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HomeMy WebLinkAboutBuilding Plans43" !11 ;AL ENC DETAIL SCALE 3/4" = 1'-0" 5285 ST. LUCIE BLVD. FT. PIERCE FL, 34946 CN OFFICE: (772)466-2480 FAX: (772)466-5336 CUSTOMER: PANog LLC CD JOB NAME: DICKENS RES, JOB# FL-16406 RE-16407 DATE: 03-17-06 II REVISIONS DATE CHANGES INT. Lij < In 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. ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS NOTE: BY APPROVING THIS TRUSS PLACEMENT PLAN, THE CUSTOMER ACKNOWLEDGES THAT THIS PLACEMENT PLAN COMPLIES WITH THE STRUCTURAL INTENT OF THE PROJECT. * BUILDER'S WARNING * rlil-- I`_ �a RIJI'SPU\C;FkALNPI-AN FyJ ENGINEERED FS DERNLI) '! ffrCA DIAPHRAVAIS vv JIr N AND !120_10N TIII'_ SHE"TPIND S'-AL :N('�W-J_RED llf,'I.J�S F, I -PFC1,0N BRAC�I!Cl "OU"IN N','�,JCTION� li =T<ACIIN' FOR IF S'RUCIIJ4E CO[Hf RS NIN J,;� I- f,<CEi DRACIN(; ASIAIED ON �FALFD SF I II< ENC'IN[ SHE'l-,,S FOP I iRISS ITPI' flirl, Al. 0AF,�, tWAbrR, OF GIRDEF-1 OR U1, ­­_ I �Aj CnLLJ h A,[ iFRAIiCN4; It IiA� 1 —1, o vJ101 'I,,)- HE ;C _rFfi UNLES,_ Od R P; N fTVAN AIU- F RS' ARF N-E. n I r VA1 _ c < 75 < nL n V,;_ SPANS lil _'El A Sp�u-,IDEr BAR TLI"-- SPREAD;F' � W, SHIOUL.-j l� b "4P A, I cn DESIGN CRITERIA. L_Lj COUNTY ST. LUCIE 1 1 __j CODE FBC-ASCE 7 1 7- MWF SPEED 130 M.P.H. (nEXPOSURE CATEGORY 8 IMPORTANCE FACTOR 1 BUILDING TYPE ENCLOSED MEAN HEIGHT 28'-0" u� GRAVITY LOADS 1 1 1 cn FLOOR TIC LIVE 40 psf TC DEAD 15 psf SC LIVE 0 psf 0 BC DEAD 5 psf ry DURATION FACTOR 1.00 ROOF TIC LIVE 20 psf TIC DEAD 15 psf BC LIVE 0 psf LLJ BC DEAD 5 psf < 0F__ DURATION FACTOR 1.25 ADDTIONAL LOADS PER FBC & FRC NON -CONCURRENT BC LL 10 psf V) < FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE ILL 20 psf Ld FBC TABLE 1607.1.27 0 FRC TABLE R301.4 (NOTE B,G,H) x NON -CONCURRENT BC MOVING ILL 200# Ld FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE TC = TOP CHORD < SC = BOTTOM CHORD 04 ILL . LIVE LOAD __j DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT z # POUNDS TRUSS HANGER SCHEDULE ALL 02 HANGERS ARE SIMPSON THA422 EXCEPT AS NOTED 01) C= ALL 2X4 HANGERS ARE SIMPSON HUS26 EXCEPT AS NOTED ry F— a TOB - ELEV. 10'-0" TOB - ELEV. 20'-6" TOB - ELEV. 21'-6" 0 n 0 U n 4fj" HEEL 83'-8" :AL ENC DETAIL %y~• / 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 CUSTOMER: PANOR LLC o JOB NAME: DICKENS RES ti-- I JOB# FL-16406 RF-16407 0 DATE: 03-17-05 II IN REVISIONS W DATE CHANGES INT. W SCALE 3/4" 1'-0" 0- 1� 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. ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS NOTE: BY APPROVING THIS TRUSS PLACEMENT PLAN, THE CUSTOMER ACKNOWLEDGES THAT THIS PLACEMENT PLAN COMPLIES WITH THE STRUCTURAL INTENT OF THE PROJECT. * BUILDER'S WARNING f; THIS RUSS L=_AN I , R _W"IN!'_tRED :.Ji,`fi6 PS t 7 . YaY i;IC 1 14)'i�`i. ,I PNf'P. ihfi'o 01 '=:.. 1 �I ;I I: F-.' I t ,'?: \ ': I I_li +� %_'-•, I STI I t !S ON I ;i I 1 .H E 'S NI,D SFAI- 7 d I Vk r E[7 e rl vllN 'L t r'i�`lPit (U_J;r`J 7C.�(ltipi� 1 r �( II TIRL I � L DA C. SIR _N TR ISO L1E F' iE I �/ fa ,,.I nG IIti �)F21 Y ON OUST A.YI „ AEI i �rtil 1 rI x\F ti^ J AY'PI O !-'EA I. l)llf E. U '' R��P+r C,Pdv3 It CAFAfOO. Q Q '. �.... -Li.I.IV 209`1 ! —. T I O I y @ y a'�" I �6„ yr> 2G; [ a t, l v F{ - I'I( E fl3 I- CLG. AT ELEV. 21'-6" € ----- '--< 5'-0 10'-0" Ac i I� JY r \I w 't---- ---- -- - - _�---� —_ .__ ,.,..— T._ : - �- J __ 13.-4„ t ' f,F \ SI I< o a �1- S` (n N (n — EJ5A L, Y ,- L ICN �VI 7 �� J m > >i — > > _� > > > CJ3A DESIGN CRITERIA. I iN \r 2-0,---- E {_L_JL_Ll TU I $ COUNTY ST. LUCIE LL CODE FBC—ASCE 7 - ------------- _— _-�� - MWF SPEED 130 M.P.H. I 1 1T ' 1'-2" 1'-8" EXPOSURE CATEGORY B z 9'-0" € CLG. AT ELEV 21'-6" FAC ANCEP TOR 1 — _--------__—.._ BUILDING ENCLOSED I m �r-- I — 5'-7- I — _ MEAN HEIGHT 28' O 66'-8" —0" 4'-4" 4 -8" I-- _ _�---= —f CJ 1 HJ5A ss'-s" GRAVITY LOADS L, r- 4 •0 TC LIVE 40 psf TC DEAD 15 psf BC LIVE 0 psf BC DEAD 5 psf DURATION FACTOR 1.00 ROOF TC LIVE 20 psf TC DEAD 15 psf BC LIVE 0 psf BC DEAD 5 psf DURATION FACTOR 1.25 ADDTIONAL LOADS PER FBC & FRC NON -CONCURRENT BC LL 10 psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE LL 20 psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B,G,H) NON -CONCURRENT BC MOVING LL 200# FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT If = POUNDS TRUSS HANGER SCHEDULE ALL 4X2 HANGERS ARE SIMPSON THA422 EXCEPT AS NOTED ALL 2X4 HANGERS ARE SIMPSON HUS26 EXCEPT AS NOTED TOB — ELEV. 10'-0" TOB — ELEV. 20'-6" TOB — ELEV. 21'-6" z 0 Qw 0 —I z (n Q d 0- LLJ x w G LLI U < n It u_ o z v) n_ U7) V) DN N IT ~ J Q 0n cr-,0 1 a scale: 1/4 " = 37'_gn �':.