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HomeMy WebLinkAbout105 Venetian Bay Cir 04-1361 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS MorrisonHomes 1 1 So-athhall Ln #200 Maitland, FL 32751 407-257-6940 CRC 041929 PHONE Ni UtiIBER PROPERTY Otiv�iER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR 'MISCELLANEOUS CONTRACTOR PERMIT NUMBER i MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERNIIT #. DATE PER 11T DESCRIPTION PERMIT VALUATION SQU�-R�E FOOTAGE d d ry cn cn n 0 revisions by CHANGE DATE DESCRI TON MOVED OPTIONAL LAUNDRY TUB TO SPACE BETWEEN WATER NEATER AND A/C. A 9-6-96 LAUNDRY TUF3 WAS PREVIOUSLY LOCATED NEXT TO FIRE DOOR. A MOVED ATTIC ACCESS LOCATION FORWARD 2'-0" 9-6-96 A3 MOVED ELECTRICAL PANEL TO FORMER LAUNDRY TUB LOCATION NEXT TO FIRE 9-6-9(o DOOR. INDICATED RETURN AIR LOCATION TO PE PLACEir) FACING FOYER. INDICATED RIGHT SIDE OF FRONT DOUBLE DOOR 1O BE THE ACTIVE SIDE, Q 9-6-96 A INDICATED LEFT SIDE OF FRONT DOUBLE DOOR W?DEN OPTION TO BE 9-6-96 THE ACTIVE SIDE. INDICATED OVERHANGS TO BE 12" ON GABLE ROOFS, INDICATED OVERHANGS TO BE 16" ON HIP ROOFS. A CHANGED VAULTED CEILING IN BATHROOM CLOSETS AND UTILITY ROOM TO 9-6-96 9'-4" FLAT CEILINGS. A CHANGED VAULTED CEILING IN SECONDARY BEDROOM CLOSETS TO V-0" 9-6-96 FLAT CEILINGS. A CHANGED LEFT HAND OUT SWING TO RIGHT HAND IN SWING AT FIRE DOOR. 9-6-96 A CHANGED RIGHT HAND IN SWING TO LEFT HAND IN SWING AT LAUNDRY ROOM 9-6-96 DOOR. Q RELOCATED LAUNDRY ROOM DOOR AND FIRE DOOR �" TO THE LEFT FOR 9-�-96 REFRIGERATOR CLEARANCE. CHANGED WIDTH OF HALF WALL AT KITCHEN SINK FROM 6" TO 4". REDIMENSIONED RECESSED LIGHT FIXTURES IN KITCHEN. ADDED 2-C26 WINDOWS IN NOOK. 9-6-96 9 r L I LJL�N � INDEX OF DRAWINGS SI-IEEt pESCRIP710h1 C VR COVER SHEET ARCHITECTURAL 1 FIRST FLOOR PLAN 2 FOUNDATION PLAN 3 ELEVATIONS 4 ELEVATIONS AND CROSS SECTION T1 TRUSS FLAN LI LINTELS LAYOUT fD1 DETAIL SHEET 1 D2 [DETAIL SHEET 2 D3 DETAIL SHEET 3 D4 [DETAIL SHEET 4 E1 ELECTRICAL LAYOUT A CHITECT: HOME DESIGN SERVICES, ING, �00 CAFE COD LAME SUITE 13 ALTAMONTE SPRINGS/ PL, 32014 Fk4, 401= a& 2 = 54,44 5ULDER5: MORRISON HOMES 2 �)O FAR< AVENUE SOUTH SUIT -300 WINTER FAR</ FL, 320a13 fH. -401=&213=0000 a�wq qq'1AR I` PLAAS j EVfl1Jr CITY OF SANFORD fREV161ON6- CHANGE DATE DE6CRIF'TION WALL MOUNTED EXTERIOR LIGHT FIXTURE TO PORCH CEILING. QRELOCATED NOTED HEADER HEIGHTS ON FLOOR PLAN. A 9-6-96 WINDOW AT C�.?VERED PORCH IN MASTER BEDROOM. ADELETED 9-6-96 ADDED SLIDING GLASS DOOR, WINDOW, AND FRENCH DOOR OPTIONS TO 9-6-96 FLOOR PLAN. CHANGED WINDOWS IN MASTER AND SECONDARY BEDROOMS TO 5'-0" NIGH A WINDOWS. PROVIDED FAU_-r:' �1,:OCATION IN SHOWER, Q 9-6-96 RECESSED LIGHT FIXTURE FROM TUB TO SHOWER, QRELOCATED CLOSET AND SINGLE ENTRY DOOR TO BEDROOM #2. AADDED PROVIDED DEN/STl!DY OPTION WITH DOUBLE DOOR. A /� CENTERED WINDOW IN BATH #2 ON TUB. Z� 9-0-9/0 TUB SHELF TO OPPOSITE END OF TUB, QMOVED ONE GFI RECEPTACLE IN GARAGE. ADELETED CHANGED VAULTED CEILING IN BEDROOM #3 (FLOOR PLAN "A") 9-6-96 CHANGED VAULTED CEILING IN BEDROOM #3 (FLOOR PLANS "B" 4 "C") ADDED 2'-0" OPTION TO MASTER BEDROOM. A II-15-96 CHANGE VAULTED CEILINGS TO 9'-4" CEILINGS. 06-30-91 MEDIA CNTR. Q 04-2-02 SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND MARCOS FIrUERO.4 P.E. LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA FL.. LIC. NO. 31-10-1 BUILDING CODE 2001 EDITION. I. BASIC WIND SPEED - 120 MPH.(s 3 SEC. GUST.) Dfi T1 fl00�# 2.WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY B SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT ±0.18 5,COMPONENT/ CLADDING DESIGN WIND PRESSURE 011 4 AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.18 INCLUDED) 0 drawn by HO checked by M.D.G. date 0 1 .29.04 scale AS NOTED job no. 04— 6446 drawing no.1 u THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. revisions by 15'-4" 24'-0" 2'-011 II'_411 21_011 21_011 gl_011 II_ 41 -011 II_ 11 II_ AN 2 2 N.B. 14 14 ■ ■ ■ ■ Ni �.. �.� ■ ■ ■ e ■ --- - - - - - - - - - - - - - - - - - ■ ® 141-011 Covered Fla t i o 24.1 =32. 2- 15 �r Master 5edroom JJ 9'-4" CLG. ■ ■ ■ c� 5'-4' 8'-8" 24'-0" c� n O � ,n MIR. M.C. O N Ma Ster 11� 1�1c Rm. -1 Res_21 0I 15ath °A �, --------, _ I� OPT. 10' CLG. 9'-4" CLG. W.I.C. V ' a,9'-4" CLG. I /_ II 14'-4"Z-1 _ -' 21 I II 1 II I _ II _ II �4 31-4" CL . HT. u / • TEMP. -or 2 E5.9 13 TUB i IP L- F '-K111 I_ -n I� ,,,...!yyy D I I III II M. ■ -' NOWER `v 9'-411 CLG. W. _ TEMP. GLASS 21 ENCLOSED I INDICAT S r- -' Broom 2 CL . HT, I COUNTER I AT 36" ■ RANGE W/ HOOD 14 >< or W/ PLAN1 SHELF I J T Q g'- 4' CLG. V, 7'-a" A F.F, I a 2 �.9 1 - I � Ln ro 3 _211 �Q I ■ ZA INR/AA ``� I W� F,V F oM - , I 6, MIR. i UB W/ W.0 AV. X ��� a .� 221 O HOWE I EMP. E3a th --- ° -1 9'-4" CLG. O ■ ■ - Q- _.. QW/ W/ 2 -1060 SL 503ro TRANS 0 V W/ ARCH TOP = INDICATE 0 '-0" CLG_ HT. 1'-0" _ -411 � W/ PLANT SHELF=28.1 A.F.F. ■ Bedroom 3 - R FOYER A/C Q Ln 1 �? L J Q1_011 ATTIC ACCESS FIELD LOCATE ld'-0'I F- I N a 'n A/C COM 11 M.T. ■ 2-1.1 -28.1 M.T. 1 Q r 2 �.g Car Garay 21NN ■ ■ ■ ■ 0' FLAT CLG. H.B. 22.0 ARCH TOP I -24.0 ■ I e ( 16'x " O.H. GAR. DR. I ■ ' GROUTEDI 1'- " HDR. HT. WALL GROUTED I WALL I I 51_011 pJl_411 - 11_Q11 161_011 11_�II N I II VV SU 14'-4" - -. 