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HomeMy WebLinkAbout2583 Vineyard Cir (a)C� I 0 sv V)U u7 Q N Ll 3060 CONC PAI COMP COMP H An' -n" I 0 � CL f, 13 A 0'1,'R�' ���mill , PLANS REVIEWED CI TV 0 A kq PO R D UP IIIInOME OF 4 THE YEAR I IIII ,➢PACKAGE I�1�1111 M 11111M111111=11111121111111�111111�■ CUSTOMIZED: * 9'-4" CEILING HEIGHT ON IST FLOOR * (2) 3050 SH 0 GAME ROOM GENLINTEL.DWG PRECAST LINTEL SCHEDULE 27JUNO6 APPLIED LOADS ON ALL PRECAST LINTELS HAVE BEEN REVIEWED TO INSURE THEY ARE WITHIN ALLOWABLE LIMITS, ALL UNITS ARE IN PLF. DATE 24'-0" SAFE GRAVITY APPLIED GRAVITY 16'-0" APPLIED UPLIFT COMPOSITE BEAM REMARKS 0 8"x16"x16" CMU 6113 <2000 4460 <1500 F16-1B/1T 1x WINDOW 02 4'-6" COL TO 7'-0" <2000 2724 <1500 3F16-1B/1'f 2x WINDOW 2A 4'-6" 2189 AFF (2) PL <1000 8F8-IB/IT UE—AM/77- 3'-0" OPENING TILE 5'-10" 4360 <2000 2093 <1500 ■ ■ ----- ----------- ---- (2) 2x12 BEAM ■ ■ 1113 <750 655 <500 8RF6-IB/1T 30xx DR & ' SIDE 1_0&% 3B ■ 5'-10" 1451 <1000 909 <750 8F8-1B/1T BEAM/M4'_0" OPENING 1 II 4242 COVERED PORCH 1900 <1500 RF14-]B/1I30xxDEAF& G 3'-6" II I IL I I w <2000 9'-4" / CONC L I '3F16-1B/1J1/2 3x WIN 5 6'-6" 3480 m 1880 <1500 CO I 5 SGD OR MISC O 7'-6" 2661 <2000 I I N <1000 SF16-18/1'16 �' I X 6A 7'-6" 17'-4" <750 13'-6" I IN 81`8-113/11 9,-2„ (.� I 7'-6" RECESS 2459 <2000 1345* <1000 RF14-1B/1 II II 6C 7'-6" RECE55 755 I I HALL BAT 9'-4" /VINYL <350 O 35 SH O7 II II I 5206 O 6068 SOD I I 3RF 14-1 B/ V1 30xx DOOR 7A 4'-6" RECESS 1756 <1000 867 <500 8RF6-1B/1T 30xx DOOR 0 9'-4" V <1000 963* <750 68 2'-103" 5' 4 2868 7ACCESSIBLN 8 12'-91" 8 10'-6" 1366 15'-1" 678* <500 � I'LL," I1 4'-4" RECESS 5206 <2000 2635 <1000 V 28xx DOOR NOOK 13'-4 1075 <750 521* ■ F16-1B/1T c 9'-4" / VINYL ¢ 1002 FAMILY 9'-4"/ CARPET 481* <350 F16-1 0/1T BEAM MISC 12'-8' OPENING 15 15'-4" 1250 <1000 422* <350 I�Ip BEAM/MISC Cv f� 17'-4" N 0 <1000 458* _T7_6 <350 _ F20 -1B/1 16' OHCD 17 17'-4" 1326 <1000 732 ® 7 8'-48 16' OHGD 3'-2"oo I 2'-8" I II II 25'-28" STUDY I KITCHEN i j 3�" WALL (942" AFF 9'-4" / CARPET I o 9'-4" / VINYL I I W/ SMOOTH TOP BAR Z _ I II OVER (SEE ETAIL) ■ II ■ QLLJ 0 11 -108„ Q 8'- 63 1 3'_ 4' 3'-11" 7„ I DBL SNK DW N INTERIOR BEARING WALL I-- a SH INTERIOR BEARING WALL 16" DEEP WH 2868 SC MT I VAH DINING N 10'-„ ■ FIELD LOCATE D AS REQUIRED PLATFORM ° STORAGE 30" AFF BOLLARD AS REQUIRED FIELD LOCATE 2", CURB BEYOND 9'-4"/ CARPET FRAME WALL (TYP) - - - - - ROD & SH (17) -RISERS @ 7 9/16" W/ - ® 9" TREADS (W/ 1" NOSING)--- OSING) GARAGE GARAGE 0 9'-4" / CONC 34" WALL TO - - - - ■ - 36" (MIN) W/ 0 5 a WOOD CAP OVER a - - - - co � 3 J -— 0� LIVING ■ 2— o Z 1 9'-4"/ CARPET Nz -- - 3 m FOYER ■ 9'-4" / VINYL Z2 v ■ B 20'-8„ 3,-74" ■ MT ■ ■id I ■ ■ N1 HE 16070 OHGD EN ■ 11 ■ 12"S ■Co o �6 36 SH I6 0 ■ ■ O '-4, 10'-4" N—STRUCTURAL 2" (IYP) BEAM— ENTRY 24"x28" CMU COLUMN / CONC TO 8'-0" AFF 24"x16" CMU COLUMN -/9'-4" TO 8'-0" AFF 2'-4" 16'-0" 2'-0" 4'-6" 2'-0" 12'-2" 21'-4" 18'-8" 40'-0" I 0 � CL f, 13 A 0'1,'R�' ���mill , PLANS REVIEWED CI TV 0 A kq PO R D UP IIIInOME OF 4 THE YEAR I IIII ,➢PACKAGE I�1�1111 M 11111M111111=11111121111111�111111�■ CUSTOMIZED: * 9'-4" CEILING HEIGHT ON IST FLOOR * (2) 3050 SH 0 GAME ROOM GENLINTEL.DWG PRECAST LINTEL SCHEDULE 27JUNO6 APPLIED LOADS ON ALL PRECAST LINTELS HAVE BEEN REVIEWED TO INSURE THEY ARE WITHIN ALLOWABLE LIMITS, ALL UNITS ARE IN PLF. DATE LENGTH SAFE GRAVITY APPLIED GRAVITY SAFE UPLIFT APPLIED UPLIFT COMPOSITE BEAM REMARKS 0 2'-10" 6113 <2000 4460 <1500 F16-1B/1T 1x WINDOW 02 4'-6" 6113 <2000 2724 <1500 3F16-1B/1'f 2x WINDOW 2A 4'-6" 2189 <2000 1207 <1000 8F8-IB/IT UE—AM/77- 3'-0" OPENING TILE 5'-10" 4360 <2000 2093 <1500 F16 -18/113x WINDOW/,$ CJ 5'-10" RECESS 1113 <750 655 <500 8RF6-IB/1T 30xx DR & ' SIDE 1_0&% 3B 5'-10" 1451 <1000 909 <750 8F8-1B/1T BEAM/M4'_0" OPENING 1 RECESS 4242 <2000 1900 <1500 RF14-]B/1I30xxDEAF& G 3'-6" 6113 <2000 3547 <1500 '3F16-1B/1J1/2 3x WIN 5 6'-6" 3480 <2000 1880 <1500 5 F16-1B/1T 5 SGD OR MISC O 7'-6" 2661 <2000 1438* <1000 SF16-18/1'16 SGD OR 2 2x WIN 6A 7'-6" 1011 <750 560* <500 81`8-113/11 (2)30xx D 6B 7'-6" RECESS 2459 <2000 1345* <1000 RF14-1B/1 (2)30xx DR 6C 7'-6" RECE55 755 <500 506 _ <350 8RF6-1B/iT (2)30xx DR O7 4'-6" RECESS 5206 <2000 2525 <1500 3RF 14-1 B/ V1 30xx DOOR 7A 4'-6" RECESS 1756 <1000 867 <500 8RF6-1B/1T 30xx DOOR 0 9'-4" 1843 <1000 963* <750 5F16-1 B/1"1 8 SGD OR MISC 10 10'-6" 1366 <1000 678* <500 F16 -1B/1.1 10 S G D OR MISC I1 4'-4" RECESS 5206 <2000 2635 <1000 8RF14-1B/1 28xx DOOR 12" 13'-4 1075 <750 521* <350 F16-1B/1T 12 SCD OR MISC 814'-0" 1002 <750 481* <350 F16-1 0/1T BEAM MISC 12'-8' OPENING 15 15'-4" 1250 <1000 422* <350 1`16-1 B/11 BEAM/MISC 16 17'-4" 1326 <1000 458* _T7_6 <350 _ F20 -1B/1 16' OHCD 17 17'-4" 1326 <1000 732 690 3F20-1[3/27 16' OHGD *=REDUCED FOR GRADE 40 REBAR. ""=PLF APPLIED EQUIV LOAD DERIVED FROM CONCENTRATED LOAD(S) USING METHOD OF EQUIVALENT BENDING MOMENTS. 0 =DUE TO HIGH CONCEN'T'RATED LOADS, ANALYZED MOMENT, SHEAR & VERIFIED WI'T'H PUBLISHED ALLO WABLES. NOTES: R=RECESS ALL GABLES AND JACKS=<250plf USE CAST -CRETE (OR EQUAL OR BETTER) 8F16-1B/1T IF POSSIBLE QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY NOMINAL HEIGHT— • - • - - - - — F=FILLED w/GROUTL-•-•- U=UNFILLED 81 Bl / 1 rl NOMINAL WIDTH - �J��1 J 1 J 1� I� QUANTITY ❑F 05 REBAR @ TOP OF LINTEL CAVITY- _ COPYRIGHT 2008 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 Mpr edos Homes Inc, is strictly prohibited. This design is protected by federal copyright laws. MASTER REVISIONS REV DATE DESCRIPTION BY APP. Q1 01OCT04 _ INITIAL RELEASE PD MB Q3 IIJAN06 SEE REVISION SHEET PD MB STAN, REVISIONS REV DATE DESCRIPTION BY I APP. 026A0008 * ISSUED FOR CONSTRUCTION T "l SEK 3LRDNOTE.dwg BOLLARD NOTE: 13MAYO8 36"H x 3"o STEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATEF . DIMNQTE.dwgDIMENSION NOTES: iBAucoS 1. ALL EXTERIOR CMU WALLS ARE 7 5/8" U.N.O. 2. ALL EXTERIOR POURED CONCRETE WALLS ARE 6" U.N.O. 3. ALL EXTERIOR FRAME WALLS AP'" 4" U.N.Q. 4. ALL INTERIOR FRAME WALLF 3.-1/2" U.N.O. 5, DIMENSIONS SHOWN ON f : `'V PLAN ARE TAKEN FROM THE "OUTSIDE" OF INTEIr,4i' . ',ME MALLS. 6. DIMENSIONS SHOWN ARE Cd OUGH FRAMING; FINISHED DIMENSIONS AND INTERIOR DETAIL DIMENSIONS WILL VARY. I DOWNPOUR LOCATION (FILLED CELL) br - HOSE BIB LOCATION D1 - INTERIOR DETAII,S WALLLECEND.dwg WALL i i EGEND 26AUGO5 ALL EXTERIOR WALLS 9'-4" AFF U.N.O. — INTERNAL BEARING WALL SOUND INSULATED INT. WALLS AREA T1rABULATI0N CITY OF SANFORD A F ZST FLOOR A/C ...................... 1 "179 M ()�i r c e d e.' s 0 SECOND FLOOR A/C .................. 1 540 PLAN NOTES: TOTAL UNDER A/C 2719 LUMSDEN TUSCA PLACE *1 6'X 10' COVERED PORCH * DELUXE MASTER BATH * KITCHEN ISLAND wALLs: LEVEL 1 42" UPPER KITCHEN CABINETS * 14X18 BEVELED EDGE MEDICINE CABINET * CAMERIST STAINLESS W/ SIDE SPRAY ARCHITECTURAL LEVEL I GRANITE KITCHEN COUNTERTOPS * KOHLER UNDERMOUNT STAINLESS KIT. SINK } LEVEL I TILE ,pfCEF1S CERTIFICATION ONLY LEVEL I TILE KITCHEN BACKSPLASH * BLIND PACKAGE 1 : , 2," FAUX WOOD -WHITE 3LRDNOTE.dwg BOLLARD NOTE: 13MAYO8 36"H x 3"o STEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATEF . DIMNQTE.dwgDIMENSION NOTES: iBAucoS 1. ALL EXTERIOR CMU WALLS ARE 7 5/8" U.N.O. 2. ALL EXTERIOR POURED CONCRETE WALLS ARE 6" U.N.O. 3. ALL EXTERIOR FRAME WALLS AP'" 4" U.N.Q. 4. ALL INTERIOR FRAME WALLF 3.-1/2" U.N.O. 5, DIMENSIONS SHOWN ON f : `'V PLAN ARE TAKEN FROM THE "OUTSIDE" OF INTEIr,4i' . ',ME MALLS. 6. DIMENSIONS SHOWN ARE Cd OUGH FRAMING; FINISHED DIMENSIONS AND INTERIOR DETAIL DIMENSIONS WILL VARY. I DOWNPOUR LOCATION (FILLED CELL) br - HOSE BIB LOCATION D1 - INTERIOR DETAII,S WALLLECEND.dwg WALL i i EGEND 26AUGO5 ALL EXTERIOR WALLS 9'-4" AFF U.N.O. — INTERNAL BEARING WALL SOUND INSULATED INT. WALLS AREA T1rABULATI0N CITY OF SANFORD A F ZST FLOOR A/C ...................... 1 "179 M ()�i r c e d e.' s 0 SECOND FLOOR A/C .................. 1 540 PACE DELUXE C4LAI(E SMART TOTAL UNDER A/C 2719 LUMSDEN ENTRY ......................................... 32 PORCH........................................ 160 CDS M GARAGE....................................... 425 1/4" -- V-0" TOTAL UNDER ROOF 3336 FOOTPRINT: 40'-0" x 53'-0" CITY OF SANFORD A �W M ()�i r c e d e.' s HOMES PACE DELUXE C4LAI(E SMART FIRST FLOOR FLAN "GB>) LUMSDEN RESIDENCE SCALEI(UNO): CDS M SHEET: 1/4" -- V-0" ORL--000371-08 �I A I URAWN BY PROD. DEV. SCT H Q. S. wALLs: CHECKED BY MASTER d PROD. DEV. QS-271904B1,_Q2 MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 6905 North Wickharn Road Suite #401 STEPH�EN"E. Kt "Y .1ER P.E. � PE 39528 Melbourne, FL 32940 Phone: (321) 259-6972UCTURAL ,pfCEF1S CERTIFICATION ONLY „G 6 9'-0" 10'-4" 15'-0" �L 5'-8" 3J" WALL © 42"- AFF 2"-AFF W/ TEMP GLASS ENCL OVER 3050 SH 3050 SH 4040 SFI MRFI�S FC;RFSq TFMP 32" WALL ns 42" AFF W/ WOOD CAP (2) 4050 SH EGRESS LUINLJJ 10'-8" '121-8 11 21'-4" 40'-0" i A U COPYRIGHT 2000 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Horses Inc. The reproduction or unauthorized use of these docurnents or any other project without written permission frorn Mercedes Hornes Inc. is strictly prohibited. This design is protected by federal copyright laws. MASrFER REVISIONS REVII DATE DESCRIPTION BY APP, scm. INITIAL RELEASE PD MB 03 11 JAN06 SEE REVISION SHEET PD 42x60 START REVISIONS REV, DATE DESCRIPTION I BYAPP, BEDROOM #3 0 26AUG08fl �I w BEDROOM #2 QS-271904BL—Q?1 MERCEDES TUB ARCHITECTURAL AND ENGINEERING SERVICES 5905 North Wickham Road 08-'8 -0-8 STEN GI E. K�,S�IVER F.E. Suite #401 E-jPE 39528 Melbourne, FL 32940 /�ICEN "O"—STRUCTURAL CERTIFICATION ONLY Phone: (321) 259-6972 8'-0" / CARPET& o O 8'-0" / CARPET - -- � X4 12'-9" I 3'-1" ° c ¢ 5 -02.. EI 4'-0" 1r1 2'-10" 01 -� 3> " WALL AFF W/ Q TEMP 4" 28" KNEE SPACE 51 MASTER BATH 8'_0" VINYL GLASS ENCL AHU _ _ OVER 3068 BF cca o co N 00 N co m — — — — — N- - 2068 BF i f i 111 N ROD & SH MC 71 ftET AIR ROD & SH I 28 BF LOUVERED 2668 ROD & SH - - - (� 4-^5 4 -1 i 2 -7 3._52. 1 -9„ 3'-6� 3 7� 2._72 1, W 1 0 3'- 1�J2. 1— I� -a --- te r' � --� �� I W.I.C. ROD & r� a 8'-O"/CAR V) 2 .- 68 BF �j HALL 2868 U) m N oO 2068,BF v ¢ `� 8'-0"/CARPET D1 UTI LITY L0r----� 0 w �p MC 8'-Q"/VINYL 8'--0' VINYL 1 22 1/2"x36" � ATTIC ACCESS I N C DRYER IF MlA— L I o i' of I LOCATION I LIOCATIO I I I BEDROOM #4 4 — — — — — 1 y I IRE RACK I _- === � — — —1 --- ROD & SII HALL BAT #2 - - - - -16 v NT 5 t 2 WALL 8'-0 /CARPET —15 N I __ 14 3�" WALL @ N 36" AFF W/ WOOD CAP - 0 =SH ----- t V) MASTER SUITE ----- J 0J — — — — — 8'-0," / CARPET 0J IN �co il'co ----- a �L I V)z — GAME 8'-0" / CARPET 3" BRG WALL Z o TO CEILING ROD & SH r' I 20'-8 < I < P68 o I I (2) 3050 SH (2) 4050 SH EGRESS LUINLJJ 10'-8" '121-8 11 21'-4" 40'-0" i A U COPYRIGHT 2000 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Horses Inc. The reproduction or unauthorized use of these docurnents or any other project without written permission frorn Mercedes Hornes Inc. is strictly prohibited. This design is protected by federal copyright laws. MASrFER REVISIONS REVII DATE DESCRIPTION BY APP, 01 01OCT04 INITIAL RELEASE PD MB 03 11 JAN06 SEE REVISION SHEET PD MB START REVISIONS REV, DATE DESCRIPTION I BYAPP, SCT J)' Q.S. 0 26AUG08fl ISSUED FOR CONSTRUCTION TT I SEK d-1% -0 M c d�:h lu I %1� d (.21k s HOMES PACE DELUXE CYLAKE SMART SECOND FLOOR PLAN "GD" LIUMSDEN RESIDENCE SCALE (UNo); CDS H SHEET; 1/4" = 1'-0" ORL-00071-08 A2 DRAWN ©Y PROD. DEV. SCT J)' Q.S. WALLS: CHECKED UY MASTER # PfWD. DEV. QS-271904BL—Q?1 MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 5905 North Wickham Road 08-'8 -0-8 STEN GI E. K�,S�IVER F.E. Suite #401 E-jPE 39528 Melbourne, FL 32940 /�ICEN "O"—STRUCTURAL CERTIFICATION ONLY Phone: (321) 259-6972 111 a) r, U w V) 29"x42" MIRROR LAV FT'._ F VSB30 HALL BATH Al 1/4" 29"x42" MIRROR I AV F F VSB30 4 HALL BATH #2 Al 1/4" = V-0' 3'-U�° 10'-4" STAIR DETAIL 1/4" = 1'-0' 18,-9 7/8" 10'-8 3/4" FFEG —9'-4" BRG 4 0'-0_FFE 24" STRIP f 60"x42" MIRROR LAV LAV Fff� 11 FIlk-11-1,1' FIDED VSB30 VSB30 5 MASTER BATH Al 1/4" = 1'-0' II I I II II I I II --STUDS @16" OR 24" II I II 0. C. II I I II II I I II� +o" II I I II SOLID BLOCK @ 24" I I I I AFF- -4" FF- -4" DRYER VENT TO OUTSIDE BOTTOM @ 4" BELOW II I I I17BLOCKING II I II I — I I i I I +0' o I I I I ..