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HomeMy WebLinkAboutRequest CAB #07-11 3/19/2007TO BE COMPLETED BY APPLICANT Type of Request: Q._\-) x Cz�sv Cy -VI) Ltx Date Submitted:�1'' C COMMUNITY APPEARANCE BOARD APPLICATION & GENERAL INFORMATION ,Qegoes-t- Project Name (if Applicable): T vvry Project Address: (c-F-P. 1 OR,(U\dr\kb(&_1 ()„.30._z _ Legal Description: Section , Township Range , Lot(s) , Block Parcel Subdivision: A 1 > r Name(s) of Property Owner(s): Lt..) � Owner(s)Address: g(--)G3 btt Phone#: •_ \ E `h Fax#: (--) c)3t Applicant Name: Applicant Address: c�j uPP_`, tt�,�,,.���� � 3 Phone#: Fax#: (Office Use Only) Is application complete: o If no, date application returned to applicant: Date/Time Board will consider request: 3 / i q (0 7 ?e�� Application Fee: Fee Paid: /No Application Reviewed by: Date Reviewed: 3/g'c -3- Attn: Cape Canaveral Appearance Board Property: NW Corner of Orange Ave and Lincoln Ave — Street #'s TBD Washington Ave, Cape Canaveral Legal Description: AVON BY THE SEA LOT 8 BLK 70 Owner Name: W3 Development Group Applicant Name: David Welsh Attached is the required information in order for the appearance board to review and approve the above mentioned project. We know this project will have added value to surrounding areas of Lincoln Ave. The last 2 projects developed by W3, have received beautification awards from Cape Canaveral. Please review should you find that any of the information contain herein is not adequate to issue an approval, please do not hesitate to contact David Welsh. Best Regards David Welsh 321-704-5816 i'.JGHANAN AL' 1 i Ma pp, 2o013 LiNC .N AV Lincoln and Orange Ave Roof Color Misty Blend Spanish S Tile Stucco Finish Color Custom Color Beach Yellow Architectural Moldings and Trim Color (Platinum White) All Balconies Approximate Railing Style Barrel / Color "Black" \ \ . • t.10 ' _ \` • =� 'i,a ►_1 __ • • • • • Concrete Driveways City sidewalk along public road Raised Panel Garage Doors Professional Landscaping Double Door Entry m Fa Cabbage Palm O L O ❑ ❑ • • • • • •` • • • CAN ON BANANA RIVER BR92 BW.93 BR91 BR90 8R94 Brea BR96 PROPOSED FUTURE LAND USE C1 COMMERCIAL C2 COMMERCIAL/MANUFACTURING MI INDUSTRIAL R1 RESIDENTIAL R2 RESIDENTIAL R3 RESIDENTIAL PUB PUBLICjRECREATION CON CONSERRVATION AREA d ARCHAELOGICAL SITE SCALE: 0 000 1000 CITY OF CAPE CANAVERAL LOCAL COMPREHENSIVE PLAN FUTURE LAND USE MAP Figure 7-3 a a a PUB a R2 R2 R2 1 B2 1 {R2l R2 I 1 R2 1 1 22 1 pus! 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FRONT ELEVATION ail,.. 