�t'.1mitVta fitJCM6 p __. YJihl��jt' VVITN ROVIDE AN EGREss ,51 c LEAS OPENINq VrMALL NOT 4-E L§§§ `HA,N P�i't1 oR �'W 51L1. K", M: i , py I-t T, y.,,� t'Yy �� L. { Jis�v i�l O1r" THESE PLANS AND ALL PROPOSED WORK \RE SUBJECT TO ANY CORRECTIONS 4EOUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO C.OmPI.Y WITH A" APPi,,ICAOLE CODES. HIS $IP.UCTURE HAS BEEN DESIGNED AND R6.VIKWEO FOR COMPLIANCE OF BC'i GUB,t.a MR ONE OF THE: FOLLOWING: NTEHNAL. WINO PRESSURE WINDBORNE DESRIS pROTECTiON a ImPac r RESISTANCE' GIsIGING tmt.j CONCEALED FASTENERS OR MACHi&TS ARE THE RESFONSI5IL,TY OF THE CONTRACTO}R'OF RUM,) Area Tabulation These Drawings and Specifications as instruments of serviceare 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 Deigner. 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 M n r� Z�_ F 3: UI IL U�pW W ❑ U y�-J W= =QlN a IL Oi IX m a, o n r• n) � Y 00rA 1 � +il y f i J � ' CI r r ot. J r r" 1•�► ' r , l: drawn 5.1, 1st Living 2574 checked 2nd Living2337 I5.1. date Total Living 4911 2/18/06 scale Garage 767 1/41' = 1' Porch 262 job number 05062 Balcony 262 sheet Entry 68 A-1 Total 6270 4aJs 0 N 811 451-811 31_011 21-011 381-611 51-211 11-411 11-811 4'-411 34'-2" 221_211 121-011 rU 1/2 33 h. m 7 o 5. /h, 7 361, x 361, LA e O fix. glass D 6'-211 U io 1-8 1 0 61-811 O A L 4 -----_- __-- 26eo � Z e� N C Bedroom ai _ 22 x 36 s6. 10'-0" ceiling � ❑CCe99 1 O Mah --- -- --" 26 s.h. egress 0. L-4 -oil11 4'-10" o co 4' 0"N 2880 131-011 _ 1 36 s.h, 2680, - Bedroom 4 N 10'-0" ceiling 26 s.h. L-4 I I O I I m header egress g 1 p - dwn. 1211 I I I n I I - • I I m d header header I I io -- dwn. 1211 - � _ dwn, 12" I I I m.c. _- I O I I shlvs 4'-0° 41_811 E -- _ - -- - 15'-411 112n1 '31 411 '®- Q 51_0" 0 I I N I I 1 Fa I I I 41 11 10, 11-1011 2680 _ ° i Media Room i 1, p °�� Balcony � `, 10'-011 ceiling i 611 curb -- -- 1 10'-0" ceilin g i I I i I 1 o 0 temp. I I17 I 42" tall guardrail rail 12080- sl. 91. dr. ( I _ `o S • with vert at I -- _- _ _ header max. _ I I dwn. 1211 -011 4'-411 4'-C- 4" 5' 4" 11-811 81-0'1 I 112111 I 31-811 - - t I I I I O i 4211 tall I I -------4'------ I guardrail 26 an. egress - N j N Bedroom 3 26 4211 tall 10'-0" ceiling `* I guardrai _ O - 26 s.h. L-q /� ° egress header 26 ® dwn 1211 - E I F21-811 6'-5 1/211 7'-0" 3' 811 7'-10" to fix, glass L - - TT L-4 2880 2880 _ e 2880 pocket00 ro N N O Billiard Room • 10'-011 ceiling �. Bedroom 2 __---_ 'A 10'-0" ceiling 2680 171-811 161-811 41_1011 1 • wlei 26 s.h. 26 s.h. I I L ¢ egress L-4 egress 1 ------------------I I I - - - - 211-311 ii' 6" 81-511 411-211 51_211 491-4'1 Second _Level Floor Plan scale: 1/!r' = 11-011 T 1611 dia. c.m.u. with (4) #5 vert. in grout - filled cell en 36" tall deco. railing P 1/2 35 1 s.h. n temp. N I O I O o � � /2 35 s.h. - temp a,° e) m 5T5 I Southeastern Metals I 5V crimp #9 x 2" long screws with sealing washer at rib crown & 11.5" to center rib, & 12.511 to next peril. to slope interior panel fastening in rows 1611c.c. parallel to roof slope Overhead Garage Doors: 18080 +44 49 Wayne Dalton ynemark 8000 (1) 5/1611 x 1 5/8" lag screw at each of (6) JB brackets at each roller location 9080 +44 -49 Wayne Dalton FWaynemark8000. French Doors; 1/4" dia. tapcons, 1 5/8" embed, min. in conc. Hea & Sill 6080 +/- 60.0 P.G.T. FD-101 - max. 71/211 from each corner max. spacing 4" each side meeting rail center max. spacing 1311c.c. 3080 +/- 60.0 P.G.T. FD-101 —, (1) anchor at each location Jambs max. 5 1/211 from each corner Swing Doors: Max. spacing 13 1/211 (2) anchor at each location 1 x 4 pt. buck at head & jambs 3080 /- 60.0 P.G.T. SWD-100 Windows: 1/4" dia, tapcons, 1 1/2" embed. min. in conc. (1) anchor per location as follows: Head _& Sill 1/2 35 - -80.0 +66.7 P.G.T. singlehung 4000 26 -80.0 +66.7 P.G.T. singlehung 4000 max. 5 3/41' from each corner max. spacing 8" at meeting rail max. spacing 13"c.c. 1/2 33 -80.0 +6E _ P.G.T. singlehung 4000 Jambs max. C3" 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, 11) anchor per location as follows: Head- .& Sill 3611 x 36" +/- g0.0 P.G.T. F 6000 max. 6 1/411 from each corner Max. spacing 12"c.c. Jabs max. 6 3/411 from each corner max, spacing 12"c.c. 1 x 3 p.t. buck at head, sill, & jambs #12 F H S M S staggered on oppisite sides of mullion. 