-BASE BOARD I I -5�" RECESS AT STUD SPACE DRYER VENT DETAIL Al 1/4" = V-0' r______n I II 39" REF ii SPACE m I II L ------U o N I m y I O -,' W m N /0 O LLJ I N 0 i m DBL SNK Q0 I DW X836 B 15 W4830 W1530 KITCHEN LAYOUT 3/8" = 1'-0' A D1 31" WALL SMOOTH BAR �SMOOTH DETAIL^ Al SCALE: 3/8" = V-0" COPYRIGHT 7008 All drawings, specifications and copies thereof ure instruments of service and remain the property of Mercedes Nornes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Horses Inc. is strictly prohiUited, This design is protected by federal copyright lows. MASrI'ER REVISIONS REV, DATE DESCRIPTION BY APP. Q1I 01OCTO4 INITIAL RELEASE PD MB Q3 1 1 JAN06 SEE REVISION SHEET PD MB START REVISIONS REV, DATE DESCRIPTION I-BY7 APP. 0-T 26AUG081 ISSUED FOR CONSTRUCTION TT SEK 1 IL; dL� PACE DELUXE C LADE SMARrI' INTERIOR DLrFAILS LUMSDEN .RESIDENCE SCALE (UNO): 1/4" = 1'-0" CDs # ORL-000371-08 SHEET: � 11 Jl DRAWN BY PROD. DLV. SCT H Q.S. WALLS: CHECKEU BY MASTER N PROD. DEV. QS-271904BL_Q2 ILLLJJJp MERCEDES ARCHITECTURAL TURAL AND ENGINEERING SERVICES 6905 North Wickham Road Suite #401 Melbourne, FL 32940 Phone: (321) 259-6972 1 ATTIC VENTILATION CALCULATIONS MAXIMUM TOTAL HOUSE SQUARE FOOTAGE; 2155 SQ, FT. HOMES MAXIMUM REQUIRED ATTIC VENTING (1/00 ); OFF -RIDE VENT OFF -RIDE VENT OFF -RID 2155 * 144 / 300 = 1034 SQ, IN. MINIMUM PROVIDED VENTILATED SOFFIT: MB Q3 IIJAN06 80 LIN. FT. 0 10 SQ. IN./LIN. FT,= 800 SQ. IN. (77.4%) MINIMUM PROVIDED RIDGE VENT: START REVISIONS QS_2719041DL_Q2 0 LIN. FT. 0 11 SQ. IN./LIN. FT.= 0 SQ. IN, MINIMUM PROVIDED OFF—RIDGE VENTS: 0 (54.2%) ISSUED FOR CONSTRUCTION ITT 4 UNITS CO 140 SQ. IN./UNIT = 560 SQ, IN, TOTAL MINIMUM PROVIDED VENT AREA = 1360 SQ. IN. " RAISED TUBED CEMENT D (TYP) ELEVATION "GB" COLUMN SCALE: 3/8" = 1'-0" 0°'X4lr J� r CEMENT 3"x4" SCORE CEMENT BAN (TY1 1 >, 8 X 12 kk ul\Lu CEMENT BAND (TYP) ELEVATION "GB" WINDOW SCALE: 3/8" = V-0" -0" � 18'-9 7/8" ORO 10'-8 3/4" FFE —4" BRG 0'-0" FFE 18'-9 7/8" EE 10'-8 3/4" F 9'-4" BRG 0'-0" FFE CEMENT BAND (TYP) FRONT ELEVATION "GB" SCALE: 1/4" = 1'-0" REAR ELEVATION SCALE: 1/4" = 1'-0" � I �CTE-_ALL SUB—FASCIA 2x4 & O.H. PLUMB CUr /8_ 18'-9 7/8" BRG 10'-8 3/4"^FFE 9'-4" ORO 1/4" FFE _4, BRG _0° FFE k 0'-0_FFFE 2'-0"'� 4'-0" MIN. (L' 4'-0" MIN. rk 4'-0" MIN CE 4'—n" MIN CE 9'—n,, 11 12 — C�.�11 — � T � — l—L—I--1II1 6 'CYP� HIP II �� GABLE ii RECOMMENDED OFF -RIDGE VENT 11 6° RAKE II PLACEMENT GUIDELINES II COPYRIGIrl' 2008 All drawings, specifications and copies thereof are instrurn ants of service and remain the property of Mercedes HarneS Inc. The reproduction or unauthorized use of these documents or any other project without written permission frorn Mercedes Hornes Inc. is strictly prohibited. This design is protected by federal copyright laws. .,iHl MASTER REVISIONS HOMES PACE DELUXE COLAKE SMART REV OFF -RIDE VENT OFF -RIDE VENT OFF -RID E VENT OFF -RIDE VENT OFF -RIDE VENT 11 12 — C�.�11 — � T � — l—L—I--1II1 6 'CYP� HIP II �� GABLE ii RECOMMENDED OFF -RIDGE VENT 11 6° RAKE II PLACEMENT GUIDELINES II COPYRIGIrl' 2008 All drawings, specifications and copies thereof are instrurn ants of service and remain the property of Mercedes HarneS Inc. The reproduction or unauthorized use of these documents or any other project without written permission frorn Mercedes Hornes Inc. is strictly prohibited. This design is protected by federal copyright laws. .,iHl MASTER REVISIONS HOMES PACE DELUXE COLAKE SMART REV DATE DESCRIPTION BY APP. Ql, 010CT04 INITIAL RELEASE PD MB Q3 IIJAN06 SEE REVISION SHEET PD MB CHECKED 0Y MASTER // START REVISIONS QS_2719041DL_Q2 REV DATE DESCRIPTION BY APP. 0 126AUG081 ISSUED FOR CONSTRUCTION ITT I SEK I N C"L E "; F OPENING PRESSURE AND ENGINEERING NOTE: SEE T'I SHEET FOR OPENING DESIGN PRESSURES AND STRUCTURAL ENGINEERING INFORMATION, - ---------- OPENING PRESSURE INFORMAr1'ION 120 MPH "C" ENCLOSED EDGE STRIP (COMPONENTS & CLADDING): 4.0' NOTE AN OPENING IS CONSIDERED IN ZONE 5 IF MORE THAN 50% IS WITHIN EDGE STRIP, WORST CASE OPENING DESIGN PRESSURES: +34,2 psf —44.8 psf TYPICAL ELEVATION DETAIL NOTES: ELEZOILOwO 12JUN08 * (,OVERHANGS ARE V-0" UNO, * 'RAKES ARE 6" UNO. * SEE ELEVATION PLAN FOR HEADER HEIGHTS, ROOF PITCHES ARE 6:12 UNO. ALL FINISHES CALLED "TEXTURED CEMENT" ARE 2 OR 3 COAT STUCCO PER ASTM C926/C1063 AND FF3C 2004 8703.6. ,`=STUCCO BANDS ARE 6" x 3/4" THICK UNO. * ,CONTROL JOINTS IN STUCCO ARE SPACED AT EVERY 144 SO FT. UNO = UNLESS NOTED OTHERWISE r, M d C r c teek d, Le� z s, HOMES PACE DELUXE COLAKE SMART EXTERIOR ELEVATIONS "GL'" .L'U M S D E RESIDENCE SCALE (UNO): CDS H SHEEjr:: 114"_ 1,_0), ORL-0003 .1-08 1L� IDRAWN UY SCT N PROD. DEV. Q.S. WALLS: ir CHECKED 0Y MASTER // PROD. DEV. QS_2719041DL_Q2 MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 08-2�8_ 6905 North Wickham Road STE1'HG KASTNEV'.E:. Suite 401 ,l (CENSE # 528 MMelbourne,FFL 32940 Phone: (321) 259-6972 FOR !T_' URA CERTIFICATION ONLY 18'-9 7/8" BRC 10'-8 3/4" FFE 9'-4" BRG 60'-0" FFE 18'-9 7,[8" BF 10'-8 3/4" FF r--- — — jj,9 —4" BRG 0 —0" FFE RIGHT ELEVATION SCALE: 1/4" = V-0" LEFT ELEVATION SCALE: 1/4" = 1'-0" 8'-9 7/8" BRG 9'-4" BRG C 0'-0" FFA 1=9 718 B RQg 10'-8 3/4" FFF� T9=4= BRC, . �0'_0" FFE COPYRIGHT 2008 All 'drawings, specifications and copies thereof are instruments of service and rerngin the property of Mercedes Horses Inc. Thu reproduction or unauthorized use of these documents or any other project without written permission frorn Mercedes Horses Inc. is strictly prohibited. This design is protected by federal copyright laws. MASTER REVISIONS REV DATE DESCRIPTION BY APP, 0 1 010CT04 INITIAL RELEASE PD MB Q3', 11JAN06 SEE REVISION SHEET PID MB START REVISIONS REV, DATE DESCRIPTION BY APP. 0 J.26AUG081 ARCHITECTURAL ISSUED FOR CONSTRUCTION TT SEK HINGLE ROOFI�� OPENING PRESSURE AND ENGINEERING NOTE: 6 SEE T1 SHEET FOR OPENING DESIGN PRESSURES AND STRUCTURAL ENGINEERING INFORMATION, co OPENING PRESSURE INFORMATION 120 MPH "C" ENCLOSED EDGE STRIP (COMPONENTS & CLADDING): 4.0' NOTE: AN OPENING IS CONSIDERED IN ZONE 5 IF MORE THAN 50% IS WITHIN EDGE STRIP, WORST CASE OPENING DESIGN PRESSURES: +34,2 psf —44,8 psf TYPICAL ELEVATION DETAIL NOTES: EIEVNOTEAWO 12JUN08 * OVERHANGS ARE 1'-0" UNO. * RAKES ARE 6" UNO. * SEE ELEVATION PLAN FOR HEADER HEIGHTS. * ROOF PITCHES ARE 6,12 UNO, * ALL FINISHES CALLED "TEXTURED CEMENT" ARE 2 OR 3 COAT STUCCO PER ASTM C926/C1063 AND FBC 2004 R703.6, * STUCCO BANDS ARE 6" x 3/4" THICK UNO, * CONTROL JOINTS IN STUCCO ARE SPACED AT EVERY 144 SQ FT. UNO = UNLESS NOTED OTHERWISE Mt2k-&ce s UAJL :1de HOMES PACE DELUXE @0LA1(E SMART EXTERIOR ELLVAr-HONS 5) GB„ LUMSDEN RESIDENCE SCALE (IJNO): 1/1I" = 1'-0" CDS ff ORL-000371-08 SHEET: ¶IIIIfLI'J��1,' ll__J DRAWN 8Y PROD. DEV. SCT # Q.S. WALLS: CHECKED IBY MASTER d PRQD. DEV. QS-271904BL—Q2 B 'MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 08_2_ 6905 North Wickham Road Suito #401 STEPHEt�N, KASTNER//P.F'. NSEP528 Melbourne, FL 32940 �1 FCt{R ST[i G1 U['\A CERTIFICATION ONLY Phone: (321) 259-6972 I I } I L— — — — — — — — — — — —� F } P COPYRIGHT 2008 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 docurnents or any other project without written permission from Mercedes Horner Inc. is strictly prohibited. This design is protected by federal copyright laws. MASTED REVISIONS REV DATE DESCRIPTION BY APP. Q I Ol UCT04 INITIAL RELEASE PD MB 03 I IJANOG SEE REVISION SHEET PD MB START REVISIONS REV DATE DESCRIPTION BY FAPP, 0, I 6AU0081 ISSUED FOR CONSTRUCTION TT I SEK ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO PLUMBER: I. PLUMBING SHALL COMPLY W/FBC 2004 PLUMBING CODE, 2. WATER HEATER SHALL HAVE PAN AS REQUIRED, AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3. CLEANOUTS SHALL BE PROVIDED @ BASE OF STACK & 4'-0" AFF IN LAUNDRY ROOMS, NOTES TO ELECTRICIAN: 1 , SIMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES, 5 ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF THE NEC AS ADOPTED BY THE FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE CD SMOKE DETECTOR 0'0 DETECTOR RESIDENCE SCALE (UNO): 1/It„ = V-0" _ CDs H ORL-000371-08 SHEET: � DRAWN ©Y EXAUST FAN PROD. DRV. SWITCH, WALLS: CHECKED ©Y 3 -WAY SWITCH ��' WALL MOUNTED _0d MERCEDES b3 LIGHT FIXTURE 4 -WAY SWITCH r}� �t CEILING MOUNTED _ 6905 North Wickham Rood LIGHT FIXTURE DIMMER SWIFCH �D RECESSED CAN LIGHT FIXTURE 110 V OUTLET :t RECESSED VAPOR PROOF FIXTURE _IV �� SWITCHED OUTLET :��-- FLUSH MOUNTED LIGHT FIXTURE 220 V OUTLET zzo_ PENDANT LIGHT>�- DIRECT WIRE 4 T FLOODLIGHT TV JACK -I--J FLOURESCENT PHONE JACK Pit j LIGHT CEILING FAN SPEAKER PREWIRE SPM- PREWIRE ONLY HOMES PACE DELUXE COLAKE SMARM' ELECTRICAL PLAN LUMSDEN RESIDENCE SCALE (UNO): 1/It„ = V-0" _ CDs H ORL-000371-08 SHEET: � DRAWN ©Y scr >✓ PROD. DRV. Q.S. WALLS: CHECKED ©Y MASHER b PROD. DRV. QS_271904BL_Q2 �Ijl--��Nj MERCEDES ARCHITECTURAL AND .ENGINEERING SERVICES 6905 North Wickham Rood Suite {401 Melbourne, FL 32940 Phone: (321) 259-6972 COPYRIGHT 2008 All druwings, specifications and copies thereof are instruments of service and remain the property of Mercedes Horses Inc. 'Fhe reproduction or unauthorized use df these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. 40'-0"2. 2" (TYP) r N N N N I I V ID �o 0 U U Z L .1 1 1 3060 CONC PAD COMP 0 0 a COMP O N 0 Cl 0 0 I J 0 0 0 I J O N I IF FC 00 0 r= 0 0 0 p H I B cJ 78" CURB o 0 U z <r t9 � O (tel s O Vl w 0 LU L 1� z D 0 a un U 0 00 0 I c0 I 0 z C� z <r z T s i �t 0 J n- MASTER CHANGE DATE: 09/04/2007 FND20X20HU.dwg 21NOV06 I--" �5 REBAR _� I---- /�5 REBAR 7 5/8" CURB CONC SLAB CONC SLAB 1 I V I CONC SLAB N IF FF FG FG _ w _ N Z TI1 � �_ I Z 9r,",�1�..1frn1.6"14,h" (I) �5 CVNT - I' -8r' X11 U! (3) H5 CUNT .i�— DRIVEWAY 3" MIN. COV. (3) �%5 CONT 3" MIN. CUV, 3" MIN, COV. ��BEARING FOOTER_ � FOOTER Ar OHCU � CURB SECTION (BEARING) SCALE; NTS � SCALE: NTS � SCALE: NTS I/2" UTA x10" ANCHOR fig REBAR BOLT (ONO) AT 48" O.C. ` Z_ MAX. (7" MIN. EMBED,) I CONC SLAB CONC STAB FF VARIES N FF FF VARIES 1 I i _III -II z __(3) µ5 CVN7 L � Z (1) #5 CONCL T 3" MIN, COV, �q CUNT 3" MIN. Gov. NON LOAD BEARING LOAD BEARING INTERIOR STEP , EXTERIOR STEP (BEARING) INTERIOR STEP DETAIL 4 SCALE: NTS J SCALE: NTS � SCALE: NTS 1/2" DIA x10" ANCHOR I BOLT (ONO) AT 48" O.C. #5 REBAR MAX. (7° MIN. EMBED,) CONC SLAB CONC SLAB FF FF _ VARIES FG NINEL1N5color -� � - (3) 3"' MIN. COV. (J) /�5 CUNT 3" MIN. COV, 7 INTERIOR BEARING � fFiICKENED EDGE � SL GLASS DOOR SECTION SCALE; NTS oCALEt NTBNT., SCALE: NTS I I I-�— Ln #5 REBAR I--- �5 REBAR x — 8,. I CONE SLAB a g°- � VARIES � 8" FF N FF�I I I 6„ V3fll/Z„ I 3 1/'LL FG I Kul- �T<°Titi-Bli><-�fl� _ I (1) #5 CONT r - - - � ` - - (1)-#5 CONT (1)� �(;'O (3) j}5 CUNT 11 •�„ 411 (3) /j5 CONT 1'-d„ ,h. 3" MIN. COV. 3" MIN. COV. 9P POCKET SL GLASS DOOR SECTION 1 p CURB SECTION AT SHOWER l0A SECTION AT SFIOWER SCALE: NTS SCALE: NTS SCALE NTS I--- /{5 REBAR BEYOND r-�---#5 REBAR BEYOND � 1/2" UTA x10" A.B. SPACED � I PER CONNECTOR SCHEDULE z i CURB BEYOND (7" MINIMUM EMBEDMENT) 5 1/2 CONC SLAB CONC SLAB corfc sls,e FFFO L Z. L 1 - I i➢�„rf I- _ - (3) /j5 CONT � CONT (3) /Jo CONF 3" MIN. COV. S" MIN. COV. 3" MIN. COV, 1 � SERVICE DOOR SECTION 11A RECESSED DOOR SECTION 12 FRAME WALL BEARING FOOTER SCALE: NTS SCALE: NTS SCALE: NTS 1/2" DIA x10" A.B. SPACED ' I PER CONNECfUR 5ChfEUULE /�5 REBAR (7" MINIMUM EMBEDMENT) o 7 5/8" CURB - 8" CURB UNO o I 00L ' i f l� •- � `�' < ill- I I I-1 z III fl-1f� (2) iy5 CONT J -0 � 3" MIN. COV. (2) �� CONT 3" MIN. COV. I � WING -WALL FOOTER 13F WING -WALL FOOTEk SCALE: NTS SCALE: NTS ('L) CIL 2 Fn #5 REBAR- 7-1/2" MIN. 4" PIPE , 6" SLEEVE/ 12" (2) 116 KEBAB PIPE_ TI -IRIS FUUMCI U d v, HOMES, B 1��1�STEFz REVISIONS REV 1 DESCRIPTION BY APP. 23'-110 " - 1• �'- 2 INITIAL RELEASE PD ' 30" SQ x 16" DEEP CONC FOOTER W/ • Q3 11JAN06 SEE REVISION SHEET PD (3) �5 EW (2) PL CHECKED BY START REVISIONS PROD. DEV. ClS_271904BL_Cl2 REV', DATE DESCRIPTION BY APP. v 126Auroi3 ISSUED FOR coNSTRucrloN rr w d I- 08-28—M 6905 North Wickham road a`CE1'III;N � AS'I'N[�1IY .G. Suite ��401 LICFPtSE �� PE �352d 1 30'-10' FOR ,TRUCfU AE CER"iIFICAfION ONLY 0 9'-2" I I I YLUMBINCT NOTE I CONCRETE SEE FLOORPLAN (SHEET Al) FOR � FOUNDATION AS PER OENL-- NOTES I EXACT., LOCATION OF PLUMBING FIXTURES AND PLUMBING WALLS, ETC, I �. KITCHEN NOTE: � S -SUB UP POWER FOR ;.