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HomeMy WebLinkAbout8023 Sail Clover Ln— - - -i --I - I Y 7 f d i DRAWING INDEX ARCHITECTURAL SHEET NO. I SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS A501 DETAILS A502 DETAILS - IF APPLICABLE 11 STRUCTURAL SHEET NO. I SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN ALL WORK SMALL COMPLY WITH PFREVAILINC CODES FLORIDA DUILDING CODE, NATIONAL ELECTPIrf CODE, AND THE CITY OF ZEEPHYRHILLS ORDINANCES BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES CITY (�;� ZE�'i- y FL BUILDING CODE - RESIDENTIAL: 2017 FL BUILDING CODE - FUEL GAS: 201 PLAN CITY F EPH mINER 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 CONDITIONED AREA 1 st Floor 2034 SF 2034 SF UNCONDITIONED AREA Garage 459 SF . Entry .. 28 SF Lanai 218 SF 705 SF Grand total _ 2739 SF � \/rill I IIIIIce 1 st Floor. 18982 CF_ . Grand total _ 18982 CCF Q U O } O 0 N � APEX c c O Cu m N N ` co J ' L1 U_ W tdb -` i J J i-i a)trace design studios z O cv) U 9000 REGENCY SQUARE BLVD. -. Q SUITE 100, JACKSONVILLE, FL 32211 p o o ., cn m W Of ` a s a) \,. a Q � 0 U z w CD W ry O O O O') >= d' ti O U) z LL1 w 0. w z z W Uj O U) w w /w Imj Q V > O Q w o 0 � LLJ Uj OJ X IL LL z Z O O Q 0 w w l­- z o a v U- Q w ABBOT PARK Q O U J (n U- LOT 004-07-A o w U Q z z C� PROJECT NO' w O p O 2019.007592 w DRAWN: O U SPBJ o w" CHKD: U')f NE w w Q U Q � m z 0 z O w Q z_ z co a O 09-19-19 p I— W U REVISIONS: r ts ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER MAIN DISC. 150 OR 200 AMP MP SERV. BY POWER CO. Footer Re -Bar (sized according to foundation plan) s #4 awg CU bare w/ 10' stubbed outside of slab at service o location. Connect to footer steel w/ (2) ground clamps 5' apart ° a UFER GROUND DETAIL N.T.S. 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. r A/C DISCONNECT #12 COPPER TO APPLIANCES AND GFI TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #6 COPPER TO HVAC N.T.S. _U =— #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 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 RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BILK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R501.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SO. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS • FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH FBC R703.8 • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED • PLASTER PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3) • WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • WATER -RESISTIVE BARRIERS PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC 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. 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 • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCATION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER FBC R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312.2.2 • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR • C.J. = RECOMMENDED MASONRY CONTROL JOINT LOCATION • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING O Cr o Q N O u7 IwIff NAPLAr3 c o CD rn ca N F`c N co IJL W J tdb i7i J true design studios a) Z O Y U 9000 REGENCY SQUARE BLVD. a) Q SUITE 100, JACKSONVILLE, FL 32211 0 O � o W (A ° .: a) > ' z v. w C'1 � U U w 0 W 0 0 0 rn ti d ti O C%) Z 1U co w W < W L.L.. Z I�J z w Uj O w W w Z_ Q O 0 AukAglh / \ ® Q w Lai 11.1 0 LJ W w OIleJ 1 X LL L L Z z O_ O Q 0 11 W O W Z O a U U_ Q w ABBOT PARK Q O U J U) LL LOT 004-07-A o Q w H Z Z O OPROJECT NO: w -1 2019.007592 O u- Z DRAWN: O = SPBJ o U o wCHKD: LO NE co X w w CL J Q U Q W W � O m Z W Z Q ry 0 O 1 w 2 U) O Q Z Z cn Q 0 09-19-19 0 FLOOR PLAN KEY NOTES (SEE SHEETA000 FOR GENERAL NOTES) d v d Cl d 70'-0" 59'-10" 10' �V-4" 9'-4" 21'-2" 5'-0" 11'-2" 1/2" 5-3 1/2" 10� 2'-4" I 8'-0" f2'-4 o 2'-8" 3'-6" 3'-4" 25'-2" 10 / / 2020 FX HB 2020 FX 2020 FX 3052 SH EGRESS 8 - 0� H.H. 8 - 0 H.H. 8 - 0 H.H. 8 - 0 H.H. 1 180 - N I\ F 171177 III — r\ 14A -- 0 3 SHS o - M �3 PANTRY = m w — n ;143 9'-4" CLG ���' ' .. v06 '` �! N 00 � I ! N / N ; N Ln b � G' KITCHEN 9'-4" CLG \\ 101�' _BEDROOM T��Z-8'1'10�, 2'-4"o 3 `�' BATH 2D[] BEDROOM 2 ! I f ! ! o m N ao DINING 9'-4" CLG 130 11429'-4" � �, 00 CLG 3 SHS ' 4" CLG _ O ` 9'-4" CLG 3 SHS _ 00 1 1 <° ( �r 1668 - �� 21068 :_... : 1668 _ -' ! -- OUTDOOR 108 `* 00 � 9'-4" CLG 00 o N - =o p 00 - - LIVING I . N • ! 9'-4" CLG 102 105 - ----------- --- --- -- f` --- I ! �p ! { I o 12'-4" `- f 7'-5" 4'-3" 2'-2" �, 13' 6° t7,(r --- o F 3 0 FOYER 9 -4 CLG 4'-6" 6'-0" �� o — — ENTRY �p 5 -0 10 o I ! I co ICJ 00 I 00 "' 6'-10" /8" 61_411 8" 9f_2"77 9'-4" CLGI 1 — ` ! I ! \ u GREAT ROOM 9'-4" CLG MM \ �05 _ o 00 - 00 / N (V N --; f I q — _4'-10" 10 12'-Z' 8'-2 " F- 162 9'-4" CLG8'-8LAUNDRY �r _ o — 9'-4" CLG 288000 4 i \ - ,- I F TMTl 21068 CD 163 MECH o N ' ' - ?1121'-0" H U `- -' —�I - • m a �� �� I I I I \MUMI21 - LO `o 1S&1R 1 ! , x I � WIC o Ln Ln 1 = 9'-4" CLG L--� GARAGE LLJ cc N 9'-4" CLG w = OWNERS BATH (D °O OWNERS SUITE �` , 9'-4" CLG CIO N 9'-4" CLG D 0 o �' N FLEX 9'-4" CLG 2 N VERIFY AC COND — ! L...:<:,::. 21068 :.....:::........:.::.: 21068.., 1 125 o0 LOCATION W SITE PLAN / .. cc ..........,, °` 101 �. --- -- `., . 120 ° \+ p N _ vI �i WIC 9'-4" CLG €\\.,.. T o 36"x60" � -------------------- _ 1S&1R - - 9'-4" CLG .