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HomeMy WebLinkAboutPLANS«$ ryy j 4 n {. e 'Pa .t G Fl 1 apM s = Ns !k 1„ ,t I` Y ' 6mARA i�l7�il�mF�E4= x xAy *General Notes* 1.) All backfill required on -site shall be clean, granular sand material placed in lifts of maximum 12 in.. The backfill shall be free from debris and organic material. Fill material shall be j compacted to 95% maximum dry density as determined by < ASTM D1557. All backfill under the slabs shall be termite treated after compaction. Treatment shall be in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Affairs. All areas, under the building and five feet beyond, shall be cleared, grubbed and stripped of all surface vegetation. Debris and stumps shall be removed in their entirety and the exposed surface shall be proof -rolled with sufficient passes to produce the required compaction. 2.) The minimum allowable soil bearing capacity shall be 2,000 psf at 95% compaction. 3.) All windows, doors and attachments to be provided for this project shall be impact rated and designed to withstand wind loads shown on the floor plans. Follow manufacturer guidelines for proper sealing and waterproofing of windows and door assemblies. All manufacturer certifications shall be provided. 4.) In lieu of impact rated doors and windows, contractor may provide impact rated hurricane shutters. The shutters must also comply with the design wind pressure requirements of the window covered. 5.) Soffit material shall be installed as per manufacturer specifications to withstand design pressures shown on soffit detail. 6.) A vapor retarder consisting of 6 mil min. polyethylene with joints lapped 6 in. and sealed shall be installed underneath all 1 concrete slabs on grade. , I , i.m.am.m..�lm>.. .:'Ct `!,^I.,,X.i�'3AII'i.,.:iRll"AAdPrSlIG,Ii6q,:W11 19N'nl""°m'm^ OCATION R 4,q q .:v qmmmjw�. ® W 4 mr, 1„:IR^'�R4-.� .1 .4 ems, A. 1. 11,. ,,.1 w1 1." Ell Is "Irw '1 ..Plrr 1 ®.....r .., ..,. 19 A H:\2018 Projects\017-2018 Sparks Res. Reno\1 Site Plan.dwg, 1 site cover, 10/15/2019 12:09:57 PPM�,, \\Vefx-2900\GEI 2900 9 kI M "I.r. �' [[7 • , c/e CO�O��P JL.i &.SIG 1411,11 " 1 !A P' p - 1 1'111 I,C 1`I iin' . 1 AP?m'*T, >T�"ryp ...ten .m n�`�( Ww 1 :.:. ,.{��j{7 +t•m"M m+ ,,:,..r.,. Sir �� .....ff, ' '.� .....,.. na 5 FAA At al 1 00 « .,. .,. asssx±:+: ear •.:,�,,. ,,,�".mY �'mTh` '' f$b .FI Im"{ „.. . X5 _�. rc.. .me_ �. 4 [mM ': a .mq r em �a. a..s ..e. 1. r:Ns in '.. .4mvs .� n�.�..,ev �,�ne 1 �:su •=�+mrxe�e.. 1.lv.. is„� w mw. i NiG.. w r � 6.. �! i/ l 1 1F19�^ M ^°?I ffi ,. ®°fi nl eak"c. 1 emv I,reaLr�.. ,r 1 f 1" i® Ise „,.Ili k SITE PLAN RENOVATION FOR THE Mr. & Mrs. Sparks 2358 S. Brocksmith Road. Ft. 1 SITE j COV_ER Pierce, Florida 2 DEMOLITION AND FOUNDATION 3 DItvIENSION PLAN 4 INFORMATION PLAN 5 FRAMING PLAN 6 ELEVATIONS 7 ELEVATIONS & SECTION 8 ELECTRICAL PLAN 9 HVAC PLAN ::COPE OF WORK ssssssssm 0 REMOVE ALA.. MALLS DASHED, ALL TRUSSES TO BE REMOVED, REMOVE DRYWALL AND INSULATION AT WALLS AND CEILINGS • ELECTRICAL TO BE REPLACED & WILL COMPLY WITH SECTION R404.1 OF THE 2017 FLORIDA ENERGY CODE, • GARAGE AREA FLOOR AND AREA AT EXISTING COVERED DECK TO BE RAISED TO EXISTING FINISH FLOOR LEVEL • HVAC TO BE REPLACED AND NEW ENERGY AND LOAD CALCULATIONS TO BE GENERATED. NEW HVAC WILL MEET OR EXCEED SECTION. R403.1 -3 AND R403.6 0 REPLACE ALL WINDOWS (FENESTRATION) AND ADD AS SHOWN ON PLAN PER MANUFACTURES SPECIFICATIONS & FBC • KITCHEN TO BE REPLACED - SEE LAYOUT SHOWN SC11VNE® St. Luce (busty 10/10/19 ISSUE 42 — Review Comments Letter dated 9/27/19 are clouded. INCLUDING Truss modifications. �7/17/19 ISSUE # — Review Comments Letter dated 7/3/19 are clouded. INCLUDING Truss modifications. Lim REVIEWED FOR CODE COMPLIANCE ST. LUCIE 000UNTY BOAC x W E- � U q Z Co U? O -ate• W E- a w o (2) co 04 wwzw x EF~ x E� O E E- p E_ H IW d . ' _ - wWU oxU wEGv�� °OVRPOURo IN EPDXY 36"" O.C. AND CONCRETEMIN. COW. � " FROM CORNER ° � O w8^ e° y. XI S TI N G F O O T I.N G S ° R °EFIR STE �T ETSEWCE d( SCALE 2"-0a BEARIN; SCALE: d p d° i I° I w z L - '- _ _ - � - - r ■ 7.) All nails and metal hardware exposed to weather shall be Concrete and Masonry Construction* P 10.) Provide footing dowels to match wall o w o ■ \ I - stainless steel. All nails shall be common wire nails unless x a w Tiro I I otherwise specified. Space nails in straps so as to not split the reinforcing size and spacing unless noted E+ - - - - - - - -� - - - - - - - - - - P P otherwise. Missed dowels shall be retro-installed - - ^-""� / - _ \ I I � 7 1.) All concrete shall attain 3,000 psi at 28 days ultimate compressive wood. with # 5 rods embedded 10 in. into footings with ALLM 1 � - - - - - - 1 I i I strength, All concrete shall be ready -mixed and in accordance with either Sika Sikadur 32 or Simpson SET epoxy CO _� -� \\\ I I I I I ■ ASTM Specification C 94. All concrete work shall conform to ACI 8.) All exposed bolts shall be �xakIess steel bolts with a cement. Lap splice foundation dowels to wall w ■ �\ -co q J\\\ \ I I I I 318-02. Concrete maximum slump shall be 3 to 5 in.. minimum yield strength of 75,0'CO psi, Non -exposed bolts shall reinforcing at 25" bar diameters and terminate co J� conform as a minimum to ASTMM A325. reinforcin at wall to s with standard ACI hooks CQ 2.) 