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HomeMy WebLinkAboutBuilding PlansGRP2 ELEV'B'- SHEET LIST Sheet Number Sheet Name GRP2 0.2 SLAB PENETRATIONS ELEV'B' GRP2 0.4 PLUMBING & ISOMETRICS PLAN FLOOR GRP2 1.2 PLANS 'B' GRP2 2.2 ELEVATIONS B GRP2 3.2 ROOF PLAN 'B' GRP2 4.2 SECTIONS ELEV'B' GRP2 5.1 INTERIOR ELEVATIONS GRP2 6.2 ELECTRICAL & FLOORING ELEV'B' STF2UC -URAL DESIGN PAGES FOLLOW I MM GRP2 - E LEV 'B' - AREA Name Area _ HEATED 1ST FLOOR 1603 SF UNHEATED_ 1603 SF GARAGE 387 SF PORCHI 81 SF UNDER ROOF 468 SF 2071 SF GRP2 - ELEV'B'- AREA (STUD) Name I Area 1ST FLOORI 1544 SF 1544 SF i Product Approval/ NOA Index Sheet f Master Schedule List / Product Approval Refence Sheet Component Model/Series Product pproval # Approval Date Design Pressures Impact Resistant Roof TAMKO Bldg. Products, inc. Asphalt Shingles Roofing 3-Tab Glass Seal Elite FL18355.1 12/12/2017 N/A Covering Interwrap Underlayment's Roofing RhinoroofU20 FL15216 12/12/2017 N/A Masonite International Fiberglass Swing door Belleville Smooth. Fiberglass 6- Panel. FL4334.1 1/2/2018 +70 -70 Yes Masoni a International Steel Swina door - Belleville Steel Full Lite FL4904.6 12/21/2017 +50.5 -50.5 e Doors Wayne Dalton Overhead Single Door Series 9100 FL9174.1 1/2/2018 +26.9 -30.8 Yes Wayne Dalton y overhead Ove Double Door - Series 9100 FL9174.4 1 2 2018 !/ + 30 -33.5 Yes Ply Gem Windows Vinyl Fixed Window Series 1500 FL16104.1 12/27/2017 +55 -55 No .Windows/ Ply Gem Windows Vinyl Single Hung Window Series 1500 FL16103.1 12/27/2017 +50 -so No Sliding Doors Ply Gem Windows: Vinyl irtegrai Mull (Twin & Triple) Window Series 1500 FL16100.2 10/17/2017 +50 -50 No Siding Ply Gem Windows ` - Mastic Vinyl Siding Mastic C t,c Eclipse 4.5" Dutch Lap -. Siding FL23885.1 12/12/2017 +73.6 73.6 Yes Shutter Global Protection Products, 24 Gauge Galvanized Steel Storm Panel - FL15076.2 12/1212017 +20 -20 Yes Soffit Aluminum Coils, Inc. Aluminum Soffit FL12194.1 12/15/2017 +80 -90 No United Steel Production Co Wood Connectors HD28-21F FL12232-R3 12/21/2017 - United Steel Production Co Wood Connectors H00210-21F FL17241-112 11/02/2015 - .United Steel Production Co Wood Connectors MSTA48 'FL17244-RI 04/12/2015 United Steel Production Co Wood Connectors. RT16A FL17236-R3 02/13/2018 United Steel Production Co Wood Connectors MTW16 FL17244-Rl 04/12/2015 United Steel Production Co Wood Connectors MTW12 FL17244-RI 04/12/2015 - United Steel Production Co Wood Connectors HTT45 FL17324-R4 08/13/2017 United Steel Production Co - Wood Connectors MSTC40 FL17244-RI 04/12/2015 United Steel Production Co. Wood Connectors MSTC66 FL17244-Rl 04/12/2015 Structural United Steel Production Co Wood Connectors STAD14 FL17249-R4 12/21/2017 Components United Steel Production Co - Wood Connectors ADTT-TZ FL17249-114 12/21/2017 United Steel Production Co Wood Connectors - MPA1 FL17244-RI 04/12/2015 United Steel Production Co Wood Connectors RT15 171-17236-113 02/13/2018 United Steel Production Co Wood Connectors RT7AT FL20872-112 12/12/2017 United Steel Production Co Wood Connectors RT7A FL17236-R3 02/13/2018 United Steel Production Co Wood Connectors C44 FL17239-R2 04/11/2015 United Steel Production Co Wood Connectors PA44E FL17239-R2 04/11/2015 United Steel Production Co Wood Connectors FA4 FL17249-114 12/21/2017 United Steel Production Co Wood Connectors RS14-100 FL17244-R1 04/12/2015 United Steel Production Wood Connectors KST272 ` FL17244-RI 04/12/2015 Updated 04/05/2018 I — 0 M 0 0 N A;�� 1,1 2019 N Uj 37'-8" \�`\\+. ... I FR/41 Z a. e. —_ -'0• S E F �� 0 .gyIn p•• �\ o/// S/p L ���\\ W M /III111xi?\ 2 I— n O Or LJLJ 1, II III LU A. { _ a Z 0 F— C Q r I`n Ft i to _ n LL IIl f CC 4 ..r. ..»,. W.W�'L FF LU Lo m II I N IL H C 4 I Q fa ^ e2 1 Z a Uj h fi e 3 I - L.� = II ),11�� -IIi Z . f4 Of O u '�' I I Z --E I I^ i _ 4i Co Q "4 5 14'-101/2' I /D HOOKIJPS�I 1 i 1 = _ in a ^_ I -_j"L J_J II 0 HVAC - J <. f A PAD I nV 1181/4111 1 1/2" 3-21/4"` —I Ln �� =_ =L_ �� n 4 II n s 'I ` j•' �� — L T _ ®I UJ b A — *- _ I F— j i re n Ak,4. I II II Iti i I r LL Lu O r. O Z I " Q a I I ,n I H i r � n 0 I u 0 ;, l `` LU 4 Q �� .._ 1 , _,.at. _ .._ ...:..,..i r 4 'r W , e. , F iY 1'-81/2° a 1' 81/2" 16'-3" V�p J RE 1 /� WED F FF, 19'-8" 1,14 4'-3" 13-9" CODE COMPLIANQ 37'-8" ST. LUCIE COUN BOCCI--r� J SLAB PENETRATIONS ELEV'B' FILE COPY 1 1/411=11_01I AT 22" X 34" LAYOUT 1/311=1'0"AT11"X17"LAYOUT 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 4t r O ,� d ch U_ ®- 0 j W 00 CD CD O H aw_ W CL z v7 Uj w - I— :fk CO J N O Q No— g R O - CD J N Q 2 PLAN # / ORIENTATION: 1612 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/1.9/1.9 SHEET # 112 WALL LEGEND FULL HEIGHT 2X4 WOOD STUD PARTITION STONE VENEER BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FULL HEIGHT 2X6 WOOD STUD PARTITION DRYWALL OPENING WIDTH AS NOTED ON PLAN, 6-8" HDR HT, 1 ROD & SHELF NOTE: EXTERIOR WALLS FRAMED AT 16" O.C. INTERIOR NON - BEARING WALLS FRAMED AT 24" O.C. REF TO STRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION 1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS 2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2. 3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER PER FLORIDA BUILDING CODE R 308.4.5. 4) NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED WI WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY) 5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE 6) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES @ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5 7) INSTALL 1318" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.1.5, PLAN NOTES 8) THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARTION SHALL ALSv BE PROTECTED BY NOT LESS THAN 1/2" GYPSOM BOARD OR EQUIVALENT 9) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST COMPLY WITH R6122 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PRVENTION DEVICE 10) PROVIDE FIRE BLOCKING PER SECTION R-302.11 11) PROVIDE DRAFT STOPPING PER SECTION R-302.12 12) PLANS TO BE DESIGN ACCORDING TO TABLE R301.2(1) OF 2017 FLORIDA BUILDING CODE 2668 DOOR W/ TOP & BOTTOM LOUVERED DOOR SQUARE FOOTAGE DOOR STYLES & RAILS 16.67 SQ. FT. -7.05 SQ. FT. LOUVERS 1/8"X11-9"X56" -1.02 SQ. FT. NET OPEN AIR FLOW _ 8.60 SQ. FT. VOLUME OF AIR CONDITIONED SPACE 12824 CUBIC FEET TABLE R302.6 Dwelling/Garage Separation Se aration Material From the residence and attics Not less than gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than 56 -inch Type X gypsum board or equivalent Structure(s) supporting floor -ceiling assemblies used for separation required by this section Not less than Yrinch gypsum board or equivalent 13) R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.9.11FLAME SPREAD INDEX. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200. EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS, BASEBOARDS AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR FRAMES; OR TO MATERIALS THAT ARE LESS THAN 1/28 INCH (0.91 MM) IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED TO A NONCOMBUSTIBLE BACKING. a N CV bo CV _!][z 0 0 M� 0 00 CV O o= �CJ� W 37'-8" 5'-11" 8'4" 7'-10" 6'-7" 3'-6" 5'-9" 2030 SH 3.0 5.0 SH 3.0 5.0 SH 6' 8"H,H. 21861 66PNL 6'-8"H.H. 6'-8"HA. oa W.I.C. _N) LO 2/06/8 KITCHEN 12'•8" x 1 V-8" 2X4 WALL, 34 1/2" H. W1 12" COUNTER OVERHANG FRIG. 1'-51/2" HOOKUPS 2 GRP2 5. 4 4'-5 1/2" GREAT ROOM 3 M 17'•8" x 14'-6" ELECTRIC _ RANGE) 216 618 _ rn Of CD ° �_- i W 0: BATH 7" 0. SUITE I 74"x11'0" GRP25. �6 ° - 00 I� o co FLEX 14'-0" 5'4" 13'•0" x 10'•0" � O CV , 216 6/8 `- 10'-71/2" 2'-4112" 6'-7112" 4'-7112. 