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7ocuSign Envelope ID: A8963624-09DD-415B-9F80-E752BDB957DB DRAWING INDEX ARCHITECTURAL SHEET NO. I SHEET NAME A000 A110 ARCHITEC U T RAL GENERAL NOTES 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 _ DETAILS A501 - ------ A502 DETAILS --- --- - -..........................-....._.._............_................_..---- -- - - DETAILS - IF APPLICABLE STRUCTURAL SHEET NO. 'SHEET NAME - ---- --.1 _ ...... ---------------------- -- --- ----- - ST1 ST-2 STRUCTURALSPECIFICATIONS FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN ST-5 - ST-6 'TYPICAL WALL SECTIONS ----...__......--- - - --- --- -- --._.........._.................. ..__..__ SECTIONS AND DETAILS VA:L6j;1fq01 A4DB DELRAY ELEVATION B Abbott Park,, LOT 005=03 ELECTRICAL SHEET NO, 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 NF-,TIONAL 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 WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS. INCL. MAX BLDG HGT OF 35' AREAS VOLUMES - ................ __ .CONDITIONED .. `....... 1st Floor -- ------ CF Floor 234 SF �8982 Grand total 18982 CF1st 2034 SF UNCONDITIONED AREA tnuy Lanai Grand total `' l or ALL WORK $HA t `�'IPLY �"Vi-.H PREVAILING 2 5F COMS ` �R4' ..% 218 SF 705 SF AND THE Ci i ' ,i , �"RKILLS 2739 SF— ORDINANCES REVIEW QATF MAY CI y C' ZEoPa�YR FLAN EXAMINER Ji t7 U O a APEX01 00 vl m � Ca r �I N N U- tds J J true design studios a) z O Y 9000 REGENCY SQUARE BLVD. I Q SUITE 100, JACKSONVILLE, FL 32211I -� p O � O ,4- W a 11HOMN' J f t+ «� :D "rl U) z W CD W w 0 0 O 0) ti d' P-- a U) z W z z � W � � W m v� af w Qw Q z 0 > Q Q W m w o o � J W w Ir w o ct U- x z aO z H 0 Qf w CL z U U- `C w J Abbott Park Q O U J (n U- LOT 005-03 0 Q - -- w U Q z_ z ca U)O PROJECT NO Uj 1 2021.003499 0 U- DRAWN: U LDG a LIJ CHKD in JAC co X W W CL '4 U X U)d CD in Z_ 0 'S z <L 'S O w � 2 z z Q 0 03-26-2021 p H W U REVISIONS: Lj- —T -- Er Q No. { Description ! Date w ....... tD O F- Jj ------ - - - -- _------.__. O1_.............._.. - -- --- -----------------------------.._.._.......__.._ _ I z z O = o w X w 0000 n Q )o sign Envelope ID: A8963624-09DD-415B-9F80-E752BDB957DB Footer— Re -Bar (sized according to foundation plan) E" #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to footer steel w/ (2) ground clamps 5' apart ---_ il ; 4 o LIFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE � fMETER 11 MAIN DISC. i---{ L150 OR .... 1 200 AMP 150 = #1 Copper or 2/ 0 Aluminum 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 UNDGND - #8 COPPER TO RANGE SERV, BY POWER CO. #6 COPPER TO HVAC I N.T.S. #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: R\ A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL \1 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 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 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.) 1300 = 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 3'-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN U FROM PROPERTY LINE ..............- ............... .........---------------------------------------------.-..-_-._.._-.._...--- —---- -----------_........................................................................................ ................. ....__._....._..... -------------- ......... _......... _........ _... EXTERIOR ELEVATION GENERAL NOTES GENERAL NOTES • FRONT ELEVATIONS BANDING. MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS; DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH FBC R6703.4 WALL HEIGHTS VERIFY ALt BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED • PLASTER PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702A(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 • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC 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, EQUIPPED WITH A SELF CLOSING DEVICE. 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 FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ MIN, 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD « PER FBC R-312.1 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 FBC R-312.1.2 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 I MEASURED VERTICALLY FROM THE NOSING OF THE TREADS • PER FBC R-312.1.3 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 FBC R-308.4.5 GLAZING IN WALLS. ENCLOSURES OR FENCES CONTAINING OR FACING 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 FBC 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 O 0 0 o p CN APEX - 0 N co -« U -C tds J Q J true design studios a) Z O U 9000 REGENCY SQUARE BLVD. a) Q SUITE 100, JACKSONVILLE, FL 32211 p 0 o w C HMON 0 0 l" • R W Awl' C'1 � W Z W w CK 0 0 0 ti et' u7 1�- O Q U) Z OC m w W Z W Uj o co m_ Q_ W Z 0 > Q Q Z C� w o w W W o 2 W W O �'° �/ J _x r z Z O z _O F_ Q 0 w Oa z cr_ w O a U U_ Q W J Abbott Park Q O U J (f7 U_ LOT 005-03 <C w I— U Z Z � �- (n PROJECT NO: w 0 2021.003499 ILL DRAWN: U LDG 0 CHKD: In JAC X w w a Q U X Cl) W 00 Z 0 Z O w 5 O Q Z Z Z: to Q p 03-26-2021 p I= w U_ REVISIONS: U_ F- No. Description Date 0 U) O--------- i-... - -- .........._...._.....---------- O -- Z Z------- .......... -------- --................. - ---- -........ - w X W AOOO Q :)oouSign Envelope ID. A8963624-09DD-415B-9F80-E752BDB957DB : (SEE SHEET AOOO FOR GENERAL NOTES) INN VERIFY AC COND iy LOCATION bo W1 SITE PLAN EO U0 V) Uj Wz Ln 0 rN Ln 00 C) 0? C1.1 18& 1st LEVEL FLOOR PLAN ........... .............. ............ . ........ � I ...................... 1/4" = V-0" WHEN PRINTED ON 22"x34" 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, 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"1 U.N.O. (SEE PLANS FOR WIDTH) 1 120- 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. 6-0 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 CD 0 0 0 APEX 22( 0 00* Zzz U_ LU tds true design studios z 0 9000 REGENCY SQUARE BLVD. 0 SUITE 100, JACKSONVILLE, FL 32211 0 0 C) Ch C WCY (n 0111H M N, LU < 4.1 0 U) 0 z LU (D W w C) 0 C) O ti L0 ti 0 U) z L w U W m _ z z LLJ U) M 0 w ry LLJ W z < 0 (D > < z C� w 0 w0 w < 2 0 ry W W o x U_ LL 0 0 < CK w 0 F- z w 0 CL U_ w _j ry Abbott Park < 0 _j U_ LOT 006-03 Uj < z z 0 Cl) 0 PROJECT NO: Uj 0 1 2021.003499 0 UL z 0 0 DRAWN: LDG 1.01 C) - - ---------- - ------- ----- - -------- ---- - --- - ---- --- - - In Ln CHKD: JAC LU w C0 fYt z 0 3: Uj z 0 Uj < z z 3: U) < Z) 0 w 03-26-2021 0 F_ w F_ U) 0 REVISIONS: w U_ < 1 No. Description Date -- -- ---- ------ - ---------------- -- - -- - ------------ ----- --- - ------ w--- U) _j 0 F- _j ------------- - - --- -- --- - - ---------------------- ----------- 0 0 o z- ------------- -- -- - ---- --------------------------------------------------------------- — ------------ -- --- w X W A 110 a- �i ,� Envelope ID: A8963624-09DD-415B-9F80-E752BDB957DB _ 1st LEVEL BRG-5r� 1st LEVEL FIFE RIGHT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" -. ROOF VENTILATION VENT VENT PROP PROP Area HIGH LOW # RATIO HIGH LINEAL FT LOW - ........ - _ _ - __._.. - . _. ........ -- -- - - - 2738 SF 657 in2 T 657 in2 4 144 5M� 160 1470.4 R.O.