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HomeMy WebLinkAbout133 Venetian Bay Cir 04-2740 New SFHft PERMIT ADDRESS CONTRACTOR ADDRESS Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 PHONE NTiNIBER CRC 041929 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE 0 k SUBDIVISION PERMIT # 4C DATE_' . PERMIT DESCRIPTION PERMIT VALUATION�� SQUARE FOOTAGE n 0 Y revisions by A d HOSE DESIG3N SERVICES/ INC, 5aO CAFE COID LANE SUITE ALTAMONTE 5ffRINGS/ FL, 32114 FH, «01 > a& 2 = 5444 KUL ME] r- -A an 1-9 c� L 5U1LrDEFs: I"l-ORRISON PCC IES 151 SOUTP MALL LANE/ SUITE 200 MAI-1 LAND/ PLo 32751 fH: «01> 62-�)=00 11 FAX: «01> &213=5202 PLANS qVIEW�1) LOF i SANFORD fREV16ION5 CHANGE DATE DESCRIPTION. THIS STRUCTURE HAS 3FEN DESIGN TO MEET THE WIND MARCOS FIrz;UFROA P.F. LOAD REOUIRMENTS OF SECTION 100( OF THE FLORIDA FL. LIC. NO. 31101 3UILDING CODE 2001 EDITION. DATE UN I 1- 3ASIG WIND SPEED - 120 MPH.(v 3 SEC. GUST.) 9 .OU4 2-WIND IMPORTANT FACTOR - 1.0 3,WIND EXPOSURE - CATEGORY 5 SIGNATURE .4.INTERNAL PRESSURE COEFFICIENT ±0.18 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE i l v' AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT \ 1 UA ±0.18 INCLUDED) , s U 4 M J LL LuWt/ ^^9i '. { E V) O vi 00> -J N c fl. L 0 s o LLJ cz d. N o �-' ox C rid c 4- «5 Z 4-1 a ( v �t • J ®®� V) � � C� O Lu a� ® Uo 3: 00E:E] I drawing no. revisions by 0 0 AfJ11_i7111 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: 53-1/a" x 72": TEST REPORT: OL1-31239 SIZE TESTED: 53-1/8" x 72": TEST REPORT: OLI-31239 TESTED DP: POS. & NEG. 40 PSF; GLAZING: 1/6' THK. ANNEALED GLASS TESTED OP: POS. & NEG. 40 PSF; GLAZING: 1/8" THK. ANNEALED GLASS WINDOW SIZE(INCHES) DESIGN PRESSURE CAPACITY IN PSF TAPCON ANCHOR LOCATIONS REQ'D IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR 19-1 8 x 26 157 157 19-1 8 x 38-3 8 108 108 19-1 8 x 50-5 8 BO 8019-I iT B x 54-5 d 75 75 55-5 B73 73 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 26-1/2 x 38-3 d 77 77 B F.G 26-1/2 x 50-5 8 66 56 B F.G,H.1 26-1/8 s 54-5 a 61 61 B FGHI 26-1/2 x 55-5/8 60 60 B F,G,H,1 26-1 2 x 63 54 54 B F G H I 26-1 2 x 72 47 47 B F.G,H.1 30-1 2 x 26 103 103 B FG 30-1/2 a 38-3/8 65 65 B F.G 30-1/2 x 50-5/a 57 57 B FC HI 30-1/2 x 54-5/8 55 55 B F.G.H,I 30-1 2 x 55-5 a 54 54 B FGHI 30-1 2 x 63 49 49 B F6G,H.1 30-1 /2 x 72 44 44 B F,G,H.1 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 FG 37 x 38-3 8 51 51 B FC 37 x 50-5 8 47 47 37 x 54-5/8 45 45 B F,G,H,I 37 x 55-5/8 45 45 B F G H I 37 x 63 41 41 B F,G.H,I 37 x 72 40 40 B F,G,H,I 48 x 26 83 83 AC F G H I 4a x 35-3 8 40 40 B F.0 48 x 50-5 8 40 40 8 F,G,H,I 48 x 54-5/8 40 40 B F G H I 48 x 55-5/8 40 40 B F,G.H,1 48 x 63 40 40 0 F C fl I 48 x 72 40 40 B F,G,H,I 53-1 8 x 26 82 82 AC F G H I 53-1/8 n 38-3/13 40 40 0 F.G.fl. 53-1/8 x 50-5/8 40 40 B FC HI 53-1/8 x 54-5/8 40 40 0 F,G,H,1 53-1 8 x 55-5 B 40 40 B FC HI 53-1 8 x 63 40 40 B F,C,H,I 53-1/8 x 72 40 1 40 B F.C,H.1 1.) WfIERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSFFIVE 1.) WHERE WATER RESISTANCE TEST REQUIREMENT OF 157 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: (LANCE FRAME WINDOW IN CONCRETE OR MASONRY OPENING, USE 3/16 DIM. 2.) INSTALLATION: (LANCE 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 ]8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK 4.) INSTALL #8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4" 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 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 APPROPRATE DESIGN PRESSURE REQ'D. INSIDE HEAD STUCCO _ DRYWALL WINDOW P3/1III I'X4' P.T. I5UCK STRIP WTH. 6'X2 V4' TAPCON INTO CM11 THROWN A FINISHED OPENNG IWIDTH �IN. 1 1/4' EMBEDMENT CK WITH M I D- E STUCCO STUCCO 2 FINISHED OPNG ENIWIDTH CALL SIZE WIDTH I'X4' P.T. BUCK 6TRIP I'X4' P.T. BUCK 6TRI _ TAPCON INTO CML THROIKH BUCK WITH I V4' EMBEDMENT iJ - /16'X2 I14' TAPCON INTO C14A THROWH 3/16'iQ I/4' TAPGON INTO CJ-IL THROW O j tSr. BUCK WITH MIN. 1 1/4' EMBEDMENT BUCK WITH MIN. 11/4' EMBEDMENT �- 1'XP' I'XP' UTSIDE RYWALL DRYWOUTSIDE (J I �( (J ALL W I * O W I -I JAMB JAMB T• F FINISHED TENT IDTH NO FASTENERS THROWN SILL FINISHED STOOL( BT OTHERS) / CAULK PRE -CAST CONCPETE 511-L N- I INSIDE I SILL ELEVATION MASONRY N5TAL LAT I ON VIEWED FROM EXTERIOR 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" I 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" P3'0"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 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 S1­112 20"x24"± 1830 SH13 20"x36"+ 1840 SH14 20"x48"± 1850 SH15 20"x60"± 1860 SH16 20"x72"± 2020 SH1H2 24"x24"± 2030 SH1H3 24"x36"± 2040 SH 1 H 4 24"x48" ± 2050 SH1H5 24"x60"+ 2060 SH1H6 24"x72"± 2220 N/A 26"x24" ± 2230 N A 26"x36"± 2240 N/A 26"x48"+ 2250 N/A 26"x60"± 2260 N/A 26"x72"± 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"x24" ± 4030 N/A 48"x36"± 4040 N/A 48"x48"± 4050 N/A 48"x60" ± 4060 N/A 48"x72" + 4020 SH32 53"x24"+ 4030 SH33 53"x36"± 4040 SH34 53"x48"± 11 4050 SH35 53"x60"± 4060 SH36 53"x72"± FLOOR PLAN LEGEND 2Xa f=.T. 1. Dbl. sink adjacent to dish washer. STRUC'L E3UCK (See plan.) (T'I'IFICAL) 2. Range/cooktop w/ venting - per code. 3. Oven w/ venting - per code. DOOR OR WINDOW PER PLAN ATTACHED DIRECTLY TO 4. Refrigerator space - per builder. STRUCTURAL 5UCK i=)ER 5. Linen/pantry w/ 4 shelves - per builder. MANUFACTURER'S RECOMENDATIONS 6. Built-in desk/vanity w/ countertop @ 30" 4 INSTALLATION INSTRUCTIONS. high - per builder. STRUCTURAL 2Xa BUCK W/1/411 -DIAMETER TAPCONS AT 611 O.C. AND AT 3" FROM ENDS AND EDGES. OR (2) ROWS OF 0.145" DIAMETER HILTI/RAMSEY PINS STA(2pCiERED AT 6" O.C., AT 3" FROM ENDS AND 2" FROM EDGES. FASTENERS EM5EDED IN TO 5LOCK 13/4' MINIMUM.TYF'ICAL. 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 - INDICATES P.S.F OF WIND BY AN AUTHORIZED BORA-CARE PRESSURE @OPENING ATMENT CO. PRETRPER FBE CC 2001 SECTION 1010.10) SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND '1ARCO5 FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 1006 OF THE FLORIDA FL- LIC. NO. 31-iol BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 120 MPH.(,@ 3 SEC. GUST.) DATE JUN j 1 2004 2.WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY 13 SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT ±0.18 5•COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.10 INCLUDED) J 7. Countertops @ 36" high w/ cabinets above. (See plan.) 8. 