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HomeMy WebLinkAbout101 Venetian Bay Cir 04-1578 New SFHPERMIT,A/DR94 CONTRACTOR ADDRESS PHONE NT MBER _ PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT #r"T - �'. DATE PERMIT DESCRIPTION PERMIT VALUATION�� SQUARE FOOTAGE I a 3 revisions I by u Ile III N A i9�REV161CNS il�� ,,i Y'� i�ii ICI ���J ,���� im�mWNU N� CHANGE DATE DESCRIPTION A5/21/03 COVERED PATIO OPTION REVISION A5/21/03 SIZE OF WINDOW REVISION A5/21/03 FRONT ENTRY CEILING HEIGHT REVISON Q5/21/03 FRONT WINDOWS SIZE REVISON Q 5/21/03 5UMP OUT TO THE FRONT OF ENTRY ROOF REVISION Q SIZE OF SLIDING GLASS DOOR ON FAMILY ROOM REVISION 5/21/03 TO 1-3E 8'-0"X8'-0" Q5/21/03 STEP DOWN AT C-;ARAr:;E Q5/21/03 STANDARD TUB AT MASTER BATH Q5/21/03 OPT. DESK AT KITCHEN A5/21/03 CONC. PAD AT LANAI 11 5/21/03 OPT. DOOR AT MASTER BATH PER ANDY MORRI5ON HOMES SUPER.: Q2 1/10/03 ENTRY WAY 4 FOYER BRG.HGT.FROM 12'-0" CHANGE TO 14'-0" Q1/11/03 CHANGE BATHROOM LAYOUT TO OLD BATHROOM LAYOUT Q8/15/03 SIZE OF WINDOW REVISION CALL WINDOWS TO BE &'-0" TALL) EXEPT THE FRONT ONES AfRCHITECT: HOME DESIGN SEfRVICES/ INC. 500 CAFE COD LANE SUITE e ALTAMONT SFRINC:�S/ FL. -32114 Fk (40 1 ) 0(o2 _ 54,44 I ""A,,FW UILIDE 5: MOfRfRISON HOMES 1r31 SOUTH HALL LANE/ SUITE 200 MAITLAND/ FL. 321r51 FH: (40=1) 629=0011 FAX: (401) 629_r5202 5EAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND 1ARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 100o OF THE FLORIDA FL. LIC. NO. 31101 BUILDING CODE 2001 EDITION. DATE �. BASIC WIND SPEED - 120 MPH.() 3 SEC. GUST.) .WIND IMPORTANT FACTOR - 1.0 ,WIND EXPOSURE - CATEGORY B SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT ±0.10 ' n 5.COMPONENT/ CLADpING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT I V ±0.18 INCLUDED) m drawn by D IR checked by M.D.G. date 02/12/04 scale AS RIOTED job no. 04— 64-8 6 11 (OA 2-5H26 261-011 11'=0 11;.OIL 11'-�11 11= 1�1-oil 12'=�11 13'=8" 12'-Oil I A24.9 -32.8 HE5H2G IN ■ Ov II v /� /� " 2' ,. 11 10 1- 0 11 5edroom 3 - 10 0 0 J II � = 13 U Q ■ 1-11' -1111 23 O - -� - - "TIN O G DO ■ m = -2G .O 2 -- j�I /II'[� - u 2-SH2(o N `�®OI\ 0(D = 5H2G 9 -4 CLG. 0 Slttl�l 4 AE�'=/Jy11 0� 2'-O" �� O 9'-4110 ■ �' _ _u Q \ 01D 8 O u 8 0 \ - r o ■ I 1 0 1 1 Q� 2- F VE qT RANG-; HO D '� 2 9'-4" CLG. -I I I 6 Ma �'^7t�r 28/08 DR 24.9 O = I m 1 5a tf I J I 11 _ 5H2� -� )Master 5uI e 4 = 7 14 -u i _ O O 9'-4" CLG. 1123 = _ -- (fl F 13'- SC/II -t 31 �II 1'I'2 I Gil 2I 11 3, IIli 1'=1SC/" m O8 PK -28ro8 f =<T _ OI � -1�11 II 31_fj}II II / I I P J- -4" CL . 24.2 Q 9' 411 CLG. _ \ 17 _1 13 II II 19 2 -SN26 c`s I 1 --. PRE -PLUMB 18 Q ■ A _I 24 7 m <fi .4 1 2 u 1 -1 _SC/1111_2 1-511 21-311 4'-311 I /� 220 I 111_5 IN -10 m � � 14 FO car `� �-----� u - �. I �/ It11. 1 -o c GA FARING WALL ■ /-� - u n 24 2 Car C.�a ra J'-411 cl G. 306a DR. = Q (2) 1 G 8 SL -2�2 c� 9'-4" CLG. . HB ■ W/ E-;,OX20 ■ AIID TRANS. A11---------- ------ -i I 25.5 25.5 2�.5 C�8,2 -33.9 --33.9 2 Entrg3 ■ IN IN■ 14 -O CLG. 3 30" x "ARCH Q i 28.1 n� 1 m ■ ° 16'x-l' GARAGE DOOR ■ ■ II �I_rnll 10II 2 121=( 11 121=&11 1=Q11 all =a11 ri 1CJ1=CJ11 211=411 401 _ 011 - ■ JJ• Q OCU 0 2_(D C) Familu ROOM 9'-4" CLCx. �r 01 COMPARATIVE ANALYSIS AND ANCHOR CHART COMPARATIVE ANALYSIS AND ANCHOR CHART GENERAL ALUMINUM CORP. GENERAL ALUMINUM CORP. SERIES: 1440 ALUMINUM SINGLE HUNG WINDOW (TOL) SERIES: 1440 ALUMINUM SINGLE HUNG WINDOW (TDL) SIZE TESTED: 5}-1/8'• x 72": TEST REPORT: OLi-31239 SIZE TESTED: 53-1/9" z 72": TEST REPORT: OLl-31239 TESTED UP: POS. & TIED. 40 PSF; GLAZING: 1/8' THK. ANNEALED GLASS TESTED UP: POS. & NEG. 40 PSF; GLAZING: 1/6' THK. ANNEALED GLASS WINDOW SIZE(INCHES) DESIGN PRESSURE CAPACITY IN PSF TAPCON ANCHOR LOCATIONS REO'D IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 19-1 8 x 26 157 157 B FG 19-1 B x 38-3 8 108 108 B FG 19-1 8 x 50-5 8 80 80 19-1 8 x 54-5 8 75 75 B FG 19-1 e x 55-5 a 73 73 B FG 19-1/8 x 63 62 62 a F.G 19-1 8 x 72 53 53 B FC 26-1/2 x 26 116 116 B FG 26-1/2 x 38-3 8 77 77 B F.G 26-1/2 x 50-5 8 66 65 B F.G.H.1 26-1/8 x 54-5/6 61 61 B FGHI 26-1/2 z 55-5/8 60 60 B 26-1/2 x 63 54 54 B 26-1/2 x 72 47 47 B 30-1 2 x 26 103 103 B EF,C, 30-1/2 x 38-3/8 65 65 B 30-1/2 x 50-5/8 57 57 B 30-1/2 x 54-5/8 55 55 B 30-1/2 x 55-5/8 54 54 B F.G.H,I 30-1 2 x 63 49 49 B 30-1/2 z 72 44 44 0 F,G,H,I WINDOW SIZE(INCHES) 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 8 51 51 B F G 37 x 50-5 8 47 47 37 x 54-5/8 45 45 B F.G,H,I 37 x 55-5 6 45 45 B F G H I 37 x (33 41 41 B F.G.H.1 37 x 72 40 40 B F G H I 48 x 26 83 83 AC F.G.H.1 48 x 38-3 8 40 40 B F,G 48 x 50-5 8 40 40 B F.G.H.1 48. 54-5 B 40 40 B F.G.H.1 48 x 55-5/8 40 40 B F.C.H.I 48 x 63 40 40 F.G.H.1 43 x 72 40 40 F.G.H.1 53- I B x 20 82 62 F G H I 53-1/8 x 38-3/8 40 40 F.O.H.I 53-1/8 x 50-5/8 40 40 WB F G H I 53-1/8 x 54-5/d 40 40 F.G.H. I 53-1/8 x 55-5/8 40 40 F.G.H.1 53-1 d x 63 40 40 F.G.H.1 53-1/e z 72 40 4U 1 0 F,G,H,I 1.) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% 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: RANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING, USE 3/16 DIM. 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 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 #L SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4" MIN, EMBEDMENT INTO WOOD BUCK 4.) INSTALL #8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 4/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED 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 6.) 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 REO'D. INSIDE HEAD STUCCO ;... WINDOW DRYWALL ' 1"X4" P.T. BWUCK STRIP -_ TH" 3A6"X2 I/4" TAPCON INTO CM.O THROUGH C FINISHED O i NING WIDTH BUCK WITH MIN. 1 1/4" EMBEDMENT A tJ C D- E sTUCCO STUCCO 2 FINISHED OPENING WIDTH RIP CALL 51ZE WIDTH I"X4" P.T. BUCK STI"X4" P.T. BUCK STRIF� _ TAPCON INTO CM THROUGH EUCK WITH 11/4° EMBEDMENT A&"iU 1/4' TAPCON INTO CP'LU THROUGH 3/ib"X2 V4° TAPCON INTO CMU THROUG \ • EUCK WITH MIN. I I/4° EMBEDMENT EUCK WITH MIN. 1 1/4' EMBEDMENT UTSIDE OUTSIDE RYWALL DRYWALL WIN P W JAMB JAMB �{ .1,. FINISHED OIP , I1-1 - NO FASTENERS TFiRgY. H SILL caul FINI5HED 5TOOL( BY OTHERS) / PRE -CAST CONCRETE SILL N I INSIDE 1 SILL ELEVATION MASONRY INSTALLATION VIEWED FROM EXTERIOR jl F ��s Gb THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. 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"x6'8" G 2'8"x6'8" H 3'0"x6'8" 1 1'4"x8'0" J 1'6"x8'0" K 1'8"x8'0" L 2'0"x8'0" M 2'4"x8'0" N 2'6"x8'0" 0 2'8"x8'0" P 3'0"x8'0" Q 1'6%6'8" 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 x8'0" BF BB 4'0"x8'0" BF CC 50"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 6'0"x8'0" SL.GL.DR. JJ 8'0"x8'0" SL.GL.DR. KK 9'0"x8'0" SL.GL.DR. LL 12'0"x8'0" SL.GL.DR. NOTES: 2- INDICATES NUMBER OF DOORS. 