6 in, x 6 in. W1.4xW1.4 Welded Wire Mesh shall be installed with g P (12 in. for # 5 bars) to provide continuous Z E, r II \�\� I I I I I I ■ chairs providing uniform (min. 1.5" to max. 2") top cover conforming to 9.) The Contractor shall lawfully dispose of all debris resulting connection from footings to uppermost 0-0 CQ tow w O I II 1� I j I I I I I ASTM designation A-185, or Fibermesh added as recommended by from this project. tie -beams. Properly splice corner reinforcement. 0 Lo z I I manufacturer W CO FTF1-� RE -MOVE KITCHEN AND II I I I I I I I I 10.) All connections not specifically covered herein shall be made — — I1�c ` I REPLACE PER NEW FLOOR PLAN I I -= 11.) Cover requirements for reinforcing shall be as w rr ■ 11 LL _ _ ll _J I I I I I I I I ■ 3.) Reinforcing steel shall be deformed, new billet steel ASTM A-615 r follows: 3 in. for footings cast against earth; and in accordance with the requiremer s of the Florida Building ] I I Grade 60. All splices and hooks shall be in accordance with ACI 318-02. Code. for concrete exposed to earth or weather, 1-1/2 in. w w II L 1I I I I Minimum splices shall be 25" for #5 bars. Provide bent bars at any for # 5 bars or smaller, or 2 in. for # 6 bar or a' z CO W II �\- - - - - - - - /� I I I change in direction. Reinforcement partially embedded in concrete shall p y ) y greater. See Note 2 for slab -on -grade top cover. C _ _ _ _ _ _ _ _ _ _ not be field bent. Such reinforcement is to be bent cold prior to 11. An omissions made in this section and in an section in o II R I -P I i I ■ embedment. The same applies for masonry reinforcement. general, shall be built following standard safe construction °D w o _ _ _ _ _ _ r , I practices and principles and shall be in complete accordance with / all applicable sections of the Florida Building Code. EXISTING REINFORCED GROUTED CELLS VERIFY TYPICAL \ y IoP I I I TO BE NEW BEARING WALL I �� I % ■ ■ ■U I I SEE SHEET 4 FOR SECTION O I I I� I I ■ - � K�, IL/- \u �n ( �• \n d` / II II C= ° / . RE -MOVE EXISTING EQUIPMENT / / II I RE- ORK EXISTING MASTER BATH PER NEW FLOOR PLAN m, �_ ����pl P / 11 I I C — ■ — — — — "1 CUT OPENING FOR NEW WINDOW SEE DETAIL #3 ■ ■ ■ ■ VARIES REMOVE PLUMBING FIXTURES ----._-_ __.______. .,_ REPLACE AND RE -FURBISH / / 300�PSI CONCRETE INFILL #3X16" 16" OC SET 4" H:\2018Projects\017-2018 Sparks Res. Reno\2 Exist Demo Fdn.dwg, 2 demo-fdn, 10/15/2019 12:08:10 PM, \\Vefx-2900\GEI 2900 W. R \ / LI;SS 7I- N 12 DVVV PSI WITH FIBER CRETE INFILL ID EPDXY ALL SIDES WIT FIBER OR 6X6W 1.4W 1.4 #5 R�EBAA 0 48- O' C_ (MAX'. ), 2" (4AIN, n � � !� �`G� � REMOVE EXISTING _ / / �" X 3" TAPCON @ � P.T. 1f� pIA.X 1O A,IB, 61 AS SFioM14+tl ON PLAIN t KITCHENETTE ■ � � — _ _ � 12" OC ALL SIDES ... ° —�--- �" " SOLE F�iLA �,�'"�,T �MAX. �I,�+ �.� * pip 111 TE f4 RECESS (OP710MAL.) MIN, -D.C. - - - - - ■ " 9 s 44 THI GIC 111W. CCIq J G, SLAB d, ,. - 4 _ 4" THICR{ (MIK) CION0 S `� tis BUTS OF Ex1sTa'SLAB g, V ES X6--W1 4XW1 4 Wi!VWIW .'4,[,Opi®� �} I — , 6 MIL VISQUEEN ON TERMITE EXIST 4" SLAB W/FIBER 6 MIL VISQUEEN ON TERMITE , 2 #5 CIONT. (�jR ® Iw1EaF1 ■ I I EXIST 4" SLAB W/FIBER TREATED CLEAN FILL COMPACTED OR 6X6W 1.4W I.4 W WF BARS MAY OR TREATED CLEAN FILL COMPACTED Y iG" 3 L,11N, )/ae,t�r MAY NOT I.AP-- - OR6X6W1.4W1.4WWF T095%MAX DENSITY T095%MAXDENSITY (.2G) '. {",ONT. 16X6-W1°4xW1f1.4 WWIIM - !!!!a II I / II 3" MIN. C�OV. DOUBLE VATHNIN 3 !FT„ 1) CONTF' q� EXISTING SLAB EDGE MAY BE MORE THAN 4" AT EXISTING p FROM F 011NCS ("M) ` II I / I ■ SLAB INFILL AT SAWCUT OPENING THICKENED SLAB EDGES W REPAIRPROM LESS THAN O B 1 � TI 1 �1 INTERIOR M. I TE R I O R BEARING THICKENED.. EDGE T 1 6 2019 ■ - - SCALE I-1/2 = 1' OR USE DETAIL3s�oo`o�K ON #3 F E 7 V 7 _ L%L \ �\ SLAB INFILL AT SAWCUT OPENING SC ALE:. '1'— r' � ' SALE _ is —on \ REMOVE WALL SCALE 1-1/2 = F ■ ■ ■ ■ ■ ■ IN ■ 5 REB O.0 MA% REBAR BEYOND #5 REBAR - - _ - - - - - - - - - - • ■ $ ,AS "SHOWN ON PLANS xa-W IAxIW1.4 '14RP M " DOUBLE WITHIN 3 FT. OAIS X FF sr FROiM1 FOOTINGS I(TYP) IL i i // \\ ------ ^x1AB 4" P . CONC. SLAB IL__ • II C01�61 EXISTING COVERED Ih1, C0M .V" r — ■ AREA SLAB ■ \ \ CURB SECTION` CUT SLAB FOR THE NEW FOOTING II \ I ( P IOR TO OVERPOUR SEARING 5C141_E: IM. ■ F1 C. ■ /' �\ �O O� • SHO"4 PANS (MAX) \ - - - - - - - - EXISTING 23'-10" ■ :il P1l13DOU-Wl1. M! 401"4 WWM ■ — — — — _ - _ _ ■ ° / 7 1 MOFO�iTINGS (TYP) LEWTHIN 3, FT. d d Z K. CONC. SLAB IT- ° a'.I. /°d °_ d a ° d ° W1..Y II b CON IIINLMS MYA4.0 ov73 (2 CONT. SXS-W1,4X1WL4 W'hWFA, 3 A11N. OOV, (OR FIBER MESH) SLAG. GLASS DOOR SHOWER CURB SCALE: #5 REBAR BEYOND CURB BEYOND I° d , ° ■ __ ° `I ° / ° RAISr FLOOR AREA TO MATCH a , #3X24" DOWEL 6-EMBED ° ° I EXISITNG FMISH'A OOR W/ 4+"°d 3 ICON INFORMATION IS FROM ORIGINAL DRAWINGS BY TREASURE COAST DRAFTING, INC., DATED 9/ 12 /2007. CONTRACTOR TO VERIFY EXISTING CONDITIONS ��o r Q C� Y -L TE ULL DOWN STAIR I T- n a .d .