2x6 wall 40 1/2" high with raised countertop @ 42" A.F.F. 9. Washer/dryer space. (plumbing & venting per code.) 10. Drop -in tub with wood framed deck - per builder. 11. Shower with tempered glass enclosure. 12. Pre-fab. tub/shower - per builder. 13. Rod and shelf - per builder. '14. Ceramic/vinyl tile flooring - per builder. 15. 2x6 wood frame wall. 16. 2x8 wood frame wall. 17. HVAC(s) w/ platform - install per code. 18. HVAC compressor(s) on 4" deep concrete 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.) 22. Wall @ 36" high w/ finished cap - per builder. (See plan for dimensions.) 23. Arched opening - style per builder. Area Tabulations 24. Decorative niche @ 36" high - per builder. (See plan for dimensions.) 25. 36" pre-fab. fireplace w/ hearth - per Total Living: 104ro SF builder. (See plan for venting.) 26. Built-in media wall/bookcase - per 33 SF builder. (See plan for dimensions.) earage: 452 SF 27. Built-in seat - per builder. 28. Railing system @ 36" high - per code. Total Area: 2331 SF 29. Steps down to grade/garage floor as regId. (7 1/2" riser max. u.n.o.) NOTES: WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify 1. GARAGE DOOR TO BE and be responsible for dimensions and conditions CERTIFIED BY MFR. FOR 120 M.P.H. of be the job and Home Design Services, Inc, must notified in writing of any variation frorn the 2. ALL TUB & SHOWER UNITS WILL dimensions, conditions and specifications appearing HAVE ANTI -SCALDING DEVICES on these plans. INSTALLED. 3. ALL DOORS TO BE 6'-8" TALL Floor Plan U.N.O. OR PER BUILDER/CLIENT. Scale: 1/4"-1'-0" , M _J LL Ln Vh ) bZ LUW1/ ) iIt O V) 0 C 00 a. • " 0 O Ln c V Q X Z C3'i d in U t t • u V) 4J N � CO LU Q V) O 4-1 LU U Q � 0 Q. U .\ / 00 drawn by ball V checked by SC date 06.0 -04 scale AS RIOTED job no. 04-5335 drawing no. 40'-0" revisions by v I,w•.. , I Q I I If, 4 4' lo 32 ol D1 2�01 011 141-011 3'_C-J'I Q'_�'I 2011 41-411 ol 01-011 E1-011 F -NEW - 12' x 2G ' CONC. PAD 1 pl AMENI DI ■ 5L_C�L.pR. .-- ._ . . __ - -- _ ----------'------'-- _ _ - I 0MEN I I pl I I I I IN = I i■ Q I = F I 0-) - CNI 2 _ 3 _4 3�_aI 11 _10" ■I - l i TUE3. I I - Nil r i I , W.C1 LAv, _ ■ I SINK � � � � W/ DISP. CO / '� I D.W. _ � ----J 30 �1 _ - I I� >ar 10_ 1 pI �� �� �IL Av, I■ 3 Olt ELE\ 1 OPT. I I REF.CL o ■ I .I II(toP� I pl � LI_ - 3(0 F DI I _ 4„ -,---------- - WI-{. --------� - Ell cr E L E V. 3 -1/2 " 5F.P. I 31 ■ DI DR.W/�j) I 1 S : L --F � Q-3 qF u1 = A 1/2' z 0 ■ I_L- ■ s • ■ il - 1 I 3 29 D1 32 DI DI DI - IN 0 IN c CJ 41 oil 41 CJ_ 0 11 � all SC/ SC/ I KJ I � 4 1� (� 15'-411 141_0" 10'-011 401-01 I D1 (�). I � Q � Q 34 D I T- 3' x 4' CONC. 0- PAD FOR:' A/C COMP. Q STRUCTURAL NOTES: 1 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 BALCONIES ---- 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 U.N.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 psi 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 A185. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 4.5 PROVIDE THE FOLLOWING COVERAGES OVER REINFORCING: BOTTOM/TOP/SIDES FOOTINGS: Y/2"/Y BEAMS: 1 1/2" COLUMNS: -/-/1 1/2" 4.6 SEE CONCRETE BEAM SCHEDULE FOR MINIMUM STEEL LAP REQUIREMENTS 4.7 EARTH SUPPORTED SLABS: ( INCLUDING EXTERIOR WALK AND DRIVE SLABS): 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AT MID DEPTH OF SLAB. FIBERMESH MAY BE USED IN LIEU OF WWF AT THE CONTRACTOR'S OPTION. 4.8 CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C-94-78A 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-180. 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). 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 COMPRESSIVE STRENGTH OF 1500 PSI. 5.4 PROVIDE FILLED CELLS WITH 1-#5 REBAR AS SHOWN IN THE PLANS . 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). 6.2 ALL NON-STRUCTURAL LUMBER SHALL BE "H.F." 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.1 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 5", 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 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. 8) VERIFICATION OF FIELD CONDITIONS: 8.1 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. 8.2 ALL WRITTEN DIMENSIONS PER PLAN TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8.3 CONTRACTOR SHALL COORDINATE ALL THE WORK OF TRADES INVOLVED. 8.4 ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 8.5 CONTRACTORS SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DETAILS AND SPECIFICATIONS 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 JOIST, FACE NAIL 16d COMMON 3 JOST TO SILL OR GIRDER, TOE NAIL 8d COMMON 3 BRIDGING TO JOIST, TO NAIL EACH END 8d COMMON 2 LEDGER STRIP 16d COMMON 3 AT EACH JOIST iX6 SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 8d COMMON 2 OVER 1X6 SUBFLOOR TO EACH JOIST, FACE NAIL 8d COMMON 3 2" SUBFLOOR To JOIST OR GIRDER, BLIND AND FACE NPkid COMMON 2 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d COMMON 16" O.C. TOP OR SOLE PLATE TO STUD, END NAILED 16d COMMON 2 STUD TO SOLE PLATE , TOE NAIL 8d COMMON 4 DOUBLED STUDS, FACE NAIL 10d COMMON 24" O.C. DOUBLED TOP PLATES, FACE NAIL 10d COMMON 16" O.C. TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 416d OR 3)10d COMMON CONTINUOUS HEADER, TWO PEICES 16d COMMON 1 O.C. ALONG EACH EDGE CEILING JOIST TO PLATE, TOE NAIL 8d COMMON 3 CONTINUOUS HEADER TO STUD, TOE NAIL 8d COMMON 3 CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL - COMMON CEILTING JOISTS TO PARALLEL RAFTERS, FACE NAIL - �3316d OR �41Od RAFTER TO PLATE, TOE NAIL 8d COMMON 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 8d COMMON 2 1X8 SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 2 OVER 1X8 SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 3 BUILT-UP CORNER STUDS 16d COMMON 24" O.C. BUILT UP GIRDERS AND BEAMS, OF THREE MEMBERS 20d COMMON 32" O.C. AT TOP & BOTTOM & STAGGARED 2 ENDS C 2" PLANKS 16d COMMON 2 EACH EARINGE STUDS 'TO SOLE PLATE, END NAIL 16d COMMON 2 EACH END GYPSUM WALLBOARD 1/2" 1-3/8" DRYWALL NAIL 7" O.C. ON CEILINGS 8" O.C. ON WALLS 5/8" 1-1/2" DRYWALL NAIL 7" O.C. ON CEILINGS NO FOR OTHER TYPES OF CONNECTION- REFER TO THE TABLE, 2001 FLORIDA BUILDING CODE 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS 'TO BEARING WALLS. 