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HomeMy WebLinkAboutBuilding Plans1 AREA (SQFT): LIVING...1439 GARAGE ... 489 ENTRY ... 17 LANAI ... 200 TOTAL ... 2145 WINDOW SIZES (3014)...36"W X 24"H FIXED (1 H4)...27"W X 50"H SH *(25)... 38"W X 63"H SH `(35)... 54"VV X 63"H SH ALL SIZES ARE APPROXIMATE. REFER TO MANUFACTURER SIZE CHART FOR ACCURATE DIMENSIONS MEETS EGRESS REQUIREMENT SEE PAGE N1 FOR ADDITIONAL INFORMATION CONCERNING AREAS THAT REQUIRE SAFETY GLAZING. CEILING HT: 8'-0" AFF UNLESS NOTED INTERIOR DOOR SIZES WIDTH: (1 /6)...18"W (2/0)... 24"W (2/4)... 28"W (2/6)... 30"W (2/8)... 32"W (3/0)... 36"W HEIGHT: 6'-8"H (4/0)... 48"W (4/8)... 56"W (5/0)...60"W (5/4)... Ill (6/0)... 72"W DOOR SIZE EXAMPLE: (3068)... 36'W X 80"H (3'-0"W X 6'-8"H) (3080)... 36'1NX96"H (3'-0"W X 8'-0'H) (XXXX)... WIDTH (FT) AND HEIGHT(FT) NOTE TO FRAMING CONTRACTOR: MAKE MINOR ADJUSTMENTS AS NEEDED TO ACCOMMODATE FOR PLUMBING. M0H4w,%' Lud§eGbunq° Ethwi ammentaliHealth 91WR TAE)gp wmdA&r(Wnstru,Atiast I S`etpt�elAAI IFR�iiut�s$i�R4�nsfft6r (4STDS #5�i5F;�y395o 8&VOfI�INff69 3a35'S [Date: 242 Revilamferf PAGE INDEX: (1 1) SHEETS A1.1... FLOORPLAN A1.2... FLOORPLAN A2.1... ELEVATIONS S3.1... STRUCTURAL DETAILS PM4.1... PLUMBING AND AC S5.1... ROOF PLAN S5.2... TRUSS PLAN S6.1... FOUNDATION PLAN t S6.2... EXTERIOR WALL PLAN E7.1... ELECTRICAL PLAN N1... NOTES AND PRODUCT APPROVAL REVIE' )DE C( r. LUC ALL DIMENSIONS SHOWN MAY VARY SLIGHTLY DUE TO MATERIAL SIZES AND THICKNESS. STEPS THAT ARE SHOWN MAY VARY IN NUMBER OF STEPS REQUIRED. o MOM. rMr A ff1 w All. ..0 111111 L All .. n.. Draftsman will apply due diligence against errors and omissions, but errors and omissimsmay occur. Rease review your plans, as well as your builder, Trinity Drafting LLC will wrrect all errors an Vor omissions prior to constmcti on without cost. Draftsman's liability limit will notexcmd the price of the plans. TRINITY DRAFTING LLC 813.482.2463 www.trinitydrafting.com Jody Willis... owner 713 Whitehall St. Plant City, FI. 33563 J z 0 DRAW DATE: NOTE ... PLAN MUST BE PERMITTED WITHIN 6 MONTHS OF DRAW DATE OR REVISION FEES MAY APPLY N \\' d to qk j m M Lj a a In N m II N 0 C O� m M I O q �-IIQ N wO^M M'Ei mrn»-vOMM^E 0 C O N N II. 0 d j M I mm U C Co U 04'Q, C OI'N m •� O m O 01C 3a C Z C; C do m 0 �L a c Z d CrL C�O '`Emcv%oO N w C M m o a Z :_ :r — x 3`ww0n a0L).. z J � Z Uj 00 O J 2 F— W z F- W C/) CU �z_ U> W J U U) z_ U J U. W U W CL H 0 DATE: 02.24.20 A1.1 MAY 3 ^` ST. Lucie County, Permitting ROOF PEAK CEILING HT s I WINDOW HT O to m FINISHED -I FLOOR A'a 4d ,.�1- ' REAR ELEVATION ROOF VENTS NOT SHOWN t� 5 12 L—... . .. - 11 It o 1 n 11 r EXTERIOR WALL COVERING OPTIONS: CMU BLOCK WALLS: • SIDING OVER PT FURRING OVER CMU BLOCK WALL. • PAINTED STUCCO (0.50 INCH THICK MIN. ) APPLIED DIRECTLY OVER CMU BLOCK WALL. • STONE APPLIED DIRECTLY OVER CMU BLOCK WALL. • BRICK APPLIED TO CMU BLOCK WALL WITH BRICK TIES. ALLOW 1" AIR SPACE. FRAME (WOOD) OR GABLE: • SIDING OVER HOUSEWRAP OVER 7/16" SHEETING OVER FRAME OR GABLE. • PAINTED STUCCO (0.75 INCH THICK MIN. ) OVER LATHE OVER FELT OVER HOUSEWRAP OVER 7/16" SHEETING OVER FRAME OR GABLE. • STONE (MORTARED) OVER LATHE OVER FELT OVER HOUSEWRAP OVER 7/16" SHEETING OVEW FRAME OR GABLE. • BRICK ... ALLOW 1" AIR SPACE. ATTACH WITH WALL TIES OVER HOUSEWRAP OVER 7/16" SHEETING OVER FRAME OR GABLE. RIGHT ELEVATION ROOF VENTS NOT SHOWN O FAUX GABLE VENT TEXTURED STUCCO STUCCO BANDING NOTE: USE 1/4" SCALE FOR VENEER SIZING AND LOCATION _i.•e�—WED FOR N APLIANT ST. LUCIE COUN1 BOCC FILE COI ALL DIMENSIONS SHOWN MAY VARY SLIGHTLY DUE TO MATERIAL SIZES AND THICKNESS. STEPS THAT ARE SHOWN MAY VARY IN NUMBER OF STEPS REQUIRED. STEP SIZE: TREAD 11" MIN -RISER 7-3/4" MAX. Draftsman will apply due diligence ogainstemom and omissions, but errors and omissions may occur. please review your plans, as well as your builder. Trinity Drafting LLC wil correct all errors and/or omissions poor to construction without coat. OrzRsman's liability Nmit will not exceed the price of the plans AINr8,3.4.2.2463RINITY DRAFTING LLC www.tdnitydraffing.com Jody Willis... owner 713 Whitehall St. Plant City, Fl. 33563 N M t N OD rO` vs •. C.T Fri w rn- rn .� " N E m O o 3 r, M O Q m pr•- U � M M N E vUC%U .. o m1rym ,C rn'm.. r O �C 6N Q G Zo MC r in m 0 M 1r wm m=a cZ'-m _ C ` j c CDom ce o E m m NMile c 0'n j CM m V d Z.O �o'3ZaoE 3a.ww—m0Ul�w O W O U) C. Z S� G z 1 U U �w m W p2 oz w z W W'o =o oa W �J pm in O O >g� J `wo W ° az ao W _Wu ® V gLL DW o U) J Z W� _< w' w O CL wa Ig o W F n. , 2 w Q r` cO LL of ow =o DATE: 02.24.20 x_ Wm 0a n� wo W z =- U 1 DRAW DATE: NOTE ... PLAN MUST BE PERMITTED WITHIN 6 MONTHS OF DRAW DATE OR REVISION FEES MAY APPLY SEE ENERGY CALCULATIONS (WHICH ARE PART OF THE CONSTRUCTION DOCUMENTS FEC R-103.2) FOR INSULATION AND EFFICIENCY FACTORS -ES: ;HANICAL PLAN/ENGINEERING AND ENERGY .CS TO BE SUPPLIED BY A/C COMPANY IMBING LAYOUT TO BE SUPPLIED BY IMBING COMPANY DRAIN f H TRAP HANDLER. 4TE 12" 'ROM HOME AREA (SQFT): LIVING...1439 GARAGE ... 489 ENTRY ... 17 LANAI ... 200 TOTAL ... 2145 (1)... TOILET (2)... SINK (3) ..LAVATORIE (4) ..SHOWER (5) ..TUB (6)... DISHWASHER (7)... WASH MACHINE (8) ... LAUNDRY TRAY TWO WAY CLEAN OUT BATH 2 KITCHEN LAUNDRY MASTER BATH — STUDOR ROOF 2, VENT DOTS 2" VENTS 4 (3). (2) I (2), .(7) (5) TO SEPTIC 3" 3" 3" OR SEWER (4) / T' /3„ / 2„ 3" 3" 3" ALL PLUMBING DRAIN LINES SLOPE (FALL) 1/4" PER FT BATH 2 KITCHEN LAUNDRY MASTER BATH — STUDOR ROOF 2„ VENT IOOTS 2" VENTS (3) .(2) (2), . (7) (5) 1 (11) 1 3„1 C 3" 3" 3" 3" 3" ALL PLUMBING DRAIN LINES SLOPE (FALL) 1/4" PER FT 4) WATER HEATER M SUPPLY DETAIL (1) EXTERIOR WALL WATER HEATER DETAIL 1...40 GAL ELECT WH 2...3/4" HOT WATER CPVC LINE (OUT) 3... 3/4" COLD WATER CPVC LINE (IN) 4...3/4" BALL VALVE 5... THERMAL EXPANSION TANK 6... THERMAL AND PRESSURE RELIEF VALVE 7... 3/4" CPVC RELIEF LINE... BRING DOWN AND TERMINATE THROUGH EXTERIOR WALL AND 90 DOWN. NOTE: TERMINATE AT AN ELEVATION AND LOCATION AS NOT TO CAUSE HARM OR INJURY IN CASE OF HOT WATER DISCHARGE. (2) Z. 3" (1)...TOILET (2)... SINK (3) ... LAVATORIE (4)... SHOWER (5)... TUB (6)... DISHWASHER (7)... WASH MACHINE (8)...LAUNDRY TRAY TWO WAY CLEAN OUT 3" 1 3" (1) TO SEPTIC OR SEWER 1... AC CONDENSER UNIT 2... AC (CONCRETE SLAB) POURED OR PREFAB 3... 2'*BMP AC TIE DOWN ANCHOR LOCATED AT EACH CORNER) TOTAL OF (4) 4... 3/16X1" SHEET METAL SCREWS. (2) PER ANCHOR. 5... 1/4"X2-1/2" TAPCON. (1) PER ANCHOR ' FLORIDA PRODUCTAPPROVAL #FL14239.1 AC CONDENSER UNIT ANCHOR DETAIL Horizontal drains within buildings. All horizontal drains shall be provided with deanouts located not more than 100 feet apart Building sewers. Building sewers shall be provided with cleanouts located not more than 100 feet apart measured from the upstream entrance of the cleanout. For building sewers 12 inches and larger, manholes shall be provided and located not more than 200 feet (60 960 mm) from the junction of the building drain and building sewer, at each change in direction and at intervals of not more than 400 feet (122 m) apart. Manholes and manhole covers shall be of an approved type. Location of shutoff valves. Shutoff valves shall be installed in the following locations 1. On the fixture supply to each plumbing fixture other than bathtubs and showers in one- and two-family residential occupancies, and other than in individual sleeping units that are provided with unit shutoff valves in hotels, motels, boarding houses and similar occupancies. 2. On the water supply pipe to each silloock in other than one- and two-family residential occupancies. 