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HomeMy WebLinkAboutBuilding Plans Revision—1 nu First Level Floor Plan scaler 1/rir = 1'-0" 37'-4" SLEEPING ROOMS PROVIDE AN EGRESS NINDOW WITH A NET CLEAR OPENING )F x SO. F P POR GROUND FLOORS, 1.7 SO. Fr, FOR UPPER FLOORS, OPENINGS ;HALL NOT BE LESS THAN 20! OR 20'W ;ILL NOT MORE THAN 44" ALCOVE FLOC;;. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORREOTIONS REOUIRED E;Y FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIRILIT> OF THE CONTRACTOR OF RECORD ST. LUCIE COUNTY BUILDING DIVISION REVIEW FOR O REVIEWE DATE P NS RMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE r Area Tabulation 1st Living 2574 2nd Living 2105 Total Living 4679 Garage 784 Porch 262 Balcony 262 Entry 68 Total 6055 These Drawings and Specifications as instruments of aervice are and sholl remain the property of the Designer. They are not to be used on other projects or extentions of this project except by written agree- ment with the Deisgner. No design chongea which alter the intent of the Drawings or Specifications are to be made without obtaining prior written permission from the designer. Copyright © 2002 In It In N Nr �r a 00 Z Z CQ w O J 3 LLL O IX J E 4 ULI y m W J LL DU)U) S a00 a- 3 C EL EL •• +- • _ J � C r .. Opj 1 � � J ' :J � • — :J r J' , i11 r 1�1 PW 1 date I revision 3/25/07 I ownwers revision: drawn 5.1. checked s.l. date 2/18/06 scale 1/4" = 1' job number 05062 sheet A s co 91 1 21-011 41-411 221_211 45'-8'1 38'-611 341-211 temp. zis 1/2 33 L-2 s.h. 121-0II 5'-211 31-0'1 4" 11-8" - C LI•c1 36 Qs.h. 1 LJ o d � a L-6 c O� o 36° x 36" fix. glass - y ID o 1 to � 0 o- N L-4 2680 i0 � -- - a - 36 Bedroom 5 22 x 36 0 - s.. 10'-011 ceiling � access - - Q 1 L! 1 I I Mah. t :A L-4 26 s.h. -- egress _ d .. a ❑At I iD 71-10° 41 OD Onn) 2880 13'-O" • D d- 1 s.h. 1-c} L2680 Bedroom 4 , , -_ _ 10'-0" ceiling L-4 ,. _yQ N 26 s.h. quardrlail 16" dia, c.m.u. with C4 j 4 O I header egress (4) #5 vert, in grout �n t - aD O I - dwn. 1211 EI filled cell 1 n 36" x 361, 1 _ 1[6 O 36" tall deco. _ fix. glass Q m d-header dwn. 12" railing ' 1 m L-4 • _ P1 header -- — shlvs. � 1 ® N dwn. 1211 I -_ 1 M.C. I O 1' "1 ! 1/2 55 s.h. " 1'-8" 41-011 41-811 151-411 1 31 4" 51-011 I temp. a3 1 2 ( ) d l 72" 11 1 fixed lass Open to Below i i m j O 11 10,1 1'-101, ao o O 0) 0) 0 all O I� q 1 L. '/ ; J i _I I L-7 N O a0 747�e N N i Balcony lo " curb ' I 10'-0" ceiling I I 1 I - O 1/2 35 a.h. - temp, 1 1 I 1 i O 00 temp. I L4211ll I 1 I `� .n4211 tall guardrailrail with vert, at 4"o.c. I ---- _ header ❑ max. 361, x 36 dwn: 12t' , , ' fix. �glass& :. LA I I 112111 1 _On 41-411 41-8h 0D 3'-811 - ^ a - I L 12" I I '� — — 0 N , I � 1 O (4211 }a( N 00 ardrail egress '� • • ® Bedroom 3 -4 LAi . 1 26 - � s.h. f 421t fall CV , 10'-0" ceiling G �LJ - 00 O h Ell quardrai , L-4 1 • O 26 s.h. m i egress 1 _ 00 N header dwn. 1211 �) iv 26 ® E ail L-4 40- E o • F72']8" 3611 x 361, J 61-5 �] 1/21171-0'1 3' 811 7'-10'1 0 fix, glass TT I 2880 28e0 t L7 iV 2880 0 0 pocket m m co N N 26 s.h. Billiar (A Room IQ - (4) places 10 c-o° eauing - L-20 �. ry Bedroom ` at :?!N ROOMS PROVIDE EGRESS `O -' - - Wl ;o0W WITH A NET CLEAR OPENING o cr n 10-0 ceiling of r, Scl. FT. FOR GROUND FLOORS, 2680 n" SG, r FO^, UPPt:R FLOORS. OPENINGS - ALL I . T R' LESS' THAN 24'F: OR 20'W 0 17'-8" 16'-8" 41-10" it L NO' MORE THAN 44" ABOVE FLOC.;t. I ' O 0 � OO O II Ell ro i IL111D OO L-4 26 s.h. ------ I I L-4 26 s.h. - Qegress Alegress '-------------------� _ I I I L Product Approval Product Design Pressures Manufacture Model Number Method of Attachment Roofing: - +/- 57.5 Southeastern Metals 5V crimp #9 x 2" long screws with sealing washer at rib crown & 11.511 to center rib, & 12.511 to next perp. to slope interior panel fastening in rows 16"c.c. parallel to roof Overhead Garage D ors: slope 18080 -44 -49 Wayne Dalton Waynemark 8000 (1) 5/16" x 1 5/811 lag screw at each of (6) J6 brackets at each roller location 9080 +44 -49 Wayne Dalton Waynemark 8000 French Doors; 1/411 dia. tapcons, 1 5/8" embed, min. in cone. Head & Sill max. 7 1/2" from each corner 6080 +/- 60.0 P.G.T. FO-101 3080 +/- 60.0 P.G.T, FD-101 max, spacing 4" each side meeting rail center max. spacing 1311c.a (1) anchor at each location Jambs Swing Doors: max, 5 1/211 from each corner max. spacing 13 1/211 12) anchor at each location 1 x 4 p.t. buck at head & jambe 3080 +/- 60.0 P.G.T. 9WD-100 Windows; 1/411 dia, tapcons, 1 1/211 embed. min. in cone. (1) anchor per location as follows; Nead & Sill 1/2 35 -80.0 +66.7 P.G.T. ainglehung 4000 26 -80.0 +66.7 P.G.T. ainglehung 4000 max 5 3/411 from each corner max spacing 8" at meeting rail max. spacing 1311c.c, 1/2 33 -80.0 +66,7 P,G.T, singlehung 4000 Jambs max. 611 from each corner max. spacing 13 1/811 1 x 3 p.t. buck at head, sill, & jambs Picture Window: 1/4" dia, tapcons, 1 1/2" embed. min. in conc. (1) anchor per location as follows: -_ _ -f 361' x 36" +/- 90.0 P.G.T. F-6000 Head & Sill max. 6 1/4" from each corner max. spacing 1211c.c. Jambs max. 6 3/411 from each corner max, spacing 1211c.c. 1 x 3 p.t. buck at head, sill, & jambs Mullions: #12 F.H. S.M.S. staggered on oppisits sides of mullion. 