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 NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. BEARING WALL NAIL PATTERN 1. PLYWOOD: (FIELD) USE 8D NAILS @ 12" O/C 5' _I L� ROOF EDGEBID 0/C © 1 2. GYPSUM: (FIELD)( USE)5DSNAILS ©ILS 10" O/C (EDGE) USE 5D NAILS ® 7' O/C (3) E4' 4. ROOF NAILING PATTERN ( UNLESS NOTED OTHERWISE) Q1 ZONE 1 - USE 8D COMMON NAILS © 6" 0/C RIDG€ AT EDGES AND 6" O.C. INTERMEDIATE FRAAMING OZONE 2 - USE 8D COMMON NAILS © 6" O/C AT EDGES AND 6" O.C. INTERMEDIATE FRAMING d © (O © �4' 3ZONE 3 - USE 8D COMMON NAILS © 4" AT EDGES FOR GABLE END AND 6' OTHERWISE AND © IDa 6" O.C. INTERMEDIATE FRAMING 5' T 5• 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" O/C ZONE CHART 6. SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS. 7. END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBERS. 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 1010.10) 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. r 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 THIS STRUCTURE HAS BEEN DE51CN TO MEET THE 11ND WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE 'IARC05 FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 100(o OF THE FLORIDA OVER SCALE DIMENSIONS. Contractors shall verify BUILDING CODE 2DU1 EDITION. and be responsible for dimensions and conditions FL. LIC. NO. 31101 of the job and Home Design Services, Inc. must 1. BASIC WIND Sf-EED - 120 MPH.( 3 SEC. GUST.) be notified in writing of any variation from the DATE���� 2,WIND IMPORTANT FACTOR - La dimensions, conditions and specifications appearing on these plans. 3,WINp EXPOSURE - CATEGORY B SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT ±®.18 Foundation Plan 'I AS CLADDINS; DE51GN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENTDIV SCQIe: 1/9��=1 �-0�� ±0.18 INCLUDED) drawn by M V checked by SC date 06.09.04 scale LAS NOTE job no. 0�1 -5335 n THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. revisions by 14'-0" BEARING 9'-4" BEARING 8'-0" HDR. HT. STONE VENEER FIN 0'-0" FIN. FLR. E Front Elevation "C II SCALE: 1/4" = 1'-0" 9'-4" BEARING 12 6 12 10 9'-4" BEARING i b -UU- HEADER H O.N. 0'-0" FIN. FLR. � _ 8'-0" HDR HT O 0'-0" FIN. FLR. Q Fear Elevation SCALE: 1/4" = P-O" 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. 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" 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 Q! 1/4"=1'-0" SEAL THIS STRUCTURE HAS BEEN DE51CxN TO MEET THE WIND 1ARCOe FICzUEROA P.E. LOAD REQUIRMENTS OF SECTION IroOG OF THE FLORIDA FL. LIC. NO. 31101 BUILDINGi CODE 2001 EDITION. 1, BASIC WIND SPEED - 120 MPH -(,a 3 SEC. GUST.) DATE JUN .1 a 2C It 2-WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY B SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT ±0.1,5 E.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.1,5 INCLUDED) • U r M J N M �.�AJ E L U V)O O � � C Vi "o Q. to ce E C- LU 4-J� V) p Q cis Z Z Cr V v 1 � L LU ; 0 N -r o 4-0 U > Q a. 0 c� U 0 00 Ok LANTANA C LOT 75 V.B. drawn by MV checked by SC date 06.09.04 scale AS NOTED job no. ®4-5335 drawing no. rr_ THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. revisions by 9'-4" BEARING 0'-0" FIN. FLR. 9'-4" BEARING 0'-0" FIN. FLR. 12 T Lift elevation SCALE: 1/4" = I'-O" 12 Q �-7ro 3 III Io Q &I-o° le TONE STONE it-011 21=011 14'-0" BEARING,` 9'-4" BEARING 8'-0" HDR. HT.� 0'-0" FIN. FLR. EXTERIOR FINISHING NOTES 1. Composition shingles over #15 felt. 2. Concrete tile roof installed as per manufacturer's specifications. 22 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 Q12 11. Raised Panel 3 6 12. Key Stone 13. Quoins (Brick or Textured Finish) 14. 4" Frieze Trim I 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. 9'-4" BEARING 22. Off Ridge Vent, as req. 23. R.S. Cedar 8'-0" HDR. HT. 24. R.S. Plywood 25. 4" Wood Trim 26. 6" Wood Trim 27. 8" Wood Trim 28. T-11 Siding 29. 4" Lap Siding 3� Wood LouverVentTONE _ 32. Wrought Iron Railing 33. Treated Wood Hand Railing _011I�3 -0 34. Painted Block isht Ile, vatl®� SCALE; 1/4" = I'-O" 0'-0" FIN. FLR. 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 I I Scale: 1/4"=1'-0" 0 drawn by M V checked by SC date 06.09.04- scale AS NOTE® job no. 04--5335 THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. revisions by W THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND '(ARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION IroOro OF THE FLORIDA FL. LIC. NO. 31101 BUILDING; CODE 2001 EDITION. i. BASIC WIND SPEED - 120 MPH.( 3 SEC. GUST.) DATE jUN I 12004 2.WIND IMPORTANT FACTOR - LO 3.WIND EXPOSURE - CATEGORY B SIGNATURE 4,INTERNAL PRESSURE COEFFICIENT ±0.1a 5.COMPONENT/ CLApDINC-; DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.1a INCLUDED) 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. 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)— 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'-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 SPF, OR #3 SYP @ 16" O.C. W/ 1-1­13 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"-1'-0" • U M � J LL WN vi oLU bA C N E p CL -t o Vi o cn C fl. L� CDL� _ N 00 Z ONa. d- in Ln • � V �1 • U J ® � N o LLI 0 O _ E U Q C) 0 U O 00 F.19:1--] drawn by Mi V checked by SC date 06.09.04 scale AS NOTED job no. 04-5335 4 311011 `HOLD TRUSSES W/ RAISED HEELS BACK I" ON BLOCK 1/2" ON FRAME WALLS NOTES 1) IT 15 THE BUILDER'S RESPONSIBILITY TO VERIFY TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS AGAINST FIELD CONDITIONS AND DESIGN INTENT. (REFERENCE: SECTION (A.2.1) AN51/TPI 1-1995) APPROVED: NAME (PRINT) SIGNED DATE 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) 5ACKCHARGE5 OF ANY KIND WILL NOT BE CONSIDERED WITHOUT PRIOR REVIEW AND WRITTEN CONSENT BY SMYTH TRUSS COMPANY. DETA f S: 1) REFER TO H15 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 51MPSON HU52(o OR USP (KANT-SAG) THD26 UNLESS NOTED OTHERWISE. 511IF'SON 11 USP RANT=3 0- HU52(o OR THD26 ® = HU52a OR THMc5 _ HHU520=2 OR Tkl[)2a=2 © = HHU54a OR Tr D40 CE) - HC-iU526 =2 OR THDH26 =2 FO - NC31J520-2 OF, TNpN20-2 ©- NCiU520-3 OR TNDN20-3 G - 5UL/R210 OR 5<H210L/R JO - HC�U54a OR TH1D1=140 THA422 OR MSH422 OL - THAG422 OR M51-14221F (13 = HUG410 OR Np4101F ® = T14JA2(o OR �4JG26 CONTRALTI I O RR ` SON HOME" JOB 1(54�?/LANTANA ADDRESS ELV II5 OR C II(STED/) SCALE ATE LAYOUT I.D. D AUJN BY NONE 1 01/11/031 Z221318 I SLC U� U r C3 E 1� C3 Q �- C2 C2 G1 C1 1�13 R12 RIO Ra R R4 �l Q 1�3 �g (2)NETA fro V3 o m fi�11=2P!`1' 1z14 } ETAI� 15 E2 V4 a - F_ C'18 44 �1 (P � < R22 ` R2 D C2 C2)NETA 1� = fz21 G_ C2 C3 N GI E 1E C1 C2 G3 0 0 (2)2X12# 2 S.'I . '. N (2)!_STA24�EA.