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HomeMy WebLinkAboutBUILDING SITE PLANS■i i SITE NOTES 1. VERIFY LOCATION OF UTILITIES WITH SUBDIVISION BEFORE PROCEE[.G WITH WORK. 2.COMPLETE SECURITY SYSTEM TO BE WIRED TO GUARD HOUSE. 3,MAIL BOX TO BE PROVIDED PER ARB GUIDELINES 4. DRAINAGE TO BE INDICATED ON LANDSCAPE PLAN. 5. CONNECTION INSPECTION OF UTILITIES REQUIRED PRIOR TO BACKFIL 5. CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILNG ON LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCIACHED 7. CONTRACTOR SHALL PROVIDE SOIL BORING TEST & DEMUCK AND REPACK SOIL AS REQ'D B. CONTRACTOR TO PROVIDE (1) 4" & (1) 6" PVC SLEEVE UNDER DRI WAY LOT AREA CALCULATION LOT AREA 27,584 SQ, FT. COVERAGE ALLOWED (40 PERCENT) 11,033 SQ. FT. LOT COVERAGE TOTAL STRUCTURE COVERAGE 4286 SQ. FT. DRIVEWAY 1770 SQ. FT. POOL AND DECK 2010 SQ, FT. EQUIPMENT 227 SQ. FT. TOTAL LOT COVERAGE 8,293 SQ. FT CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES DOCUMENT QUALIFICATION , 0 <<9 This drawing was prepared based on information provided by the owner and or the contractor in the form of a boundary survey prepared by VELCON GROUP, INC. dated 2-9-99 project no. 99-026 sheet 1 of 1. Use without verification will be at the user's sole risk. The user shall indemnify the architect "Village Architects AIA" from all claims and losses resulting from such use. The delivery of this drawing to the user should not be construed to provide an express warranty or a guarantee to anyone that certain conditions exist or that the use of this drawing implies the review and approval by the architect of any shop drawing based on this information. Use of this drawing in no way relieves any other party from meeting requirements imposed by contract or other means. j / I / / / I / / ' GAS APPLIANCES: GAS B B DUE GRILLE GAS COOKTOP / \ Q0 �' (2) GAS FIREPLACES GAS POOL HEATER / U ' 1000 GALLON / \ ' / UNDERGROUND / 2� r0 /' L.P. GAS TANK / / 01 y / / ' DRIVEWA.Y ' ' MOTOR COURT PAVER DRIVEWAY VERIFY SIZE, SHAPE, LOCATION AND MATERAILS / >' W/ LANDSCAPE ARCHITECT / / /GARA ��� �� !/ _ v. SPECIAL LOT FRONT ! " � i / SETBACK 15-0" PER / ,./ PGG� /' ARCH REVIEW BOARD /!' 6-27-07 TRY .( i 00 4.1 yam` � FOYE / �' �' / POOL EQUIP >241T VERIFY,.( CATION W/ © �` /rRCHITECT ! - 0 EQUIPMENT TO �; / r` 5-0" HIGH A.F.G ' CONCRETE BLOCK / EQUIPMENT WALL i 29-07 B & Z � ^� I 4f) / / o CO / 2o,_O„ / 0,.._� O SL LUCIE COUNTY BUILOINO DIVISION REVIE REVIEWED BY P C DATE PL NSA PER MUST BE KEPT ON J B OR No I� SPECTION WILL BE Men, SCREENED BY LANDSCAPING ; , / SQUARE FOOTAGE CALCULATIONS AIR CONDITIONED AREA N ^;�! F nI� ^H POOL 0OL — � y� T / , 1ST FLOOR A/C AREA 3490 SQ. FT. ((``��)) L / i; ii i ENTRY 82 SQ. FT. / r.,, LOGGIA 'T0 BE SUBMITTED,--B ( DAN / 0 —� 150 SQ. FT. � �r;;, � _�, �, GARAGE 817 SQ. FT. S U G G�\ FN1�JLOOR!LEVATON // KITCHEN 333 SQ. FT. TOTAL ^MSTRUCTURE COVERAGE 4872 SQ. FT. -- f .G.V:D.17 i EQUIPMENT AREAS 175 SQ. FT. !/ A POOL i - �� i l f l / DRIVEWAY 1770 SQ. FT. POOL, SPA AND POOL P��' // i/ f / l i l / POOL DECK 2701 SQ. FT. BY SEPARATE PER �'0 RIFY ii �'l J �' / TOTAL COVERAGE 9518 SQ, FT. !/ SIZE, SHAPE, oLB VA 10N MATE`AIL �"'A LANDSCAPE /�\ / / / LOT AREA 27,584 SQ. FT. ARCCH ; ALLOWABLE COVERAGE (27,584 x .40) = 11,033.6 SQ. FT. / SUMMER KITCHEN �, f/ / CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES / SOUTH TERRACE �� � / ----------------------------'-------'------------------------------------------------ --------.. ---—----.------_.-.-----J 1 1SITE � PLAN 0 • I --------------------- -- / SCALE: 1/ 8"-1'-0" 225.04' N 21000'35"W ' ------+---------------------------------------------------------� JUL 0 5 2007 7PR PRESERVE JUL 0 5 2007 Ir VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other project& except by agreement with The architect in writing. Consultant Revisions 4/30/07 5/15/07 PERMIT 6-29-07 B 6s Z — Sheet Title: SITE PLAN Scale: 1/8,-r-w Comm.: Date : 04.009 02-20.04 Drawn : Checked: MEM MEM Sheet No. spi SITE NOTES 1, VERIFY LOCATION OF UTILITIES WITH SUBDIVISION BEFORE PROCEEDING WITH WORK. 2.COMPLETE SECURITY SYSTEM TO BE WIRED TO GUARD HOUSE. 3.MAIL BOX TO BE PROVIDED PER ARB GUIDELINES 4. DRAINAGE TO BE INDICATED ON LANDSCAPE PLAN. 5. CONNECTION INSPECTION OF UTILITIES REQUIRED PRIOR TO BACKFILL. 6.CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED 7. CONTRACTOR SHALL PROVIDE SOIL BORING TEST & DEMUCK AND REPACK SOIL AS REQ'D & CONTRACTOR TO PROVIDE (1) 4" & (1) 6" PVC SLEEVE UNDER DRIVE WAY LOT AREA CALCULATION LOT AREA 27,584 SQ. FT. COVERAGE ALLOWED (40 PERCENT) 11,033 SQ. FT, LOT COVERAGE TOTAL STRUCTURE COVERAGE 4286 SO. FT. DRIVEWAY 1770 SO. FT, POOL AND DECK 2010 SQ, FT. EQUIPMENT 227 SQ. FT. TOTAL LOT COVERAGE 8,293 SQ, FT. CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES DOCUMENT QUALIFICATION % This drawing was prepared based on information provided by the owner and or the contractor in the form of a boundary survey prepared by VELCON GROUP, INC. dated 2-9-99 project no. 99-026 sheet 1 of 1. Use without verification will be at the user's sole risk. The user shall indemnify ` ` the architect "Village Architects AIA° from all claims and losses resulting from such use. '- The delivery of this drawing to the user should not be construed to provide an express - / warranty or a guarantee to anyone that certain conditions exist or that the use of this - drawing implies the review and approval by the architect of any shop drawing based on this information. Use of this drawing in no way relieves any other party from meeting requirements - imposed by contract or other means. / r e i u' 6-29-07 B & z \ GAS APPLIANCES: / GAS B B QUE GRILLE GAS COOKTOP / (2) GAS FIREPLACES e GAS POOL HEATER / 1000 GALLON � � / ,/ /� 6-29-07 B & Z UNDERGROUND e /' / / / L.P. GAS TANK / r 0 100, / / DRIVEWAY-/ / / / 6-29-07 B & Z - P / 10 / / / POOL EQUIPM211TT VERIFY LOCATION W/ LAND APE / SPECIAL LOT FRONT SETBACK 15— 0" PER ARCH REVIEW BOARD 6-27-07 // / �J MOTOR COURT PAVER DRIVEWAY VERIFY SIZE, SHAPE, LOCATION AND MATERAILS W/ LANDSCAPE ARCHITECT i 1A GARAGE 7 c , 5'-0- HIGH A.F.G CONCRETE BLOCK 1 / EOUIPMENT WALL U -07 B & Z e °o GO FILE. Copy THESE PLANS D S B ECT TO ANY ALL PROPOSED RE WORK REQUIRED By FIELD CORRECTIONS MAY BE NECFIE INSPECTORS THAT L COMPLY WITH ALL APP I N ORDER TO �/4PCHITECT OO ;;�\,, / - ,, /� o.. ORDER To O EQUIPMENT TO , ,/�� SCREENED BY � 1 c / / LANDSCAPING ,? / SQUARE FOOTAGE CALCULATIONS AIR CONDITIONED AREA Ali �� /i / c� / 1ST FLOOR A/C AREA 3490 SQ. FT, V O,I�> F I V A L O O L L `7/V� I / �F �O , Jed ENTRY 82 SQ. FT. N � q TT �// /� � I I >> l l 11 � l ' 0 BE U B IVI D /� D !� V 0 —� // / �rb LOGGIA 817 SQ. FT. GARAGE 817 SQ. FT. 0 FIN1 r SUMMER KITCHEN 333 SO. FT. �i ///� // FINi�OR/ LEV / r TOTAL STRUCTURE COVERAGE 4872 SO. FT. SU GG _ T EQUIPMENT AREAS 175 SQ. FT. POOL / 1l / i / r DRIVEWAY 1770 SO. FT. POOL, SPA AND POOL DECK POOL DECK 2701 SO, FT. / ' / BY SEPARATE PERMIT VERIFY i/ ii J l TOTAL COVERAGE 9518 SQ. FT. SIZE,: SHAPE, LOCATION & MATERAILS W/ LANDSCAPE c / LOT AREA 27,584 SQ, FT. ARCHITECT. o/, / �/ j ALLOWABLE COVERAGE (27,584 x .40) = 11,033.6 SQ, FT. z_ r SUMMER KITCHEN CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES 2 / / / e SOUTH TERRACE / r ------------------------------------- ---- --------- ; SLAN I EP o l o r SCALE: 1/8 "-1'-0" 225.04' N 21 000'35"W ' --------------------------------------------- -- - -- 75 PRESERVE / FO' r� J 1,5, VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 W U w � Q Qa � W W U P4 O O H = U �t W Seal : Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 4/30/07 5/15/07 PERMIT 6-29-07 B & Z Sheet Title: SITE PLAN Scale: 1/g-1,-l' Comm.: Date: 04-009 02-211-14 Drawn : Checked: MEM MEM Sheet No. spi e 00 I 1� 7'-4" 36" HIGH ALUMIP GUARDRAIL W/ BELLYRAIL PICKE TO CODE, TO BE SELECTED _ HB 0 i 7'-4" 1'-C A8 N D r FEP BALCOO 18'-0" X 6'-uI ' 6" Ln 00 o Ln N Ap O GG i I ro I I in � 10 A9 i I 4'-11 1/2" 2'-6" 5-11 1/2" 13'-10" F \ R & S \ M \ K HIS W.I.C. 8„ kL Zn OKK -t TOILET 9'-0" CLG. HT. O R & S 8" CONCRETE BLOCK WALL W/ 4' N N gp L5 49 INFILL FRAME ' S \ MIRRORr,4� v,I N 1 � A CE S PANEL 1' 0", 4 -0' n 9'-6 1 /2" 5'-8" �. 3 SIMILAR BATH 51/2$' 1'-0I I Ar-MASTER (T MP) kIRLPOOL 10'-0" CEILING 5 1 T.48I /2" ; , I CANTILEVERED 41 N DRE10'-0SSING 46 CLG.S 6„E /Cr�RIYaLUMINUM N \ N r SLOPE GUARDRAIL W/ I BELLYRAIL PICKETS M HER W..Ct. TO CODE, TO BE 51 0 122"x36" AI10'-0" C G.'HT. 00 SELECTED H KNE iACCESS--I �� 0 1 38" HI H ENGAGED CONCRETE BLOCK SPA A E MIRROR ; I MM ; PILASTERS W/ PRECAST CAP 6'-4 1/I o 7'-12 1/ 5 1/2" t- I MIR(QOR N I 8" SH 3SE T 1 LANDING AT ---� ------- ARCH HDR. ------- I 4'-0' FIN. 2d FL - ORE - � EV. 12'-9 3/8" iv ^HDR. N LINEN TOWER o --NGVD OW 110'22'-11 140" 1/2" \ 5 SH 5 1/2" 81 14'-0' N .d. OC--------- - N Q1 ' \ N it o O \ I \ � I N1 a i BRIQ4 INVERTED HIP/CLG 'Ln 44 ill 10'-0 C G.I H \ I AA A-T. I—._.) ._.— MASTER BEDROOM �� i ; O'-4 3/16" (TEMP) ( /-� B LCO 10'-0" CEILING HT. 1<136" HIGH UAR AIL �~ \ 1 :W/ PICKET 10 ODE \ ITO BE SEL CfE / r SLOPE LINE OF CONCRETE \ BLOCK WALL / \ v o 0 m N HDR. Ln �I LANDI IG AT o o ARCH HYRT ¢I 15/16 — - o ) 3 -9" 9„ 5'-0qr 7„ '-11 3/47 It 3B" HIGH CONCRETE BLOCK PILASTERS `t W/ PRECAST CAP 10 7'-4" 12'-3 1/2" 10'-o" ARCH HD 0 52 CEILING HT. ----- - M o 5'- I 8'-2„ N STUDY M AH #3 LCO 10'-0" CEILING HT. 0'-0" CLG. lj T. CANTILEVERED 57 i o BALCONY �I 5 1 2" 6" P 13'-6 1/2" 1�10 1 2'_8„ 5'_0, 11'_pf NOTE: 1/2" LINEN 3 1/2" 1 42 36" HIGH ALUMINUM SEE PANELING DETAIL ON 5 SH GUARDRAIL W/ SHEET A6 BELLYRAIL PICKETS 45 `UI TO CODE, TO BE M N 2'-8" SELECTED 53 4" STUD WALL SIDE 8" BLOC L '77SH I 6 54 2- T -9 1 /4„ 5 4' 3UR �4 -11! 3/4" 6„ o ATH #4 sTPRAcE GG _" O- 5 I KILL iJ DD 7T, � FUT RE DOW \ � ELEVATOR RRO SEAT I PAINT DRYWALL BEHIND WINDOW I "� 13 FLAT BLACK OR INSTALL LOUVERED A9 SHUTTER 2'-6" 17'-8" 5'-11 1/2" 13' INFILL FRAME6- 9-07 B&Z AT STORAGE 52-3 ROOM FLOOR 10 XA9j SIMILAR -"10 i i I I rU- #1 IN TIC I 5'-7 1 PROVIDE 30" WIDE ° I I INSULATED 20 MIN RATED L — J ACCESS PANEL INTO ATTIC °` AHU ENCLOSURE W/ WEATHERSTRIPPING AT ROOM IN ATTIC PANEL PERIMETER 6-29-07 B & Z L---------------------- N 1-1/2"x8" PRECAST THRESHOLD SET IN THINSET DOOR THRESHOLD STONE PITCH FLOOR 1 4" THRESHOLD DETAIL SCALE: 1-1/2"=V-O" 38" HIGH CONCRETE BLOCK PILASTERS W/ PRECAST CAP 36" HIGH ALUMINUM GUARDRAIL W/ BELLYRAIL PICKETS TO CODE, TO BE SELECTED B A6 12 A9 C A6 24'-2 3/4„ I 4'-4 1/4" 5,-0" 51-811. 5'-d„ I NN i ° YO BAR I BA REL CEILING i CEDING i TYPI OF 2 IAV I _ r 4" CU MIRROR f - TH #2 ()OFFICE ` VO UM EILIN 61 VOLUME CEILING Ir /2 ----- ------ ---N------------ r NNN \ 1 DOWN� I 1CL AT C3. o 59 B A IN P RTITIQN / 60 N\N III ----- ----- - ------ --� r W.I. 9'-0" FIN_ 2y� FLOCf2 ` 8 63 r VO E CLG. i ---NGVD r 6'-8 3/4" 1 in 12'-6 314" 3 1/2" 3 1 2" N AHU R & S I I I I I- i 24'=2 3/4" I 4'-4 1 /4" 6" N I �t PRECAST TRIM THESE P AND SUBEC �®ALL PROPOSED REQUIRED BY FIELD ANY CORRECTIONSWORK C®MAYy E NECESSARY INSPECTORS THATo T WITH ALL APPLICABLE COD S. e Loo VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www,Village-Architects.com AA26001195 Seal: Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects ALA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant Revisions: 4/30/07 5/15/07 PERMFr 6-29-07 B & Z Sheet Title: SECOND FLOOR PLAN Scale: 1/411 = 11-011 Comm.: Date: 04-009 02-20-04 Drawn : Checked MEM WM Sheet No A2 9„ 5'-0qr 7„ '-11 3/47 It 3B" HIGH CONCRETE BLOCK PILASTERS `t W/ PRECAST CAP 10 7'-4" 12'-3 1/2" 10'-o" ARCH HD 0 52 CEILING HT. ----- - M o 5'- I 8'-2„ N STUDY M AH #3 LCO 10'-0" CEILING HT. 0'-0" CLG. lj T. CANTILEVERED 57 i o BALCONY �I 5 1 2" 6" P 13'-6 1/2" 1�10 1 2'_8„ 5'_0, 11'_pf NOTE: 1/2" LINEN 3 1/2" 1 42 36" HIGH ALUMINUM SEE PANELING DETAIL ON 5 SH GUARDRAIL W/ SHEET A6 BELLYRAIL PICKETS 45 `UI TO CODE, TO BE M N 2'-8" SELECTED 53 4" STUD WALL SIDE 8" BLOC L '77SH I 6 54 2- T -9 1 /4„ 5 4' 3UR �4 -11! 3/4" 6„ o ATH #4 sTPRAcE GG _" O- 5 I KILL iJ DD 7T, � FUT RE DOW \ � ELEVATOR RRO SEAT I PAINT DRYWALL BEHIND WINDOW I "� 13 FLAT BLACK OR INSTALL LOUVERED A9 SHUTTER 2'-6" 17'-8" 5'-11 1/2" 13' INFILL FRAME6- 9-07 B&Z AT STORAGE 52-3 ROOM FLOOR 10 XA9j SIMILAR -"10 i i I I rU- #1 IN TIC I 5'-7 1 PROVIDE 30" WIDE ° I I INSULATED 20 MIN RATED L — J ACCESS PANEL INTO ATTIC °` AHU ENCLOSURE W/ WEATHERSTRIPPING AT ROOM IN ATTIC PANEL PERIMETER 6-29-07 B & Z L---------------------- N 1-1/2"x8" PRECAST THRESHOLD SET IN THINSET DOOR THRESHOLD STONE PITCH FLOOR 1 4" THRESHOLD DETAIL SCALE: 1-1/2"=V-O" 38" HIGH CONCRETE BLOCK PILASTERS W/ PRECAST CAP 36" HIGH ALUMINUM GUARDRAIL W/ BELLYRAIL PICKETS TO CODE, TO BE SELECTED B A6 12 A9 C A6 24'-2 3/4„ I 4'-4 1/4" 5,-0" 51-811. 5'-d„ I NN i ° YO BAR I BA REL CEILING i CEDING i TYPI OF 2 IAV I _ r 4" CU MIRROR f - TH #2 ()OFFICE ` VO UM EILIN 61 VOLUME CEILING Ir /2 ----- ------ ---N------------ r NNN \ 1 DOWN� I 1CL AT C3. o 59 B A IN P RTITIQN / 60 N\N III ----- ----- - ------ --� r W.I. 9'-0" FIN_ 2y� FLOCf2 ` 8 63 r VO E CLG. i ---NGVD r 6'-8 3/4" 1 in 12'-6 314" 3 1/2" 3 1 2" N AHU R & S I I I I I- i 24'=2 3/4" I 4'-4 1 /4" 6" N I �t PRECAST TRIM THESE P AND SUBEC �®ALL PROPOSED REQUIRED BY FIELD ANY CORRECTIONSWORK C®MAYy E NECESSARY INSPECTORS THATo T WITH ALL APPLICABLE COD S. e Loo VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www,Village-Architects.com AA26001195 Seal: Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects ALA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant Revisions: 4/30/07 5/15/07 PERMFr 6-29-07 B & Z Sheet Title: SECOND FLOOR PLAN Scale: 1/411 = 11-011 Comm.: Date: 04-009 02-20-04 Drawn : Checked MEM WM Sheet No A2 I M �n 00 I I in 0 I 00 I w 3' 2" EQUIPMENT TO BE SCREENED B LANDSCAPI zs'-1 1/2" -6" 00 tSEAT 1'-0" h 2 SIMILAR A7 — GUEST SUITE "STEP 12'-0" CEILING HT. 77 M \ 12 V I<z 6"STEP OUTSIDE ALL DOORS LEADING TO \ EXTERIOR. VERIFY SIZE, SHAPE \ MATERIALS AND LOCATION W 0 / C1 LANDSCAPE ARCHITECT \ I ,,1'-9" 5'-0" S-6 3/4'1'-11 3 1'-0° 18 5 2" 5 io -0' 3'-10" 8„ 2' 8" 2'-1" N O O BEARING PARTITION I 1'-0" \ A CITED BM ARCHED HD00 . \ — — — �------ ENGAGED N N m I \ "STEP XRA 12'-0" CLG. HT. I R a�ssU,L APPROVEPVENT— COLUMN 6"STEP I FREE MANUF. 1 LoSTEEL e'-o" HDR, N FIREPLACE II I I I =I O COLUMN-- D HEART OUTLINE OF 5 I LOFT ABOVE\_ _ — — — •� IL g 6" DRYWALL NICHE ABOVEI II �I i \ I \ 11 MANTLE W/ ARCH D HEAIDI 1 ¢I // N ENTRY I \ o — — — — — -- J F- —---------- L ----� 1z'-o" cLcl Hk. I \ �1 _p" — r 23'- 1„ 1 — — 1'-0 14'-10„ r —4 _O" 8'I D I I 6 I mg-r1, GGIING LIVI�G ROOM n 12" �Id. ACID WASHED I =1 FOYER -a•- — • •I —� al A6 \ I I PRECA�T COLUMN W/ I of CLG. HL ( I BELOWLLANIDI G I, 1 I I I N \ 6" P In 12'-Or PEILING T. PRECIA$T CAP AND I wl 00 I 3'- 2" \ 1/ " 3 LD-5 \ ` N \ AHU 20 ^ \ \ -3" 8 I Og 3 1 /2' W.I.C. \ 12'-0" CLG. HT. � OUTLINE 0 17 CANT, BALCONY \ ABOVE . GALL 12'-0" CLg. T. 3 \ 6 i A7 14 \ o \ NOTE: PROVIDE PAVED LANDING 18'- X 6'- I I I BASEI �I 0'-0"FIN. F OR ELEV. STEP I °c \ I I 6"STEP Q ILo al _-_N� p I i -------------� U-- ----- r------7 ,-- — ----- �-------, --I L-------- �------� i � �— — - � � SLR II — 'o II I I j m j 91 11 I �I STAIR N _ COLUMN TEE ICI " ILL I v I PRRECAST THRESHOLD IL11P. `o I I IIyI 1 I of STOR. AT EXTERIOR DOORS l a l ENGAGED I =I " e' 0" HDR. N H. co o COLUMN v UP 3 IS R A .3 A 1 L-------�L-- —=----LL ----- a TD" R AD / 1" NO IN — I v -- — `j ARC ED BM. N ------ ARCHED HDR, ARCHED HDR. OUTLINE 0 — — — — — — 4"x4% 1/4" STEEL O CANT, BAL'ONY COLUMN W/ 12° DIA. 2x4 EDGE BAND AT CEILI ABOVE 9 ACID WASHED W/ 1x4 V-VOINT INFILL \ TAPERED PRECAST PANELS COLUMN W/ PRECAST DINING I I co CAP AND BASE I CALLER -0" CEILING HT. �I 12'-0" CLG. HT, I 15 AW 00 10 k 1'-7° 5'-8 /4" 1'-0" 5'-8 1/2" 5"STEP \ ro I I \N • o 8_- O>_' HDR. — O I -0° HDR 00 0 m I N 1'-0° 18,-1 1/2 " 1'-I N INFILL FRAME 13 \ AT STORAGE STEEL �� ROOM FLOOR �TEEL COLUM u7 COLUMN v cD � — 11'-2 1 /4° BREAKFA% O10'-0" CEILING HT N L I o _ SLIMMER KITCHEN SCR ENED 10' 0" CEILING HT. 7 6"STEP I I „ CABINETS ON 4" CONC. CURB 0 8 1'-0" I I 3'-11 1/2" 4'-3" 3'-1 1/2" 8" 8.' N I I o I \N Co2� TI I of I �I INSIDD WALL E CONC I 6"STEP ¢I BLOCK I 5' -0" 7 B&Z 1 _p" A CHED HDR. r r7 M C 0 A6 in 3' 4" 3'-4" 7'-6" C cc HB 2 N ARCHED BEVELED OPENING W/ ACID WASHED PRECAST TRIM -2 1 /4" FILE tQPy GENERAL NOTES: 1. PROVIDE PAVED LANDING OUTSIDE ALL DOORS LEADING TO THE EXTERIOR 2. USE CAST IRON IN ALL PLUMBING LINES ABOVE GROUND FLOOR SLAB OR GRADE 3. PRECAST COLUMN DIAMETERS SPECIFIED ARE BASED ON THE DIMENSION AT THE NECK 4. A/C CONDENSATE DRAIN LINES PASSING THRU NON AIR CONDITIONED AREAS MUST BE INSULATED 5. ANY A/C DUCTS PASSING THRU THE WALL IN THE GARAGE MUST BE 26 GA. SHEET STEEL OR APPROVED EQUAL 6" MIN BEYOND PENETRATION 6. TREATED LUMBER CUT IN FIELD MUST BE RETREATED (I'M NOT MAKING THIS UP ... IT'S IN THE CODE) 7.. CONTRACTOR SHALL VERIFY EQUIPMENT, EQUIPMENT SIZE AND CLEARANCES REQUIRED PRIOR TO CONSTRUCTING EQUIPMENT WALL ENCLOSURES 8. PROVIDE 4" BATT SOUND INSULATION IN ALL PARTITION WALLS 9. ALL VERTICAL PLUMBING DROPS TO BE CAST IRON 1HR FIRE RATED PARTITION WALL: ONE LAYER 5/8" SHEETROCK BRAND FIRECODE CORE(5/8" TYPE"X") GYPSUM PANEL (GARAGE SIDE) ON 2x4 WOOD STUDS AT 16" o.c. W/JOINTS FINISHED AND OPTIONAL VENEER. (ILL DES U314) 1HR FIRE RATED CEILING ASSEMBLY: ONE LAYER 5/8" FIRECODE GORE(5/8" TYPE"X") GYPSUM PANEL ATTACHED TO 1/2" RESILIENT FURRING CHANNEL. SCREW FASTENED PERP. TO LOWER CHORD OF WOOD ROOF TRUSSES, SPACED 24"o.c. W/OPTIONAL 3 1/2" BATT INSULATION (UL P533) \ SQUARE FOOTAGE CALCULATIONS \ AIR CONDITIONED AREA \ 1ST FLOOR 2897 SQ. FT. \ 2ND FLOOR/BONUS ROOM (1564,395) 1959 SO. FT. SUB TOTAL A/C AREA 4856 SQ. FT. \ GARAGE (FOR DEHUMIDIFICATION) 824 SQ. FT. THESE PLANS AND ALL PROPOSED WORK \ TOTAL A/C AREA 5,680 SQ. FT. AND SUBJECT TO ANY CORRECTIONS \ N AIR CONDITIONED AREA REQUIRED BY FIELD INSPECTORS THAT E TRY 82 SQ. FT. MAY BE NECESSARY IN ORDER TO LOGNIA COMPLY WITH ALL APPLICABLE CODES. 150 SQ. FT. SUMM KIT CHEN 333 SQ. FT. BALCONIES 269 SQ. FT. TOTAL NON /\ AREA 834 SQ. FT, TOTAL AREA \ 6514 SO. FT. 17_ A9 CONTRACTORS TO VE'f\IFY ALL SQUARE FOOTAGES B a6 11'-4" AI 1 4 OWDER MUD RA�I. 1ZO 1 0" CLG. HT. • 31 VAULT CLG. 33 6 STEP I I I I I 12, 27 5. 0„ 5 1/2„ 28 10'-5u 2" Fn­2'- /2" T-0 1/2° 2' 1 1 5 1/2„1 23'y 10 3/4I" I 8 0 /I IT ` CO TRAC*@R-SHALL H" VIDE Al D iv IRROR N UP 5 1/2 36 \ I L I SIGN ON ANY ONE D00 LEADING O� �1 GIRDER OV v. _ CASED QPNG. I I I TO THE EXTERIOR IN 1/211 I r O " R & S'— " I I I LE TERING READING: I 5 OUTL NE OF 2nd FLOOR ° I� 1 I o HALL to I UP 14 RISE NN 1 HR RATED WALL W/ R-11 I I DANGERI. -4 00 FAMILY OOM 10'-D" CEILING T. 183-2 /2" BUILT-INS BY OTHERS mac, HB— — PLUMB FOR FUTUREI K 10 SINK AND REF. 16'-7 1/4" 4'-4 1/2" qr 36"ISOKERN MASONRY FIREPLACE W/ U.L. APPROVED INSULATED AAGTAI CI I � `° I ORAGE � TORE " EVATOR 12 DEEP 5 PI AT SLAB 4'-11 3/4" OO N O O 4" CONCRETE SLAB W/ O / # / #4 A/C 5 HB ELECTRIC NOTE: VERIFY VENTING� 6'-11° 8'=0" 8'-5 1/4" 12'-1" 12" CONO. THK'D SLAB METER ` / 0 31'-8" REQUIREMENTS FOR A/C I _ EQUIPMENT PRIOR TO A7 CONT in NOTE: CO T H LL Y EQUIP 5'-0" HIGH CONCRE E NSTRUCTION. CONFIRM W/ 98'-1° EQUIPMENTSIZE NO C ARANCES REQUI D PRIOR BLOCK EQUIPMENT ALL ® VELOPMENT ARB 5-0" HIGH A.F.G. CONC. BLOCK EQUIP. WALL N U UI WALL L U HR�1� PLAN LID 411 BA& VEGRA HORIRZLADDER4TYOPE J01) — 4^-p —4--- 2� — — �' b SCALE: 1 4°-11-0° REINF. EVERY OTHER COURSE ON 24"WIDE x 0 Q (] 0 I] / 12"DEEP CONC. MONOLITHIC FTG, W/ 3#5 BARS CONT, = 0'-0" CEILING HT. Ix 1 7.714" EAC I MIN INSULATION B/T A C I I DOaS NOT OPERATE ENGINES WITS iro I 1-001 I'm I TREADS W I SPACE AND GARAGE I I DR CLOSED. CARBON-iMONOJIDE N it C. 0. C. 0. 29 N — — J L�EMSSION IS LETHAL — — — 1 o I \ C.O. M L-------- STEEL T----� - N t71 I i I m COLUMN REF — _ _ N 5 SH 1 d. WINE— DESK 30 PANTRY 3'-8 "1 2 3 -4 I I f I I 37 0 IGOLF CART I 8'-4" CLG. HT. LANDING AT N I /II� I I CLG. HT. 5'-1 23/32" I I GARAGE I I O I¢ 1 KITCHEN 5 1/2' I I--120 GALLON WATER HT . W/ A/C FOR DEHUMIDIFICATION RECIRC. PUMP ON GAL . 