°� J° ^ ° m ____ ■ I d ° . ° ■ ■ _ ®_ ■ ■ _ _ ■ ■ ��� I _ i a d RECONFIGURE d \l o FOOTINGS # O \ ----- I� ■ u a ° ^ a °4 ° EDGE OF EXISTING SLAB AND SHOWER 4� \ L_ — d I ----- -- ° CUT PERPENDIC L TO di_ THAT REMAWSI I I \ - ° EDGE OF EXISTING SLAB ° �j ■ ° ° ° ° ^ a, ° j ■ I ■ / II `\ // I \ ■ g ' d ° % ° �'° Ali OPENING FOR DETAIL GE3 I �.✓ \ \ \ / / \ �� EDGE OF EXISTING SLAB\ / REVIEWED FO F - - -I d a• I -J - - - - - L d a , ' I n WALL EXTENTION 1 i °° e a e r ° WALL EXTENTION / \ d i. I \� I ■ CUT OPENING FOR NEW I ■ \ \ / / ■ DETAIL 14 1 '' . / / \ \ !I DETAIL #4 CODE CO)MIR 5 C T;�/ I d e ' d �"!" VANDOW SEE DETAIL #3 I \ \ / °° ��`^mac= - / / - ,' �?r� .;{ .CIT. LUCIE L� V J 2 #5 RODS EMBED INTO _ y ° 8 ° a ° d \ \ ° EXISTING FOOTING 6" W/A W O j B C5�\ ,2'� OVERPOUP EXISTING GARAGE TO - \ r \ / \ / EPDXY 4 O 01 Q� °d °° LEVEL OF EXISTING FINISH�L"00R �/l-e �h ` J \\ /■ ■\ DETAIL #4 4g 1,,� \"y� I'f" JJJ; �+ 0 r1 �+ \ L� S sv < o -I / / ADD FOOTINGS tics s s a " \ �L----- - / d AT MASTER BATH d PVEW RECESSED SHOWER,. ^ J - - - - - �L �,� ENTRY REMOVE EXISTING ° 04 Qy p,• Ge G�k� oP ° ° a a d ,4 N REMOVE EXISTING © cc � WALLS AND GLASS °^ 4os�ti0 ■° d X/ST /Al 5 �'r1'r0L/T/ON BLOCK d° n d ° ° T d �49 o4LA� ° ovAv0�T/oAv d ° . d ^ °- I ° gl0 1o�4ro QQ d d °d °e 4, 4 ■ ■■ - - �_Q-'� - e _ _ - ■ EXISTING CMU :\� �� P #3X24" DOWEL 6-EMBED IN EP XY NEW 4" CONCRETE OVERPOUR SLAB EXISTING CMU BREAK CELL WEB AT 16" 14"LEG W GROUTED CELL 24" O.C. AND 12" FRO CORNER __ _ / 000, - EXISTING CMU #3 0 1 - OC AND —III EXISTING SLAB• #5 DOWEL VERT. TO TIE ' 4" IN EPDXY #3 5 ROD " \\ °,!/� EXISTING COMPACTED — _ _ — _ — — BEAM AND SLAB #5 RODS EMBED INTO FILL —III= III— I LAP 25" MIN. /\\/\ EXISTING FOOTING 6" W/ /- }� OVERCUT OPENING 6" 3000 psi \\/\\/�\\/ \�\\/ EPDXY C/ 11/\ /ld 0 1r., L / 1/ / / V (� /l / V // / / J� lV ' I' GROUT/CONCRETE NEW OPENING DETAIL#3 NEW WALL EXTENSION DETAIL#4 NEW FOOT NG CONFIGURATION r, 7- %/ /� �l ._ rT - 4 t�V SHEET S� O DF i _ / l .." .1...r ...,. .:�wrw�..+* r.+"*+�an . . ...;°..:— to .. ...m C- S~� IF I H:\2018 Projects\017-2018 Sparks Res. Reno\3 dimension.dwg, 3 dimension, 9/10/2019 4:21:54 AM, \\Vefx-2900\GEI 2900 56'-0" 13'-4" 42'-8" 10'-2" 3'-2" I I I cv °b 00 ■ ■ 4" 1'-4" 1 4" 8' 6'-8" -0" 3'-2" 9'-2" 6'-6" 10'-10" 10'-4" 0 I I� ■ ■ Y I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ — — — — — — — — — — — — — — — — _ _ — _ — — — — -_ / ■ 4" 4" 12'-0" - 11'-8" 23'-10" / ■ 00 / r / 8'-0" 4'-0" / 4'-2" 7'-6" 4'-it" 11'-9" / 6'-6" / I / s M 2'-4" L 4'-0" I' 4" 4. 6" 13'-2" II II II II II II II o II II II II II II I 6i II II II II II II I,, II II I II II II II II � II II II II II II I II II II II If II 6'-9" -7" 3'-4" 3'-0" ■ ■ ■ ■ II _____I —____I _____ I__-- I_____ II ■ ■-------- — I1-------{ —---1-I------I{ II II II II II II II II II II I I II II II II II I I ■ ■ 2'-8" "N ■6'-09" 5' µIIIIIIIII ——IIIII-IIIII -- — — —�IIII�IIII --—— �IIIII-iIIIII — — — — — 4" — — — — — — — — IIIIIIIII — —— � IIIIIIIIIIII IIII IIII 6"4" L -6 —-- — ------1'-7" 3-4" 2 - 4'-4�4 ■■ 3 4'r 5r4 ■ 4" — — — — — — ■ I� I I I I ■ °' rr 8" 12'-0" I I 7'-4° 11'-8" 8-43-4 I =8"''I 3'-4" 5'-0. I I; L____ N I I I I -TE ■A OE O I I — — — 2'-0" 7'-6" i'-8" L -10" ■ 5'-4" 40'-4" 4'-0" ■ I I o ■ ■ ■ --- 2'-4" 5' 8" 11'-2" 7'-6" 4'-3" 5'-6" 0 - - - - - - - - - - - - - - - - - - 2'-6" 5'-2" 5'-2" 2'-6" I °a ■ � ■ 1b I � � I I n ■ ■ 5'-5" Kr-2" 5-5" 21'-0" 19'-8" 15-4" 56'-0" REVIEWED FORa4y CODE COMPLIA ST. LUCIE COU BOC O�4 vi Q,y�ae'GjGe1'ti �, ��g /-olq4 O� 3080 SC I III 11, 2868 SC 3060 SH 3060 SH 2030 SH 3060 SH 3068 SC 3080 SC SUITE #2 OBS FIR D 10'-0" CEILING 3080 SUITE #4 10'-0" CEILING SUITE #5 10'-0" CEILING i� 2880 SC • IL/ EXISTING METER EXISTING PANELS 2868 SC 2080 -FOLD it 2880 SC BATH # WC L VAN 2B80 SC AREA INFORMATION SQUARE FOOTAGE U/A = 3,308 sq.ft COVERED AREAS = 509 sq.ft TOTAL UNDER ROOF = 3,817 sq.ft SEE HVAC PLAN FOR VOLUME CALCULATIONS 3060 SH SUITE #3 10'-0" CEILING 2880 SC 8080 SL GL DR INEW BEARING WALL SEE FRAMING FVI FLING �0"FERETO 10'-8CEILI� II II II II FRZ U sINK I K HENDBIL COOTOP DBL OVENS o 0 0 I I I NEW BEARING WALL SEE FRAMING BUTLE PANTRY LOUNGE FOYER VAULTED CEILING VAULTED CEILING �L �J r j UTILITY Lc J 10'-0" CEIUNG 