>�E C2 C3 7X17 G3 AIDEI, W1 i}JOINT NEEWALL TG <NE-EWALL T 14'0" FL. HT. 12' 0" FL, NT. I���lrTrrrrr� NOTE ALL ROOF 5LOB€5 AT G :12 UNLESS OTHERWISE NOTED. TRUSS ENGINEERING SHOULD BE SIGNED 4 SEALED 5'' LICENSED FROPESIONAL ENGINEER IN THE THE STATE OF FL021pA . ENGINEER OF 1�,:ECORD 15 NOT RESI=ONSABLE FOR T14E TkE TRUSS ENGINEERING. SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND MARC05 FIGUEROA P.E. LOAD REOUIRMENTS OF SECTION 160(o OF THE FLORIDA FL. LIC. No. 31-I0-1 BUILDING CODE 2001 EDITION, 1. BASIC WIND SPEED - 120 MPH.(,@ 3 SEC. GUST.) DATE 2.WIND IMPORTANT FACTOR - 1.0 � ��� 3.WIND EXPOSURE - CATEGORY B SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT ±O.la 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.1a INCLUDED) THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. 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/ ARCI-IITECT 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)— 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'-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 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 docking 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 Layaufi Scale: 1/4"=1'-0" JIt N Ll. L vi LU bA C E It 0 V) c/'O vi C "D Ln • Ln a / 0 `D 0 � m eh N oo c ¢ X �Z 0) (3) V V) `0 Lu C: ; O tA J O 0 > i LJJU Q � 0 fl. V O 00E:H] LANTANA C LOT 75 V.B. drawn by My checked by SC date 06.09.04 scale AS NOTED job no. 04-5335 drawing no. u revisions by O 0 v SAFE LOAD TABLES FOR GRAVITY., UPLIFT + LATERAL LOADS 8" PRECAST &PRESTRESSED U-LINTELS AZT- 0ETe GRAVITY UPLIFT LATERAL TYPE 8F8-OB 8F12 =05 OPIG =05 8F20-OB 8F24=05 8F28-OE3 OP32 -OB 8F8-1T 8F12 - IT 8F1(o -1T 8F20= IT 8F24- lT 81=28=1T 8F32 - IT LENGTH 8U8 8F8-15 8F12-1E3 BFIc,-15 8F20-15 8F24=1fH� 8F28-IE3 8F32-115 8F8=2T OF12-2T 8F1(o-2T 8F20-2T 8F24=2T 8F28-2T 8F32-2T 8U8 81`8 31(0(0 44=13 (0039 752(o 9004 10412 I193& 272=1 28=18 4101 5332 (05(09 7811 905E 2'-10" C34"> F'R CAST 2302 31(0(0 44=13 &039 752& 9004 104=12 119(0 3 2727 2784 3981 5190 &40=1 7&30 8857 2021 2021 3138 3311 _ 4G 89 G 001 -1315 8(030 994-1 21(05 2289 32r00 � 423-1 521E (0204 -1192 C42"� PRECAST 2302 31roro 44-13 ro039 -152ro 9004 104-12 1193E 21&5 2215 31G 5 4125 5031 &Or 1 703E 1257 1257 4'=0" C48"> CAST 2325 249(o 34(o7 4438 5410 &384 -1358 1878 1989 2832 _3(og0 4532 5387 024E F'><' 2029 264& 4413 (0039 -152(o 9004 104-12 1193ro 18-18 192E 2150 3583 4422 52&4 �110 938 938 4'=&" (54") PRECAST 178=fi 1913 2(o57 3403 4149 489(o 5044 1&&0 17&2 2507 325=1 4010 47&7 E525 1�51 2110 4021 (0039 752� 9004 104-12 9ro�8 fro(00 1705 2435 3171 3913 4(o58 540(o 727 727 1223 1301 1809 231-1 282ro 333(0 384(o 1393* 1484 2110 2-141 33-15 4010 4ro48 E'-4" C�4"� F'R CAST 1184 1e(05 2889 5057 (009(0 .5400 (o424 7450 1393 1437 2050 26 10 3293 3920 4549 505 505 5'-10"(10") 1000 1059 1414 laa9 2304 2721 3131 1212* 1351 IS30 2505 384 3(0(05 4247 PRECAST 972 145S 24&4 4144 5458 443-1 5280 G 122 12-12 1315 1875 2441 3010 3583 4151 418 418 ro'_ro" (78") PRECAST 1255 2101 32(o3 274& 3358 3971 458E 1141* 1200 1133 2250 2709 3290 3812 937 1255 2101 339(0 52(o0 -1134 8995 (0890 1141 1182 1( 84 2192 2-103 321(0 3-132 ��� �'�'� C90"� 1029 1&=15 2385 1994 2439 288(o 3333 959* 912 1475 1914 2354 2797 3240 7'-�" PRECAST �� 1029 1ro-15 2(o10 3839 559ro &&13 5047 990 1029 14ro(o 1907 2351 2797 3245 591 �57 9'=4" (112") PRECAST �032 1049 14r.9 1210 14g2 1754 2021801* ro12 Sao 12(o9 15(00 1852 2144 573 =1(08 1212 1818 2544 34(,9 4030 312=1 001 755 1192 1E50 1910 2271 2( 34 454 �30 FORECAST 482 802 1125 915 1122 132a 1535 11(0 49a 193 1021 12�1 149& 1131 4510 &58 1025 1514 208) 2-114 3130 2404 71� (O11 1039 1389 1-111 2034 2358 39� 493 I1'=4" C13(o") PRECAST 598 935 DrO5 1854 2355 1793 2015 (0& 43S (O9O 899 1104 1309 151E 445 598 935 1.3&5 1854 2441 3155 4044 (0& 535 905 129E 159E 189ro 2198 3�3 55� 12'=0" C144"� 545 8&4 1254 1&89 2074 15-10 1818 ro0=1* 400 (031 81ro 1001 118& 13=12 PRECAST 414 555 8&4 1254 1(093 2211 2832 3590 (031 48ro 818 1209 1514 1199 208� 340 494 13'-4" C1�0"� CAS-T 42-1 -12& 1028 1331 1035 1224 1418 500* 340 532 (08& 841 997 1153 1�R 3�2 485 =148 107(0 1438 1855 2343 2920 5=13 409 &82 1004 13&=1 103=1 189=1 302 398 14'=0"C1�8"� 381 &48 919 1190 14(o2 1087 12(a0 458* 31(0 493 &35 -1-f8 922 10&5 PRECAST 338 455 -100 1003 1335 1-114 2153 2(o&& 548 378 G 29 322 1254 15ro7 181& 28! 3�0 PRESTRESSED NR NR NR NR NR NR NR 243 295 459 591 724 857 990 N.1�. 4�5 7�5 1370 2045 2010 3185 37�5 243 352 582 852 1150 14SI 1-142 N.R. 357 15'-4" Cla4"� PRESTRESSED NR NR NR NR NR NR NR 228 278 430 5E3 & 1=1 001 132E N.R.420 (095 1250 1855 2370 2890 3410 228 329 542 791 1072 1381 1&7& N.R. 327 IT-4" (20a") PRESTRESSED NR NR NR NR NR NR NR 188 23& 3(01 4(o4 5ro7 (-10 114 N.R. 310 530 950 1400 1800 2200 2(o00 188 27(o 449 &49 874 1121 1389 N.R. 2EE IS'-4" (232") PRESTRESSED NR NR NR NR NR NR NR 1(05 207 313 401 490 5-18 0&7 N.R. 240 400 -150 1090 1400 1120 2030 1G 5 239 383 550 -13� 940 11G 0 N.R. 204 21'-4" (25ro") PRESTRESSED NR NR NR NR NR NR NR 145 18ro 278 35(0_ 433 512 590 N.R. 183 330 G 10 940 1340 1780 2110 142 212 33ro 477 (035 1501 993 N.R. 112 22'-0" (2(o4") PRESTRESSED NR NR NR NR NR NR NR 140 100 2&8 343 418 493 5(08 N.R. 1ro0 300 570 8-10 1250 1(0(00 1970 13=1 205 322 45=1 _ (001 771 94=i N.R. 1�1 24'-0" (2aa") PRESTRESSED NR NR NR NR NR NR NR 12-1 165 244 312 380 44-1 515 N.R. 130 240 4=10 =120 1030 1350 1610 124 18ro 290 408 538 �80 833 N.R. 135 ,REDUCE VALUE 5Y 25% FOR C;RADE 40 FIELD REE3AR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS �^ST- ^GT*l GRAVITY UPLIFT LATERAL T,rF,E aRU(0 BRF(o-OE3 OFF10-0 8RP14-05 8RF18-OB 8RF22 -05 8RF20 -05 8RF30-05 BRF(o- lT 8RF10- lT 8RF14-IT 8RF18- lT 8RF22 - lT 8RF2& - lT 8RF3O- lT L NC Tr# 8{-F(o-is 8i` pio-1E3 81�F14-15 8RF18-IE3 81`RF22-15 8>RF2G -1� 8RF30-15 8RF( -2T aRF10-2T 8RF14-2T 81�F18-2T 81R1=22-2T 0RF:2&-2T 0RF30-2T BRU& aRF(o 'RECAST 1489 1591 3053 2982 3954 4929 5904 ro880 1244 1573 2413 32ro0 4112 49&-1 582E 4'-4" C52"� 1827 3412 4982 0472 1134-1 941& 10878 1244 1519 2339 31-10 40015 4850 5rogo 932 932 4'=�" C54"� PRECAST 1357 1449 2782 2714 3&00 4487 537E &2�4 1192 1507 2311 3121 3931 4-15( 557-1 1702 3412 4982 �472 794-f 941ro lo878 1192 1455 2240 303ro 3837 4ro43 5453 853 853 852 1G 02 1550 2058 25roG 307E 3585 924* 1172 1795 2423 3055 3(089 432E C�8"� 1�RECAST 785 1153 21ro2 4074 &472 051ro 5814 (O839 924 1132 1741 2357 2978 303 4230 501 Sol 735 779 1500 1449 1924 2400 287(o 3352 89(* 1138 1-142 2352 29ro5 3581 4198 C70"� F'REC45T 1103 2051 31511 &472 (0E1& 5450 (o4ll 89(0 1099 1(090 2200 2a91 3497 410(o 4�9 4�9 C80"> 907 1(077 2933 257ro 3223 3872 4522 778 882 1513 2042 25=13 3107 3ro42 �'-8" PRECAST 822 907 1&77 2933 4100 ! 