10 0'-0" CEILING HT MTL. PAN W 8'-4" CL HT. DB . OVEN F BEARING PARTITION /DRAIN T I � 1 I VEG. SINK N I 3P -- EXTERIOR H a ---7 LI Ed ---------J iDW I I' I AUNDRY OUTLINE OF GUEST ROOM10 =L____ �Wi 8'-4" CLG, HT.(VERIFY) SLOPE 2" ABOVE V-0" I 311f L I ATTIC IN12,-8 1/2" i� 5 1/2" LIGHT, SWITCH ND 34'-0 3/4" RECEPT IN ATTIC 8 F DBL. SINK I RCN A WA ° W/ DISPOSAL I I I ACCES22",136S ATTIC --- ---- --- — —N MIN J ACCESS O COOKTOP / XHAUST 1 3 1�'2-4 3 PROVIDE 60 SQ. IN MIN 629-07B&Z HOOD I 4"STE PER CAR OF GREENED FUJUTSU A/C UNIT N DRIP W/ FLOOR L — DRYER L.T. DRAIN NOTE: A/C UNIT FOR ELECTRIC PANELS00 --------T — ----� L VENTING AT LOOR HUMIDITY CONTROL 4J m 00 o AHU#4 -� V t� NT THR WALL 4"S EP A C 1' A C VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 w U W� Qa Q � w WCW.7w O F--a O O O U r� F Ui 0 Seal: Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions 4/30/07 5/15/07 PERMIT 6-29-07 B & Z Sheet Title: FIRST FLOOR PLAN Scale: 1/4"=1'-0" Comm.: Date 04-009 02-20-04 Drawn: Checked MEM MFM Sheet No. 0 i I URE TURE " EVATOR 12 DEEP 5 PI AT SLAB 4'-11 3/4" 3'-2" EQUIPMENT TO BE SCREENED f3 LANDSCAPI 2'-6" co •v - MIR r7 12'-0" CLG. H . Q 6'-4" g" 1 1 V-4" -1 1/2" 3'-2" SEAT11 20 � VAHU OC" -3I� EC SIf S v SH 12'-0" CLHIT. � 17 -5 1/2„> 3-6 N \ B U) \ OUTLINE Of CANT. BALCONY a 1'-0" ABOVE \ 2 SIMILAR — ' \ 7 7 GUEST SUITE GALL R 3 "STEP 12'-0" CEILING HT. 6 2'-0" CLG. T. 8A7 17/77 i \ � \ \ M — M I -- 7 NOTE: PROVIDE PAVED LANDING i-I i 5"STEP - OUTSIDE ALL DOORS LEADING TO 12 EXTERIOR. VERIFY SIZE, SHAPE \ MATERIALS AND LOCATION W/ e0 1 LANDSCAPE ARCHITECT \ 1 5'- 0" 3'-6 3 4'1"-11 3 / 1'-p" - � 18 5 2' 5'ift-0" � g" 13 -10' 2'-8" 2'-1" lk N O 1'-0" BEARING PARTITION 14 00 OD ARCHED BM_ ARCHED HD . \ — ------7T—YC m l "STEP -- N77 \ COGUMND 11 1 12'-0" CLG. HT. II R& -- \ U,L APPROVED (VENT- _ Ln I I I I �I STEEL 8'-0" HDR. 6"STEP I N FREE MANUF.1 OUTLINE OF O I COLUMN -- - = I FIREPLACE SED HEART I SI I LOFT ABOVE_----•`t v A8 I I 11 I— I I RYWALLNICH L ABOVt I 115)IZf I I N MANTLE W/ ARCHED HEAIDI ¢Iin / ENTRY I -� ----- -------J 1-------------J L -� — �- 34 J L I t2'-0' CLG I HT. ----- �1'-0' ----7 1--------- 23'-1"" -1 1-- 1 _1 8 I all D I m GGI CEILING = LIMING ROOM 12" IFt. ACID WASHED I oI V FOYER GR 1 I =I I �' I I I ° 12'- I I PREC 5T COLUMN W/ i CLG. HT. BARREL CEILI I G I 6" P D N 12'-Or CEILING HT. bo PRECb$T CAP AND I �I ; oD oo I BELOW LAND] G "STE 1 I I 00 N N o i Q i18'= X 6'- 10 O I BASE I �1 0'-0"FIN. FOR ELEV. I I I 6"STEP � ----- I----a--J 1----- ----J L------� - I SLOPE I 11 -o ----- r-------� r------------ 1-------� II I o L 1 C\j m I II I 1 1 II 1 1 11 01 STAIR co MN_ m _ inI I I I PRECAST THRESHOLD 1TYP. I I II =I I I I of 1 I STOR. 8' 0" HDR. N 1 fif a 1 AT EXTERIOR DOORS 6 COLUMNENGAGE�I UP 13 IS R A .3 A - H. Oo Fltk COPY GENERAL NOTES: 1. PROVIDE PAVED LANDING OUTSIDE ALL DOORS LEADING TO THE EXTERIOR 2. USE CAST IRON IN ALL PLUMBING LINES ABOVE GROUND FLOOR SLAB OR GRADE 3. PRECAST COLUMN DIAMETERS SPECIFIED ARE BASED ON THE DIMENSION AT THE NECK 4. A/C CONDENSATE DRAIN LINES PASSING THRU NON AIR CONDITIONED AREAS MUST BE INSULATED 5. ANY A/C DUCTS PASSING THRU THE WALL IN THE GARAGE MUST BE 26 GA. SHEET STEEL OR APPROVED EQUAL 6" MIN BEYOND PENETRATION 6. TREATED LUMBER CUT IN FIELD MUST BE RETREATED (I'M NOT MAKING THIS UP ... IT'S IN THE CODE) 7. CONTRACTOR SHALL VERIFY EQUIPMENT, EQUIPMENT SIZE AND CLEARANCES REQUIRED PRIOR TO CONSTRUCTING EQUIPMENT WALL ENCLOSURES 8. PROVIDE 4" BATT SOUND INSULATION IN ALL PARTITION WALLS 9. ALL VERTICAL PLUMBING DROPS TO BE CAST IRON 1HR FIRE RATED PARTITION WALL: ONE LAYER 5/8" SHEETROCK BRAND FIRECODE CORE(5/8" TYPE"X") GYPSUM PANEL (GARAGE SIDE) ON 2x4 WOOD STUDS AT 16" o.c. W/JOINTS FINISHED AND OPTIONAL VENEER, (UL DES U314) 1HR FIRE RATED CEILING ASSEMBLY: ONE LAYER 5/8" FIRECODE CORE(5/8" TYPE"X") GYPSUM PANEL ATTACHED TO 1/2" RESILIENT FURRING CHANNEL. SCREW FASTENED PERP. TO LOWER CHORD OF WOOD ROOF TRUSSES, SPACED 24"o.c. W/OPTIONAL 3 1/2" BATT INSULATION (UL P533) A CHED HDR. OWDER -o MUD RA�I. ° I27 10 0" CLG. HT. 31 VAULT CLG. 33 6 STEP I o I� �2�5, 0„ 5 1/2" 28 10'-5 1 2" 2' /2"T-0 1/2" 2' 1 1 " 511 1/2"1 23" 10 3/41" 1 I B" ih Ill5 1/2 - L - - - CO TRAC�eR-S+AtE-FRWIDE Al D N cal IRROR iv UP 36 I - I SIGN ON ANY ONE DOOR'LEADING O\ 1 00: I I I GIRDER OV ' - I I I TO THE EXTERIOR IN 1/21" 1 M iO 1,-0° 1,001 _ — ASED OPNG. 7 7 R& S- "? I I I LE TERING READING: I O 1'-2 1/4" 0 o to I o HALL 10 I UP 14 RISE NN 1 HR RATED WALL W/ R-11 i 1 DANGER! BREAKFAST OUTL NE OF 2nd FLOOR I= 1 1x 1 1x I 7.714" EAC I MIN INSULATION B/T A/C I I DIN OPERATE ENGINItS W14 o O 10'-0" CEILING HT. ABOVE t I rao l a 10'-0" CEILING HT. Fco I TREADS W I SPACE AND GARAGE I I DgDR CLOSED. CARBON-IMONOJIDE - N C.O. CO 29 N C.O. L-------- EMMMIIISSION IS LETHAL. I o \ --� L----------- I N I I STEEL �----� - STo I I I 4 \ COLUMN I REF N 5 SH 14- N L W - - D - - � 3'-8 1 2" T' T T , °° I GOLF CART 1 6'STEP o - WINE DESK 30 PA Y 3'-4„ I I I'O I I S7 "N I I I —1 N 10'-0" LANDING AT N A 8'-4" CLG. HT, j� \ 'I in I I - CLG. HT. I V-1 23/32" I I GAR . GE I ( `—i �N I I SUMMER KITCHEN Id I KITCHEN 5 1/2' M 1 1----120 GALLON WATER HT . W/ A/C FOR DEHUMIDIFICATIONAr 1 1 \ o SCR ENED I I 10'-0" CEILING HT. RECIRC. PUMP ON GALI I 10' 0" CEILING HT. C/ 00 I VEG. SINK v DB .OVEN r 32 - - - T - - - EXTERIOR W DRAIN T 8'-4" CT . HT. L o 1 1 BEARING PARTITION- / I \ I I FAMILY ROOM � pyy \ 'EFI OUTLINE OF IUEST ROOMIN I I 6„STEP ,p'_p" CEILING T. I� �. of I I UlVDRY CABINETS ON 4' FE a SLOPE 2"ABOVEI" CONC. CURB L--- `t 1 AHU 181N 4' CLG. HT.(VEf�IFY) I LIGHT, SWITCH ND OO 1'-0" 1 18 3'-11 1/2" 4'-3" 3'-1 1/2" 8" 8" 18'-2 /2" 1'-0"I 3I1/ L I ATTIC 12'-8 1/2° 5 1/2' 34'-0 3/4" RECEPT IN ATTIC 8,. DBL. SINK I I IRON A WA 1 22"x136" ATTIC = 1 1 10 W/ DISPOSAL I I }„l-----------------�---- _ _ _ J I ACCItSS ARCHED BEVELED OPENING \ \ W/ ACID WASHED PRECAST TRIM SQUARE FOOTAGE CALCULATIONS AIR CONDITIONED AREA 1. ST FLOOR 2897 SQ. FT. I I i I QI 10" R AD / 1" NO IN I \ 2ND FLOOR/BONUS ROOM (1564,395) 1959 SQ. FT, 1 ---LL-------- ---__L -- J N SUB TOTAL A/C AREA 4856 SQ. FT. N q!tir ARCHED HDR. ARCHED HDR. _ GARAGE (FOR DEHUMIDIFICATION) —_ 824 SQ. FT. -------- ------ ---- it OUTLINE 0CANT. BAL oNYTHESEPLANS AND ALL PROPOSED WORK �TOTAL A/C AREA 5,680 SQ. FT. 4"x4"x 1/4" STEEL E CORRECTIONS COLUMN W 12" DIA. ABOVE SUBJECT TO ANY/ ILI A9 AND ��ACID WASHED L\RE61U►RED BY FIELD INSPECTORS THATEN AIR CONDITIONED AREA TAPERED PRECAST tfv COLUMN W/ PRECAST DINING I I .I MAY BE NECESSARY I ORDER TO LOG& A RY 82 SO. FT. CAP AND BASE GALLER COMPLY WITH ALL APPLICABLE C®DES. 133 SQ. FT. SUMM� KITCHEN 333 SQ. FT. 08 12'-0" CEILING HT.1 �112'-0" CLG. HT. ')5BALCONE,� 269 SQ. FT. -lr�`+J ' 0)I �I I TOTAL NON /C AREA 834 SQ, FT. o g1011 1 N N 01 Ic I TOTAL AREA 6514 SQ. FT. tV�j 6" EP UI 4° STUD WALL I \ n 2 QJ�JQ �Q� I ¢I INSIDE 8 CONC 1 6'STEP o C A9 CONTRACTORS TO VE IFY ALL SQUARE FOOTAGES ��� P��i _ BLOCK I A6 B 1'-0" I 1 U A6 \����a� G 1'-7" 5'-8 /4" V-0" 5'-8 1/2" 6' 1'-0' 8'J.-1 1/2" 1. 5'-p" 3 4" 3'-4" 7'-6" 12'-2 1/4" 11'-4" Ill6'-8" 10'-2" N INFILL FRAME 13 1'-p" G A I \ AT STORAGE -2 7 &Z STEEL 38 \ ROOM FLOOR - TEEL '0 HB 2 I O A6 O COLUMN N y. COLUMN 1 _ - - _ 6"STE ----_ WET 17 N 8_-O)_' HDR. - - 8'-0" HDR WG 1 O 00O BAR I I N I C I O \ Iol RE _ VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 Seal: L r /1 X Mitchell E. Miller �/3V,H.:ZMtndg1 lorida Licence No. AR91772 of s AIA, Inc. Copyright © 2006 Village Architects AiA All rights reserved. These drawings are the Property of the architect and am not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 4/30/07 \ 5/15/07 PERMIT r 6-29-07 B & Z \ Sheet Title: FIRST FLOOR PLAN Scale: l/4^-r-D^ Comm.: Date 04-009 D2-20-04 BUILT-INS BY 0 HERS COOKTOP / XHAUST 1 3 1 2 2 -4 3 PROVIDE 60 SQ. IN MIN FUJUTSU A/C UNIT I 16-29-07 B&Z N Drawn: Checked — — — — — — — I HOOD I 4"STE�11 PER CAR OF CREENED I_ - _j MEM MhM � \ 1 I o DRIP W/ FLOOR VENTING AT FLOOR NOTE: A/C UNIT FOR ELECTRIC PANELS •I !' - O -O ----� L_ DRYER WAS _ _ _ _ _ _ _ _ _ _ _ _ L. T. DRAIN HUMIDITY CONTROL 00 co V ap o G AHU#4 Sheet No. o a HB PLUMB FOR FUTURE O O O VENT THR WALL O O 4"S EP A/C#1' A/C#4 A C 5 O HB ELECTRIC NOTE: VERIFY VENTING SINK AND REF, 4" CONCRETE SLAB W/ O METER 'TN \ 16'-7 1/4" 14'-4 1/2" 6'-11" 8'=0" 8'-5 1/4" 12'-1" 12" CONC. THK'D SLAB - 31'-8" REQUIREMENTS FOR A/C I V 0 E��STRUCTION. IPMENT PRIOR TO �- 36"ISOKERN MASONRY FIREPLACE A7 CONT 10 NOTE: CO T H LL Y EQUIP 5'-0" HIGH CONCRETE CONFIRM W/ V-0" W/ U.L. APPROVED INSULATED 98'-1" EQUIPMEN SIZE ND C ARANCES REQUI D PRIOR 1 BLOCK EQUIPMENT ALLVELOPMENT ARB —4 METAL FLUE 5'-0" HOB A.F.G. CON-. BLOCK EQUIP. WALL UI�" — — W14#-1 AR-I/ERR�-IN-6RO144•-FILLS G€k�S-A� — — — '� — — — — — — — — -� — — — — — — — — — — 24" ox. AND 9" GA HORIZ. LADDER TYPE JOINT �4 -V 2 SCALE: 1/4"-11-0° REINF. EVERY OTHER COURSE ON 24"WIDE x ° JUL 0 5 2007 12"DEEP CONC. MONOLITHIC FIG. W/ 3#5 BARS I CON T. ■ ro I ih 1 7'_4" 4'-11 1/2" � 2'-6" ,, 17'-8" I y 5'-11 1/2" L 13'-10" y 5'-5" 0 R & S rj N 1.1 2" 3 1/2' 11'-il„ 0 TOILET HIS W.I.C. KK ; " 9'-0" CLG. HT. o 9'-0" CLG .......... .. _.. N a R & S (TE 36" HIGH ALUMINUM GUARDRAIL W/ BELLYRAIL PICKE FS TO CODE, TO BE SELECTED t0 I I 00 .I HB 8 -HDR. O 7'-4„ V-0" 5 � HH I 43 I I CN I I A6 o BALCO � � I 18'-0" X 6'-4" I 0 6" TEP 00 o LO N (N I to 8" CONCRETE BLOCK WALL W/ N INFILL FRAME LSNS i,00 49 \ MI ROR 47 L_' I N U, A CE m IRLPOOL T B S PANEL 9'-6 1/2" 4'-0" J 5'-8" ' L. : 3 A7 CANTILEVERED �QQNXLUMINUM GUARDRAIL W/ \ BELLYRAIL PICKETS TO CODE, TO BE m SELECTED • 7 7" MASTER 10'-0" CEILING N 51 BATH T. 48 1/2 n 5 1/2" \ DRESSING 46 10'-0" CLG. n HER W -------' �110'-0" CLG.-HT, 1 -0 r I .Cfi. i i 41 ,6„S SLOPE 122 x36 A �I I I 0CURB 38" HIGH ENGAGED CONCRETE BLOCK >-4 4" 1 NSPAE KNE IRROR (ACCESS I MM I PILASTERS W/ PRECAST CAP -------; I I o T-2 1/ 5 1/2" N 9 MIRII -t SH 3 /2 i N o LANDING AT i SEAT r- - ARCH HDR. 14'-0" FIN ?mod FL --- NGVD ¢ ORE o EV. DOWN( 12'-9 3/g" _ w o - INN LINEN TOWER o� I 10' 1 22'-11 1/2° \ 5 SH 5 1/2" �"I 14'-0" 4' 0" -5" - ao V 02 C\j N - 0 I o I •1 BRI 10'-0 C E \ INVE r=. H \ TED HIP/CLG / I 0' AA LINE OF CONCRETE BLOCK WALL HDR. - - o I to 44 I o 1 I MASTER BEDROOM I=I I 10'-0" CEILING HT. i<136" HIGH I W/ PICKET TO BE SEL I � iQVI YtT' _ 10'-4 3/16" (TEM ) )DE / i SLOPE o \ N�I N IC_ 00 LANDI GAT U-) QI 4 7-10 15/1E ARCH HDR. F O I m 10'-0" ARCH HD 8" 0 52 CEILING HT. ---- - 00 BB 1' g" 5'-0" FF M o 5,— N 7„ -11 3/ \ \ E 38" HIGH CONCRE E 0' A9 BLOCK PILASTERS STUDY A" "3 L °° W/ PRECAST CAP io d v CANTILEVERED 0'-0" CLG, ENT. I o 10'-0" CEILING HT. 00 57 1 I BALCONY \ 1'-0" 11 5 1�2" I 6 P o 7'_q" 4'-11 1/ ' 13'-6 1/2" 0 1 -10 1/9 2'-8" 5'-0' !N 1/2" LINEN 3 1/2° 1 42 36" HIGH ALUMINUM EE NOTE: 5 SH GUARDRAIL W/ SEE PANELING DETAIL ON n BELLYRAIL PICKETS SHEET A6 "� 45 00 d TO CODE, TO BE Q 1 2'-8" 1 SELECTED 53 4" STUD WALL Ln SIDE 8" BLOC SH 0 6" 54 5 4UR 2' I 6" o I '-9 1/4" 3 -11. 3/4' - " " ATH #4 STPM N � KILL - DD IN 5 T. I v FU RE DOW ELEVATOR u� 7IRROCL-1 SEAT i PAINT D YWALL BE IND WINDOW 13 FLAT BLACK OR INSTALL LOUVERED _ qg SHUTTER - 12'-3 1/2" 2'-6" 17'-8" 5'-11 1/2" 13'-10" i INFILL FRAME6- 9-07 B&Z AT STORAGE 3 ROOM FLOOR 6 10 ----- A9 SIMILAR I 1 1 I rU- IN ATTIC 5'-7 1 I I rW/ E 30" WIDE ED 20 MIN RATED---4 i L - J PANEL INTO ATTIC a� AHU ENCLOSURE THERSTRIPPING AT ROOM IN ATTIC PERIMETER L--------- 6_29-07 --- m 38" HIGH CONCRETE BLOCK PILASTERS W/ PRECAST CAP 36" HIGH ALUMINUM GUARDRAIL 1-1/2"x8" PRECAST THRESHOLD SET IN THINSET DOOR II THRESHOLD �{ STONE PITCH FLOOR i 4 PRECAST TRIM THRESHOLD DETAIL SCALE: 1-1 /2"=V-O" FILE COPY W/ BELLYRAIL PICKETS TO CODE, TO BE SELECTED B A6 12 A9 C A6 24'-2 3/4" I i 4'-4 1/4" 5'-0" 5, 8.,. 5, d.. 4'-4 1/4„ 2'-6" i (GRES A6 I NN 0 0 I I -01 6„ N BAR I BAIREL 1.1 CEILING CEILING I v i TYPI OF 2 I � I I `�i 62 -_ M RROR�4"CU TH #2 ® X1\ OFFICEVO UM EILIN VOLUME CEILING I , 61 I SEAT NAr\ � 11i DOWN \ >------- -BE EAP DGE AT CLfS �iFo i AIRTITION�'60 I ih 59 � \NN Ii / W.I.--. --- I 9'-0" FIN_ 2� FLOOR ; . 8 i VO E CLG. i ---NGVD i 63� • _ 6'-8 3/4" I � N 12'-6 3 j4" •1 1'-8' 6„ i 3 1/2„ 3 1 2" N AHU - —I R & S 1 i 2,1'-2 3/4 --- 4'-0" THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.ViRage-Architects.com AA26001195 W U ^W� Q ~ a � W w Uw Q z� ® O ® V In U _ W E--� rrP4r U r� v �✓ O c1 Seal: 7 a , Mill E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects ALA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 4/30/07 5/15/07 PERMIT 6-29-07 B & Z Sheet Title: SECOND FLOOR PLAN Scale: 1/411 = 11-011 Comm.: Date 04009 02-20.04 Drawn: Checked: MEM MEM Sheet No. JUL 0 5 2007 i POINT OF CHAIN PENETRATION MUST HAV FOAM SPRAY INSULATION ROPE HOOKS NAILED TO TOP CHORD OF TRUSS W/ # 6 NAILS 24'-0" PLATE HT. 10'-0" B.H. 9'-3" SOFFIT. 23'-0" B.H. 22'-3" SOFFIT. 24'-0" PLATE HT. CANTILEVERED CONCRETE BALCONY BELOW 24'-0" B.H. 23'-3" SOFFIT. 24'-0" B.H, 23'-3" SOFFIT. CANTILEVERED CONCRETE BALCONY BELOW R-20 MIN ICYENE INSULATION AND 1/2" DRYWALL TAPED TO ATTIC - TRUSS MEMBERS ,ENGINEERED WOOD ATTIC TRUSS VERIFY LOCATION OF INSULATED ACCESS PANEL TO ENCLOSED SPACE TURNBUCKLES (TO LEVEL) AND "S" HOOKS ON ALL FOUR CORNERS, LARGE UNITS MAY REQUIRE SIX POINTS SUSPENSION 2/0 CHAIN HOOKED OVER ROPE HOOKS CHAIN AIR HANDLER EMERGENCY PAN STRAPPED TO UNIT 3/4" PLYWOOD ON 2 X 6 BOTTOM CHORD AIR SUPPLY GRILL. SOUND INSULATION (OPTIONAL) ATTIC A.H.U. ENCLOSURE DETAIL SCALE 11Z - T-0' FILE THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 14'-0" PLATE HT 13'-3" SOFFIT. VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 Seal C L Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect andare not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 4/30/07 5/15/07 PERMIT 6/29/07 B&Z Sheet Title: ROOF PLAN Scale: Comm.: Date: 04-009 02-20-04 Drawn: Checked: MEM MEM Sheet No, 8 -4 BH 10'-0" B.H. 10'-0" B.H. 13'-3 SOFFIT. 9'-3" SOFFIT, 9'-3" SOFFIT. JUL 0 5 2007 "CSR RINKER T81" CONCRETE BLOCK W/ 1 #5 BAR CONT. FILLED W/ CONC. + 5'-0" A.F.G. 8" CONC FLOAT SAI FINISH 0 I in z r 4" SMOOTH STUCCO SILL ~RAISED 1" EQUIPMENT CK W/_ 8" CONC. BLOCK WALL W/ HORIZ, STUCCO REINF. ( DURO WALL OR EQUAL ) I AT 16" o.c. AND FILLED CELLS AT 24" ox. c C'—O" FIN FIN GRAD 24'-0" — B.H. 123'- —(� E SMOOTH STUCCO BASE RAISED 1 1/2" W/ 1" BEVELED EDGE 14'-0 DOWELS TO MATCH SIZE AND SPACING SECOND FLOOR OF VERTICAL WALL REINF. OVERLAP STL BY 48 BAR DIAM. 12'—O'er B.H. 10'-0� 1 4" CONC SLAB W/ 6x6 10/10 B.H. 0 W.W,F. ON WELL COMPACTED TERMITE TREATED FILL. DOUBLE W.W.F. 30" MIN. AT PERIMETER 24%14" DEEP CONC. MONOLITHIC FTC. W/ 3 # 5 BARS CONT. BOTTOM 15 EQUIPMENT WALL A4 SCALE 3/4" = 1'-0" 2 3/4" 1 1 /4' BAND KEYSTONE r7 34,. 1/2" °° /11, 1 3/4" STUCCO PROFILE KEYSTONE AND STUCCO BAND DETAIL 3/4„ L„ FIN. FLR. 0'—O" FIN. FLR. F. F. 6/29/07 B & Z —0" �.F.G. CON( _OCK EQUIPMENT 1ttJAK L Lt V A l ll- IN PROFILE OF GUEST BEDROOM ROOM BEYOND SCALE: 1/4 +24' 0" B.H. 23'-0" r B.H. SIMPLEIKEYSTO r� CHIMNEYS SHALL EXTEND AT LEAST 3 FEET v ABOVE THE HIGHEST POINT WHERE THEY' PASS THRU THE ROOF AND 2 FEET HIGHER a THAN ANY ROOF, WITHIN 10 FEET COPPER ROOF AT DORMERS 0 rBR, D CKET FIXED 0 � 4" SMOOTH STUCC BAND RSD /4" W SIMPLE KEY RSD 1 /2" FRONT ELEVATION SCALE: 1/411-11-011 PRECAST TAPERED COLUMN W/ PRECAST CAP AND BASE THESE PLANS AND ALL PJECT ROPOSED WOR REANY CORRECTIONS D SU D BY FIIEELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 36" HIGH ONCRETE BLOCK PILASTERS W/ SMOOTH STUCCO FI . W/ PRECAST CAP 2" BEVELE EDGE AT PILASTERS 10" SMOOTH ETUCCO BAND RAISED — SIMULATED ST NE VENEER- SCOF ED 5rUCCO II L___ 36" ALUMINUM GUARDRAIL W/ BELLYRAIL PICKETS TO CO TO BE SELECTE 4" STONE COLD FORMED METAL CHIMNEY SURROUND 10" AND 8" SMOOTH STUCCO BANDS RAISED 3/4" AND 1 1/2" EXTRUDED SM. STUCCO BANDING. SEE ENLARGED DETAIL FOR PROFILE FLOAT SAND STUCCO FINISH DECORA METAL ROOF owl MINI _�� ■ ■ _IN HILL Copy 36" ALUMINUM GUARDRAIL W/ BELLYRAIL PICKETS TO CC TO BE SELECTE SMOOTH STUCCOBASE RAISED 1 1/2" 1" BEVELED EDGE 0" SMOOTH STUCCO FRIEZE RSD. 1" W/ 3x6 WOOD BRACKETS AT 24" ox. W/ DECORATIVE END CUT TO BE DETAILED —0" BH_ +24 23'—O" BH. COPPER DRIP OVER 4" WOOD CROWN OVER 1x10 FINISH WOOD FASCIA ON 2x8 SUB FASCIA —7" SMOOTH STUCCO FRIEZE RSD. 1" AT 23'-0" PLATE HT. _ 14 —0" r SECOND FLOOR 12'-0_ B.H. 101 — . +B'H_' B.H. 5" SMOOTH STUCCO BANDS 3 1/2" AND 2 1/2" SMOOTH STUCCO SILL BANDS RAISED 3/4" AND 1 1/2" MECHANICAL EQUIPMENT TO BE SCREENED BY LANDSCAPING _ FLOAT SAND STUCCO FINISH F. F. VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-ArcWtects.com AA26001195 W U z W� a a O w C7 w � �R�D Z 0 0[�] U V V �4 � L Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Z=tects AIA, Inc. Copynght © 2006 Village Architects AIA All rights reserved. These drawings me the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 5/15/07 PERMIT 6/29/07 B &c Z Sheet Title: FRONT & REAR ELEVATIONS Scale: Comm.: Date: 04-009 02-20-04 Drawn: Checked: MEM MEM Sheet No. JUL 0 5 2007 FIN. FLR. j 0 -0" 7 FIN. FLR. 24-0" BH_ — 10=0" BH_ — 9'fF BH. —F. F. F.F. 36" ALUMINUM GUARDRAIL W/ BELLYRAIL PICKETS TO CODE, TO BE SELECTED — EGRE6 ms PRECAST BRACKETS TO BE DETAILED RIGHT ELEVATION SCALE: COPPER ROOF AT DORMERS 1/411-11-011 24'-0" 0- B.H. LEFT ELEVATION SCALE: 1/411-11-011 24'-0" B.H. 36" ALUMINUM GUARDRAIL W/ BELLYRAIL PICKETS TO CODE, TO BE SELECTED 14'-0" SECOND FLOOR �1 z -0„ — B.H. 10,-0" — T B.H. I MECHANICAL EQUIPMENT TO BE SCREENED BY - 0 _ F.F. CONT. COPPER FLASHING RE��\VRR6E NEPg��WORK A\pOS�N EP 1S WO REGA TESECt10 pWO D04 RNSpSO Pj"AVCESPy V9cooESPpP\.\C M�y VI\tH Pll L— — MANUF. COPPER CHIMNEY SURROUND W/ ATTACHMENT TO (2) 2x TOP PLATE BY SURROUND MFGR. CHIMNEY SURROUND TO EXTEND ABOVE SPARK ARRESTOR SPARK ARRESTOR BEYOND \ 2" GAP / CHIMNEY DETAIL MECHANICAL EQUIPMENT TO BE SCREENED BY LANDSCAPING - 3/4" = 1'-0" FILE COPY VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 W 7U w0 4 0000 F-� = U W U � a Seal ' / r Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc, Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions : 5/15/07 PERMIT Sheet Title: 9'-0' FIN. FLR. RIGHT &LEFT ELEVATIONS 0'-0.1 FIN. FLR. Scale: 1/4"=1'-0" Comm.: Date : 04-009 02-20-04 Drawn: Checked: MEM MEM Sheet No. A5 :MAY b 2007 MAY N 1 tour 9.-0„ FIN. FLR. — T FIN. FLR. FIN. FLR. 01-011 FIN. FLR. MAIN a I 00 SECTION SECTION SCALE 1 /4" = 1'-0" SCALE 1/4" = 1'-0" OUTLINE OF BONUS ROOM IN FOREGROUND NOTE: L GIRDER TRU WILL AVE -12 PITCH '- BOTT6�f CHORD�� r--- --I 3 AHU BEYOND 12 L —J ----J _+LANDING AT 5'-1 23%32 LAUNDRY STAIR U 041 :6 T ES STUI RF PROFILE OF ROOF BEYOND SIMPSON LTS12 STRAP AT EA CONNECTION EXTEND TOP 2x6 CHORD OF .SHED ROOF BACK 4'-0" PROVIDE BLOCKING AS REQD. 10 —0" BH SHED ROOF OVER DOOR 2x6 P.T. LEDGER W/ CLIPS AT SHED ROOF FRAMING RETURN WOOD BRACKETS UP 14 RISERS AT 7,714" EACH 9.5" TREADS W/ 1" NOSING. REFER TO STAIR NOTES SHEET A9 UAJL t3tLUVV GARAGE DOOR TRIM DETAIL SCALE: 1 1 /2"=l'—O" 36" ALUMINUM GUARDRAIL W/ BELLYRAIL PICKETS TO CODE, TO BE SELECTED ARCHED BEVELED PRECAST TRIM STUCCO BAND AT FRONT DOOR. REFER TO A/A4 0'-0" FIN. FLR. PARTIAL ELEVATION PCM 510 WAINSCOT CAP 11 SCALE: 1/411-11-011 �J 8 CONC. BLOCK 2" X 6" P.T. BUCK GARAGE DOOR 1" X 2" P.T. STUCC 1 r-OPY 1" X 4" WD. TRIM ■ems STUCCO W/ FINISH AND PAINT TO MATCH PRECAST BAND PRECAST CONC. BAND ALL PROPOSED WOR PLANS pN® Ny CORRECTIONt GREBE SUBJECT TO A INSPECTORS THA REA141QUIRED BY FIELD Y IN OR t CODES• MAY BE 14IVI A �Aa pLICAB COMPLY W 1x4 POPLAR PCM 506A / PANEL MOLD —. 1/2" BIRCH, PLYWOOD PCM 506A PANEL MOLD\ - S x6 FjOP AR 1��SHO—E I{MOLD OWAIDDAII /DAAICI IAIC ME-TAII AT CTIinV LV LIGHTING STRIP PCM 403 CROWN------. 