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HomeMy WebLinkAboutBUILDING PLANS ELEVATIONSSQUARE FOOTAGE I" FLOOR LIVING 813 S.F. 014,pj1C' N o1.V 2ND FLOOR LIVING 496 S.F. GARAGE 454 S.F. BALCONY 344 S.F. ENTRY 42 S.F. HANGAR 3170 S.F. TOTAL 5319 S.F. 58`�0 :5-4 " 5�- o zd = v` n 8Co-� t S t FL.00�\'LAJ� y4 , �N mtdg, REVIEWED FORNCOM TY IMG D REVIEWED BY DATE PLANS AND PERMI UST BE KEPT ON SITE OR NO INSPE ION(S) WILL BE D FILE CO DH33 _i 0 @@ '�IH3zi P � � Ltd N DH35 pti 35 M I ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W,ARCHITECTON ICINC. COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MORAN RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION ���.oF FLo� >-s c MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION t to 17)� KEY PLAN SHEET TITLE / SHEET NUMBER 'A NUMBER r- t 8 0 No IPROJECT DATE 9/13118 ' ARCHITECT PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENTMETHOD PRESSURES DESIGN TYPE (WORST CASE) PRESSURES - ROOF ZONE 1-29.04 -60 TRI-BUILT UNDERLAYMENT Ft# N/A MECHANICALLY ATTACHED WITH NAILS AND TIN CAPS SPACED 6" ZONE 2.4&40 MATERIALS GROUP 16048.1 D.C. AT THE 4" LAPS St 6" D.C. IN THREE EQUALLY SPACED ROWS ZONE 3 -72.60 IN THE CENTER OF THE SHEET (SELF -ADHERED) ROOF ZONE 1-2944 N/A TAMKO BUILDING ASPHALT NOA# N/A (6) 3/8" DUL ROOFING NAIL PER SHINGLE ZONE 248.40 PRODUCTS SHINGLES IB355.1 ZONE 3-72.60 GARAGE -31.46 -44 DAB DOOR MODEL 824/811 NOA# IMPACT 5/16 X 1-5/8" LAG SCREWS 3 PER BRACKET ID 12" D.C. DOOR COMPANY 17-1018.12 WITH 1-114" MINIMUM EMBEDMENT PICTURE ZONE4-33.88 •70 PGT INDUSTRIES PW-5520VIWL NOA# IMPACT X"ULTRACONS@15"MAX. O.C., 6" ON CORNERS WITH I-3/8" WINDOW ZONE 5-41.1.4 17-0614.09 MIN. EMBEDMENT AND 1" MIN. EDGE DJSTACE WINDOW ZONE 4-33M -110 PGTINDUSTRIES DH-5560 PVC NOA# IMPACT X" ULTRACONS @ lots MAX. O.C, WnH 1-3/4" MIN. ZONE S -41.14 DOUBLE HUNG 17-0630.10 EMBEDMENT AND 1" MIN. EDGE DISTACE SLIDING ZONE 4 -33.88 -100 PGT INDUSTRIES S570/2770 NOA# IMPACT Ye" ULTRACONS @ 21.6" MAX O.C, fits ON CORNERS 1.3/8" MIN. GLASS ZONE 5-41.14 VINYL 17-0420.06 EMBEDMENT AND 2-1/2" DISTANCE TO EDGE DOOR DOOR ZONE 4-33.88 -67 THERMA TRU OPAQUE Ft# IMPACT W ULTRACONS @ 14.5" MAX D.C., 6" ON CORNERS 1-114" MIN. ZONE 5-41.14 FIBERGLASS 17540.3 EMBEDMENT, 1" MIN. CLEARANCE TO MASORY EDGE AND 4" SINGLE DOOR MIN. CLEARANCE TO ADJACENT ANCHOR DOOR ZONE 4-33.88 -SO THERMA TRU OPAQUE Ft# IMPACT X" ULTRACONS @ 14.50 MAX D.C. fiat ON CORNERS 1-1/4" MIN. ZONE 5.41.24 FIBERGLASS 15037.3 EMBEDMENT, 1" MIN. CLEARANCE TO MASORY EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR WITH 3" & Tat CLUSTERS THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PROOULT5 LISTED FOR 1111115 STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DAZAPMIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS CONNECTOR SCHEDULE TRUSSID BEARING POINTS) TRUSSACrUAL UPUFT(GROUPED, WORST CASE SIMPSON CONNECTOR(5) CONNECTORS) UPLIFT DESIGN FASTENERS A-A7 EACH 164U (2) MTS 16 2000# 28-10dx1-1/2" AA EACH 1644# (1) HETA 20 1810# 9-10dxl-1/Y' ATA EACH ISOZ# (2) MTS 16 200D# 28-10dx1.1/2" B•S2 EACH SW (1) HETA 20 1810# 9-10dxl-3/2" B3 1n BRG HANGERBY TRUSS COMPANY 2111) BRG 760# (11 HETA 20 1830# 9•lOdxl•2/2" GCS EACH 895# (1) NET20 1830# 9.30dx3.1/2" D-02 1n BRG HANGER BY TRUSS COMPANY 210 BRG 741# (1 HETA 20 1810# 9-SOdz3.1/2" FGE 48" D.0 250# (1) HETA 20 1830# 9.10dx1.1 