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REVISION 11-28-18
OFFICE USE ONLY: p SCMKF-u DATE FILED: _ I - Z,R i p ovo: PERMIT# (� V ! G Y REVISIONFEE: : y>qsoO 500 RECEIPT #Le PLANNING & DEVELOPMENT SERVICES RECEIVED BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 NOV 2 8 2018 (772)462.1553 ST. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: Ct�A-.jbE OF 5cui ll at' 6trRA-6t /4-yO4- -Ta--�ry CONTRACTOR INFORMATION: STATE of FL REG./CERT BUSINESS NAME: QUALIFIERS NAME: _ ADDRESS: ST. LUCIE CO CERT. #: CITY: STATE: PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: �tfFYi.tY A�R1�12, CITY: h� 5 e-�J t-1 STATE: �— PHONE (DAYTIME: 5-2-0 - lv -35 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: —)o kk- y 6 ADDRESS: l\?_o 2.A'f) 6 CITY: a • {..tt"Lc F" PHONE (DAYTIME): 1 0- wo ZIP: STATE: tj �- ZIP: I/ FAX: E SLCCC: 9123109 Revised06130117 COPY REVISION q) J 30' 0 " 3' 0 " 5' 0 It1 3' a It 41011 51411 31411 ' a" I r I f ' F-1- 0 4 I - - -_ 50 =- " / 1 _ =o• = 4" 3000 ppsi concrete (j_3 • slab w/ 1 1/2# of Flbermesh I . _ = reinforcement / C.Y. - 6 „ on compacted clean 1/2" closed cell Tor OH -door omm exp. joint I 1 p` o 0 0 0 • I __-------- - - - - - - - - - - - - - - - - - - - - - - CM-1 -------------- -0 191 El L- - 2x4 subfmscla add #5x45" _ q=matchlnterfor. = - t =;. 0 24" o/c ;- fiinfsh floor 20 "rat -runs" _ _ = _ = _ r along bottom cord El of trusses w/ (2) 1 - : - 16d ring -shank halls to each truss 0 -s--- ---- - -- - - - - - -- - - - -- - - - - - - - - 4' 0"olc between - - - - _ 21 6 1t -?-------"= nomfna[ 14 5W x 15 5/8" z 7 5/8" -1 - _ _ _ 'A5TM-C-90 concrete blocks fn.halP- _ rumnfng bond. = sit. cellsw/. (#5) �- 01011 dowels to 1=-3, fill-w/-3000 ex s ng toncrcte gratft=hor(zbntat re(r finish floor - forcelYleht(2}#3 robarin each ; course --ado #3 Former bars 0 - �- - r - r �- - Existing dri slo_pE .1 El 12" #4 rcbar drilled Into existing , foundation 0 ---------1 : W 2' O "olc -;---=---'11516" wfde curb (]level-wlwest- - a - - -edge-of blab : _ El _1 t 1•I�•II1 J I - - - - - - - - - - - - - top 6f curb- double 2x4 �---- 0 _ _ - - --- =--=-=---=- - - -- --- - ----- --- ----- L _-- - _ ---------- --- - - -- :--- FI r-111 - -_ - _ - _ - .. - - - . ... - -.. - -- - - - rnI:I -- --- ------ I I I 1 1 t-7 I I 1 II i _ . 1--" re - so for H-door i - *5 .FLT expmm6lon - _ =joint -all along" . - - - _ - _ - _ - _ - _ - - - I - - - - I - Ir - _ _ 10 II = 1 • + : : _ 1', Varico Top of wall 1/2" closed cell foam exp.jt 4" - 3000 psl concrete slab w/ 1 1/2# of Flbermesh reinforce- ment / C.Y. on, compacted clean sand fill �— exfstfng concrete wall & footing O (2) #5's drilled 6" (nto to exfstfng Como. footing 0 2' 0" o/c & secured w/ IZAKA epoxy i 9 1 f i 1 4101, G-5 pre engineered \2x4 outlookere 01' 4" o/c w/ wood trusses G-2 a 24' c/o G-6 000. rat run--------------------- ------------------------------ 2x4 "rat -runs" w 4' o/c w/ (2)16d to each truss �IM n XYFEX overlay on CMU lot[ (sec below for Spec.) 1111 i "J-drafn dimple mat t0 1Z11 CMU p polypropylene w/ .11 11. - bonded filter fabric II-11 1 41 dowels upper II': wall &-0 4' 0" o/.c X wall o - !I ,I -- 41. 11 it II: nomfmal 115/6" x 15 5/6" x 7 5/5" 1„1' ASTM C-90 concrete blocks In half- 411 ^' running bond - all cells w/ (#5) " 1: dowels to F-3, fill w/ 3000 psi #5 dowels 0 5" o/.c - : a; ;;: concrete grout - horizontal reln- NOTE offset to south " forcement(2) #3 rcbar fn each 1 1 course - add #3 corner bars 0 3000 psi grout fill to 4' 0" I each course above existing ffnfsh floor _ 11- ,`I OI Ott o- It "n• -.-11.11• 4" 3000 psi concrete slab w/ 1 1/2# of Ffbermesh rein forcemeat / C.Y. on treated, Match house FIFE r. compacted clean sand flit " II 1, ; 216111 11 41 O 11 71 A 11 V 141 0 1' T 1Zetainino� Waf it 11' add #5 all along )I ,I: tic to dowels ,I = - 11. F3 = % HE L 'N L. Q Q S t u s m lnn3n13 oa N°a40 o13 Var(cs +' — L r +' LS41-L Q see framing Plan E o s 3 , 3" 0alvalume drip edge i s C > s 1x2 AZEK drip trim t±tq(2x4 Ns +' >,�, 13 }7SU�Ltx6 fir fascia - s H o0`� sub -fascia as >, 3 9 N L L foam backer rod w/ N N i L 0 13 m m exterior sealant a" L UQ It i PVC "j bead" ° o 'ILL N a I 3000 psl rake beam - 1 a•-Qj Q - }1 M s a o. i mfn 12" ht. w/ (2) #5's a+' a- qua u >I r i 2 i t Aux {S-1 Q Q u sand finish stucco on CMU wall (�I Olt topv1211 CMU nominalF x 5" x 16" ASTM C-90 concrete _ blocks n half -running bond w/ 9 gage galy. Pur-O-Wall "ladder'' horizontal relnforce- ment In each second course of masonry using pre-fab, welded corner pieces flush ffnfsh fnterfor CMU jofnts PVC weep -screed 5" above ' finish grade all along XYFEX overlay on CMU (see below for Spec.) "J-draln dimple mat - polypropylene w/ bonded fflter fabrfc _ um -compacted drainage stone sat on & wrapped w/ sand filter fabrfc sloped - perforated FVC pipe w/ geotextfle "sock" wrapped around By MMSCANNED Sl u ebow ST. LUCIE COUN BUILDING DIVIS REVIEW FOR COM IA E REVIEWEDBY DATE 111',0I PLANS AND PE MIT MUST BE KEPT OVOIDS OR NO INSPECTION WILL BE MADE THESE PLANS AND ALL PROPOSED WOEIIt ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICADLE CODES. Garage -South Walt .O _ y\Q+uo - "3 1t1 _ 11 �rl — (1r _ 11 fit, .i AS TENFRSORAITACHMR 7 _ G 3 �p� f J .{— -_ _ - _ -_ . -_ . -_ _ -_ . - . _ . -_ _ -_ . -_ -_ . - 1Zeta i n i f1 Wall 1 � �i OU uri VG THE ,RFSRONSIBILITYOFTHE NOTE -Foundation width may be O.J "ONTPACTOROFRECORD reduced to 2 6 where retafnfne - - wall height fe 2' 0" above grade XYf EX overlay \_ 4" -3000 psl concrete slab w/11/2# or less - Xypex Concentrate spray applfed on extcr(or of filled of Flbermesh reinforcement / C.Y. 12 It concrete block at the rate of - two full coats req,uf red. on compacted clean sand fill - Overcoat wfth 1/16" coating of Xypcx "McgaMfx-1" `, ---• _ - - - - . _ - . --.- ,,<'� DIMPLE MAT 4' height x L "J-Drain 400" dimple mat -polypropylene w/bonded fflter fabrfc appl;(ued w/ fabric towards _ o These products avaflable from Coastal Construction s Garage 4" - 3000 psi concrete slab w/ 1 1/2# of Flbermesh reinforcement / C.Y. f rOdu0t5 - 7S3rJ CCntraf InduaStrlal �fV'd. 5l b over 10 m(I polyethylene vapor barrfer on treated, compacted clean sand fill West palm Beach, FL 33404 = F-1 15" thick x 20" wfde monolithfc slab w/ (2) #5 continuous & (2) 46 dim. #5 corner bars -� FBC 2017 - Ed't" n 6 A5C E 7-10 i�' k C t 2 F-2 511 thfck x F thickened edge of slab w/ (1) #4 continuous & 45 dfa. #4 corner bars I I O , , I s a ego ry 170 mpp�h, Exposure "Cf1 , Garagc - Enclosed F-3 la" thick x 20" wfde monolithic slab w/ (4) #5 continuous & (4) 45 dfa. #5 corner bars Mean t'101ght - 121 , NFf A-70 / NEC 2014 F-4 12" thick x 42" wide 3000 psf foundation w/ (4) #5 continuous & #5 cross bars 016" 0/c 5u p p l e m e f1 t 81 6h e e l I s s u e d c 1 1/ 27 / 18 Ve r i 1 y U I I d i m e n s i o n s on —s 1 f E U� S o U A � s z S_ .4 o i � L S_411Z to y[ p VJ Q rz IL U_. u = u u u d `a I oe A. o � � .^ L lL i � U s S_ � � � U u o � t6�N c� S i v S s T.c0 \ W .% C SITE Norwscue 1-56111- T,fSGRIpTION,' THAT PART OF SECTION 4, TOWNSHIP 37 SOUTH, RANGE 41 EAST, LYING SOUTHERLY OF SPRING HILL, A SUBDIVISION AS PER PLAT THEREOF ON FILE IN PLAT BOOK 10, PAGE 10, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF BLOCK 2 OF SAID SPRING HILL, RUN SOUTHERLYALONG AN EXTENSION OF THE WESTERLY LINE OF SAID BLOCK 2, A DISTANCE OF 196.37 FEET FOR A POINT OF BEGINNING; FROM SAID POINT OF BEGINNING, TURN AT AN ANGLE OF 900 AND RUN WESTERLY, 589.05 FEET TO THE EASTERN RIGHT-OF-WAY OF THE FLORIDA EAST COAST RAILWAY, THENCE TURN AT AN ANGLE 92015' AND RUN SOUTHERLY ALONG THE EASTERN RIGHT-OF-WAY OF THE FEC RAILWAY, 140.11 FEET, THENCE TURN AT AN ANGLE OF 87045, AND RUN EASTERLY 592.76' TO THE EXTENDED WESTERLY LINE OF SAID BLOCK 2; THENCE TURN AT AN ANGLE OF 900 AND RUN NORTHERLYALONG SAID EXTENDED LINE 140 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM AN EASEMENT FOR SPECIFIC PURPOSE "FORBOA RD TIE IN" SURVEY 107 511-11feVIIA, 4111VIf JfN5ff Pf11Gtl, L 3495-7 PUBLIC ROAD ACROSS THE EAST 60 FEET OF THE ABOVE / DESCRIBED PROPERTY. / < FLOOD ZONE: X COMMUNITY NUMBER: 120285 PANEL: 0311 SUFFIX. J µme. \ �o P \ C 7 Y. <P P?y N2�o 7�A v(P �J. Q mox \� T r �A 50111 R00 1RB 1 kti A A00 PREPARED FOR JIfIl-Tet"p,1-S-1-fe G 1 a Apt , �2 n° $°xQ o T 'AT O 000 `e V JJ x nOld 01"" �v5g 4p% etonl lS �3 / • o �1t CORNER AN E DATA Jo (B) 90°00' 0" (C) 88°38'55" CALC) 87°45. ( EED) (D)91°31'05" CALC) 92°15" ( EED) 1. LEGAL DESCRIPTION PROVIDED BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED ffV1510A15,, 1. UPDATE SURVEY ... 10-05-2017 2. ADDED FORMBOARD .... 11-16-2018 No�� ���^ of Go��t ��G`o�o Qp�C�J �� w o PPG OF:v�,p'�;op P 1Rj0'� x 0 1112 p0 Uj .