1x6 POPLAR --- 3/4"=1'-0" `� PCM 519A PNL MOLD — 1x6 POPLAR VALENCE DETAIL SCALE: 1 1 /2"=l'—O" R-20 ICEYNE INSULATION AT BOTTOM OF ROOF DECK VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequest. , FL 33469 Phone;561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 W U W� Q Qa � 0 w WC7w 0 0 0D l�--i U U 1� v V � � F--�I Seal Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 36" ALUMINUM GUARDRAIL W/ 5/15/07 PERMIT BELLYRAIL PICKETS TO CODE, TO BE SELECTED III Sheet Title: FRONT & REAR ELEVATIONS Scale: 1/4"=T-0" Comm.: Date 04-009 02.20.04 Drawn : Checked: MEM MEM Sheet No. C A6 SECTION SCALE 1 /4" = 1'-0" SECTION SCALE 1 /4" = l'—O" M MAY 2 1 DECRA METAL ROOF ON ICEDAM WATERSHIELD OVER 30 LBS FELT TIN TAGGED TO 5/8" EXT. GRADE PLYWOOD SHEATHING (ADD 8" STRIPS OF ICEDAM AT ALL PLYWOOD JOINTS) ON PRE- ENGINEERED ;EYENE INSULATION AT OF ROOF DECK. INSULATION TO BEAM TED R TO OR SIZE AND CLAD "FRENCH" W.I.C. DOOR INISHED FLOORING ( INSTALL PER FLOORING CO. CANTILIEVERED BALCONY SPECS ) 1/2" FIN. PLYWOOD ON 3/4" T & G PLYWOOD NAILED AND GLUED TO 22" DEEP FLOOR 36" HIGH ALUM. GUARDRAIL Q TRUSSES ( VERIFY DEPTH ) AT 24" o.c. USE 8d W/ BELLYRAIL PICKETS TO RINGSHANK aT 4" o.c. AT PANEL EDGES AND 6" CODE TO BE SELECTED o.c. IN FIELD. PROVIDE BLDG. FELT BETWEEN LAYERS OF PLYWOOD STONE ON MUDSET ON SEE PRECAST THRESHOLD DETAIL WATERPROOFED CONCRETE SLA ON SHEET A13 ( USE SONNEBORN FLEXTIGHT WATERPROOFING MEMBRANE ) REFER TO STRUCTURAL DWGS. 1 1/2" COVERAGE FOR SLAB SIZE AND REINF. SLOB VERIFY RISEq HEIGHT 1 \ 14'-0" FINISHED SECOND FLOOR ---- — 13'-6" BALCONY ------ Qr'N, / 4" STONE TRIM " �a ° 2x P.T. LEDGE N/ (2) 1/4" DIA TAPCONS W/ IRS AT o.c. REFER TO TRUSS PL kN STUCCO FINISH — 6" BAT INSULATION 0 — ° n \� 12'-0"" CLG. H STUCCO DRIP u o° o STUCCO ON PAPER " BACKED METAL LATH ° OVER 5/8" CD "EXT' 2'-8" ° PLYWOOD OVER 2x P.T. a. BLOCKING BELOW SLAB CONC, BEAM -REFER TO PRECAST BRACKET TO BE ° STRUCTURAL DWGS. FOR DETAILED o . SIZE AND REINF, -- 9'-0" TOP OF A CHED DOOR 0'-0" FIN FL DETAIL WOOD FRENCH DR. B ON 6 MIL VISQUEEN R ON WELL COMPACTED ED FILL ER TO STRUCTURAL DWGS. FOR SLAB AND FOUNDATION SIZE AND REINFORCEMENT ( CANTILEVERED BALCONY ) DECRA METAL ROOF ON ICEDAM WATERSHIELD OVER 8" CONC BLOCK W/ — FLOAT SAND STUCCO FINISH VERT, WALL REINF. - REFER TO STRUCTURAL DWGS. FOR SIZE AND SPACING DOWELS TO MATCH SIZE AND SPACING OF VERT. WALL REINF. W/ 48 BAR DIA. MIN LAP SMOOTH STUCCO BASE RAISED 1 1/2" W/ 1" BEVELED EDGE 0'-0*' FIN FL ---------- �01� all :EYENE INSULATION AT OF ROOF DECK. INSULATION TO BEAM 11 O.C. ON ON 1x4 FURRING FOP REFER TO JGS. FOR SIZE M 3/4" P.T. O.C. MAX, OVER URETHANE 5.0) ALL WALLS LINGS LEVEL LING ( INSTALL PER FLOORING CO. FIN, PLYWOOD ON 3/4" T & G :D AND GLUED TO 22" DEEP FLOOR iFY DEPTH ) AT 24" o.c. USE 8d 4" o.c. AT PANEL EDGES AND 6" 'ROVIDE BLDG. FELT BETWEEN 'WOOD OOD FLOOR TRUSSES. LANS (2)2x10 P.T. LEDGER W/ 5/8" DIA EPDXY SET BOLTS (6" MIN EMBED) STAGGERED AT 24" o.c. TOP AND BOTTOM W/ SIMPSON LTS12 TWIST STRAP W/ (4) 10-d NAILS EA END EACH TRUSS ON 1x4 FURRING DP pSED WORK THESE PLANS AND ALL PROP AND SUBJECT TO ANY CORRECTIOHA REQUIRED V VIE LD INSPECTORS MAY BE NECESSARY IN ORDER TO COMF, M WITH ALL APPLICABLE CODES. NOTE: REFER TO TYPICAL WALL SECTION FOR ADDITIONAL MATERIALS AND FINISHES NOTE: TYPICAL WINDOW SILLS TO BE 8"x8" POURED CONCRETE W/ 1 #5 BAR CONT. ( TYP ) WD BASE EXPANSION MATERIAL PROVIDE DOUBLE LAYER OF W.W.F. 30" MIN. AT PERIMETER(STEM WALL CONDITION) CONCRETE SLAB ON 6 MIL VISQUEEN VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED FILL 24" x 12" DEEP CONC. FTG. W/ 3#5 BARS CONT. AT 2 STORY WALLS REFER I TO STRUCTURAL DWGS. FOR SLAB AND FOUNDATION SIZE AND p in ^ r REINFORCEMENT ( TYPICAL 2 STORY BLOCK WALL ) 4 O M I T A SCALE 3/4" = V-0" DECRA METAL ROOF ON ICEDAM WATERSHIELD OVER 30 LBS FELT TIN TAGGED TO 5/8" EXT. GRADE PLYWOOD SHEATHING (ADD 8" STRIPS OF ICEDAM AT ALL PLYWOOD JOINTS) ON PRE- ENGINEERED WOOD TRUSSES AT 24" O.C. W/ Bd RING SHANK NAILS 4" o.c, AT EDGES AND OVERHANG AND 6" o.c. IN FIELD HURRICANE STRAP AT EACH TRUSS SEE TRUSS PLAN FOR SIZE CONT. COPPER DRIP OVER 4" WOOD CROWN OVER 1x10 CLEAR REDWOOD FASCIA ON 2x8 SUB FASCIA ` 0'-0" BH. ___ _�_ (23'-0" BH. SIMILAR) �j--9 -3" SOFFIT HT — l - — - - - 8' _8" BOTTOM OF F------------ RIEZE - - - TYPICAL STUCCO SOFFIT: STUCCO FINISH ON PAPER BACKED METAL LATH OVER (SECONDARY VAPOR BARRIER) TYVEK BLDG WRAP OR 6 MIL VAPOR BARRIER STAPPLED TO UNDERSIDE OF ROOF TRUSS OVERHANG 7" SMOOTH STUCCO FRIEZE RSD. 1" 9 GA. LADDER TYPE JOINT REINF EVERY OTHER COURSE 8" CONC BLOCK W/ FLOAT SAND STUCCO FINISH VERT. WALL REINF. - REFER TO STRUCTURAL DWGS. FOR SIZE AND SPACING FILE copv 12 6 ICEYENE INSULATION AT A OF ROOF DECK. ) INSULATION TO BEAM L/2"x 4" AT 8'-0" O.C. ON BOTT, CHORD 5/8" GYP BIRD. ON 1x4 FURRING AT 16" o.c. 1x4 PT. FIRE STOP CONC, BEAM - REFER TO STRUCTURAL DWGS. FOR SIZE AND REINF. 1/2" GYP BIRD ON 3/4" P.T. FURRING AT 16" O.C. MAX, OVER 3/4" RIGID POLYURETHANE INSULATION (R-5.0) INOTE: FUR AND SHIM ALL WALLS PLUMB AND CEILINGS LEVEL NOTE: TYPICAL WINDOW SILLS TO DOWELS TO MATCH SIZE AND BE 8%8" POURED CONCRETE SPACING OF VERT. WALL REINF. I W/ 1 #5 BAR CONT. ( TYP ) W/ 48 BAR DIA. MIN LAP a a � I z WD BASE SMOOTH STUCCO BASE < a EXPANSION MATERIAL RAISED 1 1/2" W/ 1" m I BEVELED EDGE °�° b PROVIDE DOUBLE LAYER OF W.W.F. 30" I MIN. AT PERIMETER(STEM WALL CONDITION) 0'-0" FIN Fl-q� ?RADE CONCRETE SLAB ON 6 MIL VISQUEEN VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED FILL 18" x 12" DEEP CONC, FTG. W/ 2#5 BARS CONT. AT 1 STORY WALLS REFER TO STRUCTURAL DWGS. FOR SLAB AND FOUNDATION p Lam_ SIZE AND REINFORCEMENT VILLAGE ARCHITECTS AID 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 I� UU F� 0 wWC7w Z � <S < U H V `✓ o U al : I Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects ALA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in wxiting. Consultant: ALBERT A, GARGIULO, P.E. Structural Engineering Consultant LICENCE NO. PE 32582 324 SUNSET RD, WEST PALM BEACH, FLORIDA Phone (561) 686-5554 Fax (561) 688-6546 ( FOR STRUCTURE ONLY ) Revisions 4/30/07 5/15/07 PERMIT 6-29-07 B & Z Sheet Title: DETAILS Scale: 1/4"=V-0" Comm.: Date: 04-009 - Drawn: Checked: R.S.C. M.E.M. Sheet No. DTI SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" NOTE: USE OF FOAM IN EXTRUDED STUCCO PROFILES IS PROHIBITED EXCEPT AT FRIEZE AND CROWN JUL 0 5 2007 PCM 425 1/2"x2" POPLAR 3/4" POPLAR PCM 425 M 1/2%2" POPLAR O 3/4" POPLAR PCM 442 BEDMOLD FULL BEAM DETAIL 1/2 BEAM DETAIL AT ROOM PERIMETER LIVING ROOM BOX BEAM DETAIL CONNECT METAL STUD TOP PLATE TO HIGH HAT CHANNEL AT CEILING. CONNECT HIGH HAT CHANNEL TO EACH TRUSS CHORDS W/ SCREWS 5/8" GYP BOARD FINISH AT CEILING 1/2" OR 5/8" GYP BOARD FINISH AT WALLS BATT SOUND INSULATION OR BATT THERMAL INSULATION. REFER TO PLAN FOR LOCATIONS f FIRE BLOCKING AT 48" o.c. MAX 25 GA METAL STUDS AT 16" o.c., CONNECT ALL METAL FRAMING MEMBERS W/ METAL FRAMING SCREWS ¢ NOTE: VERIFY WALL THICKNESS REFER TO PLAN ° ° V RI . METAL STUD OVER WOOD SILL PLATE WOOD FLOOR TRUSS CONDITION: 00 2X4 P.T. SILL PLATE W/ 1/2" DIA, d SCREWS AT 24" ox.( x 1 1/2" MIN. 2X4 P.T. SILL PLATE W/ 1/2" DIA. EMBEDMENT) INTO WOOD TRUSS EXP. ANCHOR ( 4" MIN. EMBEDMENT MEMBER OR 2x BLOCKING ) W/ 3"DIA. x1/4" WASHER AT 48" o.a TO CONCRETE SLAB 9 A8 NOTE: CONNECT ALL METAL FRAMING MEMBERS W/ METAL FRAMING SCREWS INTERIOR PARTITION WALL DETAIL NON BEARING 1/2" DIA. EPDXY SET ANCHORS ( 6" MIN, EMBEDMENT ) W/ 3" DIA. 0/4" WASHER AT 24" o.c• SIMPSON SPH6 OR SPH8 AT EA. STUD W/ 12-10d NAILS 2x6 P.T OR 2x8 P.T. SILL----\ PLATE SCALE: 3/4"= 1'-0' REFER TO TRUSS DWGS. FOR TRUSS CONNECTORS TYPICAL TRUSS DBL. TOP PLATE SIMPSON SPH6 OR SPH8 AT EA. STUD W/ 12-10d NAILS 2x6 OR 2x8 STUDS AT 12" O.C. 2x6 OR 2x8 WOOD BLOCKING AT 4'-0" o.c. MAX THK'D. CONC SLAB REFER TO FDN, PLAN INTERIOR BEARING PARTITION SCALE: 1 1 /2"= V-0 I 1 I F" nRYWAI I RFCFCC ' LIIVILJ I VIVC RMIJCV I-lCF1R Ifl I FIREPLACE ELEVATION SCALE: 1/4"= 1'-0" 1/2" GYP. BD. ON 1x2 P.T. FURRING AT16" o. WOOD CASING TO BE SELECTED 2 x P.T. BUCK ALL SIDE OF WINDOW. REFER TO BU( NOTES ON WINDOW SCHD. WOOD SILL UCCO DRIP :ALANT WOOD CASEMENT WINDOW :ALANT SMOOTH STUCCO SILL RAISED I 3/4" AND 1 1/2" m 'TYPICAL WINDOW DETAIL CONIC, BEAM - RE TO STRUCTURAL D FOR SIZE AND RE MASTER BEDROOM SEE SHEET A2 FOR PRECAST THRESHOLD DETAIL 14'--0" FINISHED SECOND FLOOR 24" DEEP WOOD FLO R' TRUSSES 2x8 P.T. LEDGER W/ 2) 1/4" DIA TAPCONS / WA HERS AT 16" o.c 12'-0" CLG. HT REFER TO BOX BEAM DETAIL —r THIS SHEET ARCHED CONC, BEAM - REFER TO STRUCTURAL DWGS._ FOR SIZE AND REINF. FURR OUT BLOCK WALL TO 12" THICK. 2x4 FRAMING ON EDGE W/ 3 1/2" BATT INSULATION 8'-0" TOP OF -FRENca-DaaR— - LIVING ROOM PRECAST THRESHOLD SEE DETAIL ON SHEET A2 0'_0" FINISHED FLOOR 7�7� CONCRETE SLAB ON 6 MIL VISQUEEN VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED FILL 24'-0" B.H 21S-3' SOFFIT "FRENCH" DOOR (1) ADDITIONAL 3/16" TAPCON AT E CH LEG DOWN LOCATI�N CONCRETE SLAB CONC, BEAM - REFER TO REFER TO STRU STRUCTURAL DWGS. FOR � 2x4 ON EDGE AT 6'-0" MAX. o.c. 24" o.c. 2x4 P.T. LEDGER W/ 3/16" DIA. TAPCONS AT 12" o.c. 2x4 P.T. CONT. AT 2 " W/ 3/16" DIA, x 3" TAPCONS AT 12" o.c. INTO 2x4 LEG DOWN W/ 2x4 ON EDGE AT 24" o.c. W/ CONCRETE SLAB. BLOCKING SPACED SIMPSON A35 FRAMING SIMPSON A34 FRAMING ANCHOR AT 24" o.c. TO MATCH 2x4 ON EDGE ANCHOR W/ 12-10dxl 1/2" AT CONNECTION W/ 2x4 P.T. SPACING. ADD (1) ADDITIONAL NAILS (AT TOP AND W/ 8-8dxl 1/2" NAILS TAPCON AT EA 2x4 LEG DOWN BOTTOM CONNECTIONS ) LOCATION, FURRED DOWN CLG. DETAIL FOR STUCCO AND WOOD CEILINGS BELOW CONCRETE SLABS SCALE: 3/4"= V-0" FILE COPY' BALCONY CAST STONE ON MUDSET ON WATERPROOFED CONCRETE SLAB ( USE SONNEBORN FLEXTIGHT WATERPROOFING MEMBRANE ) REFER TO STRUCTURAL DWGS. FOR SLAB SIZE AND REINF. ..r! VERIFY RISER SLOPE 1"0 + '' , HEIGHT -� a c 4 o c !� WOOD CROWN o TO BE SELECTED 10, 4.. 10'-8" TOP OF ARCHED 9 o FIXEDL%ASS DETAIL o 4 4 1 1/2" CONC. COVERAGE 12'-0" CLG. HT. 1 x6VJOINT T&GWOOD CLG. ON 2x FURRING SUSPENDED FROM CONC. SLAB. REFER TO FERR DOWN CEILING DETAIL THIS SHEET. ARCHED CONIC, BEAM - REFER TO STRUCTURAL DWGS. FOR SIZE AND REINF. 1/4" STUCCO DRIP THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. LOG, - CLAD "FRENCH" DOOR PAVERS ON SLAB i COVERED LANAI RISER SLOB REFER TO STRUCTURAL DWGS. FOR SLAB AND FOUNDATION SIZE AND REINFORCEMENT 38" HIGH CONCRETE BLOCK PILASTER BEYOND W/ CAST STONE CAP 36" HIGH ALUMINUM GUARDRAIL W/ ALUM. BELLYRAIL PICKETS TO CODE TO BE SELECTED _— 13'-6"t BALCONY =n-7t�STONE TRIM 4 `' 10" SMOOTH STUCCO c BAND RAISED 1" ad 440 4" AND 1" SMOOTH STUCCO BAND RSD. 3/4" AND 1 1/2" _ — 10'-8"f TOP OF ARCH — 8'-0" TOP OF COLUMN 12" DIA. SMOOTH PRECAST COLUMN BEYOND W/ PRECAST CAP AND BASE VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 W U z 0 w5�w 0 CR4 Z r-c U �W Ux0 O � Sea]: k - Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright C 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: ALBERT A, GARGIULO, P.E. Structural Engineering Consultant LICENCE N0, PE 32582 324 SUNSET RD, WEST PALM BEACH, FLORIDA Phone (561) 686-5554 Fax (561) 688-6546 ( FOR STRUCTURE ONLY) Revisions 4/30/07 5/15/07 PERMIT 6-29-07 B & Z Sheet Title: DETAILS Scale: Comm.: Date: O"D9 Drawn: Checked: R.S.C. M.E.M. Sheet No. FOR EITHER 2x6 OR 2x8 WOOD SCALE 3/4 = 1'-0" A8 SCALE: 1 1/2"= 1'-0" BEARING PARTITION NOTE: USE OF FOAM IN EXTRUDED STUCCO PROFILES IS PROHIBITED EXCEPT AT FRIEZE AND CROWN NOTE: USE OF FOAM IN EXTRUDED STUCCO PROFILES IS PROHIBITED SCALE: 3/4"= 1'-0" EXCEPT AT FRIEZE AND CROWN JUL 0 5 2007 PLYWOOD TO BE FLUSH W/ FINISHED FLOOR SLAB NOTE: ROOF TRUSSES AT 3rd FLOOR--C-E1ttNG,--W ------------ FLOOR TRUSSES AT 3r FLOOR STRUCTURE, INSULDECK CONCRETE 31AB AT 2nd FLOOR STRUCTURE 1/2" PLYWOOD ON 15# FELT ON 3/4" T & G PLYWOOD SCREWED AND GLUED TO 2x6 JOISTS -19 BATT INSULATION 2x6 JOISTS AT 16" o.c. W/ SIMPSON HID CUP EACH END 1 HR RATED CEILING AT CLOSET. ADD 2 LAYERS 5/8" CD EXT PLYWOOD TO BOTTOM — OF 2x6 JOISTS OR BOTTOM OF ROOF TRUSSES AT CLOSET CEILING 2x6 LEDGER AT PERIMETER W/ 3/16"x2 1/2" WOOD SCREWS AT 8" o.c. 14 FUTURE ELEVATOR SHA A9 1/2' THRU BOL WASHERS AT TO BOTTOM CHORD I EACH CORNER X BRACE BETWEEN AND 'B' TRUSSES 6%3"0/4" OR 4"x3"x1/4" STEEL TUBES VEILING FLOOF SCALE 3/4" = 1'-0" L 6-29-07 0 & Z [NG 2' O.C. 5/8' CDX PLYWOOD 3d RING SHANK NAILS :ING BETWEEN TOP CHORDS D TOP CHORDS OF 'B', AND 30TTOM CHORDS OF 'A' & JORDS OF B 2 24' ❑,C. FOR AND DOWN TRUSSES. TYPICAL C I--�I I I� ICI E Y N G DETAIL. NOT TO SCALE 1/4" TYPICAL WELD 24'-0" BH- - 14'-.0" SECOND FF OC 9-3/8" _ LANDING 10'-.4 LANDIN 3"x3"x1/4" STEEL COLUMN INVERTED I� 1 COVE LIGHT 4'-0'" - BRIDGE �R ----- - - REFER TO TYP. WELD - ------ - 11 DETAIL ABOVE A9 511 ' — — — — rk==------- I,�RGH �� TOP ,OF 9-3i �\ -. II �. / r----------- r----------- II r----------- II t----------- v F f----------- ----------- II F----------- FIN. FLRO STEEL COLUMN W/ 8" LONGx 8" LONG x3 1/2" WIDE x 3/8" THICK "L" BASE PLATE W/ (1) 3/4" DIA, x EXP. BOLT AT EACH LEG W/ 6" MIN. EMBED INTO SLAB E STAIR DETAIL A�1 SCALE: 1/4"= 1'-0" 1/2" PLYWOOD ON 15# FELT ON 3/4" T & PLYWOOD TO BE G PLYWOOD SCREWED AND GLUED TO 2x6 FLUSH W/ FINISHED JOISTS SLAB 6 JOISTS AT 16" o.c. W/ SIMPSON 0 CLIP EACH END P.T. LEDGER AT PERIMETER W/ 1/4" T2x6 A. x3 1/2" TAPCONS AT 16" o.c. " DEEP FUTURE ELEVATOR PIT 13 FUTURE ELEVATOR SHAFT FRAME DETAIL A 9 SCALE 3/4" " OPPER ROOF AN RIP R-20 ICEYNE INSULATION ON A OF BOTTOM OF ROOF DECK GENER ELEMENT (2) 2xl0 PLATE HT. VARIES SUPPORT JACKS BI WOOD CROWN PLATESI NAILS ME AT EACH 1x6 FINISH WOOD FASCIA OVER 2x4 P.T. 6" II SUB FASCIA II FRAMI II 5/8" DIA. THREADED ROD CONNECTOR STUCCO FINISH (REFER TO 3 LAYEI FRAME STUCCO NOTE BELOW) (2)2x6 TOP PLATES SELF FL ON 5/8" CD "EXT" PLYWOOD, II OVER T' FINISH UP TO 2x4 P.T. 5/8" DIA. THREADED ROD 4'-0" PL 6" AND AT ALL CORNERS AND EA. O II II Cl) SIDE OF OPENINGS 2x6 STUDS II R-20 H II of OF ROC m 6" MIN BATT INSULATION R-30 IN GENERAL FRAMING NOTE: EXTERIOR FRAME WALLS (2) 2x10 MIN HEADER ( AT ALL OPENINGS ) SUPPORTED BY 2 x CRIPPLE EA. SIDE STRAP ALL xz 2x6 WOOD STUDS AT 16" o.c. W/ JACKS BETWEEN WOOD HEADERS AND (2) 2x TOP g 2x6 BLOCKING AS SHOWN PLATES W/ SIMPSON CS18 COIL STRAP W/ 9- 10d II NAILS MIN. INTO EACH HEADER, JACK AND TOP PLATE II AT EACH STRAP II I I v FRAME STUCCO TREATMENT: I I II 3 LAYERS OF STUCCO ( 7/8" TOTAL ) ON II SELF FURRED PAPER BACKED METAL LATH II z OVER TYVEK STUCCOWRAP ON 5/8" CD d y EXT. PLYWWOOD ( 8d COMMON GALV. NAILS 0 6" o.c. AT EDGES, 12" o.c. IN FIELD II J m 5/8" DIA. THREADED ROD CONNECTOR WD BASE X II a 2x6 P.T. LEDGER II 0 9'-0" FIN. 2nd FLOOR ELEV. _ I _ -$ II II / (\ �6'-4" BH------- " " CONC, BEAM - REFER TO STRUCTURAL DWGS. FOR I SIZE AND REINF. 01 " STAIR NOTES: 1. EVERY TREAD LESS THAN 10" SHALL HAVE 1" DORMER FILE PRE ENGINEERED WOOD FLOOR TRUSSES. REFER TO TRUSS PLANS CROWN TO BE SELECTED 1..A DT CIPP' CTr)P rvwnv V. O/?J UTA. IHKLAULU KUU ANUHUK� I 2. STAIRWAY HANDRAILS TO BE 34" ABOVE EMBEDDED IN CONCRETE BEAM IL LEADING EDGE OF TREAD. PER STRUCTURAL DWGS. 3. STAIRS WITHIN DWELLING UNITS MAY HAVE HANDRAILS ON ONE SIDE. 4. STAIR HANDRAILS FOR DWELLINGS SHALL HAVE CIRCULAR C WITH A DIA, OF 1-11 /4", OR PROVIDE VIDE AA NONONCIRCULAR 1 2 DORMER DETAIL CROSS SECTION WITH EQUIVALENT GRASP - ABILITY. 5. CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE A MIN. OF 1-1/2". 6. GUARD/HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LBS. APPLIED AT ANY POINT IN ANY DIRECTION. 7, GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN IN HEIGHT. 8, OPEN GUARDRAILS AND APPLICABLE HANDRAILS SHALL HAVE INTERMEDIAT RAILS OR ORNAMENTAL PATTERN SUC A 4" SPHERE CANNOT PASS THRU AI OPENING. 9. A 6" SPHERE SHALL NOT PASS THRU TRIANGULAR OPENING FORMED BY A RISER AND BOTTOM OF A GUARDRAIL 4"x 3"x3"x1/4" OR 4"x3"x1/4" STEEL TUBE WELDED TO STEEL "OLUMNS 1x4 11 _ I _-10 15/16" (LANDING 3"x3"xl/4" STEEL COLUMN ELLIPTICAL BARREL CEILING AT ENTRY 3ELOW STAIR LANDING. VERIFY RADIUS 3EFORE ORDERING FRONT DOOR/SIDE LITES STAIR: UP 23 RISERS AT 7.30" EACH. 10" TREADS W/ 1" NOSING A9 SCALE: 3/4"= 1'-0" Dc CFD Tr) crr`nnin n MP TPI icS PLAN ARK ( INSTALL PER 3" T & G PLYWOOD o FLOOR TRUSSES( E 8d RINGSHANK D 6" o.c. IN FIELD. 2x4 P.T. W/ 1/4"DIA x3 1/2" TAPCONS AT 12" 0.c. THESE P1 AND E REQU MA C®MI DECRA METAL ROOF ON ICEDAM WATERSHIELD OVER 30 LBS FELT TIN TAGGED TO 5/8" EXT. GRADE PLYWOOD SHEATHING (ADD 8" STRIPS OF ICEDAM AT ALL PLYWOOD JOINTS) ON PRE- ENGINEERED 10 A9 ( TYPICAL INTERIOR BRIG. WALL ) ATION ON BOTTOM -E kTION R-30 IN ELLS AT 16" o.c. W/ S SHOWN f0 STUD BRG, PARTITION W/ CLIP EACH SIDE OF EACH JAILS EA. CLIP ON 3/4" T & G TO FLOOR TRUSSES i" o.c. AT EDGES 14'-0" FIN. 2nd FLOOR ELEV. �IINEERED WOOD FLOOR TO TRUSS PLANS JSUL. 12'-0" CLG. HT. AT 16" o c. W/ \S SHOWN 1N )'-0" FIN, FLOOR ELEVATION - Y DEEP THICKENED SLAB W/ 3#5 BARS CONT. (TYP. AT INTERIOR BRG. WALLS) REFER TO STRUCTURAL DWGS. FOR SLAB AND FOUNDATION SIZE AND REINFORCEMENT SCALE: 3/4"= 1'-0" JUL 0 5 2007 VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone: 561-743-4959 Fax:561-743-1225 www.ViUage-Architects.com AA26001195 W U a Q w w O o00 U �a U r� C7 a V Seal: t Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA„ Inc. Copyright CC 2006 Village Architects ALA All rights reserved. Thew drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: ALBERT A. GARGIULO, P.E. Structural Engineering Consultant LICENCE NO, PE 32582 324 SUNSET RD. WEST PALM BEACH, FLORIDA Phone (561) 686-5554 Fax (561) 688-6546 ( FOR STRUCTURE ONLY ) Revisions 4/30/07 5/15/07 PERMIT 6-29-07 B & Z Sheet Title: DETAILS Scale: 1/4"=T-0" Comm.: Date Drawn : Checked R.S.C. M.E.M. Sheet No EXTERIOR DOOR SCHEDULE BLDG. DESIGN PRESSURE CODE PRODUCT DESIGN PRESSURE ID MARK PRODUCT DESCRIPTION REMARKS MODEL MANUFACTURER CLASS ATTACHMENT(see schd below) 1 31-611x9'-0" CUSTOM ARCHED MAHOGANY,SW W/ ARCHEO SIDE LITES, W/MUNTINS CUSTOM 1 +45.1,-58.0 2 2'-8"x8'-o" CLAD "FRENCH" ,SWING W/ HORIZONTAL MUNTINS STANDARD 2- 3 91-011x8'-0" METAL OVERHEAD W/ PANELED, INSULATED 1200 3 +30.7,-38.2 4 9'-0"x8'-0° METAL OVERHEAD W/ PANELED, INSULATED 1200 4 +30.7. 38.2 5 8'-0"x8'-O" METAL OVERHEAD W/ PANELED, INSULATED 1200 5 +31.0,-38.7 6 2'-8"x7'-O" �( �, , SWING FLUSH, INSULATED _ 6 - 7 (3) 2'-10%8'-0" SLIDING GLASS IN ALUM, FRAME W/ HORIZONTAL MUNTINS 8000 7 +42.7,-53.1 8 (2) 2'-6"x8'-D" CLAD "FRENCH" ,SWING W/ HORIZ. MUNTINS,SIDE LITES,ARCHED F.G. T. STANDARD 8 +44.3,-56.5 9 (2) 2'-6"x8'-O" CLAD "FRENCH" ,SWING W/ HORIZ, MUNTINS,ARCHED F.G.T. STANDARD 9 +44.3,-56.5 10 (2) 2'-6"x8'-O" CLAD "FRENCH" ,SWING W/ HDRIZ, MUNTINS,ARCHED F.G.T. STANDARD 10 +44,3,-56.5 11 (2) 2'-6"x8'-O" CLAD "FRENCH" ,SWING W/ HORIZ. MUNTINS,ARCHED F.G.T. STANDARD 11 +44.3,-56.5 12 (2) 2'-6"x8'-O" CLAD "FRENCH" ,SWING W/ HORIZ. MUNTINS,SIDE LITES,ARCHED F.G. T. STANDARD 12 +44.3,-56.5 13 OPEN 13 14 (2) 2'-6%8'-0" CLAD "FRENCH" ,SWING W/ HORIZONTAL MUNTINS STANDARD 14 +44.3,-56.5 15 (2) 2'-6%8'-0" CLAD "FRENCH" ,SWING W/ HORIZONTAL MUNTINS I STANDARD 15 +44.3.-56.5 2nd FLOOR 41 (2) 2'-O"x8'-O" CLAD "FRENCH" ,SWING W/ HORIZONTAL MUNTINS STANDARD 41 +45.0.-57.9 42 (2) 2'-O"x8'-O" CLAD "FRENCH" ,SWING W/ HORIZONTAL MUNTINS STANDARD 42 +45.0,-57.9 43 (2) 2'-6"x8'-O" CLAD "FRENCH" ,SWING W/ HORIZONTAL MUNTINS STANDARD 43 +44.3,-56.5 NOTE: THE DOOR AND WINDOW PRODUCT INFORMATION ON THIS PLAN IS BASED ON INFORMATION PROVIDED BY THE DOOR/WINDOW MANUF. AND THE CONTRACTOR. THIS SHEET IS INTENDED TO BE A LINK BETWEEN THE DESIGN CRITERIA AND THE MANUF DATA. THE ARCHITECT ASSUMES NO RESPOSIBILITY AS TO THE ACCURACY OF THIS DATA BUCKING NOTES: 1, WINDOW AND DOOR TO WOOD ATTACH 2"x 4" BUCK TO WOOD STUD WITH 8d NAILS. ATTACH DOOR/WINDOW FRAME TO WOOD STUDS THRU BUCK WITH # 12 SCREWS 3" LONG, MIN„ 6" IN FROM EACH CORNER AND 24" O.C., 2. WINDOW AND DOOR TO CONCRETE ATTACH 2 X 4 PRESSURE TREATED BUCK TO CONCRETE WITH 1/4"DIA x 3 1/4" TAPCONS 6" IN FROM EACH CORNER AND AT 12" O.C. WITH 1-1/4" MIN. PENETRATION INTO MASONRY. BUCK ATTACHMENTS FOR WIND LOAD ONLY. MORE BUCKING NOTES: 3, GARAGE DOOR ATTACHMENT ATTACH 2x6 PRESSURE TREATED BUCK TO CONCRETE BLOCK WITH 5/8" CIA "J" BOLTS 6" FROM EACH END AND 24" o.c. AT JAMB WITH 3"DIA x 1/4" WASHER, (OPTIONAL: USE 5/8" DIA EPDXY SET BOLTS W/ 4" MIN EMBEDMENT) AND USE 1/4" DIAMETER x4 1/2" TAPCONS (2 1/2" MIN EMBEDMENT) 6" FROM EACH END AND 24' o.c. AT HEADER, TRACK ATTACHMENT BY DOOR MFGR. SPECS. STILL MORE BUCKING NOTES: GLUE ALL BUCKS TO CONCRETE PRIOR TO ATTACHMENT PRODUCT MODEL MANUFACTURER GLASS ATTACHMENT BLDG. DESIGN PRESSURE CODE PRODUCT DESIGN PRESSURE MULLIONS - ANDERSEN - CLIPS, SCREWS - -74 ROOF METAL DECORA SCREWS 32.1,-51.0 -153 SIDING STUCCO - - SOFFIT STUCCO SOFFIT - 68.5 FOR IMPACT GLAZING WINDOWS AND DOORS, USE BUCK ATTACHMENT AS DEFINED IN CERTIFICATION DOCUMENTATION, NOTIFY ARCHITECT IF IT VARIES FROM PLANS. 