2- INDICATES NUMBER OF WINDOWS. FR - FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR - TRANSOM GB - GLASS BLOCK PKT - POCKET DOOR OBS - OBSCURED GLASS TEMP - TEMPERED GLASS SH - SINGLE HUNG DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP - BYPASS SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. WINDOW SIZE KEY NOTE MASONRY FRAME 1820 SH12 20"x24"± 1830 SH13 20"x36"+ 1840 SH14 20"x48"± 1850 SH15 20"x60"± 1860 SH16 20"02"± 2020 SH1H2 24"x24"± 2030 SH1H3 24%36"± 2040 SH 1 H 4 24"x48" ± 2050 SH1H5 24%60"± 2060 SH1H6 24"x72"± 2220 N/A 25"x24" ± 2230 N/A 26"x36"± 2240 N A 26"x48"± 2250 NIA 26%60"± 2260 N/A 26"02"± 2620 N A 30"x24" ± 2630 N/A 30"x36" ± 2640 N/A 30"x48"± 2650 N A 30"x60" ± 2660 N/A 30"x72"± 3020 SH22 36"x24"± 3030 SH23 36"x36"± 3040 SH24 36"x48"± 3050 SH25 36"x60"± 3060 SH26 36"x72"± 4020 N/A 48%24" ± 4030 N/A 48"x36"+ 4040 N/A 48"x48"+ 4050 N A 48"x60"+ 4060 N/A 48"x72"± 4020 1 SH32 53"x24"± 4030 SH33 53"x36"± 4040 SH34 53"x48"± 4050 SH35 53%60"± 4060 SH36 53"02"+ FLOOR PLAN LEGEND 2X8 P.T. 1. Dbl. sink adjacent to dish washer. STRUC'L BUCK (See plan.) (T'I'IPICAL) POOR OR WINDOW PER PLAN 2. Range/cooktop w/ venting - per code, ATTACHED DIRECTLY TO 3. Oven w/ venting - per code, STRUCTURAL BUCK PER 4. Refrigerator space - per builder. . ; MANUFACTURER'S RECOMENDATIONS 5. Linen ontr w 4 shelves per builder. 4 INSTALLATION INSTRUCTIONS. /P y / - 6. 2 Sets custom built in cabinetry per builder 7. Countertops @ 36" high w/ cabinets above. (See plan.) 1 STRUCTURAL 2X8 E3UCK W/I/4" 8. 2x6 wall 40 1/2 high with raised -DIAMETER TAPCONS AT G" O.C. countertop @ 42" A.F.F. AND AT 3" FROM ENDS AND 9. Washer/dryer space. (plumbing & venting EDGES. OR (2) ROWS OF 0.145" per code.) DIAMETER HILTI/RAMSEY PINS STAGGERED AT ON O.C., AT 3" 10. Drop -in tub with wood framed deck - FROM ENDS AND 2" FROM EDGES. per builder. 11. Shower with tempered glass enclosure, FASTENERS EMr31=DED IN TO BLOCK 12. Pre -fob. tub/shower - per builder. 1�4"MINIMUM.TYPICAL. 13. Rod and shelf - per builder. 14. Ceramic/vinyl tile flooring - per builder. 15. 2x6 wood frame wall. TYPICAL ��{� DETAIL 16. 2x8 wood frame wall. SCALE: NTS. 17. HVAC(s) w/ platform - install per code. 18. HVAC compressor(s) on 4" deep concrete THE 5ENTRICON TERMITE COLONi' ELIMINATION 5Y5TEM WILL BE U5EE ON TI #Is kousE AND CEFTi1=1c:A-m OF COMFLIANCE FROVIDID AT TIME OF INSFECTION. pad 8" from exterior edge of house. (See plan for dimensions.) 19. Water heater(s). (Draining & venting per code.) 20. Attic access above. (Field locate.) 21. Skylight(s) above. (See plan.) INDICATES P.S.F OF WIND 22. Wall @ 36" high w/ finished cap - per -�� PRESSURE @ OPENING builder. (See plan for dimensions.) 21 24. Arched opening - style per builder. Decorative niche @ 36" high - per Area Tabulations builder. (See plan for dimensions.) 25. 36" pre -fob. fireplace w/ hearth - per Total Living: 184& Sr builder. (See plan for venting.) 25. Built-in media wall/bookcase - per entry. 33 3f 27. builder. Built-in (See plan for dimensions.) seat - per builder. er3ra<2e: 452 SF 28. Railing system @ 36" high - per code. Tota l Area: 2331 S p 29. Steps down to grade/garage floor as SEAL req'd. (7 1/2" riser max. u.n.o.) THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND MARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 1G o& OF THE FLORIDA ���GJ� O WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE FL. LIC. NO. 31-10�1 BUILDING CODE 2001 EDITION. OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions 1" 3A5IC WIND SPEED - 120 MPH.C,@ 3 SEC. GUSTJ 1. GARAGE DOOR TO BE of the job and Home Design Services, Inc. must DATE CERTIFIED BY MFR. FOR 120 M.P.H. 2.WIND IMPORTANT FACTOR - 1.0 be notified in writing of any variation from the FEB 3.WIND EXPOSURE - CATEGORY B 2. ALL TUB TI SHOWER UNITS WILL p� dimensions, conditions and specifications appearing on these HAVE ANTI -SCALDING DEVICES SIGNATURE ))-.INTERNAL PRESSURE COEFFICIENT ±O.la plans. Floor Plan INSTALLED. 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE 3. ALL DOORS TO BE 6'-8" TALL AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.18 INCLUDED) U.N.O. OR PER BUILDER/CLIENT. 33 Scale: 1/4 =1 --0u 0 drawn by DR checked by M.D.G. date 02/12/04 scale AS NOTED job no. O 4- - 6 4- 8 6 drawing no. u e L rC i�'�ii1 STRUCTUSAL 1NOTE& I) CODES: 1.1 CONSTRUCTION SHALL FOLLOW 'FLORIDA BUILDING CODE 2001' AS ADOPTED BY THE COUNTY AND AS APPLICABLE AMENDMENTS. 2) DESIGN CRITERIA: 2.1 DWELLING FLOORS ---- 40 PSF LIVE LOAD 2.2 E3ALCONIE5 ---- 40 PSF LIVE LOAD 2.3 ROOF LIVE LOAD --- 20 PSF LIVE LOAD 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. 3.3 FOUNDATIONS SHALL BE CENTERED UNDER SUPPORTED COLUMN WALL UN.O. 4) CONCRETE: 4.1 STRUCTURAL CONCRETE SHALL CONFORM TO THE ACI 305 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH: FOOTINGS /SLABS -------- 2500 p51 BOND BEAM (BEAMS, COLUMNS) -------- 3000 psi COURSE GROUT BEAMS, COLUMNS -------- 3000 psi 4.2 ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A-615 AND SHALL LAP MIN. 40 BAR DIAMETER TYP. THROUGHOUT (BEAMS, COLUMNS, FOOTINGS) 4.3 WELDED WIRE FABRIC (WWF): ASTM Ala5. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 4.5 PROVIDE THE FOLLOWING COVERAGES OVER REINFORCING: BOTTOM/TOP/SIDES FOOTINGS: 3"/2"/3" BEAMS: 1 1/2' COLUMNS: -/-/1 1/2' 4.6 SEE CONCRETE BEAM SCHEDULE FOR MINIMUM STEEL LAP REQUIREMENTS 4.1 EARTH SUPPORTED SLABS: ( INCLUDING EXTERIOR WALK AND DRIVE SLABS): 4" THICK REINFORCED WITH (o X 6 WIA X WIA WWF AT MID DEPTH OF SLAB. FIBERMESH MAY BE USED IN LIEU OF WWF AT THE CONTRACTOR'S OPTION. 4.a CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C-94--l3A 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 MODIFIED PROCTOR TEST PER AASHTO-T-laO. ALL FILL SHALL BE CLEAN SAND, FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. 4.10 ALL DOWELS, SLEEVES, CONDUIT, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND DRAINS SHALL BE IN PLACE BEFORE CONCRETING. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ACHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5) MASONRY: 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). 52 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 COMPRESSIVE STRENGTH OF 1500 PSI. 5.4 PROVIDE FILLED CELLS WITH 1-"55 REBAR AS SHOWN IN THE PLANS . FILLED CELLS WITH 2-*5 ( ALT. 1-#I) VERTICAL SHALL BE LOCATED AT EACH SIDE OF OPENINGS 10'-V AND GREATER, AT ALL GIRDER BEARINGS, INCLUDING HIP -SET GIRDERS. 5.5 CONCRETE FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING A 'PENCIL" VIBRATOR. 6) WOOD: 6.1 WOOD FRAMING STRUCTURAL MEMBERS: 2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS Fb = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI (DOES NOT INCLUDE INTERIOR NON LOAD BEARING STUD WALLS). 62 ALL NON-STRUCTURAL LUMBER SHALL BE "HF." OR 'S.P.F." ( MIN Fb= 750 PSI) 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, 6.5 ROOF SHEATHING: REFER TO ROOF PLAN WALL SHEATHING: REFER TO FLOOR PLAN FLOOR SHEATHING: 23/32' APA RATED 32/16 EXP.I CDX PLYWOOD W/ ad COMMON NAILS a 4" O.C. EDGES, 6"O.C. FIELD 6.(b UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 1) 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, 1.2 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 C IN ACCORDANCE WITH ASTM A36 ( Fy = 36 KSI). THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. 5) VERIFICATION OF FIELD CONDITIONS: a.1 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME, WHERE 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 MADE PER DESIGNER'S INSTRUCTIONS. 