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HomeMy WebLinkAboutApproved PlansWELL PIPE ` \ 6 � r SEPTIC TANK FENCE CORNER POST IS LOT 4 CENTERLINE OF A 0.6' SOUTH AND 1.1' EAST OF FINISHED FLOOR 12.00' WIDE PROPERTY CORNER ELEVATION = 110.88 J UTILITY EASEMENT -1� I DRAINFIED LOT 3 FENCE CORNER POST IS 0.7' NORTH AND 0.2' EAST �- - - -7- BLOCK 91(�A) L OF PROPERTY CORNER 4' HIGH CHAIN 09 N 0°08'43°'-E-(C)-55.00'LINK Q FENCE N 00'08'19- E (M) 55.01' FENCE END POST IS - x r - -4-HIGH- HNN- INK- NCE- 0.4' NORTH AND 1.1' EAST _ IS 53.8 FEET LONE_ OF PROPERTY CORNERLOT 144' T `- HIGH CHAIN LINK FENCEIS 4p.0 FEET LONG �� I - - - - - I- i oononccn sin cniieo� SEPTIC r I FENCE END POST IS 1 0.1' NORTH OF T , PROPERTY LINE 00 to -1 LOT 13 LDRAINFIEL J FINISHED FLOOR `D ELEVATION = 109.80 i FENCE END POST IS 3.3' SOUTH OF PROPERTY LINE -` 3+ O O 6 x 6' HIGH WOOD FENCE & l IS 72.0 FEET LONG 1 x I FENCE END POST IS 0.7' SOUTH AND 0.8' WE OF PROPERTY CORNER FENCE END POST IS 0.5' SOUTH AND 0.9' WEST OF PROPERTY CORNER SET 5/8" IRON REBAR WITH -- CAP ROLLINS PLS 4945 (TRAVERSE POINT) SITE BENCHMARK TWO ELEVATION = 108.84 SITE PLAN SCAT F 1" = 20' r� ANK i LOT 2 LOT 1 I=IIJI(zwr n FI nr)R S 00'08'43" W (M) 110.00' (P) 110.06' (M) (BASIS % BEARINGS) \4' HIGH CHAIN LINK FENCE EDGE OF DIRT ROAD 'q SET 5/8" IRON REBAR WITH p��p �+ C CAP ROLLINS PLS 4945 NORTH 44TH STf�EEr (TRAVERSE POINT) r� r` SITE BENCHMARK ONE 'o ELEVATION = 108.70 (50.00' WIDE RIGHT-OF-WAY) �> - 0 10' 20' 40' C:USE LIVING AREA 1000.00 SU F Y. bL:L)KUUIVIs: BATHROOMS OVERED LANAI 0.00 SQ.FT. TOTAL SQ.FT.UNDER ROOF: OVERED PORCH 135.60 SQ.FT.SIDEWALKS: PRIVACY OR WING WALLS: DOL N/A SQ.FT STORIES: RIVEWAY/WALKS 408.00 SQ.FT BALCONY RAILINGS TOTAL: 1543.60 SQ.FT BUILDING CLASSIFICATION TE AREA: 7716.5 SQ.FT. PE OF CONSTRUCTION: DTAL IMPERVIOUS AREA:= 0.20 PERVIOUS AREA:= 0 ROBERT F. SONBERG ARCHITECT 113 Bent Tree Drive Palm Beach Gardens, FI. 33418 PH: (561)-691-9277 CELL: (561)460-5635 1 1543.6 N/A N/A 1 N/A R3 Vb Mirlande Leo Residence 2311 N. 44TH STREET FT. PIERCE, FL. 34946 STREET VIEW FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #S6-5f /7y7(PZ9 & Well # Date, 3/2Y/rr Revie er. m 17# I-7oq-Di z ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO NCE REVIEWED BYfe DATE - 14 -/ 2 7 7 PLANS AND PERMIT MUST DE KEPT ON JOB OR NO !N'PPF^.TIOl! v"!II. F,< ;e nn 111 Issued --Aa: MANUFACTURES LABLES SHOWING ROOF FRAMING U FACTORS AND SHGC COMPLIANCE S2.0 ROOF FRAMING WITFIFBCENERGY CODE MUST ❑ . REMAIN ON ALL DOORS AND WINOOW$- UNnL INSPECTIONS ARE APPROVED PLANS A1.0 FLOOR PLAN ❑ ELEVATIONS A2.0 EXTERIOR ELEVATIONS ❑ DETAILS A5.0 DETAILS I . SE.D WORK ❑ A5.1 DETAILS REOUIREt) rjy rI -Lo IN:° )+•r.rf)rIkl TUAT El _ BE SPECIFICATIONS I:v61P4YwITH94APPLICA,lLq(.'QQJq, ' A6.0 SPECIFICATIONS ❑ ELECTRICAL SHEETS WL FAQi�NMGNATfACHNItNTS ELECTRICAL PLAN Ana IMI; WN w5ILITy0FriE El......__ ... St. Lucie County �� P��, S0,aR� v Housin Department °� COVER SHEET DATE: Approved by. „j , •, N 1'� $,,,, 3/15/2017 ,� 6280 '"AFFORDABLE ATTAINABLE° WORKFORCE HOUSING << 31 rc crc �` AOOO <<<..1- E1.0 I I I I I I 2"REVENT CLEAN OUT TO 12" A.F.G I 5 �I I y 2"SAN. NOTE: PROVIDE C.O. AT BASE OF ALL RISERS PLUMBING RISER DIAGRAM NOT TO SCALE 0 2' 4' 8' Q LL 0 O O 0 T m r m N O Q r d' co d C N L L U H LL d O O O P m m N O Q v (6 U 0 0- _rn a m U L L 3 m L U) Z) U 30'-8" TO SEPTIC TANK - 8' -- ai o0 m �' - J-_CDND A j�I ihl' l --- - �, 3/4" CU LINE W/6"DN TURN j I ] F — — — — — — — — — — �O�P&T-REttEP---' ----- -- — LIDW � II EWH 40G I REF. ICE TO E. F .92 IN DRAIN PAN W/RELIEF - -- /^� LINE TO 1" DIA PVC OUTSIDE CONDENSATE LINE FROM A/C SHOWER & TUB TO HAVE TEMP. CONTROL DEVICES r INDICATES (3)5/8" 30"X30" f EINF. (2) BOTT. (1) TOP i �CORNER BARS (TYP.)ALL I CORNERS L------ so I (2)LAYER 6x6-10/10 W.W.F. W/2ND LAYER 48" WIDE AT PERIMETER r FOOTING DETAIL X I I I -- --------------------- I i' B 6'-3" _ 4'-2„ � A o -- T N — — — — — — — — — — — -1+ , -}----— — 0 FOUNDATION PLAN SCAT F- 114" = T-0" SLAB NOTES: CONTRACTOR TO PROVIDE STANDARD TEST BORING SERIES (1) 15' AT CENTER OF HOUSE SLAB AND (2) 10' AT FRONT AND REAR HOUSE SLAB. ANY DELETERIOUS MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN COMPACTIBLE FILL. W° R MBERT F. SONBERG ARCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 .: rfsonberg@gmail.com E: (561)691-9277 (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR If' PART WITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. + Mirlande Leo Residence 2311 N. 44TH STREET FT. PIERCE, FL. 34946 MK I DATE I DESCRIPTION PROJECT NO:I 16-411A-19 ISSUE DATE: #Issue Date DRAWN BY: RFS CHK'D BY: RFS PERMIT NO. I #Permit Number 3 Amp SHEET 2 OF 9 N a LL d 0 O O_ Q m m N rn Q co co c m 0- C N L U U_ d U) O O O m r m N O Q �r a� 0 d _) U L U O m L ZD U 1 11351SQ.FT F PERIMETER:= 1145.4 L.F. EQ'D AREA UPPER AND LOWER VENTS: I AREA/300 = 3.78 SQ.FT. WER VENTS CERTAINTEED ALUM. VENTILATED IPLE 4" CTR.VENT N.F.A/SQ.FT= PPER VENTS SEMCO(4') = 140 SQ.IN NFA= (6) = 170 SQ.IN NFA= UPPER VENTS REQ'D 1.89 SQ.FT 2 IN/SF= 2.45 SQ. FT 140 SQ.IN. 170 SQ.IN. FA:= 2.15SQ.FT COMPOIS11 TE LIN I EL SCHEDULE BY CA T-CRET E : a �. � �, IdEihIIIII �IIliliil i , 1MW 0It1!ll�!TYPE YcPE.i.t �;� SAFE;A/ITY r REMARKS SAFE UPLIFT i 3i ri� a a�ii 6,ti ©bCEO�a h�9R'✓,�z GRAVTi LOA® `„ LOW' +�..v ?