3" V.T.R. REFER TO MFGRS. SPECIFICATIONS FOR DOOR AND WINDOW I' I ATTACHMENT TO BUCK. �I I NO MORE BUCKING NOTES: I I WC. 3" V.T.R, TUB 3 LAV. LAV. 3" SH. Co. 2 1 /2"" Co. LAV. I \\ `. LAV. WC. j 3" I CO. 3" V.T.R. I , WC. 3" V.T.R. i, SH.� JI 3" V, T. R. Ili DBL. SINK i' 3' ` SH. i F.C.O. 2" LOOP l `T l I CO. VENIf i I SINK 3" 4„ ,1 i VEG. i LTLf�l 3 WC. 2' LOOP 2,k LAV. VENT WASH F.D. CO. 3" I W2„ C. SH. 2 1/2" 3" LAV. 4„ 3" 3" CO. F.C.O. CO. m SANITARY RISER 4" 4" NO SCALE 4" LINE TO NOTES: SEWER SYSTEM 1. CONTRACTOR TO VERIFY ALL "PVC' PIPE SIZES PRIOR TO CONSTRUCTION. 2. ROUTE "VTR" PIPES TO REAR OF STRUCTURE WHERE POSSIBLE 3. USE CAST IRON IN ALL PLUMBING LINES ABOVE GROUND FLOOR SLAB OR GRADE DOOR WINDOW AND FINISH NOTES: WINDOW / DOOR NOTES: WINDOW /DOOR NOTES CONTINUED: ALL WINDOWS BY ANDERSEN ( U.O.N. ) W/ IMPACT TINTED GLASS AMMONIACAL COPPER ZINC ARSENATE (ACZA) TREATED WOOD IS TYPICAL MUNTINS 1 3/8" ON BOTH SIDES, NON-REMOVABLE/S, W/ SCREENS PROHIBITED DUE TO ITS HIGH CORROSIVENESS TO ALL METAL , UNLESS OPENING UNTO A SCREENED ENCLOSURE FASTENERS AND CONNECTORS. TYPICAL EXTERIOR DOOR BY PALM CITY MILLWORK , ALUM. CLAD MAHOGANY FASTENERS AT PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL W/ IMPACT TINTED GLASS. (304 OR 416) OR HOT DIPED GALVANIZED (G185 COATING MIN.) CONNECTORS AND FASTENERS SHOULD BE OF THE SAME MATERIAL 1 3/8" MUNTINS W/ BRONZE FRAMES TYP AT ALL EXTERIOR ALUMINUM WINDOWS AND ALUMINUM CLAD WINDOWS MUST BE FRENCH DOORS AND WINDOWS INSTALLED WITH A PROTECTIVE LAYER OF 15# FELT BETWEEN THE P.T. BUCK AND THE WINDOW TO PREVENT CORROSION. (EGRESS) INDICATES WINDOWS THAT ARE TO BE IN COMPLIANCE WITH NATIONAL EGRESS CODES ALL DOORS TO BE 1 3/4" MIN. THICKNESS FRONT DOOR IS TO BE 2 1/4" MIN, THICK- MAHOGANY TYPICAL INTERIOR DOOR: TRU-STILE MDF, 2 PANEL W/ "BM" BOLECTION MOLDING AND "A2" RAISED PANEL CONFIGURATION INTERIOR DOORS MAY NEED TO BE ADJUSTED IN HEIGHT IN ORDER TO MATCH EXTERIOR WINDOW AND DOOR HEIGHTS ALL EXTERIOR DOOR AND WINDOW HEAD HEIGHTS TO LINE UP WINDOW AND EXTERIOR DOOR SIZES AND LOCATIONS NEED TO BE VERIFIED IN FIELD PRIOR TO ORDERING ALL EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED W/ COPPER PANS AT BASE OF UNITS TO PREVENT LEAKING VERIFY ALL FINISHES BEFORE PROCEEDING W/ WORK OR SUBMITTING BIDS FINISH NOTES: 1. USE " DUROCK" AT ALL WET AREAS TO RECEIVE TILE OR MARBLE USE MOISTURE RESISTANT GYP BD. IN ALL OTHER BATHROOM VAPOR AREAS 2. BLUE BD.= BLUE BOARD W/ WON COTE PLASTER FINISH 3.CYPRESS CLGS, TO BE 1x4 V-JOINT T&G CYPRESS W/ STAIN FINISH 4.STONE= 16"x16" HONED AND FILLED SATURMA 5, WOOD FLOOR= 4" PLANK SANDTOS MAHOGANY SITE FINISHED W/ LIGHT STAIN AND 3 COATS OF URETHANE ON FIRST FLOOR INSTALL OVER 3/4" PLYWOOD OVER VINYL VAPOR BARRIER. ON SECOND FLOOR INSTALL OVER PLYWOOD SUBFLOOR SYSTEM INTERIOR DOOR SCHEDULE NO. SIZE TYPE REMARK 16 (2) 2'-6" X 8'-0" S.C. WD. SWING PANELED 17 2'-8" X 8'-0" S.C. WOOD, SWING PANELED 18 2'-8" X 8'-0" S.C. WOOD, SWING PANELED 19 FIELD VERIFY GLASS SHOWER DR SWING TEMPERED GLASS 20 2'-4" X 8'-O" S.C. WOOD, SWING PANELED. 21 OPEN 22 OPEN 23 0 P E N 24 0 P E N 25 OPEN 26 OPEN 27 2'-8" X 8'-0" S.C. WOOD, SWING PANELED 28 2'-8" X 8'-0" S.C. WOOD, SWING PANELED 29 3'-0" X 8'-0" S.C. WOOD, POCKET PANELED 30 2'-0" X 8'-0" S.C. WOOD, SWING PANELED v 31 (2) 1'-6" X 8'-0" S.C. WD. SWING PANELED 32 2'-8" X 7'-0" S.C. WOOD, SWING PANELED 33 2'-8" X 7'-0" S.C. WOOD, SWING PANELED, 20 MIN. RATED 34 2'-4" X 6'-B" S.C. WOOD, SWING (ARCHED ?) PANELED (VERIFY DESIGN- RUSTIC WOOD? 35 2'-4" X 6'-8" S.C. WOOD, SWING (ARCHED ?) PANELED (VERIFY DESIGN- RUSTIC WOOD? 36 2'-4" X 7'-0" S.C. WOOD, SWING FLUSH 37 2'-8" X T-O" S.C. WOOD, SWING FLUSH 38 OPEN 39 OPEN 40 OPEN 2nd FLOOR 44 (2) 2'-6" X 8'-0" S.C. WOOD, SWING PANELED 45 2'-4" X 8'-0" S.C. WOOD, SWING PANELED 46 (2) 2'-0" X 8'-0" S.C. WOOD, POCKET PANELED 47 2'-8" X 8'-0" S.C. WOOD, SWING PANELED 48 2'-8" X 8'-0" S.C. WOOD, POCKET PANELED 49 2'-4" X 8'-0" S.C. WOOD, SWING PANELED 50 2'-0" X 8'-0" S.C. WOOD, SWING PANELED 51 FIELD VERIFY GLASS SHOWER DR SWING TEMPERED GLASS 52 2'-8" X 8'-0" S.C. WOOD, SWING PANELED 53 2'-8" X 8'-0" S.C. WOOD, SWING PANELED 54 2-8" 'X 8'-0" S.C. WOOD, SWING PANELED 55 FIELD VERIFY GLASS SHOWER DR SWING TEMPERED GLASS 56 2'-8" X 8'-0" S.C. WOOD, SWING PANELED 57 2'-4" X 8'-0" S.C. WOOD, SWING PANELED 58 2'-6"x 6'-8" S.C. WOOD, SWING PANELED VERIFY HT. 59 2'-8" X 6'-8" S.C. WOOD, SWING PANELED 60 2'-6"x 6'-8" S.C. WOOD, SWING PANELED VERIFY HT. 51 2'-6"x 6'-8" S.C. WOOD, SWING PANELED VERIFY HT. 62 FIELD VERIFY GLASS SHOWER DR SWING TEMPERED GLASS 63 2'-4" X 6'-8" S.C. WOOD, SWING PANELED TRIM NOTES: ALL MATERIALS IN POPLAR -CLEAR (U.O.N.) .BASEBOARDS -TYPICAL THROUGHOUT : PCM 206 (5/8"x5 1/4" CA51NG -DOORS- PCM 120 (13/16" x 3. 1/2") CASING -WINDOWS- PCM 120. (13/16" x 3 1/2") PCM 517 STOOLS - PCM 113 APRON CROWN: 1 PC: PCM 418 (1 1/8"x8 1/2") 2 PC: PCM 418A W/ INVERTED BASE PCM 202 (5/8"x5 1/4") I=OR 10" PROFILE WINDOW SCHEDULE BLDG. DESIGN PRESSURE CODE PRODUCT DESIGN PRESSURE ID MARK SIZE TYPE HEKAHT REMARKS MODEL MANUFACTURER GLASS ATTACHMENT (see notes below) A O P E N A B (2)17"02" CASEMENT 8'-0" W/ HORIZ. MUNTINS CR26 ANDERSEN B +47.2,-62.3 C 28"x48" CASEMENT 8'-0" W/ HORIZ. MUNTINS CW14 ANDERSEN C +48.7,-65.2 D 24"x36" OVAL FIXED GLASS 7'-0" W/ MUNTINS OVL2030 ANDERSEN D +48.7,-65.2 E (2)17"x72" CASEMENT 8'-0" W/ HORIZ. MUNTINS CR26 ANDERSEN E +47.2,-62.3 (2)17"x72" CASEMENT 8'-0"W/ HORIZ. MUNTINS CR26 ANDERSEN F +47.2,-62.3 (2)20 1/2"x48" CASEMENT 8'-0"W/ HDRIZ. MUNTINS CN14 ANDERSEN G +47.7,-63.3 RI (3)14"x14" FIXED GLASS 4'-6" ANDERSEN H +48.7,-65.2 (3)14"x14" FIXED GLASS 4'-6" ANDERSEN 1 +48.7,-65.2 28"x72" CASEMENT 8'-0" W/ HORIZ. MUNTINS CW16 ANDERSEN J t47.7,-63.1 K 28"x72" CASEMENT 8'-0" W/ HORIZ. MUNTINS CW16 ANDERSEN K t47.7,-63,1 L 28"x72" CASEMENT 8'-0" W/ HORIZ. MUNTINS CW16 ANDERSEN L +47.7,-63.1 M (2)24"x72" CASEMENT 8'-0" W/ HORIZ. MUNTINS C26-2 ANDERSEN M +45.9,-59.7 N 28"x72" CASEMENT 8'-0" W/ HORIZ. MUNTINS CW16 ANDERSEN N +47.7,-63.1 0 28"x72" CASEMENT 8'-O" W/ HORIZ. MUNTINS CW16 ANDERSEN 0 +47.7,-63.1 P 28"x72" CASEMENT 8'-0" W/ HORIZ. MUNTINS CW16 ANDERSEN P +47.7,-63.1 Q 24"x48" CASEMENT 8'-0" W/ HORIZ. MUNTINS CW14 ANDERSEN Q t48.7,-6 2 R O P E N R S O P E N S T O P E N T U O P E N U V O P E N V W O P E N W 2nd FLOOR AA 24'x95",32"x96",24" 96" FIXED GL.(TEMP) 22'-0" W/ HORIZ. MUNTINS CUSTOM ANDERSEN AA 43.4,-54.6 BB 24"x36" OVAL F.G. 21'-0" W/ MUNTINS OVL2030 ANDERSEN BB +48.7,-65.2 CC 24"x48" ARCHED F.G. 21'-0" W/ MUNTINS WINDOW CUSTOM PARRET CC +48.7,-65.2 DO 24"x48" ARCHED F.G. 21'-O" W/ MUNTINS CUSTOM PARRET DO +48.7,-65.2 EE (3) 24"x64" CASEMENT 22'-0" W/ HORIZ. MUNTINS C155-3 ANDERSEN EE +45.0,-57.9 FF 28"x72" CASEMENT 22'-0" W/ HORIZ. MUNTINS CW16 ANDERSEN FF +47.7,-63.1 GG 28"x72" CASEMENT 22'-0" W/ HORIZ. MUNTINS CW16 ANDERSEN GG +47.7,-63.1 HH 28"x72" CASEMENT 22'-0" W/ HORIZ. MUNTINS CW16 ANDERSEN HH +47.7,-63.1 11 28%72" CASEMENT 22'-0" W/ HORIZ. MUNTINS CW16 ANDERSEN II +47.7,-63.1 JJ (3) 24"x64" CASEMENT(TEMP) 22'-0" W/ HORIZ. MUNTINS C155-3 ANDERSEN JJ +45.0,-57.9 KK 24"x48" ARCHED F.G. 21'-0" W/ MUNTINS CUSTOM PARRET KK +48.7,-65.2 ILL 24"x48" ARCHED F.G. 21'-0" W/ MUNTINS CUSTOM PARRET LL +48.7,-65.2 MM 24"x36" OVAL F.G. 21'-0" W/ MUNTINS OVL2030 ANDERSEN MM +48.7,-65.2 NN 32"x54" CASEMENT 15-2" W/ MUNTINS CX145 ANDERSEN NN +48.1,-64.1 00 32"x54" CASEMENT(EGRESS) 15'-2" W/ MUNTINS CX145 ANDERSEN 00 PP OPEN PP QQ OPEN QQ ROOM FINISH SCHEDULE ROOM FLOOR BASE CASING CROWN WALL CEILING REMARKS DOOR WINDOW MATL RN MATL FIN HT ENTRY DOMINICAN SHELLSTONE _ - - WOOD STUCCO PAINT CYPRESS STAIN 12'-0" FOYER STONE W/ WOOD INLET PCM 206 PCM 120 PCM 120 2 PC GYP. BD. PAINT GYP. BD, PAINT VARIES VAULT CLG. AT CENTER STAIR WOOD PCM 206 PCM 120 PCM 120 2 PC GYP. BD. PAINT GYP, BD. PAINT VARIES VAULT CLG. AT CENTER LIVING ROOM WOOD PCM 206 PCM 120 PCM 120 - GYP. BD. PAINT GYP, BD. PAINT 12'-0" COFFERED CLG, LOGGIA DOMINICAN SHELLSTONE _ _ _ _ STUCCO PAINT CYPRESS STAIN 12'-0" T&G CYPRESS INLET CLG.(DETAIL) GALLERY STONE PCM 206 PCM 120 PCM 120 2 PC GYP. BD. PAINT GYP, BD. PAINT 12'-0" SATURNIA FLOOR W/ 8" WOOD BORDE POWDER STONE PCM 206 PCM 120 PCM 120 1 PC GYP. BD. PAINT GYP. BD. PAINT 10'-0" , DINING WOOD PCM 206 PCM 120 PCM 120 2 PC GYP. BD. PAINT GYP, BD. PAINT 12'-0" KITCHEN STONE PCM 206 PCM 120 PCM 120 1 PC GYP. BD. PAINT GYP. BD. PAINT 10'-0" PANTRY STONE PCM 206 PCM 120 PCM 120 - GYP. BD. PAINT GYP. BD. PAINT 10,-0" FAMILY ROOM WOOD PCM 206 PCM 120 PCM 120 1 PC GYP. BD. PAINT GYP. BD, PAINT 10'-0" BREAKFAST WOOD PCM 206 PCM 120 PCM 120 1 PC GYP. BD. PAINT GYP. BD. PAINT lV-0" WET BAR WOOD 'PCM 206 PCM 120 PCM 120 1 PC GYP. BD. PAINT GYP. BD. PAINT 10'-0" ELEVATOR -- - - - 1 PC WOOD STAIN GYP. BD. PAINT - MAHOGANY PANELED INTERIOR SUMMER KITCHEN DOMINICAN SHELLSTONE - - - - srucco PAINT CYPRESS STAIN 10'-0" HALL STONE PCM 206 PCM 120 PCM 120 1 PC GYP. BD. PAINT GYP, BD. PAINT 10'-0" MUD ROOM STONE PCM 206 PCM 120 PCM 120 - GYP. BD. PAINT GYP. BD. PAINT VARIES CEILING AT 3:12 PITCH STAIR (BONUS SPACE) CARPET PCM 206 PCM 120 PCM 120 - GYP. BO. PAINT GYP. BD. PAINT VARIES CEILING AT 3:12 PITCH LAUNDRY STONE PCM 206 PCM 120 PCM 120 - GYP. BD. PAINT GYP. BD. PAINT 8'-4" GARAGE SM. CONC PCM 206 PCM 120 PCM 120 - GYP. BD. PAINT GYP. BD. GOLF CART SM. CONC PCM 206 PCM 120 PCM 120 - GYP. BD. PAINT GYP. BD. 8'-4"GALLERY(GUEST SUITE) STONE PCM 206 PCM 120 PCM 120 1 PC GYP. BD. PAINT GYP. BD. EPAINT8'-4" 12'-0" SATURNIA FLOOR W/ 8" WOOD BORDER GUEST SUITE CARPET PCM 206 PCM 120 PCM 120 2 PC GYP. BD. PAINT GYP. BD. 12'-0" WOOD TRIM AT 10'-0" W.1.C. CARPET PCM 206 PCM 120 PCM 120 - GYP. BD. PAINT GYP. BD. 12'-0" BATH #3 TILE PCM 206 PCM 120 PCM 120 - GYP. BD. PAINT GYP. BD. PAINT 12'-0" 2nd FLOOR FRONT BALCONY DOMINICANSHELLSTONE - - - - STUCCO PAINT -- -- -- BRIDGE WOOD PCM 206 PCM 120 PCM 120 2 PC GYP. BD. PAINT GYP. BD. PAINT 10'-0" W/ VAULT CLG. HALL WOOD PCM 206 PCM 120 PCM 120 1 PC GYP. BD. PAINT GYP. BD. PAINT 10'-0" CANTILEVERED BALCONY DOMINICAN SHELLSTONE _ _ _ _ STUCCO PAINT -- -- -- STUDY WOOD PCM 206 PCM 120 PCM 120 1 PC GYP. BD. PAINT GYP. BD. PAINT 10'-0" CHAIR RAIL, WOOD PANEL BELOW BATH #4 STONE PCM 206 PCM 120 PCM 120 1 Pc GYP. BD. PAINT GYP. BD. PAINT 10'-0" MASTER BEDROOM CARPET PCM 206 PCM 120 PCM 120 1 PC GYP. BD. PAINT GYP, BD. PAINT 10'-0" REAR BALCONY DOMINICAN SHELLSTONE _ _ _ _ STUCCO PAINT -- -- -- DRESSING CARPET PCM 206 PCM 120 PCM 120 - GYP. BD. PAINT GYP. BD. PAINT 10'-0" MASTER BATH STONE PCM 206 PCM 120 PCM 120 1 PC GYP. BD. PAINT GYP, Bo. PAINT 10'-O" TOILET ROOM STONE PCM 206 PCM 120 PCM 120 1 PC GYP, BD. PAINT GYP. BD. PAINT 9'-0" HIS W.I.C. CARPET PCM 206 PCM 206 PCM 206 PCM 120 PCM 120 - GYP. BD. PAINT GYP, BD. PAINT 9'-0" HER W.I.C. CARPET PCM 120 PCM 120 - GYP. BD. PAINT GYP. BD. PAINT 10'-D" CANTILEVERED BALCONY SHELLDOMINISTONE CAN - - - STUCCO PAINT -- -- -- OFFICE CARPET PCM 120 PCM 120 - GYP. BD. PAINT GYP. BD. PAINT VARIES CEILING AT 6:12 PITCH BATH #2 TILE P6'M 206 PCM 206 PCM 120 PCM 120 1 PC GYP. BD. PAINT GYP, BD. PAINT VARIES CEILING AT 6:12 PITCH STORAGE CARPET PCM 120 PCM 120 - GYP, BD. PAINT GYP. BD. PAINT VARIES CEILING AT 6:12 PITCH opy iFSE P IND SZ NSArvU kA 4YEDBYT TOA/Vy R®�OS&D SIP YAW,!k �S RY S E ri Cr/H oypi ORS Ast Pp�/CA8RD�QDEAT JUL 0 5 2007 VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.ViUage-Architects.com AA26001195 W UU F� W� Q n r O V 1 W a C) o D Z�r�aU U Se r Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 4/30/07 5/15/07 PERMIT 6-29-07 B & Z Sheet Title: SCHEDULES Scale: 1/4"=T-0" Comm.: � Date: 04-009 - Drawn R.S.C. Sheet No, Checked: MEM mil TOR FLOODS TO REAR LANDSCAPE \ LIGHTS C . \ — --- -` -- WP GFI / DISC. s Aw O X ro I I I J \ SDi S°' I I I \ \ ro M J TO FRONT FLOODS �A i I I I '.- / I EYEBALL 0 J L--------J L- F 9R-R€-P CTAG-LE-- - - - - - I(Y.L.O.J.) I II II II I � � II I 1 1 I I O I I I O II I l`JJ I I � II II II I I I I 1 1 I I II I I I I I TO GO E LIGHT AND TO CHANDELIERIAND J L — — — — — — — -- J L--I---- �� I 3W SW�TCH ABOVE 3WSWITCH ABODE--- — �� — ----- 1 --I --- O 'FLOOR RECEPTACLE Tnf1 LIGHTS AND L.O.J.) I iSJITCH ABOVE I II ---- - - --- - JL - -I ---------------- -I-- I I I I I I 1 I I I I T -11:N� \ HB TO FRONT LANDSCAPE LTS. I I I \ I III I 1 I I III III I PB 0 COACH LIGHTS ON L — — PHOTOCELL F11 o--- \ I �� � / _W \ _GF I \ I \ o \ \ J \ I FLOOR RECEPTACLE I I I I (V.L.O.J.) I DW DW W(A t.l14 I I GFI _ GFI GFI I!:�] / O _ O � FLOOR OCEIPTACLE DISPOSAL I� Ir (V.L.0.J.) i, l�J l�J 17 O I EXHAUSST HOOD I rI "AA F------------- ---� 0 ____ _— — Q � _ � GFI GFI � � � GFI GF GF � l— D -r legend duplex recept ® 220 v recept single pole switch $3 three way switch four way switch 4 dimmer switch D Q telephone sd smoke detector Orecessed incandescent ceiling mounted incandescent 1`0 wall mounted incadescent or wall sconce ® EXHAUST FAN 0 FLUSH MOUNTED "PUCK" LIGHT ® SECURITY KEY PAD —© COMPUTER floor recept recessed can w/ wolt washer trim switched receptable (� STEP LIGHTING vLT� cable tv ♦ LOW VOLT HALOGEN CEILING HUNG FIXTURE Fluorescent lighting (2x4) ceiling fan TABLE 9-5 FAN SIZING TABLE LARGER RM DIMENSION MINIMUM FAN SIZE 12 FT. OR LESS 36 INCH 12 — 16 FT 48" INCH 16 — 17.5 FT 52" INCH 17.5 — 18.5 FT 56" INCH 18.5 FT OR MORE 2 FANS 6-29-07 B & Z FILE COPY IHfSE PAN RiQAA1�IRfD,crtoANV PopCO , C®MP VeW/r�,41S I Ry v RRoRS r�NS PPtICA CODES. VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SME 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 W UU F'-"� un > W WW U Seal: Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA Al] rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions I 4/30/07 I\ \ \ I \ I I ( 5/15/07 PERMIT \ I I I 6-29-07 B& z GFI IL L _LEVATo---\ �------�--=— — — — v OTOR I I 11 l 1JTR. Sheet Title: T�• W^ GARAGE DOOR GARAGE DOOR 'I I ELECTRICAL LUMP I I OPERATOR OPERATOR I I . i PLAN GFI GOLF CART J WP/GFI CHARGER ACLE =@ Scale: GFI =ANDIRA, Comm.: Date: RON LIGHT, SWITCHOa-009 02-2004 RECEPT IN AT6-29-07 B&ZDrawn: Checked 11 MEM MEM FIJUTSI A/C UNIT GFI dbGFI dt Sheet No. HB WP jGFI DIS ELECTRIC METER El AHU#1 AHU#4 AHU#5 JUL 0 5 2007 W. WP LIGHT W/ LENS "1 COVER TYP IN T�IL�T J �� �c. ._._....... I GFI I L!-4SS PANEL Oo i I I W IRLPOOL U / • L TOR QLIGHT MASTER BATH I. o L COV RWTYP /'/ I CLOSETS DfIE VIN I RI CEPT TigHER W.I.C.I. �• , V / GFI --- r G � _ I ------- IF I M BEDROOM S LJ P A N E L D I A G R A M ELECTRICAL DATA: VOLTS = 120 / 240 CKTS = 40 PANEL LOC: GARAGE: PANEL ID: LIGHTS PHASE = 1 AMPS = 200 SERVICE LOAD -AMPS WIRE \ COND BKR CKT CKT BKR WIRE \ COND LOAD -AMPS SERVICE L1 L2 L3 T P P T L1 L2 L3 RANGE 43 #6 50 2 1 2 2 30 #10 20 DBL OVEN 43 6 50 3 4 30 #10 20 REFRIGERATOR 8 #12 20 1 5 6 2 20 #12 12 DISHWASHER *** SMALL APPLIANCE 13 #12 20 1 7 8 20 12 10 DISPOSAL **" SMALL APPLIANCE 13 #12 20 1 9 10 1 20 12 8 RECPT SMALL APPLIANCE 13 #12 20 1 11 12 1 20 12 8 RECPT LIGHTS 8 #12 1 20 1 13 14 1 20 #12 8 RECPT LIGHTS 8 #12 1 20 1 15 161 1 20 #12 8 RECPT LIGHTS 8 #12 20 1 17 18 1 20 #12 8 RECPT LIGHTS 8 12 20 1 19 20 1 20 12 8 RECPT LIGHTS 8 12 20 1 21 22 1 20 #12 8 RECPT LIGHTS 8 12 20 1 23 24 1 20 #12 8 RECPT LIGHTS 8 #12 20 1 25 26 LIGHTS 8 #12 20 1 27 28 LIGHTS 8 #12 20 1 29 30 LIGHTS 8 #12 1 20 1 31 32 LIGHTS 8 #12 20 1 33 34 LIGHTS 8 #12 20 1 351 1 36 37 38 39 40 41 42 TOTAL AMPS - L1 = 184 MAX CONNECTED AMPS PER PH = 187 MAINS: 200A MBKR TOTAL AMPS - L2 = 187 TOTAL CONNECTED KVA = 44.52 MTGG FLUSH TOTAL AMPS - L3 = 0 NOTES: *** PROVIDE SPLIT RECPT AND 2 POLE BKR. CA"LEVERED BALCONY i I I / -/� I I / I L W VOLTA E E'V' it VE LIV \ \ I I I \ w \ I � \ I \ ST DISC LAH##3 I I i LJ i �. O SD SD D \ XATH #4 \ SibRAGE I LIGHT W/ LENS COVER TYP IN CLOSETS CANTILEVERED BALCONY P A N E L D I A G R A M ELECTRICAL DATA: VOLTS = 120 / 240 CKTS = 40 PANEL LOC: GARAGE: PANEL ID: UTILITY PHASE = 1 AMPS = 200 SERVICE LOAD -AMPS WIRE \ COND BKR CKT I # CKT BKR WIRE COND LOAD -AMPS SERVICE L1 L2 13 T I P P I T L1 I L2 L3 A/C COMP #2) * 11 #12 20 2 1 1 21 1 20 #12 10 1 GARAGE DOOR it ** 12 20 3 1 41 1 20 #12 10 GARAGE DOOR AHU #2-5KW * 24 #8 50 2 5 1 61 2 40 #8 8 ** A/C COMP #4 24 #8 50 7 8 40 #8 8 ** A/C COMP #3 * 22 #8 40 2 9 10 2 60 #6 13 AHU #4-3KW 22 ** 8 40 11 12 60 6 13 AHU #3-10KW * 41 #6 60 2 13 14 20 12 12 ** A/C COMP #5) ' 41 6 60 15 16 2 20 12 12 ** DRYER 20 10 30 2 17 18 20 12 12 AHU #5-NO HEAT 20 10 30 19 20 20 12 12 21 22 2 40 8 25 ** A/C COMP #1 23 24 40 8 25 ** 25 26 2 60 6 41 AHU 1-iDKW 27 28 60 6 41 29 30 1 20 12 13 WASHING MACHINE 31 32 33 34 35 36 37 38 39 40 TOTAL AMPS - L1 = 174 MAX CONNECTED AMPS PER PH = 174 MAINS: 200A MBKR TOTAL AMPS - L2 = 161 TOTAL CONNECTED KVA = 40.20 MTG: FLUSH TOTAL AMPS - L3 = 0 NOTES: * ELECTRICAL CONTRACTOR SHALL SELECT PROPER WIRE SIZE AND BKRS FOR A/C EQUIPMENT SELECTED. ** NOT COINCIDENT WITH HEAT AND NOT INCLUDED IN TOTAL LOAD. ELECTRICAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PRODUCE AN OPERATIONAL SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. 2. THE ELECTRICAL CONTRACTOR SHALL: a. OBTAIN ALL PERMITS AND PAY ALL PERMIT FEES. b. FURNISH AND INSTALL ALL EQUIPMENT, FIXTURES, RECEPTACLES, CONDUIT, PANELS, ETC. SHOWN ON THESE DRAWINGS AND AS REQUIRED TO PRODUCE A COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM. c. INSTALL AND MAKE FINAL CONNECTIONS TO ALL ELECTRICAL APPARATUS AND EQUIPMENT FURNISHED BY OTHERS. 3. INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ALL LOCAL CODES. 4. ALL WIRE SHALL BE COPPER. ALUMINUM WIRE IS NOT PERMITTED. 5. PROVIDE AND ATTACH TYPEWRITTEN CIRCUIT IDENTIFICATION CARDS FOR ALL PANELS. 1 6. A/C UNITS SHALL BE CONNECTED BY NOT LESS THAN 2 FT OF FLEXIBLE i CONDUIT. I 7. CONTRACTOR SHALL MAINTAIN ONE SET OF "MARKED -UP" PLANS SHOWING FIELD i CHANGES OR CORRECTIONS. THE "MARKED -UP" SET OF PLANS SHALL BE RETURNED i B�LCO TO THE ARCHITECT AT THE END OF THE JOB. 8. INSTALL NON -FUSED DISCONNECTS AT ALL AIR CONDITIONING UNITS IN ACCORDANCE WITH LOCAL BUILDING CODES AND THE REQUIREMENTS OF THE EQUIPMENT MANUFACTURER. 9. ALL ELECTRICAL EQUIPMENT INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE NEMA 3R UNLESS COVERED WITH A WATERPROOF ENCLOSURE. 10. ALL BRANCH CIRCUITS CONNECTED TO BEDROOM OUTLETS (LOADS) SHALL BE PROTECTED "ARC -FAULT" CIRCUIT BREAKER IN ACCORDANCE WITH NEC 210.12(8). 11. RECPT IN EACH BATHROOM SHALL BE ON A DEDICATED 20 AMP CIRCUIT IN ACCORDANCE WITH 210-52D AND 210.11C3. 12. CHANGES TO THIS DESIGN BY THE ELECTRICAL CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO MAKING THE CHANGE. HEY! DO NOT DOWNSIZE THE WIRES WITHOUT APPROVAL r---- ----- t AAHUN#1AINCATTIC SHALL COMPLY WITH FBC M306.3.2 I- - -DISC i I I I I i I I PROVIDE 30" WIDE INSULATED 20 MIN RATED �L - J RECEPT IN ATTIC ACCESS PANEL INTO ATTIC %I AHU ENCLOSURE W/ WEATHERSTRIPPING AT ROOM IN ATTIC PANEL PERIMETER I � L----------------------------------J FILE COPY ALL BEDROOM RECEPTACLES ARE REQUIRED TO BE AFCI PROTECTED (2N35) NEC ELECTRICAL LOAD CALCULATION 4850 SO FT AT 3.00 VA SO FT 14.55 KVA 4 APPLIANCE CIR AT 1.50 KVA 6.00 KVA 1 LAUNDRY CIR AT 1,50 KVA 1.50 KVA i RANGE AT 12.00 KVA 12.00 KVA 1 WATER HEATER AT 4.50 KVA 4.50 KVA 1 DISHWASHER AT 1.50 KVA 1.50 KVA 1 REFRIGERATOR AT 0.90 KVA 0.90 KVA 1 CLOTHES DRYER AT 5.00 KVA 5.00 KVA 1 POOL PUMP 1.20 KVA 1.20 KVA 0-SPRINKLER PUMP AT 1.40 KVA 0.00 KVA 1 DISPOSAL AT &80 KVA 0.80 KVA 5 FANS AT 0.20 KVA 1.00 KVA 1 OTHER AT 20 KVA 20.00 KVA 0.00 SUB TOTAL #1 = 68.9b KVA SELECT GREATER OF 21.90 KVA FROM A C AT 100% OR 22.90 KVA 28 KVA HEAT AT 65% 18.20 KVA FIRST 10 KVA OF SUBTOTAL 1 AT 100% REMAINDER OF SUBTOTAL #1 AT 40% CALCULATED LOAD = MINIMUM SERVICE AT 240 VOLTS SINGLE PHAS �`EEDER NEUTRAL LOAD PER NEC SECTION 221 SUB TOTAL 2 = FIRST 3.0 KVA OF SUB TOTAL #2 AT 100% _ REMAINDER OF SUBTOTAL 42 AT 35% = 10.00 KVA 23.58 KVA 56.48 KVA 4850 SO FT AT 3 VA PER SO FT = 14.55 KVA 4 APPLIANCE CIR AT 1.501 6.0011KVA 20.55 KVA 3.00 KVA R 14 KVA SUBTOTAL 3 = 9.14 KVA 1 RANGE AT 70%X80% OF 12.00 6.72 KVA 1 DRYER AT 007 OF 5.00 3.50 KVA 1 REFRIGERATOR AT 0.90 0.90 KVA 1 DISHWASHER AT 1.50 1.50 KVA 1 DISPOSAL AT 0,80 0.80 KVA 5 FANS AT 0.20 1.00 KVA 1 LAUNDRY CIR AT 1.50 1.50 KVA SUB IUTAL #4 = 15.92 KVA CALCULATED NEUTRAL LOAD= SUBTOT #3 + SUBTOT #4 25.06 KVA MINIMUM NEUTRAL SERVICE AT 240 VOLT = I 104 AMPS THESE PLANS AND ALL PROPOSED WORK ( ( )y4/0 AND SUBJECT TO ANY CORRECTIONS IN 2" C DUCT FAN THRU REQUIRED BY FIELD INSPECTORS THAT WALL AND INTO MAY BE NECESSARY IN ORDER TO ATTIC. VENT THRU COMPLY WITH ALL APPLICABLE CODES. ROOF METER (3) 250 MOM THWN IN POWER C OR NY SIZED O a- Y • BY POWER COMPANY. $�� � m p J �o \ i i CWP \ ---' a Y VP \ i 6' MIN #4 TO z �2. % APPROVED GROUND, r OFFICE ; _ BUILDING STEEL 0 o �> GFI � � - - AND COLD WATER PIPE. m N ELECTRICAL ONE LINE Iry � I J NO SCALE i SD \ �� ---L; I DISg FrAU ._._.