�, C�j D< THRU KITCHEN ISLAND �O� FOUNDATION GCO 20,_6„ 4'- 31 15'-2�„ I I 4„ PVC I FOR COMP I IWH I � I I . I .. Q a I CONCRETE A� PER FOUNDATION NOTES �� I I N I I <,� J I �- N I I I28" 20' - 6� 1, I 19' -` � 1, I rER SCALE: NTS B 1��1�STEFz REVISIONS REV 1 DESCRIPTION BY APP. 23'-110 " - 1• �'- 2 INITIAL RELEASE PD ' 30" SQ x 16" DEEP CONC FOOTER W/ • Q3 11JAN06 SEE REVISION SHEET PD (3) �5 EW (2) PL CHECKED BY START REVISIONS PROD. DEV. ClS_271904BL_Cl2 REV', DATE DESCRIPTION BY APP. v 126Auroi3 ISSUED FOR coNSTRucrloN rr w d I- 08-28—M 6905 North Wickham road a`CE1'III;N � AS'I'N[�1IY .G. Suite ��401 LICFPtSE �� PE �352d 1 30'-10' FOR ,TRUCfU AE CER"iIFICAfION ONLY 0 9'-2" I I I YLUMBINCT NOTE I CONCRETE SEE FLOORPLAN (SHEET Al) FOR � FOUNDATION AS PER OENL-- NOTES I EXACT., LOCATION OF PLUMBING FIXTURES AND PLUMBING WALLS, ETC, I �. KITCHEN NOTE: � S -SUB UP POWER FOR ;.�, C�j D< THRU KITCHEN ISLAND �O� FOUNDATION GCO 20,_6„ 4'- 31 15'-2�„ I I 4„ PVC I FOR COMP I IWH I � I I . I .. Q a I CONCRETE A� PER FOUNDATION NOTES �� I I N I I <,� J I �- N I I I28" 20' - 6� 1, I 19' -` � 1, I I -i3" BFF � w � I ---- -911 BFF W I J 12'-011 N 2'-4" I 24" ;C� x 12" DEEP � CONC FOOTING W/ (2) {�.`� EW (2) PL 3'-0" CONC ETE SIDEWALK 16'-0" CONCRETE DRIVEWAY -\ 6'_9" 21'-4" 1. 1 40' - 0" ---- 1��1�STEFz REVISIONS REV DATE DESCRIPTION BY APP. Q1 I, OlOCr04 INITIAL RELEASE PD MB Q3 11JAN06 SEE REVISION SHEET PD MB CHECKED BY START REVISIONS PROD. DEV. ClS_271904BL_Cl2 REV', DATE DESCRIPTION BY APP. v 126Auroi3 ISSUED FOR coNSTRucrloN rr SEK I-'�Gi� DELUXE C�L�1���', 5>�1��.l��rj� FOUNDATION PLAN "GB" L��JNISDLN . ��s1��Nc SCALE (ONO): CDS H SHEET: 1/��" = 1'-0" URL -000371-03 C --t DRAWN BY SCT !t PROD. DEV. Q • � • WALLS: CHECKED BY MASTER fj PROD. DEV. ClS_271904BL_Cl2 MERCEDES AIZCI-IIrI'EC,TURAL, AND ENGINEECZING SERVICES 08-28—M 6905 North Wickham road a`CE1'III;N � AS'I'N[�1IY .G. Suite ��401 LICFPtSE �� PE �352d 1 Melbourne, FL 32940 FOR ,TRUCfU AE CER"iIFICAfION ONLY Phone: (321) 259-6972 MET_ PRESS URE_CHART. dwg 120 MPH "C" FULLY ENCLOSED 29MAY07 BE FRAMED OUTSWING DOOR DESIGN PRESSURE CHART (p.s.f.) u u I APP. TAG DOOR DIMENSIONS I ROUGH OPENING AREA WIND ZONE CLASSIFICATION 11JAN06 WIDTH HEIGHT I WIDTH HEIGHT Sq. Ft. ZONE 4 ZONE 5 2068 25 5/8" 80 5/8 26 1/2" 81 15.2 +33.9 -36.9 +33.9 -44.8 2468 29 5/8' 80 5/8" 30' 1/2" 81" 17.5 +33.6 -36.6 +33.6 -44.2 2668 31 5/8" 80 5/8" 32 1/2" 81" 18.6 +33.5 -36.5 +33,5 -43.9 2868 33 5/8" 80 5/8" 34 1/2l* 81" 19.8 +33.3 -36.3 +33.3 -43.6 3068 37 5/8" 80 5/8" 38 1/2" all. 22.1 +33.1 -36.1 +33.1 -43.1 (2) 2068 50 9/16., 80 5/8" 1 51 144" 811, 15.2 +33.9 -36.9 +33,9 -44.8 (2) 2468 58 9/16 80 5/8 59 1/4" 81 ' 17.5 +33.6 -36.6 +33.6 -44.2 (2) 2668 62 9/16 80 5/8" 63 1/4" 81" 1816 +33.5 -36.5 +33.5 -43.9 (2) 2868 66 9/16" 80 5/8" 67 1/4" 81" 19.8 +33.3 -36.3 +33.3 -43.6 2 3068 74 9 1 6 80 5/8" 75 1/4" 81 " 22.1 +33.1 -36.1 +33.1 -43.1 12" SIDELITE 13 9/16" 80 5/8" 14' 81" 8.0 +34.9 --37.9 +34.9 -46.7 2080 25 5/8' 96 5/8" 26 1/2" 97" 18,1 +33.6 -36.5 +33.6 -44.1 2480 29 5/8" 96 5/8" 30 1/2" 97" 20.9 +33.2 -36.2 +33,2 -43.4 2680 31 5/8' 96 5/8" 32 1/2" 97 22,2 +33.1 -36.1 +33.1 -43.1 2880 33 5/8" 96 5/8" 34 1/2" 97" 23.6 +33.0 -35.9 +33,0 -42.8 3080 37 5/8'* 96 5/8" 38 1/2" 97" 26.3 +32.7 -35.7 +32.7 -42.4 (2) 2080 50 9/16" 96 5/8" 51 1/4" 97" 18.1 +33.6 -36.5 +33.6 -44.1 (2) 2480 58 9/ 1 6' 96 5/8 59 1/4 97 20.9 +33.2 -36.2 +33.2 -43.4 (2) 2680 62 9/16 96 5/8" 63 1/4" 97" 22.2 +33.1 -36.1 +33.1 -43.1 (2) 2880 66 9/16" 96 5/8" 67 1/4" 97" 23.6 +33.0 -35.9 +33.0 -42.8 2 3080 74 9 16' 96 5 8" 75 1/4" 1 97" 26.3 +32.7 -35.7 +32.7 -42.4 12" SIDELITE 13 9/16" 96 5/8', 14" 1 97" 9.6 +34.9 -37.9 1 +34.9 -46.7 NO'T'E: DOOR CHECK SIZES SHOWN ARE FOR THERMA-TRU BRAND DOORS; WITH MANUFACTURER TO VERIFY DIMENSIONS. OTHER BRANDS MAY VARY. SLIDING GLASS DOOR DESIGN PRESSURE CHART (p.s.f.) TAG DOOR DIMENSIONS ROUGH OPENING AREA WIND ZONE CLASSIFICATION WIDTH HEIGHT WIDTH HEIGHT Sq. Ft, ZONE 4 ZONE 5 5068 XX 60 11/16'. 80" 62 1/2" 81" 35,2 +32.0 -35.0 +32.0 -41.0 6068 XX 72 11/16" 80" 74 1/2" 81" 41.9 +31.6 -34.6 +31.6 -40.2 8066 XX 96 11/16" 80" 98 1/2" 81" 55.4 +31.0 -34.0 +31.0 -39.0 9068 XXX 107 11/16" 80" 109 1/2" 81"1 61.6 +30.8 -33.7 +30.8 -38.5 9068 0X0 109 11/16" 80" 111 1/2" 81" 62.7 +30.7 -33.7 +30.7 -38.4 9068 OXXO 120 11/16" 80" 122 1/2 " 81" 68.9 +30.5 -33.5 +30.5 -38.0 10068 OXXO 144 I1 16" 80" 146 1/2" 81" 62.4 +30.1 -33.1 +30.1 -37.2 12068 XXX 143 11/16" 80" 145 1/2" 81" 81.8 +30.1 -33.1 +30.1 -37.2 12068 0X0 145 11 16" 8O" 147 1/2" 81" 83.0 +30.1 -33.1 +30.1 -37.1 12068 OXXO 192 11 16" 80" 194 1/2" 81" 109.4 +29.5 -32.4 +29,5 -35.9 5080 XX 60 11/16" 96" 62 1/2" 97" 42.1 +31.6 -34.6 +'31.6 -40.2 6080 XX 72 11/16" 96" 74 1/2" 97" 50.2 +31.2 -34.2 +31.2 -39.4 8080 XX 96 11/16" 96" 98 1/2" 97" 66.4 +30.6 -33.6 +30,6 -38.1 9080 XXX 107 11/16" 96" 109 1/2" 97" 73.8 +30.4 -33.3 +30.4 -37.7 9080 0X0 109 I I 16'. 96" 111 1/2" 97" 75.1 +30.3 -33.3 +30.3 -37.6 9080 OXXO 120 11 16" 96" 122 1/2" 97" 82.5 +30.1 -33.1 +30.1 -37.2 10080 OXXO 144 11 16" 96" 146 1/2" 97"' 98.0 +29.7 -32.7 +29.7 -36.4 12080 XXX 143 11 16" 96"1 145 1/2" 97" 98.0 +29.7 -32.7 +29.7 -36.4 12080 0X0 145 1 1/16" 96"1 147 1/2" 97" 99.4 +29.7 -32.6 +29.7 -36.3 12080 OXXO 192 1 1 16" 96" 1 194 1/2" 97" 131,0 +29.1 -32.0 1 +29.1 -35.1 NOTE: DOOR SIZES SHOWN ARE FOR ATRIUM BRAND WINDOWS; OTHER CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. BRANDS MAY VARY. GARAGE DOOR DESIGN PRESSURE CHART (p.s.f.) TAG DOOR DIMENSIONS ROUGH OPENING AREA WIND ZONE_ CLASSIFICATION WIDTH HEIGHT WID'T'H HEIGHT Sq. Ft, ZONE 4 - ZONE 5 8070 96" 84" 96" 84' 56 +31.0 -33.9 +31.0 -38.9 9070 108" 84" 108" 84" 63 +30.7 -33,7 +30,7 -38.4 16070 192" 84" 192" 84" 112 +29.4 -32.4 +29.4 -35,8 18070 216" 84" 216" 84" 126 +29.1 -32.1 +29.1 -35.2 8080 96" 96" 96" 96" 64 +30.7 -33.6 +30.7 -38.3 9080 108" 96" 108" 96" 72 +30.4 -33.4 +30,4 -37,8 16080 192" 961 192" 1 96" 128 +29.1 -32.1 +29.1 -35.2 18080 1 216" 1961 216" 1 96" 144 +28.8 -31,8 +28.8 -34.6 NO'T'E: DOOR SIZES SHOWN ARE GENERIC SIZES. CHECK WITH MANUFACTURER DIMENSIONS. TO VERIFY BLOCK WINDOW DESIGN PRESSURE CHART (p.s.f.) TAG WINDOW DIMENSIONS ROUGH OPENING AREA WIND ZONE CLASSIFICA'T'ION WIDTH HEIGHT WIDTH HEIGHT Sq. Ft. ZONE 4 ZONE 5 12 SH 19" 26" 19 3/4" 26" 3.6 +34.9 -37.9 +34.9 -46.7 13 SH 19" 38 3/8" 19 3/4" 38 3/8" 5.2 +34.9 -37.9 +34.9 -46.7 14 SH 19" 50 5/8" 19 3/4" 50 5/8" 6.9 +34.9 -37.9 +34.9 -46.7 15 SH 19" 63" 19 3/4" 63" 8.6 1 +34.9 -37,9 +34.9 -46.7 16 SH 19" 72 19 3/4' 72" 9.9 +34,9 -37,9 +34.9 -46.7 1/2 32 SH 26 3/8 26" 27 1/4" 26' 4.9 +34.9 -37,9 +34.9 -46.7 1/2 33 5H 26 3/8" 38 3/8" 27 1/4" 38 3 8" 7.3 +34.9 -37.9 +34.9 -46.7 1/2 34 SH 26 3/8" 50 5/8" 27 1/4" 50 5/8" 9.6 +34.9 -37,9 +34.9 -46,7 1/2 35 SH 26 3/8" 63" 27 1/4" 63" 12.0 +34.5 -37,4 +34,5 -45.9 1/2 36 SH 26 3/8" 72" 27 1/4" 72" 13.6 +34.2 -37.2 +34,2 -45.4 22 SH 36 7/8" 26" 37 -3/4" 26" 6.8 +34.9 -37.9 +34,9 -46.7 23 SH 36 7 8" 38 318" 37 3/4 38 3z8" 10.1 +34.9 -37.8 +34.9 -46.7 24 SH 36 7 8" 50 5 8" 37 3/4" 50 5/8" 13.3 +34.3 -37,2 +34.3 -45.5 25 SH 36 7 8" 63" 37 3/4 63" 16.5 +33.8 -36.7 +33.8 -44,5 26 SH 36 7 8" 72" 37 3/4" 72" 18.9 +33.5 -36.4 +33.5 -43.9 32 SIT 53" 26" 53 3/4" 26" 9,7 +34.9 -37.9 +34,9 -46.7 33 SH 53" 38 318" 53 3/4" 38 3/8' 14.3 +34.1 -37,1 +34,1 -45,1 34 SH 53" 50 5/8- 53 3/4" 50 5/8" 18.9 +33.5 -36.4 +33.5 -43.9 35 SH 53" 63" 53 3/4" 63" 23,5 +33.0 -35.9 +33.0 -42.9 36 SH 53" 72" 53 3/4" 72" 26.9 +32.7 -35.6 +32,7 -42,3 2 24 SH 73 3/4" 50 5/8" 74 5/8 " 50 5/8" 13.3 +34.3 -37.2 +34.3 -45.5 2 25 SH 73 3/4" 63" 74 5/8" 63" 16.5 +33.8 -36.7 +33.8 -44.5 2 26 SH 73 3/4" 72" 74 5/8" 72"' 18.9 +33.5 -36.4 +33.5 -43.9 2 34 SH 106" 50 5/8" 106 7/8" 50 5/8" 18.9 +33.5 -36.4 +33.5 -43.9 2 35 SH 106" 63" 106 7/8" 63" 23.5 +33.0 -35.9 +33.0 -42.9 2 36 SH 106" 72" 106 7/8" 72" 26.9 +32.7 -35.6 +32.7 -42.3 3 24 SH 110 5/8" 50 5/8" 111 3/a., 50 5/8" 13.3 +34.3 -37,2 +34.3 -45.5 3 25 SH 11 0 5 8 63 1 1 1 3 8 63" 16.5 +33.8 - 3 6 7 +3 8 3. - -44.5 3 26 SH 110 5/8', 72" Z 111 3 8" 7 2 18.9 +:i3.5 -36.4 +33.5 -43.9 3 34 SH 159 50 3/8" 159 3/4" 1 50 5/8" 1 18.9 +33.5 -36.4 1 +33.5 -43.9 3 35 SH 159 63" 159 3/4" 1 63" 1 23.5 1 +33.0 -35,9 1 +33.0 -42.9 (3)_ 36 SH 159" 72" 159 3/4" 1 72" 1 26.9 1 +32.7 -35.6 1 +32.7 -42,3 NOTE: WINDOW SIZES SHOWN ARE FOR ATRIUM BRAND WINDOWS; CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. OTHER BRANDS MAY VARY. FRAME WINDOW DESIGN PRESSURE CHART (p.s.f.) TAG WINDOW DIMENSIONS ROUGH OPENING AREA WIND ZONE CLASSIFICATION WIDTH HEIGHT WIDTH HEIGHT Sq. Ft. ZONE 4 ZONE 5 2020 SH 23 -7/8" 23 1/2" 24 3/6o' 24" 4.1 +34.9 -37,9 +34.9 -46.7 2420 SH 27 7/8" 23 1/2" 28 3/8" 24" 4.7 +34.9 -37.9 +34.9 -46.7 2820 SH 31 718" 23 1/2" 32 3 8" 24" 5.4 +34.9 -37.9 +34.9 -46.7 3020 SH 35 7/8" 23 1/2" 36 3 8" 24" 6.1 +34.9 -37.9 +34.9 -46.7 3420 SH 39 7/8" 1 23 1/2" 40 3/8" 24" 6.7 +34.9 -37,9 +34.9 -46,7 3820 SH 43 718" 1 23 1/2" 44 31a" 24" 7.4 +34.9 -37.9 +34.9 -45.7 4020 SH 47 7/8" 1 23 1/2" 48 3/8" 24" 8.1 •1-34.9 -37.9 +34.9 -46.7 2030 SH 23 7/8" 35 1/2" 24 3/8" 36"' 6.1 +34.9 -37.9 +34.9 -46.7 2430 SH 27 718" 35 1/2'. 