-OF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL B_RG 1st LEVEL FIFE REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ELEVATION KEY NOTES (SEEHEET A000 FOR GENERAL NOTES) ! I 1 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 1 202 - TAMKO OFF RIDGE 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 AOOD FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 71&' (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 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 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 - 27 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 TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. IL OF LIGHT TO BE 6'-0" A- F.F. U.N.O. BUILDING HEIGHT AFF HEIGHT ABV GRADE __BUILDING HEIGHT AFF __, -A---- ---) -- 1T -11 7B"-- — -- — -- 18' - 7 7,`8' FYPON BKT7x12x4 2l 64 4' ENTRY HEEL FYPON BKTllx20'264 — - —---------- -- 4�� :26& r FRONT ELEVATION 1/4" = V-0" WHEN PRINTED ON 22"x34" 12 5 t 4' ENTRY HEEL T r 1st LEVEL BRG — --- -- 91 {2601 6" 4" if qr I....__ ...... o _ .......... ----------- y - - --- - Ni 1st LEVEL FIFE -------------- -3068 w/ 3010 TRANSOM ABV O U O O O APEX 011 000 O tU m C6 N N co Zz -J IL -C W tds J N true design studios z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O_ O O w Cr Cn D*R*HD19DN' m W � C� C U z W CD W O 0 O O I� d ti >= O U) z w w U) W J z w m Uj o (f) Of w p � w Q z > o z 0 Q w w o o � � w Cr- w O x J ILL LL z O z 1- O LL z O a U W Q W J Elf Abbott Park Q O U J (n U- LOT 005-03 Q.._.......... ........... ... ............ _.. w v Q z z (D U) PROJECT NO: LU O p JO 2021.003499 w - \ DRAWN: U LDG CHKD: Ln w JAC co x Q Q X U m z_ 0 w Q z � o O w � U Q z z �>- cn Q p 03-26-2021 p H W v_ REVISIONS: W i m Q No. Description I Date cn r Q cUn J -- - — I- ----- ------- - -------- - -- O Z- i_...._----------------- - ...................-----................---..._...........-.. Z =O U � w X W A200 W Q _ - )ocuSign Envelope ID: A8963624-09DD-415B-9F80-E752BDB957DB I— I INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS CONCRETE TILE 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 i 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 VARIES (RE: 12 ELEVATION) F_ VARIES (RE: *_�90F PLAN) O',bVARIES �1::RE: ELEV) ►. .. 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 2 _, TYP ONE-STORY WALL ----------- ....._. A400 / SCALE: 1" = 1'-0" VARIES (RE. 12 FIBERGLASS SHINGLE ROOFING -- - - -- - - , ELEVATION) (- INSTALLED PER MFR SPECS OVER VARIES (RE: � WD SHTHG OVER PRE-ENG WD OF PLAN) TRUSSES (RE: STRUCTURAL) .r" CY , Y- ALUMINUM DRIP OVER 1st LEVEL TOB VARIES 1x2 DRIP EDGE OVER V (RE: ELEV) 2x6 FASCIA W/ ALUMINUM WRAP �1 _ l — INSULATION PER CODE 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 COMMUNIT) SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM ---- --- --------- STRUCTURE)(TYP ALL SIDES) �" 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 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR I 0'-0" ,r GG .. ..._. ----- c INSTALL VAPOR BARRIER '- IN ACCORDANCE WITH a ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION \A400 SCALE: 1" = 1'-0" CDt O 0 N O APEX U rn x m Q N N M Ld ILL J z tds 0 true design studios U 9000 REGENCY SQUARE BLVD.!, CDSUITE 100, JACKSONVILLE, FL 32211! o w) F_ cn o DsR*HO90N* 'us m � w 1 #. U U z w O w w 0 0 0 v u-) ti 0 z (n co z W cn — m W w w (n z c z C w O Q w Q W J ,Wyy O LL < w 0 rY ti O X U - z w O O Q Abbott Park z U Z LOT 006-03 U_ O w O U z PROJECT NO w w 2O21.003499 Q WDRAWN' Ut CL LDG U) CHKD: w x ¢ TSD o O m0 o LO w U) z — w O J cw U♦�,11 C U) z`(n V (n z 0 O U � Q 03-26-2021 U) z >- REVISIONS: q 0 No.Description Date o O w z - w U--------- ----------- ------- ----- ----------- ------ ,--- -----------E- w w W , J -1 - - n Q F_ A400 z O 0 )ocuSign Envelope ID: A8963624-09DD-415B-9F80-E752BDB957DB LO 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 1. FOLD INWARD at PT. A 2. CREASE at PT. B 2. CREASE at PT. B 3. CREASE at PT. C (D ®FOLD at 77' GE WATER TIGHT SEAL. FOLD, DO NOT CUT A? FOLD FOLD at 4�� 3 1, FOLD!NWARD 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 SHINGLE ROOFING DRIP EDGE: OVERLAP 3', EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX 718" 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 ROOFNVALL SCREED �4----t5x5 WALL FLASHING wZ OZ (L ZW Q KICK -OUT FLASHING (SEE DETAIL) QtNk WATER TIGHT (BEND OR SOL 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 APPROVED HOUSEWF 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 STEP #3 -- ---- I I 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 ELECTRICAL RECEPTACLE -7, 2x SUB -BAN &,Wf1 /2"X? NOTCH --------- @ END, WRAPPED IN PEEL & - -- STICK DRIP EDGE k j 7ia" TEXTURED j FINISH @ WOOD "TEXTURED 1 1/8'FINISH @ CMU L METAL FASCIA WRAP FROM STUCCOI, /1'°FROM WOOD WALL EXTERIOR WALL jFKAME OR CMU) NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT "BAND ONLY REMOVED FOR CLARITY ELEVATION PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W1 TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6%8" O.C. MAX METAL FASCIA 2x SUB -BAND W11 �"x4" NOTCH @ ENE METAL WRAP FASCIA 2x6 SUB BE DRIP EDGE EXTERIOR WALL (FRAME OR CMU) WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D'FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2. FORTIFIBER BLDG PAPER 8" STEP #2 SELF - ADHERING MEMBRANE FLASHING STEP #4 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 14 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 (a) -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 EDGE OMITTED FOR CLARITY MLA WALL W/ KICK -OUT SUB BAND DETAIL WALL SCALE: N.T.S. CD 0 CD N LO 0 00 C:) C APEX Cc- 0 0) (D x a) (a C14 C14 LL LLI z tds 6 0 true design studios (1) U) 3: Y 0 9000 REGENCY SQUARE BLVD. a) c) SUITE 100, JACKSONVILLE, FL 32211 C C:) 6 V_ 0 LLJ -0 Z) U) C rIT a) > _j 04KOHOMN, a) UJI 4.1 < :D 0 W C z -6 LLI (D W off C:) C:) C:) m r1L 'IT LO 0 z U) U) Lij z U) Uj ct w Uj LLJ z 0 z U.j < 0 0 w 0 j U_ w w z 0 < LL < 0 w 0 w ry 0 0 x < 0 z 0 0 _j LL < Abbott Park z C) z LOT 005-03 U_ > . ....... .. ...... .. . .... 0 w 0 _j < 0 0 z W PROJECT NO: W 0 w 2021.003499 < X.............. ............. .............. ............ ............ z W LDG U) < CH-KU - - — - ------------- ---- - - - - - - ------------------- - w x TSD 0 ILL 0 C:) 0 LO W W W 0 < W 2 U) < W z 0 U) z 0 0 C) < U_ U) 0 03-26-2021 U) z >_ REVISIONS: Q Date 0 No. Description W0 z W ---------- - --- --- ------ -------- ----------- w 4 - - -- - ----- -- - --------- w ----- -- --- _j x < w 0 U) 0 z A500 0 n ,e DocuSign Envelope ID: A8963624-09DD-415B-9F80-E752BDB957DB O 0 O N V- p 'OR t PEX 0 x r 0 r ii N N M ,J W U, J J Z tds -Q 0 true design studios Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c o ui O Wi U) RRHOMON' / \ ELECTRIC METER co J ELECTRIC METER FIELD VERIFY LOCATIONLIJ a FIELD VERIFY PRE -FORMED CONTROL 'I \ LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) JOINT W/ STRIP LATH 518" CEMENT PLASTER r LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC - - -- 12" WIDE SELF-ADHESIVE METER --------- FLASHING CENTERED UNDER - 4 � CONTROL JOINT (CLEAN CAVITY TO BE FILLED U E - MASONRY BEFORE APPLYING) I WITH RIGID POLYMERIC W f ISOCYANOTE-POLYBLEN U, FOAM ("GREAT STUFF" OR W - --- SIMILAR) -- --..