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HomeMy WebLinkAboutFirst Floor PlanPATTERSON RESIDENCE 15 CROWN -COURT FORT PIERCE, FL. 34949 32'-11 5/16" 12'-6 7/16" 5'-6 9/16" 18'-2 3/4" 21'-4" 3'-1 1/2" 7'-6 1/2" 7'-6 1/2" V-1 1/2" GENERAL NOTES 1. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE CONTRACTOR/OWNER-BUILDER O IS KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES. 2. THE CONSTRUCTION/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ROM S F N R A 7 0 ANY DISCREPANCIE SHALL BE BROUGHT TO THE ATTENTION 0 THE DESIG E S ND ENGINEER PRIOR TO CONSTRUCTION. 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/OWNER-BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. to 2•-0" 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE - DO NOT SCALE DRAWINGS. _ r - - - - - - - - - - - - - - - - - - (TYP) 5. FLASHING SHALL BE PROVIDED FOR FIELD CONDITIONS. j I I 6. MOISTURE PROTECTION SHALL BE PROVIDED BETWEEN ALL MASONRY AND NON-PRESSSURE TREATED I 7. ALL ONAILSRSHOWN SHALL BE CORROSION RESISTANT COMMON NAILS TYPE UNLESS OTHERWISE NOTED. 11I�0 HURRICANE SHUTTERS PNTEDLON BACK SIDE OF BEAM POP-3 I MASTER BEDROOM I 8. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS LISTED. ,y $� *COFFER CLG TO 10 -8 I 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN ON THE DRAWINGS. 12' PREC�SrfLINTE�. . _ o ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT. TO THE ATTENTION OF THE ENGINEER \ • - - - - - - - LK BM lTr-r 3 PL o BEFORE STARTING CONSTRUCTION. o I 10. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING SCREENED PORCH 1 �' I o SEVENTH ADDITION. all GONG SLAB 'PA 11. THE CONTRACTOR SHOULD HIRE A GEOTECHNICAL ENGINEER TO RECOMMEND SOIL IMPROVEMENTS ERA COVER I 1 REQUIRED TO OBTAIN THE MINIMUM SAFE BEARING CAPACITY STATED ABOVE. • *STUCCO OLG VER.PENS- GLASS & x3 WD o I I 12. CONTRACTOR SHOULD INSPECT SITE PRIOR TO CONSTRUCTION FOR UNDERGROUND AND EXISTING UTILITIES. • 00 CLG STRIPING 0 16" w I I 13. CONTRACTOR SHOULD LOCATE EXISTING WATER, SEWER, & ELECTRICAL TIE-IN CONNECTIONS. *SEE NOTE #32 0 0 14. ALL DIMENSIONS ARE BASED ON "NOMINAL" WALL THICKNESSES. r° m r I 1 I I 15. ALL CEILING HEIGHTS ARE TO BE AS NOTED. 14'-9 7/8" N 21'-5 7/8" a L_ - - - - - - - - - - - - - - - - - - J 16. ALL WINDOW HEADER HEIGHTS ARE TO BE 8'-0", UNLESS NOTED. 47. ALL EXTERIOR WALLS ARE TO BE 8" CONCRETE BLOCK (C.B.S.) UNLESS NOTED. I 2'-3 7/1$" . w 0 w 3'-4 1/4" 10'-2 5/8" 4'-6" 18. 19. ALL INTERIOR WALLS ARE TO BE 4" WOOD FRAME, UNLESS NOTED. 1"x6" P.T. WOOD NAILER AT BOTTOM OF C.B.S. WALLS. m T-2 1/16" 5'-4 3/8" _ woc> bra 10'-8 15/16" 10'-8 15/16" 01 `" " "" 20. NO ROOF VENTS ON FRONT ELEVATION, IF POSSIBLE. R&S FIXED 21. PLACE 1" WOOD SPACER UNDER ALL POCKET DOORS. * - - - - - - - - V) 22. ALL ANGLE WALLS ARE 45`, UNLESS NOTED OTHERWISE. 