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HomeMy WebLinkAboutBUILDING PLANS - SURVEYHANDFRAMED BUILD DOWN -ON PORCH (SEE SHEET 6 OF 71 +37 8_1 37.8 -41,0 6"W, RAISED TRIM BAND AROUND FRONT WINDOWS AND GARAGE DOOR 5V METAL CRIMP ROOF 12 -41. 6 410 EL. 13'-1" - - - — - - - - - - ,0, M. BLf - EL, 10' f' - - - - - - -' T. B,�7. a� 5V METAL CRIMP ROOF 12 AT DINING ROOM 4" _ 6 ELO. Bh9.8'-I" _ - - - - T.� MCI "36- FRONT ELE E" NINE - -- - — - REEF, —A�0B +29.7 -37,1 -39,3 -33.1 1v - TO BE DECORATIVE CEMENTITIOUS COATING OF 5V METAL CRIMP ROOF +37S 410 5V METAL CRIMP ROOF VARYING THICKNESS (TYPICAL) NOTE: ALL OVERHANGS TO BE 24" 5V METAL CRIMP ROOF 12 \ HANDFR BUILESDDOWN PORON CH �6 EL. 13'-1" COLUMN REV DESCRIPTION DATE A j Wila 9EVE6GLA96 B100K _ PLAN wcropvcPusrm cHAmuEL PIG1DDGVGC�PLAnCCH 1GL U �, SIF'Yl1RE" Bf3.43EVE80lA5&BLOOx gL iNICKBEiW TIQGn SSgA66 BLOCK (`� E co C V C, GO a •c I ^ 06 rawuouun+ SECTION m I V`"� �j sotnwummn Q ,.,�, o ap ELPLE-19211-1r • � U 6BLOCK6Afi BLCOCVS oFSIGx PREESBINMnpB V '' �) x,SBD P.W GOB - a � '- -. '9EE ANCNO0.6CfRDIkE,SI¢ET4 E n O \ E BraEasEvesawseLocK j— �„,,I,�L�waTM '1 8EC�ION � � � iHIgfGETEO smucruaE'--- ELEVATION LMPaorREBG G U 9 SLOOKe x 123�Oq(B UESIONI'G Supa Gui (� 2WAPSF pEWMEiERFAANING RIGID WCPU$nC 9PACEa I SEPIAM LOCAnON3 f „ �Resitlential Hurcidane Resistant Windows nRomuOr REVISE ,+" „ With THICKSET® 90 Series Glass Block cussawctaaxr P€91MErERFRAR11x4 'PRODO•8•"""VEIL " :'`� "�.�ao• And Proilantal Silicone System (�. 9FNANf LOrp.FIDNg eEAIANT 4=TNM MMA.Mv,^ 1647her Be a ]3]]g y RGID RL iLASIIC rMKITHOFONANNELI E.Pf„!R," R. 42ro1A'.E * p*� SEVESGLASBBLDDK, INC. i. S pF 1G3]6 BRGADVIEW ROAD V A T I O N PF0UNCHEDNOSGFORPACHORINGi0SUB6 Z 07GS "�j T+ BROAUVI WHEIGHr5,OH4n14] e® '^ - PLAN RiGiaPLF6iSGCO kBOPVL FL44TCtNWpEI aB uPVC PLMLCCfi SRE PLASNCCRDCI aipCCfIME' TACKEYE5dA5EPLCCK INIC15Er W BIpyCIURE' BkM a:YE6GlA%0LP'K EN I IIGI a I 40INMOMUN SECTI NCMNALriBYH aLMCrRamravr ELEVATION Ba.CCMM1$ y FP�EUIERA1No Elaoapn •GEEWF IHIQHWW,BHEEra awsavEepAEEnocn f 11,PU1WM ^"j SECTION nr4sBrw waro,wmn s1PoICrIPyS• ELEVATION a BLCLYSr1f RIM K2 MlrAcrRBaaravr. CEBIdN IREBSupE SA'luw atlLPSf - PBEM'C MRnCa9ALEp �T mm'Reslde r"tFpmiA%nk FwMaucr MMVIEeM With THICKSETS 90 Sedas Glass Block 'Gusaaurxmwr R@4KETBR%MING ' G8'&�'""'"'""' �`� �^'sp tFgo And ProVBmageS, SIIIC01B System IWAM1T LLG9ipNa eFryNllIOWTpNA uoMa.,-- j`v '�• p 1$]/9 } 3 PY4APYDPEPSI G haIGMC+CHI aeylr•tl•n R�+ream * p * = 6EVEB GLASS BLOCK Nf LWWN,S nR n ' } a ,W AIRWROAD BROADV W HEIGHTS. OH"147 ES, I}n.HECIq:C3RiRANCFDPNGba'JB91PAlE W LT•fd RHRW4Gf_ A -ws� lvsrarrsT+re-a ___J -- - - - - �'- .0. f3M.V HOT/COLD SHOWERR 01 a LEFT SIDE ELEVATION — - - EL. 01�0" � - - - REF. SCAB 4� +372 +37.8 -50,6 -50.6 12 16 5V METAL CRIMP ROOF \ EL, H-I�" - - - - - -- - T.O. 130iR ® RIGHT +3-5 +37.8 +37, -41.0 41.0 -41,0 EL. 0'-0" 5V METAL CRIMP ROOF 5V METAL CRIMP ROOF -37,8 I -41,0 ao HIM ILN II�I SIDE ELEVATION Product Design Approval Number Product Model# Manufacturer Glass Attachment Method Pressures 118' Clear Annealed Dbl. 114" X 3" Tapoon wl1 114" EMS, Into FL 17499.9 W,Soon 185 SH Impact MI Windom & Dcors Pane masonry "+W-55" 3M 8" Tempered Exterior 114' x 3" Taps EMS. 1 114" into Series 120(1301140 wi VIV' Annealed Dbl. masonry with 1 718" minimum edge FL 22401.3 Sliding Glass Door Aluminum Impact MI Windows& Doors Pane Imedor distance. "+56l55" #10 - 2 111 Wood Scram a IA" x 3' Tapcons EMB. 1 Ile Into masonry, #10 (2) @ Hinge to Buck (6) Horiz, & (7) Von. FL, 17184.8 8' •0 Plastpro Fiberglass 6" FM. Comers.2 Eeh. Side of Astragal High Ohl, Fiberglass Doors " Exterior Door Plastpro Inc None Spaced T O.C. "+451.45" 3118" 3' Tspcon w! 1 lA" EMS. Into 5132" Annealed Dill. masonry of x 1 Sir screws wi 1 1W FL 15349.6 Windows (Fixed) ,. 185PW Impact MI Windows & Dom Pane peneiraafon into wood headers "+55135" V2' x 5' Wedge Anchor bolts WI 34 steel washers and 5116" x 1.518' Lag Screw Copay Building (Fully Threaded) Hex Washer Head Type FL 16107.3 Overhead Doors R Kind Cade W6 Products Company None A 1 Per Bracket "+361-42 BEVIES GLASS BLOCK SEALANT, 3116' DIA. ITW TAPCONS, 2" FROM CORNERS, 6112' 0 C., 1' 140A 18-0725.06 Glass Block 8" Decora Saves Glass Elk Inc. Glass Block BMEEDMENT, 2" MIN, EDGE DISTANCE "+100Fi00" 910.2112" Wood Soren or 114" x 3" Tapcons EMS. 1 lW into masonry. #10 (2) @ Hinge to Buck (6) Horiz. & (7) Vert. FL 17347, 13 6'-81 Plastpro Fiberglass 6' FM. Comars.2 Eeh. Side of Astragal High Single Fiberglass Doo• Exterior Door Plastpro Inc None Spaced 3"OC Horizontal Clip Clip Mulllon FL 15353.9 MULLIONS 0418531 MI Windows None 114' x 2 V4" Tapoon wl 1 lW' EMB. I Tapcons EMS, 1 114" Into masonry. #10 (2) @ Hinge to Buck (6) Hertz, & (7) Vert. FL 17184.10 111 Plaetpro Fiberglass IV Clear Annealed Obl, 6" FM. Comers. 2 Ech. Side of Astragal High I Dbl. Fiberglass Coors Exterior Door Plastpro Ino (Pane Sol PVB Spaced 3" O.0 "+50i501, 5V CRIMP METAL #10 X 1 IXHEX HEAD WOOD SCREW 1wi` FL 11698A ROOF 26 GA. I SERIES 500 ENGLERTINC None WEATHER SEALING WASHER REAR ELEVATION `N" NNED BY st. Lucille rntintw fad_ bP J (V U I y (Y U J WCQ:E Q< J UJ (B m S �0' 16 ��J �� Q C4 00 ® °- (000 U W ui Z ok LOW =Q CC U) K U. O W Z 0 y 7 r = Q' M ® w N I Ib,. T- O in m Z II Ely ® U. W Q tii Z w ¢ 4 co ooa�< y� 44YYgg5 of ' 1019 J ILL U Cn V LLI O Q CL = I- ;o 3 W W `� ,J Z w n- � C7 _1 Z Q 0 N Q U cc 0 SHEET NO. OF 7 )W NOTES: ALL WINDOWS TO BE SINGLE HUNG, 1/2 FLANGE, (OBSCURE GLASS IN BATHS ONLY) (SEE PRODUCT APPROVALS FOR MANUFACTURER INFOJ WINDOW AND DOOR SUPPLIER TO PROVIDE ACCURATE ROUGH OPENING SIZES FOR ON SITE USE. !E WINDOW FRAMES :S: TURAL 1 COVERED REAR PATIO )ESTRIAN DOOR IN MASTER BATH IN LIEU OF WINDOW SQUARE COLUMNS AT FRONT PORCH (DELETE ANGLES) TE LINTELS AT FRONT PORCH (DELETE WOOD 2X12's) METAL ROOF �G/DRYWALL LAYOUT OF MASTER BATH QR DOOR TO SIDE YARD .AVNDRY ROOM NEAR FOYER MASTER WALK IN CLOSET CDELETE DEN) KITCHEN w/ RAISED BAR FACING BKFST. AREA #4 BEHIND KITCHEN (NO FAMILY ROOM) OPNG FROM WIC INTO LAUNDRY ROOM 31NG 'ER YSTEM NL KITCHEN SINK IT1ES IN BATH #2 HOT/COLD SHOWER ON SIDE OF MASTER BATH RICAL JNDERGROUND ELEC. SERVICE w 100 AMP POOL SUB PANEL 3OX w/ TWO SWITCHES TO COVERED REAR PATIO LIND SOUND SPEAKER PREWMRES NSING LIGHT SWITCH IN WALK IN PANTRY DEN FAN BOX TO KITCHEN AREA v/ 2 SWITCHES IN LIVING ROOM '-0 1/2 11 DETAIL 100 AMP P( SUB PANEL 08 EQUIP. PAD :I 00 n E HOT a LK 9 VIEW "E" SCALE: 1/4' = 1'-0' M 31'-0" 29'-0" 4'-8" 12'-6" 12'-6" 7'-9" 21'-3" O C c TOP OF WINDOW AFF, o A C CC A -------- _ -_ ---------------------- 1 T. I BEDROOM #4 3 1/ " .* M FLAT CLG. 910'-0' A.F.F. "N BEDROOM #2 LINEN FLAT CLG, Yn' 98'-0" A.F.F. w ' T.O. SLAB 13'-7" 2'-11" 6'-10" 5'-9" 4'-5" 3'-3" 4'-3" HALL 4048 A 1BI-FLD. A 31/2" 31/2" �k A co N , POUR - - - - cm "vim i RAKED I BEAM 0 3� ), COVERED � 1'- i I REF, _� r�,i N i 3'-4 1 2" "1 ; RATIO 8'-3 1/2" RANGE w/ HALL .9� �. " C PLAT CLG. 1110 -0 A.F.F. C r ------ w/ VENTED MICRO, I ABOVE 79" A.F.F. I� '" N Luiw TO rP FLAT CLG. > BAB, A �,T ^ I s BKFST, AREA KITCHEN VIEW A F _ _ _ _ G c FLAT CLG ®IO -0" A.F.F. FLAT CLG. " e 10'-0" A.F.F. i ¢ ACCESSIBLE Q BATH 29' W BAT C w C --nr—. I 'CL CLEAR cn m O 1 \ I I \ 8080 SLD'G. GL DR. W, I LA I • ° D 00 1 OPENING r L� ° A I �Y• 1 w I I -- o¢ I_ \ 1 17'-91/2 1 I I MASTER i 1 `�; Lu view 1 1 BEDROOM 1 ` o -a ` I I 1 1 TRAY CLG. s I FM. 8 -0" TO I I 9 -0 A.F.F. I I , LIVING ROOM FLAT CLG. � �� !� - - - J BEDROOM #3 1 I c I 1 1'-7 /2° e5 sio'-0" A.F.F. P, _ _ F "' FLAT CLG. V 68'-0" A.F.F. » WALK A I 12'-1"SY ALL, a¢ a NJ PANTRY A I / I �• `Q FLAT CLG. V--- - - - - -- -- d2868 II I 0'-0" 1� 910'-0'A.F., 3'-0" 3'-4" 5'-2" h °1'-4' ,^7" EL. REF. SLAB 0 �- r-21 2" 11'-0" 3 1 2" 3 1 2 1 / / 2" • HALL I 5'-2" 5' 1/2° B.&ATE Bonad 3 1 2' am 24' oval A/C �� o 77 N HALL y�y; 4o I A P W,I,C, 2668 1 4! n \ I SQUARE NICHE FLAT CLG. M N m " B.F. ;, I W T I FLA7�CLG. - - - 42"AFP, (TOP 196') VIEW w10'-0" A.F.F. 3 28' DEEP L a ; 08'-0" A.F.F. R 62' LONG STAND A q U I I � A N, G 12- FFLAT OYER LG. 9'-4 3/4' 3 /2' 20'-0' P �' I 2866 I 1 FLAT CLG. I I 7n 1°12'-0' A.FF, DINING AREA DBL. 5/8' PLYD TOP FOR A/C STAND U 0(1 M I I 42' HIGH KNEE I FLAT CLG. �10 0 A.F.F. � FRAME w/ 2X4 WOOD z� 4 r ,\ aw 24" W. EME&FGR�SSWALLI I I A 5-W °4'-1" y KNEE r.. 1/2 3 1/ D A TOP �— r / f J 22 I/2'x59' ATTIC B SPACE - - - - 1 1 7' Q 8'-9' 11 A.F.F. a f�p9auk I I ACCESS PNL A ° MASTEO I 666 w 60 0' HIGH I d I! U E3 z ° I BATH 1 TRANS, OVE 2-CAR G-Af�A6E q e e j THRU 2'-6" r_ I N I O COVERED I A FLAT CLG. 98'-0" A.F.F. A a - 1 ROOF a Es ENTRY o CLGI � 37 FM 8'-0" 26" CLG. FLAT N �13-0"AFP, 3_p" 2-11 1/2" }T-0" A F.F 6'-10 1/4" 2"68 FRAMED BUILD �/31/2' - of BOTTOM 0Il- I ? -— ---- ---------------- - - - - -- - A I 3'-0" T-10 TY6 n A A (TYP, FOR BOTH _^ o 0 NOTE: PROVIDE INSULATION BETWEEN °T 3"' AF'DE A j I - `i 2 O I 1 A/C AND NON -A/C SPACES r 24' SQUARE I PER ENERGY CALC. BY OTHERS Lo Y ( + - - - 1 i BLK, COL, TOP I %+ f� HWR. P I 1 a Pp'-9' AFF, ITY 1 DETAI ° 0 �L SHE I C I wm Q Lu o .� INFO..A p i.wrs o - - - - - - - N 16°xi° MTL. O.H. DOOR A ��k IIIGLASS A g A A IIIIIAl 5W X 5H BLOCK _ _ _ _ BUILD DOWN w a R (�F UMJN llh"xld'-o" WATER STOP ITYP, FOR (SEE ELEVATIONS AND HEET 8 OF 71 ¢ > SES w s PORCH SLAB 3 IN M. BATH( 3-1 1/2 3-1 1/2" 3'-0" 3'-0" 7'-2" 3'-6" 0" 2'-11" 1O'-8" 12'-3" 10'-2" 1 " 21'-4" - 60' FLOOR PLAN SCALE: 1/4" = l'-0" UB VIEW „I`„ SCALE: 1/4" z T-O" 0 A/C COMP, ON CONC. PAD 4B. a 0 I 0) N FOW�1 Ad•A PIXl BAKED BEAM 105 w/ X' LAP E T.O. BM, BLoCac w/ I45 TYPICAL BLOCK w/ " RAKED BEAM DETAIL FOR PINEWOOD MODELS NOT TO SCALE vlCvv /-\ vil-vv n =. , .. � - ,,-,,. AREA CALCULATIONS A/C VOLUME LIVING AREA U/A = 2232 SF, 20088 FRONT PORCH = 166 S.F, COVERED PATIO = 438 S.F. GARAGE/IVIECH NON A/C 427 S.F. TOTAL SO, FTG, = 3263 S.F, vlCvv �, SCALE: 1/4" = 1'-0" v I C v v u SCALE: 1/4" = 1'-0' RECEIVED JUN 18 " 19 S7. LUCie County, Permitt'ng' C5 O �* 0� N Li- C-Z c �* -r'5 V` ro {z o U O .