Loading...
HomeMy WebLinkAbout113 Venetian Bay Cir 04-2278 New SFHPER,II SS .C- SUBDIVISION - cn PERMIT �`1` - t c�, DATE ) ESCRIPTION PER'vIIT D PERNUT VALUATION : La SQUARE FOOTAGE -.oc u _ REVISIONS CHANGE DATE DESCRIPTION MOVED OPTIONAL LAUNDRY TUB TO SPACE BETWEEN WATER HEATER AND A/C. Q1 9-6-96 LAUNDRY TUB WAS PREVIOUSLY LOCATED NEXT TO FIRE DOOR. MOVED ATTIC ACCESS LOCATION FORWARD 2'-0". \ 9-6-96 MOVED ELECTRICAL PANEL TO FORMER LAUNDRY TUB LOCATION NEXT TO FIRE 3Q 9-6-96 DOOR. INDICATED RETURN AIR LOCATION TO BE PLACED FACING FOYER. A 9-6-96 INDICATED RIGHT SIDE OF FRONT DOUBLE DOOR TO BE THE =ACTI,VE SIDE. Q5 9-6-96 INDICATED LEFT SIDE OF FRONT DOUBLE DOOR IN DEN OPTION TO BE Q6 9-6-96 THE ACTIVE SIDE. INDICATED OVERHANGS TO BE 12" ON GABLE ROOFS. 9-6-96 INDICATED OVERHANGS TO BE 16" ON HIP ROOFS. A 9-6-96 CHANGED VAULTED CEILING IN BATHROOM CLOSETS AND UTILITY ROOM TO A 9-6-96 9'-4" FLAT CEILINGS. CHANGED VAULTED CEILING IN SECONDARY BEDROOM CLOSETS TO 8'-0" QO 9-6-96 FLAT CEILINGS. CHANGED LEFT HAND OUT SWING TO RIGHT HAND IN SWING AT FIRE DOOR. A 9-6-96 CHANGED RIGHT HAND IN SWING TO LEFT HAND IN SWING AT LAUNDRY ROOM Q 9-6-96 DOOR. RELOCATED LAUNDRY ROOM DOOR AND FIRE DOOR 6" TO THE LEFT FOR Q 9-6-95 REFRIGERATOR CLEARANCE. CHANGED WIDTH OF HALF WALL AT KITCHEN SINK FROM 6" TO 4". 9-6-96 REDIMENSIONED RECESSED LIGHT FIXTURES IN KITCHEN. Q9-6-96 ADDED 2-C26 WINDOWS IN NOOK. A 9-6-96 )). \ A S S A \\�� '/ 5.'/� 1 ARCHITECTURAL 1 FIRST FLOOR PLAN 2 FOUNDATION PLAN 3 ELEVATIONS 4 ELEVATIONS AND CROSS SECTION T1 TRUSS PLAN 1­1 LINTEL LAYOUT D1 DETAIL SHEET 1 D2 DETAIL SHEET 2 D3 DETAIL SHEET 3 D4 DETAIL SHEET 4 E1 ELECTRICAL FIXTURE LAYOUT ARCHITECT: 99 C HOME DESIGN SERVICES, INC. 580 CAPE COD LANE SUITE 9 ALTAM ON TE SPRINGS, EL, 32714 PH, 407-862-5444 M ORR SON HOMES 250 PARK AVENUE SOUTH SUITE 300 WINTER PARK, EL, 32789 PH� 407-629-0077 qA i�D u-1 PLANS REVIEW ED CITY of SANFORD REVISIONS CHANGE DATE DESCRIPTION RELOCATED WALL MOUNTED EXTERIOR LIGHT FIXTURE TO PORCH CEILING. Q9-6-96 NOTED HEADER HEIGHTS ON FLOOR PLAN. A 9-6-96 DELETED WINDOW AT COVERED PORCH IN MASTER BEDROOM. A 9-6-96 ADDED SLIDING GLASS DOOR, WINDOW, AND FRENCH DOOR OPTIONS TO Q 9-6-96 FLOOR PLAN. CHANGED WINDOWS IN MASTER AND SECONDARY BEDROOMS TO 5-0" HIGH \ 9-6-96 WINDOWS. PROVIDED FAUCET LOCATION IN SHOWER. Q 9-6-96 RELOCATED RECESSED LIGHT FIXTURE FROM TUB TO SHOWER. \ 9-6-96 ADDED CLOSET AND SINGLE ENTRY DOOR TO BEDROOM #2. 9-6-96 PROVIDED DEN/STUDY OPTION WITH DOUBLE DOOR. A 9-6-96 CENTERED WINDOW IN BATH #2 ON TUB. \ 9-6-96 MOVED TUB SHELF TO OPPOSITE END OF TUB. Q9-6-96 DELETED ONE GFI RECEPTACLE IN GARAGE. \ 9-6-96 CHANGED VAULTED CEILING IN BEDROOM #3 (FLOOR PLAN "A"). Q9-6-96 CHANGED VAULTED CEILiNG IN BEDROOM #3 (FLOOR PLANS "B" & "C"). 9-6-96 ADDED 2'-0" OPTION TO MASTER BEDROOM. 11-15-96 CHANGE VAULTED CEILINGS TO 9'-4" CEILINGS. Q 06-30-97 MEDIA CNTR. A 04-27-02 SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND MARCOS iFIGJLR�0A F.E. LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA FL. L'IC:'Nr). 17.07 BUILDING CODE 2001 EDITION. DATE '— 1 .BASIC WIND SPEED - 120 MPH.(@ 3 SEC. GUST.) MAY Q ,l, 2004 2 WIND IMPORTANT FACTOR — 1.0 J.WIND EXPOSURE — CATEGORY B SIGNATJRL _ 'j-.INTERNAL PRESSURE COEFFICIENT 10.18 �/ j✓Y S.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS, PER PLAN. (INTERNAL PRESSURE COEFFICIENT -10.18 INCLUDED) o�urser revisions by N LL- 0-' V) o 0 (0 Cs U �0o 0 `n Q0 \ o N O 0 \ Q S Q W X o Q a3 z +- 0- 0 \ N __, Q) (� • J 5 \ -p (� Cn L C -4� `� N CD 4 4-00 0 iE 0 0 r- cn Q Q 00 00 Ln 0 N ASSAU C LOT 70 V.B. drawn by m V checked by s C date 05.07.04 scale AS NOTED job no. 04-522 1 drawing no. C V: [, REVISIONS CHANGE DATE DESCRIPTION MOVED OPTIONAL LAUNDRY TUB TO SPACE BETWEEN WATER HEATER AND A/C. Q1 9-6-96 LAUNDRY TUB WAS PREVIOUSLY LOCATED NEXT TO FIRE DOOR. MOVED ATTIC ACCESS LOCATION FORWARD 2'-0". A 9-6-96 MOVED ELECTRICAL PANEL TO FORMER LAUNDRY TUB LOCATION NEXT TO FIRE 3Q 9-6-96 DOOR. INDICATED RETURN AIR LOCATION TO BE PLACED FACING FOYER. A 9-6-96 INDICATED RIGHT SIDE OF FRONT DOUBLE DOOR TO BE' THE -:ACTIVE;. SIDE. Q5 9-6-96 INDICATED LEFT SIDE OF FRONT DOUBLE DOOR IN DEN OPTION TO BE Q6 9-6-96 THE ACTIVE SIDE. INDICATED OVERHANGS TO BE 12" ON GABLE ROOFS. 9-6-96 INDICATED OVERHANGS TO BE 16" ON HIP ROOFS. A 9-6-96 CHANGED VAULTED CEILING IN BATHROOM CLOSETS AND UTILITY ROOM TO A 9-6-96 9'-4" FLAT CEILINGS. CHANGED VAULTED CEILING IN SECONDARY BEDROOM CLOSETS TO 8'-0" QO 9-6-96 FLAT CEILINGS. CHANGED LEFT HAND OUT SWING TO RIGHT HAND IN SWING AT FIRE DOOR. A 9-6-96 CHANGED RIGHT HAND IN SWING TO LEFT HAND IN SWING AT LAUNDRY ROOM Q 9-6-96 DOOR. RELOCATED LAUNDRY ROOM DOOR AND FIRE DOOR 6" TO THE LEFT FOR Q 9-6-95 REFRIGERATOR CLEARANCE. CHANGED WIDTH OF HALF WALL ATSINK FROM 6" TO 4". 9-6-96 "KITCHEN REDIMENSIONED RECESSED LIGHT FIXTURES IN KITCHEN. Q9-6-96 ADDED 2-C26 WINDOWS IN NOOK. 9-6-96 99 C INDEX OF DRAWINGS SHEET DESCRIPTION CVR COVER SHEET ARCHITECTURAL 1 FIRST FLOOR PLAN 2 FOUNDATION PLAN 3 ELEVATIONS 4 ELEVATIONS AND CROSS SECTION T1 TRUSS PLAN 11 LINTEL LAYOUT D1 DETAIL SHEET 1 D2 DETAIL SHEET 2 D3 DETAIL SHEET 3 D4 DETAIL SHEET 4 E1 ELECTRICAL FIXTURE LAYOUT ARCHITECT: BUILDERS: HOME DESIGN SERVICES, INC. 580 CAPE COD LANE SUITE 9 AL_TAM ON TE SPRINGS, EL. 32714 PH, 407-862-5444 M OR R SON HOMES 250 PARK AVENUE SOUTH SUITE 300 WINTER PARK, EL, 32789 PH. 407-629-0077 PLANS REVIEW ED CITY OF SA F RD REVISIONS CHANGE DATE DESCRIPTION RELOCATED WALL MOUNTED EXTERIOR LIGHT FIXTURE TO PORCH QEILING. Q 9-6-96 NOTED HEADER HEIGHTS ON FLOOR PLAN. A 9-6-96 DELETED WINDOW AT COVERED PORCH IN MASTER BEDROOM. A 9-6-96 ADDED SLIDING GLASS DOOR, WINDOW, AND FRENCH DOOR OPTIONS TO Q 9-6-96 FLOOR PLAN. CHANGED WINDOWS IN MASTER AND SECONDARY BEDROOMS TO 5'-0" HIGH 2Q 9-6-96 WINDOWS. PROVIDED FAUCET LOCATION IN SHOWER. Q 9-6-96 RELOCATED RECESSED LIGHT FIXTURE FROM TUB TO SHOWER. Q 9-6-96 ADDED CLOSET AND SINGLE ENTRY DOOR TO BEDROOM #2. A 9-6-96 PROVIDED DEN/STUDY OPTION WITH DOUBLE DOOR. A 9-6-96 CENTERED WINDOW IN BATH #2 ON TUB. \ 9-6-96 MOVED TUB SHELF TO OPPOSITE END OF TUB. Q9-6-96 DELETED ONE GFI RECEPTACLE IN GARAGE. 