0.2 ALL WRITTEN DIMENSIONS PER PLAN TAKE PRECEDENCE OVER SCALED DIMENSIONS. 0.3 CONTRACTOR SHALL COORDINATE ALL THE WORK OF TRADES INVOLVED. 0.4 ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 0.5 CONTRACTORS SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DETAILS AND SPECIFICATIONS FOUND IN THESE DRAWINGS PROVIDED NOTIFICATION AND APPROVAL OF ARCHITECT/DESIGNER PRIOR TO EXECUTION. NOTE: TABLE 2306.1 NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS TABLE 2306.1 FASTENING SCHEDULE CONNECTION FASTENERS NUMBER OR SPACING JOIST TO BAND J015T, FACE NAIL I6d COMMON 3 JOIST TO SILL OR GIRDER, TOE NAIL Ed COMMON 3 BRIDGING TO JOIST, TO NAIL EACH END ad COMMON 2 LEDGER STRIP I6d COMMON 3 AT EACH J015T IX6 SUBFLOOR OR LE55 TO EACH JOIST, FACE NAIL 8d COMMON 2 OVER IX6 SUBFLOOR TO EACH JOIST, FACE NAIL ad COMMON 3 2' SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACEacAkGOMMON 2 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL Irod COMMON 16" O.C. TOP OR SOLE PLATE TO STUD, END NAILED I6d COMMON 2 STUD TO 50LE PLATE , TOE NAIL Ed COMMON 4 DOUBLED 5TUD5, FACE NAIL loci COMMON 24' O.C. DOUBLED TOP PLATES, FACE NAIL loci COMMON 16" O.G. TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - (2)16d OR (3)10d COMMON CONTINUOUS HEADER, TWO PEICE5 I66 COMMON 16" O.C. ALONG EACH EDGE CEILING JOIST TO PLATE, TOE NAIL ad COMMON 3 CONTINUOUS HEADER TO STUD, TOE NAIL ad COMMON 3 CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL - (3)16d OR (4)10d COMMON CEILTING JOISTS TO PARALLEL RAFTERS, FACE NAIL - (3)16d OR (4)10d COMMON RAFTER TO PLATE, TOE NAIL ad COMMON 3 P BRACE TO EACH STUD AND PLATE, FACE NAIL Ed COMMON 2 IXS SHEATHING TO EACH BEARING, FACE NAIL ad COMMON 2 OVER IXa SHEATHING TO EACH BEARING, FACE NAIL Ed COMMON 3 BUILT-UP CORNER STUDS Irod COMMON 24' O.C. BUILT-UP GIRDERS AND BEAMS, OF THREE ME115ER5206 COMMON 32' O.G. AT TOP d BOTTOM s STAGGAREP 2 ENDS e AT EACH SPLICE 2PLANKS I6d COMMON 2 EACH BEARING 5TUD5 TO SOLE PLATE, END NAIL I6d COMMON 2 EACH END GYPSUM WALLBOARD 1/2' I-3/5" DRYWALL NAIL l" O.C. ON CEILINGS 8" O.C. ON WALLS 5/a, 1-1/2' DRYWALL NAIL 1" O.G. ON CEILINGS NOTE: FOR OTHER TYPES OF CONNECTION- REFER TO THE TABLE, 2001 FLORIDA BUILDING CODE I. TRU55ES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRU55 MANUFACTURERS UPLIFT CALCULATIONS. ANY QUE5TION5 AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER 3. BEARING WALL NAIL PATTERN I. PLYWOOD: (FIELD) USE 8D NAILS a 12" O/C 5--I I- ROOF EDGE 5-1 (- (EDGE) USE ED NAILS 6' O/C / 1 2. GYPSUM: (FIELD) USE 5D NAILS 9 10' O/C (EDGE) USE 5D NAILS w l" O/C © -[4� 4. ROOF NAILING PATTERN ( UNLE5S NOTED OTHERWISE) IQZoNE I - USE ED COMMON NAILS v 6" o/c AT EDGES AND 6' O.C. INTERMEDIATE FRAMING RIDGB� (2)ZONE 2 - USE SD COMMON NAILS m 6" O/C AT EDGES AND 6' O.C. INTERMEDIATE FRAMING D A 4' 03 ZONE 3 - USE ED COMMON NAILS 9 4' AT EDGES FOR GABLE END AND 6" OTHERWISE AND 1OZE 6" O.C. INTERMEDIATE FRAMING 5 T 5• 1/2' GYPSUM CEILING: U5E 5D NAILS a T" O/C ZONE CHART 6. SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS. I. END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBERS. THE SENTRICON TERMITE COLONY ELIMINATION S"I'STEM WILL 5E USE ON T46 HOUSE AND CERTFICATE OF COMFLIANCE FROVIDEID AT TIME OF INSFECTION. 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 GAUGE 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: 1/8"=1'-0" IF MASONRY DOWEL HAS BEEN OMITTED, PROVIDE DOWEL IN PREDRILLED HOLE AND CEMENT WITH SIMPSON STRONG-TIE'S EPDXY TIE ADHESIVE SYSTEM ET22 OR EPIWELD 300. FOR A #5 REBAR (5/8" DIAMETER) DRILL A 3/4" DIAMETER HOLE TO A DEPTH OF 6 MIN. AND FILL WITH EPDXY ADHESIVE SYSTEM, FOLLOWING MANUFACTURER'S INSTRUCTIONS. USE THIS APPLICATION FOR PULLOUT FORCES UP TO 4010 LBS. SEAL T1415 STRUCTURE HAS BEEN DESIGN TO MEET THE WIND -1ARCOS FIC-;UEROA P.E. LOAD REQUIRMENTS OF SECTION 160ro OF THE FLORIDA FL. LIC. NO, 317,0-1 F3UILDING CODE 2001 EDITION- 1, 1, BASIC WIND SPEED - 120 MPH.( 3 SEC. GUST.) � � 2 2 gd, 2.l.UIND IMPORTANT FACTOR - LO 3.WIND EXPOSURE - CATECzORI' B SIGNATURE 4,INTERNAL PRESSURE COEFFICIENT 40.10 5.COMPONENT/ CLADDING DESIGN WINE) PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT *0.10 INCLUDED) revisions by M J LL N ^ n V)h^ C: VA/ N Q 't O V) O to C > a) C�j Ct CO CL Ln aeE o -c fV o LU (d d. N 00 aS Z -J a) N 't V) v N J V 1 0 LL.J , p v V U LU Q. 0 U O co Ln E:H] drawn by DR LAS hecked by M.D.G. L 04ED80 u f�'AISED TEXTURE^ rn^" 4" TEXTURED Ff OYIt Elevation '1511 SCALE: 1/4" = l'-0" 9'-4" BEARING 12 ro 9'-4" BEARING 8'-0" HEADER H Y 1'-4 - '-0" HEADER HT. Y o.H. r C ro - A O OL0'-0" FIN. FLR. _ 0'-0" FIN. FLR. ��. izear Elevation SCALE: 1/4" = P-0" THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. 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. Stucco 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. 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" Lop 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. Elevations Scale: 1/4"=1'--0" SEAL THIS STRUCTURE HAS E3EEN DESIGN TO MEET THE WIND -IARCo5 FICUEROA P.E. LOAD REQUIRMENTS OF SECTION 1ro0& OF THE FLORIDA FL. LIC. NO. 317o-i BUILDING CODE 2001 EDITION. 1. BA51C WIND SPEED - 120 MPH.(@ 3 SEC. CU5T.) FEB 2 DATE 2004 2-WIND IMPORTANT FACTOR - 1.0 ' 3.WIND EXPOSURE - CATECOR`i B 51CNATURE 4.INTERNAL PRESSURE COEFFICIENT ±0.1a n ,COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.la INCLUDED revisions by • M It J LL 7 LU E O O v' Ui 110 C C- cd > C CO Q- Ln O LU o s ¢o 4- + c ¢ X Z 61 v a. � It • J V CD O > LU U Q � U 00 0 drawn by DR checked by M.D.G. date 02/12/04 scale AS NOTED job no. O4-6486 � revisions by 9'-4" BEARING 8'-0" HDR. HT. 0'-0" FIN. FLR. 14'-0" BEARING 9'-4" BEARING J, 8'-0" HDR. HT. 0'-0" FIN. FLR. �I Left Elevation SCALE; 1/4" = V-0" fP--1j2ht Elevation SCALE. 1/4" = P-O" 12 0I / I 12 Q 0 4 12 ` I& I M 9'-4" BEARING r� 8'-0" HDR. HT. `L 0'-0" FIN. FLR. 9'-4" BEARING 8'-0" HDR. HT. Q Q 0'-0" FIN. FLR. THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. EXTERIOR FINISHING NOTES 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. Elevations Scale: 1/4 -1'-0" SEAL THIS STRUCTURE HAS BEEN DESICaN TO MEET THE WIND 1ARCOS FIC;UEROA P.E. LOAD REQUIRMENTS OF SECTION 160% OF THE FLORIDA FL. LIC. NO. 31-10-1 BUILDING CODE 2001 EDITION. 1, BASIC WIND SPEED - 120 MPH.(,@ 3 SEC. CxUST.) DATE FEB 2 5 2004 2,WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATF(30RY E3 SICzNATURE 4, INTERNAL PRESSURE COEFFICIENT ±0.18 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT +0.18 INCLUDED) 0-1 LANTANA B LOT # 67 V. B drawn by DR checked by M.D.G. date 02/12/04 scale AS NOTED job no. 04-6486 It Y. P"t l I Y }-, I THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. �—� TH15 STRUCTURE HAS BEEN DE51GN TO MEET THE WIND 'IARCOS IC�UI=�'oA P.E. LOAD REQUIRMENTS OF SECTION I(oO/o OF THE FLORIDA FL. L IC. No. 31101 5UILDINC3 CODE 2001 EDITION. DATE 1. E3ASIC WIND SPEED - 120 MPH.