��'rF• I LOAD :,, LOAD L-1 4'-6" PRECAST 8RF14 IT/1B 400/PLF 5206/PLF 400/PLF 2525/PLF RECESSED L-2 4'-6" PRECAST 8RF141T/1B 2 1 T/l B 400/PLF 5206/PLF 400/PLF 2525/PLF RECESSED L-3 9'-4" PRECASTr8F1 400/PLF 1245/PLF 400/PLF 680/PLF L-4 9'-4" PRECAST2 lT/1B 400/PLF 1245/PLF 400/PLF 1245/PLF 45 MITER (1) END L-5 5'-4" PRECAST6 1T/1 B 400/PLF 5365/PLF 400/PLF 2290/PLF L-6 5'-4" PRECAST6 1T/lB 700/PLF 5365/PLF 700/PLF 2290/PLF L-7 9'-4" PRECAST2 1T/lB 400/PLF 1245/PLF 400/PLF 680/PLF 45 MITER (1) END L-8 4'-6" PRECAST 8F161T/lB 400/PLF 2931/PLF 400/PLF 2724/PLF L-9 4'-6" PRECAST 8F161T/lB 400/PLF 2931/PLF 400/PLF 2724/PLF 1} f�.. m L t pp {{ LIAR 11�FCa r 9kNI+IEC`il' I LATERAL UPLIFT FASTENERS ,i Iflit� +F'1IF2 '.�', CAPACITY ,i -` STR(TURE 1 SIMPSON HETAL12 415#/1100# 1085# EMBED (10)10d x1-1/2" 2 SIMPSON MGT /// 3965# (1)-5/8x 9"L (6"EMBED) EXP. BOLT (22)10d 3 SIMPSON META 1210/1160# 1900# EMBED (14)16d (9)10d POST (9)10d BEAM 4 SIMPSON MSTA24 /// 1640# (18)1/4" x 1-3/4" TITENS (10)10d 5 SIMPSON HU410 /// 1810# (4)8d (6)8d x 1-1/2" 6 SIMPSON H1 485#/165# 1 585# EMBED (10)10d x1-1/2" LTA2 950/220 1210# 7 SIMPSONLHETA16 8 SIMPSON 340#/725# 1810# 1 EMBED 9 10d x1-1/2" NOTE: ALL MASONRY TRUSS HURRICANE TIES NOT SHOWN AND A LESS THAN 1000# UPLIFT SHALL HETAL12 UPLIFT LOAD 1z�s# ) 4 2 CONNECTOR # '*,_ NO. OF Cf)NNFCTOR KFY CONNECTORS ROOF FRAMING PLAN SCALE:1/4" = 1'-0" p 2' 4• g• MERT F. SONBERG ARCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com HONE: (561)691-9277 ELL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. wi�v�v�J w c= w r � r NO.628 o r ff e4Ep....pjk UU� ttttttttl" Mirlande Leo Residence 2311 N. 44TH STREET FT. PIERCE, FL. 34946 MK I DATE I DESCRIPTION PROJECT NO: 16-41 1A-19 ISSUE DATE: I#Issue Date DRAWN BY: I RFS CHK'D BY: I RFS PERMIT NO. I #Permit Number S2m 0 E n 1-1 `€' F 9 FLOOR FINIts4 V ALL FlklSH BASE GEI�.1N`�p' WGT. ,l,,;iill;l';' ':'.REMARKS ui Lu d w U h INSULATION (3) v CL W Z Z C� �' Q O O U w x Q O c7 O f- O z in Q o z O W m 0O Qx ,JJ LLI ROOM FINISH Oa 2 > H U z y 0-? cN O U a O 4` � a o F- a F "DULE J u� a 4 O 9c K O Q a U' G J a a F W a tq 0 0 F a Q W J z W O a Q U' U w 00 `L o Q Q Q a w �- o — x cv gym. MARK DESCRIPTION 101 COVERED ENTRY x x x s0 102 LIVING ROOM x x x x 8'-0" 103 KITCHEN x x x x 8'-0" 104 DINING X x x x 8'-0" 105 BEDROOM #2 x X x x 8'-0" 106 LOSET x x x x 8'-0" 107 LOSET x x x x 8'-0" x X x x 8'-0" TILE TO CLG. @SHWR 108 MASTER BATH 109 MASTER BEDROOM x x x x 8'-0" 110 UTILITY x x x x 8'-0" 116 CERAMIC TILE TO COMPLY WITH FBC-R 702.4 GYPSUM BOARD TO COMPLY WITH FBC-R 702.3 TO BE TYPE'C' FLAME SPREAD 76-200, SMOKE INDEX 0-450 INSULATION FLAME SPREAD 0-25, SMOKE DEVELOPED 0-450, RADIAN FLUX GREATER THAN .12 WATT/SQ CENTERMETER c Q u- d U) 0 Q m m N G) Q C a .J c N L U LL 0 U 0 0 0 m NT LL m N 0) Q d- N U N O ^L TLL V/ l� U_ L U g 0 m 0 W IBERT F. SONBERG CHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 rfsonberg@gmail.com (561)691-9277 (561)460-5635 A i C (1)4'&6'GALV NORTH ELEVATION SCAI F 1/4" = 1'-0" WEST ELEVATION OIL2 TOP OF BM +8'-1 1 FLOOR SLAB +0° EAST ELEVATION CTAI F 1/4" = 1'-n" SOUTH SCAT F, 1/4" _ ELEVATION 1 .OBERT F. SONBERG R.CHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 .: rfsonberg@gmail.com E: (561)691-9277 15611460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. ,t E OF, °FC rf c � NO. 62$0 ° D t�l Clll lll� Mirlande IJeo Residence 2311 N. 44TH STREET FT. PIERCE, FL. 34946 MK', DATE I DESCRIPTION V) PROJECT NO: 16-411A-19 Z ISSUE DATE: #Issue Date o DRAWN BY: RFS Q CHK'D BY: RFS W J PERMIT NO. #Permit Number W O A2mO `W r p .art � N,w7 OF 9 x W C Q LL d O O _O Q m m N O _Q r C _co U P_ LL d U) 0 0 o_ m T m N O) Q V) U a) O rn r co co U L L O m i II (Fhiklv(In4 t � F! 9 !va lvp E"S!3=is frd�,9'�vvFas `w har° F!F P} q'i sn�ii 3/4" BATT INSULATION (SEE ,:.,.. _ 3/4" BATT INSULATION (SEE ENERGY CALCULATIONS 1/2" GYPSUM WALL BOARD ON 1/2" GYPSUM WALL BOARD ON - - ENERGY CALCULATIONS FOR R-VALUE SLIDING GLASS DOC " WOOD STUDS AT 24" O.0 - WOOD STUDS AT 24" O.0 FOR R-VALUE ` 1/2" GYPSUM WALL BOARD DOOR SCHEDULE ) + 1/2" GYPSUM WALL BOARD ON 1x2 PT WD. FURRING 2x4 AT HEAD AND 2x4 AT HEAD AND ON 1x2 PT WD. FURRING i STRIPS @ 16" O.C. ALUM. THRESHOLD JAMB JAMB STRIPS @ 16" O.C. - STUCCO STUCCO i - 1x4 PT FURRING AT PERIMETER FULL BED MASTIC 4 .. l4 PT FURRING AT PERIMETER ". x r lx6 PT BUCK SET IN FULL BED - SEALANT AT PERIME E� s s 1X6 PT BUCK SET IN FULL BED. MASTIC EXPANSION JOI MASTIC f ---- FILLER PRECAST CONCRETE LINTEL SHIM SPACE ° D p: DOOR (SEE DOOR "' -.. DOOR (SEE DOOR - ---- SEALANT AT PERIMETER .pL .p ° SCHEDULE) SCHEDULE) DOOR ROBERT F. SONBERG DOOR (SEE DOOR (SEE DOOR SCHEDULE) SCHEDULE) p p RCHITECT 113 BENT TREE DRIVE ALM BEACH GARDENS, FL33418 S.G.D. HEAD S.G.D. JAMB S.G.D. SILL BIFOLD DR HEAD BIFOLD DR JAMB 4D 5D 1 D SCALE: 11/2"= 1'-0" a" 2D _ SCALE: 1/2"= l'-0" 0 6' 12" 18" 3D SCALE: 11/2"= V-0" 0 6" 12" 181, SCALE: 11/2"= V-0" 0 6^ 12" 18" SCALE:1 1/2"= V-0" 0 6" 12" 18' 0 6' 12' EMAIL: rfsonberg@gmail.com HONE: (561)691-9277 ELL: 561 460-5635 8x8xl6 CMU LAID RUNNING BOND r SINGLE/DBLHUNG WINDOW / (SEE WINDOW SCHEDULE) COPYRIGHT -----STUCCO FILLED CELL EACH SIDE OF OPENING SOLID SURFACE SILL SET S IN FULL BED MASTIC MATERIAL SHOWN HEREIN IS THE COPYRIGHTED ' '•, - WITH 1-#5 VERTICAL FILLED WITH 3000PSI COARSE GROUT 1x4 PT FURRING STRIP AT 1/2" GYPSUM WALL BOARD ON 1/2" GYPSUM WALL BOARD ON PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR OPENINGS WOOD STUDS AT 24" O.0 - - WOOD STUDS AT 24" O.0 N PART WITHOUT THE WRITTEN PERMISSION OF lx4 PT WD. FURRING STRIP AT -� PERIMETER SEALANT SAIDARCHITECT. • _ OPENINGS __ / WITH BACKING 2x4 AT HEAD AND HEAD ANL1 2x4 AT _ PERIMETER SEALANT AND BACK BEDDING lx3 PT JAMB BLOCKING SET IN FULL / PRECAST OR POURED JAMB JAMB BED MASTIC CONCRETE S /145 W ILL j (2) COAT STUCCO t +' ' of a.., • -APPLICATION 7/8" THK. OVER 1x3 PT WD. BLOCKING SET IN FULL BED MASTIC SEALENTAT PERIMETER WITH BACKING CMU BATT INSULATION (SEE -ENERGY CALCULATIONS e , r :. 