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HomeMy WebLinkAbout2587 Vineyard Cir (a)Permit N 59 CI 1 Y 01: SNN,f011,0 Klli,:0;2 I j(),N U I tc: Job Address: 1)escriptilau of1.,'A! S(juai c 1`uota�e_ IIFR 10 11i.5(otic District: Zorling. Value of Work: S RECEIVED AUG 14 1001 PertilitType: building —X_ Electrical Mcclla;!o-al Plumbing Fire 6pri:+Llcr/Alam Pool Flectrical: New Service fl 01"AMPS AddiltulllAltcrnion C-11-111loe of scr�lcc Tcfnporiuy Pole Mechanical: Rc;ldcnliai—X— New w I Layout & Ej�(;jgy R,�-qui,.ud) Viumbing/ New Cummer cial# of Fixlure-, l of V"*'lta 'Sem(:- oi Gai I...incs I'lLIMI-ting/NeW Residential. 4 of 'Water Closels RttSld':ll1i!1I or collinle.1cl;1I Occulmricy TYPe EcsidQr1lial Coustl uai1� YPe: of Dv� c1ling Units- Flood roue: (1- f -)IA conn rotit,ij Lj 0,+ n c r s dame & Address: --me- - � RIFFS 775 Harley Stri .,A va. , -te. I orange r d -- 5- - 7i C aG---Z 51-7-9-4-0- Coriti-actor Nanic & Ailklie%s _Mar- 775 Harley Strickfan B v IF Ste. I I 0-,_0 Td" C ---F ------------ - "ll"" i,ho,iV.3 8 6 - 8 51 =7977 Bouding -- Address' AfQllitCCUf',*nKiuecr: Steve Kastner t, c11, 3 25'1­--'75-1---2�6 Address' 6-9.05 Wickham Rd. Melbourne,F-L,-1-751-4496 Application is hereby made to obtain a pcimil locio ilio ,,uck and ir-,stallaiiows as indicu!Q'i I CoLify Ihnl ;1u ',oll; or lusladlatloll ha; MrWo(IfICCd 1-1or to Oil; issuance ofaKermit and that ail work will he pCiforMcd N) regni dw, pmiw nn)ni be secured l0r 17LI:C'l RICAL. WORK, PLU'NiUING, \YLLLS, POOLS, 1-'t AIR CONDF110INUS, ctc. OWNLR'S Af F T: I certify that all of forceuinG i rif�)i !ILI (,,, is �! that all worl: �%;H Le done in C;nmphnuc " Itil :if) — - — dl—LQ3�%Yi— - ccLilatc and U)H-5lfUC1lQl1 and zunmg WARN IN(; '10 OWNER. YOUR I Al!.URE TO RL(:ORD A NO Vl('! I '\,I AY RCSILL I IN YOUR PA', ING TWICI' FOR TO YOUR PROPI- - P'l Y IF YOU IN FEND'1 OUBTAM FENANCING, Ck'),NSU UI V, -TI 1-1 YOUR U—NDM OR AN Al (­ORNEY f.3U'0IU'- RI:C0j-(jXN(j YOUR NO I ICE OF NT N"O FICE'. Il)ad6ll:nl1 to the uquiruncrits of this licrwit, ihLTQ may he 3(lditICIndl rests 1(.110115 apphcable to t1w., prol'jo'ety ll In be round in the plINIC wColds of his county, and lilcle play be addmonzd permits require(] Cfunl 010M Cr 111TICN31 CItILC—st() as v i, -r rIfai.lcl Stutc n uncles, or lu'nCIV, Acceptance of pcillill Is verification that I ill notify the uwncr of the pro; of tl;c I equ;. cn-"c111:5 (it' Flol Ida 'a W. Slgnatule D, of Ownct/AL•cil . I /Xt;wc�nt ,1 Pant 0„Mime Pi int C Signature of Notary -Slate of Florida Dw, Sl'Vnlu'l: C 0-1cr/AkI,ent is Pcisomilk, Known to Nle or Plodutled NJ Ulf IL Special Condition; Kc, 03,'2006 ill �,uky PUS Debra K Cloyton my Commission D0241131430 Expires December 12, 2007 O&A A) 1,4' I.S —4 FOYER/KITCHEN OPENING SCALE: 1/4" = 1'-0 I Ln �1 ACTIVITY OPENING SCALE: 1/4" = 1'-0" 2'-9" / 64"x42" MIRROR QQ LAV I� F1' DR DR 33" KNEE SPACE VSB3335 WC 3 MASTER BATH Al SCALE: 1/4" = 1'-0" CE - 18" S RIP �1 CE 30"x48" MIRROR LAV �. F as VSB30 4 HALL BATH _ Al SCALE: 1/4" = 1'-0" 32" WALL @ 342" AFF W/ SMOOTH TOP BAR OVER r I C� _ — r ---------------- ---- -- _ — — — — _ — — _ O I Lo C 0I /\ N I I / \ I B18 SB33 I DW a I � I r - r I C"I N I CD l I B36 W L,J % U 24"x36" C1 U t ISLAND I J• CD C-\1 I C\I B12 i 30" REF -- i SPACE L -------J W1230 KITCHEN CABINET LAYOUT SCALE: 3/8" = 1 '-0" COPirrzlGH't' 2005 All drawings, specifications and copies thereof ore inslrurnants of service and remain the property of Mercedes Homes Inc. rhe reproduction or unauthorized use of these documents or any other project without written permissionfrom Mercedes Hornes Inc. i; strictly prohibited. This design is protected by federal copyright laws. MASJ'El1 I�E V ISIONS REV DATE DESCRIPTION BY APP. Q1 22DEC04 INITIAL RELEASE PD MB Q2 23JUN06 CORE RELEASE PD MB Sr1'A1Y1' REVISIONS REV DATE DESCRIPTION _ BY APP. 0 12JUN07 ISSUED FOR CONSTRUCTION BAM ENG BUBBLE OPTIONS VLP-01024.04112 Elevation 'MW" Glass Block Window Optional Kitchen Island Porch 16'-0"x 10'-0" !t CITY OF SANFORD M e r cCn! d HOMES VALENCIA PALM INTERIOR DEr-I'AILS B Ur F .lam Li A L K iJ N S j/ jL� I�JLCSADENC f SCALE (UNo): GDS y SHEET: 114" = 1'-0" VOL -000084-0 7 '� �11 IL DRAWN BY PROD. DEV, scr y CURL WALLS: A V CHECKED BY MASTER y PROD. DEV, QS_177003WR_0 MERCEDES AI'ZCI-II'I'EC'I'URAt. AND ENGINEERING SERVICES 5905 North Wickhom Road Suite //307 Melbourne, FL 32940 Phone: (321) 259-6972 ATTIC VENTILATION CALCULATIONS MAXIMUM TOTAL HOUSE SQUARE FOOTAGE: 2716 SQ. FT. MAXIMUM REQUIRED ATTIC VENT�NG (1/300 ): 2716 * 144 / 300 = 1304 SQ. IN. MINIMUM PROVIDED VENTILATED SOFFIT: 163 LIN. FT. (19 10 SQ. IN./LIN. FT.= 1630 SQ. IN. (125.0%) MINIMUM PROVIDED RIDGE VENT. 0 LIN. FT. j 11 SQ, IN./UN. Fr. = 0 SQ. IN. MINIMUM PROVIDED Of F -RIDGE VENTS: (53.7%) 5 UNITS o 140 SQ. IN./UNIT = 700 SQ. IN. TOTAL MINIMUM PROVIDED VENT AREA = 2330 SQ. IN. 2'-0"C 4'-0" MIN, CL 4'-0" MIN. CE 4'-0" MIN. �� 4'-0" MIN. �-2'-0° COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and 2 rernuin the property of Mercedes Hornes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal OFF—RID E VENT OFF—RID E VENT OFF—RIDE VENT OFF—RIDE VENT OFF—RIDE VENT copyright laws. 12 11 PITCH 1�I�STEI� REVISIONS VARIES GABLE HIP II II REV DATE DESCRIPTION BY APP. II RECOMMENDED OFF -RIDGE VENTII VARIES Q1 22DEC04 INITIAL RELEASE PD MB II PLACEMENT GUIDELINES II 02 23JUN06 CORE RELEASE PD MB STAt� rh -REVISION'S REV I DATE DESCRIPTION BY APP. 0 112JUN071 [,SUED FOR CONSTRUCTION BAM ENG BUI313LE OPTIONS VLP-01024.04112 Elevation "MW" Glass Block Window Optional Kitchen Island Porch ]6' -0"x10' -D" 0 cv 1., 72 '/ 6" SQ x 4" RAISED \ 32" \� ❑ BAND W/ SMOOTH ❑ ❑ SAND FINISH (2) PL ' I j� "- N i ❑ 9'-0" BRG 9'_0_ BRG 6"xi" RAISED BAND W/ SMOOTH E ON 5 SAND FINISH (TYP) 307psr 30. p°+ SMOOTH SAND FINISH f BELOW CONTROL 7 __] 7 7 7 ___] JOINT (TYP) COONNROL X32 JT 26. p:r I I -32.1 pur I I 1I�1��1 1�1 1 I FFE ------- 1�-------------�---� -- 0_U>_' FF -- E S" N I N G L � 1R) U.11' FRONT ELEVATION "MW" SCALE: 1/4" = 1'-0" 1 NOTE: ALL SUB -FASCIA 2x4 O.H. PLUMB CUT t�9'-0_ BF �0 _0_ FF REAR ELEVATION SCALE: 1/4" = V-0" i -0" FFE,- OPENING PRESSURE AND ENGINEERING NO'T'E: SEE T1 SHEET FOR OPENING DESIGN PRESSURES AND STRUCTURAL ENGINEERING INFORMATION. OPENING PRESSURE INFORMATION 120 MPH "C" ENCLOSED EDGE STRIP (COMPONENTS & CLADDING): 4.0' NOTE: AN OPENING IS CONSIDERED IN ZONE 5 IF ANY PART IS WITHIN EDGE STRIP, WORST CASE OPENING DESIGN PRESSURES: +30.7 psf -40.7 psf TYPICAL ELEVA'T'ION DETAIL NOTES: * OVERHANGS ARE 1'-0" U.N.O. * RAKES ARE 6" U.N.O. * SEE ELEVATION PLAN FOR HEADER HEIGHTS. * ROOF- PITCHES ARE 6:12 U.N.O. * ALL EXTERIOR CEMEN'r FINISHES IDENTIFIED AS "TEXTURED CEMENT" ARE 2 OR 3 COAT STUCCO IN ACCORD, W/ ASTM C926/C1063 AND FBC 2004 8703.6 * TEXTURED CEMENT BANDS ARE 6" x 3/4" THICK U,N.O. U.N.O. = UNLESS NOTED OTHERWISE 4 A CITY OF SANFORD Mu C (21, d le S. HOMES VALENCIA PALM EXTERIOR ELEVATIONS "1ViW77 BUTLERALKENS RESIDENCE E SCALE (00): CUS B SHEET: VOL -000084-01 ��l 1 1G L DRAWN BY SCr # I'ROU. DEV. C 0 R Irl WALLS: V CHECKED BY MASTER h PROD. DEV. QS_1770031iVR_QG MERCEDES APCHITECrhURAL AND ENGTNL,ERING I SERVICES ° 06-t5-07 6905 North Wickharn Rood MICHAEL P. INIELZER P.E. Suite #307 Melbourne, FL 32940 LICENSE // PE 41101 FOR STRUCTURAL CERTIFICATION ONLY Phone: (321) 259-6972 ATrl'IC VENTILA'T'ION CALCULATIONS MAXIMUM TOTAL HOUSE SQUARE FOOTAGE: 2716 SQ. FT. MAXIMUM REQUIRED ATTIC VENTING (1,500 ): 2716 * 144 / 300 = 1304 SQ, IN. MINIMUM PROVIDED VENTILATED SOFFIT, 163 LIN. FT. 0 10 SQ. IN./LIN, FT.= 1630 SQ. IN. (125.0%) MINIMUM PROVIDED RIDGE VENT: 0 LIN. FT. 0 11 SQ. IN./LIN. FT.= 0 SQ. IN. MINIMUM PROVIDED OFF -RIDGE VENTS: (53.7%) 5 UNITS o 140 SQ. IN./UNIT = 700 SQ, IN, TOTAL MINIMUM PROVIDED VENT AREA = 2330 SQ. IN. 9'-0" B 0'-0" F' 0'—n"(� 4'—n" MIN (� 4'-n" MIN (L 4'-0" MIN. C' 4'-0" MIN. �-2'-0" 12 11 PITCH GABLE VARIES HIP II II II RECOMMENDED OFF—RIDGE VENT II VARIES it PLACEMENT GUIDELINES II 9'-0" BRG 0'-0'FFE /6 RAKE 2'-0" WRAP 6" RAKE OFF—RIDGE VENT Fill OFF—RIDGE VENT COMP OFF—RIDGE VENT co I LEI ---+----------------------- +--------------%--- - - - - -- OFF—RIDGE VENT OFF—RIDGE VENT L�� J RIGHT ELEVATION SCALE: 1/4" = 1'-0'_ LEFT ELEVATION SCALE: 1/4" = 1'-0" -0" BRC 0" FFE- 9'-0" BwI 0'-0" FFE COPYRIGHT 2005 All drowings, specifications and copies thereof are instrurnents of service and remain the property of Mercedes Hornes Inc. The repraduction or unauthorized use of these documents or any other project without written permission (ruin Mercedes Hornes Inc, is strictly prohibited. This design is protected by federal copyright laws. MASTU REVISIONS REV DATE DESCRIPTION BY I APP. Q1 OFF—RIU]E VENT OFF—RI03E VENT OFF—RIDE VENT OFF—RID,E VENT OFF—RID E VENT 12 11 PITCH GABLE VARIES HIP II II II RECOMMENDED OFF—RIDGE VENT II VARIES it PLACEMENT GUIDELINES II 9'-0" BRG 0'-0'FFE /6 RAKE 2'-0" WRAP 6" RAKE OFF—RIDGE VENT Fill OFF—RIDGE VENT COMP OFF—RIDGE VENT co I LEI ---+----------------------- +--------------%--- - - - - -- OFF—RIDGE VENT OFF—RIDGE VENT L�� J RIGHT ELEVATION SCALE: 1/4" = 1'-0'_ LEFT ELEVATION SCALE: 1/4" = 1'-0" -0" BRC 0" FFE- 9'-0" BwI 0'-0" FFE COPYRIGHT 2005 All drowings, specifications and copies thereof are instrurnents of service and remain the property of Mercedes Hornes Inc. The repraduction or unauthorized use of these documents or any other project without written permission (ruin Mercedes Hornes Inc, is strictly prohibited. This design is protected by federal copyright laws. MASTU REVISIONS REV DATE DESCRIPTION BY I APP. Q1 22DEC04 INITIAL RELEASE PD MB Q2 23JUNO6 CORE RELEASE PD MB STA F�rr, REVISIOINS REV DATE DESCRIPTION BY I APP, 0 12JUN07 ISSUED FOR CONSTRUCTION BAM ENG �U1)1):LL 0PrN0NS VLP-01024.04112 Elevation "MW" Class Block Window Optional Kitchen Island Porch 16'-0"x10'-0" 0 S I iiiN .