401-011 COMPARATIVE ANALYSIS AND ANCHOR CHART GENERAL ALUMINUM CORP. SERIES: 1440 ALUMINUM SINGLE HUNG WINDOW (TDL) SIZE TESTED: 53-1/8" x 72": TEST REPORT: OL1-31239 TESTED DP: FOS. & NEG. 40 PSF; GLAZING: 1/8" THK. ANNEALED GLASS DESCRIPTION DESCRIPTION DESIGN PRESSURE CAPACITY IN PSF TAPCON ANCHOR LOCATIONS REQ'D IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 19-1/8 x 26 157 157 B F.G 19-1/6 x 38-3/8 108 108 B FG 19-1/8 x 50-5/8 1 80 80 B FG 19-1 8 x 54-5/8 75 75 B FC 19-1/8 x 55-5/8 73 73 B FG 19-1/8 x 63 62 62 B FG 19-1/8 x 72 53 53 B FG 26-1/2 x 26 116 116 B FG 26-1/2 x 38-3/8 77 77 B F.G 26-1/2 x 50-5/8 66 66 B F,G,H,1 26-1/8 x 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 8 F.G.H.I 26-1/2 x 72 47 47 B F G H I 30-1 2 x 26 103 1 103 B F.G 30-1/2 x 38-3/8 65 65 B F,G 3U-1 2 x 50-5 8 57 57 B FGHI 30-1/2 x 54-5/8 55 55 B F,G,H,1 30-I 2 x 55-5 8 54 54 B F G H,I 30-1 2 x 63 49 49 8 F,G,H,1 30-1/2 z 72 44 44 B F,G.H,I COMPARATIVE ANALYSIS AND ANCHOR CHART GENERAL ALUMINUM CORP. SERIES: 1440 ALUMINUM SINGLE HUNG WINDOW (TDL) SIZE TESTED: 53-1/8" x 72': TEST REPORT: OL1-31239 TESTED DP: POS. & NEG. 40 PSF; GLAZING: 1/5' THK. ANNEALED GLASS DESCRIPTION DESCRIPTION DESIGN PRESSURE CAPACITY IN PSF TAPCON ANCHOR LOCATIONS REQ'D IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMDS 37 x 26 94 94 B FG 37 x 36-3 6 51 51 B FG 37 z 50-5/8 47 47 B PC 37 x 54-5/8 45 45 8 F.(;,H.1 37 x 55-5/8 45 45 e F' HI 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,C,1.1 48 x 38-3 8 40 40 8 F.G 48 x 50-5/8 40 40 B F,C,H,1 48 x 54-5/8 40 40 B F C H 1 48 x 55-5/8 40 40 B F,G.TI 48 x 63 40 40 8 F,G,H.1 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 x 38-3/8 40 40 0 F,G,H,I 53-1 8 x 50-5/8 40 40 1 8 FGHI 53-1/8 x 54-5/8 40 40 B F,G,H,1 53-1/8 x 55-5/8 40 40 11 53-1 8 x 63 40 40 e �FG.H.l 53-1. - x 72 40 4D B 1.) WHERE WATER RESISTANCE TEST REQUIREMENT OF 157. OF DESIGN LOAD APPLIES, POSMYE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF, DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2.) INSTALLATION: f-ANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING, USE 3/16 DIM. TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MIN. - D 1 1/4" EMBEDMEAT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3.) SEE BACK OF THIS SHEET FOR KEY TO TAPCON LOCATIONS 4.) INSTALL J8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPUED INSTALLATION HOLES. 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. 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 ACHIEVED IN TEST. 2.) INSTALLATION: fLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING, USE 3/16 DIM. TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MIN, 1-i/4" EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3.) SEE BACK OF THIS SHEET FOR KEY TO TAPCON LOCATIONS 4.) INSTALL 98 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. 5.) IF EXACT WINDOW S1ZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. INSIDE HEAD 5NGC0 '' DRYIUALL WINDOW I IIIT N, W PX4" P.T. BUCK STRIP 3/IC,'X2 V4' TAPCON INTO C:11.11 THROUGH FINISHED NING WIDTH BUCK WITH MIN. 1 1/4' EMBEDMENT A OFi � p E 5TUGC0 STUCCO FINISHED OPENING WIDT 2 ALL SIZE WIDTH I"X4' P.T.BUGK 57RP I"FM1 P.T. .T. BUCK STIR --TAPCad INTO CML THROJC,H BUCK WITH I I/4" EMBEDMENT ; 1 J /16"X2 I/4" TAPCON INTO CMU THRCUC. H 3/I6"X2 1/4" TAPGON INTO CML W THRG e BUCK WITH MIN. I I/4" EMBEDMENT BUCK WITH MIFL I I/4" EMBEDMENT P><2" I"X2" RYWALL DRYWALL OUTSIDE IIIUTSIDE W1WTNJAMB JAMB i �1T. 4 F - G CO 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 S011x618„ I 1'4"x8'0" J 1'6"x8'0" K 1'8"x8,0" L 2'0"x8'0" M2'4"x8'0" N 2'6"x8'0" 0 2'8"x8'0" P 3'0"x8'0" Q 1'6"x6'8" BF R 2'0"x6'8" BF S 2'6"x6'8" BF T 3'0"x6'8" BF U 4'0"x6'8" BF V 5'0"x6'8" BF W 6'0"x6'8" BF --- - X 1'6"x8'0" BF Y 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 DID 6'0"x8'0" BF EE 6'0"x6'8" SL.GL.DR. FF 8'0"x6'8" SL.GL.DR. GO 9'0"x6'8" SL.GL.DR. I-iH 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. FINISHED774c-, TH NO FASTENERS THROUGH SIFINISHED STOOL( BY OTHERS) CAAJL / RE-CA5T CONCRETE 511-L H - I INSIDE I I SILL L E VAT 10N MASCNR� f STALLATf ON I VIEWED FROM EXTERIOR 2X8 P.T. STRUC'L BUCK (TYIPICAL) DOOR OR WINDOW PER PLAN ATTACHED DIRECTLY TO STRUCTURAL BUCK PER MANUFACTURER'S RECOMENDATIONS • ' d INSTALLATION INSTRUCTIONS. STRUCTURAL 2X,5 BUCK W/I/4" -DIAMETER TAPCONS AT 6" O.G. AND AT 3" FROM ENDS AND EDeES. OR (2) ROWS OF 0.145" DIAMETER HILTI/RAMSEY PINS STAGrzERED AT 6" O.C., AT 3" FROM ENDS AND 2" FROM EDGES. FASTENERS EMBEDED IN TO BLOC{ Ida" MINIMUM.TYPICAL. TYPICAL PUCK [DETAIL SCALE: NTS. TWE SENTRICON TERMITE COLON' ELIMINATION SYSTEM WILL E3E USE ON THIS HOUSE ANID CERTIFICATE OF COMPLIANCE FROVIDE-) AT TIME OP INSPECTION. ' - THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND MARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION I&o& OF THE FLORIDA FL. LIC. NO. 31101 BUILDING CODE 2001 EDITION. DAT',EB 0 3 2004 2.WIND MPORTANTSPEED ACTOR - 1.0 3 SEC. GUST.) 3,WIND EXPOSURE - CATEGORY B SIGNATURE 4,INTERNAL PRESSURE COEFFICIENT ±0.10 .COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±O.Ia INCLUDED) NOTES: 2-0 INDICATES NUMBER OF DOORS. 