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8114 Wheat Stone Dr
�A &0 DRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 A110 ARCHITECTURAL NOTES 1st LEVEL FLOOR PLAN - A200 ELEVATIONS A400 WALL SECTIONS - - A500 A501 DETAILS DETAILS A502 DETAILS - IF APPLICABLE STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN _ ST-3A.1 1st LEVEL ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS _ ST-6 SECTIONS AND DETAILS DR HORTON A3AB ASTOR ELEVATION B Abbott Park,, LOT 002=02=A ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN WORK SHAI-L C CODES OMPLY WITH PREVAILING ALL WORK COOE, NATIONAL ELE 4 aZ ,HILLS AWD NRNGIES REV IEaF ZEPF��; �11L PLAN VXA NER BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE -RESIDENTIAL 2017 FL BUILDING CODE - FUEL GAS' 2017 FL BUILDING CODE - PLUMBING: 2017 NATIONAL ELECTRIC CODE: 2014 FL BUILDING CODE - MECHANICAL: 2017 FL FIRE PREVENTION CODE: 2017 FL BUILDING CODE - ENERGY CONSERVATION: 2017 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 VOLUME Il1 st Floor 14038 CIF 1st Flo orl D A1504 SF Grand total 114038 CIF 1504 SF UNCONDITIONED AREA ------- --- Garage _.. 390 SF (Entry '31 SF Lanai 86 SF . T507 SF____ Grand total 2011 SF ti L O ° U) APEX .0 U) U LU z U 00 w z c� z tds w m Q true design studios 0 O 1 9000 REGENCY SQUARE BLVD. w LL SUITE 100, JACKSONVILLE, FL 32211 C.:Cn Oz 904.821.5200 p I- �_ O O DIHOMN U Q Amok# r w O J LL Q z C� O J O z U w I- X wLU ♦♦ ^^ Q VJ 0 W m � m_ 0 zw w O U) O Q _ w O z m > o Q J W M Lu w o� o ULL Q X C� O z J O z 2 U z LU Abbott Park a w -- ---- w a LOT 002-02-A w Q J U U) 0 PROJECT NO: 2020.001719 z DRAWN' SLC w 0 CHKD: LL JAC 0 0 0 In (A w J Q z Q t0 v/ 02-26-2020 O z REVISIONS: < No. Description Date, w ---- U) w L-------- I=- w Q U) O 0000 z O 0 Footer Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to footer steel w/ (2) ground clamps 5' apart LIFER GROUND DETAIL N.T.S. GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 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 I • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. �I j • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED II • 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 ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD • PER NEC SECTION 406.8(B)(1) 15A & 20A SERVICE SAME AS 150 = #1 Copper or 2/ 0 Aluminum I RECEPTACLES IN A WET LOCATION MUST BE WITHIN UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN AMP SERVICE ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING Conduit. A/C DISCONNECT RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT CMTER DMAINISC. - - • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 150 OR r 1 #12 COPPER TO APPLIANCES AND GFI 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS - 200 AMP TYPICAL TAMPER -RESISTANT ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS _ J PANEL #10 COPPER TO WATER HEATER • PER NEC SECTION 800.156 NO LESS THAN ONE SERV. BY #8 COPPER TO RANGE COMMUNICATION OUTLET SHALL BE INSTALLED POWER CO. - #6 COPPER TO HVAC WITHIN EACH DWELLING UNIT N.T.S. j __� #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: • PER NEC SECTION R314.3 AND R315.1 SMOKE A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH j DETECTORS TO BE INSTALLED INSIDE EACH B) BONDED TO CONTINUOUS FOOTING STEEL SLEEPING AREA -- INTERSYSTEM BONDING TERMINATION PER NEC 250.94 . ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO NOTE: INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE APPROVED EQUAL PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY _._ ___._._ __. _____-- __ _ __ _..., • 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 ROOF NOTES EXTERIOR ELEVATION GENERAL NOTES • INSTALL ROOF VENTING PER MFR WRITTEN ABV ABOVE INSTRUCTIONS PER FBC R806 • FRONT ELEVATIONS BANDING, MOLDING, AC AIR CONDITIONER COLUMNS AND TRIM SHALL RECEIVE A SAND AFF ABOVE FINISHED FLOOR • ALL OVERHANG DIMENSIONS ARE TO EDGE OF FINISH. SEE ELEVATION FOR DEPTH OR RAISED AHU AIR HANDLER UNIT RAFTER. REFERENCE WALL SECTIONS/DETAILS BANDING BLK BLOCK FOR ALL OVERHANGS NOT DIMENSIONED. • SIDE AND REAR ELEVATIONS BANDING AROUND CABS CABINETS WINDOWS AND DOORS MAY BE OPTIONAL PER j CLG CEILING • ALL UNDERLAYMENT MUST BE INSTALLED IN COMMUNITY SPECS -SEE COMMUNITY ' CHR CHAIR RAIL COMPLIANCE WITH FBC R501.1.1 SPECIFICATIONS OR CONSULT THE COFF COFFERED CONSTRUCTION MANAGER. ALL BANDING SHALL • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT RECEIVE A SAND FINISH COL COLUMN OUT IN ROOF SHEATHING PER MFR WRITTEN COND CONDENSER INSTRUCTIONS • ROOF COVERING SEE COMMUNITY CRN CROWN MOULDING SPECIFICATIONS OR CONSULT THE CVAC CENTRAL VACUUM SYSTEM CONSTRUCTION MANAGER, SEE STRUCTURAL DBL DOUBLE SHEETS FOR SHEATHING REQUIREMENTS DIAG DIAGONAL DR DOOR • FLASHING SHALL BE INSTALLED AT WALL AND DRY DRYER ROOF INTERSECTIONS, DECK AND WALL DW DISHWASHER INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF EB EYEBROW OPENINGS FL FLOOR LINE (MAT. CHANGE) FLR FLOOR . WINDOW PAN FLASHING SHALL BE IN FP FIREPLACE ACCORDANCE WITH FBC R703.8 FXD FIXED FXT FIXTURE • WALL HEIGHTS VERIFY ALL BEARING WALL GLS GLASS HEIGHTS WITH FINAL TRUSS LAYOUTS HB HOSE BIB -- - --- KS KNEE SPACE - — - • LATH PER FBC R703.7.1, LATH AND LATH LAV LAVATORY ROOF VENT CALCULATION ATTACHMENTS SHALL BE OF LT LAUNDRY TUB _..._ __ CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE MRBL MARBLE FORMULA: ATTACHED WITH 11/2-INCH-LONG (38 MM). 11 GAGE MC MEDICINE CABINET NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR MIR MIRROR 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, MTL METAL OF CEILING SPACED NOT MORE THAN 6 INCHES (152 MM), OR OH OVERHEAD *144 SQ. IN. = 1 SQ. FT. AS OTHERWISE APPROVED OPNG OPENING BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) OPT OPTIONAL BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED • PLASTER PER R703.7.2, PLASTERING WITH SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% PORTLAND CEMENT PLASTER SHALL BE NOT LESS R & S CLOTHES ROD and SHELF AT LOW. THAN THREE COATS WHERE APPLIED OVER METAL REF REFRIGERATOR LATH OR WIRE LATH AND SHALL BE NOT LESS SD SOAP DISH PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN TWO COATS WHERE APPLIED OVER SDLTS SIDE LIGHTS THAN 50% OF VENTILATION MUST BE PROVIDED BY MASONRY, CONCRETE, PRESSURE -PRESERVATIVE SGD SLIDING GLASS DOOR VENTILATORS LOCATED NO MORE THAN T-0" BELOW TREATED WOOD OR DECAY -RESISTANT WOOD AS SH (2) SHELVES (QUANTITY) THE RIDGE OR HIGHEST POINT OF THE SPACE SPECIFIED IN SECTION R317.1 OR GYPSUM SHWR SHOWER BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER TB TOWEL BAR BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) FACING MATERIAL OR IS COMPLETELY TPH TOILET PAPER HOLDER CONCEALED, PLASTER APPLICATION NEED BE T&S TUB and SHOWER (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) ONLY TWO COATS, PROVIDED THE TOTAL TEMP TEMPERED PER LINEAL FT THICKNESS IS AS SET FORTH IN TABLE R702.1(1). TR TRANSOM ON WOOD -FRAME CONSTRUCTION WITH AN VOL VOLUME (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR WC WATER CLOSET W/ 9.19 SQ IN (NFVA) PER LINEAL FT PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE WD WOOD CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL PROPORTION OF AGGREGATE TO CEMENTITIOUS WH WATER HEATER NOT INCLUDE NON -VENTED FIRE RATED SOFFIT MATERIALS SHALL BE AS SET FORTH IN TABLE WNCT WAINSCOT LOCATED LESS THAN S FROM PROPERTY LINE R702.1(3) WS WATER SOFTENER WASH WASHER • 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 j 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 R703A) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE j GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING I AREAS, ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS j 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 i • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC W/ MIN. 112" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE I "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 R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USEABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. j DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND INSTALLED PER FBC R302.12 & R302.12.1 • 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 MEASURED VERTICALLY FROM THE NOSING OF THE TREADS I i • 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 j 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 .I • 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 I • 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 j SPACING ti LID o ti O ° U) APEX W W Z_ qj U m w W W Z 0 tds W N Q true design studios O J 9000 REGENCY SQUARE BLVD. N u' SUITE 100, JACKSONVILLE, FL 32211 ZO 904.821.5200 p s✓ O 11HOMON' U O lL U Z_ O J Z U W x W Q VJ Q M w W m 1111111111111111101 0 ` W w O Cn O F w Q O z m > o W W Z Q 0 M w mow�// a f= LL U LL W 0 LL Q W x 0 O O 0 Z = W U ~ Z Abbott Park rt x a W — - U_ a LOT 002-02-A W Q- -- - - - -- -� U 0 W PROJECT NO: 2020.001719 Z DRAWN: SLC w CHKD: U_ JAC O AR 0 0 uO w J Q U U) U) O Z_ 0 U) 02-26-2020 O Z REVISIONS: No. Description Date LU w U) - - - w w -- J d rn O AOOO Z 0 0 LO N 0j VERIFY 00 LOCATION W1 SITE PLAN Uj W CC (D = W = cN O (V ' l P) O M N I I I I I cV I � CO 1001 00 - j OUTDOOR LIVING I I 9'-4" CLG I I I II o I I ' 1 st IEVEL F D O R PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 23'-8" 70'-0" 13'-0" 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 112 - !NTERIOR 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 'r 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 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER I` p � U ti ,O ° W APEX � v W z_ q� 0 m W Zz LL,z'00000,\ Z t S W Q Q true design studios j p O j 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 ZO 904.821.6200 p H Z cn O Cy c a ' 01HOMON U Q j r +• 'O J LL U Z N U' O J O z _ U IW H �a_ wW rr ^^ Q VJ p LLJ m p Z W w O cl) to z O CC w Q G O Q / z Uj Q J LU M W w 4 F- p U) a X O z p U z Fw- Abbott Park a W--- -- LL a LOT 002-02-A w — -- — - J U w PROJECT NO: 2020.001719 z - - (D DRAWN: SLC W p CHKD: JAC LL O 0 0 0 U) w J Q U co rn 0 z_ p 02-26-2020 O z REVISIONS: No. Description Date p w U) - -- w W J U) H Al 10 Z O 0 1 st LEVEL BRG (TOP) 1 st LEVEL FIFE _ ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) E 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT p 204 MILLENNIUM ROOF VENT APEX w v 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE Z (D — -- �\ -- - MASONRY SHALL BE 1/2'' THICK TEXTURED PER U) COMMUNITY SPECIFICATIONS 00 > _- \� ---- ---- SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS W /S1114, �.11 �. SHALL BE 7/8 (3 COAT) TEXTURED PER COMMUNITY W — — SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER Z 1st LEVEL BRG LOB 1 St LEVEL BRG (TOP) — ._,-.__._------ t - - - - - - - --- - -------- - --- - - - __. _ . • :- .. ., .. , . .. . .. _ ... _ _ • •- -.,... .- - , . .. , .. ,., , •• • .,,: ,. ; : • • :. •'•:-• :;-'•.`•'..:.� _ •;• r: SHEATHING PER STRUCTURAL DRAWINGS OVER EXTEBE RIOR Z -- — - s� r_ �= I• � ffI WFURRED OUT FROM BACKING FROM AN APPROVE Q true design st udiosMETHOD IN ACCORDANCE WITH FBC R703.1am Li ❑ r SEEGENERAL NOTES A000 FORSPECIFICATIONSIFI ATI N S FI r. R CEMENT 22 BE C LAP SIDING 3- i~ :• � . • r• 4 FI BER R CEMENT HAKE SIDING x• 22 BE S S G J Y SQUARE BLVD. >� 9000 REGENCY D. Q ry` W C - - --����- - - /. -.. ;.�'': •-:'• `•- ', ° •••:'; :•'.. `,,,':_':` .•-_, .r....... .-.....•,:•:•.;•; •:.-; .;••;•.;.•.-•.,':.;::' cvFIBERt•`..'-:--�-�: 1st LEVEL FF E 229 r CEMENT BOARD & BATTEN SUI100 J ACKSONVILLE FL 1st FIFE 1st LEVEL FIFE 0'-0" `�40'0 vi 226 SYNTHETIC STONE VENEER Z 904.821.5200 p RIG HT EIEV A MO N 1/8" = V-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION Area I HIGH LLOW VENT # VENT RATIO PROP HIGH LINEAL FT T PROP LOW 2011 SF 1483 in 1 483 in 4 115 460 160 1470.4 6:12 N 46 IFIT, EMYA MO N 1/8" = V-0" WHEN PRINTED ON 22"x34" 12 �6 1st LEVEL BRG JOB) / 1st LEVEL BRG (TOB 9:_4 _ - 9'-4" ' �• 0 IstoLEVEL FIFE -_ _ - _ 1st LEVEL01 FF 8" i E YPa4 k 220 GABLE END) RFA R El"A llO N 1/8" = 1'-0" WHEN PRINTED ON 22"x34" (TYP) RO0FPIAN 1/8" = V-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT (AFF) _ _ _ __ _______ HEIGHT (ABV GRADE) BUILDING HEIGH_T_(AFF ------- ---------- ---------------------------------------- - --- - 1T-93%4" 1T-13%4' �64 DECO BKT ll"xl7" 265 12"x24" 224 �. 2 - - 262 4„ ll ll IIff J 7i I i3O 1 l ..1 .LE. 262 8" - - ' ' ICI 1st LEVEL BRG " ........ Il I J,E_1'Jl a � ' 1s-tLE-VE-L- -BRG -TO-B� 9 g4 6„ - r�` �260] 6:: E --r227� I L—� ! i � � I _ 2Bo 226J 3068 w/ 3010 L TRANSOM ABVr.-- -- J L ---- - -- : lI I lL-1 1st LEVEL FIFE01-01, — --------------.