- - V CD APPLY A SILICON BASE a _ STUCCO FINISH I SEALANT AT POINT THAT C) --------- - - - ----..._ 1 ELEC WIRE PENETRATES j 1 5/8"CEMENT PLASTER / / 6" SELF ADHESIVE 12" WIDE SELF-ADHESIVE OVER TOP & SIDES ti FLASHING CENTERED UNDER i _ r--_--/_/I CONTROL JOINT (CLEAN \ SELF FLASHING z MASONRY BEFORE APPLYING) / UNIT - - -� PROVIDE STUCCO U) PRE -FORMED CONTROL uJ Sw JOINT W/ STRIP LATH SCRATCH COAT LARGER THE ELECTRIC - - z W M PREMANUR METER CAN OR METER — \ DRYER VENT CAP CAN COMBO OR METER n/ ! (SET IN CONT. AREA TO RECEIVE CAN AND DISCONNECT ca (.L —!' SEALANT) STUCCO SCRATCH COAT W 8" CMU SEALANT at & 1 COAT OF PAINT W/ W TOP & SIDES BACK -ROLL PRIOR TO W ------ - -- Z ELECTRIC METER INSTALLATION Z C w O a CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRICAL CONDUIT PENETRATION o 0 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. � W Z W o LL H Q 0 LU WOOD CONST BEYOND j FIBERCEMENT -OR- VINYL LAP d L WOOD SHEATHING «a SIDING OVER APPROVED +; HOUSEWRAP INSTALLED PER O r 6" SELF -ADHERING WEATHER RESISTIVE �'1 FINISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS X FLASHING BARRIER #1 13..{ %— U THREE COAT STUCCO FINISH Q r EXTEND HOUSEWRAP WEATHER RESISTIVE {" `i� ( NOM) OVER GALV MTL LATH OVER NAILING FLANGE r r WEATHER RESISTIVE WD SHEATHING 0 BARRIER #1 OVER 15# FELT OVER APPROVED _ Z \ BARRIER #2 (RE: STRUCT) d d VINYL ANGLED Q\ HOUSEWRAP WD SHEATHING WEATHER RESISTIVE \ \ I' O (� 10 Xj (RE: STRUCT] CASING BEAD BARRIER #2 E� {AM66-ANGLED-1250) _ \ 5/16" X 7 1/4" LAP TO WD STRUCT RAL tL t. FASTEN U W \ SIDING W/ 6 REVEAL kt MEMBER at 7" O.C. MAX fF MTL DRIP FLASHING W/ cC Abbott Park z_ ' -- - STARTER STRIP 'r " TO 4 " MID -WALL HEMMED EDGE SET IN CONT 2 1 ` s s BEAD OF SEALANT WEEP SCREED � p., CORNER BEAD �. �. / DO NOT CAULK OR I TRIM (RE: ELEVATION Z 8" CMU _ LOT 005-03 — (FASTENER & 6" SELF -ADHERING d.. �" C- SEAL OPENING x� I!- x - o z SPACING at 7"O.C.) FLASHING J - SELF -ADHERING z o EXTEND 12" SELF AD ...., FLASHING OVER m F N GALV'D METAL °• • d AL Z - TIN CONT d '� I GALV'D MET WINDOW FLANGE SE �1 = w N "Z' FLASHING Cr) .: FLASHING 6" WIDE STRIP SELF ADHESIVE _ BEAD OF SEALANT {� w w - / FLASHING, CLEAN MASONRY �, > I DO NOT CAULK OR f 1 1/4" X 6" SIMULATED BEFORE APPLYING VINYL FLANGE CASING BEAD = PROJECT NO 0 UJ m_w i Q - - SEAL OPENING -_ _ WOOD TRIM MEMBER _-_ - I INSTALLED PER MFR U W { WRITTEN SPECS (TYP) W 2021.003499 1/2" (MIN) STUCCO FINISH ~ / STUCCO TEXTURED PER COMMUNITY _ CMU 1 1/4" X 6" SIMULATED 1/2" (MIN) STUCCO FINISH Z . . - .__-.- VINYL CASING WOOD TRIM MEMBER ;'� ` . CASING BEAD SPECIFCATIONS DRAWN LDG d ' TEXTURED PER COMMUNITY W _ 1/2" {MIN} STUCCO FINISH �'---------- ' SPECIFCATIONS fn BEAD (AM66-1250) Q cHKr W TEXTURED PER COMMUNITY SEAL GAP W! CAULKING — \t 0 1/2" (MIN) TEXTURED SPECIFCATIONS X TSD FINISH at MASONRY OR APPROVED SEALANT / , �+ (� Q STUCCO CASING BEAD �i' STUCCO SIDING } o LO RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) LU SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. w SCALE: N.T.S. O Q W U Q U) Z 0 Z C SELF ADHESIVE -OR- FLUID I- 1!2" (MIN) STUCCO APPLIED PAN FLASHING (CLEAN WISH ~ CMU WALL W! � �, CMU WALL W/ FINISH TEXTURED 4s" STUCCO FINISH ! , : _ MASONRY BEFORE APPLYING) CMU LINTEL 1/2" (MIN) STUCCO F U , PER COMMUNITY y RE: STRUCTURAL) EXTEND UP AT JAMBS (4" MIN) 1z" GYP BIRD OVER ( E. STRUCTURAL) y�" GYP BIRD OVEP, { E. STRUCTURA) LL Ci3 26 2021 PRE -SHAPED STUCCO BAND:. PER "�"GYP BRD OVER GYP BRD OVER - - / AL R L 1x2 TREATED - ND �-- 1x2 TREATED <C 1x2 TREATED '' PRE SHAPED STUCCO B I � _ � =- -- A i � .. 1x2 TREATED , W/ SLP TOP INSTALLED PER ( W/ INSTALLED PER MFR - — FURRING STRIPS -� MFR WRITTEN SPECS (RE: FURRING STRIPS - FURRING STRIPS CONTINUOUS BEAD MU WALLRiPS - CONTINUOUS BEAD WRITTEN SPECS (RE: ELEV} ' .r. ELEV at CMU WALL TYP '� � ' .. PRECAST CONCRETE SILL at CMU WALL (TYP) at C FURRING {TYP) F SEALANT } REVISIONS: � FLANGE CASING — at CMU WALL (TYP) ) (TYP) OF SEALANT O SEALA Q SELF ADHESIVE -OR- FLUID 4! SELF ADHESIVE -OR-FLUID PT 1x4 ! Ci BEAD WOOD BLOCKIN :.! 4 " BACKER ROD W/ SEALANT y' APPLIED FLASHING (CLEAN APPLIED FLASHING (CLEAN ! s PT 1x4 SELF ADHESIVE -OR- SELF ADHESIVE -OR O NO. Description Date r� =1� MASONRY BEFORE APPLYING) MASONRY BEFORE APPLYING) i VINYL FLANGE CASING BEAD FLUID APPLIED PT 2x4 FRAME FLUID APPLIED GYP BRD OVER j INSTALLED PER MFR PT 2x4 FRAME ANCHOR r! FLASHING (CLEAN ANCHOR FLASHING {CLEAN z r_ PT 1x WOOD BUCK PT 1x WOOD BUCK _ VINYL FLANGE CASING BEAD VINYL FLANGE CASING BEAD 1x2 TREATED -- i WRITTEN SPECS (TYP) SHIM AS NEEDED MASONRY BEFORE MASONRY BEFORE - W SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFR gpp�ylN SHIM AS NEEDED - gppLYl j WRITTEN SPECS (TYP) i WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W! METAL D OR FRAME METAL WOR FRAME U -� ! at CMU WALL (TYP) 58' STUCCO FINISH W W I- 4 " BACKER ROD W/ SEALANT 4 " BACKER ROD W/ SEALANT INTERIOR EXTERIOR INTERIOR EXTERIOR I- - s e (RE: STRUCTURAL) 1 - - Uj 3: 91 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 SCALE: N.T.S. SCALE: 11/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" z A501 O 0 :)ocusign Envelope ID: A8963624-09DD-415B-9F80-E752BDB957DB PANELRATING: 200A MILO MIN AIC RATING- 22,000 A : PANEL 1 SERVICE: 120/240V, 10-3W MOUNTING: SURFACE DIESCIRMI-109 LOAD. TYPE mrml aRK CIR T, NO.rYFIr PHASE c1l RCUIT-1-- f1RK POLESDESCRIPTION UOAD . ...... WATER HEATER F 2 30 A 2 20 1 R APPLIANCE GFI -- 3 B 4 20 1 R APPLIANCE GFI SYS. 1 CONDENSING UNIT M 2 30 $ A 6 20 1 L,R GREAT ROOM 7 B 8 20 1 L,R DINING SYS. 1 AHU M 2 20 9 A 10 20 1 L,R BED 2 11 B 12 20 1 L,R BED 3 DRYER F 2 30 13 A 14 20 1 L,R BED 4 15 B 16 20 1 L,R OWNERS OVEN/RANGE F 2 40 17 A 18 20 1 L,R GARAGE/EXTERIOR 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 i 20 27 B 28 20 1 SPARE LAUNDRY R 1 20 29 A 30 20 1 SPARE AFI PH ........... .................. .......... < SEC V-101% _.x ............. o ...... ....... ........ ............ ......................... ..... ...... ...... AFI G Fl G ............. . . .... ... . .. ............ - ...... ....... 1st LEVEL ELECTRICAL PLAN .................. __ . ................................. 1/4" V-0" WHEN PRINTED ON 22"x34" %Ly AFI ......................... VP71, AN 'VT .............. - ELECTRICAL LOAD CALCULATIONS L0AD.DEScR1fTION CON MECTED, LOAD (VA} OEM - NO FACTOR LOAD, 3 GENERAL LIGHTING (3VA/FT2) 6102 SMALL APPLIANCE 1500 SMALL APPLIANCE 1500 LAUNDRY CIRCUIT 1500 DISHWASHER 1500 WASTE DISPOSAL 800 WATER HEATER 4500 OVEN/RANGE 14900 MICROWAVE/HOOD 1000 GARAGE DOOR OPENER 600 DRYER 5400- - GENERAL LOAD GENERAL LOAD 10000 29302 100% 40% 10000 11720-8 HEATING/AC (2.5 TONS + 3 kW) 6438 100% 6438 TOTALS 45740 - 28159 1201240VSERVICE/FEEDER LOAD (A) 117 MAIN BREAKER (A) 200 E LEC PANEL GFI IRR AFI ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME r= DOOR BELL CHIME 4-WAY SWITCH GARAGE DOOR 4 BUTTON DIMMER SWITCH GARAGE DOOR D OPENER 220 VOLT OUTLET GFC1 DUPLEX OUTLET — _GFI CEILING OUTLET raj DUPLEX OUTLET CLG AFCI DUPLEX OUTLET FLOOR OUTLET 0§) SMOKE DETECTOR (b JUNCTION BOX JB_ CC) CARBON MONOXIDE ---- CARBON MONOXIDE & ITTECTOR I SMOKE DETECTOR TELEVISION OUTLET NETWORK OUTLET PARVICE L. PANEL f PH TELEPHONE OUTLET RVICE METER (D GARBAGE DISPOSAL M WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT rm STAIR LIGHT BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN -VENT TO EXT UNDER CABINET LIGHT CASTER CLOSET CASTER LIGHT PULL CHAIN LIGHT - 4 KEYLESS LIGHT 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 /N1 PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN LIGHT ROUGH -IN 0 0 0 0 0 APEX 04 0 m co U_ w _j t S true design studios (D z 0 9000 REGENCY SQUARE BLVD. < SUITE 100, JACKSONVILLE, FL 32211 0 0 C) C w I-_ Z) w 04,1HOMON' 61 > w Of < _21 z w (D w O O C:) rn LO LO b U) z LU W m - z z Lij LLI 0 C/) w w z < 0 (D > < z w L1j < w w LLJ w o ti j x ILL z o z 0 < 0 w w 0 17- CL z 0f 0 U_ w Abbott Park 0 _j U_ LOT 005-03 < ......... .............. w F_ C) < z z O U) PROJECT NO: w 0 0 j 2021.003499 0 LL z DRAWN: LDG C:) w i.