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HomeMy WebLinkAbout4260, 4250, 4240, 4230, 4220, 4210 Windsor Lake Cir UMIT 6 - BC06-002710 (WINDSOR LAKE TOWNHOMES) (NEW BUILD) (A) (2)PERMIT ADDRESS "1�� 1�I !�7®` Jo�30 " 7a7�o" W®SUBDIVISION /, GL S� R WIPJCL50K A6,K4E G' %KC /e CONTRACTOR / I I jMC ,ffCl,6S jLJ,0pj e S ADDRESS /foo/ -SCIENCE- Dg D&C.ANDO, FL 3QU16 PHONE NUMBER 4/0/ - o e 7 - & 9-dy4o PROPERTY OWNER m ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # ' DATE PERMIT DESCRIPTION 40 PERMIT VALUATION 605� SQUARE FOOTAGE /40.0 rJ Q i A 1. SPRINKLER REQUIRED: YES 2, TYPE VI FBC CONSTRUCTION 3, FBC OCCUPANCY CLASSIFICATION TYPE: R3 4, NUMBER OF STORIES: 2 -STORIES BUILDING HEIGHT: 28'-7" 6. CONDITIONED 8c UNCONDITIONED ABBEY: CONDITIONED - 1659 SQ. FT. UNCONDITIONED - 325 SQ. FT. AUSTIN: CONDITIONED = 1463 S,Q. FT, UNCONDITIONED = 316 SQ. FT. MADISON: CONDITIONED - 1254 SQ. FT, UNCONDITIONED - 308 SQ, FT, 7, COST ESTIMATE _ ABBEY: $98,425 AUSTIN: $95,&050 MADISON: $89,024 8. 2001 FLORIDA BUILDING CODE 2001 FLORIDA PLUMBING CODE NATIONAL ELECTRICAL CODE 0 Mercedes Homes 12001 Science Drive quite 160 Orlando, Florida 32826 PHONE: 407-275-5591 Amer Hours:. 407-657-6479 FAX: 407-282-1563 5Tk,['YIEN E. KASTNER P.E. ENGINEE.R. _ L-ICENSF #PE 39528 MICHAEL P. MELZER P.E. _ LICENSE # PE 41101 Engineering 1535 Cogswell Street, Suite C-19 Drafting Services; RockledgeF L 32955 1636 Cogswell St, Suite C-18 9 Rockledge, Florida 33 21 - 6 3 6- 0 4 8 9 Ph(321)636-0489 Fax (321)838)630 -8128 Phone . LEGAL DESCRIPTION DESCRIPIFON: TRACT A, TOWNHOME DEVELOPMENT TRACT BEING A PORTION OF SECTION 12, TOWNSHIO' 20 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA MORE PARTICULARY DESCRIBED AS FOLLONS: FROM''AN1NTERSECTION OF THE SOUTH LINE OF THE NORTH 1683.52' OF THE NORTHWEST 4 OF SAID SECTION -12, WITH THE WEST RIGHT-OF-WAY LINE OF STATE ROAD 417, AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP 97770-2306, SHEET 3 OF 8, RUN THENCE S89'22'42"!V ALONG THE SOUTH LINE OF THE NORTH 1683.52' OF THE NORTHWEST 4 OIF SAID SECTION 12 A DISTANSE OF 837.72' TO AN INTERSECTION WITH THE EAST LINE OF THE WEST 1579.60' OF THE NORTHWEST4 OF SAID SECTION 12; RUN THENCE S00'04'43"W ALONG THE EAST LINE OF SAID WEST 1579.60'A DISTANCE OF 101.53' TO THE P.C. OF A CURVE CONCAVE NORTHWEST AND HAVING A RADIUS OF 1290:91'; RUN THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 14'19'18" A DISTANCE OF 322.69' TO THE P.T. OF SAID CURVE; THENCE S14.24'01"W A DISTANCE OF•471;80; THENCE N75.35'59"W A DISTANCE OF 455.00' TO AN INTERSECTION WITH THE EAST LINE OF THAT '80;-THENCE EASEMENT DESCRIBED IN OFFICIAL RECORDS BOOK 1170, PAGES 619 THROUGH 646, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, (ALSO KNOWN AS, AMERICANA BLVD); THENCE CONTINUE N75'35'59'W A DISTANCE OF 10.00' TO THE POINT OF BEGINNING; RUN THENCE N14'24'01"E PARALLEL WITH THE EAST LINE OF SAID AMERICANA BLVD A DISTANCE OF 37.59' TO THE P.C. OF /A CURVE; THENCE S46'46'26'E ON A NON -RADIAL BEARING A DISTANCE OF 1.52; THENCE N38'04'35"E 80.71"; THENCE N33'24'4J'E 104.53'; THENCE N27'5348"E 83.80'; THENCE N54'51'06"E 27.28'; THENCE N24'a1'06"E 10.55'; THENCE'N05'08'54"E 10.73'; THENCE N37'53'08"E 29.00; THENCE N43'32'04"W 10.94; THENCE N39'05116"W ; 116.36';1HENCE N1 1'29'52"E 71.21'; THENCE N49'10'13"E 30.62; THENCE N22'54'12"E 35.43; THENCE N60'50'46"E 111.16; THENCE N23'27152"E 118.97; THENCE N39'36'31"E 55.86; THENCE N14'32'01"W 10.94; THENCEN64'57'16"W 116.36; THENCE N59'37'31"W 103.80; THENCE N20'03'17"W 50.05; THENCE N35'22'38'''lV 20.48'; THENCE N05'23'22"W 8.04'; THENCE N24'35'55"E 85:16; THENCE N04'17'48"W 19.50; THENCE N00'31'22"W 41.05; THENCE N36'26'30"E 27.35' TO AN INTERSECTION WITH THE WEST RIGHT -OF -WAY LINE OF SAID STATE ROAD 417; RUN THENCE ALONG THE WEST RIGHT -OF -WAY LINE OF SAID STATE ROAD 417 THE FOLLOWING COURSES AND DISTANCES; N31'4846"W A DISTANCE OF 46.03"; THENCE N38'51'22"W 223;"1'; THENCE DEPARTING THE WEST RIGHT-OF-WAY LINE OF SAID STATE ROAD 417 RUN N84'55'14"W A DISTANCE OF 347.41; THENCE S76'02'11 11"W A DISTANCE OF 90.09; THENCE S89'22'42"W A DISTANCE OF 480.20; THENCE S00'04'43"W A DISTANCE OF 282.70' THENCE S19'14'32"E 21.98'; THENCE S64'14'32"E 75.53; THENCE S67'08'31"E 126.32; THENCE S26'49'28"E 50.13; THENCE S45'03'54"E 56.70; THENCE S611'11 1'35"E 19.21'.; THENCE S28'50'13"E 126.20'; THENCE S25'19'25"E 137.26; THENCE S03'00'00"E 305.70; THENCE S23'48'57"E 18.96'; THENCE S08'12'07"W 60.74; THENCE S02'51'26"E 104.26; THENCE S10'14'08"E 70.88; THENCE S60'3558"E 63.181; THENCE S82'47'54"E 139.19; THENCE S4646'26"E ON A NON -RADIAL BEARING A DISTANCE OF 1.00' TO A POINT ON THE ARC OF A CURVE CONCAVE SOUTHEAST AND (HAVING A RADIUS OF 230,00; THENCE FROM A CHORD BEARING OF S30'34'23"W RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32'20'43"A DISTANCE OF 129.84' TO THE P.T. OF SAID CURVE; THENCE S14'24'01"W A DISTANCE OF 37.59' THENCE S75'35'59"E A DISTANCE OF 60.00' CONTAING 22.67 ACRES. SITE MAP NOT TO SCALE N N d- AIRPpRr glVp, 417 AIRPORT BLVD. LK. MARY BLVD. N P � i Pli,_d.N M. 4 s �C t N(Si YSFs. pw"r) �mvjrvmo CITY Cw 4,41 0 OVERALL LAYOUT 4 FOUNDATION 1-3 ' I A FOUNDATION 4-6 r :x.1.1 FLOOR PLAN (1st) 1-31. 1-\1.2 FLOOR PLAN (1 st) 4-6 X2.1 FLOOR PLAN (2nd) 1-3 Q.2 FLOOR. PLAN 2nd 4-6 COURTYARD WALLS (ABBEY UNITS) . ,'D1 INT. ELEVS . OPTIONS ,& & PLUJN1B. D2 BUILDING & STAIR SECTIONS El FRONT ELEV S . Z REAR ELEV S . E3 RIGHT & LEFT ELEV S . M1.1 ELECTRICAL (1st) 1-3 M1.2 ELECTRICAL (1 st) 4-6 M2.1 ELECTRICAL (2nd) 1-3 M2.2 ELECTRICAL (2nd) 4-6 TI ENGIN. SHEET T2 TRUSSES (Floor) T2A TRUSSES (Roof) ! T3 STRUCT. SECTIONS , SITE PLAN A: CIVIL SITE PLAN J,, PLAN B: CIVIL SITE PLAN .SITE S2 SPRINKLERPLAN REVIEWED ,. B Seaford Fire Prev Dive 0 I O LO 1 2 3 4 5 6 FIRST FLOOR PLAN SCALE: 1/8 = V-10" 1 2 3 4 5 6 SECOND FLOOR PLAN SCALE: 1 /8" V -0" COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. Is strictly prohibited. This design is protected by federal copyright iows. JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 AREA TABULATION UNIT LIVING: FIRST FLOOR: 3910 SF. SECOND FLOOR: , SF. UNIT 3 UNIT 4 UNIT 5 UNIT 6 g w.LC I- wa.c o LIVING: FIRST FLOOR: 1486 SF. TOTAL NON -LIVING: 600 SF. 600 SF. 630 833 SF, SF. 725 934 9'-0•/CAMP. I 19'-0•/GV1P• 630 SF. SECOND FLOOR: 9 4 SF. 833 SF. 654 1254 1 BEDROOM j2 BEDROOM /3 BEDROOM ;2 BEDROOM j3 BEDROOM /2 B,A7H � I I BATH � BEDROOM /2 CARPET BEDROOM BEDROOM 02 9'-07 CARPET BEDROOM /3 Y-0 � CARPET BEDROOM 9'-0-/ CARPET 9'-D•/ CARPET 9'-07 CARPET 9'-07 CARPET 9'-0,/ CARPED 9'-O7YTNn 9'-w/,ANYL 9'-0•/ ET 9 -0/CARPET SF. 64 ET 9'-07 CARPET 64 SF. 72 SF. 70 SF. LANAI: GARAGE: . T_:F. 265 'SF, 244 SF. 244 SF. 244 SF. 244 SF. 255 SF. ENTRY: o WJ.0 r W.I.0 o SF. 21 SF. 21 SF. 21 — T — SF. w,I.a NON—LIVING: 325 Sr. 337 SF. 329 SF. 329 SF. 337 SF. —) -- L � --- L_ JL_ J M, BATH' I – I M. BATH – L_ JL_ J --- ®- JN -- uuNORY F -I I— L J UVNORr 9'-0'/ "Nn , BarH �� — uUNDRY� � — —� '-07 UUNDRY 9._0. ® LAUNDRY r — � � U 9 -0 / — BATH i1 vmt 9 / ` L J r —I 9'-° / VINYL j VINYL L'J I b — " — I W.I.0 L� —J TH / ® 9'-0'/ J L J Q Q✓J BATH 9'_07 Wm. W LC AI c 5 9 9'-a7CMP. I L J I 9' a7CIflP. � Q� C I i9 9' 0 r "NY. a � L J L I xti� — ��fr " W.LC 0 I — ti _ I O W.LC 9'-0'/CARP. 9'-0•/CARP, LOFT LOFT 9'-0'/ CARPET � M. 9'-0•rVOI — M. BATH — 9'-0•/'AN'TLcc �, -�/ M. BATH M, BA1H _ 9'-0'/ VINYL — MASTER BEDROOM MASTER BEDROOM — 9'-07 MYL 9'-0• / CARPET 9'-0• / CARPET MASTER BEDROOM MASTER BEDROOM 9'-0' / CARPET 9'-0' / CARPET MASTER BEDROOM I I I I MASTERLi BEDROOM 9'-0' / CARPET 9'-0, / CARPET L-- L-- --J --J 10'-0" 12'-0" 10'-0" 10'-0" 12'-0" 10'–U" 23'-4" 12'-2" 12'-2" 1 2 3 4 5 6 SECOND FLOOR PLAN SCALE: 1 /8" V -0" COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. Is strictly prohibited. This design is protected by federal copyright iows. JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 AREA TABULATION UNIT LIVING: FIRST FLOOR: 3910 SF. SECOND FLOOR: 4842 SF. UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT UNIT 2 LIVING: FIRST FLOOR: 1486 SF. TOTAL NON -LIVING: 600 SF. 600 SF. 630 833 SF, SF. 725 934 SF SF. -1 125 SF 630 SF. SECOND FLOOR: 9 4 SF. 833 SF. 654 1254 SF. SF. 654 1254 SF, SF. 1463 SF. 1659 SF. TOTAL LIVING: 1 659 ;�, 1463 SF. NON—LIVING: = 72 SF. 64 SF. 64 SF. 72 SF. 70 SF. LANAI: GARAGE: . T_:F. 265 'SF, 244 SF. 244 SF. 244 SF. 244 SF. 255 SF. ENTRY: 21 SF. 21 SF. 21 SF. 21 SF. 325 SF. TOTAL NON—LIVING: 325 Sr. 337 SF. 329 SF. 329 SF. 337 SF. UNDER ROOF: (984 Sl. I'. 