(o 3 SEC. CxUST.) FEB 2 5 200.1, 2.WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - C—ATEC30RY 5 Slr,NATURE 4.INTERNAL PRE55URE COEFFICIENT ±0.10 n 5.COMPONENT/ CL_ADDINC3 DE51C-�N WIND PRESSURE ny ` AS PER PLAN. ( INTERNAL PRESSURE COEFFICIENT I ±0.1a INCLUDED) 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. SIMPSON CONNECTORS ISO 9001 REGISTERED EACH ROOF TRUSS AT CMU TO BE ATTACHED WITH (1)—HETA16 W/11—10dx1-1/2" NAILS CAP= 1365 # EACH ROOF TRUSS AT FRAME CONNECTION TO BE (1)—MTS12 ENDJACKS AND CORNER SETS MAY BE (1) H10 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'-0" 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 H3 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 SPIT, 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. Scale: 1/4"=V-0" It M J LL. to n L N C Q 11. v O In O U i �10 C CV CO> C Q. Ln 0 E oLU cz Z d- N d' v 00 LU � U Q N Q U O 00 0 LANTANA B LOT # 67 V. B drawn by DR checked by M.D.G. date 02/12/04 scale AS NOTED job no. 04-6480 4 3/1(0" 12.0 (0-0 ,,- 'HOLD TRUSSES W/ RAISED HEELS RACK P ON BLOCK 1/2" ON FRAME WALLS SI '-- 7T 1 LUI 5EFR C ROOF TRU55 [DiV1510 M2 SOUTH AFOF=1A 5LV APOF<A/ PL. 32103 (401) 299 = 1522 FAX (401) 299 _ 9155 Ere f reer i ns Cent i F i Oa to O F Authorization 0 9210 OTE5 1) IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY TRUSS PLACEMENT PLAN AND TRUSS DE51GN DRAWINGS AGAINST FIELD CONDITIONS AND DESIGN INTENT. (REFERENCE: SECTION (A.2.1) ANSI/TPI I-1995) APPROVED: NAME ( PRINT) SIGNED �a �a �a �a �a �a �a ��a II/a /a ll/a ��a ��a �8 �a '/a DATE pia is is pia is is is is pia is is pia is is pia 2) TRUSSES MUST NOT BE CUT OR ALTERED IN ANY WAY WITHOUT PRIOR AUTHORIZATION BY SMYTH TRUSS COMPANY. 3) TRUSSES THAT ARE CUT OR ALTERED WITHOUT 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 5Y SMYTH TRUSS COMPANY. IDETA LS: 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 PANGR LEGEND ALL ROOF TRUSS HANGERS TO BE SIMPSON HUS26 OR USP (KANT-SAG) THD26 UNLESS NOTED OTHERWISE. SIMPSON 11 U5F (KANT=S = HU52(o OR THD2ro ® - HHU52e -2 OR THD2ro-2 - HHUS20-2 OR THD28-2 © - HHU540 OR THD40 © - HeU52(o=2 OR THDH2&=2 © - HC:�U520=2 OR THDH20=2 0- HGU520=3 OR THDH20=3 © = SUL/R210 OR 5KH210L/R O = HG;U540 OR THDH48 ® - THA422 OR MSH422 ® - THAO422 OR MSH4221F 0 = HUO410 OR HD4101F ® = THJA2o OR HJG2(o coNTRAcT `�OFFi5ON HOMES JOB : 1 a4& L ANTANA ADDRE55 : /� 51 X 261 OFT.REAR FO SCALE I DATE LAYOUT I.D DRAWN B NONE 102/20/041 Z221371D I RH mmllllla U UII a E4'� o B Q� �n N It � �3 �3 J E1 � G2 G2 �I �1 �13 FZ 2 Rio 1Z� R4 R2 m m f�l Q R3 R1 F9 (2)HETA 1& V3 a = Q LI) R11-2FL t' R14 ETA1� ,, E2 q V4 01 — R.22 c17 2m 02 _ Mr -SETA i� = R21 1z18 C C2 -- C �3 ' C1 E i � G2 C3 ca c a (2)2X12# 2 S.Y.FD. HEADER (2)L5TA24,aEA.5E C2 W1 RING POINT t -cement pian provicieci as an instauation guiae oni . This placement plan shows the designation and relative location of each truss component and is to be used in conjunction with the corresponding truss designs. The Truss Engineer'sl responsibility relative to this structure consists solely of the design of the individual trusses, trues -to -truss connections and does not include the design of any eupporting structural elements. The building design professional has final approval of the truss framing and/or truss Placement plan. The dealgn or the temporary and permanent bracingg, the diaphragm system, shear walls and structural -elements to resist lateral loads from wind -and/or seismic activity is the responsibility of the building design professional. Additional appproval byy the building design professional shall include, but not be limited to, deafen loading, lengths, profiles, pitches and depths. 12'-0" NEEWALL TG <NEEWALL T 14'o" FL. ✓=1-1-. 12' 0" FL. HT, NOTE" ALL ROOF SLdF'€5 A7 0:12 UNLESS O7WEI:z�,)UJ1SE NOTED. NOTE TF,USS EN iNEERINC:� SPOULD BE SIGNED 4 SEALED E3T LICENSE[) F=IROF-ESIONAL ENG�iNEEF, IN THE STATE OF FLORIDA . ENG;iNEE1, OF- RECOF�D i5 NOT RrESFONSA5LE FOR T141H T14E TRUSS ENGINEERING-;. THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. NOTEE : 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. SIMPSON CONNECTORS ISO 9001 REGISTERED EACH ROOF TRUSS AT CMU TO BE ATTACHED WITH (1)—HETA16 W/11—10dx1-1/2" NAILS CAP= 1365 # EACH ROOF TRUSS AT FRAME CONNECTION TO BE (1)—MTS12 ENDJACKS AND CORNER SETS MAY BE (1) H10 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'-0" 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 H3 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 SPIT, 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. Truss Layo u� SEAL THIS STRUCTURE HAS 5FEN DESIGN TO MEET THE WIND IARCOS FiGUEROA P.E. LOAD REC2UIRMENTS OF SECTION 1Q0� OF THE FLORIDA FL. LIC. NO. 31101 E5UILDING; CODE 2001 EDITION. L BASIC WIND SPEED - 120 MPH.(' 3 SEC. G-UST.) DAT 5 y � 2 WIND IMPORTANT FACTOR - LO $ 3,WIND EXPOSURE - CATEC;ORY 15 SIGNATURE 4.INTERNAL PRE55URE COEFFICIENT ±O.18 ,COMPONENT/ CLADDING; DESK-;N WIND PRE5SURE { AS PER PLAN. (INTERNAL PRE5SURE COEFFICii=NT +0.18 INCLUDED) revisions by r cV J N L U 0 fl. d- o � c > C�4 «S -J 00 0. • Otn o � 0 L O 1 X C: Z Z ON a" (a) N 4t V) r Lr) c� -iz�- O � O N > v U Q N f1. 0 V 0 00 7 LANTANA B LOT # 67 V. B drawn by DR checked by M.D.G. date 02/12/04 scale AS NOTED job no. O4-6mil-86 drawing no. SAFE LOADTABLES FOR GRAVITY, UPLIFT + LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS �^ZT_*94TQ GRAVITY UPLIFT LATERAL TYPE 8F8-05 8F12-05 8F10=05 aF20-0B 8F24=05 aF2a-05 aF32-05 aFa-IT aFl2_-1T aFlO-1T 8F20=1T aF24-IT 8I=2a-1T aF32-1T LENGTH gU8 aFa-1B aF12-15 aF10-15 aF20-15 8F24-15 8F2a=15 aF32=1E3 or-2T 8F12-2T aFlO-2T aF20-2T aF24=2T 8F28-2T aF32-2T 8U8 8F8 3100 4473 0039 7520 9004 10412 11930 2721 2a7a 4101 5332 0509 =tall 9055 2'=10"(34') PRECAST 2302 3100 4473 0039 7520 9004 10472 11930 2121 2704 39al 5190 0407 7030 aa57 2021 2021 313a 3311 40a9 0001 1315 8030 9941 2105 2209 3200 4231 521E 0204 1192 3'=0" (42') PRECAST 2302 3100 4413 0039 7520 9004 10472 11930 2105 2215 3105 4125 5091 ro001 7030 1257 1251 2325 2490 3407 4438 5410 0304 7358 laia 19a9 2832 3080 4532 5387 0245 4'-0" C4a"� PRECAST 2029 2ro4(o 44-13 0039 7520 9004 10412 11930 la7a IS25 2150 3503 4422 5204 0110 93a 93a 4'-0" (54") PRECAST 17a7 1913 2057 3403 4149 4a90 5044 1000 1702 250-1 3251 4010 4707 5525 1051 2110 4021 0039 7520 S004 10412. 900a 1000 1105 2435 3111 3913 405a 5400 727 727 1223 1301 Ia09 2317 2a20 3336 3a40 1393* 14a4 2110 2741 33I5 4010 404a 5'-4" (04")F'R�CAST 1184 1005 2aa9 5051 0090 5400 0424 7450 1393 143-1 2050 2070 3293 3920 4549 505 505 1000 1059 1414 la89 2304 2-121 3131 1212 * 135-1 1930 2505 3Oa4 3005 4247 5'-10"C70"� i�R CASfi 972 1459 2404 4144 545a 4437 52a0 0122 1212 1315 lalf) 2441 3010 3583 4157 41a 41a 1255 2101 3203 2740 3350 3971 4505 1141* 1200 1133 2250 2709 3290 3012 F'R�CAST 937 1255 2101 3390 5200 1134 a995 0a90 1141 lla2 10a4 2192 2103 321& 3132 70 1 aa7 102 1015 2305 1994 2439 28a0 3333 959* 912 1415 1914 2354 219=l 3240 7'-�" C90")PRECAST 707 1029 1075 2010 3839 5590 0013 5041 990 1029 140(o 1907 2351 2797 3245 591 05�1 9' (112 ") PRECAST 032 1049 1409 1210 1402 1=154 2027 a01 * 012 9a0 1209 1500 I a52 2144 =4" 57.3 70a 1212 18115 2544 3409 4030 312-1 a01 755 11-32 1550 1910 22-11 2034 454 030 10' T I20 ") 4a2 a02 1125 915 1122 132a 1535 710 * 498 793 1021 1201 1490 1131 =0 PRECAST 450 05a 1025 1514 2001 2774 3130 2404 710 (Oil 1039 13a9 1-111 2034 235a 390 493 11'�4" C130"� 590 935 