2880 SC 2680 SC KT 1 P#4 --- 10'-0" CEILING f WC 1FVOLU ME AREA INFORMATION AHU-1 Volume = 27,136.30 CIF AHU-2 Volume = 7,085.50 CIF As stated within energy calculations. / LINE OF VAULT CHANGE / / COVERED PORCH / VAULTED CEILING 23'-10" / JG EXTENSION AREA & OFF ADDITION 2X6 FRAME WALL 16" OC / FOAM INSULATE / 6080 SL , 3080 SC OFFICE 10'-0" CEILING NOTE: SEE PLAN FOR LOCATION** AT SOME LOCATIONS THERE IS A TRUSS ON EACH SIDE OF FRAME WALL , 2X8 #2 SYP AT 24"OC AT CONVENTIONAL FRAME ROOF/CEILING SP4 AT EACH ---STUD-T&B 2-2X4 #2 SYP_ TOP PLATE TRUSS 1— PER PLAN TRUSS TO PLATE �TS 12 ALTERNATE SIDES OF WALL (8)(8) Od AT 2X8 A 2X4 #2 SYP STUD AT 16"OC 1/2" X 5" EMBED ANCHOR BOLT AT 24"OC 2X4 PT #2 SYP BOT PLATE „ #3 X416@EPDXY C 2'-0" SAWCUT EXISTING SLAB 6" 6" EXISTING VAPOR BARRIER � ;o "� PROVIDE VAPOR BARRIER UNDER NEW FOOTING, LAP EXISTING 4" AND TAPE ���� �� �j�j� 300 PSI CONCRETE z NEW FOOTING UNDER NEW BEARING WALL SEE SHEETS 2 AND 5 3 #5 w EXISTING COMPACTED FILL o = NEW BEARING WALL SECTION /DETAIL 1 Jd F SEE SHEET 2 FOR FURTHER 1/2" 1-0 s a INFORMATION AND LOCATION Ell PR 21080 SC ■ N ■ 3060 SH MASTER SUITE COFFERED CEILING 10'-0" TO 10'-6" CEILING 3060 SH L -J ■ 3 880 SC — 2080 SC BI-FOLD • W.I.C. �10 jC 2080 SC 10'-0" CEILING — BI—FOLD 2880 SC • PKT 2080 SC WC E 2030 SH BI—FOLD ■ MASTER BATH C� A VAN 10-0" CEILING VAN 0 ■� NEW TUB u 2026 FG 5026 FG 2026 FG 19'-9. 15'-4 ENTRY SLAB ADDITION AND MODIFICATION MASTER BATH WALL & FOOTING MODIFICATION I IBUILT—IN LINTEL INFORMATION FOR NEW WINDOWS (Ni REPLACED) I I (4) 2030 SH WINDOWS - LINTEL LENGTH, MIN 2'10" (31 STANDARD LINTEL LENGTH ' • 2-7/32 WIRES AND 2 ,y3 REBAR (2) 30600 SH WINDOWS -LINTEL WIRES , MIN 23'1 REBAR STANDARD LINTEL LENGTH 2 I JVVV 21'-0" Y AREA OF WALL MODIFICATION - ENCLOSE GARAGE, FILL IN GARAGE DOOR WITH WINDOWS AND CMU SUITE #6 PR -PA SC BIPASS 10'-0" CEILING aFO GOm OQ 0 SP4 ® MID SPAN - (2) 2X6 MIN W/ 1/2" PLYWOOD FLITCH TOP OF HEADER TO BE DIRECTLY UNDER TOP PLATE (2) 2X4 TOP PLATE W/(2) ROWS 10D ® 16" OC LAP SPLICE 32" MIN W/(8) 10D IN LAP JOINTS TO BE OVER STUDS LSTA12 EACH SIDE EACH END W/ (3) 10D TO HEADER AND STUD/JACK STUD AND JACK '__j LTT20B W/ 1/2"X6" TITEN HD OR 1/2" J BOLT TO SLAB H:\2018 Prof ects\017-2018 Sparks Res. Reno\4 information plan.dwg, 4 info plan, 10/23/2019 9:34:44 PM, DWG To PDF.pc3 1 0 No 40111 STATE OF D242019 a �Q EXISTING WALL 2 ROWS 1/4'X1 1/4" EMBED x z AND BEAM TAPCON AT 24"OC STAGGERED o (NET 12'OC) IN SINGLE P.T TOP o z w AND BOTTOM PLATE. TOE NAIL a STUDS WITH (4) 11 Z F o w o Q SINGLE RO TAPCONS AT P.T JAMB w w C:) 1 /4"xl 1/4" EMBED AT 24"OC E-+ Co Q NURE E: TAPCONS ARE OVERSIZED TOco Q w VISIBILITY Z w �:D Ix Aw w z w x x o Cn E+ E� F E+CD - E� 04 04 1 W E� FRAME WALL FILL—IN DETAIL o w 1/2" = 1'-0" C> z o o a C7 W O a 5/8" DRYWALL E-. co M 1/2" CDX PLYWOOD, 8d NAILS TO STUDS 4 EDGE, 6" FIELD, " DRYWALL, SCREWED FLUSH TO BEAM, OFFSET o PER CODE BOTTOM AND TOP PLATE TO m w ACCOMPLISH, APPLY TYVEK � WRAP AND PAPER BACKED U� CQ METAL AND STUCCO FINISH TO Z ca E" MATCH EXISTING � CQ to 2 INTERIOR W C W4 ..� t- C 2 ROWS 1/01 1/4" EMBED Z "� EXTERIOR TAPCON AT 24"OC STAGGERED w (NET 12'OC) IN SINGLE P.T TOP FURRING ON 2X6 STUDS a., 4 co a co a AND BOTTOM PLATE. TOE NAIL C AS NEEDED TO BE W o m FLUSH WITH BEAM STUDS WITH (4) 10dX3 00 w co�LOa OTE: TAPCONS ARE DRAWN i I C VERSIZED TO ASSURE VISIBILITY CONCRETE SLAB SEE FOUNDATION PLAN EXISTING GRADE REVIEWS CODE COMP _IA ST. LUCIE O NT BO C FRAME WALL FILL—IN SECTION NEW HEADER DETAIL NTS A 10/10/19 ISSUE 2 - Review Comments Letter dated 9/27/19 are clouded. INCLUDING Truss modifications. 7/17/19 ISSUE A - Review Comments Letter dated 7/3/19 are clouded. INCLUDING Truss modifications, 1/2" = 1'-0" RECEIVED �5 OCT 2 4 2019 ST. Lucie County, permitting 0o Q e GO Qy .4 0' G0� G�CO' O , O i QO���/ 40 op`�41 P� Ib SHEET � 4 0 9 NEW PRECAST LINTEL H:\2018 Prajects\017-2018 Sparks Res. Reno\5-6-7 Fram-Elev.dwg, 5 framing, 10/15/2019 12:26:58 PM, DWG To PDF.pc3 TYPICAL ANCHOR TYPICAL TYPICAL TRUSS UPLIFT < 1200 # SIMPSON HTSM20 EACH TRUSS W/(10)10d X 1 1/2" TO TRUSS (4)1/4" X 2 1/4" TAPCON WRAP STRAP OVER TOP OF TRUSS W/1 NAIL MIN. FAR SIDE PROVIDE SIMPSON HGAM10 AT EVERY OTHER TRUSS TO EXTERIOR WALL 1 \ CROSS UPLIFT 500# MAX MTS12 TRUSS TO PLATE U.KO. ■ ■ ■ ■ 'ON SEE SHEET ■ 1` O TRUSS BOT. CHORD— DOUBLE EXTERIOR W DOUBLE TOP PLATE v —SIMPSON H3 EA. END - HGA ®� BA IN 36"O.C. BACK N ANCHOR W SETA /L 1— --.:4 W3/4,1 — 1,-0„ (2) HTSM16 ONE EXISTING (2) COURSE "H" TYPICAL ANCHOR EACH SIDE OF WALL BLOCK BEAM ■ EXISTING CMU BEARING WALL ■ TRUSS TO FRAME WALL UPLIFT 600# MAX, STUD TO PLATE MTS12, PLATE TO STUD PER DETAIL ON SHEET 4 cV S-3" EXISTING LINTEL BLOCK HEADER MIA,I`wN0 RAFTER TO RIDGEI I Z TO EA. 2)I13 BELOW (2) H3 2 000119M 7-r BLOCK W/ 1 #d EA. TWO PLY