1/2" GYPSUM WALLBOARD 1/2" GYPSUM ON 1x2 PT WD. FURRING FOR R-VALUE "" .. DOOR (SEE DOOR DOOR (SEE DOOR r y NO. 8280 SCHEDULE) SCHEDULE ) SINGLE/DBLHUNG STRIPS AT 16" O.C. VERTICAL F .. ...... WINDOW (SEE WINDOW Yt C°o SCHEDULE) ttacaaaaa�� WIN D, H EAD WIND JAMB J WIND H—J—S PAOCKET DR HEAD BIFOLD DR SILL 3 C 4C 6" 2" B" 5C lVilrlande Leo F1 2 C SCALE: 11 /2 ='_o" 0 6" 12" a SCALE: 1 1/2"= V-0" 0 6" 12" 18' 6 6 a" C SCALE: 1 6 2" �„ o Residence 3/4" BATT INSULATION (SEE SOLID CORE DOOR (SEE DOOR 2311 N. 44TH STREET 3/4" BATT INSULATION (SEE FORRVA uE uLArloNs SCHEDULE) FT. PIERCE, FL. 34946 ENERGY CALCULATIONS f FOR R-VALUE 1/2" GYPSUM WALL BOARD -- ON 1x2 PT WD. FURRING ALUM. THRESHOLD SET IN 1/2" GYPSUM WALL BOARD STRIPS @ 16" O.C. FULL BED MASTIC - • ON 1x2 PT WD. FURRING STRIPS @ 16" O.C. ---STUCCO ` 1/2" GYPSUM WALL BOARD ON -STUCCO lx4 PT FURRING AT PERIMETER . * �' WOOD STUDS AT 24" O.0 1x4 PT FURRING AT PERIMETER 2x PT BUCK SET IN FULL BED ;,. MASTIC -- SEALANT AT PERIMETER 1x4 FRAME :; • 2x PT BUCK SET IN FULL BED BRICK MOLD AND SEALANT MASTIC / BRICK MOLD AND SEALANT AT PERIMETER 1/2" EXPANSION JOINT B AT PERIMETER "" --SHIM SPACE `e. - FILLER SHIM SPACE DOOR FRAME (SEE DOOR p //-- DOOR FRAME & DOOR(SEE SCHEDULE) D o D D DOOR SCHEDULE) DOOR (SEE DOOR SCHEDULE) ° p ° DOOR (SEE DOOR ° o SCHEDULE) D EXT DR HEAD EXT DR JAMB EXT DR SILL POCKET DR JAMB POCKET DR SILL 36 4B SCALE: l'-0" 0 6" 12" 18" 5B 1 B _ 2B SCALE:11/2"= 1'-0.1 6" 2" 8" SCALE: V-0" o s" z" 18" SCALE: V-0" o s" r' 181, SCALE: 1 1/2"= 1'-0" 0 6" 12" a' 0 METALANCHOR FLANGE (4) BY MANUFACTURER EXTERIOR WALL W/l/4" x 3" TAPCONS BOTTOM CHORD OF TRUSS TO CONIC. TYP. (4) MK DATE DESCRIPTION RIGID INSULATION TO MATCH R- PLACES :1 a • . I � 1/2" GYPSUM WALL BOARD ON 1/2" GYPSUM WALLBOARD ON AT 24" 0.0 VALUE OF N. ENE INSULATION. ENERGY — ----------- WD. STUDS AT O.0 r - WD. STUDS (SEE BLOWN OR BATT (SEE INSULATION / CALC's CONDENSING UNIT 2x4 AT HEAD 2x4 AT JAMB / — PROJECT NO 16-411A-19 DOOR (SEE DOOR SCHEDULE) - �.•.�,s� �. 4" 2500# CONC. ISSUE DATE: #Issue Date OUIPTIVENT AD EXTEND MIN fi DRAWN BY: RFS AROUND ALL SIDES DOOR (SEE DOOR DOOR (SEE DOOR OF UNIT CHK'D BY: RFS SCHEDULE) SCHEDULE) #Permit Number PERMIT NO. PLY'WDW/5/8"TYPE 'X' A/C HOLD DOWN DETAIL lx4 TRIM GYPSUM BOARD BELOW IA, H INT. DR. HEAD INT. DR. JAMB INT. DR.SILL ATTIC ACCESS AC ANCHORING 3A 4A SCALE:3" = 1'-0` 0 3" 6" g 5' A SHEET 6 OF 9 Q 1 A _ SCALE: 1 1/2"= 1'-0" 0 s^ 12^ 1a" 2A SCALE: 1 1/2"= 1'-0" 0 6" 12" 16" SCALE: 1 1/2"= V-0" 0 6" 12" 18" ` SCALE: 1/4" = V-0" 0 z' 4' B' C ILL. d O O O Q m CO N O Q V (6 C M o_ C L L U H ILL. d O O O m m N O Q T O En rn U 0 rn _0 t0 U 0 m L BRACE TOP OF BOTTOM TRUSS CHORD GALV METAL TRACK ATTACHED TO 2x4 CROSS BRACE AT 24" O.C. OR TRUSSES W/(2) #10 S.V S. EACH TRUSS. 5/8" GYPSUM CEILING W/ KNOCKDOWN FINISH ATTACH DIRECTLY TO BOTT. CHORD TRUSS OR CROSS BRACE. PROVIDE 2x4 BLOCKING AT KITCHEN CABINET LOC'TNS NOTE: WALLS PERPENDICULAR TO TRUSSES SIMILAR 3-5/8" 25G GALV. METAL STUDS AT 16"O.C. DRYWALL EACH SIDE PRIMED PRIMED AND PAINTED W/TEXTURED FINISH GALV METAL TRACK ATTACHED TO CONC. FLOOR WITH HELTI'DN' PINS (.145 x 1 1/2"L@16"0C W/1"WASHER.) WOOD BASE D EMBED VERTICAL REINF 8" MIN. INTO TOP BOND BEAM (1) COURSES BOND BEAM BLOCK Wl1-#5 REINF VERT. #5 REINF IN GROUTED CELL U.O.N. '11,I I I I <_ " ----MASONRY WALL '1 II° 1 CLEANOUT REQ'D FOR 6" HOOK REINF. CONT. GROUT LIFT ..I r >5-FT. FROM ADJ. / BOND BEAM SPREAD FOOTING COMPOSITE BEAM --s----- GROUTED WITH 3000 PSI COARSE GROUT.p PRECAST CONCRETE LINTEL (SEE LINTEL x..-' SCHEDULE) ADJ. REINF. FILLED CELL HURRICANE TRACKS ATTACHED TO HOLLOW CMU'S AS PER MANUFACTURE'S SPECIFICATIONS FORMED AND POURED, PRECAST OR BOND BEAM BLOCK SILL (GROUTED) W/1-#5 1 C INT. NON-BRG WALL (� 2C OPENING REINF 3C HORIZ AND VERT. REINF SCALE:3/4" = V-0" 0 1 2. 3 SCALE: 1/2" = 1'-0" 0 r 2 4' SCALE: 1/2" = V-0" 0 1 2' 4. R,, in TYPICAL EXTERIOR WALL SCALE: 3/4" = l'-0" n 1, 300# DIMENSIONAL ARCHITECTURAL FIBERGLASS SHINGLE ON EXTERIOR GRADE PLYWOOD SHEATHING W/ 30# FELT PAPER TIN - TAGGED PER CODE. NAIL SHEATING TO TRUSSES W/ 8d RING SHANK OR 10d COMMON 4" O.C. AT PERIMETER. REMAINDER OF ROOF TO BE NAILED AS END ZONE (6" O.C.) _ R30 MIN. FIBERGLASS BATT INSULATION (SEE ENERGY CALCULATIONS FOR R- VALUE) PRE-ENGINEERED WOOD ROOF TRUSSES A 24" O.C. TYPICAL W/ APPROVED GALV TRUSS ANCHORS TRUSS ANCHORS PER CONNECTION SCHEDULE ELFV T_0_BOND-BM 8'-1° ALUMINUM METAL DRI EDGE 1x2 PT WD. TRIM ON 2x6 PT WD. FASCIA 5/8" GYPSUM WALLBOARD WITH KNOCK DOWN FINISH. WALLS 1/2" BOTH TO COMPLIES WITH FBC-R 702.3 EL BOTT-OE1lNSEL __Qi 8x16 COMPOSITE BEAM (SEE LINTEL SCHEDULE) 1x4 PT FURRING AROUND ALL OPENINGS (R4.1 MIN. INSUL.) SEE FLOOR PLAN FOR WINDOW TYPE, SIZE, ANCHORING GLAZING TO BE IMPACT RESISTANT PER DADE COUNTY SOLID SURFACE SILL SET IN THIN SET. TYPICAL ALL WINDOWS SEALANT AT PERIMETER POURED OR PRECAST CONCRETE SILL W/ 145 REINF. lx2 PT. WOOD FURRING STRIPS AT 16"O.C. ICEYNENE'OPEN CELL' FOAM INSULATION 8x8xl6 CMU LAID RUNNING BOND WITH 7/8" THICK STUCCO (3) COAT APPLICATION. WOOD BASE 1-1/2" RECESS WATERSTOP AT SLAB EDGE. USE 9" HIGH STARTER COURSE CMU SET IN FULL BED MORTAR. =LE/ TOPOF_SLAB 0+00 SLOPE GRADE FROM H USE FOR