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HomeMy WebLinkAbout7999 Wheat Stone Dr3ocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF /i DRAWING INDEX ARCHITECTURAL SHEET NO. ISHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS A501 DETAILS A502 DETAILS - IF APPLICABLE w STRUCTURAL SHEET NO. SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS DR HORTON A4DB DELRAY ELEVATION A Abbott Park,, LOT 003mO3 ELECTRICAL SHEET NO. I SHEET NAME E100 1st LEVEL ELECTRICAL PLAN BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2020 FL BUILDING CODE - FUEL GAS: 2020 FL BUILDING CODE - PLUMBING: 2020 NATIONAL ELECTRIC CODE: 2017 FL BUILDING CODE - MECHANICAL: 2020 FL FIRE PREVENTION CODE: 2020 FL BUILDING CODE - ENERGY CONSERVATION: 2020 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES %,'!ITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS CONDITIONED AREA 1 st Floor 2034 SIF 2034 SF UNCONDITIONED AREA Garage 459 SIF Entry 28 SF Lanai 218 SF 705 SF Grand total 2739 SF 1 VOLUMES 1 st Floor 18982 CF Grand total 118982 CF ALL +h OMs SHAL! Ot ),",PUY WiTH PREVAILING CODES . I,.OpI +*i11w. vR7t7E. NATIONAL, LS (.j,,� A N P T ("I'r'd k. ORH'LLS C%!s - r �:AI�Ji,Fti REVIEW CRATE wy r 4 u2l CITY OF ZEPHYRHI� fF PLAN EXAMINE,"", O O N APEX 00 4 O N N co J LL W J J tds i true design studios z O Y U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 1._O O O W cn 016HO90N, N o - JM 1) W �fWQ 1✓ VJ U z w 0 W fY O O O O i ti u7 ti z U) U) w z m w w z z w Q 0 LL z O Q O a- O U Q � 0 Ix O J LL Q U z C7 � O PROJECT NC J O TZ DRAWN: U w CHKD: x W Q Q } m 0 zz O w z (n Z) O_ H U Q No. Description Date O J O z U w x w 0000 a. Q '_ Abbott Park LOT 003-03 2021.003493 LDG JAC 03-23-2021 REVISIONS: 0 W x z O 0 w z IY 0- U_ W J Q U U) 0 w Q z C� L7 W 0 LL O 0 O D7 W J Q U U) (D _z 0 U) z 0 W U) w 2 w J U co H O z 0 3ocuSign Envelope ID. FF938094-F8E1-45F2-846F-29196AA35ECF ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER MAIN DISC. 150 OR 200 AM P UNDGND SERV. BY POWER CO. Footer Re -Bar (sized according to foundation plan) b a ' #4 awg CU bare w/ 10' stubbed outside of slab at service o location. Connect to footer steel in w/ (2) ground clamps 5' apart a UFER GROUND DETAIL N.T.S. 150 = #1 Copper or 2/ 0 Alu 'num 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. — A/C DISCONNECT #12 COPPER TO APPLIANCES AND GFI TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #6 COPPER TO HVAC N.T.S. J4 =---- #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 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 FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • 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 LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R 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 ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BILK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC 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 FBC R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN T-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN S FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, • ALL CONSTRUCTION SHALL MEET THE LATEST COLUMNS AND TRIM SHALL RECEIVE A SAND EDITION OF CODES ADOPTED BY THE LOCAL FINISH. SEE ELEVATION FOR DEPTH OR RAISED GOVERNING AGENCIES BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND • PER FBC R302.5 NO OPENINGS FROM A PRIVATE WINDOWS AND DOORS MAY BE OPTIONAL PER GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING COMMUNITY SPECS - SEE COMMUNITY AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, SPECIFICATIONS OR CONSULT THE INSULATED STEEL OR 20 MIN. FIRE RATED DOORS CONSTRUCTION MANAGER. ALL BANDING SHALL NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED RECEIVE A SAND FINISH WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING • ROOF COVERING SEE COMMUNITY SEPARATING THE GARAGE AND DWELLING SHALL BE SPECIFICATIONS OR CONSULT THE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO • FLASHING SHALL BE INSTALLED AT WALL AND OPENINGS INTO THE GARAGE ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN . PER FBC TABLE R-302.6 GARAGE SHALL BE ROOF SLOPE OR DIRECTION, AND AROUND ROOF SEPARATED FROM RESIDENCE AND ITS ATTIC W/ OPENINGS MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE • WINDOW PAN FLASHING SHALL BE IN WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE ACCORDANCE WITH FBC R703.4 SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A • WALL HEIGHTS VERIFY ALL BEARING WALL FLOOR -CEILING ASSEMBLY. ANY STRUCTURE HEIGHTS WITH FINAL TRUSS LAYOUTS SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/MIN 1/2" GYP BOARD • LATH PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF . PER FBC R-312.1 PORCHES, BALCONIES OR RAISED CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE FLOOR SURFACES LOCATED MORE THAN 30" ABOVE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, OPEN SIDES OF STAIRS WITH A TOTAL RISE OF SPACED NOT MORE THAN 6 INCHES (152 MM), OR MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE AS OTHERWISE APPROVED SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE • PLASTER PER R703.7.2, PLASTERING WITH TREADS PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN THAN TWO COATS WHERE APPLIED OVER SIDES OF STAIRWAYS, RAISED FLOOR AREAS, MASONRY, CONCRETE, PRESSURE -PRESERVATIVE BALCONIES AND PORCHES SHALL HAVE TREATED WOOD OR DECAY -RESISTANT WOOD AS INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES SPECIFIED IN SECTION R317.1 OR GYPSUM WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER OR MORE IN DIAMETER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE . PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES ONLY TWO COATS, PROVIDED THE TOTAL OR FENCES CONTAINING OR FACING HOT TUBS, THICKNESS IS AS SET FORTH IN TABLE R702.1(1). SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, ON WOOD -FRAME CONSTRUCTION WITH AN BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT SWIMMING POOLS WHERE THE BOTTOM EXPOSED EXTEND BELOW, LATH, PAPER AND SCREED. THE EDGE OF THE GLAZING IS LESS THAN 60 INCHES PROPORTION OF AGGREGATE TO CEMENTITIOUS MEASURED VERTICALLY ABOVE ANY STANDING OR MATERIALS SHALL BE AS SET FORTH IN TABLE WALKING SURFACE, SHALL BE CONSIDERED A R702.1(3) HAZARDOUS LOCATION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS • WEEP SCREED PER R703.7.2.1 A MINIMUM LISTED. IF ANY OF THESE ITEMS LISTED IS 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS PLASTIC WEEP SCREED, WITH A MINIMUM TO BE TEMPERED VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE • PER FBC R312.2, PROVIDE WINDOW FALL FOUNDATION PLATE LINE ON EXTERIOR STUD PROTECTION IN ACCORDANCE WITH R312.2.1 AND WALLS IN ACCORDANCE WITH ASTM C926. THE R312.2.2 WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES I (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE . C.J. = RECOMMENDED MASONRY CONTROL JOINT WEATHER -RESISTANT BARRIER SHALL LAP THE LOCATION ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW j AND DOOR FLASHING, TAPING AND SEALANTS TO BE • WATER -RESISTIVE BARRIERS PER R703.7.3, INSTALLED PER BUILDER PROVIDED WATER -RESISTIVE BARRIERS SHALL BE INSTALLED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE . ALL FINISH DETAILS & TYPICAL PLAN NOTES BARRIER WITH A PERFORMANCE AT LEAST PROVIDED BY BUILDER IN ACCORDANCE WITH EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. TYPICAL BUILDER SPECIFICATIONS THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER • REFER TO STRUCTURAL ENGINEERING DRAWINGS PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SECTION R703.4) INTENDED TO DRAIN TO THE SPACING WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS 0 U 0 0 0 LID 0 APEX N U co v cu N N co W J ds �i J � true design studios > O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O O o ICn LU I--- rs wI 0,1HOBON' _j m 3 Z W (D 0� 0 0 rn ti o Q U) Z J 1 L J U)< 1_ w 0. Z J z Lu m LLJ O U) w W Q W Q Z_ O (D > Q Z m w Q W W 0 W W ti O LL X Z QO Z O Q 0 0_ H Z O a. U w Q W � Abbott Park JQ O U J U) U_ LOT 003-03 0 Q w Z Z _ O OPROJECT NO: w -j 2021.003493 0 O LL- DRAWN: O U LDG o w" CHKD: LO I JAC X w w Q U Q � � O 00 Z 0 W Z O W U) 2 O Q Z Z U) O 03-23-2021 �- W U REVISIONS: UJI U- Q No. Description Date W U) J Q U O O I- O Z Z O = 0 U W H X W AOOO 0_ Q „I )ocuSign Envelope ID: FF938094-F8E145F2-846F-29196AA35ECF s 9'-4 8'-0” 21'-2" 2'-8" T-6" 3'-4" Ir 2020 FX H8 2020 FX 2020 FX 8'- 0" H.H. +- 8'- 0" H.H. 8'- 0" H.H. = ------------ — 180 - -- - I I i I I io I I N N 2 o o DINING I I I I N BO 9'-4" CLG I I ' I I - OUTDOOR in N LIVING Ix- I I 9'-4" CLG I I I I 12'-4" o I I c) a- v I 1 � N 00 zo C) M 0o I I I I i i Q ao I I I I u rn M I I �8" 8'-8" I f q I I "o 4'-10" 21068 co CV M 70'-0" 5'-0" 25'-2" 140 — O 0 Q 3 SHS = PANTRY 143 9'-4" CLG m 00 KITCHEN N 9'-4" CLG 2-8 2-4 —T I IFol I� C I ~ � I I i I T-5" _ 4'-3" (, 2'-2" Co 1S&1R______ j O I I 0- WIC 06 N 9'-4" CLG W N I mzo I = map 2106 BATH 1 N BEDROOM 1 9'-4" CLG Ln 00 M 9'-4" CLG \ t° 0 N (9 o �, 1+ N ERIFY AC COND 21068 21068 125 00 LOCATION 101 120 W SITE PLAN co WIC 36"x60"/ 9 -4 col CLG ~0 L 1S&1R 9'-4" CLG 3010 FX TEMP 8'- 0" H.H. I i 31'-10" I i I 17'-8" L 5'-8" 1 5'-10 1 /2" 5-3 1 /2" 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 127 70'-0" 59'-10" 1 V-2" 2'-4 1 /2" If 5'-3 1 /2" 10" 2'-4" 11'-8" 25'-2" 3052 SH TEMP EGRESS 8'- 0" H.H. i Y 0 123 op I i l0 r+ 'I 00 � iV N N NI N Ni r-I r-II N I ! � i 101 C)E BEDROOM 3 `" BATH 2 BEDROOM 2 9'-4" CLG 9'-4" CLG 9'-4" CLG 13'-6" 7 3'-0" 4'-6 6-0" r—r 5' 1 -1 o f FOYER ___ N ENTRY �I 'IT9 -4 CLG 2, 9'-4" CLGI 6'-10" 8" 6'-4" 8" I 9'-2" N I I 11'-4" BEDROOM 4 9'-4" CLG 3052 SH TEMP EGRESS 8'- 0" H.H. I i I i I 11'-4" LaL_ JLj 2'-8" VERIFY AC COND LOCATION W/ SITE PLAN 26-10" GARAGE 9'-4" CLG 21'-6" HB I 1 W. v v 0 N M co N 11 N i FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 %" 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 O' U. o > N 0 APES N U 00 N!I d' X Cluj � OI N N co J U- ; W J tds J true design studios Q> Z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 ui -� O O � o � W H_ � � N 0` HUDN N > o �. J in W cr- Q � C� W U Z W U' W w 0 0 0 rn ti d ti O Q U) Z W w W J Z w Uj O w W w W Q W `Zn V > Q Q w m w o 0 0 J w W O �' X LLLLLL Z Q O Z O < 0 Z O IZ U LL W � Abbott Park JQ OUL U Q LOT 003-03 0 U Q Z Z _ U W PROJECT NO: W OJ 2021.003493 O W Z DRAWN: O U LDG o w CHKD: LO JAC co x W W U Q W m Z Uj Z Q O W U) 2 O Q Z Z U QQ O_ 03-23-2021 Q H W U REVISIONS: LU LL �. Q No. Description Date W J Q >- U O I— Z Z = O U � W X Al 10 W C- Q DocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 12 5 1st LEVEL BRG 1st LEVEL BRG --------------- _ _ 9' 9 -U'' -- -- _ - _- - -_ _ - --_ - - - - - _- - -- - _ - - ---- - - - ---- _ _- - --__ _- - _ - __ -_-_ _ - - -_-_ - -• - 1st LEVEL FFE 1st LV E EL FFE---------- o' o LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT VENT PROP PROP Area HIGH LOW # RATIO I HIGH �LINEALFT� LOW 2738 SF 657 in 657 in 4 144 576 160 1470.4 (Typ'l `P at END ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12 5 1st LEVEL BRG _ 1st LEVEL BRG ,;- - - 9 4 9' 4 1st LEVEL FFE 1 LEVEL FFE st RIGHT ELEVATION 1/8" =1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG ------------ 1st LEVEL FFE _ 1st LEVEL BRG 9'-4" REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 220 st LEVEL FFE o1- o"� 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RI DGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE WISTUCCO 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 SHALL BE 718" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTES AOOO 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 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2'k TRI M - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED -1" PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 7 PROJ U.N.O. 262 - 1'k 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 TI LES 267 - 40 HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. V OF LIGHT TO BE 94Y" A-F.F. U.N.O. BUILDING HEIGHTAFF HEIGHT ABV GRADE ___ — _ — — — — — — — —_ _ BUILDING HEIGHT AFFt --�---- -� - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - --------------------- 1T-11— -7/8-—"--------- ------- 18' --771-8" ��` ---- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1T- -117%8" 1st LEVEL BRG 4„- ------------ 6" 26❑6 - -FU263 18"x62 7 ril 2" OVER 40" 260 _ (+1" PROJ) _ _E=� SLP TOP z:•. 4':�J 0 1st LEVEL FIFEN _ ______ _ —01 ------------------ -------- - 3068 w/ 3010- TRANSOM ABV FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL FFE O U O O O APEX s c d' �C rn � t0 CV r J LL tds J Q J true design studios � z O U) Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O o � O 4- cn w = cn 041HORMN, m � W 0 UCD z W W O O O LO ti L ti O Q z Cn w co Q _ LU w W J z w m LLJ O U) U Q C w c w Q z cD > Q Q z w o w (� w J 2 0 0 w w ti O ry J X z LL Z O z 0 Q 0 W w O 1­— a- z O a U W w Abbott Park Q O U J (n U- LOT 003-03 0 Q w _ F- z Z OPROJECT NO: W J 2021.003493 O U- z DRAWN: O U LDG o LO CHKD: JAC U) X w w � U X 0c0 Z_ 0 W Q Z 0 O w U) 2 C7 Q Z z c� Q O 03-23-2021 p H W U REVISIONS: U- No. Description Date w � J Q � U O I- O z z O 2 0 U W X w A200 a Q INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS CONCRETE TILE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD *OOF PLAN) TRUSSES (RE: STRUCTURAL) I�118110IN] IT, 101V11•ly/: 4Z lx2 DRIP EDGE• �j . **42x6 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 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) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS �8" THICK STUCCO FINISH - TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) VARIES (RE: �12 ELEVATION) I 1st LEVEL TOB rbVARIES (RE: ELEV) INSULATION PER CODE 12" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE- STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE- WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA TYP ONE-STORY WALL SECTION VARIES (RE: OOF PLAN) I' �I r �I p d a a 0 SCALE: 1" = 1'-0" VARIES (RE: 12 ELEVATION) F FIFINTEN W - ImL 7 INSULATION PER CODE 12" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE.- STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1 /2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX — 1 x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" - a i _ INSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) 1 TYP ONE-STORY WALL SECTION �OO SCALE: 1" = 1'-0" 0 0 N LO N o 4 0 rn N N co J LL W J J_ z 0 Y 0 0 w 0 J m w Q C� W U z w w w 0 0 0 ti It LO O z W U) w z U) Z) 00 w Ill z z w 0 O LL z O Q 0 a O U 0 w O .J LL Q U z O J z U w x W a. XQ m p w z O w Q z m O H i= LL Q W O J O z U w x W a_ Q t'ds Q true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 cn O c Cn w M w n i x z O � p w z Ir w -- Q U) PROJECT NO: 0 H z DRAWN: DVO 0 U) CHKD: 0 TSD LL O 0 0 LO cn w J Q U U) /U) V z_ p U) 0 z REVISIONS: Q No. Description Date p W U) w H W J Q U U) A400z O p )ocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF Z CO WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOFNVALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B ® FOLD FOLD at 45° ® 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 SHINGLE ROOFING � DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX BOTTOM O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ® ® FOLD at 77° WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES x ROOF/WALL SCREED x x x x 5x5 WALL FLASHING x x e2 \ M��N Z oN LU = a_ Zw � a x x x FLASHING x (SEE DETAIL) y� WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) FASCIA WRAP NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS; BLDG PAPER UNDER 'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATI, WRB LAYER #1, STUC WRAP WOOD SHEATHING STEP #1 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 APPROVED HOUSEWRAP BELOW WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING O � OVER APPROVED CUT SUCH THAT NO �— HOUSEWRAP MEMBRANE ENTERS BOX, APPLY TO FACE WRB LAYER #2, EDGE FORTIFIBER BLDG PAPER APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 STEP #5 ELECTRICAL RECEPTACLE +- -TV / I - + / j 2x SUB-BAND\W/1/2"X? NOTCH _ IL @ END, WRAPPED IN PEEL & STICK \ 1 i DRIP EDGE -------- --�. {� 1\ I'1 , TEXTURED I FINISH @ WOOD�S8" TEXTURED FINISH @ CMU 1 1/8'L Y / \ " I. FROM METAL FASC�A WRAP FROM a STUCCOI, FROM WObD WALL j \ \ i• L EXTERIOR WALL \ FRAME OR CMU) \ \ \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ ROOF DECK (BEYOND) 0 ELEVATION PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCIP 2x SUB -BAND W/1 ti2"x4" NOTCH @ ENC METAL WRAP FASCIA 2x6 SUB BE DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL WALL 8„ Ilk STEP #2 STEP #4 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK "ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL 0). WALL CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK ROOF CEMENT @ ROOF =DGE OMITTED FOR CLARITY k1L IQ. WALL W/ KICK -OUT SCALE: N.T.S. O O O 0 N >, O' � APEX O C U O Q3 X � O N � N M IL L j G2 J J Z tds O true design studios U) rA U 9000 REGENCY SQUARE BLVD. N O SUITE 100, JACKSONVILLE, FL 32211 O 6 r- 0 w i3 H � cn U. o � J 11HOMON' a) m L w r �. Q 0CIL U Z LLJ a) Of O O O O ti It LO I- O Z U) U) w I — V, Z_ w G7 00 m N I..L w W w Z z G w Q O � 0 O w W o Q L= o fy_ a w O U - X Q z O Q z U z a Ll- O -- Q J O V Z 0 UPROJECT NO: w w Q 1-- Z DRAWN: 0li DVO Q CHKD: w TSD w 0 10 m 0 LO U) >w w O J U w 2 co Z 0 U) z O H � U_ U- Q cn Z co REVISIONS: Q O J Z 2 U w 1-- x 0 w U) w 2 H w _J w U I1 W Q 1-- 0A500 0 0 )ocuSign Envelope ID: FF938094-F8E145F2-846F-29196AA35ECF I f a CDOR c N T Iq APEX C) x T N t6 CV M J LL -� W J J z d s O true design studios Y U 9000 REGENCY SQUARE BLVD. qj o SUITE 100, JACKSONVILLE, FL 32211 C o vi o W 1 U) 01HOMN' \ 1 ELECTRIC METER m FIELD ELECTRIC METER FIELD VERIFY LOCATION IFY � / \ LOCATION _ APPLY STUCCO SCRATCH COAT AND ONE (1) < JOINT W/ STRIP LATH PRE FORMED CONTROL O 5/8" CEMENT PLASTER LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC a 12" WIDE SELF-ADHESIVE METER (n FLASHING CENTERED UNDER >_ CONTROL JOINT (CLEAN I CAVITY TO BE FILLED z MASONRY BEFORE APPLYING) WITH RIGID POLYMERIC .: ISOCYANOTE-POLYBLEN (D FOAM ("GREAT STUFF" OR W SIMILAR) �. / — APPLY A SILICON BASE p STUCCO FINISH SEALANT AT POINT THAT � —T — ELEC WIRE PENETRATES 5/8" CEMENT PLASTER / 6" SELF ADHESIVE LO X:: 12" WIDE SELF-ADHESIVE L OVER TOP & SIDES I� FLASHING CENTERED UNDER CONTROL JOINT (CLEAN \ SELF FLASHING MASONRY BEFORE APPLYING) / UNIT z PROVIDE STUCCO U) ( ) SCRATCH COAT LARGER W JOINT W/ STRIP LATH `� PRE -FORMED CONTROL THAN THE ELECTRIC z w PREMANUF. • METER CAN OR METER • � �� � � � \ / DRYER VENT CAP _ / (SET IN CONT. AREA TO RECEIVE CAN AND DISCONNECT ca LL 8" CMU 1 ,. ) -�- CAN STUCCO SCRATCH COAT f. I SEALANT at W & 1 COAT OF PAINT W/ W I TOP & SIDES BACK -ROLL PRIOR TO W i ELECTRIC METER z INSTALLATION U' i z w O Q CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRICAL CONDUIT PENETRATION o SCALE: N.T. . SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. U w z wN O L.L.. LL w WOOD CONST BEYOND w FIBERCEMENT -OR-VINYL LAP � � WOOD SHEATHING SIDING OVER APPROVED INSTALLED PER 6" SELF -ADHERING WEATHER RESISTIVE MFRHOUSEWRAP WRITTEN SPECIFICATIONS O T FLASHING BARRIER #1 ## FINISH COATING OVER PRIMED U X THREE COAT STUCCO FINISH EXTEND HOUSEWRAP Q T WEATHER RESISTIVE WEATHER RESISTIVE JJ (/$ NOM) OVER GALV MTL LATH WD SHEATHING l' 7 OVER NAILING FLANGE `- BARRIER #1 BARRIER #2 OVER 15# FELT OVER APPROVED _ z \ (RE: STRUCT) HOUSEWRAP WD SHEATHING O VINYL ANGLED Q\ CASING BEAD WEATHER RESISTIVE \ X[, (RE: STRUCT) BARRIER #2 \ 5/16" X 7 1/4" LAP { FASTEN TO WD STRUCTURAL _ IL. W (AM66-ANGLED-1250) \ SIDING W/ 6 REVEAL l MEMBER at 7" O.C. MAX - MTL DRIP FLASHING W/ Q z 1 HEMMED EDGE SET IN CONT 1 a STARTER STRIP �8" TO 48" MID -WALL 2 1/2„ - BEAD OF SEALANT 0 / WEEP SCREED z I L 8" CMU CORNER BEAD / I DO NOT CAULK OR (FASTENER & 6" SELF -ADHERING SEAL OPENING N Z Q I- TRIM (RE: ELEVATION) r. LL SPACING at 7"O.C.) FLASHING / } o z EXTEND 12" SELF -ADHERING (� W z o 77 MEMBRANE FLASHING OVER a GALVD METAL —: GALVD METAL "Z" WINDOW FLANGE SET IN CONT J U } > "Z" FLASHING _ 6" WIDE STRIP SELF ADHESIVE w U_ x J N FLASHING BEAD OF SEALANT O W w FLASHING, CLEAN MASONRY j = DO NOT CAULK OR 1 1/4" X 6" SIMULATED BEFORE APPLYING VINYL FLANGE CASING BEAD = PROJECT NO: 0 j SEAL OPENING INSTALLED PER MFR () WOOD TRIM MEMBER / 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) Q / STUCCO TEXTURED PER COMMUNITY Z CMU 1 1/4" X 6" SIMULATED •' CASING BEAD SPECIFCATIONS 1/2" (MIN) STUCCO FINISH X DRAWN: VINYL CASING WOOD TRIM MEMBER TEXTURED PER COMMUNITY LLI SPECIFCATIONS DVO (A BEAD (AM66-1250) 1/2" (MIN) STUCCO FINISH ti Q W TEXTURED PER COMMUNITY SEAL GAP W/ CAULKING / CHKD: TSD 0 1/2" (MIN) TEXTURED SPECIFCATIONS OR APPROVED SEALANT LL FINISH at MASONRY STUCCO SIDING o STUCCO CASING BEAD } m CD RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) LU `� w � SCALE- N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. w SCALE: N.T.S. p Q W U Q cn z (D U) zry O Q CMU WALL W/ SELF ADHESIVE -OR- FLUID CMU WALL W/ ~ 1/2" (MIN) STUCCO APPLIED PAN FLASHING (CLEAN CMU LINTEL 1/2" MIN STUCCO FINISH ~ E STRUCTURAL) (RE: STRUCTURAL) (RE: STRUCTURAL) 4 " STUCCO