1/4" topOon with 1 1/2" embedment in concrete. - 11 - 1/4 d14. tapcons, 1 1/2" embed. min, in Mullions: +/- 85.0 P.G.T. 1" 'yeavy Wall SlidingGlass Door: conc. (1) anchor per location as follows: Head. & Sill 12080 /- 60.0 P.G.T. series 70 max. 611 from each corner max, spacing 411 each side meeting rail center max. spacing 1311ac. JambB- max. 6" from each corner Max. spacing 2111 1 x 4 1 E buck at head & jambs ry' iding: 8d 991v box nails, 811c.c. vert & 16"c.c. horiz and 3/411 from edges / 92.0 James Hardie - Hardie Plank Soffit: 6d x 211 gals box nails, 411c.c. around perimeter and studs with edge distance of 3/811 & 211 from corners +/- 53.0 James Hardie Hardie Plank — — — — — ----- I I I d I � l -- -I L---- I il V T L I I SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING ° OF 6 $0, FT, FOR GROUND FLOORS, it 5.7 SO. FT. FOR UPPER FLOORS, OPENINGS SHALL NOT BE LESS THAN 201, OR 20'W SILL NOT MORE THAN 44" ABOVE FLOi.i"i. I I THIS STRUCTURE HAS':;6EN DESIGN; Cl I AND REVIEWED FOR COMPLIANCE O FBC t St)6A ei. FOR ONE OF THE FOLLO 1N'TERPIAL WIND PRESSURE - WI,NDaORNE DEBRIS r xo n,.c) 10,N 1ki, _ /`}C%�//``'77Jy IMPACT RE515'iANCE t; LtiZlilG I I CONGEALED FASTENERS OR ATTACHMENTS I — — — — — — — — — ARE THE RESPONSIBILITY OF THE _ _ I - - CONTRACTOR Or RECUR. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT- TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, LINTEL SCHEDULE LENGI'[I/TYPE SAPS APPLIED SAFE APPLIED COMPOSITE (iRAVI'TY GRAVITY UPLIFT J°LIFT BEAN[ LOAD LOAD LOAD w/ LOAD BEAM BLOCK 1. 1 2 l0' 34" U-LINTELS 6113 I 4460 101- 8F160B-IT L "' S 3 42"ULINTELS 5163 3820 rp9/ 2 q oo 3547$�_ 3079 20 - 8F160B-IT 8F16 013-1T _ 4F -,; 48" U-LINTELS L 4 4-" 54"U-LINTELS 6113 5365 --------- 2724 2290 - (<,(e ----------- 817161B-IT 8F161B-1T L-5 5'-"' 64"U-LINTELS --- I L-6 ------------- --- 5'- 0" 70"U-LINTELS 4360 --------- - 2093 ----------- 8F161B-IT - - L 7 - 6 78"U-LINTELS - 3480 --------- 2419 8F161B-1T 1 8 90" LILINTELS 2661 1634 --- 8F16 IB-IT 112" U-LINTELS 1 1843 115 I133 l lyo 8F767B-I'T 10 1,-11 L-12 L -1 1 14I I. 15 10 120"U-LINTELS 4' ;" 48"RECESSED 4'-•," 54"RECESSED 5'- " 64" RECESSED 6 78" RECESSED ' -: " 90" RECESSED - 1533 6039 6039 5057 3396 2610 - ------- --------- -------- -- ---- - --------- 914 2832 2507 2110 1733 1475 -------- ----------- ----------- ---- - ------ - ----------- 8F161B-1T 8FI6LB-1T 8F16113-IT 8F l6 1 B- I T 8F16 IB-IT 8F16 1B-IT L 16 9 112 RECESSED 1818 -- --- -- 980 8FI6 I B-IT i 1' I 1S It 136 U LINTELS _ l2 1 144 U LINTELS 1366 1254 -- '� � 798 723 ('DOL 8F161B IT 8F16 113LT L 10 13 + 160 U LINTELS 1075 --- 606 --- 8F161B-IT L-2u 14'- E' 168"U-LINTELS 1002 _(p, 559 _5'(--- 8FI61B-1T 1 L n1 - 14 .i" 176"13RESTRESSED - 1902 ------ 671 ------ SF20IB-1T IS ''." 184"PRESTRESSED 1733 - - 1 o4-i 626 -- b {Pj -- 8F201B-IT 17_1" 208"PRESTRESSED 1326 - -9- --- 8F20IB-IT a -- 19 232"PRESTRESSED M7 ------- -520 156 46 ra- 8F20IB-1T1 L25 21'-1" 256"PRESTRESSED 845 --------- 393 ----------- 81720113-1T L20- 22 , 264"PRESTRESSED 784 --------- '78 ----------- 81`20IB-IT L-27 24'-1" 288"PRESTRESSED - 654 --------- - 341 - ----------- - 8F201B-I"1- I A' L 30 1 3I I5'-1" 184"PRESTRESSED 17 208"PRESTRESSED 19 232" PRESTRESSED 21 256" PRESTRESSED 1250 950 750 598 --------- ------- - ------- 485 404 347 306 ----------- ---------- -- - -- - - - --- 8F161B-1'F 813161B-1T 81FI6 III 8F16 1 Bl'1- - NO! NO! F: V.! IEN LIN"fl 1. IS I VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN. NOPF: N :OVII>E "CASTCRETE" PRECAST CONCRETE LINT El. AS NOTED ON PLAN) L I6' b IZo_ U-f.iUTEL 7109 l_- 43 �$F 20 11S IT 1 14t o" I to'b" U-41114IEi 1t2'1 .1-6- $00_ Ii•`i11 �, I too_ $r Zoo Ir3,-ZT L-34 ^,--u" 90,1 U.1.IrITeL- b 72 3Sob„-Ila$ g�32.�1S-.1T 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 [hie project except by written agree- ment with the Deiegner. No design changes which alter the intent of the Drawings or Specifications are to be made without obtaining prior written permission from the designer. Lopyriahl. no 2002 m m P m in ik rn U 1 � Z m _ N IJy Jew Won a 3�? W , F 2 ' O rn cr m ; r we G m ii t t� f z • r r • • 4' J 0i t • �1 � J ee� f , � 1rM , w � l drawn s.l. checked 6.1. date 2/18/06 scale 1/4" - V job number 05062 shoat A^ Front Elevation sco I e, i lq rt= 11-011- Idardi-plank 4tW4wd to C B - PTp'i de 1x.4 pt funing strips @ 16" o.c. - attaehed to C B S With 8d x I e' c @ 4" o.e. Apply hardi plank with 8d x 2 h gaiv, box nails @ 14" o.c. a>�u**nt at'/4" max 'hom all edges. - 1 31.3 Rear Elevation scale: -114" =.P_0" -31-3 - D,. } Z8.2 IM - 50,8 f 281 1- 3D.& NIS L:Lm7 L Flo-i LN] _ t.o.b. 211-611 truss 11'-611 _ t.o.b. 10'-011 ---!