- 0 C) rCIt it o s O CC ti ® U) > J Ln C13 p�y�. N U T 4-% co zUJ U J_ �Qti W m _ O12d J Q C13 (� CL {)O I QaJo� < CI W%' V LLo I wLn Z ��W =a acLn3: CLLL �L C7 O J u2 m m f w N IL MM 7O ai N I 6 Lu goa. C y u w > O G < SEAL o.BOYF/,T%, 42485 -Ic '• OF �:. STATE J ILL LLJ U Z rt W '_ ® CL 0 cc 00 O O LL L ILL uj d Z 0 3 (n i u SHEET NO. 2 OF T WINDOW SCHEDULE WINDOW MARK CODE REMARK WINDOW NOTES: 10 22 NOTE: ALL WINDOWS TO BE SINGLE HUNG.1/2 FLANGE, (OBSCURE GLASS IN BATHS ONLY) (SEE PRODUCT APPROVALS FOR MANUFACTURER INFO.) NOTE WINDOW AND DOOR SUPPLIER TO PROVIDE ACCURATE ROUGH OPENING SIZES FOR ON SITE USE. BRONZE WINDOW FRAMES 20 25 EGRESS 30 24 ® 34 50 1/2 35 ® 36 O DEL.26 O - FIELD TRADES NOTES: TRIM/CARPENTRY STRUCTURAL 2868 POCKET DOOR INTO BATH #2 EXTENDED COVERED REAR PATIO 2868 PEDESTRIAN DOOR IN MASTER BATH IN LIEU OF WINDOW TWO 24" SQUARE COLUMNS AT FRONT PORCH (DELETE ANGLES) CONCRETE UNTELS AT FRONT PORCH (DELETE WOOD 2X12's) 5V CRIMP METAL ROOF FRAMING/DRYWALL INSULATION R20 SPRAY FOAM INSULATION ALL A/C SPACES AND GARAGE REVERSE LAYOUT OF MASTER BATH FOR DOOR TO SIDE YARD LOCATE LAUNDRY ROOM NEAR FOYER ENLARGE MASTER WALK IN CLOSET (DELETE DEN) EMERALD KITCHEN w/ RAISED BAR FACING BKFST. AREA BEDROOM #4 BEHIND KITCHEN (NO FAMILY ROOM) 2868 SQ. OPNG FROM WIC INTO LAUNDRY ROOM AIR CONDITIONING/HEATING PLUMBING NEST THERMOSTAT CITY WATER SEPTIC SYSTEM SINGLE BOWL KITCHEN SINK OTHER TWO VANITIES IN BATH #2 EXTERIOR HOT/COLD SHOWER ON SIDE OF MASTER BATH POOL DURING CONSTRUCTION (IN FRONT YARD OF HOUSE) FULL HEIGHT BACKSPLASH ELECTRICAL 400 AMP UNDERGROUND ELEC. SERVICE i i(10 AMP POOL SUB PANEL ADD FAN BOX w/ TWO SWITCHES TO COVERED REAR PAT10 (4) SURROUND SOUND SPEAKER PREWIRES MOTION SENSING LIGHT SWITCH IN WALK IN PANTRY RELOCATE DEN FAN BOX TO KITCHEN AREA FAN BOX 12 SWITCHES IN LIVING ROOM DATE OF PRODUCTION MEETING AND FINAL NOTES mmmmmmmmm �� ■ �irli�lliir■III� � � SEMEN �■ 1 SHE I■M( - I■MIL"ME ME ■■■■■ ___:■■OEM -0'-5 1/2"1 SHWR, FLR, SHOWER DETAIL SCALE:1/2" = T-O' �1-° 1/2' Do I ih AMP POOL PANEL wi EQUIP. I °i 00 HE Me LK J 105 w/ V LAP EL T.O. BM. TYPICAL OCK v/ N5 ' TYPICAL BLOB( w/ VOITI AKED VIEW ""E "" VIEW ""F "" ate, BEAM FOR SCALE: 1/4' = 1'-0' SCALE: 1/4' = 1'-O" PINEWOOD MODELS NOT TO SCALE 31'-0" 29'-0" 4'-B" 12'-6" 12'-6" 7'-9" 21'-3" T O G C C111111111 C IIIIIIIIIIICIIIIIIIIIIIIIIIIICII 11111 A TOP OF WINDOW HB. 01 13-1' A.F.F. y ~ A A CC------------------ C----------------- - I ; 2' 0" 3 11'-0" BEDROOM #4 1/ ° FLAT CLG. 910'-0° A.F.F. BEDROOM #2 = A I � LINEN FLAT CLG. EL. -0'-4" i 16G8 98'-0' A.F.F. 0. SLAB B.F. 3-41/2" _p^ 4' 5'-01/2 I3'-7" 2'-11" W-10" 5'-9" 4'-5" 3'-3° 4'-3" 31/2" 31/2° HALL I-FLD. A C c "'------ - -- -- N M A POUR ----;--9 - --- $ II " •� M I RAKED I BEAM ® .; OVERED �• 0 3-41 — A A 70, P O 8'-3 1/2" 1 _; RANGE w/ REF, N� I m �. c FLAT G. ------ r w/ VENTED MICRO. Lam" u.Iw A 7 910'-0° F. I I ABOVE �' 79' A.F.F. HAL >" '�• ° 2-10 BKFST. AREA PLAT CLG. I � KITCHEN FLA ' CLG. VIEW � 910'-O" A.F.F. I I 0 FLAT CLG. oLi I I alo'-o• A.P.F. `L. e " 0° A.P.P. i BAT c c c I II wu I - I •I 112 z3F- I o o A �� �a II• o I -0" I------ co I I I 17'-91 �z I �• b l I I �= 1 MASTER I F- I I BEDROOM I I 0 W' I I TRAY CLG. FM. 8'-OR To I 9'-0" A.F.F. I I. 1 LIVING ROOM FLAT CLG. �, N _ _ y. .` — BEDROOM #3 I "11/2' $ I 1 9101 A.F.F. f FLAT CLG. 'PB'-Om A.F.F. I cod �LLv— 1 /1 - - - - - - - -� I PANTRY -------- -- °12868 11 v LuIN �::ATCLG. 0 A.F.. _3'-0' 3-45'-2' M .1 _ • ,-7. EL. 0'-0° LAB � i k 1 �,o T-21 2' �'- 31/2' 31/2 1 3 1/2° °ww,Q i M ::.:. 5'-2' S'- 1/2' q HALL M 6'-2° 6'-9' e" HALL BR'ATEBOTTOM 31 7 oneDez, GueI1w 50UARE NIC ° IG I VI/• ,C, 2U8 i I• /i % I m FLAT CLG. s � 4I c # b B.F. n I Luu \ 1 FLATC. ' - - - 42' A•F_F ITOP 6.1 ° VIEW 910'-O" A.F.F. 28" DEEP N a ; 08'-0" A.F.F. n' 6T LONG STAND A 20'-0' u I LA P g I FLA N• G. 12- AT CLG. 3 1 OYER 9'-4 3/4" 3 / v INNG AREA m�� ',�� DBL.5/8 PLYD.� TOP FOR A/C STAND 2868 rI I e�^ " A F. FLAT CLG, I I @12'-O' A,FF m - • 42" HIGH KNEE AT CLG. FRAME w/ 2X4 �VQOD Lu -1 W 24"W, 4'-1" • F.�RES�ALL I I I\ I A T. 1 2 3 /2 D p` SPACE - - - - / TOP �— I 1 1 J�22 1/Tz54' ATTIC U 9 - - - "Ir ( v o B'-9" A.F.F. ¢ w o r p Q I 1 I ACCESS Pli I I 1 I Jul a w 1 I MASTEp I BF N 80 0" HIGH TRANS. OVE �� n N I/ 11 BATH 88 ` I � I � �' E E E 2-CAR G-ARA6E � -6° N V RU COVERED 1" I O A FLAT'CLG. 98'-0 ' RQOP in ENTRY I o A.F.F. c (TRAY CLG FM B'-o' 0 2' 6" ' iv FLAT CLG. I I 3_p• 2-11 1/2" ' 61 1 /4 2' f113'-0' A•F.F. - FRAMED BUILD DOV I ; Nil- 31/p BOTTOM cI-1A 1 F---------------- - - - - -1 3'-0" T-10 3 4° - i IN (TYP, FOR BOTH SI _ • o, o ,A AT 2' AFF. , I I,� j I PROVIDE INSULATION BETWEEN -I ri O A/C AND NON -A/C SPACES °p I71 44' SQUAPE I PER ENERGY CALL. BY OTHERS "� - P - 4-1 - T e5 BLK COL, TOP q IfHWR. I I I-M @Ir-9' AFF• ITYPJ DETAI o SHE w o~ 1 j o A A P �M N I i o 16000 MTL. O.H. DOOR v,cn - GLASS 5W X 5H BLOCK w _ _ _ BUILD DOWN a ' Ilh"xIIV-0° WATER STOP ITYR FOR (SEE E VATIONS AND PO SLUSH / IN 9BATHJ HEET 6 OF 7) '-0" 3' " 33 -1 1/ -1 1 /2 3 -O" 3 -0' 7'-2 3 9 1,1 2'-11" 10,_8" 12 3" 10'-2 16 '3: 21'-4" 60'- FLOOR PLAN SCALE: 1/4' = 1'-0' I n I 0 Ni I h I A/C COMP, ON CONC. PAD 0 Hi o N AREA CALCULATIONS LIVING AREA U/A = 2232 S.F. FRONT PORCH = 188 S.F. COVERED PATIO = 43B S.F. GARAGE/MECH NON A/C 427 S.F. TOTAL SQ. FTG, = 3263 S.F. VICVV /i VICVV n O/aAl C. 1 /A' — 1•—i VICVV SCALE: 1/4' = 1'-0" �8' SQ, NICHE POST YOND b VIEW ""D" SCALE: 1/4' = 1'-0" U Li m O O U � � J Li m m O � ca CQ or U V � � ro 1 m CC roLx) E U Id o� c O .0 O m c U O m O cr E N U N 0 IN >to ^In J^ N U = t� ch zUJ ft4� W co 0 2 < =J 4m m (L j O ICD 0aJ o� �>.Q �w (L N V NOD 1 cf)Z `� �U)W=< CcLn3ILIL 31 H W � n d C)Bp m 3 Lu 8 < C) d SEAL `- I, y'1 *; 5 G�I�1l�fkC11•. M'a�w-�1 9 42485 STATE OF i N" •`' W ase nwaeacta•''a / • +. W /Z t p CL CL 0 cc J °o 3 ° W 'C U. Z oc LL p_ LJ.I Vc J Z W 0 3: N i U In SHEET NO. 2 OF 7 4' MINIMUM CAST—CRETE LINTEL TABLE BEARING MARK ©OF LENGTH LINTEL ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT COMPOSITE BEAM MIN. 1 7-6 2632 705 1634 423 8FI60BIT 2 1 5-4 1999 1 846 2290 508 SF160BIT 3 4-6 2992 260 2525 125 8RF140BIT 4 4-6 2931 260 2724 125 SF160BIT 5 17-4 1326 260 732 125 8F201B1T 6 4-6 2931 260 2724 125 8FI60BIT 7 4-6 6113 260 2724 125 SF161BIT 8 4-6 2931 776 2724 465 8F16OB1T 9 3-6 5163 987 3547 645 8F16OB1T 10 - - - - - NOT USED 11 4-6 2931 260 2724 125 8FIBOB1T 12 13-4 1075 893 606 703 SF160BIT 13 3-6 5163 260 3547 125 8F16OB1T 14 13-4 1075 893 606 703 8FI60BIT 15 5-10 1631 423 2093 338 8FI60BIT 16 14-0 1002 260 559 125 8FI60BIT 17 11-4 1366 423 79B 338 8FI60BIT 18 7-6 2632 1175 1634 749 1 8FI60BIT 19 6-8 3120 1175 1651 749 8RF140BIT 20 6-6 3480 260 1880 125 8FI60BIT 21 13-4 1075 260 606 125 BF16OBlT 22 4-6 2831 846 2724 508 8F16061T 23 7-6 755 160 - - 8RF60B ANDpsl CONCRETE, 60 ksl STEEL IN BEAMS UMNS -BEAM SIZES SHOWN ARE MINIMUMS AND MAY BE INCREASED WITHOUT COMMENT FROM THE ENGINEER. -MASONRY CONTRACTOR TO VERIFY MASONRY OPENING WIDTH AND HEIGHT PRIOR TO CONSTRUCTION. 30 L& FELT TIN TAGGED, 5v CRIMP METAL ROOF ENGINEERED TRUSSES P 24' O.C. STRAPPED It EACH END 5/8' PLYD, SHEATHING :L, 11'-9" :0' BIL CAST CRI MAX, BEAM UPLIFT 1300# EL, 0'-0" V REF, SLAB 36'x36'xl2'd CONIC. FOOTING BOTTOM @112' MIN. BELOW GRADE. REINFORCE w/ 4=5 RE -BARS EACH WAY ITYPI IYI' .+ • 31'-0" le 411 4'-T W-10" 17-10" 4" I I I I 80 Ll2 L14 AC------------------CC-------------- - - ------------------ ------ I FORM & POUR B = 893 B = 893 RAKED BEAM U = 703 U = 709 I I - - m o II II I Q �I 2'-1 11 II �tK 4"I 8" 5'-2" I' 6'-10" 4' '-0' I '-7 3/4" A A C N70,"Lu `L I FORM &POUR L9 N A RAKED BEAM I 0 I L19 c C C C U=845 B=1175 U=749 B=1175 L18 A U = 749 0 DETAIL A -A 71) SCALE: 3/8' =1'-0" a I CONIC, BLK, COLUMN SCHEDULE ® BM. HGT 8'-1" (1) 8" CELL POURED CMU 3000 PSI CONC, w/ 145 REBAR 7'-10" TYPICAL w/ 10" HOOKS. TIE TO FTG. DOWELS E BM, HGT 13'-1" (1) 8" CELL POURED CMU 3000 PSI CONC, w/ 1#5 REBAR 12'-10' TYPICAL w/ 10' HOOKS. TIE TO FTG. DOWELS © BM. HGT 10'-1' (1) 8" CELL POURED CMU 3000 PSI CONIC, w/ 145 REBAR W-10" TYPICAL w/ 10' HOOKS. TIE TO FTG. DOWELS ®BM, HGT 13'-1" (1) 8' CELL POURED CMU 3000 PSI COL HT. 11'-9' CONC,IE FTG DOWARS11-6" TYPICAL BM, HGT 10'-9' (1) 8" CELL POURED CMU 3000 PSI CONC, w/ 1#5 REBAR 10-6" TYPICAL w/ 10' HOOKS. TIE TO FTG. DOWELS 9- I 8 = 705 423 gle' U=423 s1 0 5'-6" 3'-10" 3'4' I]y� • 311911111111 ]©I��� POUR �IIIID��IGllll©���i�1 8 423 HIP B j� L71111L7 !] Ila 1'- 12'-3" BEAM & COLUMN PLAN SCALE:1/4" =1'-0' 3'- 10" N 10'-2" 29'-a' 4'-0" HIP GIRDER 4'-0" 3'-8" 4'-0' 140 GIRDER HIP FORM & POUR RAKED BEAM ►'I B = 776 U = 465 _T�__ 0 9'-11 1/4" 0" 5'-11" 4" - ' 6' 16' 3111 21'-4" 60'-0 1111 A CL z Q 0 rb b I M 0 i EL. I_ 0 -I' FORA AAK�MM T.O. E �TMAL BLOCK N5 0 U EL. 6'-I" y o _1 T.O. M. C o> t p LOOCK w/ N5 O �.i Q m N c O 0 U o U 0 o "l;�' L RAKED BEAM m V o ro ' t DETAIL FORcz m PINEWOOD U MODELS NOT TO SCALE WATER RESISTANT Y o 0 BARRIER AROUND Lu m PERIMETER w o STUCCO 0 0 �� .......1 1(-ff CMU °O 1X4 P.T.— WOOD BUCK 1X FURRING M3 1/2w----" DRYWALL MARBLE WINDOW SILL MIN. 1/2" BEYOND DRYWALL WINDOW BUCK DETAIL NOT TO SCALE 3 W 1d N A. ~ O in TLL O O _02 SEAL B'0 42 5 '- 2 W U :) J W o. V 0 = °0 JO NOTE; 0 METAL CAVITY CAPS SHALL BE USED C °UJI IN LIEU OF MESH SCREEN IN ALL 0 z BLOCK WALLS, J w F 3 0 N � U C SHEET N0, 3 UNTEL DESIGN HAS CONSIDERED MOMENT OF AND SHEAR FROM ALL LOADS (INCLUDING 7 GIRDERS AND UPLIFTS) I N ih a 1#5 CONTINUOUS IN CONC, CURB FOR EACH 4" OF HEIGHT GRADE 16"DX18"W MONOLITHIC FOOTING w/ 2#5 CONTINUOUS TOP OF CURB 1 1/2" BELOW FIN. FLR, OF MAIN HOUSE MAIN HOUSE FLR, 0'-0" �—VARIES IN HEIGHT SLAB & FOOTING 3000 PSI CONC. BEAMS & COLUMNS 16' 3000 PSI CONC, FILL GARAGE CURB DETAIL 100 AMP POOL SUB PANEL w/ 40 EQUIP. PAD 0 I M L HE EXT, HOT COLD SHWR. " I o� 1� [min 31'-0" 29'-0" SEPTIC IN REAR YARD i 6'-0" 11'-3" 2'-6- -- — — — — — — -- — — —— — — — — — — — HB. J 8X12THICKENE� LJ --—— _ — — — — — I �72'x3O'x12' DEEP EDGE 1*5 T 3"DEEP CONC..FTC CONC. FTG w/ 4x5 EACH WAY w/ 2#5 EACH WAY / / 1F] 1 / I I 6'-6" 6'-10" 10'-2" 3'-3" 4'-3" 7'-4" 4'-2' ea" 2'-6' 4'-6' 5-6 12 31/2• CL LU / O� �� 1 I N D7 L SIB / / O K, REF. O ^ — 70 L.F. OF / 7-1- WASTE LINE --- \i" RECESS FOR I / N \ — SLOG. GLASS DOOR TRACK — / L ° �FT(S TYP. U.N.O.— 8'-11 1/ • (SEE TYPICALIr-�--m-46" DETAIL SHEETS)*5 LONG REB RAT ko EACH INTERIOR j "' CORNER (TYP.) / NOTE; / 8 X 11/2' CBS BLOCKPRESSION R. �� _ _ �I I 18-w X 16'd CONT, MONp�O w/ 2#5 REBARS T 13000psi 1 4' THICK FIBERMES CONCRETE USED s I U ALL POURED1I AS � I ALL CONCRETE TO ,E RBEAMESH, SOIL CLEAN PILL UWE'S (BARS VISQUEN AND CgRNNYER REQUIREDCTED 1/2' WALKS AND PIAIVEWAYS TO BE FIBERMESH w SLAB SQUAE W-0-x58'-8" COANB3/f0 CAPffl 83'-9" I WALLS ABOVE SHOWN FOR -- BX8 THICKENED EDGE w/ 1*5 I REFERENCE (TYP. / OLY rIA — I 0° j EL. 09'-LA FFLOOR(PLAN w �� 8 FOR ALL v #I U IL I / ❑ DIMENSIONS) -----N —� / — — — I v I618' MONO I BUH / w/ 2#5 I IGH POINT EL -0'-4' J T,0• SLAB � w - - OE / — — � I - 14„ � 9'-0" N 5'-2' 6'-6- o / � I L IOr -40 P I -- I — — — — LL O Li 1IIIIII L rn a WWW I ' W II(I 0 '-'5' 7'-4"EL. 5-11' -0 -4" / REF. SLA13 /-��3 10 -11 —/ —/"0N i/ — —. _N� L JI - -- iI '- cn p O II ' -63 �II i 3/4' 3-0 1/2'00 LOW POINT3-1 `m 36'z36"xl2" D E w/44,5EC EL,LO T.O, SLAB i R• 'y WAY I cD L _ _ J v' L J111 TOP OF CURBI I/2"x16'-O' WATER STOP 1 1/2' BELOW FIN, 3'-0' 6'-3" 3'-O" 6'-0 3/4' S-0" V-11 1/4' 5-57 2'-6" LOOR SHOWN SHADED 16'-0" 2'-8" 12'-3" 10'-2" 16'-3 21'-4" 60'-0" 311 PROVIDE 3( FOUNDATION/SLAB PLAN I CONCRE TODRE SCALE; 1/4' = 1'-0" Perimeter of House/Garage Slab = 262"-9 1/2" CONC. PAD FOR COMP. -H- H B. 0 0 0 I � C N N O O U N Lu J L o � ro U U M ro 4. I E � m L I Z `� o � m _— E U_ ti 0 Ln J� a U=c) ZUJ LL UJ W c _ 0 1 < J Qm m O- �O m 0J It CID �QJ C I e( C4 OD D 0 � OD Uccco 11- w0 Z �Lt)W =k �Ln3: O.U. I DO LO 3 a N d m C $ LL g ed, PFz ` C, •,��GENS�c'••.. Fes'-., r 42485 it OF ?�? _ STATE F ON / ni u,Na' AF PROVED MAY 0 9 2019 U. J UL. m v W N-j x 3 �o <LL 0 _ U. fL � 0 J Z W � 3 i o SHEET NO. 4 OF ELEC. LOAD CALC. It PANEL #1 CIRCUIT NUMBER DESCRIPTION CIRCUIT BW WIRE WATTS REMARKS POLE TRIP 1-6 GENERAL LTG. I 15 14 1065 1-9 RANGE 2 50 6 8000 8-10 APPLIANCES 1 20 12 3000 II-13 DOUBLE OVENS 2 40 10 6800 NOT USED 12-14 DRYER 2 30 10 5000 15-11 A/C COMP. 2 50 8 ----- NON CURRENT I6-18 A.H.U. w/ HEAT 2 60 6 (10000) 10 KW. STRIP 19 DISHWASHER 1 20 12 1500 20 LAUNDRY 1 20 12 1500 21 WELL PUMP 1 30 12 2000 22 REFRIGERATOR 1 20 12 1500 23 HOOD/MICRO. 