-. I. /._.-. -._.-- LIGHT W/ LENS COVER TYP IN CLOSETS VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www. Village -Architects, com AA26001195 W UU wL Q Qa �Faa'� UO)�Wo w �w o� 00 ImU W 04 �"u V 0 Cf Seal /Vffia:Q�Ytiepcats' Mitchell E. Miller rida Licence No. AR91772 of AIA, Inc. Copyright @ 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 4/30/07 5/15/07 PERMIT 6/29/07 B & Z Sheet Title: ELECTRIC SCHEDULE Scale: 1/4"-T-O" Comm.: Date: 04-009 2-8-04 Drawn: Checked: MEM MEM Sheet No. JUL 0 5 2007 4" CONCRETE SLAB W/ 12" 3'-2" 11'-4" 3'-2" OL CONC. THK'D SLAB EDGE W/ 1 # 5 BAR CONT kL ---26'��/2"---- 2'-6" Co I 17'-8" w I -5 1 /2" 3, 6" o L - - - - - - - - a -J ao o M. o 0 o ro n I 1 6'-9 1/" 1 3'-0" I 6'-8 1 /2" 1 I o F- — J I F2 1 4"RECESS I 1 a L------ —I 0 0 1 ' 1\ 11 a I --J L---- J L-------I I F2 I I 12" CONC. THK'D EDGE -3� h. \ 1 I F2=24"WIDE x12" DE P CONCRETE / 1 # 5 BAR CONT 1 I STEMWALL FTG. W/ #5 BARS CONTp I I N 6"STE I 00 1 1 00 R9 _g 3/1" 1 F41 0 M I F2 F21 61'sT P I \ NON BRG. 1 1 T J `r CONC. BILK I 6'-1 3/4" ro 1'-9" 5'-0" 3'-6 3/41'-11 / I F3=24%12" THICKENED SLAB 1L0 13'-10" 8" 2'-8" 2'-1" N I W/ 3 #5 BARS CONT. (TYP. I r _ _ — — — _ _ - 1 F3 AT INTERIOR BRG. WALLS.) 1 ---- I_ — — — — — — — — — — — — — — — — — — — — — — — cc 1 aF a. — — — — — 4. a — — — — — — — — — — — — NON BRG. — — — — — — — — — —VX6 — — - ItNI, >: F4 ----, rF2—L---------- ----------------------r----- —� --- —� 0 CON . BLK M I I 1 1 6" STEP F3 F2 0 1 0 6"STEf� I I v I STUDS 0 16"O.C. W/ "SIMPSON" SPH6 I I a — 1 STUD PLATE TIES T&B W/ 2x6 P.T. BOTTOM I I I 4 I I I I (LO F2 MN.TEMBED..) ATI32 ODCEW/ 3Hx03 xl/4" J 1 '°' I L— ® � 1 I I MAr 1 1 8%12" (+/-) CONCRETE COLUMN W/ WASHERS (TYPICAL, U.N.O.) I I I I (4) #6 BARS VERTICAL AND #3 H OPS 8" I g" 42"x42"x12" DEEP CONC. 1 g-g AT 8' o.c. 39'-4 3/4" 4'-2 1/4"1 1 4'-0• „ I `� , 1 EA WAY4#5 BARS BOTTOM 71 I I$ M LO I a" I 1 00 n LO LO 4"x4"x 1 /4" I I F2 6 STEP M m o (o STEEL I I I F2 1 6'jSTEP I 6"STEP FILE COPY w COLUMNS rn I \ 12" CONC. THK'D EDGE SLOPE I I 3"x3"xl/4" TS ON 24'x24 I I SLOPE I W/ 1 # 5 BAR CONT I I r7 I I "x12" DEEP CONC. FTG. 1 -~ 1 o I I F2=24"WIDE x12" DEEP CONCRETE W/3#5 BARS BOTTOM EA 1 NOTE: 1 1 1 to 1 STEMWALL FTG. W/ 3 #5 BARS WAY 1 _ CONT. I a I 1. CONTRACTOR TO VERIFY SOIL CAPACITY I I 6"STEIf Q PER GEOTECHNICAL ENGINEERS SPECS. 2x8 STUDS 16"O.C. W/ "SIMPSON" SPH8 I I 1 I 1 = FOUNDATIONS DESIGNED FOR AN ALLOWABLE n I I = I STUD PLATE TIES T&B W/ 2x8 P.T. BOTTOM F2=24"WIDE x12" DEEP CONCRETE L—� I 1 1 SAFE BEARING CAPACITY OF 2500 PSF. U.N.O. FOUNDATION LEGEND: I I PLATE W 1 2"DIA. WEDGE ANCHORS ( x5" STEMWALL FTG. W/ 3 #5 BARS / 2. PC - SIZE VARIES POURED CONC COL W/ VERT 1 I 1 n I MIN. EMBED.) AT 32" O.C. W/ 3"x3"x1/4" CONT. o BARS AS NOTED & #'3 TIES AT 8" O.C. F1= 18"WIDE x12" DEEP CONCRETE STEMWALL FTG. 1 1 I F2 WASHERS (T PICAL, U.N.O.) F2 I I W/ 2 #5 BARS CONT. (TYPICAL AT 1 STORY A, F3— — - J I NON BRG. v 3. BC - CONC BLK W ONE CELL FILLED WALLS) ----5------ —rr-- — / 0 00 I aL L"N -- z I--- ---------------------- ----- O I_! CONC. BILK W/ GROUT & 1 # 6 BAR VERT. SPACING TO BE _ N F2= 24"WIDE x12" DEEP CONCRETE STEMWALL -- — — ° � ao ° AS SHOWN ON PLAN. 32" MAX SPACING. O. r a T 77 L — C — — — — C ° FTG. W/ 3 #5 BARS CONT. — — — — — — — — — — — — — — — J 4. (2) # 5 5'-6" IN LENGTH IN CENTER OF 4" CONC SLAB AT ALL INTERIOR CORNERS. TYPICAL F3= 24"x12 THICKENED SLAB W/ 3 #5 BARS NON BRG. 1 4" 3000 PSI CONCRETE SLAB W/ TOPICAL CURING COMPOUND 1 I 5. T990 - 45 CONC BLOCK FROM "CRS RINKER" CONT. (TYP. AT INTERIOR BRG. WALLS.) CONC. BILKI AND STEALTH FIBER REINFORCEMENT ON 6 MILL POLY VAPOR I (3)#6 BARS VERTICAL IN EACH CELL TO BE FILLED W/ GROUT AND ®® \_ BARRIER 0 WELL COMPACTED TERMITE TREATED GRANULAR I GROUT FILLED CELLS AT _12" CONC. 1 FILL. PROVIDE DOUBLE LAYER OF 6x6-W1.4xW1.4 WWF 1 00 CORNERS TYP. 1 # 5 BAR IN EACH CELL VERT. F4 BAR CONT THICKENED SLAB EDGE W/ 1 # 5 1 AROUND P RIMETER I `°'T111S�LdIPE 1 6. T-46 CONC INSPECTION BLOCK W/ INSERTS AT BASE 0 1 1 EXTEND W F 30" MIN. INTO SLAB. F2 I , o OF GROUT FILLED COL. OPTIONAL. T-46 BLOCK DESIGNED 12" CONC. THK'D EDGE I FOR CLEAN INSPECTIONS OF FILLED CELLS ELIMINATING M PROVIDE C NTROL JOINTS IN SLAB SPACED I W/ 1 # 5 BAR CONT HAMMERING, CHIPPING OR SAWING. 1M1E$E ) APPROX. 5'-O" o.c. EACH WAY I r qND �A'NS AND I I S&�B�E ALL ppop o 6"STEM I 1 I F41 REQUIRED By CST®qNY ®SED by W,. CONC.#5 BAR CONT E ro I 1 n / / / I\ 6f S J P i C'Q�pY BE n ECE FIELD INS E�R� cTIONS K / # I I 3 1 2"x3 1 2"x1 4" `° / / I F2 / STEEL COLUMN I " 3' 4" 3'-4" T-6" 12'-2 1/4" 11'-4" 6'-8" 10'-2° �}^/dT1g APptAPyIN RSTO T 1'-7" 5'-8 4" 1'-0" 5'-8 1 2" 16' 8" 1 24'-9 1 2" �" a 1 �4LL ORD 1. NON BRG. I I 2'-0 1 /4" 2 3/4 w ABLE CODES. 12'-0" 4'-11 3/4" 5 -6 3/4" I I F — — — — — — — — � r>= F4 --CONC. BLK 1 — ----- --------- ----- -----J 1 J I oo ---- -_F3 --_---- - --E----- L..I I �— — ——12_CONCRETE BLOC --I --------------------- AF ' <' — — --- ------ VERIFY PIT DEPT 1L— a a I I a, " c� --- — — -- rI _ _ _ / %j 3 1/2"x 1/2"x1/4" v W/ ELEVATOR CO �__�---F1-J-----o------I \ — — — — — — — — — — — — — — — — — F1 / // _ MI F1 I 6" TEP, F1 1 I / STEEL C LUMN I, 12"DEEP CD I\ 1 1 I F1=18"W x12" DEEP cv p // I ELEVATOR P1\ \ 1 24"A2" THICKENED SLAB W/ I I AT GARAGESLABDOORESS F1 I rl / // \ 3 #5 BARS CONT. TYP OF 3 I I a I I CONCRE STEMWALL FTG. I 12" CONCRETE BLOCK °0 1 aI W/ 2 BARS CONT. 1 I I o 1 I I \ PROVIDE CONDUIT BELOW I I I I 7 I n 1 -0 I 1 I 0 I I rn L — — — — — al _ ' — SLAB FOR ELEVATOR RUNS 1 I 3'-4' 23'-10 3/4" I I 11'-21/4" I I F4 I M ----__ _—_—_--___ 11 1-- F1 12° CONC. THK'D EDG _ _ _ _ _ — 'ol I I 1 W/ 1 # 5 BAR CONT _ _ _ _ _ _ _ - _ _ _ F3 I I 1 o F1=18"WIDE x12" DEEP CONCRETE L'— — — qr 2"x12" CONCRETE BLOCK 1 I F — — — _ _ _ _— L _ I STEMWALL FTG. W/ 2 #5 BARS — — — — I 1 COLUMN W/ 4#5 BARS = " - I CONT. (TYPICAL AT 1 STORY WALLS) I I \ 1 1 CELL Y OF 3) sr \ \ \\ I —9 I 2x6 STUDS ®16 O.C. W/ SIMPSON SPH6 I 11 VERTICA IN GROUT FILLED 00 = I I \ r---� STUD PLATE TIES T&B W/ 2x6 P.T. BOTTOM I 1 1/2" SLAB RECESS I I \ \ 1 �1 1 AT GARAGE DOOR iv \ \ \\ 3 1/2"x3 1/2%1/4" STEEL L J PLATE W/ 1/2"DIA. WEDGE ANCHORS ( x5" 1 I I I 6'STEP I I 00 o \ \\\ COLUMN ON 42%42%18" DEEP - MIN. EMBED.) AT 32" O.C. W/ 3"x3"x1/4" 1 1 L wd I I a SLR - q, \\ CONC. FTG. W/4#5 BARS L--1 WASHERS (TYPICAL, U.N.O.) 1 I HATCH INDICATES I I I 1 I \\ BOTTOM EA WAY F3 J— GROUT ALL CELLS SOLID I I F— — — — — — — \.— o I I I I I— E� �_ I I I 1 ---- F4=12" CONC. THK'D I I I 1 I I 1 1 ____ �\ EDGE W/ 1 # 5 BAR SLOPE 2" TO GARAGE DOORS 1 I "' r , \\ I CONT F1 I 100 1 CABINETS ON 4" 6' STEP I I ? O \\� I I I 1 1 �„ CONC. CURB I - FQI I I I I - _ _ J 00 1'-D"I I 3'-11 1/ 4'_3" 3'-1 1/2" 8 ' 18" PH, 24"x12" THICKENED SLAB W/ -r = In I 3 #5 BARS CONT. to 1 2„ °'F1=18"WIDE x12" DEEP CONCRETE m 2'-4 3/4" m TERMITE TREATMENT' REQUIRED 1 � Qa L I I STEMWALL FTG. W/ 2 #5 BARS I I N 1 I CONT. (TYPICAL AT 1 STORY WALLS) A"CTM I 1 ® 1 F1 (� �� I F1 O O F1 a o I F1 - _ 1 1a ------------ ----------------------------- 1 A aB c2 0 al' 4 0 co) a a d El° a© al a' ¢I d' 0 °; ©a a'' Q I) - a= 1 ----—---------------- ----�------- ---- ------------'---------------------------- —I --a--------------------------1---------00 --- 2 oa 16'-7 1/4" 14'-4 1/2" 6'-18-0" 8'-5 1/4" 12'-131'-8" 1 1#6 BAR VERTICAL IN 1 10 1'-0" GROUT FILLED CELL 98'-11, EACH SIDE UF OPENINUb— — — — — L-- ------ --------- AND AT 32" o°hUNDATTnN.T'LAN 4" CONCRETE SLAB W/ 26'-0" -6 7 I 12" CONC THK'D SLAB L �, SCALE: 1/411-1'-01I EDGE W/ 1 # 5 BAR CONT VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 W UU W� Q a wwCW7w �I 0000 W 1:4 U : U Seal : Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: ALBERT A. GARGIULO, P.E. Structural Engineering Consultarrl LICENCE NO PE 3%182 324 SUNSET RD. WEST PALM 6EACH, r, 9RIDA Phone (561) 686-5554� Fax (561) 688-6546 41 Revisions 4/30/07 5/15/07 PERMIT Sheet Title: FOUNDATION PLAN Scale: l/4°=1'-0, Comm.: Date 04-009 02-20.04 Drawn : Checked MEM MEM Sheet No. S1 MAY 2 12097 TB7 TB7 12 8 P T LEDGER 1.. XIIIKI ' I m ii 9JG�i� A/C CHASES �s�C N�III�I B1 ~ B7 T i \F .:o.. TB7II\e�JII{l L1 T _._._.—._. _. _.—. 1 I - DEEP FLOOR GIRDER TRUSS (2)22x10 P.T. LEDGER O (2)2x1D P.T. LEDGER ,I �i I 5" TO 4 1 /2" THICK O i yl i 12'-0" CLG. HT. w I I i U i CANTILEVERED CONCRETE SLAB. w 0 ; II I M I TOP OF SLAB 'IS-6 �I I J ; I� m < I #4 TOP AT 8" o.c. ivl� a !IN 0 �II COORDINATE FLOOR TRUSSES W/ 00 16' ~ X PLUMBING DRAINLINES AND c14 it Vi I C' INSULATED METAL FLUE I Irk _B9--___-r TB7 L1II `�� II'\I O TB7 r--�\�-�I IL--------- T, 12'-0" HIGH BEARING WALL (2)2x12 HDR�.I iiiL �..I----'------------------------------------- It - - - - - -�-- — — — —------------------------------------- -=- i = : _ : _ : �_ S�ZLZZ� _ I I I 2x8 P.T. LEDGER I I (2)2x10 P.T. � EDGER___-_�� III m i i .III * I I SLOPE 1"1 m l\;l 11 I �)E I QQ I 1 I I I I W #4x3'-6" ® 12" O.C. I I l ii i J TOP (TYP. ALL AROUND) I i m I 'I1 I I m I•ia I I I - I--r----------�---- m I I ®12 Q.G. $OTTOM LAYE 7" TO 6" THICK (OUTER ) CONCRETE SLAB. TOP 10 OF SLAB 13'-6"- I o I : I Imp I I m I I ioa I * I I :' I IOW * I I I®z I likes. I ti% BEARING PARTITION 2x6's AT 16" o.c. III I I 1 LAYER 5/8" TYPE "X" GYP •• I I BOARD DRAFTSTOP tnlll22" DEEP FLOOR GIRDER TRUSS! fA ' — ' — ' — ' I--,.-- ' = ' — ' — • = : II^NV r, STEP END OF / Ir---------�� i GIRDER FOR STAIR I I I Bill ; r--------- Q_... �_____-__-- I�� 0III' I I ' ti 0III' STAIRI REFER TO 0I o...; DETAI�S ON HE T i I w I III: A10 U milli i l I 12'-0" CLG. HT. NIIII Is" 1 LAYER 5/8" TYPE "X" GYP IIII \J Dili BOARD DRAFTSTOP IIII *I III PROVIDE (3)2x8 POST AT EACH IIII END OF GIRDER TRUSS ...I _ '; (2)2x10 P.T. LEDGER I C C T _-------- i — i— ! —'. CDTB1 L III 22" DEEP GIRDER TRUSS TOP AT 13'-10" (2)2x12 HER : Il� �� BEARING PARTITION 2x8's AT 16" �i i III I 5" TO 4 1/2" THICK I� III W CANTILEVERED CONCRETE SLAB. I li I w o ° I TOP OF SLAB 13'-6" 0a (� ll I w 12'-0" CLG. HT. l i ; m K A-#4 TOP AT 8" o.c. 1 II!F— . I. �LIa. m III I o l iii X N � '6" I I I �IIII � h I--- x6 lIl G,J� BEARING PARTITION 2's AT 16" o.cl'I ll I n �V / II h III S�' �0�1 / � II I m I 111111 • 0 =---- .i . _ . _ . c-_---------- --� (2)2x12 HDR r1---R -------------T-------- _'_' ---------------z= -- Ili (2)2x12 MDR ; — — — _ llI i I OPEN FOR IIII (2) 2x8 LEDGER 'CRICK {i i i i ELEVATOR CRICKET E: SECOND FLOgRI Ili c'o� i III W LL EARS _Il I I w GIN III G D'ER TRUSS I ------------ III; ar 0 _T�III � N IL II O i I 24" DEEP GIRDER TRUS 12 0' CRICKET III o_ III N o 10'-0" CLG. HT.\ Ill�\�`'h� RIDGE y/A ��GO`� RIDGE x I I 10'-0" CEILING HT. m I 1 o i i 10'-0" CLG. HT. �e I 10'-0" CEILING HT. I JQ� I I I I I r-I I I 1 9'-0" CEILING HT. I I 9'-0" CLG. HT. I I I m^ U� � J N � w z " O.0 R LA' 'E 1" 5" TO 4" THICK CONCRETE SLAB. TOP OF SLAB 13'-6" O Om NOTE: CONCRETE BLOCK PILASTERS AT BALCONIES SHALL BE 12"x12" -CONCRETE BLOCK W/ 4#5 BARS VERT IN GROUT FILLED CELL W/ 8" THICK CONCRETE CAP ** INDICATES ARCHED CONCRETE BEAMS A II G9< II I� I I VAUL ! ! CEILIN13 81 2x8 P.T. L G9 JP I I I I ROB 2 BS 8'-4" BHin FILE COPY THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ;III' III � m DORMER ;IIII III mi I �`. IIII III III III ; ' illll � ; I ���� III III III ' (IIII IIII ; III III III% illll �i ; ;,III °DI i--------J IIT` III III � III III ------ Iff--------------- 17 m ------- ; � III 1111� III III? D�Ill OPEN FOR, STAIR---------------IN���� � I ?III IIII ��III; I III� i ; ' III w IIIW ��, I will �IIIII B_R_G. WALL �11L---------------W� I III ---- ;IIII ; I III of III GUEST SUITE IIII IIII illl; I I ii� W m W WiIP`, III $III 8'-4" CLG. HT. Illo $III \`� IIIII III III 1 LAY5/8" TYPE "M" GYP I 8'-4" CLG. HT. � III •• III BOARCI:j� DRAFTSTOP III ... III III � III III III III III 10'-0" CEILING HT. ti% 3 1/2- (2) 5/8" DIA EPDXY SET BOLTS C AR (x6" MIN. EMBED) AT BACK SIDE 5 4" (2) 3/4" DIA. THRU BOLTS lil 6" PLACED IN VERTICAL Y� i GRAIN OF WOOD 2.. ALL PLATES= 1/4" USE 1/4" FILLET WELD W/ 1/4" FILLET y TO CONNECT STEEL WELD BUCKET TO STEEL COLUMN STEEL BUCKET DETAIL SCHEDULED BM. SEE BM SCHEDULE FOR SIZE AND REINFORCING / 1-#5 EA. FACE \ EFER TO ARCHITECTURAL DWGS FOR RADIUS N.T.S. II GABLE END Ia ZONE # 3 ZONE # 1 ZONE # 2 NAILING PATTERN Sd RING SHANK NAILS ZONE # 1 4" O.C. AT EDGES ZONE # 2 6" O.C. AT INTERMEDIATE ZONE # 3 � 4" O.C. AT EDGES 6" Q.C. AT INTERMEDIATE NOTE GLUE ON SHEATHING TO TRUSSES 4'-0" IN FROM ROOF PERIMETER VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 W U �-i hil 0 O O � w U �U � V Q t� Seal: Mitchell E. Miller Florida Licence �*o. AR97772 As Principal of Village Architects AIA, Inc. Copyright ©2006 Village Architects AIA All rights reserved. These drawings me the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: ALBERT A. GARGIULC: r: Structural Engineering Consultan LICENCE N0. PE 32582 324 SUNSET RD. WEST PALM BEACFI, FLORIDA Phone (561) 686-SDS•1 Fax (561) 688-6546 Revisions 4/30/07 5/15/07 PERMIT Sheet Title: LOWER FRAMING PLAN Scale: Comm.: Date 0a-o09 02-20-04 Drawn: Checked M1LL.d MEM Sheet No. W CV � MAY 2 12007 1#6 BAR VERTICAL IN . GROUT FILLED CELL EACH SIDE OF OPENINGS AND AT 32" o.c. MAX 23'-0" BH B14 M 24'-0" PLATE HT. x M DESIGN CRITERIA: DESIGN CODE: FLORIDA BUILDING CODE 2004 WITH 2O06 AMENDMENTS SUPERIMPOSED LOADS: ROOF: 2nd FLOOR DEAD LOAD = 25 psf LIVE LOAD = 30 psf DEAD LOAD = 20 psf TOTAL 55 p LIVE LOAD = 40 psf = psf LIVE = 60 psf WIND: mM WIND SPEED= 140 mph EXPOSURE "C" BUILDING CATEGORY -II INTERNAL PRESSURE COEFFICENT= 0.18 WIND IMPORTANCE FACTOR = 1.0 7 MEAN ROOF HEIGHT= 28'-0" M FOUNDATIONS: FOUNDATIONS DESIGNED FOR AN ALLOWABLE SAFE BEARING CAPACITY OF 2,500 psf. CONCRETE: 3,000 psi FOR FOOTINGS AND SLABS ON GRADE. 3,000 psi FOR ALL STRUCTURAL CONCRETE (U.N.O.) W/ WATER /CEMENT RATIO = 0.54 4000 PSI FOR ALL EXT BALCONY SLABS W/ WATER M CEMENT RATIO = 0.4. REINFORCING STEEL: CONFORMS TO ASTM A615, GRADE 60 DEFORMED BARS. WELDED WIRE MESH: CONFORMS TO ASTM A-185. MASONRY WALLS: MASONRY UNITS: ASTM C-90 (f'm = 1,500 psi) MORTAR: ASTM C-270, TYPE "M" OR "S" GROUT: ASTM r1 C-476 (PEA GRAVEL CONCRETE IS PROHIBITED) M STRUCTURAL STEEL: STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A-500, Fy = 46 ksi. STRUCTURAL STEEL PLATES SHALL 1 CONFORM TO ASTM A-36. ALL SHOP CONNECTIONS SHALL BE 20 WELDED UTILIZING E70XX ELECTRODES. WOOD: STRUCTURAL WOOD COMPONENTS SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE FIBER STRESSES: BENDING: 1,200 psi SHEAR: 90 psi WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PROTECTEC OR PRESSURE TREATED IN ACCORDANCE WITH AITC-109. MANUFACTURED WOOD: MEMBERS DESIGNATED 'LVL' (e.g. , 1-3/4" x 11-7/8" LVQ SHALL BE LAMINATED VENEER LUMBER AS MANUFACTURED BY TRUS JOIST MacMILLAN (MICROLLAM), OR ENGINEER APPROVED SUBSTITUTION. Fb = 2925 psi, E = 2,000,000 psi, Fv = 285 psi. RB3 BLOCK WALL 24'-0" PLATE HT. 23'-0" PLATE HT. M .m M 23'-0" B.H. 22'-3" SOFFIT. 9'-0" CEILING HT- - —G —-------r�- 9 RIDGE w B14 ��Q CHIMNEY 10'-0" CEILIMG HT. CHIMNEY (3)#6 BARS VERTICAL IN GROUT FILLED CELLS AT EACH CORNER 23'-0" BH M, r. �y \ llt�y FRAME WALL W/ 2 �y STUDS AT 16" O.C. RAME WALL 9'-0" CEILING HT. FRAME WALL W/ 2x6 STUDS AT 16" o.c. 23'-0" B.H. 22'-3" SOFFIT. WALL 24'-0" PLATE HT. 0� 24'-0" B.H. 23'-3" SOFFIT. 20 10'-0" CEILING HT. o ,C-------------------------- ' \ VAULT IIIIIIR CEILINGING � \AT 6:12 PITCH IDGE / /I I I DORMER BARREL 4'-0 —E) --G) (l— —J� --- ---- �i --- 613 24'—D" B.H. I M I IX 23'-3" SOFFIT. WALL 24'-0" PLATE HT. 23'-0" PLATE HT. Om CONCRETE BEAM SCHEDULE (fc=3,000 PSI, U.N.O.) BEAM No. TOP OF BEAM ELEV. SIZE REINFORCING STIRRUPS REMARKS BorroM TOP CONT. C E M RB1 10.-0.' B"x12" 2 #5 1 2 #5 — — — SEE NOTES BELOW RB2 9'-0" 8"x12" 2 #5 1 2 #5 — — — — RB3 24'-0" 8"x12" 2 #5 2 #5 — — — — RB4 8'-4" B"x12" 2 #5 2 #5 — — — — B1 10'-0" 8"x24" 2 #5 2 #5 — — — #3 AT 12" 2 #5 MID B2 1D'-0" 8"x24" 2 #5 2 #5 — — — 83 0 M I T B4 1 D'-0" 14"x24" 3 #5 3 #5 B5 10'-0" 12"x33" 3 #6 3 #5 — — — #3 AT 12" B6 B'-4" 8"x22" 2 #5 2 #5 — — — 2 #5 MID 67 W-4" BN16" MIN 2 #5 2 #5 — — — ARCHED BEAM, ADD 2#5 BARS BOTTOM AT ANGLE Be 8'-4" 12"x13" 3 #5 3 #5 — — — 89 13'-6" 14"x34" MI 3 #5 3 #5 — — — ARCHED BEAM, ADD 2#5 BARS BOTTOM AT ANGLE BID 13'-6" 16"x48" MIN 3 #5 3 #5 — — — ARCHED BEAM, ADD 2#5 BARS BOTTOM AT ANGLE B11 13'-6" 16"x54" MIN 3 #5 3 #5 — — — ARCHED BEAM, ADD 2#5 BARS BOTTOM AT ANGLE B12 13'-6" 16"x12" 3 #5 3 #5 — — — B13 24'-0" 8"x24" 2 #6 2 #5 B14 23'-0" 8"x12" 2 #5 2 #5 B15 23'-0" 8"x24" MIN 2 #5 2 #6 ARCHED BEAM, ADD 2#5 BARS BOTTOM AT ANGLE B16 24'-0" 8006" MIN 2 #5 2 #5 ARCHED BEAM, ADD 2#5 BARS BOTTOM AT ANGLE TB1 13'-10" 8"x12" 2 #5 2 #5 TB2 13'-10" 8"x46" MIN 2 #5 2 #5 4 #5 BARS MID, ARCHED BEAM, ADD 2#5 BARS BOTTOM AT ANGLE TB3 13'-10" 8"x66" MIN 2 #5 2 #5 4 SETS OF (2) 2 #5 MID BARS TB4 13'-10" 8"X16" 2 #5 2 #5 — TB5 10'-4" 8"x12" MIN 2 #5 1 2 #5 T86 13'-10" 8"x38" MIN 2 #5 2 #5 (2)2 #5 MID BARS BN22" 2 #5 2 #5 #3 AT 10" 2 #5 MID L1B713'-10" 8'-8" 1 PRECAST "x8"PRECAST LINTEL 550 PLF BEAM NOTES: 1. ALL BEAMS SHALL HAVE #3 STIRRUPS AT 24" o.c. MAX. 2. CONCRETE BEAM DEPTHS VARY + OR — 2" FOR MASONRY OPENING REQUIREMENTS 3. ALL BEAMS OVER 24" IN DEPTH SHALL HAVE 2#5 BARS MID PER 12" OF DEPTH ** INDICATES ARCHED CONCRETE BEAMS FILE COPY 14'-0" PLATE HT 13'-3" SOFFIT. __¶ _-_____ III ;III ;IIII IIII; ;IIII IIII; I ;IIII DORMER illll illy DOF ME IIII III III IIII 411� IIII' 'III' ipp III ,IIII IIII, ,IIII IIII, III L--------------------------I IIII` - IIII IIII - I K> I I I v UME CLG. IIII; III III vl III III II IFY HT. illli y III III III III i II III III III; ��II IIIN WIII IIII ;II III III illy III IIII W III III i II III IIIII IIIII i II � III WII ' II IIII WIII IIIW ;II WIII III IIII RIDGE OIIII I110 I aII IIII 111 II II IIII III 1 Ill o ;11 3111 -------� II ; 1116 III 111 ; II III III IIII, oil _______III __ _-_-III _______ ih/,o III i II II I , III III III III ; I III IIII, VOLUME CLG. III Illli Ill VERIFY HT. III i II III IIII; ��Q III III III III ; II III III �Illi III III III III i II III III IIII; III III III III j II Ill III �Ilh III Ill Ill III ; II III III III III ______--- III _______________III___________III________- 1 III ---------- -- — -------------------------`--u�'----------��----------- III III III m m m III III III III 111 m m m III III III III III III III III III III III III III III III III III III III III III III III III III III` III III THESE PLANS AND SUBJECTN®glVPROPOSED WORK REQUIRED BY FIELp CORRECTIONS MAYBE NECESSARY I PECTORS i COMPLY WITH N ORDER i0 i ALL APPLICABLE CODES. VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001193 Seal: Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing, Consultant: ALBERT A. GARGIIJLO, P. Structural Engineering Congul LICENCE NO. PE K� 52 324 SUNSET RD, " WEST PALM SEAC-h FLORIDA; Phone (561Y-685-5554\\ Fax (561) ri86-6546 \\ Revisions 4/30/07 5/15/07 PERMIT Sheet Title: UPPER FRAMING PLAN Scale: 1/411=1'-0" Comm.: Date 04-009 02-20-04 Drawn : Checked: MEM MEM Sheet No. S3 MAY 2 1200 SHEET REINF( U=448# O 12'-0" HIGH BEARING WALL ,B REFER TO SIZE AND T U=2872# D A 10' (211 A 0 40 SO. FT. U=1696# B A HT. 10'-011 CEILING HT. 9 �9'COI''ICLGH 2x8 P.T. AT 24" 0.c. '1211 P LED N H Q 12' " CU. HT. W � DRAF FSTOP AREA 1, I= APPF DX 43A SQ. F . o ORDI TE F OR T SSES / UMBI DRAT LINES ND I SULAT D ME L FLU w 0 -]Ll> _ 