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HomeMy WebLinkAbout8008 Wheat Stone Drt'? FRI IF DRAWING INDEX ARCHITECTURAL SHEET NO. I SHEET NAME A000 A110 ARCHITECTURAL GENERAL -NOTES 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS DETAILS DETAILS - IF APPLICABLE A501 A502 w STRUCTURAL ST-1 ST-2 ST-3 ST-3A - ST-5 ST-6 SHEET NAME STRUCTURAL SPECIFICATIONS FOUNDATION PLAN FOUNDATIO_N_DETAILS 1st LEVEL STRUCTURAL PLAN 1st LEVEL ROOF FRAMING PLAN TYPICAL WALL SECTIONS SECTIONS AND DETAILS DR HORTON A4DI3 DELRAY ELEVATION A Abbott Park, LOT 007mOlmA ELECTRICAL SHEET NO. I SHEET NAME E100 1st LEVEL ELECTRICAL PLAN BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL2017 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' I AREAS VOLUMES CONDITIONED AREA st Floor 18982 C!��V .1 1st Floor 2034 SF nd Gratotal 18982 CP7-Ty6F '47-C Aq 2034 SF — - PI-ivE 6h'yR`�.; UNCONDITIONED AREAMINEr� Garage 459 SF Entry 128 SF ALL WORK SHALL COMPLY WITH PR Lanai 218 SF CODES FLORIDA BUILDING CODE, PREVAILING 705 SF NATIONAL ELECTRIC CODE Grand total 2739 SIF AND THrz. CITY OF ZEPHYRHILLS o` U O O O N APEX U 0 N co W J tds 6 J true design studios a) z O U 9000 REGENCY SQUARE BLVD. a SUITE 100, JACKSONVILLE, FL 32211 cb o_ O 70 O :3 4- w c 016HOMON, 0 J m IVWKO LU a C1 U U z W 0 W w O O O O >= a z w U Q _ w w w z J Z w m LLJ O u� w QW z < O 3 > a W m w o 0 0 .� w 2 O w w x LL LL O z O z O a U W a w � Abbott Park Ja O U w LOT 007-01-A o a — w I— C) a z_ z C7 U) O PROJECT NO: W -j 2020.001717 O _ w z DRAWN:- - - - O v SLC o CHKD: - L1i JAC X W W CL a U X m z_ z O w a z z "yfl� 02/25/2020 Q F- W _U REVISIONS: U_ _ _ _ m a No. Description Date w (n _I } - - - - U 0 - - - O I- Z - z U C, w I— X W 0000 0_ a Footer-- ;ar (sized ording to foundation plan) 'I #4 awg CU bare w/ 10' stubbed 1 ° outside of slab at service location. Connect to footer steel ° w/ (2) ground clamps 5' apart 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 • 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 UFER GROUND DETAIL RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN N.T.S. NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD S SERVICE SAME A -- 150 = #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE Conduit. - A/C DISCONNECT METER MAIN -'-' DISC.#12 COPPER TO APPLIANCES AND GFI 1500OR -- 200 AMP 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 N.T.S. #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER. A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY • 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 j • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA I • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BILK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ' E ERAL NOTES ' ROOF NOTES EXTERIOR ELEVATION GENERAL NOTES G N • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • FRONT ELEVATIONS BANDING, MOLDING, • ALL CONSTRUCTION SHALL MEET THE LATEST COLUMNS AND TRIM SHALL RECEIVE A SAND EDITION OF CODES ADOPTED BY THE LOCAL • ALL OVERHANG DIMENSIONS ARE TO EDGE OF FINISH. SEE ELEVATION FOR DEPTH OR RAISED GOVERNING AGENCIES RAFTER. REFERENCE WALL SECTIONS/DETAILS BANDING FOR ALL OVERHANGS NOT DIMENSIONED. • PER FBC R302.5 NO OPENINGS FROM A PRIVATE • SIDE AND REAR ELEVATIONS BANDING AROUND GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING • ALL UNDERLAYMENT MUST BE INSTALLED IN WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, COMPLIANCE WITH FBC R501.1.1 SPECIFICATIONS OR CONSULT THE INSULATED STEEL OR 20 MIN. FIRE RATED DOORS CONSTRUCTION MANAGER. ALL BANDING SHALL NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT RECEIVE A SAND FINISH WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE OUT IN ROOF SHEATHING PER MFR WRITTEN GARAGE OR PENETRATING THE WALL OR CEILING INSTRUCTIONS . ROOF COVERING SEE COMMUNITY SEPARATING THE GARAGE AND DWELLING SHALL BE SPECIFICATIONS OR CONSULT THE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO • FLASHING SHALL BE INSTALLED AT WALL AND OPENINGS INTO THE GARAGE ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN . PER FBC TABLE R-302.6 GARAGE SHALL BE ROOF SLOPE OR DIRECTION, AND AROUND ROOF SEPARATED FROM RESIDENCE AND ITS ATTIC W/ OPENINGS MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE • WINDOW PAN FLASHING SHALL BE IN S WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE ACCORDANCE WITH FBC R703.8 SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A • WALL HEIGHTS VERIFY ALL BEARING WALL FLOOR -CEILING ASSEMBLY. ANY STRUCTURE HEIGHTS WITH FINAL TRUSS LAYOUTS SUPPORTING THE ASSEMBLY SHALL BE PROTECTED - -- W/ MIN 1/2" GYP BOARD - • LATH PER FBC R703.7.1, LATH AND LATH ROOF VENT CALCULATION ATTACHMENTS SHALL BE OF . PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION CORROSION -RESISTANT MATERIALS. EXPANDED WHERE THERE IS USEABLE SPACE BOTH ABOVE METAL OR WOVEN WIRE LATH SHALL BE FORMULA: ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE AND BELOW THE CONCEALED SPACE OF A NAILS HAVING A 7/16 INCH (11.1 MM) HEAD, OR FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, INSTALLED SO THAT THE AREA OF THE CONCEALED OF CEILING SPACED NOT MORE THAN 6 INCHES (152 MM), OR SPACE DOES NOT EXCEED 1,000 SQUARE FEET. "144 SO, IN. = 1 SQ. FT. AS OTHERWISE APPROVED DRAFT STOPPING SHALL DIVIDE THE CONCEALED BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) SPACE INTO APPROXIMATELY EQUAL AREAS AND BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED • PLASTER PER R703.7.2, PLASTERING WITH INSTALLED PER FBC R302.12 & R302.12.1 SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% PORTLAND CEMENT PLASTER SHALL BE NOT LESS AT LOW. THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED PER FBC SECTION R806.2: 40%MIN, BUT NOT MORE THAN TWO COATS WHERE APPLIED OVER FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THAN 50% OF VENTILATION MUST BE PROVIDED BY MASONRY, CONCRETE, PRESSURE -PRESERVATIVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW I TREATED WOOD OR DECAY -RESISTANT WOOD AS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 THE RIDGE OR HIGHEST POINT OF THE SPACE SPECIFIED IN SECTION R317 1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS OPEN SIDES OF STAIRS WITH A TOTAL RISE OF COMPLETELY COVERED BY VENEER OR OTHER MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) FACING MATERIAL OR IS COMPLETELY SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT CONCEALED, PLASTER APPLICATION NEED BE MEASURED VERTICALLY FROM THE NOSING OF THE (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) ONLY TWO COATS, PROVIDED THE TOTAL TREADS PER LINEAL FT THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN . PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR SIDES OF STAIRWAYS, RAISED FLOOR AREAS, W/ 9.19 SQ IN (NFVA) PER LINEAL FT PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE BALCONIES AND PORCHES SHALL HAVE CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL !i PROPORTION OF AGGREGATE TO CEMENTITIOUS INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES NOT INCLUDE NON -VENTED FIRE RATED SOFFIT MATERIALS SHALL BE AS SET FORTH IN TABLE WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" LOCATED LESS THAN V FROM PROPERTY LINE R702.1(3) OR