� 5 R0 # 463 <<�G °tins" \p g��� moo. ry \ 115 \ 00 \ O ryry. X \ 6000 PIPE �01 Iµo 10 sJ` � 112R 00 \RLv Arpefv114rrONDf5GK1115�rIOIV,' A/C AIR CONDITIONER I.D. IDENTIFICATION LB LICENSED BUSINESS N.A.V.D. NORTH AMERICAN VERTICAL DATUM PSM PROFESSIONAL SURVEYOR MAPPER R1W RIGHT OF WAY X TOPOGRAPHIC ELEVATION "10 ee '' Kenneth J. Osbome PSM #6415 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL QF A FLORIDA LICENSED SURVEYOR AND MAPP40 'Project Sheet C-15027 Date 07-26-2017 Scale 1 OF 1 1"=25' 29 p 12.525' GRAPHIC SCALE (In Feet) 1 inch = 25 ft. -E 01A S. P000Wt,� P�E161 000, 0 0' ORB 0,1F(5//l/frlONOfiVG#i M>�K ST. LUCIE COUNTY BENCHMARK "M 236" N.A.V.D. 1988 ELEVATION =17.40 ORIGINAL FIELD WORK COMPLETED BY: TARGET SURVEYING, LLC DATED: 02/06/2017 SURVEY #280546 COMPASS SURVEYING W W W.C©MPASSSURVEYING.NET 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE: 561.640.4800 FAX: 561.640,0576 LB #7463 NOV 2 6 'J018 ST. Lucie County, Permlttln9 b� SITE LOCAT/ONMAP NOTTOSCALE SPECIFIC PURPOSE J�NS�N TIE IN" SURVEY PREPARED FOR i 2 THAT PART OF SECTION 4, TOWNSHIP 37 SOUTH, RANGE 41 EAST, LYING SOUTHERLY OF SPRING HILL, A SUBDIVISION AS PER PLAT / THEREOF ON FILE IN PLAT BOOK 10, PAGE 10, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF BLOCK 2 OF SAID SPRING HILL, RUN SOUTHERLYALONG AN EXTENSION OF THE WESTERLY LINE OF SAID BLOCK2, A DISTANCE OF 196.37 oo� FEET FOR A POINT OF BEGINNING; FROM SAID POINT OF BEGINNING, TURN AT AN ANGLE OF 900 AND RUN WESTERLY, G 589.05 FEET TO THE EASTERN RIGHT-OF-WAY OF THE FLORIDA EAST COAST RAILWAY, THENCE TURN AT ANANGLE 92015'AND RUN SOUTHERLYALONG THE EASTERN RIGHT-OF-WAY OF THE / FEC RAILWAY, 140.11 FEET; THENCE TURN AT AN ANGLE OF 87.45, AND RUN EASTERLY 592.76' TO THE EXTENDED WESTERLY LINE OF SAID BLOCK 2, THENCE TURN AT AN ANGLE OF 900 AND RUN NORTHERLYALONG SAID EXTENDED LINE 140 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM AN EASEMENT FOR PUBLIC ROAD ACROSS THE EAST 60 FEET OF THE ABOVE DESCRIBED PROPERTY. FLOOD ZONE. X COMMUNITY NUMBER: 120285 PANEL: 0311 SUFFIX. J Vbl / y / / q 4.0' O / LO o �{ �N CORI 4ER ANGLE DATA (C) 88 °38955" (CALC) / 87045' (DEED) (D)11°31'05" (CALC) / 92°15" (DEED) x , / 1. LEGAL DESCRIPTION PROVIDED BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFF 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED /ffVl5/OlVS' 1. UPDATE SURVEY ... 10-05-2017 2. ADDED FORMBOARD .... 11-16-2018 �0 01,19- GO���� POD 0 4,1-, OF6��0 P A'1�149efV// r/0A/ SG �lpTION,' A/C 1. D. LB N.A.V.D. PSM R/W Kenneth J. Osborne PSM #6415 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL )FA FLORIDA LICENSED SURVEYOR AND MAPPED \ 6000 \ 2° ti \ FoONpPPe E� 112R00 1 11-0, AIR CONDITIONER IDENTIFICATION LICENSED BUSINESS NORTH AMERICAN VERTICAL DATUM PROFESSIONAL SURVEYOR MAPPER RIGHT OF WAY TOPOGRAPHIC ELEVATION ' Project C-15027 Date 07-26-2017 Scale „ _ 251 Sheet 1A rno,, 00 26 0 12.5' 26 GRAPHIC SCALE (In Feet) i inch = 25ft. boo 5 FON0oN! 6OF E161g MON�op29 ORB� O>'r611VA7-10Nrfi IGMAelK ST. LUCIE COUNTY BENCHMARK "M 236" N.A.V.D. 1988 ELEVATION =17.40 ORIGINAL FIELD WORK COMPLETED BY: TARGET SURVEYING, LLC DATED: 02/06/2017 SURVEY #280546 C111V1PASS o SURVEYING WW W.COMPASSSURVEYING.NET 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE: 561.640.4800 FAX: 561.640, 0576 LB #7463 J I II � II I II I II I Ii I II L___.___,_____ Z_____._____________.--______._____tit -- , r --, I�4—! oli Porch addition N WALL STUDS Non -bearing partitions shall be either #2 & l7etter mom- inal 2x4 Ham -fir studs 41) 16" o/c w,/ 2x4 FT wo el plate or 25 oneel 5/8" x 3 5/8" aluminized noel etude 5. track CD 16"o/c. rRE-ENGINEERED WOOD TKU55E5 Pre-engineered wood trusses shall be designed and certified by a Florida licensed structural engineer per FOC 2017, Editlon 6 requirements for 170 mph, Exposure "D' w(nd-zone. Installation shall be per Manufacturer's re tufrem nts and signed and impression sealed wood truss shop drawings. Lffting, placement, temporary and final bracing meal Internal connections shall per shop draw(ngs. ROOF SHEATHING 1) 5/a" CDX plywood nailed per 5chedute on D swings. 2) Nominal tx6 T & G pfne,#tor better. 3 Nominal 2x6 T & GT fir #2 or better, structural grade. 4 Garage - 5/b" "5olarFly"by as rriAmufal by Dixie Plywood MISC. METALS Supply miscellaneous motels ale required to con fete structure and other components. MISC. HAP-DWARE Exterior wood trim shall be secured w/ Type 316 stainless steel malls, All connectors, malls, bolts, screws, washers shall be 0-90 hot alp eaivonlzod ROOFING - 26 gage Galvalume 5-V roofing panels by Metal Sal s Mf'g, per Florida approval for Klek Category II , 163 mph, Exp, "C" req, NOTE - Kfdge or off -ridge ventilation 15 NOT requfred for this exlstime structure. CAULKING Exterior sealant shall be 51KA-1 Sfngle part poi urethane. EXTERIOR STUCCO All fasteners shall be stainless steel, Spacing ale req'd for 17 mph wind zone listed above. Install W/min, fastener spacing & per Details on here Drawings. Stucco on C55 shall consist of :5 coats. Coats 1 & 2 shall be 1 part Port- land Cement to 2 1/2 parts clean white sand. The contr for shalt keep the stucco moist 2 days following application. Not lose tl an 2 days after the first coat Is applied the finish coat of eimllar comment shi It be with light eand textured finish coat, Inetallatfon per FBCR R-703.6.1 DNnimum thickness 3/4". STUCCO ACCESSORIES rlaetic Components (boo) 327-7077 plastfcomponento.com - #F549-5b nomfnal 2" calf-Screeding 1-piece soffit vent -15 act, Inches open area / LF w/ fnciuded alfgnment clips - J-beill corner refnforcomont, etc, shall be rVC - Expansion joints in calling "fiat -work" - #2155&X PVC - Cooing to wall expanolon joints shall ba #511-7a (Waldo cornor CERAMIC TILE rer Ft3CR 1II ceramic Silo 0 walls & sh war shop be Installed over 1/2" "Du -Rock" type cement be, ker board. 1/QIt :: 11 0it ' ' - 2690 5F at 3 w/5F = a07O VA 2" aIV. cond. w/ ?3) 3/0 Cu 2" PVC cone. w/ (3) 3/0 Cu 5m.Appliancc (1.'5 KIV ca) = 6000 lot 8 KW at 100 8000 & #4 Cu gnd. N. #4 Cu Ore. 5p�> I7ishwsher 1500 Balance at 40 /" 14-a2a in Garage attic Panel A Water Heater 5000 no demand load (largest) 10000 � xotf mo) Kange 12000 200 A Meter 2ooA 1 ph socket Dryer Laundry (Washer) 5000 32,828 watts/240 V == 136.7S amps 1500 /i) fused 42 cir dire, panel NEMA-3R A/C AHU (motor load) 1500 Service 5fze = 200 amps Irre pump 2500 underground Intermatic lC92240 OM5 whole Pool pump " 3500 Fla & L elec. service houese 5urge protection device Irr (5PD) NEMA 3R enclosure spares 2500 , ®- V eer�rw+^..�nwwu us+i.mwx..+.,uu,.e®w�..mrm..onm..u, °°L-------, 'L--• ; . ; � Itmtess�alds+Irdlrl�fls�rtleaPninal Subtotal 4-5,070 VA #3 Cu solid ��IIround - in 3/4" �, �., bufldtng -- �; „ steel "���rrlel Note 1: All conductors shall be copper, min, #12 Komex per NEC requirements. Soh ao PVC con - bond to re -bar in water pipe Note 2: Alf circuits shall have continuous copper ground w(rls same size as foundation and to both other conductors in circuit. copper cold water pipe &ground Note 4: All electrical outlets not GFI r otccted shall be arc -fault AFI rotccteci. p ' ( ) p {road ��U4ia I`�.[�'®�� N�'5 ExietiI�IC,i Pw,c11fm4 Umft E'lectrIC L.r, a,'� C>c"alcu[at%IOnS NEC 2014 -Article 220,83 (A) Graphfc 51 01 5' 10, 15, 20` 25' BATH SHOWER ENCLOSURE Fromelcse shower enclosure per F5C 2017 reclufrornomte utllfzfng clear, tempored class. Shower ehall meet all requirements for "Typo 2" Safety Glass, polfehed edges, brushed chrome fIrish hardware. PLUM5IN0 NOTES Contractor shall connect sanitary outfall to permftted en -site sanftary disposal system. Materials 1. Sanitary Warta - PVC 2. 5olow grade Supply - soft copper 3. Above grade supply - Yuponor "PEX" flexible w/ molded, plastic, heat -Sot. connections. Insulate all hot water distribution times per F5C Plumbing rlumbfng Systom shall meet all requirements of the F5C "Mech- anical Codd', and local requirements. rrovfde all Pormito and Inspections ale requfred. No HVAC work Is fric[uded as a part of the Construction shown on there Flans. ELECTRICAL NOTES Provide all necessary permits, All material shall be UL approved & labeled. Ground system in accordance wl Article 250 NEC, Ref - NEC 210.12(A) - "All branch circults in kitchene, family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, 51j1hrooms, recreation rooms, laundry areas closets, hallways or similar rooms shall be protected by a listed arc -fault circuit Interrupter, combinAlon-type, Installed in a readily accessible location to provide protection of the branch circuit" Ref - NEC 210.12(1- branch circuit extensions or modiffcatlone .... In any of the areas specified in 210,12(A), where branch circuit wtrfng 15 modified, replaced or extended, the branch circuit shall be AFCI protected, Ref - NEC 406.111210.52 - "Tampper resistant receptacles are required in Awl units in all areas per 210,52 in 125 v, 20 amp receptacles,' Electrical Installation and equipment shall be in accordance w/ the requirements of the 2014 Edition of the NEC, (NFPA #70) as amended, and all local and state codes 1n force at the time of constructor. Contractor shall make final arrangements for electrical and telephone service. Verify transformer location and service points for 4111tie5 prior to bids. Panelboards and loadcenter5 shall be Square D, ITE or approved equal. Provide a typewritten directory for each panelboard. Outlet boxes shall UL label PVC for gang 6171e required. Sectional boxes will not be acceptable, Provide oversize boxes I If required to provide NEC wire clearance. Covers & device types as regfred & selectd by Owner, Outlets shall be mounted at 16" AFF, Switches at 3' 0" N, U U W' L s. �',i $ U 13 Us t IIIS S }' s: +3 V,+1 ST nf v L NI U .0 Ci lal4330n(J } L N L U t o@ n v 13 N: U�Up+1 U L Wi p U S. rl-- _1Z C, S L L N, 'N fl' p III L U U U Us: � 9L ��i • a Q s o aUa 4 T . �➢ U IL £ U ,U uQ�£ v � m IyO NE 5 Qy (3Y Its I� z t] IS) r I 13 C; 10,8i min 30,0' (proposed Garage addition) 40.6 (survey dimension Sellr o j c c of self adhered base & cap sheet - extend minimum of 2,4" under —� metal roofing ILII E. _.............. ............. ... .............................. ........... ........ ................... ............................ ........... .............................................................................. ......... ................... ..................._...... +) s, n U L nv-1' 4r-o C. P b i;UyIn 2SI gage "5 Y-crimp" nS' l$7S' Galvalume roof frie 4� v a w/ self -adhered U `r' +r n v `r 4�u � underla meet `v= s - - y 0 I —r 75 ' ' v o O _�- -------- - - - - - �`------------------- ------------•-------- I �I self -adhered base ' & cap- sheet - extend minimum of 24" under metal roofing 65,8' per Survey Drawings shall not be scaled - written dimensions Shall govern. Temporary sanitary facility shalt be malntafned on site during construction. Contractor shall review drawings and on site conditions prior to permfttime and start of constructfon. Addltionally, contractor shall verify [ocatfon df electric, telephone, water, gas & sanitary all service, prior to start of contructfon. If the contractor belfevcs he has afecoverod errors and/or ommissfons in the Cometructfon Documents, he shall notify the Architect in writing for clarification before proceedfng with any work, If the contractor falls to efve such notice & obtafh wrftten clarification, he she[[ be responsible for such omleSlon(s) and for the cost of rectifying Same. Contractor shot[ furnish or provfde equipment, operations, labor & materials, necessary to perform and complete the Project. Work shall be done in accordance with applicable local, state &federal building and raftey nodes and with manufacturer's publlshed Instructions. Contractor shall provfde owner with a full year warrantee on the entirety of the completed improvements and additlone notwfthetandime warranteee fssued upon Indlvfduai components by manufacturers or Sub- contractors. The 1 year perfect bogfns at dote of acceptance ley Jurisdiction. Soil. - Clear the building area of trees, roots organics and ether Ael�cterlous materfals. - 15*ckffll with solectod granular materfal In 15" maxfmum lifts and compact to a mtnfrnum density of 95% per A5TM D-1557. Areas that are re -excavated for foundatron fnatmi[atfon shall be hosted and satisfy is min. a5% Modfffed Proctor donsfty. Allowable gross soft preesurc for foundation design Is 1500 psi . CONCRETE Concrete shall be ready rrdxed per ASTM C-24. Concrete chat[ develop a minimum strength of 3000 psi at 28 days. REINFORCING Reinforcing steel shall be deformed, rrew billet ateel in accordance w/ ASTM A-rd15,. Grade 40 anal detailed par AC( 315, Splices shall be shall be In accordance w/ Chapter 7 of ACI-315, w/ a min, splfc° of 45 bar diameters. CONCRETE MA54NRY Concrete block units shall conform w/ ASTM C-00. Placement of units shall be Straight, level and plumb and true to a tolerance of 1/a" fm 101. Provide DUK-O-WALL standard weleht all ga[vanlzed #e gage 'gadder" reinforcing at each second course of masonry, Lay concrete blocks in running bond w/ successive courses [appeal 1/'2 of A unit. Vertical Masonry Refnforcement Fit[ cells where shown on Drawings w/ #5 vert; and #5 dowel to footing for exterior walls. WOOD Wood used In the Project shall bo straight and true to m toloranceof 1/16" per foot of run, #2 and better, hand eolected. Provide blocking and deadwood as required for Code compliance, fire blockfng or waft hung equipment Woad in direct contact with concrete shaft be pressure treated per current AWPA requirements. 10 Mae I, fi '[am 5hecot Index C-1 Govrr 51Hect, Notes 15ftc Locatlan -5 l5elvedere 5eetlon, Connector schedule R-1 Addltfon Plan R-6 Closet Coriversion to 13ath K-2 Duildfng Elevatlons, Cross 5ectiome G-1 Garage Foundation & Framing Plans K-3 Porch & Dcck Framing Plan G-2 Garagc Wall 5cctfons & Details K-4 Porch & Dcck 5cctfons COMM 00W11DIa1]AVMQ4'1'WM Structural Design by: John M. Foster - Architect - Florida Building (12017, 6th Editiori Florida Registration # AF,0008511 -170 mph - Exposure "0" - 3 -second burst Project Address 107 Sheridan Lane 5t. Lucie County, Florida F13C Tablc 503 Data - Allowable Heights & Areas D aeic Load Faetore Occupancy - 51[nglc Fancily k:esidence (par FBG 2017 section 1603.1.4) Type of Construction - 15 - Unprotected, unsprinkled Wind Speed (3 second gust) -170 mph Exposure "D" l5ulldlme Doslemod as - main structure & garage - enclosed Area of Structure Front porch & 6elvedere - open Condltloned Space 2690 5F rer F15C Table 1604.5 project 6uilelings are "R:lsl: Category III' Residerntial Front P0r1h 170 SF Pressure Coefficient = 1,16 Components Components & Ciadding not specifically on Cover Sheet below to be + or - 75 psi. IRear Covered Patio 506 5F Live Loads per Table 1607.1 Garage 1223 5F - Interior floor live load = 40 poll - Unlnhabltable attics w/ storage = 20 psf Total Area 4589 SF - Roof Live Load mininimum = 20 psf Overhang =20' Roof P(tch3d12&0,,125112Mol buildiitioheeg=12' - iEPMmDD,G OLMEIVLiIE&7L�TDD { 1Il — 00PICIPG IRMl & rLAOLilDEI S Product Manufacturer Model # FL#/NOA Impact Method of Attachment - r o ",re rrool Horz. Rolifng window F'GT HR-710 alum. NOA-242.3 Yea 1/a" x k 1/2" Aggre-Gstor 300 faatemars at 12" a.c. .50.5 (-) l + 1;-) 75 Lap sldfrie James Hardie HardfePlank FL 13192.2 N/A FM x 2 1/2" Type 316 55 rime -shank nails 0 5"o/c 44S (-) 0z Entry door &frame �.» 5chla0e _ 5teelCraft C-15, raised panel FL 4613.1 Yes 1/4" x 4 1/2" Tapcom fast amelre at a" o.c. 467 (-) 6i7 + 1;-) 67 Roofing 5-V _ Extreme Metals _ d � � 5 V ire m , 26 a e, Galvalume 7 9 9 FL 17022,1 _ Y_e_s 1Sx 11%2'�`ype "taf"i"°°s °toot"""? askgt d ro�o1• so, raw-1111' o/,� & 8 _o"le (_)1na C_y p /(:}2� _ _ Soffit N.A, 1/2" 5CXX plywood N/A N/A 8d Type 316 55 malls 06" o/c along all framing members 271 (-) 120 OH Door DA6Poor Co. Hurricane Master#824 NOA16-0301.07 Yes 54"x6"�Eie0. lagscrews�6ao/ctobu�2x6 40.5I->45`9 55(-)64 Undorlaymont poi Gras USA APP Base - low slope FL. 5259•1 N/A Peckfast Hex 2716", 9" o/c in telp, I rows 9" c/o 87 + - 90 Low -elope roofing FolyGlaes USA il'olyk(ool 5A FL 1654.1 N/A self adTne (-) &7 + (») eta "I have reviewed the above components & cladding & have approved their.66c16 ' ' �( These products provide adequate resistance to the wind loads & foroes specified by current cads pr %• ,p; ,• 'gyp ye, ' �j , Jahn M. Foster - Architect. - Flarfda License #5511 r';'1 ` (� � '; u TOPOGRAPHICAL AND BOUNDARY SURVEY IOCSh T/l0AA/I-AAlf J NS�IV 49l4Cfl LOGA11UNMAN NormscAu LfO/fL DfSGk2111`i/0N,' THAT PART OF SECTION 4, TOWNSHIP 37 SOUTH, RANGE 41 EAST, LYING SOUTHERLY OF SPRING HILL, A SUBDIVISION AS PER PLAT THEREOF ON FILE IN PLAT BOOK 10, PAGE 10, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF BLOCK 2 OF SAID SPRING HILL, RUN SOUTHERLYALONG AN EXTENSION OF THE WESTERLY LINE OF SAID BLOCK2, A DISTANCE OF 196.37 FEET FOR A POINT OF BEGINNING; FROM SAID POINT OF BEGINNING, TURN AT AN ANGLE OF 900 AND RUN WESTERLY, 589.05 FEET TO THE EASTERN RIGHT-OF-WAY OF THE FLORIDA EAST COAST RAILWAY, THENCE TURN AT AN ANGLE 92015'AND RUN SOUTHERLYALONG THE EASTERN RIGHT-OF-WAY OF THE FEC RAILWAY, 140.11 FEET, THENCE TURN AT AN ANGLE OF 87045, AND RUN EASTERLY 592.76' TO THE EXTENDED WESTERLY LINE OF SAID BLOCK 2, THENCE TURN AT AN ANGLE OF 900 AND RUN NORTHERLY ALONG SAID EXTENDED LINE 140 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM AN EASEMENT FOR PUBLIC ROAD ACROSS THE EAST 60 FEET OF THE ABOVE DESCRIBED PROPERTY. FLOOD ZONE: X / COMMUNITY NUMBER: 120285 / PANEL: 0311 / SUFFIX: J i rye. / / 00 / set 11 R0o / 0 NOr,f5' 1p x / 000 / / 0 x / 1. LEGAL DESCRIPTION PROVIDED BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFF 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED JER ANGLE DATA (A) 90"00'00" (B) 90"00'00" 88°38'55" (CALC) 87°45' (DEED) 91031'05" (CALC) 92015" (DEED) aT SIDES CN•.i SIDE" TLC oQ PREPARED FOR Jfl I �- Tefy0', N/LLfe QD�G�NG 0� \ 60 1 117 p00�0p1PE l�� 1R0 F�g'f 10 Ej 1 R00 IR0�1�3 1V OknIlArION 10f5 GR211`,"7TION,' A/C AIR CONDITIONER I.D. IDENTIFICATION LB LICENSED BUSINESS N.A.V.D. NORTH AMERICAN VERTICAL DATUM PSM PROFESSIONAL SURVEYOR MAPPER R/W RIGHT OF WAY X TOPOGRAPHIC ELEVATION Kenneth J. Osborne PSM 0415 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED DF A FLORIDA LICENSED SURVEYOR AND MI 'Project Sheet C-15027 Date 07-26-2017 Scale 1 OF 1 1"=25' 0) • S 25' p 12.5' 25' GRAPHIC SCALE (In Feet) 1 inch = 25 ft. GOOGR S� f00R� NEP� 0OOOZh2 0RBZ R1y1 Oe/O//V/iTION O fNOf li7Wi ST. LUCIE COUNTY BENCHMARK "M 236" N.A.V.D, 1988 ELEVATION =17.40 ORIGINAL FIELD WORK COMPLETED BY: TARGET SURVEYING, LLC DATED: 02/06/2017 SURVEY #280546 REVISION: 1. REVISED BOUNDARY WITH REVISED LEGAL 2. UPDATE SURVEY ... 