14__1210„ 1 1 G ti 6 N H Q to W 0 0 0 0 w 12'-0 CLG. T. w 0 DEEP STLJI COL. IIIII � RICKED i 0 e_g - -_ I 2 ' DEE GIRD TR Ly U=1696# U=2872# D A B A DGE D OFIIGIRD I AYERAT �15/8" REA SQ. 1 BOARD XI POS I TRUS AYER D ATE ---- /8" AFTS CH -A SS TOP A 13'-1 " ON 2x8's kT 16" o.c. - RAFTS OP AI kPPROX 433 H Q w 0 0 a- UJ ° BEAF NG P/ 0 0 12'-0 HIGH N BEARI JIG WA -- - ---- --- y�A J =851 OPEN FOR ELEVATOR oili� I J IN CANTILEIVERED l CONCRETE .lam I SLAB R FER N illy 1 TO SHE T S2 FOR SIZIE AND li\i REINFORCEMEN ?)2 2 HL ---- M. 2x8 P.T. LEDGER 1 I m II , II i i i I�rT-------r----� 1� 1 I I I J______J_� jL01�II1I�2p', DEEP FLOOR GIRDER TRUS I 1 - I I 1 i9111 s- — --g:•—;� =-------- MIT /!STEP END OF /------- -icy i n Iw ... �•. GIRDER FOR STAIR/ _____ --- gill ----_�1 CONCRETEIS AIA REFER TO ����l /' I'�ti SHEET S2IF(DR1 SIZE AND STAIR REFER TO I I \i REINFORCDM Nil DET IS ON SHEET I I lallll /•� A 11W`I IIII ',' IN I Ill E N l Illi/ \ ii l l irr.t! ice. (2)2xlg HDR III\I I Y I II I I [if rCANTII1 ll'� Il iEVERED CONCRETE I '�� 1SLAB IREFER TO SHEET S2 J � i�i\i FOR SIZE AND REINFQRCEMENT ao i1 U=217# x Ili N �I� ! l A v I 1l — I 1 I ITION 2x6's AT 16" o.cj II I STL. COL. E EL( --- (2)2,12 HD c1 I —•— —• IIII- (2) 8 LED R Illi S, CRIC <ET D K oU 1127# U 197 _= a II I - III N � r nni on n� 10'-0� COEILI GCLG. HT. U=1325# U=1255# O A ADD LS70 CLIPS AT ACH B A TRUSS BOTTOM CHO D AT 2x8 P.T. EDGER M 2x8I I.T. L ER _ TOTAL DEFLECTION OF FLOOR TRUSSES NOT TO EXCEED L/480 TRUSS COMPANY TO ALLOW FOR WEIGHT OF AHU'S IN ATTIC DRAFTSTOP NOTE: CONTRACTOR SHALL PROVIDE 1 LAYER 5/8" TYPE "X" GYP BOARD DRAFTSTOP IN AREAS OF FLOOR TRUSSES AS INDICATED. DRAFTSTOP AREAS NOT TO EXCEED 500 SQ.FT. ALL TRUSS CONNECTORS SELECTED ARE BASED ON AN F2 LATERAL FORCE OF 503# AT EACH TRUSS FILE COPY QUSUB ESCT�OALL PROPOS MAYNo By FIELD N CORRECTION RIC CO�PIy �H ALL �p �� A Rp R T T E COpES, "SIMPSON" TRUSS TIE DOWN CONNECTORS MARK MODEL PRODUCT CODE NAILS TO TRUSS NAILS TO SEAT/TOP PL. ALLOWABLE UPLIFT # LATERAL LOADS # PARALLEL PERPEND. �A LTA FL1423 12-1Od x 1 1/2" EMBED 1420 485 1425 E HETA16 FL1901 10-10d x 1 1/2' EMBED 1810 335 730 © MTS12 FL474 7-10d 7-10d 1000 - - © HHETAl6 FL1901 12-10d x 1 1/2" EMBED 2235 335 730 �E HD2A FL503 (2)5/8" (2)5/8" 2775 - - QF 0 P E N - © HGT-2 FL474 16-10d (2) 3/4" 10980 - - LS70 FL474 5-10d 5-1Od 580 - - H10 FL474 (8) Sd x 1 1/2" (8) 8dxl 1/2" 905 585 525 HUS26 FL3750 6-16d 14-10d 1550 - - �K HUS28 FL3750 8-16d 22-16d 2000 - - NOTE: 1. ALL ROOF TRUSS TIE DOWN CONNECTORS SHALL BE GALVANIZED. TRUSS CONNECTOR PRODUCT CODE NUMBERS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. SUBSTITUTIONS ARE ACCEPTABLE WITH THE APPROVAL OF THE STRUCTURAL ENGINEER. -,�_T-_-- 0_,r--n-- I---T�----Ir---, --T m--n--�F--fir-- -,--�E E II r___{_____r I �r 1I/ J I I I 11 11 .I II ��-� IIII a\ II II IIIII IIII IIII II IIII IIII II II II 1I III / I IIII U=956# N I I II II IIII IIIII IIII II IIII IIIII II II II ii III i 8 A IIII IIII II ill RxfiER— 111 II II ill, 10 B A u=1577# IIII � II _ II _JIIII !III�____�;�___11____JIII1 IIIIL__ll__JL__ III III � �III _Illll I IIII — I I I I i l II al I I I I'I I I I`�I I I 11 11 �' I I I I II I I r-- -r VAU CEILI I IIII In M �I I � H, II i III HAND FRAMING III IIII II III HAND FRAMING III II ,11 i `��I1 IlIH lii III 1 ill l _ _ I 11 i 111 FLOOR BETWEE IIII 11 III FLOOR BETWEEN IV 11 NII II III ' III II II mil+ 1 III� �;1 `y DORMER GIRDER II DORMER GIRDER I II h*.I III TRUSSES. II IIII III TRUSSES. III �, I II 1 II II III IIII II III Ur II II i II IIIII III III I Illii III III �I N I`ll! MATCH BOTTOM MATCH BOTTOM AT IC ST AGE — �y -1r _tt-J IIP CHORD OF III IIII II III CHORD OF ;III II II I _ _ Illii 11� — — �I TR SSES i F ��� TRTSSTRUSS III II II II II III IIII JIII g �I 1 III IIII IIIN ; ' I II tnl IIIII III a III � �, IIII OPEN FOR II 1 `.� III IIII II IIh 1 IIII II II FI STAIR III ,>��____I�i 1 IIII II II �i __ IIIII 11F D IIII IIIII III ~III AHu# i III IIIY 1 ; ' III IIII II IIII ��� 1 IIII II II of Iliii III = J�II3 ___ -- ----r--=R=G. _W_AL#L----Iiiii 11 -'`-�y1 . 0IlIlIlI IIII II IIII oIN AT ---- --- IflII118 �yF JP` III =_—==—==_== illllIiiiI III II I •IIII % 1: "IIIIII 8III1I IIII IIIIII" �`�IIIIII IIII IIIIII 110 IIIIIIi!I!I IIIIIII$,S--- II ==== III ILDqI W - W II I IATAQl P THR ILL 0II CL�. HT. III0 IIII IP�� II 1111ii III==��_ __ IIII ills III III DRA4STOP WREA #5= III II `I� I111ii III IIII 1HU III Ill 11' — A-P—P—N�b_X _4_9_C�IIrISQ. FT. ---------- p-------_---!II _- —__ _----------mII ---IIPI --�II -`-� ��i IIlI liiIiiI IIILI = —_ J_IlIIl IlI _ II III IIII �II�__ % I I I III III ii III LAY R 5/8 TYPE M' GIP Iii I�==11 CLq H �I Ill Ill Hill 11 BOAR[ DRAFTSTOP III II II i III III l IIII � 11 II II II III III IIII II III III II II Ilii III � Ill! ---- ---- - --�A1 %-- - II -- �I---�I--Jll- -------Jll----11u---JL----llL-=--------llL--li--JL__ =r— T--- �L 1 =L- ---- ---- -1--- -- �L --�-J --- -- -- - ------ - ---- ---- -----=-------- -- -- -- L-Jll----Ulr'-- B A L BOTTOM CHORD OF BONUS ROOM TRUSSES' U=956# 7 U=1255# B A B A U=1577# O U = 358# VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www. Village -Architects. com AA26001195 Seal: Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects ALA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings me the Property of the mchitect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: ALBERT A. GAAr5& . .Structural Engineea.LICENCE NO. PE324 SUNSET RDWEST PALM BEAPhone (561)Fax (561) Revisions 4/30/07 5/15/07 PERMIT Sheet Title: LOWER TRUSS PLAN Scale: Comm.: Date 04-009 02-20-04 Drawn: Checked: MEM MEM Sheet No. T1 MAY 2 1 2N7 Jlr U=2346# E 23'-0" BH 24'-0" PLATE HT. A U=358# I U=358# U=2819# A VID � U=1324# U=7130# (G U=7130# G U=1324# A Y B A U=2819# U=358# A BLOCII WALL 24'-0" PLATE HT. U=1902# HD2A(2PLY TRUSS) E Uallow=2775# 23'-0" PLATE HT. o- U=358# 23'-0" B.H. 22'-3" SOFFIT. CEI U=2346# 23'-0" BH E 24'-0" PLATE T. II 9�C FJ-CHIMNEY w I I I o � RIDGE I 1 1RIDGE I I I I 1 '-0" CEILING I I HT. Q I . — I ti% U III 23'-0" B.H. 22'-3" SOFFIT. O U=358# -0° =358# A UU=2819# D X A ) B q� U=1048# U=�-1-3324# A 8 U=1738# i i II II II i USE LS70 CLIP W/ 5-10d NAILS II DOR�{EI�I i I AT EACH MEMBER. TYPICAL AT 24'- " B. A B I I I CONVENTIONAL FRAMING U=6095# 2'-3" FFIT. I I I II I II I i CONNECTIONS AND FRAMING TO II II II II I I TRUSSES. II II II II ---- ---- ---- -- __-- __-- 1 FASTEN 2x6 BARREL RAFTERS TO fr =1� I tii II I BARREL PANEL (2x4 SANDWICHED I II II I N BETWEEN 1/2" PLYWOOD PANELS) 10'-0 CEILI G HT. i I II of I II ALL CONVENTIONAL FRAMING 2x6 1 1 ~ II o MEMBERS ---- ---- ---- -- II I q w II II d' _ / LL_ I rt II VAULT CEILIN / I I i U=358# T 6:Z PITCH w / I I USE LS70 CLIP W/ 5-10d NAILS AT EACH MEMBER. TYPICAL AT I I II II CONVENTIONAL FRAMING II CONNECTIONS AND FRAMING TO BARREL RO "'1 I I TRUSSES. S) U= 5# 24'-0- B. 23'-3" SOFFI U=1324# AB a A U=2819# WALL U=358# 24'-0" PLATE HT E U=2346# O 23'-0" PLATE HT. 4'-0" U=1048# A B O I U=270# FASTEN 2 6 BARREL RAFTERS TO BARREL PANEL (2x4 SANDWICHED BETWEEN /2" PLYWOOD PANELS) A B U=1738# In In J 3 REFER TO T1 FOR TRUSS CONTINUATION rZ ALL TRUSS CONNECTORS SELECTED ARE BASED ON AN F2 LATERAL FORCE OF 503# AT EACH TRUSS ��Q II II II i)2k II 1 -Txrs--A'r 7 1 16" o.c. 1 _ DORMER ROOF FRAMING U=2100# U=2100# A B A 8 U=1738# B A I I I r •�-� • _� I I I I _ I I l l I II II II II I i II DORMERI i i II II II II i I t i I I 1 l l 1 II II II II i II IIDQI MIE i II II II II I 1 i II II II II i i I 1 i II II II II I I II - � II II II II I I ti, II II II II II I I II II II II II II D I RT A US II II II -it---ii- ---- I -t-- - II I � II 1 - T rt In II T R GI_ Ilo o II II" t II II II II Ilw VOL VERI M CIL 7Y IHT. 3. g II II II II jr II II III III IIL_ I o o II II II II _IL JI IL JI_ A F Tr i Ir — -� I I I I I -- II -�l -fL- �I — II II II II II II II II II II II II II II II II II II II II --- - -- I I I I � ---- -U-�f 11 f1 II II II II II II II II II II II II II II II II II II II II �U/=1255# A X U > 14' PLATE HT 13' ' SOFFIT. / t- FILE COPY UU=1738# F) THESE P '4Nb SUg E� ND All p REQUIRED T TO AN y ROP05ED WO COMP!BW tEA� S RV � PECORS THAS APPI.•ICABzE ER toCODES. IU=270# T REFER TO T1 FOR TRUSS CONTINUATIO VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 Seal : Mitchell E. Miller Florida Licence No, AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: ALBERT A. GARCIULO, } Structural Engineering Consul LICENCE NO. PE °,2582 324 SUNSET RD: WEST PALM EEACh, FLORF)N Phone (561�.6d6-55E-4 Fax (5611 Efiti-6546 Revisions: 4/30/07 5/15/07 PERMIT Sheet Title: UPPER TRUSS PLAN Scale: 1/411=11-011 Comm.: Date 04.009 02-20-D4 Drawn : Checked: MEM MEM Sheet No. T2 1W 2 12007 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ® \ �C 3 ABC# \ \ I AHU 1Ox6 1 W 2 \ 82 CFM 214C W \ 16 5" 16 \ 24 \ 6° 116 16 18 \ 16 \ 1 8x8 2 WAY 1 \ 7" 140 CFM I \ I \ 10x10 4 WAY 1Ox10 4 WAY I \ 145 CFM 145 CFM \ ----- I ---- \ \ ----- ---- \ I I I II II II I I \ I I I I I I I a' -- \ I G------- I—` J L — — — — — - �— ---�� �� 12x8 �I�U 146 CFM 1— 4 WAY —1 r------------- 1— 4 WAY 1 r — 228 CFM 1228 CFM II I I I I I I \ II II II „ 8I I I I I \ I I I I I I I I I I I I \ I I I I II9" II I I I I \ I 12x8 FILE COPY I I I I I I I � I I I 0 _------J L-------- — --- �0 1 146 CFM � I I 1 \ r-------� I--- ,. 9 I II \ I I I II II II I I \ I I 11 16" \ NOTE: REM ANGULA D4IC VERIFY U T CL A AN E MAY BE SUBSTITUTbb A6 THRU R C R \ ----- I-------- — — — — — — 1LNEEDED ---- _ \ THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS \ REQUIRED BY FIELD INSPECTORS THAT s \ MAY BE NECESSARY IN ORDER TO \ COMPLY WITH ALL APPLICABLE CODES. 8 12x12 4 WAY \ 103 CFM I \ 8" I \ I I I \ I I I I I I \ 12x12 4 WAY I \ 103 CFM VERIFY DUCT CLEARAN THRU STRUCTURE 12" \ 7-7-7-7-7-7- - — — — — — — — — — — — I °I 1Ox6 \ 83 CFM 8x8 4 WAY I III I I \ I I 65 I II I I \ I I I r ' NOTE: R AN LAR UCT — MAY BE SUB T I I 1 I \ NEEDED 5" I I I I \ 12" I I I I I I 1 1 36 I I I I 12x12 4 WAY 9„ L — — — — — — — — — — — J L---------I--� I I 223 CFM r---- _ --rt 7 20"x12° 1 TTTTI I 18, I I I I I I I I I 2D' i i t 9 7„ 7„ _I 1 i0x10 4 WAY i 12 8 1 WAY T--- L---------J 10 12x12 4 223 C MWAY II ❑ AHU I I I I I AIR CONDITIONING IN 1 j L———— — — — — —L GARAGE FOR DEHUMIDIFICATION ONLY ; ----- - - - - - - - - - - - - ---- --- --O -0------� l- -- AHU #5 FIRST FLOOR PLAN VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 W U W� Q w � O W CW7 Q w 0000 w U Seal: �r Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 5/14/04- 5/25/04 5/15/07 PERMIT Sheet Title: FIRST FLOOR MECH PLAN Scale: 1/4"=V-0" Comm: Date: 04-009 02-20-04 Drawn: Checked: MEM MEM Sheet No. M1 L�� '.-, - k SCALE: 1 / 411-11-011 MA4w 2 12007 t �J I I W.I.C. 10x6 1WAY 15 CF 1Ox6 1WAY 65 CFM.,. 5" 10x10 4 WAYL 6„ L 151 CFM I I MA BATH I I I I 12x8 1WAY 8, 9„ 115 CFM W.I.C.. � I I L — — —J I I r3 a" I I 12" I BRI E 12x12 4 WAY 12x12 WAY 120 CFM 120 CF I 1Ox6 4 BALCON MASTER BE I 112 CFM 7" 7" 6" 9" 1 8., 10, 14xl 6 — — — — 10x10 4 WAY 0 24 110 x STUDY 9„ AH #3 HA L 18° 1 1Ox24 9„ 12" I 1000 4 WAY 1 110 ► 6„ CANTILEVERED BALCONY 12x12 CANTILEVERED BALCONY L I I BALCO I I F FILE COPY EQUIPMENT SCHEDULE UNIT 1 SEER 13.0 HSPF 7.7 MAKE TRANE 5 TONS COND. UNIT MODEL # 2TWB3060 A/H UNIT MODEL # 2TEC3F60 HEATER MODEL # HEAT PUMP SENSIBLE COOLING 42,000 LATENT COOLING 18,000 TOTAL BTU's 60,000 EQUIPMENT SCHEDULE UNIT 3 SEER 13.8 HSPF 7.7 MAKE TRANE 3 TONS COND. UNIT MODEL # 2TWB3036 A/H UNIT MODEL # 2TEC3F36 HEATER MODEL # HEAT PUMP SENSIBLE COOLING 25,200 LATENT COOLING 10,800 TOTAL BTU's 36,000 xC II / 1 90W1W Y � ATH #4 I/X\ELEV. L\\�J "- C 100 1 W \ 102 C I\ 20x2D • 7„ z \ I/ F —1 / 1Ox6 WAY / 49 M / W.I.C. L-1 / //A U 5, r 12" 12" 10" z' e, 9 I' r 8Y1cYv:aa. 10" EQUIPMENT SCHEDULE UNIT 2 SEER 13.0 HSPF 7.7 MAKE TRANE 1 1/2 TONS COND. UNIT MODEL # 2TWB3018 A/H UNIT MODEL # 2TEC3F18 HEATER MODEL # HEAT PUMP SENSIBLE COOLING 1,260 LATENT COOLING 540 TOTAL BTU's 1,800 EQUIPMENT SCHEDULE UNIT 4 SEER 13.0 HSPF 7.7 MAKE TRANE 1.4 TONS COND. UNIT MODEL # 2TWB3016 A/H UNIT MODEL # 2TEC3F18 HEATER MODEL # HEAT PUMP SENSIBLE COOLING 12,600 LATENT COOLING 5,400 TOTAL BTU's 18,000 \ i / 1Ox10 2 WAY / 145 CFM / GUEST X. / I \ I \ I \ 1Ox10 2 WAY \\ 145 CFM \ z12 x??\ 8" I e THESE PLANS AND AND SUBJECT TOAAL PROPOSED WORK NY CTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. EQUIPMENT SCHEDULE UNIT 5 SEER 16.0 HSPF 8.2 MAKE MITSUBISHI 1 1/2 TONS COND. UNIT MODEL # MSZ—A15NA A/H UNIT MODEL # MSZ—A15NA HEATER MODEL # NO HEAT SENSIBLE COOLING 12,600 LATENT COOLING 5,400 TOTAL BTU's 18,000 VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 W U W� Q O wwCW7w Q ` O O W=� � W OU) Seal �j 1 v Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions 5/14/04- 5/25/04 5/15/07 PERMIT Sheet Title: SECOND FLOOR MECH PLAN Scale: 1/4" = 1'-011 Comm.: Date: 04-009 02-20-04 Drawn : Checked: MEM MEM Sheet No. NO BACK CHARGES WITHOUT PRIOR APPROVAL FROM A REPRESENTATIVE OF TJ TRUSS CORP. Zv 1278 ___ 2848 -_ _._ 13'10". N 2974 FT7T w R FLAT CLd: I_ w 11' MAX HEIGHT 2-PLY, 22" DEEP G.T.. FT7 ..I "- O BTM @ 12'-0', TOP @ 13'-10",•" "� a. IN 3ND CHASE -. _ _ _ _._____ __ __________ - - - - - TRUSS NOT SYMMETRI CONNECTIONSBYBLDR. FG6 IN .' a Ipl /� g BEARING ELEV. m HUB-26 ANGER '' I A F F EF� a 8'-4" BRG HGT LL E IL • 11 - .I -- -- -- - - --- - � - ' r • fr'I�641_ "BRG HG A/0 CH BE 1 • 1 9 0 22" DEEP 2x4 FLOOR SYSTEM: � I 10'-0° B G HGT 4 BTMS @ 10'-0" TOPS @ IT-10'. I I- N • I I � • I I I I 2' r 2't72Er r r r �IC /� y 1 -0" BRG HIS TO HANGER FACE TO HANGER FACE 1 , v -T" � r 4 � - — IN RIOR B RING U.. TOP e'10"8 5'3"8 1 I I Rus-2s 8 — 23'-0" BRG HG ANGER FT4 0 " N N"wCOLUMN AND CAPa, (g BV THE BUILDER.LLLL HANGS FG3OTOP 12'-0".24,-DR BRG HG232, 2, 2' 2, 2, 2' 2' r b ' r----- - - - - -- _.- - - - - - y HANGERS I�— K m^I TO OIL OF COL I____---________.. --_J = 0 g m SUR-26 : 1 C. CHASE Z.r NO RASE f LL, F01 AND FG3: 2-PLY O o SUL-26 : 1 or - _ 22" DEEP G.T. BTMS ! ___ _ -_ -- _ __ ___ ___ - - @ �L. LL @1r-0^,TOPSIx.10" O G I HUS-26:40 I �. TO HANGER FACE HGUS26-22 5" F N THGQH4-SDS3 : 1 L----------- _--- ------- 2-P Y, 2r D P G.T., M @ ir- " 06 TO @13'.10 BLDRT VERIFY PAN/ OF NING AS IMF BI S WERE SCALED. U "� O _ G2 HUS- HANOE S_ 2 13 E 8'9`8 13'10" • I`-- 5'5"� BONUS ROOM TRUSSES ARE HIGH -HEELED FOR N� CL R I T. O. TOP 12'-0' @ " INT, B G. A FALSE PLT HGT @ 14'-0" AND SOFFIT HGT @ 13'-3". T4" 4'11"8 TOP tr-0 o 0 0 0 0 0 0 0 TRUSS BTMS 8'-4" W/ BTM CHORDS 2x8. m LL FGs: 2-PLY 3'-10^ DEEP G.T., STM @ 10'-o CEILING HGT @ 8'-6" AND VARIES DOWN 2' 2' 2' 2' 2, 2, 2, 2, 2, m TOP @ 13'-10". CONNECTION INTO WALL BY 36" CANTILEVER THE HIP. TRUSS END VERTICALS HELD BACK 2' tD THE BUILDER, BTM @ 10'.0". WALL TO BE BUILT O ON TOP OF GIRDER TRUSS. BLDR. TO VERIFY MONO TRUSSES. 3/4" FOR PLYWOOD SHEETING. BLDR TO rc THIS AS THIS VARIES FROM THE FRAMING PLAN. CONNECTIONS FRAME BETWEEN TRUSSES AND VERIFY _ _ _ _ _ _ _ _ _ BY THE BUILDER. z" HEAD HEIGHTS THROUGH TRUSS OPENINGS. 14'6"4 26'1"8. - LL• TO ELEV. CHANGE N CHASE,. I �w 27'11" FG10: 2-PLY 3.10" DEEP G.T , BTM @ 10'-0", 3'11"� 6'6"- •�- -- - 3T8"4 - 10'2" TOP @ 13BE B TRUSS SITS ON TOP OFFG7. u q 7" i—C WALL TO BE BUILT ON TOP OF GIRDER TRUSS. r.r _r 4'2"12 4'7"8 5'1U 12— 47"8-= 8'8"8 F N r " C/L SF G.T. C/L OF G.T. COLUMN AND CAP dS 'yy� U W W U .Z.� N N N M C/L OF G.T. C/L OF G.T. BY THE BUILDER. I T CIL OF L T /L OF C / I I M Z M TOP 10'-0". 4 1Tr12 - - 6'2"12 ✓y� a� y✓1 � (� ("J, —_� J 1 9 2 Z M U (3 gyp? TERIOR RING ALL. TO 12'-0" m L1G m J1 O 72 US-26 77/7 CA COLUMN/,No CA Hub- FG9 N AN - -A4� WIN BY THE BUILDER. HANG S V4F TOP@to, 0". d H u �J3N CJ3N w a m 4•q" CJ3 �) ALL THOQHO-ED53 _ LL HEAVYHANGER a= -I - 0:. EJ4N N M CJ5 o FG7 - _ m mU EJ4NE: K. 3 m 4-PLY Q F 4,q.B . sE#WACK EJ4N z o o rca EJ4Np i7 'z,go CLEAR O' HUB- HANGER H I- m m :° F� y Zp EJ7 rD o y m 0' g > 3 D I EJ4NA. Dill2 z S FG7 & F1 S: 24" D EP G.T., TMS @ I '-0", �' EJ4NC rc o o @10'0'FLAT G q� TOPS@ 12'-0". DRTO ME LS " -- - D i '.wm EJ7 c O ABOVE FUSSESBLDR VERI EPTH " G ? O �w Fb q OF GIRL RTRUE ES.•F NOT METRI' x 5.� EJ4NA CJ3 .r11 SE EJ7 ' ®1 LL Z5 3 FG11 o d' Y EJ4NA o m � ro w w K V 2 S7G1 �j 4 7do ry� w U w Y J g@ FLAT @V-V wz . 11 e'-4" EJ7 EJ7 a i O O IN RIOR BRG ALL. P@8'4°. V @ F T K mw o u3 I EJ7 EJ7 - `'°3 I __ 7__ __ ;., F OLO. 3 u o ;,, D ; @ irY-0" EJ7 CJ5 r d 4 3 @ m S4 8T4CLG. 5 CJ5 CJ3 r 2' 2' 2' I o % EJ414 — — — — — J,. CJt w EJ I� to °. CJ3N p. m CJ3NA CJ3 r 2' 2' r 2' 7 r p' K 2' r 2' 2' 2' 2' 2' r N (g t O FUTc 9'•0° CJ1 ��ti CJ1N 3 'Z'�K v yyu 3 CAN CJ1 000 _ N N m Z N o1 (D M 1n M M C7 In m U' Z z U' 0 t0 N• t0 [D O V �+} M CB C) CO M i a N M x v z zz e z z z & (0 M N W W W W = S S 2 2 S S S Y Y Y Y Y Y Y Y Y Y Z Z Z Z z Z U DER FRAME ROOF AND FBLDR TO DLOORS BETWEEN 36" WIDE OPENING BEARING BREAK. THE GIRDEftTpl USSES. FOR PASSAGE THROUGH �5'4"4 24 2 TO THE AHU ROOM. 37'9" 847 TO ELEV. CHANGE 99'1' LAYOUT SCALE 3/1611 = 11-011 —10,2• TO ELEV. CHANGE HEEL HEIGHT 00_ TOPS @ 13'-10" ROOF 12 PITCH 6 11-1/4" PLUMB OVERHANGS END DETAIL: 1 /211 = 1 1-011 22" DEEP 2x4 TRUSS A - FLOOR DETAIL: 3/1611 = 11-011 I FILE COPY THESE PLANS AND ALL PROPOSED WORK ATTIC DETAIL: AND SUBJECT TO ANY CORRECTIONS NTS REQUIRED BY FIELD INSPECTORS THAT MAY BE COMPLY WITH ALL SAPPLICABLE CODES. pro d as Corrected p Reviewed Resubmit p Rejected ❑ Revise & / This review Is only roe . at theeral conormanco project an" n I, with P Wen with the ompliance ocu the s CamsieC11Ws of general comp ❑ments. to the Contract Doc shop draW95 Boring C omments made on the V6 contractor from this review do no 1s of the plans *000 nd spec19ca1WtM' ftitem compliance poi ytsa>ree y of ru shall to b t�to" p con9rmed responsible wreM1 fie; intormatwn c. and ca w4d to the labrfcation Pr hs my-n5, msolely ethods, techniqu"' x. - Ad0res 0} construction; 9 Sa18 and nay Work Witty that01 all olh�r Bn Wotk i DEFLECTION CHART TRUSSES LISTED HERE EXCEED 1/2" DEFLECTION. ALL OTHERS NOT LISTED DEFLECT LEPS THAN 1/2', REFER TO ENGINEERED DRAWINGS OF JOB # TRUSS LABEL LIVE LOAD DEFLECTION DEAD LOAD DEFLECTION TOTAL LOAD DEFLECTION ' IMPORTANT NOTES TJ TRUSS PROVIDES STANDARD TRUSS TO TRUSS CONNECTIONS. ALL STRAPS AND UPLIFT TIEDOWNS TO FLAT GIRDERS, BEAMS,WALLS AND JACKS ARE SUPPLIED BY THE BUILDER. DRAWN WALLS ARE BEARING UNLESS OTHERWISE NOTED. ALL UNDERFRAMING OF DROPPED CEILINGS AND FINISH FRAMING OF SPECIAL CEILINGS IS BY BUILDER. TJ TRUSS IS NOT RESPONSIBLE FOR TEMPORARY BRACING OF THE ROOF SYSTEM. FOR TEMPORAY AND PERMANENT BRACING REQUIREMENTS SEE BCSI 1-03 GUIDE BRACING REQUIRED BY THE INDIVIDUAL TRUSS/WEB COMPONENTS IS TO OVERCOME BENDING OF SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LOADS AND SHOULD NOT BE CONFUSED WITH THE BRACING REQUIREMENTS OF THE BUILDING STRUCTURE, AND SHALL BE INSTALLED BY BUILDER. TJ TRUSS DISCLAIMERS: FOR ANY CONFLICT BETWEEN THIS SETTING PLAN AND THE INDIVIDUAL ENGINEERED DRAWINGS, THE INDIVIDUAL ENGINEERED DRAWING WILL TAKE PRECEDENCE. DO NOT CUT OR ALTER ANY TRUSS WITHOUT CONSULTING A REPRESENTATIVE OF TJ TRUSS FIRST. ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE COST OF THE REQUIRED ENGINEERING DESIGN AND REPAIR OF THE TRUSS. NO BACK CHARGES WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY AN OFFICER OF TJ TRUSS CORP. FAILURE TO SEEK THE RESOLUTION OF A PROBLEM UNTIL AFTER THE ROOF IS SHINGLED OR THE DRY WALL IS INSTALLED SHALL CONSTITUTE ACCEPTANCE OF THE PROBLEM BY THE CUSTOMER AND THE CUSTOMER SHALL BEAR TOTAL FINANCIAL RESPONSIBILTY TO RESOLVE THE PROBLEM. CUSTOMER RESPONSIBILTY: PROVIDE AND INSTALL ANY AND ALL PERMANENT BRACING REQUIRED BY THE TRUSS DESIGNS. PROVIDE A SUITABLE UNOBSTRUCTED AREA TO UNLOAD TRUSSES. TO ERECT ALL TRUSS COMPONENTS IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE PUBLICATION BCSI AND TO SEEK PROFESSIONAL HELP AND ADVICE ON ANY QUESTIONS PRIOR TO THE ERECTION OF THE TRUSSES. FLORIDA ADM. CODE 611315-23.002 COMPLIANCE NOTE: THIS TRUSS PLACEMNT DIAGRAM WAS NOT CREATED BY AN ENGINEER, BUT RATHER BY THE TJ TRUSS CORP STAFF AND IS PURELY TO BE USED AS AN INSTALALTION GUIDE AND DOES NOT REQUIRE A SEAL. COMPLETE TRUSS ENGINEERING AND ANALYSIS CAN BE FOUND ON THE TRUSS DESIGN DRAWINGS WHICH MAY BE SEALED BY THE TRUSS DESIGN ENGINEER. LOADING CRITERIA ROOF FLOOR TCLL: 20 PSF TCLL: 40 PSF TCDL: 15 PSF TCDL: 20 PSF BCDL: 10 PSF BCDL: 5 PSF BCLL: 10 PSF BCLL: 0 PSF * = Non -Concurrent TOTAL LOAD:55 PSF TOTAL LOAD:65 PSF DUR. FACTOR:1.25 DUR. FACTOR:1.00 DESIGN CRITERIA: FBC/ASCE 7-2002/TPI 1-02 WIND SPEED: 140 M.P.H. BUILDING EXPOSURE: C CATEGORY: RES II TYPE: MWFRS & C&C REVISIONS: 1. 