MORE IN DIAMETER • WEEP SCREED PER R703.7.2 1 A MINIMUM PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES 0.019-INCH (0.5 MM) (NO 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR OR FENCES CONTAINING OR FACING HOT TUBS, PLASTIC WEEP SCREED, WITH A MINIMUM ! SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR (89 MM) SHALL BE PROVIDED AT OR BELOW THE SWIMMING POOLS WHERE THE BOTTOM EXPOSED FOUNDATION PLATE LINE ON EXTERIOR STUD EDGE OF THE GLAZING IS LESS THAN 60 INCHES WALLS IN ACCORDANCE WITH ASTM C925 THE MEASURED VERTICALLY ABOVE ANY STANDING OR WEEP SCREED SHALL BE PLACED NOT LESS THAN WALKING SURFACE, SHALL BE CONSIDERED A 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A HAZARDOUS LOCATION. G.C. TO VERIFY IF - - - - TYPE THAT WILL ALLOW TRAPPED WATER TO HOMEOWNER SELECTS ANY OF THESE ITEMS DRAIN TO THE EXTERIOR OF THE BUILDING. THE LISTED. IF ANY OF THESE ITEMS LISTED IS WEATHER -RESISTANT BARRIER SHALL LAP THE INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL TO BE TEMPERED COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • PER FBC R312.2, PROVIDE WINDOW FALL • WATER -RESISTIVE BARRIERS PER R703.7.3, PROTECTION IN ACCORDANCE WITH R312.2.1 AND WATER -RESISTIVE BARRIERS SHALL BE INSTALLED R312.2.2 AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL . GAS OPT. PER COMMUNITY. VERIFY WITH BLDR INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. • C J. = RECOMMENDED MASONRY CONTROL JOINT THE INDIVIDUAL LAYERS SHALL BE INSTALLED s LOCATION INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND . ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW ANY FLASHING (INSTALLED IN ACCORDANCE WITH AND DOOR FLASHING, TAPING AND SEALANTS TO BE SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED INSTALLED PER BUILDER PROVIDED I BETWEEN THE LAYERS 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 0 U 0 Cy O O APEX 00 CD w N co ZZ 6 LLL -C W tds J 6 J N true design studios O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 CA O_ O O W O H CD 0#1H0ff0N* 00 w Q 0 d� Z W W lif 0 O >= t` O U) Z 1i1 (D 9 < W Z J Z W U) Uj O_ w W 13 W Z_ 0 > Q 4 Z m w W w 2 W LU 0 X LL. Lr . :- Z Q O Z O w O 1- D_ Z O a U ILL Q W Abbott Park Q 0 L'- LOT 007-01-A o Q w - -- I- U Z Z O OPROJECT NO: WQ JO 2020.001717 w Z -- - - O DRAWN: U c SLC w CHKD: LID JAC w w 11 J Q U W m Z 0 Z 0 O w U) 2 (D Q Z Z U) p 02/25/2020 0 w U REVISIONS: w - - M Q No. Description Date W U J O I- O Z Z O 2 � W X W AOOO a- ih N CV LAJ W= Cp ------ (A o N ' Ln M N CV Eo • ERIFY AC COND LOCATION W SITE PLAN 1'-4" 91-4„ M 180' OUTDOOR LIVING 9'-4" CLG 17'-8" 2'-8" T-6" 2020 FX HB 2020 FX 8' - 0" H.H. + 8' - 0" H.H 1st LEVEL FLOOR PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 31'-10" 2020 FX n' At. I I 70'-0" 21'-2" ----- 25'-2" _;�. - 25'-2" 3052 SH TEMP EGRESS S' - 0" H.H. 59'-10" 5'-8" 5'-10 1 /2" 3010 FX TEMP 8' - 0" H.H. I I I I I 5'-3 1 /2" 70'-0" 11'-4" 1 1'_7" 7'-A 1 /9" .ri'-1 1 /9" 10" 9'-4" 3052 SH TEMP EGRESS 8' - 0" H.H. I I I I I 11'-4" 2'-8" VERIFY AC COND LOCATION W/ SITE PLAN 26'-10" - — 1 V-8 2 V-6" HB o> M 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 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP j 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 I (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER E O U O O O APEX M N , m N N co U_ W tds J true design studios N z O U 9000 REGENCY SQUARE BLVD. c Q SUITE 100, JACKSONVILLE, FL 32211 O O � O .ram.. W oln"H090N, J;#%�j� « W ` 0 C� (A BE- z W W O O O O i` LO Iq >= O C!� z W U) Q cn w z —■ Z W LLJ O U)� w p � W O z > o LU W o o J W 0 W W ti O �y � L.L X z QO z O a. z o a U � 0 W Abbott Park Q 0 w LOT 007-01-A o Q z z 0 0 PROJECT NO: LLl OJ 2020.001717 w Z O DRAWN: _ v SLC o CHKD: LO JAC X w w Q U Q � m z w z O � W Q z z U) O 02/25/2020 0 F- W U REVISIONS: LU U_ - - -- H Q No. Description Date w � J O t'- O z z O 2 0 W H X w Al 10 Q ELEVATION KEY NOTES LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"04" x (_1 DECO DRAIN TILES A2 - 1 1/2" = 1'-0" WHEN PRINTED ON 22"x34" • _ ROOF VENTILATION _ VENT VENT PROP TPROP Area HIGH LOW # RATIO HIGH LINEAL FT LOW 2738 SF 657 in - 657 in2 5 115 575 160 11470.4 1 '-0" (TYP) 4?/ RIDGE 5:12 ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12 5 1st LEVEL BRG _ - _ - ��_ 1st LEVEL B(�RG 1 ., I - 77 F 1st LEVEL FFE 1st LEVEL FE RIGHT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"04" 12 5l 1st LEVEL BRG _ EE1:. 1st LEVEL FIFE REAR_ ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ,__-1st LEVEL BRG - (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE WISTUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 12" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222- CEMENT PLASTER FINISH -OVER WOOD FRAMED WALLS SHALL BE 718" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS- LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTES 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 - Zx TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1 " PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. 262 - 1 "A TRIM - SI ZE 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. c OF LIGHT TO BE 6-0" A- F.F. U.N.O. BUIL_DIN_G_HEIGHTAAff)__ HEIGHT (ABVGRADE) ------------- -------- _________ ___________ _______________-_______ - - BUILDIN .HEIGHT(AFF),,j,, 18' - 7 7/8" 17' - 11 7/8" 1 A200 12 12661 5 , 200 -;221 - 1st LEVEL BRG -- - - 1st LEVEL BRG 2631 1 L L - 1 (+1 2 OVER 40" �� PROJ) SLP TOP 1st LEVEL FIFE FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 3068 w/ 3010— TRANSOM ABV 1st LEVEL FFE O U 0 cr O 0 APEX� U N rn N NN M L J J N tds true design studios z O V U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn O_ O � O cn W 0 ~ cn 04HOHOMON, a J$WkAi .Lco U Z W 0 W !Y O O O O >= t` ti Z U) U) W W J z w In LLJ O c) W QW Z_ Q O z > 0 Q LU o 0 0 J w O �' Lu w Z Q `— LL O z H p O F- EZ z O a U IL Q w Abbott Park Q O U U- LOT 007-01-A o Q -- -- w F- Z_ Z } 0 (� U) p PROJECT NO: W J 2020.001717 O U- DRAWN: U SLC o CHKO: Ill Lo JAC x W W Q X UCn U) m z o � z O � W � Q z 0 02/25/2020 I— W U REVISIONS: LL -- - -- 1 : Q No. Description Date W � J O F- z -- Z 2 O U w X A200 Q_ Q • 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 1 x2 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 \ VARIES (RE: 12 -- ELEVATION) VARIES (RE: .k---O ROF PLAN) ,. 1 st LEVEL TOB __qk VARIES INSULATION PER CODE --�!i! !. �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 Al 10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 2 TYP ONE-STORY WALL SECTION �A400 SCALE: 1" = 1'-0" INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL) 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 %" THICK STUCCO FINISH - TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT VARIES (RE: ROOF PLAN) I, \ I z' GRADE (SLP AWAY FROM - 2E STRUCTURE)(TYP ALL SIDES) VARIES (RE: r12 ELEVATION) I Apr w :::.1/2" MINIMUM SAG RESISTANT CEILING GYP BRD PER M NMI ►♦ •s� ►^•�• r��.•��FBCR TABLE r i ••••• POURED BOND BEAM Fd-V s 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" J - --INSTALL VAPOR BARRIER I., IN ACCORDANCE WITH J. ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) TYP _ ONE-STORY WALL SECTION A4L-0) SCALE: 1" = V-0" o O O U, LO Cr N 0 N APEX OR c rn x N C� N M J U_ J_ � 5 z t S O true design studios U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 C:0 (6 0 Lli U) U c� _j usn"H0190N Wi % + ��• Q m C) .Q 0 w 0 0 0 r, LO r- O z U w z w v� ❑ m w w w z U) Z w Q O O _I w LL w O a W O U X Q r z O O ❑ LL U.]Q z U — z LL � J O -- Q V O m z ❑ 2 PROJECT NO: W U w w ~ z lX DRAWN: (D DVO Q CHKD: .---- w TSD ❑ U_ O m ❑ U') w U) w O J Q w 0 z L9 m z O U ❑ Q z REVISIONS: < O No. Description Date ❑ . . w O z - — w _ _ w F- w - - J W U5 a � O A400 z 0 WOOD SHEATHING WRB LAYER#1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL 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. T 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45° _,4� 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 BOTTOM O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ®FOLD at 77° WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES ROOF/WALL SCREED - 5x5 WALL FLASHING \ 8„ � N w� 0 ?w KICK -OUT FLASHING (SEE DETAIL) FELT UND� YJ / SHINGLE ROOFING J1\9 DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW FASCIA WRAP SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX WALL KICKOUT FLASHING WATER TIGHT SEAL (BEND OR SOLDER, NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS Mir.. 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 HOUSEWRAP FOR BOX INSTALLATION WRB LAYER #1, STUCCO 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 /-- / 2x SUB-BAND\W/1/2"X? NOTCH _ _ _ _ _ _ _ C @ END, WRAPPED IN PEEL & STICK \ DRIP EDGE --------- - � �\ I 1/8" 7/8' TEXTURED \ 1 FINISH @ WOOD�8 TEXTURED FINISH @ CMUMETAL 1 1/8" ` \ " FROM S UCCOI, C' FROM WOUD WALL j• EXTERIOR WALL \ RAME OR CMU) (/ ` \ \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY \ ROOF DECK (BEYOND) M010 Cn/'-`c I" ncC %ALAI I � � y �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 FASCIA 2x SUB -BAND W/1 Y2"x4" NOTCH @ END METAL WRAP FASCIA 2x6 SUB BF 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 n �8� STEP #2 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 a" 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 C0)_ 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 EDGE OMITTED FOR CLARITY AIL a. WALL W/ KICK -OUT SUB BAND DETAIL @ WALL _ - SCALE: N.T.S. O O U LO a r- U co C APEX .G i N c? N M J LL :: C2 J J Z � O trace design studios W Y U 9000 REGENCY SQUARE BLVD. O SUITE 100, JACKSONVILLE, FL 32211 c O U) T_ O W Zi N U) rs N 00 W • ! r Q Cy W s U Z 0 W O O O O IT LO I` O Z W Z_ W U) W W Z Z w Q O O W U- W o < U. a w O XU = 0 Z O O w Q Z U — Z �- LL U W O -- J J Q O U Z U PROJECT NO: W I— IX~ --- - - Z`n DRAWN: V 11LDVO Q CHKD. LU TSD U_ Q m o0 O LO W U) W O J W U 2 � z 0 U_ � LL 0 Q Z � REVISIONS: O No. Description Date o O co Z -- W X Q W- - - -- U 4 � A500 Z O 0 1/2" (MIN) STL FINISH TEXTL PER COMMUI SPECIFCATIC FLANGE CASI BEAD CASING BEAD at WN SCALE: N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) z z 0 VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. GYP BIRD OVER ! PRE -SHAPED STUCCO BAND 1 x2 TREATED _ I W/ SLIP TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) - ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1 �2" = 1'-0" PRE -FORMED CONTROL \ JOINT W/ STRIP LATH 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) I CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 2 1/2" CORNER BEAD (FASTENER & SPACING at 7"O.C.) ;MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ 48' STUCCO FINISH i � (RE: STRUCTURAL) >z" GYP BIRD OVER PRE -SHAPED STUCCO BAND lx2 TREATED I W/ INSTALLED PER MFR FURRING STRIPS -� --- WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) {' WOOD BLOCKIN SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK j VINYL FLANGE CASING BEAD SHIM AS NEEDED— INSTALLED PER MFR WRITTEN SPECS (TYP) 48" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 112" = 1'-0" 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI 7" FLASI DO NOT CA—,.,. SEAL OPENING STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 1 1/4" X 6" SIMULATED / WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 48' BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD GYP BIRD OVER INSTALLED PER MFR 1x2 TREATED WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP) %" STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 1 y2" = 1'-0" ELECTRIC MEl FIELD VERIFY LOCATION AREA TO RECE. STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION V �^ ELECTRIC METER FIELD VERIFY LOCATION j APPLY STUCCO SCRATCH COAT AND ONE (1) - i LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC METER ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE1; BARRIER #1 i FINISH COATING OVER PRIMED THREE COAT STUCCO FINISH WEATHER RESISTIVE WD SHEATHING ('fl' NOM) OVER GALV MTL LATH j; BARRIER #2 (RE: STRUCT) OVER 15# FELT OVER APPROVED �' " HOUSEW RAP 5/16" X 7 1/4" LAP FASTEN TO WD STRUCTURAL SIDING W/ 6 REVEAL MEMBER at 7" O.C. MAX STARTER STRIP 38" TO 4 " MID -WALL WEEP SCREED DO NOT CAULK OR SEAL OPENING fV GALV'D METAL '7' FLASHING -:, 6" WIDE STRIP SELF ADHESIVE JJ FLASHING CLEAN MASONRY 1 1/4" X 6" SIMULATED BFFORE APPLYING WOOD TRIM MEMBER 1/2(M (MIN) STUCCO FINISH STUCCO ;, TEXTURED PER COMMUNITY CASING BEAD h; i SPECIFICATIONS A SCALE: N.T.S. GYP BIRD OVER — 1 x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHEATHING (RE: STRUCT) P- l CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. �— FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP OVER NAILING FLANGE v MTL DRIP FLASHING W/ HEMMED EDGE SET IN CONT BEAD OF SEALANT TRIM (RE: ELEVATION) EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT BEAD OF SEALANT VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS STUCCO SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK DOOR HEAD at CMU CMU LINTEL (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gqMASOYYNNRYY�BEFORE MPEPTALI DOOR FRAME EXTERIOR SCALE: 1 1/2" = 1'-0" GYP BIRD OVER 1x2 TREATED �_ y FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR INTERIOR SCALE: N.T.S. CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN � �� gqMppAppS��OYyNNRGY�BEFORE L—L METALIDOOR FRAME EXTERIOR DOOR JAMB at CMU SCALE: 1 y2" = 1'-0" cp O U o U N j L T O 4 4 APEX U O N i X T T 04 N c'7 u- 1 w J J z t S 'U Or^ tine' design studies W Y U 9000 REGENCY SQUARE BLVE) o SUITE 100, JACKSONVILLE, FL 32211 o T O w =v F- D N U) J 01HOMN' N LU m���✓' Q U z W 0 W O O O 0) d' U) O Z W W Z_ W c m w Uj W z (J, -w Z G w Q O Q o J U_ LU W OU. IZ < Q d w O U ti X Q T z 0 LL O W Q Z U CL z n- IL (D W O -- Q J V Oco Z UPROJECT NO: w LU H ~ -- - Z X DRAWN, a DVO Q CHKD: LU TSD w 0 m O f� u7 w U) w O J a W U 2 a U) z 0 co z o � U � LL Q Z � 5 REVISIONS: < 0 No. Description Date o OLU z W U � W w ~ J W -- Q � U Q � A501 z O 0 PANEL' PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A ■ SERVICE: 120/240V, 10-3W MOUNTING: SURFACE DESCRIPTION LOAL} TYPE POLES BRIO„ tCiJI"F PHASE CIRCI#T R � S 1L431. dESCRIWIWI WATER HEATER F 2 30 1 A 2 20 1 R KITCHEN APPLIANCE 3 B 4 20 1 R KITCHEN APPLIANCE - _ SYS. 1 CONDENSING UNIT SYS. 1 AHU M 2 30 5 A 6 20 1 L,R GREAT ROOM 7 B 8 20 1 L,R L,R DINING M 2 20 9 A 10 20 1 BED 2 11 B 12 20 1 L,R BED 3 _ DRYER OVEN/RANGE F 2 30 40 13 A 14 20 1 L,R FLEX 15 B 16 20 1 L,R OWNERS F 2 