0 WICL I TILE TO a o 23. MAINTAIN 12" (MIN.) SEPERATION FROM HOUSE WITH IRRIGATION HEADS. Od - *1 -0 CLG I-4- th - 24. PROVIDE FIREBLOCKING AS REQUIRED IN R302.1 FLORIDA BUILDING. CODE (F.B.C.). �6 a o ,00ao ws O I <HAND 00 o¢ 0 25. LENGTH OF DRYER VENT SHALL COMPLY WITH F.B.C. M1502.4 o �� o. 5" RISER To SLABV y \, I PE I HEM a� 26. WOOD BLOCKING AT MID -HEIGHT ON INTERIOR WALLS. * *DINING ROOM • 6 • 0 I o 0 27. VENT ALL EXHAUST FANS INTO SOFFIT. COMPLY WITH 2O20 F.B.C. M1506.3 y 1 12'-0' CLG ! L - _J m = 1 28. 7/8' THICK THREE COAT STUCCO IN WOOD FRAME AREAS. z ^ I W o ^ 29: VERIFY WINDOW & DOOR MASONRY & ROUGH FRAMING OPENINGS WITH WINDOW &DOOR SUPPLIERS. - - - - - - - - - - - - - = a1 I� I® I 6" RECESS 30. WOOD TWO PIECE CROWN MLDG (VERIFY LOCATIONS) r - - - - - - - , 1 �1 o 1� I - - - - - - - - - - J 31: LEVEL 4 SMOOTH DRYWALL FINISH WALLS &CEILINGS. yg' 9 �i0 yl m I vY� o I I M bcy 1'-O" R&S 32. USE 20/20 "NOSEUM" SCREENS ON SCREENED PORCH. IF Tn1 aZ' I i� 2'-8" WINDOW SCHEDULE DOOR SCHEDULE CLG 6•.RECESS I I I cV �. +Z„ \ FLOAT VANI z_I N ❑A 3-1x1-10 RECT TRANS IMPACT 1D6-Ox8-0 FIR DRS IMPACT \ I I ^ A/C CHASE MASTER BATH �I I © (2)2-Ox2-0 SO TRANS W/MULL IMPACT ©16-OXS-O OHGD 5,-2" 1 5,-8" 10'-0" o r 6 0 (i i N BLK WALL I GREAT ROOM I ;I VERIFY) *10'-0" CLG �'e ©(2)2-ox4-o FIX W/MULL IMPACT Q3 8-Ox8-0 OHGD rn �'I �1 1 POOL I m 1 *COFFER CLG TO 13'-6. 1 awl I Q��J. 9/ ^ Q i *10B LG • 1 0 I I o. �a� 3'-0" 6" 3'-10 3/16" 01 /O O\�V ❑D (3)2-Ox2-0 SO TRANS L IMPACT IMPACT ®2-8x8-0 DR IMPACT '071_ ❑E (3)2-Ox6-8 FIX W/MULL IMPACT. 503-Ox8-0 FIR DR IMPACT CVO 1 13 1 Ewa ® ° FRE DN N IN W rbo ❑F 2-4x6-0 CASEMENT EGRESS IMPACT ©20 Ox10 0 ACCORDION IMPACT \ O\ I I o LL W I w � O r1 ©2-4x3-0 CASEMENT. IMPACT (Z) 10-Ox8-0 ACCORDION IMPACT o¢w ❑H (3)3-Ox8-0 CASEMENT W/MULL IMPACT ®2-6x8-0 SC MDF I �fN • • • ^ • • i ❑ 4-Ox2-0 RECT TRANS IMPACT 902-4x8-0 SC MDF �L CLG TRANS J❑ 3-Ox6-0. CASEMENT IMPACT ® 2-Ox8-0 SC. MDF I I LINEN ❑K (3)2-Ox8-8 FIX W/MULL IMPACT ® 2-8x8-0 SC MDF 20 MIN *VAULT CLG n ©2-Ox6-0 FIX W/MULL IMPACT ®2-6x8-0 SC MDF PKT I I v "' ❑M 2-Ox8-0 FIX W/MULL IMPACT ®8-Ox8.0 SC MDF BI-PASS 5 SH @ 2-Ox10-0 FIX W/MULL IMPACT ®2-8x8-0 SC MDF ..... ..: ., , " , , ,. •HB 1 - 00 (3)3-OX6-0 FIX W/MULL. IMPACT ® 2-48-0 SC MDF PKT 'j, O v® \ \. o .KITCHEN I. d- oal IN LANDING 1� © (2)3-Ox6-0 CASEMENT EGRESS W/MULL IMPACT ®2-Ox8-0 SC MDF PKT co _ 3 1 ti \ - • *10 0 CLG `o 1= '12 -0 CLG I I cV I oI 3 8' 4" cV - co © 2-6x6-0 FIX IMPACT r1 yy3A,LLIMMMTTT7/8" l� �e 0 \mti _, u.,...'; U h io �E L. - - - - - - - -. - - - - - - - - - - - - - - J. io. P 24 cv�i n HASED RP,IL .� ® 2-Ox2-0 FIX IMPACT. pp�� - - - - & H 0 N,V 1 *12'-0" CLG ISERS E �%/2 o S❑ (2)2-Ox6-0 FIX W/MULL IMPACT y !`�C�GVG ^ . \ _ • COFFEE - - - - 00 8'OF�FWDWS . _ * FOYER ° SET o° s °nFwOWs . -17 THERMADOR e o 12'-0" CLG o ® CHINE I REFRIG ( - B I ❑D l \ _ %4MICR0 (VERIFY IC ❑A _ L _ LINE LOC�� 0 0 P]C N 10 N FIXCNI • , 2' 4" 2'-4. 