— LO CHKD� JAC x w w _j x < U) co z 0 3: LU z < 0 w z z 3: cn < 0 03-26-2021 w U) REVISIONS: w U_ No. 1 Description Date < ...... .... ...... w -- - --------------- ......... < U) 0 F- ---------- - ----- - - ------ --- 0 z z- ----------- ................. . ......... -------- 0 ... ............ 0 0 w F- x w El 00 q Docusign Envelope ID: A8963624-09DD-415B-9F80-E752BDB957DB 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 1.1471R-5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10007R-8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.R4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10567-R6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10866-RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1 .468-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11496-R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 1046.RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1.0446�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 13628-RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1.0860.RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 11496.R5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872-R4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13975.w116 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13904.RS SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 .5363-R3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.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 16299-RS KAYCAN LTD. PANEL WALLS SOFFIT 2020FBCR 3/2/2023 FL 32502 PLYGEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 FL15349-R7 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2021 FL17499-118 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 12/31/2021 FL17880-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2021 FL 15353.R-5 MI WINDOWS & DOORS WINDOWS MULLIONS 2020 FBCR 12/31/2021 FL1.7859-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 FL 5678.R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2021 FL 145.5 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 2041-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2020 FBCR 12/31/2021 FL 1075&R8 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 30 1.0-RI IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2020FBCR 8/17/2021 FL 158.R13 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL10472-R8 James Hardie Building Products, Inc Panel Walls SIDING 2020 FBCR 12/31/2023 F119901-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 FL13265-1 5 James Hardie Building Products, Inc Panel Walls7 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 a N LO > N a 00 0 0 -� M APEX N � co J �{ W `5 _C tds z 0 true design studios � Y U 9000 REGENCY SQUARE BLVD. 0 SUITE 100, JACKSONVILLE, FL 32211 o Cb W I-- - � c U) a 0#1HOMON" W U) a U z a) W 0 0 0 rn d- L0 r` r� cn w Q w z00 � Q V C� > w WQ J z � (-j- W o CL Co co O w LL am ¢ z aC0 O W O x cll� O O 0 0 r H O z —' Abbott Park cl- ¢ iL j LOT 005-03 w z >- _- U O 0 O PROJECT NO: f— r 2021.003499 z LU DRAWN: LDG W x W CHKD: W NE p x o ¢ 0 -� wn U) m — 0 w W J z U O cn w z z (0 X O U 03-26-2021 z LL 3: ¢ REVISIONS: < — No Description Date 0 �---.....--------------------.._..__ --- ----- ------------------ - _----- ... w cD { } W Ow O -',-- z _ _ W 1 .......—..........._.............. j.._.....-- - J W..._...................._...._.. -! U z < A001 0 0 )ocuSign Envelope ID: A8963624-09DD-415B-9F80-E752BDB957DB DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2, 3, 4 I FC.FNI7 LU �w N LL Building Code Florida Building and Residential Codes , 71h Edition (2020) Code for Desiqn Loads ANSI/ASCE 7-16 1 ROOF LOADING ............................................... O O C = 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 .................................. C 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 .... C, = 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 Y2" LL / 360 BEAMS'.............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED Y4' DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE ZONE DESIGNATION WIND AREA 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) 4.0 F \ 1 ST FLOOR (TYP) \� END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS MnTFC '; A 0 z STUCCO AND DIRECTLY MIN'%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR ('/" 24/16 6 w= ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE H Q cv (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w=� raj J Z ALL OTHER VENEER MIN%''32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL a. (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y O rn TILE AND METAL ROOF MIN' /32" 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 6" O.C. IN THE FIELD 0 w � MIN %5' 24116 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 -F 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: 23/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN %8" 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 /8" COOLER NAIL OR NO.6 x 1 %" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1/32' 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 ALTERN TE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOODS UCTURAL PANEL SHALL CONFORM O THE MOST CUf�RENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT A ROVED APA.MANF, SPECIFICATION_ R FAST NERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO 5. FLOOR f REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1V32 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN T LE STRUCTURAL REQUIREMENTS ARE /8 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. '8/32' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, t5/2" 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, 31 4 PRESSURE TREATED LUMBER DIAMETER LENGTH 8d COMMON 0.131" 2-Y2' RSRS-01 0.113" 24/8" RSRS-03 0.131" 2-Y2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-Y4" 16d SINKER 0.148" 3-Y4' 16d COMMON 0.162" 3-%.' 