2-0 INDICATES NUMBER OF WINDOWS. FR - FRENCH DOORS L - FULL LITE FG - FIXED GLASS TR - TRANSOM P - POCKET DOOR OBS - OBSCURED TEMP - TEMPERED HR - HORIZONTAL ROLLER SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. O MORRISON WINDOW SIZE KEY ROUGH OPENING 1 /2" FLANGE MASONRY MARK CALL SIZE WINDOW SIZE 1 C-12 191 8x26 20x26 2 C-13 19 1 8 x 38 1 4 20 x 38 1 4 3 C-14 19 1 8 x 50 5 8 20 x 50 5 8 4 C-15 191 8x63 20x63 5 C-16 191 8x7634 20x763 4 6 C-1 2 32 26 1 2 x 26 27 1 4 x 26 7 C-1 2 33 26 1 2 x 38 1 4 27 1 4 x 38 1 4 8 C-1 234 261 2x5058 271 4x505 8 9 C-1 2 35 26 172 x 63 27 1 4 x 63 10 C-1 /2 36 26 1 /2 x 76 3/4 27 1 4 -x-7-6 3 4 11 C-22 37 x 26 37 3 4 x 26 12 C-23 37 x 38 1 4 37 3 4 x 38 1 4 13 C-24 37 x 50 5 8 37 1 4 x 50 5 8 14 C-25 37 x 63 37 3 4 x 63 15 C-26 37 x 76 3 4 37 3 4 x 76 374 16 C-32 53 1 8 x 26 54 x 26 17 C-33 53 1 8 x 38 1 4 54 x 38 1 4 18 C-34 53 178 x 50 5 8 54 x 50 5 8 19 C-35 53 1 8 x 63 54 x 63 20 C-36 53 1 8 x 76 3 4 54 x 76 3 4 21 CD-22 74 x 26 74 3 4 x 26 22 CD-23 74 x 38 1 4 74 3 4 x 38 1 4 23 CD-24 74 x 50 5 8 74 3 4 x 50 5 8 24 CD-25 74 x 63 74 3 4 x 63 25 CD-32 106 1 4 26 107 x 26 26 CD-33 106 1 4 x 38 1 4 107 x 38 1 4 27 CD-34 106 1 4 x 50 5 8 107 x 50 5 8 28 CD-35 106 1 4 x 63 107 x 63 Area Tabulations Living: 1st Floor: 1561 S f 2nd Floor: N/A SF C00.0- INDICATES P.S.F OF WIND total Living: 15ro1 S' 32,4 PRESSURE @ OPENING NOTES: lag sf I. GARAGE DOOR TO BE 530 51' CERTIFIED BY MFR. FOR 120 M.P.H. 2. ALL TUB d SHOWER UNITS WILL other: N/A S f HAVE ANTI -SCALDING DEVICES Total Area: 2310 a 3. POWERS STEEL LINTEL SYSTEM MAY BE SUF35TITUTED FOR PRE -CAST LINTELS. THE L-2 WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE REQUIRES NO REBAR EXCEPT OVER SCALE DIMENSIONS. Contractors shall verify IN TOP COURSE OF "U" BLOCK and be responsible for dimensions and conditions U,N.O. of the job and Home Design Services, Inc. must 4. ALL EXTERIOR DOOR ROUGH be notified in writing of any variation from the dimensions, conditions and specifications appearing OPENINGS ARE TO BE 4" LARGER on these plans. IN WIDTH. INSTALLED_ 5, ALL EXTERIOR HEADERS Floor Plan ARE TO BE INSTALLED 8'-O" Scale: 1/4" =1 -0f9 FROM FINISHED FLOOR UNLESS OTNI=RAISE NOTED. 0 drawn� by HC checked by M.D.G. date 01 .29.04 scale AS NOTED job no. 04- 6446 drawing no. s i u THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. Ill revisions by <t r G ON_-9 I 2'-a" gl_rnll /71 -4"I 10'-411 rl N.B. I 24 "x24"x12" I E41- ■ ■ ■ 1-------------------------------------I I - I 12 3 ■ I I I I D1 I I I 2'-.4 I - I 12 8'-8" 6 41-a11 21_411 Kl CJ DI I I Ill O I I I I I L 1 �-3 1/2" I I I ■ L® -- -- ----- aQ SL. (�I;L DR__ ■ ■ ■ ■ 44 I 1 D2 12 I I D1 I I I I I I �l $V. m I I � I I •I I® 1 I I I 1'-231-8" _ I �� � TUB i-- DES i' ■ 1�2 IJ \ c{1 I - I -i'-2" 11_g11 H I L - J - 5 F-L E V. 0 --- 12 Fill- D1 ii REF. it+. 21'-4" 4'-(0" I 14'-211 LI---- J I f1------I IIL ---i I 4" PVC PIPF I ■ I PRE -PLUMB =►- - +iil W. pl FOR A/C LINE I 2+(II _oII 21_all 3'-111 J /_�CJJI_ 11 L.T.---J 2G _ ----J D2 I +- -I / !A/C i i I W.H. I 1 I tr)R--- 1 TUB W/ 1 W.0 1 �HOWEi'� 5 ■. ■ ��\`-,�/ 44 30�oa W/tru 2-106a S D1 ^I 31/2" 44 i I I 1 I I I II 1 3 I/L2 a'-8 �- ' 4'-211 / 1_l JII ll K ■ I I I I � LLl L k.D - W y 'D u 2 i 1 1 Dl I 1 1 12 Dl D1 I i ■ I 12 j -------------- ----- -- --- ----I cv I I I I ■ ■ I I 9 3/4" WATERSTOP D1 ■ ■ 11-a" ■ Ira'xT O.H. GAR. DR. ■ I I 41-011 51-011 41_011 14'-4" & 1-4" 19'-4" 40' - 011 24"x24"xl2" W/ 3 - #5 � E.W. I � J t-- I cv I I 1411 3'x4'x4" CONC. P D all FROM WALL i i COMP. I rFUCTURAL NOTES- 1) CODE5: I.I 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] 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 p51 4.2 ALL REINFORCING STEEL SHALL BE GRADE roO IN ACCORDANCE WITH ASTM A-015 AND SHALL LAP MIN. 40 BAR DIAMETER TYP. THROUGHOUT (BEAMS, COLUMNS, FOOTINGS) 4.3 WELDED WIRE FABRIC (WWF): ASTM Alas. 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 6 X 6 WIA X WIA WWF AT MID DEPTH OF SLAB. FIBERMESH MAY BE USED IN LIEU OF WW'F AT THE CONTRACTOR'S OPTION. 43 CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C-94--1aA 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 AA6HTO-T-Ia0. 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 (AC1530.1-99/46CE 6-99). 5.2 USE TYPE 'S" MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI. 5.3 MA50NRY 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. FILLED CELLS WITH 2-"5 ( ALT. I-#1) VERTICAL SHALL BE LOCATED AT EACH SIDE OF OPENINGS 10'-0' AND GREATER, AT ALL GIRDER BEARINGS, INCLUDING HIP-5ET GIRDERS. 