� i ��._ �r�, OPENING PRESSURE AND ENGINEERING NOM'S: SEE T1 SHEET FOR OPENING DESIGN PRESSURES AND STRUCTURAL ENGINEERING INFORMATION, OPENING PRESSURE INFORiktzrTION 120 MPH "C" ENCLOSED EDGE STRIP (COMPONENTS ec CLADDING): 4.0' NOTE: AN OPENING IS CONSIDERED IN ZONE 5 IF ANY PART IS WITHIN EDGE STRIP. WORST CASE OPENING DESIGN PRESSURES: +30.7 Psi` -40.7 psf TYPICAL ELEVA'T'ION ]DETAIL Nor1'ES: * OVERHANGS ARE V-0" U.N.O. * RAKES ARE 6" U.N.O. * SEE ELEVATION PLAN FOR HEADER HEIGHTS. * ROOF PITCHES ARE 6:12 U.N.O. * ALL EXTERIOR CEMENT FINISHES IDENTIFIED AS "TEXTURED CEMENT" ARE 2 OR 3 COAT STUCCO IN ACCORD, W/ ASTM C926/C1063 AND FFSC 2004 8703.6 * TEXTURED CEMENT BANDS ARE 6" x 3/4" THICK U.N.O. U.N.U. = UNLESS NOTED OTHERWISE crrY OF sANFoRD e 4W M c irl l udu.Q. HOMES VALENCIA PALM EXTERIOR ELEVATIONS ))ADS" B UrlIER/ALKENS RESIDENCE SCALE(UNO): CDS // SHEEh VOL-000084-07 J DRAWN BY scr # PROD. DEV. CORE WALLS: CHECKED By MASTER # PROD. DEV. QS_177003WR_QG MERCEDES ARC LIIrCEC`hURAL AND LNGINEEPINE SERVICES 06-15-07 6905 North Wickham Road MICHAEL P. MELZER F.E. Suite //307 LICENSE # PE 41101 Melbourne, FL 32940 FOR STRUCTUF2AL CERTIFICATION ONLY Phone: (32 1) 259-6972 FNDI2X16.dwg Q 1 21NOV06 r PD ' I g � -• — ri 5 REBAR 122DFC04 23JUN06 i I--•--- #5 REBAR KEYWAY \ F'FONC SLAB n COrJC SLAB 8„ r 7 5/6" CURB n FF GONG SLAB N 1 _ FcI _� �I'T1 � r _ - \ Z FG � _ SCT # REV DATE I DESCRIPTION 4" CUNC. 1 (1) #5 CONr APP. - II 1 0 4X 3" MIN. COV. (2) #5 CONT ,k ,k- DRIVEWAY (z) #5 cora 3" MIN. GOV. AND ENGINEERING 3" MIN, COV, FOOTER I j FOOFER AT ONGD CURB SECTION (BEARING) SCALE: NTS CALE: NBEARING STSSCALE NIFSNIFS LICENSE # PE 41101 1/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C.I MAX. (7" MIN. EMBED.) FF VARIES I - — #5 REBAR 2" KEYWAY = !'L' I CONIC SLAB �tJ N I FF CONC SLAB g° FIF i� VARIES J17—_—: I 2t'n�i 1' -r Z R p iTi1 z (2) #5 CONT • ' r IIril (1) #5 CONT � 3" MIN. COV. (2) #5 DONT 3" MIN, COV. NON LOAD BEARING LOAD BEARING INIERIOR STEP } r- EXTERIOR STEP (BEARING J INTERIOR STEP DETAIL 6 SCALE: rNrs SCALE: NTS SCALE: NTS 1/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C. ' 1-� #5 REBAR MAX. (7" MIN. EMBED.) FF CONIC SLAB VARIES \\ F ,D 6" CONIC SLAB j' FF Z. °r FG �n-n � t I 11 I = (1) #5 CONT �II I z mIIIIE - - 7t,z (2) #5 CONT 3" MIN. COV. (2) #5 GO NT 1 -0° 4° 3" MIN, COV, 7 INTERGALE:BNAS ING THICCENEDrIEDGE SL GLAS5 DOORSECTION T I #5 REBAR ' -- #5 REBAR L \ \ 8 I CONIC SLAB Z 8" I VARIES 81' 8" VARIES 8" FF � _ T 'L In 1/2' FF FG <`" Z_ PJ Z 11-iiI(1) #5 CONT P01 3 1/2" (t) #5 CONT (1) #5 CONT1-(2) #5 CONi _ 1'-04" (2) #5 CONT� 3" MIN. COV. 3" MIN. COV. POCKET SL GLASS DOOR SECTION 10 CURB SECTION Ar HOWER SCALE: Nr"' 1�E,SECTION AT SHOWER SCALE: NTS JI' SCALE: i,rS _ 1----- ;/5 REBAR BEYOND �_ I CURB BEYOND Z/ v i 5 2" 1 g \: " n I GONG SLAB N #5 REBAR BEYOND I - I 5 1/2" n ,� I coNc SLAB N 1 -- 1/2" DIA x1O" A.B. SPACED PER CONNECTOR SCHEDULE (7" MINIMUM EMBEDMENT) GONG SLAB FF I r Z1TI-1 F G LL 1-1<; N Z N -Trf I� - (2) #5 CONT (2) #5 CONT (2) #5 CONT 3" MIN, COV. 3" MIN, COV, 3" MIN. COV. SERVICE DOOR C1SCALE: i -A RECESSEDADOOR,SECTION 12 FRAME WALCABEARING FOOTER tISECTION V I 1/2" DIA x10" A.B. SPACED PER CONNECTOR SCHEDULE 1 t #5 REBAR (7" MINIMUM EMBEDMENT) a I 7 5/8" CURB 8" CURB UNO 0 FG —li I IID ° r - J z z �iT FO ll1 iv mtTiil- z 11011 flt�l - (2) #5 CONT .I X 1'-0. j, CONT -41 MIN. COV. 3"' . COV. 3" MIN. IN I WING -WALL FOOTER WING -WALL FOOTER > ar' SCALE: NT` SCALE: NTS (2) #5 REBAR 7-1/2" MIN. 4" PIPE 6" SLEEVE 12"' (2) #5 REBAR PIPE THRU FOOTER SCALE: NTS An' n" C C cC 2^p" I I L-- L 1/2" EXTERIOR SHEATHING PLAN VIEW 1/2" EXTERIOR-, XTERIOR 1 -4 SHEATHING 2 It � I CO r� I p J I 2 X 8 P.T. (ALL FRAMING) I T D —0 FINISH FLOOR— — — APPROX. FINISH GRADE FRONT VIEW WING WALL ELEV. COPYRIGHT 2005 All drawings, specification; and copies thereof are instruments of service and remain the property of Mercedes Hornes Inc. The reproduction or unauthorized useof these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. this design is protected by federal copyright laws. MA5rl,El- RE VISIONS REV t DATE DESCRIPTION BY APP. Q 1 M Z71 t�l d e S INITIAL RELEASE PD MB Q2 122DFC04 23JUN06 CORE RELEASE PD MB 1/4" - 1'-0" VOL -000084-07 _ START REVISION' DRAWN BY SCT # REV DATE I DESCRIPTION B'( APP. 0 12JUN071 ISSUED FOR CO NSTRUCTION BAM ENC BUBBLE OPTIONS VLP-01024.04112 Elevation "MW" Glass Block Window Optional Kitchen Island Porch J 6'-0"x i 0'-0" 4 r} I `t 1/2" EXTERIOR SHEATHING '-4'11--x--(1) #5 CONE. � X SECTION VIEW "1 mw WW_VLP-MW SCALE: NTS 07JUN06 V NOUCC of 1 reatment �- t'7 �.Ot1 �74;IC INFORMATION oL ublez ane to `I"enj ito Pretreatment Orlly applied to groun(I Boor woo(I surf, ces Pursuant tO Chapter 4,12, Florida St..atules and Plodda Buildix18;Code (FBC) 1816 71?14-tlgc'lvrrt(at' Drit,e ,vOrldrt7d(x,1%L 328l0 o 407.2p2.7770 CITY OF SANF-ORD M Z71 t�l d e S - 0 M E.S VALENCIA PALIM FOUNDATION PLAN "lwyll BUrt LER ALKENS RESIDENCE SCALE (UNO): CDS H SHEET: 1/4" - 1'-0" VOL -000084-07 C.1 ��IIII 0 1 DRAWN BY SCT # PROD. DEV. C0E-,E WALLS: �'I '� 1 CHECKED BY MASTER # PROD. DEV. CSS-177003WR—Q0 MERCEDES ARC IIITECTURAL AND ENGINEERING SERVICES r.,✓...-.....-. 06-15-07 6905 North Wickham Road INUCHAEL P. NIELZER P. E. Suite #307 Melbourne, FL 32940 LICENSE # PE 41101 FOR SiRUCiURAL CERTIFICATION ONLY Phone: (32 1) 259-6972 BAR (CTB) MIN. LAP 'IDE #5 CORNER S. aR (VWB) CONT. OR CURB TO WALL, LOCATE �S, ENDS, GS, MAX. 6' O.C., DN PLANS, LAP AT SPLICES DE CORNER BARS TO VERT. BARS A. BAR, NOTE FIDE OF WALL �S) -1-0 MATCH WHERE SHOWN )ATION PLAN. VN ON THIS -DLAB/CURB (BY WHERE SHOWN DOWEL (BY OTHERS) - rel, .til V I IC A L ALL )TI I, JL O N SCALE: 1 /2" 1 1/2" MIN. (2 3/4" PREFERRED) NOTE: WHERE DOWEL IS LESS THAN 1,5" TO EXTERIOR OR .75" TO INTERIOR FACE OF WALL, CUT OFF AND INSTALL_ NEW DOWEL PER DETAIL "A". 5 12 #5 CTB PROVIDE #3 (MIN.) VERTICAL BAR CD 1'-6" O.C. MAX. OVER OPENING. — OPTIONAL NUMBER TOF HTB VARIES ASS10NINIEA CSUT �N THAT THE #5 CTB RUNS -THROUGH THE HEADER AND IS NOT USED AS ONE OF THE DESIGNATED TOP BARS. Z1 t— 1'-6" MAX. #3 VERT, BARS Q 1'-6" O.C. MAX, 1 w 0 NOT INCLUDED IN THE 3 v w I I I I I 16't MIN. I I I I I I I I I I I I I I I I I I I I I I I I MINIMUM HEADER Jj \A 4,r±2" rel B #5 OTB— a , _ THE #5 CTB RUNS THROUGH THE OPTIONAL NUMBER OF HBB VARIES AS ® HEADER AND IS NOT USED AS ONE OF SHOWN IN EA 7`Z L UT I�TRE THAT THE DESIGNATED TOP BARS. STIRRUPS OR VERTICAL BARS EXTEND FROM CTB TO OTB STEEL. THE #5 OTB RUNS THROUGH THE HEADER DEEP 1 AND IS NOT USED AS ONE OF THE (MIN.) VERTICAL BARS (9 18" O.C. IN THIS CASE THE DESIGNATED BOTTOM BARS, E CT1N A—A 0 w SCALE: 1 1/2" = 1 HTB PER HEADER CALLOUT 1'-10" MIN. HBB PER HEADER CALLOUT M s •�711111r #3 @ "S" MAX. O.C, SEE HEADER CALLOUT. 1'-6" MAX. #3 VERT, BARS Q 1'-6" O.C. MAX, 6, B NOT INCLUDED IN THE 3 v�l HEADER I I I I I 16't MIN. I I I I I I I I I I I I I I I I I I I I I I I I MINIMUM HEADER DEPTH IN INCHES.--- NCHES.---HEADERS \A 4,r±2" rel B 1'-10" MIN, EXTENSION 4r,±2,. m I NOTE: WHERE DOWEL BARS ARE NOT LOCATED WITHIN SPECIFIED TOLERANCE, CUT OFF DOWEL AND INSTALL NEW DOWEL PER DETAIL "A". SCALE: 1 1/2" = 1' //5 TOP CORNER BAR. PROVIDE MIN. LAP EACH SIDE OF 2', BAR SHOWN TO SIDE /ES CORNER BAR EXTENDED TO OF LAPPED BARS FOR CLARITY MAY BE NEXT VWB IN ADJACENT WALL VWB- I PLACED OVER LAPPED BARS (PREFERRED). VWB VWB (DOES NOT NEED TO EXCEED 2) d v d r a WHERE SHORTEST SIDE OF WALL CORNER IS GREATER THAN 12", PROVIDE #3, (MIN.) CORNER BARS WITH MIN. 12" LAPS. PROVIDE 3 BARS APPROXIMATELY EQUALLY SPACED BETWEEN SLAB AND WALL CTB. TIE CORNER BARS TO WWF IN AT LEAST 2 PLACES A MIN. OF 8" APART. #5 CTB IT PICAL GORNE�� aP]LAN ��E� SCALE: 1 1/2" = 1 ' 0 w w V f,0 z T � 0 fl _j m THIS BAR TOO SHORT—/ VWB lizal lam 4'. i� HEADERS REQUIRING STIRNUPS — SEE SECTION B—B HEADERS REQUIRING ONLY VERTICAL BARS — SEE SECTION A—A #5 CTB. WHEN SPLICE OCCURS OVER OPENING, INCREASE MIN. SPLICE LENGTH TO 3'-2", 1'-10" MIN. EXTENSION #5 OTB OVER ALL OPENINGS 6x6—W2,9xW2,9 WWF (TYP), LOCATE TOP @ #5 CTB ELEVATION. #5 OBB BELOW ALL WINDOW OPENINGS, OPENING REBAR (OTB & OBB) MAY BE RUN CONTINUOUSLY WHEN OPENINGS ARE ADJACENT AND ARE AT THE SAME ELEVS, NOTE: WHEN ADJACENT CORNERS PREVENT SPECIFIED EXTENSION LENGTH FOR HTB, OTB, AND OBB STEEL, PROVIDE CORNER BARS THAT EXTEND TO HORIZ REINF BAR _______ ° __° #5 VERT REtNF BAR . f ,—z" Mi��v i W/ 12" BEND w_ v `1 I #5 HORIZONTAL ° I REINF.