130.5 1054 2355 1793 2075 000* 439 090 a99 1104 1309 1515 F'RCAST 445 59a 935 1305 1854 2441 3155 4044 000 535 905 1295 1595 1890 219a 303 550 545 a04 1254 10a9 2014 1570 181a 007* 400 031 al0 1001 Ila& 1372 12'=0"C144'> F'R CAST 414 555 004 1254 1093 2211 2832 3590 631 4a0 alb 1209 1514 1799 20a0 340 494 l3'-4"C100'�F'RECAST 421 720 1020 1331 1035 1224 141a 500* 340 532 0a0 041 997 1153 302 4a5 748 1070 143a 1a55 2343 2920 5=13 409 0a2 1004 130=1 1037 1a97 302 39a 14'-0"C10a"� Sal 04a 919 1190 1402 1087 1200 45a* 310 493 635 -178 922 1005 F'R�CAST 33a 455 100 1003 1335 1114 2153 2000 54a 37a 029 922 1254 1507 lal0 2a0 300 14'=a" C170"� F'R STR SS�D NR NR NR NR NR NR NR 243 295 459 591 724 a57 990 N.R. 405 705 1310 2045 2010 31a5 3105 243 35-2 5a2 a52 1150 1491 1142 N.R. 357 151-411 (104") FRESiRESSED N.R. NR NR NR NR NR NR NR 220 2=1a 430 553 077 a01 925 420 ro95 1250 1055 2310 2a90 3410 228 329 542 791 1012 13al 1&70 N.R. 321 IT-4" (200") FRESTRESSED N.R NR NR NR NR NR NR NR Iaa 230 301 404 507 010 774 ' 310 530 950 1400 1a00 2200 2000 100 2=10 449 049 014 1121 13a9 N.R. 255 IS'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR l05 201 313 401 490 578 007 240 400 150 1090 1400 1120 2030 105 239 3a3 550 730 940 I100 N.R. 2�D4 21'-4" (25ro") FRESTRESSED N.R. NR NR NR Nip NR NR NR 145 la0 270 350 433 512 590 103 _330 010 940 1340 MOO 2110 142 212 330 471 035 a07 993 N.R, 172 22'-0" (2ro4") PRESTRESSED N.R. NR NR NR NR NR NR NR 140 100 200 343 410 493 5 0 a 100 300 510 a70 1250 1000 1970 131 205 322 451 007 771 947 N.R. l01 24'-0'' (200") PRESTRESSED ENR_ NR Nf �1:1 N1;�,' NR NR' NR F1350 NR 121 105 244 312 300 441 515 130 240 470 =120 1030 1010 124 la0 290 408 530 0a0 033N.R. 135 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY UPLIFT LATERAL TY�'� aRUO aRFO -0B 8RF10-05 aRF14-0B aRFla-0E aRF22 -015 aRF20 -0E3 ,5RF30-0B aRr-O -1T 8RF10-1T ORP14-IT aRP18- IT ORF22 -1T 8RF20 - lT aRF30- lfi LENCT� 8RF0-I5 aRF10-1B 8RF14-15 BRFIa-1B aRF22-1B aRF20-1E3 aR=30-1B aRro-2-1= ORF10-2T 8RF14-2T aRFla-2T 3260 a-F22-2 R fi 4112 - aRF20 -2fi 4907 - a1F30-2fi 5025 8RU0 a',F0 4'-4" (52'') PRECAST 14a9 1591 3053 2982 3954 4929 5904 0080 1244 1573 2413 1a27 3412 49a2 0472 7 _PU E �E i T 57E 4 FI�52 R17 A 339 3110 4000 4850 5090 932 932 4'=0" (54'') FzRECAST 1357 1449 27a2 2114 3000 44a7 5315 0204 1192 1501 2311 3121 393-1 4750 5577 1-102 3412 4982 0472 7947 9410 10a7a 1192 1455 2240 3030 3031 4043 5453 853 853 5'-all (0a") PRECAST 7a5 a32 1002 1550 205a 2500 3015 3585 924* 1112 1195 2423 3055 30a9 4325 1153 2102 4014 0472 0510 5a14 0a39 924 1132 1741 2357 2970 3003 4230 501 501 5'=10" (10") PRECAST 135 7=19 1500 1449 1924 2400 2a70 3352 890* 113a 1142 2352 2905 3581 419a 1103 2051 31511 0472 0516 5450 6411 a90 1099 1090 22aa 2a91 34:31 4100 409 409 0'-8" (80")PRECAST 022 907 1071 2933 2570 3223 3072 4522 =17a aa2 1513 2042 2513 3107 3642 907 1077 2933 4100 0730 a177 0707 77a 950 140a 19a7 2509 3035 3503 830 1100 7'=0" (90")PRECAST 005 701 1377 2252 15a5a 2451 2944 3439 0aa 097 1325 1810 2200 2153 3221 704 1377 2329 3009 5492 0024 5132 0aa 049 1302 1702 2225 2090 3157 110 941 9'-a" PRECAST 311 420 834 1253 1071 1342 1014 laa0 533* 433 a0a 1123 1413 1704 1995 535 92a 1497 2179 201a 3595 2315 533 521 1009 1309 1728 200a 2450 510 014 T�FE IDES �G SAT � ON /-)UANfiITI' OF #5 �t= E30TTOM OF L IN F = FILLET-) WIT1 (;ROUT / U = UNl NOMINAL WIDTH NOMINAL NE IeH' OUANTITr OF #5 REE3AR AT TOP *REE)UCE VALUE 5Y 25% FOR C-�RAJDE 40 FIELE) RE 3AR #5 REBAR AT TOP LINTEL DESIGNATION / SECTIONS off. 1 a Q (5 ( [� 1-- I- Q Q� °. a 4. °, >� lL LL H a ' C) Q �. a,. LL lL Li- .4 1- Q m LA cv Q1 W I 1 •'+/ lL } L � � LL l� Ll_ 'I 1���JJf�I LL N 1--- l� ll •,% ll ll CA a� l�.(l-� V ° IT FLlW �- A. W L�_�] �.(l-� CIA �tt GENERAL f STAL L A=I= I ON NOTES I. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2'' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/300 vertical deflection, except lintels 17'-4'' and longer with a nominal height of a" meet or exceed L/180. 0. bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32'' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. a. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 31a and ACI 530 SAFE LOAD TA5LE NOTES I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 0-1/2". Safe loads for all recessed lintels based on a" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 00 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 0. one 07 rebar may be substituted for two 415 rebars in all lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at 6-away from the face of support a. Por composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. MIN. (1) REO'1D 1-1/2" CLEAR u-- -y- a C.M.U. M A T E FRI A L S -L- HIGH STRENGTH PRECAST AND PRESTRESSED A DIVISION OF FLORIDA ENGINEERED 4 CONCRETE LINTELS AND SILLS CONSTRUCTION PRODUCTS CORPORATION P.O. Box 24567 Tamp FI Id 33626 Phone: 813-621-4641� 1: � � ° . 1. f'c precast lintels = 3500 psi, z a . 2. f'c prestressed lintels = 0000 psi. NOTE: THIS INFORMATION IS BASED ON THE DATA 3. f'c rout = 3000 psi w/ maximum 3/a" a re ate. SUPPLIED BY CAST-CRETE AND ITS ENGINEERS. s>=AL C-rR0UT ge THIS STRUCTURE HAS 5FEN DESIGN TO MEET THE WIND 4. Concrete masonry units (CMU) per ASTM C90 w/ MARCOS FIGUEROA P.E. LOAD REG2UIRMENTS OF SECTION I�oO6 OF THE FLORIDA = o minimum net area compressive stren th = 1900 psi, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE f3UILDINCz CO 200I EDITION. p FL. L IG. NO. 31�i0-1 DE ED I I N. #5 REBAR AT E30TTOM 5. Rebar provided in precast lintel per ASTM 4015 C-�R00, OVER SCALE DIMENSIONS. Contractors shall verify OF LINTEL CAVITI- Field rebar per ASTM A015 GR40 or C:R00. and be responsible for dimensions and conditions DATE 1. BASIC WIND SPEED - 120 MPH.(,a 3 SEC. GUST.) FEB2 5 H04 2,WINO IMPORTANT FACTOR - 1.0 0. 1='restressing strand per ASTM ,4410 grade of the job and Home Design Services, Inc. must 3.WIN0 EXPOSURE - CATEGORY � BOTTOM REINFORCINCC; 270 low relaxation. be notified in writing of an variation from the SIGNATURE -5/a"ACTUA i ROVIDEI� IN LINTEL 7. 1/32 wire per ASTM A510. g y 4.INTERNAL PRESSURE COEFFICIENT ±0.1a (VARIES) p dimensions, conditions and specifications appearing � 5,COMPONENT/ CLADDING DESIGN WIND PRE55URE a. Mortar per ASTM C270 type M or �. As PER PLAN. (INTERNAL PRESSURE COEFFICIENT a" NOMINAL W11DfiN p yp on these plans. ±0.1a INCLUDED) , �r®®e revisions by LLLL P_J U . N M J ®® LI.- L v♦ N LLJ U v `- CZ �.... C66c' > • Ln ce 0 LU o -J 0 c Cz z° 0� v u Lr) v r V) � ^ N �O J CO NLU t O U U > Q v U 0 00EISE] drawn by DR checked by M.D.G. date 02/12/04 scale AS DOTED job no. 04-6486 drawing no. u Fe 0 w O O O 0 US PRECAST LINTEL SCHEDULE L INTEL NO. TYPE COMMENTS 1 aF24-1F3/lT GARAGE DOOR 2 aRro-I5/IT DOUE3LE WINDOWS 3 aF12-15/IT G,41R.5ElRVICE DER. 4 aUa WINDOW 5 aFlro-1E3/lT S.G.D. aFlro - IE3/lT GOVEiRED FORCH a 9 10 Ill 12 13 14 15 I& 1� la 19 20 / SEAL THIS STRUCTURE HAS E3EEN DESIGN TO MEET THE WIND MARCOS FIC.UEROA P.E. LOAD REQUIRMENTS OF SECTION 1600 OF THE FLORIDA FL. LIC. NO. 31i07 E31JILDING CODE 2001 EDITION, E9 1. 5ASIC WIND SPEED- 120 MPH.