�� 121 7 , co L<- -- - --- ° - 1 3010 FX TEMP 3052 SH EGRESS HB 8'- 0" H.H. 8' - 0" H.H. VERIFY AC COND ' LOCATION W/SITE PLAN f— 31'-10" _ 11'-4" 11'-4" 2'-8" 26'-10" 21'-6" f 01 17'-8" 5'-8" " 5'-101/2" � _5'-31/2" , —10 - 70'-0" II 1st LEVEL FLOOR PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" HURRICANE AIR BRACE - ADJUSTABLE COMPRESSOR WALL HUNG PLATFORM e a r co v 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 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 O IV v APE^ 00 d x CD t rn aCk IL W J J � Z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 o o -' 4- .::.. UORHOMN W4W Lu < C� Z w W 0 0 0 >= i~ t� O < U) z W w w ct Z U) LLJ 0 U) w w LL1 Z z ® Q L.0 ® � ww G LLj LLJ �_ O X LL z r O z O � ww N0 Z L.L O a- w ABBOT PARK Q OJ -- 0 Q LOT 00�4-07-A o U Q Z } U) oPROJECT NO: w JO 2019.007592 w Z DRAWN O U SPBJ 8 _ o wCHKD' Liz NE x w w � U Q C/) Z_ C� W Q Z O W � � Z z 0 Q O 09-19-19 p W U_ REVISIONS: W -FDate F-- Q No Description W Un Q 0 (� Z O 2 O U r) w x w Al 10 Q ! - J 1 Q INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS CONCRETE TILE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD 'k�OF PLAN) TRUSSES (RE: STRUCTURAL) I 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 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS VARIES (RE: 12 ELEVATION) F \_­ 'y /. I t 1st LEVEL TOB rhVARIES (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 TYP ONE-STORY WALL SECTION FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD �oOF PLAN) 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 J �8" THICK STUCCO FINISH - TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) SCALE- 1" = 1'-0" VARIES (RE: 12 ELEVATION) ( 1 st LEVEL TOB VARIES (RE: ELEV) INSULATION PER CODE zn ° <) ° a 1i2" 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 —,—INSTALL VAPOR BARRIER ` IN ACCORDANCE WITH ASTM E 1643-98 lmn FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1" = 1'-0" E O 0 O 0 Lo co PEX 0 o 1 r N M 0 teue desk_ul ";budllos U) Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 C)6 r 0 01,HORTON' O co w vt vz ,'. C� U) CkJ U z Q w a) w 0 0 C) 0) Lo 6 cn cn w U) z Lij c m w w w Z U) Z 75 w Q O o 0 O J W W O LJ _ < O CL w O XU = Qr o z ry O O IL w z Q z U z w _ LL O w O -- Q J O U z U) PROJECT NO: U ow w P- ~ Q z DRAIM - IX a- DVO U) CHKD Lu TSD Q IL O m o Lo w U) z — w O U Lu z M 0 co z O ry � U1 LL co Q O z_ U) < REVISIONS: Q 0 r) w w _ I- w J Q 0- U Q u) O A400 z 0 0 — L - 9 Lo 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 i— SHINGLE ROOFING ROOF CEMENT "L" FLASHING SCALE: N.T.S. ® 1. FOLD INWARD at PT. A (1)2. CREASE aAF . CREASE D B PT. A ® 2. FOLD AP D T. B PT. A 3. CREASE at PT. C ®FOLD - FOLD at 45° ® ® ® ®FOLD at 77' ®1. FOLD INWARD at PT. A 2E 2. CREASE at PT. B 3. CREASE at PT. C ot 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM LANGE 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 x X rx I 5x5 WALL FLASHING 8„ w� 0 zw D� QQ x KICK -OUT FLASHING (SEE DETAIL) FELT UND Y P�� WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) SHINGLE ROOFING DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, FASCIA WRAP NOTE: INSTALL KICKO LIT MECHANICALLY FLASHING AT BOTTOM OF FASTEN 4" O.C. MAX ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS) BLDG PAPER UNDER'QUICK FLASH" VENT PENETRATION Em SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATIi 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 -r/ I r 2x SUB-BANDJ\W/l/2"X? NOTCH L @ END, WRAPPED IN PEEL & _ ---------11 °•�� STICK \ ' T DRIP EDGE TEXTURED \ LT FINISH @ WOOD5B'\TEXTURED J 1 1/8° �I ' FINISH @ CMU � \ !� 1 e�l _77— / METAL FASC}A WRAP\18" FROM 11 STUCCOI, 1'°FROM WOOD WALL EXTERIOR WALL \ r (FRAME OR CMU) \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) �A ELEVATION DRIP EDGE, 1" OFF WALL _(NOT INTO STUCCO) 3-COAT / PLASTER �— 2x6 SUB -BAND W/1"x4" NOTCH @ END, WRAPPED IN PEEL & STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB -BAND 2" OFF PRE-ENG'D TRUSS TO BE CUT @ WOOD WALL WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6" 8" O.C. MAX METAL FASCIA WRAP 2x SUB -BAND W/1 y2"x4" NOTCH @ END METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (d� WALL 2x6 SUB BAND © PLAN B WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER. 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 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK -ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL (a- WALL CLARITY WOOD SHEATHING WRB LAYER#1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT WALL KICK -OUT FLASHING i FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK *ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL WALL W/ KICK -OUT SCALE: N.T.S. C7 o 0 CD t� N r O APE^ co O x 0) r r N � co g' J LL LLI J J z U Q 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 C) r 0 W e ca : a aoo .oe 6 0110MN' J t 0 W } U z Lli LL1 [3_ CD O O ti L ti O z U L7 LLI Z W 00 00 0. Ilf W W LLI z Z G W Q O o 0 O w J LL W o � LL Q 0 O X Q 0 Z C O LL ILL Q z_ O z_ a LL 0LL O O -- J L z PROJECT NO: C)LL LLI i� Q IX DRAWN DVO < CHKD Q TS® ILL LL C CO � LLI Lc (1; Z - ILL O LLI Q Q (r U, Z U) (; z _O Q F— C U LL Q L z REVISIONS: Q 1 C LL (r LL 2 F-- LL E 0 0 O y U. 01 PE^ c x (I) Ncf) m N ,pol J z U) U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c: o 6 W H - 1 (/) a see o ago flon4HOMN / \ ELECTRIC METER m \� ELECTRIC METER J f - W / FIELD VERIFY LOCATION FIELD VERIFY W' LOCATION A <�` � S>'�=�.•,:°._> PRE -FORMED CONTROL �_ APPLY STUCCO SCRATCH COAT AND ONE (1) JOINT W/ STRIP LATH 5/8" CEMENT PLASTER \`\ \\` \ZZ LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC 12" WIDE SELF-ADHESIVE METER _ FLASHING CENTERED UNDER • i- r CONTROL JOINT (CLEAN - CAVITY TO BE FILLED U ��� MASONRY BEFORE APPLYING) WITH RIGID POLYMERIC W I/ ISOCYANOTE-POLYBLEN r FOAM ("GREAT STUFF" OR W / SIMILAR) LA STUCCO FINISH A SILICON BASE O \ SEALANT AT POINT THAT C ELEC WIRE PENETRATES : 5/8" CEMENT PLASTER / 6" SELF ADHESIVE LO 12" WIDE SELF-ADHESIVE 1 \ OVER TOP & SIDES FLASHING CENTERED UNDER / I \ CONTROL JOINT (CLEAN � \ SELF FLASHING O MASONRY BEFORE APPLYING) / UNIT 'i - 1 ! PROVIDE STUCCO U) (� 1 PRE -FORMED CONTROL -- a -� : ---- SCRATCH COAT LARGER LU U) a� JOINT VV/ STRIP LATH ___� -� THAN THE ELECTRIC z \ / PREMANUF. METER CAN OR METER w \ DRYER VENT CAP CAN COMBO OR METER A _ AREA TO RECEIVE CAN AND DISCONNECT m 8" CMU , _. � / SEALANTSET IN ONT. � I ) STUCCO SCRATCH COAT � 1 1 I I t SEALANT at w & 1 COAT OF PAINT W/ LL! TOP &SIDES BACK -ROLL PRIOR TO Z ELECTRIC METER - INSTALLATION z W Q CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRICAL CONDUIT PENETRATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. O O Q WOOD CONST BEYOND < 0 FIBERCEMENT -OR- VINYL LAP O WOOD SHEATHING' SIDING OVER APPROVED a WEATHER RESISTIVE ;: �( HOUSEWRAP INSTALLED PER O ti 6" SELF -ADHERING { FINISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS FLASHING BARRIER #1 ± ,� O X THREE COAT STUCCO FINISH EXTEND HOUSEWRAP WEATHER RESISTIVE i WEATHER RESISTIVE } (r$' NOM) OVER GALV MTL LATH BARRIER #1 BARRIER #2 WD SHEATHING OVER 15# FELT OVER APPROVED OVER NAILING FLANGE Z VINYL ANGLED (RE: STRUCT) HOUSEWRAP WD SHEATHING O CASING BEAD WEATHER RESISTIVE �\ (RE: STRUCT) I ® Q (AM66 ANGLED-1250) BARRIER #2 = \ 5/16" X 7 1/4" LAP �:.'