1779 SF. 1562 SF. 1562 SF. 1779 SF. 1984 SF. AREA TABULATION TOTALS LIVING: FIRST FLOOR: 3910 SF. SECOND FLOOR: 4842 SF. TOTAL LIVING: 8752 SF. NON—LIVING: LANAI: 412 SF. GARAGE: 1486 SF. TOTAL NON -LIVING: 1898 SF, UNDER ROOF: 10650 SF. PARTY WALL NOTE: SEE PARTY WALL SECTION ON T4 FOR FIRE RATING 6 -UNIT TIVOLI TOWNLIOMES OVERALL LAYOUT n SCALE (1-11,10):CDS a ORL-000214-05 SHEET: 1/4" = 1'-0" ORL-000219-05 AO DRAWN BYSCT 7 ^ 17 r PROD. DEV. •(.J it --.J` WALLS: CHECKED BY MASTER # X XXXX05BR_01_ JD STEPHEN E. KASTNER P.E. LICENSE # PE 39528 MICHAEL P. MELZER P.E. LICENSE # PE 41101 J F - 1535 Cogswell Street, Suite C-19 060 - _ . Rockledge, FL 32955 FOR STRUG'TURAL CERTIFICATION ONLY Phone: (321)-636-0489 t . 0 i 0 UNIT #1 /ABBEY SEE D1 FOR OPT. PATIO SLABS 132'-8" (TOTAL BUILDING LENGTH) UNIT #2,/ AUSTIN UNIT #3 /MADISON DESIGNED PER FLORIDA FIRE PREVENTION CODE, 2004 ED. PARTY WALL NOTE: SEE PARTY WALL SECTION ON T4 FOR FIRE RATING 11 COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or Unauthorized use of these documents or any other project without written permission from Mercedes Hames Inc. is strictly prohibited. This design is protected by federal copyright laws. JOB REVISIONS REV DATE DESCRIPTION DRAWN BY I APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 UNIT #1 UNIT #2 UNIT #3 UNIT #4 UNIT #5 UNIT 96 TOTAL FLOOR PLAN SCALE: IRs f:::ePLAN NOTES ALL UNITS: * TILE ROOFS * TILE FOYER * FIRE SPRINKLER SYSTEM * STEEL TUB IN ALL BATHS * BRONZE WINDOW FRAMES *KNOCKDOWN CEILINGS S1. AUGUSTINE SOD ID = 6 -UNIT TIVOLI TOWNHOMES FIRST FLOOR PLAN (1-3) SALE (UND): 1/4" = 1'-0" CDS # ORL-000214-05 ORL-000219-05 SHEET: A 1 a I DRAWN BY PROD. DEV. SCT If 72175 WALLS: CHECKED BY X MASTER # XXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 FOR STRUCTURAL CERTIFICATION ONLY M 11 UNIT #4 /MADISON UNIT #5 /AUSTIN SEE D1 FOR OPT. PATIO SLABS UNIT #6/ABBEY DESIGNED PER FLORIDA FIRE PREVENTION CODE, 2004 ED. PARTY WALL NOTE: SEE PARTY WALL SECTION ON T4 FOR FIRE RATING COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes.Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc, is strictly prohibited. This design is protected by federal copyright lows, JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 2 SSEP05 SPEC D SWIFT ENGINEER 1 2 O 0 0 0 O UNIT #1 UNIT #2 UNIT #3 UNIT #4 UNIT #5 UNIT #6 TOTAL FLOOR PLAN er c. rrrs PLAN NOTES ALL UNITS; * TILE ROOFS * TILE FOYER * FIRE SPRINKLER SYSTEM * STEEL TUB IN ALL BATHS * BRONZE WINDOW FRAMES * KNOCKDOWN CEILINGS * ST. AUGUSTINE SOD l 6 -UNIT TIVOLI TOWNHOMES FIRST FLOOR PLAN (4-6) SCALE (uN0): 1/4" = 1'-0" CDS # ORL-000214-05 ORL-000219-05 SHEET: A 2 DRAWN BY PROD. DEV. SCT #72175 WALLS: CHECKED BY X MASTER # XXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 > - --- FUC7URAL CEP,TIFICATIJiJ ONLY MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 132'-8" UNIT #1 /ABBEY UNIT #2 /AUSTIN � F.R.P. = FIRE RATED PLYWOOD WITHIN 4'-0" OF PARTY WALL. DESIGNED PER FLORIDA FIRE PREVENTION CODE, 2004 ED. PARTY WALL NOTE: SEE PARTY WALL SECTION ON T4 FOR FIRE RATING UNIT #3 /MADISON WINDOWS IN RELATION TO LANDING/TREADS (TEMP. NOT NEEDED) N/1 = 5'-8 13/16" = 10'-9 5/16" = 7'-7 1 /2„ * THIS IS THE HEIGHT FROM THE LANDING/ TREAD TO BOTTOM OF WINDOW. L J COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc, The reproduction or unouthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws, JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 UNIT #1 UNIT #2 UNIT 43 UNIT #4 UNIT #5 UNIT #6 TOTAL FLOOR PLAN srxE: me 7FT,,r7 N NOTES ALL UNITS: S * TILE FOYER * FIRE SPRINKLER SYSTEM * STEEL TUB IN ALL BATHS * BRONZE WINDOW FRAMES * KNOCKDOWN CEILINGS * ST. AUGUSTINE SOD 6 -UNIT TIVOLI TOWNHOMES SECOND FLOOR PLAN (1-3) SCALE (UNO): CDs # ORL-000214-05 SHEET; 1/4" = 1'=0" ORL-000219-05 A2. 1 DRAWN BY PROD. DEV. SCT b 72175 WALLS: CHECKED BY MASTER # X XXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 MICHAEL P. MELZER P.E. LICENSE # PE 41101 P 2 2000 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 — FOR STRUCTURAL CFRTIFICA710N ONLY 0 1 �7'—R" (TnTAI nl fit nihil- I CAI( -TUN F.R.P. - FIRE RATED PLYWOOD WITHIN 4'-0" OF PARTY WALL. DESIGNED PER FLORIDA FIRE PREVENTION CODE, 2004 ED. PARTY WALL NOTE: SEE PARTY WALL SECTION ON T4 FOR FIRE RATING 6—UNIT TIVOLI TOWNHOMES v SCALE (UNO): ZIo SHEET: J 7'-5" 8'-7" 6'-0" 5'-6" 10'-10" 5'-8" 5'-8" 11'-0" It 5'-8" ORL-000219-05 O19 DRAWN BY PROD. DEV. * THIS IS THE HEIGHT FROM THE LANDING/ TREAD TO BOTTOM OF WINDOW. WALLS: CHECKED BY MASTER � XXXX05BR_01 2 STEPHEN E. KASTNER P.E. D2 1 LICENSE # PE 39528 F.R.P.5141HR F.R.P. F.R.P. 5141 HR 5141 HR F.R.P. F.R.P. 5141HR 5141HR 3020FX TEMP EGRESS MICHAEL P. MELZER P.E. EGRESS GRESS I EGRESS E RESS 11 1q rte_~ 1 RD/ SH, Rockledge, FL 32955 Phone: (321)-636-0489 FOR STRUCTURAL: CkRTIFICATION ONLY r— — .I.0 _ TUB/SHWR 9 tI I /CARP. 5-2BEDROOM 00 c BAH # 2 BEDROOM #3 BEDROOM #2 BEDROOM #3 9'-0"/ CARPETBEDROOM 2668 9'-0'/ CARPE ■ 9'-0"/ CARPETV #2 &�,2bb V C = 0 I N 9'-0"/ CARPET9'-O'/VINYL N N N 9'-0"/ CARIET 10 I NN iVSB48 N2 MC HIGH PLATFORM 1-11 /RETURN BELOW 1 15-0" D 1 SH(0 24" HICH PLATFORM ■ 2'-8" 3'-2' I 6'-2" ■ 00 5' " 1'-10" 3' 7" ,_4" 3'-4" 4' " ® W/ RETURN 5'-2" BELOW 2'-8" -6" 3'- " 1'-10" I -7"vt 4'= 0"_ 5'-2" _0[/TARP., -1 36x (0 (cflv 00 00 (C0 (p c`ry 40686E 00 00 0 (00 to d SHOWER ENT N N N N d L N - 206 u) 12 M, BAT d CL C° c�. - W. I. C. I 9'-0"/ CAR I cL `° rrl _ txlb N cD — — r — — WASHER I DRYER I LOCATION I I LOCATION 1 ® — — — — 1 RD/1 SH I V —_ _ N 9'-O"/VINYL, L _ L _ _ J ® RD/2SH ��� 1 O� AHU 1 D/1 SH 9 m (D IN UTILITY H VE T _ _171 AHU 2RD 2SH C V 1 1RD/1 AN — — UTILITY MC UTILITY ow i VENT v v o °0 r' ___ 6R C V -0 /VINYL FW i CARP. r¢,� 9'-0"/ VINYL 2668 BATH #1 (0 9'-0"/ NYL (a�� -0" u1 N U V MC C � ' OucT �` I 2868 I 1 r I I o0 1 i� L_ — DRAIN I BI F— Z � TPA x Vi 1 _ "i Q V C a C V ATH ���_# 9'-0"/ VINYL ■ TUB/ SHWR I 9'-0'/ VINYL N _ D1 VS63 2� LO 68 o MC on GRAIN 1— — -I PAN r z C V 6. 1 1 v 2x4 FURR D ® a o 3 I I o WC 2868 3 J 7�,. I L L_ 2868 wC - 4SH L° WALL 2' -6" 11,' -Of 2.- 14.. I _J — —I FUR OUT PLUMB WALL I �6, 5'-8" �6 s 1 RD 1 SH — 36x60 — HOWE — 0`O� I TUB/SHWR910 W.I C (024" — HIGH PLATFORM I V TE ED I 9-0"/ 1 ARP. WITH RETURN BELOW I G S _ -o I MC FER UT - s D1 BAT 9'-0" VINY / I I �Ny �i I 1'_0" LOFT = o I DN LUMB W LL IN a o0 I 1 v 9'-0"/ CARPET .I 0 11'-4" 4'_O" 3._2,. 3. 6" ---- 'I 11'-2" 4'-3'. 2 _� ,. 4. �,. 5�-6" I 5'-0' 10'-6" 7 D 1 t$ I L DO DN _ (0 M. BATH r 1 MASTER SUITE �/ ^ ® I 2'-10' ;;, ■ I c 9'-0"/ VINYL - - 1 -4' 9'-0" / CARPET m --- 2 0 wuJi o �n m CL!o -9 6� RAKE WALL = m I > KNEE WALL z V W/STAIP r� _ TO 42" AFF f Y C ®3'-6° N _ CJ Oz E 0 3'-2' 2'-7" CO OBELOWPEN O V M rn OPEN TO --- ® N ■ BELOW I I 2668 1 _ 00 - I I U 2x8 FRA ING 2x8 FR MI 3'-7' 2'-9" _ 0 — DN o — ■ MASTER SUITE■ o 9'-0" /CARPET 2050FX T 2050FX x n L 30 OFX 30 OFX I 1 -J MASTER SUITE 1 A N J w I 2 I 3 c� i 9'-0" / CARPET ? a0 0 o Q 1 D 2 I 2 ■ I Q w x "' w I Of a -- --- I -- --- O 0a ■ 2x F A IN oN N/1 r) N 2050FX 2050FX 2050FX I -■ 1 CMU PARAPET W Z o J 4 I D2 (2) 3050S1-1 EGRESS 30 SH 30 SH EGRESS EGRESS 2'-9" 5'-6" 5-5 5'-6 ,. 2.-9„ 5,-8., 6'-0" 2.-O,. 6'-O,. 2._4.. 3,_O.. 5'-6,. 3'-4" 2._3,. 3'-0" 3'-O., 2,-3,. 