9-6-96 CHANGED VAULTED CEILING IN BEDROOM #3 (FLOOR PLAN "A"). Q9-6-96 CHANGED VAULTED CEILiNG IN BEDROOM #3 (FLOOR PLANS "B" & "C"). 9-6-96 ADDED 2'-0" OPTION TO MASTER BEDROOM. 11-15-96 CHANGE VAULTED CEILINGS TO 9'-4" CEILINGS. Q 06-30-97 MEDIA CNTR. 04-27-02 SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND MARCOS :FIG'J{ { OA F.F. LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA =L. L'IC;'N7. 31707 BUILDING CODE 2001 EDITION. DATE 1 .BASIC WIND SPEED - 120 MPH.(@ 3 SEC. GUST.) MAY Q .?, 2004 2 WIND IMPORTANT FACTOR — 1.0 J.WIND EXPOSURE — CATEGORY B SIGNATI RL. 4.INTERNAL PRESSURE COEFFICIENT -10.18 �! j✓y 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS, PER PLAN. (INTERNAL PRESSURE COEFFICIENT -10.18 INCLUDED) revisions by N V) cn O U �0o O `n Un Q0 \ o N 4� r U00 Q S W �X o Q C) C) C) z 0- O-) \ N Q 07 Cn (� L S C N v \ (-D �00O 0 0 r- cn Q U \ Q 00 00 Ln E= I N ASSAU C LOT 70 V.B. drawn by m V checked by SC date 05.07.04 scale AS NOTED job no. 04-522 1 drawing no. cvR THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER ARCHITECT OF RECORD. revisions by 40'-0" 15'-4" Ie 24'-8" 1V-4" ,_2'-0" . 2'-8" ,. 9'-0" ,1'-4," 9'-0" 1'-4'�i'-4" 1 4 00 ■ ■ 25.9 -33.3 ■ . 14'-0" G ■ 4 NOTES: 2-0 INDICATES NUMBER OF DOORS. 2-0 INDICATES NUMBER OF WINDOWS. FR - FRENCH DOORS L - FULL LITE FG - FIXED GLASS TR - TRANSOM P - POCKET DOOR OBS - OBSCURED TEMP - TEMPERED HR - HORIZONTAL ROLLER SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. 2 14 H.B. 25.9 33.3 Master Bedroom 9'-4" CLG. ■ 00 ■ ■ --- - - - - - - - -------- Covered Patio 00 9'-4" CLG. I o -25.1 -32.4 JJ 2-0 ■ ■ G 4 5'-4" _ 8'- 8" 24'- 8" 1 0 0 00 EJ MIR. M.C. Master R&S diving Rm. Nook 2-0 Bot h a--------i 9'-4" CLG. 0 9'-4" CLG. °A V. I A 9'-4" CLG, W. I. G. ■ d DE 9'-4" CLG, 16 14'-4" 3'-0" 2'-0", 5'-0" a L N 4 I COUNTER ��L 4 AT 42" - 5'-4" " 2'-10" 3'-4" Q - 0 59 65 '-0„ '-4'4 , -2E 9'-4" CL HT. D2 0 n / ' I D TEMP. N , / a o COUNTER AT 36" 25.9 0TUB _ 3�" o S�' CABS CD ABV. o 5'-6 3 4„ 1 Dining Rm. LO ■ SHOWER WC• N 9'-4" CLG. - CABS L `v W. ABV. TEMP. GLASS A 00 2 ENCL. INDICATE ;� _ Kitchen en I L 7'-0" CL T. HT. 0 14 I W/ PLAN SHELF 9'-4" CLG. 11 Bedroom 2 Ln @ 7'-8" F. F. r75.9 I 9'-4" CLG. 0� 1 4 4 JEF7„11 -2 2' 6 -6 8 -4 444- 16 -10 11 G 0 L o� I CAB 0 R/A Q4) III W �l IABV. Q C° '� 4 \\711n FROM FOYER �I La u n d r1 � �, 0 °° F 9'-4" CLG. <�t _ MIR. N O A/C r L�/T lI H I D I °- 00 Ln o� Ln I L 4 G 9 00 00/mc Foyer s�L'J LAV.\\ 4 I o ye r (� 2 5. 9 8 s 0 S'0\\ ( PRE LUMB M.T. - - 28.1 O m o I \ 12' CLG. _ 10 TEMP. (=r) n �' y 24.7 11 ■ Bath 2- 0 _ T 8'-0" 6„ 3'-8" 5'-10" co ■ ■ ■ 9'-4" CLG. 0 QR & S - LINEN L ATTIC ACCESS N 4 SH. W/ 2-1068 SL FIELD LOCATE QW/5030 TRANS. - - _ ■ VV RND. ABV. - -4' 2'-11" 3' -9" o INDICATES 1 L7'-0" CLG. HT. _ L- - J W/ PLANT SHELF 24.7 `° @ 7'-8" A.F.F. ■ Bedroom 3 0_ • -28.1 - 18'_0 I 0 9'-4" CLG. N Entry o I 13'-0" N 2 Car Garage 8' FLAT CLG, ■ 25.9 i---------------------, 00 N I I ■ e ■ ■ I I I H.B. 20 I GROUTED 22.0 GROUTED o WALL -24.0 WALL I INDICATES BRICK VENEER 16'x7" O.H. GAR. DR. ° NJ 7'-O" HDR. HTA 00 INDICATES BRICK VENEER 5'-0" �, 9'-4" 6" 5' -8" 1'-8"� 16' 8 -0" V-" 14'-4" 6'-4" 19'-4" 40'-0" 0 I co COMPARATIVE ANALYSIS AND ANCHOR CHART COMPARATIVE ANALYSIS AND ANCHOR CHART GENERAL ALUMINUM CORP. GENERAL ALUMINUM CORP. SERIES: 1440 ALUMINUM SINGLE HUNG WINDOW (TDL) SERIES: 1440 ALUMINUM SINGLE HUNG WINDOW (TDL) SIZE TESTED: 53-1/13' x 72': TEST REPORT: OLl-31239 SIZE TESTED: 53-1/8' x 72': TEST REPORT: OLI-31239 TESTED OP: POS. & NEG. 40 PSF; GLAZING: 1/8" THK. ANNEALED GLASS TESTED DP: POS. & NEG. 4D PSF; GLAZING: 1/8" THK. ANNEALED GLASS DESCRIPTION DESCRIPTION DESIGN PRESSURE CAPACITY IN PSF TAPCON ANCHOR LOCATIONS REQ'D IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 19-1 8 x 26 157 157 B F G 19-1 8 z 38-7 8 IQ8 108 B FG 19-1 8 x 50-5/8 80 BO B FG 79-1 8 x 54-5/8 75 75 B FG 19-1 8 x 55-5/8 73 73 B FG 19-1/8 x 63 62 62 B FG 19-1/8 x 72 53 53 B FG 26-1 2 x 26 116 116 B FG 26-I 2 x 38-3 8 77 77 B F,G 26-1 2 x 50-5 8 66 66 B F,G,H,1 26-1 B x 54-5 a 61 61 8 F.G H I 26-1/2 x 55-5/8 60 60 B F,G,H,I 26-1/2 x 63 1 54 54 B F G H I 26-1/2 x 72 47 47 0 F,G,H,1 30-1 2 x 26 103 103 B FG 30-1/2 x 38-3/6 65 65 B F,C 30-1/2 x 50-5/8 57 57 B FGHI 30-1/2 x 54-5/6 55 55 B F,G,H,1 30-1/2 x 55-5/8 54 54 B F,G,H,I 30-1 2 x 63 49 49 30-1 /2 x 72 44 44 B F,C,H,I DESCRIPTION DESCRIPTION DESIGN PRESSURE CAPACITY IN PSF TAPCON ANCHOR LOCATIONS REQ'D IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 37 x 26 94 94 B F G 37 x 38-3/6 51 51 B FG 37 x 50-5/3 47 47 B FG 37 x 54-5/8 45 45 B F,G.H.1 37 x 55-5 8 45 45 B F G H I 37 x 63 41 41 B F,G,H.1 37 x 72 40 40 B FGHI 48 x 26 83 83 AC F,G,H,I 48 x 38-3 8 40 40 B F.G 48 x 50-5/8 40 40 B F.G,H,1 48 x 54-5 8 40 40 B FGHI 48 x 55-5/8 40 40 B F.G.H,1 48 x 63 40 40 B F G H 48 x 72 40 40 B F,C,H,I 53-1/8 x 26 82 82 AC F G H I 53-1/8 x 38-3/B 40 40--1 B F,G,H,I 53-1/8 x 50-5/5 40 40 D F C H I 53-1/8 x 54-5/6 40 40 B F,G,H,I 53-1/8 x 55-5/8 40 40 B F.G.H.I 53-i B x 63 40 40 B FCHI 53-t/8 z 72 40 40 B F,G,H,I 1.) WHERE WATER RESISTANCE TEST REQUIREMENT OF 157 OF DESIGN LOAD APPLIES, POSITIVE 1.) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF, DUE TO WATER TEST PRESSURE OF 6.0 PSF DESIGN LOADS WILL BE LIMITED TO 40.0 PSF, DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. ACHIEVED IN TEST. 2.) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING, USE 3/16 DIM. TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4" EMBEDMENT INTO SUBSTRATE 2.) INSTALLATION: fLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING, USE 3/16 DIM. TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. AT LOCATIONS SHOWN ON CHART. 3.) SEE BACK OF THIS SHEET FOR KEY TO TAPCON LOCATIONS 3.) SEE BACK OF THIS SHEET FOR KEY TO TAPCON LOCATIONS 4.) INSTALL #8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN, EMBEDMENT INTO WOOD BUCK 4.) INSTALL 98 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPUED INSTALLATION HOLES. AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. 