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HomeMy WebLinkAboutRevision Truss Wind Load Calculation. JJ 1 •I j�W pa i s� ■ � M1 � - •ICI 1� 1• Jd ow SEC01V,0 AL 00,1?AEAA!/NG/'LA/V 8C•4LE: 3/I6"■ 1'-®" NOTE: ALL 1ST FLOOR CM WALLS - S ! 1611 OX NSTALL INROD ACCEMANCE WTN M"W-OAPE P= STUCCO o N APPROVAL ACCIWtANCE No. 61-aio6,s I•ae A "4r% care eL MR1cIc D GIN-S PO6TO1' OR X WLM -014W MR [AL I I EMERIOR DOOR 6TUCc0 ON PMT04 M SWALL ME FWT IIWWANT. SOCIJAE DOOR JAMB TO WOOD CONC MLocX CA LKINS W= W 4 MN Or 2-6d k MNW NAILS SPAC'L•P MAX Ur" VIC AND ON 80IW SIDES OF ll ALL IrNGiEB AC WPM RATE W 42O W WIT 6V TAP CON A6 MR PROPIJCT APPROVAL TFMW puCMK A6 FM 1"x4' M.T. PATJRNM CONE. 2•x F.T. WOOD MCK W/ PRODUCT APPROVAL 111426 PRYWAL.L V4.4 x2 Vl" TAPCON6 WJ MN. IMMO'!W CANT. 20k RT. WOOD MUCK W/ OF I Lie NTO CONC. COL OR PIL LOP UK IA4"4�x/�2 W1 TAPC ON6 UV MN. Eh ON211 rT WOOD CAGNDE S 61-60 WI4 LAIMM SPACNM • W OMIL4a 61-60 WDE 4 SMALLL•R SFACNM • 12m = ID.T.IUIRIlNM CF 1 Mi" KrO CCNC, COL OR FILLED MLIC 014" PR'1'WALL 6'-6" WDE r LA190ER SFACNM • I6" OVC. 61-6" WDE r SMALLER SPACNM • 12" O/C PT04M SMALL °E U=OW BUCK DrT` DOOR JAMB DETAIL MOT I 71w. SCAM WWwr-O' SC:4LJti W4'0-0 W)WO CONC COL W14-M 1"• TRM COM; vERi 8 n 'TWS . 12. cc STUCCO ON SLIDND QL4" DOOR CAM.KM a► MEAD CONC BLOCK WIT TAP CON TIM MUCK AS PW FRODIJC.'T APPROVAL GtARABE DOOR wA ACK N AOOORDArk:t WITH METRO- PADE PRODUCT APPROVAL NOM ACCEPTANCE I" W-IWL"L A"TENEIM 61 W" ME NOT IN ACCORDANM W"M METRO- PAM PRODUCT A'F14OVAL R1=61S1E1 . S'nx=O ON AC>CEFTANCE NO.-®DI63: CONT. 2"x R7 WOOD VJCK 1W CONC OLOQK 4 I'x2" Rt FIJRRWM V44 x2 V7" TAPOON6 MV MN. I&IMM 11°1T F'OUPD � 2"xA°• P.T. WOOD MUCK ANCWORED MVO" DRYMJV4LL OF i I/7" NTO CONC COI.. OR FILLED MLK. TO FAD COL" MV 6'-6" WE1 L/4PUM SPACNM • IS" O/G. V4"4x3" TAIWO" • G" OM^ MAX 6°-6" BKALLER SFACNM • O• CC 6TAdWNW, 4" MAX PM I EA. END MIV SLIDINCa QLASS I"4 IIL4SFL!IM 4 1 I/7" MMr , tYT! DOOR BUCK DETAIL SaALE= W41■I'-o" r&ARACkE DOOR JAM DMIAL I Or.SLE. W46-r-W NOTE: FR°AMEI k;1W TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE SEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. wmDow/DocR 4 GAR,4Gr= DOOR 5UCK DETAA1 9 Ic EA 4� 9t1 MR 1111•�i1'�-Iltllll� •Nlllll�lllli� � _ Le _ ci�l�ln�ill�im:� _ OF! T5­2 0 IC .. ....... _ ,_ -. 