4" WD B4 Rs -SEE D/2 6-10 11/16" 6'-10 11/16" ELflenN-UIr��4gL�9�EgF- �s \ ( I-----, I 8RDWLI MT LTS V-3 1/16" 4'-8" I -4' -4 13'-9 5/16" 12'-0 3/8" 3'-1 1/8" IN ATTIC I I 6 -8" _ cc L- - J I00 2'-5 9/16" V-9 7/8" f j CI R - �(i+0"W FIRE RATED �p UN C, i0 I M1Y DISSCST�AIRS I n\� 2 S. • \ 'LWOPE O I GARAGE *12'-0" CLG • \C"P *A IQ STORAGWDE TRUSSES W/ \ I 3/n4 T&G PLYSUBFLOOR I � k- 4 4 P 6 I " I 00 a I 10'-0" LO r�� m� w 4 �FF-- " WA_TERRE I \p ACOLD 'o 4'-9 1/16" TO RAIN WSR GAUGE ro j W \ Ud DJ C ND If) WISC SET TOP OF WDWS N m MCI i0 uF 7 1 /2 CONC Q CURB (TYP) ❑E NOTE: MAIN PLUMBING DRAINAGE LINE OUT OF HOUSE TO SEPTIC SYSTEM 9'-2" ,9,-2" TO HAVE DIVERTER VALVE FOR FUTURE CONNECTION TO CITY SbE R. LOCATION DRAINAGEDRBER E TO BE DETERMINED �/ �\ J.P" ' �.1 - O` i q 13'-7 3/8" 4'-4 9/16" 11 90'-7 1/16" CF .......... This document has been signed and sealed by: O O O O O O O O O OA MICHAEL A. KALAJIAN I V PE 60133 587 WEST EAU GALLIE BLVD SCALE: /4» = I .-O., SUITE 201 MELBOURNE, FL 32935 C.B.S. WALL LEGEND ALL MASONRY WALLS ARE SHEAR WALLS F. FLOOR LIVING: 2019 S.F. 15 COURSES The above professional Engineer S. FLOOR LIVING: 1098 S.F. shall be responsible for the p TOTAL LIVING AREA: 3117 S.F. I I I I 1 23 COURSES (REMAIN AREAS) following sheets. Engineer GARAGE: 737 S.F. certifies structural design only. ENTRY: 6 S.F. WOOD FRAME WALL LEGEND SCREENED PORCH: 271 S.F. WOOD FRAME NON -BEARING WALL REV: 10-28-21 TOTAL AREA: 4131 S.F. ® WOOD FRAME BEARING WALL DATE: 5/24/21 FILE NAME: FLP PAGE 1 OF 6 5 1/4" WD COL CROWN MLDG OVER 3 1/4" INV OGEE BASE F7'-O t i /'I R" WINDOW SCHEDULE DOOR SCHEDULE SECOND FLOOR PLAN 0 3-1x1-10 RECT TRANS IMPACT Q 6-Ox8-0 FIR DRS IMPACT SCALE. " > " /4 - -0 0 (2)2-Ox2-0 SO TRANS W/MULL IMPACT (2)16-Ox8-0 OHGD © (2)2-Ox4-0 FIX W/MULL IMPACT d8-Ox8-0 OHGD D❑ (3)2-Ox2-0 SO TRANS W/MULL IMPACT ®2-8x8-O. FR DR IMPACT E❑ (3)2-Ox6-8 FIX W/MULL IMPACT 05 3-Ox8-0 FIR OR IMPACT F❑ © 2-4x6-0 CASEMENT EGRESS IMPACT 2-4x3-0 CASEMENT IMPACT ©20-0x10-0 ACCORDION IMPACT Q10-Ox8-0 ACCORDION IMPACT C.B.S. WALL LEGEND ALL MASONRY WALLS ARE SHEAR WALLS Q (3)3-Ox8-0 CASEMENT W/MULL IMPACT ®2-6x8-0 SC MDF REEMMMMM 15 COURSES I❑ 4-Ox2-0 RECT TRANS IMPACT 09 2-4x8-0 SC MDF JJ 3-Ox6-0 CASEMENT IMPACT. ®2-Ox8-0 SC MDF 23 COURSES (REMAIN AREAS) K❑ © (3)2-Ox8-8 FIX W/MULL IMPACT 2-Ox6-0 FIX W/MULL IMPACT © 2-8x8-0 SC MDF 20 MIN ®2-6x8-0 SC MDF PKT WOOD FRAME WALL LEGEND QM 2-Ox8-0 FIX W/MULL IMPACT ®8-Ox8-0 SC MDF BI-PASS WOOD FRAME NON -BEARING WALL N❑ 2-0x1O-o FIX W/MULL IMPACT ®2-8x8-0 SC MDF ❑O (3)3-Ox6-0 FIX W/MULL IMPACT 92-4x8-0 SC MDF PKT ® WOOD FRAME BEARING WALL © (2)3-Ox6-0 CASEMENT EGRESS W/MULL IMPACT ® 2-Ox8-0 SC MDF PKT ® 2-6x6-O FIX IMPACT ® 2-Ox2-0 FIX IMPACT SQ (2)2-Ox6-0 FIX W/MULL IMPACT FIREPLACE DETAIL-A,/2 NO SCALE NEWEL POST BALLUSTERS - 4 INCH MAXIMUM WD HANDRAIL (SAME HEIGHT) OPENING WD HAND IL 34" TO 38 HIGH �G (3)2"X12" SYP