3. On the water supply pipe to each appliance or mechanical equipment. FIXTURE SCHEDULE: LAVS... (STANDARD) WITH STANDARD LEVER FAUCET SINKS ... (STANDARD) WITH STANDARD LEVER FAUCET TOILETS ... (STANDARD) TANK TYPE (PORCELAIN) TUBS... (STANDARD) FIBERGLASS, ACRYLIC, OR PORCELAIN VENEER REQUIRED: HOT WATER TEMPERING VALVES AT HW FIXTURES(NOT TO EXCEED 110 DEGREES FAHRENHEIT) NOTE: FL STATE STATUTE 471.003(2) ELECTRICAL, PLUMBING, AND MECHANICAL CONTRACTORS MAY PROVIDE ALL NECESSARY INFORMATION NEEDED FOR PERMITTING FOR A PROJECT OF THIS SIZE WITHOUT AN ENGINEERS SEAL. NOTE: IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO REVIEW THE PLANS FOR ACCURACY. THE SUB CONTRACTOR HAS THE RIGHT AND RESPONSIBILITY TO CHANGE OR CORRECT THE PLANS IN ORDER TO MEET THE REQUIREMENTS THEIR COMPANY DEEMS NECESSARY TO FULFILL THEIR WARRANTY. PLANS MUST ALSO MEET THE PRESENT CODE REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE. ST. LUCIE COUNTY BOCC FILE ALL DIMENSIONS SHOWN MAY VARY SLIGHTLY DUE TO MATERIAL SIZES AND THICKNESS. STEPS THAT ARE SHOWN MAY VARY IN NUMBER OF STEPS REQUIRED. STEP SIZE: TREAD 11" MIN -RISER 7-3/4" MAX. Draftsman will apply due diligence against errors and om¢sicns, but errors and omissions may occur, please review your plans, as well as your builder. Trinity Darting LLC will correct all errors and/or omissions prior to construction without cost. Draftsman's liability limit will not exceed the prie of the plans TRINITY DRAFTING LLC 813.482.2463 W cow. t"nitydrafting.com Jody W illis...owner 713 Whitehall St. Plant City, Fl. 33563 W N n N � v TOC� M O N E a oo�d o 0 �a vNi I '? oNMNO a 0 O+•- CJ �. w i7 M N E o 'c ��-mM I Lpj oD VN1 •p1 0 C on 3 m C 2 •• N pl o�cON a0OMt w m rnt a c Z m a \c c� Q E O.. o 9W CM m na Z.o ro—Ot0 5wm o f —6 x �- 3o_ww—woUww d„ 0 CO Q W DO Q —i Z U CL Q W 0 Z 0 ZC G_ go., > U I _ w� m W OZ o" w �w w'0 zo �o cow 0 O r�ir �m s= 5� aoLL Q J N 0 w° <z < a W �0 zp aw 00 pia m �w rcm Wa wa wz wa ' ^ vJ W O o a w2 no xi 0E 0 Q N 10 ry w ' ILaW 4 DATE: 02.24.20 xo W< m Zz0 6 0 cos wr0 —a DRAW DATE: NOTE ... PLAN MUST BE PERMITTED WITHIN 6 MONTHS OF DRAW DATE OR REVISION FEES MAY APPLY PM4.1 MAX ® io e 0 3 N< GARAGE DOOR 4) m / m m FLOOR SLAB GARAGE DOOR JAM DETAIL (1)... 1/4" X 3-1/2" TAPCON SCREW WITH 1" WASHER (2)...2X6 PT HEADER #2 GRADE OR BETTER (3)... 1/2" X 7" EMBEDDED J-BOLT WITH 2" WASHER OR 1/7 X 6" TITAN HD SCREW ANCHOR WITH 2" WASHER (4)...2X6 PT SIDE JAM #2 GRADE OR BETTER PORCH BEAM AND POST DETAIL 1 EXIST BETWEEN HEADER LINTEL AND BOND BEAM LINTEL (NOT SHOWN). TO BE POURED SOLID WITH 3000 PSI CONCRETE. PRECAST WINDOW SILL WIRE MESH SINGLE BOND BEAM (KNOCK BARRIER UNDER OUT LINTEL BLOCK) POURED SOLID WITH 30DO PSI CONC. WITH (1) #5 REBAR (25- MIN F___ LAP)... UNLESS MARKED PRECAST LINTEL..POURED SOLID WITH 3000 PSI CONCRETE WITH #5 HORIZONTAL REBAR. SEE PAGE S6.2 FOR AMOUNT OF REBAR REQUIRED 8X16 CMU BLOCK (STAGGER STACKED) WITH 1/2" MORTAR (ASTM C270) JOINTS POURED CELL (3000 PSI CONC.) WITH (1) #5 REBAR FROM FOOTER TO LINTEL (10" MIN BEND INTO BOTH.) VW 25" LAP (MIN.) TO INGIN CMU SINGLE BOND BEAM (KNOCKOUT LINTEL BLOCK) POURED SOLID WITH 3000 PSI CONC. WIRE MESH WITH (1) #5 HORIZONTAL REBAR (25" MIN 2X BLOCKING 16°OC BARRIER UNDER LAP)... SEE PAGE S6.2 FOR AMOUNT OF REBAR 2X TOP PLATE KNOCKOUT �� — REQUIRED OVER OPENINGS I POURED CELL (3000 PSI CONC.) WITH ' TO FOOTER (1) #5 REBAR FROM FOOTER TO LINTEL (10" MIN BEND INTO BOTH.) W/ 25" LAP (MIN.) a INTERIOR FINISH: 10 PAINTED DRYWALL SHEETROCK OVER FURRING SPACES SHOWN BETWEEN FURRING ALLOWS FOR WIRING AND SMALL PLUMBING LINES 1... HURRICANE STRAP ... SEE PAGE S5.2 s) ' 2... BEAM (SEE PAGE S5.2)... PAD OUT TO DESIRED WIDTH WALL FURRING REQUIREMENTS: (TYPICAL) AND COVER WITH FINISHED VENEER. ... VERTICAL IX2 PT FURRING EVERY i 3... WEATHER RESISTANT CEILING BOARD OR SHEETROCK C MAX. (2)...VERTICAL 1X4 PT FURRING EACH SIDE F WI SEE BUILDER (5) () NODE AND DOOR OPENINGS. ( ) (1) 4 ... HORIZONTAL 1X4 PT FURRING OVER DOOR OPENINGS N.... X TEN ND 8" (MIN.) BEYOND OPENINGS. (3) HORIZONTAL 1X6 PT FURRING OVER WINDOVYI ....EXTEND 6" (MIN.) BEYOND OPENINGS. (5)... HORIZONTAL 1X4 PT FURRING AT BOTTOM OF WALL 'L(6)... HORIZONTAL 1X2 PT OR 1X4 PT FIRE STOP FURRING AT TOP OF WALL. FIRE CAULKALL PENETRATIONS. SLAB WALL SUPPORT POST DETAIL CMU BLOCK COURSES MAY EXIST BETWEEN HEADER LINTEL AND 1...HTT3 TENSION TIE. USE 5/8"XB" TITAN HD SCREWANCHOR WITH WASH BOND BEAM LINTEL (NOT SHOWN). 2...(5) PLY 2X4 POST. GLUE AND NAIL TOGETHER EVERY 12"OC WITH 16D i1MON NAILS " 3...(3)LSTA-16 FLAT STRAPS FROM POST TO TOP PLATE --' TO BE POURED 4... DOUBLE 2X4 TOP PLATE SOLID WITH 3000 PSI CONCRETE. 5..2X4 PT BOTTOM PLATE S...GIRDE2 TRUSS _ 7_.HTT TENSION TIE SHOWINAMWWWO011FOR ACTUAL GIRDER TIE DOWN STRAP)-_-- 8... NOTCH POST .A3 LLOW FOR TIE DOWN BOLT -WASHER AND NUT`9F REQUIRED)._SEE PAGE 85.1 — USE THIS APPLICATION (IN FRAMED -- BEARING WALL) UNDER ALL GIRDER Ch,� LOCATIONS. 16 ,8) ; U, �) 6) it (1)... FOOTER (SEE PAGE S6.1 FOR DETAIL) 13) (2)... NA (3) ..4" CONCRETE SLAB (2500 PSI MIN) (SEE PAGE S6.1 FOR DETAIL) (4)... POURED CONCRETE CELL (3000 PSI) WITH (1) #5 REBAR. MIN. 25" LAP (1) A (5) (1) (5) (3) WINDOW OPENING (2) (4) DOOR OPENING (2) ( ) ill CMU BLOCK COURSES MAY AST BETWEEN HEADER LINTEL AND BOND BEAM LINTEL NOT SHOWN). ( TO BE POURED SOLID WITH 3000 PSI CONCRETE. (5)... PAINTED 1/2' STUCCO OR SIDING OVER PT FURRING OVER CMU BLOCK WALL. SEE PAGE A2.1 (6)..-POURED CONTINUOUS LINTEL (3000 PSI) WITH (1) #5 REBAR. MIN 25" LAP ROCK (8) .•IMBED IMBEDDED LINTEL STRAPS (LINT (8)...IMBEDDED LINTEL STRAPS (LINTEL TO TRUSS /SEE PAGE S5.2 FOR DETAIL) 4) (9)...EVE DRIP, FACIA, VENTED SOFFIT OVER 2X SUB FACIA (USE NON VENTED FOR' ICYNENE ROOF INSULATION) (10)... METAL ROOF OVER APPROVED UNDERLAYMENT OVER 7/16" OSB OR PLYWOOD SHEETING OVER TRUSSES 24"OC.... DECKING AND UNDERLAYMENT MUST ALSO MEET ROOFING MANUFACTURERS 12) MINIMUM REQUIREMENT. (11)... MANUFACTURED TRUSSES (12)... 1/2" SHEETROCK OVER 3/4" PT FURRING 16-OC 14) (13)... OPENINGS..POURED PRECAST LINTELIHEADER (3000 PSI) WITH #5 REBAR. EXTEND 4" MIN. BEYOND OPENING (EACH END). (14)... FOIL RADIANT BARRIER INSULATION BETWEEN FURRING STRIPS OR PT FURRING OVER 3/4" POLISO FOAM BOARD ... SEE ENERGY CALCS (15)... BASEBOARD TRIM (16)... BLOWN OR BATT INSULATION OR ICYNENE FOAM SPRAYED UNDERSIDE OF ROOF SHEETING. SEE ENERGY CALCS 15) 3) SEE ENERGY CALCULATIONS (WHICH ARE PART OF THE CONSTRUCTION DOCUMENTS FEC R-103.2) FOR INSULATION AND EFFICIENCY FACTORS CROSS SECTION MAIN HOME HI BI KI T KING - NOTE: DOUBLE BOND BEAM LINTEL IN WALLS OVER 10' UP TO 14' IN HT. 8X16 CMU BLOCK (STAGGER STACKED) WITH 1/7 MORTAR (ASTM C270)JOINTS SLAB TYPICAL CMU BLOCK WALL DETAIL CMU BLOCK — COLUMN. LARGER COLUMNS MAY EXIST.SEE PAGE S6.2 FOR COLUMN SIZE AND VERTICAL REBAR QUANTITY. PT BI USE 16D COMMONI (4) PER ST PT SH( PLATE 2X (1)2X {— LAYING FLAT STUDS 16"OC COVER B WITH 1/2' JAILS SHEETR( JD DOOR JACK STUD IE NON BEARING DOOR FRAME AND WALL SECUR PT BACKER FURRING NOT SHOWN BLOCK OTH SIDES WALL )CK/DRYWALL BLOCK WALL VOCNATH#10 7D NAILS OR L SLAB E TO SLAB NON BEARING FRAME WITH #8 CASE HARD WALL TO BLOCK WALL LMIDPOINTBLOCKINGON NAILS EVERY 16"OC /NOTE: wAusTALLEALLERTHANta ATTACHMENT BLACK DOUBLE 2X TOP PLATE (3) (3) 11 WALL froKING (3) (4) (4) SP-2 PLATES (3) - - - -- EVERY 24"OC (MA)Q LSTA16 (2) (4) (4) (4) LSTA16 LSTAW ADD MID POINT (1) (3) (1) (1) (3) BLOCKING ON BEARING (1)2XLAYING 112")W' WALLS WITHOUT OSB FLAT WITH (2) TITAN HD SCREW OR PLYWOOD SHEETING 2XITS ABOVE 2xsruos FRAMED WALL CORNER FRAMED WALL TEE ANCHOR WITH 18'OC NTH 2' PLYWOOD TOP VIEW TOP VIEW WASTER FLITCH HTT5 TENSION TIE. USE HTT5 TENSION TIE. USE 1...2X WALL STUD SLAB 5/8"X 8" TITAN HD SCREW 5/8"X 8" TITAN HD SCREW 2...2X BLOCKING (3 BLOCKS ON 8' WALL ... 4 BEARING FRAME WALL TO ANCHOR FOR ANCHOR FOR BLOCKS ON WALLS OVER 8') ATTACHMENT ATTACHMENT 3... SHEETROCK/DRYWALL FINISH BLOCK WALL ATTACHMENT 4... TOP AND BOTTOM PLATE OF WALL USE 16D NAILS FOR ALL CONNECTIONS STRAPPING NOT SHOWN SEE BEARING WALL DETAIL 2X PT DOOR JACK PLATESHOE STUD \ SP-1 PLATES 14) OPTIONAL (1)... FOOTER (SEE PAGE S6.1 FOR DETAIL) 3) (2)...NA (3)---4" CONCRETE SLAB (2500 PSI MIN) (SEE PAGE S6.1 FOR DETAIL) (4)... POURED CONCRETE CELL (3000 PSI) WITH (1) #5 REBAR. MIN. 25" LAP (5)... PAINTED 1/2" STUCCO OR SIDING OVER PT FURRING OVER CMU BLOCK WALL. SEE PAGE A2.1 (6)... POURED CONTINUOUS LINTEL (3000 PSI) WITH (1) #5 REBAR. MIN 25" LAP (7)... 1/2' CEILING BOARD SHEETROCK (WEATHER RESISTANT) 1) (8)... IMBEDDED LINTEL STRAPS (LINTEL TO TRUSS / SEE PAGE 85.2 FOR DETAIL) (9)... EVE DRIP, FACIA, VENTED SOFFIT OVER 2X SUB FACIA (USE NON VENTED FOR ICYNENE ROOF INSULATION) (10)... METAL ROOF OVER APPROVED UNDERLAYMENT OVER 7/16" OSB OR PLYWOOD SHEETING OVER TRUSSES 24"OC.... DECKING AND UNDERLAYMENT MUST ALSO MEET ROOFING MANUFACTURERS MINIMUM REQUIREMENT. (11)... MANUFACTURED TRUSSES (12) --- NA (13)...OPENINGS..POURED PRECAST LINTEL/HEADER (3000 PSI) WITH #5 REBAR. EXTEND 4" MIN. BEYOND OPENING (EACH END). SEE PAGE S6.2 FOR QUANTITY OF REBAR REQUIRED. (14)... BLOWN OR BATT INSULATION OR ICYNENE FOAM SPRAYED UNDERSIDE OF ROOF SHEETING (OPTIONAL) ,\(1) CROSS SECTION LANAI ALL SPLICES MUST OVERLAP AT LEAST 24" 7/8" STUCCO OVER LATHE OVER FELT OVER HOUSEWRAP OVER 7/16" OSB OR PLYWOOD SHEETING. 