1 12 12 100 24 GAR. DR. OPN'R. 2 12 14 800 25-36 SPARES TOTAL LOAD = 41,865W FIRST 10 KW W 100% = 10000 A/C 10 K.W. B 100% = 10000 REMAINDER S 40% = 31,865 a 40% = 15,146 TOTAL = 35,146 TOTAL /240 = 146.44 AMPS MIN. PANEL 41 = 146.44 AMPS PANEL #2 = 65.83 AMPS TOTAL = 212,27 AMPS KITCHEN STL V" 2"INN TR,-t DWI FAUN 2" VTR. BATH 2" TUB 11 1 3" LA W C. (2) 1 1/2" 3" VDBL. BOWL KIT, SINK 20 ` WASHER ,'2" 2" 111 V CIO MASTER BATH C. SHWR, 2 TUB PLUMBING RISER DIAGRAM N.T.S. ELEC. LOAD CALC. I PANEL 42 CIRCUIT NUMBER DESCRIPTION CIRCUIT BW WIRE WATTS REMARKS POLE TRIP 1-6 GENERAL LTG. I 15 14 5000 1-9 WATER HEATER 2 30 10 4500 8 EXT. GFI 1 20 12 1500 10 EXT. LTG. 1 20 12 1500 II-13 100 AMP POOL SUB PANEL 2 50 6 12,000 TO EXTERIOR SUB PANEL 12-20 SPARES FIRST 10 KW 100% = TOTAL LOAD D = 24,5000J A/C 10 K.W. a 100% = 00000 REMAINDER B 10% - 14500 0 10% - 5.800 TOTAL = 15,800 TOTAL /240 = 65.83 AMPS MIN. PROVIDE 400 AMP TOTAL SERVICE AMPPOOL PANEL w/ EQUF. EXT. HOT 3" TO SEPTIC COLD SYSTEM SHWR. VTR. (2) 1 1/2" LAVS. HB. ------------------ I.4 #4 BEDROOM #2 iI FAN FAN BOX BOX nHALL Er COVERED - PATIO BKFST, AREA REF. NCE GFI -- -- ENTED MICRO. BATH2 all E 0 79' A.F.F. III KITCHEN LL o= GFI 1) HALL MASTER \ \ \ \ \ AN \ 1 1 BEDROOM \ I a< I I `'�' y (______ )) 1 () I GFI I LIVING ROOM � I `\\ GEL-® UFI i I 1 FAN I ILL T u ��y I T j ACTIVATEEI SWITCH I 1 @ 1 `! — — — — — — y IN M OUTLET 8 PANTRY BEDROOM #3 WJ,G' ) �' L 'Ill p6 I # I/ \I L F W.I,C1 - ------------T] HALL II LAUN, 1 II F YER 1 LL B 11OE LI T DINING AREA a 0 I r —A— i - GFI------- 2 IACC g MRNG GFI _ MASK $ R� BATH ( ) 1 -- _-� I / I Merl I I � k I I EAN GFI L—_ J I I i %7 TO DOOR I GFI OUTLET FOR CHIMES I OVERHEAD --- 00 {� l i l �� I DOOR DOOR OPERATOR ---- -G ----------------------------- -T 2-CAR GARAGE COVERED 1 - - - ENTRY I I � I I � I I ❑ r_________________-� ❑ ARC -FAULT BREAKER PROTECTION IN ALL BEDROOMS HB. u COMP, ELECTRICAL SYMBOLS � IIOV DUPLEX IN TV JACK U, DISCONNECT DOOR CHIMES =e HALF -HOT NPH PHONE JACK O ELEC. METER FLUORESCENT CLOSET FIXTURE 220V OUTLET Ei BUTTON ELEC. PANEL VANITY STRIP LIGHT FIXTURE 24'. 304 OR 31V EO FINL• j SINGLE SWITCH ® SMOKE DETECTOR W/ C.O. MIN. 52' FROM FANS y LIGHT FIXTURE 3-WAY SWITCH ® HI -HAT � rrc LIGHT LCHAIN FIXTURE NOTE: LOU] VOLTAGE BOX LOCATED T-O' A.F.F. IN LAUNDRY ROOM (TYP) GF� GFI OUTLET ® VAPOR PROOF HI -HAT EXT. MOTIONINN DET./SW./LIGHT �:� „' CEILING FAN .,� PRE -WIRE 2�?• w/ SWITCH %, `ZN•, AND FAN �' `✓ BOX GFI WEATHER-PROOF GFI OUTLET FAN EXHAUST FAN WALL MOUNTED LIGHT FIXTURE 400 AMP ELEC. R15ER DIAGRAM ELEC. PANEL PANEL METER 6 (2/0) C.U. IN #I 3° CONDUIT 200 tt2 200 200 AMP PANEL 120/240 VOLT (400 AMP) AMP AMP M.C.B. ALL O COPPER WIRING 41 BARE COPPER WIRE 1 11/0). 1 (2/0), TELECOM LUG TO 5/8' GALV6/0 GND) FPlL SUPPLIED ROD+COLD WATER PIPE CONDUT WIRE AND FOUN. RE-BAROPTIONAL X2' 100 AMP POOL SUB PANEL ON SIDE OF MASTER BEDROOM FIELD TRADES NOTES: TRIM/CARPENTRY STRUCTURAL 25M POCKET DOOR INTO BATH J2 EXTENDED COVERED REAR PATIO 2888 PEDESTRIAN DOOR N MASTER BATH N UEU OF WINDOW TWO 24" SQUARE COUAANS AT FRONT PORCH (DELETE ANGLES) (DELETE CONCRETE LINTELS AT FRONT PORCH WOOD 2X12's) 5V CRIMP METAL RDOF INSULATION FRAMING/DRYWALL R20 SPRAY FOAM INSULATION ALL SPACES AND GARAGE REVERSE LAYOUT OF MASTER BATH FOR DOOR TO SUE YARD LOCATE LAUNDRY ROOM NEAR FOYER ENLARGE MASTER WALK IN MOSET (DELETE DEN) EMERALD KITCHEN W/ RAISED BAR FACING BKFST. AREA BEDROOM j4 BEHIND KITCHEN (NO FAMILY ROOM) 288E SO. OPNG FROM WIC INTO LAUNDRY ROOM AIR CONDITIONING/HEATING PLUMBING NEST THERMOSTAT CITY WATER S:PTIC SYSTEM BNO E BOR mm SIX OTHER TWO VANITIES IH BATH EXTERIOR HOT/COID SLOWER ON SIDE OF MASTER RATH POOL DURING CCNSIAUCRON ON FRONT YARD Of Ham FULL HEIGHT BACNS;ASH ELECTRICAL 400 AMP UNHURCUND ELM MlVCE AMP POOL $US FAU_ ADD FAN = ./ TWO WOES TO COYM RENT PATIO (4) SURROUND SOUND WEAKER PRE IRES NOTION BUSING LIGHT SWICH N WU N PANTRY MACKIE DER FAN BOX TO KITM AREA FAN 80 N/ 2 911ITGE5 N UVNG ROOM DAIE W PAGDIICIINN IREINW AN fNA NWIFS ELECTRICAL PLAN SCALE: 1/4' = 1'-0' ARC -FAULT BREAKER PROTECTION IN ALL BEDROOMS, ALL APPLIANCE AND GFI CIRCUITS. DINING ROOM AND BKFST AREA OUTLETS TO BE ON SEPARATE DEDICATED CIRCUITS h. `0 U) / r- CD Ln N U=tc m U ZUJ � Lu Q LL W c _ 01Q J Qm m �O 14D OQJ N� ��Q I ao �0 mOD V�� �@ Wm �LoW I)k ad N go ° LL 8 gC SEAL U < Lj CL `t W < C � U O =F 3 JO W <U- J W CL LL J Z W c F- 3 < i U 0 SHEET NO. 5 OF CAT 5E WIRING FOR PHONES ° I-1/2CLEAR tr + ,M.U, � m ° GROUT 05 REBAR AT BOTTOM 0 ° OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8'ACTUA PROVIDED IN LINTEL B` fVARIES) NOMINAL WIDTH F F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF *5 REBAR AT BOTTOM OF LINTEL CAVITY 8Fl6-lB/lT NOMINAL WIDTH J L QUANTITY OF 45 NOMINAL HEIGHT) REBAR AT TOP PRODUCT APPROVAL # FL-158 CAST-CRETE TYPE DESIGNATION 18X8 CBS 145 RE-B 1 30" APPROX, GRADE 30"x30"xl2" FTG, w/ 245 EACH WAY 8X8 CAST-CRETE PERFORM� BOND BEAM _ T.O.B. w/ 1-#5 (n e W M / j r A Y � T.O,B, 7. r ? ;T�,-� POURED CELLS w/ 1#5 CONT, FM. BEAM TO FOOTING DETAIL STEP BEAM MASONRY PATIO POST DETAIL VB, STRAPS ARE MISSING I GED. CONNECTOR FASTENERS UPLIFT Fl F2 (1) MTSM20 SIMPSON 7-lOdxl,5" NAILS (4) 1/4"x2 1/4" TITEN 875 120 90 FOR UPLIFT OVER 875# AND NOT EXCEEDING 1750# ADD ANOTHER MTSM20 MISSING STRAP DETAIL 2017 FBC RESIDENTIAL 1, BASIC WIND SPEED - 170 MPH VULT CV=132 MPH ASD] ASCE 7-10 FIG 26,5-IA / TABLE R301,213 2, BASIC VELOCITY PRESSURE - 32 PSF 3, OCCUPANCY USE/TYPE - SINGLE FAMILY DWELLING [ENCLOSED] 4, RISK CATEGORY II 5. EXPOSURE CATEGORY - C 6, INTERNAL PRESSURE COEFFICIENT [ENCLOSED] 0.18 - IMPACT -PROTECTED OPENINGS 7, COMPONENTS/CLADDING DP - PER TABLE R301,2[2] [SEE ELEVATION VIEWS] 8. MWFRS - ROOF UPLIFT 26 PSF 01 ENCLOSED, 37 PSF (P OPEN 9, TOTAL ROOF DEAD LOAD - 5 PSF UPLIFT; 17 PSF BEARING 10, TOTAL ROOF LIVE LOAD - 20 PSF BEARING TOP CHORD 10 PSF BOTTOM CHORD 11, ROOF TRUSS LOADS - PER TRUSS ENGINEERING 12, MEAN ROOF HEIGHT <30' 13. SHEARWALLS - 4' MINIMUM LENGTH - NO OPENINGS BETWEEN REINE CELLS; CONTINUOUS LOAD PATH PROVIDED 14. SOIL BEARING CAPACITY - 2500 PSF NOTE: ENGINEER CERTIFIES STRUCTURE COMPLIES WITH STRUCTURAL AND WIND LOAD REQUIREMENTS OF 2017 RESIDENTIAL FLORIDA BUILDING CODE. Q O ZD �ocD2 U O J W © ©00= <�r= b-<cf)> 9 ■A I GARAGE DOOR BUCK: 2X6 P.T. TOP, 2X8 RT EA. SIDE w/ 1/2' DIA. 4 VB' EMB, REDHEAD WEDGE ANCHOR BOLTS @ 36' O,C, DOOR/SGD/WINDOW BUCKS: EACH CAN BE NON-STURCTURAL OR STRUCTURAL, TO EXTEND BEYOND INSIDE EDGE OF FRAMES NON-STRUCTURAL BUCKS: # WINDOWS USE IX4 P,T„ SWING DOORS & FRENCH DOORS USE 1X6 P.T. (SLIDERS USE P.T. 2X8 & IX8 TOP w/ 1X8 w/ ,099' X 21/2" HARD COIL NAILS 0 12" O,C., THEN CONNECT DOOR/SGD/FRENCH DOOR/WINDOW FRAMES w/ 3/I6` DIA. TAPCONS 11/4' EMBEDMENT INTO MASONRY THROUGH BUCKS 0118" O,C., OR SPACED PER PRODUCT APPROVAL, STRUCTURAL BUCKS: >K WINDOWS USE 2X4 P.T„ SWING DOORS & FRENCH DOORS USE 2X6, SLIDERS USE P,T, 2X8 & lX8 TOP w/ IX8 SIDES w/ 3/16' TAPCONS 11/4" EMBEDMENT INTO MASONRY @ I8' 0/C, 3 TAPCONS MINIMUM EACH SEGMENT, THEN CONNECT DOOR/SGD FRENCH DOOR/WINDOW FRAMES w/ FASTENERS AND SPACINGS PER PRODUCT APPROVAL. # IX8/2X6 CAN BE RIPPED AS LONG AS THE REMAINING STILL FULLY SUPPORTS DOOR FRAME, INTERIOR SWING DOOR INTERIOR BIFOLD DOOR FRAME OPENINGS FRAME OPENINGS 286E = 82 1/2" X 34" 1668 = 811/2" X 19" 2668 = 82 1/2" X 32" 2068 = 81 1/2" X 25" 3068 = 82 1/2" X 38" 2668 = 81 1/2" X 31" 5068 = 82 1/2' X 62" 2868 = 81 1/2" X 33" 2880 = 98" X 34" 3068 = 81 1/2" X 37" 2680 = 98" X 32" 4068 = 81 1/2" X 49" 3080 = 98" X 38" 5068 = 81 1/2" X 61" 5080 = 98" X 62" 6068 = 81 1/2" X 73" NOTE; 8 FOOT HIGH BI-FOLDS SHALL HAVE 97 5/8" HIGH ROUGH OPENINGS. NOTE; FIRST NUMBER IS THE HEIGHT SECOND NUMBER IS THE WIDTH C� H- z w Lw 0 O cn 0) =CMU \ Q COLUMN HORIZONTAL OR VERTICAL 2X4 FRAMING AS NEEDED FOR SQUARE OR ARCHED BUILD DOWN BETWEEN FRONT PORCH COLUMNS (SEE SHEET 1 OF 7 FOR DIMENSIONS) PORCH CMU COLUMN DOWN DETAIL 1. ROOF NAILING 8d RING -SHANK NAILS 6" O,C, FIELD, TYPICAL, Bd RING -SHANK NAILS (P 4" 0,C. FIELD AND EDGES WITHIN 5 FT, OF GABLE ENDS AND PERIMETER, 8d RING -SHANKS ARE 0.113" DIAMETER, 0,28" HEAD, 2" LONG NAILS. 2, STURCTURAL LUMBER MINIMUM LUMBER GRADE: 2X12 #2 HF, 4X4 02 8YP, ALL OTHERS #2 SYP OR STUD SPF. ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. WOOD FRAMED BEARING WALL FIRST STUD AT CONCRETE CONNECTED TO CONCRETE w/ 3/16" DIA, TAPCONS, 1 1/2" EMB. 0 12" O,C, 3, HEADERS ALL HEADERS/WOOD BEAMS ARE (2) 2X12 EXCEPT NOTED, BONDED w/ IOD NAILS 6" O.C, INTERIOR BEARING HEADER w/ 1 1✓2" BEARING, STRAPPED w/ 1-MTS16/ USP MTVV16 w/ 14-IODx 1 1/2" NAILS EA. END EXCEPT NOTED, 4. EXTERIOR CEILING LATH AND DECORATIVE CEMENTITIOUS COATING, EXCEPT NOTED, 5, SOIL BEARING 2500 PSF MINIMUM, CONTRACTOR TO PROVIDE 6, CONCRETE TO HAVE 3000 PSI COMPRESSIVE STRENGTH IN SLAB AND FOOTINGS, 3000 PSI IN BEAMS AND COLUMNS, MASONRY CONFORM WITH ASTM C-90, fm=1900 PSI, TYPE M MORTAR PER ASTM C-270, fm=2500 PSI 7, GRADE 60 STEEL MINIMUM IN FOUNDATION AND FOOTINGS, GRADE 60 IN BEAMS AND COLUMNS, LAPPED PER ACI-318, 8, ALL INTERIOR FRAMING MEMBERS SHALL BE AT 16" O,C. MAXIMUM, UNLESS NOTED OTHERWISE 9. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION 10, FABRICATION OF ROOF/FLOOR TRUSSES MUST BE AUTHORIZED BY THE CONTRACTOR U CONTRACTOR TO LAYOUT THE WORK, VERIFY ALL DIMENSIONS, ELEVATIONS, PITCH, WALL AND CEILING HEIGHTS PRIOR TO ORDERING ANY WORK OR MATERIAL. 12, PROTECTO WRAP LWM200 MEMBRANE AROUND PERIMETER OF OPENINGS OF A/C SPACE MASONRY OPENINGS FOR SINGLE HUNG WINDOWS (SIZES INCLUDE 1X BUCK ALL FOUR SIDES) 14 20 1/8" x 51 5/8" 22 = 38" x 27" 23 = 38" x 39 3/8" 24 = 38" x 51 5/8" 25 = 38" x 64" 26 = 38" x 73" DBL. 24 = 75 1/8" x 51 5/8" DBL. 25 = 75 1/8" x 64" DBL. 26 = 75 1/8" x 73" 33 = 54 1/8" x 39 3/8" 34 = 54 1/8" x 51 5/8" 35 = 54 1/8" x 64" 36 = 54 1/8" x 73" 1/2 33 = 27 1/2" x 39 3/8" 1/2 34 = 27 1/2" x 51 5/8" 1/2 35 = 27 1/2' x 64" 1/2 36 = 27 1/2" x 73" NOTE F/R,9T NUMBER /S THE W1,07H SECOND NUMBER /S THEHE/GHT MINIMUM MASONRY OPENINGS FOR TRANSOMS OVER FRONT DOORS MAIN HOUSE 1/2 RND. AT FRONT ENTRY = 76 1/4" x 40 1/4" GUEST HOUSE 1/2 RND, AT FRONT ENTRY = 76 1/4" x 37 5/8" (INCLUDES 3 1/2" FOR HANDFRAMED ARCH) MAIN HOUSE AND GUEST HOUSE 30" RECTANGLE @ FRONT ENTRY = 76 1/4" X 31" FRAME OPENING FOR 20 MINUTE FIRE RATED LAUNDRY DOORS 3068 = 38" X 81" 2868 = 34" X 81" GLASS BLOCK MASONRY OPENINGS 3 WIDE X 5 HIGH = 24 3/8" X 40 1/8" 5 WIDE X 5 HIGH = 401/8" X 401/8" NOTE; RECTANGULAR TRANSOMS OVER 3 WIDE X 7 HIGH = 24 3/8" X Cr,7/8" SLIDING GLASS DOORS AND WINDOWS 5 WIDE X 7 HIGH = 40 1/80 X 55 7/8" SHALL HAVE 19" CLEAR BETWEEN TOP NOTE: OUTSIDE FACE OF GLASS AND BOTTOM WOOD BUCKS, BLOCKS TO BE 3" IN FROM EXTERIOR UNLESS NOTED OTHERWISE, SURFACE OF MASONRY WALLS USE EVERY OTHER FASTENER HOLE a END VIEW OF STRAP SIMPSON FGTR CAN BE USED TO TIE DOWN ANY (MIN, 2-PLY) TRUSS OR GIRDER, FOR UPLIFT NOT EXCEEDING 5000 LBS, USE WITH (2) 1/2"x5" TITEN HD AND (18) 1/4"x3" WOOD SCREWS, ERNATE TRUSS OR GIRDER TIE DOWN METAL ROOFING (SEE SHEET 1 1 ON 30# FELT ON 19/32" PLYD ON WOOD TRUSSES, SEE PRODUCT APPROVALS FOR PRODUCT SPECIFICATIONS) TRUSS ANCHOR WALL HGT, SEE ELEVATIONS !' 