FINISH (MIN) (� FINISH TEXTURED e MASONRY BEFORE APPLYING) PER COMMUNITY (R . S U ) EXTEND UP AT JAMBS (4" MIN) 'z" GYP BRD OVER 1�" GYP BR D OVERILL U) SPECIFCATIONS Y�" GYP BRD OVER ' �— PRE -SHAPED STUC BAND" GYP BRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED 1x2 TREATED Q Z 1x2 TREATED W/ SLP TOP INSTALLIFD PER 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS FURRING STRIPS _ (A FURRING STRIPS MFR WRITTEN SPE(J5 (RE: FURRING STRIPS WRITTEN SPECS (RE: ELEV) PRECAST CONCRETE SILL at CMU WALL (TYP) CONTINUOUS BEAD at CMU WALL (TYP) CONTINUOUS BEAD — FLANGE CASING at CMU WALL (TYP) ELEV) at CMU WALL (TYP) OF SEALANT OF SEALANT REVISIONS: SELF ADHESIVE O FLUID SELF ADHESIVE -OR- FLUID PT 1x4 - BEAD WOOD BLOCKIN Y8" BACKER ROD W/ SEALANT APPLIED FLASHING LEAN APPLIED FLASHING (CLEAN PT 1x4 SELF ADHESIVE -OR- SELF ADHESIVE -OR- O No. Description Date o MASONRY BEFORE PPLYING) MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD FLUID APPLIED PT 2x4 FRAME FLUID APPLIED O W PT 1x WOOD BUCK" PT 2x4 FRAME ANCHOR ANCHOR PT 1x WOOD BUCK GYP BIRD OVER INSTALLED PER MFR FLASHING (CLEAN FLASHING (CLEAN VINYL FLANGE CASI G BEAD VINYL FLANGE CASING BEAD 1x2 TREATED WRITTEN SPECS (TYP) SHIM AS NEEDED gqMppAppS��OyyNNRGY,BEFORE MASONRY BEFORE z W SHIM AS NEEDED INSTALLED PER MF SHIM AS NEEDED INSTALLED TMFR FURRING STRIPS CMU STEMWALL W/ METALI DOOR FRAME SHIM AS NEEDED AT�-�TIMOR FRAME U WRITTEN SPECS (TYP) SPECS at CMU WALL (TYP) I �8" STUCCO FINISH w 48' BACKER ROD W/ SEALANT 48' BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR X Q INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR W U CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CMU Q o SCALE: N.T.S. SCALE: 1 y2" = 1'-0" SCALE: 1 �2" = 1'-0" SCALE: 1 �2" = 1'-0" SCALE: 1 y2" = 1'-0" SCALE: 1 y2" = 1'-0" z A501 O 11, 3ocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF PANEL: PANEL 9 RATING: 200A MLO MIN AIC RATING: 22,000 A SERVICE: 120/240V 10-3W MOUNTING: SURFACE 1:10AMA CIRCUIT ; CIRCLIiT LQA i CESC"ITiQI IC►.IE1 BI~tC I�A51 IiK 1*QL.IIWSYIPE Ir►ESCIF'IE NO. try. • 1 A 2 20 1 R APPLIANCE GFI WATER HEATER F 2 30 3 B 4 20 1 R APPLIANCE GFI 5 A 6 20 1 L,R GREAT ROOM SYS. 1 CONDENSING UNIT M 2 30 7 B 8 20 1 L,R DINING 9 A 10 20 1 L,R BED 2 SYS. 1 AHU M 2 20 11 B 12 20 1 L,R BED 3 13 A 1 14 20 1 1 L,R BED 4 DRYER F 2 30 15 B 16 20 1 L,R OWNERS 17 A 18 20 1 L,R GARAGE/EXTERIOR OVEN/RANGE F 2 40 19 B 20 20 1 - SPARE REFRIGERATOR F 1 20 21 A 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 B 24 20 1 - SPARE DISHWASHER/DISPOSAL F 1 20 25 A 26 20 1 - SPARE MICROWAVE/HOOD F 1 20 27 B 28 20 1 1 - SPARE LAUNDRY R 1 20 29 A 30 20 1 1 - SPARE ELECTRICAL LOAD CALCULATIONS caxlr cT © ©IM 0 WAIF � OAD LEAD DESCRIPTION LOAi;I {iA) FACTS (VA)'; GENERAL LIGHTING (3 VA/FT2) 6102 - - SMALL APPLIANCE 1500 - - SMALL APPLIANCE 1500 - - LAUNDRY CIRCUIT 1500 - - DISHWASHER 1500 - - WASTE DISPOSAL 800 - - WATER HEATER 4500 - - OVENIRANGE 14900 - - MICROWAVE/HOOD 1000 - - GARAGE DOOR OPENER 600 DRYER 5400 - - GENERAL LOAD 10000 100% 10000 GENERAL LOAD 29302 40% 11720.8 HEATING/AC 2.5 TONS + 3 kW) 6438 100% 6438 TOTALS 45740 - 28159 120/240VSERVICE/FEEDER LOAD (A) 117 MAIN BREAKER (A) 200 1 1 0 ..... ..................... ,................ .... ..... .................... ...... ........ ............ .... -.- -...- ......... .. ...E ......, � ,.. .. .,..,.. r,.,xx.. „,:.w.. :: ,..,.,, , „ ..,. �.............. AFI PH 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" GFI CLG ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME 4-WAY SWITCH GARAGE DOOR -- - BUTTON — DIMMER SWITCH r_1 GARAGE DOOR p LUU OPENER 1 220 VOLT OUTLET 7�—.0 8I GFCI DUPLEX OUTLET 6 DUPLEX OUTLET 6 CEILING OUTLET A AFCI DUPLEX OUTLET R FLOOR OUTLET - - ----- ® SMOKE DETECTOR 6 JUNCTION BOX JB © CARBON MONOXIDE © CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET PANEL SERVICE PANEL b TELEPHONE OUTLET �SERVICE METER m GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT Em STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN -VENT TO EXT CLOSET CASTER _CASTER LIGHT UNDER CABINET LIGHT PULL CHAIN LIGHT KEYLESS LIGHT -0- FLUSH MOUNT LIGHT -(>HANGING HANGING LIGHT HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT ® FLUORESCENT LIGHT RECTANGULAR FIR ROUND PRE -WIRE FOR CEILING FAN( CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN W/ CEILING FAN LIGHT ROUGH -IN f ( _ f Af%1\ 001 o O APEX co V (U �t V cv N co J LL � Ld J J � true design studios z O U U 9000 REGENCY SQUARE BLVD. a SUITE 100, JACKSONVILLE, FL 32211 ch o o w BORSH0190N, o w m W AWKA a c. CJ `� U z w W IY 0 0 0 rn ti d' u7 ti o Q � z W U Q_ U) w W z J z W Uj O _ w �— 5 W z cD > 0 a w m LW o o Q J W 2 � W � ti O i _x z Z Z O O I — a o w w ^ I— ivvL _z Il O a U w a w � Abbott Park Ja O UL a LOT 003-03 0 H U a _z z (D w O PROJECT NO: W j 2021.003493 O w z DRAWN: O U LDG o w CHKD: LO JAC w w a X U0 m z o � w z � o O w � O a z z U) a O 03-23-2021 p H w U REVISIONS: U_ 1- a No. Description Date w cn >- U z ° 2 0 U w I- X W El 00 Q_ a )ocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF is PRODUCT APPROVAL LISTING -LOT SPECIFIC (A GENERAL) EXPIRATION DATE 2355-R7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 9589-R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1473.R-5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10007R-8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.PS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.84 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10667-R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10866-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11468-RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495-RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 1045.RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10446.R SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447,R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10446.R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13528-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 0860.RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 11496.RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872-R4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13975-R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13904.R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 15363-R3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10 531.R-5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 15730-R4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 FL 162-R5 KAYCAN LTD. PANEL WALLS SOFFIT 2020FBCR 3/2/2023 FL 32502 PLYGEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 FL15 49-R7 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2021 FL174-R8 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 12/31/2021 FL17880m--R6 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2021 FL 15351R-5 MI WINDOWS & DOORS WINDOWS MULLIONS 2020 FBCR 12/31/2021 FL1786-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 FL 5678.RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2021 FL 14 98.RS Silverline Ext. Doors Gliding Patio Door 2020 FBCR 08/03/2021 FL 15332.R6 MI Windows & Doors Ext. Doors Sliding Glass Door 2020 FBCR 12/31/2024 FL 20461-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2020 FBCR 12/31/2021 FL 10758.1 8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 10/13/2021 FL27945.