2X6 VERTICAL BRACE AGAINST GABLE TRUSS. NAIL INTO TOP A BOTTOM RAIL BRACES (OR "X" BRACES) WITH (3)16D COMMON NAILS (EACH CONNECTION) WEEP SCREED EMBEDDED META 20 STRAP EVERY 48"OC. BEND OVER GABLE TRUSS BOTTOM CHORD AND TAPCON TO BLOCK WALL WITH 3/16"X 13/4" TAPCONS... UNLESS STRAP LAYS BEHIND TRUSS WEB BRACE (THEN ATTACH FLAT TO WEB BRACE) SLAB I 10X8" TITAN HD SCREW ANCHORS OR BEARING WALL AND EVERY 32"OC.USE2"WASHER DOOR OPENING DETAIL TRUSS "X" BRACING MUST EXTEND AT LEAST 10' FROM GABLE TRUSS... MULTIPLE ")CBRACING CAN BE USED TO ACHIEVE THE 19 DISTANCE COMMON TRUSSES 2X4 CONTINUOS TOP RAIL BRACE. N n M v m `Cm m M w rn 0 O I O ar N �140 U � c�ytmut 1 MO as 0'—U E m n C y m -� OM m U C aU`., [O N O C cem m. Ovn m cx0\•C&CC3m—CZ.. ^Mtm m chm<oo m SC m°0 Iicc m�Our) a t.Om� 0. W C M m U O- Z 'p m co :L ` m o E �i d w w- In 0 L) W W m gilp W 45 Z F- W Z v� Z G = C> > U rc 2X6 "X" BRACING (APPROX. 45 DEGREES). NAIL INTO TOP AND BOTTOM RAIL BRACES WITH (3) $ w o z 16D COMMON NAILS (EACH CONNECTION) o z 2X4 CREN"ED FOR zw 4,0 W� Bg-TLQ (.,,bW4WLIANCE o CH�g3= OE COUNTY o o BOCCI 52 N d. ` BLOCK WALL 2X4 BOTTOM RAIL BRACE (ON EDGE) PERMANENT GABLE BRACING NOTE: ATTICS WITH CENTER STORAGE AREA... RUN CONTINUOUS AND X BRACING ON EACH SIDE OF STORAGE ROOM W 0 a z 00 a !J a',S L�x7sl LL Q � W ®W FILE COPY an o= r W wO W, Z ¢ o< ® W n Wa dj f 0 W li � Ww 0w w� �m W> Q (O LL ALL DIMENSIONS SHOWN MAY VARY SLIGHTLY DUE TO MATERIAL SIZES AND THICKNESS. STEPS THAT ARE SHOWN MAY VARY IN NUMBER OF STEPS REQUIRED. STEP SIZE: TREAD 11" MIN -RISER 7-3/4" MAX. Draftsman will apply d u a diligence against error: and om asinns, but errors and om"ona may occur. Please review your plans, as well as your builder. Trinity Dmrtng 1.LC will correct all errors and/or omissions prior to construction without cost. Draftsman's liability liralt will not exceed the price of the plans. mI-INITY DRAFTING LLC 813.482.2463 www.trinitydrafting.com Jody Willis... owner 713 Whitehall St. Plant City, R. 33563 DATE: 02.24.20 z Wa wm ZQ ZES wp �o FU DRAW DATE: NOTE ... PLAN MUST BE PERMITTED WITHIN 6 MONTHS OF DRAW DATE OR REVISION FEES MAY APPLY (2) (2) (3) (2 AREA (SQFT): LIVING...1439 GARAGE ... 489 ENTRY ... 17 LANAI ... 200 TOTAL ... 2145 (1)... RIDGE (2)...HIP (3)... VALLEY ROOF PITCH: 5/12 ENTIRE ROOF REVIEWED FOR CODE COMPLIANCE ST. LUCIEC■/BOUNTY BOCC FILE COPY ALL DIMENSIONS SHOWN MAY VARY SLIGHTLY DUE TO MATERIAL SIZES AND THICKNESS. STEPS THAT ARE SHOWN MAY VARY IN NUMBER OF STEPS REQUIRED. STFP R17P. TRFvI'1 11" RAIAI_[ lQ[=D ZZ/dn RAAV Draftsman will apply due diligence against errors and omissions, but errors and omissimsmay occur. Please review your plans, as well as your builder. Ton ity Drafting LLC will correct all errors and/or omissions prior to construction without cost. Draftsman's liability Arrit will not exceed the price or the plans. TRINITY DRAFTING LLC $13.482.2463 www.frinitydrafting.com Jody Willis... owner 713 Whitehall St. Plant City, Fl. 33563 1, w, Ow o= o= > W Z W ax =o Ma W W_ wa pa ow N_ J Z 00 in Ku- W W x= 4- Dx QW � LL Wa mm � W �_ oa rcU W> O w ZY W¢ w0 x a0 xx — 0 wx 3i w� W W KW Ow zw <x xz rcQ W In �z �O wo WZ xo F U DRAW DATE: NOTE ... PLAN MUST BE PERMITTED WITHIN 6 MONTHS OF DRAW DATE OR REVISION FEES MAY APPLY J W U) e y C m M"p wrn:m= i ^ E N o c is mQ b�^MMO a MMN E m t\ o L m N a M 14 00 C DO .. m apt d C m`m m r- O n D7 CK, � mm Q p Z O M t w m cot FL Z m _+ C •C 3 .0 C O O E m Cm m N 4La o O ,, Z. 1 com of 3aww—m0L) �w Z �- 11 � IZ V— _I O U W U) W� 0W0 z U>U LL Z W OU • J Z IX W tU) W a '� 4 O O � LL DATE: 02.24.20 S5.1 AREA (SQFT): LIVING...1439 GARAGE ... 489 ENTRY ... 17 LANAI ... 200 TOTAL ... 2145 TRUSS STRAPPING: (1)... META20 EMBEDDED TRUSS STRAP FROM BOND BEAM LINTEL TO ALL TRUSSES UNLESS NOTED (2)... (1) PA23 EMBEDDED TRUSS STRAP OR (2) META20 EMBEDDED TRUSS STRAPS FROM BOND BEAM LINTEL TO ALL SINGLE GIRDERS UNLESS NOTED. (3)... H10A OR MTS12 TRUSS STRAP FROM BEARING WALL TO ALL TRUSSES UNLESS NOTED (4)... HTTS TENSION TIE STRAP FROM GIRDER TO BEARING WALL. USE 5/8" BOLT WITH 2" WASHER (5)...(2) PA23 EMBEDDED TRUSS STRAPS OR (4) META20 EMBEDDED TRUSS STRAPS FROM BOND BEAM LINTEL TO ALL DOUBLE GIRDERS UNLESS NOTED. PLACE 1/2 OF THE STRAPS ON EACH SIDE OF GIRDER. (6)... TWO PLY 2X12 PINE BEAM. GLUE AND NAIL TOGETHER (BOTH SIDES) EVERY 12"OC IN ROWS OF (4) 10D COMMON NAILS. PAD OUT TO DESIRED WIDTH AND WRAP WITH FINISHED VENEER. (7)... HUC212-2 HANGER FROM BEAM TO BLOCK WALL. USE 1/4" X 2-3/4" TAPCONS FOR ATTACHMENT. (8)... ATTACH ALL VALLEY OVER FRAME —TRUSSES (EACH END) TO MAIN TRUSS OR BLOCKING BELOW WITH LTS16 OR LSTA16 STRAPS UNLESS NOTED. TRUSS PLANS AND ENGINEERING TO BE SUPPLIED BY TRUSS COMPANY DRAFTSMAN MUST BE NOTIFIED IN WRITING IF BEARING POINTS CHANGE OVERFRAME SHALL BE ATTACHED TO MAIN TRUSSES WITH LTS OR LSTA STRAPS (VARIOUS LENGTHS) AT REVIEWED FOR END OF OVERFRAME RAFTER/TRUSS. SEE STRUCTURAL PAGES FOR DETAILS CODE COMPLIANCE ST LUCIE COUNTY BOCC FILE COPY ALL DIMENSIONS SHOWN MAY VARY SLIGHTLY DUE TO MATERIAL SIZES AND THICKNESS. STEPS THAT ARE SHOWN MAY VARY IN NUMBER OF STEPS REQUIRED. STEP SIZE: TREAD 11" MIN -RISER 7-3/4" MAX. Draftsman will apply due diligence against errors and omissions, but errors and omissions may occur. Please review your plans, as well as your builder. Trinity Dra Ring LLC will correct all errors and/or omissions prior to construction without cost. Draftsman's liability limitwill natexcead the price of the plans. T813RINITY DRAFTING LLC .482.2463 www.trinitydrafting.com Jody Willis... owner 713 Whitehall St. Plant City, FI. 33563 I N,.-- •, M V� m m qk m M A... mch _MO Lj O m'N , O O C O L I U p mkt 0 m pltU L MMN E a C m m 1� ❑ -0crn"3mmt o"r o rnS a c Z ui m c L m O m o M w an M n c Z m C C 3 O m� m c'm `m o rn a o •- E mcmm .c o.. on, M m G EL Z.-6 C7 c 5 .� �.' m x E 3D_ww_a*6 t w U) Of r r V— _J 0 <C 0 0 � �/ ry �r^ V ) LL W 0 Z 0 la—W U) Z _I U>U w� mw az o� w z> W x lu WO �o � W wa o d Oy m s= 000 J a m � 0 L.L n= <- �o LL Z W � < W 00 W ,w F O ` i^ vJ W sc WM W0 __ w > cn W a wa 0 a o w xx F r 04 N� _� w m O rc> 'a a DATE: 02.24.20 xz WZ' wm ZD m- wo T° DRAW DATE: NOTE ... PLAN MUST BE PERMITTED WITHIN 6 MONTHS OF DRAW DATE OR REVISION FEES MAY APPLY S5.2 (A) AREA (SQFT): LIVING...1439 GARAGE ... 489 ENTRY ... 17 LANAI ... 200 TOTAL ... 2145 P #5 FOOTER REBAR (D) MINIMUM LAP (25tt) — — 77 TYPICAL CORNER REBAR CONNECTION IN FOOTINGS (E) NOTE: • REBAR LAP (APPLIES TO ALL REBAR IN FOOTINGS AND WALLS) ... 25" MIN. VERTICAL #5 REBAR IN POURED CONCRETE (3000 PSI) CELL FROM FOOTER TO BOND BEAM LINTEL (25" LAP MIN.) NOTE: STEPS MAY BE REQUIRED THAT ARE NOT SHOWN ON THE PLAN ... SEE BUILDER. TREADS SHALL BE 11"MIN. IN WIDTH. RISERS SHALL BE 7-3/4" MAX. IN HT. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. LOCATE 3V ABOVE NOSE OF TREAD RUN REBAR TO TOP OF WALL AND BEND I II j INTO LINTEL (25" LAP MIN.) I I (1) #5 REBAR INSIDE POURED it i CONCRETE CELL, 10" BEND INTO h i FOOTER, 25" MIN. LAP I I 4" CONCRETE SLAB (3000 PSI) WITH 6X6 W WM OR FIBERMESH REINFORCMENT I OVER VAPOR BARRIER OVER I COMPACTED FILL —I GRADE BOTTOM OF FOOTER - MUST BE AT LEAST 12" BELOW GRADE RUN REBAR TO TOP OF WALL AND BEND j II j INTO LINTEL (25" LAP MIN.) � it I 7"I I I CONCRETE CURB(POURED WITH SLAB) WITH I I (1) #5 HORIZONTAL REBAR (25" LAP MIN.). i I CURB WIDTH OF B" CMU BLOCK... VARIES IN HT. (GARAGE FLOOR SLOPES I I FINISHED FLOOR ELEVATION HOME I E I GRAD BOTTOM OF FOOTER MUST BE AT LEAST 12" BELOW GRADE 113 BOTTOM OF FOOTER MUST BE AT LEAST 12" BELOW GRADE 2" BULLNOSE ON SLAB \ . BOTTOM OF FOOTER MUST BE AT LEAST 12" BELOW GRADE 21 MONO FOOTER WITH (2)1 HORIZONTAL REBAR W/25" LAP MIN. (3000 PSI CONCRETE) (1) #5 REBAR INSIDE POURED CONCRETE CELL. 10" BEND INTO FOOTER, 25" MIN. LAP 4" CONCRETE SLAB (3000 PSI) WITH 6X6 W WM OR FIBERMESH REINFORCMENT OVER VAPOR BARRIER OVER COMPACTED FILL 29Sc16" MONO FOOTER WITH (2)#5 HORIZONTAL 16" REBAR W125" LAP MIN. (3000 PSI CONCRETE) RUN REBAR TO TOP OF COLUMN AND Bi I I INTO LINTEL (25" LAP MIN.) I II I 111 I " I BOTTOM OF FOOTER - MUST BE AT LEAST 12" BELOW GRADE 4" CONCRETE SLAB (3000 PSI) WITH 61 WWM OR FIBERMESH REINFORCMENT OVER VAPOR BARRIER OVER COMPACTED FILL 20"x16" MONO FOOTER WITH (2)#5 HORIZONTAL REBAR W25" LAP MIN. (3000 PSI CONCRETE) 4" CONCRETE SLAB (3000 PSI) WITH 6X6 W WM OR FIBERMESH REINFORCMENT OVER VAPOR BARRIER OVER 16"x12" MONO FOOTER WITH (2)#5 HORIZONTAL REBAR W25" LAP MIN. (3000 PSI CONCRETE) (1)#5 REBAR INSIDE POURED CONCRETE CELL, 10" BEND INTO FOOTER, 25" MIN. LAP 4" CONCRETE SLAB (3000 PSI) WITH 6X6 W WM OR FIBERMESH REINFORCMENT OVER VAPOR BARRIER OVER 21 MONO FOOTER WITH (2)#5 HORIZONTAL REBAR W25" LAP MIN. (3000 PSI CONCRETE) SHEARWALL NOTE: CMU BLOCK WALLS ARE SHEARWALLS IN NATURE, THUS ALL EXTERIOR WALLS ARE PART OF THE SHEARWALL SYSTEM. REVIEWED FOR CODE COMPLIANCE ST. LUCIE/'CO�.