1X2 ON 2X6- CAST- CRETE FASCIA w/ LINTEL METAL DRIP EDGE 24" uNo. METAL LATH w/ CEMENTITIOUS COATING - SOFFIT I COURSE GROUT SOLID a0 UNDER WINDOW OPENING TYR WINDOW SILL DETAIL STEEL; GRADE 60 DOWEL AND FOOTING GRADE 60 IN BEAMS AND z COLUMNS 1 1/2" RECESS TO RECEIVE BLOCK o AT PERIMETER MASONRY OPENINGS FOR SLIDING GLASS DOORS LOCATE WOOD BUCK 5/8" FROM INSIDE FACE OF MASONRY WALL (TYPICAL) 5068 SLDG. = 62" x 811/2" 5080 SLDG. = 62" x 97 1/2" 6080 SLDG. = 74" x 97 1/2' 8080 SLDG, = 98" x 97 1/2" 9080 SLDG, = 110 7/8" x 97 1/2" MASONRY OPENINGS FOR EXTERIOR SWINGING DOORS (SIZES INCLUDE 2X BUCKS AT THE SIDES AND THE TOP) 2668 = 35 1/4" x 82 1/2" 2868 = 37 1/4" X 82 1/2" 3068 = 41 1/4" X 82 1/2" 5068 = 65 3/4" x 82 1/2" 606E = 78" x 82 1/2" 2680 = 35 1/4" X 98 1/2" 2880 = 37 1/4" X 98 1/2" 3080 = 41 1/4" X 98 1/2" 5080 = 65 3/4" x 98 1/2" 6080 = 78" x 98 1/2" FRAME OPENING FOR GARAGE ATTIC ACCESS PANELS 22 1/2" WIDE X 54" LONG ROOF PITCH (SEE ELEVATIONS) 1X4 S.Y.P. 8LA' ' BRACE @ 8' O,C. I R-20 OPEN CELL FOAM 77 IGNITION BARRIER APPLIED TO UNDERSIDE OF ROOF DECK 5/8" DRYWALL OR 1/2" C/C BOARD 1X2 P,T, FIRESTOP 8" U-BLOCK w/ 1#5 AT THE TOP, FILLED. (MIN. CAN BE INCREASED w/o COMMENT FROM THE ENGINEER) 8"xS"xl6" MASONRY BLOCK 1X2 P,T FURRING w/ R-4,1 INSULATION BETWEEN 1/2" DRYWALL #5 IN FILLED CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) HOOK AT TOP DOWEL AT BOTTOM, (TYP,) 4" CONC. SLAB w/ FIBER MIX, OVER 6 MIL VAPOR BARRIER ON COMPACTED AND TREATED SOIL GRADE _ 16"DXl8"W 12` EMB a SOIL BRIG, 2500 PSF ° MONOLITHIC FOOTING • SLAB 8 FOOTING w/ 245 CONTINUOUS 3000 PSI CONC. BEAMS & COLUMNS 1& 3000 PSI CONC. FILL TYPICAL WALL SECTION Q0 U a3 43 cj m 'o 0 cn t- m ( O a I t` J «-- Q LL Lu W Ica _ 02a =Qm 'D tv Q ci co I _j J o W U��o w zLn .7 0 X CC d U_ a 3 Z5 W aD N y: N z CO o " > 3 to w ,°_ aac < an a ® o N a SEAL ENSF' ., F 424B5 QF 40 :III,,,\ v, J cn WLu J 2 �U _ cn � Zo �- cc < J do en Z J W Z 3 � � 4 0 SHEET NO. D1 6 OF 7 or 3 OF 4 for ABUELITA'S CASA ,JUN IS 731:9 I ST. LUEIO County, PermIttin9 BX8 CAST-CRETE PERFORM BOND BEAM T:O,B, w/ W > r� T.O.B. Y � ^rA �. 0 F = FILLED WITH GROUT / U = UNFILLED r— QUANTITY OF +5 REBAR AT I BOTTOM OF LINTEL CAVITY 8 16-11B/1T NOMINAL WIDTH 1 1 L QUANTITY OF 05 NOMINAL HEIGHT) REBAR AT TOP PRODUCT APPROVAL # FL-158 CAST-CRETE TYPE DESIGNATION • •IM DETAIL U, t % Q 8X8 CBS w/ 145 RE -BAR O O 0 30" LAP 4" PATIO m SLAB w/ 8X81#5 THICKENED Q EDGE APPROX: GRADE 30"x30"x12" FTG, VV 2#5 EACH WAY MASONRY PATIO POST DETAIL 'rP,'POURED CELLS w/ 1#5 CONT. FM, BEAM TO FOOTING STEP BEAM MB: STRAPS ARE MISSING GED, CONNECTOR FASTENERS UPLIFT F1 F2 All (1) MTSM20 SIMPSON 7-101x1,5" NAILS (4) 1/4"x2 1/4" 875 120 9 TITEN FOR UPLIFT OVER 875# AND NOT EXCEEDING 1750# ADD ANOTHER MTSM20 MISSING STRAP DETAIL 2017 FBC RESIDENTIAL 1, BASIC WIND SPEED - 170 MPH VULT [V=132 MPH ASD] ASCE 7-10 FIG 26,5-1A / TABLE R301.2,1,3 2. BASIC VELOCITY PRESSURE - 32 PSF 3, OCCUPANCY USE/TYPE - SINGLE FAMILY DWELLING [ENCLOSED] 4. RISK CATEGORY II 5. EXPOSURE CATEGORY - C 8: INTERNAL PRESSURE COEFFICIENT EENCLOSED] 0,18 - IMPACT -PROTECTED OPENINGS 7. COMPONENTS/CLADDING DP - PER TABLE R301,2E21 [SEE ELEVATION VIEWS] 8, MWFRS - ROOF UPLIFT 26 PSF El ENCLOSED, 37 PSF @b OPEN 9: TOTAL ROOF DEAD LOAD - 5 PSF UPLIFT; 17 PSF BEARING 10. TOTAL ROOF LIVE LOAD - 20 PSF BEARING TOP CHORD 10 PSF BOTTOM CHORD 11. ROOF TRUSS LOADS - PER TRUSS ENGINEERING 12, MEAN ROOF HEIGHT - <30' 13. SHEARWALLS - 4' MINIMUM LENGTH - NO OPENINGS BETWEEN REINF, CELLS 14. SOIL BEARING CAPACITY - 2500 PSF NOTE: ENGINEER CERTIFIES STRUCTURE COMPLIES WITH STRUCTURAL AND WIND LOAD REQUIREMENTS OF 2017 RESIDENTIAL FLORIDA BUILDING CODE. FIELD AND EDGES, w/ E, ENIU D DL) INMILO' EA� 76 1/4" M.O. 0 75 1/4 FRAME OPN'G. FROM TOP OF LINTEL ABOVE DOOR w TO BOTTOM OF 2X4 FRAMING, THEN ADD BUCKS FOR 1/2 ROUND N MAIN HOUSE ARCH FRAMING DETAIL N FOR TRANSOM OVER FRONT DOOR N 3 1/2" FROM LINTEL TO 2X4's r o o w cn Q N Es 0 �mQ0 1X OR 2X P,T. BUCK AROUND ENTIRE PERIMETER OF OPENING co O � cn U C5 00 oo7i 0 Lu 0 � 0 Oumu �QQ� JI~-dw cl-¢cn> TOP OF BEAM (SEE ELEV�) 7 2X4 BLK, @ 6" O.C. w/ 2-10D NAILS EA, END 7;-BOTTOM OF CAST-CRETE LINTEL 15/32" PLYD, BD NAILS @ 6" O.C. Cp FIELD AND EDGES, ARCH FRAMING D AT WINDOW -MASONRY R.O. FOR WINDOW OR DOOR -FINISHED FLOOR REF, EL, 0"-011 ►OLE GARAGE DOOR BUCK; 2X6 RT, TOP, 2X8 P,T, EA, SIDE w/ 1/2' DIA. 41/13' EMB, REDHEAD WEDGE ANCHOR BOLTS a 36' O.C. DOOR/SGD/WINDOW BUCKS: EACH CAN BE NON-STUACTURAL OR STRUCTURAL, TO EXTEND BEYOND INSIDE EDGE OF FRAMES NON-STRUCTURAL BUCKS: WINDOWS USE 1X4 P.T:, SWIM DOORS ✓1 FRENCH DOORS USE 1X6 P.T. (SLIDERS USE P.T. 2XB S.1X8 TOP w/ 1X8 w/ .099' X 21/2' HARD COIL NAILS L4 12' O.C„ THEN CONNECT DOOR/SGD/FRENCH DOOR/WINDOW FRAMES w/ 3/16' DIA TAPCONS 11/4' EMBEDMENT INTO MASONRY THROUGH BUCKS (I 18' O,C„ OR SPACED PER PRODUCT APPROVAL. STRUCTURAL BUCKS: WINDOWS USE 2X4 P.T., SWING DOORS d FRENCH DOORS USE 2XB, SLIDERS USE P,T, 2X8 d 1X8 TOP w/ IXB SIDES w/ 3/16' TAPCONS 11/4' EMBEDMENT INTO MASONRY 0 18' 0/C, 3 TAPCONS MINIMUM EACH SEGMENT, THEN CONNECT DOOR/SGD FRENCH DOOR/WINDOW FRAMES w/ FASTENERS AND SPACINGS PER PRODUCT APPROVAL. # IX6/2X6 CAN BE RIPPED AS LONG AS THE REMAINING STILL FULLY SUPPORTS DOOR FRAME. INTERIOR SWING DOOR INTERIOR BIFOLD DOOR FRAME OPENINGS FRAME OPENINGS 2868 = 82 1/2' X 34' 1668 = 81 1/2" X 19" 2668 = 82 1/2" X 32" 2068 = 81 1/2' X 25' 3068 = 82 1/2' X 38" 2668 = 81 1/2" X 31' 5068 = 82 1/2" X 62' 2868 = 81 1/2' X 33" 2880 = 98' X 34' 3068 = 81 1/2' X 37" 2680 = 98" X 32" 4068 = 81 1/2' X 49' 3080 = 98" X 38' 5068 = 81 1/2" X 61' 5080 = 98' X 62" 6068 = 81 1/2' X 73' NOTE: 8 FOOT HIGH BI-FOLDS SHALL HAVE 97 5/8" HIGH ROUGH OPENINGS. NOTE; FIRST NUMBER IS THE HEIGHT SECOND NUMBER IS THE WIDTH F illiMor )�COLUMN 0 O U w 0 w U 0 cncorn� z�r_j LL13<ccl- HORIZONTAL OR VERTICAD' 2X4 FRAMING AS NEEDED FOR SQUARE OR ARCHED BUILD DOWN BETWEEN FRONT PORCH COLUMNS (SEE SHEET 1 OF 7 FOR DIMENSIONS) PORCH CMU COLUMN DOWN DETAIL e " a e ee see SIMPSON FGTR CAI TIE DOWN ANY (MI OR GIRDER, FOR UP 5000 LBS, 10. MASONRY OPENINGS FOR SINGLE HUNG WINDOW (SIZES INCLUDE 1X BUCK ALL FOUR SI 14 = 20 1/8' x 51 5/8' 22 = 38' x 27" 23 = 38" x 39 3/8" 24 = 38" x 51 5/8" 25=38'x64' 26 = 38" x 73" DBL. 24 = 75 1/8' x 5 8" DBL. 25 = 75 1/8' 4" DBL. 26 = 75 x 73' 33 = 54 x 39 3/8' 34 = /8' x 51 5/8' 3 541/8" x 64" 36 = 54 1/8' x 73' 1/2 33 = 27 1/2' x 39 3/8' 1/2 34 = 27 1/2' x 51 5/8' 1/2 35 = 27 1/2' x 64" 1/2 36 = 27 1/2" x 73' L ROOF NAILING Bd RING -SHANK NAILS 6" O.C. FIELD, TYPICAL, Bd RING -SHANK NAILS e' 4" D.C. FIELD AND EDGES WITHIN 5 FT, OF GABLE ENDS AND PERIMETER, LO Bd RING -SHANKS ARE 0.113" DIAMETER, 0,28" HEAD, 2" LONG NAILS. 03 E 2, STURCTURAL LUMBER c� MINIMUM LUMBER GRADE: 2X12 #2 HF, 4X4 #2 SYP, ALL OTHERS #2 SYP OR STUD SPF. j a ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. W ° WOOD FRAMED BEARING WALL FIRST STUD AT CONCRETE CONNECTED TO CONCRETE a q o LL � m w/ 3/16" DIA. TAPCONS, 1 1/2" EMB, & 12" O.C. y � m S 3. HEADERS b U ALL HEADERS/WOOD BEAMS ARE t21 2X12 EXCEPT NOTED, BONDED w/ lOD NAILS 6" O.C. INTERIOR BEARING HEADER w/ 1 1/2' BEARING, STRAPPED w/ 1-MTS16/ USP MTW16 �j o U E w/ 14-10Dx 1 1/2' NAILS EA. END EXCEPT NOTED, 4, EXTERIOR CEILING LATH AND DECORATIVE CEMENTITIOUS COATING, EXCEPT NOTED. N � i `� _- 5. SOIL BEARING 2500 PSF MINIMUM, CONTRACTOR TO PROVIDE a a c 6. CONCRETE TO HAVE 3000 PSI COMPRESSIVE STRENGTH IN SLAB AND FOOTINGS, 3000 m o o aEi PSI IN BEAMS AND COLUMNS: MASONRY CONFORM WITH ASTM C-90, fm=1900 PSI. TYPE M MORTAR PER ASTM C-270, fm=2500 PSI U 7, GRADE 60 STEEL MINIMUM IN FOUNDATION AND FOOTINGS, GRADE 60 IN BEAMS AND COLUMNS, LAPPED PER ACI-318, 8, ALL INTERIOR FRAMING MEMBERS SHALL BE AT 16" O,C. MAXIMUM, UNLESS NOTED OTHERWISE 9. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION 10. FABRICATION OF ROOF/FLOOR TRUSSES MUST BE AUTHORIZED BY THE CONTRACTOR 0 � 11, CONTRACTOR TO LAYOUT THE WORK, VERIFY ALL DIMENSIONS, ELEVATIONS, PITCH, y _ m WALL AND CEILING H IGHTS PRIOR TO ORDERING ANY WORK OR MATERIAL. J ^ Ln N S NOICA10 ST/1W69/S THE W/OTH MASONRY OPENINGS (t7 SEMUAeO9 /S THFA0CvYT FOR U DES:ca SLIDING GLASS DOORS Z = U UM MASONRY OPENINGS FOR LOCATE WOOD BUCK 5/B' FROM INSIDE — U J TRANSOMS OVER FRONT DOORS FACE OF MASONRY WALL (TYPICAL) AIN HOUSE 5068 SLDG. = 62' x 81 1/2' 0 W 1/2 RIND. AT FRONT ENTRY = 76 1/4" x 401/4" MIN 5080 SLDG. = 62' x 97 1/2" LU to _ 6080 SLDG, = 74' x 97 1/2" 8080 SLDG: = 98" x 97 1/2' V GUEST HOUSE 9080 SLDG. = 110 7/8" x 97 1/2' 0 Q 1/2 RND, AT FRONT ENTRY = 76 1/4' x 37 5/8" = J LLJ (INCLUDES 3 1/2" FOR HANDFRAMED ARCH) MASONRY OPENINGS Q FOR MAIN HOUSE AND GUEST HOUSE EXTERIOR SWINGING DOORS a• m (SIZES INCLUDE 2X BUCKS AT 30' RECTANGLE @ FRONT ENTRY = 76 1/4' X 31" THE SIDES AND THE TOP) J J w ti 2668 = 35 1/4' x 82 1/2' Q < O 00 FRAME OPENING FOR 2868 = 37 1/4' X 82 1/2' 0 >_ ILN N 20 MINUTE FIRE RATED LAUNDRY DOORS 3068 = 41 1/4' X 82 1/2" :) 0 CD N O0 3068 = 38" X 81" 5068 = 65 3/4" x 82 1/2' 2868 = 34" X 81' 6068 = 78" x 82 1/2" V � Lu 2680 = 35 1/4" X 98 1/2" 2880 = 37 1/4' X 98 1/2' LJ.I 0 X GLASS BLOCK MASONRY OPENINGS 3080 = 41 1/4' X 98 1/2" 2 < 3 WIDE X 5 HIGH = 24 3/8' X 40 1/8' 5080 = 65 3/4" x 98 1/2" jr Ln IL LL 5 WIDE X 5 HIGH = 40 1/8" X 40 1/8" 5080 = 78" x 4' 98 3 WIDE X 7 HIGH = 24 3/0" X 55 7/8" NOTE; RECTANGULAR TRANSOMS OVER 5 WIDE X 7 HIGH = 40 1/8" X 55 7/8' SLIDING GLASS DOORS AND WINDOWS FRAME OPENING FOR SHALL HAVE 19' CLEAR BETWEEN TOP NOTE; OUTSIDE FACE OF GLASS GARAGE ATTIC ACCESS PANELS AND BOTTOM WOOD BUCKS. BLOCKS TO BE 3" IN FROM EXTERIOR "1 UNLESS NOTED OTHERWISE, SURFACE OF MASONRY WALLS 22 1/2' WIDE X 54' LONG G s USE EVERY OTHER FASTENER HOLE END VIEW OF STRAP BE USED TO 2-PLY) TRUSS =T NOT EXCEEDING USE WITH (2) 1/2"x5" TITEN HD AND (18) 1/4"x3" WOOD SCREWS, RNATE TRUSS OR GIRDER TIE DOWN SHINGLE/TILE/METAL (SEE SHEET 1 ) ON 30# FELT ON 19/32" PLYD ON WOOD TRUSSES. (PEEL & STICK FOR TILE ROOFING (REFERENCE PRODUCT APPROVALS FOR PRODUCT SPECIFICATIONS) TRUSS ANCHOR 1X2 ON 2X6­�" CAST - FASCIA w/ CRETE LINTEL METAL DRIP EDGE 24" UNO. METAL LATH w/ CEMENTITIOUS COATING SOFFIT 1 COURSE GROUT SOLID °0 UNDER WINDOW OPENING TYP. WINDOW SILL DETAIL STEEL; GRADE 60 DOWEL AND FOOTING GRADE 60 IN BEAMS AND COLUMNS z 1 1/2" RECESS TO g RECEIVE BLOCK o AT PERIMETER GRADE ' 16"DX18"W MONOLITHIC FOOTING N w/ 2#5 CONTINUOUS ROOF PITCH (SEE ELEVATIONS) 1X4 S.Y,P, #3 LA' BRACE @ T O,C, R-20 OPEN CELL FOAM w7 IGNITION BARRIER APPLIED TO UNDERSIDE OF ROOF DECK 5/8" DRYWALL OR 1/2" C/C BOARD 1X2 P,T. FIRESTOP 8" U-BLOCK w/ 1#5 AT THE TOP, FILLED. (MIN. CAN BE INCREASED w/o COMMENT FROM THE ENGINEER) 8"xB"x16" MASONRY BLOCK 1X2 P.T: FURRING w/ R-41 INSULATION BETWEEN 1/2" DRYWALL #5 IN FILLED CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) HOOK AT TOP DOWEL AT BOTTOM. (TYP.) 4" CONIC, SLAB w/ FIBER MIX, OVER 6 MIL VAPOR BARRIER ON COMPACTED AND TREATED SOIL-7 -.EMBdSOIL BRG, 2500 PSF SLAB 8, FOOTING 3000 PSI CONC. BEAMS 8, COLUMNS 1B„ 3000 PSI CONC. FILL TYPICAL WALL SECTION 3: � N � y: zIL o . I $ U. c > 3 g 42485 " •'•. STATE OF :' cc N J LLI W 0 0 0U) _ <O Z~ HO J CC U)Z Lu WIn cn 3 2 U G SHEET NO. D1 6OF7or 3 OF 4 for ABUELITA'S CASA TRUSS END DETAIL SQUAM CUT OVEWW%G to to Ri KI I a, 8' I. 8110, 1 1012, 1 I TT 1 4' 3' 1 5' n• 1 III III is n• I R' n• I 7' 0 4.11/12 VAULT 0 O 8' B' 14' B' n 2'2 72 )r 3' 0' (Y 3' 3' 0' I 12, 3' I. 1.v .3;I 135 W MA105 �ll!