17 Js_ -"J - -.. -Tmmam t '. �IIIIIIIIIIIIIIII�' 71-11 Li _ � H� I F ® E _ — 1111��INIIIIIh I © ` ©. •ice r � , • �_�� - i F/ -. �©, =1 J� IINIIIIIIIIIIIIIIIIC ��� _�IIIINIIIIHIII:11�111��' r Tfi�llr'OFLO'G7,1?,F/'A/1�111VCy LAW SCALE= 3AI6"■1'-0" NOTE: ALL 2ND FLOOR CM WALLS - 'S • 3211 O/C a] L_J 11 y w \__ SEIE &S-2 ff L FFRA 1/VCi'LAYV' SCALE: 3/16 °, P-®" NOTE:.: FLOOR C; k 1 +v - - 12 r ". NO �1- C C Ellm i NOTE: ONLY ONE 4T14 FLOOR CM WALL - 45 ® 3211 01r, Lwy THESE PAAj NS REQUIRE 8V rQ ANV CO DPO ,ED �ty0 MAYBENEC YElEI AlNsp pRECTION RK Ld81 CaMPLyW1r `LAPp O�)ER 70 THAT CODE, ST. LUCIE COUNTY BUILDING DIVISION REVIEW FOR C REVIEWED DATE ---- �P A S D ERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE AGSTEN ENGINEERING INC. 7601 N. Federal Hwy. Suite 205-B Boca Raton, FL 33487 (561) 997-4091 (561) 997-5863 fax FE 43205 HH 8340 1 10 w % own x 60 umxw NELSON STIDS6 r 3Z SEAM ILEV. ■ q ' n HOOK Tft TO .'SACK OF OEAM GIL V 01"" WAIN. OEYOND �s TEe ®L2• o/C ri,eN GP.Aps snow CREFl:Ie TO PiLr L.AYOJT) IEXIEND I111IE"NOR91•ENTS 1&• INTO dRAtyE DlAM TYPICAL 165 DIRK AUGER -CART P1'1AKM1'R PILE NTS ZM SHORT WAY 445 LONG WAY EbC4-4 LAY ® u TOP 4 150T. r—————————— —,---� . I e Ia I L � : ra I-- ------- —J —+ —J 1°-3■ 3°-B° 1°-3■ 1"=3"Lt'-3' —E DOUBLE PILE CAP SiNGLE PILE CAP (DPC) (SPC) FILE CAP DETAILS USIE 6916•xiti• R W (4) &TLiPB FOR &mx6Wx%W L ". OR Cbxb CHAN NM (SET: WAP-2) / %468 � a LOCALLY DPW M W-AM Q' 15Y 24' 1& �1028 GAP (144W JIMCnfNIA -A FFO�RyALLL 6TMLL O�EAM�/T.�O�� Q C 0NCFRr 1 G 1 ICI FOR f./ W'S. OSTEEL BEAM/GONG.. CONNECTION &CALL+ N.TA OSECTION SCALE/ VITA HEWN SLATS -01 ELEV. FIT DETAIL SCAM MT.& F. GLAD -0-V FF 0 Iv►'irep' %' SMIM PLATE W I i-#I64 x61.06 BEADLE 871106. 