5.5 CONCRETE FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING A 'PENCIL" VIBRATOR. (0) WOOD: 6.1 WOOD FRAMING STRUCTURAL MEMBERS: 02 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.PF." l MIN Fb= -150 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). 0.4 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 0 4" O.C. EDGES, 6"O.C. FIELD 6.(o UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. -1) STEEL: 1.1 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, GRAPE B ( Fy= 36 KSI). ALL OTHER STRUCTURAL STEEL ( BASE PLATES, CONNECTION BUCKETS,ETC.) SHALL BE CARBON GRADE STEEL S) VERIFICATION OF FIELD CONDITIONS: 0.1 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'5 IN5TRUCTIONS. a.2 ALL WRITTEN DIMENSIONS PER PLAN TAKE PRECEDENCE OVER SCALED DIMENSIONS. a3 CONTRACTOR SHALL COORDINATE ALL THE WORK OF TRADES INVOLVED. aA 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 J015T TO BAND JOIST, FACE NAIL 16d COMMON 3 JOIST TO 51LL OR GIRDER, TOE NAIL ad COMMON 3 BRIDGING TO JOIST, TO NAIL EACH END Sd COMMON 2 LEDGER STRIP 16d COMMON 3 AT EACH JOIST IX6 5U5FLOOR OR LESS TO EACH JOIST, FACE NAIL ad COMMON 2 OVER Ix6 SUBFLOOR TO EACH JOIST, FACE NAIL 8d COMMON 3 2' SUBFLOOR TO JOIST OR GIRDER, BLIND AND FAC9O�ACOMMON 2 SOLE PLATE TO J015T 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 ea COMMON 4 DOUBLED STUDS, FACE NAIL IOd COMMON 24' O.G. DOUBLED TOP PLATES, FACE NAIL 10d COMMON 16' O.G. TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - (2)16d OR (3)10d COMMON CONTINUOUS HEADER, TWO PEICE5 16d COMMON 16' O.C. ALONG EACH EDGE CEILING JOIST TO PLATE, TOE NAIL ad COMMON 3 CONTINUOUS HEADER TO STUD, TOE NAIL 8d COMMON 3 CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL - (3)16d OR (4)I0d COMMON CEILTING JOISTS TO PARALLEL RAFTERS, FACE NAIL - (3)16d OR (4)10d COMMON RAFTER TO PLATE, TOE NAIL ad COMMON 3 i' BRACE TO EACH STUD AND PLATE, FACE NAIL 8d COMMON 2 IXa SHEATHING TO EACH BEARING, FACE NAIL ad COMMON 2 OVER IXS SHEATHING TO EACH BEARING, FACE NAIL ad COMMON 3 BUILT-UP CORNER 5TUD5 16d COMMON 24' O.G. BUILT-UP GIRDERS AND BEAMS, OF THREE MEM5ERS20d COMMON 32' O.G. AT TOP d BOTTOM d STAGGARED 2 ENDS 8 AT EACH SPLICE 2' PLANKS 16d COMMON 2 EACH BEARING STUDS TO 50LE PLATE, END NAIL 16d COMMON 2 EACH END GYPSUM WALLBOARD 1-3/8' DRYWALL NAIL 71' O.C. ON CEILINGS 8' O.C. ON WALLS 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. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRU55 MANUFACTURER5 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 I. PLYWOOD: (FIELD) USE SD NAILS 9 12' O/C 5 _I (EDGE) USE SD NAILS 9 6" O/C I� ROOF EDGE F, Ir 2. GYPSUM: (FIELD) USE 5D NAILS 9 10" O/C 1 (EDGE) USE 5D NAILS 9 l' O/C © © 14' 4. ROOF NAILING PATTERN ( UNLE55 NOTED OTHERWISE) ' (@ZONE I - USE SD COMMON NAILS m 6" O/C RIDES€ AT EDGES AND 6' O.G. INTERMEDIATE FRAMING ®ZONE 2 - USE 8D COMMON NAILS V 6" O/C AT EDGES AND 6' O.C. INTERMEDIATE FRAMING C3i (D + �4' 03 ZONE 3 - USE SD COMMON NAILS to 4' AT EDGES d �E FOR GABLE END AND 6' OTHERWISE AND 6' O.G. INTERMEDIATE FRAMING 5' F 5• 1/2' GYPSUM CEILING: USE 5D NAILS 0 1" O/C ZONE CHART 6. SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS. -1. END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBERS. Q 0 NOTE: QQ • H.B. ALL DIMENSIONS FOR VERTICAL STRINGS ON POURED CELLS ARE EITHER + OR -. THE SENTRIOON TEFPzM1TE G01.._ON� ELIMINATION S-'STE1-1 WILL E3E USE ON THIS NOISE AND CERTIFICATE OF COMPLIANCE PROVIDED AT TIME OF INSFECTION. LEr-:;EI [D' ■ -INDICATES FILLED CELL OF 8" C.M.U. WALL W/ ]-#5 REBAR VERT. CONT. FROM FTC. TO BOND BEAM. FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4" THICK WITH FIBER -MESH REINFORCEMENT OVER TERMITE TREATED 501L WITH ro MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. OR FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4" THICK WITH &xr 10/10 GUAGE REINFORCING MAT. WITH MIN I" COVER. TERMITE TREATED SOIL WITH ro MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. SEAL TH15 STRUCTURE HAS BEEN DESIGN TO MEET THE WIND WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE ` -IARCOS FIGUEROA P.E. LOAD REQUIRMENTS OF SECTION IoO(o OF THE FLORIDA OVER SCALE DIMENSIONS. Contractors shall verify BUILDING CODE 2001 EDITION. and be responsible for dimensions and conditions 1 L. LIC. NO. 31101 of the job and Home Design Services, Inc. must I. BASIC WIND SPEED - 120 MPi-i.(� 3 SEC. GUST.) be notified in writing of any variation from the DATE dimensions, conditions and specifications appearing FEB 0 3 2004 2.WIND IMPORTANT FACTOR - 1,0 on these plans. 3,WIND EXPOSURE - CATEGORY B SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT ±0.181�+4 Foundation P I a n ✓.