1/4i1 topcon with 1 1/211 embedment in concrete, Heavy Wall Sliding Glass Door: 1/411 dia, tapcons, 1 1/211 embed, min. in cono, (1) anchor per location as follows: 12080 +/- 60.0 P.G.T. series 70 Head & Sill max. 6" from each corner - max. spacing 411 each side meeting rail center max, spacing 1311c.c. Jambs ' max, 611 from each corner max. spacing 2111 1 x 4 p,t. buck at head & jambs t 69FI°r C+1_ 45 �jT�iGf 0 ,K C,T aI� ��b1JS �f—�. CONCEALED FAUENERS OR ATTACHMENTS ARE, THE RESPONS'OI! 1TY OF TH e CONTRACTOR OF RFCORIT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 41'-2" 5'-2" 1'-4" 1'-8" THESE PLANS AND ALL PROPOSED WORK _ ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 49'-411 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE COVES. Second level Floor Plan scale: 14"' 11=0° SCHEn E� SA)k AYPIJCD vimviirT UltAY1T1' SAFE UIgJ)T -�)�iN ttlll. I.0AI) I.UM WAD wt VIIJIT Itl Atl 1UNl DRAKI BL(X'K 6113 io^1 4460 leg- ActT.cn'n tT - 6113 �-Vw- 41 o 4360 21ii. - 349 2j19 2661 -- __ 1634 1843 IIS 1133 p 1533 --_.. 914 603'9 2832 6039 .. _. 2307 - 5057 - - -_ 2110 - 3396 2610 1733 1475 _ lots 990 .. _ - 1366 799 I25a D-T4 T 7-23 1015 -- 606 1 _ 1002 4-1 359 1902 671 3 1733 ' -636 I D 1326 6- D 1037 _ t S li 446 D 845 3S.' — D 784 178 D 654 - 341 D 1250 483 D 950 _ 404 D 730 347 - D 39B 306 JS IA)CAIIUNS, %`01 1'cAsl: LOADING IS Slit1111:. 1 rEL 2e93 �b 18S �� SF ?0 Ib-IT ITL1. 212.1 C'O _tla9g _ 'too Sirtoo13_ij +TEI. � ireb ItaS $f 1 11S tT Ct4tt11Cff4 t/ e These Drawings and Specifications' as Instruments of service ore and &hall remain the property of the Deaigner, They are not to be used on otha. projects or extentions or this project except by written agree- ment with the Deiagner. No design Yes which alter the intent of the Drawings or Specifications are to be made without obtaining prior written permission from the designer. Copyright © 2002 WD Gd A o v o r= to a'it= ota �6 A ob Eq >OF N V N In � N � U4t0 O Z Z MLO W _ N LJL U o -i -i W v - _ �Sm� a J CA x �- rn W 0- 3 � J a IL )t t f r •v ZV .,, i J ~ ok aF 1 1 i t `e 0ems �r f 0 I t1r r Ilttttr �N . revision a.l checked 8.1. date 2118/06 scale 1/411 = 1' job number 05062 .,heet A-2 +30.4 -33,0 Front Elevation_ scale: 3/16" - 1'-0" El +28.6 -31.3 +28.6 -31,3 +30.4 -33.0 Re�vr�_ elevation scale: 1/4" = 1'-0" +30.4 -33.0 +30.4 -33.0 +28.6 -31.3 -28,2 III 28.2 -30.8 -30.8 +28.2 +28.2 -30.8 -30.8 30.4 33.0 +30.4III q1+30.4 -33.0 u -33.0 -29.0 -31,6 -29.0 -31.6 +29.0 -31.6 12 zz;:�6 101 rillm Hm Hm 0: F In -33.0 +30,4 -33,0 +29.0 -31,6 29,0 -31.6 29.0 +29.0 +29,0 +29,0 +29.0 +29.0 31.6 -31.6 -31.6 -31.6 _a. fir. truss _1!� 11'-611 - - - t.o.b. _1�0_ 101-01, - - oo.b_ * 211-611 _t.o: ftr. truss -$j­ 10'-0" e ee Design Criteria Building Code: : FBC 2004 Type of Construction: C.B.S. Building Designed: Enclosed Wind Speed (3 second gust): 130 m.p.h. Exposure: B Internal Pressure Coefficient: .18 Importance Factor: 1.0 Mean Building Heigth: 28 ft, Overhang 1.5 ft. Roof Pitch 6/12 Components & Cladding Wind Pressures +/- 45.0 p.s.f. Roof Dead LOct 20 p.s.f. Metal Framed Floor Live Load 40 P.S.F. Dead Load 20 P,S..F, Shutte -a: No Impact Resistant Assembly: Yes Design Pressures: see elevations GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC, SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT THE JOBSITE, PLANS, SPECIFICATIONS, ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STRUCTURAL NOTES 1. DESIGN :_JADS SHALL BE IN ACCORDANCE WITH F.B.C. CHAPTER 16 2. SOIL BE.<(FSNG CAPACITY : 2500 PSF 3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4. SLAB/ FOOTINGS TO BE CONCRETE WITH MINIMUM 2500 PSI COMPRESSIVE STRENGTI-;,AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIRMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS FOOTINGS : 3" BEAMS : 1 1/2" SUSPENDED SLABS: 1" 6. LAP AL.I- aEINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS GRADE 60 STEEL MIN. IN BEAMS & COLUMNS 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED , THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. 10. BEARING P61NTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS TWO OR MORE PLIES. 11. ROOF SHEATHING TO BE NAILED AS PER NAILING DIAGRAM. 12. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6110.c. EDGES AND 811o.c. IN FIELD, OR SCREWED WITH DRYWALL SCREWS 1.511 LONG AND 0.131 INCHES DIAMETER 13, FOR RIDGE VENT INSTALLATIONS BLOCK WITH 2 x 4 #2 HF OR BETTER BETWEEN TOP CHORDS OF TRUSSES ALONG THE EDGE OF THE PLYWD. DIRECTLY BELOW THE VENT. 14, 1F ADDITIONAL STRAPS ARE REQUIRED, PROVIDE (1) MTS16 WITH (4) 3/16" Y. 1 3/4" TAPCONS AND (7) 10d NAILS FOR EACH 1000# OF UPLIFT 15. BOND ALL MULTI, PLY 2 x BEAMS & HEADERS WITH 16d 611c.c. EACH PLY. CONCEAL EO FASTENERS OR ATTACHMENTS ARr THE RESPONSIEILITY OF TNF :ONiRACTiIH OF RECOflEj THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. re L , t r x 47 yf fi Those Drawings and Specifications as instruments of service are and shot] remain the property of the Designer. They are not to be used on other projects or extentions of this project except by written agree - Mont with the Dslegner. No design changes which alter the intent of the Drawings or Specifications are to be made without obtaining prior written ponnissicn from the designer. Copyright Qc 2002 N 01 N N D Z J ULL 0 4 J E N LU -_ W m J IL ��VJ °- V V W o aka° 3r-.a IL drawn 8.1. chocked *.I. date 2/18/06 *Cale 1/41' = 1' job number 05062 8Feet A-3 A tt, M ;" V T1Z 'b" 3o G �ij _(It1SEk No 2C-�tILJ,W� ;-1,f f� lr L Sri �1 t• to e Sit R:�_E_R...l 6 Nis PL. 4 1' T . 