0 COLUMN SCHEDULE MARK SM Paw. TIES ft " &G Bpi- CONC, COL. 2 % Am. 43 W ANWINS, • v O/C. 6C2 o"x12' CONC. COL- 4 % YEW 9 TWS* 10" = bC4 6•xI6- CONC. COL. 1 *Xr 2*' C:R4C COL 4 % YEW. 10 Ii VI:RT. 03 TL•6 ,111 6. O/C Is T" - LO• CAC SC& 6,60m, COVG COL 4 % VORT. -3 TM - Sr On PILE NOTES A N911CAST CONCFWM MM mm SHALL BE POIOID TO PROPER ELEVAT11" ALLOWING A MNMM OF 20 CF i•ILE STEEL TO PRDJNCT INTO CAP& AND GRAC f BEAM. ALL P U WOW SMALL OE DONE AGCO CONCI: WTH 412 OhFENDATON6 FOR 011184 4, MANPACTU r- AND NSTALLATiON or CCNMTE Pi W NO.10-M N AC:I a43R-Tlt'SO,I Mn VIA! 1 HAVE " SFWPRD CANWf1NGi CAPAC Y. AICil5 MT CONCRETE PILIN 6"LL BE MADE WIT14 A CONCRETE MIX MOM BY A RECOdNIM TESTING LABORATORi' TO ATTAIN A &lMftTH OF MW PSI N 26 DAY& WIN A MNPIJM 60 SLUMP, BALCONY AND EXTERIOR STAIR CONCRETE: NOTES L COTE STR MTH 18 4MV iV AT 26 DAY& 2. &LAD TH{iCIQL!&&I SEE PLANET, 61 F NOT NOTED O1HlJlm 3. C014G1RE1E C:01NER ON MERfOR 6T14L+ BOTTOM! 1 VI- 4; C04CFEM COVER ON DQEiW R 871101 I Ir!-EIWN TO 1 W4• MAX L!!EO'h D. TIIMMTGM& 0 % AT V Or. UND. RLNNNG PElMDICtLAR TO THE MAN SMIL 6. ADD BORAI. 49CT4• TO CO CIIETE PER MANLPACRl4Rb RIEr,0" i3ATlON TO INHIBIT CORROSION. 1" iASONRY WALL NOTES • o/AyAw►z�c REMFa10CAl's a" INTO POURED ELEMENTS AND ARI m E cmw 2. KACM CM I ADJAC W TO ANY EXTERIOR WALL OFS M3. IW REPFORCm Aa CALLED FOR Gim r CELL I"f4 wff 3. PLACE CM I AT ALL COMM 30 0 MA GRt7U I MFGRC♦:D CELI.B 04411 DE M.U= RM NOTES WIND LCAD6 "A" -70 / +62 -56 / +52 licit -66 / 60 "Eli -59 / +47 NF"' -61 / +41 "G" -54/ +46 "Nit -49 / 445 A. (2) 2x8 LEDGER B. 5ie" a W.A. 0 16" O/C W/ 4" EMBED INTO T8 C. (2) 2x4 LEDGER - FIRST 2x4 TO MAS. W/ 1 " x3�2" TAPCONS tv 12" O/C, SECOND 2x4 W/ WNAILS a 6" �/C D. SIMPSON A35 CLiP WI(3) Sd NAILS EACH FACE E. (1) 2x4 LEDGER W/114" 4 31,2" TAPCONS a 8" O/C TO TB F. 8d NAILS 6 4" O/C THRU DECKING TO 2x4 NAILER SECTION PERPENDICULAR (D3 LEDGER DETAIL SCALP-. N.T.S. SECTION PARALLEL OLEDGER DETAIL SCALE. N.T.& TYPICAL CVNC_ OLIO WLL TYFMCAL ICOF CONSTWICTIOM P.T. LICOM - SB FLAN- W/ U41 TNIrAI=.ROD& (OR'J' DOUR') i *a Or- MAX 1111128 WASHlRS o Mmr@ D S- MN. NAO dMIT FILLED MASS LEDGERNAILER DETAIL FOR JACKS TO MAS. WALL GC+1iLJ•.I N.T.S. 4 GRADE SEAM 6CHEDULE PilYlk x 19"ATION AT TOP OF dd f T T T U TOP MID M 03-1 M24 -r-o• OF # 60 Ft NAM (3) +i - !!l •l 0 a• T.O. 011-2 Waft *111110�111114 BFF ♦ 10 Fr. NAYD C3) &1(2) 40 (3) VI •0• to. 00-3 f a4 -2'-V FJT