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2021 FL 4103.R11 TAMKO ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2021 FL 3031.0-R1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2020FBCR 8/17/2021 FL 158.813 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL10477,_R8 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 FL19901-R4 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 F113192-R6 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 FL13223-RS James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 FL13265-RS James Hardie Building Products, Inc Panel Walls SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW RORIDABUILDING.ORG CONTROL DATE: 02/03/2021 O O O U N u7 > CY N O OR O O -� O U APEX n N M N M J LL 1 W J � J L z tds -6 0 true design studios U Y Q 4- 9000 REGENCY SQUARE BLVD. C o SUITE 100, JACKSONVILLE, FL 32211 0 W U a 0 W > sH09ON' m � W C� g, U z 0 W W O O O rn v r` z U J W Q w zc') ca Q w > Z W _ O z Q � J z LL W O 0 am Cl) U) R W — U) o as W a. z Q 0 O W O x a. O z U O Q 0 0 W W F- O z J LL 4_ Q w z Q C� U) O 0 O PROJECT NO: z Q x z ULLJ (� DRAWN: x MJP o aCHKD: U_ Q NE O x o Q O u7 m — 0 W W J z U 3: C0 O U) W 0 z Q � z � 0 O � m � O U z U_ Q REVISIONS: < W -- af } No. Description Date W C� cn O W O - z W 2 J U Q Cn w o Q A001 z O 0 )ocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 i FrFNn >0 _w N Qw N LL Building Code Florida Building and Residential Codes , 7tn Edition (2020) Code for Design Loads ANSI/ASCE 7-16 ROOF LOADING' ............................................... Cd = 1.25 TOP CHORD LIVE LOAD .................................. 20 PSF TOP CHORD DEAD LOAD................................7 PSF (TILE = 15 PSF) BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE ............... 20 PSF ATTICS WITHOUT STORAGE .......................10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF WIND LOADING ................................................. Cd 1.60 ASCE 7-16, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY..................................0 BUILDING CATEGORY.....................................11 ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF.......................0 18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING..............................................Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD ........................ 5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL/240 WOOD I JOISTS ............................................... TL MAX '/2' LL / 360 BEAMS'.............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED %' DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0-20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 VINYL SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301.2 (7) 1 ST FLOOR (TYP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NnTFS 3 4 w 0 STUCCO AND DIRECTLY MIN'%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%e' 24/16 w = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE LU F F- cv (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. ww� U ; z ALL OTHER VENEER MIN 1%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); n(NOTE 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y C� rn TILE AND METAL ROOF MIN1532" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION xs (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND UJ 6" O.C. IN THE FIELD 0O w � MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 m 0 SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2%32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN 33" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN '/" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 3" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL PHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANSPECIFICATIONSL 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. 15/32" 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. 1%32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1532" 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 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 411 PRESSURE TREATED LUMBER DIAMETER LENGTH 8d COMMON 0.131" 2-'/2" RSRS-01 0.113" 2-%" RSRS-03 0.131" 2-'Y." 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-1/4' 16d SINKER 0.148" 3-1/." 16d COMMON 0.162" 3-'/2' NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 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. PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER 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. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT V SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. 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. 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 M." SIDS SCREWS (8)%" x 1'/2' WS15-GC DTT2Z IN STUD %2' 0 X 4 %2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 0 x 4'/2" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 %" IN (18)0.162"x2'/2"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 1/" MTW12 (7) 10d x 1 ''/2' (NOTE 2) %" 0 x 6" EMBED ANCHOR §8 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 1/" IN (26) 0.162" x 2 %2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) %" 0 x 6" EMBED ANCHOR §8' 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%." x 3" SIDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7/8' 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7/8' 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 %" IN TRUSS (7) 10d x 1 %" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) %4' x 2 'W TITEN (5) ''Y." x 2 'W TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 '/2' IN TRUSS (9) 10d x 1 %" IN TRUSS (11) 10d x 1 %" IN (11) 10d x 1 %" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTVV20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 '/2' IN (11) 10d x 1 %" IN STUD STUD (12) 10d x 1 ''/z" IN (8) 10d x 11/2" IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20TRUSS/RAFTER (NOTE 6) §8" 0 x 7" EMBED EPDXY §8' 0 x 7" EMBED EPDXY (12) 10d x 1 '%" IN (4) %" x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1 %2" IN (5) 8d x 1'/2" IN ABU66 %" 0 x 7" EMBED EPDXY PAU66 §a" 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1 %2" IN RT7AT (5) 8d x 1'/2" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1'Y2" IN (5) 10d x 1 %2" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1'/2" IN TOP PLATE (5) 10d x 1'/2" IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) /4' x 2 W TITEN LUGT2 (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY (26) 16d SINKER OR EQUIVALENT (28) 16d SINKER IN WALL (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS %." x 2'/z" (1 (12) WS25 '/4' x 2 %2" + + (4)%" x 1 /2" SIDS SCREW 4 '/." x 1 %z" WS15 SCREWS () IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA1 OK (4)%" x 3" SIDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SIDS %" x 1 %" SCREWS (4) ''/4' x 1'/2' WS15 SCREWS HGAM10KT ''/4IN TRUSS/RAFTER ' HGAM10KT IN TRUSS/ RAFTER (4) /,x 1 /. WEDGE BOLT (4) x 2%" TITEN SCREWS IN MASONRY OR EQUIVALENT IN MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2'Y2" 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 Y." 