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'/i' 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 1" SAWCUTS IN THE SLAB IN A 15'xlS 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)'/4 X 1 '/2" SDS SCREWS (8)'Y4" x 1'/i" WS15-GC DTT2Z IN STUD Y2" 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB TZ % 0 x 4'/2' EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/z"IN (18)0.162"x2'/2"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 /2' MTW12 (7) 10d x 1 Y2' (NOTE 2) %" 0 x 6" EMBED ANCHOR &" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 Y2" IN (26) 0.162" x 2 1/2' IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) §8' 0 x 6" EMBED ANCHOR" 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 !8" 0 x 12" EMBED MSTA36 13 10d COMMON ( ) MSTA36 (13) 10d COMMON 7,8' 0 x 12" EMBED ANCHOR !N CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 ''/2" IN TRUSS (7) 10d x 1 '/2" IN TRUSS (7) 10d COMMON IN (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) 'W' x 2 %" TITEN (5) '/:' x 2 %:' TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 ''V' 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 H�0 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 1/2" IN (11) 10d x 1 "/z" IN STUD STUD (12) 10d x I %." IN (8) 10d x 11/2" IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) 48' 0 x 7' EMBED EPDXY §8 " 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4) /a' x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 11/2" IN (5) 8d x 11/2' IN ABU66 %" 0 x 7" EMBED EPDXY PAU66 §8 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1 Y2" IN RT7AT (5) 8d x 1 Y2' IN DOOR RETURNS) DOOR RETURNS) I TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1'/2" IN (5) 10d x 11/2" IN HUC481 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 11/2" IN TOP PLATE (5) 10d x 1 WIN 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 HD210-21 (10) 10d COMMON IN LGT2 (7) %" x 2 %" TITEN LUGT2 (5)'0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM ISCREWS IN MASONRY I OR EQUIVALENT HUC212-2 (22) 16d COMMON IN HEADER HD212-21F (22) 16d COMMON IN HEADER (26) 16d SINKER (28) 16d SINKER IN WALL 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 WALL FRAMING (12) SIDS '/a' x 2 Y2' (1 LUGT3 FRAMING (12) WS25 %:' x 2 Y2" (4)'/4" x 1 %" SIDS SCREW (4) Y4" x 11/2' WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SIDS SCREWS HGA10 (4) '/4' x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SIDS %" x 1 '/2' SCREWS (4) 'W x 1 Y2' WS15 SCREWS HGAM10KT IN TRUSS/RAFTER " " 3 " HGAM10KT IN TRUSS/ RAFTER (4)'/4" x 13/4" 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'/2." 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 '/4' 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF 'W 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. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. OR UNO FOR EW OSB WSP SYP SPF CONT O.C. LSL LVL PSL SYS 42 2 2 STUDS w � � 2 ANCHOR "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 WOOD STRUCTURAL PANEL SOUTHERN YELLOW PINE SPRUCE -PINE -FUR CONTINUOUS ON CENTER 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/" WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/" BEAM) 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 ''Y2" WIDE, UNO. 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 %," ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE. UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER!BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD DTT2Z KING/JACK GROUP BOTTOM CONNECTION 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 O O O tN T APEX N oD 4 O rs 1 N N tM J LL J tds J 5; true design studios z 0 Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O O T_ w W 11HOMON' m W Q a W U z W W O O O 0) ti LO r- N N BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE Z f n #2 SYP HEADER FRAMING KEYNOTE W (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING U) W W NUMBER OF JACK STUDS EACH SIDE OF OPENING z Z W DEPTH OF LOAD -BEARING #2 SYP HEADER Uj O VJ ' NUMBER OF PLIES IN HEADER m ENGINEERED LUMBER HEADER FRAMING KEYNOTE W W NUMBER OF KING STUDS EACH SIDE OF OPENING z NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 > O Q z m W U o HEADER MATERIAL (L.SL: LVL, PSL. OR SYS42) W W DEPTH OF LOAD -BEARING EWP HEADER < W NUMBER OF PLIES IN HEADER 11 34" WIDE UNO) W L.i.. HEADER FRAMING ° � x 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8 " O.C. z � U_� STAGGERED. z 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN O EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN Q 0 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. W 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS 0 Z 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. d 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE a CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. U LL 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: J • SDWC15600 @ MAX 32" O.C. AS SHOWN. "ALTERNATE SECTION (HEADERS),ST-5 tY Abbott Park Q • SPH w/ (12) 10d x 1- 1/2" @ 16" O.C. OR 0 CCU • DSP w/ (14) 10d x 1- Y2" @ 16" Q.C. OR LL • FASTEN TRUSS DIRECTLY TO HEADER wl MTS OR HTS w/ (14) 10d x 1 %" (OR EQUAL APPROVED BY EOR). Q LOT OOS-O3 w 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. F - U Q z z FRAMING NOTES O PROJECT NO: LU 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2021.003499 ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN 0 LL A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). z O ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S = DRAWN' LDG o SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LIJ CHKD. Lo SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. MJP U) 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W TABLE 2304.10.1 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. 5, FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q t�►�i;ii��It��I, SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) �,�`� raJIN LAN/ ���i, W ♦ 1) F 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � ♦♦ �♦ � ••• G E N •••.•R 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. m .'•\,1 `SF •., z 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM DDcuSign®d r.6 3:THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. W * *, ••. * Q 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD z (Y o w p:• STATE OF :�: W U) 11111111 0 03-26-2021 p 1= w U_ REVISIONS: LL I- No. ; Description i Date ....................... ----------- -----------------: w to J I I ....................... O 1..... ....-. _. - - 1- O z - z - - -- - = Q U W 1-- x W STm1 a CMU/METAL CONNECTOR ENGINEERING S� gn Envelope ID.- A8963624-09DD-415B-9F80-E752BDB957DB a i" M m 0 3'-0" VERIFY AC CONI LOCATION W/ SITE PLAN FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 70'-0" iT-O—'K VERIFY AC COND LOCATION W/ SITE PLAN T 2.D SIM 9" CURB _ _ -- --- -- - ---- - - 2020 V1.0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 UZ THICK AND OAM`\ HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O • EARTH AND EARTH FILL SUPPORTING SLABS GRADE " APEX ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND � SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED op PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT ' FOR ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. r • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB N IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL LL SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL Ijtds RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-21D. true design studios z O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 3 A 8"x8" DEEP THICKENED B 12" DEEP FTG UNDER BOX Op EDGE w/ (1) #4 CONT COLUMN, FTG TO BE r' PROJECTED MIN 6" AS SHOWN w H C 16"SQx12" DEEP FTG D� DEEP FTG w/ (3) #4 EW U)11HOMON' i EI 30"SQx20" DEEP FTG w/ (4) #4 EW F �. i 36"SQx20" DEEP FTG wl (4) #4 EW j J r book m G- 48"SQx24" DEEP FTG -- ( H #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY w w/ (5) #4 EW, T&B _ Iz NOTES ON ST-1 <( 1....I 1 1/2" SLAB EXTENSION � _ AT FULL ROUGH U) OPENING WIDTH 1_�_ 7.711491 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 L 1 >m a BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z LL1 ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON (n co .Q N W 1..1... z .J z Lu m Uj O c) w w pw z > o z W o L11 w Lv Uj O ILL lL z Q O z F_ O Q o w w O I— w z o ate. U U_ w J fy Abbott Park Q O U _I (n L`- LOT 005-03 C� Q w I— �s Z z zU) PROJECT NO. O W 0 2021.003499 LL �. Z - - O DRAWN' = LDG C-7 ` ., \ ., U O LIJ `S 7 CHKD,G U) MJP x �\ \K W W IL J <( Q Q,t4,111111111t� tN LA '��, (1) () McuSigpedAyr.6 'S w z Z. f ly' { ^ ' 1 P :'j3 STATE OF A �� ` z jo z ,'�Ss�O N A1- � 3eSgti p 03-26-2021 p ~ OP&U_ w REVISIONS: _ U_ F- w No. � .Description .....;...._.._Date - J O- -- U SANITARY ISOMETRIC ° r - - ----- - -- o O z z......... .._.....