I a KV FT. NAM eW -T 41i (3) 01 ® r -w 611" IW4 -2°-P 13T • ILO FT. NA (W +1 4 % (3) 01 ® S• TO. CJI" NOT USED INDICATES *9 DIAMIm ALJSEgAST PLLE IIIV y 4 CAGE 0- (b) % VW. UM Tft . Q• OC FNL.L rArN CF !'LE EST LENGTH O 30 Fr PELF CAOAC1iY CE 3b TOTS a Dorm T TOP E,C (60 MONS DWA ANU M MID-DEPii'I DA213 (O.L-) I.P. Ne a FACE OF. OPSM FACE U- N" LAYER OJ-. OJT&M LAYER H WORLONTAL L v FA ANWoAL EACH WAY TOMP. TI *4VATURl2 (PLACED TRANVi•m TO MAJOR R1I FOC✓N W RE iNFG. MAR< LEGEND FF41MING NOTES TINE 119M LAYOUT SHIN 04 TINS S M IS SGN SUT1C N I"ImEJ•I emk TiEFFORiN& somaTpImm H46 am MOM UmER'11l6SUMRION THAT TILE Ny 4mm am" 64MI NU G.OSIg Y4N 44A MAL "a CESkiOM LAYOUT. TIES 41R INNS SCa41lDIM3=M OF TRA ft i 4 M &T. 994IRINEI) MIRM NIC,IW EE MODM ONLY AMM O rAiNN3 PDO'ISSIOIIIfY 1 THE M" NROFEO@kX& OF INC= 040INLET R1:VV N MW= G4 MAID AUT IMM FINAL SIGM AND 010 90#4OW TRIfI& DBSm L'Jf3T a SIEN'IIN'iLFD t0 iHlb OFIc FOIR IikVNEI A& PAR C4ENEIP14L NID'f ESQ TilES DEII94 AND Ofm OF RAG! SYSTIM O Db61m FAR BOiH IFIOSITM AW tmA71VE PREILInI. 7119ft =WM N7<IlIRO► W ALL TRII6110 MISS Cl%#0CT10* AS PART O*IPpTi ! p VIAL III1i4 9d Y. a Q�C 4 JONIB� ii OYC N!� NI4L Ii'BR MM ASSOCIATION SFEOli. ArM TNRaM aw Cox FLYILO00. ALL SEF.ATiN3 Ors' CC MYOOOD. ALL SHFAMNS NAILAd NALS a 4. O/C JOINTS AND ®'I' O/C FIELD. S/RDER TRUSS !SEE FRAMING PLAN) (3) 5/8" WEDGE ANC:H. (EMBEDMENT 5" MIN.) SOLID DCONC. FILLETHANG® 1/4" STL. SIDE PLATES R AL T. T14ROUGH BOLT D SEE SCHED. SHEET 8-6 to F BUCKET DETAIL SCALE- NTO CTION OVER GARAGE SE- RTA i14" STL. PL. 2- 8" 12" Nd) I'-6' AFF LB'-0• AI* GENERAL NOTES: I. C"MjCtION 814ALL FOLLOW'FLORIDA BUILDMG CODE 2001- AS ADOPTED BY MARTIN COUNTY AND ALL APPL I Ai ENDMENT9. ). BUILDER &--ALL CO-ORDMATE ALL Till: WOW OF ALL 3- BUILM SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JO981TE PRiOR TO STARTING ANY WORK AND NOTIFY ENGINEER IN WRITING IN7MEDIATELY OR THE BUiUV R SHALL ACCEPT FULL ftmmasmrr FOR ANY ERRORS OR OMISSIONS. Do NOT SCALE pRAmra SUBMIT MMI-IM TNRIEE (3) COPIES OF SHOP VRAWWxe AS REQWRED. ALOW ONE WEEK FROM DATE OF RECEIPT FOR REVIEUL 5. 