28 3/8" 36" 7.1 +34.9 -37.9 +34.9 -46.7 2830 SH 31 718" 35 1/2" 32 3/8" 36" 8.1 +34.9 -37.9 +34.9 --46.7 3030 5H 35 7/8" 35 1/2" 36 3/8" 36" 9.1 +34.9 -37.9 +34.9 -46.7 3430 SH 39 7/8" 35 1/2" 40 3/8" 36" 10.1 +34.9 -37.8 +34.9 -46.7 3830 SH 43 7/8" 35 1/2" 44 3/8" 36" 11.1 +34.7 -37.6 +34.7 -46.3 4030 SH 47 7/8" 35 1/2" 48 3/8" 36" 12.1 +34.5 -37.4 +34.5 -45.9 2040 SH 23 7/8" 47 1/2" 24 3/8" 48" 8.1 +34,9 -37.9 +34.9 -46.7 2440 SH 27 7/8" 47 1/2" 28 3/8" 46" 9.5 +34.9 -37.9 +34.9 -46.7 2840 SH 31 718" 47 1 2" 32 3/8" 48" 10,8 +34.7 -37.7 +34.7 -46.4 3040 SH 35 7/8" 47 1/2" 36 3/8" 48" 12.1 +34.5 -37.4 +34.5 -45.9 3440 5H 39 7/8'l 47 1/2" 40 3/3" 48" 115 +34.2 -37.2 +34.2 -45.4 3840 SH 43 7/8" 47 1/2" 44 3/6" 48" 14.8 +34.0 -37.0 +34.0 -45.0 4040 SH 47 718" 47 1/2" 48 3/8" 48" 16.1 +33.8 -36.8 +33.8 -44.6 2050 SH 23 7/d" 59 1/2" 24 3/d " 60" 10.2 +34.9 -37.6 +34.9 -46.7 2450 SH 27 7/8" 59 1/2" 28 3/8" 60" 11.8 +34.5 -37.5 +34.5 -46.0 2850 SH 31 7/8" 59 1/2" 32 3/8" 60" 13.5 +34.2 -37.2 +34,2 -45.4 3050 SH 35 7/8" 59 1/2 36 3/8" 60" 15.2 +33.9 -36.9 +33.9 -44.8 3450 SH 39 7/8" 59 1/2" 40 3/5" 60" 16.8 +33.7 -36.7 +33.7 -44.4 3850 SH 43 7/8' 59 1/2" 44 -3/8" 60" 18.5 +33.5 -36.5 +33.5 -44.0 4050 SH 47 7/8" 59 1/2" 48 3/8" 60" 20.2 +33.3 -36.3 +33.3 -43.6 2060 SH 23 7/8" 71 1/2" 24 3/8" 72" 12.2 +34.4 -37.4 +34.4 -45.8 2460 SH 27 718" 71 1/2" 26 3/6" 72" 14.2 +34.1 -37.1 +34.1 -45.2 2860 SH 31 7Z8" 71 1/2" 32 3/8" 72" 16.2 +33.8 -36.8 +33.8 -44.6 3060 SH 35 7/8" 71 1/2" 36 3/8" 72" 18.2 +33.5 -36.5 +33.5 -44.0 3460 SH 39 7/8" 71 1/2" 40 3/5" 72" 20.2 +33.3 -36.3 +33.3 -43.6 3860 SH 43 7/8" 71 1/2" 44 3/8" 72" 22.2 +33.1 -36.1 +33.1 -43.1 4060 SH 47 7/6" 71 1/2" 48 3/8" 72" 24.2 +32.9 -35.9 +32.9 -42.7 2 3050 SH 72 3/4" 59 1/2" 73 1/4 " 60" 15.2 +33.9 -36.9 +33.9 -44.8 2 3060 SH 72 3/4" 71 1/2" 73 1/4" 72" 18.2 +33.5 -36.5 +33.5 -44.0 2 4050 SH 96 3/4" 59 1/2" 97 1/4" 60" 20.2 +33.3 -36.3 +33.3 -43.6 2 4060 SH 96 3 4" 71 1/2" 97 I 4" 72" 24.2 +32.9 -35.9 +32.9 -42.7 3 3050 SH 109 5/8" 59 1/2" 110 1/8" 60" 15.2 +33.9 -36.9 +33.9 -44.8 3 3060 SH IO9 5Z8" 71 142" 110.1/8" 72" 18.2 +33.5 -36.5 +33.5 -44.0 3 4050 SII 145 5/6" 1 59 1/2" 146 1/8" 60" 20.2 +33.3 -36.3 +33.3 -43.6 3 4060 SH 145 5/8" 1 71 1/2" 146 1/8" 72" 24.2 +32.9 -35.9 +32.9 -42.7 NOTE: WINDOW SIZES SHOWN ARE FOR A'T'RIUM BRAND WINDOWS; CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. OTHER BRANDS MAY VARY. MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 6905 NO.RT WIC KIHIAM ROAD SUITE #401 ME LI"5OUR,NE 9 FLORIDA 32940 PHONE: (321)-259-`972 GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH. (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH). (3) RIDGE BOARD $HALL BE 2x6 MIN, FOR 2x4 RAFTERS, & 2x8 MIN. FOR 2x6 RAFTERS, (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP RT7 CONNECTOR, NAILED WITH (10) 8d x 1-1/2" NAILS, ALL OTHERS TOE -NAIL WITH 0.131 x 3" GUN NAILS. (5) ALL CONVENTIONAL FRAMING LUMBER (AKA: KDV) IS SPF STUD GRADE OR BETTER, COLLAR TIE (AS REQUIRED, SEE NOTE A2). USP THD2� FASTENED TO 11PEAK OF PREVIOUS TRUSS. (1) RT7A 0 EA END OF ���� TRUSSES BELOW LONG FRAMING MEMBER. (SEE NOTE #4.) (5) 10d GUN NAILS EACH END. (2)2x4 CLEAT UNDER VALLEY FRAMING ANCH TO EA TRUSS BELOW W/ (4) 0.131 x 3" GUN NAILS FOR VALLEY RAFTERS 6AND LESS. OVER 6' USE 12" STRAP. IF CLEAT IS OVER SHEATHING & VALLEY RAFTER IS OVER 6' LONG, USE (1) 3/8" x 4" LAG SCREW W/ 1" WASHER PER TRUSS OR CUT SLOT & WRAP 12" STRAP (ANY MFGR) AROUND TRUSS BELOW. FILL ALL HOLES W/ 8d x 1-1/2" NAILS (MIN.), SPACED (2) TRUSSES MAX. APPLY 6" WIDE - STRAIGHT FLASH 1x6 PT BUCK ATTACHED WITH CASE HARDENED NAILS PER INST. DETAIL DRAWING TEXTURED CEMENT PLASTIC "J" BRICK MOULD 3/164 TAPCON SPACED PER DOOR MANUFACTURER TEXTURED CEMENT - (BEYOND) JAMB 3/164 TAPCON - SPACED PER DOOR MANUFACTURER PLASTIC "J" FLUSH WITH EDGE OF BRICK MOULD (CAULK JOINT) SILL SEALANT 1501 VALLEY FRAMING DETAIL 1ouLo7 SCALE: NTS 7g„„,. CMU FILLED CELL l \ DOORSTOP 4 e DRYWALL TO BE �, • 1x4 PT FURRING DE'T'ERMINED p d BY DIVISION h CORNER BEAD 4�" SHIM 1/4" MAX A WALL JAMB APPLY 6" WIDE T\ A STRAIGHT FLASH AT DOOR JAMB PERIMETER TO EXTERIOR WALL (PER MFG INSTALLATION 78" � 2 REQUIREMENTS) CMU FILLED CELL d a1 6 10 PT FURRING DRYWALL A ® DRYWALL RETURN BASE BOARD 41%OUTSWING DOOR SILL 0'-0" FFE �g SLAB RECESSI -1„ L- B DOOR STYLE s SILL JAMB AS SELECTED B CMU OUTSWING DOOR JAMB DETAILS WITH ri i i )922 (FLUSH WI rH EXTERIOR ERIOR WALL SCALE: NTS DRYWALL • FRAME WALL 2'- 1 1"/2" MIN. - n FI GARAGE FLR: GARAGE LIP DETAIL GRGLIP 30OCT06 SCALE: NTS 8d FULL HEAD RING SHANK GUN NAILS © 4" OC WITHIN 48" OF ENDS, GABLES, & RIDGES " n I.I n 8d FULL HEAD RING SHANK GUN NAILS 6" OC 'THEREAFTER .I I,I I I'I T6" USB OR .} " CDX MIN SPAN PLYWOOD CLIPS (1) RATING 24/16 (SHINGLE); PL.Y-CLIP EVENLY SPACED 32/16 (TILE) DO NOT OVER BETWEEN TRUSSES (MIN) DRIVE NAILS TYPICAL NAIL NG `:ICHEDULE NAILSCHED,(Jwg- 23OCTO7 JAP SCALE: NTS WA(ERBARRIER.dwg WATER L1A[�RI�,.R r�(�rlt1,: 1SEK;07 FRAME EXTERIOR WALLS AND GABLE END TRUSSES APPLY PAINT/SEALANT ON TEXTURED CEMENT APPLIED TO LATH OVER ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER OVER AN APPROVED HOUSE WRAP PER FBC R703.6,3 VALLEYS FLASHED PER 8905.2.8.2 7/ 16" OSB TYVEK (DRAINAGE PLANE) PAPER BACKED LATH\ WIRE -� \ 7/8" MIN TEXTURED---\ CEMENT FINISH FLASHING/CON FROL JOINT --It MEMBRANE BRIDGE - FLASHING 1/2" MIN TEXTURED CEMENT FINISH 0821 CONTROL JOINT_E_3LOCK SECTION z4ocToSCALE: NTS CANDC.dwg FLRNorEO.dw9 FLOOR PLAN NOTES: 28SEP07 _1 COMPONENTS AND CLADDING WIND LOAD (ROOF ANGLE::, 10 TO 30 DEGREES) BE FRAMED REV - 28MAR05 DESCRIPTION u u I APP. L- B DOOR STYLE s SILL JAMB AS SELECTED B CMU OUTSWING DOOR JAMB DETAILS WITH ri i i )922 (FLUSH WI rH EXTERIOR ERIOR WALL SCALE: NTS DRYWALL • FRAME WALL 2'- 1 1"/2" MIN. - n FI GARAGE FLR: GARAGE LIP DETAIL GRGLIP 30OCT06 SCALE: NTS 8d FULL HEAD RING SHANK GUN NAILS © 4" OC WITHIN 48" OF ENDS, GABLES, & RIDGES " n I.I n 8d FULL HEAD RING SHANK GUN NAILS 6" OC 'THEREAFTER .I I,I I I'I T6" USB OR .} " CDX MIN SPAN PLYWOOD CLIPS (1) RATING 24/16 (SHINGLE); PL.Y-CLIP EVENLY SPACED 32/16 (TILE) DO NOT OVER BETWEEN TRUSSES (MIN) DRIVE NAILS TYPICAL NAIL NG `:ICHEDULE NAILSCHED,(Jwg- 23OCTO7 JAP SCALE: NTS WA(ERBARRIER.dwg WATER L1A[�RI�,.R r�(�rlt1,: 1SEK;07 FRAME EXTERIOR WALLS AND GABLE END TRUSSES APPLY PAINT/SEALANT ON TEXTURED CEMENT APPLIED TO LATH OVER ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER OVER AN APPROVED HOUSE WRAP PER FBC R703.6,3 VALLEYS FLASHED PER 8905.2.8.2 7/ 16" OSB TYVEK (DRAINAGE PLANE) PAPER BACKED LATH\ WIRE -� \ 7/8" MIN TEXTURED---\ CEMENT FINISH FLASHING/CON FROL JOINT --It MEMBRANE BRIDGE - FLASHING 1/2" MIN TEXTURED CEMENT FINISH 0821 CONTROL JOINT_E_3LOCK SECTION z4ocToSCALE: NTS CANDC.dwg FLRNorEO.dw9 FLOOR PLAN NOTES: 28SEP07 MASTER REVISIONS COMPONENTS AND CLADDING WIND LOAD (ROOF ANGLE::, 10 TO 30 DEGREES) BE FRAMED REV - 28MAR05 DESCRIPTION WIND I APP. Q1, 01OCTO4 INITIAL RELEASE ' BASIC WIND SPEED I MB Q3 11JAN06 SEE REVISION SHEET PD MB AREA 20 MIN RATED DOOR & FRAME TO GARAGE. START REVISIONS 120 MPH I 130 MPH DESCRIPTIONF�r-r'l {{rAS {{�� 0-?UEJ 140 MPH 26A0008 ZONE SQ FT B C1 C2 B C1 C2 B C1 �C2 1 10.0 +14.9 -23.7 +18.0 -28.7 +20.1 -32.0 '+17.5 .-27,8 +21.2 -33.6 +23.6 -37.5 +20.3 -32.2 +24.6 -39.0 +27,4 -43.5 1 20.0 +13.6 -23.0 +16.5 -27.8 +18.4 -31.1 ,+16,0 -27,0 +19.4 -32.7 +21.6 -35.5 +18.5 -31.4 +22.4 -38.0 +25,0 -42.4 2 10.0 +14.9 -50.1 +18.0 -60.6 +20.1 -67,6. !+17.5 -58.7 +21.2 -71.0 +23.6 -79.2 +20,3 -68.1 +24.6 -82.4 +27.4 -91,9 2 20.0 +13.6 -45.4 +16.5 -54.9 +18.4 -61.3' +16.0 -53.3 +19.4 -64.5 +21.6 -72.0 +18.5 -61.8 +22.4 -74.8 +2.5,0 -83.4 3 10.0 +14.9 -50.1 +18.0 -60.6 +20.1 -67,6 +17,5 -58.7 +21,2 -71,0 +23.6 -79.2 +20,3 -68.1 +24,6 -82,4 +27,4 -91,9 3 20.0 +13.6 -45.4 +16.5 -54.9 +18.4 -61.3 +16.0 -513 + 19,4 -64.5 +21.6 -72.0 +18.5 -61.8 +22.4 -74.8 -1_25.0 -83.4 NOTE: C1 USES 1.21 ADJUSTMENT COEFFICIENT FOR I STORY EXPOSURE; C2 USES 1.35 ADJUSTMENT COEFFICIENT FOR 2 STORY 'EXPOSURE FOUNDATION NOTES: FOUND.dwg GENERAL NOTES: 24JAN06 1. IF A TERMITE CHEMICAL BARRIER IS TO BE APPLIED IT SHALL BE PER FBCR 2004, SECTIONS 1503.6, R320, & 2304 AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT. BY A LICENSED PEST CONTROL COMPANY PER SECT 105.1. 2. A/C COMPRESSOR LOCATION MAY VARY; FIELD LOCATE PER SURVEY, 3. SEE FLOOR PLAN FOR PLACEMENT OF VERTICAL REINFORCEMENT, WEDGE ANCHOR I.L.O. J -BOLT NOTE: A 1/2" DIA x 10" LONG MINIMUM WEDGE ANCHOR MAY BE USED IN LIEU OF 1/2" DIA J -BOLTS. ANCHORS TO EDGES AND 6" AT CONCRETE EDGES. DOWEL ROD NOTE: (Ili' APPLICABLE) WHERE SHOWN OR i ON PLAN THERE IS A VERTICAL IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM VERTICAL STEEL LOCATIONS, DRILL 6" INTO CONCRETE (3" FROM EDGES f5/8" AND 4" FROM ENDS OF CAP WALLS), REMOVE DUST PER MANUFACTURER'S INSTRUCTIONS AND USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE SIMPSON EPDXY-TIE OR EQUAL EPDXY ADHESIVE DESIGNED FOR CONCRETE, THE FOUNDATION DESIGN SHALL HAVE A MINIMUM LOAD CAPACITY OF 2000 PSF WITH A MINIMUM OF 957, OF MODIFIED PROCTOR PER ASTM D 1557. IN THE EVENT THE SOIL BEARING CAPACITY FALLS BELOW THE AFOREMENTIONED MINIMUM, THIS FOUNDATION PLAN MAY BE SUPERSEDED BY AN ENGINEER IN SPECIALIZED FOUNDATION DESIGN. FOUNDATION NOTES: USE 3-1/2" THICK SLAB (MIN) OVER CLEAN, "TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER. SUBTERRANEAN TERMITE POST-TREATMENT MAY BE BORACARE APPLIED TO GROUND FLOOR WOOD SURFACES; ILO SOIL TREATMENT. 2. USE A MIN OF 1-1/2 lbs OF FIBERMESH PER YARD IN SLAB. 3. CONCRETE COMPRESSIVE STRENGTH SHALL BE 2500 psi. 4. ALL REBAR SHALL BE GRADE 40. 5, MINIMUM REBAR COVERAGE IS 3" IN FOOTERS AND 1-1/2" IN WALLS, 6. REBAR OVERLAP SHALL BE 40 BAR DIAMETERS. (25" FOR #5 BARS). 7. FOR INSIDE CORNER OF SLAB ADD (2) #4 x 36" BARS DIAGONALLY 12" APART 2" FROM CORNER AND PLACED WITHIN UPPER THIRD OF SLAB. STfl UCTURAL N0TES® smucr.dwg SHEAR WALL NOTES: 24MAR06 GSW1 STUDS: A) FOR SHEARWALLS, BLOCKING IS REQ'D AT ALL SHEATHING EDGES BETWEEN STUDS. B) SPACING AT 24" ON CENTER (MAXIMUM). C) FOR MINIMUM SPECIES AND GRADE SEE GENERAL NOTES. D) SHEARWALL ENDS SHALL BE DOUBLE STUDDED, CHIS MAY BE A COMPOSITE OF A FULL JACK AND STUD OR A COMBINATION OF CORNER MUDS. GSW2 STRUCTURAL WALL SHEATHING: MINIMUM 15/32° CDX PLYWOOD OR 7/16" APA APPROVED O.S.B. CSW3 NAILING SCHEDULE: USE 8d GUN NAILS AT THE FOLLOWING SPACING: 6" ON CENTER THROUGHOUT (UNO) GSW4 -DENOTES SHEAR WALL LOCATION A) LENGTHS SHOWN ARE THE MIN, LINEAL FEET OF SHEAR WALL REQUIRED. B) IF THERE IS NO SHEAR WALL DENOTED ON FLOOR PIAN THEN ALL BEARING EXTERIOR FRAME WALLS GREATER THAN 16IN N'1 LE (, H ARE REQUIRED TO BE CONSTRUCTED AS SHEAR WALLS. (SEE SHEARWALL FRAMING SPECS DETAIL). CSW5 INTERIOR SHEAR WALLS SHALL USE 7/16" O.S.B. SHEArHING NAILED WITH 8d GUN NAILS AT 6" ON CENTER THROUGHOUT UNO WITH A J -BOLT, WEDGIT, OR A HTr22 REQUIRED AT ENDS UNLESS FRAME WALL TO BLOCK CONNECTION IS AVAILABLE. PROVIDES 197 plf IN GROUP III SPECIES FRAMING). G S W 6 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPOURS AT EACH END ARE SHEAR WALLS. GSW7 ALL EXTERIOR POURED CONCREfE WALLS ARE SHEAR WALLS, STRUCTURAL NOTES: Gl DESIGN PARAMETERS: DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFIC NOTES ROOF LOADS: LIVE LOAD (LL); 20psf (25% DURATION INCREASE) DEAD LOAD DL): 17psf SHINGLE; 25psf TILE WIND CALCS: DEAD LOAD (DL); 10.2psf SHINGLE; 15psf MILE (60% DURATION INCREASE) FLOOR LOADS: DL: 15p5f; LL, 40psf (0% DURATION INCREASE) BALCONY: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 60psf STAIRS: UL: 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 100psf G2 MINIMUM LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO) A) INTERIOR NON-BEARING WALLS: 2x4 STUDS AT 24" ON CENTER. SPRUCE -PINE -FIR (SPF) GRADED LUMBER (OR BETTER) OR METAL STUDS. CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS, B) FRAME BEARING WALLS: SPF #2 (MIN) 2x4 STUDS (,� 16" 0/C TO 10 USE 2x6 & MID HT BLOCKING BETWEEN STUDS OVER 10' UNO, C) HEADERS: SYP, GR 2, (2) 2x12 W/ 1/2" SOLID SPCR UNO ON PLAN OR DETAILS. NAIL PLIES W/ 10d © 3" O/C EDGES & 6" FIELD. C3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY, OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH. G4 LUMBER EXPOSED To WEATHER OR CONTACTING CONCRETE SHALL BE PRESSURE TREATED (PT). 05 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF 'TRUSSES AND FOR ALL PERMANENT BRACING PER BCSI-B 1 SUMMARY SHEEr. 