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'/4' 0 x 1 %" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 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 MIXED PER ASTM C476 STANDARDS. Pc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 '/," WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 %" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/." WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2" WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS ''/2" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE 2 2 STUDS '0 w �o 2 ANCHOR ccr) NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS, STUDS TO MATCH WALL FRAMING SIZE AND GRADE, LINO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD TYPE OF STRAP CONNECTING HEADER TO JACK STUD KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY O O N u7 r- N 00 4 O O N N co J LL w J J z O U) Y 0 Q O O T_ w Z) U) 0 J m W Q U) 0 z w W w O O O O ti u7 I` LOADED CONDITIONS ABOVE 0 #2 SYP HEADER FRAMING KEYNOTE z (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING (n w NUMBER OF JACK STUDS EACH SIDE OF OPENING z DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER m ENGINEERED LUMBER HEADER FRAMING KEYNOTE w W (2) 9'/2' LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING z NUMBER OF JACK STUDS EACH SIDE OF OPENING Z HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) w DEPTH OF LOAD -BEARING EWP HEADER Q 0 NUMBER OF PLIES IN HEADER (1 '/," WIDE UNO) ct HEADER FRAMING ° J LL 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. z STAGGERED. O 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. Q 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 0� 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS O 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. a- 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST O U FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: Q • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 Orf • SPH w/ (12) 10d x 1-'/2" @ 16" O.C. OR o • DSP w/ (14) 10d x 1-'/2' @ 16" O.C. OR LL • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 -Y2" kOR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. U z FRAMING NOTES 0 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S 2 SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. CU 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LU 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. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. in7. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 0 THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. w 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD z O w Q z 0 O H LL Q 0 CD O J O z 0 w H X w a. APEX i tds true design studios >� 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Q a) Q Uj � J z � O�w LLJ 0 _I Q O LU Q Q 0 J w W W X Q U_ � z O 0 W z d LL w Abbott Park J 0 0 LOT 003-03 0 w z O U) PROJECT NO: w 2021.003493 0 LL O DRAWN: LDG o CHKD: L`7 MJP U) W J Q 0 ,N J iN LANI,F.,�� v) \cENSSS -. z . t�To r$� .tan d b STATE OF .FpQ 4R�'435... Z ##'SS/ONA\-� 03-23-2021 p w CD REVISIONS: No. Description Date ~ w J Q 0 O z O 0 CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF 2020 V1.0 N 0. VERIFY AC COND LOCATION W/ SITE PLAN T-0" Y V-4„ mm 70'-0" 59'-10" 29'-6" 5'-0" 14'-0" I 0— — I I 1 T-2.D i 1 I N I _ Fh I I. L— — — — — — — — — — — — — — — — — — — — — t — — — — — — vl—...... — — — — — _j — — — L— — — — — — — — — — — — — — — — — N I ■ 5 SIM 9" CURB FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 70'-0" 00 V T-2.D T-2.113 1 0 1 ■ - - - - - - - - - - - - - - - - - - - - - - - - - N v T-0" r I VERIFY AC COND LOCATION W/ SITE PLAN 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 BEARII'G CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR, ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-21). O O N LO N 00 4 O O N N M J LL W J J z O Vj FOUNDATION KEYNOTES: DC1 0 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN IA]O 8"x8" DEEP THICKENED [B] 12" DEEP FTG UNDER BOX O EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN W H 16"SQx12" DEEP FTG I� 24"SQx20" DEEP FTG U) I w/ (3) #4 EW -1 L ` 30"SQx20" DEEP FTG � 36"SQx20" DEEP FTG 0 � w/ (4) #4 EW w/ (4) #4 EW J m 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY w w/ (5) #4 EW, T&B NOTES ON ST-1 Q 1 1/2" SLAB EXTENSION D AT FULL ROUGH OPENING WIDTH I z W W O O O ***NOTE TO CONTRACTOR*** 0-) DR HORTON DOES NOT ALLOW FIBERMESH AS AN ~ ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET LO ti BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT U) MANUFACTURER AND DR HORTON. U) W z_ cn m w w W W Q 0 LL z _O Q O O U Q 0 O J LL 4 U _ _z (D J O z w X w a- X 0}0 5,1 � z O W Q z U) Z) O LIL U) (D SANITARY ISOMETRIC ° J O z U W H X W a J tds L2 true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 cn tm Q U) oC Q LU J O LLJ cis p � � Q o 000, W < 0 J W � w W W x X Q LL z Z O 0 w z a LL W Abbott Park Q U U) LOT 003-03 0 w Q z CD U) PROJECT NO: W 0 2021.003493 LL O DRAWN: LDG o LO CHKD: MJP U) 0111111111111 ,JN LA/Vj� �, 5� (n G E NSF''4 ,��� z No 85166 y -10' .. O:. STATE OF ` Al � O R, O P �\�:�� z O N A1. ���tttttt Q 03-23-2021 Q W REVISIONS: No. Description Date ~ w J Q U 0 z O 0 ST=2 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER D ° FLUSH w/ 3000psi CONCRETE. D EXISTING FOUNDATION. D ° ° D D \ D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL WHERE NEEDED MIN. 3" EDGE DISTANCE U .I STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ I ° p ° D - -D D - - o p -� - ° ; (2) ROWS OF 3/s' DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D EXISTING FOUNDATION D \ D 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH jk 0'-0" A.F.F. SEE ARCH -, - - e- - - - - (MAX 20" ° a ° ° DEEP) \//\\/\\\/\\ ° ° / 4„ a e 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 4 ° VAPOR BARRIER 3 BEARING WALL FOOTING SECTION ' An =` ^^"'T'"" If-%UO BAR AS AP AS SHOWN LIWIYIIIYIJV VV VVIYVI\L I" FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, CMUIr 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE U)O OU) UZ �(a) ) DEGREE 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4 OR #5 REINFORCING PER MONOLITHIC FOOTING SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL + STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCA VERTICAL / AND TIE INTO STEMWALL FOOTING REINF RCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. - - - - - - - w (n a Q o VAPOR BARRIER /\\� I W wo X #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C.\/\\ 4 TO 5 COURSES: 48" O.C.