19ULDER 18 RESPONSIBLE FOR ADSQ ATE 19RACI4G OF 8TRZMAL OR NON-STRUC.TU ,AL MIE1` DURING CONSTRUCTION. 6. REINFORCING STEEL SHALL LEE LAPPED 49 BAR D►A. MM. UtiM SPLICED AND SH4LL BE WIRED TOGETHER. PROVIDE GB CODER BARS SAME SiZE AS HORIZ BEAM REINFORCING AT OUTSIDE FACE LAP 4S BAR DIA. MM I- STRUCTURAL WOOD AND TIMBER FRAMING 344LL CowoRM To THE "TIMBER C.ONBTM=CN MANUAL,- AS PUBLIONM BY THE AtIg RICAN INSTITUTE OF TIMBER CONSTRUCTION. LIMBER SHALL BE SYP NOT OR arM-R A STRUCTURAL STEEL SHALL CONFORM TO THE AISC -SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' LATEST EDITION. MATERIALS 814ALL CONFORM To Tr•E APPLICABLE AbTM SPECFICATION AS FOLLOW& SNMPEB, PLATES, ANCHOR BOLTS - A 36 MACHINE BOLTS - A 325 RIBIJLAR - A500- GRADE a (46 KSV WELDED COND R,ICTIGN SHALL CO -ORN'i to TT$ AMERICAN MELDING SOCIETY 'STRJGTURAI. 110 DING CODE'. ELECTRODES FOR F:IM D AND &40p uELZO SHALL BE ABTA ABU ETOXX 0 TRIM M4N1FACTURER SHALL &WIT POUR (4) COPIES OF SHOP DR48JNG8 AND ENGINEERING C4LCW.AT►oN8, SIGNED AND SEALED 15Y A FLORIDA FW-16M ED ENGINEER. OF THEIR ROOF TRW DESIGN FOR APPROVAL FOR REVEW PRIOR TO FABRIC4TIO1 IL "NEER ACCEPTS No REBPION88911Ti7 FOR GRADE BEAMS, SLABS, FOOTINGS, AND OTTER STRLICMRAL ELEMENTS UNTIL REVIEW OF APPROVED TROS COMCIRETE FLOOFL AND OTHER SHOP DRAWIN38 SIGNED ED AND SEALED SY A FLORIDA REGISTERED EJ•IGINEER 12. CONCRETE 814ALL CONF'OFIM TO ASTM C54-97AND 814ALL HAVE 4000 P81 DIVE STRENGTi4 IN 29 DAYS. ALL CONCRETE WOW- 814ALL BE IN ACCORDANCE WITH AC:I 319-92 AND ACI MI-91 ALL C04CWM MASONRY WORK SHALL. BE IN ACCORDANCE WITH ACI 530-91 ft . a" psl 13_ MINIMM CONCRETE COVER OVER REINFORCING 814ALL BE: SLABS ON VAPOR BARRIER - 314' BEAMS AND COLIl'N8 - 1 &2, FORMED CONCRETE BELOW GRADE - 2' LWOR ED CONCRETE BELOW GRADE - 3" Noy REINFORCING STEEL: GRADE 60 (FY■60m0) ASTM A6b, B- PLACING DRAWINGS ON BAR LISTS SHALL CONFORM To ACTS t%NIAL OF STANDARD PRACTICE FOR DETAILING REUFORCLD cagcFE E CO,187RUcTION- AS PLSSL04ED BY THE COTE REINFORCM3 STEEL 1148T1TllTE UNLESS NOTED On-eWeE V, DETAIL OF C04CWM REINFORCEMENT 814ALL BE IN ACCCIRDANCE WITH 'THE MANUAL OF STANDARD PRACTICE FOR REW-ORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCW STEEL INSTI UTE LW.E88 NOTED OTHERWISE 11, ADEQUATE VERTICAL. AND HORIZONTAL 814ORINS SHALL BE PROVIDED To SAFELY SUPPORT ALL LOADS DIJRMG CONSTRUCTIO L u . CONCRETE FOR 6' REUFORCED BALCONY &HALL HAVE 'Boras RCN' OR EQUIVALENT CORROSION IN4I13ITOR ADDITIVE PER M44FACMMRS RE ATION& ra . ALL CONCRETE 814ALL HAVE BUFERPLASTIC►ZE R ADDED FOR ABASED WORKAall-I Y AND PREVENTION OF REINFORCING STEM. CORM81ON Zd NOTE To STEEL DETAILER,FAIMC4TOM HOOP SIZE ON GRAvE BEAMS SHALL. BE CALCULATED AB FOLLOWS- 14, RECESS PLUS Itg- COVER AT TOP. 3'. PLUS 3' COVER AT BOTTOM (81EEL WiLL REST ON PILE) - 6°. 24'GB- 6- -, B- CAGM ALL CAGES NOT SIZED ACCORDINGLY BY N- 1' WILL BE REJECTED. CONTACT THIS OFFICE To DI OW To SALT PENEMATtOK 13EAM SCHEDULE NOTE L GMM= BOA•& *0 NIRPB SHMJ. IE PLACID AT tlD fIIJQ � CR TNJRoIIIILa1T ffDJ Oi<•AI1 M N)rA$D ON mm SCIi OAA NNW" 64U W TTFE G-3 WNLISS OTNII�II le, T-i TnIC'.il ONtl10AR l6lpb L ALL WM'1 fNWRC W) TOP D" SHALL = CONfNI= L AL TAIL' MAID O"K 90') iM1 Wvpt;NII SK4LL x OONTm= TNIIOiIIIL TE-EEAM ONLY: 4, DIROP 00,10" OF TIN WJ M AS MOM MD AT IWOM I WAX (W MAX) ADD 2-0 OOT10M P DICP Ix 'G."r. & TO WJM SCOXIII E WPM ARE MSNiI1 AIO MAY N NMAN D r TO FIT FLOCK II K 6, ALL AMM LAi9111 jM WM'1 peftIICN& SHALL MOM 6• raM'1I°i INTO m"aff LILIES OSEfwwNOw. 1 PUM TO @*EPdL NOW FAR NNOIM1 "ON OON MM AD erdi SF sW-4TIOD L 06W M W MR CCU"* * A30 lIE,Y'tb SHALL NLAVE 4SM/ FSI td'A-tIIIIIIIISIVE 911110 INIH AT AT 39 DAYS s A11a TE 90% OWL HAVE (4) d Tlld EACH WY a II• EE 0 C019m ADDflIO1LALLY, AT RAC R X BE ADD O) 6 W C ORM PAFS L76 • ETU a AfiS17 , PACK SEA• _ , © r 'L m ca �mvm .n� SPAN 1 SPRNI 2 SPAN 3 CANT'L 1/4 1/4 1/4• 1/4• 1/2 ST SI 52 82 82 END 8 IR TOP roP P 13AR _ 811I1. BAR 6"MIN. gam, B4R— s w. a4R4 END BAR END BAR _ I HOOPS OR S7iRRUPS 4?9PS OR 0RRIJPS SPACED FROM SPACED FROA( SUPP0f7 ME AS SCHEDULED AS SCHEDULED ENDING DfilkGRAM (FOR CAST IN PLACE COM','AE'-X BEAMS) o: b OIr Pfi6AFla6 N AD WIfON 1A� Q! HlrI1 M TO 76 W (4) ids' m*t TAP1701M MO MAL 70 MM Fm /QwmwLt PAiIld TO TM ON NllYplt aD1! R7R i6ALM64VRIIN WOOD. ® VIALS P= WO SUMPS AM I= NAM M, . I� w 2 r DESIGN DArk WIND SPEED: 