5.) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH 5.) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. INSIDE HEAD STUCCO 77 DRYWALL �� WINDOW_ I W l-H 1"X4" P.T. BUCK STRIP • 3/16"X2 1/4" TAPCON INTO C.M.0 THROUGH FINISHED OPEINING 'WIDTH BUCK WITH MIN. 1 1/4' EMBEDMENT A B C - D E STUCCO STUCCO FINISHED OPENING WD 2 CALL SIZE WIDTH 1 X4' P.T. BUCK STRIP 1 X4 P.T. BUCK STRIP TAPCON INTO C. M.0 THROUGH BUCK WITH t 1/4" EMBEDMEN J K / '01.' 3/16"X2 1/4"' iAPCON INTO C.M.0 THROUGH3//76"X2 1/4" TAPCON INTO C.M.0 THROU WITH MIN. 1 1/4' EMBEDMENT EiUCK WITH MIN. 1 1/4' EMBEDMENT y • x �•-r� RYWALL DRYWALL WINDOW OUTSIDE OUTSIDE JAMB JAMB H T. F G FNISHED Of�ENING IDTH I NO FASTENERS THROUGH SILL FINISHED STOOL( BY OTHERS) CAULK-� / PRE -CAST CONCRETE SILL H I 1 INSIDE SILL ELEVATION MASONRY N S TA LLA T O N VIEWED FROM EXTERIOR 2X8 P.T. STRUC'L BUCK (TYIPICAL) DOOR OR WINDOW PER PLAN ATTACHED DIRECTLY TO STRUCTURAL BUCK PER MANUFACTURER'S RECOMENDATIONS INSTALLATION INSTRUCTIONS. STRUCTURAL 2X8 BUCK W/1/4 -DIAMETER TAPCONS AT 6" O.C. AND AT 3" FROM ENDS AND EDGES. OR (2) ROWS OF 0,145" DIAMETER HILTI/RAMSEY PINS STAGGERED AT 6" O.C., AT 3" FROM ENDS AND 2" FROM EDGES. FASTENERS EMBEDED IN TO BLOCK 13Q'MINIMUM.TYPICAL. TYPICAL BUCK DETAIL SCALE: NTS. AS AN ALTERNATIVE TO THE SOIL TERMITE TREATMENT, THE WOOD TREATMENT BORA-CARE SYSTEM COULD BE USED AS A PREVENTIVE METHOD OF TERMITE TREATMENT WHEN APPLIED BY AN AUTHORIZED BORA-CARE PRETREATMENT CO. (PER FBC 2001 SECTION 1816.1.8) THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND MARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA FL. LIC. NO. 31707 BUILDING CODE 2001 EDITION. DATE 1.BASIC WIND SPEED - 120 MPH.(@ 3 SEC. GUST.) MAY 0 l 2004 2 WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY B SIGNATURE 4,INTERNAL PRESSURE COEFFICIENT 10.18 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE (A AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT 10.18 INCLUDED) OF O DOOR SIZE KEY MARK SIZE A 1'4"x6'8" B 1'6"x6'8" C 1'8"x6'8" D 2'0"x6'8" E 2'4"x6'8" F 2'6"x5'8" G 2'8"x6'8" H 3'0"x6'8" I 1'4"x8'0" J 1'6"x8'0" K 1,8„x8,0„ - L 2'0"x8'0" M 2'4"x8'O" N 2'6"x8'0" 0 2'8"x8'0" P 3'0"x8'0" Q 1'6"x6'8" BF R 2'0"x6'8" BF S 2'6"x6'8" BF T 3'0"x6'8" BF U 4'0"x6'8" BF V 5'0"x6'8" BF W 6'0"x6'8" BF X 1'6"x8'0" BF Y 2'0"x8'0" BF Z 2'6"x8'0" BF AA 3'0"x8'0" BF BB 4'0"x8'0" BF CC 5'0"x8'0" BF DD 6'0"x8'0" BF EE 6'0"x6'8" SL.GL.DR. FF 8'0"x6'8" SL.GL.DR, GG 9'0"x6'8" SL.GL.DR. HH 12'0"x6'8" SL.GL.DR. II x8'0" JJ 8'0"x8'0" SL.GL.DR. KK 9'0"x8'0" SL.GL.DR. ILL 12'0"x8'0" SL.GL.DR. O MORRISON WINDOW SIZE KEY ROUGH OPENING 1 /2" FLANGE MASONRY MARK CALL SIZE WINDOW SIZE 1 C-12 19 1 8 x 26 20 x 26 2 C-13 19 1 8 x 38 1 4 20 x 38 1 4 3 C-14 19 1 8 x 50 5 8 20 x 50 5 8 4 C-15 191 8x63 20x63 5 C-15 19 1 8 x 76 3/4 20 x 76 3/4 6 C-1 2 32 26 1 2 x 26 27 1 4 x 26 7 C-1 42 33 26 142 x 38 1 4 27 1 4 x 38 1 4 8 C-1 234 261 2x505 8 271 4x505 8 9 C-1 2 35 26 1 2 x 63 27 1 4 x 63 10 C-1 /2 36 26 1 2 x 76 3/4 27 1 /4 x 76 3/4 11 C-22 37 x 26 37 3/4 x 26 12 C- 23 37 x 38 1 4 37 3 4 x 38 1 4 13 C-24 37 x 50 5 8 37 1 4 x 50 5%8 14 C-25 37 x 63 37 3/4 x 63 15 C-26 37 x 76 3/4 37 3 4 x 76 3/4 16 C-32 53 1 8 x 26 54 x 25 17 C-33 53 1 /8 x 38 1 4 54 x 38 1 4 18 C-34 53 1 8 x 50 5 8 54 x 50 5 8 19 C-35 53 1 8 x 63 54 x 63 20 C-36 53 1 8 x 76 3/4 54 x 76 3/4 21 CD-22 74 x 26 74 344 x 26 22 CD-23 74 x 38 1 /4 74 3/4 x 38 1 4 23 CD-24 74 x 50 5 8 74 3/4 x 50 5 8 24 CD-25 74 x 63 74 3/4 x 63 25 CD-32 106 1 4 26 107 x 26 26 CD-33 106 1 4 x 38 1 4 107 x 38 1 27 CD-34 106 1 Z4 x 50 5 8 107 x 50 5 8 28 CD-35 106 1 4 x 63 107 x 63 Area -Tabulations INDICATES P.S.F OF WIND PRESSURE @ OPENING Living: 1 st floor: 1561 Sf 2nd floor: N/A Sf Total Living: 1561 Sf entry: 38 Sf patio: 189 Sf NOTES: 1. GARAGE DOOR TO BE garage: 453 Sf CERTIFIED BY MFR. FOR 120 M.P.H. 2. ALL TUB & SHOWER UNITS WILL Other: N/A Sf HAVE ANTI -SCALDING DEVICES Total Area: 2241 Sf 3. POWERS STEEL LINTEL SYSTEM MAY BE SUBSTITUTED FOR PRE -CAST LINTELS. THE L-2 WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE REQUIRES NO REBAR EXCEPT OVER SCALE DIMENSIONS. Contractors shall verify IN TOP COURSE OF "U" BLOCK and be responsible for dimensions and conditions U.N.O. of the job and Home Design Services, Inc. must 4. ALL EXTERIOR DOOR ROUGH OPENINGS ARE TO BE 4" LARGER IN WIDTH. be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Floor �� a n INSTALLED. 5. ALL EXTERIOR HEADERS ARE TO BE INSTALLED 8'-0" FROM FINISHED FLOOR UNLESS Scale: 1/4"=1'-0" OTHERWISE NOTED. J U N co LL V / O 0 • cn � � U W � I � OC)/w^ _C^) (n L CD • N / a I\ o 00 (0 Q E � W 0 o V ) Q U U Z `�- � Z °' cn o J 5 / v l Irl IJ -4-C N W C)(-D D °' __J00O 0 _ O I_ Q U 0> L � �-- Q U O00 F= 0" F7 7'1 0 N ASSAU C LOT 70 V.B. drawn by MV checked by SC date OS.07.04 scale AS NOTE® job no, 04-5221 drawing no. THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. revisions by 0 I 5'-0„ 15- 4" 4'-8" 5'-0" H.B. 2'-8„ 24'-8" 22'-0' 24%24"x12" W/ 3-#5 - E.W. 24"x24"x12" i- W/ 3-#5 - E.W. . FF--- -- IN ■ ----------------------- --- I 0 I. I I 12 i■ ®■ - ■-- D1 I � �- � ■ 00 I I I 3 I D1 2'-4" 8'-8" 4'-8" 6'-8" 24' I o I i 12 i W0 3 I D1 I I d I I I I o - _ 3 1/2" D1 I � I • 80 SL_ GL__DR.