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT SCQI2: 1/4"-V_0 » ±0.18 INCLUDED) NASSAU B LOT # 68 V.B. drawn by H] C checked by M.D.G. date 01 .29.04 scale AS NOTED job no. 04- 6446 THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. revisions by 9'-4" BRG. Y dt- J"5'-011 NDR. 0'-0" FIN. FLR- 9'-4" BRC 8'-0" NDR. 0'-0" FIN. FLR. `OL a'-O" NDR. 1' - 4" m O.N. TYP. �p 4" Smooth Textured Trim/Band �n 0'-0" FIN, FLR, M 12 Front l��rati®� IIII SCALE: 1/4" = I'-0" Left Elevation SCALE: 1/4" = P-0" Ieht Elevation SCALE: 1/4" = 1'-0" 1 12 12 13'-0" BRG. ENTRY 9'-4" BRG. GARAGE 0'-0" FIN. FLR. 0'-0" FIN. FLR. eL „L a'-0" NDR. 7 0'-0" FIN. FLR. 1" 12" 1° a' -I" -' 1A "I ,k all Iro' -0" C�ara!2e <eue5tctrle Detail I - SCALE; 1/4" = 1'-0" a u 3/ u C11 i PLAN SIDE VIEW VIEW <eQ5torle Detail SCALE: 1/2" = I'-0" 3'-2" Ill.Y-2° I" 3'-2" 6� - n� all r'-4 all Entr� fCeQStorle [Detail SCALE: 1/4" = P-0" THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND -11ARC05 FICzUEROA P.E. LOAD REQUIRMENTS OF SECTION I&0& OF THE FLORIDA FL_ LIC. NO. 31101 BUILDING CODE 2001 EDITION, 1. BASIC WIND SPEED - 120 MPH.( 3 SEC. GUST.) DAT3 ZU04 2,WIND IMPORTANT FACTOR - 1.0 3,WIND EXPOSURE - CATEGORY B SIGNATURE 4.INTERNAL PRESSURE COEFFICIENT ±O.la 5,COMPONENT/ CLApDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±O.Ia INCLUDED) , 5-9 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" s UIt M Z IL N h n L ,^ 10A C Q U O LA "'o C � N � 0 • o ce 0 o Lu O d-J Z J a, 4J d' in o v Lr) N N LU M 0 a O 4--1 LLJV U0 > U C 00E ISE I I 0 drawn by H C checkedJbyM.D.G.date01 .29scaleA,S NOjob n04- 6 u 9'-4" BRCx. 9'-4" BRGx. h C', -u. r7L..I-,. Y0'-0" FIN. FLR. _ _J, _ 8'-0" NDR, O 0'-0" FIN. FLR. wear Elevation SCALE: 1/4" = P-0" 9' - 411 BRCS. Y _Y 9'-4" BRCS. 3FE DETAIL 7HEET FOR =ASCIA A Kitchen LIGHTS \ o- I Q 0 MIRROR\ SPLASH TUB Master Bath Ma s ter Bath UF3 2 - VSB3/o UF3 2 -W42 [1-11, [,E-11 0 o � n HOOD SPLASH 0000 0 0 0 REF. - - 0� 0� _ 0 n I RANGE 0 a �i3a th �2_ Kitchen TB9 0'-0" FIN. FLR. [[[L II --I III II II 0I -0 FIN. FLR. ■ V5542 UF3 �, Kitchen � Laun. v � " I --IYJ../�11 I\./I PLAN FOR FOOTING SIZES Cabinet La gouts Scale: 1/4" = I'-0" THESE PLANS ARE NOT VALID FOR PERMITTING, WITHOUT THE RAISED SEAL AND Sl(.;NATURE OF FNC;;INEFR/ARCHITECT OF RECORD. �r C1 II II v ZP 0 000 0 0000 o a � E l_aundr ME RANG E 24 REF B Kitchen 4a30 3015 430 w3G 12 r THIS STRUCTURE WAS BEEN DESIGN TO MEET THE WIND MARCOS FIriUFROA P.E. LOAD REaUIRMENTS OF SECTION 160ro OF THE FLORIDA FL. LI('. No. 31101 BUILDING; CODE 2001 EDITION. DATE�Ea1. BASIC WIND SPEED - 120 MPH.(,@ 3 SEC. C-�UST.) 2.WIND IMPORTANT FACTOR - 1.0 2004 3,WIND EXPOSURE - CATEGORY B SIGNATURE 4,INTERNAL PRESSURE COEFFICIENT ±0.1a G , 5.COMPONENT/ CLADDING, DESIGN WIND PRESSURE / AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.la INCLUDED) I Arch 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 & Sections Scale: 1 /4"- V--0" drawn by P--I C LAS cked by M.D.G. date 29.04 cale NOTED b no. 6446 THE5E PLAN5 ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. revisions by C SMYTH CUMBER CE, ROOF TRUSS DIVISIO 722 SOUTH AP❑PKA BLV , APOPKA, FL, 32703 (407) 299 - 1522 FAX (407) 299 - 9153 nglneering Certif IcatE �f Authorization # 921E NOTES 1) IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS AGAINST FIELD CONDITIONS AND DESIGN INTENT, (REFERENCE: SECTION (A,2,1) ANSI/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) BACKCHARGES OF ANY KIND WILL NOT BE CONSIDERED WITHOUT PRIOR REVIEW AND WRITTEN CONSENT BY SMYTH TRUSS COMPANY BCTRILS� 1) REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING, INSTALLATION, AND TEMPORARY BRACING) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED 2) ALL TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER TO VALLEY TRUSS DETAILS FOR ALTERNATE BRACING REQUIREMENTS 3) ALL VALLEYS TO BE CONVENTIONALLY FRAMED BY BUILDER 4) INTERIOR LOAD BEARING WALLS HANGER LEGENB ALL ROOF TRUSS HANGERS TO BE SIMPSON HUS26 OR USP (KANT-SAG) THD26 UNLESS NOTED OTHERWISE. SIMPSON USP (KANT—SA OA— HUS26 0R THB26 ®— HHUS26-20R THD26-2 0— HHUS28-20R THB28-2 0— HHUS48 0R THD48 *— HGUS26-20R THDH26-2 FO — HGUS28-2 0R THDH28-2 GO— HGUS28-30R THDH28-3 0 — SUL/R210 0R SKH21OL/R OO— HGUS48 0R THDH48 KO— THA422 0R MSH422 0 — THAC422 0R MSH422IF- - HUC410 0R HD410IF- ©— THJA26 0R HJC26 _7 ) CONTRACTMORRISON HHMCS JOB : NRSSRH B C B (ISI) ADDRESS (STD) SCALE DATE LAYOUT LD, DRAWN BY NONE 1 11/27/0 Z22302A I SLC/RH R1 ►rnr.