�-0.00, -+ t o.b_ 21'_6" - —to. fir. truss 11'-611 t.o.b. 10'-011 --0.00, 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 fI. Roof Pitch 6/12 Components & Cladding Wind Pressures +/- 46.0 p.s.f. Roof Dead Load 20 p.s.f. Metal Framed Floor Live Load 40 P.S.F. Dead Load 20 P.S.F. Shutters: 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 LOADS SHALL BE IN ACCORDANCE WITH F.B.C. CHAPTER 16 2. SOIL BEARING CAPACITY : 2500 P5F 3. ALL 51-r,.,'TURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSiVE STRENGTH OF 3000 PSI AT 28 DAYS. 4. SLAB/ FOOTINGS TO BE CONCRETE WITH MINIMUM 2500 PSI COMPRESSIVE STRENCI'i 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 ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS GRADE 60 STEEL MIN. IN BEAMS & COLUMNS 7. ALL LUTABEft 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 CITHERWISE NOTED , THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE, 10. BEARING POINTS 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 6"o.c. EDGES AND 81'o.c, IN FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" 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, IF ADDITIONAL STRAPS ARE REQUIRED, PROVIDE (1) MTSH16WITH (4) 5/1611 x 1 3/4" TAPCONS AND (7) 10d NAILS FOR EACH goo # OF UPLIFT 15. BOND ALL MULTI. PLY 2 x BEAMS & HEADERS WITH 16d 6"c.c. EACH PLY. CONCEALED FASTENERS OR A17ACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACT 0 R OF REC R THESE PLANS AND ALL PROPOSED WORT: 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 of the Drawings or Specifications are to be made without obtaining prior written permission from the designer. Copyright © 2002 m /n a m xm �k DMi n CI d Z P1 =NL` J w X W a w0L3 i 3�J W 7mN IL N m Wm n a. Q to o r-1 Q S rVA srr• J � y � r OPI Al r t� J )1611 J1K r" r � f` 0 f �I �N r drawn 5.1. checked 5.1. date 2/18/06 scale 1/4" = 1' job number 05062 shoat A-3 3e be 5,1 aM - i�1S13Pc Na 2C fmIt./41z-) riit PL a =" 10 Im'Wof tJv t Z„ Q" L �� Zr S I•P 1M $rP e .11 Co FL, 4. 4kTo Vl,bvt Na x" L? I}j a t, J 10 WG > J 2A dlYq¢r �'rl ,l 3"sTuGo ✓ Y�r,T yN �M QS11 " -1° r7 L I 4 flevation 1,-011 A- 21D5/- Z9.1 L..01 1 L.IQVVIIVI I scale: 1/4" = 1'-011 2'1 vTr%- L L 10 k 25.Lo/-Z&o 1 L LI OSct a� `p 240 �G �uZ.I co �+ A" 4" d to.b_ 2Pu -6 - r_o.b_ 20'-611 _t.o_flr. truss 111-611 r.o.b. 101-011 - — - -- 1$;1--0.00, 'I'Np1311 PLANS AND ALL PROPOSED WORK ARE ELlP M90y'M ANY CORRECTIONS 0i4tb RV PIELO INSPECTORS T41AT MA'V bE �NAAV hN ORbER To e'oA4kV tf1M &L APPLICASLE'CODE& CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSITIVITY OF THE CONTRACTOq L`F RECORD 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 owentions of this project except by written agree- ment with the Dessgner. 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 LL� Q r F �II��J � �D am tA1i 8 I�JC'JJ Fy op=l ob oG� G o G A o PD � orb oiz lu m P p CJ V z E- J fA 11 JW ly W W 0 o f 3I-3 W -J J m 1n a EL N (r m W P p 4 om N eT' t' CL ti (� Q 00 rn v P DL=1 b o 0 NJ �/ drawn 5.1. checked s.l. date 2/18/06 scale 1/4° - V job number 05062 sheaf A- 1f s® ou ,j d 0 00 <v 2'-011 43'-811 371-411 Foundation, Footing CONCEALED FASTENERS OR ATTACHMENTS Plumbing PIQn scale 11�1,11 i101' ARE THE PESPONS)9111if,{)FTHE J COMRCTOROFgECOH( F-1 1811 x 2111 mono. footing with (3, #5 rebar cont. Typical at exterior 411 g11 1,511 16.5" 24„ TYP. FOOTING at 2 LEVEL WALLS scale: 3/411 = 11-011 F-2 811 thickened edge with (1) #5 rod continuous. 411 q 11 — 411 811 TYP. INT. EDGE AT GARAGE DTL. scale: 3/411 = 11-011 F-3 Recess slab 411 for Shower See Typical Detail 411 411 411 (1) #5 8n TYP. SHOWER RECESS DETAIL scale: 3/41' = 11-011 F-4 1811 x 2411 mono. footing with (2) #5 rebar cont. 4" 4111211 2_f11 INT. BEARING FOOTING scale: 3/411 = 11-01, F-5 1411 x 1811 mono. footing with (21 #5 rebar cont. Typical at exterior 411 811 1.51' 14.511 1411 TYP. FOOTING at 1 LEVEL WALLS scale: 3/41' = 1'-011 F-6 1411 x 1811 mono. footing with (2) #5 rebar cont. 411 1811 • 141' TYP. FOOTING at GARAGE WALLS scale: 3/411 = 1'-O° F-7Z441 x 1611 mono. footing — with (3) #5 rebar cont. 411 411 12u INT. BEARING FOOTING 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 extentiona of this project except by written agree- ment with the Dessgner. 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 Ct F) P � x 4 n m N 1n Z�M to J W W _J W�� a wz J z d3F_ 6 N CY a m W to a ❑ zM a1 IL 0 in�+ _ IB IL„ cfl tt t f. — s (11l r . � J r r- . - f e . J ^1 drawn s.l. checked 5.1. date 2/18/06 scale 1/4" = 11 job number 05062 sheet S-1 GALV. STANDING SEAM ROOF PANELS OVER 30# FELT ON 111321" G D X PLYWD. ON PRE ENG TRUSSES 2411c.c. SEE CONNECTOR SCHEDULE- t.o. beam 2 x 4 P.T. 2 x 4 AT CONT,—\ 24"c.c. 2 DI_6 G11 _r.o. beam ti GALV.. DRIP EDGE ON 2 x 8 FASCIA "HARDIE PANEL" SOFFIT FASTEN AS PER PRODUCT APPROVAL 4211 TALL ALUM, GUARD- RAIL WITH PERT. AT-,,, 41io.c, MAX. t.o. floor truss 111-011 r.o. deck 10'-611 r.o. beam e 1'-0" -0�- sill f.f.e. finish T inish�/ BTUCCo oV Ce Wt¢ELg7t{ NAILED TO - tOJ SE5 QaoFn.14; WA,i.S (1) COURSE OF BEAM BLK. WITH (11 #5 REBAR. FILLED WITH 3000# CONCRETE TPRE CAST LINTEL SEE SCHEDULE DOOR JAM C.B.S. COLUMN BEYOND 2 x 8 P.T. FASTEN WITH 1/411 TAPCONS WITH 2 1EMBED.T TO CONIC.. 