\�/�/ /\/ j�/// , ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM ADDI \/ . //�\ \' #5 DI BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. lei (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. U-BLOCK W/ U U)(1)#4OR#5 w LU LU w CONT - (1) w FINISH / O GRADE \/\\/\\ \\ \ \ \\ \\\ \\\\ a l FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 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" MIN` ,. \ . 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3 %" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. ° VAPOR BARRIER / FOOTING TO BEAR ON FIRM UNDISTURBED SOIL b 12" UNDER 1 STORY WALL W/ ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ I#4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1.1 FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING D VAPOR BARRIER o ° Z) SEE NOTES (MAX 16") U 0 STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH -MIN 6" N ALL OTHER EXTERIOR WALL CLADDING - MIN 8", U.N.O. ON ARCH O O \%� APEX �\ 12 M IN00 c:) {D FOOTING TO BEAR ON T. 6"OPEXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M ~` (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J f, BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/tds LL w (2) #5 OR (3) #4 CONTINUOUS J z true design studios � 1 MONOLITHIC FOOTING SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: U) • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211cb FROM STRUCTURE STEEPER THAN V-0" VERTICALLY O PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL, O O w CONCRETE SLAB w/ 6x6 w N cy (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH ~ cy cn 01HURION W zzz VAPOR BARRIER Q n 0 r 3 BEARING WALL FOOTING SECTION Z w 0 w CONCRETE SLAB W/ 6x6 w W1.4 x W1.4 WWF OR c:) FIBERMESH O 0'-0" A.F.F. C) SEE ARCH \ DETAILS LO 8" MIN O U) \\, Z W 8"x8" THICKENED 8" FTG AT U) STEP-DOWN, SEE VAPOR BARRIER w PLAN z z I..0 40CURB STEP SECTION m W O Cn--- IY w Q w Q O 8" UNDER MASONRY WALL I Z 6" UNDER WOOD WALL Z Q Q CONCRETE SLAB W/ i 6x6 W1.4 x W1.4 WWF w Uj W � OR FIBERMESH VARIES�� ° SEE ARCH Q ILLI Q ' , ' 2 ° -- (MAX 16") W - LL MIN %/\\//\\//\\//\\\� Z /�/%�/\\/\\\ VAPOR BARRIER �// ° a /i / O 6" OPT. EXTENSION IN BRICK 0 w a LOCATIONS ON FND PLAN Z_ 12" UNDER 1 STORY WALL w/ 0 � (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 O IL BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL w/ �Q w (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q 5 GARAGE_EXT WALL CURB SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 003-03 W FOLLOWING OCCUR: *OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n O PROJECT NO: w CONCRETE SLAB W/ 6x6 1 2021.003493 U- �- O FIBERMESH Z DRAWN: O W1.4 x W1.4 WWF OR 0'-0" A.F.F. SEE ARCH U LDG o - -z­ - - - (MAX 20" a ° DEEP) CHKD: ° a - Q4 X MJ P 4 w w / n- \\\� 4" EXTENSION X U UNDER BRICK VENEER L'A,�� w 12" UNDER 1 STORY WALL �' ��JJ�' G E N N/�'4'��i W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m i ; '�,� s�'•,• �� Z 16" UNDER 2 STORY WALL W = * NO 85166 •:: * Q W/ (3) #4 OR (2) #5 CONT Z _ 6 BEARING CURB STEP SECTION STATE OF :�4U -- - - T '•� , U' z i I I TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL I �I RE-ENTRANT CORNERS L_ - - _ - - _ _ - - - - HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U) '111111111110% Q _O 03-23-2021 p H 'W'^^ VJ U_ REVISIONS: _ LL H Q No. Description Date w U) J Q U) O Z Z = O U 0 w I- X W ST=2mD Q CMU/METAL CONNECTOR ENGINEERING i 3ocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF A ,1'-4" IIHO 4'-5" 3'-5" Im m AM ma 7'-0" 7'-0" L 6'-8" 6'-8" 6'-8" 6'-8" L 6'-0" 5'-4" 4'-8" 6'-8" 6'-8" 7'-0" 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. 8U LINTELS MAY BE FILLED OR UNFILLED. 8F LINTELS SHALL BE FILLED. LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN El INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN ❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED ❑c NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN t-KAMINU IKCY NU I tJ (UIVIU) 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/ SP 1 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 U o `1 >_ O N O N O O APEX N 00 O N N M J LL w J tds J i true design studios Z O U) Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O O W � H > 01,109ON' rn 0 04 o J f m W AwkA Q U) } Z W 0 W W O O O O d' u7 ti Z a U) Q w w W g N -J z w m LLJ O w w w Qw z Q O > W m w o � � w 0 w O �' �/ J X Z LL O zO Q 0 w w Z O a U W Q w Abbott Park Q O U J (A LOT 003-03 0 Q w z Z r (D c� U) O PROJECT NO: w 1 2021.003493 0 "- O Z DRAWN: O LINTEL SCHEDULE U LDG o w CHKD: LINTEL NO. CLEAR SPAN LINTEL DESCRIPTIONT COMMENTS X MJP W W L-1 16'-0" 817-1-32 PRESTRESSED GARAGE DOOR L-2 3'-0" 8 U 8 L-3 2'-0" 8U8 L-4 6'-0" L-5 8'-0" L-6 9'-0" 8F-16 8F-16 8F-16 8080 SGD/ REAR PORCH REAR PORCH L-7 11'-8" 8F-16 REAR PORCH 8F-16 PORCH (ELEV A) L-9 - 4'-8" -,FRONT FRONT PORCH (ELEV B,E,F) Q Q U cn 0Z. No 85166 W Z"*'• '*� O �1 W 13 STATE OF : 44/ � U)"rS j0 i Ili i �'to �Q O 03-23-2021 p I= w U REVISIONS: i Q No. Description Date ~ w J Q } U 0 U O I_ z Z = mm O U w I— X W ST=3 n Q CMU/METAL CONNECTOR ENGINEERING 3ocuSign Envelope ID: FF938094-F8E1-45F2-845F-29196AA35ECF 1 st LEVEL FRAMING PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES I� 0 {M E cv O O O O IUD 0 APEX 0 O N O t>3 N cc :zz J LL W J tds i_� J N true design studios Z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn 10 UK/HI- I J I UFFINU H I FLUUK I KUJJtb I U tit NKUVIUtU BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 23'-9" 26-0" 16" 13'-4" 17'-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 1 16-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 -12" 12'-5" 19'-6" 25-8" 26-0" 16" 1 T-3" 17'-8" 23'-4" 26 4' 24' 9'-10" 15-6" 20'-V 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6..................!................(4) 12d COMMON 2x8. ............... ......... ........ (6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS Y4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS Y4" 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS Y4" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): j 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10... ......................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (WI SCREWS): PT 2x6...................................(3) 'W x 4-%" LONG #14 WOOD SCREWS PT 2x8...................................(5) W x 4-'/2' LONG #14 WOOD SCREWS PT 2x10.................................(7) W x 4 '/i' LONG #14 WOOD SCREWS PT 2x12.................................(9) 'W x 4 W LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION o �I O W cn! DsHOMN' >� J m� W 1 Q r 0 C U Z W 0 W T_ O O O I ti U-) ti O Q Z WQ_ U) W W J z LU Uj O c� m w QW w Z Q O U > Q Q Z m LU W W Lij o a J w LU ti O 12� LLUL Z Q O Z O Q 0 w W O d Z O a. U U_ Q W Abbott Park Q O U J (n LL LOT 003-03 0 Q W H Z Z PROJECT NO: W 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D 0 0 • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O 2021.003493 LL STAGGERED Z DRAWN: O • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U LDG o CHKD: LU U-) MJP X W W U Q01111111111111 (/J m �•• , \BENS •9 z • �F No 85166 W Z *: :� � � Q� �'.