40 To 914VR scale: rfl®V = 11-01, to.b_ - 21'-6" t_o.b._ 201_611 Ir, truss __!!� 11'-611 t.o.b_ _1!� 101-011 CONCEA! EO FASTENERS OR ATTACHMENTS N.RE THr RESFONSiRII.ITYOF THE, CONTRACTOR C.)F RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED By FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. These Drawings and Specifications as instruments of service are and shall remain the property of the Designer. They are not to be used on other projects or extentions of this project except by written agree- ment with the Deisgner. No design changes which alter the intent or the Drawings or Specifications are to be made without obtaining prior written permission from The designer. Copyright © 2002 rp WD � a Ob oil � oPa � o� op � OFI In It N � N r 00 D V 0) Z Z M J = O L J F_ N 4 �m-1 w x arna- w 0 J cV 00 Id on CJd Ob OPI CJ ® b O 0 CJ drawn 5.1. checked s.l. date 2/18/06 scale 1/4" = 1' job number 05062 sheet A_ 1t gt_(7u 431_f�ll 41-411 341-211 5'-2" 31-011 34'-411 4° 2500# cone. pad --------=-------------- - - - - - - - - - - - - - - - - r O d. ------ 1 F-1 GO J F-1 F-1--------I_.--------=------ ----� LP-3 f-------------- --- -- , I C I \\1 2'-01 41-411 41-15" I I Cq I I I j co I -4"-0- I F-11I - slope 21, 411 I N I I � \ i _ Ri --- -I 11' O° 21-81) 31-0'1 41-0' 0.0 elopt F-18 o 11 41-811 I o' F-1 0,00 I I F-1 1 J N 2' 41-411 3'-6" 3'10" in I F-4 I I I I j I I 61-10" 9' S" i i I Lee---� F-1 —J00 MINIMUM FINISHED FLOOR ELEVATION N i F-1; SHALL BE IS" ABOVE CROWN OF ROAD w I I I o,00l I OR HIGHER AS MAY BE NECESSARY I I I IN ORDER TO MEET FLOOD ZONE AND I T S I I I OR HEALTH DEPT REQUIREMENTS. J F-41 — — / o I I I l i I I I I TERMI°FE TREAT!< ,_ REQUI tEE) I C F 1 aJ 1 OTCst lU €OEO I I ?6ST ATRar Oct I 'r'� F-1 I`---------J I i f f [V F-4 I I I I------------- —J — —Tee F7 — I rm \ — — — — — — — — — — — — — — — — — — — — — — — — — — — —" IL--------� — — — — — I --------------- ----------------, 1 F=-6 I F=-1 411 2500# FIBERMIX CONCRETE ON .006 VAPOR BEARIER ON I I I I - m I CLEAN, COMPACTED, TERMITE I I TREATED FILL, TYPICAL I I I 0 0.00, ASSUMED F.F.E. I i I • I I '' 20'-O" 20'-101, F-7 I i 11'-411 ' I F--1 1 1 TERMITE TREATMENT RE�lJI�E I i I 0.00, � !- II I I I F=-2 I i i I I F-6 I I II I I I I I I E EfllYli I---1 tee----------------------------- L------0� I I F-1 I—__J - 1----------------J I F-2 F-6 - 0 slope for slope for garage dr. F=-6garage dr. Lee---- ---------- ---------------- -- —J 411 2500# conc. pad - 21-811 - 151-011 - - 291-011 51-611 1'-6° - 181-011 11-411 91-011 11-811 --- 461-811 37'-011 831-811 - - Foundation, Footing, & Piumbing r� Plan - THESE PLANS RI12 4' 6 PR9POSE9 W8i - ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TSi A1' MAY DE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. DR F�YC51 FI`1wf?ey�ATy11[�Ci{Mr[fJT9 i L I7L i iItT " 1111 St VI THE Feel 1811 x 2411 mono. footing with (3) #5 rebar cont Typical at exterior 411 81' 1.511 16.5" 2 411 TYP. FOOTING at 2 LEVEL WALLS scale: 3/411 = 1'-011 F-2 8" thickened edge with (1) #5 rod continuous. 411 411 411 811 TYP. INT. EDGE AT GARAGEDTL. scale: 11-011 F—Recess slab 411 for Shower See Typical Detail 411 411 - 411 • 8 (1) #5 TYP. SHOWER RECESS DETAIL scale: 3/411 = 11-01, F-4 18" x 2411 mono. footing with (2) #5 rebar cont. 411 411 • 14" 2 411 INT. BEARING FOOTING scale: 3/411 11-011 F-5 1411 x 1811 mono, footing with (2) #5 rebar cont, Typical at exterior 411 811 1.511 • 16.5" 1411 TYP. FOOTING at 1 LEVEL WALLS scale: 3/411 e 11-011 F-6 1411 x 1811 mono, footing with (2) #5 rebar cont. 4" 18" 1411 TYP. FOOTING at GARAGE WALLS scale: 3/411 = 11-011 F-7 18" x 16" mono. footing with (3) #5 rebar Cont. 411 411 • • • 1211 2 411 INT. BEARING FOOTING Those Drawings and Specifications as instruments or service ore and shall remain the property of the Designer. They are not to be used on other projects or extortions of this project except by written agree- ment with the Deiagner. No design changes which alter the intent or the Drawings or Specifications are to be made without obtaining prior written permission from the designer: Copyright © 2002 b a e 0 ot� F ® oc7 Db G7 o= A ob ®� l ca � UI 7 N N U ft CD Z CM W 00 "- L J � .