730 8177 0701 7-18 95(0 14&8 1987 2509 3035 35&3 830 1100 7&1 1377 2252 1958 2451 2944 3439 (088 (09-1 1325 1810 2280 2153 3227 7'=�" C90"� PRECAST ��5 =164 1377 2329 309 5492 ro&24 5132 ( 88 849 1302 1=1&2 2225 2&90 3157 110 941 9' C 11� "� PRECAST 420 834 1253 1071 1342 1614 188o 533* 433 808 1123 1413 1104 199E -8" 371 535 928 1497 2179 2018 3595 2875 533 52-1 1009 13ro9 1-128 2088 2450 51� � 14 T�FE D S ir--:AT i ON QUANTITY OF 05 RE E3AR AT - 50TTOM OF LINTEL CAVITY I- F = FILLED WITH GROUT / U = UNFILLED <1 1_L � 1- =C U - 5/1 r.)Z NOMINAL WIDTH NOMINAL NEIG-a -IT OUANT I TY OF #5 RE5AR AT TOF *REDUCE VALUE 5Y 25 io FOR C-i:FADE 40 FIELD REE3AR "5 RE5AR AT TOF MiN. (1) REO'D 1-1/2" CLEAR 4 . u a C.M.u. 4 ° 4 . u a.. a 44 GROUT a #5 REE34R AT E3OTTOM • • OF LINTEL CAVITY BOT TOM RE INFORCING4 1-5/a"ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH MATERIALS 1. F'c precast lintels = 3500 psi. 2. F'c prestressed lintels = &000 psi. 3. F'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A015 CiR(oO. Field rebar per ASTM 4e,15 GR40 or C-:;R(oO. (o. Prestressing strand per ASTM A41& grade 210 low relaxation. 7. =1/32 wire per ASTM A510, 8. Mortar per ASTM C270 type M or S. LINTEL E I G ATE N c� a] T.- \ .. Q -4' G Qa. IL IIIIII'' LL co co co co • u I tl V N C�tl CV 4' N 4�- c0 c0 c0 c0 4 �.T. a. LLLL IL i L \" Q 4 4,1 rE- ° 1- °;�- • lU N c0 IL C' CA IL Q � W u lI\j li a u 111-- IL V 4 `� co. �•..• .• �,,• � r • +4 LL CA u 4 1 u u C'\1 CV GENERAL INSTALLATION NOTES SECTIONS LL U[- LL � Q W-W W[�� W- W. . W " [�� I II 1 I E- 1 ~ C o� IIII c0 I.uJ.I � c1� c� C 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 drawing. 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 1-/300 vertical deflection, except lintels 17'-4" and loner with a nominal height of 8" meet or exceed L/180. G. 5ottom Field added rebar to be located at the bottom of the lintel cavity. 7. 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. 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 318 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 (o-1/2" Safe loads for all recessed lintels based on 8" 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 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. l . One 4*7 rebar may be substituted for two *15 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support 8. For composite lintel heights not shown, use safe load from next lower height. '�). All safe loads in units of pounds per linear Foot. NOTE: THIS INFORMATION IS BASED ON THE DATA SUPPLIED BY CAST-CRETE AND IT'S ENGINEERS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Horne Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. A DIVISION OF FLORIDA ENGINEERED CONSTRUCTION PRODUCTS CORPORATION P.O. Dax 24567 Tampp Florida 33623 Ph-: 813-621-4641 i SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND 1ARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION iro0ro OF THE FLORIDA FL. LIC. NO. 31101 BUILDING CODE 2001 EDITION, 1. BASIC WIND SPEED - 120 MPH.(-,) 3 SEC. GUST.) DATE JUN 1 12004 2.WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY E3 SIGNAT 4.INTERNAL PRESSURE COEFFICIENT ±0.18 5,COMPONENT/ CLADDING DESIGN WIND PRESSURE vo, AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.10 INCLUDED) r M of U- V) aj N E o Q. � o 0 LA N ao V. L1-II 0 4-�..i C Q x 4- 0 G)-�'UC v s� V) � �I N OC) 1n C) 4--1 � 2 LLJ U Q � c� 0 U 00 0 drawn by MV checked by SC date 06.0J_04 scale AS RIOTED job no. 04�335- drawing no. u_---- __ __ revisions by C :D4 C A DIVISION OF FLORIDA ENGINEERED CONSTRUCTION PRODUCTS CORPORATION P.O. Box 24557 Tampa, Florida 33623 Phone: 813-621-4641 PRECAST LINTEL SCHEDULE LINTEL NO. TYPE COMMENTS 1 aF24-IEVIT (S;ARA(:2;E Doom 2 aFlro-15/1T DOUBLE WINDOWS 3 aF12-1E3/IT GAR.SERVICE DR. 4 01-10 WINDOW 5 aFlro-1B/1T S.G.D. ro OR&-1B/1T COVERED PORCH i a 9 10 11 12 13 14 15 1� 1-f la 19 20 THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND 'IARCOS FIGUEROA F,E. LOAD REQUIRMENTS OF SECTION 10Oro OF THE FLORIDA FL, LIC. NO, 31101 BUILDING CODE 2001 EDITION. I. BASIC WIND SPEED - 120 MPH.(,a 3 SEC. GUST.) DATE JUN 1 12004 2,WIND IMPORTANT FACTOR - l.O 3.WIND EXPOSURE - CATEGORY S SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT ±O.1a S.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±O.la INCLUDED) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Horne Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. LINTEL LAYOT Scale: 1/4"=1'-0" • r M u- i V) bA C E LIt It O Vl 110 C -J N 00 Q. • Lnto o LLJ ni O V crs Z Z � a. (3)..v 1n • J ®�! V) S � 00 Lu 0 4-1 Q � 0 n. U 0 U) LANTANA C LOT 75 V.B. drawn by �i V checked by SC date 06.09.04 scale AS NOTED job no. 04-5335 drawing no. -reevi ons by ■ re #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, TIED TO CONT. ROD IN FOOTER TIED TO CONT. ROD IN FOOTER SEE EXT. ELEV. AND BOND BEAM, ALT. BENDS ®AND BOND BEAM, ALT. BENDS IN REINF. BAR IN REINF. BAR l 8" C.M.U. EXT. WALL d FINISH WALL BEYOND WALL TIES SPACED 24" MAX. VERT. 4 3ro" MAX. ® ;.:�:.` 8" G.M.U. SEE PLAN FOR PER PLAN P.T. FURRING, DRYWALL WALL TYPE --� WORZ. NOT TO EXCEED ® P.T. FURRING & DRYWALL INSUL. W/ VAPOR BARRIER 45 LBS. PER TIE. BASE BOARD BASE BOARD SLOPE: 1" IN 10' BRICK / STONE TOP OF SLAB •..' TOP OF SLAB 3/4" RECESS TYP. VAPOR BARRIER IL 0' -0 FIN. FLR. SEE FND. PLAN WEE NO S " : r 0'-0" FIN. FLR. `..:''i•::` :�•:;'�:_:::':;':•,:`: •_.�.: �� P LE 48 O.G. N, W/ MIN 25" OVERLAP, DRIVEWAY SLAB 3 I/4" OR — c� FINISH GRADE — — I �r- cp - - - FINISH GRADE ® rl L COLD JOINT PER MFR. FINISH GRADE — j- I 4 GONc. SLAB W/ .... �.:•:.' ...., '., . •..:., .. • : , ... ; ... •.: '..... _ — — • =T—_� - - - — — — :..':°.• '.,: `.: 4 �:.:':. ;,,�� :.: •:.:°.......... •..a . • .: :�. .r--o-,-....: ,° ',.-.'.:, o..• � I I — — — I — o: �• : I � I III I I I � , �, VAPOR BARRIER :.:" ``: _' SOLID BEARING —1I =1II - = 4" GONG, SLAB II —III —II I I —I I I 4 CONC. SLAB W/ - _! IIII I I I=III= III- VAPOR BARRIER -I I —I I I E I I — =I HEADER BLOCK rl=t .,. :'.: —I 1 CLEAN, COMP., TE MITE # L 4" CONS— I I I I _ 1- 5 REBAR CONT. g CLEAN, COMP. FILL —III III— HEADER BLOCK - TREATED FILL. I- - BLOCK I CLEAN, COMPACTED, `. 