— TYP. I _ —�— I ---- ------ p 11, MIP �� . . II p 1 <1 a WALL TRANSITION SCALE: NTS ��EBAR LEGEND CTB = CONTINUOUS TOP BAR HTB = HEADER TOP BAR HBB = HEADER BOTTOM BAR OTB = OPENING TOP BAR OBB = OPENING BOTTOM BAR VWB = VERTICAL WALL BAR SEE THE NEXT VWB IN ADJACENT WALL. .SEE INDICATES NUMBER AND SIZE OF DETAILS 1 & 2 BELOW. I E ER TOP R` HT 5 SPACING TABLE HEADERS WITH VERTICAL BARS) B). # n 6, CTB IS NOT INCLUDED IN THE 3 v�l HEADER NUMBER. OPTIONAL NUMBER OF HTB VARIES AS MINIMUM HEADER DEPTH IN INCHES.--- NCHES.---HEADERS SHOWN IN HEA UT. N0 E THAT STIRRUPS © MAX. 7" O.C. ALONG THE HEADER. HEADERSMAY _ THE #5 CTB RUNS THROUGH THE / v HEADER AND IS NOT USED AS ONE OF DEPTH PROVIDING .'� THE DESIGNATED TOP BARS. STIRRUPS OR VERTICAL BARS EXTEND FROM CTB TO OTB STEEL. xx h BJ DEEP 1 OR BOTTOM 1 (MIN.) VERTICAL BARS (9 18" O.C. IN THIS CASE THE #5 CTB AND #5 OTB #5 CTB 0 w TCM SEK o #5 OTB SEK SEK w Q � T o OPTIONAL NUMBER OF F-JBB VA;RIES AS J S 0 N IN HEA UT. O E THAT _j THE #5 OTB RUNS THROUGH THE HEADER AND IS NOT USED AS ONE OF THE DESIGNATED BOTTOM BARS. #3 STIRRUP BAR SPACED © MAX, "S" ,fit CTI O N B o B INCHES O.C. SEE HEADER CALLOUT, SCALE: 1 1/2" = 1' //5 TOP CORNER BAR. PROVIDE MIN. LAP EACH SIDE OF 2', BAR SHOWN TO SIDE /ES CORNER BAR EXTENDED TO OF LAPPED BARS FOR CLARITY MAY BE NEXT VWB IN ADJACENT WALL VWB- I PLACED OVER LAPPED BARS (PREFERRED). VWB VWB (DOES NOT NEED TO EXCEED 2) d v d r a WHERE SHORTEST SIDE OF WALL CORNER IS GREATER THAN 12", PROVIDE #3, (MIN.) CORNER BARS WITH MIN. 12" LAPS. PROVIDE 3 BARS APPROXIMATELY EQUALLY SPACED BETWEEN SLAB AND WALL CTB. TIE CORNER BARS TO WWF IN AT LEAST 2 PLACES A MIN. OF 8" APART. #5 CTB IT PICAL GORNE�� aP]LAN ��E� SCALE: 1 1/2" = 1 ' 0 w w V f,0 z T � 0 fl _j m THIS BAR TOO SHORT—/ VWB lizal lam 4'. i� HEADERS REQUIRING STIRNUPS — SEE SECTION B—B HEADERS REQUIRING ONLY VERTICAL BARS — SEE SECTION A—A #5 CTB. WHEN SPLICE OCCURS OVER OPENING, INCREASE MIN. SPLICE LENGTH TO 3'-2", 1'-10" MIN. EXTENSION #5 OTB OVER ALL OPENINGS 6x6—W2,9xW2,9 WWF (TYP), LOCATE TOP @ #5 CTB ELEVATION. #5 OBB BELOW ALL WINDOW OPENINGS, OPENING REBAR (OTB & OBB) MAY BE RUN CONTINUOUSLY WHEN OPENINGS ARE ADJACENT AND ARE AT THE SAME ELEVS, NOTE: WHEN ADJACENT CORNERS PREVENT SPECIFIED EXTENSION LENGTH FOR HTB, OTB, AND OBB STEEL, PROVIDE CORNER BARS THAT EXTEND TO HORIZ REINF BAR _______ ° __° #5 VERT REtNF BAR . f ,—z" Mi��v i W/ 12" BEND w_ v `1 I #5 HORIZONTAL ° I REINF.— TYP. I _ —�— I ---- ------ p 11, MIP �� . . II p 1 <1 a WALL TRANSITION SCALE: NTS ��EBAR LEGEND CTB = CONTINUOUS TOP BAR HTB = HEADER TOP BAR HBB = HEADER BOTTOM BAR OTB = OPENING TOP BAR OBB = OPENING BOTTOM BAR VWB = VERTICAL WALL BAR SEE THE NEXT VWB IN ADJACENT WALL. .SEE INDICATES NUMBER AND SIZE OF DETAILS 1 & 2 BELOW. I E ER TOP R` HT 5 SPACING TABLE HEADERS WITH VERTICAL BARS) B). # #5 CORNER BAR EXTENDED 'T0 NEXT VWB IN ADJACENT WALL d #0* 4 �r CTB IS NOT INCLUDED IN THE 3 v�l HEADER NUMBER. IN THE BOTTOM, MINIMUM HEADER DEPTH IN INCHES.--- NCHES.---HEADERS SEE THE NEXT VWB IN ADJACENT WALL. .SEE INDICATES NUMBER AND SIZE OF DETAILS 1 & 2 BELOW. I E ER TOP R` HT 5 NOTE: STIRRUP DIMENSIONS SHOWN ABOVE CONFORM TO ACI 318-02 REQUIREMENTS, THE ENDS OF STIRRUPS FOR 9" DEEP HEADERS OVERLAP AND THIS SIZE HEADER REQUIRES A DIFFERENT ERECTION SEQUENCE. VWB w v V) z J M THIS BAR TOO SHORT—/ VWB USE THIS DETAIL AT 90° CORNERS WHEN HORIZONTAL BARS' EXTENSION LENGTH IS LESS THAN AS SPECIFIED BY THIS DRAWING, DETAIL 1 �9 SCALE: 1 1/2" = 1' VWB—\ d SPACING TABLE HEADERS WITH VERTICAL BARS) B). # #5 CORNER BAR EXTENDED 'T0 NEXT VWB IN ADJACENT WALL d #0* 4 �r CTB IS NOT INCLUDED IN THE 3 v�l HEADER NUMBER. IN THE BOTTOM, MINIMUM HEADER DEPTH IN INCHES.--- NCHES.---HEADERS � 1 STIRRUPS © MAX. 7" O.C. ALONG THE HEADER. HEADERSMAY BE CONSTRUCTED 11 AND #5 DEEPER IN DEPTH PROVIDING /1'l l 7 STIRRUPS OR VERTICAL BARS EXTEND FROM CTB TO OTB STEEL. xx h BJ DEEP 1 OR BOTTOM 1 (MIN.) VERTICAL BARS (9 18" O.C. IN THIS CASE THE #5 CTB AND #5 NOTE: STIRRUP DIMENSIONS SHOWN ABOVE CONFORM TO ACI 318-02 REQUIREMENTS, THE ENDS OF STIRRUPS FOR 9" DEEP HEADERS OVERLAP AND THIS SIZE HEADER REQUIRES A DIFFERENT ERECTION SEQUENCE. VWB w v V) z J M THIS BAR TOO SHORT—/ VWB USE THIS DETAIL AT 90° CORNERS WHEN HORIZONTAL BARS' EXTENSION LENGTH IS LESS THAN AS SPECIFIED BY THIS DRAWING, DETAIL 1 �9 SCALE: 1 1/2" = 1' VWB—\ d SPACING TABLE HEADERS WITH VERTICAL BARS) o , #5 CORNER BAR EXTENDED 'T0 NEXT VWB IN ADJACENT WALL d #0* 4 �r (DOES NOT HAVE TO EXCEED 2') �d 3 v�l HEADER 4 11 IN THE BOTTOM, •11 AND � 1 STIRRUPS © MAX. 7" O.C. ALONG THE HEADER. d Ito N #5 11 AND #5 d� l 25 /1'l l 7 11 INDICATE A 1 DEEP 1 OR BOTTOM 1 (MIN.) DETAIL 992 SCALE: 1 1/2" "—S" INDICATES #3 STIRRUPS ARE REQUIRED. SEE SECTION B—B —V" INDICATES VERTICAL BARS ARE REQUIRED, SEE SECTION A—A /MAX. SPACING "S" OF #3 STIRRUPS OR VERICAL BARS IN INCHES. FIRST STIRRUP AWA\ STARTS AT "ES" AWAY F FROM VWB ON EACH SIDE. STIRRUP OR VERTICAL BAR SPACING TOLERANCE IS + 1/2". INDICATES NUMBER AND SIZE OF JLJI"AD E 1� CALLOUT #5A DER OTB BOT1oM IBCLUDED (HB�1 THE NUMBER. EXAMPLES: SPACING TABLE HEADERS WITH VERTICAL BARS) DATE DESCRIPTION HEADER DEPTH MAXIMUM STIRRUP SPACING "S" "ES" A HEADER CALLOUT OF 16-25-15—S7 WOULD INDICATE A 16" 3 DEEP HEADER WITH (2)—#5 BARS IN THE TOP, (1)—#5 BARS IN THE BOTTOM, " AND #3 STIRRUPS © MAX. 7" O.C. ALONG THE HEADER. NOTE THAT #5 CTB AND #5 OTB STEEL IS NOT INCLUDED IN THE NUMBER OF BARS. 25 '11 " O.C. 7 A HEADER CALLOUT OF 16-05-05—V18 WOULD INDICATE A 16" DEEP HEADER WITH NO ADDITIONAL BARS IN 'THE TOP OR BOTTOM AND #3 (MIN.) VERTICAL BARS (9 18" O.C. IN THIS CASE THE #5 CTB AND #5 OTB STEEL SERVE AS "THE HEADER LONGITUDINAL REINFORCING, 15DEC05 UPDATED DESIGN CRITERIA TCM SEK 10 USE THIS DETAIL AT 135° CORNERS WHEN HORIZONTAL BARS' EXTENSION LENGTH IS LESS THAN AS SPECIFIED BY THIS DRAWING, C STIRRUP (DO NOT USE FOR SPACING TABLE HEADERS WITH VERTICAL BARS) DATE DESCRIPTION HEADER DEPTH MAXIMUM STIRRUP SPACING "S" "ES" 9" 3" O.C. 3 1 2" 12"5 O.C. 4 " 14' 6' O.C. _ ECC 5" 4 7O.C. 5 1 2" 25 '11 " O.C. 7 1 2" 28" 13" O.C. 8 1 2" NOTE: FIRST STIRRUP "TO BE LOCATED AT "ES" INCHES FROM VWB ON EITHER SIDE. REMAINING STIRRUPS SHALL BE SPACED AT THE MAXIMUM SHOWN ABOVE. LOCATION TOLERANCE IS + 1/2" C1 Z L_ 0 z 0 Li, M Li z �0 COPYPIG HT 2005 All drawings, specifications and copies thereof are instruments of service and rernain the property of Mercedes Horne$ Inc. The reproduction or unautnorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federol copyright laws. MASTER REVISION NUMBER REV DATE DESCRIPTION DRAWN BY' APPROVAL 1 05JAN04 ISSUED FOR CONST, ECC MPM 2 1 GJAN04 REVISED MAT. & DESIGN ECC MPM 3 15MAR04 REVISED FORMAT _ ECC MPM 4 28MAY04 REVISED FORMAT ECC MPM,SEK,RW 5 08JUL04 CLEARANCES CLARIFIED SEK MPM,SEK 6 21 DEC04 WALL TRANSITION ADDED JAP MPM^ % 08FEB05 CLARIFIED SECT. AA & ED ADDED 14" DEEP HEADER EGC MPM,SEK 8 16JUN05 FBC TEXT ADDED SEK SEK 9 15DEC05 UPDATED DESIGN CRITERIA TCM SEK 10 15MAY07 I REVISED TEXT SEK SEK GENERAL NOTES FOR CONCRETE WALLS DESIGN CRITERIA FLORIDA BUILDING CODE (FBCR 2004) ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (SEE ACI 318,1 4,2.7 REGARDING STEEL PLACEMENT) WIND DESIGN WALLS MEET OR EXCEED: 150 MPH EXPOSURE "C" PARTIALLY ENCLOSED (EXCEEDS ENCLOSED CONDITION PRESSURES) IMPORTANCE FACTOR 1.0 CATEGORY II MATERIAL CONCRETE PUMP MIX MEETING THE FOLLOWING MIN. CRITERIA: ASTM C94 Cc OF 3000 PSI AT 28 DAYS MAX. WATER/CEMENT RATIO OF 0.55 SLUMP OF 8"t1" TOTAL AIR CONTENT: 4%±1.5% SUITABLE FOR PUMPING A 6" THICK BY 10' HIGH FORMED WALL SYSTEM WITHOUT VIBRATION, CONCRETE SUPPLIER SHALL SUBMIT A MIX DESIGN TO (OR HAVE ONE ON FILE WITH) 'THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO DELIVERY OF ANY CONCRETE, BATCH TICKET SHALL CONTAIN THE MIX NUMBER, THE TARGET SLUMP, AND -THE BATCH TIME, ALL COMPUTER PRINTED, ALL CONCRETE SHALL BE DISCHARGED WITHIN ALLOWANCES PROVIDED FOR BY THE MIX DESIGN AND VERIFIED BY THE BATCH TIME PRINTED ON THE BATCH TICKET. REINFORCING STEEL LOOSE REINFORCING BARS SHALL CONFORM TO ASTM A615 WITH A fy OF 40 KSI. BAR MATS SHALL CONFORM -TO ASTM A184, WELDED WIRE FABRIC (IF USED) SHALL CONFORM TO ASTM A185, EPDXY ALL EPDXIES USED SHALL BE A TWO PART, 10OYo SOLIDS EQUAL OR BETTER 'THAN HILTI C-100. CONSTRUCTION PLACEMENT OF REINFORCEMENT IN GENERAL, MAINTAIN A MIN, OF 1 1/2" CONCRETE COVERAGE FOR CONCRETE EXPOSED TO WEATHER (OUTSIDE FACE OF WALL ONLY). IN OTHER AREAS, THE COVERAGE MUST BE A MIN]. OF .3/4". ALL REINFORCING MUST BE PLACED AND -TIED TOGETHER SO AS TO KEEP THE REINFORCEMENT IN—PLACE DURING THE CONCRETE POUR. UPON REMOVAL OF FORMS, SHORE ALL HEADERS OVER 5' SPAN USING 2X4 STUDS CMAXIMUM OF 5' O.C. TO SUPPORT LOADS DURING CONSTRUCTION, KEEP SHORES IN PLACE FOR AT LEAST 7 DAYS. FIBER REINFORCEMENT MAY BE USED WITH, OR IN LIEU OF WWF. MINIMUM REINFORCING TIE SCHEDULE VERTICAL BARS TO DOWELS: MIN. 2 WIRE TIES A MIN, 16" APART HORIZONTAL BARS TO VERTICAL BARS/STIRRUPS: MIN, 1 WIRE TIE AT EACH INTERSECTION! CORNER LAP BARS TO HORIZONTAL BARS: MIN, 2 WIRE TIES A MIN. 15" APART EACH SIDE WWF TO VERTICAL BARS: MIN. 4 WIRE TIES EQ, SPACED WITH A TIE WITI-IIN 12" OF THE TOP & BOTTOM OF THE WWF SHEET. MINIMUM SPACER WHEEL LOCATIONS TOP BAR: 1 WHEEL AT MID—SPAN BETWEEN EVERY PAIR OF VERTICAL WALL BARS EXCEPT WHEN DISTANCE BETWEEN VERTICAL BARS IS LESS THAN 24". WWF; LOCATE A WHEEL AT THE THIRD POINTS FROM THE TOP AND BOTTOM OF WWF AT A MAX. OF 6' O.C. HORIZONTALLY. CONTINUE BOTTOM WHEELS BELOW WINDOW OPENINGS, 1 #5 DOWEL -TO BE EPDXIED INTO FOUNDATION WHERE REQUIRED BY MISSING OR MISPLACED DOWELS. Ir LOCATE 'TO MEET VWB LOCATION -TOLERANCES, NOTE THAT AT CURBS, NEW DOWEL MUST EXTEND COMPLETELY THRU CURB AND 6" INTO FOUNDATION. TOP OF SLAB r ------------------------------------ - i i I I I i i I I ; I ; 1 j 1 j I j I ; I ; I ; I j L._._._. .