----J_L_�_L_�J 1_ _ .. _ 1st LEVEL FIFE 0.4 16" 261 FRO NIT EIEVA UO N 1/4" = V-0" WHEN PRINTED ON 22"x34" 227 - STONE LEDGE 228 - BRICK VENEER Q c 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN O d 259 - 2"x TRIM - SIZE AS NOTED 0 RIHOMN'� 260 - CV BAND - SIZE AS NOTED - 1" PROJ U N O. U 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. Q� ;1 262 - 1"x TRIM - SIZE AS NOTED ❑,.,'& 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT O 265 - DECORATIVE LOUVER - SIZE AS NOTED —i 266 - 4" DECORATIVE DRAIN TILES LL_ 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND Q COLOR IS DETERMINED BY THE BUILDER'S SPECS U Z 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. } OF LIGHT TO BE 6-0" A.F.F. U.N.O. U J O U W H 0- W rr^^ Q vJ Q w � oo � m ❑ z w Wcn O_ U)z Q O w Q O :E z m > o C/) Z) Jw ° cv) w w cjLN/ ~ ❑ H U L.L W U- Q � X C� O z -1O O ❑ Z w = F- U Z Abbott Park x w - U- a_ LOT 002-02-A w Q Q U ❑ W PROJECT NO F- 2020.001719 z C� DRAWN: SLC w --- ❑ CHKD JAC U- O 0 LO (IJ w J U W (D Z_ ❑ U) 02-26-2020 (D Z REVISIONS: No. Description Date ❑ - w U) J Q U O A200 Z 0 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 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 2 %vA400 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS \ VARIES (RE: 12 — � ELEVATION) VARIES (RE: ROOF PLAN) �, \ 1StLEVELTOB rbVARIES INSULATION PER CODE .T.Z ►....gyp RESISTANT CEILING ■ --D PER A .0. FBCR TABLE R702.3.5 POURED BOND (RE- STRUCTURAL) .. E 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 _ SCALE: 1" = 1'-0" FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE:\ WD SHTHG OVER PRE-ENG WD �OOF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER — - 1 x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND i 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 1 St LEVEL TOB VARIES (RE: ELEV) - INSULATION PER CODE 1/2" 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 0'-0" -- INSTALL VAPOR BARRIER IN ACCORDANCE WITH a ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) 1 TYP ONE-STORY WALL SECTION A400 ' --SCALE: O O c O U N L N APEX > O 00 � o rn U � N � O � N M Li J J t S a � > Z O true design studios � j Al U 9000 REGENCY SQUARE BLVD. 0o SUITE 100, JACKSONVILLE, FL 32211 T" vi O H U) c m041HOMN, U U z 0 w 0 0 0 r` v LO r- O z W w w z W m w w w (n z zLLI G a O 0 Q O J 11 W W O ry LL Q w a O U X - 0 z O O 0 IL Q z U � z n- LL O -- J J U O U z o PROJECT NO: W C) IX DRAWN: DVO U) Q CHKD: w TSD LL -' O m o w � w O J Q w U) Q U) z O O U_ '^ U_ WV Q '^ U) z >_ REVISIONS: O No. Description Date 0 J --- w O z-- -- - w 2 W w w - -- 0 Q A400 z O 0 in WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOFMALL 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. T1. FOLD INWARD at PT. A © 1.. FOLD CREASE APRD T. B PT. A O 1. FOLD INWARD at PT. A WATER TIGHT SEAL. FOLD, DO NOT CUT ®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 U SHINGLE ROOFING —� DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX BOTTOM 2. CREASE at PT. B 3. CREASE at PT. C ® ®FOLD at 77° 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 ROOF/WALL SCREED x 5x5 WALL FLASHING } x x v I MqN CLZN - W, 0 ?w a� FLASHING (SEE DETAIL) FASCIA WRAP WALL KICKOUT FLASHING WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS 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 INSTALLATk WRB LAYER #1, STUC, WRAP WOOD SHEATHING APPROVED HOUSEWR 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 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 fi -7/ - - 7 2x SUB-BAND\Wl1/2"X? NOTCH @ END, WRAPPED IN PEEL & STICK \ 1" DRIP EDGE 1/8' pie' I TEXTURED I \ iFv FINISH @ WOOD�58"\ EXTURED FINISH @ CMU 1 1/8" • / \ METAL FASC� WRAP \tie" FROM \ STUCCOI, j FROM WO`DD WALL • j EXTFRl R WALL \ ffKAME OR CMU) \ \ NOTE: NOTCH FOR 2x6 SUB \ ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) r1DID Cr VIC 1" ntr_ 1AlAI I SUB BAND DETAIL �A 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 t "x4" NOTCH @ ENC 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 STEP #4 STEP #6 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 n" 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 WALL CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 'a ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK ROOF CEMENT @ ROOF =DGE OMITTED FOR ; LARITY ML a- WALL W/ KICK -OUT SCALE: N.T.S. r! O O o U 04 j L O r- O 00 APEX .� O U O N � M _j LL• 1 W O. J � Z � O true design studios j (A Y U 9000 REGENCY SQUARE BLVD. q` j o SUITE 100, JACKSONVILLE, FL 32211 c O 6 .- O LU 'CS H � N C C cr > 04HIPH090N, W �► r Q O W a U Z U 2 W O O O O LO ti O Z W � W I _ v, Z U) 00 N� 1..` w W W W Z Z G Q O o 0 O _I w o 10� LL w a. w O U X Q Z O O 0 LLIll a Z U — w Z a (' W O -- Q J U Z U PROJECT NO: W W Q ~ Z IX DRAWN: UI Q CHKD Q TSD LL O m o O u7 W (n W O J W U Z U F- U � LL. W Q Z REVISIONS: O No. Description Date 0 O W Z = W U = W ~ _ U) Q � A500 Z 0 0 !_ O O O U N O 4 A,PEX 0 U O O i X 04 N M U W J J Z> t .fl O true design studios U) Y U 9000 REGENCY SQUARE BLVD. O SUITE 100, JACKSONVILLE, FL 32211 c O � O LU z3 0 U 011HOMN' _j a) \ 1 i �— ELECTRIC METER m L ELECTRIC METER FIELD VERIFY LOCATION W • / FIELD VERIFY r cc APPLY STUCCO SCRATCH COAT AND ONE (1) Dy PRE -FORMED CONTROL \ 5/8" CEMENT PLASTER LOCATION �- LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC JOINT W/ STRIP LATH r Cy 12" WIDE SELF-ADHESIVE _-- METER U) r r� FLASHING CENTERED UNDER • > CONTROL JOINT (CLEAN - CAVITY TO BE FILLED U MASONRY BEFORE APPLYING) I WITH RIGID POLYMERIC W - / FOAM ("GREAT STUFF" OR LLUU \ - SIMILAR) • V / ? �� APPLY A SILICON BASE O - SEALANT AT POINT THAT STUCCO FINISH sT _. , -- - - ELEC WIRE PENETRATES 5/8" CEMENT PLASTER / ti / 6" SELF ADHESIVE ` 12" WIDE SELF-ADHESIVE OVER TOP & SIDES tl') FLASHING CENTERED UNDER / \ CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) / SELF FLASHING Z � - UNIT ,.I•I .'{ � � - I - --- _ . _ __---_1�-- - -- - PROVIDE STUCCO �/� ((!� . PRE -FORMED CONTROL - -- - - V J } , JOINT W/ STRIP LATH _ - — _ SCRATCH COAT LARGER W THAN THE ELECTRIC Z W d ^0 / PREMANUF. METER CAN OR METER - \ DRYER VENT CAP - - -- '- CAN COMBO OR METER \ ,', J (SET IN T) AREA TO RECEIVE CAN AND DISCONNECT 100 8" CMU 1., SEALANT) STUCCO SCRATCH COAT ' ' I SEALANT at W & 1 COAT OF PAINT W/ W TOP & SIDES BACK -ROLL PRIOR TO Z ELECTRIC METER INSTALLATION Z C W 0 Q CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRICAL CONDUIT PENETRATION o SCALE. N.T.S. _ w SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. nw/ O LL � Q WOOD CONST BEYOND !` W .; FIBERCEMENT -OR- VINYL LAP 0 SIDING OVER APPROVED WOOD SHEATHING WEATHER RESISTIVE HOUSEWRAP INSTALLED PER 6" SELF -ADHERING " FINISH COATING OVER PRIMED U''� MFR WRITTEN SPECIFICATIONS X FLASHING BARRIER #1 :1, 0 c THREE COAT STUCCO FINISH WEATHER RESISTIVE ('r," NOM) OVER GALV MTL LATH -EXTEND HOUSEWRAP Q WEATHER RESISTIVE WD SHEATHING OVER NAILING FLANGE BARRIER #1 BARRIER #2 f OVER 15# FELT OVER APPROVED Z o \ (RE: STRUCT) {>f.' VINYL ANGLED \ HOUSEWRAP WD SHEATHING O CASING BEAD WEATHER RESISTIVE Q \ �, (AM66-ANGLED-1250) ---FASTEN TO WD STRUCTURAL ILL.