8"X8" THICKENED `�1 I I.. III III - CLEAN, COMP., TERMITE TERMITE TREATED FILL. EDGE W/1 #5 CONT. ff 16 1-STORY :.:,'. ' `. TREATED FILL. N. O SOLID BEARING-; ;!.: `•:. SOLID BEARING O ui �r (�Y 16 I -STORY FOOTING NOTE: `n 0 20" 2-STOR FOOTING NOTE: (x (L _ N - FOOTING NOTE: v 20 I -STORY 0 1-STORY 8"Xlro" GONG. - - - - 0 40 20" 2-STOR FTG. W/2 #5 CONT. "� I -STORY 8"XIr " GONG, } I -STORY 8"X20" CONC. FTG. W/2 #5 CONT. `�) J) O 24" 2-STORY FTG. W/3 #5 CONT. 2-STORY 10"X20" CONC. `V U - 2-5TORY ID"X24" CONC. 2-STORY ID"X20" CONC. 0 0� �n FTG. W/3 #5 CONT. 0 c0 m FTG. W/3 #5 GONT. FTG. W/3 #5 CONT. rn 1 M EXTERIOR WALL SCALE: 3/4" - V-0" 29 `GARAGE DOOR FOOTING SCALE: 3/4" - -0" 32 M 8" THICKENED EDGE SCALE: 3 4" 2 o EXTERIOR WALL WITH BRICK SCALE: 3 4" _ '-0" / � / 1 #5 REBAR IN GONG. FILLED CELL PER 1/2" DIA. X ID" ANCHOR FLOOR PLAN, W/ MIN, 25" OVERLAP,p/Ex-BOLTS OR I/2" DIA. X 8" EXT. FINISH MAT. TIED TO CONT. ROD IN FOOTER # WALL PER PLAN EXPANSION BOLTS SEE EXT. ELEV. 1- 5 x 24" REBAR OVER 2 X 5TUDWALL (BEARING) AND BOND BEAM, ALT. BENDS 21" O.G. W/ 2" pIA. X STUDS I�" O.C. 8"x8" CHASE — 1/8" WASHERS —� IN REINF. BAR IN FOUNDATION ONLY 4" GONG. SLAB. 8 C.M.U. W/ VAPOR BARRIER :•: •..:•. 2" X • ` TOP OF SLAB :.':.•:.—�=-:�--T=�;-.'. :.:. '' . -------------------� _ ;....:....::... J) 1- #5 REBAR. CONT. o PLATE !' 0'-0" FIN. FLR. % uu ( SPl OR SP4 � 32 O.G. FINISH GRADE _ I _ — ~_ _ •�r 4" GONG. SLAB W/ — P.V.C. CHASE 4" GONG. SLAB W/ } VAPOR BARRIER FINISH GRADE MWI _ —— — — — — i AS Q_ 4 GONG. SLABI RE—IIII I_ .,:� .•: �-11�1- 1= I— P R BARRIER ..' °,:. •::,-��-'�:�:-�--':-.. Q,,•.,.. ,.�,..,�Q — GROUT SOL ID I LD — ,� I I — — —I I GOING, III 4S - - A W — — L / III _ IB III —III I — - - — --I I I_I I I_ ,'.':� I I I_I II AROUND CHASE ,... �;�:'.::•.;.. o,�,..�..; . — — — , �— — I ��, �_'— I_ III; III I1 I II I I -I I- VAPOR BARRIER o ;I 111 III —I I' : ` 6' -III ; HIM, _I I I I _III ;III I_I I1 I I — _MP., TERMITE _ _ III= I TREATED FILL. CLEAN, COMP., TERMITE — - — CLEAN, COMP., TERMITE "' TREATED IMP, TERMITE `� [� 4" i I —I 8"XIS" GONG. TREATED FILL. s ' TREATED FILL. g �u # SOLID BEARING '' SOLID BEARING CLEAN, O 1� FTG. W/2 5 CONT. U W - 1G " 1-STORY FOOTING (L �, lro" I -STORY Ou1 OTING NOTE: O 0 «� - FOOTING NOTE: 0 20" 2-5TOR 1-STORY 8"Xlro" GONG. `� Q 20" 2-STORY I -STORY 8"Xlro" CON(. FTG. W/2 5 CONT. FTG. W/2 #5 CONT. C1' U - # 2-STORY 10"X20" GONG. O c0 n� 2-STORY I0"X20" GONG. FTG. W/3 #5 CONT. FTG. W/3 #5 CONT. 3 M GARAGE CURB SCALE: 3/4" - V-0" 34 M UTILITY CHASE SCALE: 3/4" = V-0" 30 ? STEP IN SLAB NON —BEARING SCALE: 3 4" = V-0" _ " M / 31 M STEP IN SLAB, BEARING SCALE. 3/4 1 0 NOTE: GONNEOTO(�S NOTES ON THESE [DETAILS ARE SlMPSON 5TRON�-TIE UNLESS NOTED OTHERWISE DOUBLE 2" X TOP PLATE I EXT. FINISH MAT. P.T. POST 5P2 � 32" O.C. 0 PER EXT. ELEV.— PER PLAN POST ANCHOR GROUT TOP TO 2"X STUDS @ I(o" O.C_ P.T. POST I SEE FND. PLAN SHED WATER #2 SPF OR #3 SYP PER PLAN PER MFR. 1/2" DIA. X 10" ANCHOR EXT. FINISH MAT. 3/4" REC. SPECS. BOLTS OR I/2" DIA. X 8" SLIDING - EXPANSION BOLTS PER EXT. ELEV. GLASS pR. 21" O.C. W/ 2" DIA. X _ _ _ _ I/8" WASHERS WALL PER PLAN POST ANGWOR 1 1/2 — _ _ - —� SEE FND. PLAN I 4" LONG. SLAB 4° CON(. SLAB W/ 4" coNC_ SLAB W/ ( W/ VAPOR _ III —III —III- VAPOR BARRIER I I:' BARIER III=1 I I III=1 III=1 I1 I DOOR PER PLAN VAPOR BARRIER--SPI OR SP4 32" O.C. I I I_I I I —III- _I � I —III I �� ��_�•�'_ _ —I I -III— III 8 C.M.U. WALL F.T.LE PLATE — — — - — — BEYOND I III_ I I _ 1-1-1t11t — - _ 1—►tf1t - _ ,•.;':. III —III- A COMP., I — NI _ _ LEII III i —I �.T METAL RE HOL •.... ,. ,,.• e'� 'e ` ' I - II I I —I I - II —III �It=fir_ III=IIIIII—III—III. TREATED FILL :. ' • . • .::•': III- I_J SLIDING GL,455 DR. OPTIONAL SILL (u —I I i—III- :III-1 I I-1 11-1 11 1 I=� FORMED ON SITE -.`- �- .' ., lro 1-STORY I SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND ... •.• .'. '.' d) cf) SLOPE I" IN 10' 1 1 .� .:'.<. _ _ _ �, 20" 2-STORY 3" MIN COVER I 3"'M I IN. COVER MARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION IroOro OF THE FLORIDA 3'X3'X12" DEEP CON(. I 3'X3'X12° DEEP GONG, FL. LIC. NO. 31101 BUILDING CODE 2001 EDITION. FTC. W/3 ' 1—III=1 I — I- Irl=1 I I —I I 1=1 #5 REBAR E.W. I PE IDI STA FTG. W/3 #5 REBAR E.W. 4" GONG. SLAB Uj%' _ _ , I � FOOTING NOTE: DATE I. BASIC WIND SPEED - 120 MPH.C� 3 SEC. GUST.I 1-STORY 8 Xlro GONG. ��� ' �i1Q�r /.WIND IMPORTANT FACTOR - 1.0 VAPOR BARRIER - FTG. W/2 45 CONT. 3.WINp EXPOSURE - CATEGORY B EXPANSION JOINT 2-5TORY 12"X20" CON(. SIGNATURE •.INTERNAL PRESSURE COEFFICIENT ±0.18 FTG. W/3 #5 CONT. 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT m �' ±0.18 INCLUpEp� 7 M EXTERIOR DOOR SILL SCALE: 3/4" - —0" 8 = INTERIOR BEARING SCALE: 3 4" - V-0" 56 = 0 M / M P ST/FOOTING CONNECTION SCALE: 3/4 t o • u z I1�. � N N J U- V) c bA C 0 a. It C � Q. • Ln E O N oLLJcti c ¢ V x Z N • J V N 3t C� o Lu , 0 - J > L_ Lu U Q v a. 0 U C C:EEJ r—T 00 0 LANTANA C LOT 75 V.B. drawn by m V checked b Y sc date 06.09.04 scale AS NOTED job no. 04-5335 drawing no. CON'T. BOND BEAM W/1 115 REBAR GONT. ui 4 SIMPSON SP2 ROOF FRAMING DOUBLE TOP PLATE � ii POURED CELL W/1 #5 BAR (D CONT. FROM BEAM TO ; FTG. W/lO" NOOK MIN. I, , , ELEVATION YIELD 2 W � N au v - lFl Z Z ILI C _ 2u �T 1 0 !u Q I/2 )� NI E M SEE LAYOUT---� #2 SPF OR 3 SYP H 2.5 GARAGE DOOR — EACH STUD W/ HARDWARE 2 "X PER PLAN X62' X6 P.T. " P.T. ��a (2) 2"X12" HEADER --� HUGHES HCDPL-R .-'-� - C2) HUGHES RT18 OR SMIPSON H2.5 OR SIMPSON LSTA21 EACH TRUSS 12" STRAP TO C.M.U. WALL FILLED DELL AT END OF HEADER EACH STUD LLED CELL) TO JACK STUDS �\ FLAN VIFEW CRIPPLE STUDS NO 2-12a1. NAILS CONNECTOR REQ'D. TOP CHORD OF TRUSS HEADER STUDS BLOCKING X6" P.T. ATTACHED --- O C.M.U. WALL W/4 (2) FULL DIA, X 8" ANCHOR LENGTH WALL •, . OLTS OR 1/2" pIA. X 6" STUDS FOR NO CONNECTOR REQ'D, LTI REDHEAD W/ 4" OPENINGS BEDMENT GREATER THAN 40" SIMPSON SPI HUGHES HCLH/RH C SIMPSON SP4--- OR SIMPSON H3 OR HUGHES TP4` 41 M STEP DOWN TIE BEAM SCALE: 3/4" = 1'-0" 44 "GARAGE DOOR BUCK SCALE: 1/2" = 1'-0" 45 M BEARING OPENING WOOD FRAME SCALE: N.T.S. 49 M CRIPPLE WALL ON TRUSS SCALE: 3/4" = 1'-0" HURRICANE CLIPS OR TRUSS ANCHORS - SEE ROOF TRUSS EXTERIOR INTERIOR LAYOUT FOR SPECIFICATIONS MINIMUM WALL AND HEADER STUD REQUIREMENTS DOUBLE 2"X TOP PLATE STRAP TOP PLATE 4 HEADER qF TOGETHER W/2 RTI& MIN. U.N.O. I 2x12 42 SYP W/l/2" PLYWD ALL LAPS MIN. 25" --- I OR 1/16" O.S.Ei. FLITCH DOWEL LAPPED WITH f WALL REINF. 