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HomeMy WebLinkAboutBoundary SurveyV/G4/1-V1L Y.J J.J1 f IVI © 11'-4" I In N (� fU y I m v, U iv I M[EMP OG)M 01 I i2 U I_", VN 1 I I I-; �•r c i • E a� SH-23 BIBB 26'-8" A . -14 4„ IL m I� m 0 tD ^c468 H/F 3' 4'-4" 26'-8" OVERALL 11'-4" [BIED)ROOIRA *2 O^ 6066 BI/F'7LID FFRON'4' lFa®F8CH 15' 5'-8' F _° P lm LAYOUT OF PROPSED SFD RESIDENCE SiCALE 1/4" BUILDING AREA CAL CL) LAT'l ONAREA DESCRIPTION I -ARC AIR CONDITIONED LIVING SPACE GARAGE SIDE PORCH COVERED ENTRY I TOTAL FOOT -PRINT AREA OF SFD DWELLING REVISI❑N REV # BY 1 013.1-55 SQ. FT. 0.00 SQ. FT. 45.00 ;Q. FT. 135.00 SO. FT. 1, 193.-33 7�Q. FT. 10 ROCF RIDGE ELEV. = 16'-9' A F F, TOP OF WALL ELEV. = 8' - 0' A,F,F. TOP OF WDWS / DOORS ELEV. = 6' - 8' A.F,F, _ FINISHED FLOOR (ELEVATION ELEV, = 0' - 0' 1. FLORIDA BUILDING CODE : 2010 EDITION, RESIDENTIAL CODE, LOCAL SUPPLEMENTS WIND LOADS PER ASCE 7-10 2. BUILDING DESIGN IS X ENCLOSED PARTIALLY ENCLOSED OPEN 3. MEAN ROOF HEIGHT 10.42 FT. ABOVE GRADE ROOF PITCH 4 VERTICAL : 12 HORIZONTAL INT'L. PRESSURE COEFF : f 0.18 4, WIDTH OF END ZONE 3.00 FEET (USE 4,00 FEET) WIND SPEED (3-SEC GUST) 160 MPH ULTIMATE WIND SPEED 5. BUILDING CLASSIFICATION TABLE : Y_ 1-1 ASCF 7-10, 2, _ _ FBC TABLE 1609.5, 2, X FBC 301.2(2), 2 6. WIND EXPOSURE CLASSIFICATION : "B" ADJUSTMENT FACTOR FOR EXPOSURE & HEIG'�iT : 1.00 7. COMPONENTS & CLADDING WIND PRESSURE ROOF ZONE (1) +28.5 psf. -42.1 psf (2) +26.5 s_f -73.4 psf (3) +26.5psf,-108.5pssf. 8. COMPONENT & CLADDING WIND PRESSURES ON WALL ZONE (4) +46.1 psf. -50.0 psf (5) +46.1psf. -6L7I)_sf 9. COMPONENT & CLADDING WIND PRESSURES ON OVERHEAD GARAGE DOOR: N A__, 10. LOADS FLOOR : 60 _pROOF, LIVE LOAD sf ROOF, DEAD LOAD 20 psf 11. SHEAR WALLS CONSIDERED FOR STRUCTURC : YES, _ X NO ____ (IF NO, EXPLAIN 12. CGNT!NUOUS LOAD PATH PROVIDED : X YES NO (IF NO, ATTACH EXPLANATION 13. ARE CCMPONENT & CLADDING DETAILS PROVIDED ? X YES NO (IF NO, ATTACH EXPLANATION 14. MINIMUM SOIL BEARING PRESSURE X 2500 psf, PRESUMPTIVE TESTS X PRODUCT RATED PRODUCT DESIGN PRESSURES I MANUFACTURER MODEL(®SOD OF OF NOA A (+) () NUMBER T11'ACOD # WINDOWS FIRST CHOICE + 55 - 55 JELD -WEN 6100 S/H ATLANTIC AL. S/L MISSILE WD ;�4 � i�TOP �s a 7' MAX EACH 99DE, . t/ti'r rhvcros e' PROM D= & 10' �/� 70P NOA 09-01916,05 MULLIONS N/A - -- - -- - -- --- -- FIXED GLASS GLASS _ FIRST CHOICE N,/A --- -� --- � ---- SKYLIGHTS N,/A - -- _ -_ GLASS (OTHEI:� ®� BUTT GLASS N ,/ A GLASS BLOCK N,/A --- --- - -- - -- - SLIDING GLASS DOORS FIRSTCHOICE N/A - -- --- --- - - --- 2ndCHOICE N/A - -- --- --- --- --- SWING TYPE DOORS FIRST CHOICE + 55 - 55 J€ I 0 - WEN 6'-8" STEEL (6) 1�%4°m TAPCONs EACH SIDE �FL 1006826.01 SINGLE OUTS4NNG (3) 114'0 TAPCONS TOP & BOTTOM 2ndCHOICE - -- - -- --- _ __ _ OVERHEAD GARAGE DOORS FIRST CHOICE N / A - - - 2ndCHOICE - -- - -- ROOFING MATERIALS ASPHALT/APHALT FIBERGLASS S _ 194 MPH V = 194 MPH GAF SHINGLES 3-TAB 1-1 Q. ROOFING NAILS �® (6) PER SHINGLE s=L 10124 - R7 METAL N / A - - - OTHER N / A - - - SHUTTERS FIRST CHOICE N/A --- --- ----- -_ -� --- Q E E' O O <A> FRONT FRONT OF RESIDENCE SCALE 1/4" = 1'-O i DESIGN DATA FOR WIND LOADS : WIND SPEED IS BASED ON CHAPTER 3 OF FBC-10, USING ASCE 7-10 160 MPH - 3 SECOND GUST WIND SPEED FOR EXPOSURE "B" IMPORTANCE USE FACTOR = 1.00, Kd = 0,85, INT. PRESS. COEFF. = f 0.18 PRESSURES _NOTED HEREIN ARE GIVEN IN PSF : INTERIOR ZONE PRESSURES ON WINDOWS/DOORS = + 46.1 PSF 4 SURE 0 = INTERIOR ZONE PRESSURES N WINDOWS DOORS E RES 50.0 PSF / END ZONE PRESSURES ON WINDOWS/DOORS = + 46.1 PSF END ZONE PRESSURES ON WINDOWS/DOORS = - 61.7 PSF END ZONE PRESSURES ON GARAGE DOOR = + 39.2 PSF END ZONE PRESSURES ON GARAGE DOOR = - 47.9 PSF Ile Sibs ev0 41- f Air Hu Q7 x - ` Irk AR m 11.1 