DRAINAGE SEE FOOTING SCHEDULE FOR SIZE AND CONFIGURATION 300# DIMENSIONAL ARCHITECTURAL FIBERGLASS SHINGLE ON EXTERIOR GRADE PLYWOOD SHEATHING W/ 30# FELT PAPERTIN- TAGGED PER CODE. NAIL SHEATING TO TRUSSES W/ 8d RING SHANK OR 10d COMMON 4" O.G. AT PERIMETER. REMAINDER OF ROOF TO BE NAILED AS END ZONE (6" O.C.) R30MIN. FIBERGLASS @ATT INSULATION (SEE ENERGY CALCULATIONS FOR ACTUAL 'R'RATING) FOR ROOF TRUSS CONNECTORS (SEE TRUSS CONNECTOR SCHEDULE) PRE-ENGINEERED ROOF TRUSSES DRIP EDGE ON 1X2 PT TRIM ON 2x6 PT FACIA STUCCO APPLICATION OF HI -RIB FELT BACKED DIAMOND RIBLATH SEE LINTEL SCHEDULE 3/4" (3)PART STUCCO APPLICATION OVER FELT BACKED DIAMOND RIB -LATH 12" CMU BLOCK COLUMN CONCRETE FOOTING (SEE FOUNDATION FOR FOOTING SIZE AND REINF. i WBERT F. SONBERG ,RCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 .: rfsonberg@gmail.com E: (561)691-9277 (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. �att�ttt E.OF F�ttJ ^.• STP�i� r NO.6280 r .77 y ^rY V iF GN 4,'r [llllll lllL Mirlande Leo Residence 2311 N. 44TH STREET FT. PIERCE, FL. 34946 MK I DATE I DESCRIPTION PROJECT NO: 16-411A-19 #Issue Date m ': ISSUE DATE: °..o RFS DRAWN BY: / CHK'D BY: RFS PERMIT NO. #Permit Number 3A PORCH COLUMN SCALE: 3/4" = V-0" 0 1' 2 3 J SHEET 7 J OF 9 LN X C Q H LL 0 O O O 0¢0 Co CV M Q c6 c O c N U H LL d W O O _O 0] r m (V O Q T v co v N 0 0_ rn a c>3 U L 3 O cn N Z) i, ARCHITECTURAL.: PLAN NOTES: CONSTRUCTION TO BE AS PER THE "FLORIDA BUILDING CODE" 2014 AND CITY OF FT PIERCE, FLORIDA CODES AND ORDINANCES. 2. BUILDING CONTRACTOR TO COORDINATE WORK WITH ALL TRADES. 3. BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE PRIOR TO COMMENCING ^� WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ERRORS OR OMISSIONS OR CONDITIONS DIFFERENT THAN REFLECTED ON PLANS. DRAWINGS ARE NOT TO BE SCALED. 4. SUBMIT (3) COPIES MINIMUM, OF THE REQUIRED SHOP DRAWINGS TO ARCHITECT. 5. THESE PLANS AS DRAWN REFER TO THE "MANUAL X & "FLORIDA ENERGY CODE" FOR R-VALUE AND TYPE OF INSULATION AND SIZING OF MECHANICAL SYSTEMS. 6. BUILDING CONTRACTOR RESERVES THE RIGHT TO SUBSTITUTE ITEM WHICH IS EQUAL OR BETTER THAN ITEM SPECIFIED ON THESE DOCUMENTS WITHOUT ANY WRITTEN APPROVAL FROM THE ARCHITECT. ITEMS WHICH, WHEN SUBSTITUTED REQUIRE APPROVAL OF THE BUILDING OFFICAL SHALL BE SUBMITTED TO SAID BUILDING OFFICIAL. 7. BUILDING CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL. MEMBERS DURING CONSTRUCTION. 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO BUILDING CONTRACTOR. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW. 1o. ALL WINDOWS AND DOOR SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE AS WELLAS WIND LOAD CAPACITIES. ��. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER FOR ROOF TRUSS DESIGN AND APPROVAL. INCLUDING (2) SETS FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION. 12. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL TO BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN CONCRETE OR OTHER MATERIALS AND WOOD AS PER CODE. 13. ALL INTERIOR PARTITION WALLS TO BE 4" THICK NOMINAL DIMENSION UNLESS OTHERWISE NOTED. 14. ALL INTERIOR CEILINGS ARE 5/8" THICK GYPSUM WALLBOARD. WALLS TO BE 1/2" GYPSUM WALLBOARD. 15, CONTRACTORS FOR EACH TRADE SHALL BE RESPONSIBLE FOR CLEANUP OF THEIR PARTICULAR TRADE. E L ECTfRlLES: 1. ALL NEW WIRE SHALL HAVE THWN COPPER UNLESS OTHERWISE NOTED. 2. WHERE REQUIRED BY CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 3. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO STAfttTING CONSTRUCTION. 4. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURERS SPECIFICATIONS. 5. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 6. PROVIDE NOWFUSEIBLE GENERAL DUTY SAFETY SWITCHES AT AIR CONDITIONING EQUIPMENT AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL. 7. PROVIDE GFI BREAKERS FOR ALL BATHROOMS AND EXTERIOR OUTLETS AS SHOWN ON PLANS. _ 8. ELECTRICAL FIXTURES TRIM AND APPLIANCES SHALL BE'UU APPROVED AND AS SELECTED BY OWNER. 9. PROVIDE PRE -WIRED TELEPHONE OUTLETS AND TV OUTLETS AS SHOWN ON PLANS: 10. TYPICAL CIRCUITS SHALL HAVE NO MORE THAN (6) DUPLEX RECEPTACALS ON FACH CIRCUIT 11. ALL RECEPTACLES AT COUNTERS SHALL BE GFI PROTECTED. 12. ALL CLOSET LIGHTING SHALL COMPLY WITH SEC. 410.8 13. SMOKE DETECTORS SHALL BE HARD WIRED AND HAVE SELF CONTAINED BATTERY BACK-UP AND SHALL BE WIRED IN TANDEM SO ALL DETECTORS SOUND SIMULTANEOUSLY. 14. ALL BRANCH CIRCUITS THAT SUPPLY 125V, 15A & 20A RECEPACLE AND LIGHTING OUTLETS IN BEDROOMS SHALL BE PROTECTED BYARC-FAULT CIRCUIT INTERRUPTERS. 15. ALL SWITCH PLATES INSTALLED AT 46"A.F.F. UNLESS OTHERWISE NOTED. PLUMBING NOTES: 1. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT TO INSTALLA COMPLETE AND OPERATING SYSTEM. 2. THE PLUMBING CONTRACTOR IS TO PROVIDE ALL REQUIRED PERMITSAS PART OF HIS BID. 3. THE PLUMBING CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORKACCEPTANCE. 4. THE PLUMBING CONTRACTOR SHALL INSTALL HOT AND COLD WATER SYSTEMS (3/4" COPPER PIPES) INITIAL BRANCH, AND VERIFY EXISTING CONNECTIONS AND SIZES OF SANITARY (SEE PLUMBING RISER DIAGRAM), AND WATER PIPES. 5. INSTALLATION SHALL BE IN COMPLIANCE WITH LOCAL, STATE, NATIONALAND FLORIDA ENERGY CODES. 6. FURNISH AND INSTALL PLUMBING FIXTURES AS SCHEDULED ON DRAWINGS OR AS PER OWNER DIRECTIVE. 7. FURNISH AND INSTALL CLEANOUTS IN SANITARY LINES WHEREVER REQUIRED BY CODE WITH SLUSH TYPE PLUGS AT THE BASE OF EACH SOIL STACK. CLEANOUTS SHALL BE NOMINAL SIZES AS THE PIPES INTO WHICH THEYARE INSTALLED. 