2'-3 112" 11' 1 1/2" °; i CO LU BED 3 21661810'•0"x 10'-1"BED SER 2 L x 10'•0" WMM - 0 v 2/6 6/8 10 71/2 " �-7" 3'-5" 4'-71/2' 4'-3" ° _5'-01, I—�� CV <— w C1 W L— GR\P2 5.1 x o cn N BA. 2 M co FOYER 2666/8 GARAGE co BED 4 ESCAPE 71// 101•9" x 10'•4" 3.0 6.8 o 1 13'-9" RESS N PORCH 3050SHTEM 3050SH 16070 SECTIONAL I 6' - 8" H.H. 6` - 8" H.H. 4'-11" 13'-6" 16'-0" 1'-10" 5'-1 1/2" 3'-6" 5'-1 1/2" 2'-1 112" 4, 3„ 2'-1 1/2" 13' 9" 71, 37'-8" 71 1 FIRST FLOOR PLAN ELEV'B' 1/4 -1-0 AT 22 X 34"LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT vi W z J a U vn W H O 0 W a Uj O Q O z 1..1� W z ~LO O a 0 0 4 W M (M W w O 4 z u' (0 v, _= 0 z 0 Q `0 J z O W H- U H- N O LL Q a o N F- r) LU w o W Q 4" POST a J Z) REVIEWED F64 CODE COMPLIPO ST. LUCIE COIF BOCC w J FILE Copy ti 4f t:r i I I . Guamntied 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC @ 2017 JUL 11 2019 �'G. , I R/4P4 i <�,�,.,�� ��ti.``�p4t`.• . 7: S7 E F s' m Q' O r� V �_ LAM LO M 0LL Y J a d W U 00 o a L) o r O W o � p ui _ a z a W g w H N p O Q N O— O - o U J NQ� LL PLAN # / ORIENTATION 1612 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 7/9/2019 SHEET # GRP21.2 ,Ea Hom tm monev, «. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 i2! I GC C' i� j ILLJ r #t Lo O GoM � J Q LL n- > W ® a 00 ® r ® L W CI z d Y W� O N O Q N o— O u J CMQ u- PLAN # / ORIENTATION, 1612 / LN SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 0 12/10/19 �T # ILE �WP2 2.2 GRP2 ELEV'B' - ATTIC VENTILATION CALCS 1/300 Ventilation Upper Lower Total Ridge Roof Soffit Required Max Upper Min Upper Ventilation Ventilation Ventilation Vent VentsAVent�Area (sq. in.) (sq, in) (sq. in.) (sq: in.) (sq. in) (sq. in.) (In. ft) (ea) 2071 SF 994 795 497 1 600 480 1080 0 12 1 80 CALLS BASED ON THE FOLLOWING VALUES: -Ridge Vents =15 in2 of net free area per linear foot -Roof Vents = 50 1n2 of net free area per unit -Soffit Vents = 6 1n2 of net free area per square foot 1 Ao� 1 ?t119 Ii N 1 1 1I I 1 w C3 F i E5 l z vl nF -, c �o? . �, ,. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 SHINGLE SPECS SHINGLES _ TAMKO SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED UNDER I ASPHALT SHINGLES. ALL ASPHALT SHINGLES SHALL HAVE SELD I 0 SEALING STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D 225 I Li - OR D 3462, AND SHALL BE SECURED TO THE ROOF WITH NO LESS THAN I z_ 6 FASTENERS PER SHINGLE STRIP, OR AMINIMUM OF 2 FASTENERS Lu PER SHINGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH 2 LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE. H INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUI REMENTS MENTS 0 I FOR INSTALLATION 1N THE GIVEN FLORIDA WIND ZONE; AS z DETERMINED BY ASTM D 3161. a FASTENERS 1 0 1-0 p LU FASTENERS FOR ASPHALTSHING SHINGLES SHALL COMPLY WITH ASTM F � 1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS I I STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE w _ II I METER HEAD S MINIMUM 318 DIAMETER HANK AND SHALL Lu 0105N WITH A MI BE A LENGTH TO PENTRATE THE SHEATHING F I I THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED I 4.19 4:12 I z 0 z a z 0 111 U � r C Fes-- cn pC �`' O ILL z Q J W1H,LLC © 2017 r M Y LIL CL > LLJ ® 0 d Cn O o } r— ® w L61 I- 0. 7 LU . N w F- LU 0 N O O U J C` < LL S PLAN # / ORIENTATION: 71 i� o LU a I _ a. REVIEWED FOR � CODE COMPLIANCEz j ST. LUCIE COUNTYw &ROOF PLAN ELEV'B' BOCc _ 118 = 1-0 AT 22 X 34 LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT FILE`COF 1612 / LF1 SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 r $ t R703,4 Flashing: Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to ' in structural framin prevent entry of wafer Into the wall cavity or penetration of water to the buildingg DOOR SILL p Y Y p WINDOW OR m orients. Self -adhered membranes used as flas hing shall comply cop g p Y Approved corrosion - CAULKING the exterior wall finish, r d ANoryc with AAMA 711: The flashing shall extend to the surface pp " MINIMALLY EXPANDING g POLYURETHANE FOAM OR cAULKINc resistant flashlrig s shall be installed at all of the following locations APPRovEDCAULK 9 extend t0 the 1. Exterior window and door openings. Flashln at exterior anddooropera gs shashalle n LAP aTAPE WEATHER RESIS TIVE WRAP surface of the exterior wall or to the water -resistive barrier forsubsequent dr ina e. Flashing at BARRIERAT JONTS (UPPER TABLE R302.6 Dwelling/Garage Separation Separation ak r al From the residence and attics Not less than %•inch gy applied to the um board or equivaldii garage side k From all habitable rooms above the garage -inch Not less than 58 m or equivalent Type X sum boar d yp gyp Structure(s) supporting floor -ceiling assemblies used for separation required by this section Not less than'% -inch gypsum board or equivalent SHINGLE ROOF ON 15# FELT OVER ROOF SHEATHING r' OF IONAL i tt V i l!! Ln DEC 18 2019 0 R=30 FIBERGLASS BARRIER INTO OPEN NU & TAPE TO exterior WIndOW and door Openings Shall be installed In accordance with one Or more or the Ibilowing Or LUSILL USING SELF -ADHERED SHEET OVERLOWERSHEET) FLASHING other approved method: BATT INSULATION _ 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 0 FASTEN SELF-ADHEREDPLasHINc 1.3 In accordance with FMAIAAMA 100 FMA/AAMA 200, or FMAANDMA 250. 1 CORNER USING MECHANICAL { O " FASTENER 141n accordance with the flashing method of a registered design professional. ALUM. DRIP EDGE Nf 2. Ak the intersection of chimneys s or other masonry construction with frame or stucco walls, with projecting $., INSTALLSELFADHERED Y „ W Oly; FLASHING AROUND lips on both sides under stucco copings. 112 SAG RESISTANT IF — lips OF OPENING 3, Under and at the ends of masonry, wood or metal oo ins and sills. a Y p g DRYWALL CEILING J M?- 4. Continuously above all projecting wood trim. WI TEXTURED FINISH UJ 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. WINDOW &DOOR PAN FLASHING PER NOTES THIS SHEET 6. At wall and roof intersections. — z not {o scale 0 7. At built-in gutters: VENTED ALUM, SOFFIT - - H ROOF G, ROOFING PER ELEVATION SHALL MEET R703.13 WO D TRUSSES, R T STRUCTURAL RAWINGS +27.7137.0 P,S.F 0 12 O PER ELEVATION LJ_ TT. BLOWN IN 0 MIN R 30 RBA INSULATION VINYL SOFF L EET R7031 -37.0 P.S F.) INGAT16"0.. SINGLE HUNG WINDOW - ----- LU INSTALLED PER MANUFACTURE CI PE ILDER 2 SPECIFICATIONS r 0 FINISHED PER BUILDER z ) Q 11 1/4" � 0 BEAM PER STRUCTURAL RHAN 0 w DRAWINGS t LU CC --——————-- -- - P.T.1X FINISH MATERIAL w ER TYP P T. 2X NAIL � VINYL SIDING OVER 112 EXTERIOR PLYWOOD I 6 I WI VAPOR BARRIER INSTALLED PER 2017 H, l BEAM WIDTH FLORIDA BUILDING CODE. 0 FRAME WALL SYSTEM Z I z COLUMN SIZE PER N I CD STRUCTURAL DRAWINGS Q LINE OF SOFFIT ABOVE o z `_ _ 1/2" DRYWALL Z 4X4 POST AS SPECIFIED n ? Q l COLUMN SIZE PER STRUCTURAL DRAWINGS w , ; R 13 BATT: INSULATION J UJ I n < WOOD BASE Z — ----— — — GRADE - LU 7-) IIF i I , f LINE OF PORCH SLAB I 4X4 POST AS � � _ SPECIFIED • i H N oC MONOLYTHIC WALL FOOTING - - COLUMN ANCHOR PER BUILDER, PER STRUCTURAL DETAILS O INSTALL PER MANUFACTURER o TYPICAL WALL SECTION COLUMN DETAIL N 2 sf- 318" =1'-0" AT 11" X 17" LAYOUT 4 %2 LU MIN. R-30 BLOWN IN OR w BATT. INSULATION ' w rr W 1ST FLOOR PL: HT. 2 ........ a \ `J \ 1 Y . Cz GREAT ROOM \ \ FOYER o o -- REVIEWEI FOR z 1r-8° x 1a'•s° ODE'COMPLIANC!d T. LUCIE COUNTY, BOCC BUILDING SECTION 1 0 �J 1STFLOOR FIN. FLR. _ __.. �' i 3116" =1'-0" AT 11" X 17" LAYOUT FILE C�1 REFER TO STRUCTURAL PAGES FOR FOUNDATION SIZE I I �r tt4k i i + ;Fi>alsF.t: 1;Iw� q.: ;!f,:8ii13 n NC9�ki]B+R:iEru. .v,o,?� w. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H,LLC © 2017 Cal 16D r*+J I�_= ILLJ LO O 00 M Y J LL a LU ui Q 00 C) >_ 0 hY LU CD LA_ N�a ?'30 w LU Y co O Q C4o-0 N CD u J C4Q�LLL -- PLAN # / ORIENTATION 1612 / LHI SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 0 12/10/19 SHEET # GRP2 4.2 i ❑ ❑ ❑ ❑ FRIG. HOOKUPS 00 o DW � 1 s 1 KITCHEN 1 - 114" =1'-0" AT 11 " X 17" LAYOUT l �.,.A i ELECTRIC RANGE 11 114" =1'-0" AT 11 " X 17" LAYOUT ' AFR 1 "i 2(11�J , v efE f N w G. FR 'i� z li �i0ENSF��dLii i t 2*: 0 Pgt4 d d+ � 13,ST W36 30 0 i ELECTRIC FRIG. i RANGE HOOKUPS cr- r W24 30 W3015 W36 30 ��!