(RE: STRUCT) (V r _j w BARRIER #2 v �� 5/16" X 7 1/4" LAP \ SIDING W/ 6 REVEAL=' MEMBER at 7" O.C. MAX Z � MTL DRIP FLASHING W/ Q 2 1/2" ` 4'I STARTER STRIP 38" TO a8" MID -WALL _ HEMMED EDGE SET IN CONT CORNER BEAD DO NOT CAULK OR #, WEEP SCREED I' BEAD OF SEALANT (� 8" CMU FASTENER & 6"SELP-ADHERING I SEAL OPENING TRIM (RE: ELEVATION) Z a °z o— — jSPACING at 7' O.C.) FLASHING .:. , • - N g Q I� • .1 EXTEND 12" SELF -ADHERING - - - -- -- -- W _ .. T-a . FLASHING D METAL ,.Z., N j ', MEMBRANE FLASHING OVER J } F a ! GALV D METAL -I j WINDOW FLANGE SET IN CONT Q w w '�' N Z" FLASHING }f' 6LASWIDE H FLASHING, CLEANSELF MASONRY ADHESIVE -� �.- + BEAD OF SEALANT O W w� Q > _ - DO NOT CAULK OR --- - - i BEFORE APPLYING - - VINYL FLANGE CASING BEAD = PROJECT NO: L 1 1/4' X 6" SIMULATED - SEAL OPENING -,: l� ti = INSTALLED PER MFR W > - WOOD TRIM MEMBER - -- - \ - / 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) F- CMU STUCCO ';'+ TEXTURED PER COMMUNITY Q 1 1/4" X 6" SIMULATED . ,,:: 1/2" (MIN) STUCCO FINISH --- Z ' � CASING BEAD �°;; SPECIFCATIONS ; X DRAWN: U1 TEXTURED PER COMMUNITY W ----- VINYL CASING WOOD TRIM MEMBER �` SPECIFCATIONS w DVO (n BEAD (AM66 1250) 1/2" (MIN) STUCCO FINISH r _ _ Q 1/2" (MIN) TEXTURED - SPECIFCATIONS TEXTEDPER COMMUNITY SEAL GAP W/ CAULKING Q CHKD: TSD W FINISH at MASONRY OR APPROVED SEALANT / - STUCCO + W STUCCO CASING BEAD !/ ST U C C U SIDING o m 0 RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) w U) SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. W SCALE: N.T.S. O Q W U m Q r� Z 0 (q Z w. xx CMU WALL W/ SELF ADHESIVE -OR- FLUID 1/2" MIN STUCCO 0 f ) APPLIED PAN FLASHING (CLEAN H 4 "STUCCO FINISH , --- CMU LINTEL CMU WALL W/ 8 1/2" MIN STUCCO FINISH FINISH TEXTURED ( ) i S U M BEFORE APPLYING) i U MASONRY BE O LING) (RE: STRUCTURAL) PER COMMUNITY _ .- (RE: STRUCTURAL) r EXTEND UP AT JAMBS (4" MIN (RE. STRUCTURAL) SPECIFCATIONS GYP BRD OVER GYP BRD OVER ) k�" GYP BRD OVER i�" GYP BRD OVER ,. PRE -SHAPED STUCCO BAND„ PRE -SHAPED STUCCO BAND 1x2 TREATED 1x2 TREATED I Q 1x2 TREATED W/ SLID TOP INSTALLED PER 1x2 TREATED _ _ W/ INSTALLED PER MFR - Z WRITTEN SPECS (RE: ELEV) FURRING STRIPS - FURRING STRIPS "''_ (_n FURRING STRIPS MFR WRITTEN SPECS (RE: FURRING STRIPS - -_ FLANGE CASING at CMU WALL (TYP) ELEV) at CMU WALL (TYP) PRECAST CONCRETE SILL at CMU WALL (TYP) -- = 00 SEA O P BEAD at CMU WALL (TYP) OF O SEALANT NTINUOUS BEAD REVISIONS: SELF ADHESIVE -OR- FLUID SELF ADHESIVE -OR- FLUID PT 1 x4 — APPLIED FLASHING (CLEAN MASONRY BEFORE APPLY NG VINYL FLANGE CASING BEAD PT 1x4 F ADHESIVE P OR- pT 2x4 FRAME BEAD WOOD BLOCKIN APPLIED BACKER ROD W/ SEALANT SELF SELF ADHESIVE -OR- O MASONRY BEFORE APPLYING) ) FLUID APPLIED FLUID APPLIED N - - - - _ o. Description Date PT 1x WOOD BUCK "PT 1x WOOD BUCK 1�" GYP BRD OVER INSTALLED PER MFR PT 2x4 FRAME ANCHOR FLASHING (CLEAN ANCHOR FLASHING (CLEAN O W - VINYL FLANGE CASING BEAD VINYL FLANGE CASING BEAD 1x2 TREATED WRITTEN SPECS (TYP) SHIM AS NEEDED MASONRY BEFORE MASONRY BEFORE Z W SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED j qpp�Y = I WRITTEN SPECS (TYP) FURRING STRIPS ITA IN METALI DOOR FRAME WRITTEN SPECS (TYP) at CMU WALL (TYP) CMU STEMWALL W/ METAL D�OR FRAME 48' STUCCO FINISH V W w 48" BACKER ROD W/ SEALANT �8' BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR H - 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 a F_ O SCALE: N.T.S. SCALE: 1 � " = 1'-0" SCALE: 1 ti " = 1'-0" SCALE: 1 y " = 1'-0" SCALE: 1 Y " = 1'-0" SCALE: 1 � " = 1'-0" Z A501 2 2 2 2 2 O 0 ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH C M DOOR BELL CHIME 4-WAY SWITCH GARAGE DOOR BUTTON DIMMER SWITCH GARAGE DOOR OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET G I DUPLEX OUTLET OUTLET CLGCEILING DUPLEX OUTLET (b FLOOR OUTLET ARAFCI SMOKE DETECTOR JUNCTION BOX OS 8 JB © CARBON MONOXIDE © CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET PANEL SERVICE PANEL PH TELEPHONE OUTLET SERVICE METER GARBAGE DISPOSAL m WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE — STRIP LIGHT 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 *HANGING HANGING LIGHT FLUSH MOUNT LIGHT ---- HANGING PENDANT MINIATURE PUCK PNDT I LIGHT MINI LIGHT LED FLUSH MOUNT � RECESSED EYEBALL DISC. LIGHT LIGHT FLUORESCENT LIGHT �F FLUORESCENT LIGHT RECTANGULAR ROUND PRE -WIRE FOR CEILING FAN CLG FAN ROUGH -IN .0 PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN �\ LIGHT ROUGH -IN 1 s t IEV EL EIEC UUC A L PIA. N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" O � U 0 o U) APEX U v L1J 5< � z Q m Lli W Q. z U � Lij tdb p �S O -1 9000 REGENCY SQUARE BLVD. (D SUITE 100, JACKSONVILLE, FL 32211 G904.821.5200 O', Q � O a- , ai O 0496HOMON U n O zz of LL Q Z U z_ N O J O U W x W Q U) x O Lu-� � W m n � z w LLJ z 0 U) 0 Q 0 : O m > z p w J w ° M Lu w U � � I..tJ LL Q x O O z J O O n z LJ U z Abbott Park 0Y x a_ i1J - U- a- LOT 002-02-A W � J U U) I-) w PROJECT NO I- 2020.001719 z O DRAWN: SLC w - n CHKD: LL JAC O CD L0 U) Lu Q U U) CD z_ Q n U) 02-26-2020 (D z_ REVISIONS: < No. Description Date n Lu U) W S W Q CO O El 00 z O n DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS O a N Building Code Florida Building and Residential Codes , 6`h Edition (2017) Code for Design Loads ANSI/ASCE 7 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 (PER FRC) ATTICS WITHOUT STORAGE .......................10 PSF • (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF WIND LOADING ................................................. Cd 1.60 ASCE 7-10, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY.................................0 BUILDING CATEGORY.....................................II 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 1XV 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 (psfl 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) N % 4.0 F 1 ST FIA O R (NP) IT -END ZONE DESIGNATION NOTES 3A p O STUCCO AND DIRECTLY MIN 'S%32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (716" 24/16 O� _ ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE Lu ^ F_ �¢ N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. Lu w W H v -j z ALL OTHER VENEER MIN %6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL _1 a. (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) x 0 TILE ROOF MIN'%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION wz (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O C. AT PANEL EDGES AND = w 8" O.C. IN THE FIELD U ¢ O O w z SHINGLE AND METAL ROOF MIN'/,6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 Tz ` (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" 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. 