8. WATER PIPES SHALL BE OF TYPE 'U COPPER FOR PIPING ABOVE GROUND ANY TYPE 'K' FOR PIPING BELOW GROUND WITH WROUGHT SOLDER FITTINGS. 9. HOT WAER PIPES ABOVE AND BELOW GROUND SHALL BE INSULATED WITH ONE ''/2" ARMAFLEX AND TERMINATED 6" ABOVE GRADE IN PERMEABLE AREA OUTSIDE OF THE BUILDING. 10, EACH CONDENSATE DRAIN PIPE SHALL BE A MINIMUM OF W PVC (SCHEDULE 40) WITH TRAPS, INSULATED WITH %" ARMAFLEX AND TERMINATED 6" ABOVE GRADE IN PERMIABLE AREA OUTSIDE OF THE BUILDING, DO NOT TERMINATE CONDENSATE DRAIN PIPES ON CONCRETE FLOOR. 11. LOCATIONS WHERE PIPES PENETRATE WALLS, CEILINGS, AND FLOORS SHALL BE WATERTIGHT. A 12. WRAPALL RISERS WITH APPROVED EXPANDING SEALANTAT PENETRATION OF SLAB. 13. SANITARY PIPES SHALL BE PVC (SCHEDULE 40) APPROVED BY FLORIDA BUILDING OFFICAL HAVING JURISDICTION. 14. WASTE AND VENT SANITARY PIPING SHALL SLOPE W PER FOOT FOR PIPES SMALLER THAN 3" AND SLOPE 1/8" FOR OTHERS. 15. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 10OPSI FOR A MINIMUM OF ONE HOUR ANY LEAKS DETECTED TO BE RE -SOLDERED. 16. SANITARY PIPING SHALL BE FILLED WITH FIVE (5) FOOT HEAD OF WATER AND SHALL STAND UNTIL THE INSPECTION IS MADE. CORRECT ANY DEFECTS DETECTED BY TEST. STRUCTURAL; REINFORCED MASONRY: 1. CONCRETE UNITS TO BE ASTM C 90 GRADE'N' WITH MININUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. PROVIDE PRECAST LINTELS AS NECESSARY. MORTAR TYPE'M' PER ASTM C 270. a. PUMP MIXES: L PUMP MIX FOR REINFORCED MASONRY SHALL CONFORM TO ASTM DESIGNATION C 476. ii. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER/ARCHITECT. iii. ALL GROUT SHALL BE OF A FLUID CONSISTENCY, WHICH MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. iv. THE USE OF ADMIXTURES IS NOT PERMITTED WITHOUT WRITTEN CONSENT OF THE ARCHITECT. b. REINFORCING: I. VERTICAL: 1. ASTM A615 PER REINFORCING SECTION (GRADE 60) 2. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. 3. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF X" FROM THE MASONRY. 4. VERTICAL REINFORCING SHALL BE AS SCHEDULED IN THE WALL REINFORCING AND COLUMN AS DEPICTED ON THE FOUNDATION PLAN, 5. VERTICAL STEEL REINFORCING EACH SIDE OF OPENINGS, IN REQUIRED AREAS, SHALL BE CONTINUOUS TO THE TIE -BEAM, PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO CONTINUE UNINTERRUPTED. ii. HORIZONTAL: 1. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN WALL REINFORCING AND BEAM SCHEDULE. c. GENERAL: i. ALL REINFORCED MASONRY WORK SHALL CONFORM TO ACI 530.1-L.A.E./ ASCE 6-L.A.E. "SPECIFICATIONS FOR MASONRY STRUCTURES" (FM = 1900PSI) STRUCTURAL: 1. CONCRETE SHALL CONFORM TO ASTM C94-L.A.E. FOUNDATION AND SLAB TO BE 2500 PSI MIN COLUMNS AND BEAMS TO BE 3000 PSI MIN. COMPRESSIVE STRENGTH IN 28 DAYS (UNLESS NOTED OTHERWISE). ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-L,A.E & ACI 301-L.A.E. ALL CONCRETE MASONRY SHALL BE IN ACCORDANCE WITH ACI 531-L.A.E. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: a. SLABS ON VAPOR BARRIERS - %/ b. BEAMS AND COLUMNS-1-1/2" c. FORMED CONCRETE BELOW GRADE - 2" d. UNFORMED CONCRETE BELOW GRADE-3" 3. TYP. CONCRETE SLAB TO BE 2500 PSI 4" THICK MIN. W/ 6X6 10/10 W.W.M. ON 6 MILL POLYETHYLENE VAPOR BARRIER SHEETS TO OVERLAP 6" MIN AND TAPE JOINTS ON CLEAN FILL COMPACTED TO 2500 PSF @ 95% VAPOR BARRIER TO BE LAID IMMEDIATELY AFTER TERMITE SOIL TREATMENT DENSITY. 4. STEEL PLACEMENT AND DETAILS SHALL CONFORM TO ACTS "MANUAL OF STANDARD PRACTICE FCR DETAILING REINFORCING CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CRSI UNLESS OTHERWISE NOTED. 5. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA, MIN. WHERE SPLICED FOR COLUMN, DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE REINFORCING AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZONTAL BEAM REINFORCING AT EACH FACE, 6. VERTICAL CELLS FOR MASONRY TO BE PUMP MIX FILLED AND SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS DELL. 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0" HIGH. CLEANOUT SHALL BE SEALED AFTER CLEANING ANII) INSPECTION AND BEFORE GROUTING. 8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" DESIGN BASED ON TIMBER WITH 1100 PSI FB. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0 MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER (U.O.N) DESIGN BASED ON WOOD WITH MINIMUM Fb=1100 PSI. 9. HEADERS TO BE (2) OR (3) 2X12'S WOOD FRAME BASED ON WALL THICKNESS. 40 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1760 KSI OR BETTER AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 10. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 1980 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATIONS AS FOLLOWS: a. SHAPES, PLATES AND ANCHOR BOLTS-A36-81 b. AMACHINE BOLTS -A325-L.A.E. c. TUBULAR - A500-L.A. E. AGRADE B (46KSI) 11. WELDED CONSTRUCTION SHALL CONFORM TO THE "AMERICA WELDING SOCIETY -STRUCTURAL WELDING CODE" ELECTRODES FOR FIELD AND SHOP WELDS SHALL COMPLY WITH A.W.S A5.1 310XX. 12. FOUNDATION REINFORCING SHALL BE LAPPED 48 BAR DIA. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS (OUTSIDE OF CORNERS ONLY) SAME SIZE AS HORIZONTAL FOUNDATION REINFORCING. NOTES: 1. IN THE EVENT OF MISSING DOWELS: EMBED #5 BAR MIN 8" INTO CONCRETE FOOTING AND EPDXY W/ "EPCON" EPDXY. LIMIT (2) MISSING BARS PER HOUSE MAXIMUM. NOTIFY ARCHITECT IF MORE THAN (2) BARS ARE REQUIRED. 