� 01 40 15'-4" 24'-810 (2) HETA Ira U U U U U U CDC2 CL \\\k E1 C4 C5 R18 C1 C1 o A E1 C3 C2 C3 R9> >\� \R8 R7 o R6 I-D o R4 R3 N. co OD R1 l 0 Ln Ln o co 0 i R 2 B ULD WALL TO 8' 0 " PLATE H E BHT THEN KN EEWALL TO 130 " PLATE HEIGHT R 10 8' 0" PL, HT R11 o o i CD C � R1z R1 Q R 13 R15M M C3 R1'9 22' 4" SPA 18I 4 / C C1 N R16 �, C 1 C3 C 2\Q '�/� R 17 C1 C 7�4%i,ti� E C — U Cu U C'') U M U CU U UN c C CL C 1 U U U 1 '_ U U I U 14'-4" 6'-4" ol 40'-0" LATH AND STUCCO — " I" METAL FLASHING- 4x5 BA5E FLASHING-; SHINGLES 15# FELT 15/32" C.p�X. OR 111ro" O.B.S. (MIN. 2.5:12 PITCH) 2x's @ 24" O.C. W/ HUnHES MP35 ATTACHED TO SHEATHING WHEN GREATER THAN Y l-\LLL I RAFTER Cricket And Flashin4 beta i l NOT TO SCALE No�rE -1 ALL ROOF SLOPES AT (o:12 UNLESS biNERUJISE NOTED. SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIN MARC❑S FIGUER❑A RE, LOAD REQUIRMENTS OF SECTI❑N 1606 OF THE FLORIDA FL. LIC, NO, 31707 BUILDING CODE 2001 EDITI❑N, LBASIC WIND SPEED - 120 MPH,(@ 3 SEC, GUST,) DATE 04 2,WIND IMP❑RTANT FACTOR - 1.0 �� 3,WIND EXPOSURE - CATEGORY B SIGNATURE 4,INTERNAL PRESSURE C❑EFFICIENT 10,18 l� 5, C❑MP❑NENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN, (INTERNAL PRESSURE C❑EFFICIENT +0,18 INCLUDED) NOTE NO STRUCTURAL CHANGES FROM THE APPROVED PLAN5 SHALL BE MADE IN THE FIELD UNLESS, PRIOR TO MAKING CHANGES, WRITTEN APPROVAL 15 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 5UB-CONTRACTORS INVOLVED AND SHALL BE THEIR RESPONSIBILITY TO REPLACE OR REPAIR THE CONDITION A5 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 Mays: ww-lim4- ROOF SHEATHING TO BE 1\2" NOMINAL OR 7/16' RATED 24 16 NAILED WITH 0.131"x2—" 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 decking as specified. 8. Overhangs will vary. See roof plan and exterior elevations. All overhangs greater than 18" shall be tacked on in the field. 9. Frame walls up to underside of roof trusses at all non -bearing walls and at volume area unless otherwise noted. 10. Align trusses and hand framing so as all gypsum wall board to be continuous from floor to ceiling. 11. Truss manufacturer to insure design consideration to the following additional loads: a: All ceiling hung soffits and soffits w/ cabinets as shown on plans. b: Attic located HVAC units as shown on plans. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. ROOF Plan Scale: 1 �4"-1'-0" - • M U_ V) Ln b�0 C O �n 0 Vi i � �. E �4 X Cz Z c� Lr) a>� • J un > N 00 ��O N U U > Q Lu N Q. 0 U CO 00 Ll 7 0 drawn by HC checked by M.D.G. date 01 .29.04 scale AS NOTED job no. 04— 6446 drawing no. drawn by HC checked by M.D.G. date 01 .29.04- scale AS NOTED job no. 04— 64-4-6 drawing no. revisions by I 2x4 STUDS o)1O" O.C. 1/2" x a" IIJ" OR "L" BOLTS #3KD S.Y-P. OR I #2 SPF TYP. U.N.O. OR 1/2 "�x6" EXPANSION BOLTS '@ 32" O.G. MAX. U-N.O. W/2",�xl/8" WASHERS I HCDPL/R '�i) 32" O.C. TYP. 2x4 P.T. PLAT — @ EACH STUD U.N.O. MIN. BOLT E ED 7" 4" CON(. SLAB W/ FIBERMESH QOR 6x6 WWM OVER 6M VISQ. ° °d 4 • GLEAN, COMP-, TERMITE 2-#5'� ROD CONT. - — TREATED FILL INT. BEARING WALL FOOTER DETAIL SCALE: 3/4" 1'-0" CONE STORY) DI 4" CONC, SLAB W/ FIBERMESH OR 6x6 WWM OVER 6M VISQ. VARIES-4" TYP. d — II I05 ROD CONT. I I I CLEAN, COMP., TERMITE TREATED FILL OFFSET THICKENED EDGE DETAIL SCALE: 3/4" 1'-0" Dl SLAB SLOPES AT 41' CONC. SLAB W/ FIBERMESH 1/0" PER FT. AWAY OR 6x6 WWM OVER 6M VISQ. FROM HOUSE FIN. GRADE _ 14 r�,u — Frr-_ 2-#5,1� ROD CONT. CLEAR, COMP-, TERMITE III —III —I I TREATED FILL PORCH PATIO FTG. DETAIL 21 SCALE: 3/411 = I'-0" DI COMP. SHINGLES OVER 15# FELT ON 15/32" CDX OR 7/16" 05E3 (MIN. RATED 16/24) CIF TILE ROOF IS USED SEE TILE MANUFACTURER FOR RECOMMENDED SHEATHING) PRE-ENGINEERED TRUSS /@24" O.G. (MAX.)W/HURRICANE ANCHOR ON EA- TRUSS SEE TRUSS LAYOUT FOR SPECIFICATIONS I-#5,1 REBAR FOR OPENINGS OVER 6'0" U.N.O. OR POWERS STEEL LINTEL TYP. WALL. SECTION OPENING SCALE: 3/4"= 1'-0" SEE ELEV. R-19 INSULATION MIN. 1/2" GYP BOARD FILLED U BLOCK W/I-#5�P CONT. HORIZ. W/25" SPLICE (MIN.) #54 ROD IN FILLED CELL - AS PER FLOOR PLAN TIED TO CONT. ROD IN FOOTER 4 BOND SEAM 1 � ABOVE 4" CON(. SLAB W/ FIBERMESH FINISH GRADE _ - OR 6x6 WWM OVER (oil VISQ. �_ VARIES - d - .°J 8"xl6" GONG. — __ TM — FOOTER W/2-#5� I I GLEAN, COMP., - — ROD CONT. W/ - 16" TERMITE TREATED 3" MIN- COVERAGE - I FILL GARAGE CURB DETAIL SCALE: 3/4" 1'-0" D1 DRIVEWAY SLAB �t cal ° d 4 COLD JOINT — a OPT. 0x16" CONT. a a FT(:; W/2-#5N WALL BEYOND 4" CONC. SLAB W/FIBERMESH OR 6x6 WWM OVER 6M VISQ. 8x8 THICKENED EDGE W/1-#5� CONT. FOOTER DET. o GARAGE DOOR SCALE: 3/411 = 11-011 D1 COMP. SHINGLES OVER 15# FELT ON 15/32" CDX OR 7/16" OSB (MIN. RATED 16/24) CIF TILE ROOF IS USED SEE TILE MANUFACTURER FOR RECOMMENDED SHEATHIN R-19 MIN. INSULATION PRE-ENGINEERED TRUSS �24" O.C. (MAX.) W/HURRICANE ANCHOR ON EA. TRUSS. (SEE TRUSS LAYOUT FOR TYPE & MANUFJ PROVIDE BUILD. PAPER OR STEEL PLATE BETWEEN VARIES TRUSS 8 C-M.U. SEE ELEV. 5d COOLER NAILS OR GWB54 7" O.C. 1/2" GYP BOARD AS SPECIFIED BY FILLED BOND BEAM W/I#-5 BUILDER. NON-STRUCTURAL VARIES CONT. W/25" SPLICE MIN. - PRECAST HEADER W/1-#5 � FOR OPENINGS OVER 6'-011 OR POWERS STEEL LINTEL CEMENT TEXTURED 1/2" GYP BOARD OVER FINISH U.N.O. 3/411 P.T. FURRING R-3 INS. MIN. WINDOW OR FIXED GLASS (SEE FLR. PLAN) SILL PRE -CAST SILL #50 ROD IN FILLED CELL AS PER FLOOR PLAN TIED TO CONT. ROp IN 8" C.M.U. - I - FOOTER 4 BOND BEAM I = ABOVE I - _ = 4" CONC. SLAE3 W/ FIi3ERMESH OR 6x6 WWM OVER 6M VISQ. I FIN. GRADE— �IIIII &`xl6" CONC. I = _ —III CLEAN, COMP., FOOTER W/2-#5,P -I — �° d' 4 - TERMITE TREATED ROD CONT. FILL 6" ACI 90 I — HOOK (TYP) — — 1I 12 ONE STORY 8" BLOCK WALL. SECTION SCALE: 3/4 I'-0` SLAB SLOPES AT I/8" PER FT. AWAY FROM HOUSE 4" CON(. SLAB W/ FIBERMESH OR 6x6 WWM OVER 6M VISQ. FIN. GRADE v - illlli, Q'. °1 4 = a„ -1 T �1 1-#5 REBAR CONT. I I I CLEAN, COMP., TERMITE TREATED FILL PATIO THICKENED EDGE DETAIL SCALE: 3/4" 1'-0" D1 W/1 #5 BAR CONT. FROM BEAM TO FTG. W/10" HOOK MIN. (FIELD BEND) STEP DOWN TIE BEAM 10 SCALE: 3/411 1'-0" DI 2x12 #2 5YP W/I/2" PLYWD OR 7/16" O.S.B. FLITCH— (U.N.O.I 2x4 CRIPPLES UNDER HEADER AND END OF HEADER-- 1/2" x all " I" OR III II BC O "X6" EXPANSI01 7" MIN. MBED @ 3211 ( U.N.O. /2"�xl/a WASHEt A 2x4 P.T. PLAT HURRICANE CLIPS OR TRUSS ANCHORS - SEE ROOF TRUSS LAYOUT FOR SPECIFICATIONS STRAP TOP PLATE 3 HEADER TOGETHER W/HMT512 MIN. U.N.O. 