-.-._._._._._._._._._ ....... 3" DETAIL A". SCALE: 1 1/2" = 1 CITY OF SANFORD MICI CZ SY`YS CONSTRlJCrll1VN DETAILS STANDARD WALL DETAILS GENERAL DErI,AILS SCALE (UNO): CDS H SHEET: 1/4" = C-10„ CDS-XXXXXX-07 -DRAWN BY E G C 5CT �� S WALLS: CHECKED BY MASTER # MPM SWI,DWG MERCEDES ARCHITECTURAL AND ENGINEERING ,/.;: 1,,•. SERVICES 00-15-01 6905 North wickharn Road MICHAEL P. IMELZER P.E. Suite #307 Melbourne, FL :52940 LICENSE ) PE 41101 FOR STRUCTURAL CERfIFICAf10N ONLY Phone: (32 1) 259-69%2 MET_PRESSURE_CHART. dwg ,120 MPH "C" FULLY ENCLOSED 29MAY07 AND OU'I'SWING DOOR DESIGN PRESSURE CHART (p.s.f.) WIND DRYWALL TAG DOOR DIMENSIONS ROUGH OPENING AREA WIND ZONE CLASSIFICATION TEXTURED CEMENT ENT WIDTH I HEIGIIT WIDTH HEIGHT Sq. Ft. ZONE 4 ZONE 5 2068 25 5/8" 80 5/8" 26 1 /2" a l " 15.2 +30.5 -33.1 +30.5 -40.3 2468 79 5/8" 80 5/8" 30 1/2" 81 " 17.5 +30,2 -32.9 +30.2 -39.7 2668 ` 1 5/8" 60 5/8" 32 1/2" 81" 18.6 1-30.1 -32.7 +30.1 -39.4 2868 33 5/5" 80 5 8" 34 1/2" 81" 19.8 +29.9 -32.6 +29.9 -39.2 3068 ,57 5/8" 80 5Z8" 56 1/2" 81" 22.1 +29.7 -32.4 +29,7 -36,7 (2) 2068 5O 9/16" 80 5/8" 51 1/4" 81" 15.2 +30,5 -33.1 1_ -40.3 ( .) 2468 53 9/16" 80 5/8" 59 1 4" 81" 17.5 1-30.2 -32.9 +30.2 -39J (2) 2668 62 9/16" 80 5/8" 63 1 4" 81" 18.6 +30.1 -32.7 +30.1 -39.4 (2) 2868 F6 9/16" _971 80 5/8., 67 1/4" 81" 19.8 +29.9 -32.6 129.9 -39.2 ) 3068 7.1 6" 80 5/8" 75 1 4" 81" 22.1 +29.7 -32.4 1.29.7 -38.7 12" SIDELi rE 1 3 9 16" 80 5/5" 1 4" 81 " 8.0 I-31.3 -34.0 +31.3 -42.0 2080 `5 5/8" 96 5/8" 26 1 2" 97" 18.1 +30.1 -32.8 +30.1 -39.6 2,180 9 5/8" 96 5/8', 30 1 /2" 97" 20.9 +29.8 -32.5 +29.8 -39.0 2680 1 5/8" 96 5/8" 32 1/2" 97" 2.2.2 1-29.7 -32.4 +29.7 -38.7 _2880 3 5/5-- 96 5 8•' 34 1/2" 97" 23.6 1-29.6 -32.2 +29.6 -38.5 3080 .57 5/8" 96 5/8" 58 1/2" 97" 26.3 +29.4 -32.0 +29.4 2 2080 50 9 16" 96 5/8" 51 I 4" 97" 18.1 +30.1 -32.8 +30.1 -39.6 (2) 2480 58 9/16" 96 5/8" 59 1 4" 97" 20.9 +29.8 -32.5 +29.8 -39.0 (2) 2680 62 9 16" 96 5 8" 63 1 4" 97" 22.2 1-29.7 -32.4 +29.7 -38.7 (2) 2880 66 9 16" 96 5/8" 67 1 4" 97" 23.6 1.29.6 -32.2 +29.6 -38.5 2 3080 74 9/16" 96 5/8- 75 1 4" 97" 26.3 +29.4 -3'2.0 +29.4 -38.0 12" SIDELI'fE 13 9 16" 96 5 8" 14" 97" 9.6 +31.3 -34.0 +31.3 -42.0 NOTE: DOOR CHECK SIZES SHOWN ARE FOR TRERNIA-TRU BRAND DOORS; WITH MANUFACTURER TO VERIFY DIMENSIONS. OTHER BRANDS MAY VARY. SLIDING GLASS DOOR DESIGN PRESSURE CHART (p.s.f.) TAG DOOR DIMENSIONS ROUGH OPENING AREA WIND ZONE CLASSIFICATION WIDTH IIEIGHT WIDTH HEIGHT Sq, Ft. ZONE 4 ZONE 5 5068 XX 60 11 16" 8o" 62 1/2" 81" 35.2 1.28.8 -31.4 1-28.8 -36.8 6068 XX 72 11 16" 80" 74 1/2" 81" 41.9 +28.4 -31.1 +28.4 -36.1 8068 XX _ 96 1 1/ 16" 80" 98 1/2" 81" 55.4 +27.8 -30.5 +27.8 -35.0 9068 XXX 107 11 16" 80" 109 1/2" 31" 61.6 +27.6 -30.3 +27.6 -34.6 9068 0X0 109 11 16" 80" 111 1/2" 81" 62,7 +27.6 -30.3 +27.6 -34.5 9068 OXXO 120 11/16" 80" 122 1/2" 81" 68.9 +27.4 -30.1 +27.4 -34.1 10068 OXXO 144 1 1/ 16" 80" 146 1/2" 81" 82.4 +27.0 -29.7 +27.0 -33.4 12068 XXX 143 1 1/] 6" 80" 145 1/2" 81" 81.8 +27.0 -29.7 +27.0 -33.4 12063 oxo 145 11/16" 80" 147 1/2" 81" 83.0 127.0 -29.7 +27.0 -33.3 12068 OXXO _ 192 11 Z16" 80" 194 1/2" 81" 109.4 I-26.5 -29.1 1-26.5 -32.2 5080 XX 6:) 11/16" 96" 62 1 2" 97" 42.1 +28.4 -31.1 +28.4 -36.1 6080 XX 72 _11/16" 96" 74 112" 97•' 50.2 +28.0 -30.7 +28.0 -35.4 8080 Xx 96 11/16" 96" 08 1/2" 97" 66.4 1.27.5 -30.1 +27.5 -34.3 9080 XXX I C 7 1 1/ 16" 96" -- 109 1/2" 97" 73.8 +27.3 -29.9 +27.3 -33.8 9080 0X0 1GO 11 16" 96" 111 1/2" - 97" 75.1 +27,2 -29.9 +27.2 -33.8 9080 OXXO 120 11/16" 96" 122 1/2" 97" 82.5 1-27.0 -29.7 1-27.0 -33.4 10080 oxxo 144 11/16" 96" 146 1/'2" 97" 8.0 26.7 -29,3 H26.7 -32.7 12080 XXX 11'. 3 1 1 16" 96" 145 1 2" 97"93.0 +26.7 -29.3 +26.7 -32.7 12080 0X0 145 11/16" 96" 1,17 1 2" 97" 99'}+26.7 [�g -29.3 26."/ -32.62080 OXXO It -2 11 16" 96" 194 1 2" 97" 31.0 1 +26.1 -28.7 +26.1 -31.5 NO'T'E: DOOR SIZES SHOWN ARE FOR ATRIUM BRAND WINDOWS; CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS, OTHER BRANDS MAY VARY. GARAGE DOOR DESIGN PRESSURE CHART (p.s.f.) TAG DOOR DIMENSIONS ROUGH OPENING AREA WIND ZONE CLi>SS1F'1CATTON_ IVIDTH IIEIGHT WIDTI1 HEIGHT Sq. Ft. ZONE 4 ZONE 5 8070 96" 84" 96" 84" 56 +27.8 -30.5 +27.8 -34.9 9070 108" 84" 108" 84" 63 +27.6 -30.2 +27.6 -34.5 16070 192" 64" 192" 64" 112 +26.4 -29.1 +26.4 -32.1 18070 216" 84" 216" 84" 126 +26.2_ -28.8 +26.2 -31.6 8080 1 96" 1 96" 96" 96" 64 +27.6 -30.2 1.27.6 -34.4 9080 108" 1 96" 108" 96" 72 +27,3 -30.0 1-27.3 -33.9 16080 _ 192" 96" 192" 96" 128+26.1 -28.8 1 +26.1 -31.6 18080 216" 96" 216" 96" 144 +25.9 -28.6 +25.9 -31.1 NOTE: DOOR SIZES SHOWN ARE GENERIC SIZES. CIIECK DIMENSIONS. WITH MANUFACTURER TO VERIFY BLOCK RINDOW DESIGN PRESSURE CHART (p.s.f.) TAG WINDOW DIMENSIONS ROUGII OPENING AREA WIND ZONE CUA SSIFICATION +VI DTII 11EIGHT WID'T'H HEIGIIT Sq. Ft. ZONE 4 ZONE 5 12 SH 19" 26" 19 3 11" 26" 3.6 +31.3 -34.0 +31,3 -42.0 13 SH 19" 38 3/8" 19 3/<1" 38 3/8" 5.2 1-31.3 -34.0 +31,3 -42.0 14 SH 19" 5o 5/8" 10 3/4 'l 50 5/8- 6.9 1-31.3 -34.0 +31.3 -42.0 5 SIT 19" 63" 10 3 4" 63" 8.6 +31.3 -34.0 1.31.3 -42,0 16 SIT 19" 72" 19 3/4" 72" 9.9 1.31.3 -34.0 +31.3 -42.0 1/2 32 SH 26 3/6" 26" 27 1/4" 26" 4.9 +31.3 -34.0 +31.3 -42.0 -1,!2 33 SH 26 3/8" 38 3/8" 27 I 4" 38 3/8'. 7.3 +31.3 -34.0 +31.3 -42,0 1/2 34 SH 2r, 3/8" 50 5/8" 27 1 4" 50 5/8" 9.6 +31.3 -34.0 +31.3 -420 1/2 .35 SH '6 3/8., 63" 27 1/4" 63" ITT +31.0 -33.6 1.31.0 -41.2- 1/2 36 SH ?6 3/8" 72" F 27 1 4" 72" 13.6 +30.7 -33.4 +30.7 -40.7 22 SH 56 7/8" 26" 37 3/4" 26" 6.8 +31.3 -34.0 +51.3 -42.0 23 SH 36 7/8" 36 3/8" 37 3/4" .38 3/8" 10.1 +31.3 -34.0 1.31.3 -41.9 24 SH 36 7/8" 50 5/8" 37 3/4" 50 5/3" 13.3 1-30.8 -33.4 +30,8 -40.8 25 SH 56 7/8" 63" 37 3/4" 63" 16.5 +30.3 -33.0 +30.3 -39.9 26 SH 36 7/8" 72" 37 3/4" 72" 18.9 +30.0 -32.7 +30.0 -39.4 32 SH 5.3" 26" 53 3/4" 26" 9.7 +31.3 -34.0 +31.3 -42.0 33 SH 53" 38 318" 53 3/4" m 3/8" 14.3 +30.6 -33.3 +30.6 -40.5 34 SH 53" 50 5/8" 53 3/4" 50 5/8" 18.9 +30.0 -32.7 +30.0 -39,4 35 SH 5S" 63" 53 3/4" 63"25.5 +29.6 -32.3 +29.6 -38.5 36 SH 53" 72" 53 3p - 72" 26.9 +29.3 -32.0 129.3 -37.9 ('2) 24 SH 73 3 4" 50 s/8', 74 5/8" 50 5/8' 13.3 +.30.8 -33.4 +30.8 -40.8 2 25 SH 73 3/4" 63" 74 5/8" 63" 16.5 +30.3 -33.0 +30.3 -39.9 (2) 26 SH 73 3/4" 72" 74 5/8" 72" 18.9 1-30.0 -32.7 +30.0 -39.4 (2) 34 SH 106" SO 5/8" 106 7/8" 50 5 8" 18,9_ +30,0 -32.7 +_30.0 -39.4 2) 35 SH 106" 63" 106 7/8" 63" 23.5 +29.6 -32.3 +29.6 -38.5 2) 36 SH 106" 72" 106 7/8" 72" 26.9 +29.3 -32.0 +29.3 -37.9 (3) 24 SH 110 5/3., 50 5 8" 111 3/8'. 50 5/8" 13_5 +30.8 -33.4 +30,8 -40.8 3 25 SH 110 5/8" 63" 111 3/8" 63" 16.5 1-30.3 -33.0 +30,3 -39.9 (3) 26 SH 110 5/8" 72" 1 1 1 3/8" 72" 18.9 +30.0 -32.7 +30.0 -39,4 3) 34 SH 159" 50 5/8" 159 3/4" 50 5/8" 18.9 1-30.0 -32.7 +30.0 -39.4 3 35 SH 159" 63" 159 3/4" 63" 23.5 +"29.6 -32.3 +29.6 -38.5 3) 36 SH 59" 72" 159 3 4" /2" 26.9 +29.3 -32.0 +29.3 -37.9 NOTE: WINDOW SIZES SHOWN CIIECK WITH MANUFACTURER ARE FOR A'T'RIUM BRAND WINDOWS; TO VERIFY DIMENSIONS. OTHER BRANDS MAY VARY. FRA1NIE YVINDOW DESIGN PRESSURE CHART (p.s.f.) TAG WINDOW DIAENS10NS ROUGH OPENING AREA WIND ZONE CLASSIFICATION 1VID'I'il HEIGIIT' WID'T'H IIEIGHT Sq. FL. ZONE: 4 ZONE 5 2020 SH ?3 7 8 23 1 /2" 24 3/8" 24" 4.1 131.3 --34.0 F31.3 -42.0 2420 SH 7 Y18" 23 1 2" 28 3/8" 24" 4.7 1-31.3 -34.0 1-31.3 -420 2820 SH 51 7/8" 23 1/2" 32 3/8" 24 5.11 _ +31.3 -34.0 +31.3 -42.0 3020 SH 35 7/8" 23 1/2' 36 3/6" 24" 6.1 +31.3 -34.0 +31.3 -42,U 3420 SH 39 7/8" 23 1/2" 4U 3/6" 24" 6.7 +31.3 -34.0 +31.3 -42.0 3820 SH 13 7/8" 23 1/2" 44 3/8" 24" - 7.4 1-31.3 -34.0 +31.3 -42,0 4020 SH 17 7/8" 23 1/2" 48 3/8" 24" 8.1 +31.3 -34.0 +31.3 -42A 2030 SH 23 7/8" 35 1/2" 24 3/6" 36" 6.1 •1.31.3 -34.0 H31.3 -42.0 2430 SH 27 7/8" 35 1/2" 28 3/8" 36" 7.1 +31.3 -34.0 +31.3 -42.0 2830 SH 31 7/8" 35 1/2" 32 3/8" 36" 8.1 +31.3 -34.0 +31.3 -42,0 3030 SH 35 7/8" 35 1/2" 36 3/3" 36" 9.1 1-31.3 -34.0 +31.3 -42.0 3430 SH 39 7/8" 35 1/2" 40 3/8" 36" 10,1 +31.3 -34.0 +31.3 -41,9 3830 SH 43 7 8•' 35 1/2'. 