2. THE ARCHITECT HAS PROVIDED BOTH EDGE LINE DIMENSIONS FOR MASONRY OPENINGS AND CENTER LINE DIMENSIONS FOR DOWEL PLACEMENT. CONTRACTOR IS TO VERIFY DIMENSIONS WITH WINDOW AND DOOR MANU- FACTURER PRIOR TO CONSTRUCTION. FRAMING: 1. THE TRUSS LAYOUT SHOWN IN PLANS IS SCHEMATIC IN NATURE HOWEVER, THE SUPPORTING SUPER -STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR GIRDER TRUSSES BEARING POINTS, ETC.) TO BE MODIFIED ONLYAFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE, 3, STRUCTURAL REVISIONS, FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. 4. TRUSS DESIGNER MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN LINTEL: 1. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE STRUCTURE INCLUDING CHANGES IN BEAM ELEVATION. ALL SPLICESARE MINIMUM 24INCHES. 2. CONCRETE FOR COLUMNSAND BEAMS SHALL BE 3000PSI COMPRESSIVE STRENGTH AT 28 DAYS, 3. A SINGLE FILLED CELL CONCRETE BLOCK IS REQUIRED AT ALL OPENINGS UP TO & AND DOUBLE FILLED CELL OVER 6'. (SEE COLUMN SCHEDULE AND FOUNDATION PLAN FOR LOCATIONS). 4. 8" TYPICAL4" MINIMUM BEARING IS REQUIRED FORALL LINTELS. TRUSS AND GIRDER: 1. LATERAL FORCES DUE TO GRAVITY LOADING CALCULATED TO RESIST WORST CASE. 2. CONTRACTOR SHALL USE CONNECTIONS SPECIFIED OR FBC APPROVED EQUAL. 3. TRUSS SHOP DRAWINGS SHALL INCLUDE TRUSS TO TRUSS AND TRUSS TO GIRDER CONNECTIONS W/CAPACITY TO RESIST ALL APPLICABLE VERTICAL AND HORIZONTAL REACTIONS. ROOF SHEATHING: 1. ROOF SHEATHING SHALL BE 19/32" APA EXPOSURE 1 C-D SHEATHING GRADE PLYWOOD. PANELS INSTALLED AS PER FBC. 2. ALL ROOF SHEATHING FASTENED AS "END ZONE" TO ROOF FRAMING W/ 8d "RING SHANK" NAILS AT 6" O.C. 4" O.G. AT PERIMETER. I 0 ,,. MERT F. SONBERG ARCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com HONE: (561)691-9277 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. E, w p � N0.6260 0 ��Rta�a►��� Mirlande Leo Residence 2311 N. 44TH STREET FT. PIERCE, FL. 34946 MK I DATE I DESCRIPTION PROJECT NOi 16-411A-19 ISSUE DATE: I#Issue Date CHK'D BY: I RFS PERMIT NO. I #Permit Number OF 9 �F« C Q LL d O O O T CO � m N O Q V i C (6 0_ C 0? L L U H ILL d U) O O O T m nT/ co W N O Q r a� 0 rn r a cU U 0 U g O m I 0 3/4" DIAM PVC CONDUIT TOP WE 200 AMP MAIN PANE A" NEMA1 PANEL W/ MAIN DIS( 10KA.LC (3)#2/0AWG,(1)#1/0 _. NEUTRALTHW CU IN 1-1/2" RIGID CONDUIT OVERHEAD SVC. W/WEATHERHEAD (2) #2/0 AWG; (1) #l/0 NEUI IN 1-1/2" RIGID CONDUIT FP&L METER (WEATHERPROOF) 144 BAR CU. GRID. N � vIlle; � / ELECTRICAL RISER DIAGRAM SCALE:1/4" = l'-0" 0 2' 4' 8' ELECTRICAL LEGEND RECESSED (HIGH HAT) LIGHT FIXTURE VAPOR PROOF LIGHT SYMBOL DESCRIPTION DUPLEX RECEPTACLE @ 12" A.F.F. DATA PRE WIRED CATV JACK AC SUPPLY REGISTER AC RETURN rREGISTER JUNCTION B0>� FIREALARM EXHAUST FAN NEW EMERGENCY LIGHTS INTERCOM VOLUME CONTROL EXIT LIGHT SPRINKLER DEAD DISCONNECT SWITCH ELECTRICAL PANEL METER BY FLORIDA POWER & LIGHT DUPLEX RECEPT. UNDER COUNTER GFI/WP DUPLEX RECEPTACLE GRD, FAULT CURRENT WATERPROOF TV GFI/C DUPLEX RECEPTACLE COUNTER HEIGHT PG KEYLESS W/P.C. &RECEPT QUADPLEX RECEPTACLE DUPLEX RECEPTACLE TOP RECEPT. SWITCHED F DIED. SINGLE POLE APPLIANCE RECEPT 48" A.F.F. �y 220 VOLT RECEPTACLE @ 12" A.F.F. L91 GFI FLUSH FLOOR DUPLEX RECEPT. C SINGLE POLE SWITCH © 3 THREE WAY SWITCH FOUR WAY SWITCH DIMMER SWITCH E:::P os OCCUPANCY CONTROL SENSOR 1110m;--1 UNDER CABINET MINI HALOGEN LIGHT g p1 s-s° METAL HALIDE LIGHT -WALL MID. 175 W R3 THERMOSTAT FIRE ALARM AND PULL STATION FLUORESCENT LIGHT FIXTURE FAPS FLUORESCENT LIGHT FIXTURE W/ EMERGENCY LIGHT N TELEPHONE JACK ELECTRICAL NOTES: ALL RECEPTICALS TO BE TAMPER PROOF ALL BEDROOM, LIVING, FAMILY DEN, LIBRARIES ROOMS ETC TO HAVE RECEPTACLES THATARE ARC - FAULT PROTECTED ALL LUMINARIES SHALL COMPLY 410.73.G. NEC BREAKER SIZES TO BE SIZED PER MANUFACTURER'S RECOMMENDATIONS g� 'ii•f` ' i i 2D6AYI`� IBQ�.1... DESCRIPTION WIRE ` .: a� �(Elssi - Eft Es il�p - �y j li i . �� 'III,' '�L PAl.CI-1... .I`il BR'KR CONDUIT. LOAD #' DESCRIPTION WIREi / << II j` j>III{' 12Qj240Vi1Pi BR'KR 'CONDUIT 3W LOAD A/C COMP #1 #10 2/30 V --- 2 AIR HANDLER #1 .5K H.S. @ 65% #6 2/50 1" 4,875 4 r97 RANGE #6 2/60 - 12,00 — 6 DRYER #10 2/30 1/2" 5,000 8 SMALL APPLIANCE (GFI) #12 1120 1/2" 1,50C 10 ELEC WATER HEATER 40GAL #10 2/25 1/2" 4,500 11 ISMALL APPLIANCE (GFI) #12 1/20 1/2" 1.50C 12 13 ISMALL APPLIANCE (GFI) #12 1/20 1/2" 1,50C 14 GFI RECEPTACLES #12 1/20 1/2" 1,080 15 GENERAL LIGHTING #14 1 1/15 1/2" 90C 16 IREFRIGERATOR #12 1/20 1/2" 1,200 17 GENERAL LIGHTING #14 1115 1/2" 90C 18 IWASHER #12 1/20 1/2" 1,500 19 GENERAL LIGHTING #14 1/15 1/2" 90C 20 IGARAGE DOOR OP'NR #12 1/20 1/2" 325 21 GENERAL LIGHTING #14 1/15 1/2" 90C 22 ICEILING FANS #14 1/15 1/2" 800 23 MICROWAVE #12 1/20 1/2" 1,20C 24 GFIC #12 1/20 1/2" 1,080 25 DISHWASHER #12 1/20 1/2" 1.20 26 1/3HP LIFT STATION PUMP #12 1/20 112" 249 27 GARBAGE DISPOSAL #12 1/20 1/2" 60 28 29 30 31 32 33 34 35 36 37 38 39 a0 41 ELI 42 UTALNA j__Z3,1UUI BUILDING SQ. FT. 114 SQ.FT. x 3WATTS/SQ.FT. 3444 ATTS DIVIDED BY NO. OF GENERAL LIGHTING CIRCUIT: LOAD CALCULATIONS: 1ST 10,000W @ 100%= 10,000 WATTS REMAINDER @40%= 13,484 WATTS AIR HANDLER H.S.= 4,875 WATTS 28,359 WATTS VAN=AMPS: 118.2 MPS USE: 200 MPS IV IHL:VH' zU,aUal 861 PER CKT MASTER BEDROOM 48" FAN W/ LT. KIT I / /so 1 48" FAN W/ `I LT. KIT COMBO a 1 20UTIL. � DW 'L . GFI/C Fuc'� \ (4)BULB 40W a000 FLUORESCENT W. F II ��/ � �C}— GFI/C A/H = / KITCHEN FOYER ELECTRICA SCALE:1/4" = l'-0" 11 11 52" FAN W/ LIVING RM. COVERED ENTRY L PLAN h DISC FOR 20A CKT FOR LIFT STATION & HI- WATERALARM PROVIDED ELECTRIC SWIOKE DE1cCTORS WITH BATTERY BACK - LID IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECIT)R WILL ACTIVATE ALL. MERT F. SONBERG ARCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 rfsonberg@gmail.com (561)691-9277 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. p )� "OF_.4pR i FaoS = NO.6280 I y D ft llllllll� Mirlande Le® Residence 2311 N. 44TH STREET FT. PIERCE, FL. 34946 MK I DATE I DESCRIPTION PROJECT NO 16-411A-19 ISSUE DATE: #Issue Date [DRAWN BY: RFS K'D BY: RFRMIT NO. #Permit Number SHEET 9 OF 9 4Z J U FBI Ce V IW J W As JT10IM c - , C, ropCE'1 AS SOS U, grc� 8—FLAT wi(31 I� �I. F/L UF(Zz• 5 G J4' k IVOflr,�l 5 - 1. STORM SHUTTERS PER CODE 2. 