1`!1 RE^R REAR OF RESIDENCE SCALE 1 /4" = V-0" END ZONE_Q�LCIILATION_- SMALLEST OF 10% OF LEAST HOR. DIM. = (0.10) (26.67') = 2.67' 40% OF EAVE HEIGHT = (0.40) (8.00') = 3.20' E3UT NOT LESS THAN 4% OF LARGEST HOR. DIST. _ (0.04) (38.00') _ "1.52' 3' MINIMUM 3.00' GOVERNS -- USE 4.00' FOR DESIGN RIGHT SIDE FROM FRONT OF RESIDENCE 4 I Eo O O ' - T0N LEFT SIDE FROM FRONT OF RESIDENCE SCALE 1 /4" = 1'-0" \\�`111119j��ir GAYD�h/ Q CEN�,r "` FORENSIC INVESTIGATONS UTILITY DESIGN No 3 - 1 W BLASTING SUPER'"AMON _ TRUSS INSPECTION & DES GN - LAND PLANNING fit SITE DE:YT. a' ` " ENVIRONMENTAL DI IGNS Sl TE OF RESIDENTIAL / COMMERCIAL DESIGN � ` A1no� CONSTR. OBSERG''A'nON do ADMIN. �' STEHEN A. G YD�' t�Rt���' F'SH EN01INEEIRING /�j1164 A L v 10302 S. FEDERAL H PORT ST. LUCIE, FLAY, S�JI�iE"" 'F 273 ORIDA 34W62 12--JLINE-2012 c (772J S H 'N GAYDOSH, JR, #S1 �'� P "�!'� �1- BAGIE �1V0 (30U - ltZs - 0715 PE = CC - SIM CBI - S r I&T9nA t9C' .®. it' QAaA 6fAV UnT Dr DCDDnnllr' Il W71-IPY BT YlD� WIND INFORMATION - 2010 FBC-160 MPH BASIC WIND SPEED: 160 MPH 3-SECOND GUST MWFRS VELOCITY PRESSURE: 34.57 PSF OCCUPANCY USE/TYPE: SFD RESIDENCE IMPORTANCE FACTOR: 1.0 EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFF.: Ch 3 FBC-RES., OPEN STRUCTURE COMPONENTS/CLADDING DP: PER ASCE 7-10 GARAGE DP: PER TABLE R301.2(2) M�IFRS - ROOF DP: -23.7 PSF UPLIFT TOTAL ROOF DEAD LOAD: 25 PSF BEARING TOTAL ROOF LIVE LOAD: 30 PSF BEARING 20 PSF RAFTERS _ 10 PSF CLG. JOISTS ROOF TRUSS LOADS: PER ROOF FRAMING PLAN MEAN ROOF HEIGHT: S 20' SHEARWALLS: N/A SOIL BEARING CAPACITY: 2500 ESE SCALE 1 /4" = 1'-0" 'I L E 0.ih CFO, tw!f0fiKi1(A4't avad lot c5 ;D> #fi r 9 al L DRAWN BY S. GAYDOSH CHECKED BY, S. GAYDOSH DATE I MAY - 2012 SCALE I 1 /4" = 1'-O" U.N.O. JOB NUMBER(S) s 22012 jor ISSUED FOR; 0 CONCEPTUAL REVIEW ® PERMITTING REVIEWS 0 TRADE DESIGNS ONLY 0 BIDDING PURPOSES ONLY 0 CONSTRUCTION O AS -BUILT RECORD DWGS. DRAWING J SHEET 1 OF 4 SHEETS F�00° N LAYOUT OF PROPSED SFD RESIDENCE SCALE 1/4" = 1'-O" 'BUILDING AREA CALCUILATI�uf_""N AREA DESCRIPTION AIR CONDITIONED LIVING SPACE GARAGE SIDE PORCH COVERED ENTRY TOTAL FOOT -PRINT AREA OF SFD DWELLING FLAME SPREAD INDEX FOR THE WALL & CEILING FINISHES SHALL NOT EXCEED 200. WALL & CEILING FINISHES SMOKE DEVELOPED OINDEX SHALL NOT EXCEED 450. REVISI❑N REV # BY r DDED NOTE DESIGNATING THE SMOKE DEVELOP- MENT INDEX & FLAME SPREAD RATINGS FOR THE FLOORS, WALLS & CEILING MATLS. & REVD DOOR FLA PRODUCT APPROVAL # PER SLC REVIEW SAG 7-24-12 REVISI❑N REV # BY • AREA :1 1 , 013.33 SQ. FT 0.00 SQ. FT 45.00 SQ. FT 135.00 SQ. FT 1, 193.33 SQ. FT. ROOF RIIIGE ELEV. = 12'-9' A.F.F. TOP OF WALL ELEV. = 8' - 0' A.F.F. TOP OF WDWS / DOORS ELEV. = 6' - 8' A.F.F. FINISHED FLOOR ELEVATION ELEV, =0'-0' 1. FLORIDA BUILDING CODE 12" 0/HANG ❑ ❑ 0 ❑ n 0 2010 EDITION, RESIDENTIAL CODE, w/ LOCAL SUPPLEMENTS WIND LOADS PER ASCE 7-10 2. BUILDING DESIGN IS X ENCLOSED __- PARTIALLY ENCLOSED --_ OPEN 3. MEAN ROOF HEIGHT 10.42 FT. ABOVE GRADE ROOF PITCH : 4 VERTICAL : 12 HORIZONTAL INT'L. PRESSURE COEFF f 0.18 4. WIDTH OF END ZONE : 3.00 FEET USE 4.00 FEET WIND SPEED (3-SEC GUST) 160 MPH ULTIMATE WIND SPEED 5. BUILDING CLASSIFICATION TABLE __ 1-1 ASCE 7-10, 2, --- FBC TABLE 1609.5, 2, X FBC 301.2i2), 2 6. WIND EXPOSURE CLASSIFICATION : "B" ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT : 1.00 7. COMPONENTS & CLADDING WIND PRESSURE ROOF ZONE : (1) +28.5 psf. -42.1 psf (2) +26.5 psf, -73.4 psf (3) +26.5psf, -1980 5psf. 8. COMPONENT & CLADDING WIND PRESSURES ON WALL ZONE : (4) +461 psf, -5Q0 psf (5) +461psf, -61.7psf 9. COMPONENT & CLADDING WIND PRESSURES ON OVERHEAD GARAGE DOOR: N A 10. LOADS FLOOR : 60 psf ROOF, LIVE LOAD 30 psf ROOF, DEAD LOAD 20 psf 11. SHEAR WALLS CONSIDERED FOR STRUCTURE : YES X NO ____ (IF NO, EXPLAIN 12. CONTINUOUS LOAD PATH PROVIDED X YES __- NO (IF NO, ATTACH EXPLANATION------------ 13, ARE COMPONENT & CLADDING DETAILS PROVIDED ? X YES __ NO (IF NO, ATTACH EXPLANATION 14. MINIMUM SOIL BEARING PRESSURE X 2500 psf, PRESUMPTIVE : _--- TESTS : X ==ff=�1_] PRODUCT PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER METHOD OF ATTACHMENT NCA # or FL # o WINDOWS FIRST CHOICE + 55 - 55 JELD - WEN 6100 S/H ATLANTIC AL. S L MISSILE WDW / 1/4-0 TAPCONS ® 7" MAY. ACHEACSIDE TOP 1/4 ° TA CONS * r MAN EACH 0' c Tr. 1/4'f TAPCONS 6' FROM ENDS t 10' o/c TOP NOA 49-0916.05 -- MULLIONS N /A - -- - -- - -- -- - - - FDMD GLASS -� FIRST CHOICE N /A --- --- --- --- -_- SKYLIGHTS N /A --- --- --- -- - -- GLASS (OTHER) BUTT GLASS GLASS BLOCK N /A N / A - -- - - -- -�- --- _ -- - -- SLIDING GLASS DOORS FIRST CHOICE 2ndCH010E N /A N /A - -- - -- - -- - -- - -- --- -- - - - -- - - - SWING TYPE DOORS -- _ FIRST CHOICE + 55 - 55 JELD - WEN s'-8" STEEL SINGLE OUTSWING (s) 1/4"0 TAPCONS EACH SIDE (3) 1/4"0 TAPCONS TOP & BOTTOM FL 10846.2 2ndCHOICE - -- --- --- --- --- ---- OVERHEAD GARAGE DOORS FIRST CHOICE N /A - -- - -- - -- - 2ndCHOICE - -- --- - -- - -- -- - - ROOFING MATERIALS ASPHALT/ FIBERGLASS V = 194 MPH V = 194 MPH GAF APHALT SHINGLES 3-TAB 1-1/4" ROOFING NAILS (6) PER SHINGLE FL 1 J12 - R7 METAL N /A - -- -- - --- - --- - -- OTHER N / A - - - - - - - - - - -- - _- SHUTTERS FIRST CHOICE N /A --- --- --- --- - 0 O FONT ELEVAT CI FRONT OF RESIDENCE SCALE 1/4" = 1'-O" DESIGN DATA FOR WIND LOADS : WIND SPEED IS BASED ON CHAPTER 3 OF FBC-10, USING ASCE 7-10 160 MPH - 3 SECOND GUST WIND SPEED FOR EXPOSURE "B" IMPORTANCE USE FACTOR = 1.00, Kd = 0.851 INT. PRESS. COEFF. _ 0.18 PRESSURES NOTED HEREIN ARE GIVEN IN PSF : ZONE PRESSURES ON WINDOWS/DOORS = + 46.1 PSF AOINTERIOR INTERIOR ZONE PRESSURES ON WINDOWS/DOORS = - 50.0 PSF END ZONE PRESSURES ON WINDOWS/DOORS = + 46.1 PSF OO END ZONE PRESSURES ON WINDOWS/DOORS = - 61.7 PSF ZONE PRESSURES ON GARAGE DOOR = + 39.2 PSF OEND END ZONE PRESSURES ON GARAGE DOOR = - 47.9 PSF EA . EL VA, T104 REAR OF RESIDENCE SCALE 1/4" = 1'-O" END ZONE CALCULATION SMALLEST OF : 10% OF LEAST HOR. DIM. = (0.10) (26.67') = 2.67' 40% OF EAVE HEIGHT = (0.40) (8.00') = 3.20' BUT NOT LESS THAN : 4% OF LARGEST HOR. DIST. = (0.04) (38.00') = 1.52' 3' MINIMUM 3.00' GOVERNS -- USE 4.00' FOR DESIGN WIND INFORMATION - 2010 FBC-160 MPH BASIC WIND SPEED: 160 MPH 3-SECOND GUST MWFRS VELOCITY PRESSURE: 34.57 PSF OCCUPANCY USE/TYPE: SFD RESIDENCE IMPORTANCE FACTOR: 1.0 EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFF.: Ch 3 FBC-RES., OPEN STRUCTURE COMPONENTS/CLADDING DP: PER ASCE 7-10 GARAGE DP: PER TABLE R301.2(2) MWFRS - ROOF DP: -23.7 PSF UPLIFT TOTAL ROOF DEAD LOAD: 25 PSF BEARING TOTAL ROOF LIVE LOAD: 30 PSF BEARING 20 PSF RAFTERS 10 PSF CLG. JOISTS ROOF TRUSS LOADS: PER ROOF FRAMING PLAN MEAN ROOF HEIGHT: < 20' SHEARWALLS: N/A SOIL BEARING CAPACITY: 2500 PSF BUILDING IS RISK CATEGORY ;it i'P --------------------------------------------------- SLEEPING,: i`-OMS PROVIDE Ail EGRESS WINNOW WITH A NET GLEAM OPENING OF 5 SQ. FT, FOR GROUND FLOODS, 5.7 SL41FT. FOR UPPER FLOODS. OPENINGS SHALL NOT BE LESS THAN 2,14 OR 20'W SILL ",OT MORE THAN 44" ABOVE FLOOR. n VIDED ELEOTHIC S dO = fEC ORS WITH BAT!,,-^ f U` iN ALL SLfE�1 IINgG rtf ES4S d�Y', C� I•,`:IR L�ANI.. NG 'l ..ED So -HAT A THE A0 I I A s ION OF Af Y OETE�TO WILL AC HVATE ALL. � CONCEALED rA 3 ENERS OR AT ACHMENTS O ARE THE RLSPONSIBILITY OF THE A O CONTRACTOR CIF RECORD R,IGHT SIDE ELEVAAT 01N THIS STRJOTui-'B HAS EEN DESIGNED AND RE -VIEW FU I OR CQIVI'LIA?NCF OF RIGHT SIDE FROM FRONT OF RESIDENCE 1/4" = 1'-O" Ff3C 16p6,1,., FOR ONIF OF THE FOLLO'O> i,,IG; 'z'o7 - s�L��� ON riF.vt � IED FOk SNTE}TN0.L EiINI i�� L= 1SUFiF AEVIIEWL 8Y WINDBORNr DE8RtS PROTECTION DATE � ,.. aflit..