10'-4" 11'-8" 10'-4" 11'-10" 22'-0" 22'-0 22'-4" UNIT #4/ MADISON UNIT #5/ AUSTIN UNIT #6/ ARRFv F.R.P. - FIRE RATED PLYWOOD WITHIN 4'-0" OF PARTY WALL. DESIGNED PER FLORIDA FIRE PREVENTION CODE, 2004 ED. PARTY WALL NOTE: SEE PARTY WALL SECTION ON T4 FOR FIRE RATING COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of servicI remain the property of Mercedes Homes Inc. The reproduction or unautho use of these documents or any other project without written permission Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 PLAN NOTES ALL UNITS; * TILE ROOFS * TILE FOYER * FIRE SPRINKLER SYSTEM * STEEL TUB IN ALL BATHS * BRONZE WINDOW FRAMES * KNOCKDOWN CEILINGS * ST. AUGUSTINE SOD 6—UNIT TIVOLI TOWNHOMES WINDOWS IN RELATION TO LANDING/TREADS (TEMP. NOT NEEDED) SCALE (UNO): W1 = 5'-8 13/16" SHEET: = 10'-9 5/16" ORL-000219-05 = 7'-7 1/2" DRAWN BY PROD. DEV. * THIS IS THE HEIGHT FROM THE LANDING/ TREAD TO BOTTOM OF WINDOW. COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of servicI remain the property of Mercedes Homes Inc. The reproduction or unautho use of these documents or any other project without written permission Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 PLAN NOTES ALL UNITS; * TILE ROOFS * TILE FOYER * FIRE SPRINKLER SYSTEM * STEEL TUB IN ALL BATHS * BRONZE WINDOW FRAMES * KNOCKDOWN CEILINGS * ST. AUGUSTINE SOD 6—UNIT TIVOLI TOWNHOMES SECOND .FLOOR PLAN (4-6) SCALE (UNO): CDS "ORL-000214-05 SHEET: 1/4" = 1'-0" ORL-000219-05 A2.2 DRAWN BY PROD. DEV. SCT 72175 WALLS: CHECKED BY MASTER X XXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 MICHAEL P. MELZER P.E. LICENSE # PE 41101 1q rte_~ 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 FOR STRUCTURAL: CkRTIFICATION ONLY JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT' ENGINEER 1 cos N ORL-000214-05 ORL-000219-05 2 DRAWN BY PROD. DEV. 6 -UNIT TIVOLI TOWNHOMES DETAILS SCALE (UNO): 1/4" = 1'-0" cos N ORL-000214-05 ORL-000219-05 SHEET: DRAWN BY PROD. DEV. SCT 72175 WALLS: CHECKED BY X MASTER # I XXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 FOR STRUCTURAL CERTIFICATION ONLY 0. H. = +28'7" A BRG. _ +19' WDW. HD = 2ND. FL. = +10'. BRG. _ DR. HD. F. FL. _ 0.H_ = +28'7" BRG. = +19'::j_7 8" WDW. HD = +16'-8" 4" FF 2ND. FL. = +10'-0 3/4" BRG. _ +8'-8" � F. FL. = 0'-0" i UNITS 1 & 6 BUILDING SECTION SCALE: 1/4 = 1'-0" V_HD_ +17'-7 3/4" (2). 2x8 HEADER :QRS. FOR SLAB/FOOTINGV DETAILS J L L J1 1\ V V I V r r v. SLAB/FOOTING DETAILS UNITS 3 8c 4 BUILDING SECTION SCALE: 1/4 )) = 1'-0" '. HD.= +17'-7 3/4" SEE STRUCT. DWGRS. FOR SLAB/FOOTING DETAILS EXTEND CMU WALL UP THROUGH PARAPET COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unouthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 KNEE WALL MASTER SUITE Z SUPPORT A=� ■ IF, 10, 8" / BRG. = +19'-1 7/8" WDW. HD.= +17'-7 3/4" 2ND. FL. = +10'-0 3/4" BRG.=+8'-8" 3/4" PLYWOOD 0'-0" UNITS 2 & 5 STAIR SECTION SCALE: 1/4 )) = 1'--0" " G -UNIT TIVOLI TOWNHOMES BUILDING & STAIR SECTIONS 2x6 WJ CDS # ORL-000214-05 ORL-000219-05 I I DRAWN BY PROD. DEV. SCT 72175 WALLS: B CHECKED BYX MASTERXXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 FOR STRUCTURAL CERTIFICATION ONLY / 2X8 LEDGER DIAPHRAM i D2 SIM. I / ■ L------ / i� E— 5 IWI OVERFLO NSCUPPER a / D2 ISI 2" ABOVE I.OWEST POINT 0 RAt INC 0 D ERT I� OF FINISHE ROOF & 24" ATE TO DRAI lal SECTION AT GARAGE SQ. MIN OPENING ->' IKI ■ ■ C U PR P T -F I IIml o � >I DRAIN THROUGH FRONT F JF nl WALL OF GARAGE L- L- -J 3YRAINEXTEND CMU -J PARAPET TO MAIN STRUCTURE GARAGE ROOF SECTION GARAGE ROOF FLOORPLAN 4 E1 SCALE: 1/4" = V-0" SCALE: NTS PARAPET WALL FLASHING FIBERGLASS IS CMU CONSTRUCTION MEMBRANE BASE SHEET B" CMU LINTEL 1/2" SLOPE TO ROOF W/1p5 CONT, 12' WASH FASTENED 12" O.C. STRIP SCUPPER W 0 FLASHING MEMBRANE ME7AL METALFCOUNNEO EXTEND TO FRONT EDGE OF SCUPPER 0 CORNER BEAD 8" CONC. HI—TUFF ROOF • SPRAY TEXT. CEMENT FIN. BLOCK MEMBRANE MEMBRANE 8" LINTEL (TYP) 4" FIBER CANT. STRIP SEAM CAULK _ BONDING DECKING ASPHALT PRIMER B" CONC. BLOCK ADHESIVE (TYP.) SET SCUPPER WITH FLANGES PRIMED IN FLASH ADHESIVE - FLooR JOIST NAIL 3° O.C. SYSTEM BASE PLY(S) CANT STRIP SET IN BITUMEN OR PARAPET TOP FLASH ADHESIVE DECK AS SPECIFIED SCALE: NTS 5 TYPICAL PARAPET CANT. FLASHING SCUPPER DETAIL D 2 SCALE: NTS SCALE: NTS BRG. = +19'-1 7/8" WDW. HD.= +17'-7 3/4" 2ND. FL. = +10'-0 3/4" BRG.=+8'-8" 3/4" PLYWOOD 0'-0" UNITS 2 & 5 STAIR SECTION SCALE: 1/4 )) = 1'--0" • e. , s G -UNIT TIVOLI TOWNHOMES BUILDING & STAIR SECTIONS SCALE (UNO): 1/4" = 1'-0" CDS # ORL-000214-05 ORL-000219-05 SHEET; DRAWN BY PROD. DEV. SCT 72175 WALLS: B CHECKED BYX MASTERXXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 FOR STRUCTURAL CERTIFICATION ONLY O.H. - +28'7 5;12 PITON BRG. = +19'-1 7/8 —7 WDW. HD.- +17'3/4" i .. 5:12 PITCH—/ +6' +12' 2ND. fl. _ +10'-0 3/4 _ ❑ _ ❑ ❑ _ ❑ ❑ +0' 12 +10' ❑ 5� ❑ _❑ ❑ +0' +C _ _ +td ❑ ❑_ 12 +d ❑ QS +12' +6' ❑ ❑ ❑ _ ❑ ❑ — ❑ BIRD. _ +8'-8' — SHEET: ❑ ❑ — ❑ ❑ ❑ ❑ — WALLS: CHECKED BY X — STEPHEN E. KASTNER P.E. LICENSE # PE 39528 - +8' +8' —" FOR STRUCTURAL CERTIFICATION -ONLY C.DR.HD.=+6'-4" —1��� 1313 �� E1 as ���� F_�I F ❑a E1 �� �� FFI F --�—�—� oo —►--1 0 -1-1—�-1 FF1_FF oa F_FF oa F_F_FF ❑ ���� ❑ ❑ ❑ 7� F F ❑ ❑ ���� ,4 F F F F ❑ +12' +10' 9P ❑ ❑ +1Y 4 02 4 D2 UNIT #1 /ABBEY UNIT #2 /AUSTIN UNIT #3 /MADISON UNIT #4 /MADISON UNIT #5 /AUSTIN UNIT #6 /ABBEY FRONT ELEVATION SCALE = 1/8 = 19-019 _ O.H. - +28'7" +19'-1 7 8' — WOW_HD.= +17'-7 3/4' 2ND. FL = +10'-0 3/4" F. FL. = 0'-0" l COURTYARD WALLS --- - UNIT #I#1 UNIT ##2 UNIT ##3 TYPICAL EL E VA TION DETAIL NOTES: * OVERHANGS ARE 1' / RAKES ARE 8" U.N.O. * HEADER HEIGHTS ARE 6'-8" U.N.O. (1st FLOOR) * ROOF PITCHES ARE 5:12 U.N.O. * EXTERIOR FINISH IS TEXTURED CEMENT * CEMENT BANDS ARE 6"X3/4" THICK U.N.O. PARTIAL FRONT ELEVATION SCALE = 1/4" = 1'-0" WINDOW PRESSURE AND ENGINEERING NOTE: SEE T1 SHEET FOR WINDOW DESIGN PRESSURES AND STRUCTURAL ENGINEERING INFORMATION. 6" TEXTURED CEMENT BAND WORSTCASE.dwg PRESSURE INFO 20SEP02 EDGE STRIP (COMPONENTS & CLADDING) = 5.0' END ZONE (MWFRS) = 10 ' WORST CASE WINDOW DESIGN PRESS.— —28.1 psf COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc, The reproduction or unouthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws, JOB REVISIONS REV DATE DESCRIPTION I DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 IRON DOOR N � El El O I I -6" 1'-4 1'-4" 6"X6"X3/4" STUCCO SQUARE 16"X16" PEDESTAL DETAIL #2 / E1 SCALE: 1/4" = 1'-0" PT 2x4 LEDGER ANCHORED TO CMU W/ 1/4"Ox2 3/4" TAP CONS ©4BOTTOM—--18x6 " MONO TRUSS8 7 8 A� 7'=4" AFF ATTACH MON TO LEDGER W RT7-TOP ANFOAM ORBEL GARAGE n GARAGE MONO -ROOF E1 SCALE: 1/4" = 1'-0" • s. e '1. 6 -UNIT TIVOLI TOWNHOMES FRONT ELEVS. SCALE (UNO): 1/4" = 1'-0" CDS # ORL-000214-05 ORL-000219-05 SHEET: DRAWN BY PROD. DEV. SCT # 72175 WALLS: CHECKED BY X MASTERXXXXOSBR_O1 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 - MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 —" FOR STRUCTURAL CERTIFICATION -ONLY 8RG. _ +19'-1 7/8' WDW. HD m +16'-8 3/4:� 214D, FL. _ +10'-10 3/4' BRG. - 48'-8' DR. HD.- +6'-8"� F. FL. = 0'-0' O.H. _ +28'7' — UNIT #6 INTERIOR FIRE SEPERATION WALL UNIT #5 UNIT #4 UNIT #3 REAR ELEVATION SCALE = 1/8" = 1'. 0" F.R.P. — FIRE RATED PLYWOOD WITHIN 4'-0" OF PARTY WALL. I I I I I I I I I I I I I I I I I OFF—RIDGE VENT I I I I I I I 1 5:1121 PITCH I r I I I I I I I I I I I I I I t I I I I I I I I 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 w I I I I I 4 I I I I 1:-Jb.ops F3 5. 0 D' 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 fFLUSH TEXTURED CEMENT @ EXP. JOINT — ——� — I I I I I I I I I I I I I —7' I I —8' 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 I I 1 COMP I I I I I UNIT #3 TYPICAL ELEVATION DETAIL NOTES: * OVERHANGS ARE 1' / RAKES ARE 8" U.N.O. * HEADER HEIGHTS ARE 6'-8" U.N.O. (1st FLOOR) * ROOF PITCHES ARE 5:12 U.N.O. * EXTERIOR FINISH IS TEXTURED CEMENT * CEMENT BANDS ARE 6"X3/4" THICK U.N.O. INTERIOR FIRE SEPERATION WALL OFF—RIDGE VENT a I NIT #2 PARTIAL REAR ELEVATION scnLe = i/a" = r -o" UNIT #2 I I I. I I I I I I I I IF35.Ops I F337 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 3 '5P` I I I I COMP UNIT #1 UNIT #1 ZONE 5 2: P; �35.0ps +0" O.Hya +28'7' 0. H. = +28'7" COMP WINDOW PRESSURE AND ENGINEERING NOTE: SEE T1 SHEET FOR WINDOW DESIGN PRESSURES AND STRUCTURAL ENGINEERING INFORMATION. BRG. = +ig'-1 7/8' il'WOW. HD - +16'-8 3/4' 2ND. FL, _ +10'-0 3/4" BRG. - +8'-B' DR, HD.= +6'-8" F. FL. = 0'-0" - - BRG. = +19'-1 7/ 8" - - WDW. HD = +16'-8 3/4" TEXTURED CEMENT BAND 2" 6 -UNIT TIVOLI TOWNHOMES REAR ELEVS. —tel JC CDs # ORL-000214-05 ORL-000219-05 SHEET: E 2 DRAWN BY PROD. DEV. — — 2ND. FL. = +10'-0 3/4" BRG. _ +8'-8" MASTER # I XXXX05BR-01 - - DR. HD.= +6'-8" F. FL. = 0_0" FOAM CORBLE SEE DETAIL 2/E3 WORSTCASEdwg PRESSURE INF® 20SEP02 EDGE STRIP (COMPONENTS 8c CLADDING) = 5.0' END ZONE (MWFRS) = 10 ' WORST CASE WINDOW DESIGN PRESS.