STRINGERS / /RISER-7 3/4 INCH MAX. /E1 I WDLCAF 10" INCH MIN. TREAD EXCLUSIVE OF 1" NOSING (3)2"X12" SYP STRINGERS ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE SURFACES PROTECTED ON THE ENLCOSED SIDE WITH 1/2" GYP. BOARD. FBC,R311.2.2 STAIRWAY DETAIL B /2 N MT„ HAkRrjJL 34 TO 38 HIGHd (3)2"X12" SYP STRINGERS 7 3/4 INCH MAX. . TREAD 1" NOSING (3)2X12SYP STRINGERS ENCLOSED ACCESSIBLE SPA.CE UNDER STAIRS SHALL HAVE SURFACES PROTECTED ON THE ENLCOSED SIDE WITH 1/2" GYP. BOARD. FBC,R311.2.2 STAI RWAYo SCALE DETAIL C�2 WD 2"x4" 3/4" PLYWD SPACER RIPPED PT WD 2 "x6" �I W/(4) 1/4"x3 1/2" 'l T PC N SCREWS m WD 2"x4" PLAN VIEW RIPPED 1PT WD %26" 1/2" PLYWD SPACER T PCO6)N SCREWS 2"x4" WD BMS SIDE VIEW 4" POCKET BEAM DETAIL D/2 NO SCALE TOP -TREY CEILING 12-0"CEINC 10'-0" TOP-OPNGS ` %%%11111111 l STA Q Ir ��/� ti This document has been signed and sealed by: MICHAEL A. KALAJIAN PE 60133 587 WEST EAU GALLIE BLVD SUITE 201 MELBOURNE, FL 32935 The above professional Engineer shall be responsible for the following sheets. Engineer certifies structural design only. Outdoor Grill Enclosure Ventilation WARNING WHEN INSTALLINGTHE UNIT YOU MUST BE AWARE OFTHE ENCLOSURE / VENTILATION REQUIREMENTS;YOU MUSTVENTTHEUMTYN ACCORDANCE' TO YOUR OWNER'S MANUAL. FAILURE TO DO SO MAY RESULT IN A FIRE OR EXPLOSION CAUSING PROPERTY DAMAGE,SODILY INJURY, OR DEATH. Ventilation Requirements; • Minimum 4 openings (2 per aide wall '.spaced at min.9a tlegnaes) 1 •-" ` " _ ""' - mr • Top openings' within 5" of countertop (see illustration) -, Bottom openings: wltttm 5 of boor (see illustration) Y 1 5„ r • Each vent opening: min 10sq: In. of tree area in 1 , I 1 r 1 t 1 Vey Ben min (4 t m s,i."n.ofiiee 1 � Min. t. areamin.leadq r , i tr IG4es. dry t Ski arena d� max r r end pp hZe at all since t I t _ exit snows. �ple ' n is ons po to t0 sse nNP venting le PN 5510-01 . Contact a sig P 9 Perre ( 1 your tlsaisr. Your desig may ry FORYOUR SAFETY, you must providethe openings. .listed here for replacement air and ventilation of the • s min, dezrei hetwaes all so, openings grill enclosure (in case of. possible leakagefrom and any items outside of enclosure gasconnections or L.P. cylinders), Failure to do so • T1 mid. clearance between all vent openings may result in a fire Or explosion causing Drone end any .items within enclosure ,damage bodity injury, or death � When an L.P. cylinder is used in the :enclosure, additional requirements exist, see the owner's manual HdH SEE OWNER'S MANLALFQR COMPLETE DETAILS minmin: ON ENCLOSURE 1 VENTILATION REQUIREMENTS I1 I vein I I: dime vise).. aPalingi J ROBERT H..PETERSON CO... 14724 East Proctor Avenue City of Industry CA 91746 ' REV 0-17n!81255 1 L-C2-543. DuPont'Tyvek° weatherhation ProduSts -. iG.Lf �r114. n aa.awea :- .m. +r a oupsaP" Tyyek'" Wamidtrallon Pmduars j: (IIIM1'T; r�nma aa9 a m essay r:a. m Residential User's Bulletin � "'° '9 a1Pa R@SidaaLlal.USar'S RnIIeLin - r wpe •hetll ie';: Field Installation Examples GW Ylmnrtae.Mw pa p6erypMCWI nl Bryce Tyvek. 