- J 4 LL co Q J d W J t H .v 00 ob ob 0% Ob QQ P®, C/d 0 N/d MEN date revision 3/25/07 ownwers revisions drawn &I. checked s.l. date 2/18/06 scale 1/411 = 1' job number 06062 sheet S-1 GALV, STANDING SEAM ROOF PANELS OVER 30# FELT ON 5/8" C.D.X, PLYWD. ON PRE ENG, TRUSSES 24"c.c, SEE CONNECTOR 12 SCHEDUL 6 21'-6° t.o. beam - —- _ - _ 2 x 4 P.T. 2 x 4 AT CONT. stucct 2411ac. finish Lo, beam 20'-6" - - - — - GALV.. DRIP EDGE ON (1) COURSE OF BEAM BLK. 2 x 8 FASCIA WITH (1) #5 REBAR. FILLED WITH 3000# CONCRETE S rrE e9 rl PRE CAST LINTEL SEE SCHEDULE 21 On i IR COLUMN BEYOND 42" TALL ALUM. GUARD- RAIL WITH VERT, AT 4"o.c. MAX. 2 x 8 P.T. FASTEN WITH 1/4" TAPCONS WITH 2 1/4" EMBED. TO CONC. 8"o.c. C.B.S. SILL COURSE FILLED WITH GROUT t.o. floor truss --------- 1" paver brick finish i slope 1 1/21, to. deck 101-611 t.a. beam • stucco finish 3011 90 degree 3000# conc. slab #5 hook with #5 rebar fol'o.c. each way (1) COURSE OF BEAM BLK, WITH (1) #5 REBAR. FILLED WITH 3000# CONCRETE PRE CAST LINTEL / SEE SCHEDULE iES OF BEAM BLK. #5 REBAR. FILLED DO# CONCRETE :H COURSE PRE CAST LINTEL SEE SCHEDULE 3/411 T & G PLYWOOD GLUED & SCREWED _PRE ENGINEERED OPF.:N WEB FLOOR TRUSS 2411c.c. GALV. STANDING SEAM ROOF PANELS OVER 30# FELT ON 5/8" C.D,X, PLYWO. ON PRE ENG, TRUSSES 24"c.c. SEE CONNECTOR SCHEDUL 2 x 4 P.T. CONT. 2 x 4 AT 2411c.c. GALS!,. DRIP EDGE ON 2 x 3 FASCIA 9jzz a o FPI't� be131t J, 2'-o" 811 1211 x 16" DECO. 211 roll 1Dll 211 !6" RESIN COLUMN IF 7: =ASTEN TO CONC. SLAB (4) 1/411 x 311 TAPCONS-\ M p IALUM. OECD, RAILING-� tl II •Y (2) 2 x 10 P.T. LEDGER FASTEN TO POURED BEAM BLOCK WITH 5/8" x 7" EXPANSION BOLTS AT 2411c.c., STAGGERED I (2) COURSES OF BEAM BLK. WITH (1) #5 REBAR. FILLED p WITH 3000# CONCRETE TYP. EACH COURSE recessed C.B.S. COLUMN pre cast lintle BEYOND see schedule, see typical wall 111-011 section for all o interior finish J notes i sliding glass doors Porch 1'-Ott � sill Y 4" 2500# FIBERMIX CONCRETE ON .006 VAPOR BEARIER ON CLEAN, COMPACTED, TERMITE TREATED FILL -�- — f.f.e.--____-_ - ------ � " — - — slop® 1-------- LIPorch & Balcony Section #5 HOOK - FRAME OUT-/ BEAM TO WIDTH OF COLUMN /see typ, wall sect. E' 1 for foundation notes 1/ 6� 5" ICYENENE FOAM INSULATION (R19 MIN.) �5/8" O.W -(2) COURSES OF BEAM BLK, WITH (1) #5 REBAR, FILLED WITH 3000# CONCRETE TYP. EACH COURSE \_PRE CAST LINTEL SEE SCHEDULE SINGLE HUNG WINDOW FOR INTERIOR AND EXTERIOR FINISHES SEE TYPICAL WALL SECTION SOLID POUR SILL COURSE 811 x 1611 CONC, BLOCK 3/4" T & G PLYWOOD GLUED & SCREWED 2 x PT SLEE >E.RS PRE ENGINEERED OPEN 1211oc WEB FLOOR TRUSS 2411c.c. G000# CONC. It) #5 CONT. FILLER #5 REBAR rREBAR %fpno.c. 1 slope 111 ! • 30" #5 BEND 12"oc (2) COURSES OF BEAM IiLK.� e( WITH (1) #5 REBAR. FILLED WITH 3000# CONCRETE TYP. EACH COURSE LINTEL AND BOND BEAM PRE CAST RECESS e LINTEL SEE SCHEDULE / I \16" DIA. C,M.U. WITH (4) #5 VERT. IN GRIUT FILLED CELL I / f 1 toll 2'-21' 31_6❑ 811 4" 2500# FIBERMIX CONCRETE ON ,006 VAPOR BEARIER ON CLEAN, COMPACTED, TERMITE TREATED FILL Entry Section N J (2) 2 x 10 P.T. LEDGER FASTEN TO POURED BEAM BLOCK WITH 5/811 x 711 EXPANSION BOLTS AT o 2411c.c., STAGGERED ENTRY DOOR ROUGH OPENING J do THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. These Drawings and Specification& as instruments of service ore and shall remain the property of the Designer. They are not to be used on .other projects or extentlons or this project except by written agree- ment with the Deisgner. No design changes which alter Iha intent or the Drawings or Specifications are to be made without obtaining prior written permission from the designer, Copyright © 2002 ffa OFJ o 49 0 Qy c>�VQ r' D Fy o �P a ob IR O m N 00 U4#rn z Z..jr w J It = LO U_ J J E N 4 LU U ^ m 7 W J � Q d L3 0-rnCL ; r.5 J IL .-...._. - ■ 00 E Q 0 Ob Y� DCJ o o QQO �0 11 � 00 tz N/d drawn 5.1. checked s.l. date 2/18/06 scale 1/411 - 11 F -1 job number CONCEALEDFASiEPIERSORATTAC,4MENTS 05062 ARE THE RESPOiHS1E(l Tll OF THE sheet CONTRACTOR OF RECORCI 2 GALV. STANDING SEAM ROOF PANELS OVER 30# — FELT ON 5/811 C.D.X. PLYWD. ON PRE ENG, TRUSSES 2411c.c. SEE CONNECTOR SCHEDUL 2 x 4 P.T. CONT. 2 x 4 AT 24"c.c. GALV_ DRIP EDGE ON 2 x 8 FASCIA STUCCO FINISH ON RIBBED WIRE LATH 8 x 16 VENTS �,'-O"oc WifMAI" rA&%%WX? wI : �•, �,00Fruoft hlAlbS�. 11-611 STUCCO FINISH 1411 x 16" MONO, FOOTING WITH (2) #5 REBAR CONT. EVE 511 ICYENENE FOAM INSULATION (R19 MIN.) I \-5/811 D.W. 14-1 f (2) COURSES WITH (1) #5 EACH, FILLED WITH i CONCRETE I I rT 811 x 16" CONC, BLOCK WITH #5 VERT. DOWEL IN CONC, FILLED CELLS AS PER PLAN. 1 x 2 P.T. FURRING WITH R4 FOIL INSUL. UNDER 1/211 D.W. I i 0 0 GALV. STANDING SEAM ROOF PANELS OVER 30# FELT ON 5/811 C.D.X. PLYWD_ ON PRE ENG, TRUSSES 2411c.c. SEE CONNECTOR SCHEDUL 2 x 4 P.T. CONT.� 2 x 4 AT 2411c.c. GALV., DRIP EDGE ON _ 2 x 8 FASCIA STUCCO FINISH ON RIBBED WIRE LATH 8 x 16 VENTS Co' 0°oc F.rt0.4 LA WO Motes EO vu� Q'R.HFte.ar we PI�S�J 11_611 II �N GRADE - � L.