�� Iti` A2� P T MIIS BE Kl~PT ®N30B ;MPACT RESISTANCE GL.AI � INSPECTION WILT, BE NIA-D.E.J 'ii i_ ..�.._. I "_ •__,,., ....-r-.,_..w.-.-�. T.'�.---�..,I,-.-+.�,.. i,....,....,. _ 1 -,�.4-,. ......�._.._. :,�,-'--er� _.r. ..i.-g-"�-•---`I- ``.�.". .J,_._�,...r....;'...r.. a- r-,-r��.�-.-w-,..�..-.-.i..�_ T ------------ ------- ---------- „ 100 0 WORK ARE s�ifuaCLOT TO ANY COW -, ITIONS REQUIPED IIE O iNSIPECI oRS THAT C0,051- LEFT SIDE ELEVATION LEFT SIDE FROM FRONT OF RESIDENCE SCALE - 1/4" = 1'-O" TERMITE TREATMENT REQUIRE IGAYPn �ZCEN.SF -= FORENSIC INVESTIGATIONS &�W Fl> I'" I vt "" ' t= FC>u f� ce„A, ,• UTILITY DESIGN .. MIR � BLASTING SUPERVISION lT o' 39464 _ 5 � TRUSS INSPECTION & DESIGN PARCEL //� !/�, _ 5 X LAND PIANNING & SITE DEVT. • A C E L I ® # 1 T 1 6 6®1 -0060 o® 3 ° ENVIRONMENTAL AL COMMERCIAL -_ _ � STATE ❑F _ ' (� RESIDENijAL /COMMERCIAL DESIGN SONDRA. ��,FFL CERT, OP AUnACIf ZATM 279M CONSTR. OBSERVATION & ADMIN.JOSEPH� /\ KS C r J S,I �C��e� STEP°riN A. C,AYDOSH ENC,INI=I=RING / 10302 S. FEDERAL HIQF WAY ".7�® ��V�®IA AVENUE / IALt \ P0RT ST. LUCIE, FLORICXA� SUITE34952 273 FORTPIERCE, L®� ®� 34946"� L ��,0� 24-JULY-2012 OFFICE) M2) 361- SACC 0=" C56U 820 - 07t3 EPHEN A, GAYDOSH, JR. GE, � 19!012 ° 7,e -,ao6 �'�-4T OF INDR10 UNIT 1 BLK 17 PE - GC - PCC - CEI - StSi FLORIDA PE - 038464 MAY NOT LIE REPRODUCED WITHOUT WRITTEN AUT1iDRIZATION OF SAGE . • • • D on -FOU"'IMIDATION, PLAN LAYOUT OF FILLED CELLS & FOUNDATION SCALE 1/4" = 1'-0" LINTEL DESIGN TABLE MARK N0. LINTEL LENGTH FEET - INCH LINTEL DESCR. 11 SEE TBL. ABV. ACT. UPLIFT LF ALLOW. UPLIFT LF ACT. GRVTY. LF ALL. GRVTY. LF 1 4' - 6" 8F16 - 1 T1 B 190 3547 400 6113 2 9' - 4" 8F16 - 1 T1 B 390 1133 590 1843 14' - 8" 8F16 - 1 T1 B 170 519 330 1370 4 9' - 4" 8F16 - 1 T1 B 790 1133 1260 1843 5 1 4' - 6" 8F16 - 1 T1 B 1 790 3547 L 1260 6113 6 6' - 6" 8F16 - 1 T1 B 1 190 1880 400 3480 4' - 6" 8F16 - 1 T1 B 790 3547 1260 6113 8 4' - 6" 8F16 - 1 T1 B 790 3547 1260 6113 9 4' - 6" 8F16 - 1 T1 B 790 3547 1260 6113 1 - - - - - - - - - - - - - - - - - - FOUNDAInION NOTES 1. THE SOILS SHALL BE COMPACTED TO 2,500 PSF (MINIMUM), AND SHALL BE POISONED FOR TERMITES IN ACCORDANCE w/ APPLICABLE CODES & ORDINANCES. CERTIFICATION OF COMPACTIONS & POISONING SHALL BE PROVIDED BY THE RESPECTIVE COMPANIES. 2. SOIL BORINGS, TO THE DEPTH & QUANTITY AS DIRECTED BY THE FLORIDA BUILDING CODE, 2010, RESIDENTIAL EDITION, & AS AMENDED BY LOCAL CODES & ORDINANCES, SHALL BE PERFORMED BY A QUALIFIED COMPANY. THE REPORT SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER OR PROFESSIONAL GEOLOGIST & SUBMITTED TO THE CONTRACTOR PRIOR TO FOOTING INSPECTIONS. 3. THE AREA WHICH SHALL HAVE HABITABLE (NOW OR FUTURE) LIVING SPACE SHALL BE PROTECTED BY THE USE OF 6-MIL VAPOR BARRIER OR WATER -PROOFING AGENTS IN THE CONCRETE. COVERED PORCHES / ENTRIES SHALL HAVE VAPOR - BARRIER. 4. THE MINIMUM COVER FOR REINFORCING SHALL BE -- SLABS ON VAPOR BARRIER -- 3/4" -- BEAMS AND COLUMNS -- 1-1/2" -- FORMED CONCRETE BELOW GRADE -- 2" -- UNFORMED CONCRETE BELOW GRADE -- 3" 5. MAIN REINFORCING STEEL SHALL BE GRADE 60 (Fy = 60,000 PSI), BASED ON ASTM A-615. SMALL REINFORCING, TIES & HOOPS SHALL BE GRADE 40 (Fy = 40,000 PSI). 6. CONCRETE SHALL BE 2,500 PSI CONCRETE w/ WATER/CEMENT RATIO NOT TO EXCEED 0.65 (UNLESS AREA IS SUBJECTED TO SALT SPRAY, WHICH SHALL BE REDUCED TO 0.40 MAXIMUM). SLUMP, IN ALL CASES, SHALL NOT EXCEED 5". NO WATER MAY BE ADDED AT THE SITE. 7. WELDED WIRE FABRIC (W.W.F.) SHALL BE W1.4xW1.4 -/ 6-6 PLACED AT MID -DEPTH OF ALL SLABS. AT ALL MONOFOOTINGS, THE W.W.F. SHALL BE DOUBLED FOR A MINIMUM OF 2' - 6" BEYOND THE EDGE OF THE FOOTING. IF FIBRE-CRETE (OR FIBRE -CON OR EQUAL) CON- CRETE IS USED, THE DOUBLE LAYER OF FABRIC MAY BE ELIMINATED AS WELL AS THE W.W.F. 8. ALL CONCRETE MIXING & BATCHING SHALL BE IN ACCORDANCE w/ ASTM 1-194. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE w/ ACI 318 AND ACI 301. ALL CONCRETE MASONRY UNIT (CMU) WORK SHALL COMPLY w/ ACI 531 - 79 (REVISED 1983). CONCRETE FOR COLUMNS, BEAMS, & GROUTED CELLS SHALL BE 3,000 PSI (MINIMUM), & CONCRETE FOR FOOTINGS & SLABS SHALL BE 2,500 PSI (MINIMUM). 9. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS & CONDITIONS AT SITE PRIOR TO STARTING ANY WORK. THE ENGINEER OF RECORD MUST BE NOTIFIED IN WRITING OF ANY DISCREPANCIES IMMEDIATELY OR THE CONTRACTOR SHALL ACCEPT \ ALL RESPONSIBILITY FOR ANY ERRORS & OMISSIONS. DO NOT SCALE DRAWINGS. 10. THESE PLANS, AS DRAWN & NOTED, COMPLY w/ THE "2010 ENERGY EFFICIENCY CODE 03 FOR BUILDING CONSTRUCTION" . THE CONTRACTOR IS RESPONSIBLE FOR BEING FAMIL- IAR w/ THE CODE IN ITS ENTIRETY & CONSTRUCT IN ACCORDANCE w/ ALL PROVISIONS OF THE CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND IN THE NOTES. 11. REINFORCING SHALL BE LAP SPLICED A MINIMUM OF 18" FOR #30 BARS, A MINIMUM OF 24" FOR #40 BARS AND A MINIMUM OF 30" FOR # 5 0 BARS, 12. ALL REFERENCES TO FBC-2010, RESIDENTIAL EDITION, ALSO INCLUDE THE AMENDMENTS AS ADOPTED PER LOCAL ORDINANCE. 13. CONTRACTOR TO ENSURE FOOTINGS ARE CONSTRUCTED ON CLEAN FILL COMPACTED TO WITHSTAND A MINIMUM OF 2500 psf BEARING CAPACITY. 14. ALL WOOD IN CONTACT WITH MASONRY AND/OR CONCRETE MUST BE PRESERVATIVE TREATED. ALL CONNECTORS INTO P/T WOOD MUST BE HOT -DIPPED GALVANIZED & STRAPS SPECIALLY TREATED. NAILINC3 F©R ROOF SHE:ATHINC ZONE #1 : 8d GALVANIZED RINGSHANK NAILS © 6" o/c EDGE, 6" o/c IN -FIELD ZONE #2 : 8d GALVANIZED RINGSHANK NAILS @ 4" o/c EDGE, 6" o/c IN --FIELD ZONE # 3 : 8d GALVANIZED RINGSHANK NAILS @ 4" o/c EDGE, 4" o /c 11'9-FIELD w z �#5 0 REBAR @ TOP (MINIMUM (1) REQUIRED) \ r-CMU T 8F20-1T1B ir / 1, F 1- -F QTY. OF #-) 0 BARS ..1V IN BOTTOM OF 77. LINTEL CAVITY J ¢ z QTY. OF # 5 0 BARS IN TOP OMINAL HEIGHT OF BEAM IF = FILLED w/ GROUT =1 .. U = UNFILLED o ALLOWABLE LOADS SPECIFIED ABOVE ARE BASED ON TABLES OMINAL WIDTH PROVIDED BY CAST-CRETE, & ARE BASED ON ACI'- 318 LINTELS TO BE FILLED w/ 3,000 PSI CONCRETE (MINIMUM) ROUT ANOTHER MANUFACTURER'S MAY BE SUBSTITUTED PROVIDED '�` 5 BAR @ BOTTOM OF THE ALLOWABLE LOADS MEET OR EXCEED THOSE STATED LINTEL CAVITY NOMINAL HEREIN FOR THIS DESIGN OTTOM REINFORCING PROVIDED SAFE LOADS ARE BASED ON A MINIMUM OF 4" BEARING EACH END .WIDTH IN LINTEL (VARIES) ILI Ill TE1 DESIGN PER FBC-07 DESIGN REQUIREMENTS SCALE : N. T. S. REV # BY #REVIEI❑N RE HE ROOF SFiEATHIN v TOELOOKHFORATHEGROOF NAILING ZONES, PER SLC REVIEW /A SAG 7_24_12 r-11 GENERAL NOTES 1. THIS DESIGN IS BASED ON FBC - 10, RESIDENTIAL CODE, WITH A WIND SPEED OF 160 MPH & A NON -COASTAL EXPOSURE. THE MEAN ROOF HEIGHT IS LESS THAN 33.00'. 2. THE BUILDING / STRUCTURE WAS DESIGNED AS ENCLOSED, w/ AN IMPORTANCE / USE FACTOR OF 1.00. 3. THE END ZONE OF THE BUILDING IS 4.0 FEET FROM EACH CORNER OF THE BUILDING TOWARDS THE.CENTER OF THE WALL. 4. STRAPPING REQUIREMENTS SHOULD BE BASED ON THIS DESIGN -- ANY TRUSSES THAT REQUIRE THE INSTALLATION OF PIGGY -BACKS AND / OR VALLEY SETS HAS HAD THAT ADDITIONAL LOADING INCLUDED IN THE UPLIFTS SPECIFIED HEREIN. 5. BEARING POINT # 1 IS STARTING AT THE TOP OR LEFT EDGE OF THE PAGE, AS APPLICABLE. 6. TRUSS - TO - TRUSS CONNECTIONS (NOTED AS * IN THE TABLE) WILL BE SPECIFIED BY THE TRUSS MANUFACTURER. TRUSSES TO BE SPACED AT 24" o/c, MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWING. 7. VALLEY SETS AND GABLE ENDS SHOULD BE STRAPPED WITH SIMPSON TS-18 (OR EQUAL) AT 48" o/c FOR WOOD -FRAMED WALLS, & ETA-12 AT 48" o/c FOR CONCRETE OR MASONRY WALLS, NAILED TO RESIST 120 PLF UPLIFTS, UNLESS NOTED OTHERWISE. 