/is QNAI'+SIX � 3300 BATTLEGROUND AVE. ® I I Q SUITE 230 GREENSBORO, NC 27410 I- PHONE:336-282-36,06 RANGE HOOD 0 w � WJH,LLC ©2017 Q Lu i z O j ELECTRIC � � RANGE 0 z KITCHEN 2 KITCHEN 3 114" =1'-0" AT 11" X 17" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT z Qell o �mj w Lu w uj �. H O z Q 0 Q O w U c~n a o V Mirror 60"w X LL J 36"h z LL- Q C- j Ill ® W N ® ui _CLz Ln W 0 w e-- 0 � o N o <nio—O O u J 04 < a' `; PLAN # / ORIENTATION: TUB/SHOWER TUB w 30 w 1612 / LH 1'-71/2" 1'-71/2" 6-91 a SERIES NANAr:m BATH 2 OWNER BATHDIAMOND cz PLAN NAME: 114" =1'-0" AT 11" X 17" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT z REVIEWEDFAcc R = CODE COMP►-'"CE;� LAST REVISION DATE 3r LUC1E COUNTY I I SOCC 2/19/19 aT COPY SHEET # ----- — --- ' I I 37 8 u u 20)�n 31_On 14' 4" ALL PLUMBING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 RESIDENTIAL L u_ M C 0 U II�JI`>t ` u C I- I' .wl 'C 1- I— - a I H a l I, II I r M ; I �n U • e r "• G w n al , _— Y— -- -- e f C 4 � °. < I LO � co ' <r s r ` Q4 n u t l ` AAV 1 1/2" VTR I l �x I J� - a I� ✓.'. !. m ''< C KS L , 2" I K04 t IK��` 3" IVTR C '8 I U _---- ` is rjIf t'� ..: , 1 1/2" VTR ; i s =t� �, '� u { <, I - -- - TUB h < CD u 311 4' A d 1 v „ G I s n 14 101/2 l.� y i I ID HOOKUPS i — 11 , c y L 3 211 �. 2 TUB 4 , AV '�� _J II ' HVAC "` y 1(. �L`�J 7 WM 311 31' WC PAD I '' `i , : I I( I r - ' x . 1.81/411 C v L LAVS )� I;,, I I G 3-1 1/2 3-21/4n , I. < " 3" > c 3 AHU DR IN G I v' Co u ` , ILL I I T014" SEPTIC LINE I `I�I L „x ti �f J, ) s U PLUMBING ISOMETRIC "a i- 114" =1 �_0�� AT 22" X 34" LAYOUT o G : , ¢� " C N _ I U CUT OONTROL JOINTS u 1/8" =1'-0" AT 11" X 17" LAYOUT o ` I < z �� � — AT INTERVALS1 INBODIRECTIONS R ' Ft " < I, C� Aid 19' 2nG 18'-6" — G" I, a I II i LL a a , n `4lA- < �4 5 .o G Ai U• t � ILL CD _ _I 4 - , a ILL 18'-5n' C? Y) u ����`rrrrrrrr�rp$ Digitally signed by Charles P ,�! 3 P- SA �,� T-81/2" T-81/2" CO < • e of". ,. Spelman `®�►�Q�+�00 � EN °'���J'®✓ 16 3 Q �. 4 DN• cn—Charles P Spelman, _ J — �,' �` .' � ` � •« -�J '00 19' 8" 4'-3" 13' 9" Valo=Printed copies of this �• •°' — « « go Chal les 11101 document are not considered ,r N O 34925 : 0 37'-8" �` 4=,`� signed and sealed and all SHA-1 a► * w : � .. �, ``♦authentication codes must be �• "" L r REVIEWED FOR rified on any electronic copies., •- �" 'Q • • + t CODE COMPLIANCE u ¢~ oct phis item has been .. •�• 3 elecIIyLT«i1011� and sealed �.►� : STATE O PLUMBING PLAN ELEU'B' sT. Iu BocCOUNTY' by'—C arles'P SpgIma using a �, '« C` •• ti` 1 e �wkfll I Ian '� < O R ° � o` 1/4" _ 1-0" AT 22" X 34" LAYOUT SHA-1 authentication code., ®�, .� « email—cs elman@s elmanen me ® .. • , e , ° . ering.�om c=U5 p g `®'°• `S®O 1. ° �° 1/8 1'-0" AT 11" X 17" LAYOUTCOPY Date: 2019.03.05 11:38:26 -05 00 I , 0 $�rrrrtrr � 3300 BATTLEGROU N D AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 0VJ Its I r �1> 0 as `I Q u. UJI a >LLJ 00 r O W LLJ z � N �WLU N d 6a� CO N CDU i O Q CV 0 _J CVQ�2U- 0 PLAN # / ORIENTATION: 1612 / L'H SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/11/19 SHEET # RKP2 S i ELECTRICAL LEGEND ` WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES TV GARAGE DOOR OUTLET-110V Q OUTLET TV WALL LIGHT )� OPENER PREWIRE O SMOKE DETECTOR OUTLET-110V GROUND FAULT OUTLET- PHONE IFLIGHT BAR O FLUSH MOUNT SC SMOKE DETECTOR/CO2 INTERRUPTER ril a OUTLET 110V - GROUND FAULT COACH LIGHT- � , BATHROOM rin SWITCH - SINGLE POLE FRONT DOOR SURFACE CAN LIGHT EXHAUST FAN INTERRUPTER p WATERPROOF (� 3 I COACH LIGHT.- n �T OUTLET 220V SWITCH 3 VVAY ® REAR DOOR ` O O ; D OPTIONAL FLUORESCENT FAN PREWIRE 1'X4' 2 LAMPS 4 SWITCH - 4 WAY DISCONNECT SWITCH METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA 3R 200 AMP INSIDE PANEL WIRE SCHE ULE 1 TO POWER CO. TRANSFORMER 2 #4 BARE COPPER 3 3/0 SER AL (FOR OR 4/0 SER AL (FOR 200 150 AMP) MP) PER NEC 1 2 INTERSYSTEM BOUNDING f TERMINATION AS PER NEC 250.94" .t GRADE TO POWER CO. TRANSFORMER BOND TO FOUNDATION STEEL AS PER NEC 250.52(3) BY UTILITY COMPANY ELECTRICAL RISER DIAGA NOT TO SCALE GENERAL NOTES: 1) INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC. 210.12 AND 406.12 2) ALL ELECTRICAL EQUIPMENT TO BE SET AT OR ABOVE BASE FLOOD ELEVATION. 3) ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI 4) AC/DC SMOKE DETECTOR TO BE INTERCONNECTED AND RESIDENCE HAVING A FOSSIL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SH LL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10' OF EACH ROOM USED FOR SLEEPING PUR OSES PER RULE 9B-3.04.72 INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 I 1612 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VA EACH 1500 1603 SF GENERAL LIGHTING @ 3W / SQ. FT. 4809 1 WATER HEATER 4500 1 REFRIGERATOR 1440 0 FREEZER 0 1 DISHWASHER 1030 ACU GFI (WP) PANEL SCHEDULE 1 DISPOSAL 690 0 TRASH COMPACTOR 0 1 MICROWAVES 1630 0 CENTRAL VACUUM 0 0 MINI FRIG AND ICE MAKER 0 UENN AIDE o # # # DESCRIPTION # 1 1 2 RANGE 40AMP #8 2 AHU WITH HEATER 50 AMP #6 0 3 3 4 4 1 CLOTHES DRYER ELECTRIC 5000 1 RANGE 11600 a 5 DRYER 30AMP #10 5 6 ACU 30AMP #10 6 0 COOKTOP 0 0 WALL MOUNTED OVEN 0 1 ARAGE PE 1127 0 LANDSCAPE 0 0 POOL PANEL 0 36,326 ELECTRICAL -1 ST FLOOR - ELEV'B' 1 — , 1 /4" =1 "-0" AT 22" X 34" LAYOUT y1 _ n n u 118 - I -0 AT 11 X 17 LAYOUT g 8 9 WATER HEATER 30 AMP #10 9 10 WASHER 20AMP #12 10 11 11 12 DISHWASHER 20AMP #12 12 13 BATH GFCI 20AMP #12 13 14 M AP #1'2o MP 12 S P A # 14 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 FIRST 10,000 @ 100 % 10000 REMAINDER @ 40 % (26,326) 10530 17' EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AMP #12 18 20530 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 HEAT LOAD 9400 W 6110 65% O a 2 Of O LL z w O z Q 0 w w w cir cn _ z Q J z O uj J REVIEWED FOR Y CODE COMPLIANCE cO NTY z A/C LOAD 2.5 tons 4400 VA 0 100% ST. LUCIE COU oC 21 FAMILY 15AMP #14 21 22 NOOK/,DR 20AMP #12 22 (HEATPUMP HEATING WITH ADDNL ADDED FOR MAXIMUM HEAT LOAD')A) VOLT-AMPERES DEMAND LOAD AMPERES NEUTRAL DEMAND LECT HEAT 26,640 VA 111 @ 240V IMPERES 74 23 MAST BED/ BATH 15AMP #14 23 24 SPACE 24 25 BED 2/ LOFT 15AMP #14 25 261 SPACE 26 27 29 BED 3/ BATH 15AMP #14 SPACE 27 29 28 30 SPACE SPACE 28 30 31 SPACE 31 32 SPACE j ` 32 3300 BATTLEG RO U N D AV E. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 c� I ul u ei7 O a w LL_ UJI 00 o ® � ® < �� w z � z ' w War LL' CO N o O Q c'40— v _j cva u- PLAN # / ORIENTATION: 1612 / LH SERIES NAME: DI ND PLAN NAME: BOCC w LAST REVISION DATE FILE COPY 2 2/19/19 SHEET # e THE STRUCTURE 15 DE516NEIB TO BE 5ELF 5UPPORTING AND STABLE AFTER THE BUILDIN6 15 FIN15HED AND ALL PLAN, DETAIL, AND NOTE 5PEGIFIGATION5 HAVE BEEN GOMPLETED. IT 15 THE C.ONTRA6TOR'5 50LE RESPONSIBILITY TO DETERMINE THE EREGTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NECESSARY 5HORIN6, 5HEETIN6, TEMPORARY BRAGIN6, 6UY5, AND TIE-DOWN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORIN6 AND BRAGIN6 REQUIRED TO STABILIZE AND PROTECT EXI5TIN6 AND ADJACENT 5TRUCTURE5 AND SYSTEMS DURING COURSE OF DEMOLITION AND C,ON5TRUGTION OF THE PROJECT. • THE WOOD FRAME STRUCTURE OF THI5 UNIT/MODEL 15 DE516NED TO RE515T LATERAL LOADIN65 A5 PERMITTED BY SECTION 4.3.5 OF THE SPECIAL DE516N PROV1510N5 FOR WIND AND SEISMIC (SDPWS). MULHIERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPFNIN65 METHODOLOGY PER THE REQUIREMENTS SET FORTH IN SECTION 4.3.5.2. A5 SUCH, WALL5 NIT14 OPENIN65 ARE GON5IDERED A 511,16LE 5TRUGTURAL PANEL AND MAY NOT REQUIRE H40LD00WNS ADJACENT TO EACH WINDOW/DOOR OPENING. • 5HEARWALL5 USED IN THE DE516N OF THE STRUCTURE ARE DE516NED TO RE515T BOTH SHEAR AND UPLIFT, A5 PERMITTED THROU6H SECTION 4.4 OF THE 50PW5. A5 SUCH, 51UD CLIPS ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXCESS UPLIFT LOAD THAT HAS NOT BI I-N RESOLVED THROUGH THE EXTERIOR 5HEATHIN6 FA5TEt11-D AT THE TOP 4 BOTTOM OF THE 5HEARWALL. 