MIN. OPEN FRAME GIRDER TO SUPPORT RIDGE BEAM, LL = 700# O DEAD LOAD = 5501, UPLIFT 1200# WATERPROOF AND TRIM WITH 1X CEDAR. (IT IS THE CONTRACTORS RESPONIBILITY TO PREVENT MOISTURE FROM GETTING TO THE TRUSSES AIVChOR UJKO.14) O V TRUSS UPLIFT 200#, \ MTS12 TRUSS TO PLATE BOX BEAM 2X6 WALL 2-2x6 MIN. w/ 1/2" PLYWOOD FLITCH HEADER BEAM (see information plan 4 2X4 BLOCK ® 24" O.C. OFFSET 6" TYPICAL unto. STING (2) COURSE "H" )CK BEAM 1 Ll L-1W u EXISTING (2) COURSE W BLOCK BEAM NEW 2X6 FRAME WALLS TYPICAL TRUSS UPLIFT < 1200 # SIMPSON HTSM20 EACH TRUSS W/(10)10d X 1 1/2" TO TRUSS (4)1/4" X 2 1/4" TAPCON WRAP 2'-0" STRAP OVER TOP OF TRUSS W/1 NAIL MIN. FAR SIDE PROVIDE SIMPSON HGAM10 AT EVERY OTHER TRUSS TO EXTERIOR WALL SEE ELEVAT/ON ■ S EET � PEEL & STICK UNDERLAYMENT MEMBRANE ROOFING, REFER TO PRODUCT AFFIDAVIT FORM STANDING SEEM METAL ROOFING W/STAINLESS FASTENERS VERIFY HGT. ON ELEVATION 12 & FRAMING PLAN 0171 TRUSS BEARING SEE ELEVATIONS FOR BEAM HGT. METAL FLASHING OVER P.T. 1x3 ON 2x8 FJ CEDAR FASCIA 2'-0" NEW STUCCO ON PAPER VERIFY BACKED METAL LATH SOFFITS ELEV. NO VENTING ONE #5 EACH COURSE VERIFY EXISTING CEMENT FINISH PER SPECS. MATCH AT REPAIR OR ADDITION AREAS EXISTING CMU WALL EXCEPT WHERE NOTED AS MASTER BATH AREA AND MODIFIED AREAS. EXISTING VERTICAL REBAR IN CONC. FILLED _ CELLS AS AS NOTED IN CHANGED AREAS CLEAN OUT a FINISHED FLOOR 0'-0" A F F Simpson HGAM10 AT 4'-0" MAX. OC TRUSS MANE TO PROVIDE 8" SOLID NAILING SURFACE OVER BEARING %1 AT VAULTED CEILING AREAS R-30 SPRAY FOAM INSULATION SIMPSON HTSM20 EACH TRUSS W/(10)10d X 1 �— 1/2" TO TRUSS (4)1/4" X 2 1/4" TAPCON WRAP STRAP OVER TOP OF TRUSS W/1 NAI MIN. FAR SIDE :r STANDARD TRUSS — SEE ELEVAT10 S SHIM AS NEEDED FOR LEVEL CLG. T/8"GYPSUM BOARD ON RUSSES EXISTING LINTEL BLOCK TIE BEAM CMU WALLS, FOOTING AND SLAB ARE EXISTING — 1/2" GYPSUM BOARD — 1 x2 P.T. FURRING PER SPECS. — R 4.1 FI/FOIL (ALL EXTERIOR WALLS) SLAB REINFORCEMENT PER SPECS. SEE PLAN FOR REPAIR OR ADDED AREAS CONCRETE SLAB EXISTING DR/ EXISTING CONCRETE NEW CO NEW FOOTING AT MASTER BATHRNER F G—SEE FOUNDATION PLAN WITH NEW FOOTING AT CORNERS r\\/i\\/i;r��/i\\/i\\/i /i\\//\\ \/i\\/i\\/i\\ \/\ IER PER SPECS. NEW CONCRETE FOOTING AT MASTER BATH ///// ADDITION/MODIFICATION SEE ON FOUNDATION PLAN \ COMPACTED FILL PER SPECS. EXISTING SINGLE STO1;Y TYPICAL WALL SECTION WITH NEW TRUSS CCNFIURATION & FOOTING SEE SHEET 6 FOR ADDED DETAILS 1/2" = 1'-0" _o• COFFER CEILING +1'- *Governing Code* *Fabricated Wood Truss Specifications* 4.) Handle during installation in accordance with Handling, Installing and The design of this structure and the construction thereof are fully under the jurisdiction of the 2017, 6th Edition 1.) All trusses shall be pre-engineered to withstand all required loading Bracing Wood Trusses (HIB-91), TPI, and ANSI/TPI 1-1995. Installation shall be consistent with good workmanship and proper building practices 2 -0" Residential and ExistingFlorida Building Codes. Including g g conditions. Trusses shall be designed In accordance with these specifications and where any applicable design feature is not specified and shall be the responsibility of the Truss Installer. It is the sole 1 X W replacing Electrical and Mechanical systems to 6th Edition, 2017 requirements. herein, design shall be in accordance with applicable provisions of latest responsibility of the truss installer to provide sufficient bracing and supports to prevent buckling, failure, toppling etc of trusses. edition of National Design Specifications for Wood Construction (NDS) in for t10 Ian 4 *Design OadS* 1 American Forest and Paper Association (AFCIA), and Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1), 5.) Web member permanent bracing shall be specified by the truss Roof Truss Plate Institute (TPI), and code of jurisdiction. manufacturer. TRUSS UPLIFT 1200 TRUSS # TO PLATE/HEADER (2)MTS12 At Live Load = f 20 s p - Dead Load = 25 sf p 2.) Manufacturer shall furnish design drawings bearing seal and licensed 6. The truss manufacturer u acturer shall specify all hangers an connections ) p fY g desshall required for all truss -to -truss connections. Su q Supporting trusses shall - Basic Wind Speed = 160 mph(ult) (124 asd)ASCE 7-10 registration number of an engineer in state of Florida. Drawings Properly designed to allow ro er nailing/bolting of han hangers to trusses. g proper s. 2017 FBC-R (3-second gust) shall be approved by the Engineer of Record prior to fabrication. p - Risk Category 2 - Dead Load Resisting Uplift 5 psf 3.) Truss design drawings shall include minimum information: span, 7.) Do not rigidly attach trusses to interior non-lo control bet partitions. Use Simpson STC roof truss clips for alignment control between trusses - Wind Exposure "C" depth, slope and spacing of trusses; required