6u dd � usxp'.'R IM WN .:41 II Field Installation Examples Tyvek'. Sm403$ontaPunz-:9am Pon•U�Ikm Mjs. fm•9mt sml WMd—..SallNAMeYYRa jplPonlT7Y+a1"W'r. a»Mnien 5NP1:. w„ YI' ni ? _ _. ter-. n4 A^h se aT mw 4 nts a:cwnerv5anl weal:�: eF er rm... + ✓. Ui1�V'.t _ .4vem .un uxibw �..evm .?. ;'�:. .. r'-".... .rca-:.- cme •I.ireao�.. r✓"`) -m.�. ., sew I :IY.wN wort � c., '.;s rce w+e ,. M ':' '(Y" >.:'r.�.4.L .etwem�.;l:•- ii mL°4 L¢"s sin' .'C'f tiT ^^m^MW f.•peeeu •Cmmtsger 5eMMmstlluiEYn. �r � .,-�JYp+.� .WJ !yam,"'I S... 1 Y {W I N9 Yxe-it '•I -":3f Fm.S� CV'T ve. L :•fib 1! te9`y: riaM 1 Se `ar -.rvY. }�. -r.o-tttt. s•D". { ry,/ ✓ .}'- i 1 h m:.,l Uv^P 9Y1 r"' ive a / t L,f i MBM wm]u d4tlM0. f�' f ( L N nA:e mN getµ A •a wvrcfepelx >Ma 1Nn" ex 'I TUM +� d�'''�glr u9r..4:S dm'.e. '}_ V- M1rt � I Intivn h !a y i .. 0 •wrY :IE:v N rt. iN^9 2 Ys "�.Sa a]M rgre'�Y T'ry eWF: �S f1n e" rut lNW s xwal �n iuetl "^f&<'it f H%^.' yr ;' b4 a'd ,y e:. .5 .e },y L`•� .•I � n•^9 ddm.�:,.lrx-awwl.,r 5a am �': ¢ Ntl rz" {a"M:me s"I u elx^5 rciced otio•.isaG �vry p:e }'ti r :rvi l.abr:e Wtutln4i •-+F � Bp ..: ia9 0u4A fpr'e +. yLnT R t } +x. 2:'. i f rc zlfrca�ny=. .. .nWfi mxwa nail ,�, ad. .s OPnarx. w.•..0 ux sycic.. `� �+ � Wien Bowm awes[ aW Gn rd5l w4� ..ryl aR �'� n u:IM IY.W' �mf Lahr LA"VNR � ,c +^, a san+a�goa re'r:"•dmr•i; c s +.a wl cite.. •. WaE9ry wJ Y xiC xm _ dta� tp%n :. n.. F1 rn:0.. al&xg. fipnn R.- K#i an. 4.Y'm Yid 4AA0lWWlu':,1A i `+'� I 6n Wa.+narvY � .. fu' KKMTa. eNui:.i MtM+l fren%ebWrtdonirmfalktl/.IIer WRB nbtm na.`ly ry aP �� e Mtltl Knitlngaf ClmlCmBrransltlw 1"ipiroxl /�/ NCI WeY I � Repartlrg lears/Xdm wiM1awRa NAal.mvll� .IIY¢' IdR �i V -ley tan. Yymli rl 5�. Mf broasscee�5 l A i tl N liry 1 �yrry. M... a'.... Shmi w.,.. 4{L m mP' J 1@ y I RNLun tlf x:+g5vsv^.m:P�... _.-....., _. .t� I'tl s�J 1 xrM+r ramo-:: re=�oaew• sBaraama. 2"x6" PT WD—CONNECT W/ 2 1 "x8" J—BOLTS 2 3/4" TAPCON SCREWS O 2 � @16 O.C. (STAGGERED) 2 11 x6 11 PT WD . SUMMER BAR VENTILATION TYVEK DETAILS GARAGE GOAL POST DETAIL NO SCALE NO SCALE NO SCALE PRE—ENGINEIRED WOOD SEE ELEV FOR ROOF PITCH TRUSSES 24 0. C. 5—V CRIMPED METAL ROOF —SEE STRUCT PLANS FOR SHEATHING REQUIREMENT SEE STRUCT PLANS FOR HURRICANE STRAP REQ. R30 ICYNENE SPRAY— ALUM. DRIP STRIP :;• a' FOAM INSULATION 25 2"X6" WD SPF PLUMB CUT SUB FASCIA CEILING 1/2" CEILING BOARD ALUM FASCIA POURED LINTEL BLK BM.