__._................... ..._ .-------------------- ----------------- O = o U w H X W ST=2 d Q CMU/METAL CONNECTOR ENGINEERING CONCRETE SLAB W/Ox6 W1.4xVN.4VVVVF0R F|BERMESH 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/ FLUSH w/ 3000psi CONCRETE. EXISTING FOUNDATION. 8" CMU WALL OVERHANGS LESS THAN 1" � CONCRETE SLAB NKOxO FIBERMESH 17 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL BEARING CURB STEP SECTION 1O^ CONCRETE SLAB w/ 6x6 FIBERMESH VAPOR BARRIER *PEA�l NG WALL FOOTING SECTION '^~~~�"^"`^""`'","^"^� wO DMomo _AP AS SHOWN CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICALSTEP IN FOOTING DETAIL GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR H LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP MIN, 3" EDGE DISTANCE 4" CONCRETE SLAB W/ LUZ EXISTING FOUNDATION FACE w/ REINFORCING PER " < MONOLITHIC FOOTING ^ F---H-- -------- ECTION �- EXISTING FOUNDATION FOOTING TO BEAR ON R0N � UNDISTURBED SOIL ��«v ����U U WALL ������������������ «� »v LESS K� ��U�U�� �������~ OVERHANGS �� `'- °8TE�VV8LLFOOT|NGTOEXTEND�|N 12^BELOW MONOLITHIC FOOTING NOTES: ' °ADDITIONAL #4 OR #5VERTICAL TD8E �'x'/x'' * IF EXISTING RE8AR DOES NOT K8EET3'' EDGE DISTANCE REOREQUIREMENT,T. LOCATED WITHIN TRANSITION ZONE LOCATE AND TIE RE[NOVEINSIDE FACE SHELL OFEXISTING CKAUVVALLATADJECENTCELL `^'`''~`^ REINFORCEMENTRE|NFORCEMENT|NLAST AND DRILL & EPDXY NEW FULL HT. VERTICAL #5DOWEL NV12''EMBED INTO GTEMWALLCELL EXISTING FOUNDATION AND 4^ EMBED INTO EXISTING BOND BEAM. ° |FMORE THAN (3)BARS DDNOT MEET THE REQUIRED 3''EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB NV 5x0N1.4xWNAWNF ORFIBER MESH . D'CMUCHA|R � LU VAPOR BARRIER --' � m < UPTOOCOURSES: 72"{lC. ADDITIONAL #4 OR FOOTING TOBEAR ONFIRM#5 IN BRICK LEDGE UNDISTURBED SOIL ----/ \-'4^OPT BRICK LE~~� � VERTICAL REINFORCEMENT NOTED ON FND PLAN TOHAVE O^BEND ATBOTTOM CAST -IN -PLACE FOOTING SPECS 1'GTORY:8^x10^NV(2)#4OR(2)#5CONT 2-STORY: 10^x20^W1(5)#40R(2)#5CONT STEMWALL SECTION 1 SPECIAL CARE SHOULD BEEXERCISED BYCONTRACTOR VvHENBACK `---� FILLING BEHIND ASTEM WALL, PARTICULARLY WHEN {T|8OVER 4 COURSES HIGH. SHOULD THIS CONDITION EX|GT, RECOMMENDATIONS MAY BEOBTAINED FROM THE ENGINEER OFRECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BEUSED |NSTEMVV8LLFOUNDATIONS. �0"�FF FLOATING CONCRETE CONT FINISH GRADE 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"x16" W/(2)#40R(2)#5CONT 2'OTORY:10''x20'W/(3)#4OR(2)#5CONT STEMWALL CURB SECTION r7 1 SPECIAL CARE SHOULD BEEXERCISED BYCONTRACTOR WHEN BACK `--^ FILLING BEHIND ASTEM WALL, PARTICULARLY WHEN |T|SOVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BEOBTAINED FROM THE ENGINEER OpRECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BEUSED |NGTEMVVALLFOUNDATIONS. (1) #4 OR #5 CONT: 3 VARIES PER ADDITIONAL #4 OR FOOTING TOBEAR ONFIRM#5 IN BRICK LEDGE UNDISTURBED SOIL ----/ \-'4^OPT BRICK LE~~� � VERTICAL REINFORCEMENT NOTED ON FND PLAN TOHAVE O^BEND ATBOTTOM CAST -IN -PLACE FOOTING SPECS 1'GTORY:8^x10^NV(2)#4OR(2)#5CONT 2-STORY: 10^x20^W1(5)#40R(2)#5CONT STEMWALL SECTION 1 SPECIAL CARE SHOULD BEEXERCISED BYCONTRACTOR VvHENBACK `---� FILLING BEHIND ASTEM WALL, PARTICULARLY WHEN {T|8OVER 4 COURSES HIGH. SHOULD THIS CONDITION EX|GT, RECOMMENDATIONS MAY BEOBTAINED FROM THE ENGINEER OFRECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BEUSED |NSTEMVV8LLFOUNDATIONS. �0"�FF FLOATING CONCRETE CONT FINISH GRADE 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"x16" W/(2)#40R(2)#5CONT 2'OTORY:10''x20'W/(3)#4OR(2)#5CONT STEMWALL CURB SECTION r7 1 SPECIAL CARE SHOULD BEEXERCISED BYCONTRACTOR WHEN BACK `--^ FILLING BEHIND ASTEM WALL, PARTICULARLY WHEN |T|SOVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BEOBTAINED FROM THE ENGINEER OpRECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BEUSED |NGTEMVVALLFOUNDATIONS. (1) #4 OR #5 CONT: 3 VARIES PER 6" OPT. EXTENSION IN ON FND PLAN 3��CONCRETE SLAB W/§xU F0ERMESH VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12^UNDER 1STORY WALL W/(2 ADDITIONAL NO. 4ORNO. 5#40R(2)#5CONT BAR |NBRICK LEDGE |1O''UNDER 2STORY WALL Vm(3 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "IIA" FTG DETAIL FOR THE . FTGDETAIL SPECIFIED ONTHE FDNPLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28r. |FGROUND ADJACENT TDFTGSLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1''O^VERTICALLY PER 3'-O''HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1PRIOR TOCONSTRUCTION, SEEK GUIDANCE OFEORT0PREVENT EROSION OF SOIL. 2, USE GTEMVVALLFOOTING SEE NOTES (MAX 1Ol STUCCO ORDIRECTLY ADHERED "^ STONE CLADDING FINISH M|N0" ' -- -- � ON ARCH VAPORBARR|ER---' , 1, //`- APEX u� ' FOOTING TO BEAR ON ` OPT. EXTENSION IN BRICK FIRM r- '^^~UNDISTURBED LOCATIONS ONFNDPLAN r- SOIL ,00 ^-'ADD|7lONALN0.4ORNO5 -j -~8An|w8RiCKLEDGE U_-td -� s 6 true design studios ~ LITHICFOOTING SECT]ON-------- z �= CONTACTE0RPRIOR TOCONSTRUCTION |FANY OFTHE FOLLOWING OCCUR: ° OVERALL DEPTH OFMONOLITHIC POUR EXCEEDS 20" 90W0REGENCY SQUARE BLVD. m ° GROUND ADJACENT T0FTGSLOPES DOWN AND AWAY < SUITE 100'JACKSONVILLE.FL32211 - FROM STRUCTURE STEEPER THAN 1''O^VERTICALLY -� PER 3'-0''HVR|Z0NTALLY[OPREVENT EROSION OFSOIL. o CONCRETE SLAB wYOxO `- (2)#*OR(%)#5CONTINUOUS VV14xVV1*VmNpOR UJ -- 0 CT �] FIBERMESH ��" ��M� / | 16" VAPOR BARRIER < wo CONCRETE SLAB WV0x6 w VV1.4xVV1��VVVVFOR F|BER�ES� 0'-0'4FF sEEARCH DETAILSLO r- �- MIN ��� �� ��� / z u��N| U 8"x8THICKENED --' �GKT L��J \ w VAPOR u STEP-DOWN, SEE z � PLAN -- m�m��U ��~�� � U U U '- ~~ »�~� __- \ CURB..STEP. ���Tk�� -~ Uj �� K���� __ �,~--==`'-`���=`°��'' .~.� w1 8^UNDER MASONRY WALL ! z 0 CONCRETE SLAB vw a^UNDERvOoovAu-z >K 0x6v14xw4vvF uu w � -- 0 U U U 4J OR FIBERMESH\! ' «� U m~�* VARIES:~�_ | --~~ Cif == U U U p^ x U_ 0 K r ��� 2' MIN z VAPOR BARRIER 0 ------------------- Lij '^ 0''OPT. EXTENSION |NBRICK 0�- LOCATIONS ONFNDPLAN z � ' -ADDITIONAL NO. 4ORNO. o 0 ILL / BAR - < _- Abboft Park ���T �� '1 uz '' -- ---'- --,�������� "-5 �-��l[����0� [] CONTACT EORPRIOR TOCONGTRUCT0m |pAwvOFTnE *� _- - - - - -- FOLLOWING OCCUR: _ ...... LU OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" °GROUND ADJACENT TOFTGSLOPES DOWN AND AWAY z FROM STRUCTURE STEEPER THAN 1�U^VERTICALLY 0 PER 3''O^HOn|ZONTALLYrOPREVENT EROSION OpSOIL. PROJECT NO: w O CONCRETE SLAB W/ 6xe -1 ����003«K99 ^ ' bL - 0----- -- �-__0___ _- on�ww. �L���� �� o*xo -' DEEP) MJP uJ . >< -- LU v / . EXTENSION -^ UNDER BRICK VENEER < ««uooxv«»v UO 12" UNDER 1 STORY WALL | `--v�p�noxnRER O2 �� 0 0 . 