06 NILE ROOF USE 30# DRY IN, 90# FELT & HOT MOP W/ SCREW DOWN INSTALLATION PER ROOF TILE INSTITUTE SYSTEM TWO UNO. INSTALL TILE ROOF SYSTEM IN ACCORDANCE WITH FRSA/TRI PER FBC 1507.3.7 & FBCR 905.3. G7 GALV (26 Ga MIN) OR ALUM FLASHING SHALL BE USED AT GUTTERS, WALL & ROOF INTERSECTIONS, ROOF SLOPE CHANGES, & ROOF OPENINGS. 08 ONLY SHINGLES & FASTENERS FROM BLUG DEPARTMENT'S LATEST APPROVED ROOF COVERING MFGR'S LIST (IF APPLICABLE) SHALL BE USED, ANCH W/ (6) 7/8" MIN LENGTH ROOFING NAILS W/ ,413" DIA HEAD PER SHINGLE, 09 REBAR IS GRADE 40 UNO ON PLAN. PLACEMENT IS PER TYP WALL SECT & PLAN. 610 ALL COEFFICIENTS AND CALCULATIONS ARE PER THE LATEST EDITION OF ASCE 7 AS ADOPTED BY THE FBCR. 611 ALL CONNECTIONS HAVE BEEN CHECKED 7O WITHSTAND ALL APPLICABLE LOADS UNO AND ALL CONNECTORS SHALL BE NAILED PER MANUFACTURER'S SPECS. C12 EXTERIOR CEILING MArERIAL WILL BE 1/2" GYPSUM SOFFIT BOARD AS A MINIMUM WHICH CAN PROVIDE FULLY ENCLOSED STRUCTURAL INTEGRITY. 013 OVERLAP DOUBLE TDP PLATES 24" AND ANCH WITH IOd AT 16" D.C. WITH (3) 10d's AT CORNERS, COPYRIGHT 2008 All, drawings, specifications and copies thereof are instrurnents 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 Mercedas Flatnes Inc. is strictly prohibited. This design is protected by federal copyright laws. C 0NF0RN1cS TO FBCR 2004 1120 M.P.H. C EXPOSURE (IMPORTANCE FACTOR ONE) TYPE V_D C0NSrI'RUC'_1'I0N DESIGN MEErI'S FDCR 2001 INCLUDING 2005 AND 2006 FBCR SUPPLEMENTS FULLY ENCLOSED BUILDING NorI'E: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIEN-F OFI f.18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. WNp�OL•dwg WINDOW TOLERANCE NOTE: 24 5EP0' A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS, FLOODLONE.dwgh,LOOD GONE NOTE: 07'EPOS IN A FLOOD ZONE: ALL ELECTRIC -PLUMBING -A/C -WATER HEATERS WILL BE PLACED ABOVE BFE. RECESSED SHOWERS SHALL BE ABOVE FLOOD ELEVATION. GARAGE DOORS SHALL HAVE VENTS AT THE BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO. ©LRDNoTE.dwg DOLLARD NOTE: 13MAY08 36"H x YO STEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATER. 1_NT1_NorE.dwg LINTEL NOTE: (IF READ) 203EP04 (1) //5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS. (?J - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM 'FOP COURSE OVER SPECIFIED OPENINGS. FLRNorEO.dw9 FLOOR PLAN NOTES: 28SEP07 MASTER REVISIONS WALLS CONTAINING WALL CABINETS SHALL BE FRAMED REV DATE DESCRIPTION BY I APP. Q1, 01OCTO4 INITIAL RELEASE PD I MB Q3 11JAN06 SEE REVISION SHEET PD MB WALLS. USE 20 MIN RATED DOOR & FRAME TO GARAGE. START REVISIONS UNIT AND DUCT WORK IN GARAGE SHALL COMPLY WITH 8309 OF 2004 FBCR, REV DATE DESCRIPTIONF�r-r'l {{rAS {{�� 0-?UEJ APP. 0', 26A0008 ISSUED FOR CONSTf2UCTI0N SEK C 0NF0RN1cS TO FBCR 2004 1120 M.P.H. C EXPOSURE (IMPORTANCE FACTOR ONE) TYPE V_D C0NSrI'RUC'_1'I0N DESIGN MEErI'S FDCR 2001 INCLUDING 2005 AND 2006 FBCR SUPPLEMENTS FULLY ENCLOSED BUILDING NorI'E: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIEN-F OFI f.18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. WNp�OL•dwg WINDOW TOLERANCE NOTE: 24 5EP0' A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS, FLOODLONE.dwgh,LOOD GONE NOTE: 07'EPOS IN A FLOOD ZONE: ALL ELECTRIC -PLUMBING -A/C -WATER HEATERS WILL BE PLACED ABOVE BFE. RECESSED SHOWERS SHALL BE ABOVE FLOOD ELEVATION. GARAGE DOORS SHALL HAVE VENTS AT THE BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO. ©LRDNoTE.dwg DOLLARD NOTE: 13MAY08 36"H x YO STEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATER. 1_NT1_NorE.dwg LINTEL NOTE: (IF READ) 203EP04 (1) //5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS. (?J - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM 'FOP COURSE OVER SPECIFIED OPENINGS. NOrl'E TO BUILDER: ALLOWABLE TOLERANCE SPACING AS FOLLOWS: J -BOLT .......................... t 2" 0, C. DOWNPOURS,,,,,,,,,,,,,,,,,, ± 8 0. C. FLRNorEO.dw9 FLOOR PLAN NOTES: 28SEP07 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT IF)" ON CENTER. 2. AN 8" BOND BEAM IS USED WITH (1) #5 IN TOP COURSE. 3. FUR MECHANICAL INSTALLATION, ALL TAPES, CONNECTORS, AND MASTIC. SHALL BE UL LISTED. 4. ALL INTERIOR & GARAGE GYP CEIL URD IS 1/2" SAG RESISTANT, SCREWED � 12" 0/C. USE 5/8" TYPE X ACROSS FRAMING, SCREWED 6' U C, © GARAGE CEILING UNDER HABITABLE SPACE. USE l" GYP BRD (MIN) ON GARAGE FRAME WALLS. USE 20 MIN RATED DOOR & FRAME TO GARAGE. 5. MECHANICAL UNIT AND DUCT WORK IN GARAGE SHALL COMPLY WITH 8309 OF 2004 FBCR, NOrl'E TO BUILDER: ALLOWABLE TOLERANCE SPACING AS FOLLOWS: J -BOLT .......................... t 2" 0, C. DOWNPOURS,,,,,,,,,,,,,,,,,, ± 8 0. C. M r d HOMES PACE DELUXE CO AKE SMART ENGINEERING SHEET L'UMSDEN RESIDENCE SCALE (UNO): NOT TO SCALL CDS H ORL--00037.1-08 SHEET L 1 DRAWN E3Y PROD. DLV. SCT # (�.S. WALLS: CHECKED BY MATER b PROD. DEV., 0-271904OL-Q2 i� NtEtRCEDES ARCHITECTURAL AND cENGINE�ERING SERVICES {{rAS {{�� 0-?UEJ 6905 North Wickharn Road Suite #401 Melbourne, FL 32940 Phone: (321) 259-6972 STEPHE�N F!KGR P.L. 'E'NSE � 39528 FO ST�TPt AL CERTIFICATION ONLY 0 I 0 d- 40'-0" I UANAUL. SIUL 21'_4" I 18'-8" 0 LO 0 I� NOTE: UNLESS ' NOTED OTHERWISE ON THESE DRAWINGS, (1) TRUSS/LVL TO CMU/CONCRETE CONNECTIONS ARE W/ 101 QT -Y, (1.500 LBS UPLIFT CAPACITY). (2) TRUSS/LVL TO WOOD FRAME WALL CONNECTIONS ARE W/ 201 HTA16 (650 LBS UPLIFT CAPACITY). (3)TRUSS/LVL U TO WOOD BEAMS/LEDGERS/TRUSSES CONNECTIONS (10)-8d x 1.5 ARE W/ 601 (650 LBS UPLIFT CAPACITY). MAD_CONN_SCHEDULE.dwg 170CT05 CONNECTOR REVISION DATE, 07JUL08 ANCHOR/CONNECTOR SCHEDULE NOTE: CONNECTOR ASSEMBLIES ARE INDICTED BY LOAD PATH SYMBOL s *xxxK1: SYP (SOUTHERN YELLOW PINE VALUES) "S" "G" o €AL'T}: INDICATES ALTERNATE COMPONENT�USE MFGR.: "U" = USP, = SIMPSON, = GENERIC N0, [MFGR.� QT -Y, FART NO. ATTACHMENT CONNEC'I'ED ELEMEN'T'S RATED UPLIFTS (IN LBS) 101 U 1_1 HTA16 (10)-10d x 1.5 TRUSS TO BOND BEAM '1500 201 U 1 RT7A (10)-8d x 1.5 TRUSS TO TOP PLATE 650 Q= U 1 SPTH SERIES 48" OC (12)-10d x 1.5 TOP PLATE TO STUD ISSUED FOR CONSTRUCTION t FSEK o a U 1 SPTH SERIES (12)— 10d x 1.5 � SAME STUD TO 48" OC BOTTOM PLATE J—BOLT 1/2"� W/2" WSHR C? BOTTOM PLATE TO BOND 1 OR SCRW ANCH 48" OC -7" EMBED BEAM OR FOUNDATION 301X U 1 RT7A (10)-8d x 1.5 TRUSS TO TOP PLATE 650 U 1 SPTH SERIES (12)-10d x 1.5 TOP PLATE TO STUD (48 OC CW SHTG EDGES U1 SPTH SERIES (12)-10d x 1.5 SAME STUD TO 48 OC BOTTOM PLATE o a a LAO SCREWS 1 2"x4" W/ 2" WSHR rJ BOTTOM PLATE TO 48"OC OR EA FLR TRUSS FLR TRUSS *ONLY REQ'D IF NO SHTG OR TOP PLATE TO STUD SHTG STOPS W/IN 8" OF BOT PLT 0/WISE NAIL .SHTG O 3 OC TO BOTTOM PLATE U _ 1 HTA16 (10)-10d x 1.5 FLR TRUSS TO BOND - UNO BEAM ;— RT7A (10)-8d x 1,5 EA TRUSS TO TOP PLT 302X U €OR 1 HTW20' €(24)-10d x 1.5� €TRUSS LEG TO TOP PLT 1300 U 1 `PTH SERIES (12)-10d x 1.5 TOP PLATE TO STUD 32" OC CD SHTG EDGES U 1 SPTH SERIES (12)-1Od x '1,5 SAME STUD TO o = (32" OC BOTTOM PLATE a _ *LAG SCREWS 1/2"x6" W/ 2" WSHR O BOTTOM PLATE TO 24 OC OR EA FLR TRUSS FLR TRUSS *ONLY REQ'D IF NO SHTG OR _TOP PLATE TO STUD : SHTG STOPS W/IN 16" OF B07 PLT 0/WISE NAIL SHTG @ 3OC TO BOTTOM PLATE it U HTA 16 (10)-10d x 1.5 FLR TRUSS TOBOND (UN0) TRUSS (OR BEAM) TO 2650 U 2 HTW20 (24)-10d x 1,5 EA TOP PLATE AND STUDS *3060* TOO (32)-10d x 1.5 & STUDS THRU FLR TRUSS U 1 HTT22 5/8"0 ALL THREAD (BLK AS REQ'D) DRILL/EPDXY-7 EMBED TO BOND BEAM 2 RT7A (10)-8d x 1.5 EA TRUSS TO TOP PLT 402 U €OR 1 � €HTW20� €(24)-1 Od x 1 .5� TRUSS LEG TO TOP PLT 1X00 U 1 SPTH SERIES 32 ' OC (12)-1Od x 1.5 TOP PLATE TO STUD U 1 * MSTA48 (26)-10d x 1.5 � SAME STUD TO FLR TRUSS 0 32" OC BLK AS REQ'D TO STUD o ¢ _ *ONLY REQU'D IF NO SHTG OR CL STOPS W/IN 16" OF BOT PLT 0/WISE NAIL SHTG O 3" OC U 1 SPTH SERIES (12)-10d x 1,5 SAME STUD TO 32 OC BOTTOM PLATE J -BOLT 1/2"0 W/2" WSHR © BOTTOM PLATE TO BOND 1Y OR SCRW ANCH 24" OC -7" EMBED BEAM OR FOUNDATION TRUSS (OR BEAM) TO 2650 U 2 HTW20 (24)-10d x 1.5 EA �' TOP PLATE & DBL STUD *3060* TOO U 1 NiSTC52 (48)-10d MIN DBL STUDS TO FLR TRUSS BLK AS REQ'D TO DBL STUDS (32)-10d x 1.5 & 5/8% STUDS TO BOND BEAM U 1 HTT22 AB OR WEDGIT-10" EMMBED OR FOUNDATION 0601 U 1 RT7A (10)-8d x 1.5 TRUSS TO BEAM 650 OR LEDGER COPYRIGHT 2008 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. T2NOTES.dwg HANGER TO MASONRY/CONCRETE I2JUN06 CONNECTION NOTE: TO ANCHOR HANGER TO MASONRY/CONCRETE: FILL ALL HOLES W/'"!b X 24" TAPCON SCREWS FRAMER NOTE: FOR, GIRDERS BEARING ON FRAMED WALLS, MINIMUM STUDS (SPI; CR2) UNDER BEARING SHALL BE GIRDER PLYS PLUS 1 UNO. SHIFT STUDS AS REQUIRED TO ACCOMMODATE CONN. 0 MIN, N0. 2 / SPF STUDS Q_: 10d NAILS/ AS SHOWN FLOOR TRUSS NOTE: 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 ck x INDICATES THE ENI1RE INDICATES A SPECIFIC INDICATES ALL INCLUDED WALL TO THE CORNERS. TRUSS TO TOP PLATE/ TRUSS TO TOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. TRUSS LAYOUT & REACTIONS HAVE BEEN MASTS' 0' REVISIONS COOPERATION WITH: ROOF TRUSS LAYOUT "GB" REV DATE DESCRIPTION BY APP. Q1 OIQCT04 INITIAL RELEASE PD MB Q3 11 JANOG SEE REVISION SHEET PD MB ARCHITECTURAL START REVISIONS ----- -_� SERVICES REV!, DATE DESCRIPTION BY APP. 0 26AUG08 ISSUED FOR CONSTRUCTION TT FSEK T2NOTES.dwg HANGER TO MASONRY/CONCRETE I2JUN06 CONNECTION NOTE: TO ANCHOR HANGER TO MASONRY/CONCRETE: FILL ALL HOLES W/'"!b X 24" TAPCON SCREWS FRAMER NOTE: FOR, GIRDERS BEARING ON FRAMED WALLS, MINIMUM STUDS (SPI; CR2) UNDER BEARING SHALL BE GIRDER PLYS PLUS 1 UNO. SHIFT STUDS AS REQUIRED TO ACCOMMODATE CONN. 0 MIN, N0. 2 / SPF STUDS Q_: 10d NAILS/ AS SHOWN FLOOR TRUSS NOTE: 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 ck x INDICATES THE ENI1RE INDICATES A SPECIFIC INDICATES ALL INCLUDED WALL TO THE CORNERS. TRUSS TO TOP PLATE/ TRUSS TO TOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. TRUSS LAYOUT & REACTIONS HAVE BEEN REVIEWED IN COOPERATION WITH: ROOF TRUSS LAYOUT "GB" SPACE COAST TRUSS, INC. RESIDENCE 1410 WIIITE DR. 111 USVILLE, FLORIDA 3X30 M1 PFIONE: (321) 633-7511 LS`I'. 1969 FAX: (321) 633-7544 'THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM. IT IS 'ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS. " Merc,(.,.,dqUz!) HOMES PACE DELUXE COLAKE SMART ROOF TRUSS LAYOUT "GB" L1UMSDEN RESIDENCE SCALE (UNO):CDS 1/4)) = V-0" H ORL-0003"71-08 SHEET: n, 12 DRAWN UY PROD. DEV, SCT # Q.S. WALLS: CHECKED E3'! MASTER /j PROD. DEV. QS_2 7190413L_Q2 MERCEDES DES ARCHITECTURAL AND ENGINEERING ----- -_� SERVICES 6905 North Wickham Road #FL032940 STEPHE E. KASTNEI P.E. LI N,E #PEO 28 Melbournte, Phone: (321) 259-6972 F�FILJCFURA e RTIFICA[ION ONLY CT " I C: dt 4n'—n„ »ocros EREVISION CONNECTOR DATE: 07JUL08 ANCHOR/CONNECTOR SCHEDULE NOTE: CONNECTOR ASSEMBLIES ARE INDICTED BY LOAD PATH SYMBOL � I � *xxxx": SYP (SOUTHERN YELLOW PINE VALUES) v Z €ALTS: INDICATES ALTERNATE COMPONENT/USE MFGR: "U" = USP, "S" = SIMPSON, "G" = GENERIC LL N0. MFGTR(LI Q1 PART :NO. ATTACHMENT CONNECTED ELEMENT'S RATED UPLIFT IN LBS) 101 U 1 HTA1 6 (10)-1 Od x 1 ,5 TRUSS TO BOND BEAM 1500 201 U 1 RT7A (10)-8d x 1.5 TRUSS TO TOP PLATE 050 o z U 1 SPTH8 SERIES (12)-10d x 1.5 TOP PLATE TO STUD J a U 1SPTH SERIES (12)-10d x 1.5 SAME STUD TO _ 48OC BOTTOM PLATE J—BOLT 1/2"0 W/2" WSHR O BOTTOM PLATE TO BOND 1 OR SCRW ANCN 48 OC -7" EMBED BEAM OR FOUNDATION 2 RT7A (10—)8d x 1,5 EA TRUSS TO TOP PLT 202 t�. U €OR 1y €HTW20 €(24)-10d x 1,5 TRUSS LEG TO TOP PLT 1300 o U 1 :SPTH SERIES 2' 32" 'OC (12)-10d x 1.5 TOP PLATE TO STUD J U l SPTH SERIES (12)-1Od x 1.5 SAME STUD TO 32 QC BOTTOM PLATE J—BOLT 1/2"0 W/2" WSHR O BOTTOM PLATE TO BOND 1 OR SCRW ANCN 24" OC -7" EMBED BEAM OR FOUNDATION 601 U 1 RT7A (10)-8d x 1.5 TRUSS TO BEAM 650 OR LEDGER TRUSS TO BEAM 602 U 2 RT7A (10)-8d x 1.5 EA 1.300 OR LEDGER 606 U 2 HTW 16 (16)-10d x 1.5 EA TRUSS TO BEAM 2180OR LEDGER *2520* AT 24" O.C. W/2" WASHER 802 G 1 1/2"0 A -BOLTS J—BOLTS OR ALL THREAD TRUSS TO BOND BEAM SHEAR CONN DRILL/ EPDXY 6" EMBED AT 16" O.C, W/2" WASHER 803 G 1 1/2"0 A=BOLTS J—BOLTS OR ALL THREAD TRUSS TO BOND BEAM SHEAR CONN DRILL EPDXY 6" EMBED MAD_C0NN_3CHEDULE2. dwg TRUSS AND BEAM ANCHOR SCHEDULE 16FlUG05 NO. MFGR. QTY. PART N0. GIRDER/HEADER FASTENERS TRUSS/JOIST FASTENERSI RATE 1) CAPACITY I (IN LBS) _ 6650—FLOOR NL U 1 THD41211FL 48 —16d ( ) (20)-10d 0050—ROOF 3775—UPLIFT 6650—FLOOR NR U 1 THD41211FR (48)-16d (20)-1Od 6650—ROOF 3775 -UPLIFT COPYRIGHT 2008 All drowings, specifications and copies thereof are instruments of service and remain the property of Mercedes Hornes Inc. The reproduction or unauthorized use I,ofthese documents or any other project without written permission from Mercedes Hornes Inc. is strictly prohibited. Phis design is protected by federal copyright laws. MASTER REVISIONS REV DATEDESCRIPTION BY APP. Q1 01OCTO4 INITIAL RELEASE PD MB Q3 11JAN05 SEE REVISION SHEET PD MB START REVISIONS REV I DATE DESCRIPTION BYAPP. 