_�It�l•III�Itol►� miml� l-Imlmimi1 00 a ' I NOMINEE ol ME r VP) n v4' 5 n' t L. l5 •fir+# Coll m is i FRAMA" No 1b Pla m G6 0� Ln Co xLj 1 N � m �, V � L _ UMBER CO. � LQQ ro O Cd C) U E Strapping & Nailing Detail Type of Strap U Type of Connection Strap Manufacturer Strap Indentification Connectors in Header Nails in Truss Uplift (lbs) Lateral Florida PA# F1 1 F2 TRUSS TO MASONRY A SIMPSON HETA12 NOTE #2 NA (7)10d X 1 1/2 1520 340 725 FLA 11473.14 TRUSS TO MASONRY A LISP HTA12 N (8) IN X 1 1/2 16M 590 660 FLA 859 h+ TRUSS TO MASONRY B SIMPSON HETA16 NA (9)10d X 1 1/2 1810 34D 725 FLA 11473 3 2125 SINGLE 3500 J �. N TRUSS TO MASONRY I0 USP HLPTA75 NA (20)11001112 DOUBLE 1860 1160 FLA 1247 TRUSS TO MASONRY C SIMPSON HETA20 NA (9)10d X 1 1/2 1810 355 725 FLA 11473 3 M U TRUSS TO MASONRY C USP HTA20 NA (10)10d X 11/2 1615 59D 660 FLA 859 d \• / U PECIALTY CONNECTOR D SIMPSON HU/HUG410 (18)114X 2114 TAPCON (10)10d X 1112 1135 FLA 10531.31 Z , + PECIALTY CONNECTOR D USP H0410 (12)114X 2114 TAPCON (10)100 19D5 FLA 13285 u TRUSSIRAFTERS TO < U. WOOD E SIMPSON HiOA (9) i0d X 1 112 (9) IDd X 1 112 1140 590 285 FL 10446 7 v J W TRUSSIRAFTERS TO WOOD E USP RT16 (8)10d X 1 112 (9)1Dd X 1 1/2 1360 800 645 FLA 10739 W TRUSSIRAFTERS TO 2 � 1 WOOD F SIMPSON MTS1A HIM 1fH x 1 112 [JAI Inn x t If? VIM PIA MARR R V TRUSSIRAFTERS TO WOOD F USP MTW18 (14)10d X 1 112 (14)10d X 1112 1195 FLA 620 GIRDER TRUSS TO MASONRY G SIMPSON HGT-2 (2) 314" X 6" ATR (16) tOd 1D980 FLA 10455.4 GIRDER TRUSS TO MASONRY H SIMPSON MGT (1) 518" X 15" ATR (22)10d 3955 FLA 11473.10 GIRDER TRUSS TO MASONRY I 1 SIMPSON LGT2 (2PLY) (7)114 X 21/4 TAPCON EA (16)16d EA 2050 FLA 11473.7 or 12 SIMPSON LGT3 SDS2,5 (3PLY) (4) 318" X 5• TITEN HD (12)114 X 3 SDS 3285 FLA 11473.7 WOOD BEAM TO CONCRETE BEAM 3 SIMPSON HUC410 (18)114 2 314" TAPCON (10)10d 1895 BEARING 5085 FLA 10665.14 RETROFIT K SIMPSON MTSM2D (4)1/4' X 2114, TAPCON (7)10d X 1 1/2' 1175 235 1 90 FLA 11473.12 GIRDER TRUSS TO MASONRY L SIMPSON FGTR (2)112" X 5" TITEN (18) SOS 114 X3 50DO SINGLE FL 11473.2 GIRDER TRUSS TO MASONRY L SIMPSON FGTR (4)1/2"X5' TITEN (36) SDS 114" X 3' 94DO DOUBLE FL 11473.2 Paa.r�o•s 2ri f3wL��c.. p sz��► w u0Yrc27 NOTES I TRUSS MANUFACTURER TO SPECIFY ALL TEMPORARY & PERMANENT TRUSS BRACING 2 OR LTA 1 W1(12)10d X 1 1/2' UPLIFT CAP 14204 LATERAL F1.485# F2-1425# PA#1423 3 ATR+ALL-THREAD ROO EPDXIED INTO CONCRETE 12' MIN FOR 5/8" & 16" MIN FOR 3/4" & 718" W/ SIMPSON "SET" EPDXY 4 F1 PARALLEL TO TRUSS 5 F2 PERPENDICULARTO TRUSS 6 TRUSS STRAPS NOT SPECIFIED ARE TO BE TYPES MASONRY E WOOD 7 UPLIFT NOT SHOWN ARE <500# 8 ALLOWABLE UPLIFT FOR DOUBLE HETA 161HETAK 16l LTA1 STRAPS IS 2500# FOR 2-PLY (USE 16d NAILS) TRUSSES 2035# FOR 1-PLY W/ tOd X 1 117 (OR ADD 2X4 SPACER 12" LONG TO TRUSS- (8)16d) 9 ACTUAL LATERAL WIND LOADS FOR TRUSS CONNECTIONS ARE LESS THEN 200# PERPENDICULAR/ PARALLEL TO WALL, THE RATIO OF ACTUAL VS ALLOWABLE COMBINED UPLIFT AND PARALLEL! PERPENDICULAR LATERAL <1.0 10 ALLOWABLE UPLIFT OF EMBEDDED STRAPS IS NOT BASED ON ALLOWABLE STEEL STRESS 33Ya INCREASE It JALLOWABLE LOADS ARE PER 2015-2016 SIMPSONAISP CATALOGS 12 ISTRAPS MAY BESUBSTITUEDTO MEET DESIGN UPLIFTS WITHOUT ENGINEER APPROVAL ROOF AREA = 4295 SQ. Ft, SOFFIT LINEAR FOOTAGE = 320 L,F, ROOF FRAMING PLAN NOT TO SCALE 2JW <m Co ~ 0 �Co ) J -� o N. C4 00 V � ��— aNio W t0 T U) ZIn LAW 24 x L tZ U. C() W 1 31 3 o N r� o CL Z f O LL c � Z < m 0 O O 0 N 4 < 42'4055 Z J J IL. a U Z 4f• cc W 0 2 E.. LL 3 JO 0 W ALL 0 Z do Ir LU Im 3 i U c SHEET NO. OF 7 ff .DROOM 42 ►U TIE CLOWN TO COMPLY WITH WE GALV. CLIPS FLA PRODUCT TL14239 N AMP POOL --'— SW PMEI w/ 41I8 EQW, .�%.. 1 1 .._ _._..^ FQR DINING ARf.A J Ip�I� X il.i f��X11n) -l. I II- yTl - H 3. X1 ASLIB ]'��TH LSD.. - CONC. GI 101111 I 'I I OR 3TOOP ' I I UX$ I OVI RI II AD DOOR A` ` / ( i Ot'I RA TOR CCiVk"RED- I I 2...CA1 CxARA( ENTRY 1 I -- «.—....—..,.....,—,.,... Nutone Bathroom Exhaust Fans EF#1 = 50 CFM EF#2 = 110 CFM EF - . IRRIG, WELL r AN) IC:t1UN'. COMP. AC-1 4 TON C.U. - CH14NBO480OG A.H.U. - FB4CNP060L HEAT - 05 KW COOLING CAP. - 46,000 HEAT CAP, - 45,500 ELECT - 208-230-1 BRKR CU- 40 AHU-45 REF. LINES --1/8 & 318 S.E.E.R. -14.50 HSPF - &20 SUPPLY DUCT 13AIr A.H,U.I RETURN I� DUCT PLUAT SWITCH PJR;IM RY DRAW Nb DRYIJALL STAND AIR HANDLER DETAIL d y E it * 4t � Ark CONDITIONING & MECHAN I CAI , Inc. CAC'181766& 1543 DONNA ROAD WPH, FL.�33409 5 6 1 6 8 9— 1 0 9 3 83.1 S. KINGS NWY FT. PIERCE, FL, 34945 772'-.878-•7577 ALL IDEAS, DESIGNS ARRANGrMEN'IS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING AF OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON AND IN CONNECTION WITH THE SPECIFIED PROJECT NONE OF SUCH IDEAS, Df SIGNS. ARRANGEMENTS, AND PLANS SHALT_ BE. USED BY, OR DISCLOSE"D 10 ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITrf PERMISSION OF PREFERRED AIR CONDITIONING be MECHANICAL. INC MODEL: PINEWOOD 4 CUSTOMER. ALLIH FORT PIERCE, FL DRAWING: ELECTRICAL, PLAN Project Shout Dote S°al° WINDOW SCHEDULE WINDOW MARK CODE REMARK iO 22 V 25 EGRESS 3O 24 ® 34 SO 1/2 35 © 36 O DBL.26 O - WINDOW NOTES: NOTE; ALL WINDOWS TO BE SINGLE HUNG, 1/2 FLANGE. (OBSCURE GLASS IN BATHS ONLY) (SEE PRODUCT APPROVALS FOR MANUFACTURER INFO,) NOTE: WINDOW AND DOOR SUPPLIER TO PROVIDE ACCURATE ROUGH OPENING SIZES FOR ON SITE USE. WHITE WINDOW FRAMES FIELD TRADES NOTES: TRIM/CARPENTRY STRUCTURAL 2868 POCKET DOOR INTO BATH 2 EXTENDED COVERED REAR PATIO 2868 PEDESTRIAN DOOR IN MASTER BATH IN LIEU OF WINDOW TWO 24" SQUARE COLUMNS AT FRONT PORCH (DELETE ANGLES) CONCRETE LINTELS AT FRONT PORCH (DELETE WOOD 2X12's) 5V CRIMP METAL ROOF INSULATION FRAMING/DRYWALL R20 SPRAY FOAM INSULATION ALL A/C SPACES AND GARAGE REVERSE LAYOUT OF MASTER BATH FOR DOOR TO SIDE YARD LOCATE LAUNDRY ROOM NEAR FOYER ENLARGE MASTER WALK IN CLOSET (DELETE DEN) EMERALD KITCHEN w/ RAISED BAR FACING BKFST. AREA BEDROOM #4 BEHIND KITCHEN (NO FAMILY ROOM) 2868 SQ. OPNG FROM WIC INTO LAUNDRY ROOM ORANGE PEEL IN LIEU OF KNOCKDOWN RAISED CABLE & TV OUTLETS AS SHOWN (BACKING 60" A.F.F.) AIR CONDITIONING/HEATING PLUMBING NEST THERMOSTAT CITY WATER SEPTIC SYSTEM SINK OTHER TWOLVANITIESTINEBATH #2 EXTERIOR HOT/COLD SHOWER ON SIDE OF MASTER BATH POOL DURING CONSTRUCTION FULL HEIGHT BACKSPLASH (DELETE STD. 4" BACKSPLASH IN KITCHEN) SHOWER SPRAY BATHROOMS TILE ENTIRE HOUSE PEXDHELD UNDEERGROUND SUPPLYILINEOSH ELECTRICAL TOWEL BARS AND TP HOLDERS TO MATCH FAUCETS COOKTOP AND DOUBLE OVEN IN KITCHEN INSTALL SOD 24" AWAY FROM HOUSE WALLS 400 AMP UNDERGROUND ELEC. SERVICE wl 100 AMP POOL SUB PANEL INSTALL WELL FOR IRRIGATION PURPOSES ADD FAN BOX w/ TWO SWITCHES TO COVERED REAR PATIO (4) SURROUND SOUND SPEAKER PREWIRES MOTION SENSING LIGHT SWITCH IN WALK IN PANTRY RELOCATE DEN FAN BOX TO KITCHEN AREA FAN BOX w/ 2 SWITCHES IN LIVING ROOM LIGHT ABOVE LOWER BKFST. BAR w/ SWITCH DEDICATED 20AMP 110 OUTLET IN GARAGE (48' A.F.F.) EXTERIOR GFI ON MASTER BATH SIDE OF HOUSE ENTIRE HOUSE TO HAVE LED LIGHT FIXTURE` MOTION FLOODLIGHTS AT 4 CORNERS w/ FOYER SWITCH 220 AND 110 FOR IRRIGATION WELL AND TIMER NEAR A/C PAD DATE OF PRODUCTION MEETING AND FINAL NOTES: o 12x14x4 NICHE O 0 z LW >_ n� om 0,_0„ 3'-01) / 9 „ EMD. L-- - - - - - IN 0 -0"-5 1/2117� SHWR. FLR, SHOWER DETAIL SCALE: 1/2" = 1'-0' 4 -0 1/2 100 AMP PC SUB PANEL 4X8 EQUIP PAD i 00 n HB HOT UNE VIEW "El" SCALE: 1/4" = 1'-0" 31'-0" 29'-0" 4'-8" 12'-6" 12'-6" 7'-9' 21'-3" O C C CIIIIII III IIIIIIIIICIIIIIIC C A TOP OF WINDOW �' of oL A A C C C ----------------------------- mm I 2' 0" 3 1 11,4, BEDROOM #4 1/ a FLAT CLG. 1 M glo'-O" A.F.F. BEDROOM 42 `' A DEL. -0' -4" L z z_ FLAT CLG. 08'-0" A.F.F. T.O� SLAB w 3'-7" 2'-11" 6'-10" 5'-9" 4'-5" 3'-3" 4'-3" 1� S-41/2" _p" 2'-0" 2'-9' HALL M� 3 1/2" 3 1/2" 3 1/ 2068 A BI-FLD. A m A C ry ----- i POUR RAKED � ----;--9 O - --- m a ,o wo��I LINE BEAM 0 3 COVEREDO w 3 ¢ S-4 1 2" 1668�A C 70" PATIO CLG. 3 1/2° YOBKF C OKTOP w/ REF,= ------ w/ VENTED MICRO, z¢ �I o i i/ w ..FLAT HALL c°'., � w � Tp' HOR/010'-0" WALLED BY FLATCLG. A A.F.F. 1 2" ABOVE 79" A,F,F, it'-6" > CUSTOMER 'REA FINISHED END VIEW.F. ( CHEN2'-10 FLAT CLG. 1 1)10'-0" PANEL ACCESSIBLE WW F\ BATH 29" C C i \ B080 SLD'G. GL. DR A.F.F. I a= I , >U J BAT� CLEAR OPENING o 0 A o o I� o m� o w 130 I I z LL". rn I I cYi� MASTER m b VIEW •�� W B" q 1 BEDROOMZ1 1 I TRAY CLG. FM p'-o° To J, 1 �2 LIVING ROOM A 9'-0" A.F.F. 1 FLAT CLG. FLAT < C i, C� S4 -- - J BEDROOM 43 " A.F.F. - - FLAT CLG. A.F.P. WALK A J------- --- a \ IN PANTRY q I � - y 2868 as 1 ¢ z� FLAT CLG. 3'-0" 3'-4" 5-2" 3 3'-2 1/2" DEL. O'-0" REF. SLAB cwoti oo d wIO'-0" A.F.F. T-21 2" 11'-0" 31/2" 31/2 3 1/2" 5'-2" 5'- 1/2" _11-' HALL .. w1� I q o� ELDATE BOTTCiA 3 1 2 M 6'-2° 6'-9" 8" Nw HALLU0411ti cHaDs2a DVERuc O I SQUARE NICHE P A la 2868 4n \ \A/ 1 C FLAT CLG.° 40 BI-FLD. #1B.F. o \ I L'FLAT CLG. M - - - 42" A,F_F, ITOP _96") VIEW ®10'-O' A.F.F.3 ' 28' DEEP 4 ; s8'-On A,F,F, o D' 62' LONG STAND N 20'-0' v a: �' i FAN co G, 12-0 FLAT CLG. FOYER 3 9'-4 3/4" 3 /2" ° A 2868 I s8 A. P. FLAT CLG. DINING AREA 5/8' PLYD,- o eu ' @'12'-0' AFF. I 42" HIGH KNEEI LAT CLG. 10 O" N o¢o `= TOP FOR A/C STAND FRAME w/ 2X4 WOOD z� I A.F.F. 4„ r -A- , aw M 4 1" I h I 24" W. KNEE TP.FLDR 31/2" 31/2 EMEA,EGRESSWALL 1 -- 1 1 1\ I A 5-6 '6' SPACE F -- D W TOP @1 z M I I 11 �I 22 1/2'x54" ATTIC u B 1 1' 7" MASTER I BF. z '° - 60 O" HIGH 1 B'-9" A.F.F. wo �'o z m i I �' ACCESS PNL I / 1 z� aw N - ¢ IL BATH 66 z_ J E3 TRANS. OVE - _ JI A 2-6 I THRU 1 A 2-CAR GARAGE FLAT CLG. I I I ROOF ;n COVERED 1 O o 8'-0" A.F.F. o 1 o A Es ENTRY I ITRAY CLG 1 IgM.08 O 2 6" o CLG, 3 I 3'-D" 2'-11 1/2" A F F 68 - - -' = �0 6'-10 1/4' 2" \ @FLAT 13-0' A.F.F, 1 ��� FRAMED BUILD DC V1 3 1/2" o BOTTOM �° 11-I 1 � r - - - - - - ----------------------- - � 3' -0" 7'-10 3 4" A A A A ITYP FOR BOTH SI _ a o A 1 1 A A ATw3'40 1 '°` I NOTE: A.FF. A - - 2O I 1 PROVIDE INSULATION BETWEEN I 1 A/C AND NON -A/C SPACES -+ _ _I _ 24' SQUARE 1 PER ENERGY CALC. BY OTHERS P � o I �m BILK COL. TOP flT-WAF.F.ITYP.1LU 1 A A DETAISHUIR. SHEE of j o W f ID D ��; o py y A HER INFO.) A P N jI W= o N 16000 MTL. O.H. DOOR D D I GLASS 5W X 5H` A A A A A A BLOCK (TYP, FOR FRAfuE (SEE EL BUILD DOWN VATIONS AND I w p, ¢ ED BA OF COLUfv�N BA S FLUSH w I'6"a-0" WATER STOP 3 IN M, BATH) HEET 6 OF 7) > PORCH SLAB 3'-0" 3'-1 1/2" 3'-1 1/2" 3'-D" 3'-O" 7'-2" 3'-6" 9, 1 ,r 2'-11" 10'-8" 10'-8" 12'-3" 10'-2" 16, 21'-4" 60'- FL00R PLAN SCALE: 1/4" = F-O" X VIEW "Fl SCALE: 1/4" = Y 0" O I� A/C COMP, ON CONC, PAD 0 HB. 0 1 N d FORM AND P" RAKED BEAM 05 w/ 3T LAP - E T.O. Vml . TYPICAL BLOCK w/ 1#5 05 VERTICAL (TYPICAL) Il/1f1EU DEf'HIVI DETAIL FOR PINEWOOD MODELS NOT TO SCALE V IC VV /L\ SCALE: 1/4" = 1'-0' 30• UP ER 2• UPPER O OVEN -FULL HEIGHT BACKSPLASH- VIEW """B VICVV �_l SCALE: 1/4" = V-O" taoS - 0356 I yl(olq NICHE Poo. REVIEWED FOR BEYOND CODE COMPLIANCE ST. LUCIE COUNTY NEE WALL BOCC M REVISIOW I L� VIEW "D"" SCALE: 1/4' = 1'-0" FILE COPY FIELD SET 12-12-2019 AREA CALCULATIONS A/C VOLUME LIVING AREA U/A = 2232 S,F. 20088 FRONT PORCH = 166 S.F. COVERED PATIO = 438 S.F, GARAGE/MECH NON A/C 427 S.F, TOTAL SQ, FTG, = 3263 S,F, RECEIVED DEC 17 ?019 ST. Lucie County, Permitting V Q) O m O p U LL. Q- � o '° ro v b a �° U U M O � M L o ° m E C2 o CC Ln � cep o � rb 07 c p o —_ E m ,U ti CNI LO CID ul J 04 I U U=i; Ca ZUJ < LL w 0 < J <m MC) I CIDO J co (n >.01 < C4 00 Z)OCL FOOD V Cc � I WZ� �U) Ox in Ln 3: CLLL Z 0 o 0 J v� ca F s ow N [M mU 3 O LN N IL m m I0 LL W Z > i m ct s BOYS wralaIIEO DEC 15 J LL. L U Z t W_ 0 a 2 JO 3 o LLI LL " J Z LL °- w C7 J Z I„ 3 0 12 U SHEET NO, OF 7 1#5 CONTINUOUS IN CONC, CURB FOR EACH 4" OF HEIGHT GRADE 16"DXl8"W MONOLITHIC FOOTING w/ 2#5 CONTINUOUS TOP OF CURB 1 1/2" BELOW FIN, FLR. OF - MAIN HOUSE MAIN HOUSE FLR, 0"-0" -• OVARIES IN HEIGHT P 0" EMN :tee, e 18" SLAB & FOOTING 3000 PSI CONC. BEAMS & COLUMNS 3000 PSII CONC, FILL GARAGE CURB DETAIL I 0 1 M cV r LE -0 IjG 44'-0" 1'-0' I 100 AMP POOL SUB PANEL w/ 08 EQUIP, PAD HB EXT. HOT COLD SHWR�► 3'-0" 31'-0" 29'-0" SEPTIC IN REAR i YARD i 2'-6" —— — — — r- — —— — —— —— — — — — —- H3 ---_ 1 r — I I / I L J30 / �72'x30"xl2" DEEP 8X12 THICKENED EDGE w/ 145 x30 xl2 DEEP / CONIC, FTG. w/ 4#5 EACH WAY (TYP,) CONwl 2#5 EACH WAY =2 / / I 6'-6" 6'-10" 10'-2" 3'-3" 4'-3" 7'-4" / 4'-2" 4' B" 2'-6" 4'-6° / 5-61 2 31 ^ o I / �k -- c I E.L. -0'-4" O, S B000OKTOP rl R" — - -- SL "RECESS FOR G.