8. ALL TRUSS TO CONCRETE / MASONRY SHALL BE SEPARATED USING SIMPSON TSS PLATES (OR EQUAL) OR DOUBLE - LAYER OF 30# FELT PAPER. 9. STRAPS DESIGNATED HEREIN CAN HAVE ANOTHER MANUFACTURER'S STRAP SUB - STITUTED SO LONG AS IT MEETS CODE & CAN BE USED IN THE APPLICATION SHOWN & CAN RESIST THE LOADS INDICATED IN THE TABLE ABOVE. STRAPS MUST BE INSTALLED IN ACCORDANCE w/ THAT MANUFACTURER'S SPECIFICATIONS. THE INDICATION IN THE TABLE ABOVE OF 2 (TWO)INDICATES TWO OF THOSE STRAPS SHOULD BE USED IN THIS INSTANCE. 10. NAILS SPECIFIED IN THE ROOF SHEATHING NAILING ZONES ARE GALVANIZED RING -SHANK, HAND - DRIVEN NAILS. THE SAME DIAMETER OF NAILS SHOULD BE USED IF POWER - DRIVEN NAILS ARE USED INSTEAD OF HAND - DRIVEN NAILS, 11. FOR ALL JACKS (HIPS, CORNERS, & ENDS), THE BEARING POINT # 1 IS THE ATTACHMENT TO THE WALL. THE BEARING POINT # 2 IS THE ATTACHMENT AT THE TOP CHORD, & THE BEARING POINT # 3 IS THE ATTACHMENT OF THE BOTTOM CHORD. 12. INSTALL A SIMPSON HGT-2 (OR EQUA;) w/ (2) 3/4" 0 ALL -THREADS INTO TOP OF BEAM & (16) 10d x 1 1/2" NAILS INTO TRUSS, TO RESIST TO RESIST U = 10,980# & L = 600#. 77- .L.. .. =._ . AILING ZONES NAILING ZONES FOR ROOF SHEATHING SCALE N.T.S. CTD AM TVDE7 1\1 All INI�` TA DI F_ STRAP INFORMATION FASTENER SIZE & NUMBER ALLOWABLE LOADINGS STRAP TYPE MANUFACTURER STRAP TYPE HEADER TRUSS UPLIFT (PBS) LATERAL (LBS) SIMPSON META 12 N / A (7) 1Od X 1 1240 635 A USP CONNECTOR HTA 16-18 N / A (7) 1Od X 1 1600 325 SIMPSON HETAL 16 B USP CONNECTOR TAPL 12 N / A N / A (15) 10d X 1�" (15) 1Od X 1 1810 1350 730 880 C SIMPSON (2) HETAL 16 N / A (15) 10d X 1 2035 1160 USP CONNECTOR (2) TAPL 16 N / A (15) 10d X 1r 1985 990 D SIMPSON HETAL 20 N / A (15) 1Od X 1 1810 1100 USP CONNECTOR TAPL 16 N / A (15) 10d X 1 1350 880 E SIMPSON (2) HETAL 20 N / A (15) 10d X 1 2435 1640 USP CONNECTOR 2 (} TAPL 16 N A / (15) 10d X 1 �" 1985 1250 - SIMPSON HETA 20 N / A (9) 10d X 14" 1690 730 F USP CONNECTOR HTA 20 N / A (10) 10d X 14" 1774 660 G SIMPSON MTS 12 (7) 10d X 14" (7) 10d X 1 840 85 USP CONNECTOR MTW 12 (7) 10d X 1 J" (7) 10d X 1" 860 75 RED IRON BUCKET 1 (2) 5/8" 0 (2) 5/8"0 3570 500 H RED IRON BUCKET 2 (2) 3/4"0 (2) 3/4"0 5150 650 RED IRON BUCKET 3 (4) 5/8"0 (4) 5/8"0 8990 830 RED IRON BUCKET 4 (4) 3/4"0 (4) 3/4"0 11, 450 980 RED IRON BRACKET 5 (4) 5/8"0 (4) 5/8"0 560 830 RED IRON BRACKET 6 (4) 5/8"0 (4) 5/8"0 17, 300 980 RED IRON BRACKET 7 (4) 3/4"0 (4) 3/4"0 - - - - - - RO , 'IF FRAM N �'LAN LAYOUT �k LOADS FOR NEW TRUSSES SCALE : 1 /4" = 1'-0" TRUSS UPLIFT 8c LATERAL WIND LOADS TRUSS BEARING POINT # 1 TRUSS BEARING POINT # 2 TRUSS BEARING POINT # 3 TRUSS MARK NURIBER UPLIFT (LBS) LATERAL (LBS) STRAP TYPE UPLIFT (LBS) LATERAL (LBS) STRAP TYPE UPLIFT (LBS) LATERAL (LBS) STRAP TYPE A 930 80 A A 930 780 80 70 A A - - - - -- - - - - -- - - - - -- B 780 70 C 670 60 * 790 80 A --- - -- - -- D 1020 100 * 1240 110 A - -- - -- - -- E 3830 300 NOTE 12 3930 320 NOTE 12 - - - - - - - - - F 1580 160 D 1580 160 D - -- - -- - -- G 3220 300 NOTE 12 3220 300 NOTE 12 - - - - - - - - - H- - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - K- - - - - - - - - - - - - - - - - - - - - - - - - - - 7' HJs 460 40 A 200 40 * 200 40 9' HJs 540 50 A 200 40 * 200 40 7' - 9' EJs 350 40 A 200 40 * 200 40 1' - 7' CJs I 280 I 40 I A II 200 I 40 I * II 200 I 40 I * �/ GAYDOQ ,,j �Z CENSF -` _ No. 38464 _ C a! - STATE E ❑F 41j i 'SORT I'll, S ON ,-- � ���\ I I i 1 FC31 ' ,.