--- ■ ■ ■ ■ ^ ----- ---------------------------------1 44 d cv D 2 ■ GD1 - I 000 I I I 00 I I - o i 0 I c0 + C\I iI) I LAV. +I \1- 0 I 1'-6" 9'-0" �- 00j 6'-0" I J�� TUB of DI<S i ■ SH�� o 10 I I - - 00 nI I + ,3\ I D. W Q0 I I I 0 00 3' -10" -L-� 10'-5" 7, -2>' _8„ 0 � ELEV. 0,-0„ A.E.E. _ FI----�,1i 4„ `n D1 - D1 ii REF. li+ - - o _ II I 4" PVC PIPE Sx4'x4" CONC. P D II� I WFOR A/C LINE i �I @ 8" FROM WALL 0 21-0"11 2'-8" 1, 3'-1" 1, 6'_7" . � I _I nL--J� 26 i <t �---- D2 I 9TW.H �0 00 Lo A/C,'/i -----------T_ J11D \ I ■ Z----- / � (TUB01 LAV. HOWEF 5 PRE PLUMB COMP. - -� ■I 4 3068 W/ �\ 21068 SL-D2 _�,� I IF-W - ■ ■ - ^ 00 0 I I 4'-2" 6'-6" 3 1/2" �Y 8'-8" I I I I I I 0 ■ `p 0 Q C] - < o Un z I LLJ - j w d 00 I I D1 > � D1 12 I I D1 I i 100 � D2 I ■ L----------- - - -- --- cal IN D1 0 - I H.B. °° INDICATES 12 r9 `n STONE (VENEER I D2 [" WATERSTOP D1 * 16'x7' O.H. GAR. DR- 1° ■ 4'-8„ I I 5'-0" 14' - 4" 6'- 4" F• • 1'-a„ ■ INDICATES STONE VENEER 16'-0" 19'-4" L-iI 1'-8„ STRUCTURAL NOTES: 8) VERIFICATION OF FIELD CONDITIONS: 1 CODES: 8.1 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME, WHERE 1.1 CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE 2001" THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH CONDITIONS SHALL BE CALLED TO THE DESIGNER'S ATTENTIION AND NECESSARY ADJUSTMENTS AS ADOPTED BY THE COUNTY AND AS APPLICABLE AMENDMENTS. MADE PER DESIGNER'S INSTRUCTIONS. 8.2 ALL WRITTEN DIMENSIONS PER PLAN TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2) DESIGN CRITERIA: 8.3 CONTRACTOR SHALL COORDINATE ALL THE WORK OF TRADES INVOLVED. 2.1 DWELLING FLOORS - - - - 40 PSF LIVE LOAD 8.4 ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MANUFACTURERS 2.2 BALCONIES - - - - 40 PSF LIVE LOAD RECOMMENDATIONS AND SPECIFICATIONS. 2.3 ROOF LIVE LOAD - - - 20 PSF LIVE LOAD 8.5 CONTRACTORS SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DETAILS AND SPECIFICATIONS FOUND IN THESE DRAWINGS PROVIDED NOTIFICATION AND APPROVAL OF ARCHITECT/DESIGNER PRIOR TO EXECUTION. 3 SOIL: 3.1 FOUNDATIONS ARE BASED ON PRESUMPTIVE BEARING CAPACITY OF A MINIMUM 2000 PSF ON UNDISTURBED ROCK OR SAND. VERIFY ACTUAL CONDITIONS PRIOR TO PLACING OF FOOTING. IF FOUNDATION IS ON PREPARED FILL, VERIFY SUITABILITY OF FILL FOR USE AS FOUNDATION BEARING MATERIAL. 3.2 RECOMPACT DISTURBED SOIL IN FOOTING BOTTOMS PRIOR TO PLACEMENT OF CONCRETE. NOTE: TABLE 2306.1 NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. 3.3 FOUNDATIONS SHALL BE CENTERED UNDER SUPPORTED COLUMN WALL U.N.O. TABLE 2306.1 FASTENING SCHEDULE 4) CONCRETE: CONNECTION FASTENERS NUMBER OR SPACING JOIST TO BAND JOIST, FACE NAIL 4.1 STRUCTURAL CONCRETE SHALL CONFORM TO THE ACI 305 SPECIFICATIONS 16d COMMON 3 JOIST TO SILL OR GIRDER, TOE NAIL 8d COMMON 3 BRIDGING TO JOIST, TO NAIL EACH END Sd COMMON 2 AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH: LEDGER STRIP 16d COMMON 3 AT EACH JOIST FOOTINGS /SLABS - - - - - - - - 2500 psi 1X6 SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 8d COMMON 2 BOND BEAM BEAMS, COLUMNS -------- 3000 psi COURSE GROUT ( ) P OVER 1X6 SUBFLOOR TO EACH JOIST, FACE NAIL 8d COMMON 3 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE N;ARd COMMON 2 BEAMS, COLUMNS - - - - - - - - 3000 psi SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d COMMON 16" O.C. 4.2 ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A-615 AND TOP OR SOLE PLATE TO STUD, END NAILED COMMON 2 8d STUD TO SOLE PLATE TOE NAIL 8d COMMON 4 SHALL LAP MIN. 40 BAR DIAMETER TYP. THROUGHOUT BEAMS, COLUMNS, FOOTINGS ( ) DOUBLED STUDS, FACE NAIL 10d COMMON 24" O.C. DOUBLED TOP PLATES, FACE NAIL 10d COMMON 16((" 4.3 WELDED WIRE FABRIC (WWF): ASTM A185. FACE NAIL ))O.C. CONTINUOP OUS' LAP )10.C.OALd3Al00ECOMMON 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. HEADER, TWOEPEICESONS 16d COMMON 1(6 ACH EDGE CEILING JOIST TO PLATE, TOE NAIL 8d COMMON 3 4.5 PROVIDE THE FOLLOWING COVERAGES OVER REINFORCING: BOTTOM TOPSIDES / / CONTINUOUS HEADER TO STUD, TOE NAIL - COMMON 3 CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3 16d OR 4)10d COMMON FOOTINGS: 3"/2"/3" BEAMS: 1 1/2" COLUMNS: -/-/1 1/2" CEILTING JOISTS TO PARALLEL RAFTERS, FACE NAIL - �3316d OR �h 10d COMMON RAFTER TO PLATE, TOE NAIL 8d COMMON 4.6 SEE CONCRETE BEAM SCHEDULE FOR MINIMUM STEEL LAP REQUIREMENTS 1' BRACE TO EACH STUD AND PLATE, FACE NAIL 8d COMMON 2 1X8 SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 2 4.7 EARTH SUPPORTED SLABS: ( INCLUDING EXTERIOR WALK AND DRIVE SLABS): 4" THICK OVER 1X8 SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 3 BUILT-UP REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AT MID DEPTH OF SLAB. FIBERMESH MAY BE CORNER STUDS 16d COMMON 24" O.C. BUILT-UP GIRDERS AND BEAMS, OF THREE MEMBERS 20d COMMON 32" O.C. AT TOP & BOTTOM USED IN LIEU OF WWF AT THE CONTRACTOR'S OPTION. & STAGGARED 2 ENDS & AT EACH SPLICE 4.8 CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C-94-78A 2" PLANKS 16d COMMON 2 EACH BEARING STUDS TO SOLE PLATE, END NAIL 16d COMMON 2 EACH END 4.9 FILL FOR SLAB SHALL BE PLACED IN 12" LAYERS AND ROLLED AND/OR COMPACTED TO MINIMUM FIELD DENSITY OF 95% AS MEASURED BY THE GYPSUM WALLBOARD MODIFIED PROCTOR TEST PER AASHTO-T-180. ALL FILL SHALL BE CLEAN SAND, 1/2" 1-3/8" DRYWALL NAIL 7" O.C. ON CEILINGS FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. LLS C 4.10 ALL DOWELS, SLEEVES, CONDUIT, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND DRAINS 5/8" 1-1/2" DRYWALL NAIL 78 O ONNCE SHALL BE IN PLACE BEFORE CONCRETING. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ACHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. NOTE: 5) MASONRY: FOR OTHER TYPES OF CONNECTION- REFER TO THE TABLE, 2001 FLORIDA BUILDING CODE 5.1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR MASONRY CONSTRUCTION' (ACl/ASCE 5.30-99) AND SPECIFICATIONS FOR MASONRY CONSTRUCTION (AC1530.1-99/ASCE 6-99). 5.2 USE TYPE "S" MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI. 5.3 MASONRY UNITS SHALL CONFORM TO ASTM C90 OR C146 WITH MINIMUM NET 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. COMPRESSIVE STRENGTH OF 1500 PSI. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A 5.4 PROVIDE FILLED CELLS WITH 1-#5 REBAR AS SHOWN IN THE PLANS . FILLED CELLS WITH NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 2-#5 ( ALT. 1- # 7 ) - VERTICAL SHALL BE LOCATED AT EACH SIDE OF OPENINGS 10'0" AND 3. BEARING WALL NAIL PATTERN 1. PLYWOOD: (FIELD) USE 8D NAILS ©12" 0/C 5�I I ROOF EDGE 5�I I - GREATER, AT ALL GIRDER BEARINGS, INCLUDING HIP -SET GIRDERS. 