= —34.7 psf COPYRIGHT 2005 ATI drawings, speciflcotlons and copies thereof are instruments of service and remain the propertyof Mercedes Homes Inc. The reproduction or unauthorized d use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright lows, i JOB REVISIONS REV I DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 6 -UNIT TIVOLI TOWNHOMES REAR ELEVS. SCALE (UNO): 1/4" = 1'-0" CDs # ORL-000214-05 ORL-000219-05 SHEET: E 2 DRAWN BY PROD. DEV. SCT 72175 WALLS: CHECKED BY X MASTER # I XXXX05BR-01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 - S", P, MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321-636-0489 FOR STRUCTURAL CERTIFICATION -ONLY 0. H. = +28'7" BRG. =_ +19'-1 7/8" WDW. HD.= +17'-7 3/4" TEXTURED CEMENT BAND 2ND. FL. _ +.10'-0 3/4"I BRIG. _ +8'-8" 6 -UNIT TIVOLI TOWNHOMES SIDE ELEVS. SCALE (uNo): 1/4" = 1'-0" DR. HD.= +6'-8" SHEET: E3 DRAWN BY PROD. DEV. SCT 72175 F_FL. = 0'-0" PT 2x4 LEDGER ANCHORED TO CMU W/ 1 /4"Ox2 3/4" TAP CONS @ 12" 0/C-2 PL MONO TRUSS 5 1� J 8'-5 1/4" AFFA 7'=0" AFF ATTACH MONO TRUSS 3'-61" TO LEDGER W/ USP RT7—TOP AND BOTTOM \-18x6 FOAM CORBEL FRONT DOOR MONO—ROOF E3 SCALE: 1/4" = 1'-0" COURTYARD WALLS LEFT ELEVATION SCALE = 1/4"= V-0 $) O.H. = +28'7" COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. Is strictly prohibited. This design is protected by federal copyright laws, . JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 WINDOW PRESSURE AND ENGINEERING NOTE: SEE T1 SHEET FOR WINDOW DESIGN PRESSURES AND STRUCTURAL ENGINEERING INFORMATION. I I _ ' WORSTCAS dwg P'REss1�T�E INF® 20SEP02 EDGE STRIP (COMPONENTS 8c CLADDING) — 5.0' END ZONE (MWFRS) = 10 ' WORST CASE WINDOW DESIGN PRESS. = —34.7 psf �LL AO r UK _ .v_v i vnin .viul.� COURTYARD WALLS b DIGHT ELEVATION SCALE = 1/4" = V-0" TYPICAL EL E VA TION DETAIL NO TES.' * OVERHANGS ARE 1' / RAKES ARE 8" U.N.O. * HEADER HEIGHTS ARE 6'-8" U,N.O. (1st FLOOR) * ROOF PITCHES ARE 5:12 U.N.O. * EXTERIOR FINISH IS TEXTURED CEMENT * CEMENT BANDS ARE 6''X3/4" THICK U.N.O. G. = +19'_1 7/8" W. HD.= +17'-7 3/4" 2ND. FL. = +10'-0 3/4" BRIG. = +8'-8" DR. HD.= +6'-8" F. FL. = 0'-0" I, 6 -UNIT TIVOLI TOWNHOMES SIDE ELEVS. SCALE (uNo): 1/4" = 1'-0" CDs H ORL-000214-05 ORL-000219-05 SHEET: E3 DRAWN BY PROD. DEV. SCT 72175 wALLs:���rrr��� CHECKED BY X MASTER # XXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 — 2005_' MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone; (321)-636-0489 FOR STRUCTURAL- CERTIFICATION ONLY METEF UNIT #1/ ABBEY UNIT #2 /AUSTIN UNIT #3 /MADISON 125 AMP 24 CIRCUIT MAIN LUG PANEL TYPICAL FOR ALL UNITS 6 5 4 3 2 1 125 AP 125 IP 125 AP 5IP AMP CMP 24 24CR 24CIR F245CI�R 2" PVC SCHEDULE 80 1/0 XHHW x 3 #6 GREEN THHN CU TYPICAL FOR ALL UNITS 8' GRD RODS 6' APART GROUND BUS UNIT BREAKERS TYPICAL NEUTRAL BU5 ,1/0 THHN CU GRD CONNECTOR POWER COMP, TRANSFORMER 4" PVC SCHEDULE 80 TO TRANSFORMER (L1 & L2) 4 250 XHHW CU RAN IN PARALLEL N= 2 4.0 XHHW CU RAN IN PARALLEL ELECTRICAL SERIVICE LOAD CALCULATIONS 1. PER BUILDING 2. PER UNIT NOTE: ALL ELECTRICAL IN BEDROOMS ARE ALL FAULT PROTECTED PER SEC NEC 210,12 22' END UNITS CALCULATIONS JOB REVISIONS REV DATE CIRCUIT ZE POLE/BREAKER L2P WIRE I 1,3 ' A/C SYSTEM COND. 2P/40A N/A #8 2,4 AHU HEAT STRIP 2P/50A N/A #8 5,7 A/C SYSTEM COND. 2P/40A N/A #10 6,8 AHU / HEAT STRIP 2P/60A (5,OKW) #6 9,11 RANGE 2P/50A 12.0 KW #6 10,12 WATER HEATER 2P/30A 4.0 KW #10 13,15 DRYER 2P/30A 5.0 KW #10 14 (OPT.) MICROWAVE 1P/20A 1,2 KW #12 15 WASHER -LAUNDRY 1P/20A - 1.2 KW #12 17 REFRIGERATOR 1P/20A 1.2 KW #12 18,20 DISH WASHR-DISPOSAL 2P/20A 1.2 KW 112 19 SMALL APPLIANCES 1P/20A 1.5 KW #12 21SMALL APPLIANCES 1P/20A 1.5 KW #12. 22 (OPT) POOL PUMP 1P/20A 1.5 KW #12 23 GARAGE DOOR OPENER 1P/15A .9 KW #14 24 (OPT) ALARM SYSTEM 1P/20A 1.2 KW #12 25-30 GENERAL LIGHTING 1P/15A 5.0 KW #14 GENERAL LIGHTING TOTAL LOAD W/O HVAC73 7 KW GENERAL LIGHTING CALCS FOR 159 SFx 3 WATTS/SO. FT. = 5.0 KW 5 KW ELECTRICAL SERVICE CALCULATION (PER SECTION 220-30 NEC) AHV/HEAT STRIP 0 100% = 5 KW KWSx1000w - 109 AMPS FIRST 10.0 KW Q 100 9, = 10.0 KW 240 volts REMAINDER ® 40% = 11.1 KW TOTAL COMPUTED LOAD = 26.1 KW PROVIDE 125 AMP SERVICE UNITS 3 & 4 CALCULATIONS ICRCUIT Q.5E POLE/BREAKER L4AQ WIRE I 1,3 A/C SYSTEM COND, 2P/40A N/A #8 2,4 AHU HEAT STRIP 2P/50A N/A #8 5,7 A/C SYSTEM COND, 2P/40A N/A #10 618 AHU / HEAT STRIP 2P/60A (5.OKW) #6 9,11 RANGE 2P/50A 12.0 KW #6 10,12 WATER HEATER 2P/30A 4.0 KW #10 13,15 DRYER 2P/30A 5.0 KW #10 14 (OPT.) MICROWAVE 1P/20A 1,2 KW #12 16 WASHER -LAUNDRY 1P/20A 1.2 KW #12 17 REFRIGERATOR IP/20A 1.2 KW #12 18,20 DISHWASHR-DISPOSAL 2P/20A 1.2 KW #12 19 SMALL APPLIANCES 1P/20A 1.5 KW #12 21 SMALL APPLIANCES 1P/20A 1.5 KW #12 22 (OPT) POOL PUMP 1P/20A 1.5 KW #12 23 GARAGE DOOR OPENER 1P/15A .9 KW #14 24 (OPT) ALARM SYSTEM 1P/20A 1.2 KW #12 25-30 GENERAL LIGHTING 1P/15A 3.8 KW #14 TOTAL LOAD W/0 HVAC 36.5 K'/� GENERAL LIGHTING CALCS FOR 159 SFx 3 WATTS/SQ. FT, = 3.8 K ELECTRICAL SERVICE CALCULATION (PER SECTION 220-30 NEC) AHU/HEAT STRIP ® 1009 = 5.0 KW KWSx1000w = 107 AMPS FIRST 10.0 KW ® 100 % = 10.0 KW 240 volts REMAINDER ® 409 = 10.6 KW TOTAL COMPUTED LOAD = 25.6 KW PROVIDE 125 AMP SERVICE COPYRIGHT 2005 All drawings, specifications and copies thereof ore instruments of service and remain the property of Mercedes Homes Inc. The repmduction.or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. UNITS 2 & 5 CALCULATIONS JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 L4AR WIRE 2 1,3 UNITS 2 & 5 CALCULATIONS MULTI -FAMILY OPT. CALCULATION (220-32) GEN LTS. 1659x3= 4977x2 UNITS= 9,954 C1RCUI ua POLE/BREAKER L4AR WIRE SIZE 1,3 A/C SYSTEM COND. 2P/40A N/A #8 2,4 AHU HEAT STRIP 2P/50A N/A #8 5,7 A/C SYSTEM COND. 2P/40A N/A #10 6,8 AHU / HEAT STRIP 2P/60A (5.0KW) #6 9,11 RANGE 2P/50A 12.0 KW #6 10,12 WATER HEATER 2P/30A 4.0 KW #10 13,15 DRYER 2P/30A 5.0 KW #10 14 (OPT.) MICROWAVE 1P/20A 1.2 KW #12 16 WASHER -LAUNDRY 1P/20A 1.2 KW #12 17 REFRIGERATOR 1P/20A 1.2 KW #12 18,20 DISHWASHR -DISPOSAL 2P/20A 1.2 KW #12 19 SMALL APPLIANCES 1P/20A 1.2 KW #12 21 SMALL APPLIANCES 1P/20A 1.5 KW #12 22 (OPT) POOL PUMP 1P/20A 1.5 KW #12 23 GARAGE DOOR OPENER 1P/15A .9 KW #14 24 (OPT) ALARM SYSTEM 1P/20A 11`/15A 1.2 KW 44 KW #12 25-30 GENERAL LIGHTING TOTAL LOAD W/O HVAC73 1 KW #14 GENERAL LIGHTING CALCS FOR 159 SFx 3 WATTS/SQ, FT. = 4.4 KW ELECTRICAL SERVICE CALCULATION (PER SECTION 220-30 NEC) AHU/HEAT STRIP 0 100% = 5 KW KWSx1000w = 108 AMPS FIRST 10.0 KW 0 100 % = 10.0 KW 240 volts REMAINDER ® 40% = 10.9 KW TOTAL COMPUTED LOAD = 25.9 KW PROVIDE 125 AMP SERVICE 6 -UNIT BUILDING CALCULATION (w/22' End Units) MULTI -FAMILY OPT. CALCULATION (220-32) GEN LTS. 1659x3= 4977x2 UNITS= 9,954 GEN LTS. 1463x3= 4389x2 UNITS= 8,778 GEN LTS. 1254x3= 3762x2 UNITS= 7,524 KITCHEN 1500x2= 3000x6 UNITS= 18,000 LAUNDRY 1500x1= 1500x6 UNITS= 9,000 DISHWASHER 1200x1= 1200x6 UNITS= 7,200 DISPOSAL 360x1= 360x6 UNITS= 2,160 W -HEATER 4500x1= 4500x6 UNITS= 27,000 DRYERS 5000x1= 5000x6 UNITS- 30,000 RANGES 12,000x1= 12000x6 UNITS= 72,000 HOODS 240x1= 2404 UNITS= 1,440 HEATS 5000x1= 5000x6 VNITS= 30,000 GARG. DOOR 360x1= 360x6 UNITS= 2,160 REFRIG. 1200x1= 1200x6 UNITS= 7200 232,416 (220-32) 6 -UNIT DEMAND FACTOR = 44% 102,264 240 V 427 AMPS Lt dt L2 = 250 XHHW AL (310.16) 3 1/2" CONDUIT MIN, GROUNDING CONDUCTOR = 2/0 THHN CU (250.66) UNIT #1 UNff 92 UNIT #3 UNIT #4 UNIT #5 UNIT #6 TOTAL FLOOR PLAN sQ.a:N I b ELECTRICAL NOTES ALL UNITS; * SECURITY SYSTEM IN ALL UNITS * INTERCOM SYSTEM IN ALL UNITS oil 0 -UNIT TIVOLI TOWNHOMES ELECTRICAL 1st FLOOR (1-3) SCALE (UNO): 1/4" = V-0" COS # ORL-000214-05 ORL-000219-05 IM SHEET: 1 a I DRAWN BY PROD. DEV. SCT 72175 WALLS: Ir JLJ CHECKED BY X MASTER # XXXX05BR_01 r to UNIT #4/ MADISON UNIT #5/AUSTIN UNIT #6/ .ABBEY COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. JOB REVISIONS WINDOWS IN RELATION TO LANDING/TREADS (TEMP. NOT NEEDED) 0 27SEP05 SPEC D SWIFT ENGINEER W1 = 5'-8 13/16" 2 = 10'-9 5/16" CDs � ORL-000214-05 ORL-000219-05 = 7'-7 1/2" ---- * THIS IS THE HEIGHT FROM THE LANDING/ FQ 9 TREAD TO BOTTOM OF WINDOW. COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. ELECTRICAL NOTES ALL UNITS: * SECURITY SYSTEM IN ALL UNITS * INTERCOM SYSTEM IN ALL UNITS JOB REVISIONS REV F DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 ELECTRICAL NOTES ALL UNITS: * SECURITY SYSTEM IN ALL UNITS * INTERCOM SYSTEM IN ALL UNITS 6 -UNIT TIVOLI TOWNHOMES ELECTRICAL 2nd FLOOR (4--6 SCALE (UNO): 1/4" = 1'-0" CDs � ORL-000214-05 ORL-000219-05 SHEET: M 2 2 ---- SCT 72175 FQ 9 CHECKED BY X O 8 a � o a 0 LJ L J L J UNIT #1 UNIT #2 UNIT #3 UNIT #4 UNIT #5 UNIT #6 TOTAL FLOOR PLAN VAE-Iws ELECTRICAL NOTES ALL UNITS: * SECURITY SYSTEM IN ALL UNITS * INTERCOM SYSTEM IN ALL UNITS 6 -UNIT TIVOLI TOWNHOMES ELECTRICAL 2nd FLOOR (4--6 SCALE (UNO): 1/4" = 1'-0" CDs � ORL-000214-05 ORL-000219-05 SHEET: M 2 2 DRAWN BY PROD. DEV. SCT 72175 WALLS: CHECKED BY X MASTER XXXX05BR_01 Ln J ry J 0 0 LLJ LIJ ry Cn D U U 132'-8" (TOTAL BUILDING LENGTH) z 12'-8" 9'- 4" 13'-4" 9'- 0" 9'- 2" 12'-10" j 3030 CONC. PAD 3 3030 CONC. PAD COMP 1 8 COMP 1 8 8 1 COMP C MMF 2' 0" F- -- - -- ----- - - F----------------1 - - - r---------------� �--- — — — I o a I — — — I a w I — — — — — I 1 - -N I I I N o 15 0l II I I 66 I I e600 5 II 9 I N N 5-10 3 0 V1 -- ------ - — — I I 5 I I 9 I 9 I II 22'-4" I I 22'= ' I 22'-0" " _4 1 UNIT 1 I I ' UNIT I UNIT 3 7A . I ' 11 I I I 1 1 1 NOTE: ' II STUB UP POWER I I 1 II NOTE: I II IT 7ACHEN ISLAND III I 7A I CONCRETE AS PER GEN. N I I STUB UP POWER I I I FOUNDATION NOTES. CONCRETE AS PER I FOR KITCHEN ISLAND 1 1 I FOUNDATION NOTES. GEN. �f I I I 113'-4' 3'-2"2'-71" V-10"" 39, 9 1 I I CONCRETE AS PER GEN. III FOUNDATION NOTES. 