44 3/8" 56" 11.1 +31.1 -33.8 +31.1 -41.6 4030 SH 47 '7/8" 35 1/2" 48 3/8" 36" 12.1 +30.9 -33.6 +30.9 -41.2 2040 SH 23 7/8" 47 1 /2" 24 3/8" 48" 8,1 +31.3 -34.0 +31.3 -42.0 2440 SH 27 7/8" 47 1/2" 28 3/8" 46" 9.5 +31.3 -34.0 131.3 -42.U- 2840 SH 31 7/8" 47 1/2" 32 3/ 8" 48" `10.8 +-31.2 -33.8 +31.2 -41.7 3040 SH 35 7/8" 47 1/2" 36 3 8" 48" 12.1 +30.9 -33.6 +30.9 -41.2 3440 SH 59 7/8" 47 1/2" 40 3/81, 48" 13.5 +30.7 -33.4 +30.7 -40.8 3840 SH 43 7/8" 47 1/2" 44 3/6" 45" 14.8 +30.5 -33.2 1.30.5 -40.4 4040 SH 47 7/8" 47 1/2" 48 3/6" '18" 16.1 +30.4 -33.0 +30.4 -40.0 2050 SH 23 7/8" 59 1/2" 24 318" 60" 10.2 +31.3 -34.0 +31.3 -41.9 2,150 SH 27 7/8" 59 1/2" 28 3/8" 60" 11.8 +31.0 -33.7 +31.0 -41.3 2850 SH 31 7/8" 59 1/2" 32 3/8" 60" 13.5 +30.7 -33.4 +30.7 -110.8 3050 SH 35 7/8" 59 1 /2" 36 3/8" 60" 5.2 +30.5 -33. 1 1-30.5 -40.3 3450 SH 39 7/8" 59 1/2" 40 3/8 60" 16.8 +30.3 -32.9 1.30.3 -39.9 3850 SH 43 7/8" 59 1/2" 44 3/8" 60" 18.5 1-30.1 -32.7 +30.1 -39.5 4050 SH 47 7/81, 59 1/2" 48 3/8" 60" 20.2 +29.9 -32.6 +29.9 -39.1 2060 SH 2.3 7/8" 71 1/2" 24 3/81. 72" 2.2 +3_0.9 -33.6 +30.9 -41.2 2460 SH '7 7/8" 71 1/2" 28 316" 72" 14,2 1.30 ,6 -33.3 +30.6 -40.5 2860 SH 31 7/8" 71 1/2" 32 3/8" 72" 16.2 +-30.4 -33,0 +30.4 -40.0 3060 SH 35 718" 71 1/2" 36 3/8" 72" 18.2 +30.1 -32.6 +30.1 -39.5 3460 SH 39 7/8" 71 1/2" 40 3/3" 72" 20.2 +29.9 -32.6 129.9 -39.1 3860 SH 13 7/8' 71 1/2" 44 3/8" 72' 22.2 +•29.7 -32.4 +2_9.7 -38.7 4060 SH l7 7/8" 71 1/2" 48 3/8" 72" 24.2 +29.5 -32.2 +29.5 -38.4 (2) 3050 SH !2 3/4" 59 1/2" 73 1/a' 60" 15.2 I-30.5 -33.1 130.5 -40.3 (2) 3060 ':;H '2 3/4" 71 1/2" 73 1/4" 72" 18.2 +3U.' -32.8 +30.1 -39.5 (7) 4050 SF1 ,6 3 l" 59 1/2" 97 1 I" 60" 20.2 1-29.9 -32.6 +29.9 -39.1 (2) 4060 SH +6 3/4" 71 1/2" 97 1/4" 72" 24.2 +29,5 -32.2 1-29.5 -38.4 (3) 3050 SH� 09 5/8" 59 1/2" 110 1/8" 60" 15,2 130.5 -3.3.1 +30.5 -40.3 (3) 3060 H )9 5/8 71 1/2' 110 1/8" 72" 18.2 +30.1 -32.8 +_30.1 (3) .050 5FI "45 5/8" 59 1/2" 146 1/8" 60" 20.2 +29.9-326 -39.1 S 4060 SH 1 15 5Z8` 1 71 1/2" 146 1 8" 1 24.2 1 -32.2 1 129.5 -38.11 NO'T'E: WINDOW SIZES 51101VN ARE FOR A'T'RIUM BRAND WINDOWS; CHECK $il't'll MANUFACTURER TO VERIFY DIMENSIONS. O'T'HER BRANDS MAY VARY. MERCEDES 01 ARCIF11TE CT URAL AND ENGINEERING 28MAR05 S]ERVICES 6905 NORTH WICK HAM S_U1rE MELf-30URNE � 1[A1LORIDA 32940 PHONE: (32 -1) -2 -,r59 -u"972'_ GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH. (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (20) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH). (3) RIDGE BOARD SHALL BE 2x6 MIN. FOR 20 RAFTERS, & 2x8 MIN, FOR 2x6 RAFTERS. (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USF? RT7 CONNECTOR, NAILED WITH (10) 8d x 1-1/2" NAILS, ALL OTHERS TOE -NAIL WITH 0.131 x 3" GUN NAILS. (5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER. COLLAR TIE (AS REQUIRED, SEE NOTE 2). USP THD26 FASTENED TO (1) RT7 (�P EA END OFTRUSSES BELOW PEAK OF PREVIOUS TRUSS. � - LONG FRAMING MEMBER. (SEE NOTE #4.) (5) 1Od GUN NAILS EACH END. (2)2x4 CLEAT UNDER VALLEY FRAMING ANCH TO EA TRUSS BELOW W/ (4) 0.131 x 3" GUN NAILS FOR VALLEY RAFTERS 6' AND LESS. OVER 6' USE 12" STRAP, IF CLEAT IS OVER SHEATHING & VALLEY RAFTER IS OVER 6' LONG, USE (1) 3/8" x 4° LAG SCREW W/ 1" WASHER PER TRUSS OR CUT SLOT & WRAP 12" STRAP (ANY MFGR) AROUND TRUSS BELOW. FILL ALL HOLES W/ 8d x 1-1/2" NAILS (MIN.), SPACED (2) TRUSSES MAX. X501 VALLEY FRAMING DETAIL 2lAPRa6 SCALE; NTS , APPLY 6" WIDE STRAIGHT FLASH 6„ �" 2" 1x6 PT BUCK ATTACHED WITH S.W.S. 01 22DECO4 COMPONENTS AND CLADDING NVIND LOAD (ROOF ANGLE: 10 TO 30 DEGREES) CASE HARDENED ° MB 28MAR05 NAILS PER INST, °; WIND DRYWALL DETAIL DRAWING SrORE (� SrhARrh REVISIONS REV I DATE BASIC WIND SPEED 1 x4 PT FURRING TEXTURED CEMENT ENT 0__F12JUN07I JVOL-OOOOLI4-0l PLASTIC "J" ` 4•4 BAM RIGID INSULATION BRICK MOULD- CHECKED BY 120 MPRf QS_177003WR_QG - CORNER BEAD �I 24" SHIM 1/4" MAX 3/167 TAPCON - SPACED PER DOOR MANUFACTURER TEXTURED CEMENT - (BEYOND) JAM B 3/160 TAPCON - SPACED PER DOOR MANUFACTURER PLASTIC "J" FLUSH WITH EDGE OF BRICK MOULD (CAULK JOINT) SILL SEALANT WALL JAMB A S.W,S. I I II ° y a 4�" SLAB RECESSI �1" APPLY 6" WIDE \ STRAIGHT FLASH AT DOOR JAMB PERIMETER TO EXTERIOR WALL (PER MFG INSTALLATION REQUIREMENTS) RIGID INSULATION 1x4 PT FURRING DRYWALL A DRYWALL RETURN BASE BOARD OUTSWING DOOR SILL 0'=0_ FEE_ r� DOORSTOP TO UE DETERMINED BY DIVISION �B DOOR STYLE B SILL JAMB AS SELECTED B SWS OUTSWING DOOR JAMB DETAILS )9:22 (FLUSH WITH EXTERIOR WALL) SCALE: NTS DRYWALL --II e4- FRAME WALL 2'- 1 1/2" MIN. _ FF GARAGE F'_R -'- GARAGE LIP DETAIL GRGLIP 30OCT06 SCALE: NTS 8d RING SHANK GUN NAILS © 4" 0/C WITHIN 48" OF ENDS, GABLES, & RIDGES. 8d RING SHANK GUN NAILS @ 6" 0/C THEREAFTER t- 7/16" OSB OR 15/32" CDX L PLYWOOD CLIPS MIN SPAN RATING 24/16 (SHINGLE); 32/16 (TILE) (DO NOT OVER DRIVE NAILS) TYPICAL NAMING SCHEDULE NAILSCHED 26FEB07 SCALE: NTS 7115" OSB -- TYVEK (DRAINAGE PLANE) PAPER BACKED WIRE LATH 7/8" MIN TEXTURED CEMENT FINISH \ 1 FLASHING/CONTROL JOINT-,, MEMBRANE BRIDGE FLASHING 3/8" MIN TEXTURED CEMENT FINISH O821 CONTROL JOINT S.W.S. SECTION 31nu°os SCALE: NTS CANDC,dwg 01 22DECO4 COMPONENTS AND CLADDING NVIND LOAD (ROOF ANGLE: 10 TO 30 DEGREES) PD MB 28MAR05 23JUN06 WIND PD MB SrORE (� SrhARrh REVISIONS REV I DATE BASIC WIND SPEED BY F APP. 0__F12JUN07I JVOL-OOOOLI4-0l ISSUED FOR CONSTRUCTION BAM AREA WALLS: - CHECKED BY 120 MPRf QS_177003WR_QG 130 MPH MERCEDES 140 MPH _ ZONE SQ FT B North Wickham Road C1 C2 • LICENSE # PE 41101 B C1 C2 B C1 C2 1 10.0 +14.9 -23.7 +18.0 -28.7 +20.1 -32.0 +17.5 -27.8 +21,2 -33.6 -1-23.6 -37.5 +20,3 -32.2 +24.6 -39.0 +27.4 -43.5 1 20.0 +13.6 -23.0 +16.5 -27.8 +18.4 - 3 1 . 1 +16.0 -27.0 +19.4 -32.7 +21.6, -36.5 +18.5 -31.4 -1-22,4 -38.0 +25.0 -42.4 2 10.0 +14.9 -50.1 +18.0 -60.6 +20,1 -67.6 +17.5 -58,7 +21.2 -71.0 +23.6 -79.2 +20.3 -68,1 i-24.6 -82.4 +27.4 -91.9 2 20.0 +13.6 -45.4 +16.5 -54.9 +18.4 -61.3 +16.0 -53.3 +19.4 -64.5 +21.6 -72.0 +18.5 -61.8 -1-22.4 -74.8 +25.0 -83.4 3 10.0 +14.9 -50,1 -1-18.0 -60.6 +20.1 --67.6 +17.5 -58.7 +21.2 -71.0 +23.6 --'9.2 +20.3 -68,1 -x24.6 -82.4 +27.4 -91.9 3 20.0 +13.6 -45.4 +16.5 -54.9 +18.4 -61.3 +16.0 -53.3 +19.4 -64.5 +21.6 -72.0 +18.5 -61.8 -1-22.4 -74.8 -1-25.0 -83,4 NOTE: C1 USES 1.21 ADJUSTMENT COEFFICIENT FOR 1 STORY EXPOSURE; C2 USES 1,35 ADJUSTMENT COEFF'ICIEN'T' FOR 2 S'T'ORY EXPOSURE FOUNDATION NOTES. FOUND GENERAL NOTES: 24JANo6 1, IF A TERMITE CHEMICAL BARRIER IS TO BE APPLIED IT SHALL BE PER FBCR 2004, SECTIONS 1503.6, 8320, & 2304 AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT. BY A LICENSED PEST CONTROL COMPANY PER SECT 105.1 . 2. A/C COMPRESSOR LOCATION MAY VARY; FIELD LOCATE PER SURVEY. 3. SEE FLOOR PLAN FOR PLACEMENT OF VERTICAL REINFORCEMENT. WEDGE ANCHOR I.L.U. J -BOUT NOTE: A 1/2" DIA x 10" LONG MINIMUM WEDGE ANCHOR MAY BE USED IN LIEU OF 1/2" DIA J -BOLTS, ANCHORS TO BE LOCATED NO CLOSER THAN 2" TO EDGES AND 6" FROM CORNERS AND ENDS. USE APPROVED EPDXY SYSTEM AT CONCRETE EDGES. DOWEL ROD NOTE: (IF APPLICABLE) WHERE SHOWN il OR 0 ON PLAN THERE IS A VERTICAL #5 (Cc=3000 psi MINIMUM). DOWEL ROD REPAIR NOTE: IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM VERTICAL STEEL LOCATIONS, DRILL 6" INTO CONCRETE (3" FROM EDGES 15/8" AND 4" FROM ENDS OF CAP WALLS), REMOVE DUST PER MANUFACTURER'S INSTRUCTIONS AND USE 2 PART EPDXY TO ANCHOR //5 REBAR IN PLACE. USE SIMPSON EPDXY-TIE OR EQUAL EPDXY ADHESIVE DESIGNED FOR CONCRETE. FOUNDATION LOAD CAPACITY NOTE: THE FOUNDATION DESIGN SHALL HAVE A MINIMUM LOAD CAPACITY OF 2000 PSF WITH A MINIMUM OF 95% OF MODIFIED PROCTOR PER ASTM D 1557, IN THE EVENT THE SOIL BEARING CAPACITY FALLS BELOW THE AFOREMENTIONED MINIMUM, THIS FOUNDATION PLAN MAY BE SUPERSEDED BY AN ENGINEER IN SPECIALIZED FOUNDATION DESIGN. FOUNDATION NOTES: 1. USE 3-1/2" THICK SLAB (MIN) OVER CLEAN, TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER. SUBTERRANEAN TERMITE POST-TREATMENT MAY BE BORACARE APPLIED "TO GROUND FLOOR WOOD SURFACES; ILO SOIL TREATMENT. 2. USE A MIN OF 1-1/2 Ibs OF FIBERMESH PER YARD IN SLAB. 3. CONCRETE COMPRESSIVE STRENGTH SHALL BE 2500 psi. 4. ALL REBAR SHALL BE GRADE 40. 5. MINIMUM REBAR COVERAGE IS 3" IN FOOTERS AND 1-1/2" IN WALLS. 6. REBAR OVERLAP SHALL BE 40 BAR DIAMETERS. (25" FOR #5 BARS). 7. FOR INSIDE CORNER OF SLAB ADD (2) #4 x 36" BARS DIAGONALLY 12" APART 2" FROM CORNER AND PLACED WITHIN UPPER THIRD OF SLAB, STRUCTURAL NOTE . 