8DILS NAILS 10"O�" 0/0 2. GYPSUM: (FIELD)(EUDSE)5USE ` 1 5.5 CONCRETE FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING A "PENCIL" VIBRATOR. (EDGE) USE 5D NAILS © 7' O/C @, Q Zh' 4. ROOF NAILING PATTERN ( UNLESS NOTED OTHERWISE) QZONE 1 - USE 8D COMMON NAILS @ 6" O/C AND RID 6 WOOD: ATEDGES 6" O.C. INTERMEDIATE FRAMING OZONE 2 - USE 8D COMMON NAILS © 6" O/C AT EDGES AND 6" O.C. INTERMEDIATE © © FRAMING �4' Q3 ZONE 3 - USE 8D COMMON NAILS @ 4" AT EDGES IDS FOR GABLE END AND 6" OTHERWISE AND It I 6.1 WOOD FRAMING STRUCTURAL MEMBERS: #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) 6" O.C. INTERMEDIATE FRAMING 5 5• 1/2" GYPSUM CEILING: USE 5D NAILS ® 7" O/C ZONE CHART WITH AN ALLOWABLE BENDING STRESS Fb = 1250 PSI AND A MODULUS OF 6. SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS. ELASTICITY = 1,600,000 PSI (DOES NOT INCLUDE INTERIOR NON LOAD BEARING STUD WALLS). 7. END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED 6.2 ALL NON-STRUCTURAL LUMBER SHALL BE "H.F." OR "S.P.F." (MIN Fb= 750 PSI) AND OCCUR OVER FRAMING MEMBERS. UNLESS SPECIFIED OTHERWISE ( FILLER BLOCKING MATERIAL, ETC.) 6.3 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, 1995 EDITION AND HIB 91 ( IF APPLICABLE). 6.4 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED. 5.5 ROOF SHEATHING: REFER TO ROOF PLAN WALL SHEATHING: REFER TO FLOOR PLAN FLOOR SHEATHING: 23/32" APA RATED 32/16 EXPA CDX PLYWOOD w/ 8d COMMON NAILS @ 4" O.C. EDGES, 6"O.C. FIELD 6.6 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7 STEEL: 7.1 ALL STRUCTURAL STEEL SHALL BE ERECTED IN ACCORDANCE WITH A.I.S.C., "MANUAL OF STEEL CONSTRUCTION". ALL STRUCTURAL STEEL SURFACES BELOW GRADE AND WITHIN 6", MEASURED VERTICALLY ABOVE GRADE, SHALL BE COATED WITH BITUMINOUS PAINT. 7.2 ALL STRUCTURAL TUBING SHALL BE CARBON GRADE STEEL IN COMPLIANCE WITH ASTM A500, GRADE B ( Fy= 36 KSI). ALL OTHER STRUCTURAL STEEL ( BASE PLATES, CONNECTION BUCKETS,ETC.) SHALL BE CARBON GRADE STEEL NOTE: ALL DIMENSIONS FOR VERTICAL STRINGS ON POURED CELLS ARE EITHER + OR -. AS AN ALTERNATIVE TO THE SOIL TERMITE TREATMENT, THE WOOD TREATMENT BORA-CARE SYSTEM COULD BE USED AS A PREVENTIVE METHOD OF TERMITE TREATMENT WHEN APPLIED BY AN AUTHORIZED BORA-CARE PRETREATMENT CO. (PER FBC 2001 SECTION 1816.1.8) SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND MARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA FL. LIC. NO. 31707 BUILDING CODE 2001 EDITION. DATE - 1 .BASIC WIND SPEED - 120 MPH.(@ 3 SEC. GUST.) MAY 0 7 2004 2WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY B SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT -10.18 5,COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT d0.18 INCLUDED) LEGEND: ■ -INDICATES FILLED CELL OF 8" C.M.U. WALL W/ 1-#5 REBAR VERT. CONT. FROM FTC. TO BOND BEAM. FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4" THICK WITH FIBER -MESH REINFORCEMENT OVER TERMITE TREATED SOIL WITH 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. OR FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4" THICK WITH 6x6 10/10 GUAGE REINFORCING MAT. WITH MIN 1" COVER. TERMITE TREATED SOIL WITH 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Foundation Plan Scale: 1/4"=1'-0" U N C 0 0 00 C) LO Q0 o CO Q E S_ Q LLJ (n -E- X S < C) z 0-) N V) 4, Cn d Ln -_� v c\1 441 00 C U O F Q U Q U 0 00 Ln 0 N ASSAU C LOT 70 V.B. drawn by M V checked by SC date 05.07.04 scale AS NOTED job no. 04-5221 drawing no. THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. revisions by ❑ -U 0 12 12 6 � �6 1 13'-0" BRG., -' © ENTRY `r O 9'-4" BRG. 9'-4" BRG. 8'-0" HDR. ��HUY41yH11y"Lly"Lly I' [Jy8'-0" BRG. 1'-4' Q GARAGE O.H. TYP. 18 0 -0 FIN. FLR. 0'-0" FIN. FLR. 34 Front Elevation 99C99 SCALE: 1 /4" = V-0' 9'-4" BRG. 8'-0" HDR. 0 26 E:1 TEMP. TEMP. 0'-0" FIN. FLR. 9'-4" BRG. �r 8'-0" BRG. 0'-0" FIN. FLR. Left ❑ evation SCALE: 1 /4" = V-0" Right Elevation SCALE: 1 /4" = 1'-0" 9'-4" BRG.�L 8'-0" BRG. 0'-0" FIN. FLR. * 9'-4" BRG. 8'-0" HDR. PLAN RIGHT VIEW SIDE Keystone Detai 3C SCALE: 1 /4" = V-0" SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND MARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA 0'-0" FIN. FLR. „� FL. LIC. N0, 31707 BUILDING CODE 2001 EDITION. 1 .BASIC WIND SPEED - 120 MPH.(@ 3 SEC. GUST.) DATE MAY 0 7 2004 2WIND IMPORTANT FACTOR - 1.0 IWIND EXPOSURE - CATEGORY B SIGNATURE 4,INTERNAL PRESSURE COEFFICIENT d0.18 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT 10.18 INCLUDED) NOTE: ALL BANDING IS TO BE [" THICK. FXTFRIOR FINISHING NOTFS 1. Composition shingles over #15 felt. 2. Concrete tile roof installed as per manufacturer's specifications. 3. Cricket as condition req. 4. Roof window 5. Chimney Cap/Spark Arrestor 6. Typical Textured Finish 7. 4" Smooth Textured Trim/Band 8. 6" Smooth Textured Trim/Band 9. 8" Smooth Textured Trim/Bond 10. 12" Smooth Textured Trim/Band 11. Raised Panel 12. Key Stone 13. Quoins (Brick or Textured Finish) 14. 4" Frieze Trim 15. 8" Frieze Trim 16. 12" Frieze Trim 17. Stone Veneer 18. Soldier Coursing 19. Rowlock Coursing 20. Light Conc. Mortar Wash 21. Cont. Ridge Vent, as req. 22. Off Ridge Vent, as req. 23. R.S. Cedar 24. R.S. Plywood 25. 4" Wood Trim 26. 6" Wood Trim 27. 8" Wood Trim 28. T-11 Siding 29. 4" Lap Siding 30. 8" Lap Siding 31. Wood Louver Vent 32. Wrought Iron Railing 33. Treated Wood Hand Railing 34. Painted Block WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Scala: 1/4"-1'-0" N ASSAU C LOT 70 V.B. drawn by My checked by SC date 05.07.04 scale AS NOTED job no. 04-522 1 drawing no. 12 6 }�9'-4" BRG. 8' 0" H D R. 9'-4" BRG. - �0'-O" FIN. FLR. b -U F1UK. O 0'-0" FIN. FLR. 9'-4" BRG. �L8'-0" HDR. �0'-0" FIN. FLR. Rear Elevation SCALE: 1 /4" = V-0" �� �,r0�, ��C�ion PLAN FOR FOOTING SIZES 4 SCALE: 1 /4" = 1'-0" 9'-4" BRG. SEE DETAIL SHEET FOR -ASCIA 0'-0" FIN. FLR. Ell IC DW 0A Kitchen LIGHTS \ o00000 I MIRROR SPLASH TU B 0000 Master Bath Master Bath Bath UF3 2-VSB36 UF3 3 2-W4: N CI .❑ of I. HOOD SPLASH °°°° = o 0 ° I REF. RANGE 0 _ 0 Bath�2 TB9 Kitchen � L.aun. Cabinet Layouts Scale: 1/4" = V-0" I THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. 