% .:. ' PL. CERT. OF AUITHOWATtON 27>i68 FORENSIC INVESTIGATIONS UTILITY DESIGN w BLASTING SUPERVISION TRUSS INSPECTION & DESIGN LAND PLANNING & SITE DEVVT. ` ENVIRONMENTAL DESIGNS RESIDENTIAL /COMMERCIAL DESIGN CONSTR. OTiSERVATiON & ADMIN. `/�' PARCEL I ® ���®�®®���®®�i� SONDRA JOSEPH JA ���0 RCA®IA AVENUE STEPI--IE_N A. GAYDOSH FENGINEERING 10302 S. FEDERAL HIC�iWAY, vIT UE * 273 PORT ST. LUCIE, FLORIDA *"52 FORTPIERCE, FLORIDA 34946 - 6409 P WT OF I N ®R I 0 UNIT 1 B LK 17 24 -DULY-2012 o a�� m� 361 - SAGE 4 =A) 0W628 - 0713 /�1GE. 2012 7W -1806 MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION OF SAGE . PE STEP EN A, AYDDSH, J . FLORIDA PE - 038464 e � DRAWN BY 1 S. GAYDOSH CHECKED BY, S. GAYDOSH DATE I MAY - 2012 SCALE 1 /4" = 1'-0 U.N.O. JOB NUMBER(S) I 22012 6. ISSUED F❑R 1 O CONCEPTUAL REVIEW PERMITTING REVIEWS O TRADE DESIGNS ONLY O BIDDING PURPOSES ONLY O CONSTRUCTION O AS -BUILT RECORD DWGS. DRAWING P SHEET 2 OF 4 SHEETS 0 0 C4 AFl A J iL An IoL_ AFl BL DR(M®Ov/II #2 00 0 I \\ L\\`F AFl AFl AFl F , ` ./ ! AFl 6068 BI/F❑LD & tOv OU AFl An 2 -- 100 CFM N EXHAUST FAN mAn -GFl a z _ „; sue.. O `� 2a <a AFl n 0 �in . NW / 6068 BI/F-❑LL) 1 � O 1 1 I 40 GAL SOLAR WATER HEATER w/ 20 GAL ELECTRICAL BACKUP w/ 220 v DISCONNECT I aRmxq- Raam Gn / \ O I K9,rci}'{I(F_m 1 \\\o An I zzo v \ \ \ ! GFli HH HH �\ i -: __ - ' OGFI +1 y « 1 GFI GFI 42° AFF I � AFl An O GFl / W1P`�-� HOSE 816E 0!7 I nj I I 9 i � I FRCD lr P(ORC 9-0 I -----------r- ELECTRICAL NOTES : 1. CONTRACTOR TO VERIFY w/ F.P.U.A. THE LOCATION OF THE SERVICE AND SHALL LOCATE METER & PANELS AS REQUIRED. 2. ALL WIRE SHALL HAVE THW COPPER, UNLESS NOTED OTHERWISE. 3. WHERE REQUIRED BY LOCAL CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON-METALLIC SHEATHED CABLE. 5. COORDINATE RACEWAY INSTALLATIONS w/ OTHER TRADES PRIOR TO CONSTRUCTION. 6. VERIFY ALL CONDUCTORS & BREAKERS w/ EQUIPMENT MANUFACTURER'S SPECS. 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT HVAC EQUIPMENT AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER'S RECOMMENDATIONS. 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE, KITCHEN AND EXTERIOR OUTLETS AS SHOWN ON THE PLANS. 10. ELECTRICAL FIXTURES, TRIM PLATES & APPLIANCES SHALL BE U.L. APPROVED AND AS SELECTED BY THE OWNER. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON THE PLANS. 12. PROVIDE PRE -WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON THE PLANS. 13. AFCI CIRCUIT BREAKERS ARE REQUIRED FOR ALL BEDROOM & LIVING ROOM DEVICE/RECEPTACLE OUTLETS, TAMPER -PROOF COMBINATION TYPE AS PER NEC 210.12(B). (2010 EDITION). 14. SECURELY ATTACH J-BOXES AT CHANDELIER LOCATIONS & FAN LOCATIONS TO TRUSS/STRUCTURE AS REQUIRED TO ACCOMODATE FIXTURE WEIGHT. 15, ALL CEILING FAN J-BOXES SHALL BE LISTED AS ACCEPTABLE FOR FAN SUPPORT. 16. SMOKE DETECTORS SHALL BE WIRED AHEAD OF SWITCHES CONNECTED TO BATHROOM OR KITCHEN LIGHTING CIRCUITS w/ BATTERY BACKUP & INTERCONNECTED PER FBC-10. 17. ELECTRICAL INSTALLATION TO BE DONE IN ACCORDANCE WITH NEC-2010 & FBC-10, w/ LOCAL AMENDMENTS. ELECTRICAL TO ALSO COMPLY WITH NFPA-70. 18. METAL FRAMING MEMBERS SHALL BE GROUNDED TO THE EQUIPMENT GROUNDING CONDUCTOR THAT MAY ENERGIZE THE FRAMING, PER FBC-10, RES. CODE SECTION E3302.1. ELECTRICAL PLAN LAYOUT OF PROPOSED ELECTRICAL SCALE 1/4" = V-0" 200 AMP MAIN PANEL 120/240 VOLT WEATHER-PROOF DISC. SWITCH 120/240 VOLT 3 #3/0 CU. A/C UNIT IN 2" CONDUIT. NEW 200 AMP METER CAN w/ 200 AMP 0 DISCONNECT COMBO 71 2" RIGID DOWN PIPE TO UNDERGROUND SERVICE GRADE GRAD11111 1 #4 CU. TO DRIVEN Cu GROUND ROD WITH 20 OMHS OR LESS. (GROUND TO WATERLINE & REINF. IN FOOTING) ELECTRICAL RISER DIAGRAM N.T.S. REVISI❑N REV # BY 1 REVISED ATTIC ACCESS TO 22" x 30" TOP MEET FBC-10, SECTION R807.1, PER SLC REVIEW SAG 7-24-12 REVISI❑N REV # BY 1 #4 CU, TO DRIVEN Cu GROUND ROD WITH 20 OMHS OR LESS. (TWO GROUND RODS TO BE A MIN. OF 6' APART) 200 AMP PANEL SCHEDULE GENERAL ELECTRIC BREAKERS CIRCUIT EQUIPMENT WATTS WIRE BREAKER CATALOG # AIC RATING 2 POLE 1 MAIN BREAKER # 3/0 200 AMPS THQL 21200 10,000 1 POLE 1 BEDROOM #1 LIGHTS OUTLETS SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 BEDROOM #2 LIGHTS OUTLETS SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 BATHROOM LIGHTS OUTLETS SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 GREAT ROOM LIGHTS OUTLETS SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 KITCHEN LIGHTS SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 EXTERIOR GFI OUTLETS SEE CALC. #12 20 AMPS THQP 120 10,000 2 POLE 1 WATER HEATER 5,000 #8 40 AMPS THQL 2140 10,000 1 POLE 3 APPLIANCE CIRCUITS 4,500 #12 20 AMPS THQP 120 10,000 2 POLE 1 RANGE OVEN 4,500 #6 50 AMPS THQL 2150 10,000 1 POLE 1 SMOKE DETECTORS 500 #14 15 AMPS TFiQP 115 10,000 1 POLE 1 WASHER 1,500 #12 20 AMPS THQP 120 10,000 2 POLE 1 DRYER 5,000 #6 40 AMPS THQL 2140 10,000 2 POLE 1 HVAC COMPRESDSOR 10,000 #6 60 AMPS THQL 2150 10,000 2 POLE 1 HVAC AIR HANDLER 5,000 #6 30 AMPS THQL 2130 10,000 1 POLE 1 IRRIGATION PUMP FUTURE 1,500 #12 20 AMPS THQP 120 10,000 1 POLE 22 SPARES 0 LOAD CALCULATIONS 1013 SQ.FT. @ 3 vA / SQ.FT. = 3039 vA 3,039 TOTAL WATTS 40,539 DEMAND LOAD CALCULATIONS RECEPT. 1ST 10,000 vA @ 100% 10,000 vA @ 100% 10, 000 vA REST 0 40% 15,539 vA ® 40% 6, 216 vA AIR CONDITIONERS (HEATING) ® 100% 10,000 vA @ 100% 10, 000 vA TOTAL LOAD 26, 216 vA CURRENT DEMAND = TOTAL LOAD (vA) / 240) = 26, 216vA / 240 v 109.23 AMPS A 200 AMP SERVICE IS ADEQUATE 4"0 OL W� 1X"O TO SINK PLUMBING RISER, DIAGRAM PLUMBING ISOMETRIC SCALE N.T.S. 0 HVAC DESIGN LAYOUT OF PROPOSED HVAC SYSTEM SCALE 1/4" = V-0" Aka F11 T r GisMF t a` * t Il ON 6 F « y M 1. 0.3 ® �� �Z CENSZ- v _ '� _ L No, :38'�6.4, _ ��,( �?� STATE ❑E U / /0- T F r P �`V\ /' S/IR w�\ //1 \,\ 12 ., F_ CMT. OF AUrHOMAMCM 2798 UTILITY DESIGN w BLASTINIG SUPERVISIONNS N TRUSS INSPECTION SI DESIGN a LAND PLANNING &SITE DEVT. '�` ENVIRONMENTAL DESIGNS RESIDENTIAL / COMMERCIAL DESIGN CONSTR. OBSERVATION & ADMIN. PARCEL �� ��VV� ®O�V�O®O�� SONDRA JOSEPH JAKSCH 4640 ARCADIA AVENUE FORTPIERCE, FLORIDA 34.96 -� 609-�`'` �t .�y PLAT OF INDR10 UNIT 1 BLK 11 / STEP.'IEN A. GAYDOSH ENGINEERING 103PnRT STDLUCIE,HFLORDAr 534052 273 © O� M2) 361 - 8ACe VAS (WO 82S - 0713 /��E, 201I2 C7243 718-1808 MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATK)N OF SAGE . S EPHEN A. GAYDOSH, JR. PE -cc - PCC - CBI - StSi FLORIDA PE - 038464 DRAWN BY 1 S. GAYDOSH CHECKED BY 1 S. GAYDOSH DATE, MAY - 2012 SCALE 1 1/4" = 1'-0" U.N.O. JOB NUMBER(S) 1 22012 ISSUED FOR O CONCEPTUAL REVIEW • PERMITTING REVIEWS O TRADE DESIGNS ONLY O BIDDING PURPOSES ONLY O CONSTRUCTION O AS -BUILT RECORD DWGS. DRAWING az J 1 SHEET 3 ❑F 4 SHEETS 4D b i, REVISI❑N REV # BY REVISI❑N �" P_V #} BY„ ,sue \ �Q� `ZCEh+a` s �` t v SFEY N-E,W,owr"' � � F'lCkR� G, � � � N� �84O,t --?� ZS �— IDS 141 f"' I� i�V�'� _ �'{� �' _ �C; TATE ❑r - 1 �r 4 as u4/ u" I;oS%o I E I -m m-" ,���T `���I �aV�\� s 0 N D Fmi"' ' coll wlo'�kJ 4640 ARCH � % / r° NPI I �� �� PIERCE,946 6409 iy F RT FLORIDA �' ` , i2-•JUNE-2012 PLAT OF IN�RI NIT I BLK 17 STEGC - A, GAYDOSH, JR, PE - GC - PCC - CBI - StSl FLORIDA PE - 03§464 �',i' . �„ I� AF TION 27®e6 roRENslc INvesrc,�wnoNs uTluTr DESIGN N BLASTING SUPERVISION EESlau TRUSPARCEL LAND L NNING & SITE LAND PLANNING d�, SITE D V'T. ENVIRONMENTAL DESIGNS RESIDENTIAL / GCMMERCIAL DESIGN CONSTR. OBSERVATION do ADMRN. DRAWN BY S. GAYDOSH ISSUED FOR CI CONCEPTUALG�F 0 PERMITTING REVIEWS C+ TRADE DESIGNS ONLY 0 BIDDING PURPOSES ONLY 0 CONSTRUCTION G AS -BUILT RECORD DWGS. CHECKED BY S. GAYDOSH S°T'E HEN A. CaAYL7�SH ENGINEERING ®2 S. FEDERAL HIS -WAY, SUM- f 273 PORT . LV\s'E, FLORlDA 34 ;]2 DATE MAY - 2012 DRAWING �1 SCALE I U.N.O. `t 1 / ^ " 1 r _ 0» C Ci P1� BASE VAX ( K24- 0718 q E, 2p�2 JOB NUMBER(S) ' 22012 SHEET 4 ❑F 4 SHEETS