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 DISHWASHER/DISPOSAL F 1 20 23 B 24 20 20 1 - SPARE F 1 20 25 A 26 1 - SPARE MICROWAVE/HOOD F 1 20 2_7 B 28 20 1 - SPARE LAUNDRY R _ 1 20 29 A 1 30 20 1 - SPARE ELECTRICAL LOAD CALCULATIONS CONNECTED DEMAND FINAL LOAD LOAD DESCRIPTION - i LOAD (VA) FACTOR (VA) GENERAL LIGHTING 3 VA/FT2) 6102 - - SMALL APPLIANCE 1500 - - SMALL APPLIANCE 1500 1500 1500 - - - LAUNDRY CIRCUIT DISHWASHER - WASTE DISPOSAL WATER HEATER 4500 -----�- - OVENIRANGE 14900 - - - MICROWAVE/HOOD 1000 - GARAGE DOOR OPENER 600 - -5400-------- DRYER - GENERAL LOAD 10000 100% 10000 GENERAL LOAD 29302 6438 _ 40% ( 100% --- -- 11720.8 6438 --28159 HEATING/AC (2.5 TONS + 3 kW) - TOTALS 45740 120/240VSERVICE/FEEDER LOAD (A) 117 MAIN BREAKER (A) _ -- - j 200 ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON -_-- 3 Y --- 3 -WA SWIT CH -- � CHIME — DOOR BE LL CHIME 4-WAY SWITCH GARAGE DOOR - BUTTON -- — -- — DIMMER SWITCH — GARAGE DOOR p OPENER 220 VOLT OUTLET G GFCI DUPLEX OUTLET I DUPLEX OUTLET 8 CEILING OUTLET 8 AFI AFCI DUPLEX OUTLET FLR FLOOR OUTLET ® SMOKE DETECTOR B JUNCTION BOX © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET NETWORK OUTLET i PANEL SERVICE PANEL OUTLET PHTELEPHONE �SERVICE METER m GARBAGE DISPOSAL SINGLE SCONCE WALL MOUNT LIGHT 1 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 - K 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 ®FIR FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN �\ LIGHT i ROUGH -IN O U o � 0 O O APEXN '400em\ tds true design studios Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 0 O T11- F_ U) 041HOMON, m W CJ U) } z W � W O O 0 O z W U) m W W z Z mW 0 O J LL U z PROJECT O _j O DRAWN: TZ W CHKD: x W rl � } 00 0 W z O W z U) O t` vJ Q LU Z w LU Ow O LU .j LU LU �W/ I.L. LL Abbott Park LOT 007-01-A 2020.001717 SLC JAC 02/25/2020 U REVISIONS: - - ¢ No. Description Date U) } O J O z U w t- x W El 00 a DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes , 6th 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 ''/z„ ILL / 360 BEAMS1.............................................................TL / 240 -NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED 34" DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 VINYL SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301.2 (7) 1 ST FLOOR cNP> -END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS AUITCC 4 A 0 0 STUCCO AND DIRECTLY MIN'%32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR ('/s' 24/16 w = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ Q w (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w LU U J ? ALL OTHER VENEER MIN %6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL (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 C� TILE ROOF MIN'%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION wz ;z-(NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND U_ = w 8" O.C. IN THE FIELD F- I•- Oz SHINGLE AND METAL ROOF MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 = O (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: 2%2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O,C. IN THE (NOTE 5) FIELD. MIN %" 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 %2" EXTERIOR GYPSUM CEILING BOARD. FASTEN w/ 5d x 1 " COOLER NAIL OR NO.6 x 1'/4" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/32" 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. 1 c s ,� 6. /3z 32/16 SPAN RATED OMB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL I DERSPECIFICATIONS ALLOW MIN P D.. SHOULD BU L D DIRECTLY TO OSB OR PLYWOOD.. , N STUCCO LATH IS ATTACHE EC BULLETIN 370 WHEN S Q 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, 15/2" 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. 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 9 'i 4 DIAMETER LENGTH 8d COMMON 0.131" 2-'/2" 8d RINGSHANK 0.113" 2-%" 10d x 1- 1/2" 0.148" 1-'/1" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4" 16d SINKER 0.148" 3-'/V 16d COMMON 0.162" 3-'/z" 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. 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 16x15' 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 NC)TF.S 9 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 W SDS SCREWS (8)'Y." x 1'/z' WS15-GC DTT2Z IN STUDY2" 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/Z 0 x 4'/i' 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 HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 1/-2" MTW12 (7) 10d x 1 1/2"(NOTE 2) §8" 0 x 6" EMBED ANCHOR fie„ 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 WIN (26) 0.162" x 2 '/2" IN HTT5 II STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS " MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON NOTE 2 ( ) §" 0 x 6' EMBED ANCHOR 8 4 8 0 x 6" EMBED ANCHOR EACH END EACH E ND IN CONCRETE IN CONCRETE (20)'/." x 3" SDS SCREWS (24) Y WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7//8" 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 38" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 '/V IN TRUSS (7) 10d x 1 '/i' IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) W x 2 'Y4" TITEN MSTAM36 WOOD FRAMING (5) %" x 2 %" TAPCON IN GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY (8) 10d x 1 W IN TRUSS (9) 10d x 1 Y2" IN TRUSS (11) 10d x 1 '/V IN (11) 10d x 1 '/z" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER (11) 10d x 1 1/2" IN HTW20 TRUSS/RAFTER (11) 10d x 1 '/2" IN GROUTED BLOCK WALL GROUTED BLOCK WALL STUD STUD (12) 10d x 1 /2 IN , (8 ) 10dx1/�„ 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 48' 0 x 7" EMBED EPDXY , (12) 10d x 1 /2„ IN (4) /: x 3 WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/i' IN (5) 8d x 1'/z" IN ABU66 %" 0 x 7" EMBED EPDXY PAU66 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12 EMBED AT GARAGE HA8 (5) 8d x 1 /2 IN RT7AT (5) 8d x 1 /Z IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1'/2" IN (5) 10d x 1'/2" IN HUC48, HU28-2 HEADER HD481F, HD28-2, HEADER H8 TRUSS (5) 10d x 111/2" IN RT8A TRUSS (5) 10d x 1 WIN , HUC28-2 6 () 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN ITK (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) W x 2 W TITEN (5)O" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS '/:' x 2 '/:" (1 (12) WS25 '/;' x 2 '/z" (4)%" x 1 '/2" SDS SCREW (4) W x 1'Y2" 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 '/2" SCREWS (4) W x 1'/z" WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4) Y," x 13/4" WEDGE BOLT (4) W x 2W TITEN SCREWS OR EQUIVALENT IN L_ IN MASONRY 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 Mz' 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 W TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 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. 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 o OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN E LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL O FOR ENGINEER OF RECORD EW EACH WAY O CY OSB ORIENTED STRAND BOARD N O WSP WOOD STRUCTURAL PANEL CN p SYP SOUTHERN YELLOW PINE E 04 APES SPF SPRUCE -PINE -FUR 04 U CUNT CONTINUOUS 00 N O.0 ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. 