1/4"=1'-0" _.lIi'1:I■I.I.I.._ ..I m1111■1.:a11Im111.. _.411101MI■LLL1:1.1.11nnn.Llnn.I■I.,_ ...I mll1m1•1.1m 1111E 1.11.I.I.I.II n■1■I/1... .,.1■INI.I■I■I.!:I.I■INI■1■LN■1■LLLIn■LI.1.111.1.ra1. ...Inn■loll!:,nm11.1.1■1■1■1■l1■LL1■1.mn■1.1.1m 1.rm1.,- ..loin.Ll1.4L111sinimLlNnallmnmi.tootollltml.. .I.i■li.Lllr.:aLlinisteLlt/i ■isimusL1.Lto■Ll1/Im111.I.INIMMI.l.l_ UNIT AREAS - ----- -- - - 7- EACH DUPLEX HAS THE FOLLOWING FLOOR AREAS: AREA 1 SO.FT. FIRST FLOOR LIVING 7145 1 - SECOND FLOOR LIVING 915.5 I Nii TOTAL LIVING 1.660 C.ARAGF lIT 3 I Ball-- ! FIRST FLOOR PORCH 10 ` � .� .,1 SECOND FLOOR BALCONY /9.5 1111111111z 5- . 101AL AREA 2.060 ' 1SIORMWAFLRRLIAINACECALCULAIION - eRETAINAGE REOUIRED: -125'X50'XI-n2-5209CUIT FIRST INCH OF RAINFALL FOR TOTAL PROPERTY RETAINAGE PROVIDED: 4 -(207.43')8712,,573.3 CU FT 0 ,El• a ;.. ne0 u z RIGHT ELEVATION =ET l:!.;.;;Ili o x 1/4"=1'-0" -I JIC1 I 0 ELEVATION VIEWS 1 _ I SS2AS E D I INTUITION I AREA I I ' ---- ---- -1 36'SUBGRADE 1. 1.NII 17'CONC _ _ r 17'C NC I 50.00' —I vQ 1 1'r- y 1 LOT 16PROPERTY DESCRIPTION: i' II_ _ I 3' // LOT 168LOCN wia.tr11Y.n -.. sass.-:��I 1in.-r,- ---_- LINAVCCO N LN AVE.SEAY THE canton CAPE CANAVERAL.FL.32920 EDGE STABILIZATION FLAG NOTES, 0 P) LINCOLN AVE. 1®4"FIBERME51T3008 PSI CONCRETE 08-SUBGRADE,COMPACTED TO 98%MAXIMUM DENSITY PER AASHTO T.180. 1 10•I 14' SITE PLAN SCALE:1"-20' CONCRETE DRIVEWAY PAVING SECTION NTS Ir ��--1 F- AT DRIVEN A S.3,0 6"THI ON 712'STD 6'MN FFE HOUSE w 1+l AT DRIVEWAYS.3.000 psi CONC. I- 2'O' ROAD 12"ABOVE Z ROAD CROWN CONS IRUCI PER A.C.I.RUN) GARAGE 4"STEP CON;. a RECOMMENDATIONS • DROP CURB DETAIL DOWN a 1"SLOPE r CEHI IFILAI ION SLOPE TO GUTTER 13'CONC i .. . --r, ,. j MATNICNOTV11 03TIIWTSIGNATURE. �. 011C.S.SIDEWALK/ ' ORANGE AVE. MIf AMO SPIeP 0SEAL •.�.�:.:.:� •...•.••�••••..• "...�.J,::: .. ',' " ... -, 1 INS URA.W WAS PREPAID°ElMt AS A PROFESSIONAL DOGMA AS DEFINED IN SEC110N 7 CURB aGUTTER NEW DUPLEX BUILDING Ell.016(T)'FLORIDA STATUTES MCOMPLIANCE VATM CRAP WTR,1.200a 1 BC.BASED IKON MY TYPICAL SECTION-BUILDING TO ROAD CONCRETE DRIVEWAY NTS 1 NNOVAtOGE.IMORW T ION AMU Ft I NI ARORI 1 Clifton L Gun FOR W3 DEVELOPMENT GROUP ACCORDANCE MIN COMMONLY ACCEPTED PROFESSIONAL ENGNEERI PROCEDURES CONSISTANT WO APPLICAAtD No.80N•Salve N,Ier Dra Cape Canaveral,FL. STANDARDS OF PRACIICT.MY SKIM IURI AND 16425 Banana Firer Dr scNM:IEOTED I ELEVATIONS 1 EI .'CLG SEAL oo NOTPEPEVSENO A GUARANTEE OR Martin Idand Flonda 32952 MIA;I7MM itCITF PI AN 1 resoco f, WARRANTY EDHRI%PRE S5I0)RIWINO. 2-%BLOCKING WI I LAYEN UI SR" / - ----..•--.. RUNNING "URYWALL EACH SIDE -. STRAP TYPE'NAIL PATTERN UPLIFT LOAD RUNNING UP TO BOTTOM OF ROOF DECK / t0'••-:-- _ _ `•-i ETAT 22 10-10d x 1-1/2 1057 lbs. - 1 •Strap type is for Simpson Tie Connectors ,---FIRE RETARDANT TREATED -or equal manufacturer maybe used / TRUSSES AND PI`WOOD 18" i RAKE BEAM 1 ON EACH SIDE OF PARTY WALL +� .+:s. PLYWOOD ROOF PANELS _ • LINTEL BLOCNS� till/ �'�+. II _ ''' �a `�J��_ 1 = .-ENGINEERED,MFG WOOD +•may'• ~ <• \,:�. -tJ�L'�x'. J / TRUSSES 21"O.C. 