5TRUCT.dwg SHEAR WALL NOTES: 24MAR06 GSW1 STUDS: A) FOR SHEARWALLS, BLOCKING IS REQ'O AT ALL SHEATHING EDGES BETWEEN STUDS. B) SPACING AT 24" ON CENTER (MAXIMUM). C) FOR MINIMUM SPECIES AND GRADE SEE GENERAL NOTES. D) SHEARWALL ENDS SHALL BE DOUBLE STUDDED. THIS MAY BE A COMPOSITE OF A FULL JACK AND STUD OR A COMBINATION OF CORNER STUDS, GSW2 STRUCTURAL WALL SHEATHING: MINIMUM 15/32" CDX PLYWOOD OR 7/16° APA APPROVED O.S.B. GSW3 NAILING SCHEDULE: USE 8d GUN NAILS AT THE FOLLOWING SPACING: 6" ON CENTER THROUGHOUT (UNO) GSW4 l -DENOTES SHEAR WALL LOCATION A) LENGTHS SHOWN ARE THE MIN. LINEAL FEET OF SHEAR WALL REQUIRED. B) IF [HERE IS NO SHEAR WALL DENOTED ON FLOOR PLAN THEN ALL BEARING EXTERIOR FRAME WALLS GREATER THAN 16" IN LENGTH ARE REQUIRED TO BE CONSTRUCTED AS SHEAR WALLS. (SEE SHEARWALL FRAMING SPECS DETAIL). GSW5 INTERIOR SHEAR WALLS SHALL USE 7/16" O.S.B. SHEATHING NAILED WITH 8d CUN NAILS AT 6" ON CENTER 'THROUGHOUT UNO WITH A J -BOLE, WEDGIT, OR A HTT22 REQUIRED AT ENDS UNLESS FRAME WALL TO BLOCK CONNECTION IS AVAILABLE. PROVIDES 197 plf IN GROUP III SPECIES FRAMING). CSW6 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPOURS AT EACH END ARE SHEAR WALLS. CSW7 ALL EXTERIOR POURED CONCRETE WALLS ARE SHEAR WALLS, STRUCTURAL NOTES: G1 DESIGN PARAMETERS: DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFIC NOTES ROOF LOADS: LIVE LOAD (LL); 20psf (25% DURATION INCREASE) DEAD LOAD (DL): 17psf SHINGLE: 25psf TILE WIND CALCS: DEAD LOAD (DL); 10.2psf SHINGLE; 15psf MILE (60% DURATION INCREASE) FLOOR LOADS: DL: 15psf; LL: 40psf (0% DURATION INCREASE) BALCONY: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 60psf STAIRS: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 100psf (32 MINIMUM LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO) A) INTERIOR NON-BEARING WALLS: 2x4 STUDS AT 24" ON CENTER. SPRUCE -PINE -FIR (SPF) GRADED LUMBER (OR BETTER) OR METAL STUDS. CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS. B) FRAME BEARING WALLS: SPF #2 (MIN) 2x4 STUDS 0 16" O/C TO 10'; USE 2x6 & MID HT BLOCKING BETWEEN STUDS OVER 10' UNO. C) HEADERS: SYP, OR 2, (2) 2x12 W/ 1/2" SOLID SPCR UNO ON PLAN OR DETAILS. NAIL PLIES W/ iod 0 3" O/C EDGES & 6" FIELD. G3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH. 04 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE SHALL BE PRESSURE TREATED (PT). G5 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER BCSI-B1 SUMMARY SHEET. C6 TILE ROOF USE 30// DRY IN, 90# FELT & HOT MOP W/ SCREW DOWN INSTALLATION PER ROOF TILE INSTITUTE SYSTEM TWO UNO. INSTALL TILE ROOF SYSTEM IN ACCORDANCE WITH FRSA/TRI PER FBC 1507.3.7 & FBCR 905.3, G7 GALV (26 Go MIN) OR ALUM FLASHING SHALL BE USED AT GUTTERS, WALL & ROOF INTERSECHONS, ROOF SLOPE CHANGES, & ROOF OPENINGS. 08 ONLY SHINGLES & FASTENERS FROM BLDG DEPARTMENT'S LATEST APPROVED ROOF COVERING MFGR'S LIST (IF APPLICABLE) SHALL BE USED. ANCH W/ (6) 7/8" MIN LENGTH ROOFING NAILS W/ .413" DIA HEAD PER SHINGLE. C9 REBAR IS GRADE 40 UNO ON PLAN. PLACEMENT IS PER TYP WALL SECT & PLAN. CIO ALL COEFFICIENTS AND CALCULATIONS ARE PER THE LATEST EDITION OF ASCE 7 AS ADOPTED BY THE FBCB. Oil ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS UNO AND ALL CONNECTORS SHALL BE NAILED PER MANUFACTURER'S SPECS. C12 EXTERIOR CEILING MATERIAL WILL BE 1/2" GYPSUM SOFFIT BOARD AS A MINIMUM WHICH CAN PROVIDE FULLY ENCLOSED STRUCTURAL INTEGRITY. 013 OVERLAP DOUBLE TOP PLATES 24" AND ANCH WITH 1Ud AT 16" O.C. WITH (3) 10d's AT CORNERS. COPYRIGHT 2005 All drowing5, specificotion5 and copies thereof are in3trurrn?nt5 of serviceand rernaln the property of Mercedes Hornes Inc. The reproduction or unauthorized use of these documents or any other project without writtan perrnission from Hornes Inc. is strictly prohibited. This design is protected by federal copyright laws. MASTER REVISION0 REV DATE DESCRIPTION BY APP. 01 22DECO4 INITIAL RELEASE PD MB 02 23JUN06 RELEASE PD MB SrORE (� SrhARrh REVISIONS REV I DATE I DESCRIPTION BY F APP. 0__F12JUN07I JVOL-OOOOLI4-0l ISSUED FOR CONSTRUCTION BAM ENC FULLY ENCLOSED BUILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF f.18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. WIND(:)W TOLERANCE NOTE: A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS, FL00DZ0NE.dwg FLOOD ZONE NOTE 07SEP05 IN A FLOOD ZONE: ALL ELECTRIC- PLUM BINC-A/C-WATER HEATERS WILL BE PLACED ABOVE BFE, RECESSED SHOWERS SHALL BE ABOVE FLOOD ELEVATION, GARAGE DOORS SHALL HAVE VENTS AT THE BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO. BLRONOTE.dwy BOLLARD NOTE: 09JUN05 36"H x 4.5"0 STEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATER IF REQUIRED BY BUILDING OFFICIAL. LNTLNOTE.dwg LINrI EL NOTE: E: (IIA' R E Q I)) 20SEP04 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS. - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS. FLRNOTEV.dwg FL, 0 O Iz P LAN NOT ED' : 26JUN06 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2. AN 8" BOND BEAM IS USED WITH (1) #5 IN, TOP COURSE. 3. FOR MECHANICAL INSTALLATION, ALL TAPES, • CONNECTORS, AND MASTIC SHALL BE IDL LISTED. 4, FINISHED WATER CLOSET SPACE 'TO BE A MIN. OF 30". 5. NON-BEARING WALL STUDS TO BE 24" O.C. 6. ALL INTERIOR GYP CEIL 3RD IS l/2" SAG RESISTANT, & IS SCREWED @ 12" 0/C. USE 5/8' TYPE X ACROSS FRAMING, SCREWED 6" O/C, @ GARAGE CEILING UNDER HABITABLE SPACE, USE 1/2" GYP BRD (MIN) ON GARAGE FRAME WALLS. USE 20 MIN RATED DOOR & FRAIVE TO GARAGE. 7, MECHANICAL UNIT AND DUCT WORK IN GARAGE SHALL COMPLY WITH 8309 OF 2004 FBCR. NOTES FUR' PAL1�'I COAST ONLY, 1, A/C PLATFORM WITH RETURN- 48"W x 36"D x 30"H. 2. NON -TEMPERED WINDOWS TO BE A MIN. OF 24" A F.F. 3, ALL ROOFS TO HAVE A MIN. 12" O.H. AND 12" RAKE. 4, CEILING INSULATION TO BE A MINIMUM OF R-30, -- NOTE TO BUILDER: ALLOWABLE TOLERANCE SPACING AS FOLLOWS: J -BOLT .......................... ± 1" 0. C. DOWNPOURS,,,,,,,,,,,,,,,,,, t 8" 0. C. CITY OF SANFORD C 0 N 1F 0 _ I y1 r1� U., M%,l Cdc FCJB d'v F1 1, `0�� VALENCIA :PALM ENGINEERING SHEEr;l' 120 M.P.H. C ExPOSURE (IMPORTANCE FACTOR ONE) RESIDENCE TYPE V -I3 CNS�hRUC�h10N CDS # SHEET: FULLY ENCLOSED BUILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF f.18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. WIND(:)W TOLERANCE NOTE: A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS, FL00DZ0NE.dwg FLOOD ZONE NOTE 07SEP05 IN A FLOOD ZONE: ALL ELECTRIC- PLUM BINC-A/C-WATER HEATERS WILL BE PLACED ABOVE BFE, RECESSED SHOWERS SHALL BE ABOVE FLOOD ELEVATION, GARAGE DOORS SHALL HAVE VENTS AT THE BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO. BLRONOTE.dwy BOLLARD NOTE: 09JUN05 36"H x 4.5"0 STEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATER IF REQUIRED BY BUILDING OFFICIAL. LNTLNOTE.dwg LINrI EL NOTE: E: (IIA' R E Q I)) 20SEP04 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS. - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS. FLRNOTEV.dwg FL, 0 O Iz P LAN NOT ED' : 26JUN06 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2. AN 8" BOND BEAM IS USED WITH (1) #5 IN, TOP COURSE. 3. FOR MECHANICAL INSTALLATION, ALL TAPES, • CONNECTORS, AND MASTIC SHALL BE IDL LISTED. 4, FINISHED WATER CLOSET SPACE 'TO BE A MIN. OF 30". 5. NON-BEARING WALL STUDS TO BE 24" O.C. 6. ALL INTERIOR GYP CEIL 3RD IS l/2" SAG RESISTANT, & IS SCREWED @ 12" 0/C. USE 5/8' TYPE X ACROSS FRAMING, SCREWED 6" O/C, @ GARAGE CEILING UNDER HABITABLE SPACE, USE 1/2" GYP BRD (MIN) ON GARAGE FRAME WALLS. USE 20 MIN RATED DOOR & FRAIVE TO GARAGE. 7, MECHANICAL UNIT AND DUCT WORK IN GARAGE SHALL COMPLY WITH 8309 OF 2004 FBCR. NOTES FUR' PAL1�'I COAST ONLY, 1, A/C PLATFORM WITH RETURN- 48"W x 36"D x 30"H. 2. NON -TEMPERED WINDOWS TO BE A MIN. OF 24" A F.F. 3, ALL ROOFS TO HAVE A MIN. 12" O.H. AND 12" RAKE. 4, CEILING INSULATION TO BE A MINIMUM OF R-30, -- NOTE TO BUILDER: ALLOWABLE TOLERANCE SPACING AS FOLLOWS: J -BOLT .......................... ± 1" 0. C. DOWNPOURS,,,,,,,,,,,,,,,,,, t 8" 0. C. CITY OF SANFORD DESIGN AfEETS Fb)C ` 2004 WITH 200,E & 1000 SUPPLEMENTS M%,l Cdc FULLY ENCLOSED BUILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF f.18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. WIND(:)W TOLERANCE NOTE: A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS, FL00DZ0NE.dwg FLOOD ZONE NOTE 07SEP05 IN A FLOOD ZONE: ALL ELECTRIC- PLUM BINC-A/C-WATER HEATERS WILL BE PLACED ABOVE BFE, RECESSED SHOWERS SHALL BE ABOVE FLOOD ELEVATION, GARAGE DOORS SHALL HAVE VENTS AT THE BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO. BLRONOTE.dwy BOLLARD NOTE: 09JUN05 36"H x 4.5"0 STEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATER IF REQUIRED BY BUILDING OFFICIAL. LNTLNOTE.dwg LINrI EL NOTE: E: (IIA' R E Q I)) 20SEP04 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS. - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS. FLRNOTEV.dwg FL, 0 O Iz P LAN NOT ED' : 26JUN06 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2. AN 8" BOND BEAM IS USED WITH (1) #5 IN, TOP COURSE. 3. FOR MECHANICAL INSTALLATION, ALL TAPES, • CONNECTORS, AND MASTIC SHALL BE IDL LISTED. 4, FINISHED WATER CLOSET SPACE 'TO BE A MIN. OF 30". 5. NON-BEARING WALL STUDS TO BE 24" O.C. 6. ALL INTERIOR GYP CEIL 3RD IS l/2" SAG RESISTANT, & IS SCREWED @ 12" 0/C. USE 5/8' TYPE X ACROSS FRAMING, SCREWED 6" O/C, @ GARAGE CEILING UNDER HABITABLE SPACE, USE 1/2" GYP BRD (MIN) ON GARAGE FRAME WALLS. USE 20 MIN RATED DOOR & FRAIVE TO GARAGE. 