811o.c. C.B.S. SILL COURSE FILLED WITH GROUT 111 paver brick �/ slope 1 1/211 ini5h t7 — -- ------ —'a ---- Stucco finish — 3011 90 degree 3000# conc. slab #5 hook with #5 rebar I9'lo.c. each way (1) COURSE OF BEAM BLK. WITH (1) #5 REBAR. FILLED WITH 3000# CONCRETE \-PRE CAST LINTEL SEE SCHEDULE recessed pre cast lintle C.B.S. COLUMN see schedule BEYOND 11'-o" 0 slope 111 sliding glas doors 4" 2500# FIBERMIX CONCRETE ON .006 VAPOR BEARIER ON CLEAN, COMPACTED, TERMITE TREATED FILL k I Porch & Balcony Section 12) COURSES OF BEAM BLK. WITH (1) #5 REBAR. FILLED WITH 3000# CONCRETE TYP, EACH COURSE PRE CAST LINTEL SEE SCHEDULE 3/411 T & G PLYWOOD GLUED & SCREWED _PRE ENGINEERED OPEN WEB FLOOR TRUSS 2411c.c. 12) 2 x 10 P.T. LEDGER FASTEN TO POURED BEAM BLOCK WITH 5/81' x 711 EXPANSION BOLTS AT 2411c.c., STAGGERED (2) COURSES OF BEAM BLK. WITH (1) #5 REBAR. FILLED WITH 3000# CONCRETE TYP, EACH COURSE see typical wall section for all interior finish notes see typ. wall sect. for foundation notes GALV. STANDING SEAM ROOF PANELS OVER 30# FELT ON 1913E C,D.X, PLYWD. ON PRE ENG. TRUSSES 24"c.c.\ SEE CONNECTOR SCHEDULET 2 x 4 P.T. CONT.� 2 11 4 AT 24"c.c. � GALV. DRIP EDGE ON 2 x 8 FASCIA "HARDIE PANEL" SOFFIT — FASTEN AS PER PRODUCT APPROVAL 161, x 16" DECO. RESIN COLUMN FASTEN TO CONIC. SLAB (4) 1/411 x 3" TAPCONSI N o ALUM. DECO. RAILING-� a- s #5 HOOK 9M 11-611 811 1211 211 6" 10" 211 FRAME OUTJ BEAM TO WIDTH OF COLUMN These Drawings and Specifications as instruments of service are and shall remain the property of the Designer. They are not to be used 12 on other projects or extentions of this project except g written agree- ment with the Dalter. the No design changes which alter the intent of the Drawings or Specifications are 5" ICYENENE FOAM to be made without obtaining prior INSULATION (R19 MIN.) written permission from the designer. Copyright © 2002 5/8" D.W. 0" pig (2) COURSES OF BEAM BLK. WITH (1) #5 REBAR. FILLED r WITH 3000# CONCRETE TYP. EACH COURSE Oda OF-1 04 PRE CAST LINTEL 0=3 p" SEE SCHEDULE o 0 Ifi SINGLE HUNG WINDOW ob it- � 1 rA � FOR INTERIOR AND EXTERIOR FINISHES ob VSEE TYPICAL WALL SECTION C � R e m SOLID POUR X In SILL COURSE m 4� L1 ' V 1, 811 x 1611 CONC, BLOCK 3/4" T& G PLYWOOD Z h f GLUED & SCREWED = to L W 2 x PT SLEEPERS PRE ENGINEERED OPEN J A W d �12iloc WEB FLOOR TRUSS 24°c.c. W 0 L3 i dl $" '000# CONC. 11) #8 3 h J CONT. FILLER J � #5 REBAROa REBAR = m N n G6 A} L q (3 W 'a a on Or as � cry STUCCO ..� I 00 30" #5 BEND CD "CC— T7' �I 12) 2 x 10 P.T. LEDGER W COURSES OF BEAM BLK. FASTEN TO POURED BEAM WITH (1) #5 REBAR. FILLED - WITH 3000# CONCRETE BLOCK WITH 5/8" x 711 - TYP. EACH COURSE EXPANSION BOLTS AT o Al 2411c.c., STAGGERED p�J LINTEL AND ° q Or=4 o` BOND BEAM nQ�J} 7� PRE CAST RECESS d LINTEL SEE SCHEDULE 0 GI P0� 16" DIA. C.M.U. WITH ENTRY DOOR o \(4) #5 VERT, IN GRIUT ROUGH OPENING o .�0 O FILLED CELL Q q L 0 to to v 21-2" I 31-611 1 81, (alooe 1" 4" 2500# FIBERMIX CONCRETE ON .006 VAPOR BEARIER ON CLEAN, COMPACTED, TERMITE TREATED FILL Entry Section THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY HELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. drawn 51 checked s.l. date 2/18/06 scale 1/4" = 1' CONCEALED FASTENERS OR A?7ACHMENTS job number T 05062 J ARE THE RESFONSIPJIi.I1"v , sheet J OF THE CQNTRACTOROFRECO,Rp S — 2 t� GALV. DRIP EDGE ON 2 x 8 FASCIA "HARDIE PANEL" SOFFIT — FASTEN AS PER PRODUCT APPROVAL "HARDIE PLANK" SIDING (St:2 w1oZE e��.GWj GALV. STANDING SEAM ROOF PANELS OVER 30# -- FELT ON 19j3g," C.D.X PLYWD, ON PRE ENG TRUSSES 24"Cc. SEE CONNECTOR SCHEDULE 2 x 4 P.T CONT. - 2 x 4 AT 24"c.c. .tt R j I I 511 ICYENENE FOAM INSULATION (R19 MIN.) `-5/8" D.W. (2) COURSES WITH I1) #5 EACH, FILLED WITH CONCRETE 811 x 16" CONC, BLOCK WITH 45 VERT, DOWEL IN CONC. FILLED CELLS AS PER PLAN. i0 i t x 2 P.T. FURRING OI WITH R4 FOIL INSUL. UNDER 1/211 D.W. iit I' 1411 x 16" MONO, FOOTING WITH (2) #5 REBAR CONT I GRADE GALV. STANDING SEAM ROOF PANELS OVER 30# FELT ON 19I32,' C.D.X. PLYWD_ ON PRE ENG. TRUSSES 2411c.c. SEE CONNECTOR SCHEDULE 2 x 4 P.T. CONT. 2 x 4 AT 24"c.c. GALV. DRIP EDGE ON 2 x 8 FASCIA ' "HARDIE PANEL" SOFFIT — FASTEN AS PER PRODUCT APPROVAL N ii d �y i �._._ 4" 2500# FIBERMIX CONCRETE ON .006 VAPOR BE RIER ON ------ CLEAN, COMPACTED TERMITE TREATED FILL 14" } One - Story C.B.S. `wall Section THREE POINT BEARING APPLICATION (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 2" WASHERS SIMPSON "SP4" FASTENER AT - EACH STUD INTERIOR END BEARRING IIF REQ'D. BY TRUSS LAYOUT) SEE CONNECTOR SCHEDULE Z—FOR FASTENER INFORMATION SIMPSON "SP4" FASTENER AT EACH STUD 1/2" DRYWALL AT EACH SIDE OF STUDS i 11 iL� ----� r---- i ----- 4" 2500# FIBERMIX CONCRETE i ON .006 VAPOR 13EARRIER ON --- ' CLEAN, COMPACTED, TERMITE ------------J TREATED FILL INTERIOR BEARRING FOOTING WITH (2) #5 REBAR CONTIN. INTERIOR BEARING WALL DETAIL. 