4 N 001EI cV 4 a I RANGE B24 REF. E �aundry 1-830 3015 430 I F Arch I W3612 (�X=TERIOR FINISHING NOTES THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND /ARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA FL. LIC. NO. 31707 BUILDING CODE 2001 EDITION. y .BASIC WIND SPEED - 120 MPH.(© 3 SEC. GUST.) DATE MAY n i 2004 2 WIND IMPORTANT FACTOR - 1.0 ..WIND EXPOSURE - CATEGORY B SIGNATURE 4,INTERNAL PRESSURE COEFFICIENT d0.18 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT � M d0.18 INCLUDED) 1. Composition shingles over #15 felt. 2. Concrete tile roof installed as per manufacturer's specifications. 3. Cricket as condition req. 4. Roof window 5. Chimney Cap/Spark Arrestor 6. Typical Textured Finish 7. 4" Smooth Textured Trim/Band 8. 6" Smooth Textured Trim/Band 9. 8" Smooth Textured Trim/Band 10. 12" Smooth Textured Trim/Band 11. Raised Panel 12. Key Stone 13. Quoins (Brick or Textured Finish) 14. 4" Frieze Trim 15. 8" Frieze Trim 16. 12" Frieze Trim 17. Brick Veneer 18. Soldier Coursing 19. Rowlock Coursing 20. Light Conc. Mortar Wash 21. Cont. Ridge Vent, as req. 22. Off Ridge Vent, as req. 23. R.S. Cedar 24. R.S. Plywood 25. 4" Wood Trim 26. 6" Wood Trim 27. 8" Wood Trim 28. T-11 Siding 29. 4" Lap Siding 30. 8" Lap Siding 31. Wood Louver Vent 32. Wrought Iron Railing 33. Treated Wood Hand Railing 34. Painted Block WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Devations & Sections Scale: 1/4"-1'-0" U N ASSAU C LOT 70 V.B. drawn by Phi V LAS cked by SC date 07.0� cale NOTED b no. 522 1 drawing no. Z- C C SMYTH CUMBER CP, REEF TRUSS DIVISIM 722 SOUTH APOPKA BLV RP❑PKR, FL 32703 (407) 299 - 1522 FAX (407) 299 - 9153 nglneering Certlficat )F Authorization # 921E NOTES 1) IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS AGAINST FIELD CONDITIONS AND DESIGN INTENT. (REFERENCE: SECTION (A,2A) ANSI/TPI 1-1995 APPROVED, NAME (PRINT) SIGNED ----------------- DATE 2) TRUSSES MUST NOT BE CUT OR ALTERED IN ANY WAY WITH❑UT PRIOR AUTHORIZATION BY SMYTH TRUSS COMPANY, 3) TRUSSES THAT ARE CUT OR ALTERED WITH❑UT AUTHORIZATION WILL BE REPAIRED OR REPLACED AT CUSTOMER'S EXPENSE, 4) BACKCHARGES OF ANY KIND WILL NOT BE CONSIDERED WITHOUT PRIOR REVIEW AND WRITTEN CONSENT BY SMYTH TRUSS COMPANY DETRIES� 1) REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING, INSTALLATION, AND TEMPORARY BRACING) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED 2) ALL TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER TO VALLEY TRUSS DETAILS FOR ALTERNATE BRACING REQUIREMENTS 3) ALL VALLEYS TO BE CONVENTIONALLY FRAMED BY BUILDER 4) INTERIOR LOAD BEARING WALLS HANGER LEGEND ALL ROOF TRUSS HANGERS TO BE SIMPS❑N HUS26 OR USP (KANT—SAG) THD26 UNLESS NOTED OTHERWISE, SIMPSON 11 USP (KANT—SA AO— HUS26 OR THD26 0— HHUS26-20R THD26-2 (0— HHUS28-20R THD28-2 0— HHUS48 OR THD48 OE— HGUS26-20R THDH26-2 CF— HGUS28-20R THDH28-2 CG— HGUS28-30R THDH28-3 0— SUS/R210 OR SKH21OL/R 0— HGUS48 OR THDH48 V— THA422 OR MSH422 C — THAC422 OR MSH422IF- O — HUC410 OR HB4101F- ©— THJA26 OR HJC26 CONTRACTOR 1 MORRISON HOMES JOB NRSSRU R,B)C,D (1561) ADDRESS ; (STD) SCALE DATE LAYOUT I,D, DRAWN BY: NONE 11/27/0 Z22302A SLC/RH 0 0 0 0 i cu Cl C2 C3 C" 0 C CC C1 CD in Nil a 1 o 15'-4" 24'-8" (2) HETA 16 C1 — U U U U U U E1 C 4 C5 R18 M U U — U i E1 R9> 0 R8 :R7� RG R4 R3 R1 W 0 rz R2 BULD WALL TO 8/0' PLATE HEIGHT R 10 THEN KN EEWALL TO 8' 0" PL, HT. 13'0 " PLATE HEIGHT R11 RlE CD R1 W R13 0 R1'9 R15 C3— 22' 4" SP 4` R16 C R17 Cl C" cv c� cv U U U c� U U U C E C 14'-4" 6'-4" U C� U U U U U 19'-4" 40'-0" NOTE NO STRUCTURAL CHANGES FROM THE APPROVED PLANS SHALL BE MADE IN THE FIELD UNLESS, PRIOR TO MAKING CHANGES, WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER/ ARCHITECT OF RECORD. IF CHANGES ARE MADE WITHOUT WRITTEN APPROVAL SUCH CHANGES SHALL BE THE LEGAL AND FINANCIAL RESPONSIBILITY OF THE CONTRACTOR OR SUB —CONTRACTORS INVOLVED AND SHALL BE THEIR RESPONSIBILITY TO REPLACE OR REPAIR THE CONDITION AS DIRECTED BY THE ENGINEER. 0 i C3 C C1 0 CDX OR O.B.S. 15## FEL LATH AND PLYWOOD 7 Ci 0 STUCCO "J" METAL FLASHING 4x5 BASE SHINGLES FLASHING — CD 15## FELT _0 15/32" C.D.X. OR 7/16" O.B.S. (MIN. `CD 2.5:12 PITCH) C0 2x's @ 24" 0.� W/ HUGHES MP35 ATTACHED TO SHEATHING WHEN GREATER THAN V HELL I RAFTER Cricket And Flashing Detail NOT TO SCALE THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. N 0 TE -o ALL ROOF SLOPES AT 6:12 UNLESS OTHERWISE NOTED. SIMPSON CONNECTORS ISO 9001 REGISTERED EACH ROOF TRUSS AT CMU TO BE ATTACHED WITH (1)—HETA16 W/11—1061-1/2" NAILS CAP= 1365 # EACH ROOF TRUSS AT FRAME CONNECTION TO BE (1)—MTS12 ENDJACKS AND CORNER SETS MAY BE (1)— H 10 ROOF SHEATHING TO BE 1 \2" NOMINAL (OR 7/16" RATED 24/16) NAILED WITH 0.131 "x2-1 /2" MECHANICALLY DRIVEN NAILS AT 6" O.C. EXCEPT FIRST 4'—C" OF ENTIRE PERIMETER WHICH SHALL BE 6" O.C. FIELD AND 4" O.C. EDGE WALL SHEATHING TO BE 15/32" CDX OR 7/16" OSB NAILED WITH 8d CORROSION RESISTANT NAILS AT 6" O.C. FIELD 4" O.C. EDGE U.N.O. WITHOUT STRUCTURAL SHEATHING EXTERIOR BEARING WALLS TO BE 2x (SEE FLOOR PLAN) ##2 SPF, OR ##3 SYP @ 16" O.C. W/1 F13 AT TOP AND BOTTOM OF EACH FULL LENGTH STUD. (SIMPSON APPROVED EQUAL IS SP1 @ BOTTOM AND SP2 @ TOP) WITH STRUCTURAL SHEATHING EXTERIOR BEARING WALLS TO BE 2x (SEE FLOOR PLAN) ##2 SPF, OR ##3 SYP @ 16" O.C. W/ 1—H3 AT TOP @ 32" O.C. (SIMPSON APPROVED EQUAL IS A SP2 @ TOP) ROOF PLAN NOTES 1. All trusses shall be designed and certified by truss manufacturer's registered engineer. 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ALSO, TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS TO HOME DESIGN SERVICES, INC. FOR FINAL APPROVAL BEFORE FABRICATION. 3. All roof pitches are to be set as indicated on plans and elevations. 4. Top plate heights vary. See building sections, wall sections, and elevations for bearing heights. 5. Truss spacing shall be 24" o.c. unless otherwise noted. Conventional framing shall be 16" o.c. or as otherwise noted. 6. Truss manufacturer to provide all gable end trusses with intermediate stud members 24" o.c. max. 7. Roof decking as specified. 