3 , IN OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR T PP RT W/ M O S O SUPPORTS S 8d 8 PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN %2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /e' COOLER NAIL OR NO.6 x 174" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5, FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 15/2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE %6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 15/32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 16/32" 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. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. TABLE 4: NAIL SIZE LEGEND NOTES 1. 2. 3.4 DIAMETER LENGTH 8d COMMON 0.131" 2-'/2' 8d RINGSHANK 0.113" 2-%" 1Od x 1-1/2" 0.148" 1-Y2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-1/4" 16d SINKER 0.148" 3-'/.," 16d COMMON 0.162" 3-Y2" 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 O APPLICATION BEFORE APPLI F PROTECTIVE COATING. O C 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. TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER 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'/2' 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 APPROVED CHEMICAL SOIL TREATMENT 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'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 OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA 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. 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 3. 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. 4. 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. 5. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2, 3, 4 - USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON SIMPSON FASTENERS USP USP FASTENERS (8)%X 1 %" SDS SCREWS (8)%" x 1'/2" WS15-GC DTT2Z IN STUD'/2" 0 X 4'/z' 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'/z"IN (18)0.162"x2'/z"IN HTT4 STUD/BEAM/TRUSS `fig" HTT45 STUD/BEAM/TRUSS " MTS12 + (7) 10d x 1 /z" MTW12 + (7) 10d x 1 /2" (NOTE 2) 0 x 6" EMBED ANCHOR 4 a 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 1/2" IN (26) 0.162" x 2 '/2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) §8' 0 x 6" EMBED ANCHOR 48" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE 20 /. x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 8" 0 x 12" EMBED MSTA36 (13) 1Od COMMON MSTA36 (13) 10d COMMON 7/8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 '/2' IN TRUSS (7) 10d x 1 '/2' IN TRUSS (7) 10d COMMON IN (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 'W TITEN (5) 'W x 2 %:' TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 '/2' IN TRUSS (9) 10d x 1 '/2" IN TRUSS (11) 1 Od x 1 /2 IN (11) 10d x 1 /z IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL 01) 10d x 1 ''/2" IN (11) 10d x 1 '/2" IN STUD STUD 12 1 x1 IN Od /2 ,„ 8 1 x1 z IN Od / ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) §8" 0 x 7" EMBED EPDXY fie, 0 x 7" EMBED EPDXY (12) 10d x 1 Y2" IN (4)'W x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/z" IN (5) 8d x 1 Yz" IN ABU66 48" 0 x 7' EMBED EPDXY PAU66 §6" 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 Yz" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 1Od x 1'/z" IN (5) 10d x 1 Y2" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RTBA TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 1Od x 1'/2" IN TOP PLATE (5) 10d x 11/2' IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 1 Od COMMON TO HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) W x 2 W TITEN LUGT2 (5)'0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY 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 1Od COMMON IN BEAM LGT3 IN WALL FRAMING (12) SDS W x 2 Yz" LUGT3 FRAMING (12) WS25 'W x 2 12" + + (4) " x 1 /z" SDS SCREW 4 '/:' x 1 Yz" WS15 SCREWS () IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGAIOKT (4)%" x 3" SDS SCREWS HGA10 (4) % x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS'/:' x 1 W SCREWS (4)'W x 1'/2" WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER ''Y." HGAM10KT IN TRUSS/ RAFTER (4) /s 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 2017-2018 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 W 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF '/:' 0 x 1 %" TITENS ILO 16d. u_ 01110 MrailL• 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. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. LEGEND 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 L.SL ENGINEERED LUMBER, 1 3/" WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/." BEAM) LVL 2 0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2" WIDE, LINO SYS 42 PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS -_ OUTLINED ON TYPICAL WALL SECTIONS, I GT UNS 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 WA MATCH FRAMING I C LL RAM NG SIZE AND GRADE UNO. 2 2 STUDS w 0 2 ANCHOR 1 1 _MSTA24 1 DTT2Z 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 S TRAPS 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 I.EVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS!HEADER/BF..AM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP NON -BEARING HEADER FRAMING KEYNOTE FNO HDR # -- NUMBER OF KING STUDS EACH SIDE OF OPENING - HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 +1/ 2-- - NUMBER OF KING STUDS EACH SIDE OF OPENING - NUMBER OF .JACK STUDS EACH SIDE OF OPENING --- DEPTH OF LOAD -BEARING #2 SYP HEADER --- NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE (2) 9 %" LSL- 1 / 2 4 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 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. J. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 6. LINO 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 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: • SDWC15600 @ MAX 32" O.0 AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 1Od x 1-'/" @ 16" 0 C. OR • DSP w/ (14) 10d x 1-'/2" @ 16" O-C. OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-Y2" (OR EQUAL APPROVED BY EOR), 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. FRAMING NOTES 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 A HOLE_ AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MIDST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE -f0 BE DESIGNED AND DETAILED BY OTHER. 3 ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN TABLE 2304.9.1. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR 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. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, ONO. 9 EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD I - IT LA O z W z m W W z z w 0 O J LL O H O a 0 0 R 0 LL Q z O J z 2 W X W a Q m 0 z O w Q 0 H LL W 0 O J O z 2 U w I- X W a Q APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 I! I'rl'11' w O W W Fm coM �'�/ LL cf) Z O w w � < O a W Jw M w W Q Q LLw t` x O 0 w H Abbott Park z w CL LOT 002-02-A w U W 0 w PROJECT NO f - 2020.001719 z --- 0 DRAWN: SLC W CHKD EAF p 0 O LO IN, LN' (ram w%�••��J o 85166 tAE 0z S T�E OF o 1111 cA 02-26-2020 O _z REVISIONS: No. Description Date w m w -- w ----_ U ST- O z m1 O 0 C'.MII/MFTAI r.ONNF('.TOP FNIMNFFRINI, 1 19 1 1 1 1_. VERIFY AC COND LOCATION W/ SITE PLAN 15_3 1/2" 2 19 DFU 2-WAY GCO FLUSH ON GRADE 49'-4" --- 5'-0- - - - -- - 5 SIM 9" CURB T-2.D r� \ 2" 0 VENT � I 70'-0" 20'-8" 100, 29'-0 1/2"_ VERIFY AC COND LOCATION W/ SITE PLAN I ■ ■ I jj ■ ■ . ■ ■ . .= - - - -I- - - - - - - - - - - - I I C?I I I I I T-2.D 5 I T-2.D ■ I L4-- - -,-- 01 _15-2" ! 5'-3 1 /2" _ -8 1 /2 _ - _ - - _ -- -- -- _ _ _ - 27'-2 1 /2" _ - - -------------,k---- - r---- - - - - -- �! I 4 4 T-2.D I 1 oo . 011 Zo -aai - - - - - 19'-2" - - - 1- - _T-0" co " 7A I; L - - - - - - - UNDER DOOR °p ■ ■ i I it 1 I _ — -- 4 15 i t I T-2.D T-2.D I I �p I -- ------ - - - - -- - ■ J - �I O - I Op I 1 wg ---- I- I I w O- - - - - - - 1 1T-10 - - - - - - - -- ,�- - - - - - - - 16--7- - - - - - - - - -- - 2'-7 1/2" 2'-10" 6 1/ " T-2.D �I NI 0" vl �I o OPT. I AJ — r _ 6 I OPT. I � I `�0,.4)�., T-2.D — 1 I EA 4 I 0 T-2.D T-2.D ■-- - - - - ---------1---------------------- -� ] - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ NJ - - - - ■ ■ I 1 -4„ 4'-8" 01 5-4" 1'4" 01 10 6-0 -- - - - 51'-0" _ - - 6-8" 70'-0" FO UNDA 110 N PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" 6'-4" S-1 2020 V1.0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf. AND SHALL_ BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT FOR 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-2D FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -' 8"x8" DEEP THICKENED — 1 12" DEEP FTG UNDER BOX I_ A _! EDGE w/ (1) #4 CONT _ _ COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN C 16"SQx12" DEEP FTG D � 24"SQx20" DEEP FTG , w/ (3) #4 EW j E 30"SQx20" DEEP FTG F 36"SQx20" DEEP FTG ___ wl (4) #4 EW w/ (4) #4 EW O 48"SQx24" DEEP FTG H #5 VERTICAL DOWEL TYP w/ (5) #4 EW, T&B ! AS SHOWN, SEE MASONRY NOTES ON STA I 1 1/2" SLAB EXTENSION AT FULL ROUGH OPENING WIDTH a� Nt U LO cr 0 O APEX -C � U W z U) CU W 7% W z_ 4- d a t S W Q true design studios lL' O -1 9000 REGENCY SQUARE BLVD. N ILL SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p H � w � O O 0,1HOMN' w U � 0 fr & 40 Q U z_ } U O J O z U W f- a- wW ^ Q V) x 0 M w � W m 0 z w w O to 0 Q 2E O m > o z w Q J w O M w mow/ ~ � W ILL �- Q f` U) X 0 O z0 O 0 z U z Uj Abbott Park a - - — - - U_ IL Q LOT 002-02-A w — -- —� LU U Cn PROJECT NO 2020.001719 z DRAWN. SLC w 0 CHKD — - EAF p 0 0 u7 `ttt►ttitill,, (/) �.�` -SIN LqN '�.. 0 51 U) * ; U) :xz z (A 02-26-2020 O z_ REVISIONS: < No. Description Date 0 -- w cn --- W w Q - U U) H O ST=2 z O 0 CMUNFTAL CONNFCTOR FNGINFFRING In CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° ° 4 n /, VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH ��- b.- -- - - - -- (MAX 20" DEEP) 4" EXT�E��NSSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL BEARING CURB STEP SECTION 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. Y v) w o' CO J w � O VAPOR BARRIER / i UJ o #4 OR #5 VERT REINFORCING //\\//��/ ` UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C.\\//� / /\/ j �/ - \j/ FOOTING TO BEAR ON FIRM //� / ADDITIONAL #4 OR#5 IN 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. U-0" A.F.F. (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. j 4 TO 5 COURSES: 48" O.C. - - I FOOTING TO BEAR ON FIRM --/ - - ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE VERT REINFORCEMENT TO - 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS - 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 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. U-BLOCK W/ J (1)#4OR#5 Q CONT LU w w � FINISH _ O GRADE (1) #4 OR #5 CONT. 36" MAX "VARIES PER ARCH PLANS 12" MIN MINIMUM 24" a CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH (1) #4 OR #5 90" BEND @ 48" O.C. VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ ADDITIONAL NO.4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE - - - - 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "I" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER X-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W16x6 W1.4 x W1 4 WWF OR FIBERMESH //; VAPOR BARRIER / FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS J 1 MONOLITHIC FOOTING SECTION - CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH - - - - - - - 4 :X / VAPOR BARRIER 16" ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. 0 8"x8" THICKENED 8" I FTG AT STEP-DOWN, SEE PLAN �4 - SEE ARCH _ DETAILS 8" MIN VAPOR BARRIER CURB STEP SECTION 8" UNDER MASONRY WALL f- - -i CONCRETE SLAB W/ 6" UNDER WOOD WALL - 6x6 W1.4 x W1.4 WWF OR FIBERMESH r ° VARIES t SEE ARCH I— - -- n-•- —-----r-•----- -- --'—�a (MAX 16") � 12" MIN % \,/ VAPOR BARRIER 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w! 1 (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 -- BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 1 � '\,-GARAGE EXT WALL CURB SECTION__- /i CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0' _0" A.F.F. SEE ARCH -< --- — — — -- -- — (MAX 20" e DEEP) °-r----- -- 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL w/ (2) #4 OR (2) #5 CONT _ VAPOR BARRIER 16" UNDER 2 STORY WALL W/ (3) 44 OR (2) #5 CONT J i BEARING CURB STEP SECTION �I TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN i l li I MIN 24" LUNG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U 0 rn N L0 Q r` O ° APEX w m W y W z (D d t S W Q true design studios Q 0 -1 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 z co 0 904.821.5200 p Q cn 0 � 11HOMON' (1) U 0 # N �• 0 J LL U z O O z 2 U W X W � ♦♦ ^^ Q VJ O M W � W m p Z W W cl) 0 U) a - O W Q 0 2 z m > o 0 J W a M W NW a I— 0L p U LL W LL Q ti x O 0 Z W = U z Z I-- Abbott Park X CL a LOT 002-02-A w Q J Q U W PROJECT NO: i- 2020.001719 z DRAWN: S LC L�LI p CHKD. EAF LL O LA V) ♦�.