'ram _ ,1 - UPLIFT LOAD lbs. STRAP TYPE' NAIL PATTERN 4_ 981 T01105 ETAT22 10-10d II= 'Strap type is for Simpson Tie Connectors- _ -- a or equal manufacturer may beused = II IE TRUSS ROOF TO MASONRY WALL CONNECTION -7L= �v MM �A AhhA,AAAx4 -I /)rAAAIr1AATh =M- 1• EV••Y r, r. - tl�>.Act li+l.�l- -AM%�TA-A iii I GYP BOARD ON 1'%3'F URR I - STRIPS.16'0.C.(TYP) LINTEL BLOCKS MINI STRIPS. _ `= II / 2-LS IAI2 STRAP�'' 3 7-X 10' ATTACH BEAM n WOOD BEAM ONE EA SIDE OF AT WALL W = `m POST WHO 10 d SIMPSON HUJ6, �` NAI S -re/'WOOD POST 1 12"W WH2 TAPCONS CONC. /x =r P .tOd BEAM o ST 12 W/10.168 ```"V 'v`� Owl / r)(.Z -YI'COX PLYWOOD•STAGGERED(TYP) \�\ / I E FRAMED �/ = iI` P > TYPICAL HEADER AND r''1 .- TRUSSES WITH CONNECTORS 1 G --MFG WOODEN FLOOR TRUSSES 24-O.C. SIMPSON -^ ABU44 COL BASE 42 2.1,7'BOLTS • 1.5/0"ANCHOR BOLT S. - 6"EMBED r--1 14"GYP BOARD ON I'%3"PURR ; _ _ __ t-I I 24•X 24' KINDER 10322MR F.R. I STRIPS,16"O.C.(TY'P) 8.7(8"%16-CONC.BLOCK •'•: POST COMMON BOND W/VANE I --2 COURSES I IDTFI RI ERTI Wi 26'0' -_ L J FOOTER JOIST EVERY 3RD COURSE I AS 0 CONT.AND E'S 0 N)VE AND CONC.REB FILL I MILL LAPS(SEE PLAY AND FILL I 22'8' I .. • . IN LINTEL BLOCKS(TYP) ti • . 5A3"TYPE%GYP. I IA E •�C' •s. -'w, ------ --------I ' 0E, BOARD 80TH SIDES\ ' _()/5 0 EA.WAY _o >: W/3-MIN.COVERAGE --Ak COMP. oz,_ SOLI -- I ><=cF 27(FOOTFRMIN ¢6�J CLEAN OUT OPENING 4"144" I "' I on Vo EA(34(MOD ILU CELL \ BEAM/POST)FOOTER DETAIL NTS + AOPE_L-� 5"omZ� II I -ED�ME CONCRETE SLAB W, I I �` a 6X6/10X10 WWII OVER I ri a--o 6 MIL VISO.V.B. I� • W srd !' PVC PLUMBING DRAIN-� r44.o •^r • .:4, . Ytil I �J Pic Arc cLwsE r_� J N 4 COMPACTED EARTH .• 1'V- AS 0 COMET. } ro I I I Q I .i- 1 /- 16' L p-MIN COVER) TOP PLATE%1- �� r 4-STEP DOAN \ I .._ PARTY WALL&FOOTERSECTIONB-BNTs --- ---- - ---- ----1_- ::■ (/HOUR1 IRI WAI I i - PRE-ENGINEERED _,O -_ I ... T 4 WOOD TRUSSES 1 71'O.C. 2"X 4"FIRE STOP I-' FUNGUS RESISTANT FIBER 12 - N0GLASS SHINGLES OVER IS/E El T U I fig PER NOTE (D%PLYWOOD NAILS PER NOTE 6 6I '- I I�_` y. II m HURRICANE ANCHOR \\ \\ R30 INSULATION OVER h = !III_ EACH SIDE OF TRUSS \ 2"X 4-STUD WALL e rr / I 413 0 0#O O Awww \+rT MI"GYP BOARD 4,16"D.C. r�,-,i .AAAAAAAAAAAAAAAA 'Y- I !El CONCRETE SLAB WE -I AA 44 A A♦AA kW AV-AAM PT YX 4-SILLPLATE ^6X6'10X10WWM OVER 6 MIL VISO.V.B. li'-t-I- - -- C - ALUM.DRIP STOP a -I _---____-_- _ , -- _ -LI 1A( ■II►• LINTEL BLOCKS •. - . -Ps i d- is ALUM.FASCIA OVER 1%6 • �. OC _ s -�- P.T.WOOD FASCIA jj r 62 (�I - ___-C- - 2%4 P.T.WOOD • COEPRTMEOno•. DINS 000MET.Wi t k --- - SUB FASCIA II T, 12' �, es 014-OC LATERAL Zo I I -J MIN COVER) L ALUM.VENTED SOFFIT I •] < 0" I-- rn OH = I I a L WALL FOOTER C-C Nis I 4•.0 ID \ I s s 1■G - -DOUBLE I"%8" ,e J/ o,t�i ■ = - _1Q"J BOLT W/6"EMBEDMENT / 'V 16"O.0 W/1 I/I"WASHERS40,1111 ///.YYY _ -3/4'CDX PLYWOOD-STAGGERED(YP) '4.