443461W411111111RUL SECTION R318 - PROTEGTION A6AIN5T TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY RE615TEVED TERMITIGIDE5, INGLUDIN6 501L APPLIED PE5TiCIDE5, BAITING SYSTEMS, AND PESTIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METH005 OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW GON5TRICTION. SEE SECTION 202, RE615TERED TERMITIGIDE." UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL 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 5UBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAW5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF A6RIGULTURE AND CONSUMER SERVICES." I 1 THI5 MODEL HA5 BEEN EN6INEERED TO RE515T LATERAL FORGES RE5ULTIN6 FROM 160 MPH N1:ND SPEED, EXP. G R15K GATE60RY li 4 SEISMIC GATE60RIE5 A/B. ENCLOSED, 0.15 INTERNAL PRESSURE GOEFF. ENGINEERED DE516N WAS COMPLETED PER THE 6TH EDITION 2011 FLORIDA RE51DENTIAL 4 BUILDIN6 CODES (SECTIONS R301.1.3 (RES) $ 1(b0q (BUILDING)) 4 A5GE 1-10 STANDARD EXTERIOR WALL SHEATHIN6 REQUIREMENTS: 0 SHEATH ALL EXTERIOR WOOD FRAMED WAILS w/ 7/16" PLYWOOD OR 05B FASTENED V4/ 21/2"X0.131" NAILS ® 6" O.G. ALONG PANEL ED6E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 Pi%NEL5 SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO 5TU05) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL ED6E5 $ EDGE FA5TENIN6. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE GONTINUOU5 FULL HE16HT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR HALLS SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ %"x0.131" NAILS a I6"o.c. USE (8) 312"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR HALLS AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENING5. 6. SEE ARGHITEGTURAI.. DRAWINGS FOR ADD'L WALL CONSTRUCTION RFO':)IREMENTS. 7. ALL EXTERIOR WAL..5 CONSIDERED AS SHEAR WALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE ' 75ET TO FALL ON DIFFERENT FRAMING MEMBERS. ®� ®® INDICATES LOCATION AND EXTENT OF 5HEARNALL WHIGH REGUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. O7/I6" PLYWOOD OR OSB FASTENED W P3 2)'2"x0.131" NAILS ® 3" o.c. ALON6 PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 ASSEMBLY. HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION 1­10-1 U5P HTT45 HOLDOWN* HO-2 USP M5TG40 STRAP TIE (12" END LENGTH) 1­10-3 LISP M5TG6b STRAP TIE (12" END LENGTH) HD-4 US STA014 HOLDOWN *ALTERNATIVE TD 5T6I6 ANCHOR BOLT SPECIFICATION: ANGHOR HOLDOWN UTILIZIN6 THREADED ROD (REFER TO LISP 5PEGIFIGATION FOR ANCHOR DIAMETER). EPDXY -SET INTO CONCRETE FOUNDATION w/ LISP GIA-GEL -1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY -SET ANCHORS WITHIN 1 3/4" OF FACE ON CONCRETE FOUNDATION WALL I FOUNDATION I • FOOTING DE516N - 2,000 P51F ALLOWABLE 501L BEARING PRE55URE 15 ASSUMED. BUILDER/GONTRACTOR 1-11.15T VERIFY. • FASTEN 2x4/6 SILL PLATES TO FND WITH A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAX. FROM PLATE ENDS - UTILIZI • 1/2" DIA. ANCHOR BOLTS o 4'-0" o.c. WITH 7" MIN. EMBEDMENT o GONG. • ALL ANCHOR BOLTS SHALL HAVE 3"x3"x0.22q" STEEL PLATE WASHERS UNLE55 NOTED OTHERWISE ON PLANS. • ALTERNATIVES: • 1/2" DIA. X 6" LONG POV ER5 WEDGE -BOLT+ ANGHOR5 A 4'1 O.G. • 1/2" DIA. THREADED ROD (7" MIN. EMBED) A 4'-0" O.G. UTILIZING HILTI HIT-HY-200 EPDXY SYSTEM • USP FA4 ANCHOR STRAPS o 4'-0" O.G. • ALL LUMBER EXP05ED TO HEATHER OR IN CONTACT 1A4/ PERIMETER FOUNDATION SHALL BE PRE5ERVATVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT W/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO WORD. • GONGRETE DE516N BASED ON AGI 515 CHAPTER 14 FOR STRUCTURAL PLAIN CONCRETE. CONCRETE SHALL ATTAIN THE FOLLOWING MIN. GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: • f'c = 2,500 P51:....... FOOTIN65 d INTERIOR 5LAB5 ON GRAD' 2,500 psi: ....... 6ARA6E 3 EXTERIOR SLABS ON GRADE • fy = 60,000 psi • • ALL C,ONGRETE EXPOSED TO THE WEATHER 5HPd_L NOT HAVE LESS THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL 1:00TIN65 SHALL BEAR BELOW FR05T LINE. CONSULT 50 ` 5 REPORT OR BUILDING DEPT. FOR MINIMUM DEPTH BELOW 6RADL. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR q5% GOMPAGTED FILL • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB EDISE5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. • 5AW GUT OR TOOLED JOINT DEPTH SHALL BEY4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED o 10'-0" O.G. (REGOMME t OR 6-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARES A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO • A RE615TERED WOOD TREATMENT TERMITIGIDE SHALL BE USED FOI SUBTERRANEAN TERMITE PREVENTION, IN AGGORDANGE WITH TI-E LABEL DIRECTIONS FOR USE AND THE FBG. • DIMENSIONS BY OTHERS, BUILDER TO VERIFY. 6ARA6E SLAB 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILLNIRC71N 501L PORCH 5LAB 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILLNIR61N SOIL SLAB ON GRADE 3 1/2" GONG. SLAB W/ 6x6 1611.41.4 WWF (OR FIBER MESH ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILLNIR6IN 501L FLOOR FRAMING • 1-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLEGTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRU% MANUFACTURER, UNLE55 OTHIERN15E NOTED. • I-J015T/TRU% SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 25/52" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE 1, TONGUE AND GROOVE EPCE5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL E06E5 it 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL ROOF TRU55E5 PER WTGA d TF15 BG51 1-14 GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 d BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • FASTEN EACH ROOF TRU55 TO TOP PLATE W/ LISP RTIbA HURRIGANE CLIP (OR APPROVED EQUAL) o ALL BEARIN6 POINTS. 6LIP5 MUST BE I1,15TALLED ON EXTERIOR FACE OF EXTERIOR WALL5 OR THE SAME 51DE A5 THE SHEAR WALL 94EATHIN6. • ALL ROOF GIRDER TRU% 5 AND FLUSH BEAMS WITHIN THE ROOF SYSTEM SHALL BE FASTENED TO THE DOUBLE TOP PLATES AND P05T SUPPORT W/ LISP MTWIb GIRDER TIE -DOWNS OR APPR. EQUAL (TYP. U.N.O. ON PLANS) • ROOF 5HEATHIN6 SHALL BE VIC MIN. 0513/PLYWOOD SHEATHING 2%, ER05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ R5R5-0I (2-3/e,x0.1i3" RING SHANK) NAIL5 0 b" O.G. A PANEL ED6E5 4 A b' O.G. IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UN5UPPORTED ED6E5. FASTEN 5HEATHIN6 TO GABLE END t DRA6 TRU55E5 W/ R5R5-01 NAILS A 3' O.G. • ROOF 5HEATHIN6 FOR MAIN Roof TRUSSES 514ALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN5. • TRU65 ALL LAR6E VALLEY 5EF,_ FASTEN EACH END TO TRU55 BELOW W/ LISP MTH12 AND (2) 3'x0.131" TOENAILS TO EACH TRU55 BETNEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIN5, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN5 0 24' O.G. FAST] NED TO TRU55 BELOW w/ LISP MTH12 t (2) 3"1 TOENAILS EA. END (MAX. 4' LEN6TH BETWEN SUPPORT POINTS) • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TF465 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ROOF TRU55 51-10P DW65. SHALL BE SUBMITTED TO ARCH d ENS. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH d 94ORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"0.131" NAILS o Ib" O.G. • THE EXTERIOR CEILINGS FOR THE ENTRIES AND PORCHES SHALL HAVEY2" EXTERIOR 6YP51M BOARD. THE GYPSUM BOARD SHALL BE ATTACHED TO ALL FRAMING MEMBERS WITH BLOCKING PROVIDED AT PERIMETER. THE GYPSUM BOARD SHALL BE ATTACHED WITH TYPE "W" JIV4" DRYWALL 5GREW5 A 8" O.G. IN FIELD AND ED6E5. WindoW_if Door Allowable Wind Pre55ure5 160 MPH Wind Zone Exr G Risk Gat II, EnGloSed 0.1b Internal Pre55ure Goeff. QEf-NIN6 SIZ INTERIOR ZONES END ZONE > 3'-0" X 61-8" DOOR AI +55.6 P5F/-38.8 P5F 0+35.6 P5F/-46.5 P5F 2'1 X 3'-0" MPH BI +31.5 P5F/-40.5 P5F B2 +31.3 P5F/-4q.g8 P5F 3'-0" X 51-0" WNDW @ +36.5 P5F/-3q.6 P5F G2 +36.5 P5F/-48.2 P5F 8'-0" X it. -Oil DOOR DI +33.2 PSF/-3b.3 P5F D2 +33.2 P5F/-41.7 P5F I6'-0" X 7'-0� 1, DOOR I +31.7 PSF/-34.8 P5F E2 i31.7 P5F/-38.6 P5F m End Zone Is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less thor. 