- 2"x6" WD SPF PLUMB SEE STRUCT PLAN FOR REQ. CUT SUB FASCIA 23'-4" PRECAST LINTEL ONLY TOP—WDW ONLY OPENINGS NON—VENTEDD STUCCO SOFFIT W/ENSGLASS & 2 )�4" WD RETURNS ® 24 O.C. VINYL FLANGE WDW: 1"x4" BUCK STRIP & CAULK —1/4"x2 3/4" TAPCONS ® 12" O.C. ALL SIDES FLEXIBLE MASONRY WATERPROOFER VINYL FLANGE IMPACT WDW FLASHING SEALANT ® ALL SIDES OF MASONRY OPENING PRECAST CONC. SILL WD SILL & APRON 1/2" DRY WALL 8" CONC BLK 1X2 PT WD FURRING SEE ELEV FOR ROOF PITCH R4.1 FI—FOIL INSULATION SEE STRUCT PLANS FOR WOOD BASE OVER STEEL REINFORCED POURED 1x6 PT NAILER PRE—ENGINEERED CONC CELLS (2)2"xB" PT WD LEDGER BD TWOD HE RO D RAISE OE L 3/4 TBLG ALI�LAWTEC SW:BFLOORING W/toil COMMON NAILS ®6" O.C. SEE ELEV FOR ROOF PITCH A PERIMETER, INTERIOR EDGES, &FIELD. GLUE TO TOP CHORD OF 5—V CRIMPED METAL ROOF —SEE STRUCT R30 ICYNENE SPRAY — ALL TRUSSES W/APA SPEC AFG—Ot ADHESIVE. PLANS FOR SHEATHING REQUIREMENT SEE STRUCTURAL PLANS •••. FOR CONNECTORS 15'-4" FOAM INSULATION FN.FLR PRE—ENGINEIRED WOOD FUR. TRUSSES 24 0. C. :.: • .:: SEE STRUCT PLANS FOR ::.:.::•:;.;•: HURRICANE STRAP REQ. <^`• '•` ..... ...... POURED LINTEL BLK BM. ............ ..SEE .STRUCTURAL PLANS I 5—V CRIMPED METAL ROOF —SEE STRUCT " PLANS FOR SHEATHING REQUIREMENT PRENG WD FUR TRUSS FR30OAM ICYNENE SPRAY— ALUM. DRIP STRIP U_ E :::: FOAM INSULATION ::::: ;.;;.;••::: ::.::: RAISED HEEL SEE STRUCT PLANS FOR ALUM FASCIA .... ...::: HURRICANE STRAP REQ. .:::: • .::::: • ::...: 12' 0" CEILINGS :.::: • 2"x6" WD SPF PLUMB ALUM. DRIP STRIP 10 —® CUT SUB FASCIA 10'-0"Ql 1/2" CEILING BOARD TOP OF WALL TOP OF�WALI NON—VENT//EED STUCCO ALUM FASCIA & FFIT %DERETURNS 1/2" CEILING BOARD & 24 O.C. 1/2" CEILING BOARD PROVIDE DRAFTSTOPPING PER R302.12 —MAX 1000 S.F. OF CONCEALED SPEACE 2 x6" WD SPF PLUMB 8' 7/ 8" THICK 3 COAT STUCCO 8 " CUT SUB FASCIA TOP OF WDW OVER PAPER BACKED WIRE LATH TOP OF WDW & TYVEK HOUSE WRAP NON -VENT D STUCCO_ POURED LINTEL BLK BM.- POURED LINTEL BLK BM. — POURED W DENSGLASS SEE STRUCT PLAN FOR REQ. SEE STRUCT PLAN FOR REQ. POURED LINTEL BLK BM.— F /E MID —WALL WEEP SCREED. SET BOTT 2" SEE STRUCT PLAN FOR REQ 8,-0" A & 2'4" WD RETURNS DOWN FROM TOP OF CBS WALL ® 24 O.C. TOP—WDW PRECAST LINTEL ONLY PRECAST LINTEL .ONLY PRECAST LINTEL ONLY ONLY OPENINGS APPLY PEEL & STICK SELF —ADHERING MEMBRANE ONLY OPENINGS ONLY OPENINGS 12" ONTO CONCRETE BLOCK & 12" ONTO PLYWOOD. 1" x 4" BUCK STRIP(( & CAULK ® TOP 1" x 4" BUCK STRIP(( & CAULK ® TOP APC SIDES COVER WOWS (USE 3PAINT) APCON; COVER WITHUWATE00OF 3PA NT) VINYL FLANGE WDW:1"x4" BUCK STRIP & CAULK FLEXIBLE MASONRY WATERPROOFER FLEXIBLE MASONRY WATERPROOFER VINYL FLANGE IMPACT WDW 1/4"x2 3/4" TAPCONS ® 12" O.C. ALL SIDES VINYL FLANGE IMPACT WDW FLASHING SEALANT 0 ALL SIDES VINYL FLANGE IMPACT WDW FLASHING SEALANT ® ALL SIDES OF MASONRY OPENING OF MASONRY OPENING PRECAST CONC. SILL FLEXIBLE MASONRY WATERPROOFER flit( FLASHING SEALANT ®ALL ALL SIDES WD SILL/APRON ES 8" CONC BLK OF MASONRY OPENING PRECAST CONC. SILL 1 2" DRYWALL PRECAST CONC. SILL WD SILL/ APRON / 1 /2" DRYWALL WD SILL & APRON `�� ......� DECORATIVE CE ENTITIOUS R4.1 FI—FOIL INSULATION R4.1 FI—FOIL INSULATION COATING (D.C.0 1/2" DRY WALL SEE STRUCT PLANS FOR STEEL REINFORCED POURED VARIES SEE STRUCT PLANS FOR VAs �� 1X2 PT WD FURRING CONC CELLS STEEL REINFORCED POURED VARIES yr.