„ea I I • :-- z X4 STUD WALL < �I) 016"O.0 r" ---_--- --- _-----_--- -MFG WOODEN FLOOR TRUSSES 2d'O.C. CONCRETE SLAB W/ o i ����� 61(6/10X10WIIM OVER T 6MIE VISO.V.B. _-_____-__- _------_ se • • m I m --10-GYP DOARD ON I"X 3"FURR ' - 1--- O•1 r•.�I STRIPS,16-O.C.(TYP) _ ���••• 2 COURSES LINTEL BLOCKS W/ COMPACTE I a ` (2)105 0 CONT.W/1 i I t --IS 0 CONT.ANO aS 0 VERTICAL REBAR EARTH II- e5 O Id"OC LATERAL 5,, x IN LINTEL TAPS(SEES(TYP) AND CONC.FILL l� IN LINTEL BLOCKS QYP) � � (3'MINCOVER) I\\` o 8"DCO CEFRROVEROPENING,2Rows WALL FOOTER D-DNTS ' �'^ IL" LINTEL BLOCKS ELSEWHERE / r I a, ALL LONG&IL 10 HI MIN. I C , fe-3L00 pelf 78 DAYS J� 4 0'I CONCRETE SLAB W, I MARBLE SILL(TYP) MORTOR TO BE TYPE `_.6 6'1ONSO.V B OVER -J 1 A6BIN -M"ORS- © H 1 r 1 �m GROUTED CELL -+� -- CI- --1 I� net. JG 1/2"TEXTURED GYP BOARD 'A.. /%' I- - -1 Ise FTI OWEI OVER 1"X 2'P.T.FURRING 3 ---- - Qs- STRIPS 1fi"O f W R 11 COMPACTED �I� STNO HOOK- -I-RIGID INSULATION EARTH } n I aJ. 9" `-111 0 CONT. 13"X 81(16"CONC.HI OCK p'MIN COVER) _ _____ _r- COMMON BOND W/WIRE Ell Lip 1._ C JOIST EVERY 3RD COURSE I, EDGE FOOTER E-E Nrs A 2 COATS STUCCO _ CLEAN OUT OPENING 4"X4" ~ = I Ia EACH GROUTED CELL !�11 a 5 8 I IJ CONCRETE SLAB WI pp . - 6X6'10%10 WWII OVER E' I $ 6 NIL V1S0.V.B. O I 41,8 ei',.. • , 4''"-COMPACTED FOOTER SCHEDULE I I I •1, . (2)s5000NI EARTH FLAG SIZE DESCRIPTION REINF. 14 p"MIN COVEY A 16"W X 16"H MONOLYTHIC 2 X 6 CONT. k B 16"WX10"H BELL 2/SCONE. __---_ --_-__U -j I♦ .- c iv C 12"W X10-H BELL 2 X 5 CONT. D l- 16- D 12"W X 10"H BELL(STEP) 2/6 CONT. FL-- 4"STEPDOWa r I EXTERIOR WALLL &FOOTER SECTION A-ANTS E 8" W X 8"H MONOLYTHIC 1/6 CONT. I, Q I 1 "'N 3 4• -- -- L-- I 4"PVC NC CHASE ___I ® I i ._,. WOOD TRUSS AND FRAMING NOTES: 18 1. ALL WOOD TRUSSES SHALL BE DESIGNED MID CERTIFIED BY THE TRUSS MANUFACTURER'S Fl ORIDA REGISTERED ENGINEER. I PVC PI LIMPING DRNN I oW gu 1. TRUSSE:S SHAH BE ADEOUATE I BRACED DURING ERECTION AND NO CONCENTRATED LOAD I I sao¢=p SHALL BE APPLIED BEFORE TRUSSED ROOF SYSTEM IS COMPLETE. z F3 3.TRUSS SPACING SHALL NOT EXCEED 24"O.C.UNLESS APPROVED BY THE ENGINEER AND 41 9LOPE_L-s._ • C ,W.,"' OTHERWISE NOTED.ALL OTHER FRAMING SHALL BE 16'O.0 UNLESS OTHERWISE NOTED. } I I J gam-- I-o 4.ALL CONNECTIONS ARE TO BE STRAPPED OR SECURED FROM FOOTING TO TRUSS. I I o° o S.ATTACH STRAPPING TO JOISTS AND STUDS AND ATTACH HURRICANE ANCHORS 70 EACH END OF v,8 j EACH TRUSS ALL ANCHORED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THI I I tga��n 5a D S 6.RA15/32GPLYWOOD ROOF PANELS TO BE STAGGERED AND NAILED Wild NAIL S.4'O.f..EDGES AND 6" } I I reo 52 O.f.FIELD. J = 7.GIRDER TRUSSES TO BE SUPPORTED BY(3)POURED VOIDS AT EACH BEARING POINT UNLESS NOTED m zo 8.FRAME WALL HEADERS SHALL BE MADE OF A TRIPLE 2"x 12 SYP 42 W/10"PLYWOOD BETWEEN. m 9. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE,STRUCTURAL GRADE e2 KILN DRIED + I-------- I rV u '-' - WITH A MODULAS OF ELASTICITY OF 1,400,000 ps.i.OR BETTER. • v- - - 10.ALE STRUCTURAL FRAME MEMBERS EXPOSED TO THE ELEMENTS SHALL BE PROPERLY I m WEATHER.PROOF ED IP.T.1. ,1�- - 22 8 -X-- WIND LOAD INFORMATION BASED ON CHAPTER 16,2004 FLORIDA BUILDING CODE N - - - :IV O ., DESIGN BASED ON THE FOLLOWING, I 1-4 1 1.1'X24' 1. Basic Wind Speed-130 MPH I.LGEND �S7 2.Vend lmpoll Eelactor-II FOUNDATION PLAN-DIMENSIONS SCALE:114'••1--0_ _ f00TER L3.Wind I xposure-C .A CLEAN OUT 4.Applicable Internal Pressure CoeTicienl-• 0.55 PVC 5. Components and Cladding to be Designed for Wind Loads as Follows: at 3 PS/ CERTIFICATION Mean Roof Height4•PvY -25 fact DRAWMC ROT VALID WITHOUT STGNATUNE. EFFECTIVE WIND LOAD Building is designed as a partially open structure: DATE AID EMBOSED SEAL Ns...1 • DENOTES POURED VOID WITH 0 5 0 VERTICAL WIND AREA PSF EACH SIDE OF OPENING.3 EACH CORNER THIS DRAWING WAS PREPATCD eY ME AS 1D SD FT •3ti.a •19.2 ASJrart w•e-TI1T'xa••4'xearl•'8(4.4SI-Le son PROFESSIONAL ENGINEER AS DEEMED M SECTION AN-Asxlr•as4.o••3•xtsl••1•NV•rxr)•LEExe 1,254 so n AND 4'OC MINIMUM. NEW DUPLEX BUILDING 4f TARS 10CIIA(EL'LOMITA STATUTESNCOAWLIANCE 20 SO FT •35.1 46.0 career nt.s sn N.Ao>1./0AD �.•. WITH CHAPTER%2004 IOC,BASED UPON MY 50 SO ET •72_9 41.5 Meru2 •• DENOTES PLUMBING VENT Clifton 1.1ln FOR W3 DEVELOPMENT GROUP ACCORDANCE DANCEE W OMMONLYAACAHLI CEPPTEDM AND OVER As Root moll•»2 san•awin "':'_DENOTES BEARING WALL AND SHEAR WALL FOR ENGNE✓l�t PROCEDURES oDllslsrANT SWTn ARM CABLE Where•-Actin toward;•-Acting Awe - j No.600t•SIMe d FlOrids Cape Canaveral,FL. STANDARDS a PRACTICE.MVSIGNA7UPE AND 9 Y KIN A9Cl2••irrac L21ri1241-3.lusgn ' 1642 S Banana River D• eatuNOTED FOUN aaWTO(XG- SEAL DO HOT PEPPESA I A GIwUN I LE OP AST,Apr-Ju,LIRA-WIZ wnPn is 434 WAPRARTV'emirs EXPRESSED OR IMPLIED. Merritt Island,Flo'Ida 32952 dale s1O1.N PLAN g,��� g Mack CiG I ;32114E3.3565 I *wary lb. sheet W minion 2006.26 2 4 BASIC Clem LL GIN tPEFDu,EL f!, LANDING F I • J`$ +r -Nr r- {-r� CAST0 PLACE RAM 14 BEAM 1 At R001lNE W 2J60 CONT. +•'••� � '`„1` BOLT 18:0C GRABRAIL INSIDE / DOUBLE 7 X 10' ; --d. EACH SIDE >R 1 HEADER +/ p. �'�I.•\�`.1ti� 1.2'THICK STRINGERS. I r -n I I •II , / 1 ', I 1 :h 2'X6'PT- i . '4 _Y -- -GONG RLED I I_ . . LNTEI ELMS W/1 F6 1" \ I_.{,-___ .-__ _.,'t `r '--. CONT EA CELL POURED VOID Wit#5a I INCH MINIMUM NOSING I�'4 9 N. '1'�� i ^l'-T--'[' 1 UTERI.KIK.WI J T -- \\1 , 13 RISERS J I I j„ Iat.rexigRn ]I • 1 7 s a 99 1n �__..,, GARAGE DOOR CONNECTION DETAIL NTS 1 6'MIN . 1 71 .I ) . Ili: 1 1 o f 1 I 11I !' P4r I�,. I 1111111llhIIIII � .