10-05-2017 ASS RVEYING WWW.COMPASSSURVEYING.NET 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE: 561.640.4800 FAX: 561.640.0576 LB #7463 0 �W O 6 .A Legal Pcocri ptiom 0 41' existing pool (approx. location 0 0 0 � �0� North Property Line 523.05' 33' to FL Covered p rch overlay low -slope Existing 1- story modification roof over existing CL35 Koofdehce, of existin structure Pergola 11.5' 40' - exist. ----J- - - ---1------,-- --, Covcrcd M; Porch o; <, j addition i 1 I I � , 5' 1 (existing) existing S- grave( drive }i 2- N , 11.5 r^ I 7' I I `♦ I � \ � p \ � p \ � p \ � We of Oaraec tedge T o a o e a e � - - �� Drainficld 5-f , e � v Cone ete -------'------- 40' add'tn. width apron _a Garc door ��� ��� 532.76' 221,6' to west PL to FL Scale 1" = 20' extend gravel drive 267' 2.9" to east f L ait e Data existing asphalt pavement --------------------------------- � - I 1 , 1 1 - 1 10' 5[dC I 22.75 - - 1 --- _ _ B - I _ 1 - - I i a CY^l r_ I 1 �l 1 - 4'-O 1 I Q] I Jw- 1 `IL I LU \I setback - «"q�«--- ------- -- - - -- ---'- a South Property Line 60 Less 60' 1,W "public Koad , (f rom Survey) I 0' 25' 50' 75' 100, 125' Site data from "Topographic &Y 5oumdary Survey - Spot Topography" by Compass Surveyimg - Project # C-15027 dated 7-26-17 House & Garage fimloh floor elevatiom = 34-.0' CL of 5heridam Lame C CL Lot = 22.05' (NAVD) 06/25/18 J M F I Rev. per 5LC Comments 02/20/lalJMFI Issued for Permit IZevfew Dwte By jPcocription �CVf5f0n5 Differemce im elevatiom = 11.35 (> 1.5' rea[uired differemce) Site Brea Coverage Exiotimg & proposed comstructiom 4,481 5F Overall olte a2A00 5F Percemtage of coverage 5p4 (maximum allowable 20%) r ' o t9�- 772)y Dill 'm■IIILI Fr:Eils ��.�illl . � , ' a�iow�lum!unmliu!II!nil!!!onnmm�nmm�nnunun!ulm!ouou!!I!I ------------------------ 6eneraf kevisiom - add topographic Wormatioh, L update boundary data June 25th, 2018 51tc Man of Additions for Jeff & Amlver VNIcr 107 5herfeian Lane, 5t. Lucfc County, i=forfda S1W PI 11'4" 6'5" 1712" 31211 --r existing paver EL'L°oi - br(ckpatio existfng 6x6 PT columns f r ob 0 5 e d G a r a e f1, d d i t i o eaves of roof about � t°� u i rA - - — - — — g I edge of concrete paver brick patio N. I d -5 P. 1 I , ---' -------------- -- on structural alum. screen frames 2' 811 61 0 1' 4101, 4101' S' 4 " 3 4 I` 2' 8 " 2x4 AZEK sleepers —� 2" chamfer 0 1" insfdo corner trim inside co(me i t 1 I I I I I Covered Fat lo I I I i I I I 522 5t= 3069'alum. scree¢ door ; I f I I I 1 U, 1 I I 1 I I 11 I I I I I I I I 1 - I------- 1 I I I 1 I I ------------------- ----- -- - - -- 1 1 -- - - - -- 4040 HP, Impact ; ` C M 1 ; -- O I I I I I 11101ISIS I I I I I I I I I I 11121O ID ❑ I IN W70 OH GFI GFl L_ 3 ; IINN i I I A 1 I INN, remove existing roo 6-2 overhang flush with , 7 C155wall B thro rzon ersi❑ ; I f Flo el- ee D ails 1 p GFI _2 an S e e t`. 6 I I♦ ` I 1 I I I I ` `♦ I I 1 I I I `♦ I `` ; , , 1 El I - Cj 5 door i \rvFI OFF / ; I N J 4 4frame fill ; Wr \, n \X, as rd to outll of taper d GFI vl �lll\\, tq fit doeaui frame , ' lns at(on & w ; N ope roof( g above ---------� low volt gc �v•, i U .� wiring II V V I a ' pull dow � �' 1 1 ; `. ,• I ,. 1 stair or C 5 e5 e e ----- ----- ----- ---- ----- ----- ------------ ----- ------ IN NX ----- ------ ---GFI \ --GFI ;`` GFfIN IN, I , ♦ I I-------------------------i f------------------------- ` `, / 1 ` 1 I I 1 1 � ` / , ♦ , I I relocate 1 I electric I -_-,.. _-'}--_c , I `♦ I [] -+---- - - -- --_ , III`, - - I ----�- - ---- ---------------- typical c sung ndow , door , all around ail & oof o uctur o rc fn I 1 i I I I`\ 6 I GFI i 10080 OH i i 10060 OH I � ` I -- ------ --------------------------- ---------------------- -- L'� - ^-------------------------------------------------------- ------ L -------- ------ I W 10,101, 101 011 40' 1011 Nm 301 O 11 10, 01, EN El disconnect Wr GFCI protected waterproof GFI duplex outlet GF1 quad outlets at 4a" AFF 1 ` ceiling mount 120 v duplex --'GFI (for OH door opener) switch at 46" AFF 3 3-way switch at 4a" AFF MC Ifor Momentary contact switch OH door openers rc Photocell control OH door opener motor N� LED wall sconce as selected by Owner O 1211 x 4a" LED surface mount I � - {/ I 1 N Pr axa - columns I � � I I ' I ______1- -- - edge of roof above 17' O " z O 1 �OG�1f1G�t10�1 ����1 proposed deck & roof modfffcatfom work Ifght �— O 5' 10, 15' 2 O' 2 5' Electrical Symbol Lcocmd Verify all dimensions on —site L °os-o4- 10 ° m3CL OUtlA� N }\ fa0 43� � u r 43 +� U 0 i U �d os L°s 1A S 43 43 43 Z a 13 >3+i 4 L u rV13 u a�L°QN () O S LL N L ten° L m i� 0430-p13 L>1 r 000QsLS Fa+\000-�Q u u flL E u = m. 0 L. i% �u � N ao U� LU In S m 6 U:N3�¢ z t2 � L S_ rL u- Q 0 _ u �< m M m DL Sm� `^L 43v� �4 EE L O IL U T � I- L o 421 U N v o � L O � y � i v s i � � n O �O 5cale-1/4"=1' O" 0 Garaec KCVf 5f O M 1/15/18 ...................................................................................................................................................................................................................... 2 x6 7 & pine 4x6 rafters W m to east face of coluns decking 2'6" o/c V" VVIIIVMVVV. wl RAKA ep o clean sand ffll xy ....................................................................................................................................................................................................................................................................... I ...............1.............. . _f db'1/2x6 top plate 1 2x4 blocking X-3 2 x 6& e. x 4 vertical a each rafter bloekfhe V each truss 4x8 rfdg 24" wide -1/2" CDX plywood each - side of cut -back trusses - lamfnate , w! 6d ring shank naffs 0 4" o!c -------- -------------------------------` & Tftebond-II wood glue ------- exfstfng roof trusses 5 V roofing panels 2x6 T & G pine ' -- ---------- - --- .'"-' ' ' ' decking self -adhered ' - ' - I'T 2x6 plate w/ 1/4" x f underlaymen i 41/4" Tapcon's 0 24" o/c � ' 3" Galvahme ' remove exfstfng roof drip edge - - framing beyond CBS `-_ tx2"SZEK° , X-2 X-2 wall -------------------------- ----------....( drip trm 4 x12 V11 beam .� i 2x4 Fir fascia 1 3101, 41 8 " 18' 0" ' ' ' 5-V rooffng panels #10 x 21/2" 55 5X' x 2 3/4" ffr deck ' ; self -adhered i deck screws &-0 rim w! #10 x 2" 55 i 1" chamfer I underlayment , 10" olc deck screws 010" o/c � � 3" Galvalfine 2x6 T & G � 5/8" x 12" 55 all -thread i drip edge decking , _ i „ Eave pet.ai 2 - I bolts set Into CBS, wall w/ S57 "SET"epoxy exfstfng 14 "AZEK" I drip trm 5/4 x 2 3/4" blocking i , V Q , , �-_-_ ---- -- -- ----' ------- --- --- , ���., rT 5/4 x);rT decking on CBS wall beyond i 5/4xrorTfascia --------'----- 1 rafter beyond --------------------- ---- ,- ' - ;; - --�. 4 `t --'� P7 4xt2 `� nominal x4 AZEK sleepers 2 0 2' 0" o/c - fasten w/ bugle- ' #10 x 21/2" SS , i deck screws 0 E Leta L step l head 1/4" x 4" 55 TAI'CON ' 10" 0/X-1 a v e i ; 1 ' ' concrete screws 12 o/c ------------------------------------ -f - 2" Oaly. flange w/ (4) #10 x 2 21/2" i existfng cone. slab 7apcon buble head screws i FT 2x6 deck C_2 2" 40M. ealy. steel pipe supports X_1 joists &o _ exfstfng conc. slab dq f G" o/c, stseecred placement , X-� 2 0 o/c X-4 I 1 c 2" Only. flange w/ (4)_ 1/4" x 2 3/4" ---- 1 / Tapcon hex -head concrete screws pT 412 step re ' '�' , existing �, I i - O 2x blodk - �' ,w ; i �` r` i I i"-`• I grade '. , ' � 1 _i L•J' •- 1 1 / / / ,al'�,h�dib�sl �aN F,n / /\/ /\/ / / /\/ / / '.l Step Support it, _' I I \ \ \ ` \ \ \ .-J;' :- ;' \ \ \ e�•g \ \ \ \ g -1 0 „/,//,/r •�•._�. •„/„ ���,,,,, ,,,,/,,. ---------------------------- --------- Ef \\//\// \ \ i -2 50alc -1/211 =1' 0" 11 U 11 11 u .X-6...... ................... ......... .......................... each rafter double 5/4" x 6" "1 e" collar ties w/ 3 1/2" Type 316' rstainless steel carriage bolts 0 each end -X-2 each side Of conn. Insfde column face to be flush w/ stucco wall finish 4x8 ridge beam X-5 (2) a each rafter end x6 7 & G decking 12 4x6 rafters 0 2' 6" o/c ' X-2. each side of conn. x X-6 a eachrafter _ _ tiia'tCh exxist' drip elegvation —4x12 beam 21411 ill chamfer 0 C-1 FT 2x6 deck Joists 0 VC)" o/c 5/4" x 6" PT decking rT 4x4 C-1 X-4 0 ea. Joist tub column /}1 01 0" - - ---------`-- X-exist. fin. floor X-1 1 _4 14" x 14" - 3000 pal concrete plors tl w/(4) #5 vert. & (2) #3 hoops u-- NI \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ K-2 u ---------------- I I , � construct new porch roof I See Sheet 0-2 for Garage South Elevation C-1 C-2 , , construct new wood deck trT 4x12 step _ ------------------ construct "Delved re" roof over exfstlnO pereo a :I i i i , \ \ \ \ add roof & belvedere framfng to exfstfng structure existine i'T 2x6 rafters w/ SST H2.5 hurricane clipsto remain existfng double PT 2xiO beams to remain , I I ' Orey ffberglass screeninO In non- structural aluminum screen frames CM-1 existing FT 6x6 columns to remain 7 5/8" x IV-3000 psi concrete column poured agafnet existing �- structure �T I , I , I I , 1 , , I , I 3000 pi i concrete column poured against Watihe structure , I , 1 40.9 (-) 45.9 "'--- proposed Garage wdditfon - see Sheet G-1 for detafls L +' L �snau°E {� afa BU U U aa3Q:)L 4- 43 ° ID o•++ n 'NL S yU, L i? U UU�=} U 3•`< �s T45 S.ns n•A OX s U %+1s�43 i U ate U j >3+; oN s- o ID n41 L SL%43 S. 0©N L iaO,n0� P �) 13 9 - 0'N EL 0 T L i ID 430 0- —Galvalume 5-V rooffng panels `construct belvedere on existfng framing _ DORAL composite sfd(ng Will roof to belvedere cave V _Orey ffber lass screening in non- U W N structural aluminum frames _ I � o exfstfng PT 6x6 columns to remain S v� Z !'' r exfstfng concrete paver brick patio " a /floor to remain 1 m orth Elevation Pt�a O � n u Scale -1/4" =1' 0" >I- " r ' 1 S � � aEENa ��� ►uui - A/C come, on /conc. stab 65.3 f I 49.1(-)64.2. � � West E(evatioh proposed Garage adelftfon 40.9 (-) 45.9 Scale -1/4" =1' 011 :cxlsGalvAumc 5-V rooffng tltl g faeofa & Save