10" HOOK MIN. I �I 2x CRIPPLES UNDER HEADER #5 RE BAR VERT, �- L.; - _ - - - AT END OF HEADER CORNER FROM FOUNDATION TO #5 CORNER BAR BOND BEAM Maximum Header Span (ft.) 3' 6' 9' 12' 15' 18' Number of Header Studs Supporting End of Header 1* 1 2 2 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 -[ Lu 2"X STUDS@ 16" O.G. ui LL H 2.5 TOP 4 BOTTOM EA STUD X - OPTIONAL CONECTION AT ll1 BOTTOM OF STUD, HETA ]6 Z OR 5PH4 AT EACH STUD. (L lu lU W 2 "X P.T. SOLE PLATE 1/2" DIA. X 8" ANCHOR II �I u BOLTS OR 1/2" DIA. X 6" EXPANSION BOLTS a) 32" O.C. W/ 2" DIA. X 1/8" WASHERS CELL POURED SOLID * The header stud shall not be required if the header is supported supported by a suitable framing anchor. FLAN VIEW NETA16 1@ EACH STUD MAY BE USED INSTEAD OF THE ANCHOR BOLT AND H2.5 o BOTTOM. 42 CORNER --VERTICAL WALL REINF. SCALE: 3/4" = V-o" 46 m ? HEADER DETAIL SCALE: N.T.S. 50 < KNEE WALL TO MASONRY SCALE: 3/4" " = V-0 ? 0 NOTE: CONNECTORS NOTED ON THESE [DETAILS ARE SIMPSON STFRON(:�;-TIE UNLESS NOTED OTNEF?,WISE I BEAM PER - FRAMING LAYOUT - PRECAST LINTEL 01 2 "X P.T. 8 C.M.U. WALL F1INSTALL WINDOW PER WINDOW MFR. SPECS. 8 C.M.U. WALL 2"X P.T. SEE FLOOR PLAN 4 LOCAL WIND CODE. .o:'.:.:.:':':.�' .':.•`.o';, 1:. u1 (FILLED CELL) FOR WINDOW SIZE FLAN VIEW WINDOW SILL p . # I MTS12 (SEE lNil r.: I X4 P.T. WOOD BUCK W/ W/ MWR24oLAP. FRAMING LAYOUT) — 2 "X4" P.T. ATTACHED GONG. SILL 3/16 "X2 3/4" TAPCONS AT CONC. COL. I-- P.T. POST TO C.M.U. WALL W/ EXT. FINISH MATERIAL 6" FROM CORNERS AND PER PLAN I PER PLAN 1/2" pIA. X 8" ANCHOR BOLTS OR 1/2° DIA, X 6° SEE EXT' ELEV. 7 16" MAX. O.C. IN AN OFFSET I EXT. FINISH MAT. �, EXT. FINISH MAT. -AlHILTI REDHEAD W/ 4" 0" C.M.U. WALL, SEE FLOOR PLAN LPATTERN ----� P.T. FURRING &DRYWALL \ PER EXT. ELEV. I PER EXT. ELEV. EMBEDMENT 24" O.G. MAX. CONC_FILLED SEAL CELL i THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND - I MARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA FL. LIC. NO. 31101 BUILDING CODE 2001 EDITION. CONCRETE E3EAM I WOOD BE14M 1, BASIC WIND SPEED - 120 MPH.(,@ 3 SEC, GUST.) DATE JUN 1 12094 2•WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY B SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT ±0.18 5,COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.10 INCLUDED) 43 g oMASONRY/FRAME ATTACHMENT SCALE: 1/2" = 1'-V 17 M WINDOW SILL AT BLOCK SCALE: 3/4" 55 u'POST/BEAM CONNECTION SCALE: 3/4" = 1'-0" �- • r z� M U_ LU En 9 C It 0 \ J Q. I" O vi cd > C "D 000 Cl s L 0 O LLJ CAS ao =Q V 1 tL x Q^ 14 «i Z (S1 L1. v V) c „Q • J � N V LU -r:::� Q N Q 4-1 U U � v fl. U o Ln 0 drawn byby M V checked by SC date 06.09.04 scale AS NOTED job no. 04-5335 NOTE: MIN. -1/16' STRUCTURAL SHEATHING REQ,D ON BOTH SIDES OF ARCH W/ PRECAST ABOYE� NOTE: 6 -MIN, 1/16' STRUCTURAL SHEATHING HEADER CONVENTIONAL 6dNAILS e ' O.0 TO SIDE t TOPNAILER REQ,D ON BOTH SIDES OF ARCH W/ FRAMING PER LOCATION .2XVS OR 2X6'5 MAY BE USED. 12 P.T2x4 MIN. 6dNAIL5 e 6' O.C. TO SIDE t TOPNAILER (TYPICAL) •2X8'5 OR 2X6'8 MAY BE USED. ZIL- 2X4'5 EVENLY 5PAGED(TYPICAL)JJ I' RS ON E S H / 92' O.CFASTENTENEMAX. 2X4'5 EVENLY CONVENTIONAL # ON BOTH ENDS (TYPICAL) EXT. FINISH ROOF MATERIAL 15 FELT PAPER OVER EXT. GRADE �� I - TRAN5ITIONN FROM IX TO 2X BUCK SPACED(TIPIGAU FRAMING i I I W/(2) 8 d's AS PER PLAN SEE EXT. ELEV. ROOF SHEATHING W/ "H" CLIPS ON BOTH ENDS I I f 2 X P.T. SHOT TO G.M.U. WITH EITHER (2) 0.145 DIAM. HILTY/RAMSET j I� G.M.U. L 111PIN5 STAGGERED WITH 1-3/4'MIN. 912' O.G11AX METAL DRIP EDGE--, I I II OR (1)1/16' TAPCON W/1-3/4'MIN.EMBEDMENT 612'O.C. MAX. I cM.u. GMu, WOOD FASCIA, SEE 2 X P.T. SHOT TO C.M.U. WITH EITHER (2) 0.145 DIAM. HILTY/RAM5ET ELEV. FOR STYLE TRANSITION PINS STAGGERED WITH 1-3/4'MIN. 012' O.CMAX DOUBLE 2x TOP PLATE I II FROM OR (I)V16' TAPCON W/I-3/4'MIKEMBEDMENT tD12'0.C. MAX. I NOTE: 1X TO 2X BUCK I Ill MINOR CHANGES MAY VENTED SOFFIT CCCUR AS PEP, TYP. ARCH OPENING CMU INDIVIDUAL OPENING. ZX /i'111 2" TYP. DOUBLE 2x STUD @ EA. II SCALE: NTS. NOTE: EXT. FINISH MATERIAL X BRACING END OF SHARWALL PANEL MINOR CHANGES MAY OCCUR AS PER SEE EXT. ELEV. FIRST 3 I II{ I / INDIVIDUAL OPENING. I III TYP. ARCH OPENING e FRAME OVER CMU TRUSSES I I SCALE: NTS PRE-ENG. ROOF TRUSSES 24 AT RIDGE 4 I it+I O.C. MAX., PER TRUSS MFR-- T 40" C. 2x WED. STUDS e Iro" O.C. I IIJ EXT. GRADE SHEATHING W/ 2x BLOCKING I''ll�ll PER. SPECS.- META 16 a 24" O/C ---- m U -Rl_ 1/2" STRUCTURAL SHEATHING i i� I lil BOND BEAM FULLY GROUTED A (RATED) W/ 8d. NAILS 1D 4" W/1 #5 CONT. W/ UPLIFT STRAP �: O.G. AROUND ALL EDGES OF PER FRAMING LAYOUT DRYWALL THE SHEATHING AND 12" O.C. TRUSSNOrt # INSULATION AT INTERMEDIATES. 5 REBAR IN FILLED CELL 2X P.T. W/ 1/2 DIA. ANCHOR TRUSS NOTE: PER FLOOR PLAN, W/ MIN. BOTTOM CHORD MAY BE SLOPED -SEE FLR. PLAN B0LT5s 32" O.C. 25" OVERLAP TIED TO BOTTOM CHORD MAY BE SLOPED -SEE FLR. PLAN /TRUSS LAYOUT FOR CEILING CONDITIONS-TYP. HTT22 EA. END OF CONT. ROD IN FOOTR P.T. FURRING DRYWALL SHEARWALL PANEL /TRUSS LAYOUT FOR CEILING coNDITIONS-TYP. ESEE AND BOND BEAM W/ INSUL. 4 V.B. EXT. FINISH ROOF MATERIAL ELEV,JI 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, 2" MIN. CLEARANCE 15# FELT PAPER OVER EXT. GRADE PRE-ENG. ROOF TRUSSES 16 LO M GABLE AT BLOCK „ �� 59 SHEARWALL PANEL SCALE: N.T.S. ROOF SHEATHING W/ N CLIPS 24" O.C., PER TRUSS MFR. �\ INSULATION AS REQUIRED SCALE: 3/4 = 1 -0 CD INSULATION BAFFLE, =-- 2X NAILER PRE-ENG. ROOF TRUSSES 24" 2" MIN. CLEARANCE METAL DRIP EDGE O.C. MAX., PER TRUSS MFR. INSULATION AS REQUIRED \ WOOD FASCIA, SEE DOUBLE 2X TOP j METAL DRIP EDGE ---,,, == 2X NAILER ELEV. FOR STYLE PLATE W/ UPLIFT STRAP PER FRAMING LAYOUT WOOD FASCIA, SEE ELEV. FOR STYLE--_'• —� BOND BEAM FULLY GROUTED VENTED SOFFIT DRYWALL 15# FELT PAPER OVER EXT. GRADE fTT W/1 #5 CONT. W/ UPLIFT STRAP EXT. FINISH ROOF MATERIAL PER FRAMING LAYOUT EXT. FINISH MATERIAL 2X STUDS 1(c" O.C. SEE EXT. ELEV_ ROOF SHEATHING W/ "H" CLIPS SEE EXT. ELEV. BATT INSUL. AS REQ. VENTED SOFFIT P.T. FURRING 4 DRYWALL OVER TRU5510 HEADER VAPOR BARRIER 4 INSUL. EXT. GRADE SHEATHING METAL DRIP EDGE CONNECTION W/(I) PER. SPECS. DOUBLE 2X4 TOP PLATE WOOD FASCIA, SEE MTS12.lTIPICAL) ABOvE HEADER EXT. FINISH MATERIAL IO AP, ELEV. FOR STYLE SEE EXT. ELEV. TIED TO CONT. ROD IN FOOTER SEE ELEV. AND BOND BEAM ALT. BENDS SEE ELEV. FOR O.N. VENTED SOFFIT _ 12 TYP. (z) zxlz z S.Y.P. HEADERS - INF. BAR 2X BLOCKING 3 BAYS DEEP FOR O.H. IN REEXT. FINISH MATERIAL 4 48" O.C. FROM RIDGE, TOP BATT INSUL. AS REQ. SEE EXT. ELEV. 4 BOTTOM OF TRUSSES 8" C.M.U. WALL, SEE 2"X STUDS � 16" O.G. PRE-ENG, ROOF TRUSSES 'd) 24" la-10 NAILS O.C. MAX., PER TRUSS MFR. FLOOR PLAN DRYWALL PER STRAP EXT. GRADE SHEATHING PER SPECS. EXT. GRADE SHEATHING EXT. FINISH MATERIAL PER. SPECS. P.T. FURRING � DRYWALL MT512 W/14-Imd KNEWALL CONNECTION SEE EXT. ELEV. ;"�,. EXT. FINISH MATERIAL META I� '� 24" O/C (TYPICAL) TO MASONRY A5 SEE EXT. ELEV. C2� 2"X12" HEADER BOND BEAM FULLY GROUTED PER DETAIL® LINTEL 1 "X4" P.T. WOOF-) BUCK W/ W/1 #5 CONT. W/ UPLIFT STRAP 3/lro"X2 3/4" TAPCONS AT PER FRAMING LAYOUT DRYWALL INSULATION AS REQUIRED SEE FLOOR PLAN 6" FROM CORNERS AND FLASHING AS REQ. #5 REBAR IN FILLED CELL 2X P.T. W/ 1/2 DIA. ANCHOR FOR OF WINDOW SIZE MAX. IN AN INSTALL WINDOW PER PER FLOOR PLAN, W/ MIN. BOLTS 32° O.C. FSET PATTERN SEE FLOOR PLAN ram— WINDOW MFR. SPECS. 