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowable pressures w/ a max. mecn roof height of 25ft. Values are permitted to be converted per A50 7-10 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.b to obtain ultimate presc,tjres. • DESIGN 15 BASED ON: bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE5164N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF DEAD = 7 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F ® 5LEEPIN6 AREAS) DEAD = 10 PSF (I-JO15T5 4 SOLID SAWN) (20 P5F ® TILE) LATERAL (SEE NOTE5) SEISMIC (SEE NOTE5) SOIL SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD CONNECTIONS TABLE (IRG TABLE R602.3(U) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFAGTURER5 REQUIREMENTS FOR MAX CHARTED GAPAGITY NOTE: HANGERS USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMING 6UN NAILS. • EXT. 4 INT. BR6 WALL5 Si-IALL BE 2x4 (UNLE55 NOT[ D OTHERWISE ON PLAN) o I6" O.G. 5PF OR 5YP #2 GRADE LUMBER, W BETTER, E114.0. • HALLS OVER q' TALL SHALL BE PER PLAN • ALL HEADERS, BEAMS d OTHER 5TRUCTURAL MEMBERS SHALL BE 5PRUGE-PIKE-FIR #2 (5PF) OR SOUTHERN PIKE #2 1 LUH 113ER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE BEEN DE516NED BASED ON CALGULATFJ7 LOADS S 51ZED AC60RDIN61_Y. CODE TABLES HAVE NOT I q�EN USED. • ALL NON -BEARING INTERIOR 5TUD WALL5 SHALL IN GON5TRUGIED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O.+ . (MAX., U.N.0) • HEADERS IN NON -LOAD BEARIN6 WALL5 5HAI L BE: (1)2x4/6 FLAT a OPENINGS UP TO 4', (2)2x4/6 FLAT UP TO 8'. • ALL FRAMING LUMBER SHALL BE DRIED TO 15% MG (KD-15). • ENGINEERED LUMBER TO I-TET OR EXCEED THE FOLLOWING: • 'L5L' - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • 'LVL' - Fb=2600 psi; Fv=285 psi; E=2.Ox10 6 psi • FOR 2 3 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.120h MIL5 o 8" 0/6 OR 2 ROW5Y4"x5Y2" J5P WOOD 5GREW5 (OR * c�U555LOK 5GREW5) A lb" O/C. U5E A MINIMUM OF 3 ROWS FOR BEAM DEPTH5 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE: TOP d BOTTOM NAIL5/5G'+r1AS 2" FROM ED6E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE-.. USE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4'xb" Ul WOOD 5GREW5 (OR (9 %" TRU551-01<: 5GREW5) o lb" 0/0. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 50;)EW5 2" FROM EDGE. A SOLID 7" BEAM 15 AGGEPTA13LE, • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 1 KIN6 STUD, MINIMUM. - THE NUMBER OF 5TU05 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • FOR STUD P05TII61ROUP5 5PEGIFIE0 ON PLANS A5 (4),(5) OR (il FASTEN PLY5 w/(2}3"x0.131" NAILS a b" O.G. OR W3"xO.120" NAILS A 4" O.G. (ALL PLY5, FULL HT. OF POST) • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P0575 CONTINUOUS TO FND./BEARIN6. BLOCKING TO MATCH P05T ABC)VE. • FASTEN 2x WOOD PLATES TO TOP FLANGE OF STEEL BEAMS WITH P.A.F.'s ('HILTI' X-GF PINS OR EQUAL) a 16" O.G. 5TA66ERED, OR 1/2" DIA. BOLT5 A 48" O.G. 5TA65ERED. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE LISP C44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.0) DESCRIPTION OF BLD6. ELEMENT 3"0.131" NAILS 300.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO J015T/BLK'6. NAIL5 o 4" o.c. NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 727 NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS A 6" o.c.* BLK'6. BTHN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS o 24" o.c. NAILS A I6" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS A 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAIL5 IN LAPPED AREA _ (112 NAILS IN LAPPED AREA TOP PLATE LAP o GORNER5 4 INTER5EGTIN6 WALLS (2) NAIL5 (2) NAILS * 2Y "x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPACING OR NUMBEK OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOWN) REVIEWEE CODE COME ST. LUCIE C BOCK FILE COPY seal: .q S TT TEIF ; 40 0,�, kr ; All iio © copyright: MULHERN 5 KULP Structural Engineering, Inc REVISIONS: date: initial: 03/013/Iq PAT w zCf) �w w0 Ds d Z 0- 2 Uil w U 9 WI Q �_' O Cl , �f o , > M �.' UO<U i M z 0- V ( 11 O 0 �� �o 4 F i M MONO ROC TRU55E5 o HD 24110.6. (� ROOF FRAMING PLAN \� I 5CALE: ELEVATION B 1')2AO DROPPED L5TENED TO WALL w/ H0210-21F HANGER TO PERP. BM w/ fTI1175ON HD0210-21F Window 4 Door Allowable Wind Pre55ure5 III MPH Wind Zone ExI2 G, Risk Gat II, Enclosed 0.18 Internal Pre55ure Goeff. OPENING 51ZE INTERIOR ZONE-5 END ZONES 3'-0" X 6'-8" DOOR 0 +35.6 P5F/-38.8 P5F ®+35.6 P51`/-465 P5F 2'1 X 3'1 WNDN B1 +31.3 P5F/-40.5 P5F $2 +31.3 PW-411A& P5F 3'1 X 5'1 NNDN @ +3b5 P5F/-39.6 P5F G2 +3b5 P5F/-46.2 P5F 8'-0" X 1'-0" DOOR @ +332 P5F/-3b.3 P5F D2 +33.2 P5F/-41.1 P5F EI E2 !15'-0" X 1'-0" DOOR +31.1 P5F/-34.8 P5F +31.1 P5F/-38.6 P5F End Zane is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowable pressures w/ a max. mean roof height of 25ft. Values a^e permitted to be converted per ASGE 1-10 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. CONNECTION SPECIFICATIONS (Ti U.N.O.) CONNECTION TYPE CONNECTOR UPLIFT GAP. FA5TENIN5 TRU55 TO DBL TOP PLATE OR BM. U5P RT16A 1160# (9) Z'XO.148" TO M65, (6) IV "X0.148" TO PLATE GIRDER TRU65 TO P05T U5P MTWI6 100 (14) "X0.148" FLU51-1 BM. TO P05T Ul MTWI6 1005# 14 "X0.148" VALLEY TRi155 TO BASE TRU% U5P MTNI2 100 (14) Kli 5TIGK—BUIL1 OVERFRAMING U5P MTY412 10 (14) z1 PORCH BEAM TO P05T P 1000# (b) 2 X0.162" 5TUD TO 50�-E PLATE U5P RTl 495# (5) 2"X0.131" TOP OR 5O .E PLATE TO 5TUD U5P RT 1 445# z X0.131" HOLD-DOWN SCHEDULE SPECIFICATION F��,H U5P HTT45 HOLDONN* U5P M5TC40 STRAP TIE (12" END LENGTH) ® HO-3 U5P M5TGbb 5TRAP TIE (12" END LENGTH) HD-4 U5P 5TA014 HOLDONN 'ALTERNATIVE TO 5TBI6 ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDONW UTILIZIN5 THREADED ROD (REFER TO U5P 5PEGIFIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P CIA -GEL 1000 EPDXY 5Y5TEM PER I-ANUF. REGOMMENDATION5. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN I %-- OF FACE ON CONCRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • �___= BEARING WALL ABOVE • — .. — BEAM / HEADER • EXTENT OF OVERFRAMING . • J L METAL HANGER • — — — INDIGATE5 5HEARINALL • 1�* INDIGATE5 HOLDONN REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES seal: , AC STA %4 �O. iD ;w�: F� O ZONAL © copyright: MULHERN & KULP Structural Engineering, Inc, m= z J W LJ.1 N Z O CDLU as W z J � Q z Z_ QER 5 t— � at Y oc =_ a =a !A Ja z :2 m �W 2 c e Sy m c M a M&K project number: 195-19004 projectmgr: ,JSE drawn by: PAT issuedate: 03-08-1 c REVISIONS: date: nitial: w zCO �w w0 oz d sheet: LEFT HAND Sz.