'x4 STUDS Q 1611 O.C. 3KD SYP OR #2 SPF IIN. U.N.O. 2" GYP. BOARD HCDPL/R 32" O.C. MAX. U.N.O. CENTER LINE OF 1/2 ",�x8" ANCHOR BOLTS WALL ABOVE OR 1/2"4x6" EXPANSION BOLTS a 32" O.C. MAX U.N.O. W/2 "�xl/8" WASHERS 4" GONG. SLAB W/ 2x4 P.T. PLATE MIN. FIBERMESH BOLT EMBED 7" OR 6x6 WWM OVER 6M VISQ. u 2'� loll 1 d V v 4 7d 44 ,O d I 2 -#5,P ROD CONT. - — W/3" MIN. COVER CLEAN, COMP., TERMITE TREATED FILL OFFSET BEARING FOOTER DETAIL SCALE: 3/4" 1'-011 DI ALL LAPS 25" MIN. (TYP.) II I-#5 REBAR VERT. DOWEL LAPPED CORNER. CONT. WITH WALL REINF. FROM FOUNDATION I I 10" HOOK MIN. TO BOND BEAM. 00 #5 CORNER BAR (FIELD BEND) GROUTED CELL ROOF FRAMING SEE TRUSS LAYOUT FOR SPECIFICATIONS TYP. CORNER VERTICAL WALL REINF. II SCALE: 3/4" = 1'-0" D1 2x12 SYP HEADER U.N.O. FULL LENGTH WALL STUDS (2) FOR OPENINGS I GREATER THAN 4'0" TYP. HUGHES OR SIMPSON 1- TRUSS DOUBLE TOP P #2 SPF OR #3 S1 RT10 (2) EA END HEADER TO JACK STUD; U.N.O. 01 CRIPPLE STUDS No CONNECTOR REQ'D HEADER STUDS HEADER STUDS NO CONNECTOR REQ'y f HCLH/RH (HUGHES) OR H3 (SIMPSON) TOP 4 BOTTOM TP4X �CDPL-R 12.5 EACH _ATE. -P U.N.O. ALL CONNECTORS TO BE HUGHES OR EQUAL HEADER DETAIL INT. LOAD BEARING WALL 17 TYP. CONNECTIONS a) BEARING OPENING 19 �� SCALE: 3/4" = I'-011 D1 N.T.S. D I THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD, SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE MARCOS FIGUEROA P.E. FL. LIC. NO. 31707 LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION, OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must I. BASIC WIND SPEED - 120 MPH.(,@ 3 SEC. GUST.) 2-WIND IMPORTANT FACTOR - 1.0 be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. DATFFFEB 0 3 2004 3.WIND EXPOSURE - CATEGORY B 4, INTERNAL PRESSURE COEFFICIENT ±0.18 SIGNATURE Details &Section 5,COMPONENT/ CLADDING DESIGN WIND PRESSURE s • 1 N M LL N CID CI bA E O Lr) a) C rtf C 0000 QLn . � E 0 r ^ N O V I QQ< X C Q Cz ^ _� Z z Cr v cv N d' V) • -®®o® N Lill C: (; O N O 4-1 a) 0 U > Q N 0 fl. U U w Ln drawn by H C checked by M.D.G. date 01 .29.0-4 scale AS NOTED job no. drawing no. AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT ±0.10INCLUDED) Scale: As Noted revisions Jby • M J LL vi tv0 C Q O u L'i c�S C(44 000 Ln- L, O110 `p o crS o 4-� cn p < X .% 14— Cz z Z Cr v c ® J N 1� J 00 L. LJ -i:: �- O � o N � V > v 0 U C 00 NASSAU w LOT # •8 drawn by HI C checked by M.D.G. date 01 .29.04 scale AS NOTED job no. 04— 6446 u I THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF REGORD. NOTE: -MIN. l/Iro" STRUCTURAL SHEATHING REQ,D ON BOTH SIDES OF ARCH W/ — HCDPL/H EA. STUD HEADER/CONVENTIONAL rodNAILS a ro" O.0 TO SIDE 4 TOPNAILER. TOP 4 BOTTON FRAMING PER LOCATION .2Xa'S OR 2Xro'S MAY BE USED. U.N.O_ PRECAST A80VE NOTE: • MIN. l/1ro" STRUCTURAL SHEATHING DBL 2x4 REQ,p ON BOTH SIDES OF ARCH W/ TOP PLATE # 2 P.T.2x4 MIN. rodNAILS a ro" O.C. TO SIDE 4 TOPNAILER. (TYPICAL) •2X5'S OR 2Xro'S MAY BE USED. DBL 2x12 2X4'S EVENLY 2X4'5 EVENLY CONVENTIONAL HEADER SPACEp(TYPICAL) W/(2) a d's ON BOTH ENDS _ / FASTENERS al2" O.C. MAX. SPACED(TIPICAL) W/(2) a d's ON BOTH ENDS FRAMING AS PER PLAN U.N.O. (TYPICAL) TRAN51TIONN FROM 1X TO 2X BUCK C.M.U. -- 2 X P.T. SNOT TO C.M.U. WITH EITHER (2) 0.145 [)[AM. HILTY/RAMSET C.M.U. PINS STAGGEREID WITH 1-3/4"MIN. a12" O.C.MAX C.M.U. G.M.U. OR (Dl/Iro" TAPCON W/1-3/4"MIN.EMBEDMENT a1211O.C. MAX. 2 X P.T. SHOT TO C.M.U. WITH EITHER (2) 0.145 DIAM. HILTY/RAMSET TRANSITION PINS STAGGERED WITH 1-3/4"MIN. all" O.C.MAX FROM IX TO 2X BUCK OR (Dl/Iro" TAPCON W/1-3/4"MIN.EMBEDMENT 1@12"O.C. MAX. 2x4 PT. BOTTOM PLATE (NOTE: - NOTE: 1/2" ANCHOR BOLTS MINOR CHANGES MAY MINOR CHANGES MAY AS SHOWN ON BAY WINDOW PLAN Ti'P. AF,:'cN OPENING; OCCUR AS PER cMU OCCUR AS PER S��L�: NTS. INDIVIDUAL OPENING. T,j f, AF;CH OFENINC; FR,4MI= INDIVIDUAL OPENING. OVER Gl' IU BAELEV. SCALE: NTS. D3 N.T.S. MIN. 1/1 " 055 EXT. SHEATHING W/rod NAILS @ ro" O.C. TO SIDE PRE-ENGINEERED TRUSS a 4 TOP NAILER E.A. SIDE PER PLAN 124" O.G. STRAFED AS —� PER TRUSS PLAN z 0 F- } 111 11l ll ETA Iro E.A. STUD CONVENTIONAL FRAME Z � (TYPICAL) 2X KNEEWALL AS PER PLAN LAI 2X BLOCKING EVENLY SPACED W/(2 )ad's ON LH BOTH SIDES (TYPICAL IIX OR 2X #2FT. BUCK — IX OR 2X #2PT. BUCK fi C, LINTEL U NOTE'*]: 2Xa °*2FT TO CMU W/1/4"X3" TAFCONS 2 X P.T. SHOT TO