7, MECHANICAL UNIT AND DUCT WORK IN GARAGE SHALL COMPLY WITH 8309 OF 2004 FBCR. NOTES FUR' PAL1�'I COAST ONLY, 1, A/C PLATFORM WITH RETURN- 48"W x 36"D x 30"H. 2. NON -TEMPERED WINDOWS TO BE A MIN. OF 24" A F.F. 3, ALL ROOFS TO HAVE A MIN. 12" O.H. AND 12" RAKE. 4, CEILING INSULATION TO BE A MINIMUM OF R-30, -- NOTE TO BUILDER: ALLOWABLE TOLERANCE SPACING AS FOLLOWS: J -BOLT .......................... ± 1" 0. C. DOWNPOURS,,,,,,,,,,,,,,,,,, t 8" 0. C. CITY OF SANFORD M%,l Cdc HOMES VALENCIA :PALM ENGINEERING SHEEr;l' BIlJTLER ALItC1N�S RESIDENCE SCALE (UNO): CDS # SHEET: NOT '1'0 SCALL; T .,'L DRAWN UY JVOL-OOOOLI4-0l PROD. DEV, GOF�,E WALLS: - CHECKED BY MASTER d PROD. DEV. QS_177003WR_QG MERCEDES ARCI-I ITE CTU RAL AND ENGINEERING SERVICES North Wickham Road 06-15-076905 , 1 ME'LZER I L bl(OIIAE[ ' V �'P.E.Suite #307 Melbourne, FL 32940 • LICENSE # PE 41101 FOR STRUCTURAL CERTIFICAIJON ONLY Phone; (321) 259-6972 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS- 8d GUN NAILS AF 4" 0/0 AF 4" 0/0 AT 4" O/C AT 6" O/C THEREAFTER GABLE END TRUSS L -BRACE WEBS OVER 6'-0" HIGH 2x4 FLAT BLOCK AT 48' 0/C ANCH. W/ (2) 1 O GUN NAILS PER CONN, Yi 2x4 GABLE X -BRACING AT 6' 0/C 2x4 NAILER- ATTACH W/ (2) 10d GUN NAILS 1/2" SHEA- W/ 8d GUN AT 4" O/C USP HTA16 SPACED 24" 0/C (STAGGERED) PLACE ONE INSIDE AT 48" 0/0 AND ONE OUTSIDE AT 48" 0/C - SEE GABLE END ATTACHMENT DEFAIL COMMON TRUSS-TYP. -(3) 1 O GUN NAILS TYPICAL 1/2" GYPSUM CEILING BOARD 12o1c GABLE ENC) DETAIL ztAPRos SCALE: NTS FIBERGLASS SHINGLES (6 NAILS EACH) OVER 15# FELT ON 7/16" OSE OR 1/2" CDX, ANCHOR W 8dnGUN NAILS Al 5' 0/C.(LNO) / ¢ R-19 MINIMUM INSULATION I \` wG `a / /�. 12 OVER AIR CONDITIONED SPACE TRUSS ANCHOR - SErE`;`A'NCHORW- —�/ SCHEDULE \ �/ /- PRE-ENGINEERED TRUSS 1 AT 24" O/C. I l ALUMINUM DRIP EDGE-\ �1/ GYPSUM CEILING BOARD ALUMINUM FASCIA LVEF , (1) j#5 CONT UNO (SEE PLAN S SW1 S BEET) 2x NA LER - (1) #5 HORIZ UNO OVER OPENINGS, PERFORATED ALUM. - TIED TO VERT STEEL EA SIDE W/ OR VINYL SOFFIT O/LAP PER SWI SH. 2" COVER MIN. o ff SEAL ALL OPENINGS AND CRACKS w WINDOW OPENING (TrPICAL) w \ V) CONCRETE BIJCI< POURED INTEGRAL TO WALL (1) #5 HORIZONTAL UNDER WINDOW OPENINGS TIED TO VERT STEEL O n G" 'THICK SOLID -POURED CON EA SIDE 2° COVER MINIMUM LLJ WALL (3000 PSI MIN.) WITH 6x6 6 GA. WWM &. #5 VERHCAL DOWi_LS ,�I• AT 72" O.C. AND AT EACH SIDE - 3/4" FOIL BACKED FOAM INSUL OF ALL OPENINGS. W/ 3/4" FIRRING STRIPS OVER ALL #5 BARS TO HAVE 7" MIN. I 1/2" DRYWALL (TYPICAL) EMBED. & 25" MIN. OVERLAP. SEE SWI SHEET, I BASE BOARD I TEXTURED CEMENT - I I � I 'TYPICAL FOOTER - S E FOUND/TION--%0 3 1/2" MINIMUM CONCREFE SLAB PLAN FOR SIZE AND �EINFORCE`JENT - REINFORCED WITH FIBERMESH ON 6 mil M.B. OVER WELL COMP, S')IL CONCRETE F'C = 2500 psi c 1o1C TYPICAL WALL SECTION 2JU 406 SCALE: NTS 1301C CONCRETE GARAGE GOAL POST z,A Rae SCALE: NTS - DETAIL SCALE: NTS PRE -ENGINEERED - TRUSSES SEE ELEV. X/ USP MSTA24 USP MSTA24 USP PAU44 —� J -BOLT OR WEDGE ANCHOR (MIN. 7" MBED.) i (2) 2x12 HDR ONO USP NFM35xl2U UNO 1/2" GYPSUM SOFFIT BOARD SCREWED AT 6" O.C. TO TRUSSES. NO EXTRA BLOCKING REQ'D BETWEEN TRUSSES. (USE WATERPROOF PAINT) PT 4x4 POST SEE TYPICAL WALL 2x4 PT SCAB FASTEN TO PT 4x4 POST W/ 10D NAILS -2 ROWS STAGGERED 0 V O.C. —SEE FOUNDATION PLAN FOR DIMENSIONS AND REINFORCEMENT O304C PORCH DETAIL zoocTo6 SCALE: NTS va( arm SCJI-HEDULE (T'rP) SCHEDULE v , /N MINIMUM J -BOLT OR \ N X NON-BEARING, THEN WASHER SPACED PER N 4 114 ,° v4 20 PT SCAB l m (2) \x4 / 2x12 BEAM PT POST USP RT7A EA ° v 4 ,• , REQUIRED. TRUSS UNO (2) 2x12 HDR ONO USP NFM35xl2U UNO 1/2" GYPSUM SOFFIT BOARD SCREWED AT 6" O.C. TO TRUSSES. NO EXTRA BLOCKING REQ'D BETWEEN TRUSSES. (USE WATERPROOF PAINT) PT 4x4 POST SEE TYPICAL WALL 2x4 PT SCAB FASTEN TO PT 4x4 POST W/ 10D NAILS -2 ROWS STAGGERED 0 V O.C. —SEE FOUNDATION PLAN FOR DIMENSIONS AND REINFORCEMENT O304C PORCH DETAIL zoocTo6 SCALE: NTS GABLE END NOTE: GABLE END TRUSS CLOF GABLE TRUSS TRUSS STUDDED 24" 0/C FROM CENFER LINE TYPICAL (t 24" TYPICAL �L 24" TYPICAL 24" TYPICAL (L I II II T 1 I I •°• v-• A- ° I I 4 1 4. U ° •. °. ,° ; • 4. a U .. U ° 4 ° 4 ° ° ° SOLID POURED -4. 11 CONCRETE WALL' �� a . ° ° v 4 ° 4. 1225C GABLE END ATTACHMENT SCALE: �iTs------- (2) 2x8 FOR OPENINGS TO 5'-4 ion ),in rnp nQPmiNlr.� Tn W -W. SEE ELEV FACE NAIL FL LL JACK WITH 10d GI AT 12" O/C STA( MID HEIGHT BLK FOR WALLS OVE 10AFF �. E (01-0") 2 2X12 FOR OPENINGS >6'-6"; (�) va( arm SCJI-HEDULE (T'rP) SCHEDULE v , OF TRUSS. MINIMUM J -BOLT OR WEDGE ANCHOR WITH 2"0 4 ° NON-BEARING, THEN WASHER SPACED PER CONN SCHI,*,D; OTHERWISE 4 114 ,° v4 STRAPS, OR BOT. USE SHOT NAILS OR CUT NAILS f\T 48" 0/C ° v 4 ,• , REQUIRED. o8o1C BEARING FRAME CONCRE-FE WALL DETAIL 4 v' 4 EDGE OF TRUSS, REPAIR: (2) USP MSTA24 - 1/4"Ox2-3/4" TAPCON -� TO WALL W/ (7) 3/16"&' FAPGONS & TO FOR CONSrRIJCHON TRUSS PER MFGR SPECS. 'MAY USE 16" 4 ° 4 4. 471nnnr4, EA END OF HDR SCREWS AT 24" 0/C PROD. DEV. 4a MERCEDES v q 4 •: AND ENGINI E'MNG��.�:,.........- 4;° 06-15-01 zv MICHAEL I', tMELZER Y.E. 4 LICENSE {� F'E 41101 Melbourne, FL 32940 JACK STUD POURED. POURED . STUD CONCRETECONCRETE' USE (2) JACKS _J WALLS4 LLS4 !N NAILS FOR HDRS OVER ° x w GE 4 4 STRIPS. FASTEN TO , 5'-4" LONG V) SET CONCRETE WITH a FULL STUD ' 10d GUN NAILS 0 4 ° °4 44 12" 0/C, 17 GABLE END NOTE: GABLE END TRUSS CLOF GABLE TRUSS TRUSS STUDDED 24" 0/C FROM CENFER LINE TYPICAL (t 24" TYPICAL �L 24" TYPICAL 24" TYPICAL (L I II II T 1 I I •°• v-• A- ° I I 4 1 4. U ° •. °. ,° ; • 4. a U .. U ° 4 ° 4 ° ° ° SOLID POURED -4. 11 CONCRETE WALL' �� a . ° ° v 4 ° 4. 1225C GABLE END ATTACHMENT SCALE: �iTs------- (2) 2x8 FOR OPENINGS TO 5'-4 ion ),in rnp nQPmiNlr.� Tn W -W. SEE ELEV FACE NAIL FL LL JACK WITH 10d GI AT 12" O/C STA( MID HEIGHT BLK FOR WALLS OVE 10AFF �. E (01-0") 2 2X12 FOR OPENINGS >6'-6"; (�) va( arm SCJI-HEDULE (T'rP) SCHEDULE UNO ON PLAN OF TRUSS. MINIMUM J -BOLT OR WEDGE ANCHOR WITH 2"0 NOTE: IF WALL IS NON-BEARING, THEN WASHER SPACED PER CONN SCHI,*,D; OTHERWISE NO UPLIFT CLIPS, STRAPS, OR BOT. USE SHOT NAILS OR CUT NAILS f\T 48" 0/C PLATE BOLTS ARE REQUIRED. o8o1C BEARING FRAME CONCRE-FE WALL DETAIL DATE EDGE OF TRUSS, REPAIR: (2) USP MSTA24 - 1/4"Ox2-3/4" TAPCON -� TO WALL W/ (7) 3/16"&' FAPGONS & TO FOR CONSrRIJCHON TRUSS PER MFGR SPECS. 'MAY USE 16" ENO EA END OF HDR SCREWS AT 24" 0/C PROD. DEV. QS_177003WR_QG MERCEDES ARCIIIr1'ECTURAL AND ENGINI E'MNG��.�:,.........- SEIMCES 06-15-01 6905 North Wickharn Road MICHAEL I', tMELZER Y.E. Suite ��30% LICENSE {� F'E 41101 Melbourne, FL 32940 JACK STUD Phone: (32 1) 259-6972 STUD TO USE (2) JACKS !N NAILS FOR HDRS OVER GE RED 5'-4" LONG P.T. 2x FULL STUD I N 2x FRAMING SPF G #2 AT 16" 0/C NG USE 2x6 & MID � HT BLKNG BFWN STUDS OVER 10' UNO (SEE PLAN) 6" MAX USP SPTH `\ SEE CONN 'CITED 10 LL_ PT 2x4 CONT. I� ffI l� SEI:: FOUNDATION PLAN UPLIFT, IJSE 1 /2"4 x 10" 48" MAX. 6" FOR WALLS RESISTING�_ 9 DATE OF TRUSS. MINIMUM J -BOLT OR WEDGE ANCHOR WITH 2"0 NOTE: IF WALL IS NON-BEARING, THEN WASHER SPACED PER CONN SCHI,*,D; OTHERWISE NO UPLIFT CLIPS, STRAPS, OR BOT. USE SHOT NAILS OR CUT NAILS f\T 48" 0/C PLATE BOLTS ARE REQUIRED. o8o1C BEARING FRAME CONCRE-FE WALL DETAIL DATE v ° 4:. 6" CONCRETE WALL -- 4 a' 4 1x6 PT 4 . U L 10d GUN NAIL ° 1x4 PT v . v 1/2" DRYWALL --� 3/16" DIA. X 3" TAPCONS 0 24" 0/C 3/4" TUFF -R INSUL. - DOOR/SLIDER BUCK AND REBAR DETAIL SCALE: NTS SCALE: NTS h CONDITION #1: 9 DATE OF TRUSS. REPAIR: 4. CONDITION #2: STRAP IS 3/8"" TO 1-1/2" AWAY FROM 1/2" DRYWALL --� 3/16" DIA. X 3" TAPCONS 0 24" 0/C 3/4" TUFF -R INSUL. - DOOR/SLIDER BUCK AND REBAR DETAIL SCALE: NTS SCALE: NTS h CONDITION #1: SFRAP IS 0" TO 3/8" AWAY FROM EDGE DATE OF TRUSS. REPAIR: NO REPAIR NECESSARY. CONDITION #2: STRAP IS 3/8"" TO 1-1/2" AWAY FROM INITIAL RELEASE EDGE OF TRUSS. REPAIR: PLACE MAXIMUM 2x4 BLOCK BETWEEN 23JUNOF, TRUSS AND STRAP. BEND PER DETAIL PD AND NAIL 7-10d. CONDITION #3: STRAP IS MORE THAN 1-1/2" AWAY FROM DATE EDGE OF TRUSS, REPAIR: PER DETAIL SHOWN W/ USP RT16 ANCH 0 TO WALL W/ (7) 3/16"&' FAPGONS & TO FOR CONSrRIJCHON TRUSS PER MFGR SPECS. 'MAY USE 16" ENO TWST STRAP & (3) 1/4"x2° TAPCONS. 2x4 FLAT BLOCK AT 48" 0/C ANCH. UV/ (2) IOd GUN NAILS PER CONN. SEE 'TRUSS ENGINEERING FOR T -BRACING REFER TO GABLE END T -BRACING DETAIL PROVIDED WITH TRUSS ENC. USP HTA16 SPACED 24" 0/C (STAGGERED)- PLACE ONE INSIDE AT 48" 0/0 AND ONE OUTSIDE AT 48" Q/C COPYRIGHT 2005 All drawings, specifications and Copies the!eof are inslrurnente of service and remain the property of Mercedes Horses Inc. The reproduction or unauthorized useof these documents or any other project without written perrnlssion from Mercedes Homes Inc. Is strictly prohibited. 'This design is proteclad by federal copyright laws. MASTE R 1.1EVISIUt'�S REV DATE -- DESCT2IPTION BY F1 0 N1 E SQ 01 22DECO/t INITIAL RELEASE PD tMB 02 23JUNOF, CORE RELEASE PD r r REVISIONS STAIR`I' REVISIONS REV DATE DESCRIPTION FDY APP. 0 12JUN0/ISSUED FOR CONSrRIJCHON DAM ENO COMMON 2x NAILER 2x4 BLOCKII\;G OR 1 " UNISTRUT"" TRUSS (TYPICAL) C I_L (TYPICAL) —3/8" MIN ALL -THREAD 1/2" CYP N✓ITH 2" BOARD WASHERS T _ AHU (TYPICAL) (TYPICAL) ° -- -� #°(2) 50 Ib MIN DEAD LOADS HAVE PT 2x4s (T'rP) BEEN ADDED TO TRUSS BOTTOM CHORDS FOR WEIGHT OF AHU 1525 ATTIC AHU DETAIL 2,Ar'r�De SCALE: NTS PT 40 POST SHEATHINI (OP HONAL) SEE FLOORPLAN T LATH Q/ TEXTURED- • I I I I CEMENT FINISH I I I OVER SHEATHING I I I I I I I I I I I I I I I I I I I I FRAMED COLUMN OR PEDESTAL SEE FLOORPLAN FOR DIMENSIONS z I I 1/2"0 x 1O" ANCHOR BOLT (7" EMBED MIN) PT POST W/ PAU44 POST BASE (OPTIONAL) SEE FLOORPLAN L HT DOUBLE PT 2x4 BOTTOM PLATE 1" MINIMUM NAILING -� OVERLAP -SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT 0522 COLUMN BASE DETAIL za�EoSCALE: N FS �/� J� IV hG IHI-IiVIVJ hl LLr-'.JI I I-I\Vivi IV1- STANDARD REPAIRS FOR STRAP MISALIGNMENT APPLIES TO MULTIPLES AND CONSECUFIVE TRUSSES, AND MAY BE USED ON EIFHER SIDE OF WALL. STRAPRPRC.DWG 24APRO6 SCALE: NTS CITY OF SAN FORD C s F1 0 N1 E SQ VALENCIA PALIV4 Sr 1T\,UCr_1'URAL DETAILS BUTLEH ALKENS RESIDENCE SCALE (UN0): CDS ;uEEL NOT TO SCALL VOL -000084-07 )PAWN ©Y SCT N PROD. DEV. CORE WALLS: W CHECKED BY MATER H PROD. DEV. QS_177003WR_QG MERCEDES ARCIIIr1'ECTURAL AND ENGINI E'MNG��.