2 _ 3. — APPROVAL IS NEEDED (4) WEEKS PRIOR TO DELIVERY DATE YOUR SIGNATURE WILL ACKNOWLEDGE (1) AUTHORIZATION TO BEGIN FABRICATION (2) VERIFICATION OF DIMENSIONS PITCHES, HEEL HEIGHTS, OVERHANGS, ETC. (3) TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT! ❑ APPROVED -NO CHANGES []APPROVED AS NOTED ❑ REVISE AND RESUBMIT SIGNED DATE DELIVERY DATE DELIVERY ADDRESS: - - TRUSS CORP. 2801 INDUSTRIAL 33RD FT. PIERCE, FL. 34946 PH. (772) 466 - 3388 L LL FAX (772) 466 - 9329 TOLL FREE (800) 326 - 3388 5ALE9@TJTRUSS COM - SPANNING THE DISTANCE -WITH PEAK PERFORMANCE MASTER # NA JOB # 70492 P12 CUSTOMER WATLEE CONSTR. JOB NAME VITAGLIANO RES_ _ LOT/BLK/SUBDIV LOT G, RIVER POINTE VL_G_ COUNTY T. LUCIE DATE: 7-9-07 DRAWN BY: JOHN C. NO BACK CHARGES WITHOUT PRIOR APPROVAL FROM A REPRESENTAI O MO < y J / z 0 w w U X LJ U) z Q U) 0_ O U. 0 w 0 z w Z O U w ry J U) ry Q m ry w 0 Q w ry 0- U) LAYOUT SCALE: 3/1611= 1'-091 SPA N 13'10" -H 1TS" ...-�5'11"S - ..�- 1E SPAN y✓S. C� C3 W W u� ILL W C� C� �h HEEL HEIGHT -or - oo- ROOF 12 PITCH 6 NO A/C THIS AREA EO REFER TO SITE PLAN FOR COMPRESSOR LOCATIONS RUN DUCT VERT TO UPPER ROOF THRU CHASE BEHIND MASTE 10x6 1 82 CFM 10xI0 4 WAY 145 CFM a III 8x4 N 21 C 5" 1& 116 10x10 4 WAY 145 CFM PI- 8x8 2 WAY i 7" 140 CFM I a I I I I I I I I 4 WAY 153 CFI I I I -- I /3/P8 STUDY ADDITION I I I I I I I I I I I I I I I -- - - -I 12x12 4 WAY I 12x12 4 WAY I 112x12 4 WAY I 153 GF I 153 CFM I 153 CFM I I I I I I I I I I 18,. 6° I 8 I I --- I I I --- I - --_- 1202 4 AY I I �., 81, I I I 153 CFM I I I I I I I I I I I I I I I 16" i JJ I I I I I NOTE: RECTANGULAK DIIIC MAY BE SUBSTITUTEb A6 -----_— NEEDED ------- - -- -- g„ 8" 12x12 4 WAY 109 CFM i 8" -f` 3/3/08 STUDY ADDITION 12x12 4 WA 109 CFM JJ VERIFY DUCT CLE THRU STRUCTURE ---------�--- I °I I �- - L -j 12x12 4 WAY + 9' 226 CFM 3/3/08 STUDY ADDITION 12x12 4 WAY 226 CFM E n 1Ox6 71 CFM I I I 3/3/08 STU Y ADDITIO I I 10x10 4 WA Ir---- 16 II o 3/3/08 STUDY ADDITION a 5" 0" X12" 7" 9 � . I I I O I I I I I -------- 10-°-------� FIRST FLOOD PLAN SCALE: 1/411-11 -011 rHESE PLANS AND ALL PROP AND SUB,IEC➢' TO ANY CO REC WORK REQUIRED BY FIELD INSPE RRECTIONS MAY BE NECESSARYCTORS THAT OOMPI-Y WITH IN ORDER TO ALI. A?P-ICABLE CODES. FILE Copy 8x8 4 WAY I 11 I I 60 I I I I r - i L- i L I I I I I I I I I I I I I I I - I I I I I I I I I I I I TTTT-1 I I IIIII I I I I I I I I I I I I I I I I I I --- -- L----------J 12 8 1 WAY T 10 AHU #1 I AIR CONDITIONING IN L - - - - - - GARAGE FOR DEHUMIDIFICATION ONLY AHU #5 r—� MAR 0 3 1008 VILLACT'E ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-ArcWtects.com AA26001195 W U W � Q w �7 O WC^7w �0oo wInU 1,� V I- Seal : Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects ALA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 5/14/04- 5/25/04 5/15/07 PERMIT 3/3/08 STUDYADDITION Sheet Title: FIRST FLOOR MECH PLAN Scale: 1/4"=V-0" Comm.: Date OS-036 0220-04 Drawn : Checked: MEM MEM Sheet No. M1 3/3/2008 11:08:04 AM, DesignJet 755CM C3198A.pc3 li a \ 1Dx10/4 W \ 128 /C/F r--- 5„ I 3/3/08 Y ADDITION I I 110 0 4 WA Y 1 12 CFM 5„ v WIC 10x6 1WAY 1 60 CFM 1 Ox 1 WAY 3/08 STUDY A MON 60 CF 5" O 00 O 10x10 4 138 CFM ■,■`� _�o f � I I I J 1 I 13 14" "TER BEDROOM 12x12 4 WA 2x12 4 WAY /3/08 STUDY ADDITION 147 CFM 47 CFM 7" 3/3/08 STUDY AD r TUDYADhITI 10x6 1WAY CW.I.C. II 7" L. 9„ 3/3/08 STUDY AD TPION 8" ca- I 1 1 V, 14xl I 36 10x10 4 WAY 20 24 142 30 3/3/08 STI&DYADDITION 1Ox2 STUDY 9„ AH #3 LL 18" 10x24 � 9., 12„ I 10x10 4 WAY 6„ 1 142 I 3/3/08 STUDY ADDITION CANTILEVERED BALCONY 12x12 10x6 4 WAY 138 CFM 3/3/08 STUDY ADDITION CANTILEVERED BALCONY J 20x20 F L J 12 EQUIPMENT SCHEDULE UNIT 1 SEER 13.0 HSPF 7.7 MAKE TRANE 5 TONS COND. UNIT MODEL # 2TWB3060 A/H UNIT MODEL # 2TEC3F60 HEATER MODEL # HEAT PUMP SENSIBLE COOLING 42,000 LATENT COOLING 18,000 TOTAL BTU_S-_.61L000 EQUIPMENT SCHEDULE UNIT 3 SEER 13.8 HSPF 7.7 MAKE TRANE 3 TONS COND. UNIT MODEL # 2TWB3036 A/H UNIT MODEL # 2TEC3F36 HEATER MODEL # HEAT PUMP SENSIBLE COOLING 25,200 LATENT COOLING 10,800 TOTAL BTU's 36,000 OSED WORK N5 AND All P CORRECTIONS THESE SUB CTORS THAT AND SUBJECT TO ANY REQUIRED BV FIELD INSPE®RDER TO MAY BE NECESSARY IN ,-r)1,'FS. ITH AI-1 APP`IG ?' Jr7l) EQUIPMENT SCHEDULE UNIT 2 SEER 13.0 HSPF 7.7 MAKE TRANE 1 1/2 TONS COND. UNIT MODEL # 2TWB3018 A/H UNIT MODEL # 2TEC3F18 HEATER MODEL # HEAT PUMP SENSIBLE COOLING 1,260 LATENT COOLING 540 TOTAL BTU's 1,800 EQUIPMENT SCHEDULE UNIT 4 SEER 13.0 HSPF 7.7 MAKE TRANE 1.4 TONS COND. UNIT MODEL # 2TWB3016 A/H UNIT MODEL # 2TEC3F18 HEATER MODEL # HEAT PUMP SENSIBLE COOLING 12,600 LATENT COOLING 5,400 TOTAL BTU's 18,000 \\\ 10x10 2 WAY \ 145 CFM / 10x1 1 W / \\ 102 C \ - GUEST SUl�i E \ 7" 11 / I/ \I / 1Ox6 WAY \ / 49 M 10x10 2 WAY \\ / I 145 CFM \ / W.I.C. z 12x'r1' U 154 _1 12" 12" 0" EQUIPMENT SCHEDULE UNIT 5 SEER 16.0 HSPF 8.2 MAKE MITSUBISHI 1 1/2 TONS COND. UNIT MODEL # MSZ-A15NA A/H UNIT MODEL # MSZ-A15NA HEATER MODEL # NO HEAT SENSIBLE COOLING 12,600 LATENT COOLING 5,400 TOTAL BTU's 18,000 VILLAGE ARCHITECTS A1A 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www. Village-Architects.eoni AA26001195 W U a wW�w 00 ZPO W y � � Seal: Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 5/14/04 - 5/25/04 5/15/07 PERMIT 3/3/08 STUDY ADDITION Sheet Title: SECOND FLOOR MECH PLAN Scale: 1/411 = 1'-011 Comm.: Date: 05-036 02-20-04 Drawn : Checked MEM MEM Sheet No. M2 3/3/2008 11:07:41 AM, Design]et 11) MAR 0 3 2008 LOT COVERAGE CALCULATIONS AIR CONDITIONED AREA 1ST FLOOR A/C AREA 3,047 SQ. FT. ENTRY 82 SQ. FT. GARAGE 824 SQ. FT. SUMMER KITCHEN 333 SQ. FT. COVERED LANAI 259 SQ, FT. TOTAL STRUCTURE COVERAGE 4,545 SQ, F EQUIPMENT AREAS 227 SQ. l DRIVEWAY 1770 SQ. F POOL DECK 2072 SQ, I . TOTAL COVERAGE 8.614 SQ. FT. LOT AREA 27,584 ALLOWABLE COVERAGE (27,584 x .40) = 11,D33.6 CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES SITE NOTES I. VERIFY LOCATION OF UTILITIES MATH SUBDIVISION BEFORE PROCEEDING WITH WORK. 2.COMPLETE SECURITY SYSTEM TO BE WIRED TO GUARD HOUSE. 3.MAIL BOX TO BE PROVIDED PER ARE GUIDELINES 4.DRAINAGE TO BE INDICATED ON LANDSCAPE PLAN. CONNECTION INSPECTION OF UTILITIES REQ UIRED UIRED PRIOR TO BACKFILL. D 6.CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED 7. CONTRACTOR SHALL PROVIDE SOIL BORING TEST & DEMUCK AND REPACK SOIL AS REO'D 8. CONTRACTOR TO PROVIDE (1) 4" & (1) 6" PVC SLEEVE UNDER DRIVE WAY SQUARE FOOTAGE CALCULATIONS AIR CONDITIONED AREA 1ST FLOOR 2897 SQ. 2ND FLOOR/BONUS ROOM (1564,395) 1959 SQ. LIVING ROOM EXTENSION 1 0 SQ. SUB TOTAL A/C AREA 5,265 SQ. FT. GARAGE (FOR DEHUMIDIFICATION) 824 SQ. FT. TOTAL A/C AREA 6,089 SQ. FT. NON AIR CONDITIONED AREA ENTRY SUMMER KITCHEN BALCONIES COVERED LANAI TOTAL AREA 7,032 CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES DOCUMENT QUALIFICATION This drawing was prepared based on information provided by the owner end or the contractor In the form of a boundary survey prepared by VELCON GROUP, INC. dated 2-9-99 project no. 99-026 sheet 1 of 1. Use without verification will be at the user's sole risk. The user shall Indemnify the architect "Village Architects AIA" from all claims and losses resulting from such use. The delivery of this drawing to the user should not be construed to provide an express warranty or a guarantee to anyone that certain conditions exist or that 0e use of this drawing implies the review and approval by the architect of any shop drawing based on this information. Use of this drawing in no way relieves any other party from meeting requirements imposed by contract or other means. I?Dp0 1000, ram/ q/rY/ rr/ / 6-29-07 B & Z r� r/ r 6-29-07 $ & Z / 5'-0" HIGH A.F.G / CONCRETE BLOCK / EQUIPMENT WALL j i ® GARAGE O/ / 00 r r C / / 0 i zp\0' / NQ;-F:/FINAL POOL LA,,O�J--T /'T0 BE SUBMITTED,,E �' DAN oo / '' rFINi F OU tLEVATIONSUGG HATCH INDICATES AREA SPA PING COVERED LANAI ENCL 150 S.F. LI G ROOM / EXTENSION T FIRST FL00 J J / POOLi i l LIVING ROOM EXTENSION (150 S.F.) � SUMMER KITCHEN 80VrH TERRACE / r / N 21000'35ifW 75` PRESERVE '------------------------------J C SCALE: 1/1011-11-011 VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www. Village-Arcll,itects.com AA26001.195 W UU z W� Q r 1 W O w WC7w O FH O W O � O U UW V 0 � Seal : Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions 4/30/07 5/15/07 PERMIT 6-29-07 B & Z 2-5-08 LANAI ADDITION ARB 2-28-08 LANAI ADDN PERMIT Sheet Title SITE PLAN Scale: Comm.: Date : 05-036 11 02-20-04 Drawn: Checked: MENI MEM Sheet No. spi 2/28/2008 1:52:30 PM, Design)et 755CM C3198A.pc3 MAR 0 31 2008 C U IN JU F L U U R P L A IN GENERAL NOTES: 1. PROVIDE PAVED LANDING OUTSIDE ALL DOORS LEADING TO THE EXTERIOR 2. USE CAST IRON IN ALL PLUMBING LINES ABOVE GROUND FLOOR SLAB OR GRADE 3. PRECAST COLUMN DIAMETERS SPECIFIED ARE BASED ON THE DIMENSION AT THE NECK 4. A/C CONDENSATE DRAIN LINES PASSING THRU NON AIR CONDITIONED AREAS MUST BE INSULATED 5. ANY A/C DUCTS PASSING THRU THE WALL IN THE GARAGE MUST BE 26 GA. SHEET STEEL OR APPROVED EQUAL 6" MIN BEYOND PENETRATION 6. TREATED LUMBER CUT IN FIELD MUST BE RETREATED (I'M' NOT MAKING THIS UP ... IT'S IN THE CODE) 7. CONTRACTOR SHALL VERIFY EQUIPMENT, EQUIPMENT SIZE AND CLEARANCES REQUIRED PRIOR TO CONSTRUCTING EQUIPMENT WALL ENCLOSURES 8. PROVIDE 4" BATT SOUND INSULATION IN ALL PARTITION WALLS 9. ALL VERTICAL PLUMBING DROPS TO BE CAST IRON 1-1/2"xB" PRECAST THRESHOLD SET IN THINSET DOOR THRESHOLD STONE PITCH FLOOR 1 4" THRESHOLD DETAIL SCALE: 1-1/2"=l'-O" PRECAST TRIM IL ARCHED FIXED ALUMINUM LOUVERED PANELS AT HEAD ONLY AT TWO ARCHED OPENINGS, REFER TO ELEVATIONS REMOVE WINDOW A D CONCRETE BLOCK FOR NEW EXTERIOR "FRENCH" DOOR. GROUT 1 CELL SOLD EACH SIDE W/ —\ 1#5 BAR VERTICAL DITIONING NOTE: NEW 10" DIA S PLY DUCT FROM AHU #3 T EW 259 S.F. )NED STU . VERIFY SIZE W/ A/C :R PRIOR TO CONSTRUCTION J I iELOCATED DOOR J NEW 6"STEP rl 0 _I NEW CONCRETE AROUND EXISTING STEEL COLUMNS. WELD HEADED STUDS TO COLUMNS PER DETAIL. VERIFY FINISH COLUMN SIZE IN FIELD o RELOCAT D DOOR LIVING ROOM EXTENSION CEILING W/ BOX BEAMS TO lL MATCH LIVING ROOM '1 NEW CONCRETE STEPS, REFER TO \ LANDSCAPE DRAWINGS FOR FINISH MATERIAL, EXACT STEP, SIZE AND LOCATIONS 4'-3" O 8'-0 1/2' NE CLAD "FR CH" ND AR FIX G ASS TRANSOM MEN W NE CL D "FRENCH" AlD ARCHED FIX GLASS TRANSOM 8'-0 1/2" A/C NOTE TO LIVING ROOM EXTENSION: (150 S.F.) BORE TWO 9" DIA HOLES THRU TB6 FOR A/C SUPPLY DUCT. VERIFY SUPPLY SIZE AND W1 PRIOR TO VERIFYCHASE �I T � S CONSTRUOCTONION CATIONIABEVE CEILING AND JL Y BELOW CONCRETE SLAB BEYOND \ 17'-8" 5'-2 1/8" 7'-3 4" 5-2 1/8" O -1" 5'-1 7/8" P/ ARCHED FIXED ALUMINUM \ \ LOUVERED PANELS FULL HEIGHT AT THREE ARCHED III I OPENINGS, REFER TO ELEVATIONS I N COVERED LANAI I� 11IM1 12'-0" CEILING HT to 0 i (259 SF)TERMITE TREATRNT REQUIRED iu 111<1 SLOPE F LI L1'-O„ 15-8" 1 -0 I. ADDITION '---\--',_, Ww'MV151M�d F L 0 � � 1\1 VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fav FA,1-7d3-1XYF \ www.Village-Architects.com \ AA26001195 W \ \ U7 \ 1�1 \ W 0 200 N \ \ ® PR U IF \ 0 \ N I UO � o � a t� \ \ \ Seal \ Mitchell E. Miller Florida Licence No. AR93772 \ \ As Principal of Village Architects ALA, Inc. t, \ Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the /Q n� S(f F�-'( \ Property of the architect I M UN6 CT O ACC p \ for any other and are not oproje ibe s except by agreement with °OMp y �T eci "I /� 814 p RR SC 1a •° \ \ The architect n writing. N q`d �P'"! �RaFR r® T �k Consultant: coO I F L A \ Revisions: 2-5-08 LANAI ADDITION ARB 2-28-08 LANAI ADDN PERMIT — I I — III I I II I Sheet Title: I III _ I i FLOOR PLANS I Scale: - lq/A311.=1'-011 �--i— — Comm.: Date: 05-036 - Drawn: Checked: RSC MEM Sheet No. Al 2/28/2008 1:53:46 PM, DesignJet 755CM C3198A.pc3 MAR 0 31 20oe 1 T SAND STUCCO FINISH FIXED ALUMINUM I LOUVERED PANELS EXISTING L ADDITION ADDITION EXISTING P A R T I A L S I D E E L E V A T I N 1'-0" O.H. FILE NEW 23'-0" BH REMOVE EXISTING OVERHANG OF EXISTING HIP 24'-0" BH. BH. CNESE P AS(/ DVS AfVa A(( R("QUl SECT TO PROP �Iq y S BV FlR(D Ny COA) PECrl WORk COMP( y WAN CCFSSAUApy 1 ORD R Tr/l Kr AB(F COOcs. L A N VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 W U z W wU Q Qa � wwC7w o =U W U d✓ O UU) N Seal: Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 2-5-08 LANAI ADDITION ARB 2-28-08 LANAI ADDN PERMIT Sheet Title: ROOF PLAN Scale: 1/4" = 1'-0" Comm.: Date 05-036 06-28-Ofi Drawn: Checked: MEM Sheet No. A2 2/28/2008 1:54:05 PM, DesignJet 755CM C3198A.pc3 MAR 0 03 2008 23'-0"BH 14'-0" SECONC 12'-0" B.H. 10'— OF F F F PROFILE OF GUEST BEDROOM ROOM BEYOND 91-01, FIN. FLR. 0_0 11 FIN. FLR. R E A R E L E i } �I i +24'-0" B.H. 6-- B.H. SIMPLE KEYSTC \ RAISED 1 1/2" 9 N CHIMNEYS SHALL EXTEND AT LEAST 3 FEET ABOVE THE HIGHEST POINT WHERE THEY y PASS THRU THE ROOF AND 2 FEET HIGHER I THAN ANY ROOF WITHIN 10 FEET d V A T 1t1 t 0 111 COLD FORMED METAL CHIMNEY SURROUND - 10" AND 8" SMOOTH STUCCO BANDS RAISED 3/4" AND 1 1/2" THESE P EXTRUDED SM. STUCCO LANSAND ALL pRpop,,,., DETAIL FOR PROFILE ENLARGED AND REQUIRED D SUBJECT TO ANY CORRE D WORK FLOAT SAND STUCCO FINISH MAY BECES RV S CIORS� HAI DECORA MET COMPLY WITH ALL APPLICABLE TCODES. -ni 12 FLOAT SAND STUCCO FINISH T C BASE 1 2' W7/ 1 " EXISTING ADDITION 1" 24'-0" BH_ COPPER DRIP OVER 4" WOOD CROWN OVER 1x10 FINISH WOOD FASCIA ON 2x8 SUB FASCIA 7" SMOOTH STUCCO 11 3/4" FRIEZE RSD. 1" AT 23'-0" PLATE HT. _ 14 —0" 7 SECOND FLOOR 12'-0" B.H. 10'— "TOP OF ARCH 3 1/2" AND 2 1/2" SMOOTH STUCCO SILL BANDS RAISED 3/4" AND 1 1/2" MECHANICAL EQUIPMENT TO BE SCREENED BY LANDSCAPING FIXED ALUMINUM LOUVERED PANELS VILLAGE ARCHITECTS AIA 19940 MONTA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4939 Fax:561-743-1225 www. Village-Architects.com AA26001195 W U wW�w z�z oo W PQ U O (H Seal: AMit, / L �Y Mitchell E. Millet Florida Licence No. AR91772- As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing, Consultant: Revisions: 1/11/07 PERMIT 3/22/07 4/26/07 6/4/07 2-5-08 LANAI ADDITION ARB 2-28-08 LANAI ADDN PERMIT Sheet Title: PROPOSED ELEVATIONS Scale: 1/4" = 11 -011 Comm.: Date 05-036 06-28-06 Drawn: Checked: RSC MEM Sheet No. 2/28/2008 1:54:24 PM, DesignJet 755CM C3198A.pc3 0 N T it L E V A T I 0 MAR 0 3 2008 EXTERIOR DOOR SCHEDULE ID MARK PRODUCT DESCRIPTION REMARKS BLDG. DESIGN -PRESSURE CODE PRODUCT DESIGN PRESSURE 1 (2) 2'-0" x 8'-0" CLAD "FRENCH", SWING W/ MUNTINS, W/ ARCHED FIXED GLASS TRANSOM 1 +44.5, -57.2 2 RELOCATE EXISTING 2 +44.5, -57.2 3 RELOCATE EXISTING 3 +44.5, -57.2 4 RELOCATE EXISTING 4 +44.5, -57.2 5 (2) 2'-0" x 8'-0" CLAD "FRENCH", SWING W/ MUNTINS, W/ ARCHED FIXED GLASS TRANSOM 5 +44.5, -57.2 6 2'-4" x 8'-0" CLAD "FRENCH", SWING W/ MUNTINS, W/ ARCHED FIXED GLASS TRANSOM 6 +46.5, -58.8 INTERIOR DOOR SCHEDULE NO. SIZE TYPE REMARKS SECOND FLOOR 7 2'-8" x 8'-0" S.C. WOOD, SWING PANELED 8 2'-4" x 8'-0" S.C. WOOD, POCKET PANELED WINDOW SCHEDULE ID MARK SIZE TYPE I HEIGHT REMARKS MODEL MANUFACTURER BLDG. DESIGN PRESSURE CODE PRODUCT DESIGN PRESSURE SECOND FLOOR -- PP (3)28%64" CASEMENT 21'-0" W/ MUNTINS (TEMPERED) CX155-3 ANDERSEN PP +44.1, -56.2 QQ (2)28%64" CASEMENT 21'-0" W/ MUNTINS CX155-2 ANDERSEN QQ +44-3, -58.8 RR (2)28%64" CASEMENT 21'-0" W/ MUNTINS CX155-2 ANDERSEN RR +44.3, -58.8 SS (2)28%64" CASEMENT 21'-0" W/ MUNTINS CX155-2 ANDERSEN SS +44.3, -58.8 TT (3)28"x64" CASEMENT 21'-0" W/ MUNTINS CX155-3 ANDERSEN TT +44.1, -56.2 PRODUCT MODEL MANUFACTURER GLASS ATTACHMENT BLDG. DESIGN PRESSURE CODE PRODUCT DESIGN PRESSURE MULLIONS NARROW STEEL ANDERSEN N / A DADE NOA. 02-0423.01 CUPS, SCREWS - -74 ROOF METAL DECISRA SCREWS 32.1,-51.0 -153 SIDING STUCCO N / A N / A SOFFIT STUCCO N / A N / A 68.5 PSF WINDOW / DOOR NOTES: NOTE: ALL MATERIALS AND SELECTIONS ARE TO MATCH EXSTING RESIDENCE -VERIFY IN FIELD WINDOWS TO BE "ANDERSEN" CASEMENT TO MATCH EXISTING (VERIFY MFGR) W/ IMPACT TINTED GLASS , TYPICAL MUNTINS 1 3/8" ON BOTH SIDES, NON —REMOVABLE I/S, W/ SCREENS , UNLESS OPENING UNTO A SCREENED ENCLOSURE. TYPICAL EXTERIOR DOOR BY PALM CITY MILLWORK TO MATCH EXISTING, ALUM. CLAD MAHOGANY W/ IMPACT TINTED GLASS. (EGRESS) INDICATES WINDOWS THAT ARE TO BE IN COMPLIANCE WITH NATIONAL EGRESS CODES INTERIOR DOORS TO BE 3 PANEL, 1 3/8" COMPOSITE S.C. INTERIOR DOORS MAY NEED TO BE ADJUSTED IN HEIGHT IN ORDER TO MATCH EXTERIOR WINDOW AND DOOR HEIGHTS ALL EXTERIOR DOOR AND WINDOW HEAD HEIGHTS TO LINE UP WINDOW AND EXTERIOR DOOR SIZES AND LOCATIONS NEED TO BE VERIFIED IN FIELD PRIOR TO ORDERING AMMONIACAL COPPER ZINC ARSENATE (ACZA) TREATED WOOD IS PROHIBITED DUE TO ITS HIGH CORROSIVENESS TO ALL METAL FASTENERS AND CONNECTORS. FASTENERS AT PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL (304 OR 416) OR HOT DIPED GALVANIZED (G185 COATING MIN.) CONNECTORS AND FASTENERS SHOULD BE OF THE SAME MATERIAL ALUMINUM WINDOWS AND ALUMINUM CLAD WINDOWS MUST BE INSTALLED WITH A PROTECTIVE LAYER OF 15# FELT BETWEEN THE P.T. BUCK AND THE WINDOW TO PREVENT CORROSION. ALL EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED W/ COPPER PANS AT BASE OF UNITS TO PREVENT LEAKING VERIFY ALL FINISHES BEFORE PROCEEDING W/ WORK OR SUBMITTING BIDS (OR SUFFER THE WRATH OF JOE) BUCKING NOTES: 1. WINDOW AND DOOR TO CONCRETE ATTACH 2 X 4 PRESSURE TREATED BUCK TO CONCRETE WITH 1/4"x 3 1/2" TAPCONS 6" IN FROM EACH CORNER AND AT 12" O.C. WITH 1-1/4" MIN. PENETRATION INTO MASONRY. BUCK ATTACHMENTS FOR WIND LOAD ONLY. 2. WINDOW AND DOOR TO WOOD ATTACH 2% 4" BUCK TO WOOD STUDS WITH 12d NAILS AT 12" ox ATTACH DOOR/WINDOW FRAME TO WOOD STUDS PER MFGRS. SPECIFICATIONS STILL MORE BUCKING NOTES: GLUE ALL BUCKS TO CONCRETE PRIOR TO ATTACHMENT. FOR IMPACT GLAZING WINDOWS AND DOORS, USE BUCK ATTACHMENT AS DEFINED IN CERTIFICATION DOCUMENTATION, NOTIFY ARCHITECT IF IT VARIES FROM PLANS. SPACING TO MEET OR EXCEED WINNDOW ATTACHMENT SPECIFICATIONS REFER TO MFGRS. SPECIFICATIONS FOR DOOR AND WINDOW ATTACHMENT TO BUCK. MORE BUCKING NOTES: REFER TO DOOR AND WINDOW SCHEDULE FOR EXTERIOR OPENING PRESSURES NO MORE BUCKING NOTES: ROOM SLAB W/ NEW CONCRETE OVER /A 4 SCALE 1 /4" = 1'-0" EXISTING SLAB. FILE COPY BATT INSULATION IN _OW CONCRETE SLAB )M EXTENSION CEILING W/ S TO MATCH LIVING ROOM "FRENCH" DOORS AND ARCHED 3S TRANSOM AT SIDE WALLS IN ,PENINGS )M EXTENSION: RELOCATE CLAD DOORS AND ARCHED FIXED GLASS TO REAR PERIMETER WALL. (TYP OF 3) RECAST COLUMNS. NEW CONCRETE XISTING STEEL COLUMNS. WELD HEADED COLUMNS PER DETAIL. VERIFY FINISH IZE IN FIELD. (TYP OF 2) DECRA METAL ROOF ON ICEDAM WATERSHIELD OVER 30 LEIS FELT TIN TAGGED TO 5/8" EXT. GRADE PLYWOOD SHEATHING (ADD 8" STRIPS OF ICEDAM AT ALL PLYWOOD JOINTS) ON PRE- ENGINEERED WOOD TRUSSES AT 24" O.C. W/ 8d RING SHANK NAILS 4" o.c. AT EDGES AND OVERHANG AND 5" ox. IN FIELC HURRICANE STRAP AT EACH TRUSS SEE TRUSS PLAN FOR SIZE CONT. COPPER DRIP OVER 4" WOOD CROWN OVER 1x10 CLEAR REDWOOD FASCIA ON 2x8 SUB FASCIA — 23 1-0' B.H. PAINTED ALUMINUM GUTTER —f ! SOFFIT HT 21'-87BOTTOM OF FRIEZE Q-10P Ql_EXT.-MORS_ AND WINDOWS TYPICAL STUCCO SOFFIT: STUCCO FINISH ON PAPER BACKED METAL LATH OVER (SECONDARY VAPOR BARRIER) TYVEK BLDG WRAP OR 6 MIL VAPOR BARRIER STAPPLED TO UNDERSIDE OF ROOF TRUSS OVERHANG SMOOTH STUCCO FRIEZE RSD. 1" VERT. WALL REINF. - REFER TO STRUCTURAL DWGS. FOR SIZE AND SPACING 9 GA. LADDER TYPE JOINT REINF. EVERY OTHER COURSE 4_0" FINISHED SECOND FLOOR 3/4" CONCRETE BLOCK RECESS 2' _0" CLG. HT. 12" WIDE BEAM - REFER TO — STRUCTURAL DWGS. FOR SIZE AND REINF. 9 GA. LADDER TYPE JOINT REINF. EVERY OTHER COURSE 12" CONIC BLOCK W/ FLOAT SAND STUCCO FINISH VERT. WALL REINF. - REFER TO STRUCTURAL DWGS. FOR SIZE AND SPACING DOWELS TO MATCH SIZE AND SPACING OF VERT. WALL REINF. W/ 48 BAR DIA. MIN LAP SMOOTH STUCCO BASE RAISED 1 1/2" W/ 1" BEVELED EDGE 0'-0" FIN FL DETAIL ICEYENE INSULATION AT M OF ROOF DECK. INSULATION TO BEAM 2% 4" AT 8'-0" O.C. ON BOTT, CHORD 5/8" GYP BIRD. ON 1x4 FURRING AT 16" o.c. 1x4 PT. FIRE STOP CONIC, BEAM - REFER TO STRUCTURAL DWGS. FOR SIZE AND REINF. 