0 26A0008 ISSUED FOR CONSTRUCTION I TT I5EK T2NOTES.dwgHANGER TO MASONRY/CONCRETE I2duNos CONNECTION NOTE: TO ANCHOR HANGER TO MASONRY/CONCRETE: FILL ALL HOLES W/'"0 X 24" TAPCON SCREWS I�'RANIER NO'1'L: FOR GIRDERS BEARING ON FRAMED WALLS, MINIMUM STUDS (SPF GR2) UNDER BEARING SHALL BE GIRDER PLYS PLUS 1 UNO. SHIFT STUDS AS REQUIRED TO ACCOMMODATE CONN. 0 9MIN. NO. 2 SPF STUDS N 10d NAILS/ AS SHOWN a_ FLOOR TRUSS NOTE: 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 INDICATES THE ENTIRE INDICATES A SPECIFIC INDICATE5 ALL INCLUDED WALL TO THE CORNERS, (BUSS TO TOP PLATE/ TRUSS 1`0 fOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. TRUSS LAYOUT & REACTIONS HAVE BEEN REVIEWED IN COOPERATION WITH: SPACE COAST 'TRUSS, INC. 1410 WHITE DR. TITUSVILLE, FLORIDA 32780 ~ `;l PHONE: (321) 633-7511 EST. 1989"- FAX: (321) 633-7544 THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE Tl SHEET AS A MINIMUM, IT IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS. NOTE: UNLESS NOTED OTHERWISE ON THESE DRAWINGS, (1) TRUSS/LVL TO CMU/CONCRETE CONNECTIONS .ARE W/ 101 (— H CAPACITY). r a (1 X00 LBS UPLIFT CAF'AGI I Y). C (2) TRUSS'/LVI, TO WOOD FRAME WALL CONNECTIONS ARE W/ 201 _ 0 M E S (6 50 LBS UPLIFT CAPACITY) PEACE DELUXE @LAKE SMART (3) TRUSS/LVL TO WOOD BEAMS/LEDGERS/TRUSSES CONNECTIONS FLOOR TRUSS LAYOUT "GB" ARE W/ 601 (650 LBS UPLIFT CAPACITY). LUMSDEN RESIDENCE SCALE (UN0): GDS H ,SHEET: 1/4" = 1'-0" ORL-00037.1-0£3 `.1C DRAWNBY SCT N 21 A - PROD. DEV. Q • S. WALLS: CHECKED BY MA5TER / PROD. DEV. QS-271.904DL_Q2 MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 6905 North Wickham Road STEPHE�N E!ICASI'NP' P.E. Suite #401 LI 'CNSE P 39526 Melbourne, FL 32940 Phone: (32 1) 259-6972 F STRUCT At -`CER k FICA f ION ONLY 8d GUN NAILS- 8d GUN NAILS 8d CUN NAILS 8d GUN NAILS Ar 4" O/C AT 4" O/C AT 4" 0/C AT 6" 0/C 8d GUN NAILS AT 6" 0/C. (UNO) PLACE MAXIMUM 2x4 BLOCK BETWEEN THEREAFTER TRUSS AND STRAP. BEND PER DETAIL 2x4 GABLEG R-19 MIN INSULATION Ir MAX ' _ X-BRACIN AT 6 0/0 COMMON— TRUSS-TYP, TRUSS ANCHOR - SEE AN SCHEDULE REPAIR: PRE -ENG TRUSS © 24" 0/C GABLE END TRUSS _ TO WALL W/ (7) 3/16"x2" TAPCONS & TO 1/4"Ox2-3/4" SCREWS L -BRACE WEBS OVER 6 -O" HIGH(3) GYPSUM CEILING BOARD 4OVERLAPS. 10d (3) 2x12 STRINGERS ANCH TO HDR _ GUN NAILS USP LSTA18 #5 CORNER BARS WITH 25" TYPICAL TYPICAL 48" 0/C FILL WITH .3000 psi PUMPMIX. PERFORATED ALUM. 10d GUN NAILS RETURN 0 TOP 1/`L" GYPSUM AT 12" 0/C PRECAST LINTEL OVER ALL z CEILING BOARD 10d GUN NAILS OPENINGS WITH (1) #5 IN EACH SEE TYPICAL WALL AT 12" 0/C .z 1201E GABLE END DETAIL SEAL ALL.OPENINGS AND CRACKS 217 SCALE: NTS 24" OR MORE THAN 25" 8d GUN NAILS 8d GUN NAILS- 8d GUN NAILS 8d GUN NAILS AT 4" O/C AT 4" 0/C AT 4" 0/C AT 6" c/o THEREAFTER -2x4 CABLE X-BRACINGi COMMON - 2" MAX AT 6 0/C TRUSS-TYP. GABLE END TRU5S L -BRACE WEBS OVER 6'-0" HIGH (3) 1Od GUN NAILS 2x4 FLAT BLOCK TYPICAL AT 48" 0/C ANCH _ W/ (2) 1 O GUN -� NAILS PER CONN. I 2x4 NAILER- ATTACH 1/'2" GYPSUM W/ (2) 10d GUN NAILS CEILING BOARD A I 1 1/2" SHEATHING W/ 8d GUN NAILS AT 4" 0/C I USP HTA16 SPACED 24" 0/C (STAGGERED) PLACE ONE INSIDE AT 48" O/C AND ONE OUTSIDE AT 48" 0/C - SEE GABLE END ArrACHMENT DETAIL DETAIL SCALE: NTS 1201 GABLE END DETAIL zlnPeos SCALE: HIS FIBERGLASS SHINGLES (6 NAILS EACH) OVER 15# CONDITION #2: FELT ON 7/16" OSB OR 1/2" CDX. ANCHOR W/ EDGE OF TRUSS. 8d GUN NAILS AT 6" 0/C. (UNO) PLACE MAXIMUM 2x4 BLOCK BETWEEN TRUSS AND STRAP. BEND PER DETAIL I FOR lx6 MIN=. R-19 MIN INSULATION CONDITION #3: STRAP IS MORE THAN 1-1/2" AWAY FROM OVER CONDITIONED SPACE TRUSS ANCHOR - SEE AN SCHEDULE REPAIR: PRE -ENG TRUSS © 24" 0/C • TO WALL W/ (7) 3/16"x2" TAPCONS & TO 1/4"Ox2-3/4" SCREWS ALUMINUM DRIP EDGE-\" GYPSUM CEILING BOARD 4OVERLAPS. ALUMINUM FASCIA OVER -EL (3) 2x12 STRINGERS ANCH TO HDR COURSE WITH (1) #5 CONTINUOUS 2x NAILER AND 10 PLTEEA STU1D #5 CORNER BARS WITH 25" TYPICAL (2) 2x8 FOR OPENINGS TO 5'-4"; ANCH. (2) 07Ad . W/ (2 FILL WITH .3000 psi PUMPMIX. PERFORATED ALUM. STAIR SURFACE W/ 1/2" GYPBOARD RETURN 0 TOP OR VINYL SOFFIT\_8" TO NAILS PRECAST LINTEL OVER ALL z z NOTE: OPENINGS WITH (1) #5 IN EACH 2x4 PLATE. ANCH TO (2) RISERS + (1) TREAD .z FLR W/ (2) CUT NAILS SHALL NOT BE LESS THAN SEAL ALL.OPENINGS AND CRACKS 1x4 PT BUCKS MIN ANCH TO 24" OR MORE THAN 25" w' CMU W/ 1 3/8" T -NAILS OR 6d FULL STUD ''i' CASE HRD GUN NAILS AT G" 0/C TYPICAL FOOTER - SEE FOUNDATION- PLAN FOR SIZE AND REINFORCEMENT W PRECAST SILL V', OR 2x6 PT BUCKS MIN ANCH W/ 1/2"x4" (MIN) LAG 1' 3/16%x3" TAPCONS 0 12" 0/C W/ NAILS PER CONN. V) 1-1/4" MINUMUM EMBED. oI II TYPICAL 3/4" PT FURRING STRIPS (TYP) w �W /69--o-2 W/ R4 (MIN) INSULATION a SEE TRUSS ENGINEERING FOR TRUSS ANCHOR —SEE MEQ SCHEDULE I I 1/2" DRYWALL (TYPICAL) (1) #5 DOWEL 12" MINIMUM EMBEDMENT AND 25" LAP -TYP TEXTURED CEMENTII UNO (SEE PLAN) BASE BOARD CLEANOUT OPENING FOR EACH II GROUTED CELL (YPMAX USP SPTH PER CONN. SCFIED). TYPICAL FOOTER — SEE FOUNDATION I J\_3 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE AND REINFORCEMENT SERIES (TYP) REINFORCED WITH FIBERMESH ON II U 6mil M.B. OVER WELL COMP, SOIL II HTA16 SPACED 24" C0NCREFE F'c = 2500 psi 0101 TYPICAL U — WALL_ SECTION zzJ" oe SCALE: NTS -rh- 1/2"h LAG SCREW W/ 2" STUDS AT WASHER 0 24" O/C OR PLYWOOD SHEATHING FO SHEARWALL 16" O.C. 0 EA. FLOOR TRUSS. ONLY & ALSO ACTS AS STRAP FOR LOAD PATH READ IF SHEATHING CONTINUITY. STOPS Q Borr PLr -� RIBBON BOTTOM PER CONN SCFI II II BOARD PLATE TI_ JL ---Irr I•.I ,USP HTA16 FLOOR O OPTIONAL EMBED. ANCH. TRUSS I' ! RIBBON ALSO SERVES — — — �•� -BOARD AS SHEARWALL END HOLDOWN 12" HOOK INTO TIE BEAM 1111 2ND FLOOR SHEARWALL FRAMING DETAIL OIFEUUs 4 SCALE; NTS 8d GUN NAILS- 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS AT 4" 0/C AT 4" 0/C AT 4" 0/C AT 6" 0/C THEREAFTER 2x4 GABLE X -BRACING,_ COMMON I2" L ........................... MAX AT 6. 0/C TRUSS-TYP. GABLE END TRUSS— L -BRACE WEBS • OVER 6'-0" HIGH (3) l od GUN NAILS 15/32" CDX OR TYPICAL 7/16" OSB, ANCH W/ 8d GUN NAILS YPSUM @ 4" O/C. j SOFFITBOARD _ l,j BEAM & COLM (1) USP RT7A @ EA BEYOND UNO TRUSS UNO 1221 ENTRY PORCH GABLE END 21APRD6 SCALE: NTS PRE 1{ (1) USP RT7A TYP - UNO ENG TRUSS— G SEE ELEV (2) USP HTA16J (2) 1x12 SYP HDR WITH 1/2" FLITCH PLATE UNO ON PLAN USP NFM 35xl2U ONO 1/2" GYP SOFFIT BIRD SCRWD I SEE TYP WALL 6' 0/C TO TRUSSES, NO BLKNG OETWN TRUSSES READ. (USE WATERPROOF PAINT) I I II 11—CMU COLUMN -SEE FLOORPLAN FOR SIZE AND REINFORCEMENT II I 11 #5 VERT IN GROUTED CELL I II L. SEE FOUNDATION PLAN FOR DIMENSIONS AND REINFORCEMENT 0314 PORCH DETAIL sFEeo6 SCALE: NTS A (1) #5 CONT. CENTERED 16" P.T. 2x8 FOR TORSION SPRING (AS REQUIRED) SEE ELEV. -- --- — — --- — _ — _ _ —0----- --- --- --- — — -- --- `I- --- — —--------------------` ---I I - ------------ I I (1) #5 CONT. (�I I I 1/2" SCREW ANCHOR \�Pl­ o x16' ANCH W1 I I I w 3 1/2"" EMBEDMENT 1/4""N x 2-3/4" +I TAPCONS © 24" 0/C rl I I W 1/2" 0 SCREW ANCHOR 3 1/2" EMBEDMENT I (REQUIRED ONLY FOR WINDLOAD POST) I I P. r. 2xbx8' "TYP, EACH END 1/2" d x 5" SCREW I I ANCHOR (TYPICAL) I (1) #5 CONT,- -H I I A II 1� FIR OUT WALL wI I N FOR DRYWALL V NU FE' N II II II ATTACHMENT. A 1/2" DIA x 6" LG. II 1I II(1) #5 CONT, MIN. WEDGE ANCHOR OR . _ ql II J -BOLT MAY BE USED IN II II +I LIEU OF SCREW ANCH. +j II II - (------------------------------------------------III- - - FOOTING AS PER FOUNDATION PLAN e #5 DOWEL WITH 25" OVERLAP t'';13gGARAGE COAL POS'F \ I IJUNUB j SCALE: NTS r CONDITION #1: REPAIR: STRAP IS 0" TO 3/8" AWAY FROM EDGE OF TRUSS. NO REPAIR NECESSARY. CONDITION #2: STRAP IS 3/8"" TO 1-1/2" AWAY FROM TRUSS STUDDED 24" 0/C FROM EDGE OF TRUSS. REPAIR: PLACE MAXIMUM 2x4 BLOCK BETWEEN <r� TRUSS AND STRAP. BEND PER DETAIL I FOR lx6 MIN=. AND NAIL 7-10d. CONDITION #3: STRAP IS MORE THAN 1-1/2" AWAY FROM FLOOR TRUSS OR EDGE OF TRUSS. REPAIR: PER DETAIL SHOWN W/ USP RT16 ANCH • TO WALL W/ (7) 3/16"x2" TAPCONS & TO 1/4"Ox2-3/4" SCREWS TRUSS PER MFGR SPECS. "MAY USE 16" USE 3/16"4 x 3" TAPCONS TWST STRAP & (4) 1/4"x2" TAPCONS. STANDARD REPAIRS FOR STRAP MISALIGNMENT APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND MAY BE USED ON EITHER SIDE OF WALL, STRAPRPR.DWG 15NOVO7 SCALE: NTS 2ND. FIN. FLR. 3/4" PLYWOOD NOTE; (�OF GABLE TRUSS RISERS AT 7 3/4" MAX & LINTEL COURSE WITH (1) #5 CONTINUOUS TRUSS STUDDED 24" 0/C FROM TREADS AT 9" MIN ,W/ 1" AND #5 CORNER BARS WITH 25" TYPICAL NOSING UNO <r� WITH CLUE AND 8d RING SHANK I FOR lx6 MIN=. OVERLAPS. FILL WITH 3000 psi PUMPMIX. EA END OF HDR BUCKS USE 6d CASE FLOOR TRUSS OR 8" U -SHAPED PRECAST LINTEL OVER ALL z OPENINGS WITH (1) #5 IN EACH 2 x�P� X05 3, 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 • V) 1/4"Ox2-3/4" SCREWS FIBERGLASS SHINGLES (6 NAILS EACH) OVER 15# USE 3/16"4 x 3" TAPCONS 3/4" P,T. FURRING STRIPS (TYPICAL) Vil WITH R4 (MINIMUM) INSULATION OVERCE , (3) 2x12 STRINGERS ANCH TO HDR AT 12" 0/C WITH I I AND 10 PLTEEA STU1D 1-1/4" MIN EMBED. I I (2) 2x8 FOR OPENINGS TO 5'-4"; ANCH. (2) 07Ad . W/ (2 MIN. 1 1/2" WALL PROTECT UNDER STAIR SURFACE W/ 1/2" GYPBOARD RETURN 0 TOP 24" TYPICAL TO NAILS _ & BOTTOM OF z NOTE: STAIRS 2x4 PLATE. ANCH TO (2) RISERS + (1) TREAD WALL USE 9'-0" ETC. II FLR W/ (2) CUT NAILS SHALL NOT BE LESS THAN 1ST FIN. FLR, OR 1/4"0 x 3" TAPCOi�5 24" OR MORE THAN 25" 1403 STAIR DETAIL FULL STUD z2MNi06' SCALE. NT; TYPICAL FOOTER - SEE FOUNDATION- PLAN FOR SIZE AND REINFORCEMENT CABLE END NOTE: GABLE END TRUSS (�OF GABLE TRUSS (2) 2x8 FOR OPENINGS TO 5'-4"; �2) 2x10 FOR OPENINGS TO 6'-6"; 2) 2x12 FOR OPENINGS >6'-6" SEE ELEV UNO ON PLAN LINTEL COURSE WITH (1) #5 CONTINUOUS TRUSS STUDDED 24" 0/C FROM - 1/2" DRYWALL (TYPICAL) N AND #5 CORNER BARS WITH 25" TYPICAL P.C. LINTEL — r I CENTER LINE TYPICAL WITH CLUE AND 8d RING SHANK I FOR lx6 MIN=. OVERLAPS. FILL WITH 3000 psi PUMPMIX. EA END OF HDR BUCKS USE 6d CASE FLOOR TRUSS OR 8" U -SHAPED PRECAST LINTEL OVER ALL z OPENINGS WITH (1) #5 IN EACH 2 HRD GUN NAILS 0 6" 0/C. 