2" FLA-FLB EACH 250# (1) MTS 16 1000# 14.10dx1.1/2" FLGFLD 1n BRG 250111, 1 NITS 16 IG00# 14.1061-1/2" 2xp BRG HANGERBY TRUSS COMPANY FLE In BRG 250111 (1) MTS 16 lODOR 14-I0dx1.1/2" 21,10 BRG 250# (1) HETA 20 181D# 9-10dxl-3/2" FLP EACH 250111 (1) MTS 16 IBM 18-10d4.1/2" GFA In BRG 25011 (1) MTS 16 1000# 18-10dxl-l/2" 2110 BRG 250# 1) HETA 20 1810# 9-10dx1-1/2" GRA EACH 3850# (4) NITS 16 4000# 56.10dxl-1/2" GRB EACH 1824# (2)HETA 20 2500# 18.10dz3.1/2" GRC EACH 1184# 1) HETA 20 1810# 9-1061-1/2" GRD In BRG 1935# (2) HETA 20 2500# 18.30dx3-1/2" 2Np BRG 1766# 1 HETA 20 1810# 9-lOdzl-1/2" 839# (1) HETA 20 1810# 1 9.10dz3.1/2" HANGER BY TRUSS COMPANY _ 1990# (Z) META ZO 25001 18-lOdxl-1/2" 126311 (1) HETA 20 1810# 9.101:11C1.1/2" 743# 1) HETA 20 2810# 9-10dx1.1/2" 591# (1)NITS 16 3000# 14-10dx1-1/2" 157# 1 HETA 20 1810# 9-10dill-1/2" GRF-GRH 19 BRG 21111, BRG GRP EACH P-PS EACH KING JACK In BRG 2Np BRG HIPIACKS In BRG 210 BRG NAILED PER TRUSS COMPANY HANGER BY TRUSS COMPANY VALLEY TRUSSES EACH 1000111 14•I0dx1-1/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP UnFlw1NU3. t.nivwtpc nit I nuaa, Juo o1Dzu,, I fhc uunc was i r nn i n��a ENGINEERING DATED 9 20 20 8. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. ' --�� - Design No. U905 `J Bearing Wall Rating-2 HR. Nonbearing Wall Rating-2 HR ____ s 1 7.3 9' m.N. .G.JoQ: 1F o o :> t O 4 narzonipi Ser.noon 1. Concrete Blocks' -Various designs. Classification D.2 (2 hr). See Concrete Blocks category for list of eligne manufacturers, 2. Monar-Blocks laid in full bad of mortar, n m. 3A in. thick, of not lass than 2 1/4 and not more than 3-1/2 part. of clean sharp send to 1 part Portland cement iproponioned by vat. ume) and not more than 50 percent hydrated lime (by cement votumol. Vertical joints stag pared. 2A. Mortar Mixture' -{Alternate to Monar-Item 2)-not more than 130 Ibs of sand and 6 gal of water to 76 Ibs (one bag) of mortar mixture. Cemtech Laboratories, Inc. 3. Portland Cement Stucco or Gypsum Plaeter-Add 1/2 hr to classification if used. Where combustible members are framed in wall, piaster or stucco must be applied on the fees oppo- site framing to achieve a max. Classification of 1.1/2 hr. 4 Loose Masonry Pi ll-If sit core spaces ere filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Procesal, water repellant vermiculite masonry fill insulation, or silicone treated partite loose fill Insulation add 2 hr 10 classification. 'Bearing the UL Classification Marking / _Certification for Design Load Compliance 1. DESIGN CODE: Florida QGsfIQBNrI1i code 2017 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: -y- Enclosed _ Partially Enclosed _ Open Building 3. Risk Category: ^I _LII _ III _p IV Exposure Category: -SAC ._D Adjustment coefficient it Z 4. Design Wind Velocity Mmph _ASD LRFD End Zone Width tF ft. 5. Mean Roof Height:,k,0 ft. Roof Pitch: 6D .12 Parapet _ft. 1 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. R. @ O 'MRH (worst case) Zone 1:.Z *Zone 2:- AV4Zone 3:-7Z, &Zone 4:-0, done 5:-A I Garage>J I L4 T Design Loads: Floor: PSF Roof/Dead: 17 PSF Roof/Live % PSF Balcony�,SS PSF Doric: PSF DDbck: a /k PSF Stairs: 86 PSF Fence: N/A PSF Railing: PLF ' 8. Were Shear Walls Considered for Structure? )� Yea Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? Yes _Not applicable Explain Why Not: 10. Soil boring Test required -,X- Yes _ No (based upon section 1803.2 exception) STRUCTU L NOT �' 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2, CONCRETE TO SE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2600 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR SETER WITH 30" MIN. LAP, 4, CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.1/2" COLUMNS 1-112" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES, 8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE eat MINIMUM BEARING, SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION, B. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 'NOTE: ALL SIMPSON STRONG•TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL. CODE. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450: ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED LNDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALT. HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(1) CLIMATIC ANIn n¢nn¢w¢wn n¢etnu nbrxnrw GROUND 9NOW LOAD WIND DESIGN 8pwtl11 7opo0rephio m h ♦ltgou" A SEISMIC DESIGN CATEGgRY' SUBJECT TO DAMAGE FROM�- WINTER De PON ICE BARRI@R UNDERILAYMENT FLOOD AIR FREEZING MEAN ANNUAL - Frost Ilne .r Weathering! C4�th° T4rmlte° TEMP° REOUIRED11 HAZARbS• INDEX' TBMW NA See Pl8,1i301.2(4) NA Negligible NA Haav NA NA NA 4t)r.rP ilituAt t LA<`TF-P- 5-le rlrPF: L>C - gornr/L3 CapJLK / �p yC '3 r IZ© _ Eli' E(G@. %.P.TtP,C= Cum uNTELscHEDULE AN FA RER: CAST.CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPUEO GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM LS 2'80" 6113# 4460# SF16/1T-18 L 2 3'-6" 6113# 3547# SF16/ST-18 L3 4'-0" 61139 3079# 8F16/1T•IS L 4 4'4" 6113# 2724# 8F16/1T-16 LS V-4" 5365411 Z 2290# 8F36/1T-1B L6 5110" 4360# 2093# 8F16/IT•18 L7 6'-6" 3480# 1880111 SF16/IT-20 l9 7'-6ts 2661# -Z T * 163# 8F16/11-18 9 33#4 ZZ SF16/11-16 10 lLLl 1S339 14 SF16/1T.16 1121 11''-4" 1366# 98 O 8F16/lT-lB 1254# Al2-0 723 8F16/1T-18 13'•4" 1075# 0L13 SF16/1T-SB L14 14'.W lot 559# SF16/17-19 LIS519# 14'•8" 1370# 8F16/1T•18 L 16 15'-4" 1250# 485# 8F16/1T-18 L 17 lYi" 950# 'Rc 404# O {k SFS6/1T-18 LI8 1 TWA' _ 750# 347# 8F16/IT.18 L19 21'-4" 5See OS 306# S SF16/1T-18 1.20 22'-0" SSG# z9s# - 8F36/1T-1B L 21 24'-0" 4504 267# 1SF16/ST-30 ECESSED lIN MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY. LOAD SAFE UPUFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4'-4" 5206# 263S# 7 8F1411T-1B 111-2 W-6" 5206# 2525# SF14/3T-1B RL-3 S'-8" 4567# j-(m 1960# ?. 8F14/1T-18 RL-4 S'.IW 4242# 19006 8F14/1T-1B NFL-5 6'-B" 3120# 1651# BF14/1T-1B RL•6 7'-6" 24594 1462# 8F14/1T-18 RL-7 9'-8" 1568# 1135111 SFIA/1T.1H NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. �EovfnE II"'i T �S Z46-s-3 CL9hlC a ��K LaaA'L t M iI%e 4G v 1 L, 6L O � LI'\NPipt(v" Cz�St DEPJ C� NIRI� t. ku t� Q .CoLLh�' 1. 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MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 1 10 7 I IZeu/ KEY PLAN SHEET TITLE / SHEET NUMBER 21 PROJECT NUMBER DATE �il�% is✓'/'II3 TIpe1Gi/gID rEremI'T 1. AZ; \„'- 03 1A \ ? ROOF SHEATHING NAILING 20NE INFO. ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" Q.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD, ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" 0.0 PERIMETER & 4" O.C. FII N T : 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226. NOTES: ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 7158 CLASS H OR TAS 107 AND SHALL HAVE FACTORY APPLIED SELFSEAL STRIPS OR BE INTERLOCKING. 