- , � 4" 2500# FIBERMIX CONCRETE • • / _ON .006 VAPOR BEARIER ON CLEAN, COMPACTED, TERMITE TREATED FILL 141) One Storms C.B.a.'oil_Seotion INTERIOR END BEARRING (IF REQ'D. BY TRUSS LAYOUT) THREE POINT BEARING SEE CONNECTOR SCHEDULE APPLICATION \\ FOR FASTENER INFORMATION (IF REQ'D. BY TRUSS LAYOUT (2) 2 x 4 TOP PLATE CONTINUIOUS - 2 x 4 STUDS 1611c.c, 2 x 4 PT. PLATE FASTENED TO FOUNDATION WITH 1/2" x- 6" EXSPANSION BOLTS 24)'C C USE 1/811 x 211 WASHERS SIMPSON "SP4° FASTENER AT - EACH STUD SIMPSON 11SP4" FASTENER AT EACH STUD 1/2" DRYWALL AT EACH SIDE OF STUDS 0 0 i n � -- LS r----- 411 2500# FIBERMIX CONCRETE N --� ON ,006 VAPOR BEARRIER ON ° CLEAN, COMPACTED, TERMITE ------------' TREATED FILL INTERIOR BEARRING FOOTING 24" WITH (2) #5 REBAR CONTIN. INTERIOR It EARING WALL DETAIL (STUCCO FINISH- (2) 2 x 10 P.T. LEDGER FASTEN TO POURED BEAM BLOCK WITH 5/811 x 711 EXPANSION BOLTS AT -� 24"c.c.; STAGGERED (2) COURSES OF BEAM BLOCK WITH (1) #5 IN EACH COURSE FILLED WITH 3000# GROUT - STUCCO FIN18H - GR - N 1 1811 x 24" MONO. FOOTING WITH (3) #5 BARS CONTIN. 12 6� 5" ICYENENE FOAM INSULATION (R19 MIN.) �- 5/8" D.W (2) COURSES OF BEAM BILK. WITH (1) #5 REBAR. FILLED WITH 3000# CONCRETE TYP. EACH COURSE 811 x 16" CONC. BLOCK 1 x 2 P.T. FURRING WITH R4 FOIL INSUL. UNDER 1/211 D,W. 3/4" T & G PLYWOOD GLUED & SCREWED _MTS18 AT EACH TRUSS FILL HOLES WITH 10d PRE ENGINEERED OPEN /-WEB FLOOR TRUSS 2411c.c. 5/81, D.W. 2 x 4 P.T. NAILER 1 x 2 P.T. FURRING WITH R4 FOIL INSU UNDER 1/211 D.W. 811 x 16" CONC. BL #5 VERT. DOWEL 81' EMBED, IN FTNG, MIN. 30 BAR DIA. INTO COLUMN BLOCK MIN. 1811 SLICE LAP CONT, FROM TIE BEAM TO FTNG. AT 81-011 MAX. (#5 LAP BAR 48 D A. MINI GROUT BLOCK VOIDS AROUND EACH DOWEL WITI 3000# CONCRETE 0 _0 0 0 Roof Plan scale: 1/8" = 11-0" 4211 tall guardr, Notes; Max. variation between all risers to be 3/811 total. N The following must be true: (2) Risers plus (1) Tread equal 2411 to 2511 total Handrail on each de of stairs 9. ; 18, 17, 16. 15. 1.4,\I3. 12. 11. (2) 1 3/411 x 911-/ LLVL girder I -_- ---- --------- --- --- - /JI I I I I 10. 11. 12. 13. 14. 15. 16. 17, These Drawings and Specifications as instruments of service are and shall remain the property of the Designer. They are not to be used on other projects or axtentions of this project except by written agree- ment with the Dessgner. No design changes which alter the intent or the Drawings or Specifications are to be made without obtaining prior written permission from the designer. Copyright © 2002 (in as 0" o� @l Db O �I t I� Ir- 0=3 P tz) In V at In N Do U�krn a z � z v; C U`o tL LL Lu � .c3 � J W W a 00 a cc 00 *n 4-1 � D C=7 N 09 �1 t3 OPI ® op 0 0 pp�� G pp N/d drawn 5.1. MIN. 311 COVER AT BOTTOM �411 500# FIBERMIX f,.ONCRETE 81 U checked 24 ON 006 VAPOR BEARIER ON Min. clear headroom PROVIDE OPEN RISERS $.l. CL AN, COMPACTED, TERMITE dare TREATED FILL 61-811 vert. from front 12" 21.411 OPEN UNDER STRINGERS 2naio6 edge of nosing 121 2 x 12 stringer scale tYP (4) places 1/n = 1' `�' /� q �+ Q Minimum circular crosssection Two Story V.1.%.�i. WQII �7eCtl®� 3'_4n 6'_811 number landing - of handrail to be 1 3/411 8 treads at 101t job 05062 Starr Ca cu a, on Stair Plan sheet EDWORK Total Rise= 138. 3/411 � 1 ARTHESE UBJECT TO ANY PRRE"(IONS scale: 3/81' = 1'-011 " J ARE SUBJECT TO ANY CORRE"dS THAT t ^�5 '+ (1Sj risers at 7.71 = 138.75" REQUIRED BY FIELD INSPECT' t: ,L'r�'ardi,i' �A!� i'tio V A�4�(.i �i Treads to be 1011 typ.. MAY BE NECESSARY IN ORDE^ TO _ COMPLY WITH ALL APPLICABI a. CODES. Il'1- " k '{; TJ'tt4 ' (' r )'1 iI• t;7N, ( pp h.ry y 2 x 4 bottom cord bracing (see notes) 24" min. lap, (2) 16d at each truss 1 x 4 at 6-0"o.e.. 2 x 4 at 10'-0"o;c or bottom cord of wood - trusses at 24"o.c. 10'-®" 5' -------------------- ----------------- RIDGE O C1YIN, t r I. NAM 6"CL- pBR7t!" Ip;a _ 2. HAIL1 T 0 RJ *eft:4, FIELD i. MILE 4^ m PBR t (C rmLo NCI wo NAH R SII m uK W/ 1 t5/321, COX PLYWOOD 'I 1 pD NAII.)fl 0I *C LWAO W/ I vc;ix- Cox a i- WOo9 Nark{ 251-13" Oil ORG7rft MKIIN ROOF HEIGHT SHALL NAYI- 06 KING *HAMK IYM1-O MR .1 5r321f CDX PLYWOOD WP 100 MINOlHAI{j� NNLO MR 1 9132" COX rLY CVD ASFHALTeBINotrae �ltALL. Yw/eeYM olzs oR - A9TM D }1152, Mip BHA41" H,tN�ACTQRY APPW eD sBLP 64 L Snips or RE I11T8R' ON UNDBRLAYMBNT PELT COMPLYIIac1 W/Aft'4 1YPt I olt"TM D AB69, TYPO 1. Note. GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER 2 x wood blocking as rRQUkOd - 1 M'2 7 wallboard -- - b ,m 8> countersink 1/2" x 2 1/2' t0 R long lag screw at 48'o.0 with lag 1y o Section — T-6" Cq Plan gSidud'NwaH 1 tYP. wood These Drawings and Specifications as instruments of service are and shall remain the property or the Designer. They are not to be used on other projects or exfenfions of this project except by written agree- ment with the Deis nor. No design changes which alter the intent of the Drawings or Specifications are to be made without obtaining prior written permission from the designer. Copyright a 2002. 0 M 0 " � UFO or-= 4 CIA Or= �aEq J P �04 bottom Cord Doaq®na0 Bracing ° ° � Requirements � � �� N Plywood Nei once Requirem Ir ❑ nts.- -. Z HE PETAI L P�o�/ I G>r I fzlK bi Fea�l1= cvNta�rafl iItFT j it { I ; J ' I corner bars at beam isolate truss from concrete (outside only) (2) corner PI�8 bars at footing (min.) _ P�Er b with one layer of 30# felt , N2a PIRSCNID E F---------� uil^.rlmr�[ s -- r O sI P.2: iPINDOIFBfA: 1 a UPLIFT = < � 4 D . q 2"xCR 2xx" BUCK W/2/16"x2 W, I I _ 4rTxRNd7ENLCX2'F0'"r7"sd' PI07AUXfY]6'717[31 s AJW. U ^ tAPcoR's®1r'o.c. :N Vert. dowel lapped with 11 I — 4-/1,7/3/Fe^7cslFl^emr auD1D — Pr.w7A�6'2csn. ADr N.Aw, !