���"��"" BOCC ALL DIMENSIONS SHOWN MAY VARY SLIGHTLY DUE TO MATERIAL SIZES AND THICKNESS. STEPS THAT ARE SHOWN MAY VARY IN NUMBER OF STEPS REQUIRED. STEP SIZE: TRFAn 11" MIN-RISFR 7-3/4" MAX Draftsman will ap ply due diligence against amom and omissions, but errcm and omissions may occur. Please review your plans, as well as your bu ildy-- Trinity Dmfti ng Li will correct all errors and/or emissions prior to con struction without cost. Draftsman's liability 11 it will not exceed the pride of the plans RINITY DRAFTING LLC 813.482.2463 www.t(initydrafling.com Jody Willis... owner 713 Whitehall St. Plant City, FI. 33563 w Of F U H U 'W �1 6 M ^ ^ v m C °o M ^ I N E 0-O mN m._N0 0 c o� I Q N w 6 4.2 MM N C O N m^ O p �� d N Nv� I tt 00 C XU min •0 O O C Z Q C Z N K C a m 0 0 M t wmtns- cZ m _ C C 3 0 C O 2W =MN Uri. 2.6 ®—rno m =xof 3�c�co3•.- dww 060t,w Z O Z D O LL a wct mw Oz a0 oz >w zw ¢s w� zo rcm ww wa o a Om no 5z 00 a mof of mo D_ � U<Q u--J ow Z' mo 6 Ora Iw �z w= �U !j) w' W wz Z' 0w w< w0 at , a w � ❑ r� wm Q�w w adW ad Q WW y DATE '0 m Z z 60 wZ 0 L-o DRAW DATE: NOTE ... PLAN MUST BE PERMITTED WITHIN 6 MONTHS OF DRAW DATE OR REVISION FEES MAY APPLY O 5z U LL. n ^rr'' � li O LL 02.24.20 S6.1 LINTEL NOTE: SEE MANUFACTURERS SIZE TABLE FOR ALL WINDOWS AND DOOR OPENING SIZES. MINIMUM TOTAL LINTEL DEPTH IS 14" (UNLESS NOTED). STANDARD PRECAST LINTELS ARE 8"U LINTELS, OR 6" RECESSED U LINTELS, POURED SOLID WITH 3000 PSI CONCRETE. SEE PLAN FOR AMOUNT OF #5 REBAR REQUIRED. PRECAST LINTELS MUST EXTEND 4" MINIMUM BEYOND OPENING. DOOR SIZE EXAMPLE: (3068)... 36"W X 80"H (3'-0"W X 6'-8"H) (3080)... 36"W X 96"H (3'-0"W X 8'-0"H) (XXXX)... WIDTH (FT) AND HEIGHT(FT) WINDOW SIZES (3014)... 36"W X 24"H FIXED (1 H4)...27"W X 50"H SH "(25)... 38"W X 63"H SH -(35)... 54"W X 63"H SH ALL SIZES ARE APPROXIMATE. REFER TO MANUFACTURER SIZE CHART FOR ACCURATE DIMENSIONS MEETS EGRESS REQUIREMENT AREA (SQFT): LIVING...1439 GARAGE ... 489 ENTRY ... 17 LANAI ... 200 TOTAL ... 2145 REBAR NOTES: DOOR LINTEL (25- LAP WINDOWL REBAR IN LAP MIN.). POUR SOLID WITH 3000 PSI CONCRETE (2) #5 HORIZONTAL REBAR IN WINDOW OR DOOR LINTEL (25" LAP MIN.)..POUR SOLID WITH 3000 PSI CONCRETE. TOP COURSE IS CONTINUOUS BOND BEAM LINTEL WITH (1) #5 HORIZONTAL REBAR (25" LAP MIN.). POUR SOLID WITH 3000 PSI CONCRETE. POUR ALL CMU COURSES BETWEEN BOND BEAM LINTEL AND DOOR —WINDOW LINTEL SOLID WITH 3000 PSI CONCRETE. SEE STRUCTURAL PAGES FOR DETAILS r SEE PAGE S5.2 FOR TRUSS L STRAPPING DETAILS i 1001 AMAIN= A M MINIMUM LAP (2511) #5 REBAR CORNER HOOK TYPICAL CORNER REBAR CONNECTION IN BOND BEAM NOTE: e REBAR LAP (APPLIES TO ALL REBAR IN FOOTINGS AND WALLS) ... 25" MIN. VERTICAL #5 REBAR IN POURED CONCRETE (3000 PSI) CELL FROM FOOTER TO BOND BEAM LINTEL (25" LAP MIN.) NOTE: STEPS MAY BE REQUIRED THAT ARE NOT SHOWN ON THE PLAN ... SEE BUILDER. TREADS SHALL BE 11"MIN. IN WIDTH. RISERS SHALL BE 7-3/4" MAX. IN HT. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. LOCATE 36" ABOVE NOSE OF TREAD (A) (D) (E) RUN REBAR TO TOP OF WALL AND BEND III I INTO LINTEL (25" LAP MIN.) III I (1) #5 REBAR INSIDE POURED CONCRETE CELL. 10" BEND INTO h FOOTER, 25" MIN. LAP I N 1 BOTTOM OF FOOTER - MUST BE AT LEAST 12" BELOW GRADE RUN REBAR TO TOP OF WALL AND BEND III INTO LINTEL (25" LAP MIN.) III in CONCRETE CURB(POURED WITH SLAB) WITH i 1 (1) #5 HORIZONTAL REBAR (25" LAP MIN.). I CURB WIDTH OF 8" CMU BLOCK ... VARIES IN j HT. (GARAGE FLOOR SLOPES FINISHED FLOOR ELEVATION HOME �j I BOTTOM OF FOOTER MUST BE AT LEAST 12" BELOW GRADE BOTTOM OF FOOTER MUST BE AT LEAST 12" BELOW GRADE 4" CONCRETE SLAB (3000 PSI) WITH 6X6 WWM OR FIBERMESH REINFORCMENT OVER VAPOR BARRIER OVER I COMPACTED FILL I 20"06" MONO FOOTER WITH (2)#5 HORIZONTAL REBAR W/25" LAP MIN. (3000 PSI CONCRETE) (1)#5 REBAR INSIDE POURED CONCRETE CELL. 10" BEND INTO FOOTER, 25" MIN. LAP 4" CONCRETE SLAB (3000 PSI) WITH 6X6 WWM OR FIBERMESH REINFORCMENT OVER VAPOR BARRIER OVER COMPACTED FILL—, 20"x16" MONO FOOTER WITH (2)#5 HORIZONTAL REBAR W/25" LAP MIN. (3000 PSI CONCRETE) 4" CONCRETE SLAB (3000 PSI) WITH 6X6 WWM OR FIBERMESH REINFORCMENT gj OVER VAPOR BARRIER OVER COMPACTED FILL -a 2" BULLNOSE ON SLAB \ . I� BOTTOM OF FOOTI=R MUST BE AT LEAST 12" BELOW GRADE 20"x16" MONO FOOTER WITH (2)#5 HORIZONTAL 16" REBAR W/25" LAP MIN. (3000 PSI CONCRETE) RUN REBAR TO TOP OF COLUMN AND BENb INTO LINTEL (25" LAP MIN.) I I I I I I I I II I I I I I I (Q I I BOTTOM OF FOOTER - MUST BE AT LEAST 12" BELOW GRADE 4" CONCRETE SLAB (3000 PSI) WITH 6X6 WWM OR FIBERMESH REINFORCMENT OVER VAPOR BARRIER OVER COMPACTED FILL—, 1 "x12" MONO FOOTER WITH (2)#5 HORIZONTAL REBAR W/25" LAP MIN. (3000 PSI CONCRETE) (1) #5 REBAR INSIDE POURED CONCRETE CELL. 10" BEND INTO FOOTER, 25" MIN. LAP 4" CONCRETE SLAB (3000W PSI) WITH 6X6 WWM OR FIBERMESH REINFORCMENT OVER VAPOR BARRIER OVER COMPACTED FILL—. 20'hx%" MONO FOOTER WTH (2#5 HORIZONTAL 16" REBAR W/25" LAP MIN. (3000 PSI CONCRETE) SHEARWALL NOTE: CMU BLOCK WALLS ARE SHEARWALLS IN NATURE, THUS ALL EXTERIOR WALLS ARE PART OF THE SHEARWALL SYSTEM. 27"VIEWED FOR �DE COMPLIANCE FILE COPS :..T" LUCIIE�/C/'OUNTY BOCC ALL DIMENSIONS SHOWN MAY VARY SLIGHTLY DUE TO MATERIAL SIZES AND THICKNESS. STEPS THAT ARE SHOWN MAY VARY IN NUMBER OF STEPS REQUIRED. STEP SIZE: TREAD 11" MIN -RISER 7-3/4" MAX. Draftsman will apply due diligence against errors and omissions, but errors and omssions may occur. Please review your plans, as well as your huildor. Trim ty Drafting LLC will correct all errors and/or omissions prior to construction without cast. Draftsman's liability limit will oat exceed the price of the plans TRINITY DRAFTING LLC 813.482.2463 www.trinitydrafting.com Jody Willis... owner 713 Whitehall St. Plant City, FI. 33563 1..1� CW G `O 1 rc w� mw w o� aE oz w zw x wi­ zo Of w a Om ON '00 00 ,'< a m� K0 w0 1­o LLO 1W 1w W in ' N ow z F- 1Z O< K U w ' W Ka: a caw w¢ w f WQ Q ar M T W O ww 3w 0 wx wN HK N 0. DATE Mo at Wm �z �0 owa wp wz TO DRAW DATE: NOTE ... PLAN MUST BE PERMITTED WITHIN 6 MONTHS OF DRAW DATE OR REVISION FEES MAY APPLY Z W _z I.L Z 0 J Z O 0 O W U O Z U J ILL. W U W J 02.24.20 S6.2 0 BEDROOM 3 --------- BATH 2 D, 6/0 L BEDROOM 2 2l6 SCD 2/8 C SCD I 2/6 Fj 1 / LANAI C0 D \ \ REAR FLOOD / LTS 6068 FRENCH 1 — ---- // GREAT ROOM \\ � 1 I I O I I I I O'I OI I I I I \ 8'-B" AFF / --- 81 AFF \ DINING ROOM \ / I FRONT FLOOD LTS NOOK \ ' � SCD 218 GFI 1 DWC' / 2/0, — ENTRY— WMI DRYI I / r------------ I MASTER BEDROOM I I I I I I I \\I O I i I I I 8_8' AFF L--- ---� 8'-0" AFF ^ 1/ • 216 I y/ / L W.I.C. 11 M�A�T`Fy BATM BELL 20 MIN FIR GFI r — — — — — — — — � V GFI BUTTON DOOR INSULATED BEARING WALL `\ I HANDLER \ I I \\ L 7'X7_X 2'D RECESS J \ \ I PULL DOWN / \ \\ L STAIRS J \\ \\ GARAGE GFI IN GFI I CEILING 16'W X 7'H G RAGE DOOR 0 AREA (SQFT): LIVING...1439 GARAGE ... 489 ENTRY ... 17 LANAI ... 200 TOTAL ... 2145 ELECTRICAL NOTES: ALL ELECTRICAL TO MEET ELECTRICAL (NEC) AND FIRE CODES CODE SUPERSEDES PLANS IN CASE OF DISCREPANCY ELECTRICAL PANEUMETER LOCATION TO BE DETERMINED OWNER/BUILDER TO VERIFY LOCATION OF ALL ELECTRICAL DEVICES BEFORE INSTALLATION ALL RECEPTACLES WITHIN 6' OF WET AREAS (TUBS, SHOWERS, SINKS,ETC, TO BE GFI. ALL RECEPTACLES ON THE EXTERIOR OF THE HOME TO BE WEATHER RESISTANT (COVERED) GFI ALL (NON GFI) 110V RECEPTICLES AND SWITCHES TO BE ARC FAULT (AFCI) TYPE ALL 110V RECEPTICLES MUST BE TAMPER RESISTANT VERIFY WITH OWNER FOR LOW VOLTAGE (PHONE,TV, ETC) LOCATIONS SPECIAL NOTES: PLAN SHOWS WIRING FOR FIXTURES AND APPLIANCES, HOWEVER THE ACTUAL FIXTURES AND APPLIANCES MAY BE OPTIONAL (SEE BUILDER) WELL AND POOL EQUIPMENT LOCATIONS... (SEE BUILDER) PHONE JACK © CAN LIGHT FLOOD -LIGHT O CEILING T TV JACK WITH Q- FAN RECEPTACLE LIGHT ��( N ALL LOCATED 60 ®BATH FAN v�- AFF UNLESS NOTED 11OV RECEPTACLE + BATH 0 ® DOOR BELL 04 110V RECEPTACLE FANILIGHT E� UNDER 0 ,��}} QUAD CABINET YW RECEPTACLE �� 2'FLUORESCENT LIGHT �� � 4'FLUORESCENTCOO SWITCH 0.� CEILING FAN -LIGHT WI 3 STCH(THREE WAY) so SMOKE DETECTOR �4 SWITCH (FOUR WAY) SCD SMOKE -CARBON MONOXIDE DETECTOR (3) 3/0 Ti CU PROPOSED 200 AMP METER & METER CAN BY ELECTRIC UTILITY CO. —VIC@ LIGHTING ARRESTOR —► #4 CU GEC PER N.E.C. 250.66 & LOCAL CODE LEGEND INSIDE 3/0 Ti CU (3) 3/0 THWN CU #4 GROUND (1) #4 GROUND /2' CONDUIT. 2 1/2' CONDUIT. MAIN DISC PANEL A MCB 200 AMP MCB 200 AMP 120/240V 120 240V 10 PHASE 1m PHASE RESIDENTIAL ABOVE GROUND 200 AMP ELECTRICAL RISER DIAGRAM NOTE:: FL STATE STATUTE 471.003(2) ELECTRICAL, PLUMBING, AND MECHANICAL CONTRACTORS MAY PROVIDE ALL NECESSARY INFORMATION NEEDED FOR PERMITTING FOR A PROJECT OF THIS SIZE WITHOUT AN ENGINEERS SEAL. NOTF IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO REVIEW THE PLANS FOR ACCURACY. THE SUB CON{RACTOR HAS THE RIGHT AND RESPONSIBILITY TO CHANGE OR CORRECT THE PLANS IN ORDER TO MEET THE REQLJIREMENTS THEIR COMPANY DEEMS NECESSARY TO FULFILL THEIR WARRANTY. PLANS MUST ALSO MEET THE PRESENT CODE REQUIREMENTS. INSIDE (3) 3/0 THWN CU (3) 3/0 Ti CU (1) #4 GROUND (1) #4 GROUND 2 1/2' CONDUIT. 