0) O0. (3'/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4" BEAM) R? LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/." WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 ''/a" WIDE, UNO. N SYS 42 PROPERLY RATED OPEN WEB HEADER co zzz INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS LL -C �- OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS LLI INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J td s uQ BOTTOM PLATE ANCHORAGE IS ''/z" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR true design studios 3: SW SPECIFICATIONS) Z STRUCTURAL WOOD BEAM O STUD COLUMN KEYNOTE U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 -- ------ NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. _O O - - NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS - TO MATCH WALL FRAMING SIZE AND GRADE, UNO, LU 12ANCHOR STUDS U) wADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN co N T BOTTOM OF STUD COLUMN CONNECTION UsKeHOMN' � 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL J r COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. 00 "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W � NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE Q HEADER STRAPPING KEYNOTEC NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD U) C11 MSTA24 -- TYPE OF STRAP CONNECTING HEADER TO JACK STUD D_TT2Z z KING/JACK GROUP BOTTOM CONNECTION W 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP - 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD W GROUP TO 1 ST LEVEL STUDS/HEADER/BEAM 0Y -- NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP O O CD NON -BEARING HEADER FRAMING KEYNOTE NO C R_-4-- NUMBER OF KING STUDS EACH SIDE OF OPENING ~ LA - HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY r1_ LOADED CONDITIONS ABOVE b U) #2 SYP HEADER FRAMING KEYNOTE z w (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING W 9 Q N NUMBER OF JACK STUDS EACH SIDE OF OPENING Z J Z 6L w DEPTH OF LOAD -BEARING #2 SYP HEADER O NUMBER OF PLIES IN HEADER m Uj w Qf ENGINEERED LUMBER HEADER FRAMING KEYNOTE W Q (2) 9%" LSI_- 1 / 2 --- NUMBER OF KING STUDS EACH SIDE OF OPENING w a _Z NUMBER OF JACK STUDS EACH SIDE OF OPENING > Q Q -- -HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) w w --- --- LLI DEPTtI OF LOAD -BEARING EWP HEADER 0 Q W 2 ----- --- NUMBER OF PLIES IN HEADER (1 3/." WIDE UNO) 0 w w HEADER FRAMING ° x U. 1 ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 0 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 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 O 1-- 5. IF HEADER NOT SPECIFIED. CONTACT ENGINEER OF RECORD. z 6 LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST U FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. t=- 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q OPENINGS 39" OR LESS OR Al FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: J � Abbott Park • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 O U • SPH w/ (12) 10d x @ 16" O.C. OR J ---- -- - � • DSP w/ (14) 10d x 1-'/2" @ 16" O C. OR LI_ LOT 007-01-A I:) • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-'/7' (OR EQUAL APPROVED BY EOR). Q __ W 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. C� Q z z 0 FRAMING NOTES O PROJECT NO: LU 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.001717 ANCHOR BOLT, THREADED ROD OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O LI_ A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z DRAWN'. O ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S = SLC SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. _ O 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET H CHKD: SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. EAF 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN w w TABLE 2304.9.1. a. J 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. Q U 5 FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X ,,�������,I, 0 SYSTEM TO FOUNDATIONUPPER LEVEL MULTI -PLY S (NOT REQUIRED BELOW HEADER JACK/KING TUD GROUPS BELOW ALL GIRDER NS TO BE ST D GROUPS) CONTINUOUS THROUGH FLOOR ``,��%�� IN LAME ���� 6 FASTEN ALL STUDS TO BOTTOM AND -TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. %" �� , .•• ••E N 9 �i 0 7 FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. m `� ,• •�.� `SF• •• '�� Z 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 0% NO 51 6 THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, ONO. W 9 EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD z r � , ST E OF 441 g '�'n • •'c P,. C� O 02/25/2020 i= w U co REVISIONS: - - - No. _Description Date w J >- U O I-- JO - z z - -- - O = o U w I- X W STm1 a. Q CMU/METAL CONNECTOR ENGINEERING 2020 V1.0 GENERAL FOUNDATION NOTES: ----- Aw&\ M N 4 FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" 70'-0" 59'-10" F 30 ,A 00 c O zo 17% • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND p HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. N O cy • EARTH AND EARTH FILL SUPPORTING SLABS GRADE � APEX ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND C i SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N U COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED ap PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR 14 CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. p • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 0') SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB N IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. CO 00 1 • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE — j INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL ILL L SECTIONS.tds -6 j • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J 1 RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D. true design studios Z O U) FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p A 8"x8" DEEP THICKENED e� 12" DEEP FTG UNDER BOX p CA EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN i11 C 16"SQx12" DEEP FTG p 24"SQx20" DEEP FTG DIRSHOMON CNN l w/ (3) #4 EW (� DEEP FTG �- 36"SQx20" DEEP FTG � � t .r30"SQx20" $ E-1 w/ (4) #4 EW I F� w/ (4) #4 EW i co �' 48"SQx24" DEEP FTG CH� #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY W w/ (5) #4 EW, T&B w NOTES ON ST-1 Q 1 1 1/2" SLAB EXTENSION d —' AT FULL ROUGH U) OPENING WIDTH *!0- Z W W Ix O O O 0) Nt LO ti O V) Z W w W z J z LU IYl LLJ O Cl) w w Q w Q z > o w w o o Q J W � L1J W ti O i X Z � LL LL O z O w a0. z O EL U W p W Abbott Park Q O U J (n u' LOT 007-01-A o Q--- — — - w U Q z z } U) r 1 b�O PROJECT NO: w n� JO 2020.001717 0 Z O -- — DRAWN: U SLC o wCHKD: _ � EAF x w w CL J Q U Q,0111 111111111 cA �� �.• EN •'9 Z i „ F' 516 z_ o .�: •'. ST E O F LU T \ Z issl0 N A ; CD O 02/25/2020 p �= w �� 1 f— ��� REVISIONS: No. Description Date ~ w � J >- U SANITARY ISOMETRIC o °z z - --- a:O0 U w 1— x w ST=2 a ('MIIIMFTAI f:()NNF(.TnR FNrINFFRINr. 