� J IN• w LAN�� ENs ••9 CU 51 6 •• 0 Z • . ST E OF � ,0�• U) 02-26-2020 O Z_ REVISIONS: No. Description Date p W W J - -- --- V U) ST z =2 ■ D O p CMU/METAL CONNECTOR ENGINEERING • 16 zo O" 6'-8" — 4'-2" 6'-8" 6-8" 6'-8" 6'-8" T_ L-10 L-7 1'-4" 4'-8" 7'-0" 6'-8" 6'-8" 6'-8" 5'-4" 6'-8" 6'-0" 6'-0" 1'-4" 1 ST IWEL SZRUC UJRA L PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" zo A IT M 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-CRETF_ PRECAST LINTEL OR EQUAL. DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-0" O.C., U.N.O. • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. j • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE . SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS DOWEL LEGEND ------ --- ----- -- NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 36" LAP REQUIRED, TYP AS SHOWN v (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED jc) NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4, HIGH UPLIFT CONNECTION: *FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDVVC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 LINTEL SCHEDULE LINTEL ( LINTEL MAX CLEAR COMMENTS COUNT NO DESCRIPTION SPAN L-1 8F-1-32 16'- 0" 1 GARAGE DOOR L-2 8U8 3'_ 0" L-3 8U8 2 -011 L-4 8F-16 6' - 0" L-5 8F-16 8'- 0" 1 REAR SGD L-6 -- -- 8U8 -- -- 4 - 0 ___� L-7 8F-16 5' - 4" FRONT PORCH L-8 _ 8F-16 3' - 4" ; FRONT PORCH - --- - _ -..-- — - - - - L-9 8F-16 ' - " 130 ! REAR PORCH L-10 L 8F-16 4' - 8" REAR PORCH 1 1 1 1- 1 D U o > E L N O o APEX U) U w z_ q� rA � m x w w z z w Q true design studios � p !Y O 1 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 z0 904.821.5200 p H -0 > 0 OoRsHOMON' U J$WkA Zzz LL Q � U z } O _J O z U w i— x LU rr ^^ Q vJ Q � W m � 7 p Z W w O Cn O w Q O z m � p � J LL! 0 M w w Q F- w LL LL Q r` X O O z w = w U ~ z Abbott Park a x w — u- °- - LOT 002-02-A w Q U p w PROJECT NO: I�- 2020.001719 z DRAWN: SLC W p CHKD: LL EAF O 0 0 LO ��rrr�� U) •N•'�AIV, ���� w :.` �•.• ENS ••.• '�. Q • � U 0 66 U) * • •* �, '0 : ; cr z �' • ST TE OF •:�4/ • .• m 02-26-2020 O z REVISIONS: < No. Description Date w U) w w J Q -- L) H O ST=3 z O p CMU/METAL CONNECTOR ENGINEERING I ..................... !.. '. ff....................... ...-............ I I I +l.. iF-?--C , AL JAL J L L 1st IEV EL RHO O F FRA 1Vl IN G PLC N 1/4" = 1'-0" WHEN PRINTED ON 22"04" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES Uo � DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED >� .r•� BY BUILDER E . UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, " T 00 ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING LO TO THE TYPICAL WALL SECTION, SEE SHEET ST-5, REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR O O A PEX TRUSS LABELS &DIMENSIONS � OVERFRAMING NOTES O CD . ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX z . ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. . FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. m . EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT Of A\ CONNECTOR. . ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. W FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO Z RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. — O RAFTER SPAN SCHEDULE z W tds -Q O.C. LUMBER SIZE Q true design studios SPACING ------ - -- - - - - 0 2x6 j 2x8 2x10 2x12 Of L__ __ --- — - _ 19'-111, " ' 23'-9" 26'-0" O 12" 16-5"- _- - J 9000 REGENCY SQUARE BLVD. Q) 16" 13'4" 17'-3" 20'-7" 22'-0" SUITE 100, JACKSONVILLE, FL 32211 � 24" 10'-11" 14'-1" 16'-10' 19'-9" 0 904.821.5200 p 20 L.L./15 D.L. #2 SYP ` CEILING JOIST SPAN SCHEDULE < O.C. LUMBER SIZE O SPACING._ _ W 2x6 --� 2x8 l 2x10 j of 12" 12'-5" 19'-6" 26-8" 26-0" 01HOMON' 1 T-8" 23'4" 26'4" <♦ r _ _.— 0 24" 9'-101, 10 16-6" 20' 1" 23'-11" - w L.L./5 D.L. #2 SYP Q -- -- -- -- - --- -- --- - - J TRUSS FRAMING KEY NOTES >L .� NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Q 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. z a. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO C`) MATCH DIMENSION OF TRUSS MEMBER. O . ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS O BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. Z 3. LEDGER FRAMING NOTES U U • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS W AT EVERY SUPPORT WITH FASTENING SHOWN BELOW x (MAX 24" O.C. SPACING). OR w • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW Q • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED x O W LOCATIONS ON PLAN Q _ I . SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL z I 1 1 FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR V 1 LEDGERS ARE FOR INTERIOR USE ONLY. Z ' ROOF FRAMING LEDGER TO WOOD: 2x6........... ...................(4) 12d COMMON O G 2x8............................. ....(6) 12d COMMON Lli 2x10................................(8) 12d COMMON � 2x12.............................(10) 12d COMMON z / LEDGER TO CMU (W/ 3" TAPCON OR TITEN): U J W ``'' II PT 2x6...._(2) ROWS?/4" 0 @ 24" O.C. STAGGERED O 1 PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED M Q PT 2xl0..... (2) ROWS %" 0 @ 8" O.C. STAGGERED C] PT 2x12 ....(2) ROWS /'4" 0 @ 6" O.C. STAGGERED U � 1 L W u- 2i B3 FLOOR FRAMING LEDGER TO WOOD (W/ NAILS) Q z ST-6 2x6...................................(3) 16d COMMON C/) X 2x8...................................(5) 16d COMMON } _ 2x10................................(7) 16d COMMON O 2x12................... ............(9) 16d COMMON O O FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O PT 2x6...................................(3) ''Y." x 4-1/2" LONG #14 WOOD SCREWS Z W PT 2x8..................................(5) '/:' x 4 ''/:" LONG #14 WOOD SCREWS U Z_ PT 2X10......_- .... ... .............. (7)'/:' x 4-%" LONG #14 WOOD SCREWS W PT 2x12.................................(9)'/:' x 4-'/z" LONG #14 WOOD SCREWS F- Abbott Park Q1 I __ _ W 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE w LL BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q LOT 002-02-A w PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. - Q 5, IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF U LL THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT j PERMITTED AT THIS LOCATION W ..