5/12 ROOF PITCH 3. WHITE VINYL WINDOWS GRILLS FRONT ONLY ` 4. 150-AMP ELEC. SERVICE OVER HEAD SERVICE 5. — BATT INSULATION 3 �/0 X H - H V Auk 6. BAHIA SOD PER CONTRACT irz„ 7. INSTALL SPRINKLER SYS. ` 2' COMDUI DISTRIBUTION BOLT 8. 20' X 40' CONC. DRIVEWAY 4-PLACES TER - 9. CONNECT TO COUNTY WATER SIDE 10. 1/4 TURN (ON/OFF) UNDER ALL SINKS aEcrRlc isa- AnP. I & TOILETS METER ELECTRICAL PANEL, - 40 CIRCUT. SEE FLOOR. 11.: INSTALL DECOR SWITCHES PLAN FOR PANEL SIZE. ,�- 12. INSTALL FRENCH DOORS W/ BUILT-IN BLINDS 13. GRANITE KITCHEN & BA 1H COUNTERS W/ UNDER MOUNT SINKS Aic mscaNNECT co ,i, ', I 14. 15. FLOOR TILE ENTIRE HONK W/ FRACTURE GAURD. INSTALL WHOLE HOUSE GENERATOR OUNO ` ffREai MAIN MSCOMIECT " ' SVITCH AS RED D. svlrcM As REVD ixs VERTICAL — r T; - w3 (LOCATE BY BUILDER)14 CU WOMB To rA1Vls "' .. ROUND ROD ELECT. PANEL RISER DIAGRAM N( 2" FOp nO SCALE: NONE TiAS11ERTV + 4 PLACES - PER INS'fFlI.L AI l �l-OOp 1II ON I'��f1 G,AUt� ID s E TYPICAL 1N5r�1.L �L.O(�p rll IrJ 1 RNTIp% PIOM� LPIo PAD FOP A/C & PUMP IUILET F( WATER SOFTENEf A/C 'HU24-2' HANGER FASTENED TO DOOR -HIGH OVERHEAD JAMBS N/ 3/16' DIA, X.2 1/4' TAPCONS. -(4) /'� ) 2' X 4' HEADER ACRCISS DOOR GARAGE DOOR v OPE G &NAILED INTO BUCKET _\ W/ 2-10d NAILS. J-BOLT SPA SING�� '������� FILLER FRAMING MAYBE NAILED _ .. ,i .. TOHEADER TO MATCH REVEALS, - - .... �� } 6 �Q' f •,r 'JAMB - DO BUCK FASTENED TO _ C. rOpCf I IU I sC1,Ft.AS PER SCHEDULE G,N1PY I°8 BEARING WOOD HEADER DETAIL j f0f'& 2187 SQ F1 k�V151011h I�- e II: 30' 8" -r 12' 7" 30' 8" TYPICAL TRUSS END DETAIL 4 1 /16" M VMM 5 SHOP DRAWINGS REVIEWED AND APPROVED -- - - ROBERT Ii SONBERG,A ?HIE T#6280 \ •:(< RFS 5 5� 4 j3a...... ..C,£friss• el \� •`L L`.\;�` ii�ilil S �«<. .::ii ,, �. <ii�\' LUMBER COai 2820 Kirby Cir. NE, Palm Bay, FI. 32905 Phorl ( 321 ) 409-9800 Fax: ( 321 ) 409-9803 $Ignature of this document acknowedges that the client has'revlewedthis trust placement diagram in its entirety and is in a, eementwiththe following items, including but not limited to: A.) The client is responsible to verify the accuracy of information submitted for use in design, fabrication, and scheduling. Any labor, material, or time delay incurred from inadequate or incorrect information: supplied from the client will beat the client's expense. B.) Resign Criteria: The client acknowledges that the truss design criteria noted'. on this truss placement diagram meets or exceeds the design criteria specified by the building designer, engineer of record., and local and state building requirements. C.) fabrication and Delivery: One approved truss placement diagram must be returned to the truss manufacturer before fabrication and delivery will be sscheduled. It Is the client's responsibility to coordinate delivery dates with the truss manufacturer. The client shall provide a marked location for delivery, which must be accessible, level, and clear of material and debris; in lieu of this, trusses will be delivered In the best available location at our driver's discretion. Care and handling of the trusses J a following dilvery is the responsibilty of the client. R.) Installation & Bracing: BC5120DS (Building Component Safety Information) WiCA/TPI p, guidelines shall be followed when handling, installing, and bracing trusses. Temporaryand/or D' a permanent bracing and blocking is not included in the truss package Trusses shall be braced to F prevent rotation and provide lateral stability in accordance with the requirements specified in the Z W construction documents for the building and on the individual truss design drawings. Theoverall Zi stability of the truss system is the responsibility of the building designer. U E.) Field Framing: 1.) Tray ceilings: and other ceiling transitions may require field framing by others. 2.)Ceiling drops and valleys not shown are to be field framed by others 3) Overhangs may be over length• cut to fit in field. Overhangs are 2x4 or 2xG- no blocking' is applied. Corner jacks will be soluble cut and hip jacks will be double beveled. F.) Repairs: Truss related problems are to be reported to the truss manufacturer ASAP, preferably in writing.. DO NOT COTANYTRII$SES before contacting the truss manufacturer with specifics of the problem. Any field modifications made without an engineered repair drawing will 'be the responsibility of the client, No back charges or crone charge,: of any kindwill be weeps ted, unless specifically approved in writing by the truss manufacturer's management. G.) This Truss Placement diagram was not created by an engineer, rather by Tibbetts Lumber Co. LLCstaff, and is purely to be used as an installation. guide and does. not require a seal. Truss deisgn analysis are on the Truss Design Drawings which may be sealed by the Truss Design Engineer. Floor Load, Roof Load, 554 psf', 40 TCLL, 10 TCDL, 0 BCLL, 5 BCDL; Dun: 1.00 37k psf, 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL; Duo: 1.25 Design checked for 10 pat non -concurrent ILL on BC. Design checked for 10 psf non -concurrent LL on BC. Mitek Engineering Exposure C Building Code : FBC 2014 Mean Hgt. : 15' ASCE 7-10 Bldg. Cat, II TPI 1-2007 Importance Factor : 1.0 4 Truss Design : C & C Enclosure Enclosed K F Uplift Calc. : MWFRS Entry : Exposed to Wind V Wind Speed : 160 mph US Lanai : Exposed to Wind Z 0 ROOF CRITERIA FLOOR CRITERIA w W T.C. Pitch 5 / 12 OJ B.C. Pitch ... / 12 Depth ... u T.C. Size 2 x 4 Spacing ... 