bearing width; design u and non-loadbearin walls. g ATTIC Internal Pressure Coefficient = +/-0.18 loads, as applicable for: top chord live load, top chord dead load, Enclosed Structure bottom chord live load, bottom chord dead load, concentrated loads and their points of application, and wind loads; adjustment to lumber and g, ) All hurricane straps, hold-downs and/or connectors shall be installed as per manufacturer specifications. _ SECT/ON SHE1% I' 4` *Design and Dimensions* plate design loads for condition of use; reactive forces, their points of 1.) This structural design is prepared based on an architectural layout provided to the Engineer. The Engineer is not occurrence and direction; ect on late e gage, size and Iota P type, 9 d tier of plate at each joint; lumber size, species and grade for each member; location 9.) Truss members shall be 2x4 minimum. Top and bottom chords shall be *2 SYP minimum, all other members to be SYP. 1 responsible for the architectural layout or features. of any required continuous lateral bracing; calculated deflection ratio and/or maximum deflection for live and total load; maximum axial 10.) Bracing of bottom chords where rigid ceiling is not directly attached 2.) The General Contractor and/or Subcontractor shall verify all compressive forces in truss members; location of joints; and connection shall be specified and specifically shown on truss enginerring drawings by NEW BEARING WA dimensions in the field with this construction drawing prior to requirements for: truss to truss; truss ply to ply; and field splices. truss engineer. SEE SECTION SHEET 4 construction. The Engineer shall be immediately notified of any discrepancies found. 2 ROWS 10d X 1/2" STAGGERED rlGSA ISW k"+ NO 40111* * i0 STATE OF 8 2019 w E a � la x z oz�w CO O W U P. W 04 �Qw0 ow E i/2 iz:I aZ CO aa �Q � in. W W Z W xxo� EE,E,� E-�p�E�+ in � W IxP4>_� I W E— CD ,.e., µy o W UL'_xr4 E z�00-1 O -7 Qxz�' ins W­4 O W W a E"rDrnCO O aco w to U � CQ to to� Ix 0 coo �0'.` �L7 az W� 1� N w g m CIDW CD W w QD a ..r 04 L v S IFT 250# TRUSS 3.) The General Contractor shall report any discrepancies, D FOR TO PLATE MTS12 errors or omissions to the Engineer for correction before PORCH WOOD DECK REVIEW t construction begins. Should the contractor choose to overlook 2X8 RAFTER CODE COMP�IQNCE or fail to report any discrepancies, errors or omissions to the 2X8 RAFTER Engineer, that contractor shall bear the expense incurred as a j , LUCIE Ci01.11i1T 7YPACAL result of such discrepancies, errors or omissions. S 4 un� ■ AACHOR BOCC E �5 I uKo. CEILING FINISH •�~v �.� # DOWEL 6" IN # DOWE SET 6" IN *Roof Construction Specifications* MATERIAL (TBD) XY T & BO XY TC P & BOT. SEE ROOF FRAMING 5/8" CEILING DRYWALL ,(V3 A' 1.) All roof plywood shall be 5/8 in. CDX APA rated plywood PLAN FOR 2-2X8 �� �/ O o with a 40/20 span rating bonded with exterior glue. Roof 2X4 NAILER f plywood is to be staggered With the face grain running RIDGE SUPPORT ���� G a�ostik �* perpendicular to the trusses or rafters. There shall be no 2X8 ® 6" OC STUDS (INTERIOR) Cy �, o i� �o continuous joints parallel to the trusses or rafters. " C8X 11.5 4 Q 1b 2.) All roof plywood sheathing shall be nailed with 8d ring 1/2" CDX W/8d ®8 OC, HOLE 0�� �o� 2 shank at 6 in. o.c. at all edges and In the field of the plywood IN FLANGE FOR 8d TO STUD ' ' o�� EXISTIN *CAST NTEL c OCK across all Intermediate supports and blocking except as ti W/ Id EA noted herein. Simpson PSCL 5/8 panel sheathing clips in the 2 ROWS 1/4" X 2 1/2" off\ LL�center of truss or rafter spacing are optional. Back out and � 5 remove all nails that do not fully penetrate roof framing. TAPCONS 010 OC \ 1 Gp4 /� ql 4p,+ Gv G�k� �P� 3.) Vent exhaust air from kitchen and bathrooms to outdoors EXISTING CMU �� with properly sealed vent pipes that run through the roof cavity EXTERIOR) Y • S'a�i or attic to roof ventilators. NEW PRECAST LINTEL W/ 1#5 USE HHETA 20 W/(10) 1OdX a G� 4� 1-1/2' 0 NEW TIE BEAM � R00F FPRAM&Ve r �� >1 �� �4� 1�ETA /L ,2 —Z �� s, 01 PLAN 1 /4" = 1'-0" o�' " = 1'-0" AREAS OF RAISED CEILINGS 3/4 I" ,FO Q,CJ C EXISTING PRECAST LINTELS �o SHEET NEW PRECAST LINTELS 10/101/19 ISSUE 2 - Review Comments Letter dated 9/27/19 are clouded. INCLUDING Truss modifications. 