• STATE OF :•44/� LU (n (D Q �O��S'�� 0 R P G\��`, Z N A` 1�, O 03-23-2021 Q I= W cn U REVISIONS: U Q No. Description Date W U) J Q O I— J O O Z = O U � W I— X ST=3A i1 Q CMU/METAL CONNECTOR ENGINEERING )ocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF t TRUSS TO TOP PLATE, MOISTURE BARRIER LINO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ HS OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO 1 W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1 TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 Y " IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1. (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x— NO. SPF OR BETTER @ MAX 16" O.0 %' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR %2' WEDGE BOLT W/ MIN 4'/z" EMBED W/ WASHER @ MAX 48" O.C. //\ �\\` BOTTOM PLATE ANCHO=NOTES ■ EACH SILL PLATE SHAOF (2) BOTTOM PLATE■ INSTALL ANCHORS WIEND OF SEGMENT (BU 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) TYF ROOF -TO! CONNE( 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN'%' EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN I FOR MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY a J in N Z 2 (1) #4 OR #5 BAR AT CORNERS WITH MIN. 25" LAP #5 CONT. CMU BOND BEAM BOND BEAM REINFO FORCING AT CORNERS WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: 1. ALL 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 TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON 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 FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. POURED CELL w #5 BAR CONT FROM BEAM TO FOOTING STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH OR 1%4" PER MANUF. 3" 5" 11/y 314" 37 6 5„ 115/16 3 3/ , 3 3/„ 6„ 2 %4, 33/4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS Y<" DIA. @ 30" O.C. STAGGERED • (2) ROWS %6" DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE o ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED 'W) 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) ~ E O U o O N > O O LO N C APEX s U N O O N N N co �~ J ILL. W tds L1 J J true design studios i-i N > O W U Q 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 co o O cb W � 011HOMON' c cy' cn m W�. Q Q. 0 W � N Z W 0 W IY O O O O LO u7 ti o Q U) Z w W 0. - z w LIJ O U) m w W Q W Z w z 0 Q m Q J w W w w O d• J X LL LL Z Z O O Q 0 w w F- 0- Z 0� w O a U U_ p w Abbott Park Q O U J (n u' LOT 003-03 0 Q w U Q Z_ Z OPROJECT NO: w J 2021.003493 0 ILL. Z DRAWN: O 0 LDG o Iw" CHKD: � X MJP U) w w Q U Q�i������Itrr�i�i W 0 No 85166 •• w Q Z �� < O STATE OF .' 44/ w . O ••. w . U) iF•< p RI ,ZQ is Z �11111111►1%j%`�0.1;s/ONAL' U) O 03-23-2021 0 w U_ REVISIONS: W — I­_Q No. Description Date W (n J Q O H Z Z = O U 0 LU H ST=5 w Q CMUIMETAL CONNECTOR ENGINEERING A• 3ocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF UPLIFT CONNECTION PE TYPICAL WALL SECTION Y MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER `� ,= PLAN. SEE TABLE 2; A SHEET STA (PORCH CEILING BOARD) 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-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) ROOF PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 / 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. 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1 %" 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/V (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) 8'-1" ABOVE F.F.E. 2x6x12I CENTEI TOP OF GARAGE DOOR 6-1" ABOVE F.F.E. 48' DIA. ANCHOI 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. 2x4 PT TOP rLOF OPENING 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) �8" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 %2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 ''/z" x 416" 0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB F.F.E. GARAGE DOOR JAMB DETAIL #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. a to N z 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 VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM TOP OF WALL I I I I I I I I I I I I I I Ell II II I I I— --i— I I --i------ ------ I I I I I I I I I I I I I � I I I PRECAST LINTEL SEE I I I SEE PLAN PLAN I � I I j I EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS I I I SHOWN. I I I I I MIN (2) SOLID FILLED & I I REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. I NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER I I l l NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING l TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL I I PLACEMENT PLAN. MIN 6" BEND j l I AT BOTTOM. II II II l CONCRETE FOUNDATION WORK TOP OF FINISH I PER PLAN FLOOR SLAB I I I I I I I I I I I I I I Y \ ---------------------------- I I I I I I \ I I I ------------- Y Y / GARAGE SHEAR PIER W J 0 w U v1 LU w (n TRUSSES NEEDING BRACING O' 0LO 'I 0 00 (V c0 t d �I ILL 9, �; W J J > true design studios a) O � O r, Y 9000 REGENCY SQUARE BLVD. LATERAL BRACING -MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 j p! 1. ALL RESTRAINT LUMBER SHO\kN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). c al 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W �I 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. cn 4. ALL FASTENERS SHOWN ARE.131" x 3" LONG (UNO). c/)011HOMON' 5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. N T" MAX T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SCAB BRACE FASTENED TO WEB W/ 10d AT 6" O.C. IF (2) BRACES ARE REQUIRED, APPLY (1) BRACE _" MAX TO EACH FACE OF WEB. i BOND BEAM REINFORCEMEN (SEE WALL SECT N) — FILL SOLID TO BOND BEAM CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE SPECIFIED CLR ALTERNATE BRACING T OR L SCAB WEB MEMBER SIZE 2� 2x4 1 ROW 2 ROWS 2x4 2x6 (1)2x4 (2)2x4* 2x6 2x6 1 ROW 2x4 2 ROWS 2x6 (1)2x6 1 (2)2x4* 2x8 2x8 1 ROW 2x6 2 ROWS 2x6 (1)2x8 (2)2x6* w +' J m So& W ,. w 0 �) U Z W NW L.L O O O O SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL � RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ti ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z V ) 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR LLI SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (A 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W GRADE AS WEB TO BE BRACED. z Z 00 Uj O c) w W QW Z (� > 0 Q Z 0 W Uj W o J � 0 W LLJ J _X zr Z Z O O 8 F - #�— DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED 0 8U8 0 LINTEL MAY BE FILLED OR UNFILLED Q 8" PRECAST LINTEL. SEE PLAN. 8U8 .-� BOND BEAM REINFORCEMENT Q 0 J (SEE WALL SECTION) H Z_ w FILL SOLID TO BOND BEAM O a nUj U I� U)0 j LINTEL REINFORCEMENT Abbott Park w Q O U o L LOT 003-03 LU 8 F -1 - # — DEPTH OF LINTEL ASSEMBLY "d" Q LU U H #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND Z Z Co BEARING AT EACH END co GROUT FILLED LINTEL ASSEMBLY O PROJECT NO' W 0 8" PRECAST LINTEL. SEE PLAN. O 2021.003493 LL O 8F-1-# U DRAWN LDG 0 O CHKD: X MJP cn W W � U X Q O" ,,,,11/ltii/ll1,�,, N% 0S %N LAAI � �i��� (n mG'ENS�;'9 z Z No 85166 Q Z .. ,k.. 0 STATE OF .7' (n p 03-23-2021 I— W U REVISIONS: TYPICAL PRE -CAST LINTEL OPTIONS Q U) LU J U H O Z = o U � W H X W -ST=6 a CMUIMETAL CONNECTOR ENGINEERING tf, A w L,