1/4.. ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MORAN RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION �Orr FLO�,�b9 GNpEL l R 8g8II STEREO PRG P' ! SEAL, AIA AR96898 REVISIONS NO, DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER OF PROJECT NUMBER DATE 0((1"5I18 TeaSSI9f %? YBKM I t- YM ae Aa? (10kp Irl'N C`iov� 11 T�LF_�D5 w.c�D �At4llJ� A.S " C Ztt�� _ C� ToQ nF RP1L. ro 8� % T>;EAP`y I TI /> 3A" To 3v 1 ABovC t EraDt� �4. Zx1Z- �,tnCK1�- � 194'- O" O • Ge j I Z><IZ bi>rT1.��E� CT eP- of 3) ; I I' I, II � jr4ALL I1J\SH� 11 1' . S�T� 1/7- X c_ rev eye-a.m 5 15T, eg5 1 tP-L(— T�51o�3 Q,<roel;- / Hr.ND'i^pal_ �Y ov-ttJ� 0 o IiiY'_ j re — o _ Pit Zxca F3tlCK w� 3114 X 2'/z p TAPcn>JS @ IZ'o�C, hrncdoC>=�D _ o -i ?,T,ZX(o `/7-)(6VZ. _ 1?ED 1-FEa,P5 W/ Z°IjK O 0' !` y.L!>S F16�5 (1' p 0 DOOR AND WINDOW BUCK FASTENIN 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-114" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH''/," X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-114" INTO BUCK, BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. C&ULK1T-3 yT`14 ' o MA'�70\,ral art I tiAlp� 1,^4 G Co1�c�E ST: SG $�'Fo�.iw nrs NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. 1.3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN.'A" CROWN ENGAGED NOT LESS THAN 13) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS'/V MIN. DRYWALL AND FURRING ATTACHMENT P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH 1 Yz" CASE HARD NAILS @ 8" O.C. %z" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 518" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. qOT1r 4W11• •.Tc II�� is—zammom WALL HEIGHT STUD SPACING I I 1 2 a 2 1 s 10 OF HEADER SnwS SUI'PORTW M DE 10'-T OR LESS Ir O.C. 2 2 3 3 3 31C-0' OE RAL tflwTH sluD AT FACN ETA aF 7wmm 0R MOREIF O.C. 4 2 3 3 { {1 .. .... ROOF TRUSSES 00119E TOP PIATE =RE STUDS OW REQ'0 FOR WADER SAW (XIIED /JID NYID Nf/1NRSY 0 8- OP- SrAGCERED BOTH MISS) STEM E40H STUD AS Kam WITH MAW LSTA 16 OR HIS /6 WITH 14-1DD WAS — HEMER STUDS RRL LENGM STUDS NOTE: SARSON 16' RAT SRW MAY REPIACE MIS 16 OR EOU& AT HEADER OWY STEW ECK STUD AS RUM WITH — WSON SP4 OR SP6 WITH 6-10d % 1 1/Y WAS P.T. BOTTOM PUTS POINT BEARING HEADER CONNECTION DETAIL N.T.S. t G (N -r S o P E. V L V--\/A.. T (0 f4 TEA-,. ARCHITECT Architectoni 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.CO STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MORAI RESI DEN1 ST, LUCIE COUNTY, FLO CLIENT CONSULTANTS REGISTRATION OF FLO OP L Fql tomho rFRED PSG Mi L, Ali AR96898 REVISIONS NO.1 DATE I REVISIT ILI KEY PLAN SHEET TITLE / SHEET NUMBER PROJECT NUMBER I cb p DATE 9 lT 3 (t8 #o// b $ TL 4rs/ 6r S' FFZ-M Ir i ARCHITECT nun� v 4Z-o I ,I 4, aCo' 8 Fo urn ® �3 Pc-�Q -I a`t -p" 0 'd- N I Architectonic InI 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T. 772 460 7751 F: 772 460 4244 W W W.ARC HITECTON IGINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MORAN RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION .. PLpR� EAI '. � • r 8B9 �� 14%A Z .► MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE ! SHEET NUMBER Ca IF IPROJECTNUMBER DATE 1 I f 5 f ,. ARCHITECT _L. 5cr_)Ar v fit- Ir"rm 7 OoL. w/ -w V? 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