C.M.U. WITH EITHER (2) 0.145 DIAM. HILTY/RAMSET 3"MAX.FROM ENDS AND ro"O.C. MAX. PINS STAGGERED WITH 1-3/4"MIN. @12" O.C.MAX (TYPICAL) OR (1)71/1ro" TAPCON W/1-3/4"MIN. EMBEDMENT @12"O.C. MAX. NOTE#2: MINOR CHANGES MAY OCCUR AS PER A INDIVIDUAL OPENING. EEN-1=R� DOOR/UJINDOW DETAL SCALE: NTS. u u� —DOUBLE 2"X TOP PLATE 2 "X STUDS a Ira" O.C. H 2.5 TOP 4 BOTTOM EA 5TUE OPTIONAL CONECTION AT BOTTOM OF STUD, HETA I& OR SPH4 AT EACH STUD. 2"X P.T. SOLE PLATE 1/2" DIA. X a" ANCHOR BOLTS OR 1/2" DIA. X ro" EXPANSION BOLTS 32" O.G. W/ 2" DIA. X 1/0" WASHERS SIMPSON HETAIG 'a EACH STUD MAY BE USED INSTEAD OF THE ANCHOR BOLT AND H2.5 @ BOTTOM. KNEE WALL TO MASONRY 2Xa P.T. 5TRUC'L BUCK (TYIPICAL DOOR OR WINDOW PER PLAN IF" IIIIIIIIIIII ATTACHED DIRECTLY TO STRUCTURAL BUCK PER MANUFACTURER'S RECOMENDATIONS 4 INSTALLATION INSTRUCTIONS. STRUCTURAL 2Xa BUCK W/l/4" —DIAMETER TAFCONS AT C " O.G. AND AT 3" FROM ENDS AND EDGES. OR (2) ROWS OF 0.145" DIAMETER HILTI/RAMSEY PINS STAGGERED AT (o" O.G., AT 3" FROM ENDS AND 2" FROM EDGES, F,5TM1,E,MUM.TYF`,CAL. ANERS EMBEDED IN TO BLOCK TYPICAL 5UC< DE rAIL SCALE: NTS. GENERAL NOTES INTERIOR BEARING WALL BOTTOM P.T. PLATE MAY BE SHOT W/ 2-1ia" MIN..145 DIA. HILTE / RAMSET PINS ,@15" O.C. MAX. IN LIEU OF 1/2" ANCHOR BOLTS iREBAR5 MAY BE DRILLED AND EPDXIED W/ MIN, 6" EMBEDMENT WHERE TRUSS STRAPS ARE NOT IN PROPER PLACEMENT .3- 3/Iro11xl3i4" TAFCONS MAY BE USED TO INSTALL TO BLOCK / C.M.U. W/ MIN. I&" STRAP ALL INTERIOR BEARING WALLS TO BE #3 KD 5YP OR #2 SFF UNLESS NOTED OTHERWISE. REBARS MAY BE FIELD BENT (COLD) ALL LUMBER EXF05ED TO WEATHER, OR AGAINST SOIL, CONCRETE, OR MASONRY SHALL BE PRESSURE TREATED. FOR LOAD BEARING STUDS, NO. 3 GRADE, STANDARD GRADE OR STUD GRADE SHALL BE USED. FOR NON LOADBEARING STUDS, UTILITY GRADE OR BETTER SHALL BE USED. FOR JOISTS AND RAFTERS SHALL BE AS THOSE OBTAINED IN IN AF 4 PA DESIGN VALUES FOR JOISTS AND RAFTERS. SEAL TH15 STRUCTURE HAS BEEN DESIGN TO MEET THE WIND -1ARG06 FIGUEROA P.E. LOAD REQUIiRMENTS OF SECTION 160ro OF THE FLORIDA FL. LIC. NO, 3110-1 BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 120 MFH.(,a 3 SEC. GUST.) DAT1�E'8 0 3 2004 2.WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY B 51GNATURE 4.INTERNAL PRESSURE COEFFICIENT ±0.1a 5.COMFONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT " +0.1a INCLUDED) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Details &Sections Scale: As Noted revisions bLAI drawn by H C checked by M.D.G. date 01 .29.04 scale AS NOTED job no. 04— 6446 THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD, revisions by 5/8" APA RAND CDX OR 055 MIN. SEE NAILING SCHEDULE ON ROOF TRU55 LAYOUT U.N.O. TYP C3AF3LE 2x4 CONT. CIF TILE ROOF 15 USED SEE TILE END 2x4 E3LOCKING MANUFACTURER FOR PANEL EDCzE TYP. FECOMMENED SHEATHING)] l&" MAX SEE TRUSS LAYOUT F,--2X4 DIAGONAL BRACING @ 4'-0" O.C_ MAX TRUSSES 2x4 STUD MATCH LATH AND STUCCO — "J" METAL FLASHING- 4x5 BASE SHINGLES FLASHING- 15# FELT \ 15/32" C.P.X. OR 1/16" O.B.S. (MIN. 2.5:12 PITCH) CDX PLYWOOD OR 0151,57 15# FELT-7 KNEE WALL drawn by H C checked by M.D.G. date 01 .29.04 scale AS NOTED job n o. 04— 6446 revisions by SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND\ MARCOS FIGUEROA P.E. LOAD REaUIRMENTS OF SECTION 1606 OF THE FLORIDA FL. LIC. NO. 31101 BUILDING-; CODE 2001 EDITION. 1. BASIC WIND SPEED - 120 MF'H.(,@ 3 SEC. GUST.) DATEFE8 0 2004 2,WIND IMPORTANT FACTOR - 1.0 ##_3.WIND EXPOSURE - CATECxORI- B SIGNATURE $,INTERNAL PRESSURE COEFFICIENT ±0.18 5.COMPONENT/ CLADDING DESIGN WIND PRESSURE AS PER PLAN. (INTERNAL PRESSURE COEFFICIENT \ ±0.18 INCLUDED) ELECTRICAL LEGEND Ceiling Mounted Light PC Pull Chain Light Recessed Light Wall Mounted Light Wall Wash Recessed Duplex Receptacle _® 220 V Receptacle 1/2 hot, 1/2 switched Wp Water Proof Receptacle _El Floor Receptacle Pre -Wire for Clg. Fan ="GFI Ground Fault Interrupt Wall Switch �3 3-Way Switch Dimmer Switch Telephone Jack t—> Cable Jack ® Pre -Wire Garage Door Opener Fluorescent Light Electrical Panel 0O Chime HE Door Bell/Garage Door Switch L0 Disconnect Switch OM Electrical Meter S.D. Smoke Detector Ceiling Fan Wall Sconce 40 Chandelier K IC Intercom -D Spot Light Flush Mount Fluorescent Light F07-9 Fan/Light Combination Motor 0 Speaker Junction Box Track Lighting Theatrical Strip NOTES: 1. Owner to verify exact location of floor outlets in field. 2. Location of fixtures and/or outlets are suggested locations and meet most local code requirements. Additions or adjustments may be made between Owner and Builder in the field, or by Home Design Services, inc. as additional services. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Electrical Fixture Layout Scale: 1/4"=1'=0" • M J LL. vi LU C C �t Up Q. d- Ov V� O Vi C cci 0 L, 0^° -� 10 CD _4 �' Q X c ¢ Q Rs ZCL N aJ d- cn V U � Vi N > OC) Lu cv�0 cn —� O + (1) 0 -0 0�> LEI Q U Q. 0 V O 00 00 drawn by HC checked by M.D.G. date 01 .29.04 scale AS NOTED job no. 04— 6446 drawing no.