8. Overhangs will vary. See roof plan and exterior elevations. All overhangs greater than 18" shall be tacked on in the field. 9. Frame walls up to underside of roof trusses at all non —bearing walls and at volume area unless otherwise noted. 10. Align trusses and hand framing so as all gypsum wall board to be continuous from floor to ceiling. 11. Truss manufacturer to insure design consideration to the following additional loads: a: All ceiling hung soffits and soffits w/ cabinets as shown on plans. b: Attic located HVAC units as shown on plans. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Roof Ryan Scale: 1 /4"=1'-0" THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIN MARC❑S FIGUER❑A P,E, LOAD REOUIRMENTS OF SECTION 1606 OF THE FLORIDA FL, LIC, NO. 31707 BUILDING CODE 2001 EDITION, DATE LBASIC WIND SPEED — 120 MPH,(@ 3 SEC, GUST,) 11Ay ft 7 2004 2,WIND IMPORTANT FACTOR — 1,0 3,WIND EXPOSURE — CATEGORY B SIGNATURE 4,INTERNAL PRESSURE C❑EFFICIENT ±0,18 5,C❑MP❑NENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE C❑EFFICIENT ±0,18 INCLUDED) revisions byLL LILJ U r� _U' U) (n O O W u) CU U W N C) 0- oO C) L0 �O U CD Q) Cn 0 E U)Q 2 do ?I W 0-) aj • J n d L r n 4- v J N __J 00 O 0 _ +, U r- U7 Q U0> W U CJ 0 00 Z Ln Ei 'I IE - id E SL11 N ASSAU C LOT 70 V.B. drawn by Mu checked by SO date 05.07.04 scale AS NOTED job no. 04-522 1 drawing no. �rvn revisions by U N (f) V 0 0 CD)Q0 u D N Q(X)Lo � Ln r Lo O E Q Q) Q - (J Q 0-) a� d u� u� Ln r n 4� v J N W C) J 00 0 [1- cn Q U 0 U C 03 O N ASSAU C LOT 70 V.B. drawn by MV checked by SC date 05.07.04 scale AS NOTED job no. 04-522 1 or drawing no. revisions by J U LL- � ' (% 0 0 V) U W �0 T �Q Q Co Co • N > +' 0 00 Co O E -'i- Q W �' �Q � z a o Q) () 4� E N W C)� 00 0 ---, U Q U 0 W Q) �- U C 00 Ln E:E'LJ I 0 N ASSAU C LOT 70 V.B. drawn by m V checked by SC date 05.07.04 scale AS NOTE® job no. 04-5221 op - drawing no. revisions by U N V) W d- (6 0 0 on�D U W U) C) 0 N � �D coo • N -� o � �0 s Q W _X� o Q C) • N 4- N 00 0 iE 0 r- Q v 0 W Q- OCD 00 Z T' E I N ASSAU C LOT 70 V.B. drawn by m V checked by SC date 05.07.04 scale AS NOTED job no. 04-5221 drawing no. � r IL L PRECAST ABOVE NOTE: • MIN. 7/16" STRUCTURAL SHEATHING REQ,D ON BOTH SIDES OF ARCH W/ 2 P.T.2x4 MIN. 6dNAILS @ 6" O.C. TO SIDE & TOPNAILER. TYPICAL) •2X8'S OR 2X6'S MAY BE USED. 2X4'S EVENLY SPACED(TYPICAL) W/(2) 8 d's FASTENERS ON BOTH ENDS @12" O.C. MAX. (TYPICAL) TRANSITIONN FROM 1X TO 2X BUCK 2 X P.T. SHOT TO C.M.U. WITH EITHER (2) 0.145 DIAM. HILTY/RAMSET C.M.U. C.M.U. PINS STAGGERED WITH 1-3/4"MIN. @12" O.C.MAX OR (1)7/16" TAPCON W/1-3/4"MIN.EMBEDMENT @12"O.C. MAX. NOTE: MINOR CHANGES MAY TYP. ARCH OPENING @ CMU OCCUR AS PER INDIVIDUAL OPENING. SCALE: NTS. 2X4'S EVENLY SPACED(TIPICAL) W/(2) 8 d's ON BOTH ENDS TRANSITION FROM 1X TO 2X BUCK NOTE: -MIN. 7/16" STRUCTURAL SHEATHING REQ,D ON BOTH SIDES OF ARCH W/ HEADER/CONVENTIONAL 6dNAILS @ 6" O.0 TO SIDE & TOPNAILER. FRAMING PER LOCATION ,2X8'S OR 2X6'S MAY BE USED. CONVENTIONAL / -- FRAMING AS PER PLAN C.M.U. 2 X P.T. SHOT TO C.M.U. WITH EITHER (2) 0.145 DIAM. HILTY/RAMSET PINS STAGGERED WITH 1-3/4"MIN. @12" O.C.MAX OR (1)7/16" TAPCON W/1-3/4"MIN.EMBEDMENT @12"O.C. MAX. NOTE: MINOR CHANGES MAY OCCUR AS PER TYP. ARCH OPENING @ FRAME OVER CMU INDIVIDUAL OPENING. SCALE: NTS. THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. HCDPL/H EA. STUD TOP & BOTTON U.N.O. DBL 2x4 TOP P DBL HEAD U.N.O. LATE 2x12 ER 2x4 PT. BOTTOM PLATE _V 1/2" ANCHOR BOLTS AS SHOWN ON BAY WINDOW PLAN 6 BAY ELEV. D3 N.T.S. 2X8 P.T. MIN. 7/16" OSB EXT. SHEATHING (TYIP CAL)BUCK W/6d NAILS @ 6 O.C. TO SIDE PRE-ENGINEERED TRUSS @ & TOP NAILER E.A. SIDE PER PLAN 24" O.C. STRAPED AS -- DOOR OR WINDOW PER PLAN PER TRUSS PLAN ATTACHED DIRECTLY TO STRUCTURAL BUCK PER o DOUBLE 2"X TOP PLATE MANUFACTURER'S RECOMENDATIONS INSTALLATION INSTRUCTIONS. LJ 2"X STUDS @ 16" O.C. w LL H 2.5TOP &BOTTOM EA STUD � �2X- x OPTIONAL CONECTION AT BOTTOM OF STUD, HETA 16 F (OR 2X CONVENTIONAL FRAME z SPH4 EACH STUD. STRUCTURAL 2X8 BUCK W/1/4" HETA 16 @ E.A. STU 2X KNEEWALL AS Q � DIAMETER TAPCONS AT 6 O.C. (TYPICAL) PER PLAN „ AND AT 3 FROM ENDS AND w EDGES. OR (2) ROWS OF 0.145" BLOCKING L DIAMETER HILTI/RAMSEY PINS KEVENLYSPACED 2"X P.T. SOLE PLATE STAGGERED AT 6" O.C., AT 3" 2)8d's ON - FROM ENDS AND 2" FROM EDGES. TH SIDES 1/2" DIA. X 8" ANCHOR PICAL) �---` LI BOLTS OR 1/2" DIA. X 6" FASTENERS EMBEDED IN TO BLOCK EXPANSION BOLTS @ 3 > 1� MINIMUM. TYPICAL. 32" O.C. W/ 2" DIA. X CX OR 2X #2PT. BUC 1 X OR 2X #2PT. BUCK 1 /8" WASHERS 2X8 #2PT TO CMU W/1 /4"X3" TAPCONS 3"MAX.FROM ENDS AND @ 6"O.C. MAX. (TYPICAL) D U PC LINTEL U NOTE#1: 2 X P.T. SHOT TO C.M.U. WITH EITHER (2) 0.145 DIAM. HILTY/RAMSET PINS STAGGERED WITH 1-3/4"MIN. @12" O.C.MAX OR (1)7/16" TAPCON W/1-3/4"MIN. EMBEDMENT @12"O.C. MAX. NOTE#2 MINOR CHANGES MAY OCCUR AS PER INDIVIDUAL OPENING, ENTRY DOOR/WINDOW DETAIL SCALE: NTS. SIMPSON HETA16 @ EACH STUD MAY BE USED INSTEAD OF THE ANCHOR BOLT AND H2.5 @ BOTTOM. KNEE WALL TO MASONRY TYPICAL BUCK DETAIL SCALE: NTS. GENERAL MOTES INTERIOR BEARING WALL BOTTOM P.T. PLATE MAY BE SHOT W/ 2-7/8" MIN. .145 DIA. HILTE / RAMSET PINS @15" O.C. MAX. IN LIEU OF 1 /2" ANCHOR BOLTS. ONLY NON UPLIFT PARTITIONS REBARS MAY BE DRILLED AND EPDXIED W/ MIN. 6" EMBEDMENT WHERE TRUSS STRAPS ARE NOT IN PROPER PLACEMENT . 3- 3/16"x1-3/4" TAPCONS MAY BE USED TO INSTALL TO BLOCK / C.M.U. W/ MIN. 16" STRAP ALL INTERIOR BEARING WALLS TO BE #3 KID SYP OR #2 SPF UNLESS NOTED OTHERWISE. REBARS MAY BE FIELD BENT (COLD) ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE, OR MASONRY SHALL BE PRESSURE TREATED. FOR LOAD BEARING STUDS, NO. 3 GRADE, STANDARD GRADE OR STUD GRADE SHALL BE USED. FOR NON LOADBEARING STUDS, UTILITY GRADE OR BETTER SHALL BE USED. FOR JOISTS .AND RAFTERS SHALL BE AS THOSE OBTAINED IN IN AF & PA DESIGN VALUES FOR JOISTS AND RAFTERS. 01- SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND MRCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA FL. LIC. NO. 31707 BUILDING CODE 2001 EDITION. .BASIC WIND SPEED - 120 MPH.