1 1 I I II / N 6 139 1111 I I IIII n IIII III `�'� I o I I I I I 7 6 1 I I I 7 ^0 III Itl o III LO I I 10'-10" 2'-1" I L-"' - -- I I 11 I 00 - 9'-8" WH PWH' I I 7II i II 7'-1" W 7 I WATER HEATER T& P RELIEF d I I I I VALVE SHALL BE FULL SIZE TOI / CO WH I ( WATER HEATER "T & P R I I I `� I EXTERIOR. N 6 I I 4 VALVE SHALL BE SIZE TO n WATER HEATER T& P RELIEF I I M -- ,!II iI EXTERIOwR. 4A III III1II VALVE SHALL BE FULL SIZE TO 91 EXTERIOR. 3II -4 7, 2 4A 2 3/4lA -8' o 4 V) C4 2 5-0"Fr I 15 I l - I —------ M a 14 ISI I �� � � I � M I. I I .1 I w� 0 o N I I I o 11 1 0 11 _J 0 I I� I N I I + N I 00 ' �——co 0 3 3 5 L - — — — — — — 0 28 X28 X12" 4'-8" I NC. FOOTER W/(2) 4'- 8" L I_ 28"X28"X12" I #5 E.W. 11 BOT. -8" BFF 1 I I CONC. FOOTER W/(2) I PAVERS IN COURTYARD #5 E.W. ® BOT. L -9" BFF o I I PAVERS IN COURTYARD -8" BFF I- 1 3'- 0' 2 0 3 I J -9" BFF SEE D1 FOR OPT. PATIO SLABS COPYRIGHT 2005 All drawings, specifications and copies thereof are Instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Hames Inc. is strictly prohibited. This design is protected by federal copyright laws, JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEPO5 SPEC D SWIFT ENGINEER 1 2 aiii SEE ELEVATION TAU 8" TIE BEAM #5 VERTICAL AT 4' ON CENTER IN GROUTED CELL FG o z -III I=1 I I I 1 IMI (2) #5 CONT 3" MIN. COV. Pw11 COURTYARD WALL SECTION Z!! SCALE: NTS L dwg 10/1LUMBINNG NOTE: OORPLAN (SHEET A1) FOR EXACT OF PLUMBING FIXTURES AND G WALLS, ETC. r- lip 6—UNIT TIVOLI TOWNI- OMES FOUNDATION 1-3 -8" BFF CDS n ORL-000214-05 ORL-000219-05 SHEET' S I DRAWN BY PROD. DEV. �3'-a-, WALLS. Z XXXX05BR_01 STEPHEN E. KASTNER. P.E. LICENSE # PE 39528 - 5E ` . E = MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 F STRUCTURAL CERTIFICATION ONLY -9" BFF L_ PW11 8' CONCRETE OR 2 24" SQ. X 12" DEEP 3' CONCRE rE OR PAVER DRIVEWAY PWII CONC. FOOTER W/2#5 EACHWAY (6 PLACES) PAVER SID WALK 3' CONCRETE OR PWII 8' CONCRETE OR3' 16' X16 CONCRETE OR 8' CONCRETE OR PAVER SIDEWALK PAVER DRIVEWAY COLUMN PAVER. SID WALK PAVER DRIVEWAY (4 PLACES) _ z . 3 o� o�C 6'-8" 4'-0" 2'-1" 8'-0" 2'-1" 5'-0" 5'-0" 2'-O" 8'-0" 2'-0 5,_0 5'-0' 2'-0" 1, 8,-0" 0 k, 10'-6" 12'-2" 10'10" 12'-0" 10'-0" SEE D1 FOR OPT. PATIO SLABS COPYRIGHT 2005 All drawings, specifications and copies thereof are Instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Hames Inc. is strictly prohibited. This design is protected by federal copyright laws, JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEPO5 SPEC D SWIFT ENGINEER 1 2 aiii SEE ELEVATION TAU 8" TIE BEAM #5 VERTICAL AT 4' ON CENTER IN GROUTED CELL FG o z -III I=1 I I I 1 IMI (2) #5 CONT 3" MIN. COV. Pw11 COURTYARD WALL SECTION Z!! SCALE: NTS L dwg 10/1LUMBINNG NOTE: OORPLAN (SHEET A1) FOR EXACT OF PLUMBING FIXTURES AND G WALLS, ETC. lip 6—UNIT TIVOLI TOWNI- OMES FOUNDATION 1-3 SCALE (UN°): 1/4" = 1'-0" CDS n ORL-000214-05 ORL-000219-05 SHEET' S I DRAWN BY PROD. DEV. SCT 72175 WALLS. CHECKED BYMASTER X XXXX05BR_01 STEPHEN E. KASTNER. P.E. LICENSE # PE 39528 - 5E ` . E = MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 F STRUCTURAL CERTIFICATION ONLY 132'-8" (TOTAL BUILDING LENGTH) 12'-10" 9'_2„ 9'_0" 13'-4" 9'-4 12'-8" 3030 CONC. PAD 3 3030 CONC. PAD 3030 CONC. PAD OMP COMP 1 8 2' 0> 8 1 COMP $ 1 COMP — — — — — — — — — — — - - I WCL -o o V) I r— -- — --� I _J I N p III I 5co 15 00 So al° I I 5 I 5'-10" I 5'-0" 3'-8" 5 1 I 11 I I I I I M I I I 11111——�I _J IIS -- III �I 9 I � 9 I 1 _0' I I I 22'-4" I 22'-0"I � 6UNIT 4 II IT 5 II 7A UNIT 1 7A I 7A I I I III NOTE: I I I STUB UP POWER II1 FOR KITCHEN ISLA (IIII NOTE: III CONCRETE AS PER GEN. I 1 STUB UP POWER I 1 1 FOUNDATION NOTES. —� I I I I I I I I I FOR KITCHEN ISLAND I I 1 02 2 -1 '-7 V 2 3'_2' 3'- 4 I I IIII CONCRETE AS PER GEN. ( I CONCRETE AS PER GEN.- I I FOUNDATION NOTES. III III FOUNDATION NOTES. III I 1 4'-9" 5-9" I 139.' 9 1 » 1 x\\ I I I I I I I I I 111 /4 6 �� �► IIII I IN 1 III IIII n III 1 - JIIIL --- —� .i 7C I I I 6 0 ,01! I I IIIII I I 6 I M I "' ( I I I - 1, WH WH 9'-8" 4' I , I I — 1n III I 9'-1" 2. 1 , y 7 I I d (I I 3'-9" 7'-1>, JATER HE TER T& P RELIEF I � I (I H ! I I ALVE SHALL BE FULL SIZE TO I I I I WH I 1 E TERIOR. In ! I A EATER T& P RELIEF I I I iv I 4 I ! I AL SH E FULL SIZE TO XTRIOR. I I WATER HEATER T& P RELIEF I I 1 VALVE HALL BE FULL SIZE TO I 4 I I EXTERIOR. I 7 ! 92 i I i 4A 4A I I 3/- 11 A 14 O w I I I ! I I 1 `� I 4" 4'- 10;15"1 I I o 4"1 ____ I-- ----- -� 15 - M ------ I I I I 1 b o I 14 I I �' 1 I N 1 N 11 I I o 11 M I N O i FIS i 0I o I _,. I I N � 4„ 1 3 I 00 �- I 3 --- ---- - J L- � 28 X28 X12 � 3 —4'-8" I 4'-8" I I ONC. FOOTER W/( )I ( 28"X28"X12" -8" BFF � #5 E.W. @ BOT. CONC. FOOTER W/(2) I 1 5'-0" 2'-0" 8'-0" 2'-0" 5'-0" 5'-0" 2'-1" 8'-0" 2'-1" 4'-0" 6'-6" 8'-0" 2'-0" 5'-0" 11'-8" 10'-0" 12'-0" 10'-0" 12'-2" 10'-6" r, SEE D1 FOR OPT. PATIO SLABS 0 COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproductionor unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws; JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEPQ5 SPEC D SWIFT ENGINEER 1 2 SEE ELEVATION 8" TIE BEAM #5 VERTICAL AT 4' ON CENTER IN GROUTED CELL FG CDE:�2i -III I -I "I I �L4 0(2) #5 CONT 3" MIN, COV. PW11 COURTYARD WALL SECTION 28JUN05 SCALE: NTS PLUMNOTE,dwg 10/10/00 PLUMPING NOT:E: SEE FLOORPLAN (SHEET Al) FOR EXACT LOCATION OF PLUMBING FIXTURES AND PLUMBING WALLS, ETC. #5 REBAR I CONC SLAB z N FF � 20JAN03177— CONC SLAB -9" BFF 2 8' CONCRETE OR PAVER DRIVEWAY 1/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C. MAX. (7" MIN. EMBED.) FF VARIES PAVERS 13'-0 NCRETE OR R SIDEWALK IN COURTYARDJ CONC SLAB 8" FF VARIES 1/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C. MAX. (7" MIN. EMBED.) FF ap — -S" BFF (3) #5 REBAR 'r-7-1/2" MIN. — _-2 —0" 2'-0'�� — — _ — — — 6" SLEEVE — — — I #5 E.W. @ BOT. PAVERS IN COURTYARD � -113'-0" I- F: -F--9" J _ PW11 NCRETE OR 16"X16" SIDEWALK COLUMN (4 PLACES) FG '*— I -8" BFF MICHAEL P. MELZER P.E. LICENSE # PE 41101 0 3 1 � ::J FOR STRUCTURAL CERTIFICATION ONLY I _ F� —FG I� ` N � � � — e o -9" BFF 2 24" SQ. X 12" DEEP CONC. FOOTER W/2#5 EACHWAY (6 PLACES) 8' CONCRETE OR PAVER DRIVEWAY __LT- 3' C PAV11R I Z 1�4 — PW11 1 O #5 CONI BFF 2 8' CONCRETE OR PAVER DRIVEWAY t' g^ (3) #5 CONT — - 3' C PAV PWII 3' CONCRETE OR PAVER SIDEWALK •3) #5 CONT COV. 4DRIVEWAY 5'-0" 2'-0" 8'-0" 2'-0" 5'-0" 5'-0" 2'-1" 8'-0" 2'-1" 4'-0" 6'-6" 8'-0" 2'-0" 5'-0" 11'-8" 10'-0" 12'-0" 10'-0" 12'-2" 10'-6" r, SEE D1 FOR OPT. PATIO SLABS 0 COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproductionor unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws; JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEPQ5 SPEC D SWIFT ENGINEER 1 2 SEE ELEVATION 8" TIE BEAM #5 VERTICAL AT 4' ON CENTER IN GROUTED CELL FG CDE:�2i -III I -I "I I �L4 0(2) #5 CONT 3" MIN, COV. PW11 COURTYARD WALL SECTION 28JUN05 SCALE: NTS PLUMNOTE,dwg 10/10/00 PLUMPING NOT:E: SEE FLOORPLAN (SHEET Al) FOR EXACT LOCATION OF PLUMBING FIXTURES AND PLUMBING WALLS, ETC. #5 REBAR I CONC SLAB z N FF � 20JAN03177— CONC SLAB f— #5 REBAR 14 7 5/8" CURB °n I ' I CONC SLAB N FF 1/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C. MAX. (7" MIN. EMBED.) FF VARIES #5 REBAR N RIES FF