—GLASS DOOR TRACK�FTG, -----' F3:>O TYP. U,N,O,(SEE " TYPICAL (1) 48" LONG I DETAIL SHEETS) #5 REB R AT / 2 r ------ I� 2'LO° EACH INTERIOR / M I CORNER (TYP.) I / NOTE; 8 X 11/2" CBS BLOCK PRESSION \\ 18'w X 16"tl CONT, MON FTG, w/ 2#5 REBARS Y \ J 4" THICK FIBERMESH' 000psi CONCRETE USED ON ALL POURED MEAS -� - J ALL CONCRETE TO WFIBERMESH, CLEAN FILL UNDEOOISONED COMPACTED SOIL VISQUEN AND C9RNER BARS REQUIRED. 3 1/2" r a IN WALKS ANDAIVEWAYS TO BE FIBERMESH SLAB SQU4 60' O'x58'-6' CORNED/ 0 CORNER 83'-9' WALLS ABOVE SHOWN FOR - 8XB THICKENED I EDGE w/ 145 / REFERENCE ENE �J (TYP J / EL. O'-D" F.SLAB / ONLY SEE FLOOR PLAN FOR AL DIMENSIONS) r — — V / P 1618' MONO EWH / w/ 2#5 IGH POINT j EL. -0'-4" TO. SLAB D �I Pl III - o I \ LU, ° ,J _j OLL �w N w _j / I - I o 0 3'-5° I T-4° 3 _—_ 1 5'-11" J co II AB I / -- — — —- UjI Z m / 6 -6 3 4 cn M N 0 it j 0 i 3/4" S-0 1 /2" I � F7 � 13'-111/4" / o LOW POINT EL-0'-6" — , 00 in 36"x36"x12" D CONIC. FTG. EP r h I ( w/ 445 EAC WAY I - T,O. SLAB �, & "� ❑ r --(TYP—FOR ) M ---- —— — — — — —— — J _J.. lk TOP OF CURBI 1/2 xl6'-O" WATER STOP 1 1 1/2' BELOW FIN, 3'-0" 6'-3" 3'-0" 6'-0 3/4" 3'4' 8'-11 1/4" 3 5-5" 2'-B" LOOR SHOWN SHADED 16'-0" 2'-B" 12'-3" 10'-2" 16'- 21'-4" 1 1 60'-0" I FOUNDATION/SLAB PLAN IP SCALE; 1/4" = 1'-0" a IRRIG. WELL EQUIP. CONC. PAD FOR A/C COMP. 0 )7 0 I N REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC REVISION 00 FILE COPY FIELD SET 12-12-2019 C ZI OC m Lu 4 � U � a m OP ' cn b o p O< co r E U ° @ a E N U_ CZ t, 0 W) 1 (o U) J� N U=M m ZUJ U) LLJ Q LL W _ 0 J Qm CD � O 1 t0 OQJ0 (i) Q N 00 U� W) I WZU) �N Ox 10c Lid 0. LL i O y 5 w H _ rn s 3 O W N d Cc OLL W Z O ZLL, O m 7 d O CL G o NLS - 42485 �L Z LJL J CL U LU m a r- CL N O =1­ \ W -<O O Z dd V- FL M 0 J O Z LU 0 a :2 U cc a SHEET NO. 4 OF 7 Perimeter of House/Garage Slab = 262`9 1/2" ELEC. LOAD CALC. PANEL #I CIRCUIT NUMBER DESCRIPTION CIRCUIT BW WIRE WATTS REMARKS POLE TRIP 1-6 GENERAL LTG. I I5 11 1065 1-9 COOKTOP 2 50 6 8000 8-10 APPLIANCES 1 20 12 3000 II-13 DOUBLE OVENS 2 40 10 6800 12-11 DRYER 2 30 10 5000 15-11 A/C COMP. 2 50 8 ----- NON CURRENT 16-16 A.H.U. w/ HEAT 2 60 6 00000) 10 KW. STRIP 19 DISHWASHER 1 20 12 1500 20 LAUNDRY 1 20 12 1500 21 WELL PUMP 1 30 12 2000 22 REFRIGERATOR 1 20 12 1500 23 HOOD/MICRO. 1 12 12 100 24 GAR. DR. OPN'R. 2 12 14 800 25-36 SPARES TOTAL LOAD = 59,665W FIRST 10 KW 9 100% = 10000 A/C 10 K.W. W 100% = 10000 REMAINDER 9 10% = 11,665 61 10% = 11,866 TOTAL = 31,866 TOTAL /240 = 15118 AMPS MIN. PANEL #1 = 157,78 AMPS PANEL #2 = 65,83 AMPS TOTAL = 223.61 AMPS 2" VTR. 2„ BATH KITCHEN TUB 11/2" 2" 2"' 3„ L, C,0 STUD R WC 3 2„ DW• (2) 1 1/2"" 3" VTR, DBL, BOWL KIT, SINK LAUN. 3" 3„ 2„ WASHER ELEC. LOAD CALC, PANEL 42 CIRCUIT NUMBER DESCRIPTION CIRCUIT BW WIRE WATTS REMARKS POLE TRIP 1-6 GENERAL LTG. I 15 14 5000 1-9 WATER HEATER 2 30 10 4500 8 EXT. GFI 1 20 12 1500 10 EXT, LTG. 1 20 12 1500 II-13 100 AMP POOL SUB PANEL 2 50 6 12,000 TO EXTERIOR SUB PANEL 12-20 SPARES TOTAL LOAD = 24,SOOW FIRST 10 KW 0 100% = 10000 A/C 10 K.W. 8 100% = 00000 REMAINDER ® 10% = I4,500 s 10% = 5,800 TOTAL = 15,800 TOTAL /240 = 65.83 AMPS MIN. PROVIDE 100 AMP TOTAL SERVICE MOTION F WIRED TO SWITCH 100 AMP POOL SUB PANEL w/ 4X8 EQUIP, PAD EXT. HOT 3" TO SEPTIC COLD SYSTEM SHWR. MASTER BATH 2" VTR, (2) 1 1/2` JLAVS. WC. 2„ SHWR, 2- TUB PLUMBING RISER DIAGRAM N.T.& MOUND FAN SOLND BOX SPEAKER ` MASTER LIGHT BEDROOM , FAN I Y I i I I I 1 I I I 1 D © 1 LIGH LI( - - - - - - --` SD 5V O GFI _ MASTER _ _ I' BATH ExH FAN 1 I l i I I I I I I I 1 I ARC -FAULT BREAKER PROTECTION IN ALL BEDROOMS COVERED PATIO MOTION FLOODLIGHT WIRED TO FOYER SWITCH HB. ------------------- MOUND BOUND SPEAKER RAISED TV AND ELEC. AT 60" A.F.F. SURROUND SPEAKER SURROUND SOUND SPEAKER y -- o it BKFST AREA GFI C I I II O? F GFI cn Z I oI I o !0 C ---- / CD ~O Jz I GFI I LIVING ROOM �< LAUN, DINING AREA FOYER LI T I GFI I p Wo R in TO DOOR j CHIMES TO MOTION FLOODLIGHTS I 1 COVERED I ENTRY I E I Ii-----------------� HI -FEAT SPACING MAY VARY DUE. TO TRUSS LAYOUT #4 ;, ITED MICRO. @ 79' A.F.F. KITCHEN 30A 120V FOR SEWER PUMP HALL y REF BEDROOM #2 hil!l!"imammill ELECTRICAL SYME30LS IIOV DUPLEX © TV JACK Lh DISCONNECT g° DOOR CHIMES HALF -HOT NPH PHONE JACK g ELEC. METER FLUORESCENT CLOSET FIXTURE 220V OUTLET BUTTON ® ELEC. PANEL ELEC. VANITY STRIP SMOKE PNL. LIGHT FIXTURE j SINGLE SWITCH DETECTOR L/ C.O. LIGHT 24". 30" OR 36" MIN. 52" FROM FANS FIXTURE 3-WAY SWITCH HI -HAT {E} PULL CHAIN NOTE: LOW VOLTAGE BOX LOCATED TPc LIGHT FIXTURE T-O" A.F.F. IN LAUNDRY ROOM (TYP) GFI GFI OUTLET ® VAPOR PROOF EXT. MOTION ', CEILING FAN VP HI -HAT DET./SW./LIGHT \;> ;' ` PRE -WIRE Up WEATHER-PROOF GFI OUTLET exH FAN EXHAUST FAN MOUNTED:' LIGHT w/ SWITCH =ALL ` ;� BpX FAN � FIXTURE v MOTION FLOODLIGHT WIRED TO FOYER IRRIG, PUMP COMP. 400 AMP ELEC. RISER DIAGRAM ELEC. PANEL PANEL METER 6 12/0) C.U. IN #1 12 200 AMP PANEL 3" CONDUIT 200 200 120/210 VOLT (100 AMP) AMP AMP M.C.B. ALL O COPPER WIRING 94 BARE COPPER WIRE 1 2 (1/0), 1 (2/0). FP(fLl TELECOM LUG TO 5/6" GALV. 1 (4/0 GND) SUPPLIED ROD+COLD WATER PIPE 2" CONDUIT WIRE AND FOUN, RE -BAR OPTIONAL 100 AMP POOL SUB PANEL ON SIDE OF MASTER BEDROOM FIELD TRADES NOTES: TRIM/CARPENTRY STRUCTURAL 2868 POCKET DOOR INTO BATH EXTENDED ...WED REAR PATIO 2868 PEDESTRIAN DOOR IN MASTER BATH iN LIEU OF WINDOW TWO 24" SQUARE COLUMNS AT FRONT PORCH (DELETE ANGLES) CONCRETE LINTELS AT FRONT PORCH (DELETE WOOD 2X12's) 5V CRIMP METAL ROOF INSULATION FRAMING/DRYWALL RZO SPRAY FOAM INSULATON ALL A/C SPACES AND GARAGE REVERSE LAYOUT OF MASTER BATH FOR DOOR TO SIDE YARD LOCATE LAUNDRY ROOM NEAR FOYER ENLARGE MASTER WALK IN CLOSET (DELETE DEN) EMERALD KITCHEN w/ RAISED BAR FACING BKFST. AREA BEDROOM 14 BEHIND KITCHEN (NO FAMILY ROOM) 2868 SO. OPNG FROM WC INTO LAUNDRY ROOM ORANGE PEEL IN LIEU OF KNOCKDOWN RAISED CABLE k TV OUTLETS AS SHOWN (BACKING DO" A.F,F. AIR CONDITIONING/HEATING PLUMBING NEST THERMOSTAT CITY WATER SEPTIC SYSTEM MALE BOWL KITCHEN SINK OTHER TWO VANITIES IN BATH #2 EXTERIOR HOT/COLD SHOWER ON SIDE OF MASTER BATH PO0. DURING CONS7INCTNN F.U. HBGHT BACKSPL.ASH (OEM STD. V BACKSKASH IN KITCHEN) HANDHELD SHOWER SPRAY IN BOTH BATHROOMS TILL ENTIRE HOUSE PEX UNDERGROUND SUPPLY UNES TOWEL BARS AND IP HOLLERS TO MATCH FAUCETS OD0KTOP AND DOUBLE Oa IN KPICHEN ELECTRICAL INSTALL WaL FOR SOD 24" AWAY FROM HOUSE WNMS PURPOSES 400 AAIP IA.9ERCROUNO EEEC, SERN[£ w 100 AMP POOL SUB PANEL ADD ADD FAN BOX w/ TWO SWITCHES TO COVERED REAR PATIO (4) SURROUND SOUND SPEAKER PREWRES MORON SENSING LIGHT SWITCH IN WALK IN PANTRY RELOCATE DEN FAN BOX TO KITCHEN AREA FAN BOX w/ 2 SWITCHES IN UWNG ROOM UGHT ABOVE LOWER SKFST. BAR w/ SWITCH DEDICATED 20AMP 110 OUTLET IN GARAGE (48' A.F.F.) EXTERIOR GFI ON MASTER BATH SIDE OF HOUSE ENTIRE HOUSE TO HAVE LED LIGHT FIXTURES MOTION FLOODLIGHTS AT 4 CORNERS / FOYER SWITCH 220 PND 110 FOL2 IRRIGATION WELL Al iiNER NEAR A C PAO a^rE a RR[0.CIg1 lEE1WF uo :NAL whs ti ® Lf) 1 W— CD Ln J� N V U=co Zo.J IaLL UJ W c 02 Q 2QLu J co 0 a. MO I CID O Q J Nt0 IU�Q I III OCL CD OD V���I VJ zLo r �Lo ILL,=Q � U.) �: CL LL swlrcri I � $>l WALK rn N IL PANTRY m E 110 DIA a BEDROOM #3 r o o c I MEDIA BOX 96" AFF, Z * O LL > 3 Z w O ¢ cc m n HE. G G y #I U HALL SEAL FL ELEC. METER �w VERIFY r FINAL LOC 2 I/7611" AITTIG w/ FPL, DEDICATED ACCESS f 1\14 REVISION 20AMP 1 17 u 46" A.F.F. l Zw P�1 Q w FILE COPY u L — — J FIELD SET �_j GFI OUTLET FOR OVERHDOOR EAD U d OPERATOR 12-12-20190 = ---------------w_ Q --------- -1 2-CAR GARAGE � U 3 J® w w a� w z It ELECTRICAL- PLAN 0 SCALE: 1/4" = 1' 0" U MOTION FLOODLIGHT ARC -FAULT BREAKER PROTECTION WIRED TO FOYER IN ALL BEDROOMS, ALL APPLIANCE AND SHEET NO. SWITCH GFI CIRCUITS, DINING ROOM AND BKFST AREA OUTLETS TO 5 BE ON SEPARATE DEDICATED CIRCUITS OF CAT 5E WIRING FOR PHONES 7 NOA 10� 1 NW COR OUTLOT 17 1 NOT FND PARCEL ID: 3404-501-0630-000-2 (OCCUPIED) NO WELL OR SEPTIC INTERFERENCE WITHIN 75' N 90000'00" W 490.00'(P) FND 1/2" IP No ID N 90000'00" W 340.00'(D) W 0.62' N 90000'00" W 340.62'(M) 48" OAK ON A FND 5/8" IR PROPERTY CORNER do NO ID ON 1'. X 6' CLF COP, 6' CLF COR ,10� 5 2,3', E 12' 5 10.51, W 1' FND 5/8" IR NO ID ON 15' 0/S 8g o� 88 '88 8S ZZ 06' CLF COR tio' 5 07, W 0.4' FND 5/8" IR NO ID PARCEL ID: 3404-501-0631-000-9 :✓ (OCCUPIED) $ $ NO WELL OR SEPTIC INTERFERENCE .00 od Ln WITHIN 75' o Lu $ LO S C $$ zz o�v O� n QQ8 at P 0% M i SW COR OUTLOT 17 NOT FND 155.50' 11. h R50.00' PROPOSED y� I W LN FND 5/8" R/C LB 4942 N 0.21', E 0.11 COP OUTLOT 17 D 5/8" IR NO ID a $ 18 D/F N ww w 8M 8 PARCEL ID: 3404-501-0631-000-9 So $ (OCCUPIED) g $ g FFE= 10.94 jST Z Z Z NO WELL INTERFERENCE WITHIN 75' g 0 3 z FND 5/8" R/CJK bb Z N 90000'00" W 340.00'(D) UILLEN N 05�w0.34' V �o� N 90000'00" W tiob 325.00' (M) BM EL= 9.66 NAVD , o^MyO yo X X 6'CLFCOR - ob S 1.6 mJ m N ABANDONED -- 3- OHE OHE OHE ED OH OHE 01 H x WELL TO BE tio° oti o° oM o ti REMOVED tio' .q. T _" g O b• o :(3. EXISTING W 3 4r ... _ STRUCTURES O WELL TO BE TO BE REMOVED b N yti RELOCATED +ti� o �,Ob $0 S 8 h EXISTING PARCEL ID: 3404-501-0632-000-6 �aqq SEPTIC SYSTEM TO BE REMOVED (OCCUPIED) Imo N Imo 1Qb N 90-00'00" W 340.00'(D&M) IoP 6' CLF COP ' CLF 5 0.23' 5 0.23' EAST 340.00' PARCEL I1):3404-501-0633-000-3 (OCCUPIED) FFE= 12.91 NO WELL OR SEPTIC INTERFERENCE WITHIN 75' N 90000'00" W 340.00'(D) N 90000'00" W 490.00'(P) 12.5 o + Cn N NN,. PROPOSED SINGLE FAMILY RESIDENCE 13.67' - N FFE= 13.02 NAVD a w r6 3.58' p0 0 v n o COVP m C C 13.0' 'O 38.08' ST �2.5 0 DRAINAGE PLAN 1" = 20" CE ti OlA PROPOSED WATER SERVICE m M OHE OHE-OHE-(3 OHE OHE - CHI 12.5 10� 10ti 126.00' 00 PROPOSED PROPOSED 18' X 20' CONC 18' SHELLROCK DRIVE DRIVE 15"CMP & 3 b 1Ob �10. 126.25' 126.75' P a �ti CS �12.5 h 3 FND 5/8" IR a NO ID E COP OUTLOT 17 NOT FND i d I c�, IAA', i19 LU LEGAL DESCRIPTION: THE SOUTH 110 FEET OF THE NORTH 260 FEET OF THE EAST 340 FEET OF OUTLOT 17, IN WHITE CITY FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 21, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS'. 4705 ELM AVENUE FORT PIERCE, FL 34982 NOTES: ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE COUNTY BENCHMARK "JUNE", HAVING A PUBLISHED ELEVATION = 3.5941 (METERS) NAVD 1988, CONVERTED TO 11.79 (FEET) NAVD 1988. PROPERTY LIES IN F.I.R.M. ZONE X', AS SHOWN ON MAP NUMBER 12111CO189 J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. LOT CONTAINS 37,400 SQUARE FEET. LEGEND #� SPOT ELEVATION DRAINAGE FLOW 12.5 PROPOSED GRADE 2.5' 14.5' ---\ P/L PROPOSEDI FFE= 13.02 12.5 1 10.5 1 CRO55 SECTION NOT TO SCALE 2.5' 30.5' ---\ P/L PROPOSEDI FFE= 13.02 Al2.5 0:1 MAX SLOPE I %B1 9.7 CROSS SECTION NOT TO SCALE 4.0' 10.0' 12.0' 8.7' 13.0 PROPOSED PATIO FFE= 12.52 ST & D/F 10.6 EX 4:1 MAX SLOPE 12.5 %1 CROSS SECTION NOT TO SCALE jq ST. RECEIVED SEP272019 ST. Lucie County,Permitting ROpG,�, Ace PE 68212 m STATE OF /%err OI 7 ?��j 0". N Z N N V M �JZ00 LUrn EO- W O:Q u Z a c Z N a o�u ~ OCD -1 O ej .2> Z1N4 1--OHn3 U V ".. W> �Q�LLI LL LU aJZin Z �J°3 ° n O5 wZV,aN CL > U 2 J Z Q a aJ 0 v w Z a Q H W11 o� d Z A r Vi D I-) DRAWN BY: G SANTOIEMMA APPROVED BY: �iA�Fs JOB NUMBER° t4l19-2 227 M. RAN ALL RODGERS, P.E. SHEET: FL LIC. NO. 68212 FIL koPbF 1 Z 0 5 w N:\Projects\2019\19-2027 RJM Homes - Elm Ave\19-2027 BNDY C3D.dwg, DRAINAGE PLAN, 9/27/2019 10:09:28 AM ELEC. LOAD CALC. t PANEL 41 CIRCUIT NUMBER. DESCRIPTION CIRCUIT BW WIRE WATTS REMARKS POLE TRIP 1-6 GENERAL LTG. 1 15 14 TOO 1-9 COOKTOP 2 50 6 8000 8-10 APPLIANCES 1 20 12 3000 II-13 DOUBLE OVENS 2 40 10 6800 12-11 DRYER 2 30 IO 5000 I5-11 A/C COMP. 2 50 8 ----- NON CURRENT 16-18 A.H.U. wl HEAT 2 60 6 (10000) 10 KW. STRIP 19 DISHWASHER 1 20 12 1500 20 LAUNDRY 1 20 12 1500 21 WELL PUMP 1 30 12 2000 22 REFRIGERATOR 1 20 12 1500 23 HOOD/MICRO. 