^l13" 3116 Ito 31 %-RPall P/A. t•/D^..d DOSCAINJP20tP/L D wall reinforcing, all II I all corner bare to be the I I 1 1 � NOIN: iAiniv P.7FLC7t PRFROA1. A'C.f51fUAD N.if( _ ®51f1DS f�1 ° 14 a. strap with (4) C 1 same size, nurnber, and I"FROMFNI':rC oe 1ucoN T'x E`Mirk It"BUCK(TYP) : �" laps 25" (min.) in rout II 1 spacing as horizontia! bars Pall PRODLC7MPROP.fL r concrete beamO&S(9) l g 11 P g I 1 —�� filled cell into truss a II I In footing, beams, and walls rFwAra7meAVI .. �1 ° into x 1 1/2" alv. nails II ( I I aaRrNowLTeP a Nuu dings revision \. .. : 377/CCOFIN6f7RN2URN&D 70 P BUCK W1 X 5 W REDHEADS W/ MIN. 2" inn x 1/11" WASHER (TYPICAL) GARAGE DOOR BUCK DETAIL j k.-Aardgeu Door Buck ��l i etail bond beam or tie beam Side Vii (4) 3/16' dia. x 2' tapeons to conc. Inside Face Massed Embed. Anchor FrIetrofat Coi rye r Reinforcingc t it I'Lls. with typ. corner vert. wall reinforcing 1 1171MOIrMAMONAMNOR I _ . `--F6 V300,01CONG MR ' HM111CAN6PANRAd78 MIMIJ7 L -- --- —1'-===--_-- NOifi NOT.C8217D�AFLN0IBR lUCN/p7gi/dA7p�1 ----.Pa:LC5,Be4NVS7.fLLW7HRUN0C1[/NiDIUn'UNBP !KIRW.., FDAMiP6RPAPAWr 07..d= I !!%IfW.I!I'FMDEDMINTPFRPIiPMFOC.f707.LI.7 RU"G9NWC0P1RaN7=91P2701rffAW • D!7CXS1/WC0vRfirWI v1FMOFJ.iM 11 II I Y NDOiBUCK Di1-A4, DOOR BUCK DI TA If, rGN_ Fk.EG' I.*,�STSNSiTS S CHMCIfTF p y ' IK Nil RF8l (NlSfll.h! Vi' il,F 22 1/2" lap min. THESE PLANS AND ALL PROPOSED WORK Buck O Ott uhrInent ©aitun ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. drawn 5.1. checked s.l. date 2/18106 scale 1/M1" = 11 _— job number 05062 sheet S-4 nts. SMOKE DETEC'iOR TO BE 1 10 V W/BATTERY BACK UP n' ical Plan NOTE: EXHUAST FANS TO BE VENTED THRU ROOF OR THRU SOFFIT flood light i ELECTRICAL LEDGEND RECESSED LIGHT WITH LENS 0 EXTERIOR & WET LOCATIONS - SURFACE MOUNTED LIGHT FIXTURE F--1�--{ SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE �_---_= UNDER CABINET PLUORB9CENT PIXTURE i INCH LIGHTS ) LrJ RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING PAN WITH LIGHT OPTION ® EXHAUST PAN OUTLET, 50 CFM, VENT TO SOPPIT b THERMOSTAT DUPLEX OUTLET - SWITCHED ® DOOR CHIMES DUPLEX OUTLET ® SMOKE DETECTOR r� 220 V OUTLET 'Eft SWITCH -+t TELEVISION -Q1W THREE WAY SWITCH TELEPHONE fAp DIMMER SWITCH ElPUSH BUTTON NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.P.F. PROVIDE ARC FAULT PROTECTION POR a1 R�%nTg IN SLEEPING ROOMS TELEVISION & TELEPHONE LOCATIONS BY OWNER t - 3 #: 4/0 Tim lvi�" -E . j #4 CU GWD.fjot7. *To a-'bPtEI: Gur ----ELECT: -DIS.Liz 9Ts-.. These Drawings and Specifications as instruments of service are and shall remain the property of the Designer. They are not to be used on other projects or extentions of this project except by written agree- ment with the Deisgner. No design changes which alter the intent of the Drawings or Specifications are to be made without obtaining prior written permission from the designer. Copyright © 2002 N ct 00 m N U °) z -� - u� i 6 = o - X. W 'v uJ m U) U) Q a a> a J w r— J � it J r l r J c y 1. r IIr , J r J drawn s.l. checked s.l. dote 2/18/06 scale 1/4" = 1' job number 05062 sheet E-1 L— — — — — — — — — — — — — — — — — — — J ! ! ! ! — — — — — — — — — — — — — — — — — — - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, CONCEALED "hrTENERS OR AMI""Nr,9EiIT5 1%RPUHEFE ICriWE C0NTRAC T0P.. 0F Rz`0 l z These Drawings and Specifications as instruments of service are and shall remain the property of the Designer. They are not to be used on other projects or extentions of this project except by written agree- ment with the Doiagner. No design changes which alter the intent of the Drawings or Specifications are to be made without obtaining prior written permission from the designer. Copyright © 2002 N m m N eT P -Vt 00 D Z Z i It — 0 X = " ILL, J J E' E 0i 2 W 'U W d m J J 0 W Q � - L1 CO a IL 00 • = r V� •r 1 J ^ r ." :J O f 0 � r � �M r. 1 drawn a.l. checked $J. date 2/18/06 scale 1/4" = V job number 05062 sheets E-2 These Drawings and Specifications as instruments of service ore and shall remain the property of the Designer. They are not to be used on other projects or extentions of this project except by written agree- ment with the Deisgner. No design changes which alter the intent or the Drawings or Specifications are to be made without obtaining prior written permission from the designer. Copyright © 2002 0 o9= oF= o= Ell ®� ,t t o— o :IJ r_ t J � J r_ e r net s OPI— I — � e ' — J — 1�•1 drawn 5.1. checked S.I. date 2/18/06 scale i/4" = i' job number 05062 THESE PLANS AND ALL PROPOSED WORK sheet ARE SUBJECT TO ANY CORRECTIONS REQUIRED eY FIELD INSPECTORS THAT A , I\Y/I MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. r.. 66'I 8" I ( h ?N_0'+� 4'-4" 4'-8" 24" I OC 4'-4" 5 21 5' 1 2'-8" l _ l - - - -E I...