(@ 3 SEC. GUST.) DATE 2WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY B SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT fO.18 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE 04 AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT d0.18 INCLUDED) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Details &Sections Scale: As Noted U 0 __j L � 0 O C ( O W � I � 0 T) Q c0 Qo s N > -'—' � 0 O O `�I_ Q W C) � a.� Q 4-1 x ; ° v J 0 � z ° � � _J U)+, °J d cn L -- C N W � 00 o 0 ° [1- Cn Q U0 0_ 00 00 Z Lo NASSAU C LOT 70 V.B. drawn by MV checked by SC date 05.07.04 scale L LAS NOT ED ojbn0. drawing no. I IL_. .. _. _. 1_-.1.. - _. _. __ __-__...____ .- _. __ ---- _ i_ 5/8" APA RATED CDX OR OSB MIN. SEE NAILING SCHEDULE ON ROOF TRUSS LAYOUT U.N.O. TYP. GABLE 2x4 CONT. (IF TILE ROOF IS USED SEE TILE END MANUFACTURER FOR 2x4 BLOCKING @ RECOMMENED SHEATHING) 16" MAX PANEL EDGE TYP. SEE TRUSS LAYOUT 2X4 DIAGONAL BRACING @ 4'-0" O.C. MAX START DIAL. BRACING 6' FROM END OF TRUSS IF ABLE TRUSSES 2x4 STUD MATCH ---� — — — VAULT LINE XT 2X4 BLOCKING FIRST 6' @ PANEL FINSH ON #15 FELT OVER 7/16 O.S.B OR CDX-�-i� EDGES 1/2" GYP. BOARD CEILING TYP. VAULTED TRUSSES 2x4 KNEE WALL @ 24" O.C. NAILED W/ 5D COOLERS @ 7" O.C. @ 16" OC.. 15 16d @12" O.C. 2x4 FIRE BLOCKING MIN. 2x4 MIN. P.T. PLATE CONT. W/1 /2" J, L, ANCHOR BOLTS OR REDHEADS @ 24" O.C. QW/4" 1 MIN. EMBED. U.N.O. BOND BM. W/1-#5 CONT. FILL CELL W/CONC. TA16 @ 32" O.C. MAX. 1/2" GYP. BD OVER 3/4" FURRING U.N.O. 16" TYP. GABLE _� MAX. END FINSH ON #15 FELT OVER 7/16" O.S.B. OR CDX U.N.O. 16d NAILS @ 12" 0. C. A ---- TA16 @ 32" O.C. MAX. U.N.O. OGABLE END DET. @ VOL. CEILING SCALE: 3/4"-V-0" 7/16" APA RATED CDX OR OSB MIN. SEE NAILING SCHEDULE ON ROOF TRUSS LAYOUT U.N.O, (IF TILE ROOF IS USED SEE TILE MANUFACTURER FOR RECOMMENED SHEATHING) 2x4 CONT. 2x4 BLOCKING @ PANEL EDGES TYP. 1st 3 TRUSS BAYS MIN, SEE TRUSS LAYOUT FOR SPECIFICATIONS \ 2X4 DIAGONAL BRACING @ 4'-0" O.C. MAX TO 3RD TRUSS C DIAGONALS MAY BE NAILED TO i BLOCKING W/4-12d AS NEEDED 2x'S MAY BE SQUARE CUT OR MITERED 1 /2" GYP. BOARD CEILING NAILED W/ 5D COOLERS @ 7" O.C. MAX. BOND BM. W/1-#5 CONT. FILL CELL W/ CONC. 2x4 P.T. PLATE CONT. W/1 /2" J, L, ANCHOR BOLTS OR REDHEADS @ 24" O.C. W/ 4" MIN. EMBED. U.N.O. 1/2" GYP. BD OVER 3/4" FURRING 8" C.M.U. - #5 @ 8'-0" O.C. (MAX) & 1-#5 @ EA SIDE OF OPG. SEE FOUND. PLAN FOR REINF. REQUIREMENTS eCABLE END WALL DET N.T.S. Y2"X6 (4 )/2" EMB.) WEDGE ANCHORS OR ANCHOR BOLT WITH 2" SQUARE WASHERS LOCATED @ 1', 4', &7' (WITHIN 6" OF SUPPORT BRACKET FOR GARAGE DOOR)FROM THE BOTTOM & MIN. EDGE DISTANCE. GARAGE DOOR TYP. DETAIL NOT TO SCALE CDX PLYWOOD OR O.B.S. 7 15# FELT-7 LATH AND STUCCO - "J" METAL FLASHING 4x5 BASE FLASHING SHINGLES 15// FEL 15/32" C.D.X. 0 7/16" O.B.S. (MIN. 2.5:12 PITCH) 2x's @ 24" 0. . W/ HUGHES MP35 ATTACHED TO cc� SHEATHING WHEN GREATER THAN RAFTER Cricket And Flashing Detail NOT TO SCALE RT12 U.N.O. 2x4 FRAME WALL 1/2" J, L, OR REDHEAD BOLT @21 "O.C. MIN. 'EMBED 4" MIN. TO 2x4 PT BOTTOM PLATE P.T. 2x4 W/ 3-\" SEE FLOOR PLAN ANCHOR BOLTS FOR BAY WINDOW TO BLOCK - DIMENSIONS DETAIL 24 (7)BAY WINDOW FRAMING PLAN D3 SCALE: [" = V-0" PRECAST HEADER U.N.O. THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. KNEE WALL FRONT ENTRY DETAL NOT TO SCALE 2X4 VERT.@ 48" O.C. PLACED ABOVED TRUSSES BELOW SIMPSON H5 OR H25 2X8 RIDGE _ - EACH 2X4 2X6 RAFTERS VERT. 24" O.C. 2X8 ON FLAT SIMPSON H5 OR H25 - EACH 2X4 OOF DECK LVL SIMPSON --PRE ENG. WD. H5 OR MTS1 r TRUSSES @ 24" O.C. - EACH 2X4 INTERSECTION Vallev Framina Detail NOT TO SCALE COVERED PATIO DETAIL NOT TO SCALE / SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND JARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA FL. LIC. NO. 31707 BUILDING CODE 2001 EDITION. 1.BASIC WIND SPEED - 120 MPH.(@ 3 SEC. GUST.) DAME MAY 0 i 2004 2 WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY B SIGNATURE 4,INTERNAL PRESSURE COEFFICIENT -10.18 J�5.COMPONENT/ CLADDING DESIGN WIND PRESSURE ll AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT j -ffl.18 INCLUDED) EA. TRUSS LAYOUT WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Details &Sections Scale: As Noted revisions by LA N ASSAU C LOT 70 V.B. drawn by M V Lchecked by SC date .07.04scale NOTEDjob no. —5221 drawing no. :D Z— revisions by THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND ARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA FL. LIC. NO. 31707 BUILDING CODE 2001 EDITION. 1 .BASIC WIND SPEED — 120 MPH.(© 3 SEC. GUST.) SATE MAY 0 7 2004 2 WIND IMPORTANT FACTOR — 1.0 3.WIND EXPOSURE — CATEGORY B iIGNATURE 4.INTERNAL PRESSURE COEFFICIENT 10.18 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT 10.18 INCLUDED) ELECTRICAL LEGEND �J Ceiling Mounted Light PC Pull Chain Light Recessed Light I W� Wall Mounted Light Wall Wash Recessed Q Duplex Receptacle 220 V Receptacle 1/2 hot, 1/2 switched WP Water Proof Receptacle Floor Receptacle _ Pre —Wire for Clg. Fan _IQGFI Ground Fault Interrupt $ Wall Switch $3 3—Way Switch �o Dimmer Switch ICI Telephone Jack N Cable Jack Pre —Wire Garage Door Opener Fluorescent Light Electrical Panel 00 Chime I 0 Door Bell/Garage Door Switch L= Disconnect Switch 0 Electrical Meter S.D. Smoke Detector Ceiling Fan �pp _ Wall Sconce O Q O Chandelier < IC Intercom c� Spot Light Flush Mount Fluorescent Light O3 Fan/Light Combination Motor Speaker Junction Box Track Lighting Theatrical Strip NOTES: 1. Owner to verify exact location of floor outlets in field. 2. Location of fixtures and/or outlets are suggested locations and meet most local code requirements. Additions or adjustments may be made between Owner and Builder in the field, or by Home Design Services, inc. as additional services, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Electrical Fixture Layout Scale: 1/4"=1'-0" J N (f) 0 o 0-)Q0 o W o Q N �C `�' Q0 CD • Qo N > -� 0 00 Q W �- -- x o Q 0 V) • rD 4- N W C)(-D D Q) _J CO 0 C_ r .� O O F-- (n Q U O 0- U 0 O CD E:1 El A _ -X" 09 NASSAU LOT 70 V.B. drawn by Ni V checked by SC date 05.07.0-4 scale AS NOTED job no. 0---522 1 drawing no. CI