5^ • CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH cli 16" 1 VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH --0'-0" A.F_F. SUNDER 1ST( 16" UNDER 2 STORY WALL 11 SEE ARCH (MAX 20" - DEEP) j IN, 4" EXTENSION UNDER BRICK VENEER 6 BEARING CURB STEP SECTION 'OR BARRIER CONCRETE SLAB W/ 64 W1.4 x WlA WWF OR FIBER MESH TOP OF SLAB h VAPOR BARRIER - #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. w _ U) o: J O wWU un UJ UJ� Q n N. n L/ e --& FOOTING TO BEAR ON FIRM /\�/. //�\\\' \\ #b W BIR CKLLEDGE UNDISTURBED SOIL 4" OPT BRICK LEDGE VERTICAL REINFORCEMENT -- NOTED ON FND PLAN TO HAVE 6" BEND AT BOTTOM CAST -IN -PLACE FOOTING SPECS — 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALLPARTICULARLY WHEN IT IS OVER 4 , COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. Ah_ (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U (1) #4 OR #5 WWF OR FIBERMESH > Q Q CONT .ti ww w ---.--�---- � I � U) � • � FINISH \//\\'\'\/, "x X /�\/ \ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. \//\\ 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO -- HAVE 6" BEND @ BOTTOM N OPT BRICK LEDGE NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK -- FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. ( CONCRETE SLAB W/ 6x6 1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24" (1) #4 OR #5 90° BEND @ 48" O.C. VARIES PER 36" MAX --- -- o— — -- -- �- v° --- - - ARCH PLANS C QI\//\\T/j12" MIN X.`'OR BARRIER FOOTING 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 ' 9" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER T-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 W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH U 0 rn � N (MAX 16") O A PEX u? /V//V�/\/\/\ VAPOR BARRIER /? ; k/, 12" MIN`/\� ��//\�/\\/\�000 U 0 N /\\ /, FOOTING TO BEAR ON ---- FIRM UNDISTURBED 6" OPT, EXTENSION IN BRICK � SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J +, BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL wl L (2) #5 OR (3) #4 CONTINUOUS tds -6 true design studios MONOLITHIC FOOTIN_G_SEC_TION z 1 % CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE / FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUIJD ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL, O O CONCRETE SLAB w/ 6x6 c (2) #4 OR (2) #5 CONTINUOUS W1 4 x WlA WWF OR LU cy cy FIBERMESH DoRsH019ON' m /t � 11 16" VAPOR BARRIER Q i� U) 3 BEARING WALL FOOTING SECTION U Z ILL! CD LU CONCRETE SLAB W/ 6x6 CK W1 4 x W1.4 WWF OR FIBERMESH O 0' 0" A.F.F. O SEE ARCH � DETAILS ti �..... 8" MIN O V ) 8"x8" THICKENED I 8" I CIO L Q FTG AT-.---1 STEP-DOWN, SEE VAPOR BARRIER LLI 1..` PLAN U J Z W \ /f LU o CURB STEP SECTION LUL.0 Q 8" UNDER MASONRY WALL —I Z < O CONCRETE SLAB W/ — —� 6" UNDER WOOD WALL - IZ M Q Q 6x6 W1.4 x WlA WWF W OR FIBERMESI I I M LU VARIES SEE ARCH 0 Q W 2 -- (MAX 16") O LL 12 MIN j AX \; Z a \iA ` VAPOR BARRIER -- / / W 6" OPT. EXTENSION IN BRICK _ LOCATIONS ON FND PLAN a Z_ 12" UNDER 1 STORY WALL w/ a (2) #5 OR (2) #4 CONTINUOUS �— ADDITIONAL NO. 4 OR NO. 5 U LL BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ Q J (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q - -� O U GARAGE EXT WALL CURB SECTION CONTACT FOR PRIOR 10 CONSTRUCTION IF ANY OF THE Q LOT 007-01-A 0 \ _= FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" b H • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ Z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n PROJECT NO: LV CONCRETE SLAB W/ 6x6 O 2020.001717 W1.4 x W1.4 WWF OR O LL FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH = SLC o - ,- U o - -- - - - - (MAX 20„ a d d - ----- DEEP) CHKD. ��- -- W LU 4" EXTENSION -�_ UNDER BRICK VENEER ,,,����N�LA;,;-,-,, 12" UNDER 1 STORY WALL %' �� JJ ��••��� • /� ,�� 0 W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `�� . '� G, E N R ���� Z -- o 51 •• 16" UNDER 2 STORY WALL LLl w/ (3) #4 OR (2) #5 CONT Z 0 BEARING CURB STEP SECTION 0�.,• ST E OF •:�w� (� Al �0 N A� - TYPICAL REINFORCING BARS AT THICKENED O 02/2512020 0 FOOTING, SEE PLAN E— LU MIN 24" LONG #4 OR #5 ~ \ BAR SET AT MID -DEPTH U REVISIONS: _ < OF SLAB, TYP ALL Q p No. Description Date ~ I\ RE-ENTRANT CORNERS w \� -- - --- -- --- cn -j - -- - - - -- - - -- - O --- O HOUSE SLAB O Z Z O- - -- — -- - - _ _ RE-ENTRANT CORNER DETAIL U LU (RECOMMENDED) (- PLAN VIEW, DETAIL TYPICAL @ ALL W ST=2,D RE-ENTRANT CORNERS a- (`Ml11MFTAI [:01KINIPCTOR FN[.INFFRINr. I. 1'-4" 8'-0" 4'-5" ,, 3'-5" 5'-0" m : m T-0" T-0" 6'-8" 6'-8" 6,-8„ --- - - 6-8 6'_0" 5'-4" - 4'-8" , 6'-8" 6'-8" T-0" 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 U a ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. 0 Aft\ • 8U LINTELS MAY BE FILLED OR UNFILLED. N p • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. O APES O • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8 O.C., U.N.O. 04 N • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. o N • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE 0) • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS DOWEL LEGEND 04 cc i ZZ NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _j J ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W./ MINIMUM ii tds 25" LAP REQUIRED, TYP AS SHOWN J NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM true design studios -6 j 36" LAP REQUIRED, TYP AS SHOWN z O N (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM U) 25" LAP REQUIRED, TYP AS SHOWN V 9000 REGENCY SQUARE BLVD. -' < SUITE 100, JACKSONVILLE, FL 32211 OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED O NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, 0 HEIGHT OF DOWEL = HEIGHT OF COLUMNch FRAMING KEY NOTES (CMU) DC1 Llj_ NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -- - o � 11HOBON' (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > N rn o `' 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN ♦ OPENINGS. —� m 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LLJ LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES. ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET 0 ' 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING:CD CA A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS 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. W 4. HIGH UPLIFT CONNECTION: 01f *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 WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. ti (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. . TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. Z9 LL! 5. FASTEN EACH BEAM TO MASONRY W/ META12 U) W __..-.. ----------- ..._ ---_- _ s+- J Z w m LLJ O co w w Q w Q O z > 0 z m Lu o J W w 0 LL, w o LL LL z a O Z o o z O o_ U IL Q W Abbott Park Q O U LOT 007-01-A o 4 w z Z 0 O PROJECT NO: W —i 2020.001717 O U- _ _ - _ _ _ . _ ._.... --- ---- — ----------------- ----� DRAWN: LINTEL SCHEDULELO slc o CHKD: LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION— COMMENTS X EAF cn I--- - L-1 -- - r 16'-0" L-2 3'-0" ---- I - - L-6 '-0 " 9 _ L-7 _ 11'-8" L-8 4'-8" 8F-1-32 PRESTRESSED GARAGE DOOR 8U8 _ - -sus 8F-16 --_ 8F-16 8080 SGD/ REAR PORCH _ REAR PORCH _8F-16 8F-16 REAR PORCH 8F-12 FRONT PORCH W W Q U Q %`i cD • •E N S�c•.9 '•, m �.