. FASTEN TO WD STRUCTURAL lL W SIDING W/ 6 REVEAL MEMBER at 7" O.C. MAX I-� MTL DRIP FLASHING W/ Q 2 1/2" ' HEMMED EDGE SET IN CONT - z STARTER STRIP 7, " TO §a" MID -WALL - / {; BEAD OF SEALANT O CORNER BEAD / DO NOT CAULK OR :): WEEP SCREED z a 8" CMU TRIM (RE: ELEVATION) LL • (FASTENER & 6" SELF -ADHERING a:. �' SEAL OPENING k``) z - SPACING at 7"O.C.) FLASHING �- / t= I - ';i ;;i - Q - o z - EXTEND 12" SELF -ADHERING W N / �1;. .a�T' ® - :I MEMBRANE FLASHING OVER __ J m Q GALV'D METAL -. a - GALV'D METAL ,Z, WINDOW FLANGE SET IN CONT J Q � L - c� "Z' FLASHING ;; FLASHING - 6" WIDE STRIP SELF ADHESIVE - :1 BEAD OF SEALANT O U W rr - w _ FLASHING, CLEAN MASONRY :::j z > _ DO NOT CAULK OR 1 1/4" X 6" SIMULATED BEFORE APPLYING �:.� VINYL FLANGE CASING BEAD = PROJECT NO: j SEAL OPENING T _ WOOD TRIM MEMBER INSTALLED PER MFR 0Lli 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) W Q STUCCO TEXTURED PER COMMUNITY I � CMU 1 1/4" X 6" SIMULATED CASING BEAD SPECIFICATIONS ,::i 1/2" (MIN) STUCCO FINISH z VINYL CASING WOOD TRIM MEMBER TEXTURED PER COMMUNITY W DRAWN DVO v BEAD (AM66-1250) f ' I SPECIFCATIONS � (� 1/2" (MIN) STUCCO FINISH TEXT1/2" (MIN) TEXTURED SPECIUC ATIONSED PER COMMUNITY SEAL GAP W/ CAULKING / X CHKD: Ta�D Q FINISH at MASONRY - OR APPROVED SEALANT / ' I I Q �7 W STUCCO CASING BEAD �/ STUCCO C C O SIDING } O RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION FRAME TO BLOCK � o ( ) z SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. J SCALE: N.T.S. p Q LLI U Q c/) z (D cn Zri CMU \HALL W/ SELF ADHESIVE OR FLUID I- 1/2 (MIN) STUCCO 1 APPLIED PAN FLASHING (CLEAN CMU WALL W/ �8" STUCCO FINISH CMU LINTEL 1/2" MIN STUCCO FINISH FINISH TEXTURED MASONRY BEFORE APPLYING) (MIN) U_ (RE: STRUCTURAL) (RE: STRUCTURAL) (RE: STRUCTURAL) PER COMMUNITY _ I. EXTEND UP AT JAMBS (4" MIN) tiz PRE -SHAPED STUCCO BAND 1,,, , GYP BIRD OVER "GYP BIRD OVER - - - ILL U SPECIFICATIONS �� GYP BIRD OVER GYP BIRD OVER I/ I PRE -SHAPED STUCCO BAND Z Ur I, 1x2 TREATED 1x2 TREATED Q z . ... ..:�-t 1x2 TREATED W/ SLIP TOP INSTALLED PER 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS FU RRING STRIPS FURRING STRIPS MFR WRITTEN SPECS (RE: FURRING STRIPS WRITTEN SPECS (RE: ELEV) - at CMU WALL (TYP) t ELEV at CMU WALL (TYP) PRECAST CONCRETE SILL at CMU WALL (TYP) CONTINUOUS BEAD at CMU WALL (TYP) CONTINUOUS BEAD FLANGE CASING l� ) OF SEALANT OF SEALANT > REVISIONS: Q BEAD SELF ADHESIVE OR FLUID SELF ADHESIVE -OR FLUID PT 1x4 Cri APPLIED FLASHING CLEAN WOOD BLOCKINGAPPLIED FLASHING CLEAN 6. a$" BACKER ROD W/ SEALANT PT 1x4 ( ( SELF ADHESIVE -OR SELF ADHESIVE OR O NO. Descri tion Date o I:: Q PT 2x4 FRAME J p MASONRY BEFORE APPLYING) MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD FLUID APPLIED FLUID APPLIED PT 1x WOOD BUCK PT ix WOOD BUCK-- Z" GYP BIRD OVER ........ [:. PT 2x4 FRAME ANCHOR FLASHING (CLEAN FLASHING (CLEAN W INSTALLED PER MFR ANCHOR I O VINYL FLANGE CASING BEAD VINYL FLANGE CASING BEAD 1x2 TREATED I WRITTEN SPECS (TYP) SHIM AS NEEDED MASONRY BEFORE Z U SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFR AAPPPPLLYY NGl SHIM AS NEEDED AAMppAppSLLOYYNNRGY�BEFORE LLI WRITTEN SPECS (TYP) WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ METALI DOOR FRAME METALI DOOR FRAME U - _ at CMU WALL (TYP) <� `?a" STUCCO FINISH W W TV, I VIL, q8" BACKER ROD W/ SEALANT �a" BACKER ROD W/ SEALANT (RE. STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR I- J INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR XW Q 0- - U CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CU a o M SCALE: N.T.S. SCALE: 1 1/2" = 1'-0" SCALE- 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE' 1 1/2" = 1'-0" z A501 O 0 , ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) LEFT ELEVATION 1/8" =1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION _ VENT VENT PROP PROP Area HIGH LOW # RATIO HIGH LINEAL_ FT LOW 2738 SF 657 in 657 in2 5 115 575 160 1470.4 ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVELB_RG 9' -4- RIGHT ELEVATION 1/8" = 1'-011 WHEN PRINTED ON 221104" 12 5 REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 8" (TYP at BUILDING HEI_GHT(AFF) _ HEIGHT(ABV GRADES ABLE END) 17` 11 718" _ _ — 18' - 7-7 / _8" 12 ;Z- 5 1st LEVEL BR- ---------- 1st LEVEL BRG_ - - - 91 4" _ 1st LEVEL FFE,,. U-011 _y F 2" OVER 40 260 (+1' PROJ) '. SLP TOP = - 1st LEVEL FFE - O--------------------- FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"x3411 3068 w/ 3010 TRANSOM ABV 200 - CONCRETE Ti LE ROOF 201 - SHINGLE ROOF 202 - TAM KO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MI LLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE WISTUCCO PARGE COAT 221 - CEMENT PLASTER FINISH -OVER CONCRETE MASONRY SHALL BE 1I27 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 DRA'VINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD I N ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224 - R BER CEMENT SHAKE SI DI NG 225 - FIBER CEMENT BOARD A BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 1 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - Z x TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED -1 " PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 27 PROJ U.N.O. 262 - 1 "x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER -SIZE AS NOTED 264 - DECORATIVE BRACKET AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER- SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TI LES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. k OF LIGHT TO BE 6'-Y' A-F_F_ U.N.O. BUILDING HEIGHT (AFF1 17' - 11 7/8" 4" 1st LEVEL BRG - 411 18"x62" 1st LEVEL FFE 01-0" 0 O CD 0 N LO 0 APEX c o a) 0� 0 I SV r r co J LL t .0 W S I J >O z O Ua 9000 REGENCY SQUARE BLVD. � Q SUITE 100, JACKSONVILLE, FL 32211 0 o O 4.1 r (� w��������������������������������������� RRHORTON' (D \z aA 'u, —J co \ t \ �� \�g€.