2 1/2" CONDUIT. PROPOSED 200 AMP MA�NBISC C A BNEL METER o. — — ELECIC UTILITY Co. CC M 200 AMP 2 0 P EVIEWED FOR 120/240V 120/240V UGHTING 10 PHASE ,mP DE COMPLIANCE ARRESTOR — — 31? ST. LUCRE COUNTY BOCC PROPOSED GRADE PROPOSEDGRADE (3) 3/0 TiU #4 CU GECTi IN 2 1/2" (MIN) PER N.E.C. CONDUIT FROM ELECTRIC & LOCAL L LOCAL CODE COMPANY TRANSFORMER RESIDENTIAL UNDERGROUND 200 AMP ELECTRICAL RISER DIAGRAM FILE CO ALL DIMENSIONS SHOWN MAY VARY SLIGHTLY DUE TO MATERIAL SIZES AND THICKNESS. STEPS THAT ARE SHOWN MAY VARY IN NUMBER OF STEPS REQUIRED. STEP SIZE: TREAD 11" MIN -RISER 7-3/4" MAX. uraaeman wn1 apply due diligence against emom and omissions, but errors and omissions may occur. Please review your plans, as well as your builder. Tinily Drafting LLC will correct all errors and/or omissions prior to construction without cost. Draftsman's liability limit tiwll rot exceed the price of the plans. r2.2463INITY DRAFTING.; LLC www.tdnitydrofting.com Jody Willis... owner 713 Whitehall St. Plant City, Ff. 33563 U] V M�00 Cip on C"IEu_nmN t M'o Q N 4 n M M O L)n M N C 0 f4 M 0. 00 to 10 L L U C O U .. it,u)'p, O &.c 3 - C Z •' in m a 0 m O M i W m Ot00 .G R C Z •- m _ -.. •- .L 3 s c L E m�vy�° Ice W C M m is d Z— is o N— 0�0 ._ o 0 L r, co 3w 0 0 E 3awwrnOUww _U I.T. w w <C J U W W ry U> W OWO Z r_ U w w win ❑z Oz zw zw QI zo Inw �a 0 oin 0in z 00 's' w o Q J LL rcw w0 0- �o s a z W ww Z O U wow w wca ~p< �/� W 'L) 1..V LUZ W, wz z w w VJ WW O w< Li' o aO �s ~w 0 1��r' ry ww 3w ws www w QUO rc> in R. DATE: 02.24.20 ca w= win zz 0 z_ w, W, mo 1- U DRAW DATE: NOTE...PLAN MUST BE PERMITTED WITHIN 6 MONTHS OF DRAW DATE OR REVISION FEES MAY APPLY ET 2017 FLORIDA BUILDING CODE (NTH EDITION) APPLIES TO ALL NOTES AND SPECIFICATIONS LISTED CODE 17 FBC 6TH E FLORIDA BUILDING R ESIGN CRITERIA...PER 20) STRU):STRUCTURAL D( i. ( ) CODE RESIDENTIAL FOR RESIDENTIAL F C 6TH ED(FLORIDA BUILDING SIGN CRITERIA...PER 2017 B R) ELECTRIUCAL DESIGN CRITERIA ... PER 2017 NEC (NATIONAL ELECTRICAL CODE) NOTE: USE LATEST NEC CODE ADOPTED BY THE LOCAL MUNICIPALITY BUILDING DEPT.. PLUMBING DESIGN CRITERIA... PER 2017 FBC-P 6TH ED(FLORIDA BUILDING CODE -PLUMBING) FUEL -GAS CRITERIA... PER 2017 FBC-FG EVEN ED(FLORIDA BUILDING CODE-FUEL/GAS) MECHANICAL DESIGN CRITERIA... PER 2017 Ell 6TH EO(FLORIDA BUILDING CODE -MECHANICAL) ENERGY EFFICIENCY CRITERIA .... .PER 2017 FBC-EC 6TH ED(FLORIDA BUILDING CODE -ENERGY CONSERVATION) FIRE AND LIFE SAFETY CRITERIA ... PER CURRENT NFPA CODES AND STANDARDS (NATIONAL FIRE PROTECTION ASSOCIATION) AND THE 2017 FBC 6TH ED(FLORIDA BUILDING CODE) IF BUILDING IS IN A WIND BORNE DEBRIS REGION AS DEFINED BY FLORIDA BUILDING CODE. ALL OPENINGS ARE ASSUMED TO BE PROTECTED IN ACCORDANCE WITH FLORIDA BUILDING CODE ALL PRODUCTS MUST MEET THE CRITERIA SPECIFIED BY THE FLORIDA PRODUCT APPROVAL OR MIAMI DADE GUIDELINES (2): ROOFS: 20 PST. ENGINEERING DESIGN LOAD TABLE ON ATTIC W/ STORAGE: SLEEPING ROOKS:: PST. 30 PST. RIGHT SIDE OF PAGE. SUPERCEDES ATTIC W/O STORAGE: 10 PSF. FIGURE SHOWN HERE. ALL OTHER ROOMS: 40 PSF. RAILING: 50 PLF ANY DIRECTION OR 200 lbs. ANY DIRECTION ()' 3 FOUNDATION: THE OUTER FOUNDATION BARS SHALL BE CONTINUOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCE WITH 2O2.3.4 OF THE SSTD 10-93. IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 40 BAR DIAMETERS (25" MIN.). LIKEWISE, THE BOND BEAM REINFORCEMENT SHALL BE CONTINUOUS AROUND ALL CORNERS. ASSUMED MINIMUM EXISTING SOIL BEARING PRESSURE = 2000 P.S.F. SOIL NOTED AS COMPACTED IS 95% MODIFIED PROCTOR, ASTM D1557. (4): SLAB: ALL FORM BOARDS, RECESSED SHOWER, AND GARAGE STEP-DOWN OR OTHER CHANGE OF LEVEL FORMS MUST BE IN PLACE AT THE TIME OF INSPECTION. GRADE PEGS, MADE OF SOLED PLASTIC, STEEL OR OTHER APPROVED MAN-MADE PRODUCT ARE REQUIRED TO BE INSTALLED. WOOD SPIKES OR WOOD GRADE STAKES CANNOT BE USED INSIDE THE SLAB AREA. WOOD FORM BOARDS AND RELATED MATERIAL MAY BE MADE OF NON -PRESSURE TREATED WOOD, BUT MUST BE REMOVED AS SOON AS POSSIBLE AND THE PENETRATIONS PATCHED AND SEALED. NO WOOD OR CELLULOSE CONTAINING MATERIAL MAY BE LEFT IN OR BELOW THE SLAB. WELDED WIRE MESH MUST BE SUPPORTED ON APPROVED SUPPORTS IN THE UPPER ONE THIRD OF THE SLAB. FIBERMESH CAN BE USED IN UEU OF WIRE MESH AS LONG AS CONCRETE MAINTAINS A 28 DAY COMPRESSION STRENGTH OF 2500 PSI. LINTELS, c. NO TAR PAPER, ASPHALT ROLL PAPER, CELLULOSE CONTAINING OR SCRAP MATERIAL MAY BE USED AS A CONCRETE (5)' STOP IN LINTELS FOR THE TIE -BEAM CONCRETE PLACEMENT. ONLY APPROVED METAL CAPS OR SCREENS THAT ARE DESIGNED FOR THAT PURPOSE MAY BE USED. (6): MASONRY* CONCRETE SHALL HAVE A MINIMUM COMPRESSION STRENGTH OF 2500 PSI (UNLESS NOTED OTHERWISE) O 28 DAYS. STEEL REINFORCEMENT SHALL HAVE A MINIMUM YIELD STRENGTH OF 45.000 PSI IN ACCORDANCE WITH ASTM A-61.5. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE / LOAD BEARING IN ACCORDANCE TO ASTM C90 OR C145, 1.900 PSI MINIMUM. GROUT, IF ANY, SHALL HAVE 3/B" MAXIMUM AGGREGATE, B-11 INCH SLUMP 2,000 PSI AS PER ASTM C476. PROVIDE 4" X 4" INSPECTION PORT FOR ALL CONCRETE VERTICAL FILLED CELLS. AT THE BASE OF WALL ALL EXTERIOR CONCRETE BLOCK WALLS ARE DESIGNED AS SHEAR WALLS OR SHEAR WALL SEGMENTS. ALL OPENING LINTELS MUST MEET THE DESIGN SPECIFIED IN PLANS. (7): FRAMING: ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE SPRUCE PINE FUR j2 AT 16" O.C. , UNLESS NOTED OTHERWISE. ALL WOOD GIRDERS SHALL HAVE A MIN. OF (4) - 2"X4" STUDS PLACED DIRECTLY UNDER THE GIRDER AND DOUBLE PLATES. SEE PLANS. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. (8): FIRE CAULK, ASTM 136 RATED FIRE CAULK IS REQUIRED ON ALL WALLS, EXTERIOR BEARING, INTERIOR BEARING AND INTERIOR NON -BEARING WALLS FOR SMOKE AND DRAFT STOPPING. (9): GLAZING : THE FOLLOWING SHALL BE CONSIDERED SPECIFIC LOCATIONS FOR THE PURPOSES OF SAFETY (TEMPERED) GLAZING: 1. GLAZING IN INGRESS AND EGRESS DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS. SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BLDG'S WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS THAN 80 LESS T (524 MN) 1 ABOVE THE DRAIN INLET. S. GLAZING IN AN INDIVIDUAL FIXED OR OPERATIVE WINDOW ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS A 24" (610 MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SO. FT. (0.84 M2). B. BOTTOM EDGE LESS THAN 18" (437 MN) ABOVE THE FLOOR. C. TOP EDGE GREATER THAN 36" (914 MM) ABOVE THE FLOOR. D. ONE OR MORE WALKING SURFACES WITHIN 36" (914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL FILL PANELS. 9. GLAZING IN WALL AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS: (A) LESS THAN 60" (1524 MM) ABOVE THE WALKING SURFACE ON THE POOL SIDE, AND (B) WITHIN 36" (914 MM) HORIZONTALLY OF THE WALKING SURFACE ON THE POOL SIDE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. (10): EXTERIOR PLASTER, INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THE FLORIDA BUILDING CODE LATH: ALL LATH AND LATH ATTACHMENTS SMALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SMALL BE ATTACHED WITH 1-1/2 INCH -LONG (38 MM), 11 GAGE NAILS WAVING A 7/16 INCH (11.1 MM) HEAD, OR 7/8 INCH LONG (22.2 MM), 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MIA), OR AS OTHERWISE APPROVED. PIASTER: PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SWN1 BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN THE FLORIDA BUILDING CODE OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED 13Y VENEER OR OTHER FACING MATERIAL OR B COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS. PROVIDED THE TOTAL THICKNESS 6 AS SET FORTH IN THE FLORIDA BUILDING CODLON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SUB SYSTEM, EXTERIOR PLASTER SEALL 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 THE FLORIDA BUILDING CODE WEEP SCREEDS: 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 3-1/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL LE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MN) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WALL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR THE BUILDING. THE WEATHER -RESISTANT RESISTAM BARRIER SHALL LAP THE ATTACHMENT FLAN THE TERN U S ANDD TERMINAL N THE ATTACHMENT FLANGE OF THE WEEP SCREED (1 1): WATER -RESISTIVE BARRIER, ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MIA). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN B INCHES (152 MIA). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND N IN A MANNER TO MEET THE REQUIREMEN TS OF THE EXTERIOR I AT PENETRATIONS AND BUILDING APPENDAGES TERMINATED WALL ENVELOPE PS DESCRIBED IN THE FLORIDA BUILDING CODE. EXCEPTION: OMISSION OF THE WATER -RESISTIVE BARRIER is PERMITTED IN THE FOLLOWING SITUATIONS-.. 1. IN DETACHED ACCESSORY BUILDINGS. 2. UNDER EXTERIOR WALL FINISH MATERIALS AS PERMITTED IN THE FLORIDA BUILDING CODE. 3. UNDER PAPERBACKED STUCCO LATH WHEN THE PAPER BACKING IS AN APPROVED WATER -RESISTIVE BARRIER. (12): UNDERLAYMENT APPLICATION, UNDERIAYMENT SMALL BE INSTALLED USING ONE OF THE FOLLOWING METHODS: ITOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE), AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). UNDERLAYMENT SMALL COMPLY WITH ASTM D 226, TYPE I OR TYPE II OR ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 AND SMALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD 1 PLACE. STARTING AT THE SAVE. APPLY 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM), AND FASTENED WITH A 1-INCH (25 MM) ROUND PLASTIC CAP, META CAP NAILS OR NAILS AND TIN -TABS ATIACHED TO A NAILABLE DECK WITH ONE ROW IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) D.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (152 MN) O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND THE MANUFACTURER RECOMMENDATIONS, 2.FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER. UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE It OR ASTM D 4869, TYPE N OR ASTM D 6757 AND SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE LAVE AND LAPPED 2 INCHES (51 MM), FASTENED WITH 1-INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN -TABS ATTACHED TO A MHABLE DECK WITH Two STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) D.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT SK4L BE FASTENED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND THE MANUFACTURER RECOMMENDATIONS END LAPS SHALL BE OFFSET BY 6 FEET (1829 MM). 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER INSTALLATION INSTRUCTIONS. (13): BATHTUB AND SHOWER SPACES: BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR. (14). ATTIC ACCESS: THE ROUGH -FRAMED OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES (550 MM BY 762 MIN) AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. WHEN LOCATED IN A WALL, THE OPENING SHALL BE A MINIMUM OF 22 INCHES WIDE BY30 INCHES HIGH (559 MM WIDE BY 762 MM HIGH). WHEN THE ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES (762 MM) AT SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS. PULL DOWN STAIRS MAY BE USED IN LIEU Of TYPICAL ATTIC ACCESS OPENING, PROVIDED THE OPENING MEETS THE MINIMUM OPENING REQUIREMENTS. ACCESS PANELS MUST MEET OR EXCEED THE MINIMUM FIRE RATING REQUIREMENT OF THE WALL OR CEILIW LOCATION. GENERAL SPECIFICATIONS AND NOTES (15): A'PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINS AND TREATMENT CONTRACT RENEWAL SHALL BR PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0' AWAY FROM THE BUILDING SIDEWALLS. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING SIDEWALL TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORA71VE CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFXL IS COMPUTE. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC, SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT PALL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. MINIMUM 6 NIL VAPOR RETARDER MUST BE INSTALLED TO PR07ECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE DR GRADE WITHIN V- 0" OF THE STRUCTURE SIDEWALLS. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE. INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. ALL BUILDINGS ARE REWIRED TO HAVE PRE -CONSTRUCTION TREATMENT. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE:"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES". AFTER ALL WORK IS COMPLETED, LOOSE WOW AND FILL MUST BE REMOVED FROM BELOW AND WITHIN V-O" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC SHALL BE BURIED WITHIN 15' - O' OF ANY BUILDING OR PROPOSED BUILDING SON. IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-91 TERMITE PROTECTION OPTIONS: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED 7ERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES (AS NOTED ABOVE), BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, DR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTA TREATMENT TO NEW CONSTRUCTION. UPON COMPLETKIN OF THE APPLCATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SMALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN (I 6)JMME a Onuwaua: 'MASONRY - GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM. POUR SLOPED CONTINUOUS CONCRETE RAKE BEAM UNLESS DETAILED OTHERWISE. (REFERENCE DETAILS ON STRUCTURAL SHEETS). WOOD - GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM BALLOON STUD FRAMING UNLESS DETAILED OTHERWISE. (REFERENCE DETAILS ON STRUCTURAL SHEETS). (1 7):AALLLROOFING MATERIALS AND APPLICATIONS MUST MEET THE FLORIDA PRODUCT APPROVAL OR MIAMI DADE GUIDELINES AND MANUFACTURERS MINIMUM REQUIREMENTS. VENTILATED SOFFIT MATERIAL SHALL BE PROVIDED AND INSTALLED PER MANUFACTURERS SPECIFICATIONS FOR CROSS VENTILATION. RIDGE VENT AND OFF RIDGE VENTS CAN BE INSTALLED AS REQUIRED. USE NON VENTED SOFFIT MATERIAL AND NO ROOF VENTING WHEN ATTIC FOAM INSULATION IS APPLIED UNDER ROOF SHEETING. ROOF VENTILATION FOR METAL ROOFS ... SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ROOF VENTING DETAILS. ALL ROOF FLASHING TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. BASE FLASHING SHALL BE OF EITHER CORROSION -RESISTANT METAL OF MINIMUM NOMINAL 0.019 (0.483 MM) THICKNESS OR MINERAL SURFACE ROLL ROOFING WEIGHING A MINIMUM OF 77 LB PER 100 SO FT (3.76 KG/M2). CAP FLASHING SHALL BE CORROSION RESISTANT METAL OF MINIMUM NOMINAL 0.019 INCH (0.483 MM) THICKNESS. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING ASPHALT SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED. 1. FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL THE VALLEY LINING SHALL BE AT LEAST 16 INCHES (406 MM) WIDE AND OF ANY OF THE CORROSION -RESISTANT METALS. 2. FOR OPEN VALLEYS. VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL ROOFING SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18 INCHES (457 MN) AND THE TOP LAYER A MINIMUM OF 36 INCHES (914 MM) WIDE. 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LINING SHALL BE ONE OF THE FOLLOWING: 1. BOTH TYPES 1 AND 2 ABOVE, COMBINED 2. ONE PLY OF SMOOTH ROLL ROOFING AT LEAST 36 INCHES WIDE (214 MIN) AND COMPLYING WITH ASTM D 224 3. SPECIALTY UNDERLAYME14T AT LEAST 36 INCHES (914 MM) AND COMPLYING WITH ASTM D 1970. DRIP EDGE SHALL BE PROVIDED AT EAVES AND CABLES OF SHINGLE ROOFS, AND OVERLAPPED A MINIMUM OF 2 INCHES (51 MM) SAVE DRIP EDGES SHALL EXTEND 1/4 INCH (6.4 MM) BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES (51 MM). DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES (305 MM) ON CENTER. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30 INCHES (762 MM) WIDE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. ATTACH PLYWOOD OR OSS SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COMMON NAILS AS FOLLOWS: (UNLESS OTHERWISE NOTED) Bd:(SEE STRUCTURAL DETAIL SHEETS) A. 4' O.C. ALONG EDGES OF PLYWOOD PANELS. B. 6" O.C. ALONG FIELD OF PLYWOOD PANELS. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THE LATEST TPI DESIGN REQUIREMENTS. THE TRUSS MANUFACTURER IS RESPONSIBLE TO FURNISH ALL REACTION LOADS FOR DEAD LOADS, EWE LOADS AND WIND LOADS. MANUFACTURER TO SUBMIT TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA REGISTERED ENGINEER. (t 8): WINDOWS AND DOORS: NGTE ... SEE GLAZING SECTION FOR TEMPERED GLASS REQUIREMENTS. ALL WINDOWS AND DOORS SHALL BEAR CERTIFICATION THAT THEY MEET THE DESIGN WIND LOAD PRESSURES. SELECTED DOORS MUST BEAR AN ANNA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. IF BUILDING IS IN A WIND BORNE DEBRIS REGION AS DEFINED BY FLORIDA BUILDING CODE. ALL WINDOWS & GLASS DOORS TO HAVE IMPACT RESISTANT GLAZING OR INSTALLED WITH APPROVED HURRICANE SHUTTERS/PANELS OR HIGH WIND BOARD -UP PROTECTION (SEE DETAILS). IF HURRICANE SHUTTERS/PANELS OR HIGH WIND BOARD -UP PROTECTION IS TO BE USED, ALL INSTALLATION HARDWARE AND SHUTTERS/PANELS ARE TO BE KEPT ONSFTE. EXTERIOR DOOR BUCK ANCHORAGE REQUIREMENTS ARE AS FOLLOWS: 1/4" MASONRY SCREWS (2" PENETRATION MIN.) IN ROWS OF (2) SCREWS AT BOTH ENDS OF BUCK AND EVERY 12-OC... ALSO MUST MEET THE MINIMUM MANUFACTURER'S REQUIREMENTS. Y1llIlXKT MJIYLLA 11NN - W ...M 19 ( ) T ON T BUCKSTRIPS SHOULD BE PLACED AND SET IN A BEAD OF SEALANT. SEAL THE EXTERIOR JOINT BETWEEN HE MASONRY AND HE BUCKSTRIP. ALL GAPS ARE TOSEALED. BUCKSTRIPS WILL RUN THE ENTIRE LENGTH OF THE WINDOW OPENING. IF THE SILL IS PRE -CST, A BUCKSTRIP IS NOT REQUIRED. BUCKSTRIPS ARE TO BE MADE OF PRESSURE TREATED SPRUCE, YELLOW PINE, OR COMPARABLE LUMBER. UNDER FLORIDA BUILDING CODE. A BEVEL OR TAPER LOCATED ON THE BUCK IS PERMITTED IF THE WINDOW FRAME IS COMPLETELY SUPPORTED AT BOTH THE INTERIOR AND EXTERIOR BY THE BUCKSTRIP.... MUST ALSO MEET THE MANUFACTURERS MINIMUM REQUIREMENTS. 