__. al__ EJ7 ' ._ l EJ7 I J7 _ EII �J�" CJ5" EJ7 �""EJ7 ' :I 2'-8" 1 15' 0" 83'-8" 5 -2" � 3'-0" HJ7 CJ1 CJ3 2'-4 IM V. 21'-6" 5'-2" CLG. AT ELEV. 21'-6" 24" OC� G1H EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 CJ5 23'-6" - 41'-2" 83'-B„ UPPER ROOPi TRUSS PLACEMENT PLAN [w. 1 V-4 Elm 1, f2" 1'-8" CJ1 I CJ3A 2' 12 AN, EJSA 10'-0" 15'-4 EJSA 13'-4" I CJ3A ' I I CJ1� II CJ1 HJ5A 0" H 34'-4" 2' -0" , TAIL BEARING DETAIL SCALE 3/4" = 1'-0" 4�" HEE TYPICAL END DETAIL SCALE 3/4" CJ3 CJ1 .................... .................... HA. 19'-0" '^+..+...�...^ y tee^ .^e+e..�..._....,�e. ^�.-....-. �.,.,,w.o........_^^""'.._.+�....v..--..s......—..-..-'.. 3„ TRUSS CONNECTOR SCHEDULE Truss 1D Bearing Truss Actual Connector Connector Fastners Notes Point Uplift ID Desi -1 NQ too GGq(q -Uplift 9S SoS k"r2' 1b Ga RusS 2''St.ReWS too L Ut4 t(#-S I %0 - S „F4" t Er4' 410 ioo # 14 U -14)114 E Ic#dC��Ru!b L-2 2Np GG 4 StoBa sos I/ "x Yz" crt�Ws rr�0SS , osr G l5s I00 UM 2�. 0 3 •x¢"r Te1J+ae "t% EAU! Zc8 PETJ\'20 1 D / "n 2'12 /0-1D K q� SaMSCR S ! 1 F-4461 0 177V 'L N ET a 2- Z Soo 2 ETA o It 0 2 : 2035 !0_1 4" 2-104 , 1/z`' 0 G / E G4J RG61 2'1 E A 14 /0 D 0 1 IwT 2. 99 15 COT 0 0-10 K '2 22.10� 1 3 CO A-4,2N GIs 2n 1� d ErA I'bio 10_10 �� 1 ! Ai11 1� -Tq 2a /81a o- od+1'i¢" 2t6d EA1C14 a7i4ETA '4117 20 2 NeTA 20 $l0 lglo 0-IOi r i2 n-lod a I'/2" ALL OTHERS EACH LESS THAN (1) HETA 20 1810 10-10d Cas 1000# BEARING LESS THAN 1000# EACH LESS THAN (1) MTS 16 1000 14-10d POINTS @ FRAME 1000# BEARING _ POINTS RLLE S cower /00 IACS!!a o00 14-io 4TR1aF C111C1.! l�G% Q " 01( i Truss Comnanv tncrn,.nar r ______ - ...,-7.,..,. *I/Iv/-' vut-sneetuate q/17/o,7 *NOTE: USE SIMPSON EPDXY STRONG TIE SYSTEM W/ 12" MIN. EMBEDMENT _,�..., b 42'-8" 79 I •Ls Y2d�' rt4K '�'�c�'�r � , f - � 7eto►1C.1+1��14'i�3'1'.c� _ $K lfo VCNTSdR I,,[, _ - S"IJ CCo F1r.n5L� 6N A�9�BEr wV_��A�A-7 66'-8' j-�- n1l?\4E9 w1 2.RooFr.IL Na�4S-- Q 4"o,c, L.;A.i. CU'A:rk �$ ILATION PEBt 2309,,E FBA &LCMT ATE ISTFL�13 \ CE -MG = G 270SF ' (vt7 c /130 =_Il bREQLJIREp VENTILATION - -bLF VENT @ 4" =1g SF/2 r 11 SF AVAILABLE FOR CROSS VENTELA,TION SF > 11.E Sri : VENTLLA7:10N OK 1 COJCEAIEO FASTENERS OR ATTACHMENTS A1RE THE RESPONS!NIl lid OF I` F COh"PACTrl, oP.gEC.0 1 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. PAUL WELCH INC. smwr MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1984 SW BILTMORE ST. SUITE # 1 14 PORT ST LUCIE, FL 349B4 FZ PHCINE E-MAIL FAX 17721785-9BBB PWELC"ING0A0L.00M f77Z17B5-9933 %j }, 1 d Ip!I.� PAUL WELCH, P.E., FL. REra. No. Z9945 _._. 2'-0",v— 4'-4" 4, 14„ 10'-2•• —" 6'-2" 4' 4" 20'-5" 29'-9° 83'-8" CONNECTION OF GIRDER TRUSS 34-2 TO STRUCTURE BY BUILDER ---- 34'-4" m�rJ CG�_��o p5 Z5 TrpE2Cco TO KOFF 6'-8" CMU WALL btj �547 50 -V 2"SwS ELEV. 11'-6" I - 4, ELEV. 11'-3" CONC. BM. 1'-6° 2—PLY LEDGER BY BUILDER �^ CMU WALL I_�l;i I'JA r567I two �Il� ljr f 312., _ v _ _M _ a TI PICAL END DETAIL SCALE 3/4" = V-O" I�o-r� Z-F6."f LEpt�E1G = Pbti� 2+It F-r / I jK v� F&2 V-8" LEDxaER. wl u box ;1,, r 1L AhtG14o L 54vrs d+ Q M ' t) t . 4TQCa to z4Z V-0, 42'-8"'11 ROOF AND FLOOR TRUSS PLACEMENT PLAN -- - - __- ! \ / . ✓ a NOD i LESS MCFE I.J, 41 Z TJ'YILII L`ILIDS�'CaQ. GLdFAi��'.�Y.. Ib> qI SM �s i6,/i,-ice wLs HEN I--s-, NPe�, S-fKaP FFciI S,j,i1D 7���Ci- �c� W�,o� IdoX9�al-�U�`MY IJsvu —,POTi01 FLfgc- THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. C7NCE4!E0FASTENERSORAP,ACHMENTO ' 4R1E?E �ESPOPrS!I�iTYC7FTNE (?ParR41708 OF RECOR PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1 984 SW SILTMORE ST. SUITE # 1 14 PORT ST Lucie, FL 34984 PHONE - E-MAIL FAX ('772)785-9888 PWELCHINCIPAOL.COM I77217B5-9933 AP 19 20[ItAUL WELCH, P.E., FL. REM NO. Z9945 e CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCSI-B1 FOR COMPLETE ERECTION AND SAFETY *RL)ILDER'S WARNING* * THIS IS A PLACEMENT PLAN FOR ENGINEERED *BRACING * SEE FINAL ENGINEERING SHEETS FOR THE I NOT BE ACCEPTED BACKCHARGES WILL COMPONENTS AS DEFINED BY WTCA 1-1995. 1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND UNLESS OUR DESIGN DEPARTMENT APPROVES DIAPHRAGMS HAVE NOT BEEN ANALYZED BY ON THE BCSI-131 SUMMARY SHEETS. TRUSS PLIES AND THE CONNECTION INFORMATION. THEM IN ADVANCE. EAST COAST LUMBER. 2.) PERMANENT BRACING FOR THE STRUCTURE *OUR DESIGN DEPARTMENT MUST APPROVE *ALL HANGERS ARE SIMPSON STRONG —TIE FOR ERECTION AND INSTALLATION OF TRUSSES IS THE RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES UNLESS OTHERWISE NOTED. INSTALL HANGERS * FOLLOW INSTRUCTIONS ON THE BCSI—B1 SUMMARY 3.) INSTALL WEB BRACING AS STATED ON SEALED IN ADVANCE. ACCORDING TO THE CURRENT SIMPSON SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERED TRUSS DRAWINGS. STRONG —TIE CATALOG. 