trim to remain existfng C155 wall & all windows to remain S'- O _G ILL +� U T A LLo N u O � �6 L y � i V N S_ 4— � t\ O L --- ---- -- --------------------------- E a 6t E [ eyat i o h Sheet CD construct new porch & deck Scale - 1/4" = 1' 0" Garage Io KCV16ion VeriFy All Dimensions on—sitof 6 e 1/22/18 .................................................................................................................................................................................................................................................................................................. ... ..............: .......................................................................... M.' Sanitary Vcmt Petal( VT? from esnftary riser Type 316 55 clamp pre -molded Neoprene 'boot" flashfne 55 screws at 2" 0.0 around perimeter double stripe exfsting wood of "rope" caulk structure to remain -meta[ rooffne panels locate VTK at centerline between panel corru- NG T & 0 pfne eatione roof deck over exfsting 2x6 rafters NT5 Determfne location of VTK AFTEK installation of roof panels ___________ 1 1 1 I I `\ I / 2" VTik I I ` I � 1 --- --------------------------- closet conversion to Bathroom below r / , , , / / / , , / / , / / , 5/8" COX p[y- wood on 2 sleepers X-11 __� G sleeper parallel to roof slope 11' 4 " &Q i�i�■■i■�i�l�i� Will � 11�111111■��■ ■■■■1�1�1I■ �Ilii�iii iWiuli■1■�1�1�■ �I�■■I�1�1�■ 1 IMIM MAIN Ir ■IMI n �iii■Il�l�l�i� m■ liI ICI I�I�I■�II(�iu 111111■111��111111■�1111111.11111111�■ �■I�I�I�Irl�i�l■��Ir �■I�I�I�I�I�I�I■wl�ll l■M1 �■ =1� �I�I�I�1��1 ■1�1�1�1�1�1�1■�I �■�Irl�l�l�l��l■�INiiln 17'2" t 1 ,1 II'J /r�`/r r „rAli �� /� /t,�< /r„ r/r�It tP IVA/ � /,6" (2) #10 x 3" 55 bugle - head deck screws PT 4x4 stub -column PT 2x6 joists (ground contact rated 24" Otte PT 5/4 x 6 deckfng 5/8" HPOthru-bolts db'I. PT 2x6 deck beam X-9 •' (2) 0 each post T F-1 N Deck Support NT5-- N //, / , /l ri 2x to match -i7 rT ,-f_r('I" it��C' u(-f/ Y-I-- roof slope X-11 0 sleeper parallel to roof slope overlay 2x's CD 2' 0' a/c _ atlon of 2x6 pergola rafters , N ' ' X-/ LM 3' O" o/c staggered taper ends of 2x sleepers to match existing roof slope outline of tapered Ins C2 ulatlon & low -lope roofing E____________________________________________________ _______________ J _____________________________________________________________ _ __ 1Z-3 Exiotime oimele story CL35 Kcoii cmoc I , ` I I - -^ . I / 1 built-up 2x6 I I gable wall, --- I ' I I I , ----- /----------------- - ------ 1/2" A-307A galvanfzed ' cv tie rods -see Details � on Sheet K-5 g I 1 ' I iz-2 Z 0 T 4x8 rfdge beam - out top tomatch roof pitch 4x6 rafters 0 2' 6" o/c z v2" X area -3 no / install on TOP of nal[ /y 2x6 roof sheathihi ng I L� u uAv°- n existing GB5 wall below 5 m u u ID 40 m3CL OULAq "U511 N p 0 p � w/ (2) 55T 5/8" x 8" X -7 s L � P o ca. end - this rafter only i T D ]�( US �,) 43 43 o 5 7/16" m P s 1iN match elevation -� of existing drip -edge I I I I X-6 w/ 55T "151`1/2" bearing plate P each rafter (4) 0 each rafter I i I I Kli ec Collnectiofl below (3)1/2" Type 316 stainless I I steel carriage bolts & washers i 4 x12 PT beam I I 5/41` x roll 111pe" collar ties L-J edge of deck above C o [ a r Tie ------------------------ - porch Koof Ioh5 Asting concrete patio slab to remain PT 2x6 blocking between joists 0 �T+(uN L L IgLU1S0S IL � L �;V L In +� UDO.•_�S UU1P�uU �t tLsx+,o o� 1-i6t�uoU�'� Ow S 4 � u z U � W o � 1^ 4� i b Q � u W T E O u0 �w E —� `C-2 __ _____________ PT 2x6 Back joists@12'D"o/c O 2 3/8" x roll 55 X- X-10 double at north & south deck en a0 bolts thru --- - -- X-1O ---- ---- tYP- - ---- -- 2x6's into 8x8 C -1 X-1 .ra4--------------- ------------- al_---__=_ X-1 below below A 2" dia. gale. pipe supports C PT 4 x 12 step F-1 0 3' 0" olc, staggered - see Sheet R-2 for Pctafl mtryFramime peck F a� v v o � O � UQL+' U N .z o O :3 2' 0" wide x V 2" thick x 20' 0" long - 3000 psi concrete footfng w/ (3) #4 con- i I e " s ; �_1 tfnuous - add (5) #4 crossbars 6D 6" olc each end under C-1's c Il i s o c PT 5/4" x 6" PT deckfng on nominal 2x4 AZEK sleepers 0 2' 0" o/c fasten to 012" - concrete w/ bugle -head 1/4" x 4" 55 TAPCON concrete screws o/c; - -- faatcn deck(ng w/ #10 x 3" 55 bugle -head deck screws, (2) to each sleeper `— 71/21, d ( 11 011 11 7 1/2 , 11 11 5T "SET" ®4' O" ! � � u s 3 O (2) PT 2x6 s w! 1/2 x 10 55 all -thread bolts set f5n epoxy o c r-_C Q ©PT 4x4 "stub columns" bolted to both deck jofsts & to double 2x6 support beam, "i Bottom fastened tc F-1 w/ (2) 55T retrofit post base - ME' (6) 551/4" x 2 1/2" 1� Tapcon concrete screws. O O C -1 PT 8x8 5YP co[umn w/ 14" x 14" - 3000 psi concrete piers w/(4) #5 vert. & (2) I j #3 hoops - dowel to ft g. 110 r o & v c c r c o o F r Si M ! 9 C -2 PT 6x8 5YP column w/ 51811 x 12" 55 all -thread bolts set into Ci55 wall w/ 55T "5ET" epoxy -12" Otto vertical spacing. Abbrevfatfons - 55T - 5fmpson Strong-TfcCorporatfon Sheet - 55 - Type 316 5tafnless Steel Garage o 4 O' S' 10` 1 20' 25` Scale - 1 /4" = 1' ®" - HDG - ASTM G-90 hot dip galvanized lzevi5fon Q� \/er i Fy All Dimensions on —site double row of gasketed rnnffna nrrlwr all ArnlInd F —4- 5-V rocf(he Koof Trarloitioh Petal"( NT5 Polyglass cap sheet Polyglass TU-2+ self adhe underlayment (entire roof Polyglass tapered foam fr exfsting roof sheathfng to remain suatfon MIA ....................... .- ... I ........... ...... edge of roof below ........................................................ -............................ .................................... ............ ........... ...................................... ............. ............ ......... ........................... ....... ....................... ........ .............. cxfstfng PT OH 2x 6x6 column Dennis Ihite palnted #12 x 3" frame screws w 12" o/c T grey fiberglass x 3" white T p#10 T ,screen s W' ? T head screwolhted :xtend rid a cap be and edge g p Y g 1; f white palnted 12" o/c along * 2" x 2" alum. frames )f roof - trace template & trim Ave e FIT Column screen from, snd w/tfn snips to shape shown d Oe a 6„4„ nominal 2x 4 "AZEK" expanded poly- Y propylene sleeper w/#12 x 8" alum. screws betweeh pavers .............................................................. -................................................... existing PT ........:: 6x6 column .050" x 2" white z i ° - ID painted back(ng o e plate w/#12x i O°a0 2" 55 pan -head a screws a 12" 0/0 - 43 o ' white palnted 00 m °, IDo 43 1"x2"alum. �—L=e 0 screen frame o o a— L EL�,s3 o s existing concrete i o 0 s, paver patio m 43 a %43L15 oth 0 41 ID @ G�0°'mr0Und Uas �raco Nl�ee Cep NT5 -/ 2oof Fa5te1er5 ��s>)- sLsx+ 0 0� At Gable E h cd e ?,-4) Fa6tespacing Along eaves. ridges &hips -see spacing diagram above extend cap sheet mill. 24" under 5-V roofing panels 5-V crimp Galvalume panels - double row of easketed roofing screwsGe;ya;as5 all around ,?;>;Y, ca, sheer �" �' VIP T perimeter Polyglass TU-2+ self adhered C underlayment (entire roof)' Polyglass tapered foam (nsuatfon ------- 5/5" COX plywood 2x solid spacer sheathfng 2x sleepers a NORM 4" o1c \ — -------- - ----------- 1/2" vents 0 exfsting roof structure to remain existing OH 12" o/c & fascia 5/8" G X 1x6 T & G 5, pfne 5hcathfng Plywooll Sheath ng ' , VA A / , A. �— exfsting walls, slab & foundation to r,mafh ' -1 / 1 I 1 ' I 1�oof Tramoi11 Jofi Exterior Mofll 111 =11 Ott '�_q 111 = 1' Olt Wfthln 4' of caves, ridges & hips - 8"o.c. along minor & major ribs Otherwise -12" ox. along minor & major rfbs NOTE - Koof screws shall be #12 x 13X' Galvalume ridge cap Type 304 stainless steel w/ washer & nerprene washer V crimp Galvalume roofing panels trim cxlsting 2x6 rafters to match new roof slope 2x6 T & G deckfng 3" ealvalume dp ge exfsting PT 2x6 rafters dououblelc 2x8 roof rafters exfsting double (2)1/2" HDO thru-bolts 2x10 beam extclor sealant w/ foam backer rod 130KAL composite install f(nfsh roofing up to Polyglass tapered "drop -lap" siding undersfd, of 2x10 beam foam Insuatfon 1x6 s. pfne vertical ix6 s. roof deck p(ne roof dock -- 1 1/2" PT pfne Painted, non-structural alumfhum screening components ovaflble from —4- Madden Mf'g,11). (600) 248-1520, (573) 365-7040 - CHhandrafl.com _ u exfsting PT 2x6 rafters 1x6 S. pine se', roof deck /sh existing 2x6 /' cant strip ' rafters exfsting 5/4" x 2 3/4" , I PT trim w/#8d existing 2x6 1 I le 2x10 ^ i 55 finish nails rafters beam (2) each top cxlsting & bottom IA double 2x10 / beam existing 6x6 column white 1" x 2" aluminum screen frame w/ .032" x 2" white ppa(nted back(he plate - fasten to bottom of wood beam w/ #12 x 3" hex -head stainiess steel wood acrowa a 12" o/c / / / / / / / existing PT OX6 column white 2" x 2" alumfnum screen frame grey fiberglass screen / white 1" x 2" alumfnum screen frame O AZEK expanded potyethylene a� 2x4 sleeper w/ 3/16"x G" hex - head stainless steel screws between paver blocks 0 24" o/ I I existing brick pavers & foundation to remain I ,I exfsting concrete 1 1 I LC'_ _ _I I encasement I 1 I I i rT CAI IR ex O 43 1 O o u- � U O U � S_ L T} IS i Vl I\ � O 5e[vcdcre hoof iD`%%\ Eave fro iectc� Eave r—�-� 111 = 11 0It doublc Na roof rafters 2' 0" p/c (2) 1/2" HDG thru-bolts - rolyelass self -A& roofing system rolyglass tapered foam InsUatlon \ X-12 existing double 2x10 beam exfstfng boltec connection to remain (2) 1/2" HD