25" OVERLAP, TIED TO INSTALL WINDOW PER FOR WINDOW SIZE 4 INSTALATION INST. CONT. ROD IN FOOTER — P.T. FURRING 4 DRYWALL WINDOW MFR. SPECS. AND BOND BEAM W/ INSUL. 4 V.B. 4 INSTALATION INST. u INSTALL WINDOW PER I II -- INSTALL WINDOW PER WINDOW MFR. SPECS. 4 IN5TALATION INST. FRO NT ENTRY' �T�A WINDOW MFR. SPECS. SEE FLOOR PLAN 4 INSTALATION INST. SCALE: N.T.S. I SEE FLOOR PLAN FOR WINDOW SIZE FOR WINDOW SIZE WINDOW SILL WINDOW SILL P.T. WINDOW SILL 15 M GABLE END BLOCKING SCALE: 3/4" " = 1'-0 I"X4" P.T. WOOD BUCK W/ EXT. FINISH MATERIAL CONC. SILL 3/1ro"X2 3/4" TAPCONS AT SEE EXT. ELEV. EXT. FINISH MATERIAL 6' FROM CORNERS AND G E N E fRA L NOTE5-, Iro" MAX. O.G. IN AN EXT. GRADE SHEATHING SEE EXT. ELEV. , . d OFFSET PATTERN PER SPECS. 8" C.M.U. WALL, SEE 2"X STUDS '@ 1ro" O.G. INTERIOR BEARING WALL BOTTOM P.T. PLATE FLOOR PLAN P.T. FURRING 4 DRYWALL DRYWALL MAY BE SHOT W/ 2-1ia" MIN. _145 DIA. HILTE / RAMSET PINS BATT INSUL. AS REQ. 15" O.C. MAX. IN LIEU OF I12" ANCHOR BOLTS. ONLY NON UPLIFT PARTITIONS EXT. FINISH ROOF MATERIAL SEE — #5 REBAR IN CONG. FILLED CELL PER EXT. FINISH MAT. 2X STUDS 'a 16" O.C. SEE EXT. ELEV. ELEV. REBARS MAY BE DRILLED AND EPDXIED INTO FLOOR PLAN, W/ MIN. 25" OVERLAP, SEE EXT. ELEV. # GONG. SLAB ro" MIN. EMBEDMENT 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 AND BOND BEAM, ALT. BENDS EXT. GRADE SHEATHING WHERE TRUSS STRAPS ARE NOT IN PROPER BATT INSULATION AS REQ'D. IN REINF. BAR PER SPECS. INSULATION BAFFLE, PLACEMENT PROVIDE MTSIro (SIMPSON) DRYWALL PRE-ENG, ROOF TRUSSES -0 24" 2" MIN_ CLEARANCE WITH 3-3/Iro"x2 1/4" TAPCONS MAY BE USED 1/2" DIA. X 10" ANCHOR �� O.C. MAX., PER TRUSS MFR. TO INSTALL TRUSS STRAP TO REINFORCED WALL P.T. FURRING, DRYWALL 4 BOLTS OR I/2" DIA. X ro" 2X P.T. SOLE PLATE INSULATION AS REQUIRED INSUL. W/ VAPOR BARRIER EXPANSION BOLTS METAL DRIP EDGE == 2X NAILER ALL SINGLE STORY INTERIOR BEARING WALLS BASE BOARD TOP OF SLAB 21" O.C. W/ 2" DIA. X BASE BOARD TOP OF SLAB TO BE #3 KDSYP OR #2 SPF U.N.O. I/8" WASHERS WOOD FASCIA, SEE 0'-0' FIN. FLR. --- 0'-0" FIN. FLR. . - = Q: ELEV. FOR STYLE BOND BEAM FULLY GROUTED _ �— W/I #5 CONT. W/ UPLIFT STRAP FINISH GRADE FINISH GRADE _ _ :. 1. PER FRAMING LAYOUT _ I IIIII=1 11=111=III =1I I = 1-� I 4" GONG. SLAB W/ - _ I I i::;. IIIIII—I I 4" GONG. SLAB W/ VENTED SOFFIT P.T. FURRING 4 DRYWALL OVER (���J�M�'�J01� ��'Oi�Ct=��� U1���Sl�OTp 0T=iE�'1��SE III= I ( I I III- VAPOR BARRIER #5 REBAR IN GONG. �I I I II1111 I 1� I I I II III VAPOR BARRIER VAPOR BARRIER 4 INSUL. I1-1I I-1 — FILLED CELL PER z _ o ;'.':t.' #5 REBAR IN FILLED CELL PER HEADER BLOCK FLOOR FOUND. PLAN, I HEADER BLOCK EXT. FINISH MATERIAL :.'�`:' FLOOR PLAN, W/ MIN 25" OVERLAP, -I I -III_ ALT. BENDS IN REINF. 1= I,' III- SEE EXT. ELEV. TIED TO CONT. ROD FOOTER SEAL IN CLEAN, COMPACTED, BAR. CLEAN, COMPACTED, AND BOND BEAM, ALT. BENDS THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND TERMITE TREATED FILL. TERMITE TREATED FILL. - SEE ELEV. IN REINF. BAR 10 FOR O.N. MARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION 16Oro OF THE FLORIDA SOLID BEARING ::.� .. • .:. 8°Xlro° coNc. SOLID BEARING _ 8"Xlro" CONC. FL. LIC. N<?. 3I�Cai BUILDING CODE 2001 EDITION. 1�„ FTC_ W/2 #5 CONT. �1� FTG. W/2 #5 CONT. ��U�� �0��: I, BASIC WIND SPEED - 120 MPN.(� 3 SEC. GUST.) - ua - LLI - ,� BOTTOM CHORD MAY BE SLOPED -SEE FLR. PLAN D �'TE 2.WIND IMPORTANT FACTOR - 1.0 } - } /TRUSS LAYOUT FOR CEILING CONDITIONS-TYP. JUN � I.�9 , .> `� 0 p 3,WIND EXPOSURE -CATEGORY B I. v SIGNATURE ,INTERNAL PRESSURE COEFFICIENT ±0.18 ,COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT 21 BLOCK WALL SECTION - 22 ? „ _ _ „ _ ,- „ ±0.18 INCLUDEp� M TIN SCALE: 3/4 - 1 0 -FRAME WALL SECTION SCALE. 3/4 - 1 0 13 -TRUSS AT BLOCK SCALE. 3/4 - 1 0 O z CN-4 C M Ll_ Ln bz �'t O u cd -J 0000 CL • Ln 0 `° -� o � 1.0 tA Ln C x 14— Z N o- *= N 't V) 4-) .� � v • J cV: 00 -) 4-1 0 J p ' cn U Q v f1 0 U 0 00 L0 drawn by P� V checked by SC date 06.09.04 scale AS NOTED job no. 04-5335 revisions by c I a OPT. JP sFI OPT. OPT. NOTE: ALL SMOKE DETECTORS ARE TO E3E HARD WIRED AND INTERGONNECTED ELECTRICAL LEGEND Ceiling Mounted Light PC Pull Chain Light 11 Recessed Light l_-O Wall Mounted Light Wall Wash Recessed Duplex Receptacle =® 220 V Receptacle _® 1/2 hot, 1/2 switched �UJP Water Proof Receptacle _j Floor Receptacle Pre —Wire for Clg. Fan -0�F1 Ground Fault Interrupt Wall Switch �3 3—Way Switch �p Dimmer Switch 14 Telephone Jack Fi Cable Jack ® Pre —Wire Garage Door Opener Fluorescent Light Electrical Panel 00 Chime I-Cl Door Bell/Garage Door Switch L= Disconnect Switch OM Electrical Meter S.D. Smoke Detector Ceiling Fan Wall Sconce O-Q-O Chandelier KIIC Intercom Spot Light Flush Mount Fluorescent Light F5 Fan/Light Combination (� Garbage Disposal Motor Speaker Q Junction Box 17 !71 Track Lighting 0 0 C� 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" THIS STRUCTURE HAS BEEN DFSIC-;N TO MEET THE: WIND 1ARCO5 FICiUEROA P.E. LOAD REQUIRMENTS OF SECTION 160ro OF THE FLORIDA FL. LIC.. NO. 31101 BUILDING; CODE 2001 EDITION. 1, BASIC WIND SPEED - 120 MPH.(,@ 3 SEC. C;UST.) DATE UN ,1 1 2004 2-WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEC;ORT- B SIGNATURE 4,INTERNAL PRESSURE COEFFICIENT ±0.1a 5.GOMPONENT/ CLADDING; DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±O.Ia INCLUDED) J M z J U_ V1 =� vi LU C C U �00 c o C � ce OL • 'O '� o LU (tO. 0O 4— rd Z V) Ln C: U +� d. u N • _ V) N � CO LU , O N O 4-1 U U v 0 Q c�S U E:H] 00 0 drawn by MV checked by SC date 06.09.04 scale AS NOTED no �.� — 535 )l drawing no.