1 12 12 100 24 GAR. DR. OPN'R. 2 12 14 800 25-36 SPARES FIRST 10 KW B ,00% = TOTAL I oOAD 54,665W = 00 A/C IO K.W. B 100% = 10000 REMAINDER B 10% = 11,669 ® 40% = 11,844 TOTAL = 31,666 TOTAL /240 = 151.18 AMPS MIN. PANEL #1 = 157.78 AMPS PANEL #2 = 65,83 AMPS TOTAL = 223,61 AMPS 2" VTR. 2 BATH KITCHEN TUB 1 1/2- 2' - 2" R 3 LAV, C,O WC. 3 2„ (2) 1 1/2- 3" VTR,,--DW, DBL, BOWL KIT. SINK 3„ LAUN 2•- 3"" WASHER _ .. 3" 3„ ELEC. LOAD CALL It PANEL 42 CIRCUIT NUMBER DESCRIPTION CIRCUIT BW WIRE WATTS REMARKS POLE TRIP 1-6 GENERAL LTG. 1 15 14 5000 1-9 WATER HEATER 2 30 10 4500 6 EXT. GFI 1 20 12 1500 10 EXT. LTG. 1 20 12 1500 11-13 100 AMP POOL SUB PANEL 2 50 6 12,000 TO EXTERIOR SUB PANEL 12-20 SPARES TOTAL LOAD FIRST 10 KW , 100% = 29,50OW = A/C 10 K.W. 0 100% = 00000 REMAINDER 0 10% = 14,500 9 10% = 5,800 TOTAL = 15,800 TOTAL /240 = 65.83 AMPS MIN. PROVIDE 400 AMP TOTAL SERVICE 100 AMP POOL SUB PALL w/ 08 EQUIP. PAD H EXT. HOT Y TO SEPTIC COLD SYSTEM SHWR, MASTER BATH VTR. (2) 1 1/2 Q— a I �tJLAVS, WC. 2" SHWR, TUB PLUMBING RISER DIAGRAM N.T.S. SURROUND FAN MD BOX SPEAKER < I Yl-jam \�� `jCti MASTER \ BEDROOM Y 1 I I ii I I I 1 I I 1 1 I I I 1 I i D °LiO GFI _ MASTER BATH EXH AN 1 i i I I I I I 1 I ARC -FAULT BREAKER PROTECTION IN ALL BEDROOMS HB. SD ------------------- FAN BOX SURROUND SOUND SPEAKER OM #4 120V FOR SEWER PUMP z LL BEDROOM #2 HALL Z C O COVERED I — — — � PATIO BKFST. AREA TOP AEF G I l Gel ENTED MICRO. BATH2 E @' 79' AFF, III KITCHEN w 11 GFI i HALL xw 0 J w w �CyT T o G BlAH0UN0 SOUNDJz O O I I I GFI Z SPEAKER 9 _ )<--RAISED TV- p , AND ELEC. AT 60' A.F.F, II LIVING ROOM ---CJFI I FAN Q LL !i I1 LIGHT �y RTACTIVATE SWCH I 1 ® WALK SURROUND IN PANTRYDM SPEAKER o OLUO 110 OU A BEDROOM #3 o ° �c=� I MEDIA BOX I @ 96" A.F.F. OD �m F ^ #1 — — — ---------T HALL LAUN, FOYER TrL LIGHT DINING AREA it GFI D W EDICATED 2 1/2"x5l" ATTIC ACC45$ RN14 20AMP 1 1 E 48" A.F.F. I�1 4 PEI I COVERED ENTRY I I I I I I I, FEI HI -HAT SPACING MAY VARY DUE TO TRUSS LAYOUT GFI OUTLET FOR OVERHEAD DOOR OPERATOR 2-CAR GARAGE I II I I I I I 1 I I II I I I 1 ELECTRICAL SYMBOLS =E) 110V DUPLEX © TV JACK Lh DISCONNECT 8 DOOR CHIMES HALF -HOT INPH PHONE JACK 8 ELEC. METER FLUORESCENT CLOSET FIXTURE 220V OUTLET BUTTON ELEC. PANEL VANITY STRIP ELEC. PNL. LIGHT FIXTURE 24", 30" OR 3V SINGLE SWITCH sp SMOKE DETECTOR B/ C.O. LIGHT MIN. 52" FROM FANS FIXTURE 3-WAY SWITCH ® HI -HAT 'FPc PULL CHAIN NOTE LOW VOLTAGE BOX LOCATED T-O" A.F.F. LIGHT FIX TURE IN LAUNDRY ROOM (TYP) GFI GFI OUTLET VAPOR PROOF EXT. MOTION <11 i CEILING FAN VP HI -HAT DET./SW./LIGHT ;} G' PRE -WIRE w/ SWITCH wP� WEATHER-PROOF GFI OUTLET FAN EXHAUST FAN WALL MOUNTED % ' AND FAN BOX GFI LIGHT FIXTURE wo7kA l 100 AMP ELEC. RISER DIAGRAM ELEC. PANEL PANEL METER 6 (2/0) C.U. IN 41 42 200 AMP PANEL 3" CONDUIT 200 200 120/210 VOLT (100 AMP) AMP AMP M.C.B. ALL O COPPER WIRING 1E tt4 BARE COPPER WIRE ( (1/0), 1 (2/0), TELECOM LUG TO 5/8" GALV4/0 GND) FP III SUPPLIED ROD+COLD WATER PIPE CONDUIT WIRE AND FOUN. RE-BAROPTIONAL XT 100 AMP POOL SUB PANEL ON SIDE OF MASTER BEDROOM FIELD TRADES NOTES: TRIM/CARPENTRY STRUCTURAL 2868 POCKET DOOR INTO BATH p EXTENDED COVERED REAR PATIO 2868 PEDESTRIAN DOOR IN MASTER BATH IN LIEU OF WINDOW TWO 24" SQUARE COLUMNS AT FRONT PORCH (DELETE ANGLES) CONCRETE UNTELS AT FRONT PORCH (DELETE WOOD 2X12's) V CRIMP METAL ROOF INSULATION FRAMING/DRYWALL R20 SPRAY FOAM INSULATIG4 ALL A C SPACES AND GARAGE REVERSE LAYOUT OF MASTER BATH FOR DOOR TO SIDE YARD LOCATE LAUNDRY ROOM NEAR FOYER ENLARGE MASTER WALK IN CLOSET (DELETE DEN) EMERALD KITCHEN w/ RAISED BAR FACING BKFST. AREA BEDROOM 14 BEHIND KITCHEN (NO FAMILY ROOM) 2868 SO. OPNG FROM WC INTO LAUNDRY ROOM ORANGE PEEL IN UEU OF KNOCKDOWN RAISED CABLE & TV OUTLET IN LIVING ROOM (BACKING 60' A.F.F. AIR CONDITIONING/HEATING PLUMBING NEST THEfUA05TAT CITY WATER SEPTIC SYSTEM SNGIE BOWL KITCHEN SINK OTHER TWO VANITIES IN BATH 12 EXTERIOR HOT/COLD SHOWER ON SIDE OF MASTER BATH POW WRING CONSTRUC00N (N FRONT YARD OF HOUSE) FULL HEIGHT BACIMASH (DELETE SM. 4" BACKSPLASH IN KITCHEN) pANDUNDERGOSHOWER SPRAY IN BOTH BATHROOMS TILE ENTIRE HOUY SUPPLY TOWEL BARS AND TP HOLDERS TO MATCH FAUCETS ELECTRICAL COOKTOP AND DOUBLE OVEN N KITCHEN 40D AMP UNDERGROUND ELEC SERVICE W/ i AMP POOL SUB PANEL ADD FAN BOX w/ TWO SWITCHES TO COVERED REAR PATIO (4) SURROUND SOUND SPEAKER PREMRES NOTION SENSING UGHT SWITCH IN WALK N PANTRY RELOCATE DEN FAN BOX TO KITCHEN AREA FAN BOX w/ 2 SNITCHES IN UMNG ROOM UINT ABOVE LOWER BKFST. BAR w/ SNITCH DEDICATED 20AMP 110 OUTLET IN GARAGE (48' A.F.F.) EXTEMOR OR ON MASTER BATH SIDE OF HOUSE MASTER CLOSET AND PANTRY CLOSET TO HAVE LID HI -HAT RXTURES DALE OF PROWCnON 1[ETNG AND MAL Nolm KLGETVED SEP 2 7 2019 ST. Lucie County. PPrrr, E ELEC, METER VERIFY FINAL LOC. w/ FPL. FIELD SET ELECTRICAL PLAN SCALE: 1/4' = 1"-0" ARC —FAULT BREAKER PROTECTION IN ALL BEDROOMS, ALL APPLIANCE AND GFI CIRCUITS. DINING ROOM AND BKFST AREA OUTLETS TO BE ON SEPARATE DEDICATED CIRCUITS CAT 5E WIRING FOR PHONES 9-18- 019 REVIEWED COD USTCIE COUNTY SOCC FILE COPY ti 0 CV 4— (D Lo J N CO c Uci =m U ZUJ Q V- W op = O�Q J Uj Q m coo �— O I (0 OQJo� (n >_ Q Co :D , C4 6!1 I WO 12 L0 = < �ui3 1LLL Z O w 4= F 3 O W N d I o z v oLL > o 0 ® d o c ® m a SEAL mot- 0 w J o �- U O F- �O 3 < LL W W J Z W i 0 J Z W No O Q cc T W 0 0 NW COR OUTLOT 17 NOTFND PARCEL ID: 3404-501-0630-000-2 (OCCUPIED) NO WELL OR SEPTIC INTERFERENCE WITHIN 75' N 90000'00" W 490.00'(P) FND 1/2" IP NO ID N 90000'00" W 340.00'(D) WO.62' N 90000'00" W 340.62'(M) 48" OAK ONrFN1bj5/8" FND 5/8" IR PROPERTY CORNERgyp. NO ID ON 1! X CLEF COR 6' CLEF COR.3', E 12' 5 10.5% W 1' IR N IT O/5 a gg 01 LU W 88 88 88 ZZ 06' CLEF COR tip' 5 0.7, W 0.4' 1 FND 5/8" IR NO ID PARCEL ID: 3404-501-0631-000-9 g (OCCUPIED) o NO WELL OR SEPTIC INTERFERENCE .Oo WITHIN 75' w 8 i8 j o 8 Z if5 W COR OUTLOT 17 NOT FND FND 5/11" RIC LB 4942 N 0.21', E 0.11 D/F PARCEL ID: 3404-501-0631-000-9 (OCCUPIED) FFE= 10.94 IST NO WELL INTERFERENCE WITHIN 75' 0 o N N LO gy O N 90"00'00" W 340.00'(D) Z N 90"00' 00" W tiob 325.00' (M) Spy c}. Imo* X 6' CLEF COR 5 1.6' ABANDONED X ------ 0-- OHE-- OHE-- OHE ED OH WELL TO BE 7 pq tipti REMOVED tip. '� }ti i o + ®. ti EXISTING _.'.. STRUCTURES WELL TO BE TO BE REMOVED b RELOCATED EXISTING � SEPTIC SYSTEM TO BE REMOVED ,p^ N 90-00'00" W 5 0.23' EAST 340.00' PARCEL ID:3404-501-0633-000-3 (OCCUPIED) FFE= 12.91 NO WELL OR SEPTIC INTERFERENCE WITHIN 75' N 90000'00" W 340.00'(D) N 90000'00" W 490.00'(P) b ,y0 i +ti0• + I PARCEL ID: 3404-501-0632-000-6 (OCCUPIED) 5 0.23' NE COR OUTLOT 17 FND 5/8" IR NO ID 8100% 8 � � N ww w 8� 8 008 0 0 88 0 8 Z Z Z V b�' FND 5/8" RIC bR JK QUILLEN w N 0.05', W 0.34' BM EL= 9.66 NAVD 9� 1� 10�ti0 qb m J Op 0 3 -OHEO N to H b• v � O Ci o do rl ro 'f LU 3 gN O �l 8� 88 ICI Z Z alb I� IN O FND 5/8" IR v. NO ID SE COR OUTLOT 17 NOT FND PROPOSED WATER SERVICE C) 1°� O g O m m m o- O OHE--OHE- OHS OHE OHE OH OH OH QI ,l°h CS 12.0 NO() 'Y°• ,, 9)D O1'>) p)(b ❑ 126.00' + _ b• 155.50' 58.50' 12.0 i ;h PROPOSED PROP05ED "18' X 20' CONIC • N DRIVE 18 SD IVEOCK N N, R50.00' PROPOSED 11.83' Y SINGLE FAMILY °1 PROPOSED RESIDENCE m 9,58' 3' O 'y IW 13.67' N FFE= 12.50 3.0' b °b A,1 u�3.58-_-------n CE CD1° uLLj v"i a 5.54' Fu', .. 126.25' COVP r, 4.0' m ro� 2.5'F`�F• 126,75' �Q��.'l�plb N 13.0' 0 16 38.08' Nti0. 12CS . ST o � g i12.0 I I ti PLOT PLAN �oq 20 LEGAL DESCRIPTION: THE SOUTH 110 FEET OF THE NORTH 260 FEET OF THE EAST 340 FEET OF OUTLOT 17, IN WHITE CITY FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 21, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 4705 ELM AVENUE FORT PIERCE, FL 34982 NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE COUNTY BENCHMARK "JUNE", HAVING A PUBLISHED ELEVATION = 3.5941 (METERS) NAVD 1988, CONVERTED TO 11.79 (FEET) NAVD 1988. BEARINGS SHOWN HEREON ARE BASED UPON AN DEEDED MERIDIAN, ALONG THE SOUTH PROPERTY LINE OF PARCEL ID: 3404-501-0632-000-6, HAVING AN DEEDED BEARING OF N 00"00'00" W. ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON MAP NUMBER 12111CO189 J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR bELETION5 TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, I5 PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAVED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD 'NITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. LEGAL DESCRIPTION FROM QUIT CLAIM DEED RECORDED IN OFFICIAL RECORD BOOK 4051, PAGE 1150, PUBLIC RECORDS OF ST LUCIE COUNTY. LOT CONTAINS 37,400 SQUARE FEET. BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE: 02-21-19. CERTIFIED TO: JUSTIN ALLIH AND AMANDA ALI.IH; RJM CUSTOM HOMES, INC.; CENTERSTATE BANK, NATIONAL ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTERESTS MAY APPEAR; PRIME TITLE SERVICES, LLC; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY. LEGEND v = POSTED SIGN EM = BELL50UTH TELEPHONE RISER = LIGHT POLE 0 = BELLSOUTH TELEPHONE MANHOLE v = WOOD POWER POLE © = GREASE TRAP WPB S O = WIRE PULL BOX = TRAFFIC SIGNAL BOX BJ- eDCV l = BACK -FLOW PREVENTOR r J-N = DOUBLE DETECTOR CHECK VALVE WM <>_e> 0 = WATER METER - FIRE DEPA 2T.IAE !T CONECTOR FOC wv F� - - WATER VALVE - - FIRE INDICATOR POST = FIRE HYDRANT ELC - � ELECTRIC METER c° = CLEAN -OUT GV = GAS VALVE MIN. SETBACK REQ. = CURB INLET TYPE 6 yL'Y = CATCH BA5IN FRONT SIDES Q = SANITARY MANHOLE ® = MITERED END SECTION CNR SID _ REAR ZNG. 0 = DRAINAGE MANHOLE ❑ = CONCRETE POWER POLE TECH._ _ Y0 = YARD DRAIN ESE = ELECTRIC SERVICE BOX IV = IRRIGATION VALVE ® = AIR RELEASE VALVE CV = IRRIGATION CONTROL VAL/E S' = SANITARY VALVE ABBREVIATIONS LEGEND A/C AIR CONDITIONING DC "D"CURB INT INTERSECT.ON P/C PROPERTY CORNER SHP SHIP SPIKE OR BOLT AC ACRE D.E. DRAINAGE EASEMENT INV INVERT P/L PROPERTY LINE SLCR 5T LUCIE COUNTY RECORDS AL ALUMINUM DI DROP INLET IP IRON PIPE P PLAT 5LP STREET LIGHT SUPPORT POLE ANC ANCHOR DIA DIAMETER IP&P IRON PIPE d PLUG PAVE PAVEMENT S.S. SANITARY SEWER AP ANCHOR POLE DIP DUCTILE IRON PIPE IR IRON ROD PB PLAT BOOK 5PC STATE PLANE COORDINATES APRX APPROXIMATE DMH DRAINAGE MANHOLE IRR IRRIGATION PC POINT OF CURVATURE 5T SEPTIC TANK ASP ASPHALT DUE DRAINAGE & UTILITY EASEMENT IV IRRIGATIOIJ VALVE PLC POINT OF COMPOUND CURVATURE STD STANDARD BE BUFFER EASEMENT EC EDGE OF CONCRETE ICV IRP16ATIOIJ CONTROL VALVE PLO PRESSURE CLEAN OUT (SANITARY) STU STORY BFP BACK FLOW PREVENTOR ECP ELECTRICAL CONTROL PANEL IW IRRIGATIOW WELL PCP PERMANENT CONTROL POINT 5V SANITARY VALVE 81-06 BUILDING EL ELEVATION L LENGTH PF PLA5TICFENCE 5WL SWALE BLK BLOCK ELEC ELECTRIC LB LICENSED 8U5INE55 PG PAGE TA TOP OF ASPHALT BM BENCHMARK ELEV ELEVATION LFST LIFT STATION PI POINT OF INTERSECTION TM TAX MAP DOC BACK OF CURB EM ELECTRIC METER LME LAKE MAINTENANCE EASEMENT PRKG PARKING TMH TELEPHONE MANHOLE BP BRICK PAVERS ENC ENCROACHMENT LOC LOCATION PK&D PARKER KALON NAIL AND DISK TOD TOP OF BANK BOW BACK OF WALK EOW EDGE OF WATER LP LIGHT POLE PK/TT PARKER KALON NAIL AND TIN TAB TOE TOE OF SLOPE BRG BEARING EP EDGE OF PAVEMENT LS LICENSED SJRVEYOR PLS PROFESSIONAL LAND SURVEYOR TP TRAVERSE POINT B W BARBED WIRE ESB ELECTRIC SERVICE BOX M MEASURED POD POINT OF BEGINNING