�� , . LLJ Q C) U) U z W (D w 0 0 0 rn ti L0I- ti >= O U) z W U U) ll' W m W 0 � m w w z_ `� �•P (D > Q Lli < � Lv � Lu ® uJ d X zz LL r O z 17— 0 0 0 � a_ z rr IY O a- U W Q w ABBOTPARK Q O U J -___ U) U- LOT 004-07-A 0 Q w U Q z z C� W O PROJECT NO: Lu 1 2019.007592 O IL z--- -- - - O DRAWN: U SPBJ CD CHKD: LO NE X w w Q U X Q m z 0 W Q z 0 O Lu r� G V Q z z _O 09-19-19 p F- W U REVISIONS: Lu LL � Q No. Description Date w 1Q U) O I- O O z z-- - - - - - - -- O T U n w I-- x A200 w n i U_ a m� VERIFY AC COND LOCATION W/ SITE PLAN �j: ......... .................... �MlY PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A SERVICE: 120/240V.10-3W MOUNTING: SURFACE DESCRIPTION LOAD POLES BRK TYPE CIRCUIT CIRCUIT PHASE NO. NO. j BRK POLES LOAD DESCRIPTION i TYPE — WATER HEATER F 2 30 1 A 2 20 R KITCHEN APPLIANCE 3 B 4 20 1 R KITCHEN APPLIANCE SYS. 1 CONDENSING UNIT M 2 30 5 A 6 20 1 L,R GREAT ROOM 7 B 8 20 1 L,R DINING SYS. 1 AHU M 2 20 9 A 10 20 1 L,R BED 2 11 B 12 20 1 L,R BED 3 DRYER F 2 30 13 A 14 20 1 L,R FLEX 15 B 16 20 1 L,R OWNERS OVEN/RANGE F 2 40 17 A 18 20 1 L,R GARAGE/EXTERIOR 19 B 20 20 1 - SPARE REFRIGERATOR F 1 20 21 A 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 B 24 20 1 - SPARE DISHWASHER/DISPOSAL. F 1 20 25 A 26 20 1 - SPARE MICROWAVE/HOOD F 1 20 27 B 28 20 1 - SPARE LAUNDRY R 1 20 29 A 30 20 1 - SPARE Li 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" ELECTRICAL LOAD CONNECTED DEMAND FINAL LOAD LOAD DESCRIPTION LOAD (VA) FACTOR (VA) GENERAL LIGHTING (3 VAIFT2) SMALL APPLIANCE 6102 - - - 15,30 SMALL APPLIANCE 1500 - - _ LAUNDRY CIRCUIT 1500 - L- DISHWASHER 1500 - WASTE DISPOSAL 800 - WATER HEATER 4500 - - OVEN/RANGE 14900 - - MICROWAVE/HOOD 1000 GARAGE DOOR OPENER 600 DRYER 5400 - GENERAL LOAD 10000 100% 10000 - GENERAL LOAD 29302 HEATING/AC (2.5 TONS + 3 kW) 6438 40% 11720.8 100% 6438 TOTALS 45740 - 28159 120124OVSERVICE/FEEDER LOAD (A) MAIN BREAKER (A) 117 200 JB WP GFI HB VERIFY AC COND LOCATION W/ SITE PLAN ELECTRICAL LEGEND SINGLE POLE SWITCH 3-WAY SWITCH DOOR BELL BUTTON 3 CHIME DOOR BELL CHIME �4 4-WAY SWITCH GARAGE DOOR DIMMER SWITCH 220 VOLT OUTLET BUTTON GARAGE DOOR OPENER GFCI DUPLEX OUTLET 0 u—u yjy G DUPLEX OUTLET I CEILING OUTLET I FICLG AFCI DUPLEX OUTLET (b FLOOR OUTLET ®. SMOKE DETECTOR 8 JUNCTION BOX JB © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET SERVICE PANEL A NETWORK OUTLET TELEPHONE OUTLET PANEL PH SERVICE METER m GARBAGE DISPOSAL M WALL MOUNT LIGHT FLOOD LIGHT SINGLE SCONCE 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 4- KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT MINIATURE PUCK HANGING PENDANT PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT El FLUORESCENT LIGHT ®FR FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN( PRE -WIRE FOR CLG FAN .'� ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT ROUGH -IN p aJ 0 o O APEX N (x) o cll rn m C'') a y J LL W J J > true desist studios Z O U J 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 (n 0 o o .41- W c sos o a�oe o000 U r- in 0110190N > � r K5611-5- 120 W \ k e.. Q ,- O W � N U Z W W ry 0 0 0 L0 >= z W U Q W J z w ED W c) m 0 W W z � O LL1 � Q Z 0 0 LLI LL, W o J � LLJ LU o Iy x LL LL z z o 0 Q o IY W O I_ 1 z rr rlr O a_ U LL � W ABBOTPARK Q O U J U) U_ o LOT 004-07-A LU U Q Z Z O GPROJECT NO LU -j 2019.007592 O LL Z DRAWN - O U SPBJ o LU cHK Ln x NE W LU W a_ J � U xc/) W }- (3 m Z_ 0 W Q Z I) O W � QZ z 3: co Q O_ 09-19-19 C) F— W U REVISIONS: Q No. Description Date ~ W (n J — Q � U U) O F- p O z Z O 7-0 U Lu I— X El 00 W D_ Q DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NnTFS 3 4 TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 Buildinq Code Florida Building and Residential Codes , 61" Edition (2017) Code for Design Loads ANSUASCE 7 ROOF LOADING'...............................................0 d = 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 C:ATEGORY..................................0 BUILDING CATEGORY...................................11 ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF ........................0.18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING .............................................. Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD .......... . 5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES ............................................. TL / 180 TL MAX V UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL/240 WOOD I JOISTS ............................................... TL MAX LL / 360 BEAMS'........................................................... TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED 3/" 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 ft22 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 F +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 F +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 _+91.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BETAKEN AS THE 1ST 4.0' PER FIGURE R301.2 (7) 4.0 FT 1 ST FL (TYP)I -7END ZONE DESIGNATION TILE ROOF MIN %2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION Y 0 U z � (NOTE 5) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND w 8" O.C. IN THE FIELD �- ¢ O O '-J z SHINGLE AND METAL ROOF NIIN " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION �s O � (NOTE 6) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN Ya" 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 1/2' 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 '%2" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. ZIP SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 3. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 4. 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. 5. 9/32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, ''/3," APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 6. 