(e 3 SEC_ C-sUST.) DATFE2 .5 2004 2-wiND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY 5 SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT ±O.Ia S.CC)MFONFNT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.I0 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. Lintel Lavout Scale: 1/9"=1'-0" U M J LL N ^ ^ L U U V) O C � N � CO CL r O E oN O (� C tn Cz a1 Z U� 4J cL a, N 't cn I Lu co L O U V U a. U 0 00 EISEI I drawn by DR checked by M.D.G. date 02/12/04 scale AS NOTED job no. 04-048� drawing no. i i i I I i #5 REBAR IN GONG, FILLED CELL PER 1" AIR SPACE #5 REBAR IN FILLED CELL PER EXT. FINISH MAT. FLOOR PLAN, W/ MIN. 25" OVERLAP, FLOOR PLAN, W/ MIN 25" OVERLAP, TIED TO CONT. ROD IN FOOTER® Q TIED TO CONT. ROD IN FOOTER SEE EXT. ELEV. AND BONA BEAM, ALT. BENDS AND BOND BEAM, ALT- BENDS IN REINF. BAR ® IN REINF. BAR EXT. WALL 8 FINISH WALL BEYOND WALL TIES SPACED 24 a C.M.U. SEE PLAN FOR PER PLAN MAX. VERT. 3G " MAX. ® ;':�;1•.'` a C.M.U. P.T. FURRING-;, DRYWALL 4 WALL TYPE. '---, HORZ. NOT TO EXCI=Ep ® P.T. FURRING 4 DRYWALL INSUL, W/ VAPOR BARRIER 45 LB5, PER TIE. - BASE BOARD TOP OF SLAB 3/4" RECESS TYP- 4" GONG. SLAB SLOPE: 1" IN 10' BRICK / STONE BASE BOARD TOP OF SLAB ' VAPOR BARRIER � . 0 -0 FIN. FLR. SEE FND. PLAN WEEP HOLES O.C. _ !.? . ';::. 0'-0" FIN. FLR. - _ 4 DRIVEWAY SLAB 3 1/4" OR LE 4a" FINISH GRADE c>J - - FINISH GRADE -� ~ - = I I- GOLD JOINT P1=R MFR. _ _ F-- II I II I I FINISH GRADE 1I— _ _ _ — - -III—III—III I J'.•. - - I 4 CONC. SLAB W : q ;.'. —I I I— I IIIIII L B / 4 GONG. SLAB lU/ :. SOLID 51=ARfNG I III III —I 11— 1=1 1= I I I F VAPOR BARRIER = _ __ : ;.'.:•:'•:: _ — - III III- _ ;•� ..•.; ...:��..... ':.... .. : •':.. • •: 4 CON( SLAB III —I I -III—III- I I - VAPOR BARRIER z III=11 i=11- - '... o, � CLEAN, COMP., TE MITJ= -III-'.` III=1- =III= ::•. " III= I HEADER BLOCKt .; I I 1-#5 REBAR CONT. CLEAN, COMP. FILL • .;' I = TREATED FILL. _ a BLOC I I - :` III= HEADER BLOCK - I_1I 1 —1111- r I III=� 8 �Ca THICKENED �=' I - . I CLEAN, COMP., TERMITE � - I CLEAN, COMPACTED, ` �- -- TERMITE TREATED FILL. 0 - Iro" I -STORY EDGE W/1 #5 CONT. -- - TREATED FILL. SOLID BEARING - '. J� } SOLID BEARING 0 20" 2-5TOR FOOTING NOTE: 0ol 1�" 1-STORY FOOTING NOTE: �� U - (k 20" 1-5TOR i FOOTING; NOTE: t- 0 1-STORY 8"XI/o" CON(. «1 1-STORY a"Xlo" CONC. 0 llt 1-STORY a"X20" CONC. } " # `n } 1 FTG. W/3 #5 CONT. � O 20 2-STOR FTG. UJ/2 5 CONT. FTG. W/2 #5 CONT, � � O 24 2-STORY 2-5TORY 10"X20" GONG. 2-5TORY 10"X20" LONG. `� 0 2-STORY 10"X24" CON(. Q eiJ FTC;. W/3 #5 CONT. FTG. W/3 #5 CONT. Q c0 FTG. W/3 #5 CONT. i i I I 1 M EXTERIOR WALL SCALE: 3/4" = 1'-0" 29 M GARAGE DOOR FOOTING SCALE: 3/4" = V-0" 32 � 8" THICKENED EDGE SCALE: 3/4" = 1'-0" 2 o EXTERIOR WALL WITH BRICK SCALE: 3 4" = 1'-0" M co / O i I I i I /#5 REBAR IN CONC. FILLED CELL PER 1/2" DIA. X 10" ANCHOR FLOOR PLAN, W/ MIN. 25'' OVERLAP, BOLTS OR 1/2" DIA_ X a" EXT. FINISH MAT. I, TIED TO CONT. ROD IN FOOTER SEE EXT. ELEV. 1-#5 x 24" REBAR OVER WALL PER PLAN EXPANSION BOLT5 2" X 5TUDWALL IBEARINC;) AND BOND BEAM, ALT. BENDS a"xa" CHASE 21" o.C. W/ 2" DIA. X 5TUD5 1Q" O.G. IN REINF. BAR IN FOUNDATION ONLY 4" CON( SLAB I/a" WASHERS a" C.M.U. W/ VAPOR BARRIER vD 2" X P.T. SOLE PLATE TOP OF SLAB :..;, - ------------------- P OR SP4 a 32" O.C. E AR CONT. 5 I lLLI ~ • - 4" CON(. SLAB W/ 0'-0" FIN. FLR. � � I _ FINISH C-GRADE -=�� - (� � •..--:.•.: �'' :.:.::..�•�. ; :•.:::..'::. 1 - -_ - . ;�::.�.. I I - -� � } 4° GONG. SLAB FINISH C;RAD1= T:;. '. ..;• ; . =1 = - I I f �L1....;:::. , P.V.C. CHASE 4" CONC. SLAB W/ VAPOR BARRIER :..... I I I A5 REQ- VAPOR BARRIER 4 CON(. --- I i - - — — — — II - _ - I 4 CONC- SLAB W/ - - .: :.: - L :•::... : :... .... - - - I � I I � I � � _III —III- .' . III —I I CHASE :.;:a: -:.-•;�--:..,o..::...,-,o::., ' ... �::•.---;:a.:.� . °-'•:: • =—_ — � — �—� � �- ' _ _ _ — .. ,. � .:...., :� •.:,..•:...;•'_ =1, • _ _ _ _ AROUND HA E _ I III —I I -III„ I I i ;III1 III=III I=III �VAFORBARRIER - -III .i III —III II 11�-III-III— I lid CLEAN, COMP., TERMITE Qyz - =1 I I- -1 - -CLEAN, COMP., TERMITE 1� "- i I i I �I I I=1 I 1 - " CLEAN, COMP., TERMITE c>J "' -- �- I I II ; TR>=ATED FILL. CLEAN, COMP TERMITE TREATED FELL. a tit - TREATED FILL. _ - - TREATED FILL. 4 a"XIS" GONG. SOLID BEARING 0 • SOLID BEARING; ,�. � U FTG. W/2 #5 CONT. fL fy Iro" I -STORY f�Y IG " I -STORY - 0 Ott - FOOTING NOTE: 0 - FOOTING-; NOTE: N Utl> 0 20" 2-STOR I -STORY a"X1ro" CONC. `te 0 20" 2-STOR 1-STORY a"X1(o" CONC. 0 - FTG. W/2 #5 CONT. �' U --- FTCx. W/2 #5 CONT. Q m 2-STORY 10"X20" CONC. Q c� « 2-5TORY 10"X20" CONC. I FTC;. W/3 #5 CONT- FTC;. W/3 #5 CONT, I 3 ? GARAGE CURB = — mUTILITY : - _ — �, SCALE: 3/4" 1' o" 34 CHASE SCALE. s/4" 1' o" 30 M STEP IN SLAB, NON —'BEARING SCALE. 3/4 = 1 -0 31 M STEP IN SLAB, BEARING SCALE. 3/4" - 1'-0" I NOTE: OONNEOTORS NOTED ON THESE [DETAILS ARE SI1� PSON STRONG -TIE UNLESS NOTED OTHERWISE I DOUBLE 2" X TOP PLATE I EXT. FINISH MAT. P.T. POST 5P2 � 32" O.C. i PER EXT. ELEV. PER PLAN POST ANCHOR GROUT TOP TO 2"X 5TUD5'a IG" O.G. P.T. POST I SEE FND. PLAN SHED WATER #2 SPF OR 13 SYP PER PLAN PER MFR- 1/2" DIA. X 10" ANCHOR 3/4" REG. SPEC'5. BOLTS OR 1/2" DIA. X a" EXT. FINISH MAT. I "o 5LIDING - GLASS EXPANSION BOLTS � PER EXT. ELEV. :,. 21 O.C- W/ 2 DIA. X I/8 WASHERS POST ANCHOR SEE FND. PLAN WALL PER PLAN I _ _ I 4" GONG. SLAB III—III—IIII =1 I 1=111=1 11= 4" CONC. SLAB W/ 4" CONC- SLAB W/ I `: W/ VAPOR - DOOR PER PLAN VAPOR BARRIER SPI OR SP4 32 O.C. VAPOR BARRIER a:':•; BARIER � III=III—III—� :::' •: III—III=1I1= ,� - - - - - -- i l l—I I I —I I I- I I I —III - 8 C.M.U. W-2" X P.T. SOLE PLATE M ALL - - - YO - - - - - - - - - - - - - - - I B>= ND —III—IIII I .'. � - l-l- — — _ �:=::.i•:::.::''r,•.;....,,` — - — 111—rl�lti=1t11- - -IIIIII—I � I •.....:.., '..:. 1-1-fif�itf� C AN GOM II III —III —I —I LE METAL THRESHOLD = _ ; a•, ®, . - � - - - -TERMITE •:�'�:. I—III-1 i ... III III —I —III-1 I —I I — �•:. III —I I—IIII — I OPTIONAL SILL_a1— I I. TREATED FILL: ::: •...: III- I I I I 5L I� INS LA55�. FORMED ON SITE 0 0 SEAL � I-S O Y E L a.�.., ct) R TN15 STRUCTURE HAS BEEN DESIGN TO MEET THE WIND SLOPE 1" IN IO' 1 I /ice `v 20" 2-STORY 3" MIN. COVER i 3" MIN. COVER MARCOS FIGUFROA P-E, LOAD REQUIRMENT5 OF SECTION 160(o OF THE FLORIDA 3'X3'X12" DEEP CON(. I 3'X3'X12" pEEP GONG. FL. LIC. No. 317a7 BUILDING; COPE 2001 EDITION. e I I -III III- SLAE3 FTG. W/3 #5 REBAR E.W. FE- D I STAL FTC. W/3 #5 REBAR E.W. FOOTING NOTE: I J. BASIC WIND SPEED - 120 MPN.C� 3 SEC. C�USTJ 4" CONC. SEAS W/ _ _ ; I DATE, 2.WIND IMPORTANT FACTOR - 1.0 1-STORY a Xl� GONC. FEB 2 � � VAPOR BARRIER FTG W/2 #5 CONT ��`� 3,WINp EXPOSURE - CA'iEG-sORY B EXPANSION JOINT 2-STORY 12"X20" CONc. SIGNATURE 4•fNTI=RNAL PRESSURE COEFFICIENT ±0.1a FTG;. W/3 #5 CONT. 5.COMPONENT/ CLADDING DESIGN WIND PRE55URE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±O.la INCLUDED) 7 EXTERIOR DOOR SILL SCALE: 3/4" = 1'-0" 8 M INTERIOR BEARING SCALE: 3/4" = 1'-0" 56 M POST/FOOTING CONNECTION SCALE: 3/4" I I revisions by • r N M LL i � ^ N c bA O �o vi C 4-d > "D • �n O E o LU cd O 0 •t-� c Cz ^ �+- Z J v z in Ln ® J V) N V J 0 Lu 0 Q Lu U a� 0 n. U M0 W drawn by DR checked by M.D.G date 02/12/04 scale AS DOTED job no. 04-6486 SIMPSON SP2 ROOF FRAMING DOUBLE TOP PLATE 11 CON'T. BOND BEAM _ P W/1 #5 REBAR CONT. LU -1 (k IL i 4 ILI POURED CELL W/1 #5 BAR , } � CONT, FROM BEAM TO ; FTG. W/10" NOOK MIN. 1. , IX N <� � 21I kL (FI z d� Q } �t CIA�• ;•� (O� 21I PTO ICJ lU Q tr 1/2' B E CA SEE LAYOUT 2 SPF OR #3 SYP H 2.5 GARAG-cF DOOR . EACH STUD W/ HARDWARE - - 2 "X PER PLAN XG P.T. 2"X(o" P.T.