®BmF FASTEN ROOF TRU55 TO — TOP PLATE OF WALL W/ U5P' RTIbA CLIP BE INSTALLED ON EXTERIOR FACE OF EXTERIOR WALLS) 4 (3) 3'XO.120' (MIN) TOENAILS W2' MAX. / HEEL HT. 2x4 0 16' O.G. EXT. WALL 5PF OR 5YP #2 — 6RADE LUMBER, OR BETTER, U.N.O. ON PLAN 6ABLE END TRU55 PROVIDE GABLE SHEATHED WITH 058. END BRAGING PER TRU55 MANIFAGTURER FASTEN BOTTOM CHORD OF 6ABLE END TRU55 TO DBL. FASTEN EVERY OTHER TOP PLATE W 16P MPAI 5TLV TO DBL. TOP CLIPS 0 36"oL. PLATE WITH U5P RTC (ONLY REQ D IN 150 MPH WIND SPEED OR 2x4 0 16" O.G. EXT. WALL GREATER) 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN TYPICAL SHEAR TRANSFER DETAIL J ffi.AL6 9r4'■I+-0' 2x4 o 161 O.G. EXT. WALL 5PF OR 5YP #2 6RADE LUMBER, OR BETTER, U.N.O. ON PLAN FASTEN WALL SHEATHING TO 51LL PLATE W/ 2 3/8' X 0.113" NAILS 0 3" O.G., U.N.O. I., FASTEN STAIR - 5TRIN6ER5 TO J015T W. 05P 1-55H31 HANGER. (ALT.: A04 CLIP ON EA. 510E OF 5TRINGER OR L5268) STUD TO SILL PLATE WITH U5P RTT (ONLY REQ'D IN 150 MPH WIND SPEED OR GREATER) -2x P.T. 51LL PLATE (SEE PLAW GARAGE SLAB (SEEaPLA STEDEIL'PLATE WAx5HER 02Q" -III 4'-0" O.G. MAX., U.N.O. REINFORCEMENT -SEI DTL /FDI.O TYPICAL SHEAR TRANSFER DETAIL ® EXTERIOR 6ARA6E WALE. END J015T (SEE PLAN5) FILL V193 W/ 055 0 STAIRS (SEE MANUF. TYP. DETAILS) PROVIDE MIN. 4 - (2)2x12 5YP #2 GUT STRINGERS SPACED EQUALLY APART TYPICAL STAIR ELEVATION 6TEN EVERY OTHER 2x EXT. WALL UD TO SILL PLATE(SEE FLAW TH LISP50D IN 150 MPH WIND (ONLY I 'Vol FULL DEPTH 05B BLOCKING 0 UIN C- 24"o.C. ALONi 6 WALL (15T BAY ONLY) 'EEO OR GREATER) FASTEN WTHING TO EA. BLOCK W/ SHTG. SPLICEIt— (b) #6 5G W5 OR (5)8d NAILS. I Y®' 05B RIM x PROVIDE 2x4 BLOGKIN5 0 J015T / 46" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO 5HT6. SPLICE FIT TI6HT BETWEEN TR r-6 BOTTOM CHORDS I-J015T5 (SEE FLAW (PARALLELO EXT. WALU FASTEN DRYWALL TO BLOGKIN5 W/5GREW5 2x EXT. WALL /NAILS 0 6" O.G. (5EE PLAN WAS WNW FAl WNIM TYPICAL SABLE END BRACIN6 DETAIL 3'-3" MAX. TYPICAL SECTION DO NOT DVERCUT X 96ILG 9/4'■I'-0' 5TRIN6ER5 FASTEN FLOOR STRINGER TO FLOOR W/ (4) 0.131'x3" TOENAILS -PROVIDE BLOGKIN6 IN FLOOR AS NEEDED 4 FASTEN DOWN TO SLAB W/ (2)Y4'x�' TAPGON5 0 16" O.G. 5TAIRWAY CONSTRUCTION AND HANDRAIL TO CONFORM TO THE 2011 FBG. bTH ED. 5EGTION R310: HANDRAILS: HANDRAIL5 SHALL BE PROVIDED ON AT LEA5T ONE 51DE OF EACH GONTINUOU5 RUN OF TREAD5 OR FLIGHT WITH FOUR OR MORE R15ER5. HANDRAIL HE16HT, MEASURED VERTICALLY FROM THE 5LOPED PLANE ADJOINING THE TREAD N051NC OR FINISH 5URFAGE OF RAMP 5LOPE, SHALL BE NOT LE55 THAN 34" AND NOT MORE THAN 38". HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN lV2" BETWEEN THE WALL AND THE HANDRAILS. R302.1 UNDER -STAIR PROTECTION: EN61-05ED AGGE55113LE 5PAGE UNDER A 5TARIWAY SHALL BE PROTECTED WITHY2 6YP. BOARD. TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS ® EXTERIOR WALL 9GVJS D/4'■I'-O' FAPi4U& Mt*" BATT OR BLOWN INSULATION PER ARCH FIBER6LA55 5HIN6LE5 OR TILE ROOF PER ARCH APA RATED 5TRUGTURAL SHEATHING -5EE NOTE5 NOTE: COORDINATE SOFFIT OVERHAN65 WITH ARGH AND TRU55 MANUR PRANINC75 WALL 5HEATHIN6 (NOMINIALY2° THICK 055 OR EQUAL), HOUSE WRAP, VAPOR BARRIER, VINYL 51DIN6 (PER ELEV. DRAWINGS 4 PRODUCT APPROVAL SHEET) -5EE ARCH PLAN5 FOR COMPLETE INFO. - 5EE ENERGY GAL65 FOR INSULATION REQUIREMENTS PER ARCH FLA5HIN6 4 SILL 5EALER� PER ARCH RUN 5HEATHIN6 CONTINUOUS AGRO55 FLOOR 4 FASTEN TO TOP/BOTTOM OF 05B RIM d WALL PLATE 5PLICE5 K/ 23/e''x0.113" NAILS 0 3" O.G. - SPLICE SHEATHING HALFWAY ONTO SOLE PLATE ABOVE AND TOP PLATE BELOW (A5 SHOWN). - PROVIDE HORIZ. BLOGKIN6 0 PANEL ED5E5 (IF REGUIRED) PER 2011 FBG, 6TH ED. R103.1.2.1 : 5OFFIT5 AND THEIR ATTAGHMENT5 SHALL BE CAPABLE OF RE515TIN6 WIND LOAD5 5PEGIFIED IN TABLES R3012(2) AND R301.2(3) FOR WALL5 U51N6 AN EFFECTIVE WIND AREA j OF 10 SQUARE FEET. - GEILIN6 BOARD -5EE ARCH 4---5EE DRYWALL ARCH 2x4 ° 16' O.G. EXT. — -- WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O.ON PLAN REFER TO 5DI.0 FOR MORE INFORMATION NOT 5HOWN. I -JOISTS (5EE PLAN) 2x4 0 16' O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O, ON PLAN TYP. 51LL PLATE: REFER TO FOUNDATION DETAIL5 TYP. GONG. SLAB: REFER TO FOUNDATION DETAIL5 (FDI.0) 4 PLAN 12" WIDE GONG. TRENCH FOOTING (2) #5 BAR GONT. LON6ITUDINAL REINF. 1 w/ 5" MIN. GOVER 8 MIN. 55" LAP SPLICE (TYP) TYPICAL 2-STORY WALL SECTION SCALE: N.T.S. -I,iYV %_' i_ CONTINUOUS OSB RIP OVER FULL LENGTH OF HEADER FASTENED TO DBL. TOP PLATE, TRIMMER 4 STUDS W/ 2 %'x0.113' NAILS 0 3" O.G. TYP.5HTG. 2x4 0 Ib" O.G. EXT. WALL 5PF OR SYP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN 5HT6. 5PLICE I Ye" 05B RIM J015T 5HT6. SPLICE- - I-JOI5T5 SEE PLAN (PERP. TO EXT. WALL) FASTEN TO WALL PLATE W/ (3) 3"x0.131' TOENAILS OR (3) 3"x0.120" TOENAIL5 2x4 0 16' O.G. EXT. WALL SPF OR SYP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS ® EXTERIOR WALL 9CI18 9/4'■I+•O' CRIPPLE 5TIM LOPIE R TRIMMER KK 4 KING 51UD5 BryOND SECTION YIEW 5TUD5 FASTENED TO DEL. TOP PLATE AND 51H PLATE WITH (2) 3'x0.131' END NAILS OR TOENAILS. CLIPS ONLY REQUIRED WHERE SPECIFICALLY NOTED (5EE PLAN 5PEG5) ALL EXTERIOR WALLS — SHALL BE 5HEATHED WITH FULL PANELS IN VERT. OR HORIZ. ORIENTATION AS INDICATED WITH NAILING AS SPECIFIED ON TYPICAL NOTES AND PLANS (SEE PLAN 5PEC5) T DOUBLE TOP PLATE CONTIN10115 OSB RIP OVER FILL LENGTH OF HEADER FASTENED TO DBL. TOP PLATE, TRIMMER ESTUDS W/23/a4.113' NAILS 0 3" O.G. KING 5TUD JACK STUD AM 1 2019 seal MIN. (2)2X4 JACKS (5EE PLAN5)`.•',ceNs` -REFER TO 50D FOR TYP. FA5TENING CONN. 7 79 ST Q copyright : MULHERN & KULP Structural Engineering, Inc. PLAN VIEW c7 2xb 12 5PF' (5)Y2' DIA. x 5" LAG s WOOD JAMB 5GREW5 W/ 2" J W WA5HER5. EQUALLY = z 5PAGED OVER FULL Cm ° HE16HT OF DOOR BUCK. 1T� w a J ° ■ Q a °C < E r— CD a N =� SECTION VIEW c Q E TYPICAL 6ARA6E DOOR M a BUCK CONNECTION DTL 9CILG 9/4'■I-0'IV i M&K project number: 1 95-1 9004 project JSB drawn by: PAT issue date: 03-08-1 9 INUOUS RIP OF 055 REVISIONS: date: initial• I 03/08A9 PAT 5TUD STRENGTH AXIS (LONG DIRECTION OF 4x8 51-M) TO RUN PARALLEL TO DEL. TOP PLATE Flm� P1 ELEVATION YIEW W T,� z a UJ —, 2 UJ 0 W DOUBLE TOP PLATE (5EE PLAN SPECS) _ THING EDGE NAILING (5EE PLAN SPE65) THING FIELD NAILING (5EE PLAN 5PEG5) i AT HORIZONTAL W Q0 5NEATHING, PROVIDE 2x * , FLAT BLOCKING AT ALL w UNSUPPORTED PANEL O EDGE5 (5EE PLAN 5PEG5) O AT STANDARD WALL G OPENING, PROVIDE (1) KING STUD + 0) JACK N 5TUD EACH 510E N.N.O. ON PLAN5) f" 00 +— LO \ SILL PLATE (5EE PLAN5, 0- } NOTES 4 DETAILS FOR TYPICAL WALL ANCHORAGE t STRAPPING AND BLOCKING AT �5HEARWALL HAS BEEN DESIGNED A5 `ONt�GTOVIEWED FOR F� � N 5 WINDOW CORNER5 O'ER DETAIL GONTINIOUSLY SHEATHED PANEL VIA FORCE CODE COMPLIANCE N 86) sSPEC�ic G,wRE-QUIREDm ON MEETTra�DOL�Y�- HOLD D YM � ONLY ST. LUCIE COUNTY � U � (Y U PLAN (5EE PLAN SPECS) REQUIRED WERE SFCGIFIGALLY NOTED ON BOCC+ O W PLAN (5EE PLAN SPECS) C j-� O o 0 TYPICAL EXTERIOR WALL SHEATHING U� � -, LL C ELEVATION DETAIL FILE COPY Sheet: SCALE: 3/8 -I 0 SD 1.0mr (5EE PLAN5 FOR SIZE) PONY MALL MAX HT.: - =I'-T ho W U5P M5TG66 =2'-II' W L15P KST212 PONY WALL MAX. HT.: - =I'-T V W U5P M5TG6b =2'-1I' W U5P K5T2T2 A " SHEATHING FI LE 0 — _— x x A5 REQro -x 7 U5P 5TRAP 5PEG BASED ON x � _YxIVW MIN. HEADER 5EE PLAN. 31a x0.148' PONY WALL HEIGHT �F-MSTG66 5TRAP W33' END -MIN. (2) 2x4 -HEADER TO BE LOCATED AT OPENING NAIL5 IN (2) LENGTH FOR I"-T Yz" MAX HT. TOP OF MIN. (2) 2x4 ROW5 O 310.6. or K57-12 5TRAP W 36' END LENGTH FOR 2-I I' MAX Hi. � FA5TEN 3e MIN. THlGKNE55 WOOD 5TRWTURAL PANEL -5TRAP CENTERED o BOTTOM 5HEATHIN6 TO HEADER WITH 21'Z x0.131' OF HEADER NAIL5 IN 3' GRID PATTERN A5 5HOM AND 3' O.G.x LOCATE ON IN51DE FADE OF IN ALL FRAMIN6 (5R D5 t 51LL5) TYP. L1 O IF PANEL 5PLICE 15 NEEDED IT SHALL OGCAR WITHIN 24" OF MID+EIGHT. BLOCKING 15 REQUIRED. ~x IF 2x BLOCKING 15 USED IT MU5T BE STITCH NAILED O x WITH ONE ROW OF 31 W.148' AT 3' O.G. 2'-0" < FINI514ED WIDTH < Ib'-0" —7f6' 050 ORY2' PLYWOOD MINIMUMI got FROM TIOP TO BOTTOM OF 44 WALL, OR FROM TOP OF x WALL TO PERMITTED 5PLIGE U5P 5TA014 HOLDOWN STRAP (EMBEDDED INTO GONGRETE % %. AREA. AND NAILED INTO FRAMING) OR U5P HIT45 HOLDOWN. N5TALLED PER MANUFACTURER 5PEGIFICATION5. -MIN. 3'X3"XY,' PLATE WASHER ' ^ _ ONE 5/' VIA ANCHOR BOLT KITH T' l MIN, EMBEDMENT INTO CONC. ------------------- -- A 06IT5IDE ELU TION ONE #4 BAR TOP AND BOTTOM OF FOOTING. LAP BAR5 15' MIN. I \-3'xlV,' MIN. HEADER 5EE PLAN. ° - HEADER TO BE LOCATED AT TOP OF OPENING ° FA5TEN TOP PLATE TO HEADER WITH ° TWO ROW5 OF % x0.148' NAIL5 0.31 O.G. 0 U5P STRAP 5PEG BASED ON PONY WALL — HE16HT IAGK -M5TC66 5TRAP w/ 53' BD LENGTH FOR V-T V STUD MAX HT. Q or K5TT2 5TRAP W 36" END LEWTH FOR 2' 1I' O MAX HT. -5TRAP CENTERED o BOTTOM OF HEADER - LOCATE ON IN51DE FADE OF WALL. r \-DBL. JACK 5TUD (MIN) O Mf_-E3LOGKI%A5 REQ'D (3) KING 5TUD5 - -51N6LE KING 5TUD ONLY IF 4 FT (MIN) 50LID RETURN WALL PROVIDED IN PLAN am WALL FRAMING 5PE6IFIGATION: *2x4 WALL: L15E HF #2 GRADE 5TUD5 (OR BETTER) 02xb WALL: U5E 5PF STUD' 6RADE 5TUD5 (OR BETTER) A"x0.131' NAIL o -- 6' O.G. IN ALL PANEL ED5E5 — %IX0.146' NOT PART OF NAIL5 AT PORTAL FRAME ❑0 12" O.G. C] PORTAL WALL 5E6MENT PLAN VIEW OF CORNER DETAIL DIA. ANCHOR BOLT WITH T MIN. EMEIEDM5 T INTO GONG. AND 30X3'XYa" PLATE WASHER TYR 4S 67 IN51DE ELEVATION aLAPA PORTAL FRA� !;)ETAIL 'V�:ITH HOL�;UM5 CA: E: N.T.S. 50T 5ID 5 OF GARAGE DOOR 5 1 160 PH WIND 5P D_(ULT) -0' < FINISHED WIDTH < JeP I ,. D'' A, I, � 1 2UIJ, seal, 'j III '51 G. ENj, ?