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 TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER IF DIAMETER LENGTH 8d COMMON 0.131" 2'/2 8d RINGSHANK 0.113" 2=/3' 10d x 1-%" 0.148" 1-Y2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 13-'A" 16d SINKER 0.148" 3-Y4" 16d COMMON 0.162" 3 Yz" NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. PRESERVATIVE ACZA FASTENER TYPE STANDARD CARBON STEEL SODIUM BORATE NOTE 1 ( ) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER. VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. I l' I V MINIMUM BEARING CAPACITY OF 2 000 psf IN 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A P U 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. 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 '/2" SDS SCREWS (8)'W' x 1'/2" WS15-GC DTT2Z IN STUD '/" 0 X 4'Y2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '% 0 x 4'/2' EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/2"IN (18)0.162"x2'Y2"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 'Y2" MTW12 (7) 10d x 1 Y2" (NOTE 2) �$' Q x 6" EMBED ANCHOR 9$" O x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 'Y2" 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) 5," O x 6" EMBED ANCHOR )8" O 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 7i8' 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7/8' Q x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d COMMON IN (7) 10d COMMON IN (7) 10d x 1 '/2" IN TRUSS (7) 10d x 1 '/2' IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) A" x 2 %" TITEN (5) 'W' x 2 'Y4' TAPCON IN SCREWS IN MASONRY (11) 10d x 1 '/2" IN MASONRY (11) 10d x 1 %" IN (8) 10d x 1 '/2" IN TRUSS (9) 10d x 1 '/2' IN TRUSS 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 1/2" IN (11) 10d x 1 '/2" IN STUD (12)10dxI %" IN STUD (8) 10d x 1 Y2" IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER (NOTE 6) )8" Q x 7" EMBED EPDXY PAU44 )8" G x 7" EMBED EPDXY HTSM20 (12) 10d x 1 Y2" IN HTWM20 (4) /4' x 3" WEDGE BOLT STUD (5) 8d x 1 Y2" IN FOR EQUIVALENT IN STUD (5) 8d x 1'/2" IN (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 %" O x 7" EMBED EPDXY 5 " O x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE PAU66 (12' EMBED AT GARAGE HA8 (5 8d x 1 Y2' IN RT7AT (5 8d x 1'/2" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1 Y2" IN TOP PLATE (5) 10d x 1 Y2" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1 Y2" IN TOP PLATE (5) 10d x 1 Y2" IN TOP PLATE (16) 10d COMMON TO HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) '/4 x 2 %" TITEN LUGT2 (5) LT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY (26) 16d SINKER OR EQUIVALENT (28) 16d SINKER IN WALL (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS '/4' x 2 ''/2" (1 (12) WS25 '/�' x 2 'Y2" � (4)W x 1 /2" SDS SCREW 4 '/4' x 1 Y2" WS15 SCREWS () IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGAI0KT (4)%" x 3" SDS SCREWS HGA10 (4) 'W" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS A" x 1 '/" SCREWS (4)'/4' x 1'/i' WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER 'W HGAM10KT IN TRUSS/ RAFTER (4) 13/4" WEDGEBOLT (4) x 23/4" TITEN SCREWS IN MASONRY OR ENT 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 Y." 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'W" 0 x 1 Y4' 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. 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 �::W EACH WAY OSB ORIENTED STRAND BOARD CD WSP WOOD STRUCTURAL PANEL N SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS 00 O.C. ON CENTER L SL 1.55E TIMBERSTRAO LSL ENGINEERED LUMBER., 1 M" WIDE, UNO. CD 0' (3 Y2" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/a" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 %" WIDE r PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 ''/2" WIDE, UNO. �d SYS 42 PROPERLY RATED OPEN WEB HEADER \1 INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS LL_ OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS w INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS 'Y2" ANCHOR @ &-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) z STRUCTURAL WOOD BEAM U) STUD COLUMN KEYNOTE v Q NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. CD NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS O 2 2 STUDS u) w �0 2 F ANCHOR l 0 MATCH WALL FRAMING SIZE AND GRADE, UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN U) U) BOTTOM OF SFUD 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. Io "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN ILL] NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE Q HEADER STRAPPING KEYNOTE ::D NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD U) 1 nMSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD (� 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION z 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD W GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDOWNS/STRAPS AT BASE OF KING/JACK GROUP CD O NOWBEARING HEADER FRAMING KEYNOTE D C00 NO OR - # - NUMBER OF KING STUDS EACH SIDE OF OPENING r` a LO - HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY r' LOADED CONDITIONS ABOVE 0 z 42 SYP HEADER FRAMING KEYNOTE co (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING co LLI NUMBER OF JACK STUDS EACH SIDE OF OPENING z DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE lu 2 9Y2"LSL-1/2p O NUMBER OF KING STUDS EACH SIDE OF OPENING z NUMBER OF JACK STUDS EACH SIDE OF OPENING �5 HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) LL1 DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 3/" WIDE UNO) E HEADER FRAMING L_ 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. Z_ STAGGERED. 0 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. Q 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. Q� 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . 0 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. n_ 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PIT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST 0 U FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR < OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1- Y2" @ 16" O.C. OR 0 • DSP w/ (14) 10d x 1-1/2" @ 16" O.C. OR LL • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 '/2" (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. - Z FRAMING NOTES C� 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. o ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN 0 A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. FP - 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN X w TABLE 2304.9.1. I_ 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. Q 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. ED 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, UNO. L1J 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD w z U) ID O_ I� 0 LL U) i O O z T_ w X LLI n 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 i3 0,FHOON e 4,� '37"= t LU W UL X LIL 0 0 LJLJ z CL LL W ABBOT PARK Q U) LOT 004-07-A 0 Uj II "ram% . ,,, - _v_M't. , �'; :; r- PROJECT NO: 2019.007592 LL SPBJ CHKDL FAF U) _7 n A ■ 2019 V3.0 It 4 ,-4„ 8'-0„ 70'-0" 701 I _ ------- -- 1 . ... ■ -------------- I L - -----------4-,..:�-..:_..::::_::.,..._.� -I-- ------------I -- I ----- I i-N j- o�--------------� I ■ g H I I i 't '. 14'-3„ - - - - .......::............ .. ...:: .... .... .... .._ ......... ■ I T-2.D I NI 1 1 c) I MI _ I I ......: I I CQ SLP I r ■ 1 ....... .......................................... I ...... ........ B - I-- - - - - - ------------ 2-6 I �I ■ I 6 �T pi, 1 I ■ Fj - _ OPT T-2.D NI 1 J 1 - - 1 q 1Z I 1 1 I■ ■ ■_ -- 1 I SLP - I 10 o I I 6 I �� q 1 I U_ CO)i I I OPT T-2.D 5141 IWC9 til I I I I I I� I 1----------J -- I� rt-- -� I 1 1/2I I ' I I i 1 I I■ ' 4 5 1■ I -_■ I 1 I I I ......... :: _; I I I T-2.D T-2.D I r..........., , T-2.zo ■ ■ ■ I I I I !..........� 4 - -� - SLP 4., I II 1 I 11 J q _ _ \ UNDER DOOR I - i I I I I 1/2" ED _ 4W 1 /2" _ --4'-600- *2'_1 "4 _ _ _ _ _ _ 11'-5" _ _ _ _ _ i 2'4 1 /2" 20'-8 1 /2" I 1Jf I T-2.D I I I 4 T-2.D 14 ■ 29'-0" I T-2.D €:..... 4 I I C'4 I L— — — — — — — — — — — — — — — — — — — — — — — — — FOUNDATION PLAN 1/4" =1'-0" WHEN PRINTED ON 22"04" .A% � I I - - I - - - - - - - - - - - - - - - 5 _ I SIM 9" CURB 70'-0" ■ 5 T- 2.D I ■ p— — — — — — — — — — — — - ■ GENERAL FOUNDATION NOTES: CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. • 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 EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. MASONRY STEMWAL,L AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE, SEE SHEET ST-21) 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-20. a U O O O CNIAPEX0 O lx� Mom., LJL- L LLt S J J � true design studios > Z O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p ❑8"x8" A DEEP THICKENED 12" DEEP FTG UNDER BOX Op 'a EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN w C❑ 16"SQx12" DEEP FTG 24"SQx20" DEEP FTG N 1IN090N w/ (3) #4 EW 4) 30"SQx20" DEEP FTG El 36"SQx20" DEEP FTG > bow& w/ (4) #4 EW w/ (4) #4 EW m a 48 SQx24 DEEP FTG FH #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY w w/ (5) #4 EW, T&B w NOTES ON ST-1 1 1/2" SLAB EXTENSION-11 a AT FULL ROUGH cn OPENING WIDTH } Z w U' w O O O rn ti LO ti Z co CD � W w J Z w W O LU Q _z Q O (9 ,� Q Q w W w -2 W W W J X z aZ Z O O U w a z O a U LL ABBOT PARK -' O U Q LOT 004-07 A w t- Z Z Ilk ��O PROJECT NO: IJJ O 2019.007592 0 Z DRAWN: O 3: SPBJ o CHKD: LO x EAF UJ a. Q Q ♦♦�� �g'C INTEE �N•,u) ♦ �•'� �i 0 ,•••tooZ NLLJ ZO L1j:S:•� I-- W CD U REVISIONS: LU U_ m Q No. Description Date w (n J Q >- U C� CD SANITARY ISOMETRIC J 1 0 Z Z U 10 0 w i- x w ST=2 a CMUIMETAL CONNECTOR ENGINEERINGa 1 * • 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER BEARING WALL FOOTING SECTION JI CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F;F. SEE ARCH —, — — a — — — — (MAX 20" 4 ° a e I DEEP) /1 41, i /, 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x WIA WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB I BLOCK W/ (1) #4 OR #5 CONT. W % Q Q 0 VAPOR BARRIER �� j// I � 0 0 #4 OR #5 VERT REINFORCING �\ UP TO 3 COURSES: 72" O.C. \//\/ I /\ 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM \i/, /\\, \X, ADDITIONAL #4 OR UNDISTURBED SOIL / #5 IN BRICK LEDGE 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 (2W5 CONT 2-STORY: 10" x 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 WI AXW1.4 (1) #4 OR #5 WWF OR FIBERMESH > Q � CONT s • OCT!W W y .— --L —A.� • co FZ'FINISH • .. s.. p GRADE \/\\/��/\�/\� r /\�/�\//\ \ #4 OR #5 VERT REINFORCING //\\ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48' O.C. / • e \ I FOOTING TO BEAR ON FIRM /\ UNDISTURBED SOIL ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT T_STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY, EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT: 3 MAX VARIES PER ARCH PLANS 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE 1 12" MIN CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24" , (1) #4 OR #5 90' BEND @ 48" O.C. _ e _ 14 VAPOR BARRIER / FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WALL w/ ,2) #5 M (2) #4 CONTINUOUS 16" UNDER 2 STORY WALL w/ :2) #5 OR (3) #4 CONTINUOUS *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN Q ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-O" 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 C� L C? 0 rn °-------,— . SEEARCH N A > \\ \\ \\ \\ \\ \\ e p e (MAX 16") 0 O 75 VAPOR BARRIER/\�\\ .' \/ \\/\/\ �- / � " .\\\\\ APES \/ / 12 MIN./\\ \\\'/\\\i �/ \ � 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 a BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS W J tds j� J true design studios 4)4) &FOLLOWING NOLITHIC FOOTING SECTION NTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE OCCUR: Y N' • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SURE 100, JACKSONVIILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0' PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O �' 0 N'' CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR LU FIBERMESH F- 4 offfiffoN ci \�\\ . a / m 16" — VAPOR BARRIER Q a t G7 3 BEARING WALL FOOTING SECTION U Z W CONCRETE SLAB W/ 6x6 Ix W WIA x W1.4 WWF OR 0 FIBERMESH 0 dN 0'-0" A.F.F. 0 e — SEE ARCH ° q \° DETAILS \ \ a a 8" MIN ~ ♦♦ ^^ Z L� 8"x8" THICKENED 8" CO FTG AT V) W w.. VAPOR BARRIER STEP-DOWN, SEE z z W PLAN 4 CURB STEP SECTION m Uj O Cn Ix W Q 5 W �8" UNDER MASONRY WALL Z_ CONCRETE SLAB W/ 6" UNDER WOOD WALL > Q Q Z M A 6x6 W1.4 x W1.4 WWF W ■■■■■ W OR FIBERMESH VARIES SEE ARCH Q J — — —' — e — 4+ — ° (MAX 16") W W a < ea O x LL \/\/ O Z VAPOR BARRIER/�\ a �/' \ /�//�//�//i// p 6" OPT. EXTENSION IN BRICK LU LOCATIONS ON FND PLAN d Z W_ w 12" UNDER 1 STORY WALL w/ a- (2) #5 QR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 V 16" UNDER 2 STORY WALL BAR IN BRICK LEDGE w/ (2) #5 OR (3) #4 CONTINUOUS ABBOT PARK Q O c) GARAGE EXT WALL CURB SECTION J � 5 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 00"7 A FOLLOWING OCCUR: W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" H . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — C� PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. (n O PROJECT NO: w CONCRETE SLAB W/ 6x6 -j 2019.007592 W1.4 x W1.4 WWF OR FIBERMESH Z O DRAWN: 0'-0" A.F.F. SEE ARCH IRK (j SPBJ o a — — = — (MAX 20' ° 4 e e. I DEEP) CHKD: G — — a e C w C Glir /� e • ° 4' W d W J 4" EXTENSION a �tt11111f/��� U UNDER BRICK VENEER ♦♦` S'(1N Lq/I�� ��i 12" UNDER 1 STORY WALL VAPOR BARRIER >' m •• G 1V S '• V F ••.• ki Z41 w/ (2) #4 OR (2) #5 CONT 16" UNDER 2 STORY WALL W 00� % N 1 W/ (3) #4 OR (2) #5 CONT > BEARING CURB STEP SECTION w ST E OF a) Q •� �. •.� p R %O .•�� Z Z • � ,� S •••.••..•••♦♦ i I I TYPICAL REINFORCING FARS AT OOTING, S EKENED PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS - - — — — — — — — — — HOUSE SLAB I RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS CD O 09-f � N A� �����♦ _�-19 p I— LLI U REVISIONS: Q No. Description Date ~ W (n J >- U J O O Z U � F- x W ST=2mD 0. CMUIMETAL CONNECTOR ENGINEERING¢ a ,4 m '-4" 8'-0" 1 4'-5" J 3'-5" 6'-8" 6'-8" 6'-8" , 5'-0" ,, 6'-8" r 61_8" J. 6'-8" , 71 _0" L 7'-0" 6'-8" L 6-8" 6'-8" L 6'-8" L 6'-0" L 51-4" 4'-8" 61-8" 6'-8" 7'-0" 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" =1'-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 8U LINTELS MAY BE FILLED OR UNFILLED. • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST -LINTEL OR EQUAL. • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS 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 Qo (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 ❑o NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1. NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 ORR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 0 MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 ,IZ (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 LINTEL SCHEDULE LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS L-1 16'-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 3'-0" 81.18 L-3 2'-0" 8U8 L-4 6'-0" 8F-16 L-5 8'-0" 8F-16 SGD/ REAR PORCH L-6 9'-0" 8F-16 REAR PORCH L-7 111-8" 8F-16 REAR PORCH L-8 41-8" 8F-12 FRONT PORCH O O N O N co O rn N N M J LL w J J Z O co U a O O w F- G7 0 J m w Q cy } Z w 0 w w O O O O ti LO Z w m w w W 0 O LL 0 F- 9 O a O U Q 0 O J Q U Z } 0 O J O w X w a xQ Q m W w Q O F- LL Q } 0 O J O Z 2 U w F- X w a APEX t d Q JD true design studios j 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 > o m wa o � w 0 w w X UL T- W F- Z R a IL ABBOT PARK w Q U LOT 004-07 A o w F- Z 0 PROJECT NO: LLI 0 2019.007592 LL O DRAWN: SPBJ o 0 CHKD: LO EAF cl) w J ,`���►►!!lttrrrr��, LA��c� ���i w cl) ♦♦♦� vS�,N NokEO �� ST : ��/ W '��iO�,� p R fj O t' . `�� Z AL ��.�`♦ rrt11<� 09-1T19 p w REVISIONS: No. Description Date ~ w J Q U O Z O 0 ST=3 CMU/METAL CONNECTOR ENGINEERINGa Is 1st LEVEL ROOF FRAMING PLAN 1/4" =1'-0" WHEN PRINTED ON 22"04" B3 ST-6 TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 23'-9" 26-0" 16" 13'4" 17'-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILINr2 JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 19'4" 25'-8" 26'-0" 16" 11'-3" 17'-8" 23'4" 26'-0" 24" 9'-10" 16-6" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING ,KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING). OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8................................... (6),12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS Y4 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS Y4' 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS Y4' 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6...................................(3) Y4' x 4-'/i' LONG #14 WOOD SCREWS PT 2x8...................................(5) Y4' x 4-%" LONG #14 WOOD SCREWS PT 2x10.................................(7) %" x 4-%" LONG #14 WOOD SCREWS PT 2x12.................................(9) Y�' x 4-Y" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. STAGGERED • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 0 M rn 0 N O O N u7 v- N O 9 O N N cM J LL w J J z O 07 Y U Q '7 O O v- w H co J 1a w Ii Q C'J G7 z w (19 O O O O ti d' ti z w U) m W w w 0 0 LL O H O a 0 U Q O J LL Q U z O J O z 2 w X w a Q m w O LU O H U LL Q U) 0 0 O 2 U w F- X w a APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 w Q J O W cis Q Q � 0 m w o 0 J W w W � � Q LL PROJECT NO: ABBOT PARK LOT 004-07-A 2019.007592 DRAWN: SPBJ CHKD: EAF S+ i so • aft No 85166 : ;. :-o• . so we '. STA OF .' so C- . 09-1 -19 REVISIONS: No. Description Date ST=3A LU ti X O w z LL w J Q U w F— Q z w 0 LL O 0 O 0 w J 'Q U U z_ 0 0 z w w 2 F- LU J Q U 0 z 0 CMU/METAL CONNECTOR ENGINEERING¢ A 4d or A TRUSS TO TOP PLATE MOISTURE HARRIER / W/ H2.5T OR RT7AT, BETWEEN MASONRY AND I OR SDWC15600 NON -PT LUMBER BY OTHERS UNO ON PLAN I VERT. REINFORCING T HAVE 10" STANDARD I HOOK INTO BOND BEAM I . EVERY OTHER STUD TO TOP PLATE I W/ SP2 OR SPT24 9R SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 ril 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 IY2" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1 COURSE CMU BOND AM W/ #5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE I W/ SP1 OR SPT22 OR SDWC15450 I • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 i 2x NO. SPF OR BETTER @ MAX 16" O.C. 