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 • FOR 2x6MIN BUCKS IL 1/4"Ox2-3/4" SCREWS FIBERGLASS SHINGLES (6 NAILS EACH) OVER 15# USE 3/16"4 x 3" TAPCONS 3/4" P,T. FURRING STRIPS (TYPICAL) Vil WITH R4 (MINIMUM) INSULATION OVERCE , BEARING TWO STORY FRAME WALL AT 12" 0/C WITH I I I 1-1/4" MIN EMBED. I I (2) 2x8 FOR OPENINGS TO 5'-4"; 2x4 FLAT BLOCK FELT ON 7/16" OSB OR 1/2" CDX. ANCHOR W/ �t 24" TYPICAL #5 VERT. STEEL WITH 12" 24" TYPICAL TO NAILS 24" TYPICALCL z AT 48" 0/C ANCH. 8d GUN NAILS AT 6" O/C. (UNO) 81 WALL USE 9'-0" ETC. II a CELL FILLED SOLID GROUTED CELL -- W/ (2) lad GUN FULL STUD I II o TYPICAL FOOTER - SEE FOUNDATION- PLAN FOR SIZE AND REINFORCEMENT CLEAN OUT 1/2"x4" (MIN) LAG II ACCESS HOLE NAILS PER CONN. 2 ANCHOR Nm z oI II TYPICAL __. ---- _--- C —41 �W /69--o-2 DOOR/SLIDER BUCK AND REBAR DETAIL_ SEE TRUSS ENGINEERING FOR TRUSS ANCHOR —SEE MEQ SCHEDULE HT BLKNG BTWN STUDS OVER 10' v REQ'D IF SHEATHING T—BRACING REFER TO GABLE UNO (SEE PLAN) STOPS 0 BOTT PLATE END T—BRACING DETAIL (YPMAX USP SPTH PER CONN. SCFIED). SEE CONN SCHED \ TT PROVIDED WITH TRUSS ENG, SERIES (TYP) II II U II UUSP II HTA16 SPACED 24" ALUMINUM DRIP EDGE-\ U — L L PT 20 CONT, L SEE FOUNDATION PLAN 0/C (STAGGERED) - FOR WALLS RESISTING` UPLIFT, USE 1/2"0 x 10"___z48 MINIMUM J -BOLT OR WEDGE ANCHOR WITH 2"2 MAX. b NOTE: IF WALL IS NON BEARING, THEN WASHER SPACED PER CONN SCHED; OTHERWISE USE SHOT NAILS OR CUT NAILS AT 24" O.C. UPLIFT CLIPS, STRAPS, OR BOT, PLT ANCHOR BOLTS A11 RE NOT REQUIRED. 0301 BEARING FRAME BLOCK WALL DETAIL za+vaaa SCALE: NTS PLACE ONE INSIDE / 48"' 0/C AND ONE ALUMINUM FASCIA OVER-/ 2x NAILER OUTSIDE AT 48" 0/CC PERFORATED ALUM. OR VINYL SOFFIT PAINT/SEALANr ON 'TEXTURED CEMENT 1225 GABLE END ATTACHMENT AYER OF nN APPRovE� zlnaaos SCALE; NTS WATER RESISTANT BARRIER OVER AN APPROVED HOUSE WRAP PER FBG R703.6.3 USE 8d GUN NAILS (2" x .1 13" O MIN.) SPACED 6" 0/C. PLACE NAILS 3/8" MIN, FROM EDGES & 2" MIN FROM CORNERS. PROVIDES 200 plf OF SHEAR STRENGTH, 1101 7/16" OSB SHEAR SPECIFICATIONS 21APR SCALE: NTS 31 M4YOB SCALE: NTS 7/18" OSB OR 15/32 CDX ANCH W/ 8d GUN NAILS Q 6" 0/C ONO. EXTEND OSB OVER FLOOR TRUSS- --bR USE 1/2" DIA LAC SCREW— EA. FLOOR TRUSS (OR 24" 0/C) AT 2 1/4" FROM OUTSIDE EDGE (PER CONNECTOR SCHEDULE) \YF (2) 1 Od NAILS AT EACH 'TRUSS — —R-19 (MIN) INSULATION OVER AIR CONDITIONED SPACE PRE—ENGINEERED TRUSS AT 24" O/C, 1/2" GYPSUM CEILING BOARD DOUBLE 2x',TOP PLATE HEADER PER OPENING SIZE WINDOW PER PLAN z O C SEAL ALL OPENINGS AND CRACKS MARBLE SILL 41 V., 1/2" DRYWALL (TYPICAL) I w 2x4 STUDS AT 16" o/c. R-11 INSULATION 3/4" T & G DECKING ANCHORED WITH GLUE AND Bd RING SHANK GUN NAILS AT 6" U.C. o-- TRUSS ANCHOR- SEE CONNECTOR- FLOUR TRUSS OR FLOUR SCHEDULE JOIST (PER PLAN) 1/2" GYP CEIL URD UNO 8" BOND BEAM #5 CONT. (2) 2x8 FOR OPENINGS TO 5'-4"; �2) 2x10 FOR OPENINGS TO 6'-6"; 2) 2x12 FOR OPENINGS >6'-6" SEE ELEV UNO ON PLAN LINTEL COURSE WITH (1) #5 CONTINUOUS w - 1/2" DRYWALL (TYPICAL) N AND #5 CORNER BARS WITH 25" TYPICAL P.C. LINTEL — r I -3/4" T & G DECKING ANCHORED WITH CLUE AND 8d RING SHANK I FOR lx6 MIN=. OVERLAPS. FILL WITH 3000 psi PUMPMIX. EA END OF HDR BUCKS USE 6d CASE FLOOR TRUSS OR 8" U -SHAPED PRECAST LINTEL OVER ALL z OPENINGS WITH (1) #5 IN EACH 2 HRD GUN NAILS 0 6" 0/C. 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 • FOR 2x6MIN BUCKS IL 1/4"Ox2-3/4" SCREWS 0" rAPCON5 0 12" 0/C W/ 1-1/4" MINUMUM EMBED. USE 3/16"4 x 3" TAPCONS 3/4" P,T. FURRING STRIPS (TYPICAL) Vil WITH R4 (MINIMUM) INSULATION OVERCE , BEARING TWO STORY FRAME WALL AT 12" 0/C WITH I SCALE: NTS I 1-1/4" MIN EMBED. I I (2) 2x8 FOR OPENINGS TO 5'-4"; EA END OF HDR I I EA, DOWNPOUR TO HAVE �t (2) 2x12 FOR OPENINGS >6'-6"; #5 VERT. STEEL WITH 12" EMBEDMENT AND 25" LAP -1YP TO NAILS HOOK. FOR 8'-0" WALL II z TEXTURED CEMENT USE 7'-8", FOR 9'-4" IT ZE 81 WALL USE 9'-0" ETC. II a CELL FILLED SOLID GROUTED CELL -- I � FULL STUD I II o TYPICAL FOOTER - SEE FOUNDATION- PLAN FOR SIZE AND REINFORCEMENT CLEAN OUT 1/2"x4" (MIN) LAG II ACCESS HOLE .—SHEATHING ACTS - Nm z oI II TYPICAL __. ---- _--- C —41 �W /69--o-2 DOOR/SLIDER BUCK AND REBAR DETAIL_ 31 M4YOB SCALE: NTS 7/18" OSB OR 15/32 CDX ANCH W/ 8d GUN NAILS Q 6" 0/C ONO. EXTEND OSB OVER FLOOR TRUSS- --bR USE 1/2" DIA LAC SCREW— EA. FLOOR TRUSS (OR 24" 0/C) AT 2 1/4" FROM OUTSIDE EDGE (PER CONNECTOR SCHEDULE) \YF (2) 1 Od NAILS AT EACH 'TRUSS — —R-19 (MIN) INSULATION OVER AIR CONDITIONED SPACE PRE—ENGINEERED TRUSS AT 24" O/C, 1/2" GYPSUM CEILING BOARD DOUBLE 2x',TOP PLATE HEADER PER OPENING SIZE WINDOW PER PLAN z O C SEAL ALL OPENINGS AND CRACKS MARBLE SILL 41 V., 1/2" DRYWALL (TYPICAL) I w 2x4 STUDS AT 16" o/c. R-11 INSULATION 3/4" T & G DECKING ANCHORED WITH GLUE AND Bd RING SHANK GUN NAILS AT 6" U.C. o-- TRUSS ANCHOR- SEE CONNECTOR- FLOUR TRUSS OR FLOUR SCHEDULE JOIST (PER PLAN) 1/2" GYP CEIL URD UNO z i (2) 2x8 FOR OPENINGS TO 5'-4"; �2) 2x10 FOR OPENINGS TO 6'-6"; 2) 2x12 FOR OPENINGS >6'-6" SEE ELEV UNO ON PLAN LINTEL COURSE WITH (1) #5 CONTINUOUS w - 1/2" DRYWALL (TYPICAL) N AND #5 CORNER BARS WITH 25" TYPICAL -2x4 STUDS AT 16" U.C. -3/4" T & G DECKING ANCHORED WITH CLUE AND 8d RING SHANK GUN NAILS AT 6" o. c. OVERLAPS. FILL WITH 3000 psi PUMPMIX. EA END OF HDR - FLOOR TRUSS OR 8" U -SHAPED PRECAST LINTEL OVER ALL z OPENINGS WITH (1) #5 IN EACH 2 FLOOR JOIST 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 • rt SEAL ALL OPENINGS AND CRACKS w w Lj -PRECAST SILL BY PRECAST MANUFACTURER Vt 1 1/4"Ox2-3/4" SCREWS 0" rAPCON5 0 12" 0/C W/ 1-1/4" MINUMUM EMBED. CONCRETE F'o = 2500 psi 3/4" P,T. FURRING STRIPS (TYPICAL) Vil WITH R4 (MINIMUM) INSULATION OVERCE , BEARING TWO STORY FRAME WALL ? (2) USP MSrA24 W/ 18-10d x 1.5 (1) FRONT & (1) BACK SCALE: NTS I 1/2" DRYWALL (TYPICAL) (2) 2x8 FOR OPENINGS TO 5'-4"; EA END OF HDR (1) #5 DOWEL 12" MINIMUM �t (2) 2x12 FOR OPENINGS >6'-6"; BLOCKING ABOVE HEADER IS ACCEPTABLE) EMBEDMENT AND 25" LAP -1YP TO NAILS JACK STUDUSE (2) JACKS FOR HORS OVER 5-4"' LONG SHEATHING ACTS AS STRAP TEXTURED CEMENT II BASE BOARD (TYPICAL) 81 CLEANOUT OPENING FOR EACH II GROUTED CELL -- I � FULL STUD TYPICAL FOOTER - SEE FOUNDATION- PLAN FOR SIZE AND REINFORCEMENT • 3 1/2" MINIMUM CONCRETE SLAB L -,- REINFORCED WITH FIBERMESH ON 1/2"x4" (MIN) LAG 6 mil M.B. OVER WELL COMP. SOIL .—SHEATHING ACTS CONCRETE F'c = 2500 psi oI II TYPICAL WALL SECTION SCREW W/ 2" WASH o7e� SCALE: Nrs z i (2) 2x8 FOR OPENINGS TO 5'-4"; �2) 2x10 FOR OPENINGS TO 6'-6"; 2) 2x12 FOR OPENINGS >6'-6" SEE ELEV UNO ON PLAN USP SPTH SEE CONN (TYP) SCHEDULE w - 1/2" DRYWALL (TYPICAL) N Vr w -2x4 STUDS AT 16" U.C. -3/4" T & G DECKING ANCHORED WITH CLUE AND 8d RING SHANK GUN NAILS AT 6" o. c. gig EA END OF HDR - FLOOR TRUSS OR TYPICAL FOOTER- SEE FOUNDATION3 FLOOR JOIST PLAN FOR SIZE & REINFORCEMENT (PER PLAN) DESCRIPTION 1/4"Ox2-3/4" SCREWS TAPCON F— © 24" 0/C UNO= CONCRETE F'o = 2500 psi 0133 INTERNAL BEARING TWO STORY FRAME WALL ? (2) USP MSrA24 W/ 18-10d x 1.5 (1) FRONT & (1) BACK SCALE: NTS FACE NAIL FULL STUD (2) 2x8 FOR OPENINGS TO 5'-4"; EA END OF HDR (2) 2x10 FOR OPENINGS TO 6'-6"; �t (2) 2x12 FOR OPENINGS >6'-6"; BLOCKING ABOVE HEADER IS ACCEPTABLE) FACE NAIL FULL STUD JACK WITH 10d GUN AT 12" O.C. STAGGERED TO NAILS JACK STUDUSE (2) JACKS FOR HORS OVER 5-4"' LONG SHEATHING ACTS AS STRAP PT 2x STAGGERED MIN 3/4" 81 5'-4" LONG FROM EDGE FULL S'rUD N w FULL STUD 2x FRAMING SPF 1/2"x4" (MIN) LAG .—SHEATHING ACTS HEIGHT BLKNG 0 ATMID USE2 2x61& M OC SCREW W/ 2" WASH FOR WALLS OVER 10' AFF AT 24" O.C. (ONLY HT BLKNG BTWN STUDS OVER 10' v REQ'D IF SHEATHING UNO (SEE PLAN) STOPS 0 BOTT PLATE (YPMAX USP SPTH PER CONN. SCFIED). SEE CONN SCHED \ SERIES (TYP) L L L PT 20 CONT, L SEE FOUNDATION PLAN FOR WALLS RESISTING` UPLIFT, USE 1/2"0 x 10"___z48 MINIMUM J -BOLT OR WEDGE ANCHOR WITH 2"2 MAX. b NOTE: IF WALL IS NON BEARING, THEN WASHER SPACED PER CONN SCHED; OTHERWISE USE SHOT NAILS OR CUT NAILS AT 24" O.C. UPLIFT CLIPS, STRAPS, OR BOT, PLT ANCHOR BOLTS A11 RE NOT REQUIRED. 0301 BEARING FRAME BLOCK WALL DETAIL za+vaaa SCALE: NTS ANCHOR PER CONN. SCHED. ANCHOR PER CONN. SCHED.- (2) 10d NAILS AT EACH TRUSS ANCHOR PER CONN. SCHED.- INTERIOR CHED.- INTERIOR FRAME BEARING WALL 3"rA GALV, PIPE FILLED W/CONC. 3 FEET ABOVE F.F 2 FEET BELOW F,F fT .Q I v> GARAGE BOLLARD DETAIL BOLLARD 24APROG SCALE: NTS iTRUSS (TYPICAL) ss -- a- 1/2" GYPSUM CEILING BOARD DOUBLE 2x TOP PLATE z O i 1/2" DRYWALL (TYPICAL) w w - 1/2" DRYWALL (TYPICAL) N Vr w -2x4 STUDS AT 16" U.C. -3/4" T & G DECKING ANCHORED WITH CLUE AND 8d RING SHANK GUN NAILS AT 6" o. c. gig EA END OF HDR - FLOOR TRUSS OR TYPICAL FOOTER- SEE FOUNDATION3 FLOOR JOIST PLAN FOR SIZE & REINFORCEMENT (PER PLAN) 1/2" GYPSUM CEILING BOARD DOUBLE 2x TOP PLATE J� USP SPTH - (2) USP MSTA24 O FLOOR TRUSS 1/2" A -BOLT 9 24" 0/C UNO (OR USP HTA16 <D 24" 0/C) & SHEARWALL ENDS AS APPLICABLE 0712 2nd FLOOR FRAMING DETAIL zany"os SCALE: NTS COPYRIGHT R1G1. T 2008 drawings, specifications and copies thereof are instruments of service tin the property of Mercedes Hornes Inc. The reproduction or unuulhor of these docurnents or any other project without written permission e'des Home; Inc. is strictly prohibited. This design is protected by fe, right laws. MASTER REVISIONS REV 1/2" DRYWALL (TYPICAL) 1/2" DIA x 10" LONG ANCHOR BOLTANCH. -rr PER CONN. SCHED. (7" MINIMUM EMBEDMENT) AT 48" SCALE (UNO): INITIAL RELEASE O.C. WITH 2"" WASHERS (U.N.O,) SERIES (TYP Q3 EA END OF HDR SEE REVISION SHEET P,T. WOOD- CONTINUOUS TYPICAL FOOTER- SEE FOUNDATION3 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE & REINFORCEMENT REINFORCED WITH FIBERMESH ON DESCRIPTION 6 mil M,3. OVER WELL COMP, SOIL 026A0008 CONCRETE F'o = 2500 psi 0133 INTERNAL BEARING TWO STORY FRAME WALL 22JUNOs a SCALE: NTS FACE NAIL FULL STUD (2) 2x8 FOR OPENINGS TO 5'-4"; BLOCK DOWN AT 16" O.C. AS RECD (2) 2x10 FOR OPENINGS TO 6'-6"; FOR WALL/WINDOW HEIGHT (ADDITIONAL (2) 2x12 FOR OPENINGS >6'-6"; BLOCKING ABOVE HEADER IS ACCEPTABLE) UNO ON PLAN NAILS AT 12"" O.C. SHEATHING JOINTS SHEATHING ACTS AS STRAP FOR HDRS OVER STAGGERED MIN 3/4" 81 5'-4" LONG FROM EDGE w FULL STUD J� USP SPTH - (2) USP MSTA24 O FLOOR TRUSS 1/2" A -BOLT 9 24" 0/C UNO (OR USP HTA16 <D 24" 0/C) & SHEARWALL ENDS AS APPLICABLE 0712 2nd FLOOR FRAMING DETAIL zany"os SCALE: NTS COPYRIGHT R1G1. T 2008 drawings, specifications and copies thereof are instruments of service tin the property of Mercedes Hornes Inc. The reproduction or unuulhor of these docurnents or any other project without written permission e'des Home; Inc. is strictly prohibited. This design is protected by fe, right laws. MASTER REVISIONS REV DATE DESCRIPTION -rr APP. Q101OCT04 SCALE (UNO): INITIAL RELEASE PD SERIES (TYP Q3 EA END OF HDR SEE REVISION SHEET PD MB START REVISIONS 18-lOdxl.5 NAILS DATE DESCRIPTION BY APP, 026A0008 QS_27190413L_Q2 ISSUED FOR CONSTRUCTION I TT SEK ARCfflrl'ECT URAL FACE NAIL FULL STUD BLOCKING REQUIRED z JACK STUD TO JACK W/ IOd GUN ONLY FOR HORIZONTAL o USE(2) JACKS NAILS AT 12"" O.C. SHEATHING JOINTS r FOR HDRS OVER STAGGERED MIN 3/4" 81 5'-4" LONG FROM EDGE w FULL STUD 1/2"x4" (MIN) LAG .