------ ---- ---------- -- — I�',_)JE, I No 2020.001719 z (D I WAVY N co S LC i� - -- - C) I,HKD EAF L`- O 0 0 u7 0'' C0 1N LA /v .., w G•NSF•.4 ��% Q r U N 51 6 U) U) _ O �• •Q: z ST E OF •:441 N A L E� 11111111111, C/) 02-26-2020 z_ REVISIONS: Q No. Description Date 1 —1 w U) - - w w I Q U C/) O z STm3Am O n ('A4111IFTAL. CONNF(-TOR FNGINFFRING 1 — 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 I%" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) TRUSS TO TOP PLATE MOISTURE BARRIER C W/ H2.5T OR RT7AT, BETWEEN MASONRY AND PROPERLY WIND LOAD RATED OR SDWC15600 NON -PT LUMBER BY OTHERS SOFFIT MATERIAL UNO ON PLAN I CONTINUOUS @ PERIMETER. VERT. REINFORCING T SEE TABLE 1: COMPONENT HAVE 10" STANDARD AND CLADDING DESIGN HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1. • EVERY OTHER STUD TO TOP PLATE (1) COURSE CMU BOND W/ SP2 OR SPT24 OR SDWC15600 BEAM W/ #5 CONTINUOUS MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 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. %" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR %" WEDGE BOLT W/ MIN 4Y2' 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 �a 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 25" 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) MOISTL BARRIE OTHER (1) COL CMU BI BEAM 1 CONTIf 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'%2" 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. 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) WALL SECTION AT ROOF ( RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS FOR MISLOCATIOl' FASTEN 2x6 NO. 2 S TO TRUSS W/ MIN (' FOR MISLOCATIO� INSTALL NEW MASI STRAP TO INSIDE F MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY CONT. a n (1) #4 OR #5 BAR AT CORNERS LO N WITH MIN. 25" LAP z_ #5 CONT. o 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 (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 I WINDOW r0 BLOCK LENGTH / WINDOW TO BLOCK LENGTH %4" OR 11/4' PER MANUF. 3" 5" 11/y 3 %4„ 3 746 5„ 115/ 6 33/4 , 3 3 „ 6„ 2 j4, 33/4" TITF_N OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS %" DIA. @ 30" O.C. STAGGERED • (2) ROWS 316" DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS L� DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED 1 x_ 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) r' O � U LO t~ O ° U) APEX U W z q> W m w w z (D tds W N Q true design studios (Y O J 9000 REGENCY SQUARE BLVD. N ILL SUITE 100, JACKSONVILLE, FL 32211 � z0 904.821.5200 p Q � tY 0) O CT a W O DRUMM (1) U Q� t � R O J ILL Q � U z 0 O J z U W X W Q W 0 M W � W m p Z W w (� O W 3: W 2 m > o z W -D J W M W ryWI Q F_ I..L ❑ U LL W U- g Q i�- W x o z J 0 O p z w U z LU Abbott Park Cif x a w w a LOT 002-02-A J Q Q U C0 ❑ W PROJECT NO: 2020.001719 z C� DRAWN: SLC w ❑ CHKD. EAF LL O O 0 LO � N'S, J . U • No 85 6 W 1 r r /y. r ^ r . '. ST TE OF �` • C3 4f0 N A' E`%�,. 02-26-2020 O z REVISIONS: No. Description Date p w w I— w J Q Cn H O ST=5 z O CMIUMFTAI_ CONNFCTOR FNGINFFRING BOND BEAM REINFORCEMENT J (SEE WALL SECTION) D O ' uJ FILL SOLID TO BOND BEAM U) w 0 0 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 - o 8U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 --� -�- BOND BEAM REINFORCEMENT J _ (SEE WALL SECTION) D w FILL SOLID TO BOND BEAM LUwi � ' - 10 LINTEL REINFORCEMENT 8 F -1 - # DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-1-# TYPICAL PRE -CAST LINTEL OPTIONS MOISTURE BARRIER BY OTHERS UPLIFT CONNECTION PE TYPICAL WALL SECTION TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2; SHEET ST-1 (PORCH CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) 8'-V ABOVE F.F.E. 2x6x121 CENTEF TOP OF 6'-1"ABOVE F.F.E. 4e' DIA. ANCHOI 4'-9" ABOVE F.F.E. - 2'-9" ABOVE OIL F.F.E. 2x4 PT TOP ILOF OPENING 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 4y" DIA. J-BOLT OR Y " DIAMETER SCREW ANCHOR w/ 5 '/i' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 2" SQ x 4,," 0'-9" ABOVE OILTHICK WASHER w/ EACH ANCHOR. F.F.E. (1 st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF -- --- -- -- _ CURB F.F.E. GARAGE DOOR JAMB DETAIL TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 N0.2 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 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 8d RINGSHANKS i PROVIDE PANEL --� EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHON\PL 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 (W/ HGAM10 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 12" 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 -Y2" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS, DIAGONAL BRACE APPLIED AT / APPROXIMATE 45' ANGLE TO NO LESS THAN (3) TRUSSES. II II II II �- CONTINUOUS LATERAL RESTRAINT / (CLR). QUANTITY AND LOCATION / DEFINED BY TRUSS SHOP DRAWING. APPLIED TO EITHER - - - IF LATERAL RESTRAINT MUST BE SIDE OF WEBS MADE OF MORE THAN ONE PIECE, DO SO WITH OVERLAPPING BRACES LIKE THIS (TYP -16„ MAX �„ MAX . j 6„ V_t6"MAX L6' MAX L67 TRUSSES NEEDING BRACING LATERAL BRACING - MULTIPLE TRUSSES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). 5. DESIGNED PER SCSI-B3, 2007. CONTINUOUS LATERAL RESTRAINT WEB MAX BRACE SUBSTITUTE 1------- -- WEB MEMBER E SPCIFIED ALTERNATE BRACING I SIZE CLR T OR L SCAB 2x4 - is 1 ROW 2x4 (1)2x4 - 2x4 I! 2 ROWS 2x6__ (2)2x4" T-BRACE FASTENED TO WEB W,! 10d AT 6" O.C. 2x6 11 1 ROW 2x4 (1)2x6 :1 2x6 2 ROWS 2.x6 (2)2x4" � j 2x8 1 ROW 2x6 - - (1)2x8 2x8 ;! 2 ROWS 12x6 i (2)2x6" L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SINGLE TRUSS BRACING 1 INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN `-- SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. WEB W/ 10d AT 6" O.C. "IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION MAX TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. TOP OF WALL VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM i I. II I I III,I I I i i ---= -- — ---- -- -- - - i PRECAST LINTEL SEE SEF PLAN--, I -' i -- I t-� PLAN �i I EXTEND REINFORCING TO - -� -- +-; END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS i SHOWN. I� MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO -- -- i --;�� f GARAGE DOOR OPENINGS. NO.5 VERT. BAR IN FILLED i CELL AT EACH END OF PIER NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED -I OTHERWISE ON DOWEL & LINTEL �) PLACEMENT PLAN. MIN 6" BEND I' AT BOTTOM. l i it I I I � CONCRETE FOUNDATION WORK TOP OF FINISH _ l__��_ _ . __ L .. PER PLAN FLOOR SLAB I I i I - -- - - - - - - - - - - - - � I I GARAGE SHEAR PIER t` N � I� > U O ° U) APEX U U W z_ m W W a z z tds W 6 Q trues design studios 0 11 O -j 9000 REGENCY SQUARE BLVD. N L- SUITE 100, JACKSONVILLE, FL 32211 � z0 904.821.5200 p F- CIO C O v d B#HOI90N' N U i♦fir/�/y� �� :3 O J U_ U -0 z N }- 0 0 z 2 LU I'— x W '' ^^ Q VJ 0 M LU W m o Z LU W O to a - O w Q O 2 z m > o aLlj W M w w Q � � 0 U LL W Q 07 x X >_ T_ O O z w = W ~ U z � Abbott Park ct a W---- -- --- ----- LL. a Q LOT 002-02-A LU — — Q PROJECT NO: �- 2020.001719 z DRAWN: SLC w 0 CHKD: EAF LL O 0 O LO ,t��►r��irrrrri (A `�� �• �� ENS ' •.'9 �i� Q U • 0 5 66 co • ` * •� * • to 0 z :� :• S TE OF 4/ o ni A 02-26-2020 O z REVISIONS: Q w No. Description Date 0 W -- - — W W d F- O ST z O rRAII/IIAPTAI f1N1AiF�'T�1R GAI�:INI�GRINI�: Y