7/17/19 ISSUE 1 - Review Comments Letter dated 7/3/19 are clouded. INCLUDING Truss modifications. H:\2018 Projects\017-2018 Sparks Res. Reno\5-6-7 Fram -Elev.dwg, 6 Elev & section, 10/15/2019 12:41:48 PM, DWG To PDF.pc3 REINFORCING PER PLAN INTERIOR FACE OF WALL WATERPROOFING PER FMA/AAMA 100, 200 OR 250 FMA/WDMA 250 FLORIDA BUILDING CODE RESIDENTIAL R703.8 #1, R703.6.5 FOR WINDOW SEALING. AND USE 3M FLASHING PER MANUFACTURES SPECIFICAIONS L 1 X 2 MIN. W/ "T" EXTERIOR FACE OF WALL J NAILS 0 12" OC 1X BUCK DETAIL SCALE:1" = 1'-0" ATTACH WINDOW THROUGH BUCK DIRECT TO CMU PER WINDOW MANUFACTURER REINFORCING TERPROOFING PER FMA/AAMA 100, PER PLAN 200 OR 250 FMA/WDMA 250 FLORIDA BUILDING CODE RESIDENTIAL R703.8 INTERIOR #1, R703.6.5 FOR WINDOW FACE OF WALL W"'2 EALING.AND USE 3M FLASHING PER -RANUFACTURER SPECIFICATIONS. ROWS 1/4"X 1-1/2" BED TAPCONS 0 18" OC 1-1/2" MIN TO FACE OF CMU EXTERIOR MIN BUCK FACE OF WALL 2X BUCK DETAIL SCALE: I" = 1'-0" ( door or window) `GALV ANCHOR STRAP (SEE FRAMING PLAN FOR STRAPPING SCHEDULE) DBL 2X4 OP PLATE 2 = 2X4 STUDS 16" O.C. J J 0 z J d c� NEW FILL-IN 0 FINISH FLOE HEIGHT EXISTING X4 FIRESTOP NOT MORE THAN -0" EMBED APART VERTICALLY IN BEARING WALLS OVER 8' PROVIDE SP4 TO TOP AND BOTTOM PLATE 2X4 PT PLATE W/5/8" X 6" TI KWIKBOLT 024"OC (NOTE: NOT REQUIRED IF EXISTING I" "J" BOLT IS 24" OC CONFIRMED) SEE FOUNDATION PLAN FOR EXISTING FOOTING AREAS TYP. INTERIOR EXISTING BEARING PARTITION SCALE 1/2" = 1'-0" PEEL & STICK UNDERLAYMENT MEMBRANE ROOFING, REFER TO PRODUCT AFFIDAVIT FORM SIMPSON HGAM10 AT 4'-0" MAX. OC TRUSS MANF. TO PROVIDE 8" SOLID NAILING SURFACE OVER BEARING STANDING SEEM METAL ROOFING W/STAINLESS FASTENERS VERIFY HGT. ON ELEVATION & FRAMING PLAN TRUSS BEARING SEE ELEVATIONS FOR BEAM HGT. METAL FLASHING OVER P.T. 1x3 ON 2x8 FJ CEDAR FASCIA 2'-0" NEW STUCCO ON PAPER VERIFY BACKED METAL LATH SOFFITS ELEV. NO VENTING ONE #5 EACH COURSE VERIFY EXISTING CEMENT FINISH PER SPECS. MATCH AT REPAIR OR ADDITION AREAS EXISTING CMU WALL EXCEPT WHERE NOTED AS MASTER BATH AREA AND MODIFIED AREAS. EXISTING VERTICAL REBAR IN CONC. FILLED CELLS AS AS NOTED IN CHANGED AREAS CLEAN OUT HOLE FINISHED FLOOR 0'-0" A.F.F. R-30 SPRAY FOAM INSULATION 12 SIMPSON HTSM20 EACH TRUSS W/(10)10d X 1 1/2" TO TRUSS 6 (4)1/4" X 2 1/4" TAPCON WRAP STRAP OVER TOP OF TRUSS W/1 NAIL MIN. FAR SIDE STANDARD TRUSS - SEE ELEVATIONS 12 SHIM AS NEEDED g FOR LEVEL CLG. 5/8" GYPSUM BOARD ON TRUSSES NEW LINTEL BLOCK TIE BEAM CMU WALLS, FOOTING AND SLAB ARE EXISTING EXCEPT AT NOTED AREAS 1/2" GYPSUM BOARD 10'-0' SL.GL.DR. & 1x2 P.T. FURRING PER SPECS. BRG. ®GAR. 8'-0' DR HEAD HGT. R 4.1 FI/FOIL (ALL EXTERIOR WALLS) SLAB REINFORCEMENT PER SPECS. SEE PLAN FOR REPAIR OR ADDED AREAS CONCRETE SLAB EXISTING OP' ' 0'-0„ h FIN FL AREA OF MODIFICATION FEAUX SHUTTERS CLEAN EXISTING STUCCO AND MATCH NEW STUCCO AT REPAIR AREAS nk1f C)CTC CnnnAir NEW FOOTING AT MASTER BATH— CORNERS NEW CONCRETE FOOTING AT MASTER BATH ADDITION/MODIFICATION SEE ON -6 i FOUNDATION PLAN NEW SINGLE STORY TYPICAL I► ► 1 UZIIM"111111 111 ` PER SPECS. / TED FILL PER SPECS. 12 WALL SECTION - - 6� ON & FOOTING 1/2" =1'-0" 1 WINDOW BATH #4 CLEAN EXISTING STUCCO AND MATCH NEW STUCCO AT REPAIR AREAS 10'-0" Fri AREA OF 12 I LAIC nC CDnnIT DnDnLI W. METAL ROOF SEE PRODUCT No 401111 >A APPROVAL AFFIDAVITT S �? STATE OF radw ON tgm SUN Lai AREA OF MODIFICATION NEW METAL RAILING L F R O N T ELEVATION AREA OF ADDITION CLE-AN-EXISTING STUCCO AND MATCH NEW STUCCO AT REPAIR AREAS SCALE:1 /4" = 1'-0" METAL ROOF SEE PRODUCT APPROVAL AFFIDAVITT RIGHT SIDE ELEVATION SCALE:1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT`" O BOCC SEE FRAMING NOTE ON FRAMING PLAN FOR CONSTRUCTION INFORMATION AREA OF ADDITION MEMMOM ma CI\I►�IJ kklm E- a � q xz Z a q r� o c2i C) q W O O W E— az�rWi� �xco SMOOTH STUCCOZ W � = TRIM, SILLS AND q cn x HEADS W w W z x x O E� E� E , O 124 U U E-' O E- rn N W W E— O U O W = E­ ram. z o a i� Cn Z Qxz� E� Z O W W a E" cYD vD �..� co I� O aCID w r� U CAI 1-1 C%t0�FEs ,y 0 aD 2 FBI � � 10'-0" SL.GL.DR. 8� j M BRG. ® GAR. o vC 8'-0" DR. & WIN. *0 HEAD HGT. Z 04 a wg�m Ww`0�toa ra 0'-0" FIN. FL. LINE OF GARAGE AND AT LIVING/FOYER OOF BEHIND VAULTED CEILING BEHIND SL.GL.DR. & BRG. ® GAR. o I" DR. & WIN. HEAD HGT. BATH Kf HALL KrrC*AE IV DNWVQ MASTER SLN71c O A c 0'-0" FIN. FL. \I CROSS SECTION B SCALE:1/4" = 1'-0" 10/10/19 ISSUE A- Review Comments Letter dated 9/27/19 are clouded. INCLUDING Truss modifications. 7/17/19 ISSUE A - Review Comments Letter dated 7/3/19 are clouded. INCLUDING Truss modifications. 12 149 METAL ROOF H:\2018 Projects\017-2018 Sparks Res. Reno\5-6-7 Fram -Elev.dwg, 7 Elev & section, 9/10/2019 4:12:17 AM, \\Vefx-2900\GEI 2900 2X8 NAILER W/(3) #12 X 4" DECK SCREWS TOEA. """ ".1T11 (2) H3 2X6 TO NAILER R E A R SCALE:1 /4" = l'-0" LSSU26 — RAFTFR TO TRUSS 2X6 AT 2'-0" OC 10A ANCHOR RAFTER @ 24 LA ILwv I\VVI I LI YIVVD ON TOP OF RAFTERS THEN OVERFRAME W/2X6 E L E V A T I O N 10'-0" SLGL.DR. & BRG. @GAR. 8'-0" DR. & WIN. HEAD HGT. 0'-0" FIN. FL. TRUSS A11G DETA/L 3 -3 /2 1 „ 1 = -0 CONVENTIONAL (2) 2X8 PLATE W/SP8 TO STUDS, FRAME STUDS TO CMU W/LSTA18 OVER —BUILD i�40 / VAULTED CEILING 6:12 PITCH FINISH MAT'L TBD % CONVENTIONAL FRAME BEYOND VAULTED CEILING 6:12 PITCH FINISH MAT'L TBD A PORTION OF THIS WALL 1 2X6 OVERFRAMING. CENTER ENTAY/3I77 Ki 0 12 