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) BOTTOM PLT ANCHOR a %" THREADED ROD ANCHOR W/ MIN 4" g I I PROVIDE DOWELS TO MATCH EMBED W/ NUT & WASHER IN SIMPSON W) I I VERTICAL WALL ACRYLIC -TIE OR EQUIVALENT z REINFORCING W/ MIN 25" LAP (IF DOWEL IS OMITTED ADHESIVE @ MAX 48" O.C. g I I IMPROPERLY INSTALLED, OR DRILL AND EPDXY DOWEL OF '/2" WEDGE BOLT W/ MIN 4'%" EMBED W/ I EQUAL SIZE W/ MIN. 6" WASHER @ MAX 48" O.C. I I EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN ° v _ e \ °. I e MASONRY) a Q Od /\\ \\\/\\ d \ BOTTOM PLATE ANCHOR NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. • INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). INTERIOR LOAD BEARING WALL EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) MO BAI OTI 1 CM BE CO MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END. 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN'" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. 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 MISLOCATIO FASTEN 2x6 NO.2 TO TRUSS W/ MIN FOR MISLOCATIO INSTALL NEW MA; STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY CONT. 6 •- WITH MIN. • LAP v 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x NO.2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (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. STEP DOWN TIE -BEAM DIST. FROM DOORJAMB / WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOORJAMB / WINDOW TO BLOCK MIN. SCREW LENGTH 4' OR 114' PER MANUR 3" 5" 1%' 3 3�6 5" 1 /16 43 3 ,4' 33/4' 6„ 21/4' /„rOOOOOOO TYP I CAL DOO I (TYPICAL FOR ALL MASONRY O U O O CN N APEX U O N N O Q i m N cM C I.L. W t s J J 4)true design studios O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O CT O O w p; W 014HOBON J ; t +• m wzzz' Q Cy G7 U W W D! O O O O ti 0 Z U) Q w w W J Z W W O u� w Q F- z Q W m W o 0 0 0 J W o W W X LL Z a O ZO H w d z O 0- U_ ABBOT PARK J O U J cn U- LOT 004-07 A 0 Q w U Q _Z Z } 0 OPROJECT NO: w 1 2019.007592 Z O DRAWN: U SPBJ c w CHKD: X EAF W w Q Q U co •..E.N..S. ••� � �i 00 • NQ 516w O, ST E F w 0: Gc/ir: co i��sis,O N At- 0 09-1 -19 p w co U REVISIONS: Q No. Description Date W (n -J Q >— U (� co 0 O O Z 2 0 U w F_ X W ST=5 a CMUIMETAL CONNECTOR ENGINEERING¢ M','..-l:.ty^.'=Y. �F t ��Y§�'Ta.'fA �'a-i -.sq,. w..-x•�q,{. �.. IF A 4 r MOISTURE BARRIER BY OTHERS TOE -NAIL MIN 2x4 NO.2 SYP-BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE? FASTEN 2x6 NO.2 SYP 'T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. UPLIFT CONNECTION PE TYPICAL WALL SECTION J:.. TYPICAL PORCH CEILING BOARD PER PLAN. SEE: TABLE 2; SHEET ST-1 (PORCH CEILING BOARD) AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. v v IT a N Z ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN PRE -CAST LINTEL PER PLAN FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER 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 PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (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 0 48" O.C. W/ MIN (7) 10d x 1%" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 M MSTAM36) 8'-1" ABOVE OIL_ F.F. 2x6xl21 CENTEI Z•TI•T 6-1" ABOVE F.F.E. " DIA. ANCHOI 4'-9" ABOVE F.F.E. 2'-9" ABOVE OIL F.F.E. 2x4 PT TOP rLOF OPENING 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 48" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/" x 116" 0'-9" ABOVE 09LTHICK 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 VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM TOP OF WALL I I I I I I I I I I I I I I I I I I I I I I � I II I II I I I - i---i------ ---------------- I I I I I I I I I I I I I I I I I PRECAST LINTEL SEE SEE PLAN 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 i NO.5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED I I I I I CELL EXTENDING FROM FOOTING l i i i TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL l i i i PLACEMENT PLAN. MIN 6" BEND I j l I I AT BOTTOM. II II , I l I I CONCRETE l i i i FOUNDATION WORK TOP OF FINISH I PER PLAN FLOOR SLAB I I I I I I I I I I I / I I I I I I \ \ I I I \ \ I I I i I I -`____-` GARAGE SHEAR PIER TRUSSES NEEDING BRACING O U O O O APEX 0 N O � (Q V N M I LL, LL J tds J true design studios 4)4) z 0 C0 �) U 9000 REGENCY SQUARE BLVD. c LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 0 � O 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. w 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). i N a 5. DESIGNED PER BCSI-133, 2007. N TMAX T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SCAB BRACE FASTENED TO WEB W/ 10d AT 6" O.C. `IF (2) BRACES ARE REQUIRED, APPLY (1) BRACE -6 MAX TO EACH FACE OF WEB. BOND BEAM REINFORCEMENT (SEE WALL SECTION) — FILL SOLID TO BOND BEAM CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4` 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4` 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6` U z W 0 NW w O O O SINGLE TRUSS BRACING ti 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL Iul ,- RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ♦^ ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z V, 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR W SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (A 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W GRADE AS WEB TO BE BRACED. � � � W Uj 0 cn W Q z_ \Q O / 0. Q LU W o oc W W OLL LL X z r' O z - 0 8 F - # . DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-# BOND BEAM REINFORCEMENT (SEE WALL SECTION) I r COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED 0 8JU8 a LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 BOND BEAM REINFORCEMENT p J (SEE WALL SECTION) O = FILL SOLID TO BOND BEAM a 0 Z a uvi Uj U LL. =p LINTEL REINFORCEMENT ABBOT PARK J ' O U 8 F -1 - #- DEPTH OF LINTEL ASSEMBLY "d" Q LOT 00"7 A w V #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND z Z z BEARING AT EACH END } 0 GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: Q 8" PRECAST LINTEL. SEE PLAN. O 2019.007592 8F-1-# U DRAWN. SPBJ O r O CHKD: x EAF CO a a F •, •, z W 60 ;' 851 z 0,�- W': S TE OF : �4U s •..... . O_ 09-�1� -19' p H W U REVISIONS: co TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W fA -J U U) j O z z 0 10 p H x w ST=6 a CMUIMETAL CONNECTOR ENGINEERINGa A, W731 O? by ski 101�' 41, 77-7=77 -1-7-7,