�:,.........- SEIMCES 06-15-01 6905 North Wickharn Road MICHAEL I', tMELZER Y.E. Suite ��30% LICENSE {� F'E 41101 Melbourne, FL 32940 FOR STRIJCRJRAL OCRTIFICATION ONLY Phone: (32 1) 259-6972 - RFAC 011 TRUSS REACTION SUMMARY TRUSS REACTION SUMMARY 717U» REACTION SUMMARY sl C P- )41':'] F-,lli;rl I A1E:Ot'/1;, 2007 OI;i7:03rrn [BOC: VLP-01024.041 i2] CREATION DATE:06/15/2007 07:37:30arn [BOC: VLP-01024.04112 CREATION DATE:06 15 2007 07:37:30um [BOC: VLP-171024.,'4112] cRE7,FION DAFE:06/15/2007 07:37:.31arn RUI F?I-„CLi:,t;S LRE IN LBS TRUSS REACTIONS ARE IN LBS TRUSS REACTIONS ARE IN LBS _ IRUSS REACTIONS ARE IN LBS aln the _ P -G _ .: .- :rty C1 r, ., IcS rt., if, Trrt rF rr i r - -- a UtrrSe .l i rn,•rt ,r t r uro, c r,�tr r+t .. t y i 'I R )c)I I'R,(j `> B, 2� CT'(:8 ROOF TRUSS 'H101' QTY:1 '�/� ROOF TRUSS 'H6ACM' QTY:1 r, ' ROOF TRUSS r"16P' QTY:2 n'rc.r) Inc. ,tr,.uy c ,,r t,tr,j h; LE C `,TE: 06 /07/0 / `:-)PAN::_'-0-0 DEPTH:1 -4--3 11 1 0 'I. FILE DATE: 06/07/07 SPAN:40-0-0 DEPTH_5-4-3 H 6AC �FP'LE DATE: 06/07/07 SPAN:40-0-0 DEPTH:8-0-1 1 T I G � FILE DATE: 06/07/07 SPAN:16-0-0 DEPTHA -t1-.3 i / E 12 6 12 1i. �. i C = 02 23JlJ1.,-i6 - (.)_ �i�E L �� LL ,��L r .11-I 2 6 -- - - - -- � 0RE- - -- - - V I I) -AIL 2 23 19 1 2 - 0 1 2JUh,-J7 ULp F �f� C .rl >rI:I�C' i �� r. 11� Nr ___ f�10. ? .5 4 JOINT NO. 2 9 JOINT N0. 2 12 19 23 tCRA\ITY INT N0. 2 6 �hA\ 11'( (Lr `�) 1 t:>6 5.`, 39 GRAVITY (LBS) 1856 1856 GRAVITY (LBS) 455 761 2043 1360 (LBS)_ 777 777 - -- 1 j r , I --. _-( ) �r_-_-. (LBS) (LDS) ( c/ AllJlit).L.1J, �%Il Ul Lli I LbS 230 -7,,5 -37 UPLIFT LBS -686 -686 UPLIFT LBS -588 -702 -1068 -1599 ;FT LD5 -997 -997 Vl,t-I-Ulu2,,.0,1> 1 J j ROOF TRUSS 'BJ2P' QTY:2 / ��� ROOF TRUSS 'H10ACM' QTY: 1 ROOF TRUSS 'H81' (2 PLY) QTY:1 r � ROOF TRUSS '-r2V' OIY:3 _ Eleva.on�.tW" T FILE D1TE: 06 /07/0 / )PAN:"? -0-0 DEPTH: 1 -4-3 �` '� t (J-'ILE'` DATE: 06/07/07 SPAN:40-0-0 DEPTH:8-0-1 1 FILE DATE: 06/07/07 SPAN:40-0-0 DEPTH:4-4-3 '� FILE DATE: 06/07/07 SPAN:30- 10-0 DEPrH:8-0- 1 1 GI17.` B :,<:k �:in low J j (�ptilanr�l r itC:h� 1 I�I;;nr-J c _ _ 12 -=-- 6[l 2 6 1 2 �;�`_� F Oren 2 c \ 6 1 2 �\` 6 1 2 ter`: Q(2 2 I 2 19 1\1 0. ? - - JOINT No. 2 12 19 TRUSS PLY CONNECTION FASTENERS JOINT NO.,::14::-[7 11 _)l' VI IY (Lf3S) 1 E -i6 _ 5.LL` 3'_3 GRAVITY (LBS) 858 756 2326 2 -PLY TRUSS TO BE CONNECTED TOGETHER WITH 10D (0.131"X3") NAILS AS FOLLOWS: GRAVITY (LBS) 41 1 1 134 1 690 - - -_ lJi'UF I (LBS) -230 -_;.� -37 UPLIFT (LBS) -449 -436 -891 TOP CHORDS CONNECTED AS FOLLOWS: UF'LIFr (LBS) -28 -666 -926 -- - - - - 2 X 4- 1 ROW AT 0-9-0 OC, 2 X 6- 2 ROWS AT 0-9-0 OC. R )OF rF;U`_ S E3,_ 4 O `�Y: ROOF TRU TRUSS 'H 121 ' QTY: 1 BOTTOM CHORDS CONNECTED AS FOLLOWS: rf 2 A rte' )� !I[ � � �. � � � RQOF TRUSS '-r2VA' Q�rY:2 FILE D\TE: 06,/07/07 SPAN:4-0-0 DEPTH:2-4-3 FILE DFTE: 06/07/07 �PAN:40-0-0 DEPTH:6-4-3 FILE DATE: 06/C7/07 SPAN:30-10-0 DEPTI-1:8-0-11 I 2 X 4- 1 ROW AT 0-9-0 OC. WEBS CONNECTED AS FOLLOWS: J 1212 2 X 4 - 1 ROW AT 0-9-0 OC.6 19 7S I , l L' ROOF TRUSS 'BJ4P' OTY:2 L �) jar ROOF TRUSS 'H 12ACM' QTY:1 '�/� ROOF TRUSS 'H8ACM' QTY:1 �' ° '�a' ROOF TRUSS 'T2VGE' QTY:1 r •, ,,`• i l( � P FILE DATE: 06/07/0/ SPAN:4-0-0 DEPTH:2-4-3 jl II l 2.1A, Ll [DA FE: 06/07/07 SPAN:40-0-0 DEPTH:8-0-1 1 118AC 1LE DATE: 06/07/07 SPAN:38-10-0 DEPTH:8-0-1 1 2VG Vr E DATE: 06/07/07 SPAN:30-10-0 DEPTH:7-8-12 11�U.�.� llL.�l�,l� FJ 12 r PROJECT ADDNE` S: 6 12 = R00FTRU S LOADING; 6 1 2 6 1 2 6 12 ` F.:._ / ,. �}_=��. 6 1 2 WIND LOADING: 140 MPH Exp. "C" Enclosed - 6 1 2 / � TOP CHORD LIVE LOAD: 20 PSF .' 6 12 \ _ ��f . IOP CHORD DEAD LOAD: 7 P:,F 611 2 BOTTOM CHORD LIVE LOAD: OP SF vi ` ` BOTTOM CHORD DEAD LOAD: 10 PSF 24 19 12� 2 15 1 FLOOR RuSS LOADING .IF AF LICHBLF) 2 19 - 1 1 - - �- - - ' �' - - JOINT NO. _ 3 5 TOP cl!ORD LIVE LOAD: 4O PSF v -_ _ JOINT NO. 2 1 1 1 9 JOINT N0. 12 19 24 JOINT No. 2 1 1 15 TOP CHORD DEAD LOr°,D: 10 P ,F GRAVITY (LBS) 131 33 31 1 GRAVITY (LBS) 931 845 2068 GRAVITY (LBS) 746 2297 880 GRAVI rY (LBS) 459 1 1 14 1 742 BOTTOM CHORD LIVE LOAD: 0 P"�F I-> t---- r UPUF r (LBS) -194 -4.I -3 - 0 UPLIFT (LBS) -506 -51 1 -81 0 UPLIFT (LBS) -602 -1 249 -597 UPLIFT (LBS) -301 -642 -995 BOTroti1 CHORD DEAD LOAD; PSF i ROOF TRUSS '8,6' OTY:4 � L� � ROOF TRUSS 'H 1 41 ' QTY:2 J �' � ROOF TRUSS 'J6P' QTY:2 r ' � ROOF TRUSS 'T3V' QTY:2 3 14r40FES.dwg MEF 7 r a>7 FILE D\TE: 06/07/0/ SPAN:6-0-0 DEPTH:.3-4-3 FILE DATE: 06/07/07 SPAN:40-0-0 DEPTH:7-4-3 FILE DATE: 06/07/07 SPAN:6-0-0 DEPTH:3-4--3 FILE DATE: 06/07/07 SPAN:19-8-0 DEPTH:5-3-3 > r > 1'I�US�� DESIGN�CUI�S'1'I�UC 1'�UN 1�F�','1•;S I 3 __ r~ 1. ALL PERMANEN f BRACING SHr,LL BE PLi� BCM -ES I 6 12 ` 3 -� SUMMARY SHEET PROVIDED W/TRUSS DELIVERY PKC 6 12 6 12 ���:- 6 "12 2. BOTTOM CHORD LATERAL BRACING REOUiREMEIJS ARE MET WITH RIGID CEILING DIRECTLY APPLILD 3. TRUSS DESIGN SOFTWARE IS MIFEK VER'iION 6.5 �2 4 �- 2 q--� WHEN BRACING IS REQUIRED IT WILL APPEAR AS_S'ri0�^.N u 2 g 2 6 } _> -_ b \ ROOF TRUSS 'CE P' 01-Y:2 �'� �� ROOF T-RUSS 'H 1 61 ' Q'r\(:2 ROOF TRUSS 'J6RP' QTY:3 rl 4LE ROOF TRUSS '-F3VGE' QTY: 1 ��rl'i�WSS LAYOUT & 1'EJ CTION ttf\v1', uv,'r,N BILE DATE. 06/07/07 SF'AI�1;r_-5-1 DEPTH:3-3-15 FILE D/TE: 06/0//07 SPAN:40-0-0 DEPTII:8-4-3 e FILE DATE: 06/07/07 SPAN:6-0-0 DEPTH:3-4-3 DATE: 06/C 7/07 .,rAN:l9-8-0 DEPTII:1-11-4 J - ��-- kt,V1EWE1) 1N C,OUPl,,' A't'1UN 11'Cfll. 3 SPACE' COA:S" 't'lJJSS, / -- 6 [1-2 6 12 / - 6 1 2 -r- �. � I' , • INC., I 2- \ FJ 1 2 = r 1,1 LU 1� h I `l E D v, . o � C) 1 2 `__6 1 2 \; la - `1'1`1'USVILLE, I'L01�IU,� 3''7"d0 f 5 `! 2 q u- 1 P 1 I 0 N r,' o ! 2 20 18 15 1 2'J EST. 19W) I� tax: (::5 i) 6'J 75,1-, c� 2 7 - _ THIS STRUCTURE IS TO BE DESIGNED AT iIIE WIND SPEED o JOINT N0. 2 4 JOINT N0. 2 7 JOINT N0. 2 3 4 JOINT NO. 2 12 15 18 20 AND PRESSURES SHOWN CN THE T1 SHEET AS A MINIMUM. IF " GRAVITY (LBS) 382 204 308 GRAVITY (LBS) 1856 1856 GRAVITY LBS 339 195 115 GRAVITY LESS 207 207 "185 324 32 "1 (LBS) (LBS) _ IS ACCEPTABLE TO THE ENGINEER OF RECORD 10 HAVE THE ROOF - UPLIFT (LBS) -523 -294 -395 UPLIFT (LBS) -769 -769 UPLIFT (LBS) -41 1 -296 -109 UPLIFT (LBS) -89 --100 -100 -123 -178 SYSTEM AND CONNECTORS DESIGNFD AT A HICHM tAIND SPEED I( ( lUSSSS AND/OR WITH MORE CONSERVATIVE PRESSURE COLFFICIENFS, is FILE D/ -,TE: 06�JOOj/07lJSPAN:c 5-C1rDEPTH:3-3-15 �� �L FILE DATE: 06/07/07 SPANI:40-0-0 DEPTH:9-4-3 �� FILE DATE: 06/07/07ROOF USPAN 8 -OT 01 DEPTH:4-4-0 Y 4.241-1`5- 6 ` 4 , Ij 6(12 -� 12 12 C TY O� )' SANf ORD / �yj 1T� - 0 , JOINT NO. _2 4 5_ JOINT No. 2 9 JOINT N0. 2 4 5 C-) GRAVITY ;LBS) 382 _204 308 GRAVITY (LBS) 1856 1856 GRAVITY (LBS) 460 116 190 UPLIFT (LBS) -523 -2r,,4 -395 UPLIFT (LBS) -790 -790 UPLIFT (LBS) -352 -134 -193 �/J L1 I 4 L 4 - - W 1 1 ,l N C I L� d, Z� L1Yd r7 f l 1( 1 r- , -..1 I �) R'JOF TRIJ`�1S 'C,-8 OT�(:2 � -� � � 1 ROOF TRUSS 'H616P' QTY:1 ROOF TRUSS 'T1' QTY:6 � �� �J� � � , , t r'-1 �' a FILE DA! E: 06/ J 7/07 "PAN: 1 1 -3-0 DEPTH:4 -3-1 5 "'� �ILE DATE: 06/07/07 SPAN:1 6-0-0 DEPTH:3-4-3 FILE DATE: 06/07/07 SPAN:40-0-0 DEPTH:10-4-3 , r„� �, ,� �`��� l '� LL.� I .24F 2 � 6 1 2 ���\ � 1 2 SCnr E (ur�U); CD° H tirLLf: r� _ 612 612 1/4" - 1'-U" VOL,-ODUOtS�I-t)"l ' ' 11 �> ``-- ora.Yr, BY Scr y L l n 11ROD. DEV. COMET' � 5 _ CHECKED BY MASFER C=+ J na�LS: d 2 g_' PROD. UD. 1)1sV. QS-177003WH_(lt) yrj c) 1�'1 L l� C ; 0 L;5 ENGINEER tie,Cokl) f�ND LJ l'1tUSS SY4S'1'EIMS EINGIN1:ER APC1-ll'l'EC'1'UPA1, ; E\ND h;NGI.NEEklINC. -' , „'�"' .. SERVICE 00-15-u7 6905 North Wickham Rood MICHAEL Y. t�1E1,7.EE 1). E. Suite #307 0 LICENSE # PE 41101 Melbourne, FL 32940 -J Phone: (321) 2.59-6972 FOR STRUCTURAL CERIIHCAFION ONLY c JOIN I N0. 2 � 3 � JOINT N0. 2 8 JOINT N0. 2 1 2 JOINT NO. 1 7 t -W21 -0c) Gr�AVI r'((LBS) 252z1 75 GRAM-rY (LBS) 1856 1856 GRAVITY (LBS) 4125 4125 GRAV1-rY (LBS) 41 1 1 134IJPUFT (LBS) -321 i,184 -71 UPLIFT (LBS) -717 -717 UPLIFT (LBS) -3435 -3435 UPLIFT LBS) -248 -66F, JOINT N0. 2 4 JOINT N0. 2 8 JOINT N0. 2 3 4 JGINT N0. - 2 LRI� ",F�AVITY 2 ' 4 6 531 � 364 558 195 115 JOINT N0. 2 5 1350 1856 JOINT N0. 2 8 GRAVITY (LBS) 1350 115 (LBS) ! GRA�,'rrY (LBS) 1 191UPLIF�r (LBS) 339 GRAVI�rY (LBS) "1856 GRAVITY (LBS) 338196 UPLIFT (LBS) -�111-296-"109 -809 UPLIFT (LBS) -744 -744 UPLIFT (LBS) -410 -297 -109 UPLFT (LBS) -4�E3 JOINT N0. GRAVITY (LBS) 2 ' 4 6 531 � 364 558 JOINT N0. 2 5 1350 JOINT N0. 2 8 GRAVITY (LBS) 1350 GRAVITY (LBS) 1856 1856 UPLIFT (LBS) -370 It 515 -380 UPLIFT (LBS) -1520 -1520 UPLIFT (LBS) -809 -809 �mr