01 SUPPOTING THE IS RAKED PER 2-2X KffCh16V/DA*VQ LIVNVCi 7--ill 12 0" SL.GL.DR. & BRG. (1 GAR. 8'-0" DR. & WIN. HEAD HGT. ° ° 11 FIN. FL. SCALE:1/4" = l'-O" FAFAR PAM CROSS - SECTION A SCALE:1/4" = l'-0" METAL ROOF NO 40111 STATE: OF L 2019 REVIF.0117n FOR Copp Co ivs "..,IANC ST. LUCIE, COUN BOCC ���/ a W E-H w xz U -- o z 6 C/) o w U co a� �qwo O W az� x QM wwzW x x O E- F H _ E- O - E-+ I W E- ua O W U x W r E" z o a 0 W O z O W Wa, E" e') u) U ►-i o r••i w �' CQ +J CQ C w N rn LO CQ MC Zaz wo m CO W w U2 to v 3rA Nare 7/19ISSUE #1 =Review Comments Letterdated 7/3/19 cicudfd. INCLUDING Truax madificatimu. CD C\2 I H:\2018 Projects\017-2018 Sparks Res. Reno\8 Electrical.dwg, 8 Electrical, 9/10/2019 4:11:07 AM, \\Vefx-2900\GEI 2900 LOAD SUMMARY GENERAL LOAD WATTS AMPS WIRE TOTAL WATTS GENERAL LIGHTING AND RECEPTACLES 3,817 TOTAL S.F. 3 PER SQ. FT. 15 12 11,451 APPLIANCE CKT. (5) 1,500 PER APPL. 20 12 7,500 REFRIGERATOR 1,600 PER UNIT 20 12 1,600 COOK TOP 6,000 PER UNIT 30 10 6,000 DOUBLE OVEN 12,000 PER UNIT 50 8 12,000 DISHWASHER 1,200 PER UNIT 20 12 1,200 DISPOSAL 500 PER UNIT 20 12 500 TRASH COMPACTOR(OPT'L) 1,400 PER UNIT 20 12 1,400 DRYER 5,000 PER UNIT 30 10 5,000 WASHER 1,600 PER UNIT 20 12 1,600 WHIRLPOOL 2,800 PER UNIT 20 12 2,800 WATER HEATER 4,500 PER UNIT 30 10 4,500 SPRINKLER PUMP 1,500 PER UNIT 20 12 1,500 POOL PUMP (future) 1,500 PER UNIT 20 12 1,500 POOL HEATER (future) 3,000 PER UNIT 30 10 3,000 SUB -TOTAL 61,751 1st 10,000 WATTS ® 100 % 10,000 REMAINDER WATTS ® 40 % 20,701 AIR CONDITIONER ® 10,000 WATTS PER UNIT 2 x 10,000 ® 65% 13,000 TOTAL WATTS 43,701 TOTAL WATTS + 240 V. = 182 AMPS [041A -] 7_1 q 0 �►I�en H.L. O HEADER LIGHT IN WALL ABOVE CLOSET DOOR W/ SWITCH ON DOOR. LED ® RE. LED RECESSED DED rt11 DEDICATED COMPUTER - -- LIGHT FIXTURE OUTLET V.P-0 RECESSED INCANDESCENT @ 220 V. RECEPTACLE VAPOR PROOF LIGHT FIXTURE aP.® RECESSED INCANDESCENT 110 V. RECEPTACLE MOISTURE PROOF LIGHT FIXTURE RECEPTACLE ED. HIGH INTENSITY DOWN LIGHT TOP HALF SWITCHED P�DLl1E LED PENDANT LIGHT �� FLOOR RECEPTACLE & TELEPHONE JACK S A.L INCANDESCENT LIGHT FIXTURE LOCATED IN ATTIC WITH SWITCH ♦ TELEPHONE JACK E.F.L. COMBINATION EXHAUST FAN & 0 JUNCTION BOX INCANDESCENT LIGHT FIXTURE Er. CEILING MOUNTED EXHAUST FAN ' ' - Gm GROUND FAULT INTERRUPTER WALL MOUNTED WP WEATHER PROOF INCANDESCENT LIGHT FIXTURE S LIGHT SWITCH FLOOD LIGHTS S3 THREE-WAY SWITCH SMOKE & GAS DETECTOR Sa FOUR-WAY SWITCH n n n n STRIP LIGHTS SD DIMMER SWITCH 1' x a' 1 X FLOUR. LIGHT FIXTURE cry CABLE TELEVISION JACK WITH 2 TUBES LED WALL SCONCE r1_-3 DISCONNECT S.A.P. SECURITY ALARM PAD GD.o. E GARAGE DOOR OPENER D.B. - DOOR BELL C.F. CEILING FAN D.C.= DOOR CHIME ® ELECTRICAL PANEL C.F.L CEILING FAN WITH LIGHT R. SQ. FLOUR. FIXTURE �j ELECTRICAL METER 16' W/ ROUND BULB UNDER CABINET LT. AUTOMATIC LIGHTING CONTROL I.R.S. CABLE 200 AMP BREAKER PANEL A/C /I DISCONNECT 200 AMP MAIN DISCONNECT 3-29THW.C.U. IN 11 - CONDUIT METER - 115 230 V. 60 CYC. SING PHASE SERVICE BY F.P.& L 14TO.C.W POUND ALL EXISTING ELECTRICAL TO BE REVIEWED AND REPLACED AS NECCESSARY AND WILL COMPLY WITH 6th EDITION FLORIDA BUILDING M.E.P. CODES SPECIFICALLY SECTION R404.1 OF THE 2017 FLORIDA ENERGY BUILDING CODE. 1.) Electrical work, material and equipment shall conform to the National Electrical Code (Level 3 Alteration) (NFPA70) and to state and local electrical code requirements in effect at the time of construction. 2.) Electrical work shall be performed by a licensed electrical contractor. 3.) Run conduit for future pool equipment. Verify with G.C. for location. 7/17/19 ISSUE THE DESIGN AND CONSTRUCTION SHALL ALSO COMPLY WITH: are clouded, IN 2014 NEC AND NrPA - Review Comments Letter dated 7/3/19 DING Truss modifications. REVIEWF=D FOR CODE COMPOLIANC ST. LUCIE COUN T BOCC 1 01 H:\2018 Projects\017-2018 Sparks Res. Reno\9 HVAC.dwg, 9 HVAC, 9/10/2019 4:07:46 AM, \\Vefx-2900\GEI 2900 Standards for Deisgn 4 MatchProperties for all ductwork t 18 x 18 490 cfm MatchProperties for all HVAC notes 14" MatchProperties for all floor plans Room Name Thermostat (t Thermostat (Zone 1) 50 cfm ® Exhaust fan (toilet only) ® Exhaust fan (toilet w/ shower) 100 cfm I Dampers CU-1 or CU-2 Motorized Outside Air Damper wired with fan relay Damper opens on fan activation 124 CFM Total Outside Air 6" Outside Air Duct A VOLUME AREA INFORMATION AHU-1 Volume = 27,136.30 CF AHU-2 Volume = 7,085.50 CF As stated within energy calculations. REVIEWED FOR CODI" C;OMPLIANC ST. LUCIE COU YN BOCC ov �� 'VO9`� ALL EXISTING MECHANICAL TO BE REPLACED AND NEW MECHANICAL WILL COMPLY WITH 6th EDITION FLORIDA BUILDING M.E.P. CODES SPECIFICALLY R503.1.2 SEE ENERGY LOAD CALCULATIONS FOR FURTHER COMPLIANCE INFORMATION 7/17/19 ISSUE - Review Comments Letter dated 7/3/19 are clouded. INCLUDING Truss modifications, a