3/4" THICK WOOD BUCKSTRIPS : FASTENERS FOR INSTALLATION WILL BE MASONRY SCREWS (MINIMUM 3/16" X 2 3/4"). INSTALLED THROUGH THE BUCKSTRIP AND WINDOW INTO THE MASONRY, WINDOW MAY BE SHIMMED AS NECESSARY PROVIDED A SCREW EMBEDMENT (MINIMUM 1 1/4") IS MAINTAINED IN THE MASONRY. FASTENERS WILL BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF IS" O.C. THEREAFTER IT IS RECOMMENDED NOT TO INSTALL FASTENERS THROUGH THE SILL OF THE WINDOW. BUCKSTRIPS SHOULD MEASURE NO LESS THAN 3/4' X 2 1/B ...... MUST ALSO MEET THE MANUFACTURERS MINIMUM REQUIREMENTS. 1 1/2" THICK (OR GREATER) WOOD BUCKSTRIPS (NOT SHOWN) : WINDOW FASTENERS FOR INSTALLATION SHOULD BE A MINIMUM /10 X 1 1/2" WOOD SCREWS, INSTALLED INTO THE BUCKSTRIP THROUGH THE WINDOW. WINDOW MAY BE SHIMMED AS NECESSARY PROVIDED A SCREW EMBEDMENT (OF MINIMUM 1 1/4") IS MAINTAINED IN THE BUCKSTRIP. FASTENERS SHOULD BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18" O.C. IT IS RECOMMENDED NOT TO INSTALL FASTENERS THROUGH THE SILL OF THE WINDOW. BUCKSTRIPS SHOULD BE NO LESS THAN 1/2" X 2 1/8". TO MAINTAIN A 1 1/4" EMBEDMENT, BUCKSTRIPS SHOULD BE INSTALLED USING MINIMUM 3/16" X 2 3/4" MASONRY SCREWS AND BE I S" O.C. THEREAFTER. ....MU REQUIREMENTS. T ALSO MEET THE MANUFACTURERS MINIMUM MAS5 r rrMa wtES' nun __`BTU (20): ) INSTALUTON FASTENERS FOR WINDOWS ARE TO BE A 1 1/2" (MINIMUM), 4D NAILS OR /6 X 1 1/2" DRYWALL SCREW, WITH A EMBEDMENT OF 1 1/2" (MINIMUM). FASTENERS SHOULD BE LOCATED AT A MAXIMUM OF 4" FROM EACH CORNER AND 18" O.C. THEREAFTER FOR SCREWS AND 9" O.C. FOR NAILS. IT IS RECOMMENDED FOR ALL SCREWS AND/OR NAILS TO BE SEALED, PREVENTING INTRODUCTION OF WATER AND AIR. PRODUCT MAY BE SHIMMED AS NECESSARY. ....MUST ALSO MEET THE MANUFACTURERS MINIMUM REQUIREMENTS. WEATHERPROOFING FLEXIBLE FLASHING TO BE INSTALLED IN WEATHERBOARD FASHION. TOP LAYER TO OVERLAY ANY LAYER BENEATH. WEATHER RESISTANT BARRIER T C THE FLEXIBLE FLASHING AT THE HEADER. APPLICATION OF WEATHER RESISTANT BARRIER WILL VA STAIN BA 0 OVER L E VARY DEPENDING UPON WHEN INSTALLATION OCCURS. IF INSTALLED BEFORE WINDOW INSTALLATION TAKES PLACE. E IS TO BE TUCKED UNDER SILL FLASHING AND OVERLAP THE JAMBS AND HEADER FLASHING. THE WINDOW BUCK SHALL EXTEND BEYOND THE INTERIOR UP OF THE WINDOW. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE TO BE TESTED AND ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF A BATHTUB, SHOWER, SPA, ETC., SHALL BE SAFETY GLAZED. WINDOW AND DOOR SIZES, TYPE. AND LOCATION ARE INDICATED ON PLANS MANUFACTURER INSTALLATION SPECIFICATIONS SUPERSEDED THE ABOVE REQUIREMENTS. (21 ).PLOMBING: 'ALL PLUMBING SUPPLY, DRAINS AND VENTS MUST MEET THE MINIMUM REQUIREMENTS SPECIFIED IN THE FLORIDA BUILDING CODE PLUMBING 22 ELECTRICAL' ALL ELECTRICAL MUST MEET THE MINIMUM REQUIREMENTS SPECIFIED BY THE CURRENT NEC (NATIONAL ELECTRICAL CODE) STANDARDS SMOKE AND CARBON MONOXIDE DETECTORS: THE PROPER PLACEMENT OF UNITS SHALL BE IN ACCORDANCE WITH THE NATIONAL FIRE PREVENTION CODE AND MEET THE MINIMUM REQUIREMENT SET FORTH IN THE FLORIDA BUILDING CODE. SEE ELECTRICAL PLANS. (23):MECHANICAL: ALL MECHANICAL MUST MEET THE MINIMUM REQUIREMENTS SPECIFIED BY THE FLORIDA BUILDING CODE (MECHANICAL) CONDENSATE UNES SHALL DISCHARGE AT LEAST 12" AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH CLOCKS. EQUIPMENT DISCONNECT MUST BE WITHIN SIGHT OF THE EQUIPMENT. BATHROOMS MUST BE VENTILATED MECHANICALLY AND EXHAUSTED TO BUILDING EXTERIOR. AIR HANDLER FLOAT SWITCHES ARE REQUIRED TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATE DRAIN LINE IS NOT WORKING PROPERLY. THERE MUST BE A NOTICE POSTED ON THE ELECTRICAL PANEL ALERTING THE HOME OWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC (WHEN APPLICABLE). DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.{26 GAUGE (0.48mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. FBC R309./.1 ALL MECHANICAL EQUIPMENT INCLUDING: A/C CONDENSERS, POOL PUMPS. POOL FILTERS. POOL HEATERS, ETC." SHALL BE SECURED TO RESIST LOCATION WIND LOADS. IN GARAGES ALL GAS WATER HEATERS SHALL BE ELEVATED TO INSURE THAT THE LOWEST IGNITION SOURCE IS IS" ABOVE THE FLOOR. (24): FLOOD PRONE AREAS: ALL MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT MUST BE LOCATED AT OR ABOVE THE DFE (DESIGNED FLOOD ELEVATION.) ALL MATERIALS LOCATED BELOW THE DFE (DESIGNED FLOOD ELEVATION) MUST BE IMPERVIOUS TO FLOOD WATERS, (25):SMOKE ALARMS: SMOKE DETECTION AND NOTIFICATION. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. SMOKE DETECTION SYSTEMS, HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED 7N ACCORDANCE WITH NFPA 72 THAT INCLUDE SMOKE ALARMS, OR A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICE INSTALLED AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS, SHALL BE PERMITTED. THE HOUSEHOLD FIRE ALARM SYSTEM STALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION AND ALARM AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS. WHERE A HOUSEHOLD FIRE WARNING SYSTEM IS INSTALLED USING A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICE(S), IT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY AND OWNED BY THE HOMEOWNER. THE SYSTEM SHALL BE MONITORED BY AN APPROVED SUPERVISING STATION AND BE MAINTAINED IN ACCORDANCE WITH NFPA 72. LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3 ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. ALTERATIONS, REPAIRS AND ADDITIONS. WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED DR CREATED IN EXISTING DWELUNGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. EXCEPTIONS: 1. WORK INVOLVING THE EXTERIOR SURFACES OF DWELLINGS, SUCH AS THE REPLACEMENT OF ROOFING OR SIDING, OR THE ADDITION OR REPLACEMENT OF WINDOWS OR DOORS, OR THE ADDITION OF A PORCH OR DECK, ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. 2. INSTALLATION, ALTERATION OR REPAIRS OF PLUMBING OR MECHANICAL SYSTEMS ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. POWER SOURCE: SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. SMOKE ALARMS SHALL BE INTERCONNECTED. EXCEPTIONS: 1. SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER. 2. INTERCONNECTION AND HARD -WIRING OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE THE ALTERATIONS OR REPAIRS DO NOT RESULT IN THE REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPOSING THE STRUCTURE, UNLESS THERE IS AN ATTIC, CRAWL SPACE OR BASEMENT AVAILABLE WHICH COULD PROVIDE ACCESS FOR HARD WIRING AND INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR FINISHES. CARBON MONOXIDE PROTECTION. EVERY SEPARATE BUILDING OR AN ADDITION TO AN EXISTING BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS ISSUED AND HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE. A FIREPLACE, AN ATTACHED GARAGE, OR OTHER FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE AS A BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES IN THE NEW BUILDING OR ADDITION, OR AT SUCH OTHER LOCATIONS AS REQUIRED BY THIS CODE. (26): SURFACE DRAINAGE: SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3040 MM). EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL WITHIN I FEET (3048 VIM), DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM STRUCTURE. (27). OPENING OPENINGS FROM AAPPRIVATE GARAGE DIRECTLY INTO A PROM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH INSULATED SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES (35MI4) IN THICKNESS, INSULATED SOLD DR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES (35MM) THICK... (20-MINUTE FIRE -RATED DDORS..MINIMUM)AND AN AUTOMATIC DOOR CLOSURE INSTALLED. SEPARATION REQUIREMENTS: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN I/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. ( DOORS SEPARATING THE GARAGE FROM THE RESIDENCE: REFER TO 'OPENING PROTECTION' SECTION LISTED ABOVE. (28). GUARD RAILS -STAIR RAILS -STAIRS: GAURDRAIL HEIGHT: (REQUIRED WHEN FLOOR SURFACE IS OVER 30" IN Mr.) SINGLE FAMILY RESIDENTIAL..36"H MULTI FAMILY AND COMMERCLAL..42"H HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE HOT LESS THIN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 VIM). EXCEPTIONT&THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. WHEN HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, THE TRANSITION FROM HANDRAIL TO GUARDRAIL OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FIRINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHT. CONTINUITY. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCH (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS:. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. GRIP -SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILTIY. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SMALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2 1/4 INCHES (57 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH o'25 MM). TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL 4 INCHES M TO A MAXIMUM OF 23 4 INCHES 70 MM . EDGES SHALL HAVE A MINIMUM RADIUS F 1 BE 1132 M DAIS 0 0.0 /( ) / ( ) INCH (0.25 VIM). OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES (111 MM) IN DIAMETER. WOOD/PLASTIC COMPOSITES. WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TREADS, HANDRAILS AND GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED PERFORMANCE LEVELS AND DEMONSTRATING COMPLIANCE WITH THE PROVISIONS OF ASTM D 7032. WOOD/PLASTIC COMPOSITES SWILL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER S INSTRUCTIONS. HANDRAILS AND GUARDS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS (0.B9 ION). APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE (29): STAIRS: TREAD... DEPTH 10-(MIN) WITH 1" NOSING OR 11-(MIN) WITHOUT NOSING RISER... 7-3/4" HEIGHT (MAX) SPIRAL STAIRWAYS ARE PERMITTED. PROVIDED THE MINIMUM CLEAR WIDTH AT AND BELOW THE HANDRAIL SHALL BE 26 INCHES WITH EACH TREAD HAVING A 7-1/2- MINIMUM TREAD DEPTH AT 12 INCHES FROM THE NARROWER EDGE. ALL TREADS I THE RISE NO RE THAN 9-1 2". A MINIMUM SHALL BE DEAR AND E E SMALL BE MOR E / HEADROOM OF 6'-B"SHALL BE PROVIDED. SERVING OCCUPANT LOAD LESS THAN 5 PERSONS (30): CLARIFICATION OF OET ISHEETS- NOTE: SOME DETAIL SHEETS REFER TO OTHER SHEETS THAT ARE PART OF THE PLAN SET. IF THE PLAN REFERS TO A SHEET (PAGE) WITH A LETTER/NUMBER, IT REFERS TO ANY OR ALL OF THE SHEETS (PAGES) WITHIN THAT PARTICULAR PART OF THE PLAN SET. EXAMPLE: IF A DETAIL ON PAGE S3.1 REFERS TO PAGE S5, THEN ANY/ALL SHEETS (PAGES) LABELED S5.1, S5.2 ETC... PERTAIN TO THE DETAIL SPECIFIED, WIND ZONE (MPH): SEE DESIGN LOAD TABLE OCCUPANCY TYPE: SINGLE FAMILY RESIDENTIAL CONSTRUCTION TYPE: VB SPRINKLED UNSPRINKLED WIND IMPORTANCE FACTOR: FACTORED IN DESIGN LOAD TABLE WIND EXPOSURE CATAGORY: SEE DESIGN LOAD TABLE RISK CATAGORY: SEE DESIGN LOAD TABLE REQUIRED COMPONENT AND CLADDING PRESSURES: SEE DESIGN LOAD TABLE APPROVED PRODUCTS: PRODUCTCATEGORY SUBCATEGORY MANUFACTURER APPROVAL NUMBER DATE R00 RING ASPHALTSHINGLES G AF FL 10124.1 ww 2017APPROVED ROOFING UNDERLAYMENT GAF FL 10626.1 08/15/2018APPROVED ROOFING CEMENT GAF FL 620.1 IV12/2017 APPROVED ROOFING ROOF VENT (INTEGRAL) FLORIDA METAL PRODUCTS FL21580 1Z/12/2017APPROVED WINDOWS CASEMENT PGT FL 245.3 09/14/2017 APPROVED WINDOWS CASEMENT PGT FL 245.4 09/14/2017APPROVED WINDOWS FIXED (NON IMPACT) PGT FL5012.3 11/02/2017APPROVED WINDOWS. FIXED (IMPACT) PGT FL 5012.5 11/02/2017 APPROVED WINDOWS MULLIONS(IMPACT) PGT FL17519.1 11/18/2017APPROVED WINDOWS SINGLE HUNG (NON IMPACT) PGT FL239.2 12/25/2017APPROVED WINDOWS SINGLE HUNG (IMPACT) PGT FL239.3 12/25.2017APPROVED WINDOWS SINGLE HUNG (NON IMPACT) PGT FL239.6 12/25/2017APPROVED WINDOWS SINGLE HUNG (IMPACT) PGT FL239.7 12/25.2017APPROVED SHUTTERS FABRIC STORM PANELS GLOBALPROTECTION PRODUCTS FL15088 IVIV2017APPROVED SHUTTERS STORMPANELS GLOBAL PROTECTION PRODUCTS FL15076.2 12/12/2017APPROVED SHUTTERS BAHAMA ATLANTIC PREMIUM SHUTTERS FL5480.1 12AV2017APPROVED PANEL WALLS SOFFITS KAYCAN LTD FL 16SO3 12/20/2017APPROVED PANEL WADS SIDING (VINYL) CERTAINTEED FL 12483.1 IVIV2017 APPROVED PANEL WALLS SIDING (CEMENTUOS) JAMES HARDIE BUILDING PRODUCTS FL 13223.2 10/10/2017APPROVED EXTERIOR DOORS SLIDING GLASS DOORS (NON IMPACT) PGT FL 251-3 12/25/2017APPROVED EXTERIOR DOORS SLIDING GLASS DOORS (IMPACT) PGT FL251.7 12/25/2017APPROVED EXTERIOR DOORS SWINGING 6'-8"H(IMPACT) THERMA-TRU FL7640.5 12/12/2017APPROVED EXTERIOR DOORS SWINGING94"H(IMPACT) THERMA-TRU FL7630.4 12/12/2017APPROVED EXTERIOR DOORS SWINGING V-8"H (IMPACT) THERMA-TRU FL5891.1 12/w2017APPROVED EXTERIOR DOORS SWINGING 8'-0"H(IMPACT) THERMA-TRU FL5891.4 1Z/12/2017APPROVED 'EXTERIOR DOORS SECTIONAL EXTERIOR DOOR OVERHEAD DOOR CORP FL14170.7 12/12/2017APPROVED *SEE PRODUCTAPPROVAL FOR IMPACT RESISTANT GLAZING DETAILS IF GLAXING IS INSTALLED IN GARAGE DOOR STRUCTURAL COMPONENTS WOOD CONNECTORS AND ANCHORS SIMPSON STRONG -TIE FL15363 12/19/2017APPROVED STRUCTURAL COMPONENTS WOOD CONNECTORS AND ANCHORS SIMPSONSTRONGME FL10441 IV21/2017APPROVED STRUCTURAL COMPONENTS WOOD CONNECTORS AND ANCHORS SIMPSON STRONG -TIE FL10446 12/13/2017APPROVED STRUCTURALCOMPONENTS WOOD CONNECTORS AND ANCHORS SIMPSON STRONG -TIE FL2355 12/12/2017APPROVED STRUCTURAL COMPONENTS WOOD CONNECTORS AND ANCHORS SIMPSON STRONG -TIE FL13872 1Z/16/2017APPROVED STRUCTURALCOMPONENTS WOOD CONN ECrORS AND ANCHORS SIMPSON STRONG -TIE FL10456 12/19/2017APPROVED STRUCTURAL COMPONENTS WOOD CONNECTORS AND ANCHORS SIMPSONSTRONGME FL11468 IV12/2017APPROVED STRUCTURAL COMPONENTS EPDXYANDRETROREBARANCHORS SIMPSONSTRONGME FL15730 12/19/2017APPROVED STRUCTURALCOMPONENTS NEWTECHNOLOGY HUBER ENGINEERED WOODS LLC FL37146(ROOFZIP SHEETING) 10/24/2017APPROVED STRUCTURALCOMPONENTS NEWTECHNOLOGY HUBER ENGINEERED WOODS LLC FL17147-Rl (WALLZIP SHEETING) 10/25/2017APPROVED STRUCTURAL COMPONENTS PRECASTUNTELS CASTCRETE FL15&1 11/21/2017APPROVED STRUCTURAL COMPONENTS STRUCTURALLUMBER WEYERHAEUSER FL6527 (Y7/03/2017APPROVED STRUCTURAL COMPONENTS ANCHORS FOR AC CONDENSOR UNITS BMP INTERNATIONAL FL14239.1 10/10/2017APPROVED STRUCTURAL COMPONENTS NEWTECHNOLOGY Smart Vent Products, Inc. FL5822.1 10/10/2017APPROVED STRUCTURAL COMPONENTS THEADEDROD-NUTS AND WASHERS MUST MEET MINIMUM ASTM STANDARDS NOTE: THE OWNER OR BUILDER HAS THE ABILITY TO CHANGE PRODUCT OR SERIES IF THE REPLACEMENT'S SPECIFICATIONS MEET OR EXCEED THE DESIGN PRESSURES REQUIRED IT 15 THE RESPONCIBILITY OF THE OWNER OR BUILDER TO PROVIDE THE REPLACEMENTS' NOA OR FLORIDA PRODUCTAPPROVAL INFORMATION Floor and Roof Live Loads Uninhabitable Attics: 20 psf Habitable Attics, Bedroom: 30 psf All Other Rooms: 40 psf Garage: 40 psf Roofs: 20 psf Wind Design Data Ultimate Wind Speed: 170 mph Nominal Wind Speed: 132 mph Risk Category: 11 Wind Exposure: C Enclosure Classification: Enclosed Internal Pressure Coefficient: 0.18 +/- Components and Cladding Design Pressures: Roofing Zone 1: +23.4 psf max., -37.2 psf min. Roofing Zone 2: +23.4 psf max., -64.7 psf min, Roofing Zone 3: +23.4 psf max., -95.7 psf min. Roofing at Zone 2 Overhangs: -75.5 psf min. Roofing at Zone 3 Overhangs: -126.9 psf min. Stucco, Cladding, Doors & Windows: Zone 4: +40.5 psf max., -43.9 psf min. Zone 5: +40.5 psf max., -54.2 psf min, End Zone Width: 4.00 ft. The Nominal Wind Speed was used to determine the above Component and Cladding Design Pressures. All exterior glazed openings shall be protected from wind-borne debris as per Section 1609.1.2 of the 2017 Florida Building Code. saassmssaa Geotechnical Information Design Soil Load -Bearing Capacity: 2,000 psf REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILL vv r 4 ALL DIMENSIONS SHOWN MAY VARY SLIGHTLY DUE TO MATERIAL SIZES AND THICKNESS. STEPS THAT ARE SHOWN MAY VARY IN NUMBER OF STEPS REQUIRED. STFP ..Rl7F' TRFAn 11" MIN_RIRFR 7-'A/A" MAX DraRsnan will apply due diligence against enors and omissbre, but errors and omissions may occur. Heass review your plans, as well as your builder. Trinity Drafting LLC vrill mrred all errors and/or omissions prior to construction vAthout mst. Cmftsman1s liability lirrit will rot exceed the price ofthe plans TRINITY DRAFTING LLC 813.482.2463 www.tfinitydrafting.com Jody Willis ... owner 713 Whitehall St. Plant City, H. 33563 9 Of s O O DRAW DATE: NOTE ... PLAN MUST BE PERMITTED WITHIN 6 MONTHS OF DRAW DATE OR REVISION FEES MAY APPLY ww ��• " N M m 00 - N CM -VCA EM WOn, .on - °a o- Vo .,oroDr. -InHmW mp MZ0'-W M M cV E a D ° ^ c Dm YC-pW) A i -i Nm0CXU .. CD LnU C M0 01� OIn m 0.&C3-CZ ",M 1' C m m a O 0O M m = C p1 r O Ln L C '- E 0C. M4hdL o CW. uZo In . co 3L0 i w m o f W W- m0 V M.W Z 0 W 0 < 1 W w W 0 Z "__ID Ilf W 0 1/� //'�� 1✓ Z) U U) (W 01 0 Q 1 Z W 0 Z > Z 0 0 0 (0 0 0 0 ty- - 0 Z5_ L U 0 T I! IL I..Lf 0 LL I 10 DATE: 02.24.20 ft