` Q [Y--=--"' -2-GONG FILLED LINTEL BLNS - / I RISERS IQ Imo,•f-.-_•_ i•f _-_. 1 I!_�_`--! WI I#S CONTINIUOIIS ,,,,,,iui•1u,,,= 7SH"-301'2- l IY VERT.RENT.N ' 1 IIIiII,•,,,,, I I II I I CONCRETE TO BE MIN. �E{f rw®�iALv I;i ` __ fr3A01 ow 29 DAYS `a r .1, : . MORTOR TO RE TYPE 1F OR S" MIME SIDE VIEW I'1 I I ;T I I; I --- -- -- -- — — -- I I 1I.I I I ,'FI iy_CLERNOIET REO9 fOR (i I . '.'ri' caouT POEM>r ' /-FONIDATEON n , I ( LEGEND -- -- -- -- — -- ------- r .. 1 .. .... f1 ®TXIO'16'OC TIED 4'BACK INTO TRUSSES ____ __ _- __- _ - __- __-___-___-__--__--__-_ /. AND CANTILEVERED .... -...-. .. �J 2 510'16'OC N JC+ST HANGERS _- PARWALLKEBRAMDFTAIL HIS PMTIAL PLAN VIEW NTS 0 -- -- ----------- I n I 'k- I I I I 3.2-THICK STHINt4S II I 12 TREADS it93N--117- 1 II = d'c• t t t I; 0 ' II 13TREADS@ 93.4-•1-NOSE-301'4- �• i' SLOPE 1. Q It t STAIR DIMENSIONS ARE TO BE ADJUSTED TO MEET FIEl D {,rilf91- -I** t� -- _ li I CONDITIONS,BUT 71-<7 RISERS• I TREAD<75" '1_rl=Ili I II I PI AN VIEW t�r-Hh�l �, 3'6' y STAIR DETAIL BETS CANT. , ('J �'��Q �.0. © o I �^ yL 26,0. --,Iy A. I »H 22 B' '4Ow yI 21'd' w 21 1 F I ASsS ROWS m Be &IBA 3•0 I 30 �. 1'0' y. SECTION A.A 8 gK, 't 61168SGD .`� SIDE VIEW NTS / 0 L' v 1 - 1 l _. ov FLAG NOTES 3068 EW7 VI t2 N p1 WOOD BALCONY I-� N 0 2710'HEADER ATTACHED TO UNTEL BEAM W/1/2' Oa a 'J'3OLT WMUT AND WASHER,6'EMBED.16'OC in J - 0 10 5 !sr v r II to ®4)l 4-WOOD POST(SEE DETAIL SH 2) = a o o . lO ®TRPLE 7X10'BEAM(SEE DETAIL SH 2) N ... xi.,.,,, 2468 0LUS28 SIMPSON JOIST HANGER WM 10d JOIST ^a BATH`c 6 100 WOOD FACE x ,..0. a . ©2TIO'16'OC IN JOIST HANGERS co 4,r 3 , 1t'6' 9'6'•_ ®2'7A'DECIONG 2468 Q 42'HIGH HANDRAIL To To ' 0 4 4 9 2'X10'BAND HEADER __ A BEDROOM 1 • I J - v v 14 I BALCONY DETAILS —C19__T T �1O 3o68 �� m t i / _1I2 BATH I / ti h, L— l I I►- - -411111111111110•,.-- I 246s II ,r1r • < — �`�° - I ` L w BEDROOM 2 N E.c� , ., 01►. - _ .o J .10'6' 4 .. 53' 'f 3 6' 4� 3 4• g . .. x 286e m r . `'� \ 4— 2868 M 1TTt L / N b Nil • L.-_- 0 %K.. �� LL'OMAR OF NMI MI%AiTOM t10DA� 4 7 1O -- � NORM AEGE BOM IT TO I -- -_-_ 2868 .'.- Igwl2.5►AM IIMG[BO/IIID -- 99-TO r.r' (2)1110 TOE NAILS J t , 4'6' 3'0' IL_— . (ACNNM WM) 1.1-TOrr I4)14d TOE NAILS ' 36• o � / r4'Totrr (2)lid TOE MKS*' hf N /7'%{'NNOGNEGAMO CO',GUMAN.CLIP - _ - co lTSt2 Al TACKED 17-r TO IV{' 121 NNE TOE NKS* -F EACNEND OF VALLEY (2)KM KRA CLIP g FRAMING MEMBER(TYR' T A ^O ylgg `a ME VALLEY FRAMING DETAIL His IL 2, 1.." BEDROOM 3 W" GIMRAJ Notes: I.ALL IOIFrERsroN2-xr SO.NIL INNESPACED 2ro.C. 0111°. :.RAE TIPS FROM r r TO 11•-r•TO HAVE 2-X 4-COLLAR 9'7 m : 20' 10'6' TIE AT 12 SPAN USE TRUSSES FOR OVER II'SPAM = BATH 3.STRAPS SNOOK AK SIMPSON OR EQUAL MAYBE SUBSTITUTED / 24,8, Y nii m 4 ATTACH RAFTER IO REIGE BOARD PER GNAW m • • v m , J ._mot_.