• R4.1 FI—FOIL INSULATION TOP OF WDW CONC CELLS TOP OF WDW SEE STRUCT PLANS FOR WOOD BASE OVER DECORATIVE CE ENTITIOUS — tx6 PT NAILER r" , STEEL REINFORCED POURED COATING (D.C.C� � 1'x2" PT WD FURRING DECORATIVE CE ENTITIOUS •-;� 1"x2' PT WD FURRING � _ .tr `->• d(/� CONC CELLS COATING (D.C.0 f 8" CONC BLK 8" CONC BLK �(p P,•' SEE STRUCT PLANS FOR t, SEE STRUCT PLANS FOR ::. �� 4�ut+ y STRUCTURAL SLAB CSTEEL ONC CELLS PT POURED PO D BASE OVR ER 1'x6 STEEL REINFORCED POURED y WOOD WOODS NAILER 1 x6 0'-0"� CONC CELLS (1 l FIRST FLR— y .: -, 0'—0" This document has been signed flg-FIN. FLOOR M1.. FIN. FLOOR & 8" B.F.F. .. :, ......,: FIN. FUR. . an e GRADE <: MICHAEL A. KALAJIAN STRUCTURAL SLAB STRUCTURAL SLAB PE 60133 PILINGS . •' '' '• - 587 WEST EAU GALLIE BLVD PILINGS ..f •• PILINGS SUITE 201 MELBOURNE, FL 32935 The above professional Engineer shall be responsible for the following sheets. Engineer TYPICAL 2 STO RY WALL SECTION TYPICAL 1 STORY WALL. SECTION TYPICAL RAISED HEEL WALL SECTION certifies structural design only. NOSCALENO SCALE NO SCALE DATE: 5/24/21 FILE NAME: DETAILS PAGE 3 OF 6 (5)1/2"x8 J—BOLTS T. F 0 gOOGr IF--------------i �JI n m m LOUNGE II _ ( AHUELECin \ I I I MECHANICAL BEDROOM #r<4 � � BEDROOM #3 \ \ SD \\ I I PANE s I BATH 3 \ I / I !11— — i LP�t � � sD 1 WI L I 1 BATH / 0 L___ T_ o FF s \ IZwI 1 (\1 i 301 / I WICL cM sD I — I o Dc I HALL I I----------- L-- SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4" = 1 ' -0" r — — — — — — — — - — - — — — — — — RpLL-DOWN HURRICANE SHUTTERS , I �40UN3E PL) BACK SIDE OF BEAM 1 MASTE BEDR00>M I ---------------------- , SCREENED PORCH IY j 1 3 II 1 i� I I II L CONTINOUOUST�� / SD o • L— �_ ----' c� o USB TO I I 3 POOL LT�\WICL---- IL 1 DINING ROOM / oDc / ILAN�L I/ ------- --- --- 3 Y01 1 Qz> I i GFI GF 1 1 I I _ , I MASTER BATH I A/C CHASE 1 N BLK WALL I GREAT ROOM I VERIFY) 1 r POOL I , 1 m , BATH I \ i I I i ~ FREON NLINE o \ \\\v I 1 �YGFITi � 0GFI II SWITCH , z� \�I I ' — \\ �\ \ GFI I \ I II ILIN�E,N� LOC> i DW ( �GD I I , OVEN J 1 \ u / � / i GFI TO SF SW ye \\ \ 0 1 IY \\ \ 11 0 HALL j \ KITCHEN I II L.E.D. ROPE LTI I I I✓ \ \ 1 LL CONTINN-`OUS & HOD AeVE \ FOYER CH RPoORC--RIG 11I pl)Q US GF R(VELOCGFI FIX PANEL BDS CAR GFI WP/GFI CHARGING STAT NG AHU \ I STATION- I — — — — — O PB IN ATTIC \ & VOLTAGES W� — — — — — ELECT AHU IN ATTIC L----J / I / GPO of \ I / /G i \ _ / GARAGE YQ GFI -aiC2 I ��--�_j I \ , ASHERRE LT O 2/0 SER CABLE ALUM IN 2 SCH 10PHMF 150 AMP MAIN 120/24C BREAKER DISC 120/240 1 PHASE ETE 3-2/0 XHHW ALUM 2' SCH 80 PVC ¥2 BARE CU 2/0 SER CABLE ALUM IN 2' SCH 80 PVC 150 AMP MAIN BREAKER DISC 120/240 1 PHASE NEMA 3R 3-2/0 XHHW ALUM 2' SCH 80 PVC 5/8 GAL GR ROD 5/8 ACORN CLAMP 1 20' UNDER FOOTER STEEL 300 AMP-UNDERGROUND-1 PHASE RESID. SERVICE ELECTRICAL SCHEMATIC (N.T,S) NOTE: ALL ELECTRICAL MATERIALS & INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL CODES & LOCAL POWER COMPANY. To RAJ" ELECTRICAL NOTES GAUGE -___� 1) ELECTRICAL CODE SECTION E3401.1 REQUIRES ELECTRICAL SYSTEMS, wjilsc " p EQUIPMENT AND COMPONENTS TO COMPLY WITH NFPA 70 NEC 2017. 