6 BEARING {�UF�B STEP SE�T|��� ^� -' UJ z At -- TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS 0 03-26'2021 _ 0 O REVISIONS: UU LLI No. Description Date <LU U0 _ _ 0 Z O STm2mD CMU/METAU CONNECTOR ENGINEERING :)ocuSign Envelope ID: A8963624-09DD-4158-9F80-E752BDB957DB I 1 l GENERAL MASONRY NOTES DC1 U Q ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. N 0 0 A. 0 �m 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 8U LINTELS MAY BE FILLED OR UNFILLED. O 8F LINTELS SHALL BE FILLED. LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. o APEX 0 DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C.; U.N.O. t- � SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. _r< MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE 0')Q SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND N NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN CY, J LL := INDICATES GROUT FILLED CELL WITH NO REINFORCING W tds J J-6 � ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM true a1sitiu `�. 30" LAP REQUIRED. TYP AS SHOWN z O f>> (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM U) e y 30" LAP REQUIRED. TYP AS SHOWN 9000 REGENCY SQUARE BLVD. a) j-J OPT. NO.5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Q SUITE 100, JACKSONVILLE, FL 32211 ui _p jJ NO.5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O HEIGHT OF DOWEL = HEIGHT OF COLUMN r � w_ FRAMING KEY NOTES (CMU) DC1' NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN . -- U o DIMMON' 'D (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) � � 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. o m # x "-'• 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN w Q' Zz LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP d PLATES. ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: C� A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS U BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. z B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH W FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 0 W 4. HIGH UPLIFT CONNECTION' *FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. O O + SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL 0") WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) LO >= FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 r- OR (2) SDWC15450 @ MAX 16" O.C. b U) • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z W 5. FASTEN EACH BEAM TO MASONRY W/ META12 U) W w m LLJ 0 co CC w F- w z > o W �3 Lu o ry wLIJ x Z 'QO z O Q o w z O a U w w J Abbott Park Q O U J (n U_ LOT 005-03 0 Q w U Q z_ z } U) Q PROJECT NO: w O p OJ 2021.003499 w Z___ ___.. _ _ _ __ __.___. O -.... ----- -- ----- ---- -- - -- -- - - DRAWN LINTELSCHEDULE W-------------- ----- -------- --- LDG----------------- ------------- --- -- o LINTEL NO.CLEAR SPAN -.. ........... L-1 16-0" L-2 ( 3'-0" -- - L-3 2 0 ' L-4 6 0' L-5 8' 0" L-6 9'-0" L-7 11 8 --- - ---- L-8 -------------- - ---- _.... __..--. 4 8' L-9 CHKD: l 0 LINTEL DESCRIPTION.COMMENTS MJP W W - - -- - --- -- 0- J 8F-1-32 PRESTRESSED GARAGE Q Q DOOR X (� Bus Lq�� U)- -------.-......-....-................................ - .......................- - ....... --........... - ! 8 U 8 NI� ��i -- ---- - -- •' '4 8 F 16 .` .` . • ENS*-. 8F-16 8080 SGD/ REAR PORCH p 8F-16 REAR PORCH - Z 8F-16 REAR PORCH - _... 8F-12 FRONT PORCH (ELEV A) O �> - -- --� : p = STATE OF 8F-16 FRONT PORCH (ELEV B,E,F)W �c C) Q I r C'�,'� 1,,�� Z Z �spa N AL p 03-26-2021 p E_- w U REVISIONS: I_ Q No. Description , -Date w J O-� -- - - -- -- O z- - - - ----- -i- --- -- + Z = O U � w H X w ST=3 a CMU/METAL CONNECTOR ENGINEERING 7ocuSign Envelope ID: A8963624-09DD-415B-9F80-E752BDB957DB 1 st LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES « DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER « UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN., • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. « FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE -- .. - O.0 LUMBER SIZE 2x6 2x8 2x10 2x12 12" 15-5" 19' 11" 23` Q" 26'-0" -- 16" 13' 4" ! 17'-3" 20' 7" ; 22'-0" 24" 10'-11" 14'-1" 16-10" 19'-9" 20 L.L115 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.0 LUMBER SIZE SPACING _ 2x4 2x6 2x8 2x10 12 12'-5 19 6" 25 8" 26 0 I .... I 16' 11'-3 17'-8" 23-4" r- 26 0 24 I. 9'-10 15'-6" 20 1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2, TYPICAL BEARING BLOCK • BEARING BLOCK TO BE 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. i 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 ;4" 0 @ 24" O.C. STAGGERED PT 2x8 ......(2) ROWS 'iQ" 0 @ 16" O.C. STAGGERED PT 2x10..._(2) ROWS 1%1" 0 @ 8" O.C. STAGGERED PT 2x12._..(2) ROWS',G" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...... ..........................(3) 16d COMMON 2x8..... ...........................(5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12...............................(9) 16d COMMON i FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6.._............................(3)'/4" x 4-%" LONG #14 WOOD SCREWS PT 2x8................ _................ (5) %' x 4 '/2' LONG #14 WOOD SCREWS PT 2x10.................................(7) Y4" x 4-%," LONG #14 WOOD SCREWS PT 2x12............. .. ................(9)/d' x 4-%" 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 — — — D U 0 co rn E o O O O 0 APEX 0 4 O N O tt5 T N m _! U- +� w _! tds 6 J � true design studios Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 o_ o � O F� w I-- RRHOMON' J m w -. Z w (D w O O O O t` F_ ti O Q C!) Z W W Z J z LLJ U 00 Uj O w w w Q w Z < O > Z „ t W LI..a 0t w Of W w ti O N x LL LL Z Q O Z O Q 0 IY w O w Z O a. U LL Q w J cr_ Abbott Park Q O U LL 0 Q LOT 005-03 0 -................................-------------------. .........................__._. f— Z Z —. - — - ---- ---- - - - -- PROJECT NO: w 6• • (1) 48" & (1) 24" BEARING BLOCK REQ'D ° 2021003499 0 . • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. LL STAGGERED Z _ . _....... - -- O • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U DRAWN: LDG O Ul) CHKD. x MJP U) w w U Q ��t�tti�ltttr�l� cn LgAI/, ��� Cn Dbctt6igA@df Z16 LU Q S _d * _ y o <>p• w . C -.O.•• STATE OF :441 U) _,V% z © 03-26-2021 p 1= w U REVISIONS: Uj No. Description 1 Date - w J � U U � ° - -_ __-------------- -- o O J _._.._....-. -- Z = O U � w x w ST=3A a. Q CMU/METAL CONNECTOR ENGINEERING r'i )ocuSign Envelope ID: A8963624-09DD-415B-9F80-E752BDB957DB i I% TRUSS TO TOP PLATE, MOISTURE BARRIER----/ UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO —/ W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 C 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 12" 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 WI #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 '/7' THREADED ROD ANCHOR W/ MIN 4" EMBED W! NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR Yz' WEDGE BOLT W/ MIN 4%" EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES -EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. -INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). 