TER TELEPHONE RISER C46 CURB AND GUTTER ESMT EASEMENT MAX MAXIMUM POC POINT OF COMMENCEMENT TRANS TRANSFORMER C&T CULPEPPER & TERPENING EX. EXISTING MB MAIL BOX PP POWER POLE T58 TRAFFIC SIGNAL BOX C/O CUT OUT EXT EXTENDED MEA5 MEASURED PRC POINT OF REVERSE CURVATURE TT TIN TAB C CALCULATED FNC FENCE MES MITERED EIID SECTION PRO PRORATED DISTANCE TWP TOWNSHIP CATV CABLE TELEVISION BOX FC F" CURB MH MAN HOLE PROP PROPOSED TYP TYPICAL LB CATCH BA5IN FDC FIRE DEPARTMENT CONNECTION MHWL MEAN HIGH WATER LINE PRM PERMANENT REFERENCE MONUMENT U/C UNDER CONSTRUCTION CBS CONCRETE BLOCK STRUCTURE FECRR FLORIDA EAST COAST RAILROAD MIN MINIMUM P5M PROFE55IONAL SURVEYOR& MAPPER U.E. UTILITY EASEMENT CHID CHORD FFE FINISHED FLOOR ELEVATION MN MAGNETIC JAIL P5WL PLASTIC SWALE UP UTILITY POLE CI CURB INLET FH FIRE HYDRANT MN&D MAGNETIC JAIL A DISK PT POINT OF TANGENCY UR UTILITY RI5ER CL CENTERLINE FND FOUND M IT MITERED B M E EDE D P.U.E. PR UTILITY EASEMENT PRIVATE U L E SEME UW UNDER WATER CLEF CHAIN LINK FENCE FOC FACE OF CURB MW MONITORIIJG WELL PVC POLYVINYL CHLORIDE O VC VALLEY CURB CM CONCRETE MONUMENT FOW FACE OF WALK MAD METES ANC BOUNDS R/C ROD AND CAP VLT VAULT CMP CORRUGATED METAL PIPE FPL FLORIDA POWER & LIGHT N&D NAIL AND LISK R/W RIGHT-OF-WAY WE) WOOD CO CLEAN OUT GA GREEN AREA N NAIL R RADIUS WL WATERLINE COR CORNER GMH GAS MANHOLE NA NON-APPLIMBLE RCP REINFORCED CONCRETE PIPE VIM WATER METER CONIC CONCRETE GND GROUND NAVD NORTH AMERICAN VERTICAL DATUM AFL ROOF LINE VIP WELL POINT CON5T CONSTRUCTION GRD GRINDER NGVD NATIONAL SEODETIC VERTICAL DATUM RGE RANGE WPP WOOD POWER POLE COY COVERED HC HEADERCURB NO NUMBER RLS REGISTERED LAND SURVEYOR WS WATER SERVILE CE COVERED ENTRY HCP HANDI-CAP NITS NOT TO SCALE RP RADIUS POINT WV WATER VALVE COVP COVERED PORCH HOPE HIGH DENSITY POLYETHYLENE CIA OVERALL RR RAILROAD CPP CONCRETE POWER POLE HGW HOG WIRE 0/5 OFFSET PAS RAILROAD SPIKE ,yp� CPPIPE CORRUGATED PLASTIC PIPE HW HEADWALL OE OVERHEAD EASEMENT 5/W SIDEWALK + SPOT ELEVATION CS CONCRETE SLAB HYD HYDRANT OHE OVERHEA D ELECTRIC SMH SANITARY SEWER MANHOLE A DELTA ANGLE ICY IRRI6ATION CONTROL VALVE OHU OVERHEADUTILITY SBT SOUTHERN BELL TELEPHONE DRAINAGE FLOW D/F DRAIN FIELD ID IDENTIFICATION OR OFFICIAL RECORD SEC SECTION D DEED INFORMATION ILL ILLEGIBLE ORB OFFICIAL PFCORD BOOK SF SQUARE FEET 1x.0 PROPOSED GRADE 1z 0 Z V� N m J° WL�u 00 W ZH z r M 0 V Z♦ � O C Z ¢ NJ1-4 O o u ro1 fN V ~ co aS2U_J^3 Z TLO v3 W >>¢ ¢w --I wd Zt Z]°z Ii L1- CL P- C)V) 0_0 3 VN¢°O LL > U Q H 2 0. O LL O Z 0 > Uj �aa� W °Zf (Lz JO Z N D m V) Z O P V � (L P N w U � a a Q M 0 0 m m DRAWN BY: G SANTOIEMMA ... ............ __.___ APPROVED BY: R. KEMERSON SCALE: 1" = 30' DATE: 03/04/19 RECEIVED PLANS MAY 14 2019 JOB NUMBER: permitting Luce Co`r` I A _ 2027 c. St. Lucie U ,r�.r�. 1 y ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER T EET: STATE OF FLORIDA (PSM)#6285 j ( OF1 N:\Projects\2019\19-2027 RIM, Homes - Elm Ave\19-2027 BNDY.dwg, BNDY TOPO, 5/9/2019 1:50:13 PM, Velcon Group, Inc., (772)879-0477 NW COR OUTLOT 17 NOT FND Qi LU 8 PARCEL ID: 3404-501-0630-000-2 (OCCUPIED) NO WELL OR SEPTIC INTERFERENCE WITHIN 75' N 90000'00" W 490.00'(P) FND 1/2" ..P No ID N 90°00'00" W 340.00'(D) W 0,62' N 90000'00" W 340.62'(M) 48" OAK ON FND 5/8" IR PROPERTY CORNER "?. NO ID ON 1! X CLF COR 6' CLF COR 1 5 43', E 12' ,y0� 5 105, W V FND 5/8' IR NO ID ON 15' O/S f gg o� rn Np W W 88 88 88 zz 06' CLF COR tip' S 0.7', W CAI FND 5/8" IR NO ID PARCEL ID: 3404-501-0631-000-9 (OCCUPIED) 800 NO WELL OR SEPTIC INTERFERENCE 6 ad WITHIN 75' In •0 o i GW O in o 88 zZ 0 II 8 h SW COR OUTLOT 17 NOT FND 155.50, h R50.00' PROPOSED l� IW FND 5/8" RIC LB 4942 N 0.21' , E 0.11 �O10 0 m N O 6 10 N 0 Z 1 4) PARCEL ID: 3404-501-0631-000-9 (OCCUPIED) FFE= 10.94 NO WELL INTERFERENCE WITHIN 75' N 90000'00" W 340.00'(D) N 90-00-00" W �b 325.00'(M; 6 CLF COR ABANDONED x WELL TO BE h REMOVED gyp. EXISTING I STRUCTURES WELL TO BE TO BE REMOVED RELOCATED EXI� _.....i SEPTIC SYSTEM '.. TO BE REMOVED tip^ N 90"00'00" W 340 5 0.23' EA5T 340.00 NE COP. OUTLOT 17 FND 5/8" IR NO ID 8100% 8I D/F LU LU W 8 8 8a 8 88 8 ST z z Z V N In FND 5/8" RIC bb JK QUILLEN u' N 0.05', W 0.34' tiOti q� BM EL= 9.66 NAVD ,tiOIII, 0 qb 0 3 to C►-- OHE OHE OHS OH OHE O H _;pq �p�' qN q� qb 1p. O pti C; + v !O b 8 fV o titi {,,y0 N . pO O PARCEL ID: 3404-501-0632-000�' 6 z Z 0+\a1' b (OCCUPIED) to N a PARCEL ID:3404-501-0633-000-3 (OCCUPIED) FFE= 12.91 NO WELL OR SEPTIC INTERFERENCE WITHIN 75' N 90000'00" W 340.00'(D) N 90000'00" W 490.00'(P) 12.0 o COVP m 12.0 Q1 -I '- PROPOSED SINGLE FAMILY RESIDENCE FFE= 12.50 PLOT PLAN 1" = 20'1 6' CLF COR 5 0,23' ti tip 0) . PROPOSED WATER SERVICE O m M OHE OHE-- OHE OHE OHE 12.0 NQI �O1r 4- 16.00' ...- PROPOSED PROPOSED 18' X 20' CONC 18' SHELLRO6K DRIVE DRIVE CE o�Ob b 10. 1 6.25' 126.75' FND 5/8" IR a NO ID SE COR OUTLOT 17 NOT FND IE =a: a ZQ R d6 J rt W O c. �4) LEGAL DESCRIPTION: THE SOUTH 110 FEET OF THE NORTH 260 FEET OF THE EAST 340 FEET OF OUTLOT 17, IN WHITE CITY FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 21, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 4705 ELM AVENUE FORT PIERCE, FL 34982 NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE COUNTY BENCHMARK "JUNE", HAVING A PUBLISHED ELEVATION = 3.5941 (METERS) NAVD 1988, CONVERTED TO 11.79 (FEET) NAVD 1988. BEARINGS SHOWN HEREON ARE BASED UPON AN DEEDED MERIDIAN, ALONG THE SOUTH PROPERTY LINE OF PARCEL ID: 3404-501-0632-000-6, HAVING AN DEEDED BEARING OF N 00`00'00" W. ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON MAP NUMBER 12111CO189 J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOTSHOWN ON THI5 SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAINED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD'NITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. LEGAL DESCRIPTION FROM QUIT CLAIM DEED RECORDED IN OFFICIAL RECORD BOOK 4051, PAGE 1150, PUBLIC RECORDS OF ST LUCIE COUNTY. LOT CONTAINS 37,400 SQUARE FEET. BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE: 02-21-19. CERTIFIED TO: JUSTIN & AMANDA ALLIH; RJM CUSTOM HOMES, INC.; CENTERSTATE BANK; PRIME TITLE. LEGEND = POSTED SIGN 'jT = BELLSOUTH TELEPHONE RISER = LIGHT POLE s, = BELLSOUTH TELEPHONE MANHOLE 4 = WOOD POWER POLE © = GREASE TRAP WO = WIRE PULL BOX TS = TRAFFIC SIGNAL BOX CV 0� v+� = BACK -FLOW PREVENTOR = DOUBLE DETECTOR CHECK VALVE WM ■ = WATER METER = FIRE DEPARTMENT CONECTOR roc W HIP- WATER VALVE ■ - FIRE INDICATOR POST = FIRE HYDRANT EL = ELECTRIC METER CLEAN -OUT CV = GAS VALVE E = CURB INLET TYPE 6 "' °' _ CATCH BASIN (D SANITARY MANHOLE = MITERED END SECTION Q = DRAINAGE MANHOLE 0.. = CONCRETE POWER POLE FDOH in St. Lucie County Y � = YARD DRAIN = ELECTRIC SERVICE BOX Environmental Health Site Plan Approv@d for Constructio = IRRIGATION VALVE ® = AIR RELEASE VALVE Supersedes All Previous Site Plans for OSTDS # I���J�S� & Well # IRRIGATION CONTROL VALVE 1v= SANITARY VALVE Date: !� \n � \0% Reviewer �! - ABBREVIATIONS LEGEND A/C AIR CONDITIONING DC "D"CURB INT INTERSECTCON P/C PROPERTY CORNER SHP SHIP SPIKE OR BOLT AC ACRE D.E. DRAINAGE EASEMENT INV INVERT P/L PROPERTY LINE SLCR ST LUCIE COUNTY RECORDS AL ALUMINUM DI DROP INLET IP IRON PIPE P PLAT SUP STREET LIGHT SUPPORT POLE ANC ANCHOR DIA DIAMETER IP&P IRON PIPE &. PLUG PAVE PAVEMENT S.S. SANITARY SEWER AP ANCHOR POLE DIP DUCTILE IRON PIPE IR IRON ROD PB PLAT BOOK SPC STATE PLANE COORDINATES APRX APPROXIMATE DMH DRAINAGE MANHOLE IRR IRRIGATION PC POINT OF CURVATURE ST SEPTIC TANK ASP ASPHALT DUE DRAINAGE d UTILITY EASEMENT IV IRRIGATION VALVE PCC POINT OF COMPOUND CURVATURE 5TO STANDARD BE BUFFER EASEMENT EC EDGE OF CONCRETE ICV IRRIGATION CONTROL VALVE PCO PRESSURE CLEAN OUT (SANITARY) STU STORY BFP BACK FLOW PREVENTOR ECP ELECTRICAL CONTROL PANEL IW IRRIGATION WELL PCP PERMANENT CONTROL POINT 5V SANITARY VALVE BLDG BUILDING EL ELEVATION L LENGTH PF PLASTIC FENCE SWL SWALE BLK BLOCK ELEC ELECTRIC LB LICENSED LU5INE55 PG PAGE TA TOP OF ASPHALT BM BENCHMARK ELEV ELEVATION LFST LIFT 5TATTON PI POINT OF INTERSECTION TM TAX MAP BOC BACK OF CURB EM ELECTRIC METER LME LAKE MAINTENANCE EASEMENT PRKG PARKING TMH TELEPHONE MANHOLE SP BRICK PAVERS ENC ENCROACHMENT LOC LOCATION PK&D PARKER KALON NAIL AND DI5K TOB TOP OF BANK BOW BACK OF WALK EOW EDGE OF WATER LP LIGHT POLE PK/TT PARKER KALON NAIL AND TIN TAB TOE TOE OF SLOPE BRG BEARING EP EDGE OF PAVEMENT LS LICENSED SURVEYOR PL5 PROFESSIONAL LAND SURVEYOR TP TRAVERSE POINT BW BARBED WIRE ESB ELECTRIC SERVICE BOX M MEASURED POB POINT OF BEGINNING TR TELEPHONE RISER C&G CURB AND GUTTER E5MT EASEMENT MAX MAXIMUM POC POINT OF COMMENCEMENT TRANS TRANSFORMER C&T CULPEPPER3, TERPENING EX. EXISTING MB MAILBOX PP POWER POLE T5B TRAFFIC SIGNAL BOX C/O CUT OUT EXT EXTENDED MEAS MEASURED PRC POINT OF REVERSE CURVATURE TT TIN TAB C CALCULATED FNC FENCE ME5 MITERED END SECTION PRO PRORATED DISTANCE TWP TOWNSHIP Ej CATV CABLETELEVISION BOX FC F" CURB M H L_ MAN HO- PROP P D TY P PICA TYPICAL CB CATCH BASIN FDC FIRE DEPARTMENT CONNECTION MHWL MEAN HIGH WATERLINE PRM PERMANENT REFERENCE MONUMENT PERMANENT U/C UNDER CONSTRUCTION CBS CONCRETE BLOCK STRUCTURE FECRR FLORIDA EAST COAST RAILROAD MIN MINIMUM PSM PROFE55IONAL SURVEYOR& MAPPER U.E. UTILITY EASEMENT CHO CHORD FFE FINISHED FLOOR ELEVATION MN MAGNETICNAIL PSWL PLASTIC SWALE UP UTILITY POLE CI CURB INLET FH FIRE HYDRANT MN&D MAGNETIC NAIL & DISK PT POINT OF TANGENCY UR UTILITY RISER CL CENTERLINE FND FOUND MIT MITERED END P.U.E. PRIVATE UTILITY EASEMENT UW UNDER WATER CLF CHAIN LINK FENCE FOC FACE OF CURB MW MONITOFCING WELL PVC POLYVINYL CHLORIDE VC VALLEY CURB CM CONCRETE MONUMENT FOW FACE OF WALK M&B METES AND BOUNDS RIC ROD AND CAP VLT VAULT CMP CORRUGATED METAL PIPE FPL FLORIDA POWER & LIGHT N&D NAIL ANF'')ISK R/W RIGHT-OF-WAY WD WOOD CO CLEAN OUT GA GREEN AREA N NAIL R RADIUS WL WATERLINE COP. CORNER GMH GAS MANHOLE NA NON-APPU:CABLE RCP REINFORCED CONCRETE PIPE WM WATER METER CONC CONCRETE GND GROUND NAVD NORTH AAERICAN VERTICAL DATUM RFL ROOF LINE WP WELL POINT CON5T CONSTRUCTION GRD GRINDER NGVD NATIONA GEODETIC VERTICAL DATUM RGE RANGE WPP WOOD POWER POLE COV COVERED HC HEADER CURB NO NUMBER RLS REGISTERED LAND SURVEYOR WS WATER SERVICE CE COVERED ENTRY HCP HANDI-CAP NT5 NOT TO SCALE RP RADIUS POINT WV WATER VALVE COVP COVERED PORCH HOPE HIGH DENSITY POLYETHYLENE CIA - OVERALL - P.P. RAILROAD CPP CONCRETE POWER POLE HGW HOG WIRE 0/5 OFFSET PAS RAILROAD SPIKE ,6 p CPPIPE CORRUGATED PLASTIC PIPE HW HEADWALL OE OVERHEA' EASEMENT S/W SIDEWALK {1' SPOT ELEVATION C5 CONCRETE SLAB HYD HYDRANT OHE OVERHEAC ELECTRIC SMH SANITARY SEWER MANHOLE 4 DELTA ANGLE ICV IRRIGATION CONTROL VALVE OHU OVERHEAD UTILITY SBT SOUTHERN BELL TELEPHONE �� DRAINAGE FLOW D/F DRAIN FIELD ID IDENTIFICATION OR OFFICIAL:ECORD SEC SECTION D DEED INFORMATION ILL ILLEGIBLE ORB OFFICIAL?ECORD BOOK 5F SQUARE FEET 12.0 PROPOSED GRADE ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 /1 y 0 O N ZU� HJ °° 00 � W --� z t o Z�o�¢� O r_ Z4>�ok°u Cn u N_j O N W Q Y U_ N 3 LU �Q Z) wd WCL�ZV) O O Z O �o1 V N HC\° 3 Jad U_ j a w v Z 1 � z W H = J a Q NQ Y. 0ja LL a Z 0 aI LU fy y, W MC aZ to Z 0 m Z O h w a a T m DRAWN BY: G SANTOIEMMA ............... ..........._... ......... APPROVED BY: R. KEMER50N SCALE: 1" = 30' _— DATE: 03/04/19 - FIELD BOOK/PAGES PLANS JOB NUMBER: 19-2024 SHEET: 1 OF 1 N:\Projects\2019\19-2027 RJM Homes - Elm Ave\19-2027 BNDY.dwg, BNDY TOPO, 3/11/2019 8:08:11 AM, Velcon Group, Inc., (772)879-0477