/y s oG, l t: ST �tV © copynght : MULHERN & KULP Structural Engineering, Inc. w® x CD CL FA5TEN ROOF 5HEATHIN6 TO PRA6 TRU55 K/ ® A8'xO.113" NAILS ® 3" O.G. o 0° C m Z �w a DRA6 TRU55 (5EE PLAN -' Q FOR DE5I0N SHEAR � � E GAPAGITY) r=— i v n a� 5 v 9 E m UJH m ICJ E h� Q J e�v cee t6 FASTEN 130TTOM GHORD ® ® o OF DRA6 TRU55 TO c N 2x INTERIOR DBL. TOP PLATE W/ ® *c M a 5HEAR WALL L15P MPAI GLIP5 - 5EE PLAN E (5EE PLANS FOR SPACING) 5PEGIFICATION5 D 6 55 DETAILG�INNTBRIOR �,�.�, W401 W - M&K project number: 1 95- 1 9004 projectmgr:.JSB drawn by: PAT issue date: 03-08-1' 9 REVISIONS`. - datet initial: LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN THI5 HOME $ 5HALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPL I GABLE AREA5. THE5E WHERE 5PECoI F I GALLY INDICATED DETAIL5 ARE NOT "GUT ON THE PLAN5. ("GUT") ON THE PLAN5. PAT 0- 7 J 0 nWn I —I �- U�ii 0 i� O r- I > 0) W J N 2 LL IS Lj K� �0� w Oo I Sheet. SD2e }R x TYP. 5HT'6 TO 51LL PLATE CONN.: FA5TEN WALL 5HEATHIN6 TO SILL PLATE N ' 2 3/8" X 0.113" NAILS 3" O.G., U.N.O. m a�Q `� O So �TYP. 51LL PLATE: 2x P.T. PLATE WY2" DIA. x T LONG A.B. ® 4'-0" O.G. (U.N.0) w/ 3"X3"X0.229" 5TEEL PLATE WA5HER5. PROVIDE MIN. (2) PER PLATE SEGMENT, MIN. 12" FROM 5E6MENT EN05 TYP. 5LAB ON GRADE: 3 1/2" GONG. 5LAB H/ bxb H1.4xl.4 MWF (OR FIBER ME5H ILO HHF) ON 6 MIL VAPOR d ARRIER ON 4" MIN. GRANULAR FILL ON 95% III I III COMPACTED FILLNIRC71N SOIL °: , 1I I- 12" WIDE GONG. TRENCH FOOTING --(2) #5 BAR GONT. LON6ITUDINAL REINF. Al 3" MIN COVER 4 MIN. 38" LAP 5PLIGE TYPICAL SLAB ON 6RADE (TYP) SCALE: 3/8"= I'-0" r GARAGE INTERIOR GARAGE SLAB -5EE DTL I/FDI w Q d a aMa° ,a IIIIII�III REINFORCEMENT -5EE DTL I/FDI.O TYPICAL THICKENED SLAB ® INTERIOR 6ARA6E WALL SCALE: HOUSE INTERIOR TYP. 51LL PLATE -5EE DTL I/FDI.O 5LAB ON 6RADE -5EE DTL 1/1=01.O PLAIN GONG. THICKENED 5LA5 (5EE PLAN FOR SIZE) CENTER FT 6. ON WALL ABOVE z f TYR SILL PLATE -5EE DTL 1/FDI.0 TYP. GARAGE 5LAB: 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% COMPACTED FILLIVIR61N 501L 12" WIDE GONG. TRENCH FOOTING REINFORCEMENT -SEE DTL I/FDI.O TYPICAL SLAB ON GRADE SCALE: INTERIOR BEARING WALL/5HEAR WALL 2x P.T. BOTTOM PLATE 5LAB ON GRADE w/ HILTI X-GF -12 Pb -5EE FND. PLAN PIN5 OR EQUAL ® 3b" o.c. REINFORCEMENT `—PLAIN GONG. -5EE DTL I/FDIA 12 W THICKENED 5LAB (SEE PLAN FOR 51ZE) TYPICAL THICKENED SLAB ® INTERIOR BEARIN6 WALL � seALE: N.rs. LETTERED DETAILS ARE TYPICAL FOR THIS HOME $ SHALL BE IMPLEMENTED IN ALL APPLIGABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. TYP. PORCH 5LAB: 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON c15% COMPACTED FILLSVIR61N 501L NUMBERED DETAILS ARE PLAN 5PEG I F I G AND ARE ONLY REQU I RED HHERE SPEGIFIGALLY INDIGATED ("GUT") ON THE PLANS. BUILDER TO PROVIDE 15OLATION JOINT FLOATIN(r PORCH 5LAB TYPICAL SLAB ON GRADE SCALE: b II � II >—,L— GRADE I —III—II III: d4. a TYPICAL SLAB ON 6RADE 611, 1 .1`41 1'I1 . 110, SCALE: 51V =1'-0" TYP. 51LL PLATE -5EE DTL I/PDI.O 5LAB ON GRADE -5EE DTL I/FDI.O 12" WIDE GONG. TRENCH FOOTING REINFORGEMENT -5EE DTL I/FDI.O TYP. SILL PLATE BEYOND -5EE DTL I/FDI.O 6ARA6E 5LA13 -5EE DTL I/FDI.O 12" WIDE GONG. TRENCH FOOTING -5EE DTL I/FDI.O OR 11 2M seal: �,\1111111//// *, "o 1J '. $TA O , Fl AI ©copyright: MULHERN & KULP Structural Engineering, Inc. az z �W CD m z u, a J Q E n oc E F- ♦ UJ .52 � m IQ ;E JZa� :o �LU 2 5 y m u�i cc m n M&K project number: 1 95-19004 project mgr: J S B drawn by: PAT issue date: 03-08-1 9 ROOF TRU55E5 -5EE 115DID VINYL SOFFIT (A5 CHOSEN BY BUILDER) %W1 MEET R103.1.1 GUT EVERY OTHER I" DEEP 5AH CUT CONTROL JOINT USP GAP (INSTALLED PER MANUFAFAGTIIRER REQUIREMENTS) WIRE OF W.W.F. ® WITHIN 24 HOUR5 OF POUR CONTROL JOINT MID -WAY INTO SLAB 4x4 PRESSURE TREATED WOOD -LOCATE JOINTS ® 5LAB l P05T WFIN15HE5 PER GORNER5 8 OTHER AREA5 WHERE ARGH/BUILDER 15' MAX GRAGK5 ARE LIKELY TO OCCUR U5P PA44E BASE (INSTALLED PER BETWEEN MANIFAGTURER REQUIREMENT5) 5AHCUT5 SLAB ON GRADE SLOPE VIEWED FOR TYP. P -5EE FND. PLAN PER PLAN SEE 3/IEDAdCOMPLIANCE �Q ST. LUCIE COUNTY 71 GRADE I I . I I I I I I I GOMPAGTED BOCE` 11-1111 I I uI_I I- o = = d I —I i —III— "s —" 13AGKFII L ;III, ,III, ,III ,III—III„I 12"xI2"150LATEDGONG. PIER FOOTIN6 UNDER P05T -PER PLAN TYPICAL PORCH COLUMN FILE COPY TYPICAL CONTROL JOINT ONNECTION_ DETAILLOCATE V ®10'TO Vo.c. OR ALE: NONE SLAB ON 6RADE CORNERS WHERE CRACKS LIKELY TO DEVELOP REVISIONS: date: Initial:03/08/19 :Z IL UJ co i�-~ O W z 00 o �- �° }rn Q d N 2 LL, 00�Ld CV 0 2 x Z w LL ILL sheet: F'DI 9OF PROJECT DATA: FLOOD ZONE: - THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP 120111 C0070J, DATED FEBRUARY 16TH, 2012. _ SITE ADDRESS: BENCHMARK NOTES: N STEEL OR WOOD WELL ACROSS STREET OUT OF RANGE 2(L09 LOT 27 MIRAMAR AVENUE °a THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN EXTRA STRENGTH FILTER POST � FT. PIERCE, FLORIDA 34951 VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS FABRIC NEEDED WITHOUT U) NGS PID D14002, ELEVATION = 21.33' NAVD88. SITE BENCHMARK ,ISAS SHOWN. WIRE MESH SUPPORT w . N • zo I(,.1 a rn AVENUE L .2 "1_ 1�/� III R /�I 1�/� A NOTES: ATTACH FILTER FABRIC 2 M 1l Ll J1�1 - - _ OWNER: SITE DATA: 1. SILT FENCE SHALL BE '5 cc - - - WJHFL, LLC. SECURELY S DE OF POST 70PUBLIC R/W) REQ'D PROPOSED 33008ATTLEGROUND AVENUE #230 LOT SIZE: 10,000 S.F. 11,733 S.F. PLACED ON SLOPE a _ SN&D LOT WIDTH: 70' 75 F.T. $ $ U. 20 f ASPHALT ROAD SN&D POND NGREFFIIC EFFICIENCY. B M 1 GREENSBORO, NC 27410 n > Q li e M2 r EL.=20.25 - m (V 20.0t 7, ii ELC=20.21 a o 2. INSPECT AND REPAIR M.E. MAX. BUILDING COVERAGE: 30% 1,989 S.F. (17.0%) CO 2" ,, . ...-�.. .. ---- .,._ --. _ -_ _._ _,_ a o FENCE AFTER EACH _ ._ ENGINEER: MIN. OPEN SPACE: 40% 8,984 S.F. (76.5 ) v N E (y -----. __. __ __.. i ._ -_ - ~ O Vim' d y OTHER IMPERVIOUS AREA N/A 760 S.F. (6.5%) STORM EVENT' AND v e O� y o n MILLS, SHORT & ASSOCIATES, LLC. REMOVE SEDIMENT WHEN 1 10' MAXIMUM SPACING WITH IRE SUPPORT FENCE, 6' r 4 d 700 22ND PLACE, SUITE 2C RECOMMEND D STONECESSARY. 9" RAGE { . MUMz� T `< f MAXIMUM SPACING W THOUT U) LLI REO'D 15" CMP SETBACKS: REO D PROPOSED o VERO BEACH, FLORIDA 32960'" .? M o INV. = 18.83 FRONT YARD (N) 25' 38.09' � � ; � U) g m HEIGHT. er`g WIRE SUPPORT FENCE 1- _ m n I 15"CMP (772) 226-7282 SIDE YARD (W) 7.5' 29.33' , w m °a F I n 135.6't 3. REMOVED SEDIMENT F- W 9 M INVERT SIDE YARD E 7.5' 8.0' STEEL OR WOOD C7 NOT TO' O SHALL BE DEPOSITED TO ! = PONDING HEIGHT Cn o EL.=18.83 REAR YARD (S) 15, 62.45' / POST- 36" HIGH MAX. 2 0 m M - SURVEYOR: AN AREA THAT WILL NOT O w CONTRIBUTE SEDIMENT P aNDING HEIGHT ° W = co 3 49.30t _ 21.5, VEYING & MAPPING, LLC. OFF -SITE AND CAN BE - FLOW oa O n. GSS SU1 a FLOW 4620 LIFSCOM6 STREET NE, SUITE 2 PERMANENTLY STABI ZEU. ; _ LL PALM BAY, FLORIDA32905 z 7-~- ( Y v m Q - 4"X6" TRENCH WITH J" MIN. DRAIN ROCK Ca) m I ellS 89°43 10 E a a _ .. _ PROJECT LEGEND: COMPACTED BACKFILL N o Y Al INSTALLATION WITHOUT TRENCHING ro o -i 19ear =PROPOSED FINISHED GRADES R._E-N-i:H DETAIL 21 f 2d PARCELI.D.:00 . 