thru-bolts double 2x8 roof rafterl a 2' O" plc exlsting dou 2x10 beam low -slope roof mem- brane & underlaymctnt tapered "Jec" foam insulation 1x6 southern pine roof dcckfng #9 x 13/4" Type 316 stainless steel pan - head screws 2x6 fnffk blocks above fmner 2x10 cxfstfrlo 2x6 rafters 2x6 fnffll blacks above inner 2x10 :Pexfstfng double 2x10 > beams below i�fifl Mock I�et�il planVi Amglc countersink using Krcg 211 _ 1f 011 System pocket bore guide 26 a eGalvalume 0 g 26 gage "5-V" Galvalume roof X-3 ridge cap panels over PolyGlassTU-2+ self -adhered underlayment 0 each rafter � 2 5 2x6 T & G ffr decking remove portion of 2x6 rafters above new roof slope cut framin g 4x6 ridge spacer --------------- --------------- - typical Cave detail _J --= exfstfng double 2x10 beam culsting 2x6 PIT rafters 0 V 4" o/c --- R = 41/2" rT 4x4 x 51/2 vertical tx6 s. l -® 5012AL composite drop -lap siding ®; spacer w/ 1/2' 55 carrfa0c bol pins p ® 2" foam cant strip tx6 e. pfne roof deck n � existing 2x6 install finish roofing t7774 rafters 5/4" x 6" "Ipe" ' - ®� up to underside of ® cross braces ! __; -- 2x10 beam - overlay ; 5ora1 ® :' X "12 siding ex sting 55T, ®; 5/4" x 2" H .5 clips base trim (2 9D ea. rafter) I 5/4 x6 Ipe cross- �. braces w/ (2) carriage b 5/8" Its each end -,�A P[am View existing embedded wood/ _ concrete footfngs to remain 1 1 I I , 1 I 1 I I I I � I I , 1 I I 1 I 1 I 1 I 1 I I I exfstfng FIT exfstfng col brick patio I 1 P ' V � � C' 1" >✓' � �' Ct [ O I'1 Nate -alum. Screen f rame5 not yhowm L5) 11t ^ 11 O11 1111 ............... ........... .............................. .I.. ................ .............. columns to remain G All connectors are products of Simpson-5trong-Tic We Co., a h h e c t o r 5 c h e d u C e DO NOT 6UI55TITUTE TYPE OK NUM13ER Index Allow # factual # Fasteners izcmarks Mark Type Uplift L1 L2 Uplift L1 L2 Ft'g, / Beam Joist / Kafter P C566 HDG 6710 5950 cast fnto F-1 (2) 3/4" HDG bolts add #4 x 10" "hairpin" in pier X-2 (2) P5720PC 4990 2975 (4) 3X' HDG bolts (4) 3X' HDG bolts ax8 column to beam X-3 M5TA24 1640 500 r17 sh nDG tj r7„g10h H�pG 3" end distance from centerline to 19t nail X-4 H10A 55 1140 325 (9) 55N10 (9) 55N10 install straps to outside column faces X-5 (2) ML24 55 WOO 2125 (6) 5051/411 x 11/2" each connector deck joists to beam X-6 5/8" Galy rod 3500 2700 5/811 x 22" HDG A307 all -thread 55T 5P 5/a`-2,2" dia washer X-7 HOT 2 10980 465 (2)5/6, xa" KF5 (5)16d sinkers raf Sono" 5came oXtall w/ 5imX-a GA 2 640 375 (4) 5D51/411 x 11/2" (4) 5D51/4" x 11/2" 51ecpere to plywood deck X-9 (2) 1ZP13Z 1500 575 (4)1/4"X31/4"Tapcon6 (4)5D51/4"x11/2" stub column to F-1 X-10 I H10A-2 1140 225 (a) 65N10 (9) 55N10 doublc deck joist to beam X-11 L5 30 355 125 (3) 5051/411 x 11/2" (3) 5D51/4" x 11/2" variable angle connectors X-12 H6 990 635 (a)lod x11/2" (8)10d x11/2" add to each pergola joist HDG - A5TM G-90 hot dip galvanized * bearing plate 0top, 2" dfa HDG washer 0 bottom 55T - 51mpson Strong -Tie company products assemble w/ LockTfte Throadlocker "Blue 242" _ __1 exfstfng poured i ; I 30.0* concrete tie beam 1'Go" ilE"12" 1,211 31 O 11 21 It 514 It 13cmt Platc (2) 5/6" x 6" 55T "IMY HDG bolts - install w/_ 55T "SET" epoxy min. 4" embed 1/2" HDG bent plate--- 1/21f A5TM-36 plate, hot dip galvanized r` i 1/2" HPG C-1035 Clovis w/ 5/6" dia. pin 1/2" A-307A H PG tie rod 1/2" x 9" HPG turnbuckle X - 2 both sides of connection C - 2 4x12 wood beam i 1/2" HDG C-1035 Clovis w/ 5/8" dim. pfn ,,, Tic 12oci Notes :paver (2) complete octs reclufred to remain - pin to pin dimension = 235" -_ -120% 104,375" -1/2" dia. fixed lemgth tie rods - Fimish - hot dip ealvanmized (HDG) ---_- - #2 HDG cle0o-25/32110rip (oversize threads) x - F turmbuckle (oversize threads) Tie iZode & other HnG hardware available from: Portland Bolt & W O.Co, - - - 3441NW Guam 5t., Portland OK 97210 (800) 547-6758 - portlandbolt.com ( L3 Tie Koh Detai10 Fromt Forch J-521t ^ It Olt .................................................................................................... (2) 5/6" HOG thru- bolts w/ 55T bearfng plate & HOG washer 1/2"x 2" HDG -X -2 both sides of connection C-1 `. I ----\ 10 I " co y�------------------------ - - - - -; Il ; Kfdge I _ I ------------------------------------ o� ; o� u, 1Zoof Zohc Diagram Faetcmlime of Koof 5hcathime 5/a" CDX Plywood Il — 10d ring -shank nails at 511 ox. im flcld, 4" O.C. edges of plywood sheets — 10d ring -shank malls at 4f, o.c, in field, 411 O.C. edges of plywood sheets, 3" o/c along edge of cave 10d ring -shank nails at 4" O.C. in field, 411 O.C. edges of plywood sheets, 3" a/c along edge of eaves, hips & ridges 1x0T&011fmc-AHZomfeo 10d ring -shank mails at 4" ox. im field, 31, olc along edge of caves, hips & ridges. 2x F T & G Fir - All Zor1co (2) 16d rung -shank malls at each 2x6 sheathimg board to rafter bearing - one face palled, the other toe nailed thru the tongue 5ccoticlary Watcrproof tie Polyglass 4" wide flElastoflcx 5A-V flashing tape shall be installed along all joints In the plywood roof sheathing. Pressure Treated Wood Wood fn dfrect contact with concrete shall be soil contact rated, pressure treated 5YP Pressure treated wood shall be insulated from metal connectors with W. K. Grace "Vycor" Flashing/Antf- Corroefon Tape L t usn ° E v W L 3S Q� m OUL�ID va�v CSL�� U UUU--L U EL,as3 +3 S gis+3 UA U m o s U >) U N L L OiQZ 0 N a¢ n� L W pUOOS tL In 43 �voa��S a 43 a u m sisU}SiQ Q.� i`iou�Q 3- L *� o o, -a �u L � � —o N v N IL �w p O o .. s_ o --. -14 �1 L O :3u _o U � � i S_ o ,N U U � � v O � 06 c� s, � u p6 L U N �- `- o Ik�o� Ver i Fy All Dimensions on —site of 6 ............................................................................................................................................................................................................................................................. M F S�P��FC�R�O s �r1 0S y rnf AR0008511 5A��'ED 31, PV C to ex(5t. septic system C.DP 2x6 wall blockfne behind P/W 1 S 1x6 PT wall b[ockfng behind P/W C@ C55 wall 5' 10 II 2" VT12 - �_.-� ya•A?.ciz s6-s.Fz.sl.•�l-_sF'. _.--.rah--.Y.%a-�..... _.-+..r� i _ma�yy,, 1 "Ir _� 1.•- yIj} to _ ------------- :X 1 -1 , 3°' PVC'I t 21, PVC e;howcr drain ; 3" PVC to WC 1) Cut Slab as Shown, install PVC unitary drafrs w/ 1/8" / 12" slope on termite treated �ompq"ctcd Sand, 2) Pour minimum 4" thfck "bag-ml� ciprlcr¢tc slab on .00611 polyethylene vapor banccr;, �artia� unitary Flan wall hU mirror 5calc - 1" = 1, 0" ceramic the C@ shower_ sliding 5h'r. ciocr. 2x(3 wall blocking 1 --r-------- ` I _ ` -�----�-- Zvi I I : 0--------'-- ---'\ future I ) V pedfetal lay. I athraam E(evatiom See isometric for mietructiorl detaile Grr = t or[ opening for door frame wall frame Sat h peta i C 11 a h 5calc - V 1' 0" �'artia� 5a�itary 1ZI5er 1) 12cbuf(d cloect into bathroom w/ shower 2) 5chluter ** prc-fab shower base & curb 3) 5chluter prefab drain, corners, thru- wall 5ca[s ecal to wali5 & floor 4) Antf-scald Shower valve 5) Ceramic the Bath & shower floor 6) Ceramic tfle, shower surround to ceiling 7) Ceramfc the wafnecot to 3' 6" AFF 8) Ccramic the Bath & showcr floor 7) Ceramfc the shower Surround to ceflfng a) Ceramic the wainscot to 3' 6" AFF 9) 5chluter "Kcrdf" membrane walls & floor - seal floor joint w/minimum 2" overlap. 10) lmotal toilet 11) !nstall pcdf5tal sink 12) Install light & vent fani 5athroom Comotructiom K plywood for grab edletal slnk GOLD BOND "XP" gyypsum drywall — above ceramic the wainscot existing wall framing 1/2" Durock the backcr board KerdiSand at all intersections Schluter Ker, membrane on 21, VTtZ 1 1/2" PVC to Lav 4" x 4" tfleab[c grate 2" PVC to 5hr NT5 Notco * 5chluter Shower 5yatem5 products are available on order thru D & B Tile of fort 6t. Lucie, 321 NW Peacock boulevard (772) 236-4602 5chluter &crdl pre-Tormw inside & outside corners Kerdl5and seal to sh'r. pan KEIZDI 9G solid foam shower curb showcr Isometric \ existing exterior wall - 5" Kerdi5and continuous joint 0 wall intersectioln Schluter Kcrdf pre -formed shower valve & head seals 5chluter Kerdf pre- formed Inside corner 1/2" Durock tile backer board at all wall the over rT tx2 furring 0 16" o/c Schluter Kcrdf vapor reducer membrane 0 all cer. the walls & floors - seal all around w/ minimum 2" overlap, KerdiSand, preformed frefde & outside corners & pre -molded Kcrdi- 5eal 0 shower supply & valve pre -formed Schluter shower pan existing concrete slab NT5 NOTE - To insure proper drainage & conformance to pre- s[opeci Schluter foam base, maximum size of floor tf[c fe 4" x 4' ° NOTE - Preformed foam showcr basc shall beplaced JUST F?,IO12 to wail & floor membrane finetallatfon. Once base & membrane arc in place, fmmccifately proceed w/ Vie inetaiHction. �athraom product 5chedu(e 5chluter ** Item # K1581152 KEKDI shower kft w/- 2" outlet PVC KerdfDrafn w/bonding flange & 4" square tf[eablc covering support & grate assembly, Kcrdf shower curb 5C, pre -formed watcrprooffng corners, 3/4" shower head pfpc seal & mixing valve seal, 32" x 60" pre -formed polystyrene KEKDI-5HOWEK-5T mortar free shower tray/basc & pre-cut KEKDI base membrane. ©MOEN f-DIGITAL shower valve w/ max. temperature setting & #3375 two function dfvcrter valve C 5chluter KEKDI fleece -covered polyethylene waterproofing membrane shall be installed over the concrete floor slab using UN -MODIFIED thfincict mortar. Minimum overlap 0 membrane cdges shall be not less than 2". OWall Tile - shower and wainscot the shalt be installed over DUKOCK cemcntftfous backer board fastened with DUKOCK brand coarse thread backcr board screws set BELOW the backer -board surface. O5chluter KEKDI fleece -covered polyethylene waterproofing membrane shall be instanced over the the backer board using UN -MODIFIED thfndet mortar. Minimum overlap 61) membrane edges shall be not less than 2". O 5chluter prefab wall niche - Kcrdf-Board 5N Item #K5-125N305-50a Al - 12" x 20" x 31/2" w/shelf. 