� Z Z •• o 51 6 •• 'S W Z ; " *: :* • 0 S • Z_ Z ���isS'/p N AL E% cA O 02/25/2020 p I— w U REVISIONS: U_ - -- q No. Description Date J - - Q O cn O I— z Z U 0 W H X ST=3 W rl Q CMU/METAL CONNECTOR ENGINEERING TRUSS FRAMING GENERAL NOTES 12 SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES 10 DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > BY BUILDER UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, o ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING E-- I st LEVEL ROOF FRAMING PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" TO THE TYPICAL WALL SECTION, REFER TO COMPONENT MANUFA TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES ALL RAFTERS TO BE MIN. 2x6 N • ALL "SLEEPERS" TO BE PLANK- FASTEN "SLEEPERS" TO EACH T COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 N • FASTEN 2x6 NO.2 SYP COLLAR T RAFTER WHERE APPLICABLE W/ O.C. SPACING _ 16" 24" O.C. -- -- SPACING RAFTER SPAN SCH LU 2x6 2x8 16-5" 19'-11" 13'-4" 1 T-3" 10'-11" 20 L.L./15 D.L. # CEILING JOIST SPA LU 2x4 2x6 12'-5" — -- 19'-6" ! 16" 1 11'-3'--17'-8" 24" 9'-10" 156" -- - - - ---__ 10 L.L.15 D.L. #2 TRUSS FRAMING KEY NO NOTES APPLICABLE ONLY WHERE 1. SEE "SHEAR PANEL" DETAIL ON DE 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SY MATCH DIMENSION OF TRUSS M • ATTACH BEARING BLOCK TO TR BOTTOM CHORD W/ (3) ROWS 10 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO F AT EVERY SUPPORT WITH FAST j (MAX 24" O.C. SPACING), OR • FASTEN NO.2 SYP PT LEDGER T wl FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY B LOCATIONS ON PLAN SEE TABLE 5 ON SHEET ST-1/S1 PROTECTION AGAINST CORROS • EXTERIOR DECK LEDGERS SHAL FRAMING WITH WOOD SCREWS. LEDGERS ARE FOR INTERIOR U ROOF FRAMING LEDGER TO WOOD 2x6..................................(4) 12d COMMO 2x8...............................(6) 12d COMMO 2x10....................I..........(8) 12d COMMO 2x12....... .........................(10) 12d COMM LEDGER TO CMU (W/ 3" TAPCON O PT 2x6. (2) ROWS %4" 0 @ 24" O.C. ST PT 2x8.. (2) ROWS %4" 0 @ 16" O.C. ST PT 2x10- ... (2) ROWS 34" O @ 8" O.C. ST PT 2xl2.....(2) ROWS i4" 0 @ 6" O.C. ST FLOOR FRAMING LEDGER TO WOO 2x6..................................(3) 16d COMMO 2x8.... ..__.._ ..........._...... (5) 16d COMMO 2x10.... _..........................(7) 16d COMMO 2x12................................(9) 16d COMMO FLOOR FRAMING LEDGER TO WOO PT 2x6...................................(3) W x 4 '/2' PT 2x8..................................(5) ''/1' x 44-1/2"PT 2xl0.... ...................... ......(7)'W x 44-1/2"PT 2xl2................ ........ ..... -(9) W x 4-%/" 4. ANGLE & LATERAL BRACES MAYBE BRACING DETAIL IF PORCH SHEAT PROPERLY APPLIED, SEE DETAIL S 5. IF USING (2) HTWM20, INSTALL (1) S THE WALL - (2) HTWM20 ON SAME S PERMITTED AT THIS LOCATION 6. • (1) 48" & (1) 24" BEARING BLO • EACH BLOCK TO TRUSS W/ (3 STAGGERED • TRUSS TO MASONRY BELOW BLOC SEE SHEET ST-5. O (D 0 CTURER'S LAYOUT FOR � N �A I i .2 SYP @ 24" O.C. MAX. 0 ORIENTED 2x8 NO.2 SYP MIN.', O RUSS/RAFTER W/ (3) 16d SIMPSON H3 UPLIFT N N 0.2 SYP MIN. IES FROM RAFTER TO j --I (5) 10d COMMONS MIN. V- W EDULE J MBER SIZE j P O E R 2x10 2x12—� Z _ O 23'-9" 26'-0" U) Y 20'-7" 22'-0" 0 - 16'-10' 19'-9" 2SYP __----------- � O N SCHEDULE T- MBER SIZE W H 2x8-- 2x10 - - U) 25 -8" 26'-0" -- 23 -4" _ 26-0" —{ J 20' 1" 2T-11" m SYP Uj TES SPECIFIED ON PLAN U) TAIL SHEET. } Z , MIN 48" LONG AND TO w EMBER. LU USS VERTICAL OR TRUSS d @ 4" O.C. STAGGERED. CD O O 0)RAMING/TRUSS VERTICALS ' ENING SHOWN BELOW I ti MASONRY/CONCRETE I O REQUIRED AT SPECIFIED Z FOR FASTENER U) LLI ION Z L BE SECURE TO WALL COMMON NAILS AT FLOOR 0 SE ONLY. co W N j w N CD ON Z W TITEN): Q AGGERED 0 AGGERED Of AGGERED 0 AGGERED ij D (W/ NAILS): Z I 0 N I— N N N O D (W/ SCREWS): 0 LONG #14 WOOD SCREWS U LONG #14 WOOD SCREWS Q LONG #14 WOOD SCREWS j LONG #14 WOOD SCREWS 1 Ix 0 OMITTED FROM GABLE LL RING DETAIL IS 1 Q HEET ST-6/7. TRAP ON EACH FACE OF U IDE OF WALL IS NOT Z } REQ'D 0 ROWS 10d @ 4" O.C. 0 Z W/ LGT3-SDS2.5 U w X w a. Q X m W O W Q U) O F- LL Q U) } C� O J Z 2 U W H X W W APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 tm U) Q W J O cis W 0 �- a o Im Q Q LU 0 0 J WUj W W ►. X a z O 0 W Z cr- - LL W Abbott Park J U t1� LOT 007-01-A o W H Z (D CD PROJECT NO: W 2020.001717 0 LL - - -- O DRAWN: SLC o CHKD. L0 EAF U) w J Q U cn ANiF'�. � �.`�� �• ��� N '•9 ��' z F • '• 0 8 166 :•� ' O:••• S ATE O F U) T Al P 0 �� _ �'� F�'•� 0 R��•••� Z 5`0N A, 02/25/2020 w REVISIONS: No. Description Date ~ w J - - Q U -- — - U) 0 O 0 ST=3A (:MII/MFTAI rnNNF(.TnR FNrINFFRINr. MBER SIZE j P O E R 2x10 2x12—� Z _ O 23'-9" 26'-0" U) Y 20'-7" 22'-0" 0 - 16'-10' 19'-9" 2SYP __----------- � O N SCHEDULE T- MBER SIZE W H 2x8-- 2x10 - - U) 25 -8" 26'-0" -- 23 -4" _ 26-0" —{ J 20' 1" 2T-11" m SYP Uj TES SPECIFIED ON PLAN U) TAIL SHEET. } Z , MIN 48" LONG AND TO w EMBER. LU USS VERTICAL OR TRUSS d @ 4" O.C. STAGGERED. CD O O 0)RAMING/TRUSS VERTICALS ' ENING SHOWN BELOW I ti MASONRY/CONCRETE I O REQUIRED AT SPECIFIED Z FOR FASTENER U) LLI ION Z L BE SECURE TO WALL COMMON NAILS AT FLOOR 0 SE ONLY. co W N j w N CD ON Z W TITEN): Q AGGERED 0 AGGERED Of AGGERED 0 AGGERED ij D (W/ NAILS): Z I 0 N I— N N N O D (W/ SCREWS): 0 LONG #14 WOOD SCREWS U LONG #14 WOOD SCREWS Q LONG #14 WOOD SCREWS j LONG #14 WOOD SCREWS 1 Ix 0 OMITTED FROM GABLE LL RING DETAIL IS 1 Q HEET ST-6/7. TRAP ON EACH FACE OF U IDE OF WALL IS NOT Z } REQ'D 0 ROWS 10d @ 4" O.C. 0 Z W/ LGT3-SDS2.5 U w X w a. Q X m W O W Q U) O F- LL Q U) } C� O J Z 2 U W H X W W APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 tm U) Q W J O cis W 0 �- a o Im Q Q LU 0 0 J WUj W W ►. X a z O 0 W Z cr- - LL W Abbott Park J U t1� LOT 007-01-A o W H Z (D CD PROJECT NO: W 2020.001717 0 LL - - -- O DRAWN: SLC o CHKD. L0 EAF U) w J Q U cn ANiF'�. � �.`�� �• ��� N '•9 ��' z F • '• 0 8 166 :•� ' O:••• S ATE O F U) T Al P 0 �� _ �'� F�'•� 0 R��•••� Z 5`0N A, 02/25/2020 w REVISIONS: No. Description Date ~ w J - - Q U -- — - U) 0 O 0 ST=3A (:MII/MFTAI rnNNF(.TnR FNrINFFRINr. Im Q Q LU 0 0 J WUj W W ►. X a z O 0 W Z cr- - LL W Abbott Park J U t1� LOT 007-01-A o W H Z (D CD PROJECT NO: W 2020.001717 0 LL - - -- O DRAWN: SLC o CHKD. L0 EAF U) w J Q U cn ANiF'�. � �.`�� �• ��� N '•9 ��' z F • '• 0 8 166 :•� ' O:••• S ATE O F U) T Al P 0 �� _ �'� F�'•� 0 R��•••� Z 5`0N A, 02/25/2020 w REVISIONS: No. Description Date ~ w J - - Q U -- — - U) 0 O 0 ST=3A (:MII/MFTAI rnNNF(.TnR FNrINFFRINr. W Abbott Park J U t1� LOT 007-01-A o W H Z (D CD PROJECT NO: W 2020.001717 0 LL - - -- O DRAWN: SLC o CHKD. L0 EAF U) w J Q U cn ANiF'�. � �.`�� �• ��� N '•9 ��' z F • '• 0 8 166 :•� ' O:••• S ATE O F U) T Al P 0 �� _ �'� F�'•� 0 R��•••� Z 5`0N A, 02/25/2020 w REVISIONS: No. Description Date ~ w J - - Q U -- — - U) 0 O 0 ST=3A (:MII/MFTAI rnNNF(.TnR FNrINFFRINr. ST=3A (:MII/MFTAI rnNNF(.TnR FNrINFFRINr. U 0 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: 2x NO 2 SYP BLOCKING TO FIT TIGHT rn WOOD STRUCTURAL PANEL BETWEEN TRUSSES, (3)10d TOE -NAIL @ o SHEATHING REQUIREMENTS RE EACH END, BLOCKING MAY BE OMITTED N ON SHEET — FOR HEEL HEIGHTS < 9" — TRUSS OR RAFTER TO BOND 3/4" BETWEEN TOP OF WOOD PANEL FOR MISLOCATION Ye"<X<1 YZ" FASTEN 2x6 NO. 2 SYP SHIM � —#5 CONT. BEAM W/ META12 OR w I AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d HTA16-18 W/ MIN (7) 10d x 1'/�' W - (1) #5 BAR CONT. IN TRUSS (NOTE: IF META12 MIN 1Y/32' EXPOSURE 1 PLYWOOD RIM @RAISED FOR MISLOCATION 1>z" <XT_ V I OR HTA16-18 IS IMPROPERLY w HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST a INSTALLED, ATTACH TRUSS Q DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F CE J TO BOND BEAM W/ HTSM20 VERTICALS, ATTACH TO TRUSSES AND '' = I c (1) #4 OR #5 BAR AT CORNERS OR HTWM20) BLOCKING W/ 10d @ 3" O.C. N _Z WITH MIN. 25" LAP #5 CON T PROPERLY WIND LOAD RATED SOFFIT I I MOISTURE MATERIAL CONTINUOUS @ PERIMETER. BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C TRUSS TO TOP PLATE MOISTURE BARRIER C OTHERS DESIGN PRESSURES ON SHEET ST-1. W/ H2.5T OR RT7AT, BETWEEN MASONRY AND I OR NON -PT LUMBER BY OTHERS PROPERLY WIND LOAD RATED I TRUSS OR RAFTER TO BOND BEAM W/ " " UNO ON PLAN I SOFFIT MATERIAL (1) COURSE I META12 OR HTA16-18 W/ MIN (7) 10d x CONTINUOUS @ PERIMETER. CMU BOND 1Y2' IN TRUSS (NOTE: IF META12 OR --- 8" CMU BOND BEAM VERT. REINFORCING T SEE TABLE 1: COMPONENT BEAM W/ #5 HTA16-18 IS IMPROPERLY INSTALLED, —POURED CELL w #5 BAR CONT. HAVE 10" STANDARD HOOK INTO BOND BEAM i - AND CLADDING DESIGN _ PRESSURES ON SHEET ST-1. CONTINUOUS ATTACH TRUSS TO BOND BEAM W/ FROM BEAM TO FOOTING HTSM20 OR HTWM20) - I (1)000RSECMUBONDMISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN T!E-BEAM •EVERYOTHERSTUDTOTOPPLATE W/ SP2 OR SPT24 OR SDWC15600 - BEAM W/ #5 CONTINUOUS HI BLOCKING NOT SHOWN FOR CLARITYAT CORNERS 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 4'/2' 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 i/\i//,/ i i./ . 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) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: ALTERNATE WALL SECTIONS & TYPICAL DETAILS 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. DIST. FROM DOORJAMB MIN. SCREW DIST. FROM DOORJAMB MIN. SCREW i WINDOW TO BLOCK LENGTH I WINDOW TO BLOCK LENGTH OR 1/4" PER MANUF, 3" 5" 11/y _— 31/4 3 7� fi 5„ 115/6� 33/4 33/4" 6„ /4 , 2 �4 13 TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS Y:' DIA. @ 30" O.C. STAGGERED . (2) ROWS %r' DIA @ 24" O.C. STAGGERED /---- DOORJAMB 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 'W) -- 1x_ PT NAILER — BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY 1x_ OR �6 OSB MATERIAL MAY ATTACH TO WALL -- DRYWALL _ --- 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O O N u7 N 00 ,a. O O i N N cM J L w J J z U 0 O r- w H J m w Q U) } z w 0 w O O O O 14, Z U) co w Z_ G7 m cc w w 0 w 0 Of J LL O i= CL O U Q O J LL Q U z } C7 O J O U w x w a. x 0}0 0 O w Q rA O H LL Q } 0 O O z 2 U w H x w a. CMII/MFTAI CONNECTOR FNGINFFRING APEX tds sD: L true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 0 C a� IIHOMON' .w LU J� >N a J zw Ow LLJ _ C/) Q F- 2 Q 0 Q W Q 0 J Ll.l w � W W x aL z O 0 z w IZ w w Abbott Park Q U U) LOT 007-01-A o w Q z 0 PROJECT NO: w 2020.001717 0 LL O DRAWN: - SLC o 0 CHKD: LO EAF �1N LAN%011111111111�'��. U) •' �, S 0 •.'• Z Nc 8 66 33'.. ATE OF :�i/`` � .�` N AL E� 02/25/2020 p w REVISIONS: LU No. Description Date ~ w J U H O _ z O 0 ST=5 MOISTURE BARRIER BY OTHERS UPLIFT CONNECTION PER- 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) PRE -CAST LINTEL #5 CONT. I PER PLAN o 0- (1) #5 BAR AT CORNER W/ MIN. 25" LAP N #5 CONT. -� o - - FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN - - MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP- DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACir 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 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 SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA -MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN 2x4 SYP OUTRIGGER @ 24" O.0 -_�CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1 '/2' 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. i-- 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 �I GABLE TRUSS TO BOND BEAM W/ META20 @ 48" 0 C. W/ MIN (7) 10d x 1-'/V (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) MOISTURE BARRIER BETWEEN MASONRY--- - J 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. 8'-1" ABOVE F.F.E. TOP OF GARAGE DOOR 6-1" ABOVE _ F.F.E F.F.4'-9ABOVE F.F.E. 2'-9" ABOVE F.F.E. (LOF OPENING 2x6x12 PT CENTER BUCK 48" DIA. ANCHOR 2x4 PT TOP BUCK 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 48' DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 Y2" x 41e" 0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB - F.F.E. GARAGE DOOR JAMB DETAIL TOP OF WALL 4�- � - SEE PLAN VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM PRECAST LINTEL SEE PLAN EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER I NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED I I 1 CELL EXTENDING FROM FOOTING I i TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL l i l PLACEMENT PLAN. MIN 6" BEND I i l AT BOTTOM. 11 I1 I I II CONCRETE III FOUNDATION WORK TOP OF FINISH _ I 4 I-._ PER PLAN FLOOR SLAB - I I I I I I I I I \ I I I -I-- ------------- ?/X/ I I I I I I I I I \ \ I I I \ \ / \ \ GARAGE SHEAR PIER T6T" MAX MAX 6" MAX 16" MAX t 6" tT TRUSSES NEEDING BRACING of UI O CD N OI APEX 01 00 WI N' CD 0I0I � t131 04 04 m "i I U- mc W tds -6 J J true design studios N z I O U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 O 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O '6 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY O N CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W C 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). � 011HOMN co � 5. DESIGNED PER BCSI-63, 2007. a) phff&*0$ I o -_ - -- = - - _-- - - I W MAX CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE t----------11 II WEB MEMBER SPECIFIED;_ALTERNATE BRACING SIZE 'I CLR � TOR L SCAB i (A 2x4 1 ROW 2x4 -� (1)2x4 T-BRACE FASTENED TO 2x4 _ J 2 ROWS 2x6 (2)2x4' U 2x6 1 ROW 2x4 (1)2x6- W WEB W! 10d AT 6" O.C. 2x6 - -_ -: 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 LU 2x8 2 ROWS 2x6 (2)2x6" L-BRACE FASTENED TO O WEB W/ 10d AT 6" O C. O O SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAYBE USED WHEN CONTINUOUS LATERAL LO �- SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN A WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. O (f, -IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z W REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. LO MAX TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND (1) 9 < W GRADE AS WEB TO BE BRACED. z It m Uj O U) it W QW _Z 0 M > Q Q LU W W o 0 0 J W W W W o J X LL O Z -.i-- -BOND BEAM ° �i-I ' REINFORCEMENT w �I LL (SEE WALL SECTION) w FILL SOLID TO BOND BEAM wI L - 8 F - # - DEPTH OF LINTEL ASSEMBLY "d" —GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. • BOND BEAM REINFORCEMENT - (SEE WALL SECTION) 1 k7 _ COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED 8U8 LINTEL MAY BE FILLED OR UNFILLED --- 8" PRECAST LINTEL. SEE PLAN. sus --�- - --; -, BOND BEAM o p REINFORCEMENT w (SEE WALL SECTION) uJ - -�— a z Ix FILL SOLID TO BOND BEAM OU cUn. LL w �I r .._._rL - w _ , 1--LINTEL REINFORCEMENT / � Abbott Park J 8 F -1 - #-+ DEPTH OF LINTEL ASSEMBLY "d" ILL LOT 007-01-A o #5 BOTTOM BAR TO EXTEND U Z Q z NO LESS THAN 1" BEYOND BEARING AT EACH END } --- GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: U) W — 8" PRECAST LINTEL. SEE PLAN. O 2020.001717 p ILL 8F-1-# � Dom"'" sl_c o w— LO f CHKD: EAF XCL Q Q Q U U) m 4111 . �,� �• sF �., z_ 0 8 1 6 .. 'S S`LU •,�,��` ••• R SOP• N ��� .• Z 1111/ O 02/25/2020 p f= w U REVISIONS: TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date -- -- w (q J } --- - U - - - - (1) 0 0 O Z 2 0 U w H X W ST=6 CIVIII/MFTAI CONNFCTOR FN(.INFFRIN(.a I 7 a