1/2" GYP BIRD ON 3/4" P.T. FURRING AT 16" O.C. MAX, OVER 3/4" RIGID POLYURETHANE INSULATION (R-5.0) NOTE: FUR AND SHIM ALL WALLS PLUMB AND CEILINGS LEVEL NOTE: TYPICAL WINDOW SILLS TO BE 8"xS" POURED CONCRETE W/ 1 #5 BAR CONT. ( TYP ) NEW STUDY REINFORCED CONCRETE SLAB - REFER TO STRUCTURAL DWGS. FOR SIZE AND REINF, COVERAGE TYP. 1 x 6 V JOINT T& G WOOD CLG. ON N4 WOOD FURRING BELOW FLOOR TRUSSES. PROVIDE SECONDARY VAPOR BARRIER TYVEK BLDG WRAP OR 6 MIL VAPOR BARRIER STAPPLED TO BOTTOM OF FLOOR TRUSSES WOOD CROWN TO BE SELECTED AND P�ANV AND REQU RED ECT rC �l�y ROP0SED CpM BE 1VECE SyFS1D /NS E�RRECrION RK cy wires Ate PL1CAOR E°Eco THAT ES. NOTE: REFER TO TYPICAL WALL SECTION FOR ADDITIONAL MATERIALS AND FINISHES NEW COVERED LANAI EXPANSION MATERIAL PROVIDE DOUBLE LAYER OF W.W.F. 30" MIN. AT PERIMETER(STEM WALL CONDITION) CONCRETE SLAB ON 6 MIL VISQUEEN VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED FILL 24" x 12" DEEP CONC. FTG. W/ 3#5 BARS CONT. AT 2 STORY WALLS REFER TO STRUCTURAL DWGS. FOR SLAB AND FOUNDATION SIZE AND REINFORCEMENT SCALE: 3/4"= 1'-0" VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 W UU z W � a a ww�w P4 W=U I� P4 W V � Seal: L. Mitchell E. Miller F . rida Licence No. AR91.772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the arcl-d,ect and are not to be used for any other projects except by agreement with The architect w. writing. i ALBERT A. I' C Structural En sneering Conan; LICENSE NO. PE 32582 324 SUNSET RD, WEST PALM BEACH, FLORIDA Phone (561) 686-5554 Fax (561) 688-6546 (FOR STRUCTURE ONLY) Revisions : 2-5-08 LANAI ADDITION ARB 2-28-08 LANAI ADDN PERMIT Sheet Title: DETAILS SCHEDULES Scale: 1/4" = 1'-0 II Comm.: I Date 05-036 Drawn: Checked RSC DIEM Sheet No. 2,28/2008 1:54:52 PM, DesignJet 755CM C3198A.pc3 MAR 0 6 2008 REVISED ELECTRICAL LOAD CALCULATION ONE FAMILY DWELLING (NEC Sec 220-30) _ GROUNDED FEEDER LOAD 5 SQ FT AT 3.00 VA SQ FTJKVA APPLIANCE CIR AT 1.50 KVA 1 LAUNDRY CIR AT 1.50 KVA 1 RANGE AT 12.00 KVA 1 WATER HEATER AT 4.50 KVA DISHWASHER AT 1.50 KVA 2 REFRIGERATOR AT 0.90 KVA CLOTHES DRYER AT 5.00 KVA 1 POOL PUMP 1.20 KVA 1.20 KVA 0 SPRINKLER PUMP AT 1.40 KVA 0.00 1 KVA DISPOSAL AT 0.80 KVA 0 KVA FANS AT 0.20 KVA 1.40 A OTHER AT 20 KVA KVA SUB TOTAL #1 = 7VA SELECT GREATER OF 21.90 KVA FROM A/C AT 100% OR 1 22.90 1 KVA 281 KVA HEAT AT 65% 18.20) KVA FIRST 10 KVA OF SUBTOTAL #1 AT 100% REMAINDER OF SUBTOTAL #1 AT 40% CALCULATED LOAD = MINIMUM SERVICE AT 240 VOLTS SINGLE PHASE 57.50 10.00 2 . KVA KVA 5 2 FT AT 3 VA PER SO FT i 15.80 VA PPLIANCE CIR AT 1 1.50 KVA SUB TOTAL #2 = FIRST 3.0 KVA OF SUB TOTAL #2 AT 100% _ REMAINDER OF SUBTOTAL #2 AT 35% = rAR� SUBTOTAL #3 = 9.58 A 1 RANGE AT 70%X80% OF 12.00 . 2 KVA 1 DRYER AT 70% OF 5.00 UO KVA 2 REFRIGERATOR AT 0.90 11A KVA 1 DISHWASHER AT 1.50 KVA 1 DISPOSAL AT 0.80 0 KVA 7 FANS AT 0.20 1.1q KVA 1 1 LAUNDRY CIR AT 1.50 KVA SUB TOTAL #4 = CALCULATED NEUTRAL LOAD= SUBTOT #3 + SUBTOT #4 MINIMUM NEUTRAL SERVICE AT 240 VOLT = P A N E L D I A G R A M ELECTRICAL DATA: VOLTS = 120 / 240 CKTS = 40 PANEL LOC: GARAGE: PANEL ID: LIGHTS PHASE = 1 AMPS = 200 SERVICE LOAD -AMPS IWIRE \ COND BKR CKT CKT B R P T WIRE \ COND LOAD -AMPS SERVICE L1 L2 L3 T P L1 L2 L3 RANGE 43 50 2 1 2 2 30 10 20 DBL OVEN 43 50 3 4 30 10 20 REFRIGERATOR 8 20 1 5 6 2 20 12 12 DISHWASHER *** SMALL APPLIANCE 13 E2\ 20 1 7 8 20 12 10 DISPOSAL *** SMALL APPLIANCE 13 20 1 9 10 1 20 12 8 RECPT SMALL APPLIANCE 13 20 1 11 12 1 20 12 8 RECPT LIGHTS 8 20 1 13 14 1 20 #12 8 RECPT LIGHTS 8 #12 20 1 15 16 1 20 #12 8 RECPT LIGHTS 8 12 20 1 17 18 1 20 #12 8 1 IRECPT LIGHTS 8 12 20 1 19 20 1 20 #12 8 RECPT LIGHTS 8 #12 20 1 21 22 1 20 #12 8 RECPT LIGHTS 8 12 20 1 23 24 1 20 #12 8 T LIGHTS 8 12 20 1 25 26 1 20 #12 8 REFRIG TOR LIGHTS 8 J12 20 1 27 28 LIGHTS 8 12 20 1 291 30 LIGHTS 8 #12 20 1 31 32 LIGHTS 8 J12 20 1 1 33 34 LIGHTS 8 #12 20 1 35 36 37 38 39 40 41 42 TOTAL AMPS - L1 = 192 MAX CONNECTED AMPS PER PH = MAINS: 200A MBKR TOTAL AMPS - 1­2 = 187 TOTAL CONNECTED KVA = 45.48 MTG: FLUSH TOTAL AMPS - 1­3 = 0 NOTES: *** PROVIDE SPLIT RECPT AND 2 POLE BKR, ELECTRICAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PRODUCE AN OPERATIONAL SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. 2. THE ELECTRICAL CONTRACTOR SHALL: G. OBTAIN ALL PERMITS AND PAY ALL PERMIT FEES. b. FURNISH AND INSTALL ALL EQUIPMENT, FIXTURES, RECEPTACLES, CONDUIT, PANELS, ETC. SHOWN ON THESE DRAWINGS AND AS REQUIRED TO PRODUCE A COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM. c. INSTALL AND MAKE FINAL CONNECTIONS TO ALL ELECTRICAL APPARATUS AND EQUIPMENT FURNISHED BY OTHERS. 3. INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ALL LOCAL CODES. 4. ALL WIRE SHALL BE COPPER. ALUMINUM WIRE IS NOT PERMITTED. 5. PROVIDE AND ATTACH TYPEWRITTEN CIRCUIT IDENTIFICATION CARDS FOR ALL PANELS. 6. A/C UNITS SHALL BE CONNECTED BY NOT LESS THAN 2 FT OF FLEXIBLE CONDUIT. 7. CONTRACTOR SHALL MAINTAIN ONE SET OF "MARKED -UP" PLANS SHOWING FIELD CHANGES OR CORRECTIONS. THE "MARKED -UP" SET OF PLANS SHALL BE RETURNED TO THE ARCHITECT AT THE END OF THE JOB. 8. INSTALL NON -FUSED DISCONNECTS AT ALL AIR CONDITIONING UNITS IN ACCORDANCE WITH LOCAL BUILDING CODES AND THE REQUIREMENTS OF THE EQUIPMENT MANUFACTURER. 9. ALL ELECTRICAL EQUIPMENT INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE NEMA 3R UNLESS COVERED WITH A WATERPROOF ENCLOSURE. 10. ALL BRANCH CIRCUITS CONNECTED TO BEDROOM OUTLETS (LOADS) SHALL BE PROTECTED BY "ARC -FAULT" CIRCUIT BREAKER IN ACCORDANCE WITH NEC 210.12(B). 11. RECPT IN EACH BATHROOM SHALL BE ON A DEDICATED 20 AMP CIRCUIT IN ACCORDANCE WITH 210-52D AND 210.11C3. \ 12. CHANGES TO THIS DESIGN BY THE ELECTRICAL CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO MAKING THE CHANGE. HEY! DO NOT DOWNSIZE THE WIRES \ WITHOUT APPROVAL S E C O N D L1 L 0 0 R E L E C T R I C A L ]P L A N (3) 250 MCM THWN IN 2-1/2" C OR AS SIZED BY POWER COMPANY. CWP PAN EL DIAGRAM ELECTRICAL DATA: VOLTS = 120 / 240 CKTS = 40 PANEL LOC; GARAGE: PANEL ID: UTILITY PHASE = 1 AMPS = 200 SERVICE LOAD -AMPS WIRE \ COND BKR CKT WIRE \ COND LOAD -AMPS SERVICE L1 L2 L3 T P T L1 L2 L3 A/C COMP 2 * 11 ** 12 20 2 120 12 10 GARAGE DOOR 11 ** 12 20 320 12 10 GARAGE DOOR AHU #2-5KW * 24 8 50 2 540 8 8 **A/C COMP #4 24 8 50 740 JBKR 8 8A/C COMP 3 * 22 ** 8 40 2 960 6 13 AHU 4-3KW 22 ** 8 40 1160 6 13AHU #3-10KW * 41 6 60 2 1320 12 12 ** A/C COMP 5) 41 6 60 1520 12 12DRYER 20 10 30 2 1720 12 12 AHU 5-NO HEAT 20 10 30 191 20 2 20 #12 12 21 22 2 40 #8 25 ** A/C COMP #1 23 24 40 8 25 ** 25 26 2 60 6 41 AHU #1-#1 27 28 60 6 41 29 30 1 20 #12 13 1 IWASHING MACHINE 31 32 33 34 35 36 37 38 39 40 TOTAL AMPS - 1­1 = 174 MAX CONNECTED AMPS PER PH = 174 MAINS: 200A MBKR TOTAL AMPS - L2 = 161 TOTAL CONNECTED KVA = 40.20 MTG: FLUSH TOTAL AMPS - 1­3 = 0 NOTES: * ELECTRICAL CONTRACTOR SHALL SELECT PROPER WIRE SIZE AND BKRS FOR A/C EQUIPMENT SELECTED. ** NOT COINCIDENT WITH HEAT AND NOT INCLUDED IN TOTAL LOAD. METER (3) 3/0 (1) #4 G IN 2" G d m J O F= o Z) N d� Y #4 TO z APPROVED GROUND, r BUILDING STEEL o AND COLD WATER PIPE. =j N ELECTRICAL ONE LINE NO SCALE V x 2' 2tube fluor fixture 1' x 4 fluor 2'x4 F71 fluor ceilim TABLE 9-5 -. FAN SIZING TABLE 2tube 1 fixture 4 tube fixture LARGER RM DIMENSION MINIMUM FAN SIZE 12 FT. OR LESS 36 INCH 12 - 16 FT 46" INCH 16 - 17.5 FT 52" INCH 17.5 - 18.5 FT 56" INCH 18.5 FT OR MORE 2 FANS IX I \ I � I ryE F AN R Q�s�e✓ RFD COM BE Ae y Wiry kk4 AL( H' 1 1R S T U F L� 0 E L E C T R I CAA L P ASP ,RREC WORK ��'Qft Rp RS L A N VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone: 561-743-4959 Fax:561-743-1225 www. V illage-Architects.corn AA26001195 W UU O wwCW7w _ J Q 0 0�00 Z U Seal l/ L Y 'tchell E. Miller Florida Licence No, AR91772 As Principal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. Consultant: Revisions: 2-5-08 LANAI ADDITION ARB 2-28-08 LANAI ADDN PERMIT Sheet Title: ELECTRICAL PLANS, RISER SCHEDULE Scale: 1/4" =1'-0" Comm.: Date: 05-036 Draw Checked: RSC MEM Sheet No. El 2/28/2008 1:55:24 PM, DesignJet 755CM C3198A.pc3 MAR 0 63 2008 NOTE: 1. CONTRACTOR TO VERIFY SOIL CAPACITY PER GEOTECHNICAL ENGINEERS SPECS. FOUNDATIONS DESIGNED FOR AN ALLOWABLE SAFE BEARING CAPACITY OF 2500 PSF, U.N.O. 2. © SIZE VARIES POURED CONIC COL W/ VERT BARS AS NOTED & # 3 TIES AS NOTED 3. O CONIC BLK W/ ONE CELL FILLED W/ GROUT AND 1 # 5 BAR VERT. SPACING TO BE AS SHOWN ON PLAN. 4-0 MAX SPACING. (U.O.N.) 4. (2) # 5 5'-6" IN LENGTH IN CENTER OF 4" CONIC SLAB AT ALL INTERIOR CORNERS. TYPICAL 5. T-46 CONC INSPECTION BLOCK W/ INSERTS AT BASE OF GROUT FILLED COL. OPTIONAL. T-46 BLOCK DESIGNED FOR CLEAN INSPECTIONS OF FILLED CELLS ELIMINATING HAMMERING, CHIPPING OR SAWING. 6. CONCRETE COLUMN TIE REINFORCMENT SHALL COMPLY WITH SECTION 7.10.5 OF ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 7. CONTRACTOR SHALL VERIFY ALL SLAB RECESSES REQUIRED FOR VARIOUS FLOOR FINISHES 8. CONTRACTOR SHALL COORDINATE ALL MASONRY OPENINGS PRIOR TO CONSTRUCTION- i'-1" Cci o \N/ 5'-2 1/8" ok 7'-3 3/4" -1" 5'-1 7/8" — — — — — — — — — CC1=13%13%12" ANGLED CONC. COLUMN W/ 6#7 VERTICAL, #3 HOOPS AT 12" o.c. NEW 4" CONC. SLABS: 5'-2 1 /8" 4" 3000 PSI CONCRETE SLAB W/ TOPICAL CURING COMPOUND AND STEALTH FIBER REINFORCEMENT ON 6 MILL POLY VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED GRANULAR FILL. N i17 j (TIE L F /3#5B S 1 L C I 0 T. I 1 N W4" 0 C. SAB SE OE 1 I I I 2" WI E M AL 0 K LOE LOE 5' 8' I' I I I I REMOVE WINDOW AND CONCRETE BLOCK I 01 10 I FOR NEW EXTERIOR "FRENCH" GROUT 1 CELL SOLIDDOOR. EACH SIDE T 1#5 BAR VERTICAL ------ � -- NEW V�,NIT----r-----� AND MIRR R EXISTING I I 4'-3" 00 I I G 0 ST 1 E 0 C TE NEW F 0 R L B) 6"STEP I M I I o I I I II II 0 z. to I 41 1 1 1/ L/- 4'-3" N 0 o 2. 12" WIDE IN 3#5 BARS x18"LONG DOWEL AND EPDXY 6" MIN, INTO EXIST FTG. REFER TO MASONRY WALL CONNECTION DETAIL I r L- — — — — I 0 1 I I 1 ---� I EXISTING 24"WIDE x12" DEEP CONCRETE STEMWALL FTG. W/ 31 #5 BARS CONT. I I I I I I I I I I I I I I � 1 I � I I I I I I I I I � j T_ 8'-0 1 /2" I I I I I L----------------------=----=-----C--- L------------------------------� -------- --i------- — — — — — — —I rF----------------------- ° I OOR LEVEL W/ EXISTING LIVING J I I ROOM SLAB W/ NEW CONCRETE OVER — I I EXISTING SLAB. I V I I I I I I I NEW CONCRETE AROUND EXISTING STEEL I I -COLUMNS. WELD HEADED STUDS TO COLUMNS PER DETAIL. I I I I ) I I I REMOVE CONCRETE BLOCK COLUMNS I I I CI I I I I L--1 I I I I I - --------J �_:1 E----I E I _ — — — — — — — — — — — — — — — — J 8'-0 1 /2" F O U N D A T I O N P L A N FXISTINr TIF RAA hIPW TIP aiA MASONRY WALL CONNECTION DETAIL SCALE 2) # 6 BARS T & B W/ 6" 41N. EMBED. AND EPDXY \ITO EXIST CONC BM :XTEND 2'-6' INTO JEW CONIC. BEAM OVETAIL ANCHORS AT ACH COURSE. FASTEN TO XISTING MASONRY WALL ,ND OR CONIC COL W/ (1) .145 DIAM HILTI POWER ,CTIVATED FASTENER 1 1/4" MIN PENETATION ,T EACH ANCHOR # 5 DOWEL W/ 6" MINI MBED. AND EPDXY JTO EXIST CONIC FT'G ,T 12" O,C, TYP # 5 BARS CONT. YPICAL FT'G STEEL 1/2" = V-0" VILLAGE ARCHITECTS AIA 19940 MONTA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www. V illage-Architects.com AA26001195 W U z W� Q a O wWC7w D��D U 1� v Seal : Mitchell E. Miller Florida Licence No. AR91772 Asp rincipal of Village Architects AIA, Inc. Copyright © 2006 Village Architects AIA All rights reserved. These drawings are the Property of the architect and are not to be used for any other projects except by agreement with The architect in writing. REVIS- 10 Cons iIW'. ALBERT A.Structural En LICENCE NO.PE 32682 op, 324 SUNSETET WEST PALM BEACH, FLORIDA THESE PLANS Phone (561) 686-5554 ANS AND ALL PROPOSED WORK Fax (561) 688-6546 F AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Revisions: — — — —I COMPLY WITH ALL APPLICABLE CODES. 2-5-08 LANAI ADDITION ARB — + VERIFY 2-28-08 LANAI ADDN PERMIT I I 2" MIN CONCRETE — I rCOVERAGE TYPICAL } SP , ��v• NEW CONCRETE AROUND > �y, EXISTING 4"x4"x1/4" STEEL Sheet Title: COLUMNS. WELD (4) NELSON STUDS TO COLUMNS 16" O.C. VERTICAL FOUNDATION I PLAN BOX OUT COLUMN DETAIL 1"=1'-0" Scale: - JI Comm.: Date r 05-036 Drawn: Checked RSC MEM Sheet No. S1 2/28/2008 1:55:45 PM, DesignJet 755CM C3198A.pc3 MAR 0 3 2008 "SIMPSON" TRUSS TIE DOWN CONNECTORS APPROVAL PRODUCT NAILS TO NAILS TO ALLOWABLE LATERAL LOADS MARK NUMBER CODE TRUSS BEAM UPLIFT Fj (PERPEND) F2 (PARALLEL) AO FL1901 HETAL20 15-10dxl 1/2" EMBED 1810 # 415# 1100# OB FL1901 HETA16 10-10dxl 1/2" EMBED 1805 # 335# 730# OC FL3751 VTC2 5-10dxl 1/2" 4-1Od 405 # - - 0 NOTE: 1�. ALL ROOF TRUSS TIE DOWN CONNECTORS SHALL BE GALVANIZED. TRUSS CONNECTOR PRODUCT CODE NUMBERS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. SUBSTITUTIONS ARE ACCEPTABLE WITH THE APPROVAL OF THE STRUCTURAL ENGINEER. Q OPTIONAL 24-10dx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—BACKS" IN ACCORCANCE WITH TRUSS SUPPLIERS DETAILS. DESIGN CRITERIA: DESIGN CODE: FLORIDA BUILDING CODE 2004 WITH 2O06 AMENDMENTS �� I SUPERIMPOSED LOADS: O #4x3'-6 T 12" ol.J TOP (TYP. ALL ARdUhD) ROOF: 2nd FLOOR 0 I I I m DEAD LOAD = 25 psf DEAD LOAD = 75 psf LIVE LOAD = 30 psf LIVE LOAD = 40 psf p4x6'—O" a.. OP AT 12" o.c. aI TOTAL = 55 psf TOTAL = 115 psf — — — - — — — IL I WIND: ~ WIND SPEED= 140 mph 0 EXPOSURE "C" #5 AT 12" O.C. BOTIO �l O BUILDING CATEGORY II m I I N pI re GABLE END ZONE # 3 ZONE # 1 ZONE # 2 ZONE # 3 NAILING PATTERN 8d RING SHANK NAILS ZONE # 1 4" O.C. AT EDGES ZONE # 2 6" O.C. AT INTERMEDIATE ZONE # 3 11 4" O.C. AT EDGES 4" O.C. AT INTERMEDIATE NOTE GLUE DN SHEATHING TO TRUSSES 4'-0" IN FROM ROOF PERIMETER TB1 �k�k T61 TB1 **INDICATES ARCHED CONCRETE BEAMS MIN. LAP LENGTH (INCHES) BAR GRADE 60 48d #3 18 #4 24 #5 30 #6 36 #7 42 #8 48 #9 54 #10 60 #11 66 SCHEDULED BM. SEE BM SCHEDULE FOR SIZE AND REINFORCING TYPICAL ARCHED BEAM DETAIL N.T.S. U = 2148i (D+C CONCRETE BEAM SCHEDULE (fc=4,000 PSI, U.N.O.) BEAM NO, TOP OF BEAM ELEV. SIZE REINFORCING STIRRUPS REMARKS BOTTOM 70P CONT. C E M T81 13'-11" 12"09" MIN 3 #5 3 #5 — — — #3 AT 19" O.C. ARCHED BEAM, 2 ROWS 2 #5 MID, ADD 2#5 BARS BOTTOM AT ANGLE TB2 14'-0" 8"xl6" 2 #5 2 #5 — — — #3 AT 12" o.c. R81 23'-0" B"x24" 2 #6 2 #5 — — — #3 AT 12" o.c. 2#5 MID INTERNAL PRESSURE COEFFICENT= 0.18 O 6 CONCRETE SLAB .I I m Dal " TOP OF SLAB 14'-0' I BEAM NOTES: WIND IMPORTANCE FACTOR = 1.0 ti MEAN ROOF HEIGHT = 26'-6" * I I d I I 1. ALL BEAMS SHALL HAVE #3 STIRRUPS AT 24" o.c. MAX. FOUNDATIONS: FOUNDATIONS DESIGNED FOR AN ALLOWABLE SAFE BEARING CAPACITY OF 2,500 psf. CHIP SURFACE OF EXISTING 2. CONCRETE BEAM DEPTHS VARY + OR - 2" FOR MASONRY I I CONCRETE: 3,000 psi FOR FOOTINGS AND SLABS ON GRADE. I Q CONCRETE BEAM TO ROUGHEN FOR OPENING REQUIREMENTS 4,000 psi FOR ALL STRUCTURAL CONCRETE (U.N.O.) W/ WATER m 1111 m BONDING. DOWEL 6#5 BARS x 24" 3. ALL BEAMS OVER 24" DEEP TO HAVE (2)#5 MID BARS PER LONG 5" (2 TOP, 2 BOTT, 2 MID) /CEMENT RAT O = 0.54 O I1 tI 12" OF DEPTH 4000 PSI FOR ALL EXT BALCONY SLABS W/ WATER / CEMENT _ _ _ _ INTO EXISTING TIE BEAM. SET — � �- — — — — — — — W/EP 4. ALL PRECAST CONCRETE LINTELS SHALL BE HIGH RATIO = 0.4.-- — 11 — e— STRENGTH LINTELS AS MANUFACTURED BY REINFORCING STEEL: CONFORMS TO ASTM A615, GRADE 60 l s CAST-CRETE OR ENGINEER APPROVED SUBSTITUTE. DEFORMED BARS. LINTELS SHALL HAVE 8" NOMINAL END BEARING WELDED WIRE MESH: CONFORMS TO ASTM A-185. EXISTING 22" DEEP FLOOR TRUSSES MASONRY WALLS: MASONRY UNITS: ASTM C-90 (f'm = 1,5 EWORK OPENING —�AT 24" o.c, TO REMAIN III psi) MORTAR: ASTM C-270, TYPE "M" OR "S" GROUT: AST IG T.B. TO STIN C-476 (PEA GRAVEL CONCRETE IS PROHIBITED) EMAIN. EXISTING 22" DEEP FLOOR— r — — L GIRDER-MUSS-1O REMANAL — STRUCTURAL STEEL: STRUCTURAL STEEL TUBING SHALL CONFORM TO I ASTM A-500, Fy = 46 ksi. STRUCTURAL STEEL PLATES SHALL CONFORMr7! TO ASTM A-36. ALL SHOP CONNECTIONS SHALL BE WELDED UTILIZING l� w E70XX ELECTRODES. I I V) I co W006: STRUCTURAL W000 COMPONENTS SHALL HAVE THE FOLLOWING I III I � r -1 MINIMUM ALLOWABLE FIBER STRESSES: I l I Dd BENDING: 1,200 psi I III ¢ I `� SHEAR: 90 psi I I M I EXISTIN G l I l Cl- Uj W I CANTILIEVERED WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PROTECTED OR I III o O I CONCRETE BALCONY - AIN PRESSURE TREATED IN ACCORDANCE WITH AITC-109. I I I - ~' I I TO R RIETE I I V O z I-1 I MANUFACTURED WOOD: MEMBERS DESIGNATED 'LVL' (.=g• , 1-3/4" x I III 11-7/8" LVL) SHALL BE LAMINATED VENEER LUMBER AS MANUFACTURED BY I II F N TRUSSJOIST MacMILLAN (MICROLLAM), OR ENGINEER APPROVED SUBSTITUTION. L I — — J Fla= 2600 psi, E = 1,900,000 psi, Fv = 285 psi. 11 — �\ w ¢ II I II -�_ --- �� -_- _- _- -- - _- - _---- - - - -- - 1L- --- -- - - ---- r / EXI ING 1 -0" HIGH i Tl L -- BEAZINC; W LL I I I EXISTING I I I �T — —ARCHED L — I i OPENINGS 6„ I I III I I I I rUj �L- I _ —— / I I MODIF w (nn III I I EXIST Gm N � LLIr ___�JJIILIII JI LIII LTB6 0 oz REMO E EXITING C NCRE EXISTING O� C II EIN TEEXISTING CONCRETE BLOC COLU NS A RW RK d w DECK TO Ell SLAB 7" TO 6". TOP -EXISTG ARCHED C NRETE w OF SLAB 13'=6" BEAM PER DETAIL ° `n O IIIIIIIII E N Z. 0 I I II 6 Y (n III _ LrI- H VIA L EXISTING Ff ARCHEDVol,l OPENINGS JI y _ r� I I I ll I I �I� IIII II �----I- J EXIST G 12' 0" HI L _ __— BEARI G WA L-------� Z---r-, I� - =- = =- =-= -- -i---------- — --- — — — — — — - I I.I L� W ET F R A M I N G ;N I�; A N I I III III I I 2/28/2008 1:56:34 PM, DesignJet 755CM C3198A.pc3 I III !II I I A A =1074# DD NEW 23'-0" BH. 1 - — — — — I \ \ NEW ll \ OVER lI \ - - _J I G \ --J U= # I \ I L sTti� (n w I y�A i I ii I L 9l�Fl c�+s T NOTE USE 25" OVER LAP FOR cPI IrFc Ld 2 # 5 BARS TOP 5 BARS BOTTOM HM BE STANDARD ACI HOOK `# 5 BAR IN GROUT FILLED CELL AT 8' O.C. DOWN POUR DETAIL SCALE 1/2" = V-0" WMI�WagggaM WE . TRAY CEILINGFav ;:le EW 23'-0" BH =MOVE EXISTING OVERHANG ALL TRUSS CONNECTORS SELECTED ARE BASED ON AN F2 LATERAL FORCE OF 470# AT EACH TRUSS --- --- r / l l------LINE OF EXISTING HIP AMING TRUSSES / I CL------ U- 10# L------- II INESE jo F+ AND SU S D ACC p l l AFQ T Tp R M qNV gyFIE(D /NSP �j CC WINyCgCISaR V �N 0 t�I 0 U P P RX w BORE TWO 9" DIA HOLES FOR A/C SUPPLY DUCT. VERIFY SUPPLY SIZE AND VERIFY CHASE LOCATION W/ ENGINEER PRIOR TO CONSTRUCTION. LOCATION ABOVE LIVING ROOM CEILING AND BELOW CONCRETE SLAB BEYOND. LOCATION TO BE IN MIDDLE 1/3 SPAN OF OPENING, VERIFY THAT HOLES MISS MID BAR REINF AND TIES. IF TWO HOLES ARE BORED, VERIFY 24" MIN DISTANCE BETWEEN. NOTE: BOTTOM REIN OF EXIST BM MUST REMAIN UNDISTURBED. 1/3 MI7DE 3 SPAN 13 -10' TOP— OF BM T 10'-8" BOTTOM OF BM rLO -0 F.F. I JP CHIMNEY 5��0 M /Y N G LINE OF CONCRETE BALCONY BEYOND 1 38" EXISTING EAM DEPTH — — _ — — 4" b1fI`+ — X__--- ----J ____ ____-- 'Qx, V' �k,/,r, ` Y \� A 00 REMOVE CONCR TE' LOCK COLUMNS AND EWRK CONCRETE BEAN♦, REMOVE ARCHED CONCRETE 1 REAS AND ANGLED B TTOM STEEL 5'/) TO 10'-8" IN H r, MODIFICATION TO EXISTING T136 1/4'=1'-O" VILLAGE ARCHITECTS AIA 19940 MONA ROAD, SUITE 2 Tequesta, FL 33469 Phone:561-743-4959 Fax:561-743-1225 www.Village-Architects.com AA26001195 W U W� Q O wW�w Q � O� 0�00 W U U a �./ O L) 1-4 Seal : Mitchell E. Miller Florida Licence No. AR91772 As Principal of Village Architects AIA, Inc. EC WAA�,RK Copyright © 2006 P0Ais S %//a* Village Architects AIA All rights reserved. SR Q These drawings are the Property of the archKec: ES, and are not to be used for any other protects except by ag^eemcnt with The architect in writing, ��— Consultant: Consult* ZQ ------ - - - - - ALBERT A. MJ 0! ,.E. — — — — — — — — — — — — — — — Structural Engineering Consult LICENCE NO, PE 32582 324 SUNSET RD. WEST PALM BEACH, FLORIDA Phone (561) 686-5554 Fax (561) 688-6546 Tl ' Y=0" CLG HT. P VA N EXISTING HORIZONTAL BOTTOM STEEL TO REMAIN. REMOVE ANGLED BOTTOM STEEL AS NEEDED EXISTING T86: 8"x38" MIN ARCHED CONCRETE BEAM W/ 2#5 BARS BOTTOM, 2#5 BARS TOP, 2 ROWS OF 2#5 BARS MID, #3 STIRRUPS AT 24" o.c., 2#5 BARS BOTTOM AT ANGLE NOTE: TREAT ALL EXPOSED STEEL W/ CORROSION PROTECTION MAR 0 3' 2p08 2-5-08 LANAI ADDITION ARB 2-28-08 LANAI ADDN PERMIT Sheet Title: UPPER AND LOWER FRAMING Scale: 1/4" = 11 -011 Comm.: Date 05-036 Drawn: Checked RSC MEM Sheet No. S2