2) ARC FAULT DETECTORS AS REQ'D BY NEC, 2017, 210.12. GFI 3) HARDWIRED SMOKE DETECTORS W/ BATTERY BACKUP 4) CARBON MONOXIDE DETECTORS WITHIN 10'-0" OF EACH BEDROOM. / 5) TAMPER RESISTANT RECEPTACLES AS REQ'D BY NEC, 2017, 406.12. 6) ALL SYSTEMS GROUNDED PER NEC 250.94. G' 7) 2020 FBC—R E3902.16: BRANCH CIRCUITS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, FIRST FLOOR ELECTRICAL /\ PLAN SUN ROOMS RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY ROOMS, AND SIMILAR AREAS SHALL HAVE AFCI PROTECTION SCALE: 1/4" — 1'-0" A � i :• ///llill� This document has been signed and sealed by: MICHAEL A. KALAJIAN PE 60133 587 WEST EAU GALLIE BLVD SUITE 201 MELBOURNE, FL 32935 The above professional Engineer shall be responsible for the following sheets. Engineer certifies structural design only. i r 0lQ12'-0" GARAGE n RIGHT ELEVATION SCALE: 1/4"=1'-0" 0" OVERHANG FF NNE E a I M FMI FM F11010 W110- gig r■e•=�=�_� ®MI N1.,_„0110001M 14'-0" TOP BM __r_j l2'-0„ BOTT BM g Hi H A F F FRONT ELEVATION SCALE: 1/4"=1'-0" NOTES: 1) INSTALL MID -WALL WEEP SCREEDS AT HORIZONTAL BLOCK TO FRAME TRANSITIONS(W.S.). BAND & TRIM SCHEDULE A) 3/4"x4" D.C.C. B) 3/4"x8" D.C.C. C) 3/4"x4" D.C.C. D) 6"H FOAM/D.C. CR MLDG (STUCCO SOFFIT) E) 3" DIA FOAM/D.C.C. HALF CIRCLE F) 3/4"x14" D.C.C. G) FOAM/D.C.C. BRACKET H) 24"H DEC ALUM LOUVER 1) 30"H DEC ALUM LOUVER 16" �n7.,• ���N 1 s' 5 N 0 4" 2„2 2„ TNY �e TYP ROOF PITCH, U.N.O. 4 25'-4„ TYP OVERHANG, U.N.O. 15'-4" RNSED HEEL TRUSSES 10'-0" I (TYP, U.N.O.) O,—D„ FIN FLR -0'-8., GRAD ROOF PLAN SCALE: 1/8"=1'-0" 133 �Y This document has been signed and sealed by: MICHAEL A. KALAJIAN PE 60133 587 WEST EAU GALLIE BLVD SUITE 201 MELBOURNE, FL 32935 The above professional Engineer shall be responsible for the following sheets. Engineer certifies structural design only. DATE: 5/25/21 FILE NAME: ELEV PAGE 5 OF 6 V-6 11/1 C. V PORCH LEFT ELEVATION SCALE: 1/4"=1'-0" REAR ELEVATION SCALE: 1/4"=1'-0" NOTES: 1) INSTALL MID —WALL WEEP SCREEDS AT HORIZONTAL BLOCK TO FRAME TRANSITIONS(W.S.). BAND & TRIM SCHEDULE A) 3/4"x4" D.C.C. B 3/4"x8" D.C.C. C 3/4"x4" D.C.C. D) 6"H FOAM/D.C. CR MLDG (STUCCO SOFFIT) E) 3" DIA FOAM/D.C.C. HALF CIRCLE F) 3/4"x14" D.C.C. G) FOAM/D.C.C. BRACKET H) 24"H DEC ALUM LOUVER I) 30"H DEC ALUM LOUVER r I { N 0' 4" 2"2"2" ROOF PLAN SCALE: 1 /8"=1 ' —0" • a��iga This document has been signed and sealed by: MICHAEL A. KALAJIAN PE 60133 587 WEST EAU GALLIE BLVD SUITE 201 MELBOURNE, FL 32935 The above professional Engineer shall be responsible for the following sheets. Engineer certifies structural design only.