1'-611 "HARDIE PLANK" SIDING IeeB NOlL $4usW) l2) 2 x 10 P.T. LEDGER FASTEN TO POURED BEAM BLOCK WITH 5/8" x 7" EXPANSION BOLTS AT 2411c.c., STAGGERED (2) COURSES OF BEAM BLOCK WITH 0) #5 IN EACH COURSE FILLED WITH 3000# GROUT — "HARDIE PLANK" SIDING t we Ne13 gEloW� J GR - N 18" x Z.4" MONO, FOOTING WITH (3) #5 BARS CONTIN, 4 I 12 6� 5" ICYENENE FOAM INSULATION (R19 MINI 5/8" D.W I2) COURSES OF BEAM ELK. WITH (1) #5 REBAR. FILLED WITH 3000# CONCRETE TYP, EACH COURSE 8" x 16" CONC. BLOCK 1 x 2 P.T. FURRING WITH R4 FOIL INSUL. UNDER 1/2" D.W. 3/4" T & G PLYWOOD GLUED & SCREWED MT518 AT EACH TRUSS FILL HOLES WITH 10d /— PRE ENGINEERED OPEN / WEB FLOOR TRUSS 2411c.c. 5/811 D.W. 2 x 4 P.T. NAILER 1 x 2 P.T. FURRING WITH R4 FOIL INSUL. UNDER 1/2" D.W. x 16" CONC. BLOCK #5 VERT. DOWEL 8" EMBED. IN FTNG. MIN. 30 BAR DIA. INTO COLUMN BLOCK MIN. 18" SLICE LAP CONT, FROM TIE BEAM TO FTNG. AT 8'-0" MAX. (#5 LAP BAR 48 DIA. MIN.) GROUT BLOCK VOIDS AROUND EACH DOWEL WITH 3000# CONCRETE 0 0 MIN. 3" COVER AT BOTTOM 2� ON ?006#VAPORRMIX BEARIO RC NTE CLEAN, COMPACTED, TERMITE TREATED FILL Two Story C.B.S. Wall Section HArdi-plttnk stWdod to C B — Proa ide lx 4 pt fiuuiug strips @ 16" D.C. attached to C $ S with 8d x 1 /a" c *Us @ 4' o.c. Apply hardi plank with 8d x 2'/a galy. box nails @ th atfi neant at %"max from all edges. Roof Plan scale: 1/8', Notes: Max. variation between all risers to be 3/811 total. The following must be true: (2) Risers plus (1) Tread ecli. 2411 to 2511 total Handrail on each side of stairs Min, clear headroom 61-811 vert. from front edge of nosing Minimum circular cro555ec of handrail to be 1 3/4i' 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 extortions of this project except by written agree- ment with the Deisgner. No design changes which alter the intent or the Drawings or Specifications ore to be made without obtaining prior written permission from the designer. Copyright © 2002 Z9 M Dr:3WD o rA �q ftgg LJC. J o� o� l2 O= owl A ub ®= It - Fit �Q, �® Ct m m P Q n O] is a � 7 Z to y tl0 lL U Ld W a yW a a �roIn a Q a f1 In I... Ir m mIL WP ` W _ II+ n w 00 pass o�71 aENra @� of v�'a � OPI CJ pbppp QQ0 W 0 p� G between fasten to 31 wu'J o u-vuua w iv.. Stair Calculation Stair Plan THESE PLANS AND ALL PROI Total Rise= 138 3/411 scale: 3/8" = 1'-O" ARE SUBJECT TO ANYCORRt-C70NSORK (18) risers at 7,71 = 138.75" REQUIRED BY FIELD INSPEC I QRS THAT Treads IO be 10" typ. MAY BE NECESSARY IN ORDI_It TO COMPLY WITH ALL APPLICABLE CODES. drawn S.I. checked s.l. date 2/18/06 scale 114" = 1' job number 05062 Sheet -®°o.c. 2 x 4 bottom cord bracing (see notes) 1 x 4 at 61 24" min. lap, (2) 16d at each truss � 2 x 4 at 10'-0"o.c. iFOrCI�/ V E.9'-'r @ � f=rAH l= ua . I a a I C.. ill 0 bottom cord of wood trusses at 24 11O.C. 101-00 Bottom Cord U< • c.)n(a I B r a)cing FF.AIE_ PFTAI L U D a a�— A 1•! ` o 2" x 6" K 2 x E" BUCK W79156" x 2 h" IAPOON'S ® IT' 0.11 �s a o 2"x8"oq2"cE"BUCK (TYP) a ° T — BUCK W/ K" A 5 R" RBDuRADII w{ MIN. 2" dla x 1/8" WASAIBR(7YPICAL) ------ GARAGE DOOR BUCK DETAIL AONU 1611E uarage Door I'Due-k_PeAta I IM 5' O---------0� I tiJA 0 Ot l— — — — — ---------1 I 2 O I. O l O RIDGE 4 w OP 0 Jp <<�e� 4) n I d 1. NAILB t®�6"QG.4,ell.i:611*"'I" " 1 & _ 2. NAIGB®6"O.e38R$ f 4APMD L NAILS ® 4" O.C. PBR& 6" i(dleyCE.., FUILD \/ NOTK: 00 NAIL/ RHALL OX uRCD lW 1 5/32" [SOX ►LYWODI" 100 NAILK KHAL6 IpK UOMP W/ 1 Sidi 2" cox PLvwol9O NOTE; 251-011 afl ®RKATKPIL Nfym ROOF HKIeIHT KHALL HACK BD RINe•*HANK NMLK FOR 1 W3211 aDX PLYWOOD w/ 100 KINo"®HANK N/VLA FOR 1 9/2211 CDX PLvwJOD _ ASPHALTBBINOL=SHA"CDIWILYW/ADTM 022SOR A37M D 84621 ANO BNALI, NAVBIPACEORY APPLIBD 381.111 SEAL STRIPS OR E8191T81U4VINO ON UNDSRI.AYMBNT FELT COMPLYING W/A81M D224, TVP8 I.OKAaTM D 411690 TYP81. Note: GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER Rlywoo. mm�� gwvffa gents 2 x wood booking a8 reWked —\ 1 1?212 7/ wallboard a �m � countersink V2' x 2 V2' Zi g ` long lag Screw at 4Wo.Q Id b m with lag co Section T-6' co Plan Raiiinc at Sidehwdc-It 1 ��ta�ls 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 of the Drawings or 5pocifications are to be made without obtaining prior written permission from the designer. Copyright © 2002 typ. Q wood CAI D� d 40 WD119 so OIL 1 V4 19 k O1=1 b 0f=1 l` 1 �roa� old b � R oll— Z R R ..... ... .. .. .... .. ............. ........ P V Ln �o z P1 In D Z rY W d isolate truss from concrete (outside only) (2) corner PItECASTCONCR37E with one layer of 30# felt bars at footing (min.) _ LWrE4PBRSCNBD_-- 1 f-- 1"Ar.. WINDOWDUCK UPLIFT • —�—--______ P.r.7Yie1e ALT6RNdTd&7D17'S 1 vert. dowel lapped with II ( — _ ^'SI9^d{A. rveED 4"/!7"ac w/Y/0 SCAEryS P6X P/A. wall reinforcing, all Al 11 I all corner bars to be the 14 ga. strap with (4) 3/16" x 2" tapcons in concrete beam & (9) 10d x 1 1/2' gatv. nails into truss bond beam or tie beam Side Vii (4) 3/16" dia. x 2 tapcons to conc. Inside Face Missed Embed. Anchor Retrofit laps 25" (min.) in grout —1 filled cell same size, number, and spacing as horizontial bars in footing, beams, and walls x' uorner R' II"1 oI'C111g �'t ))i with J corner vert. wallreinforcing 22 1/2" lap min. PROVIDE 1 B "CA35N.IRDPLIO 4"FROWNDANDA"ac p/ApVpy PER PRODUCTAPP110YAL 3T(R:COFINISNRSIURNED 70 WINDOW FRAd{E OJV AUE&OR J�- "�. 1, .i ' 801ifRCANEPAVE lATLiCNd4SNP NOT&r.CSrum-m aLED wuBvcKATUALLoNRr B7MN. 1 B"EMBEDM�7'PERP/APEB FBC 1707.{{.7 BjlCdBl{WCOF6R&d11BE bVTR 0FJAUbd UYlD0WBUCK Dj'TALL -- -- — PIt5'caTCONMIN �T&L.P6R SCREDULE . Ix P.L 4.11 — NO —' PRO 4"F PER NOIEr T.C9717 BEINAT11LLE0 IM&r BLCKINM ALLSONRr W/1RN. 18"WEDUOTPERPIA PBR PAC 1107.4.4.2 BOCCIA1WCOFBREN7IREDXPWOFJ.1 W DOOR BUCK DT,TAIT. 4 dL7ERNA1x1 IE: V " oCb� P.rROXfry ® Q 0 p IUN. T17Is Y, KA' 2" ..1 10S 1 Y."U1N PAL, 7"ac w/AlO SCRSIPS PER PAL, �`y-1 � VSE I x 4 P.rBLT.K 4 ®sans ail "CASSfu"K' I6 ROMENDANDa"aa w/TAITOA PRODI.$TAPPROVAL chit$ revision drawn 5.1. checked 3.1. date 2/18/06 scale 1/4" = V job number 05062 Buck Atli aUhrnent Data shoot nits. --- --- at.s 3 # 4/0 Ti IN ;:0 PEP 225 ' 71M 301, E7 1120/240/j/60 e Y 14 CU GRND.,KOID To e�rx��r�Ew cwf ELECT.- DIST. 14T_TS --- ELECTRICAL LOAD CAl, C'S PER NEC 220 14733 4911 S.F. @ 3.0 VA 3000 TWO 20 A APPLIANCE CKTS 1 SO❑ LAUNDRY .- _.. S00D DRYER .. - .12000 RANGE . .. 450U WH ..... .. .. _. ...1 ZOO DW ..... .. .. 1 200 WP TUB ....... _..... _.-... ... 1 2D0 REFRIG ..... ..... _...... 5000 MISC _.._.-...... 4l VA TOTAL FIRST 10 KWELa% 1 ❑D96 .__ _ 10000 1593`5 RMAINDER@ 4❑ 90 ,-�-- .............. _-- 25933 TOTAL 214DOO A/C HEAT @ 100 ... _..._.... .. _.... TOTAL 4991"�j_ 2ObAMPS 240 USE 225 A SERVICE fan & light Master Bedroom \ \ \ I t 1 �I 1 1 / / / / fan & light Porch , 1 I I 1 p g Nook First Level E_l scale:. 141 = 11-011 -1 ------------------- I / , , I , I 1 1 Family Room I I Ian 165 fi 0 flood light 1 s --� I I I I I 1 I I I I I I 1 I I 1 I I Dining Room _.1TMTr I I \ 1 I I , I I I 1 1\ ^'�--- J 'uW ■ 1 M \��to flood �y ights 0 Odisc, A L ELECTRICAL LEDGE D RECESSED LIGHT WITH LENS 0 EXTERIOR & WET LOCATIONS T SURFACE MOUNTED LIGHT FIXTURE F--Ti --� SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE I INCH LIGHTS 1 L�J RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN WITH LIGHT OPTION O EXHAUST PAN OUTLET, 50 Cfl VENT TO SOFFIT THERMOSTAT pp�� $ DUPLEX OUTLET - SWITCHED LJ DOOR CHIMES DUPLEX OUTLET ® SMOKE DETECTOR e® 220 V OUTLET {t} SWITCH 4+ TELEVISION THREE WAY SWITCH -d TELEPHONE .5 _610 DIMMER SWITCH p PUSH BUTTON NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 4611 A.F.F. PROVIDE ARC FAULT PROTECTION FOR RECEPTACALS IN SLEEPING ROOMS TELEVISION & TELEPHONE LOCATIONS BY OWNER SMOKE DETECTOR TO BE 1 1 0 V W/BATTERY BACK UP NOTE: EXHUAST FANS TO BE VENTED THRU ROOF OR THRU SOFFIT g.d.0. T-- ----- T I _ I _ I I I I I I 1 Garage 1 r-- 1 I I ,,T_ I I '1'po I I g.d.o. elect, panel f.p,1. meter These Drawings and Specifications as instruments of service era 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 EA Or�b O�� I oG2 IS is � @ti oca ot= R 0" R m a U HI 1 y n ZFJ = m m U. JW W � W 0q Ja i ?y J f J m U, W I �, CL t0 a.' O m n m a Wm o� 01 r- sr a � ��- 00 ® 00 b a �a ogbA� QCJ q ® of Q 0 e� V drawn 51. checked 5.1. date 2/18/06 scale 1/4" = 1' job number 05062 sheet E - 1 il'i I I I I L— — — — — — — — — — — — — — — — — — — J I Electrical scale: 1/41' = 1'-0" SMOKE DETECTOR TO BE 1 1 D V W/BATTERY BACK UP NOTE: PROVIDE ARC FAULT CIRCUIT INTERRUPTION FOR BEDROOM OUTLETS PER NEC REQUIREMENT5. NOTE: EXHUAST FANS TO BE VENTED THRU ROOF OR THRU SOFFIT r------- — --------------- I I I I I I — — J L — — _ I I I I I I I I I I I I I I I I I I I I I I I I I I I ------------------------------------------------- ALL BEDPOOM NECf piACLES ARE RE kUIREr: f. AR"I I pip, I 1 '.... ", -5) N ,I 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 extentiona of this project except by written agree- ment with the Dessgner. 