- r. BALOCM HIOW ' m I. Ya000 wMl.BELOW ---1I 2d 8 _ • • b • S BATH I • 9'2' r 2'I 10'6---- - .. u�i \ 1 Itt R o _ m ¢ b t0 T _ BEDROOM 3 u�'i(_v Y ^�� 2868 `� . _ W ?._ ?n I {. 3'6' 4 I 4'6' 9 m 3'0" Ir -- E { ( I.ty 2868 Al--- I _Lu - 1 N S<SIp , T.10' 31 6'S1W- Tr 2868 I .� 10'6' 4_ 5'O' ,1 3'6' 1 3'd _ f BEDROOM 2 tn U 1 I m �..- 2� �n". I ; , 116 '* u 12'1P W ,, 1 I I N I t V2 BATH c I I a CO 30� ID 1 �, .0- 21'4. . i= 3 4 {' BEDROOM 1 0 '• L 4'4- F (\/ I ce -3^ 9'6' 2468 \I o 3djcg v BATH w 2so -Ir= 2668 ...!:rA% , ,, I in E .ntn N 0.> .�. nmml �alg `� A x map IRA; n j.74 'i 16 � r > 1 111�3----N- 5D _0._ \ 3'0" } 6068 SGD j'2 ` wo0)wALLEELpv—_-- LL' 1 21'4' GLASS ILOCRco ,n I' BALCOY.BROW N-4.- h l - - - II v ROOF PLAN SCALE:118"-1'-0" } 22'8' 26'O' ! - 22'8' ------,i IL %•0' 111 CERICATION • DENOTES POURED VOID WITH/5 0 VERTICAL CANT. I AVOIGNOT A LIOVAT KO IIGNAIME EACH SIDE OF OPENING. 3 EACH CORNER DATE AIM MOCKED SEAL AND 4'OC MINIMUM. TINS W W O AVA WAS PREPAIR in ME AS A PROFESSIONAL ENGNEER AS OTFWD N SECTION DENOTES PLUMBING VENT JI+AK(2),MOMA 0•TOTFC IN COMP.Ulla NEW DUPLEX BUILDING 1M TN01 P IER 1a.2004 FOC,BASED UPON MI DENOTES BEARING WALL AND SHEAR WALL LI ON L C/A FOR W3 DEVELOPMENT GROUP AN GAKED E.WORTII4O i TION AMTEL C)TT IN PROFESSIONAL EA1CA1lEHt PROCEDURES CONSIST ANT WAIN APPLICABLE No.609/-State olHodd* Cape Canaveral.FL. STANDARDS Of PRAC TICE.UV SIGNATURE AND FIRST FLOOR PLAN-DIMENSIONS SCALE:114"=r-0" SECOND FLOOR PLAN-DIMENSIONS SCALE:114-=1'-0- 1 1642 S Banana Prvereu scale:NOTED DIMENRN �drawn:CIG AL DOIroTAEPRESENTAQUIMNT@OR Menai Island.Flo;da3:952 ON & emouse PLAN wreck:CLG WARRANTY ERI[R EXPRESSED OR OAR ID. (3211453.3566 *worm No. slum d rMSNNI 2006.26 3 4 BASIC C*RTL Gur.PE OMRL NMAK • ELECTRICAL DISTRIBUTION PANEL CIR DESCRIPTION V A CIR DESCRIPTION V A 20 NC COMPRESSOR 240 50 19 NC BLOWER 240 50 VEN-TFRU ROOF(TYPICAL) 13 17 EMEND 1•0'ABOVE ROOF l �f© IZI SCA ;� STOVE 240 50 73 DR'ER 240 50 t vE Q cart VENT-IT, C 91 rn�GEn 12 LTS&RECEPT 120 20 11lit WATER HEATER 240 40 U QQ 112-PVC 10 TS&RECEPT 120 20 9 © t17 5 t (2) 2'PVC 8 LTS&RECEPT 120 20 7 LTS&RECEPT 120 20 iE ' T� ne ��008® 3 Pvt 5 _TS&RECEPT 120 20 5 LTS&RECEPT 120 20 i J ® '. pe r PVC PER FOOT—N. I `'� T SLOPE 1A3- 4 LTS&RECEPT(GPI) 120 20 3 LTS&RECEPT(GE0 120 20 PER FOOT—+ n 2 SPARE 120 20 1 SPARE 120 20 SOIL LNE� _ {� O3 -50 AMP 120/240 VOLT SINGLE PHASE MAIN BREPKER F WASH 7 'sr FLOOR IIITI l //. GRADE ® U lA-I TO SEWER 11. FPL METER _ SLOPE Mr FOOT-4. WASTE SYSTEM O�13 TO HOUSE" CIRCUITS PLUMBING DIAGRAMS NTS 3-a 14AW311$Ncu ' N 1 1 N'COP BARE 12 MVO UNDERGROUND CND TOEAJUN SEIMCE ELEC IRICAL NISEH 1 ALL ELECTRICAL INSTALLATIONS TO BE IN ACCORDANCE WITH TIE NATIONAL ELECTRIC CCDE 2 USE ROMEX 3 WEE THW COPPER CABLE WITH GROUNC-AWG NO 12 FOR LIGHTS AND