140 �iPW (I SEC. C-46T) WIND MPORTANCE I®,4CTC>R IA BLDa CATS 11 WIND EXPOSURE: C� INTERNAL PRE6661R: C,OEI�: +l'- 0.18 COMPONENTS ANC: MADDING; SEE PLANS THESE PLANS AIJO AL! PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD iNSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. AGSTEN ENGINEERING INC.. 7601 N. Federal Bury. Suite 205-B Boca Raton, FL 33487 (561)997-4091 (561) 997-5863 lax PP; 43205 Ell 8340 2007 ALMMWrAW Imm TYPICAL WALL SECTION 411-61 APP low T53 pp 20 TYPICAL WALL SECTION SCALES N.T.B. 81'r@CN AN CLIP IAV 6 ftl NA" 9ACW PAM -x INLYWOM 16W Cv 1.11 10d HALO 0 4' JORM 4 61 am SECT ION AT FRAME WALL e GT SCALEs m 04CHM80 "m DAL TOP PLAIIIIII II1V 614POM GPM STRAP V (0) 16d NAIL* TO WW ,,1'* M AS M111- IW RMA RAW MM lad NALS 0 49 of WAddIPM 11-M 111111LAU TO TOP CHOM 011PWN &wn4 87PAP W (6) lad WAII-6 W 2 x & &W W"M WTH *TRAP OYM 80TWIMI FLA12 4 NALOP TO MM 111V (0) k9d MAL* =IV WRAM UNWR WP P NOCIIIIII&ARY EL. VARIES BOTTOM �R M C44011RD TF4*8 MARM 2x4 L9VGWt (HE PTL 4/6-2) CM WALL III -awl, -rob TYPISCALEs NCAT.S.L E%LCONY SECTION . 2*4 0JL00KIIiMI a 249 P.T. bd b*4 RAT 1%ft W-V oa H F44 om Nam Cm" MAC" tL IIIIIIIII WILT AT AD CLOW To A 46 P09AMM $1111 f" MTCW *4 "mm 0141,W OR GMAIM ,MASOtY GABLE END DETAIL Wt NINE -1 SECTION AT GARAGE DOOR SCAILEs N.T.S. 2MI L80CM (60 C)TL- 408-2) Pmlr COUPW op MA"W WITH CONCRETE Wo 41 UCM x 2" 01W NZYMAY 51 NON-W14P0Rj= MAN CA0NCpWM 6LAD ON BRAVE 1W 55 DEEP GALCM 0 bl O/C EACH WAY ('2b San PANKA MAX.) An 4.- *8# AUGUIRMAST I" W ALL WLKW OR CONT. PILE TIN414Ps TYALPICKTA.AL 8" FRANGIBLE WALL SECTION SCEs VIVArr WIM 4' P` 4- "W m4m him - ALL ?HM MX1* To of ASIM AjML - ALL GML 10LAI5* to = Am Amw - ALL 8MIcM "AMRMS To m mwj,. opt mrmt - V40 PLLRr ULD " ALL AMA C4*F9VrWW - ALL WXT MOM To ft Vr # PoR %41m # Wt.-N, - M48 6M MA72 4 t/2" VOILAM GT TO STL. COL. 5 SCALE, N.T.B. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY 1N ORDER TO COMPLY WITH ALL APPILiCASILX CODES, AGSTEN FNGTNEERING INC, 7601 N. Federal Hwy. Suite 205-B Boca Raton, FL 33487 (561) 997-4091 (561) 997-586, fax IIE41205 K38340 SCALE, oc-T ,0 MEIN T— t— C14 -N. to Q) tr ch Q) Ca Z" Q) IV