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 MONOVTHIC, 12" EMBEDMENT IN MASONRY) TYI ROOF -TO-' CONNEC 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 7V32" 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 1�" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W1 HTSM20 OR HTWM20) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN ( FOR MISLOCATIOI INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY FCORNERS 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS 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 (LINO). MINIMUM 48" LAP Wl 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. C? 0 N 0 N STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB MIN. SCREW DIST FROM DOOR JAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH 3/4" OR 1%4" PER MANUF. 3" 5" 11/2, 31/4 ' 3 7/I 6 5„ 115/ d 3 3/4 , 3 3/4 " 6" 2 %4" 3 3/4 IL TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH • (2) ROWS t/4" DIA. @ 30" O.C. STAGGERED • (2) ROWS %E" DIA. @ 24" O.0 STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE ABOVE (SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED Y.") 1x_ PT NAILER BUILT UP 2x_ ATTACHED TO MASONRY: (1) PLY 1 x_ OR �6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL - 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O U O O CV C3 a O APEX N O U N 114. O O t0 Q co N N tM` J i2 W tds J J true design studios a) O U) Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 N O o O r- W F_ j DoRsHOMON' o J Q AU44& m w .. Q U) U z w W Cif O O O LO r- a z w W Z J Z Uj U)� rwn v tb _ LU W QW z_ `'� 3 /" W w Q Q t� 0 o � j�� W �' r.i+ I� J X LL. LL z a z O z O Q � w d z O a U U- `L W J Abbott Park O U _I (n U- LOT 005-03 d w F- z Z 0 0U)O PROJECT NO: LLJ j 2021.003499 w DRAWN: U LDG o CHKD � x MJP w w U Q �t��t�Itll�itr�� U)� S�CiN Lq� ��i�� CO lG•E•N S � Z o D8cLt6igpeda%y 86 w = Q =' t t. 7t o •,3 ti, 13 STATE OF i VJ LL1 c .. O •• ,�c ' <tr� '^ �sS.�``� Q p 03-26-2021 p 1=I W U REVISIONS: LL No. Description tion Date - - --- �- ----------- - -------------------------------....... ;w Lo J o- - - - F- JU-------.-_L. - -..... O Z..................!................ -.....-..................----------------.._......-i..... - .. z = O U 0 w I- X W ST=5 CMU/METAL CONNECTOR ENGINEERING L --- L---L-."�___ )ocuSign Envelope ID: A8963624-09DD-415B-9F80-E7528DB957DB , MOISTURE BARRIER BY OTHERS TYPICAL PORCH SHEATHING DETAIL ATMASONRY EXTERIOR WALL (THIS DETAIL |SREQUIRED ATALL COVERED PORCHES UNLESS NOTED OTHERWISE) TRUSS T0TOP PLTmVHl5TORRT7AT-- GHEATH|NGTDTOP PLATE- W/VdCOMMON @3''O.C. FULLY SHEATH KNEEVVALLPER IIU5LE 2:- WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS 0 MIN 2»4ND2GYPPTPLATE BETWEEN TRUSSES Nx(3)1VdTOENAILS EACH END & MINIMUM K EMBED DRILL AND EPDXY ANCHOR W/NUT & WASHER EACH PLATE SEGMENT WITHIN 0''OFEND ° 2x4No.2SYPPTPLATE CONTINUOUS vW xU^EMBED DRILL AND EPDXY ANCHORS NxNUT & WASHER @24''O.0 ROOF DECK ROOFTR0G8 OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MAGDNRYUNI PER PLAN l CRICKET BYBUILDER LOWER PILT / TRUSS TO BOND BEAM W/ META12OR HTA1648W/ MIN (7)10dx1� SHEATHING TOPTPLATE --/ IN TRUSS VW8dCOMMON @3''O.0 HEIGHT, BUILD UP PER THE FOLLOWING DETAIL ............ IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION �WOOD KNEEWALL OVER MASONRY KWC TOE -NAIL MIN 2x4 NO.2 SYPB0C0NG BETWEEN TRUSS TOP CHORDS mV (3)1OdCOMMONS EACH END FASTEN 2xONO.28YP-- D|AGONALBRACE TO BLOCKING v/(0) 1UdCOMMONS 2xONO2GYPDIAGONAL BRACE-7 SEE PLAN °UPTO8FTSINGLE 2wJONLY FASTEN 2xONO.2SYP "T-BRACETODIAGONAL BRACE wv1UdCOMMONS 3''O.Cb BLOCK PANEL EDGES WITHIN 4�U'OFGABLE TRUSS (EDGEWISE ORFLATVV8E) ROOF DECK FASTEN ROOF DECK T0 FRAMING @3^D�.ON EDGE, O^O.C. IN FIELD WITH RSRS-01 PROVIDE PANEL | EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN I FASTEN ---------^ FROM DIAGONAL BRACE TO CMU 71 MOISTURE BARRIER BETWEEN MASONRY ............ -Y AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING ����lF�UU ����/ ����������� ������u_�_������u_�- ���������o��� ���_x��nu- �wn/ x �����n�/ n��� 2021V1.0 MAX. 1) TRUSSOPAC|NG=24rOI. 2)OUTLOOKERS.BLOCKING & CLIPS MAY BEOMITTED FROM OVERHANG PORTION OFDETAIL FOR NON -DROPPED GABLE TRUSSES Nx3^ORLESS OVERHANGS. 2x4 SYP OUTRIGGER C, CLIP TOGABLE TOP CHORD WITH (1)H2.5Twv(108dx1�2" 2x4N{l28YPBLOCKING BETWEEN OUTLODKERG FASTEN EACH BLOCK TOROOF DECK WITH Od COMMON @J^O.C. GABLE TRUSS VVALLSHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TOBOND BEAM NK M ETA20 @ 48"0.C.m0M|N(7)1Udx1�� (NOTE:|FMETA2O|8IMPROPERLY INSTALLED. ATTACH TRUSS TUBOND GARAGE DOOR mr F.FE. TOP OF CURB F.F.E. l q OF OPENING 4,"DIA. ANCHO| ,.�.. .m.rTOP 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE(5) 4,"0�J-8OLTOR LARGE Dk\METERSCREVVANCHOR v/5y� EMBEDMENT ATEACH DOOR BRACKET, EACH SIDE OFDOOR, PROVIDE %'x4,*^ THICK WASHER wyEACH ANCHOR. (1utBOLT TDBE8''MAX, ABOVE CURB.) GARAGE DOOR JAMB DETAIL #5CONT (1)#5BAR ATCORNER W/ MIN. 25^LAP #5CONT 1,7 4---PRE-CAST LINTEL � PER PLAN � FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN -----� \MITER -CUT LINTELS ATCORNER, CORNER nO8ETEMPORARILY SHORED FOR MIN (7)DAYS LINTEL REINFORCING VERTICAL BARS TOEXTEND TO TOP OFWALL AGSHOWN. MIN O^BEND INTO BOND BEAM TOP OF WALL PRECAST LINTEL SEE GEEPLA PLAN EXTsNDRE|NFORC|NGTO END DFPIER wW6'BEND TO LAP WALL REINFORCING AS SHOWN. M|N(2)GOUDFILLED& REINFORCED CELLS mKN0.5 VERTBAR ADJACENT TO GARAGE DOOR OPENINGS. NO.5VERT.BAR |NFILLED CELL ATEACH END OFPIER NO. 5DOWEL T0MATCH EACH SOLID FILLED &REINFORCED CELL EXTENDING FROM FOOTING TOLAP WALL REINFORCING W/ MIN %5^LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN O''BEND AT BOTTOM. CONCRETE FOUNDATION WORK TOP OF FINISH PER PLAN FLOOR SLAB 7 INA GARAGE SHEAR PIER TRUSSES NEEDING BRACING (14 APEX r� uo � ~_ -j dsU-' cr�'dem�nytum�s � �= �e 9000 REGENCY SQUARE BLVD.g� LATERAL BRACING - MULTIPLE TRUSSES*� �u/n��m����m�ym�m-�c.��u��/� u6 '� 0 1 ALL RESTRAINT LUMBER 8nOVvwSHALL BE2x4NO.aaPPORBETTER (UNO). �� 2. SHOULD ASCENAR0ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE. |MMED�TELY c� CONTACT THE ENGINEER OFRECORD FOR APPROPRIATE BRACING DETAILS. UJ ~ 3 BRACING LUMBER SHALL INTERSECT THE YVEBSOFTHE BRACED TRUSS 8TLOCATIONS INDICATED AO NEE0NGBRACING OwTHE |wDN|DUALTRUSS osT�LsPRODUCED BYTHE TRUSS ENGINEER. 4 ALL FASTENERS GHOVVNARE.131''n3^LONG (UN0). -- -- � 041 H09ON/p. z;� u DEG|GNEDPER8C8|'B8 MOST ~^ � MAX MAX T��RACEFASTENED n] L8RACEFASTENED TO SCAB BRACE FASTENED TO WEB NV1OdATtrO.C. -IF (2)BRACES ARE REQUIRED, APPLY BRACE TO EACH FACE OF WEB. CONTINUOUS LATERAL RESTRAINT WEB ry BRACE SUBSTITUTE WEB MEMBER SPECIFIED; ALTERNATE BRACING SIZE CLR T OR L SCAB BRACINGSINGLE TRUSS . 1. |NDw1DUALVYEBBRACING MAY BEUSED VVHENCONTINUOUS LATERAL ~~ REGTn�NT(CLR)|8SPBC|�ED0NATRUSS DESK3NBUTAN ALTERNATIVE VVE8BRACING METHOD |3DEG|RED �� u. INDIVIDUAL WEB BRACING MAY CONSIST OFT'eRAC|NG. L'BRxCiNG. OR ^� 0 U U SCAB BRACING. REFER ToCHART AND DETAIL FOR MORE |mF0RMAT0N. 3. !ND|v|DUALm/EB8RAC|NG MATERIAL TOBESAME SIZE, SPECIES, AND UV UJ GRADEAOWE8TDBE8RACED �� � ~��. 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C� 03-26-2021 -- U ��E��I��I|���S: UJ u- | | | F- U`���U «� |0�o,/ Description Date 3