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 �f a. r R" r J � � r ► rj i � f � � r � CONCEALED FASTENERS OR ✓ l fACHiil IT' drawn r �5 @ 1�p p C Tu ARE THE RESPONSIDILiTY OF IIIR s.l. checked CONTRACTOR OF RECORD) a l date 2/18/06 scale 1/411 = 1' job number 05062 sheet 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 mode without obtaining prior written permission from the designer. Copyright © 2002 drawn 5.1. checked 5,1, date 2/18/06 scale 1/4'1 = 1' job number 05062 sheet M - 1 vnu'nm' MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 4 83'-8" 5,_2„ 3,-0„ 8„ 34'-2" CONNECTION OF GIRDER TRUSS 2 -0 4'-4' TO TRUCTURE BY BUILDER_ - - 1IlI[1ICIILIZI1Lt[�TLIlIIII� Wb 2 -5" �f TOP 2-P LEDG BY tl2; L12 4'-4" BLDR. 4T FI 11'- „ TYP. 2 OSHW 24' OC � r FL12 CL ATE V. 10' 0" _ 10'-2" 2 -8" 24' C 4- L_ - iiTT F 12 �1 AHU ON 6'-2", - L • . FL. tRS. P Y LEDGER BY _ r Lll TOP iOr 2- L _ BLDR. AT ELEV. 11'-3" TYF L......... .... .. .. r FL11 L16 L15 L14 L14 L13 L13 L13 L13 L13 L1 L13` Ir r FL11 9m 1 V-4" ELEV. 11' 34'-4" ELEV. 11'-6" 3" I, -.DGER ER L 32 ¢ TYPICAL END DETAIL SCALE 3/4" — 1 -o° _ FL9 FL7 2 _g" 5 3'-6" s,.4 -8 16• 0„ _— v FL9 FL7 1,-0„ mart L ---- 1 I TOO - ELEV. 10'-O" 42'-B" r FL FL10 TUB - 7 - I - TOO - ELEV. 20'_6„ L ' 4<?c , �'tl�'1t1�}C^ L10 1 / ,?C .3L#Q x AFL T F Noc1 ZdJTAL 1� r' TOO - ELEV. 21'-6" vC FL7 1 9 -4 L 20'-5" , L TOP OF 2rPLY LEDGER BY CONCRETE DEC ,b �P>J �To 4 CONCRETE DECK TOP OF 2-' PLY LEDGER BY FG3 r BLDR. AT ELEV. 1'il'-3" P. �I BY BUILDER: I 13'-4" -3" TYP. J 29'-9" I BY BUILDER., I "„1, BLDR. AT �LEV. 11 — 7 , r FL10 �. � � 0 ?caC41.IG 15'-0" 41'-2" 23'-6 1C 1L_ 11 l� _ �_ al IL--_ 11 L _ it I�_a._ II i�_.__ ►� �► _�I_ _�� CJ_,1__ 3 CJ1 HJ5 HJ3 CJ1 EJ3 I 37'-0" 5'-6" eaamrm U lit --- _ . CPAUL WELCH INC. 1 9B4 SW RILTMORE ST, - i`>E 1 1 4 PORT ST. LUME, FL 34984 r^� PHONE E-MAIL FAX L. ' 19p"r1.QBl M-QV"-L Q0 NOV 4 2006 h1 19921986-9933 w 11 83"-8 A TRUSS CONNECTOR SCHEDULE i/ rru z�q 41"MZ3/. runs Company___EAST CoaST Layout Date L. Cut -sheet Date 3 r a *NOTE: USE SIMPSON EPDXY STRONG TIE SYSTEM W/ 12" MIN. EMBEDMENT ! P 6' `I' Iz!1151 18' EFIVQD�DS 51��0¢�'11-1� l E1i17Ei). I UIOK I"IbKE 16p©.�. I7 9- 313191 me%-'co—ar �l 77e+ fop pVgr - 677cd.T1s4tiXsf9lo,'�cII � I ec�s�l EPG4�Qy(1JDil l$ RE. 8 1`IT� I� H-Iod NNgL6 f' - I���1�5 ssCpP10�9�7�W.ISIMisai.l svLl� 1 Wit 6-lod y I k 4s 1 ' �I�T PEASI!J61 E Co�IJ, DETA mmagrry6dnwe.1. d The MBHA is aside pace,, no' we load connector available for still sawn Duns and engineered wood products MATERIAL 10 gauge I'll Galvanized HISTALLATION: • Use all declar@d fasteners. See General Notes. OPTIONS: See Hanger options, age Ife J CODES: See page 121or Code 11tNp Key Coarl. Truss ID Bearing Point Truss Actual U lift Connector ID Connector Uplift Design Fastners Notes Z I- Aa 114 z 4 H- 1- 1,14,,5 122 a I E i.+T b9't Qi � Gal 1. Q'ial f1'! ek.c.+-1 2110 I zz-10 1 5T 213 a - a00 - cC ' N a 57 1 a I!< _ ST 11120 1810. 0-10 8 oll 150 1 li 514, A B 21- o V Lis A 20 Ip a- �5Z_-, ETA zo Iblo 10 -1 C:,4 It K sT ? 19 NETA 20 Itko I C, - I OCI v, I Is " —ISTD{r. k1 0 ItIo I 11.10 u r I ZAC+4 1 t-1 0 T S z Z. - 104 IKIy u ST 1CO 1 S -lo z ATE 4"r9" Z✓o 1� Ito 3 ooa -1 Loan 2 z M 3z-,0 A €5 IS 1$Colo z N'fsl t - ooC3 - O (g=r O"i 2uCI IT5 U D 0� IC-Ic 1& Tttfn 4"Y a @Till R� EACH LESS THAN 1000# (1) HETA 20 1810 10-10d @ CBS POINTS 000STHA .EA.CH LESS THAN 1000# (1) MTS 16' 1000 14-10d CE�G POINTS (7- -104qIYL"-(A TITtl 44 tS 6 1 4O -4 IDeIY IIA&I 4�Tt1'CN" r5eh'^� Sea, 0 snord rM H i MBHA Q MOMTO EDGE TO QOF BOLT Typical MBHA - Installation -- - — - Fasteners' Motlrl -- Nea0ar N JOMI Top Face Solid Donnrele Gred ..CMO Allowable Loads Allowable Dplifl' Mndmum Dp1Ifl Dersn tl33) It60) Lmtl 1133) 11601 _r Loads Matlmdm Down Load Red MBHA 1ATPY AB 1-ATR3.x0 15-106 3145 3775 ON 3345 34T5 5330 62,12 1805 1585 9300 1305 1005 4300 MBHA models IA1RysB 1ATNy.y4Y 1R.tpd -_ AIR is all threaded rW. S.IJMA urgers Site IIegM oI7ra rt012 A art mmimuni nmemumn.� ��-.e.e...in ET22 Epory-Tw. All lhraad mars al machine halts m be 8'diammerx 4a'long, 2AlId leloads are based on A minimum o12500 psi nreards and 2500 ps1 'four well one 15 terminal rAbar in ge sOrer cone. 3Lplill loads have been ucrears@633%Intl 60% for eartllaal wind loading using grade AWO or betler. IAdtlilional dndloa, Scenbutlsto betlesipnetl%101"21 OBwlbtm Pirw. For DoSa Fh use 293a IN 11331andess51bs Il 5hl. mlh no dichel Word's allawestol ¢whe,, other load, govern. f. tSxdd aie based lnslallaliaM usinA Simpson Ei22 Epoxy ile 68'mmimam 1. IIpIiX loadsarz B. Table a11owahle Made vme determined.11.1 led ablmalelf or nail talobllan values. ambaderenlreguired. Atl lhrvyn.... nelor masM1lne Wlt9 to be Y.' diamelen 0' 9. NPILS. tad-0.110'die.x S'long. long, ones A3nT as beltec BN¢r to in, AnchmNg Sys(ems.'ran See page 1617 To@lost Veil Sims and inlarmanor -Cvit, 11 0 -16" 1 PAUL WELCH IND. 19B4 SW 51LTMORE ST. - # 1 14 PORT ST. LUCIE, FL 349B4 P I10NE E-MAIL FAX VEV4 20M72179e3-9l EI- 1iIN-GMlg[Ij-_C4M 1772)795-9933 n