—SHEATHING ACTS SCREW W/ 2" WASH AS STRAP AT 24" O.C. (ONLY REQ'D IF SHEATHING STOPS 0 BOTT PLATE USP SPTH PER CONN. SCFIED). SERIES (TYP) J� USP SPTH - (2) USP MSTA24 O FLOOR TRUSS 1/2" A -BOLT 9 24" 0/C UNO (OR USP HTA16 <D 24" 0/C) & SHEARWALL ENDS AS APPLICABLE 0712 2nd FLOOR FRAMING DETAIL zany"os SCALE: NTS COPYRIGHT R1G1. T 2008 drawings, specifications and copies thereof are instruments of service tin the property of Mercedes Hornes Inc. The reproduction or unuulhor of these docurnents or any other project without written permission e'des Home; Inc. is strictly prohibited. This design is protected by fe, right laws. MASTER REVISIONS REV DATE DESCRIPTION BY APP. Q101OCT04 SCALE (UNO): INITIAL RELEASE PD MB Q3 11JAN06 SEE REVISION SHEET PD MB START REVISIONS REV7 DATE DESCRIPTION BY APP, 026A0008 QS_27190413L_Q2 ISSUED FOR CONSTRUCTION I TT SEK 2x4 WOOD FRAME WALL @ 24" O.C. (SEE FLOOR PLAN FOR HEIGHT) 3/4" T&G DECKING (NOTCH AROUND 2x4) (3) STAGGERED WS35 SCREWS (U 5" 0/C INTo "TRUSS VERTICAL 2x4 BLOCKING IN BETWEEN STUDS 2x4 WOOD FRAME WALL © 24 O.C. (SEE FLOOR PLAN FOR HEIGHT) 3/4" T&G DECKING (NOTCH AROUND 2x4) -(3) STAGGERED WS35 SCREWS (9) 6" 0/C INTO TRUSS VERTICAL FLOOR TRUSS PERPENDICULAR W/WALL 1/2" DRYWALL GUARD RAIL/HALF WALL ATTACHMENT 661644 -FRUSS PERPENDICULAR W/WALL 14SEP06 SCALE: Nrrs , dlas PACE DELUXE (01 LAKE SMA1L!,T STF'.UCTURAL DETAILS LU1Vr�rSjD E NT, RESIDE SCALE (UNO): CDS N SHEET; NOT TO SCALE ORL-000371 —0i 1� DRAWN BY SCT # PROD. DEV. ' q . S . WALLS: CHECKED BY MASTER PROD. DEV. QS_27190413L_Q2 MERCEDES S ARCfflrl'ECT URAL AND ENGINEERING SERVICES p�_�-�� 6905 North Wickharn Rood S`1'EP GiV G. KA�F EK P.E. Suite #401Ll Melbourne, FL 32940 Phone: (321) 259-6972/ I E, . -PE 39528 FOR S.TRIJTURAL CERTIFICATION ONLY J C1. TRUSS REACTION SUMMARY TRUSS REACTION SUMMARY TRUSS REACTION SUMMARY. TRUSS REACTION SUMIMARY [BOC:] CREATION DATE:08/28/2008 12:56:45pm [BOC:] CREATION DATE:08/28/2008 12:57:07pm [BOC:] CREATION DATE:08/28/2008 12:57:07pm [BOC:] CREATION DATE: 08/28,/2008 12:57:07pm TRUSS REACTIONS ARE IN LBS �t TRUSS REACTIONS ARE IN LBS TRUSS REACTIONS ARE IN LBS TRUSS REACTIONS ARE IN LBSROOF TRUSS ' IBHF FILE DATE: 08/14/08 SPAN 2 /Oa 0 DEPTH:10-14 Fr.�[' 1 GFf ILE DATE: 08/14/08lJSPAN 2SS 11- 2 OT DEPTH:1-4-0 FT4G�ILE DATE; 08/14/08TRUSS SPAN 21G 6 0 DEPTH:1-4-0 �� 1 �� FILE DATE: 08/114/08TRUSS SPANI40--O-O DEP -4-3 3.5 12H I- - 6 12 2 4 36 34 31 24 19 36 33 29 24 19 2 � 8 JOINT NO, 2 3 4 GRAVITY (LBS) 132 41 39 UPLIFT (LBS) -243 -63 -37 B B P FILE DATE: 08/1/08USS SPA :4 PO 40YDEPTH:1 -5-1 4 3.5 1 2 3 1 2 4 JOINT N0. 2 3 4 GRAVITY (LBS) 203 94 75 UPLIFT (LBS) -351 -154 -71 ROOF TRUSS 'BJ 1 ' QTY:2 FILE DATE: 08/14/08 SPAN:1 -0-0 DEPTH:10-3 6 12 . 2 4 JOINT NO. 2 3 4 GRAVITY (LBS) 107 17 19 UPLIFT (LBS) -214 -15 -473 ROOF TRUSS 'BJ3' QTY:2 FILE DATE: 08/14/08 SPAN:3-00 DEPTH:1 -10- 3 6 12 3 2 4 JOINT NO. 2 3 4 GRAVITY (LBS) 169 64 55 UPLIFT (LBS) -239 -140 -473 CJ5 ROOF TRUSS 'CJ5' 0TY:'1 FILE DATE: 08/14/08 SPAN:7-0-2 DEPTH:2-9-15 3 4.24 12 2 4 JOINT NO. 2 3 4 GRAVITY (LBS) 240 206 145 UPLIFT (LBS) -317 -411 -473 G ROOF TRUSS 'CJBP' QTY:2 FILE DATE: 08/14/08 SPAN:8-5-1 DEPTH:2-012 �2.4�2�� 4 2 5 JOINT' N0, 2 4 5 GRAVITY (LBS) 300 84 332 UPLIFT (LBS) -561 -144 -473 FT 1 FILE DATE: 08/FLOOR08 S AN.'20T- 1 1QT86DEPTH:1 -4-0 22 JOINT NO. 14 22 GRAVITY (LBS) 1124 1130 UPLIFT (LBS) 46 146 F 11 1 FLOOR TRUSS 'FT1 C' QTY:3 FILE DATE: 08/14/08 SPAN:24-7-8 DEPTH:1 -4-0 LU 'a, 28 20 JOINT NO. 20 28 GRAVITY (LBS) 1566 1118 UPLIFT (LBS) 46 146 JOINT NO. 19 24 31 34 36 GRAVITY (LBS) 46 146 146 149 46 UPLIFT (LBS) -176 -218 -163 =163 -40.2 s� FLOOR TRUSS 'FT2' QTY:10 FT2 FILE DATE: 08/14/08 SPAN:20-2-0 DEPTH:1 -4-0 JOINT N0, 19 24 29 33 36 GRAVITY (LBS) 66 151 148 151 55 UPLIFT (LBS) -176 -218 -163 =163 -40.2 F�`t �u FLOOR TRUSS 'FT4GH' QTY:1 E DATE: 08/14/08 SPAN:21 -10-8 DEPTH:1 -4-0 23 15 1 D JOINT NO, 15 23 GRAVITY (LBS) 1127 1048 UPLIFT (LBS) 49 146 JOINT NO. 1 15 GRAVITY (LBS) 1237 1344 UPLIFT (LBS) 49 146 (���[� 414 FLOOR TRUSS 'FT2C94' QTY:2 FT4H 'FLOOR TRUSS 'FT4H' QTY:2 E DATE: 08/14/08 SPAN:20-9-0 DEPTH:1 -4-0 FILE DATE; 08/14/08 SPAN:21 -10-8 DEPTH:1 -4-0 14 . . L�� �1127S1 22 14 JOINT N0, 14 22 GRAVITY (LBS) 1197 1047 UPLIFT (LBS) 1171 JOINT NO. 1 15 GRAVITY (LBS) 1171 1171 UPLIFT (LBS) 49 146 F�,2 FILE DATE: 08/104/08 USPANSS FI7E 440 DEPTH:1 -4-0 l 1 FILE DATE: 08/14/08 USPAN 4SS 80 44YDEPTH:1 -4-0 19 12 8 5 JOINT NO. 12 19 GRAVITY (LBS) 925 931 UPLIFT (LBS) 49 146 F 1L r�'�' DATE: 08/14/08 TRUSS FLOOR PANT27G3-OTDEPTH:1-4-0 CEEEDO:117, � 28 26 23 19 15 JOINT NO. 15 19 23 26 28 GRAVITY (LBS) 49 146 146 148 56 UPLIFT (LBS) -176 -218 -163 =163 -40.2 F T 2 F FLOOR TRUSS 'FT2EH' QTY:2 �' ILE DATE: 08/14/08 SPAN:17-3-0 DEPTH:1 -4-0 2 21 JOINT IN 12 21 GRAVITY (LBS) 916 916 UPLIFT (LBS) 34 FT2 GF�ILE DATE: FLOOR 08/14/08 USPAN:20-SS E1 0 DEPTH:1 -4-0 "LL- FELJ AA - 14 34 32 28 24 JOINT NO, 18 24 28 32 34 GRAVITY (LBS) 6 146 146 151 6 UPLIFT (LBS) -176 -218 -163 =163 -40.2 F 1L FLOOR TRUSS 'FT4' QTY:5 FILE DATE: 08/14/08 SPAN:21 -10-8 DEPTH:1 -4-0 24 JOINT N0, 14 24 GRAVITY (LBS) 1185 1179 UPLIFT (LBS) --855 -855 14 L JOINT N0. 5 8. GRAVITY (LBS) 207 207 UPLIFT (LBS) --855 -855 GFA ROOF TRUSS 'GFA' (2 PLY) QTY:1 FILE DATE: 08/14/08 SPAN:4-6-0 DEPTH:1 -1 -0 IL p -- a 6 4 p TRUSS PLY CONNECTION FASTENERS 2—PLY TRUSS TO BE CONNECTED TOGETHER WITH 100 (0,148"X3") NAILS AS FOLLOWS: TOP CHORDS CONNECTED AS FOLLOWS: 2 X 4— 1 ROW AT 0-9-0 OC. BOTTOM CHORDS CONNECTED AS FOLLOWS: 2 X 4— 1 ROW AT 0-9-0 OC, WEBS CONNECTED AS FOLLOWS: 2 X 4— 1 ROW AT 0-9-0 OC. JOINT N0, 4 6 GRAVITY (LBS) 2107 2107 UPLIFT (LBS) --855 -855 ]�1 10 1 (�'� ROOF TRUSS 'H 101 GE' QTY:1 I DATE: 08/14/08 SPAN:40-0-0 DEPTH:5-4-3 JOINT NO. 2 8 GRAVITY (LBS) 1520 1520 UPLIFT (LBS) 1438 -1438 1 1YILE ROOF TRUSS '1-11311" QTY:I DATE: 08/14/08 SPAN:40-0-0 DEPTH:6-10-3 JOINT NO. ?___ 8 GRAVITY (LBS) 1523_ 1523 UPLIFT (LBS) --855 -855 1 ROOF TRUSS 'H141' QTY:1 FILE DATE: 08/14/08 SPAN:400-0 DEPTH;7-4-3 15 6F1_2r7 ©12 JOINT NO. 2 20 27 33 38 GRAVITY (LBS) 178 178 147 147 291 UPLIFT (LBS) -176 -218 -163 =163 -40.2 �1 1 1 "VILE TRUSS 'I -II 11 F' QTY:1 TLE DATE: 08/14/08 SPAN:40-0-0 DEPTH:5-10-3 L JOINT NO. 2 10 GRAVITY (LBS) 1523 1523 UPLIFT (LBS) -822 -822 JOINT NO. 2 10 GRAVITY (LBS) 1520 1520 UPLIFT (LBS) -1475 -1475 H 151 , ROOF TRUSS 'H151" QTY:1 ILE DATE: 08/14/08 SPAN: 40-0- 0 DEPTH:7-10-3 2 JOINT NO, 2_... "10 GRAVITY (LBS) 1523 1523 UPLIFT (LBS) --884 -884 H 1 6 1 ROOF TRUSS '11161' QTY:1 FILE DATE: 08/14/08 SPAN:40--0-0 DEPTH:8-4-3 '1 U I JOINT NO. 2 9 GRAVITY (LBS) 1520 '1520 UPLIFT (LBS) -1506 -1506 H 1 r 1 "FILE DATE:; 08/1)4/081) SPAN:=40SS 1 '1­11711"QTY:1 DEPTH:8-10-3 2 `J JOINT NO. 2 9 GRAVITY (LBS) 1523 1523 UPLIFT (LBS) -909 -909 ROOF TRUSS '11181' QTY:1 -I 1 1 FILE DATE: 08/14/08 SPAN:40-0-0 DEPTH:9-4-3 2 JOINT NO. 2 9 GRAVITY (LBS) 1520 1520 UPLIFT (LBS) -1536 -1536 1 0 ROOF TRUSS 'H191 F' QTY:1 'VILE DATE: 08/14/08 SPAN:40-0-0 DEPTI-1:9-10-3 JOINT NO. _2 9 GRAVITY (LBS) 1523 1523 UPLIFT (LBS) -932 - 932 —DLX—LAKE—SMART TRE—PACEDLX—LAKE SMART 65 140CES Run Date Oka :08 288 12:58:0' COPYRIGHT 2008 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Hofnes 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, MASTER REVISIONS REV, DATE DESCRIPTION BY APP. C? 1 0l OCT04 INITIAL RELEASE PD MB Q3 1 1 JANO6 SEE REVISION SHEET PD MB START REVISIONS REV DATE DESCRIPTION BY APP. 0 26A0008 ISSUED FOR CONSTRUCTION TT SEK TRUSS DESIGN CRITERIA PROJECC ADDRESS: ROOF TRUSS LOADING WIND LOADING: 140 MPH Exp, "C" Fully Enclosed TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 7PSF BOTTOM CHORD LIVE LOAD: 0 PSF BOTTOM CHORD DEAD LOAD: 10 PSF FLOOR TRUSS LOADING (IF APPLICABLE) TOP CHORD LIVE LOAD: 40 PSF TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD LIVE LOAD: 0 PSF BOTTOM CHORD DEAD LOAD: 5 PSF T4NOTES.dwg MET 17APRO7 TRUSS DESIGN/CONSTRUCTION NOTES 1. ALL PERMANENT BRACING SHALL BE PER BCSI—B1 SUMMARY SHEET PROVIDED W/TRUSS DELIVERY PKC 2. BOTTOM CHORD LATERAL BRACING REQUIREMENTS ARE MET WFFH RIGID CEILING DIRECTLY APPLIED 3. TRUSS DESIGN SOFTWARE IS MITEK VERSION 6.5 WHEN BRACING IS REQUIRED IT WILL APPEAR AS SHOWN a — I TRUSS LAYOUT & REACTIONS HAVE BEEN REVIEWED IN COOPERATION WITH: HOMES SPACE COAST TRUSS, INC, TRUSS PROFILES 1410 WHITE DR. , i TITUSVILLE, FLORIDA 32780 ' PHONE: (321) 633-7511 EST, 1989'-j FAX: (321) 633-7541t THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE Tl SHEET AS A MINIMUM. IT IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS. J HOMES PACE DELUXE @LAKE SMART TRUSS PROFILES �,UMSDEN RESIDENCE SCALE (UN0): CDs # SHEET; t/4" = 1'-0" ORL-000371-06 T4 DRAWN BY scr H PROD. DEV. Q. S. WALLS: CHECKED BY MASTER // PROD. DEV, QS_271904I3L_Q2 MERCEDES ENGINEER O�F' R 'CORD AND ARCHITECTURAL, TRUSS S �`CEVIS ENGINEER AND ENGINEERING SERVICES 08-2f{_�, 5905 North Wickham Road STEPITEN E�" AS''FN��F' P.E. Suite #401, lg NSE # 39528 Melbourne, FL 32940 klllR STRUCT RR CERTIFICAf10N ONLY Phone: (321) 259-6972 i J JOINT NO, 2 9 15 GRAVITY (LBS) 1021 676 2267 UPLIFT (LBS) -1212 -670 -2590 JOINT N0, 2 10 16 GRAVITY (LBS) 618 690 1755 UPLIFT (LBS) -670 -736 -1754 f JOINT NO. 2 10 GRAVITY (LBS) 1523 1523 UPLIFT (LBS) -816 -816 JOINT NO. 2 3 4 --2 GRAVITY (LBS) 238 122 95 UPLIFT (LBS) -282 -270 -109 JOINT NO, 2 3 4 GRAVITY (LBS) 274 150 115 UPLIFT (LBS) -457 -250 -109 JOINT NO. 2 10 GRAVITY (LBS) 1520 1520 UPLIFT (LBS) -951 -951 JOINT NO. 2 5 GRAVITY (LBS) 1101 1101 UPLIFT (LBS) -1527 -1333 JOINT NO. 2 6 GRAVITY (LBS) 635 1 635 UPLIFT (LBS) -1006 -822 JOINT N0, 1 6 GRAVITY (LBS) 776 835 UPLIFT (LBS) -747 -890 JOINT NO. 2 10 13 17 19 GRAVITY (LBS) 198 198 54 175 348 UPLIFT (LBS) -209 -246 -95 -233 -483 JOINT NO. 6 7 12 GRAVITY (LBS) 146 1 194 148 UPLIFT (LBS) -247 1 -253 -212 JOINT NO. 8 9 13 14 GRAVITY (LBS) 174 183 183 174 UPLIFT (LBS) -258 -252 -296 -262 COPYRIGHT 2008 All drawings, specifications and copies thereof ore instruments of service and remain the property of Mercedes Horses Inc. The reproduction or unauthorized use of these documents or any other project without written porrnission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright lows. MASrfER REVISIONS REV DATE I DESCRIPTION BY APP, Q1 01OCT041 INITIAL RELEASE PD MB 03 1 1 JAN06 SEE REVISION SHEET PD MB START PEVISIONS REV DATE DESCRIPTIONBY TOP CHORD LIVE LOAD: APP. 0 26AUG08 ISSUED FOR CONSTRUCTION TT SEK MOTES.dw MET 17APR07 TRUS§ DESIGN/CONSTPUCTION NOTES 1. ALL PERMANENT BRACING SHALL BE PER BCSI—B 1 SUMMARY SHEET PROVIDED W/TRUSS DELIVERY PKC 2, BOTTOM CHORD LATERAL BRACING REQUIREMENTS ARE MET WITH RIGID CEILING DIRECTLY APPLIED 3. TRUSS DESIGN SOFTWARE IS MI FEK VERSION 6.5 N BRACING 1S REQUIRED IT WILL APPEAR AS SH TRUSS LAYOUT & HACTIONS HAVE BEEN REVIEWED IN COOPERATION VV[rt, It: SPACE COAST TRUSS, INC. 1410 WHITE DR. TITUSVILLE, FLORIDA x32780 r,. PHONE: (321) 633-7511 EST, 1989'- PAY: (321) 633-7544 THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM. IT 15 ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS. TRUSS DESIGN CRITERIA PROJECT ADDRESS: FACE DELUXE @)LAKE SMART ROOF TRUSS LOADING WIND LOADING: 140 MPH Exp. "C" Fully Enclosed TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 7PSF BOTTOM CHORD LIVE LOAD: 0 PSF BOTTOM CHORD DEAD LOAD: 10 PSF FLOOR TRUSS LOADING (IF APPLICABLE) TOP CHORD LIVE LOAD: 40 PSF TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD LIVE LOAD: 0 PSF BOTTOM CHORD DEAD LOAD: 5 PSF QS -2 71904OL_Q2 MOTES.dw MET 17APR07 TRUS§ DESIGN/CONSTPUCTION NOTES 1. ALL PERMANENT BRACING SHALL BE PER BCSI—B 1 SUMMARY SHEET PROVIDED W/TRUSS DELIVERY PKC 2, BOTTOM CHORD LATERAL BRACING REQUIREMENTS ARE MET WITH RIGID CEILING DIRECTLY APPLIED 3. TRUSS DESIGN SOFTWARE IS MI FEK VERSION 6.5 N BRACING 1S REQUIRED IT WILL APPEAR AS SH TRUSS LAYOUT & HACTIONS HAVE BEEN REVIEWED IN COOPERATION VV[rt, It: SPACE COAST TRUSS, INC. 1410 WHITE DR. TITUSVILLE, FLORIDA x32780 r,. PHONE: (321) 633-7511 EST, 1989'- PAY: (321) 633-7544 THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM. IT 15 ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS. 0 Muicedu-o HOMES FACE DELUXE @)LAKE SMART TRUSS PROFILES LUMSDEN RESIDENCE SCALE (uNo): CDs # SHEET: 1/4" = 1'-0" OI L-000371-03 `T4A DRAWN BY SCr b PROD. DEV, Q.S. WALLS: CHECKED BY MAs(ER # PROD. DEV. QS -2 71904OL_Q2 MERCEDES ENGINEER OF RL:CAND RE?( ARCHITECTURAL TRUSS SYS'I'LM.' AND ENGINEERING SERVICES 03-23_0 6905 North Wickham Road STEPHEN±. ASK F,NER iE. Suite # 401 Q� -NSE # PE 39 8 Melbourne, FL 32940 S(RUCTURA -E TIFICATION ONLY Phone: (32 1) 259-6972 0