I 2 r^ #5 REBAR z CONC SLAB ) ' N FF loo CONC SLAB 8" FF VARIES 1/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C. MAX. (7" MIN. EMBED.) FF ap I r— #5 REBAR ' N ' j ao Z (3) #5 REBAR 'r-7-1/2" MIN. — _-2 —0" 2'-0'�� — — _ — — — 6" SLEEVE — — — I CHECKED BY X FG '*— STEPHEN E. KASTNER P.E. LICENSE # PE 39528 MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C- 19 Rockledge, FL 32955 Phone: (321)-636-0489 FOR STRUCTURAL CERTIFICATION ONLY I _ 12, —FG I� ` N � � � — e o N � . � � — 11 I Z 1�4 e z I�_ N � — ` � � - 1 O #5 CONI t' g^ (3) #5 CONT (3) #5 REBAR - 4' CONC. (1) #5 CONT 1 4 3 5 CONT O # 3" MIN. COV. 4" V-8 4 •3) #5 CONT COV. 4DRIVEWAY 1 —8" (3) . #5 CONT MIN. COV. 3" MIN. COV. (3) #5 CONT 1'-8' 4 3" MIN. COV. 3' MIN. COV.3" -8" (3) #5 COINT 3" MIN, COV. 4, 1, -MIN. LOAD BEARING INTERIOR STEP (3) #5 CONT1-8 3" MIN. COV. NON LOAD BEARING INTERIOR STEP DETAIL INTERIOR BEARING INTERIOR BEARING 79 PIPE THRU FOOTER BEARING FOOTER FOOTER AT OHGD 2 CURB SECTION (BEARING) i LOAD BEARING INTERIOR STEP 4 4A SCALE; 1/2" = 1'-0" EXTERIOR STEP (BEARING) `� SCALE: 3/8" = t'-0" 6 SCALE: 3/8" = t'-0" 7 SCALE: 3/8" = 1'-0" SCALE: 1/2" = i' -o" SCALE: 3/8" SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0' SCALE: 3/8" = 1'-0" [-- #5 REBAR BEYOND z r— #5 REBAR r"-- #5 REBAR F- — #5 REBAR BEYOND D 9 1/2 l'- 4 Z I I 5 REBAR CONC SLAB VARIES z N N \ \_ o 6" CONC SLAB N FF z VARIES 8" 8" Ln 3 1 /2" FF g" VARIES B" 3 1/2" CURB BEYOND z N 59 \= 9.1/2" �- 't n M \i CONC SLAB N N M M I CONC SLAB X—X X XY�X_TL - CONC SLAB 5/8' CURB VARIES I - ao I 00 F /• ao F I I ro oo z I z L (2)#5 CONT - 3" MIN COV PROVIDE 25" LAP -0" _ _n u g^ Z _ _- N -III I — - - -_ T< (t)5 CONT — - _ 1T (1) #5 CONT (1) #5 CONT I L - = — I — (1) #5 CONT V-8. 4 1'-8" 4" 3 5 CONTMIN (3)15 CONT I_ t I " C PRO 025" (3) #5 CONT 3" MIN, COV. (3) #5 CONY 3" MIN. COV;, (3) #5 CONT 3" MIN. COV. 3" MIN. COV. DOOR SECTION STRINGER BEARING I4 t'-0" SCALE: 1/2" DE LAP CURB SECTION INTEGRAL (BEARMG) 8 THICKENED EDGE 9 SL GLASS DOOR SECTION i 0 CURB SECTION AT SHOWER Q SEC ION AT SHOWER 1'-0" I 1 SERVICE DOOR SECTION SCALE: 1/2" = 1'-0" RECESSED lA SCALE: 3/8" = t' -o' -PAVERS CAN BE SUBSTITUTED = I5 scALE: 1/2" = r -o" SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: 3/8" = FOR PATIO SLAB I • 1 v ILA 6 -UNIT TIVOLI TOWNHOMES FOUNDATION 4-6 SCALE (UNo): 1/4" = 1'-0" CDS N ORL-000214-05 ORL-000219-05 SHEET: SDRAWN BY PROD. DEV. SCT 72175 wALLs: CHECKED BY X MASTER # XXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 ^ ;-_ Y 0 MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C- 19 Rockledge, FL 32955 Phone: (321)-636-0489 FOR STRUCTURAL CERTIFICATION ONLY a 0 I -0 132-8 -4 h 21-4 21-4 22-0 lu—V IV—Y CONN_SCHEDULE.dwg ANCHOR/CONNECTOR SCHEDULE 27JAN04 NOTES: (1) TRUSS TO BLOCK CONNECTIONS ARE WITH NUMBER 101 U.N.O. ON LAYOUT - (XX lbs): 2 PLY (2) ROOF TRUSS TO FRAME CONNECTIONS ARE WITH NUMBER 201 U.N.O. ON LAYOUT [XX lbs]: SYP (Southern Yellow Pine values) (3) ALL CONNECTORS ARE "OR EQUAL/BETTER" €UNO�: Unless Noted Otherwise NO. I MANUFACTURER QTY. PART NO. ATTACHMENT CONNECTED ELEMENTS RATED UPLIFT1 101 USP 1 HTA16 (10) 1Od x 1.5 TRUSS TO BOND BEAM 1500 LBS 102 USP 2 HTA1 6 (10) 10 x 1.5 EA TRUSS TO BOND BEAM 3000 LBS 201 USP 1 RT7A (10) 8d TRUSS TO TOP PLATE 650 LBS SHEATHING JOINTS USP 1 SPTH SERIES (48" O.C.) (12) 1 O x 1.5 TOP PLATE TO STUD [670 LBS] RIBBON USP 1 SPTH SERIES (12) 10d x 1.5 `.SAME STUD TO BOARD a— SHEATHING ACTS AS STRAP (48" O.C.) BOTTOM PLATE REQ'D IF SHEATHING J—BOLT 1/2"4 W/ 2" WASHER @ BOTTOM PLATE TO BOND STOPS @ BOTT PLATE PER CONN. SCHED). 1 (OR WEDGIT) 48" O.C.— MIN. 7" EMBED. BEAM OR FOUNDATION 601 USP 1 RT7A (10) 8d TRUSS TO BEAM 670 LBS ' OR LEDGER AT 16" O.C. WITH 2" WASHER 8O3 1 1/2" A—BOLTS J—BOLTS OR ALL THREAD EPDXYED TRUSS TO BOND BEAM SHEAR CONN [END ALSO SERVES INTO BOND BEAM (AS REQ,D) TRUSS GIRDER/HEADER: (12) 16d FLOOR 45° LH 1450 lbs— FLOOR ML USP 1 SKHH46L TRUSS/JOIST: (6) 16d SKEWIED/SLOPED HANGER 15 lbs- ROOF 1860 lbs— UPLIFT GIRDER/HEADER: (12) 16d FLOOR 45° RH 1450 lbs— FLOOR MR USP 1 SKHH46R TRUSlbs- S/JOIST: (6) 16d SKEWIED/SLOPED HANGER kOF 1860 lbs— UPLLIIFT Q USP 1 UMH358 GIRDER/HEADER: (2) 3/4" WEDGITS 2—PLY LVL FACE MOUNT 5870 lbs— FLOOR TRUSS/JOIST: (16) 16d BEAM TO MASONRY ANCHOR 47805 lbs— UPLIFT COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized useof these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design Is protected by federal copyright laws, JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 LEDGER NOTE; ALL LEDGERS ARE (2)2x6 P.T. (2) 2x8 FOR OPENINGS TO 5'-4°; BLOCK DOWN AT 16" O.C. AS RECD 0 (2) 2x10 FOR OPENINGS TO 6'-6"; FOR WALL/WINDOW HEIGHT (ADDITIONAL 1 (2) 2x12 FOR OPENINGS >6'-6"; BLOCKING ABOVE HEADER IS ACCEPTABLE) UNO ON PLAN [— SHEATHING ACTS AS STRAP 0 I NAILS (2" x .113"0 MIN.) SPACED 6" 0/C. 16" 2X6 PT(10d NAILS INTO TRUSS) USP SPTH WRAP TRUSS W/ (2) USP MSTA24 SHAFT LINER 1/2-0 LAG SCREW W/ 2" 2X4 PT(10d NAILS INTO TRUSS) plf OF SHEAR STRENGTH. BLAZE GUARD 2x6 P.T. ]� BLAZE GUARD SHEATHING 18-10dx1.5 NAILS 2x4 P.T. LBS ARE WITH NUMBER 101 U.N.O. ON LAYOUT WRAP TRUSS W/ SHAFT LINER FOR SHAFT LINER TRUSS 16" O.C. * FASTEN SHAFT LINER TO TRUSSES AND BLOCKS 16" W/ SCREWS PER MANUFACTURERS RECOMMENDATIONS FOR * FIRE CAULK ALL JOINTS AND SEAMS 431 LBS ARE WITH NUMBER 201 U.N.O. ON LAYOUT wN FIRE OVERHANG DETAILS FACE NAIL FULL STUD 9-30-03 SCALE: 1/2" = 1'-0" COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized useof these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design Is protected by federal copyright laws, JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 LEDGER NOTE; ALL LEDGERS ARE (2)2x6 P.T. (2) 2x8 FOR OPENINGS TO 5'-4°; BLOCK DOWN AT 16" O.C. AS RECD 0 (2) 2x10 FOR OPENINGS TO 6'-6"; FOR WALL/WINDOW HEIGHT (ADDITIONAL 1 (2) 2x12 FOR OPENINGS >6'-6"; BLOCKING ABOVE HEADER IS ACCEPTABLE) UNO ON PLAN [— SHEATHING ACTS AS STRAP 0 I I jl_�J FLOOR TRUSS 1/2" A—BOLT @ 24" 0/C UNO (OR USP HTA16 24" 0/C) & SHEARWALL ENDS AS APPLICABLE 0712 2nd FLOOR FRAMING DETAIL L7JUN05 SCALE: NTS NAILS (2" x .113"0 MIN.) SPACED 6" 0/C. USP SPTH PLACE NAILS (2) USP MSTA24 SERIES (TYP) 1/2-0 LAG SCREW W/ 2" EA END OF HDR plf OF SHEAR STRENGTH. �[ ]� CHECKED BY X 18-10dx1.5 NAILS WASHER 0 24" 0/C OR LBS ARE WITH NUMBER 101 U.N.O. ON LAYOUT PLYWOOD SHEATHING FOR SHEARWALL 16" O.C. Q EA. FLOOR TRUSS. ONLY & ALSO ACTS AS STRAP FOR LOAD PATH 431 LBS ARE WITH NUMBER 201 U.N.O. ON LAYOUT READ IF SHEATHING FACE NAIL FULL STUD BLOCKING REQUIRED ONLY FOR HORIZONTAL z o JACK STUD USE (2) JACKS TO JACK W/ 10d GUN NAILS AT 12" O.C. SHEATHING JOINTS ¢ FOR HDRS OVER 5'-4" LONG STAGGERED MIN 3/4" FROM EDGE J LU RIBBON BOTTOM W -w v7 FULL STUD- 1/2"x4" (MIN) LAG SCREW W/ 2" WASH AT 24" O,C. (ONLY BOARD a— SHEATHING ACTS AS STRAP _11-_---I•L REQ'D IF SHEATHING STOPS @ BOTT PLATE PER CONN. SCHED). USP SPTH SERIES (TYP) ' USP HTA16 I jl_�J FLOOR TRUSS 1/2" A—BOLT @ 24" 0/C UNO (OR USP HTA16 24" 0/C) & SHEARWALL ENDS AS APPLICABLE 0712 2nd FLOOR FRAMING DETAIL L7JUN05 SCALE: NTS 7 II 11 III II II 7 #5 VERT REBAR W/� 12" HOOK INTO TIE BEAM 1��2ND FLOOR SHEARWALL FRAMING DETAIL SCALE: NTS USE 8d GUN NAILS (2" x .113"0 MIN.) SPACED 6" 0/C. t . . MeI~% 1c PLACE NAILS 3/8" MIN. FROM EDGES & 2" MIN FROM CORNERS. 