66'-8" 4'-4" 5' 21 5'-0" 2'—B" 2 -8 CJ1 2'-8" TOP OF 2-PLY CLG. AT ELEV. 10'-0" 24"IOC 2'-8" m EJE EJE EJE EJE 15'-0" 7'-34" 19, 0, 00 a oQ CO TU HJE 9V-2" 0 + 7'-0" 2'-4" TOP OF COLS. WO -IN m 5'-0" 23'-6" 83'—S" 5'-2" 5p1 q SHW 3'-6- BUILDER. ELEV. 10'-0" AHU SLAB CJ1 HJ3 5'-6" - 3'-0" Y 5'-0" CJ1 EJ3 ELEV. 11' 34'-4" HANGER SCHEDULE ALL 2x HANGERS ARE HUS26 EXCEPT AS ALL 4x HANGERS ARE THA422 EXCEPT AS SIMPSON NOTED SIMPSON NOTED A= NVBH24 416" HE *NJ Ilk ELEV. 11'-6" V-6" TYPICAL END DETAIL SCALE 3/4" = 1'-0" CLC AT EL V. 10' 0" 4 A5 A A5 A A A5 A S ORAGE TRUSSE 3 20 P F w U U a Li 0 D- 0 0 0 l , 83'- W' LOWER ROOF AND FLOOR TRUSS PLACEMENT PLAN TYPICAL END DETAIL SCALE 3/4" = l'—O" S;;iVi;i:4I.I�CFa1.ST�p�ERS GP 1",i IYtu�i"�CNT 'r TNF i ��:iti'SIBILI1r 'Nf THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 CUSTOMER: JOHN DICKENS JOB NAME: DICKENS RES. JOB#: FL-16406 RF-16407 DATE: 03-17-06 REV: 04-12-07 In accordance with the Florida Administrative Code 61G15S-31.003 (3) (c), East Coast Lumber is the "Truss Design Engineer". Trusses are designed in accordance with the Florida Building Code 2004. NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes East Coast Lumber & Supply to manufacture these trusses and deliver them to the project indicated on this drawing. The customer acknowledges that he/she accepts financial responsible for any repair engineering and labor required due to errors created by the customer. signed date DESIGN CRITERIA COUNTY: ST. LUCIE CODE: FBC—ASCE 7 LOADING: METAL MWF SPEED: 130 M.P.H. SCALE: 1/4" = 1'-0" EXPOSURE CATEGORY = B MEAN HEIGHT: 28'-0" IMPORTANCE FACTOR = 1 BUILDING TYPE: = ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: 15psf TC DEAD: 15psf BC LIVE: OOpsf BC LIVE: 00psf BC DEAD: 05psf BC DEAD: 05psf DUR FACTOR: 1.00 DUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON —CONCURRENT BC ILL 10psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE ILL 20psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B,G,H) NON —CONCURRENT BC MOVING ILL 200# FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS REVISIONS DATE CHANGES INITIAL 04-12-07 GARAGE FOOTPRINT PRO FLOOR TRS. UPPER ROOF TRUSSES F®AiYUSS P�tAdEMENT ONLY Morris*,Shiaoua, P.E. MAURICEAUA, P.E., INC. 1908Avenue CoralL33071 (9988 License Nos: EB5251 & 19554 DESIGNED BY: PRO CAD BY: PRO W N 0 4- Q O "r r *BUILDER'S WARNING* HANGER SCHEDULE 6E CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1 /2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCSI-131 FOR COMPLETE ERECTION AND SAFETY * THIS IS A PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1-1995. DIAPHRAGMS HAVE NOT BEEN ANALYZED BY EAST COAST LUMBER. * FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW INSTRUCTIONS ON THE BCSI—B1 SUMMARY SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS + BRACING 1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS ON THE BCSI—B1 SUMMARY SHEETS. 2.) PERMANENT BRACING FOR THE STRUCTURE IS THE RESPONSIBILITY OF OTHERS. 3.) INSTALL WEB BRACING AS STATED ON SEALED ENGINEERED TRUSS DRAWINGS. 83'-8" *SEE FINAL ENGINEERING SHEETS FOR THE STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS PLIES AND THE CONNECTION INFORMATION OUR DESIGN DEPARTMENT MUST APPROVE ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ADVANCE. UPPER ROOF TRUSS PLACEMENT PLAN *BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE. *ALL HANGERS ARE SIMPSON STRONG —TIE UNLESS OTHERWISE NOTED. INSTALL HANGERS ACCORDING TO THE CURRENT SIMPSON STRONG —TIE CATALOG. ALL 2x HANGERS HUS26 EXCEPT ALL 4x HANGERS THA422 EXCEPT ARE AS ARE AS SIMPSON NOTED SIMPSON NOTED A= NVBH24 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY SE NECESSARY IN ORDER TO COMPLY WITH A1,4 APPLICA041000E6, C4Nf'�,:.'a �c�;Tl1il<1S (1R>�T i r,Ctl�iEfJ T AHF' lk lal S'O SIBILI , OOc 9s: „Ir,ln,.�;l�;�• Ij �, r ""A 5285 ST. LUCIE BUD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 CUSTOMER: JOHN DICKENS JOB NAME: DICKENS RES. JOB#: FL-16406 RF-16407 DATE: 03-17-06 am REV: 04-12-07 In accordance with the Florida Administrative Code 61G15S-31.003 (3) (c), East Coast Lumber is the "Truss Design Engineer". Trusses are designed in accordance with the Florida Building Code 2004. NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes East Coast Lumber & Supply to manufacture these trusses and deliver them to the project indicated on this drawing. The customer acknowledges that he/she accepts financial responsible for any repair engineering and labor required due to errors created by the customer. signed date DESIGN CRITERIA COUNTY: ST. LUCIE CODE: FBC—ASCE 7 LOADING: METAL MWF SPEED: 130 M.P.H. SCALE: 1/4" = V-0" EXPOSURE CATEGORY = B MEAN HEIGHT: 28'-0" IMPORTANCE FACTOR = 1 BUILDING TYPE: = ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: 15psf TC DEAD: 15psf BC LIVE: OOpsf BC LIVE: OOpsf BC DEAD: 05psf BC DEAD: 05psf DUR FACTOR: 1.00 DUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON —CONCURRENT BC LL 10psf FBC TABLE 1607.1.27 FRC TABLE R301.4 NOTE B) CONCURRENT BC STORAGE LL 20psf FBC TABLE 1TBLE 607.1.2((7 NON- CONCURRENT BCNMOVINGG'LL 200# FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS REVISIONS DATE CHANGES INITIAL 04-12-07 GARAGE FOOTPRINT PRO FLOOR TRS. (STAIRWELL) UPPER ROOF TRUSSES FOR TIFIuss APR I i Morris A. Sht b4AURICE A. SHAI, 1908 N Lj Carat S License Nos: TOB — ELEV. 10'-0" TOB — ELEV. 20'-6" TOB — ELEV. 21'-6" AULMENT tiIVL1 107 aa, P.E. UA, P.E., INC. venue ,33071 DESIGNED BY 88 1 & 19554 CAD BY: W N Q3 y— Q O � CV W CV PRO O PRO p_ N