19.2x 1i.975 121301-601-0073-000-4 PROPOSED DRAINAGE PATTERN C14. rn rn M.E. o M.E. M.E. r m o N a Q: � � HP = HIGH PONT SILT EEn1�,E INSTALLATION DETAIL -TYPE IV. N oo M.E. = MATCH EXISTING SCALE N.T.S. Z '# N cV r ---- ----- ° 0 = DRAINAGE STRUCTURE Q N 0) 7 -77ZONING:o j 5.00 _ , I SINGLE FAMILY (RS-4) A a U w M m F_ ,_ LAND USE: SURVEYORS NOTES: DRAINAGE AND GRADING NOTES: f- SCALE: O 13'5o PROPOSED SINGLE FAMILY RESIDENCE 1. LEGAL DESCRIPTION PROVIDED 1. ELEVAI IONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88. d t 0 5' 10' 20' 1.554 ED BY CLIENT. ADJOINERS SHOWN HAVE NOTm co 21.88 m 16' I BEEN SURVEYED. 2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE N m ON n LEGAL DESCRIPTION: BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. c o 20.58 19.7 '' PROPOSED PLASTIC r? bRlti� 2. THE EXPECTED USE OF THIS' PARCEL IS RESIDENTIAL. THE MINIMUM TUBING INDUSTRY '� _ _ ° _ LOT 27, BLOCK 5, LAKEWOOD PARK, UNIT NO. 1; ACCORDING TO THE E DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FENCE SYSTEM 25' B.S.L.: RELATIVE 0,85 W. PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 51, OF THB FEET. 3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A MIPiIMUM OF 8 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING. `t 6 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY`ANDIOR „ i 4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL a (CONTAINS 0.24 ACRES) EASEMENTS OF RECORD. 25 22 5 22 30 BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. I" 22.05 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND 5 CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY SHOULD BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN. 1 F m n AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN to g 1050 22 8.00 I 20.71 LOCATED. 1 e" 6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE GAL 5'0-°+ STORM, WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER 1.75 z � n e 5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS M t )! 0 Cn ¢ S/T a Sl` TE?9i. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT I 0.00 � O u� ¢ 30 I OTHERWISE NOTED. ERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE }: - � G :INTENT OE STORM WATER DESIGN. U r PSG 22.30 L• 6. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND STORMWATR POLLUTION AND EROSION CONTROLf''. ARE REFERENCED TO U.S. SURVEY FEET. + °, Cy vI `" p 7. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF ,:... m NOTES: i 9 SURVEY WAS BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED ` - ' ✓�� D _ SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND _ _ ALL •''e CONSTRUCTION ACTIVITIES SHALL BE 1N ACCORDANCE WITH THE ST. � SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS � Ap i bIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY tROSION AND SEDIMENT CONTROL. ER JURISDICTIONAL DETERMINATION. OTHER ERM TION. " 7 & iLf FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED .,r;s,. ,.5 F ..� ..,,,�":.•-_4 s1 sx ...-<'". _`,;.-.� ;�• , +••. PROPOSED 3'X3' _ � A/C CONC. PAD 8. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFL - ni '• r`�Rr.,'.S h SS - EL. � u •,._.: _ ;�: .� E� �... � 2 s-OF THE PERSONS AND/OR ENTITIES NAMED HEREON FOR THE PURPOS = 22.30' IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF Y TH 3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED. SEPTIC r �R {d SURVEY MAP APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE TO SEPTIC 1.75 fµ; 2:30 FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J17 4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE %� � ' ( C X FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLO IDA SODDED 22.30tw C 1 20.77 LOT 26 STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER GU RAN'TY NOR ' WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDIT ONS, tm x i. BLOCK5 - 5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER z 1 05 DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND B i' VACANT CONSTRUCTING. LOT 28 23 -�°;} NO WELLS THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN C1 1 . •r a� PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY BLOCK 5 (LOT BEING DEVELOPED 6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION. RESIDENCE ( ' # ; ; CONCURRENTLY BY SAME OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 0) FF EL =22.23 llt!` DEVELOPER) -p UNABLE TO r ' �. ;" .,--;sE` 9. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN LOCATE WELL �V VERTICAL DATUM OF 1988 (NAVD 88). w bF) > Z w z O Z) O QLo w Cn 19.56 _0 'g 4, 1 I h QT 22.46 38.5' w I Iy m w1 �,. I z_ .; W %, t�{� F :°,+tom;. 1 N H' . 20.65 PORCH o LOPE C7 21.75, a ., m" 22.30 MAX. 1 /o S 23.0 S 22.30 r r -- 29. 3 23.0 --------- ----2T.QS--- ------ -- 21.8 0-------- �------ -----' ----- --- --- - -- -----39-0t---`'22.0 lA 0 0.07 8.00 22.0'r------------------- --------------15/o-SLOP� to F ES2P_- 1 :� w W w 2.30 2. 0. ------=---192t--- o------ ------------- -- - --- - -J21.0 C W M h, r 21 0 --- -22-W-- ---.. -- _ ------ M.E. : rOn fn ---- ---- r-------------_--_ °------------------ ----- -- - ----___-,20.0 r LLJFRDP-DRAINfTELD ®_---_-_--_ __-_____ _ \ 20.0 r - ----__---- __ N iG PROPOSED 3'X3' - N.3'-------a------------- - EX. Gt7ADE-- ----, --- - 0 21.75 y 19. 19.0;--- ------ ---- -- 0 {} \ CONC. PAD --- ------------------------_-L------------- - -------------- -J18.0 fA o 18;0L---------- ---- -------------------------------------- �1.8.8# IL 21.75 \ 1.75 CL SWALE O 0p \? O m o _ N o oSECTION A > o CD z oNo�O� ^ I SCALE 1"=5' z •E a 00 (ti co; ( �� z LOT 27 LOT 26 U - M (DEVELOPED T I _ CONCURRENTLY BY << � � a 29.3't - I a F.F.E. = 22.80 8.0't ° SAME BUILDER) �) Z Y F.F.E. = 22.80 10.0' ' o c IL < 19.5L� ! ---- -- -- 4.1_eiAX - I a 23 0 I 21.05t ux ! 23.0= - - - 22t30- '---- ---- = PROF`6ftADE-- -----------; 22.ot � -- --- H.P. � m - 2290 v, 21.75 20.7t 2.0 --Lu - 00 1 22.0 --- ---------- -- ---- -- ----------f 8%uStOPE --- M.E -'`� 21 0 -------1 __---- LL C7 Y *` 19,47 f5Y SLOPS --- --- -- - - -- ------ '' ----- --- 18%�uCOPE - -- ---- - -- in w _____ __ _--------SL Q \, 10.60 / �5 FRO y 21.0 ---- -- - --- 20 0 EX. GRADE 20.7t (� L) Z -) J 19.5E PROPOSED j w@iC 20.0r----- --- ---`------=aT---------------------- ---- -----� 190 ---- ___J -- ---- 20.2t a) Q >1 WELL 19.0----�--- EX: GRADE J 18.0 `---- p a � 18.0-------------------------------------------- ------ ---- FILE t� SECTION C c 15' B.S.L. SECTION S Qy a) _ w > Z i I ____._ ___._ _.:_ 19.65 N 19.65 I SCALE 1"= 5' SCALE 1 5 = Q _ FENCE o r k• 19.65 CD LOOS \ 3.55W. a 19.65 I ��� : z E co - - .� ,-" -- --°�-: - - w 62.45' a. O (3) '- 22.46 'p 0' 10' DR/UT ESM'T _010. IC UTILITY EASEMENT STOOP N10'PUB t5% SLOPE ------- ------------- ---------------- 0------- w ------------ - --- ---- J 23.0 .°. _, r vt------------------ n ------------- PROP. GRADE { O _ _ aHw...-_ .........:r-•n ...__ };, _._.. _-::?I+r. - - • .. - `19.58 23.0 �. �.----- =� - -�--- - -_ _ d x ,,.. 21.75 ----------- _ -- - _ ;= ..._._--- - -.... s...e:.. _..,3-.. sn Yr,:. - ter+., ,,,y a a -r,,. , ," o '., , U _ �,. _ _._ tY. _... .. _ - t5 o SLOPE r 19.00t , v 21.0 c4 � _ , , 21.0 ---- ---------_--- I EX: SWALE , ----------- ----- --------__-------=--- PROJ. NO. 19 1380.8 _ _ _. _._u�--"swns� �tvatz„--swnt� sxr..�- .^,xdtt_--Lwu swnc�- -------=----------------------------- _-----_----- _ 20.0 .�O swAi�- rrAez swaC� suu.E-..-..•, swnt� svr Ls- s F" �`"� 'l � 20.0 � , LLI pds \G p 18,94 - ---- - - ------ --- -- --- ------ ---- --- ----- -- ---------- --- _----------y 19.0 DATE 9.5.19 i7 5 N 89.48 21 L --- --- J1e.o '--------- --- _.--� 18.0` ---------------------- SHEET NO. 75.00 o - --- ! „ .<< 3 I x 19,97 N� o� SECTION D C- 1 SCALE 1 "= 5' SHEET OF 1