4- 1/2-0 LAG SCREW W/ 2" PROVIDES 200 plf OF SHEAR STRENGTH. �[ ]� CHECKED BY X STUDS AT WASHER 0 24" 0/C OR LBS ARE WITH NUMBER 101 U.N.O. ON LAYOUT PLYWOOD SHEATHING FOR SHEARWALL 16" O.C. Q EA. FLOOR TRUSS. ONLY & ALSO ACTS AS STRAP FOR LOAD PATH 431 LBS ARE WITH NUMBER 201 U.N.O. ON LAYOUT READ IF SHEATHING CONTINUITY. STOPS @ BOTT PLT RIBBON BOTTOM PER CONN SCH I•I I•I BOARD PLATE _11-_---I•L ' USP HTA16 . EMBED. ANCH. FLOOR I ! [END ALSO SERVES TRUSS AS SHEARWALL I. HOLDOWN 7 II 11 III II II 7 #5 VERT REBAR W/� 12" HOOK INTO TIE BEAM 1��2ND FLOOR SHEARWALL FRAMING DETAIL SCALE: NTS USE 8d GUN NAILS (2" x .113"0 MIN.) SPACED 6" 0/C. t . . MeI~% 1c PLACE NAILS 3/8" MIN. FROM EDGES & 2" MIN FROM CORNERS. SCALE (UNO): 3/16" = 1'-0" CDs # ORL-000214-05 ORL-000219-05 PROVIDES 200 plf OF SHEAR STRENGTH. NOTES: (1) TRUSS TO BLOCK CONNECTIONS WITH UPLIFTS LESS THAN CHECKED BY X MASTER XXXX05BR_01 1500 LBS ARE WITH NUMBER 101 U.N.O. ON LAYOUT 1101 7/16" OSB SHEAR SPECIFICATIONS (2) ROOF TRUSS TO FRAME CONNECTIONS WITH UPLIFTS LESS O60Ci03 SCALE: NTS THAN 431 LBS ARE WITH NUMBER 201 U.N.O. ON LAYOUT FLRTRUSS.dwg FLOOR TRUSS NOTE: 20SEP02 FLOOR TRUSSES WITH NO UPLIFT SHALL BE TOE—NAILED TO BEARING FOR STABILIZATION, NO OTHER UPLIFT CONNECTIONS ARE REQUIRED UNLESS NOTED OTHERWISE ON LAYOUT. TRUSS CONNECTOR LEGEND X X INDICATES THE ENTIRE INDICATES A SPECIFIC INDICATES ALL INCLUDED WALL TO THE CORNERS, TRUSS TO TOP PLATE/ TRUSS TO TOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. t . . MeI~% 1c 6 -UNIT TIVOLI TOWNHOMES TRUSS LAYOUT SCALE (UNO): 3/16" = 1'-0" CDs # ORL-000214-05 ORL-000219-05 SHEET: T 2 DRAWN BY PROD. DEV. SCT 72175 WALLS: CHECKED BY X MASTER XXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 {{fi�r• 2 2{{��,JU5 MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 FO STRUCTURAL CERTIFICATION ONLY Go I I 132-8 J -V 'j- _r 111111Q6: U)y� (n m V) V) 6—UNIT TIVOLI TOWNHOMES TRUSS LAYOUT (n V) SHEET: DRAWN BY PROD. DEV. SCT 72175 (n m V) m MASTER # XXXX05BR_01 STEPHEN E. KASTNER P.E. 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ON LAYOUT (2) ROOF TRUSS TO FRAME CONNECTIONS WITH UPLIFTS LESS THAN 431 LBS ARE WITH NUMBER 201 U.N.O. ON LAYOUT COPYRIGHT 2005 All drawings, specifications and copies thereof are Instruments of service and remain the property of Mercedes Homes Inc, The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP051 SPEC D SWIFT TENGINEER 1 2 TRUSS CONNECTOR LEGEND Ix X X INDICATES THE ENTIRE INDICATES A SPECIFIC INDICATES ALL INCLUDED WALL TO THE CORNERS. TRUSS TO TOP PLATE/ _ TRUSS TO TOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. r , r 6—UNIT TIVOLI TOWNHOMES TRUSS LAYOUT SCALE (UNo): 3/16" = i'-0" CDs N ORL-000214-05 ORL-000219-05 SHEET: DRAWN BY PROD. DEV. SCT 72175 WALLS: CHECKED BY X MASTER # XXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955- Phone: (321)-636-0489 F -STRUCTURAL CERTIFICATION ONLY Design No. U 435 L) ecmbef 217. 2004 AIembly Rating —3 Hr or 4 Hr (See Item 4 No Ab ear'ing Wall FIBERGLASS SHINGLES (6 NAILS EACH) OVER 15# FELT ON 7/16" OSB OR 1/2" CDX, ANCHOR W/ 8d GUN NAILS AT 6" 0/C. (UNO) 12 TRUSS ANCHOR - SEE ANCHOR vaucs SCHEDULE ALUMINUM DRIP EDGE-\ ALUMINUM FASCIA OVER YWYI \ 2x NAILER / jT� PERFORATED ALUM,--/ OR VINYL SOFFIT TEXTURED CEMENT OVER WIRE LATH ON FRAME CONSTRUCTION 7/16" OSB OR 15/32 CDX — ANCH W/ 8d GUN NAILS @ 6" 0/C UNO. EXTEND OSB OVER FLOOR TRUSS- -OR USE 1/2" DIA LAG SCREW EA. FLOOR TRUSS (OR 24" O/C) AT 2 1/4" FROM OUTSIDE EDGE (PER CONNECTOR SCHEDULE) (2) 1 O NAILS AT EACH TRUSS TRUSS ANCHOR- SEE CONNECT SCHEDULE 1x4 PT BUCKS ANCH TO CMU - W/ 1 3/8" T -NAILS OR 6d CASE HRD GUN NAILS AT 6" 0/C OR 2x6 PT BUCKS ANCH W/ 3/16"0 x3" TAPCONS @ 12" O/C W/ 1-1/4" MINUMUM EMBED. (1) #5 DOWEL 12" MINIMUM EMBEDMENT AND 25" LAP -TYP TEXTURED CEMENT CLEANOUT OPENING FOR EACH GROUTED CELL i— R-19 (IMIN) INSULATION OVER MIR CONDITIONED SPACE - PRE-ENGINEERED TRUSS AT 24" 0/C:. 1/2" GYPSUM CEILING BOARD, DOUBLE 2x TOP PLATE HEADER PER OPENING SIZE WINDOW PER PLAN Z 0 a w MARBLE, SILL w w 1/2" DRYWALL (TYPICAL) I V) w 2x4 STUDS AT 16" 0/C. R-1 1 INSULATION 3/4" T & G PLYWOOD ANCHORED WITH GLUE AND 8d RING SHANK GUN NAILS AT 6" O.C. -FLOOR TRUSS OR FLOOR JOIST (PER PLAN) 1/2" GYP. CEIL. BIRD. LINTEL COURSE WITH (1) #5 CONTINUOUS AND #5 CORNER BARS WITH 25" TYPICAL OVERLAPS. FILL WITH 3000 psi PUMPMIX. 8" U -SHAPED PRECAST LINTEL OVER ALL Z OPENINGS WITH (1) #5 IN EACH 0 a w w PRECAST SILL BY PRECAST NAANUFACTURER i 3/4" P.T. FURRING STRIPS (TYPICAL) w WITH R4 (MINIMUM) INSULATION OVER 1/2" DRYWALL (TYPICAL) -BASE BOARD (TYPICAL) TYPICAL FOOTER SEE FOUNDATION _ 3 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE AND REINFORCEMENT REINFORCED WITH FIBERMESH ON 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 psi o111 TYPICAL WALL SECTION 7 7 SCALE: NTS 1. Studs — Chantel -shaped, 1-51S in. wide by 1-1/4 in deep, with 5/16 in folded back return flange legs. Fabricated from No. 25 MSO galvanized steel. Stud spacing 16 or 24 in. OC. Studs to be cut 1 in. less than assembly hei ght. 2. Floor and C�Iing Ruiners — Channel -shaped runners, 1-5 in. wide by 1-1 /4 in. deep, fabricated from No. 2 5 MSO galvanized steel. Attached to fl o or and ceiling with 5.st eters spaced 24 in. OC . 3. Batts ar d. Blar * — (opti onal) — Mineral wool irlsulation, partially or completer' filling stud cavity. ROCK WOOL MANUFACTURING C0 — Delta B pard. THE MAFIBER INC — Type SAFE. . F ri raved* — As an alt a to Batts and B lankets (It ern 3) -- Spray appli ed cellul o se material. The fiber is appli ed with water to ConTletely fill the endo sed cavity inaccordance ith the application . instructions supplied with the product. Into ninal dry density of 3.0 We. Alternate appli cation metho d: The fib er i s appli ed with U. S. Cxreenfib er LLC Tvp e AD 10 0 hot melt adhesive at a nominal inti o o f o n,e part adhesive to 6.6 parts fiber" to conTl etely fill the enclosed cavity in accordance with the appli cati on instructions suppli ed vith the pro duct. Nominal dry density of 2.5 lb/0. U S GREENFIB EFS. L L C — Co co on2 Stabilized or C o co on -FFM (Fire Fated Material) . F ber', Sp rayed * — As an alternate to B atts ani. B 1ankets (Iteral 3) and Item 3A - Spray appli erl• cell.ulo s e insulati on material. The fib er i s appli ed with mater to irterior surfaces in accordance with the appli cation instructions supplied with the pro duct. Applied t o co rrp letely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. ICU -WOOL CO INC — Cellulose Insulation 0 4. Gypsum Board* —1 in. thi c , 4 ft wide with square or tapered edges.For 4 Hr Rating — Four layers of wallboard to be used. Inner - layers to be applied vertically with joints centered over studs. *Outer- layer ly be applied verti cally or horizontally. First layer fastened to each stud with 1 in. long Type S7 self tapping steel srs. Second la.yer fastened to each stud through the first layer with 1-5/8 in. long, Type S, sel f -tapping steel scream. Third layer fastened to each stud through the first and second layers with 2 -1/4 in. 1 ongr Typ e S, self -tapping steel scream. Fourth layer fastened to each stud through the first, second and third layers with 2-5rd in.1 ong? Typ e S, self -tapping steel s crews. First layer scream shall b e to salted 5 in. from top and bottom o f mall with a rr a nmm spacing o f 4 8 in O. C. verb cal.ly between top and bottom screws. Second and third layer screws shall b e 1 o sated 4 and 3 in. a resp ectively, from the top and b ottom of mall with the same vertical spacing as the first layer screws. Fourth layer screws shall be located 2 in from top and bottom of mall and spaced 12 in. O C vertically Each fburth later horizontal b pard end shall b e cent eyed over and s ecured to the stud with screws spaced 1/2 in from end j o int and 12 in Q C vettic. ally b Qwd md j oirls X11 bl� staggud At b pard side j oints all s creme shall be to cated 1/tin from the j o ints. Fourth layer also secured to the second and third layers with 1-1/tin. long? Type 0, sel f -tapping steel s crews lc cated midway h dveen suds and 1 in. from the horizontal j o int. Joints in each layer o f wallboard to b e staggered from the j o ints its the adjacent flyer and on opp o site sides o f studs. For 3 lir- rating — Three leers of wallboard to be used.. Iter' layers to be appli ed verti cally with j o ints centered over studs. Outer layer may b e applied vertically ly or horizontally First layer fastened to each stud with 1 in l onga Type S, self -tapping steel s crews. Second layer fastened to each stud through the first layer with 1-5/8 in I ong: Type S, self -tapping steel screws. Third layer fastened to each stud through the first and second layers with. 2 -1 /4in. long? Type Sa sel f -tapping steel screvils. First and second layer screws shall b e 1 o sate 4 and 3 in from top and bottom o f walla respectively, with a nmidnmrrm spacing of 4 8 in. O C vertically The third layer screws shall b e to sated 2 in from top and b Iottom o f wall with a rmmmum spacing of 12 in.. OC vertically Each third layer horizontal board end shall be centered over and secured to the stud with Type S1 self - tapping steel screws spaced 1/2 in from end j oint and :12 in. OC vertically Third layer, also secured to the first and the second layers with 1-1/2 in. to ng, Typ e G, Sel f -tapping steel s crews to salted r riidway b etween studs and 1 in fro m the horizontal j o int. g oard end j o ints shall b e staggered. erti nal board j oints to be staggered from the j oints in the adjacent layer and on oppo sit e si des o f studs. 