AECEPTICAL CIRCUITS,NO 10 FOR WATER HEATER AND NC COMPRESSOR CRCUITS AND NO.8 FOR STOVE AND BLOWERMEATEP CIRCUITS 3 WRIN3 NOT WITHIN COVLRCD WALLS OR CCIUNG3 TO DC IN PLASTIC CONDUIT 4 BEDROOM RECE"TICLE OUTLETS TO HAVE SPARK APRESTORS ELECTRICAL DISTRIBUTION NTS es I V I�GFl IQ �5\ 11 1 u .:n�'i. , cmo 1 =y '211\ � 1,11.1.11. N V as p ce ail ITIDS ,a ``j$ VZ. .AI�R5� _— 1`�/7 [ �S m • aEYAtED &i. '.4 0 l 1 — rS GPI O Q 1 PEAR 1 I �� I C!- iO 'I �• -'• — I ERAO AAVAICW-40 + / ..___.\..._ j • — n � I _ J - Q*v e-:ITp�Ii +H ...- i .4..w1'0./7@DLs� +y fff J.e b • gf Er —� — .< t _- Ii __ t c drrA" ei —1 BRY • —, — STAQ ha Ta ..... 0\re- LLECTRIC LEGEyO : : 3S SWATCH Tea - % ' SWITCH 3WAY 6120VEp AAV 111 V d 8 `------' I 0 L..--) 'cli > 05••• r 6 myyso v.. 4��' S W W — r - I -- I u 4,...A — ®R'CESSED LgF•T Il 1 C/` Q�E(H4/ST FAN lH \ -. CJ: rQOW FAN VA1H UiA,i \ �� n FL000 R T 01204'20 AW ._........:5. _,,, {( N> OFI FAULT A L T INTITRUPE I GROUP hb b - _ — AO CUTLET ARC Ma,1PT AT 50ip 440rE DETECTOR \V1f • IV MN', .WAo. � P uin ♦ WOK 1401 - ar A 1m w 5@ STAn k` m I+ --i2 T \ o E -44 El' j '• ■i ! I—S —— • B' LOAD ITEM KVA mm mm f 2 44E«\ t888SOFTQ3VA 57p ' ' - SMALL APPL CRC 30 '� F_ A VSIW LAUNDRY CRC 1 5 C v Cii d' — RANGE 100 _ F WATER HEATER 45 Eil5\\ 6 E: / DISHWASHER 12 1 ` A \ —41' _ - DISPOSAL .8 \T RE-RIGERATOR .6 77 >_. Arc&I ICATWG 1Qp- I w 7.- ?�� 9 TOTAL 37 i (MC 44 OVER) FIRST ID KVA•1X%- 100 1 _ j1N _1 Ra — REWUNDER•40% = J.0- -O 0 I I N TOTAL 20 8 ea, 1-4,8-) i�J 4' : 0 CAC ■ 4 4 y� p,800 VA-240 V= 87 AMPS 1E0 SERVI vl$ "3 se'Elevar0C 4� , USETRI AL DEMAND O �' \ � O ELECTRICAL DEMAND CALCULATION (OPTIONAL CALCLLATION FOR ONE I. FAMIL"DWELLING-HEAT A NC) a I. �1D MI g j =W— 1 0 Kul i.n,n.iii.,ii,i,Winiiii •.AC UNIT TO BE 2 12 TCN,SEER 12 WITH,0 KW • :. • HEAT STRIP DO.ODD BTU ! \L. _ m Illil�rnnnrmnrumuruil '� 2 At DUCT IS FLEX DUCT A it_cno FIRST FLOOR PLAN-ELECT.& MECH.SCALE:1/4"=1-0•' SECOND FLOOR PLAN- ELECT.& MECH.SCALE:114'-1'-0- o DENOTES PLUMBING VENT ........DENOTES AIC DUCT CERTIFICATION DRAWN.H01 VAIO VA MOW S14NA 1 i iHI. BATE NM EMBOSED SEA: IRIS IWAVARG WAS PPKDARIO EN ME AS A PROIESSNINAL ENGINEER AS MIND N SIC INN, NEW DUPLEX BUILDING WIENS NI.ILwAEwSumILSNCowLINH:E WITH CHAPTER M.2004 FBC,BASED UPON MY Clifton L GUn• FOR W3 DEVELOPMENT GROUP �' "L M low a10//I III lr,ANein'H PROFS SAONAL 9FGNEFR IHMCEOHRES ONTSISTANT W Di Arrl ICAHI I No.60W'Sate of Florida _ Cape Canaveral.FL. ST AWARDS Of PRACTICE.MY SIG.,INS MO 16423 Bar and River Cr Same:NOIED ELECTRICAL drawn COG SEAL DO A.''.'.."A'A"AAAM,EE OR MerrM!Nand,Flon0a 32952 dale:EIOIK &MECHANICAL check CIO WARRANT,'fDI1f Ri%rRlavnoa wn uD. (3211453-3565 -drawing/M. *heel M revision 2006-26 4 4 MASK: con.Lv.G0N,.Pt MILK mwe "��� --SIP -ice -... ...- - illINNINMTr