5cal to wall w/ KEKDI-Band all around Inset. ® 5chluter Item # AEU-35/aO/100 satfn anodized aluminum transition strip - sclect "H" to match installed tile thickness. O Vent Fan - remove & replace existing Bath vent fans with ranasonfo WhfpserOreen Select Model FV-05-11VK51 -110 of bathroom vent fan, multi -speed w/ 20 min, delay shut-off - install FV-NLVK1 Nfte-Glo LED night lite - (nstall opt(onal FV-M5VK15martAction motion sensor - install optional FV-05VK1 condensation module O install overhead track "frameless" tempered sliding tub/shower door - Kohler #K-706005-L MX, matte nickel "Levity It 74" clear shower door w/ Clearcoat surface treatment. Bathroom Drywall Keplacement wall board in Bathrooms (not under wall tile) shall be 1/2" GOLD BOND "XF" gypsum drywall. Fainting - Exposed drywall shall be primed & painted with two fullcoats of first quality "eggshell" sheen latex. - Doors & trim shall be protected during construction activities, Bathroom interior wood trim to be painted with two full coats of 6cmf-gloss latex. Ver i Fy All Dimensions on —site L � Us� �E {?10 to 0t U L.v U to S L U3S 6/ 4 }3 I_ 43—Lr43 +` OUJc R--L 0 � d�s� - L Os m.A S � % +l i 4,s h 'DoS�uOd N L o 0ID p a a� L,� a �L0�osIL a u L 43 S Ls x+� F R4S 00 1 Q u E � o L N �L u N� _Q N u_ N 'A N u � U4 � Cq sd 0 t�l z o S_41 L {3 U lL L r S y.. "IV Q. v'a rL }� 0 tit L p 11 — " in ' o `u o �>� �4 E u 9 ns S3ut Lo u V N n W t O u- � � U V) U u c� 0 41 � } :— i yam-- q3 0 (O P ShCe'C a0 of 6 `t'QED 610„ 41011 3/4"recess for OH door 4101r 514It 4" - 3000 pot concrete slab w/ 11/2# of Fibermesh reinforcement / C.Y. -on compacted clean sand ffil 1/2" closed cell foam axp. joint 31411 510" --- - — --- -- ------------------------- 0. EI = matah.trrterier . Jr. verify location of A C comp. - - I it ZI FLqle o - - - - -_ - - -. r } - - - _ _ __ = 7 5/6" wide curb i _ -0 © . . level w/west ; . - top- of curb - adeeofslab L---- ---=--=---=--=--=--=-=------------------------- ---------------- CM-0 a- 11411 _ o_ -OD -� typical i_ 1" reeess_for OH door all around _ 10 rTexpansion joint all along '; - _ '. 2, 0 a - 10' 0 " - 361 Gr1 _ _ ' 4" - 3000 pot con ; - . Crete slab w/ 11/2# of Fibermesh roln forcemeat / C.Y. on compacted Clean sand fill _-------------•-blope-min�rr.to-c�st-.-.---.-.--;-_ L______-_____._______-______________________ ___ __- I 25' O 11 I Attic Ventilation - Per FDC 2017 K-WG,1=1 part in 150 req'd, Area ventilated =1220 5F / 150 = 5.13 5F open area Standard alum, screening = 30% Solid area 8.134 5F x 130 % =10.6 5F screened vent area Nominal 6" x 16' vents = 0.75 5F each 10.6 5F / 0.75 5F =14 vents required & provided oublc truss NO KiDGE or OFF-KIDGE VENTS KEQUiKED or PKOVIDED - rcrquired by 6" x la" alumfnum Architect Gable "attic" trusses CD 24" o/c screened vents half valley trusses 10 --- --- ---- ---- ---- --`- ----- ---- -_--- ---- ---- --- --------------------------------------- double 2x Rs r'r ` rc-?i' 1 1 r` i� Ire-'') rr 1�,i( 1r I r:-�� typ' 1 .� �-�=-- ' �=--- L-2 '�'--' --' off _577777 tech 1 CM-1 o looker ; G-5 ' 1 �r 11 i 1 1 I 1 1 1 1 I 1 1 _ 2x4 ®ub scfa,; Vt��t 2x4 "rat-r ns11 i -- -- - •��. II I I I t I I I I aloho 1:Iottl mcord �_ ---- �.-u---- L---- 1----J-----�-_---4----1----J-----I__----'====1====J==== ----- of trusses w/ (2) r t 1 n��5toea htruss _ _G_ _" I I I I I I I I I I i I I erf o sit ro OI ell 1L---- `--------al eX8 n99------------ fintshfloor -_____ ---- -_JI I I I 1 1 I I {p cL13 i Ala 1 1 -------- ----- --- ;,, . 1 ` 1 1 '------ " Ir;,:• .J',r ,',';!r :''; r �': r r :i ,•'; t:'.: `i l•.'.:•','i l.'., :::�':.:':, :.�:':' :.' :'i., 'i :''.1..:.:::'.. '.r ,i : ".. t 1 L ' �. v r'------"------- '.. •...';'f,. ..', ;. ...ir;.. ...',: .i. ...'.i ..'.r.i...'i:•'. ..';';.: "'. '. r --)irri .e!.t� 1 1 ` 11� =r _L' --- ----? _ 0) I I r----- n: i [ :1:..:. r':. ..' 1 . 1 . :.'M1.I. ^: !� .. . + . ;1 , : ..r, . .:. i�.' •..• I-. �. -T lZD I It 1 r I F :' I A 1' r i :, 1 i 1 ' , 1 I r____ -'------ll " ° -- -II 12 #4 rebar , drilled fn o---- _"---'---- --- '----'----'---- ----' --- '----'---- --- ''-'==Lt---- ' I 1 - cxtstin � � ----- �---�-----�---=F----�----�-----�----F---={----�-----�---- ----I I , foundation 11 I 11 1 I I I 1 1 1 1 I I 1 a 2 O- o c ----- u I 1 1 I I 1 1 1 I I I c y I I � W 0' o 2x4 out- L--- ..����F��1 ---J-----L----L----1----J-----L----L----1----J-----L----L---- ---- 1 tooker -'------ft---1-----r----r----t----i-----r----r----f----i---- t----r---- ---- 0 V 4f1 o/c r--- -------- � �� � 11 1 �-----------to �1 p- poured G_3. -v� °=1-===_ ____ _______1========1====1=====1========r1=--- -�— - r--- mini. ma / cotter c ----- - r---1 f f T f f T l 1 f rake b am �� II �I I I I I I i I I I 1�6'0111 double 2Y4 l 1 1 I 1 1 I 1 t I to/o - ,:A G-511 1 CM"1 L -- , , 1 existfn concr a l %� ' 11 I ' ' ' fir" t 1 ' 1 ' 9 ire- :-, rc- � rc-_� rc - - — —�_CV OH wall &footing i „' r_.:� I L-1 � '_�I Iv----=------�----------------1•---- \ -------------1•----'•---------------------------- — -- - - - - -- i' _ U (2) #51 s drill d 6n Into � p UnIrless otherwise noted, all truss to welt connections shallbc Type G 1 --- -"_ ------- mdsting cony 0 2' 0" o/c & w/ KAKA epox 1" drop to ext, Garage Foufidatlom f fah Garage 411 - 3000 psi concrate slab w/ 11/2# of Fibermash reinforcement / C.Y. Slab over 10 mfl polyethylene vapor barrier on treated, compacted clean sand flit F-1 la" thick x 2011 wide monolithic slab w/ (2) #5 continuous & (2) 46 dfa, #5 corner bars F-2 8" thick x 6" thickened edge of slab w/ (1) #4 continuous & 48 dfa. #4 corner bars C o ri n e e t o r 5 c H e d u C e All connectors are products of Simpson -Strong -Tie Mf'g Co., DO NOT 5U55TITUTE TYrE OR NUMBED - "55T1= Simpson Strome —Tie, "HD61= hot dip galvanized Index Allow # Actual # Faetcncre 12crrlarke Mark Type Uplift F1 F2 U lfft F1 JF2 Header/Plate Truss/5tud G-1 DETAL-20 2480 2000 1370 1405 460 250 CA5T INTO 5-1 (15)10d X 11/211 DOUBLE wrap over truss G-2 LU5 24 490 225 (4)10d x 11/2" (4)10d 2x4 of truussesssesoutloker to top cord G-3 MT5-18 750 426 (a)10d X 11/2" (9)10d X 11/2" drop -cut thru exist. sheathing G-Ar MGT 3300 1200 5/8" x 8" 55T "RF5" * (15)10d "55" adhesive install w 55 G-5 HETA-16 1510 225 cast Into rake bm. (9) lod X 1 1/211 outlookers 0 rake beam G-6 H GA-10 695 1165 940 125 125 175 (4)1/4" x 21/211 Tapcons to wall (4) 505 IXt x 11/2 rat run to C55 wall/valley truss G-7 M5TA-18 1315 1 1 315 1 (4)1/4" x 2 l/2" Tapcons to wall I valley truss to wall Li m t e l 5 C H C d u l e All lintels shall bc'ICast-Crete" - 3500 psi, Grade 60 reinforcing Mark Designation Location L H Added 1K6ar Kated # Actual # Kemarke L-1 al 16-15/1T 10' OH doors 111 4" 114" (1) #5 bot (1) #5 top* 1366 499 * run 13-1 steel thru headers L-2 SF16-115/1T 5' OH door 9' 4" 1' 411 (1) #5 bot (1) #5 top* 1625 499 L-3 SF16-15/1T 4' window 51411 1' 41t (1) #5 bot (1) #5 top* 5365 499 L-4 SF14-15/1T recessed 3' 4" k.0. 0 exterfor door 41 8" 1' 41` (1) #5 bot (1) #5 top* 6113 499 Gara,2c Frami tag Flom u u u 0' 5' 10' 15' 20' 25' Scale - 1/4" = 1' 0" o ------------------`F------- `� I y; ----------------------- I b ' Ridge ; Il J ' - I t• , ("II ' I ' Roof Zomc Diagram w 0 11 Sheathing shall be Dixie Plywood "5olarPly 5/5" CDX Il — 10d ring -shank nails at 5" o.c. in field, 411 O.C. edges of plywood sheets — 10d r(ng-shank nails at 4" o.c, in field, 4" 0.c. edges of plywood sheets, 3" etc along edge of cave — 10d ring -shank nails at 4" o.c. in field, 4" O.C. edges of plywood sheds, 3" o/c along edge of eaves, hips & ridges 5ccondary Waterproofing Polyglaee 4" wide "Elastoflcx 5A-V flashing tape shall be installed along all joints in the plywood roof sheathing. 