-� (2) 2 X12 HEADER HU HE PSONDN2: R (2) NUGHES RT1a EACH TRUSS C.M.U. WALL FILLED CELL OR SIMPSON L5TA21 12" STRAP TO LLED CELL) AT END OF HEADER EACH STUD ---� TO JACK STUDS PLAN VIEW CRIPPLE STUDS NO 2-12d. NAILS MIN. CONNECTOR REQ'D. TOP CHORD OF TRUSS HEADER STUDS BLOCKING X0" P.T. ATTACHED -- C.M.U. WALL W/4 (2) FULL DIA. X a" ANCHOR LENGTH WALL ;r OLTS OR 1/2" DIA, X G " STUDS FOR NO CONNECTOR REQ'D. LTI REDHEAD W/ 4" OPENINGS MBEDMENT GREATER THAN 40" 5IMIP5ON 5P1 HUGHES HCLH/RH SIMPSON 5P4-- OR SIMPSON H3 OR HUC HES TP4 ELEVATION VIEW r 41 M STEP DOWN TIE BEAM SCALE: 3/4" = �� 44 M GARAGE DOOR BUCK SCALE: �/2" - �'—o" 45 ? BEARING OPENING WOOD FRAME SCALE: N.T.s. 49 ?CRIPPLE WALL ON TRUSS SCALE: 3/4" = 1'-0" M r) / HURRICANE CLIPS OR TRUSS ANCHORS - SEE ROOF TRUSS z EXTERIOR FP INTERIOR LAYOUT FOR SPECIFICATIONS MINIMUM WALL AND HEADER STUD REQUIREMENTS DOUBLE 2"X TOP PLATE STRAP TOP PLATE 4 HEADER TOGETHER W/2 RTIa MIN. U.N.O. L' I 2x12 412 SYP W/l/2" PL YWD ALL LAPS MIN. 25" OR 7/1G " O.S.B. FLITCH DOWEL LAPPED WITH III WALL REINF. 10" NOOK MIN. C it 2x CRIPPLES UNDER HEADER #5 REBAR VERT. �- ' L1=' - - - - - AT END OF HEADER CORNER FROM FOUNDATION TO 115 CORNER BAiR BOND BEAM Maximum Header Span (ft.) 3' 6' 9' 12' 15' 18' Number of Header Studs Supporting End of Header 1* 1 2 2 t 2 2 Unsupported Stud Number of Full —Length Studs Wall Height Spacing at Each End of Header 10' 12 in. 2 2 3 3 3 3 or less 16 in. 2 2 3 3 3 3 24 in. 1 2 2 2 2 2 greater 12 in. 2 2 3 4 5 5 than 10' 16 in. 2 2 3 3 4 4 24 in. 1 2 2 2 3 3 1u 2"X STUDS -a 16" O.C. to - H 2.5 TOP 4 BOTTOM EA STUD X _ TIONAL CONECTION AT TTOM OF STUD, HETA I& 750(F;;)z {1 SPH4 AT EACH STUD. —t IL LL LLI LLI C> 2"X P.T. SOLE PLATE 1/2" DIA, X a" ANCHOR II BOLTS OR 1/2" DIA. X 6" EXPANSION BOLTS 3 2 " O.C. W/ 2" p . ` 1/a" WASI I S CELL POURED 50LID ER The header stud shall not be required if the header is supported by a suitable framing anchor. FLAN VIEW supported HETAlro 'a EACH STUD MAY BF USED INSTEAD OF THE ANCHOR BOLT AND H2.5 ) BOTTOM. m 42 M CORNER -VERTICAL WALL REINF. SCALE: 3/4" _ II'-0, 46 M HEADER DETAIL SCALE: N.T.S. 50 � KNEE WALL TO MASONRY SCALE: 3/4" = V-0" CD NOTE: CONNECTORS NOTED ON TI=IESE DET,41LS ARE SIMIFSON STRONG -TIE UNLESS NOTED OTHERWISE BEAM PER FRAMING LAYOUT PRECAST LINTEL 2 X P.T. ( all C.M.U. WALL INSTALL WINDOW PER { ❑-�~ WINDOW MFR. SPECS. X_ :, 1. a" C.M.U. WALL & LOCAL WIND CODE. 2 "X P_T. SEE FLOOR PLAN ul CFILLED CELL) FOR WINDOW SIZE WINDOW SILL 1; �`'• #5 BAR CONT. I MTS12 (SEE FLAN VIEW I"X4" P.T. WOOD BUCK W/ W/ MIN. 24" LAP. I FRAMING-,: LAYOUT) CONC. 51LL 3/1ro"X2 3/4" TAPCONS AT GONG. GOLI--P.T. POST _ Q 2 "X4" P.T. ATTACHED G " FROM CORNERS AND AN I PER PLAN TO G.M.U. WALL W/ EXT. FIN15N MATERIAL _ PER PLAN SFF EXT. ELEV. �. I/2" DIA. X a" ANCHOR _� OFFSET PATTERN N �- EXT. FINISH MAT. BOLTS OR I/2" DIA. X roll EXT. FINISH MAT. -I HILTI REDHEAD W/ 4" E a C.M.U. WALL, SEE PR EXT. FLEV. <( FLOOR PLAN P.T. FURRING 4 DRYWALL I PER EXT. ELEV. {' EMBEDMENT 24" O.C. MAX. GONG. FILLED I SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND LU CELL rFLMARG05 FIG-�UEROA P.E. LOAD REQUIRMFNTS OF SECTION 1ro0ro OF THE FLORIDA . LIC. NO.31-101 BUILDING CODE 2001 EDITION. CONCRETE 5EAM i WOOD 5EAM DAT A I. BASIC WIND SPEED - 120 MPH.(,@ 3 SEC. GUST.)`,$ 2.WIND IMPORTANT FACTOR - 1.0 .WIND EXPOSURE - CATEGORY B SIGNATURE -4,INTERNAL PRESSURE COEFFICIENT ±0.1a 5,COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.1a INCLUDED) 43 ONRY FRAME ATTACHMENT SCALE: 1/2" = V-0" 17 WINDOW SILL AT BLOCK SCALE: 3/4" _ V-0" 55 9OST BEAM CONNECTION SCALE: 3/4 m V-0" revisions by • N M J U_ L V) LU "t U V)p Q. Ct- � tA v Cz CO > C "o Q ®LO ce0^� E LU N O V d Q Q x Cz (z Z z V L a) N d- i7i v L 4J • J V) � N V ! C � LU c� 0 � U > Q v rd U 'W u drawn by DR checked by M.D.G date 02/12/04 scale AS NOTED job no. 04-6486 i NOTE: -MIN, I/I6" STRUCTURAL SHEATHING REQ ,D ON BOTH SIDES OF ARCH W/ PRECAST ABOVE NOTE: HEAPER/CONVENTIONAL 6dNAILS e 6 O.0 TO SIDE 4 TOPNAILER • MIN. 1/16" STRUCTURAL SHEATHING FRAMING PER LOCATION • 2XH'5 OR 2X6'62 MAY BE U5ED. REa,D ON BOTH SIDES OF ARCH W/ "2 P.T2x4 MIN. 6dNAILS 0 6" O.C. TO SIDE 4 TOPNAILER. (TYPICAL) 2X3'S OR 2X6'S MAY BE USED. 2X4'5 EVENLY SPACED(TYPIGAL) _ W/(2) 8 d's FLO.C. S 2X4'S EVENLY CONVENTIONAL ON BOTH ENDS eAX.SPACED(TIPICAL) FRAMING=(TRANSITIONN FROM IX TO 2X BUGK W/(2) 8 d's / A5 PER PLAN EXT. FINISH ROOF MATERIAL 15# FELT PAPER OVER EXT. GRADE BIJ ON BOTH ENDS SEE EXT. ELEV. ROOF SHEATHING W/ "N" CLIPS iI�- 2 X P.T. SHOT TO C.M.U. WITH EITHER (2) 0.145 DIAM. HILTY/RAMSET CM.U. CM.LPINS STAGGERED WITH 1-3/4"MIN. 912" O.CMAX 4kI I I OR (I)U16" TAPCON W/1-3/4"MIN.EMBEDMENT e12"O.C. MAX. L METAL DRIP EDGE'-�� cM.U. I I IJ 2 X P.T. SHOT TO CM.U. WITH EITHER (2) 0.145 DIAM. HILTY/RAMSET WOOD FASCIA, ('SEE -- -- 1111 TRANSITION PINS STAGGERED WITH 1-3/4"MIN. 912" O.C.MAX ELEVFOR STYLE I I7 . FROM OR 0P/16" TAPCON W/1-3/4"1`11N.EMBEDMENT 912"O.C. MAX. DaUFLE 2x TOP PLATE I I II X TO 2X BUGK I I IJ NOTE: I MINOR CHANGES MAY TE:VENTED SOFFITL-��F,12l 11J i I TYP, ARCH OPENING CMU OCCUR AS PER MINOR CHANCES MAY TYP 2'� AND OFESNEARWDALL PANEL INDIVIDUAL OPENING. SCALE: NTS. OCCUR AS PER EXT. FINISH MATERIAL "X BRACING' TYP. ARCH OPENING FRAME OVER CMU INEDIVIIDUALOPENING. SEE EXT. ELEV, FIRST 3 SCALE: NTS. TRUSSES I III PRE-ENG. ROOF TRUSSES '� 24" A O.C. MAX., PER TRUSS MFR.--, T ,5 C 2x WD. STUDS o) 16" O.C. EXT. GRADE SHEATHING W/ 2x BLOCKING PER. SPECS. I ' META Ira @ 24" O/C --J/ ---- - - 1/2" STRUCTURAL SHEATHING BOND BEAM FULLY GROUTED — (RATED) W/ 06. NAILS /@ 4" W/1 #5 CONT. W/ UPLIFT STRAP) O.C. AROUND ALL EDGES OF PER FRAMING LAYOUT DRYWALL THE SHEATHING AND 12" O.C. INSULATION AT INTERMEDIATES. III TI�U�� NOTE: #5 REBAR IN FILLED CELL 2X P.T. W/ 1/2 DIA. ANCHOR TF�lJSS NOTE: PER FLOOR PLAN, W/ MIN. I 30TTOM CHORD MAY FE SLOPED -SEE PLR. PLAN BOLTS 32" O.C. BOTTOM CHORD MAY FE SLOPED -SEE PLR- PLAN /TRUSS LAYOUT FOR CEILING CONDITIONS-TYP. 25" OVERLAP, TIED TO HTT22 EA. END OF /TRUSS LAYOUT FOR CEILING CONDITIONS-TYP. CONT. ROp IN FOOTER P.T. FURRING 4 DRYWALL SNEARWALL PANEL SEE AND BOND BEAM W/ INSUL. 4 V.B. EXT. FINISH ROOF MATERIAL ELEV. SEE EXT. ELEV. ----- EXT. FINISH ROOF MATERIAL SEE 15# FELT PAPER OVER EXT. GRADE SEE EXT. ELEV. ELEV. ROOF SHEATHING W/ "H" CLIPS INSULATION BAFFLE, 15# FELT PAPER OVER EXT. GRADE 2" MIN. CLEARANCE ROOF SHEATHING W/ "H" CLIPS ` PRE-IENG. ROOF TRUSSES - INSULATION AS REQUIRED 16 =GABLE AT BLOCK °� 59 S H EARWALL PANEL SCALE: N.T.S. 24 O.C., PER TRUSS MFR. SCALE: 3 4 = 1 -O INSULATION BAFFLE, =-- 2X NAILER CD O.C. Ln MAX.,POOP TRUSSES . 