO TOP PLATE, MOISTURE BARRIER UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H 10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. f • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 12" IN TRUSS (NOTE. IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) f, FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1., (1) COURSE CMU BOND BEAM W/#5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. BOTTOM PLT ANCHOR ""/z" THREADED RODANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR '/' WEDGE BOLT W/ MIN 4'/=' EMBED W/ WASHER @ MAX 48" O.C. a a BOTTOM PLATE ANCHOR NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. • INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). • ALL BOLT ANCHOR OPTIONS REQUIRE NU AND WASHER, UNLESS NOTED OTHERWIS INTERIOR LOAD BEARING WALL EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 30" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED; DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN, 6" EMBEDMENT IN MONOLITHIC; 12" EMBEDMENT IN MASONRY) ROOF -- COW c� 0 NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ 0 EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" FOR MISLOCATION lb"<X<1kz" A — 3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2 SYP SHIM ;'#5 CONT. AND CENTER OF FASTENERS, TO TRUSS W/ MIN (10) 10d (1) #5 BAR CONT. { 9 MIN /2" EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 1'/ " <X z— HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST a DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE FACE VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 1 Od @ 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) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY (1) #4 OR #5 BAR AT CORNERS WITH MIN. 25" LAP I BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS 1. ALL LOAD -BEARING TOP PLATES ARE TO BE BUILT WITH (2) 2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20) 10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TOTABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENT SON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TOTABLE 3: MAXIMUM EXTERIOR WALL STUD SIZESON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATIONAND WALL SECTION AT ROOFARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. STEP DOWN TIE -BEAM DIST. FROM DOORJAMB MIN, SCREW DIST, FROM DOORJAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH OR 1/4" PER MANUF. 3" 5" 11/2' 3 37�6 5" 1 15 j16 3 3 /4 ,, 3 /4 3 ,, 6„ 2 14 33/4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS''/a" DIA. @ 30" O.C. STAGGERED • (2) ROWS YJ6" 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 p ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED'/4") 1x_ PT NAILER BUILT UP 2x- ATTACHED TO MASONRY (1) PLY 1x_ OR�6' OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) C7 CD NA Ex" ONO CD n d' r r N � co J S 3- U_td Ld S3 J J true design studios Z O 9000 REGENCY SQUARE BLVD, (� SUITE 100, JACKSONVILLE, FL 32211 Q A- O r W HH0190N Lu 4.1 Z W W [r CD O LO LO >= d' I` < �/ ✓ 0 co W J z F LLJ O w in W Q W < O Z \ Z WLLI o Q � � W W W W O c- X LL r ThisAt, 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 Z 0- by 3rd Party Certificate Authority W on any electronic copy ry O 0- U- Q o Abbott Park j <C 0 _ U U- LOT 029-03-04 0 <t W H U 4 Z_ Z (D PROJECT NO: 0 W 1 2023.004330 0 O U- Z DRAWN'. O EM o o LLI CHKD: tP DO W X W W <( ,* OR B 0<,> O��j• -\ ......... ZC E•N S • Z o 80 0 10 W - Z .� �� ' STAT OF • 44/ 0 Q 0LLI Q 0 02-21-2024 p �= W REVISIONS: Uj QNo. Description Date w C J Q � U (D O H O Z = 10 U W X ST=5 W n CMU/METAL CONNECTOR ENGINEERING ROOF DECK ROOFTRUSS OR RAFTER UPLIFT CONNECTION PER TYPICAL WALL SECTION a• SUB FASCIA MOISTURE BARRIER TYPICAL PORCH BY OTHERS 'I CEILING BOARD PER PLAN. SEE TABLE 2; MOISTURE BARRIER SHEET ST-1 (PORCH BY OTHERS CEILING BOARD) MASONRY LINTEL PER PLAN TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE, SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-B RACE FASTEN 2x6 NO.2 SYP` "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) ROOF D PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1)H2.5Tw/(10)8dx1'/` 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1-''. 7T(NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HGAM10) , MOISTURE BARRIER BETWEEN MASONRY r AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10, 1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. TOP OF FINISH FLOOR SLAB F-1" ABOVE _ F.F.E. 2x6x12 CENTE TOP OF 6-1" ABOVE F.F.E. qg" DIA. ANCHO 4'-9" ABOVE 2x4 PT TOP F. F. E. - 2'-9" ABOVE F.F.E. 0'-9" ABOVE F.F.E. TOP OF CURB F.F.E. (LOF OPENING 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 48' DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 %" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %" x 4,s" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL #5 CONT. 4 a g (1) #5 BAR AT CORNER - Ur) W/ MIN. 25" LAP Z #5 CONT. —� A D 0 PRE -CAST LINTEL PER PLAN FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER GARAGE SHEAR PIER VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM PRECAST LINTEL SEE PLAN EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. NO.5 VERT, BAR IN FILLED CELL AT EACH END OF PIER NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 30" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. CONCRETE FOUNDATION WORK PER PLAN OPTIONAL STUD COLUMN SCAB FOR TRUSS STRAP • MINIMUM T-0" SCAB w/ (2) ROWS OF 10d @ 6" O.C., MINIMUM (12) 10d • SECOND SCAB MAY BE ADDED AS NEEDED TO OPPOSITE SIDE TRUSSES NEEDING BRACING C O W-7 LO APEX 00 ) C) r N M J LLtd W SZ J true design st�� os a) Z Cf) a)l 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100,JAC1(sONVILLE,FL32211 c 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 CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS���� W Cy NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. F- 4, ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). :D 01HO190N 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. (n a6]" MAX T-BRACE FASTENED TO WEB W/ I Od AT 6" O.C. L-BRACE FASTENED TO WEB W/ 1 Od AT 6" O.C. 1 Jam i- W1 �5 m ��J � CONTINUOUS LATERAL RESTRAINT WEB W BRACE SUBSTITUTE Df -11 WEB MEMBER SPECIFIED I ALTERNATE BRACING Z) SIZE CLR ITORL SCAB C U) 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* U Z W 0 W�/ ly ) V O SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN WEB W/1OdAT6"O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. O 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR R (2) BRACES ARE Z REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. � TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. W WEB BRACING DETAIL U) �W/� O VJ BOND BEAM REINFORCEMENT J (SEE WALL SECTION) a w FILL SOLID TO BOND BEAM U u.i LLj 8 F - #--a-- DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. u BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED o ° 8U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 mLL WW w O Z � � Q W Lu o d ..� w W o LL1 LLJ 0. o J X LL � r f Z This <t,been electronically o signed and sealed by Davor Bozic, PE Z BOND BEAM on the date and/or time stamp 0 shown using a digital signature. REINFORCEMENT <C [3 Printed copies of this document are w (SEE WALL SECTION) 12� not considered signed and sealed W d and the signature must be verified Z C] by a 3rd Party Certificate Authority = FILL SOLID TO BOND BEAM on any electronic copy tU O w LL _0 LINTEL REINFORCEMENT Abbott Park J ° O C) ° J 8 F -1 - # -* DEPTH OF LINTEL ASSEMBLY "d" Q LOT 029-03-04 0 #5 BOTTOM BAR TO EXTEND U Q NO LESS THAN 1" BEYOND Z Z BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY PROJECT No: U) W 8" PRECAST LINTEL. SEE PLAN. _j 2023.004330 0 0 LL Z DRAWN: 8F-1-# C)EM IW" CHKD: LID DO (n W W J `��II/I�II�I// �I C) .. (n Z ILLI m Q' 41 © 80 o 'STAT OF`c A, > Z Z ��l//1111111�� (D Q p 02-21-2024 p H W CO REVISIONS: TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W C0 J Q } C) U) Q Q Z Z 0 = o w x w ST=6 w 4 CMUIMETAL CONNECTOR ENGINEERING TYPICAL ROOF DECK SHEATHING MAX 3'-0" OVERHANG CHANNEL REQUIREMENTS PER MANUFACTURER, 00 2x SYP BLOCK W1 (2) 0.131 " x 3" END -OR TOE -NAILS EACH END FASCIA AND DRIP EDGE PER ARCHITECT ATTACH SOFFIT TO 2x BLOCK 2x SYP NAILER (IF REQ'D): OR UNDERSIDE OF 2x FASCIA *TOWOOD FRAME (2)0.13 PER MANUFACTURER x 3" NAILS @ EACH STUD, MAX 12'SPAN 1x2 SYP NAILING STRIPS TO BLOCK/ NAILER MAX 24" O.C. TO CMU wl PT NAILER W1 (1) 0. 131 " x 21/2" NAIL EACH INTERSECTION •(2) ROWS 3/16 " x 4/4 " TAPCONS 9 MAX 24" O.C_ SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: CHANNEL REQUIREMENTS 1) SOFFIT MANUFACTURER ALLOWABLE PER MANUFACTURER PRESSURE. 2) +1-57.4 psf. SOFFIT W/ MULTIPLE SPANS 2x SYP NAILER (IF REQ'D): *TOWOOD FRAME (2)Q.131"x3' NAILS @ EACH STUD, MAX 24" O.C. *TOCMUw/PTNAILER (2)ROWS 3/16"x 23/4" TAPCONS @ MAX 24" O.C. CHANNEL REQUIREMENTS PER MANUFACTURER TYPICAL ROOF DECK SHEATHING CHANNEL REQUIREMENTS PER MANUFACTURER 2x SYP BLOCK Wl (2) 0.131 " x 3" END- OR TOE -NAILS EACH END FASCIA AND DRIP EDGE PER ARCHITECT ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: 1) SOFFIT MANUFACTURER ALLOWABLE PRESSURE. 2) +/-340 psf. SOFFIT W/ SINGLE SPAN SF SOFFIT DETAILS SOFFIT �� �� Soffit detail is intended to convey connections between members in the supporting structural frame, not the soffit connections to those members Product manufacturer and evaluating engineer retain responsibility for individual soffit products and their connection to supporting structural frame CIVIUMETAL CONNECTOR ENGINEERING AIL true demgn stvdlos 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 V If W J0� Z Lu 0 f ^ Vj Z> < 0 W r-1 I LLJ W W Cy LL This it< been electronically signed and sealed by favor Bozic, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy Abbott Park LOT 029-03-04 PROJECT NO: 2023.004330 DRAWN, EM CHKD: DO %jr,11111111jt 1'f �jOR So 4fj� C E N 4, • N 9 STATE OF .7' 41J 0 R N 02-21-2024 REVISIONS: I No. I Description I Date I ST-7 W ti Z 0 n W I-_ Z ry a- LI_ W co n W W 0 L0 0 W 0 U) Z fl Z CL U) W r W C) C0 0 Z 0 a 7 f3P 7375- ss32-:z leo Ro3a kov- Dy,l 2�3� sq�k