1Zake Beam Outlookcr Bearing Wrap bearing point of 2x4 outlookers with 4" wide W. IZ. Grace Nycor" Flashing/Anti-Corrosion Tape 12ake Bcam Forming Formfng for poured concrete rake beam 5HALL NOT be undertaken until double gable tru5e is installed in order to exactly match actual truss slope MINUS the vertical dimension of the outlookers. Pre -Engineered Wood Trusts Pre-engineered wood trusses shall be designed and certified by a Florida licensed structural engfneer per F15C 2017 requirements for A5CE 7-10170 mph 3-second gust, Exposure I'D" wind -zone per "5t. Lucle County Map of Hurricane Wind Zones" Installation shall be per Manufacturer's requirements and slgncd and sealed wood truss shop drawings. Lifting, placement, temporary and final bracing and internal connections shall be per shop drawings. Connectors internal to the truss set shall be selected & detailed by Truss Englileer. Layout per Engineered Truss Plan attached to this Drawing 5et as last sheet. Soffit Naflfng 1/2" 5CX plywood soffit shall be fastened w/8d stain- less steel ring -shank nails 0 4"o/c along each truss tafl Moisture 5arricr Wood in direct contact with concrete shall be soil contact rated, pressure treated 5YP or separated by a double layer of 30# roofing felt from cone. Column Schedule CM-0 Filled cell w/ (1) #5 vertical, #5 dowelto footing & tie beam CM-1 Nominal 8" x 1' 4" 3000 psi poured concrete - (4) #69 vertical w/ #3 ties 0 each second course. (6) #5 dowels Into foundation & 15-1 - drfll & epoxy #4 x 11' 4" dowels min. 6" into corner of exfstfng masonry wall Beam Schedule All beams &filled cells (C-1) shall be 3000 psi concrerte 13-1 (2) courses of beam block w/ (2) #5 coat. & 46 diameter corner bars, top 0 & 011 above curb e, Beam - nomfnal 8" x 12" (min(mum height) w/ (2) #5 continuous Code 1Zcfcrci1cc +3 E u ID u L 1 0 S1 � 4'e x 43 i P L aup -C o x- © ° Ill 0 ID .4310 U.. I1 L fl `;0 0 NN0-Upi)t H11+�U0�J-)Q uwN� 43 J Cz (0 Zto Z I� V , i I L S—a m 'S- Fla LL U- 1 U U tl vd a � E m �O X -14 N `la Is 4 � o >i a D T U 3 S- S- o � � v u <� � L � L > -_- L u s N �i` O Sheet FBC 2017 - Edition 6, A5CE 7-10, i21sk Category 2 170 mph, Exposure "C" , Garage - Enclosed �� Il Mean Height =12' , NFPA-70 / NEC 2014 of 2 Verify 811 d i m e n s ions on—s ite 8" min. all around PT 1x buck - wfndow �y717 rrT rr� rrrzrrrt r�rj rrn Into filled blook oe111 In beilled Week /j liquid applied flashine - Jambe J� 11st head & sill 3/4" step 1 I .......................iL......................i 1 ..ti Poured Typical Window Elevation cello. gill isometric (doors elmilar) Polywall "Blue Barrier Liquid Flashing 2100" shall be applied per the "Blue Barrier Application Guide" to seal wfndow & door bucks and shall extend a minimum of F beyond openings on exterior face of C155 masonry wal Fluid fi died(a5hi+� pp g rolywall products avaflable from Coastal Construction Products - 5051 L 5 McClood iZoad, Orlando, FL 32551 (407) 549-1717 ............................................................................................................................................................................................................................................................................................................................................................................. . Note: 12 Forming for poured concrete rake beam 5HALL NOT extemd #5 dowee Pake i5com - nomfnal S" x 12" (min. L S_ n height) w/ (2) #5 contfnuous 3 be undertaken until double gable truss is fast fled into rake beam t L a i uu� ox: in order to exactly match actual truss slope INUS -� ="- > ,.�, - verify slope & m 3 �� m ` �'�� ;�-. �ti, '..: mfnfmum rake beam match existing +� n the vertical dimension of the outlookero. �=> ; dimension = 12" ::,..:: �.}s •'. L 43 ID ':�' n!�;.� `. �,'.�'- - ...... .................. .................. •.... .era:-'. 5-y G valu cfZoo in over 4sL=+� uu 8 0 self a�e O r ff :- e�underla �nent match cxfstin a,':"`" - bearing level i y 4 0 ,/'' /'., :ta y►. --- +�'w_'. etch x15t 'NX •) fascia sofIi t L L _spa-s a'a�ps Or.q A„'rg _ _ "lEiy*,i�Ei^+!!�w a �3•N �Nt 0 oo wom�'-s=acaaax=====!s!s!!! !"! @00'�� •iN 1)SS r�+ar'==yl-<_____ _________ 4.===__:____:_____ '�___________:_____= 4:===:______= pl=====_______==��•dlp. <___________=====kt, _''______________���' ___________ Jr. A t p•'t- L J) O II �+II N" II" ;II ill I'll 11' 11 II II ,: II j L 4 II 11 ' i I 0 1 II I x 0 }� O O 0 0 n hl hl _ tin 'hl n1' ul' n" "11 0 Il L O -�� IL ®xIIR______ __________ ,=.e.=o==::=a:n::==`__ p0� OS43 'ill 1jll 'III II'I >ary l' =I�' m >a,lli = _� I' if O O O O-•- S D 9 gage Dur-O-wall m ladder ties fn each -c L L m II N N 11 N N 11 11 11 1I " t 0 ' 2rfd course wl re- m o u Z N N 11 4 4 U 0 0 II 0 0 " l �j 0 }1 Q to if t 11 N u 4 4 N II 0 P 0 0 0 l I' p 0 0 0S O-S U It u li i; ii ii ii n u n uN II II It 11 If N It II u „ fab welded corner S L S x p 0 0 -' N II It 0 If N II II I ' o ' pieces 1- O +3 V O U -1 `( N II II II N N II 0 II p 0 3. It I, 11 11 11 I1 It II 11 11 I1 " 1 0 sand finish p p II It II It it X 11 II II II " h n u u N 0 n n n u n Stucco over _5II 11 II II 11 II II II II II II A l' C�5 walls 1[ 11 II II II II 11 11 II II 11 11 t A " •{•D II I 4 II II II II P 11 11 II ;' 11 II It N 11 II It II 11 „ : II pp CM-1 a II i ii conerge curb O ' ' l 1 I ' 4 It II to match existing n 411 ,I 11 II I' II 11 I N II " II " II I' 11 1' II L 1111 „II ,I 11 ,I 11 �4 ;; 11 jII 11" 11" III' II 11 IIII 1111 i� 'I" ill' 11 l' UI' II I1 Ilu jll 11" 11 j1 Ill :1" 11,1 11p floor level �0 07 II II 11 II II 11 Jill L 1, IIII „II „11 ,111 „II Il,l II„ IIII IIII 0 ul PVC weep -screed 0 IIII ,Ill II'l 11 i1 I, 11 1, ll „11 III, II„ IIII "0 III' IIII 2 below tap of H t) IIII II II 11 II 11 II II II 11 II ill 11 it R till II;; ill; lilt ii 11 ii° if 11 'I 11p tip n1' nl f(nfsh fl r " curb all around uu n III In 11 4 hl till till n/ 00 n,1 nI ill o ( o t ( II 11 11 11 11 ,I II li II Ii ll 1I II If Ill] It ,1 1 , 11It 1111 II " Ii it 11 11 II 11 II 11 II 41' III' IIII II" IIII ill 1111 IQ till till Of Garage Ill Ill Ile El N 411 n _ u----- --- u 4 n n n n ul, In SX(St(nH " u �'-"`----=—LLn _____�I'1________________aR------------------- I�l_____________-.till_______________J1�1__-____________-___JfIL__________________JLI______________ 1lu________________ a "u/5outhe,%0 °in(sh00Y ll u n a-------n--------n---'--------�'---------'�------- - - Y II II U 11 II h—11f--------- 1al N 1 u II II 11 itII II II II II II If II C-1 It '1 II 1it Ga r a m ,//��f//�I h r•C• r ------ --------- ---- - - - - -- retnor CMUcac side of opentne 4� 0 II Varies see framing flan Exterior C6S Wall z z I _ _ -5� 2x4 blocking /3" Galvalume drip edge : • - - : . pre engineered 2x4 outlookere 0 f 4" o/ wood trusses 0 24" o/c G-2 rat run G-U d-0 ea. rat run ---------------- w/ :'•''% •' •<' .• etl a' :' qjf . : '.n• ``'u ''' `'' �••:�+!�•• � U \foam backer rod w/ exterior sealant PVC "J-beael" `� 3000 psi rake beam - mfn 12" ht. w/ (2) #510 —'_it --------------------------- •�----------------- -- -- ---- ------- --- -- - - ---- --- ----- " 11 ==__ 2x4 "rat -runs" 04' o/c v1 " :ri1i�` (2)16dtoeach truss - ==- remove exfstfng overhang 'Oi1flush w/ CBS wall �_� JIM. 11 •'Irt� •' .iXi • •. 0 6' 0" 0/0 B-1 rsxistfng CBS wall edge of roof below to I (V -._cxfstime CBS wall #5's di -flied G" into existing cone. footing W 4' O" o/c & secured w/ KAKA epoxy Tram oi-tio+i G_2 ill = 11 oft .............................. ....... ............................... ............... I ........... . extend ridge cap beyond edge of roof - trace template & trim end w/tin snips to shape shown ridge Cap NT5 At Gable End 4" - 3000 pel con- iv Crete slab w/ 11/2# of Fibermesh refn forcemeat / C.Y, on compacted clean sand fill \ 1x2 AZEK drip trim 1x6 fir fascia 2x4 sub-fascfa Colonial trim 12 PTtx edee "J l 0 e & blookine —( verify p 3 match existing a each trues 8/4doorJamb/ St UCGO let -In ix2 stop 2x4 sub fascia cirlp edx 41/2" ge 1/4" caulk w/ TAPCON colic, screws a 10" Interior :'•+Q exterior o/c typfcal fascia sealant at wfndow & soffit frame till IIII IIII IIII fill nomfnal8" x 6" x 16" ASTM C-90 concrete _ blocki n half-runn(me bond w/ 9 gale 9al_v. Dur-O-Wall "ladder" horfzontai relnforae- ;; men fn each second course of masonry using prefab, welded corner pieces 11 II f flush ffnfsh interfor CMU Jofnte n n II _---__-sand finish stucco on CMU wall u II Ii ll u II uu tin IIII IIII IIII It, 1111 lit Jill #5 vcrt. in fflled cells (C-0) / & #5 dowels to ft'e. & tie beam 11 : ' •------------------------- a '. .- - G-2 7 5/6" wide curb - match elevation of exfstfng interior floor tight texture stucco stucco drip PVC J-bead w/ 1/2" caulklna epace sealant osulk(na -5/4 trim \� Door Extcrior 4' S zo S_ foam rod w/ exterior .,� H Wlfidow Head j Heacl Exterior Doors L sealant Alalong 1 L Garage Eave c Garaee. Wall Ill _ 1t oft G_2 lit = 11 ptt Exterior C7-2 NTS (j-2 NTS C155 wall min. #5 vert. im filled cell each OWC of I(ghttenure, stucco opening or as shown w/3/4"x5" raised on Plan band Za head & Jambs PT 1x3 P1W buck (non-structural)-10 Ifght texture Stucco _ :0-= exterior sealant 107 1/4" x 41/4" TAPCON colic. screws 0 10" o/c white marble Impact rated, alum. sill window frame Wi hdow Jamb G Jamb 1.7-2 i7-2 NTS NTS Interior Exterior floor wind anchor at 1/2 point of door alum. wfndow frame alum. 3/4" Marble end 3/4" cast drop fn sill, sill stile, Slope OLt CA5TCKETE precast "HIPH" colic, sill :a= seal bottom corners to CL35 jambs w/ 8" x 8" neoprene "Llauid Flashing", double coat light texture stucco over C55 wall trim Exterior L n lD t reinforce CMU each = O r 1L o E o Side of opentne R z V PVC J-bead w/1/211 space forcaulkine U d `q eeatsht caulking .�' ® I m 5/4 trim (5) 3/16" x 41/4" TAPCON y = i o cone. screws each side` Door lot -in 1x2 \stop 814 door Jamb Colonial trim Interior Ext Doore 14 eatee ealy. steel roller mines fasten to stiles w/ (6) as. #14 x 3/4" self-tapinte sheet metal screws 2" HD rollers w/ hardened Inner & outer races 2" ea(v. stee( track - fasten to track brackets w/ 1/4"-20 x 1/2" gale. steel bolt & nuts 12 tested ealy. steel track brackets at Pf 2x6 w/ 1/2" x 6" HILTI "Quick -Bolts" 0 T O" c/o (into filled cell/column E-to footime O � � t, N L � o � o ILL 4-1 z U :3 S_ O o U < � -' is U L � v � O � light texture stuccoes —1 P W 1 1161o W 5111 11 1 5 E Garage poor Jamb NT5 q"Cet G-2 G-2 0 Extcrior of 2 ......................