24" 2" MIN. CLEARANCE METAL DRIP EDGE -� O.C. MA., PER TRUSS MFR. INSULATION AS REQUIRED WOOD FASCIA, SEE DOUBLE 2X TOP METAL DRIP EDGE == 2X NAILER ELEV. FOR STYLE PLATE W/ UPLIFT STRAP PER FRAMING LAYOUT WOOD FASCIA, SEE _� BOND BEAM FULLY GROUTED VENTED SOFFIT 15# FELT PAPER OVER EXT. GRADE ELEV, FOR STYLE '� \_" W/I #5 CONT. W/ UPLIFT STRDRYWALL AP EXT, FINISH ROOF MATERIAL PER FRAMING LAYOUT EXT. FINISH MATERIAL 2X STUDS 'a 16" O.C. SEE EXT. ELEV. ROOF SHEATHING W/ "H" CLIPS P.T. FURRING DRYWALL OVER SEE EXT" ELEV" GATT INSUL. AS REQ. VENTED SOFFIT VAPOR FARRIER 4 INSUL. EXT. GRADE SHEATHING METAL DRIP EDGE--- TRUSS HEADER DOUBLE 2X4 TOP PLATE PER. SPECS. MTOSI2.ETIPIICAL)ON (U ABOVE HEADER , WOOD FASCIA, SEE EXT. FINISH MATERIAL o.:' ELEV. FOR STYLE SEE EXT- ELEV. TIED TO CONT. ROD IN FOOTER SEE ELEV. SEE ELEV. AND FOND BEAM, ALT. BENDS FOR O.W. VENTED SOFFIT 12" TYP (2) 2x12 0 2 S.Y.P. HEADERS FOR a.N. IN REINF, BAR 2X BLOCKING 3 BAYS [DEEP EXT. FINISH MATERIAL F� 4a° O.C.ATT INSFROM RIDGE, TOP INSUL. AS REQ. - SEE EXT. ELEV. 4 F O.C. OF TRUSSES ,5" C.M.U. WALL, SEE 2"X STUDS @ 16" O.C. PRE-ENG. ROOF TRUSSES '@ 24" (z)LSTA z4 wi FLOOR PLAN O.C. MAX., PER TRUSS MDR. II PER STRAP EXT. GRADE SHEATHING DRYWALL PER SPECS, EXT. GRAPE SHEATHING n n r EXT. FINISH MATERIAL P.T. FURRING 4 DRYWALL PER. SPECS. n n. EXT. FINISH MATERIAL (TYPIGAL)'Oa KNEWALL CONNECTION SEE EXT. ELEV. ;' ': META Ir � 24 O/C TO MA50NRY AS SEE EXT. ELEV: (2) 2"X12HEADER BOND BEAM FULLY GROUTED PER DETAIL® " I"X4" P.T. LINTEL W/1 #5 CONT. W/ UPLIFT STRAP WOOD PUCK W/ --� PER FRAMING LAYOUT DRYWALL 3/16"X2 3/4" TAPCONS AT INSULATION AS REQUIRED 6" FROM CORNERS AND FLASHING AS REQ. SEE FLOOR PLAN 16" MAX. O.G. IN AN 05 REBAR IN FILLED CELL ----2X P.T. W/ 1/2 DIA. ANCHOR FOR WINDOW SIZE OFFSET PATTERN INSTALL WINDOW PER PER FLOOR PLAN, W/ MIN. BOLTS,@ 32" O.C. SEE FLOOR PLAN WINDOW MFR. SPECS. 25" OVERLAP, TIED TO FOR WINDOW SIZE CONT. ROD IN FOOTER P.T. FURRING DRYWALL -INSTALL WINDOW PER 4 INSTALATION INST. WINDOW MFR. SPECS. AND BOND BEAM W/ INSUL. 4 V.c3. 4 INSTALATION INST. - INSTALL WINDOW PER INSTALL WINDOW PER WINDOW MFR. SPECS, "JUN� �N�KY DEVIL �---� WINDOW P'1FR. SPECS. SEE FLOOR PLAN W INSTALATION IN57. INSTALATION INST. SCALE: N.T.S. SEE FLOOR PLAN FOR WINDOW SIZE FOR WINDOW SIZE WINDOW SILL WINDOW SILL P.T. WINDOW SILL 15 � GABLE END BLOCKING SCALE: 3/4" = 1' 0" PX4" F.T.WOOD BUGK W/ EXT. FINISH MATERIAL CONC. SILL 3/16"X2 3/4" TAPCONS AT SEE EXT. ELEV. EXT. FINISH MATERIAL 6 FROM CORNERS AND SEE EXT. ELEV. 16" MAX. O.C. IN AN EXT. GRADE SHEATHING OFFSET PATTERN PER SPECS. INTERIOR BEARING WALL BOTTOM P.T. PLATE 8" C.M.U. WALL, SEE 2"X STUDS 16" O.C. MAY BE SNOT W/ 2x" MIN..145 DIA. HILTE / RAMSET FLOOR PLAN ---- P.T. FURRING 4 DRYWALL DRYWALL GATT INSUL. AS REQ. PINS a16° O.C. MAX. IN LIEU OF 'iz" ANC. FoLTS EXT. FINISH POOP MATERIAL REBARS MAY BE DRILLED AND EPDXIED INTO SEE CONC. SLAT 6" MIN. EMFEDMENT _/#5 REBAR IN CONC. FILLED CELL PER EXT. FINISH MAT. — 2X STUDS 16" O.C. SEE EXT. ELEV. ELEV. FLOOR PLAN, W/ MIN. 25" OVERLAP, SEE EXT. ELEV. -- # WHERE TRUSS STRAPS ARE NOT IN PROPER EXT. FINISH MAT. SEE FLOOR PLAN 15 FELT PAPER OVER EXT. GRADE SEE EXT. ELEV. �, TIED TO CONT. ROD IN FOOTER ROOF SHEATHING W/ "H" CLIPS PLACEMENT PROVIDE MT516 (SIMPSON) AND FOND FEAM, ALT. FENDS EXT. GRADE SHEATHING GATT INSULATION AS REQ'D. . WITH 3-3/16"x2 3/4" TAPCONS MAY FE USED IN REINF. BAR PER SPECS. DRYWALL INSULATION BAFFLE, TO INSTALL TRUSS STRAP TO REINFORCED WALL PRE-ENG. ROOF TRUSSES a 24" 2" MIN. CLEARANCE all C.M.U. 1/2 DIA. X 10 ANCHOR O.C. MAX., PER TRUSS MFR. INSULATION AS REQUIRED ALL SINGLE STORY INTERIOR BEARING WALLS P.T. FURRING, DRYWALL 4 BOLTS OR I/2" DIA. X (o" 2X P.T. SOLE PLATE INSUL. W/ VAPOR BARRIER EXPANSION BOLTS METAL DRIP EDGE =- 2X NAILER TO FE #3 KDSYP OR #2 SPF U.N.O. FASE FOARD 70P OF SLAB 21" O.C. W/ 2" DIA. X 3ASE 30APD TOP OF SLAF %I/8" WASHERS WOOD FASCIA, SEE .I:.:.:. `..:; 0'-0" FIN. FLR. - - 0 -0 PIN. PLR. ,i Q ; ..Q ELEV. POP STYLE____ BOND r3EAM FULLY GROUTED NOTE: CONNECTORS NOTE ON THESE DETAILS FINISH GRADE ~ — _ — —_ FINISH GRADE _ III=III=III — - PER FRAMING LAYOUT ��� �li�i'�ON �T><'ON-TIC UNl_�� NOTI� OTNUJI� 4" CON(, SLAB W/ -=I I :;. —III—III I 4" GONG. SLAB W/ VENTED SOFFIT P.T. FURRING 4 DRYWALL OVER VAPOR FARRIER #5 REBAR IN GONG. �' ..; :: i I _ I I' VAPOR FARRIER VAPOR BARRIER INSUL. III II I -II -FILLED CELL PER #5 REBAR IN FILLED CELL PER -III ': III HEADER BLOCK FLOOR POUND. PLAN, i I I= ` ~.'.:, III Imo- HEADER BLocK EXT. FINISH MATERIAL �FLOOR PLAN, W/ MIN 25" OVERLAP, 4E _ ALT. FENDS IN REINP. SEE EXT. ELEV. TIED TO CONT. ROD IN FOOTER GLEAN, COMPACTED, BAR. ® I% I 1- CLEAN, COMPACTED, AND BOND BEAM, ALT. BENDS SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND TERMITE TREATED FILL. TERMITE TREATED FILL. SEE ELEV. _I y.`,. IN REINF. FAR FOR O.H.MARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA SOLID BEARING ::_h . ?"XI6" GONG. SOLID BEARING .... 8"X16" CONC. FL. LIC. NO. 31-101 BUILDING CODE 2001 EDITION. � 16" FTC. W/2 #5 CONT. W 16 FTC. W/2 #5 CONT. r���� NOTE: 1. BASIC WIND SPEED - 120 MPH.(� 3 SEC. GUST.) w - - .F BOTTOM CHORD MAY BE SLOPED -SEE PLR. PLAN DATE 2.WIND IMPORTANT FACTOR - 1.0 O > /TRUSS LAYOUT FOR CEILING CONDITIONS-TYP. FED 2 5 200 ,WIND EXPOSURE -CATEGORY F SIGNATURE 4,INTERNAL PRESSURE COEFFICIENT ±0.1,5 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.18 INCLUDED) 21 M BLOCK WALL SECTION SCALE: 3/4))m V-0" 22 M FRAME WALL SECTION SCALE: 3/4" = V-0" 13 M TRUSS AT BLOCK SCALE: 3/4" = 1'-0" Xr revisions l c )O M r u— N n L N L. u E O O N cz > "o 00 CL • C s oLL.Jcd O 0 4-J L o QQ x c Q cii IN 4- IL IL Z0 z Ol (1) dt Lr) v • J V) N CO LLB , 0 N --1 O U N 0 c�S U O E 9L11 I J drawn by checked by M.D.G. date 02/12/04 scale AS NOTED job no. O4-6486 I IL - revisions by l n KI NOTE: ALL AMOK DETECTORS ARE TO 5E HARD WIRED AND INTERCONNECTED ELECTRICAL LEGEND fPC Ceiling Mounted Light Pull Chain Light Recessed Light Wall Mounted Light Wall Wash Recessed Duplex Receptacle 220 V Receptacle =(n 1/2 hot, 1/2 switched �UJP Water Proof Receptacle _Ej Floor Receptacle _Q: Pre -Wire for Clg. Fan �GFI Ground Fault Interrupt �D Wall Switch �D 3-Way Switch ,o Dimmer Switch �® Telephone Jack H Cable Jack ® Pre -Wire Garage Door Opener Fluorescent Light Electrical Panel 00 Chime I Door Bell/Garage Door Switch Disconnect Switch WElectrical Meter S.D. Smoke Detector —�j Ceiling Fan Wall Sconce Q� O-Q-O Chandelier KIIC Intercom Spot Light Flush Mount Fluorescent Light — Fan/Light Combination 0 Garbage Disposal Motor Q 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 /9"-1'—O" SEAL TH15 STRUCTURE HAS E3EEN DESIGN TO MEET THE WINED 1ARCO5 FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 100ro OF THE FLORIDA FL. LIC. NO. 3170-1 BUILDING CODE 2001 EDITION, I. BASIC WIND SPEED - 120 MPH.C� 3 SEC. GU5T.) DATE 2.UJIND IMPORTANT FACTOR - L0 FEB 2 5 2001, 3.WIND EXPOSURE - CATEGORY B SIGNATURE 4.INTERNAL PR1=55URE COEFFICIENT ±0.1,5 5.COMPONENTI CLADDING DESIGN WIND f-RESSURE AS E'ER PLAN. (INTERNAL PRE5SURE COEFFICIENT ±0.18 INCLUDED) M .J LL C Lou bo UC Ll Q 0 —r-. > C: '�o • Ln 0�� E OLLJ (CS o 4-1 c X 0 C31 (3) c u •� Lr) N • Vi r � N V 1 0 N J�O � � o N U Q Q. 0 U 0 00 EISE] 1 0 drawn by DR checked by M.D.G. date 02/12/04 scale AS NOTED job no. O4-6486 drawing no.