1405 STAIR DETAIL 11Aucoa SCALE: NTS (2) 2x8 FOR OPENINGS TO 5'-4";— (2) 2x10 FOR OPENINGS TO 6'-6"; USP SPTH SEE CONN (2) 2x12 FOR OPENINGS >6'-6" (Tap) SCHEDULE .s SFF FI FV LINO ON PLAN I F IF 1" MIN. NOTE: RISERS AT 7 3/4" MAXIMUM & 1 1/2"(TYPICAL) 1" <2'-8" TREADS AT 9" MIN W/ 1" NOSE UNO 2" 0 HANDRAIL/CAP r ® 2x6- FABRICATE (2) RISERS + (1) TREAD SHALL NOT ATTACHED TO SPINDLES APPROXIMATELY CONNECTOR SCHEDULE BE LESS THAN 24" OR MORE THAN 25" PER SECTION VIEW 32" 0/C 10" x 26" FASTEN TO CAP 2x2 WOOD >6'-0" 1 WITH (1) 2 1/2" SPINDLE 2" SQ. SPINDLES #8 WOOD SCREW (2) USP MSTA24 END OF HDR 18 18 - l Odx1.5 JACK STUD USE (2) JACKS FOR HDRS OVER 5'-4' LONG FULL STUD 2x FRAMING SPF G #2 AT 16" USE 2x6 & MMIDID HT BLKNG BTWN STUDS OVER 10' UNO (SEE PLAN) USP SPTH 1/4" CNTRSUNK 1/2" GYPSUM OVER DOUBLE SPACED SOA 4" 2x12 Li BOARD WITH (2) STRINGER LU Ln 1 7/8"#6 WOOD SPHERE CANNOT , SCREWS 1/4" CSK 2x TREADS 1x12 SKIRT BOARD SECTION VIEW ALUMINUM FASCIA PASS THROUGH OVER 2x NAILER 1/2" GYP CLO BIRD ATTACHED TO FILL WALL OVERLAPS. FILL WITH 3000 psi PUMPMIX. PERFORATED SOLID I' PER SECT. 709 OF THE FBC 8" U -SHAPED PRECAST LINTEL OVER ,ALL ALUM SOFFIT I THICKNESS (REF TBL 709.2.1.1). STRINGERS W/ VERIFY W/RINKER (OR TARMAC) #5 VERTICAL WITH 6' MINIMUM PROTUSION INTO 1x4 PT BUCKS ANCH TO I TOP U -BLOCK BEYOND MORTAR TYP. "M" OR "S" (2) 16d NAILS E 1111111M$nPill ?1101 ATTACH SPINDLES TO SKIRT BOARD 2x2 SPINDLES J. AT <5.5" 0/C M 1x12 FINISHED 1x12 SKIRT SKIRT BOARD BOARD 1/2" FINISHED 2x12 STRINGER 2x12 STRINGER GYPSUM ® 30" O.C. MAX ELEVATION VIEW PLAN VIEW 1405 STAIR DETAIL 11Aucoa SCALE: NTS (2) 2x8 FOR OPENINGS TO 5'-4";— (2) 2x10 FOR OPENINGS TO 6'-6"; USP SPTH SEE CONN (2) 2x12 FOR OPENINGS >6'-6" (Tap) SCHEDULE .s SFF FI FV LINO ON PLAN I F IF 1" MIN. OR 1/2" CDX. ANCHOR W/ BLOWN IN INSULATION 2"0 HANDRAIL 1 1/2"(TYPICAL) 1" <2'-8" TRUSS ANCHOR- SEE 11 r ® 2x6- FABRICATE 3„ 48" 0/C APPROXIMATELY CONNECTOR SCHEDULE #5 AS SHOWN 32" 0/C 10" x 26" FASTEN TO CAP 2x2 WOOD >6'-0" 1 WITH (1) 2 1/2" SPINDLE o I "0x2-3/4" TAPCON ® 24" 0 C UNO / 0 I PT 2x 0 I 'cV 26 1 `N SEE CONN SCHED #8 WOOD SCREW (2) USP MSTA24 END OF HDR 18 18 - l Odx1.5 JACK STUD USE (2) JACKS FOR HDRS OVER 5'-4' LONG FULL STUD 2x FRAMING SPF G #2 AT 16" USE 2x6 & MMIDID HT BLKNG BTWN STUDS OVER 10' UNO (SEE PLAN) USP SPTH 1/4" CNTRSUNK 1/2" GYPSUM OVER DOUBLE FASTEN TO SKIRT 2x12 Li BOARD WITH (2) STRINGER LU Ln 1 7/8"#6 WOOD PT 2x4 CONT. II , SCREWS 1/4" CSK 1/2" GYPSUM 1x12 SKIRT BOARD SECTION VIEW FACE NAIL FULL STUD JACK WITH 10d GUN AT 12" O.C. STAGGERED MID HEIGHT BLKNG FOR WALLS OVER 10' AFF EL.f 0'-0" OR 1/2" CDX. ANCHOR W/ BLOWN IN INSULATION 8d GUN NAILS AT 6" 0/C. (UNO) <2'-8" TRUSS ANCHOR- SEE 12 VAWES (2) #5 ' 48" 0/C PRE-ENGINEERED TRUSS AT CONNECTOR SCHEDULE #5 >4'-0" 32" 0/C 10" x 26" (2) TO NAILS >6'-0" 1 24" O.C. - ANCHOR WITH 1/4 SCREWS o I "0x2-3/4" TAPCON ® 24" 0 C UNO / 0 I PT 2x 0 I 'cV 26 1 `N SEE CONN SCHED #5 (2) USP MSTA24 END OF HDR 18 18 - l Odx1.5 JACK STUD USE (2) JACKS FOR HDRS OVER 5'-4' LONG FULL STUD 2x FRAMING SPF G #2 AT 16" USE 2x6 & MMIDID HT BLKNG BTWN STUDS OVER 10' UNO (SEE PLAN) USP SPTH a 1/2" GYPSUM OVER DOUBLE HURRICANE CONNECTORS 6" MAX TYP. Li AND 3/4" BATT INSUL. LU Ln Iqu PT 2x4 CONT. II FOR WALLS RESISTING UPLIFT, USE 1/2"0 x 10" K MINIMUM J -BOLT OR WEDGE ANCHOR WITH 2"0 NOTE: IF NO ANCHORS ARE CALLED WASHER SPACED PER CONN SCHED; OTHERWISE OUT ON CONNECTOR LAYOUT, THEN USE SHOT NAILS OR CUT NAILS AT 24" O.C. UPLIFT CLIPS, STRAPS, OR BOT. PLT ANCHOR BOLTS ARE NOT REQUIRED, 0801 BEARING FRAME BLOCK WALL DETAIL 70w---5-57SCALE: NTS STEMWALL NOTE: USE STEMWALL AS NEEDED TO SAVE TREES. FIBERGLASS SHINGLES (6 NAILS EACH) OVER 15# FELT ON 7/16" OSB OR 1/2" CDX. ANCHOR W/ BLOWN IN INSULATION 8d GUN NAILS AT 6" 0/C. (UNO) <2'-8" TRUSS ANCHOR- SEE 12 VAWES (2) #5 >2'-8" 48" 0/C PRE-ENGINEERED TRUSS AT CONNECTOR SCHEDULE #5 >4'-0" 32" 0/C 10" x 26" (2) #5 >6'-0" 1 24" O.C. - ANCHOR WITH 11" x 36" 1 (3) #5 a 1/2" GYPSUM OVER DOUBLE HURRICANE CONNECTORS ALUM DRIP EDGE Li AND 3/4" BATT INSUL. LU Ln 1/2 GYPSUM CEILING BOARD , I 5/8"x6" WEDGE BOLTS LINTEL COURSE WITH (1) #5 CONTINUOUS ALUMINUM FASCIA AND #5 CORNER BARS WITH 25" TYPICAL OVER 2x NAILER 1/2" GYP CLO BIRD FILL WALL OVERLAPS. FILL WITH 3000 psi PUMPMIX. PERFORATED SOLID I' PER SECT. 709 OF THE FBC 8" U -SHAPED PRECAST LINTEL OVER ,ALL ALUM SOFFIT I THICKNESS (REF TBL 709.2.1.1). OPENINGS WITH (1) #5 IN EACH VERIFY W/RINKER (OR TARMAC) #5 VERTICAL WITH 6' MINIMUM PROTUSION INTO 1x4 PT BUCKS ANCH TO I TOP U -BLOCK BEYOND MORTAR TYP. "M" OR "S" CMU W/ 1 3/8" T -NAILS OR 6d CASE HRD NAILS @ 6" 0/C OR 2x6 PT BUCKS ANCH W/ 3/16"00" TAPCONS 0 12" 0/C I PRECAST SILL W/ 1-1/4" MINUMUM EMBED. I �— #5 DOWEL W/ 25" OVERLAP #3 x 4' BENT BARS ® 48" 0/C IN CLEANOUT OPENING 4" sq. I 3 1/2" MIN. CONC. SLAB REINF. W/ EACH GROUTED CELL 1 1/21b. OF FIBERMESH PER YD. 6 mil M.B. OVER WELL COMP. SOIL ® ELEVATION t (0'-0") FIFE — — — — CONCRETE F'c = 2500 psi 1" BLOCK ���W/ (1) #5 CONT IF OVER 4' ADD TIE BEAM W/ (1)#5 CONT O 2' 0/C 1 FILLED SOLID & ALLOWED TO SET 2 DAYS. SHORE WALLS OVER 40" HI @ 4' O/C. WALL HEIGHT DR SPACING FOOTER SIZE (Y,X) HORIZ. REINF. <2'-8" 48" 0/C 9" x 16" (2) #5 >2'-8" 48" 0/C 10" x 16" (2) #5 >4'-0" 32" 0/C 10" x 26" (2) #5 >6'-0" 1 24" O/C 11" x 36" 1 (3) #5 GRADE I (OVER 6' HIGH USE 12" BLOCK) TOP OF FOOTER_ SEE FOUND. PLAN �, L - #5 VERTICAL DOWN ROD (DR) - TYPICAL SEE TABLE FOR CORRECT SPACING TYPICAL STEMWALL SECTION SW04 8'-0" MAX. DEPTH OF UNBALANCED FILL Znos SCALE: NTS V) J w < NOTE: RISERS AT 7 3/4" MAX & TREADS ® 9" MIN W/ 1"$P1" O NOSING LINO t�`b ,\ P ell+� 1ST FIN. FLR. 2x4 PLATE COPYRIGHT 2005 All drawings, specifications and copies thereof are Instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Hames Inc. Is strictly prohibited. This design is protected by federal copyright laws. JOB REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 27SEP05 SPEC D SWIFT ENGINEER 1 2 3/4" PLYWOOD / Z - FLOOR TRUSSES 2x8 LEDGER MIN. ANCH W/ (4) 1 O PER CONN OR 6" 0/C MAX 2x12 RUNNER FASTENED TO CONCRETE SLAB AT BOTTOM & TOENAILED TO TOP LEDGER NOTE: (2) RISERS + (1) TREAD SHALL NOT BE LESS THAN 24" OR MORE THAN 25" /'1_ 401 STAIR DETAIL 2oduv SCALE: NTS (1) USP HTA16 EA TRUSS UNO PRE ENG TRUSS SEE ELEVATIO__N I I PRECAST LINTEL #5 HORIZONTAL REINF. 5/8" GYPSUM SOFFIT BOARD SCREWED 6" O.C. TO TRUSSES. NO EXTRA BLOCKING BETWEEN SEE TYPICAL WALL TRUSSES REQUIRED. I (USE WATERPROOF PAINT) I I I I CMU COLUMN -SEE FLOORPLAN II FOR SIZE AND REINFORCEMENT �I II #5 VERT IN GROUTED CELL II tl II I SEE FOUNDATION PLAN FOR ' DIMENSIONS AND REINFORCEMENT 0322 PORCH DETAIL 3o�uLaa SCALE: NTS FIRE RETARDANT PLYWOOD W40 WITHIN 48" OF FIRE WALL 6—UNIT TIVOLI TOWNIIOMES STRUCTURAL DETAILS UL #U435 USING 1-5/8" CDS a ORL-000214-05 ORL-000219-05 SHEET: T3 METAL STUD DEPTH AND SCT # 72175 WALLS: (4) LAYERS OF 1 /2" THIC MASTER # XXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 TYPE C GYPSUM BOARD ON MICHAEL P. MELZER P.E. LICENSE # PE 41101-- 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 EACH SIDE OF WALL z 1/2" GYP CLG BIRD 0 a 1/2" GYPSUM OVER DOUBLE 1x2 PT STRIPS 0 16"OC VERTICAL Li AND 3/4" BATT INSUL. LU Ln Ln , I 5/8"x6" WEDGE BOLTS F ® 24" 0/C STAGGERED 1/2" GYP CLO BIRD FILL WALL USE LIMEROCK AGGREGATE SOLID I' PER SECT. 709 OF THE FBC 2001 ED. TO GET 4" EQUIVALENT THICKNESS (REF TBL 709.2.1.1). VERIFY W/RINKER (OR TARMAC) THAT BLOCK TO BE DELIVERED HAS CORRECT RATING. nt511111010_11=il�1111 E 1111111M$nPill ?1101 4 HR FIREWALL DETAIL 16SEP05 SCALE: NTS r e_ • , e 6—UNIT TIVOLI TOWNIIOMES STRUCTURAL DETAILS SCALE (UNO); 1/4" = 1'=0' CDS a ORL-000214-05 ORL-000219-05 SHEET: T3 DRAWN BY PROD. DEV. SCT # 72175 WALLS: CHECKED BY X MASTER # XXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 MICHAEL P. MELZER P.E. LICENSE # PE 41101-- 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 FO STRUCTURAL CERTWICATION ONLY r