136 Heel Hgt. 2 x 4 Bearing BLOCK Cantilever Vapor banner between floor S concrete by others. ... Floor trusses held beck 3/4" at exterior walls, Overhang 12" block & fill by others. Blocking for vertical load transfer by others. Odd spew Floor trusses around plumbing as noted Spacing 24" o.c. - - TYP. ROOF HANGER: THD26 TYP. FLR. HANGER: THD46 A THD26 City M. THD46 Qty V) B THD26-2 City N THD48 City 0 C THDH26-2 City 0 THDH48 City U Z D THDH26-3 City P THDH410 City E JUS24 City 1 Q F SKH26 UR R G Install hangers per manufacturers guidelines. All connectors and be downs other than truss to girder truss are to be specified and supplied by others. Approved by: Q. Desired delivery date: a E Approval Date: U Reaction Uplift Reaction Uplift Reaction Uplift 1 xx Xx 7 xx xx 13 xx xx 2 xx xx 8 xx xx 14 xxxx r a 3 xx xx � 9 xx xx 15 xx xx 4 xx xx 10 xx xx 16 xx XX rn 5 xx xx 11 xx xx 17 xx Xx t- LL Zi 6 Xx xx 12 xx xx 18 xx xx a Only points listed above have reaction > 5000 or Uplift > 1000 Values shown on sealed design drawings supersede the above. x x x x w I•- x O z x x X X Client: BLACK STREET ENTERPRISES F z W Project: LEO RESIDENCE tJi .Address: 2311 N. 44th STREET, FT PIERCE w Date, Initials, Description �tpC.ss��%rk Lu C 1' f Date : 2/16/2017 Designer : MR Project # 503897 WELL ,/ SEPTIC TANK SEPTIC TANK -/ s LOT 4 FENCE CORNER POST LOT 2 LOT 1 CENTERLINE OF A 0.6' SOUTH AND 1.1' EASTT OF FINISHED FLOOR 12.00' WIDE PROPERTY CORNER r- FINISHED FLOOR ELEVATION = 110.88 7 gg UTILITY EASEMENT F k I - ! ELEVATION = 110.87 DRAINFIEUD j LOT 3 \ DRAINFIELD I FENCE CORNER POST IS ii 0.7' NORTH AND 0.2' EAST L - - BLOCK 9 L - - - - - -I ' OF PROPERTY CORNER p 6' HIGH CHAIN 4' HIGH CHAIN 70.3 N 0`08'43"-E-(C)-55.00' (P) -- LINK FENCE LINK FENCE N 00.0$ 19 E (M) 55.01 (M) FENCE END POST IS - x F- - -4-HIGH- HAIN- INK- NCE- -I 0 OFPROPERTYAN CORNEAST IS 53_8'gFEET LONG - FENCE END POST IS LO I'_1 i, r .al - 0.7' NORTH AND 1.3' EAST _ A OF PROPERTY CORNER 4' HIGH CHAIN LINK FENCE 0 IS 40.0 FEET LONG t o I- _ PROPOSED 550 SQUARE w FEET DRAINFIELD o I I I � �1 0 --- - oozz SEPTIC TANK I L -^__ o� I I- m DRAINFIELD i D m m a z '"'88.5' N07 TO SCALE i vt = r o o m m p O I I �Z ��.. p On v�oo111TI FENCE END POST IS ^' > m m X� o n o z m m L_ m 1n (n J -° o�zx=O �,Z _ 1 0.1' NORTH OF �r��: �-7 ,�v0<_z z PROPERTY LINE I 4 m I I 00 Do �y L J m4���Aam LOT 13 m� J �. >0< DRAINFIEL �4'p c�0 v�i n� --� t0 e0 <�� L--- J FINISHED FLOOR z x : m m z m ELEVATION = 109.80 s w o Z PROPOSED \ ' s m PB MSEPTIC TANK f 0o I �� K0 LOT 15 FENCE END POST IS x 12.16' 3.3' SOUTH OF I 0/S PROPERTY LINE O ¢D Q � I WELL PIPE v 6' HIGH WOOD FENCE I IS 72.0 FEET LONG 12.18, x O/` WELL PIPE WATER METE\ % FENCE END POST IS / 0.7' SOUTH AND 0.8' WEST-" OF PROPERTY CORNER FENCE END POST IS 0.5' SOUTH AND 0.9' WEST--- -"� OF PROPERTY CORNER SET 5/8- IRON REBAR WITH-------W-* CAP ROLLINS PLS 4945 (TRAVERSE POINT) SITE BENCHMARK TWO ELEVATION = 108.84 PROPOSED 18' WIDE 4 CONCRETE 1 DRIVEWAY 30-8 108.5 FINISHED FLOOR -� 12 0' ELEVATION = 109.59 J.FLR.EL 1 110.34 o � U of -WELL PIPE - - M:, (ABANDONED) MI ,I 4' HIGH CHAIN LINK FENCk: 1218' L IS 138.5 FEET LONG _0/p I 4' HIC.H CHAIN LINK FENCE Ig' 55.1 FEET LONG FENCE CORNER POST IS /0.4' n PROPOSED SOUTH AND 0.7' WEST r COVERED ins'.. OF PROPERTY CORNER CONCRETE ins''. FENCE END POST IS PORCH N' 0.1 • NORTH AND 0.5' WEST Ln n OF PROPERTY CORNER ---WATER METER S 00'08'43" W 55.00' (P) 55.03' (BASIS OF BEARR NORTH 44TH STREET �° (50.00' WIDE RIGHT-OF-WAY) �� SITE PLAN crnl F 1" = 911, /ERED LANAI 0.00 SQ.FT. /ERED PORCH 135.60 SQ.FT. )L N/A SQ.FT ✓EWAY/WALKS 408.00 SQ.FT TOTAL: 1543.60 SQ.FT AREA: 7716.5 SQ.FT. AL IMPERVIOUS AREA:= 0.20 % AL PERVIOUS AREA:= 0.80 % THROOMS MAW S 00'08'43" W (M) 110.00' (P) 110.06' (M) 4' HIGH CHAIN LINK FENCE 7 5/8- IRON REBAR WITH CAP ROLLINS PLS 4945 (TRAVERSE POINT) SITE BENCHMARK ONE ELEVATION = 108.70 TAIL SQ.FT.UNDER ROOF: 1543.6 )EWALKS. N/A IVACY OR WING WALLS: N/A CRIES: 1 LCONY RAILINGS N/A ILDING CLASSIFICATION R3 PE OF CONSTRUCTION: Vb )RIDA BUILDING CODE 5m EDITION 1w318 RE: BASIC WIND SPEED MEAN ROOF HEIGHT IMPORTANCE PRESSURE COEFF. (q) MINIMUM SOIL BEARING CAP 'CEILINGS: GYPSUM BOARD (1) INSULATION: FIBERGLASS (2) 160 MPH ult 124 MPH asd <15 FT. 1.00 30.1 PSF IV - 1 J 10-15 4 INTERNAL PRESSURE- I 0 IND LOAD DURATION 1 BUILDING CATEGORY: n RMITE: VERY HEAVY NTER DESIGN TEMP: 45DEG. 1) CERTAINTEED GYPSUM BOARD 2) INSULATION STREET VIEW SCALE: 1:0.67 Issued COVER SHEET & GENERAL INFO A0.0 COVER SHEET ❑ FOUNDATION PLAN S1.0 FOUNDATION El ROOF FRAMING S2.0 ROOF FRAMING ❑ PLANS A1.0 FLOOR PLAN El ELEVATIONS A2.0 EXTERIOR ELEVATIONS _..__ ❑ DETAILS A5.0 DETAILS A5.1 DETAILS ❑ ❑ SPECIFICATIONS A6.0 SPECIFICATIONS ❑ ELECTRICAL SHEETS E1.0 ELECTRICAL PLAN ❑ 1 OF F 7 a9 ' ROBERT F. SONBERG ..F ��, Mirlande Leo S } 4 �+ e �Eti M6,�q 1 ARCHITECT .� COVER SHEET 113 Bent Tree Drive 3 t201 � Residence NO.6z$oL" C � ��e ��, ��� Palm Beach Gardens, FI. 33418 F,��1 .. : u t 2311 N. 44TH STREET 0., AOOO PH: (561)-691-9277 CELL: (561)460-5635 fSr e 61�,.� FT. PIERCE FL. 34946 F R CAUsers\13WArchiCad 19 Proects\16-411A-192BR-1B 1000SQ FT\Current PlaM16-411A-192BR-1 BA 1000 SQ. FT.. pin < < <