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3110-3160 Retreat View Cir (a)TIE BEAM O q1-4" A.F.F. CHECKED I6' DP. TIE BEAM O W-4• A.FF. J5y 1 4D PARTYWA[.L DATE IOA313 NOTE, ALL SQUARE FOOTAGE ' SHEET OALGULATION5 ARE TO T CENTERLINE OF L :.. L L Y /. ♦ I 1 V 1 S �' 1 V I L. 1\ 1\ 1 1 1 I L. 1 t TY IGS ARG PARTY VrALL. GAR. R : ,I . , . SCALE, I/4 1-0 t fiNI`� DETAIL O ` RE .WIND DESIGN PRESSURESSU FOR ALL WINDOWSWs ofNTE RW15ENOTDON PLA L INCLUDING TRANSOM EXTERIOR DOORS TS $TRUCTUE:MAB BEEN DE S UED TO DUNLE55OTHE MEET OR EXCEED THE doMPHMnHD LOAD , 5 GAE-0 r _ _ PSF _34.7 P f (UNLESS OTHERWISE NOTED) . REQUREMENT8 OF THE FLORIDA+25.9 004 8 ED. RESIDENTIAL UII.DINO CO DE, 2 �I r r i Ix i ,. ,.. .° .. L ,4 NO'TE� EL E G TR G Aa 0900M 2 E D N ; � � a _ • _L a b� .. slw•L EJ�G�'D A DMST. OF IY k OR WL, NOT G4 ALL RL��1 a4m.e1'3 , 6F Q PH , 1 I m . " I I , m 44 We MAX. KIi'C.A•QI Dual,ec io�1Tla=ts 1°r� RA WNJ.9� RLIG�f TV OR T11.E'PNONE TCD OUTL.CT CION I'OR AGLR'S• GO 1/. E N TR Y r of Di r f ._. '.. ,. ALL .I/+C.ISBIN roR nM cxe Hous caF+s TR11iGTION.` MUST AL QR UL RHTEO USE 1"r!1' �E a !. .. a , T B 1i1. TYPE. ALL !1A TTIQQOFI AND OUTLET'S O 1�1rtGFf34 ., :...TOR gg a , , :. . `.; TO U•.O°..�I7 TO MATGFI N5F1 BY C.EG CgNTRAG BE R(xl1Rffi7 TRK.N. YR1bAL TOR 'AFD EIRP (tA T® BY'ELEG CONTRAG � W �j DC O i .. i T ON HEIf5FfT5 ABOVE �+wSN I�LabR uN otISE Hor>;v NS TI AU:A r 8: , , , 1 ALKIN. F .t►rGKS is AFF.., , y n m "_N i i , L16FIT AFF:'•. RL�+GEi'T ACAf?S AFF . , � N Rl <; ., TELEVNSIbII 12 F. .+_ . , j O O0 p a TI T ON. -El.!!G GAh C,OIiTR/IG 1�R O C.OI'FORM Co.OR 1'E4.9°IiOI� PMENT IN4 ALLA TRI , �t �t V -j t17D S T tloN ►a,�+ a,►,ee TRAoes ALL caNclr � A►� eoulh+'+nrr INB ALLA -c0-o+avlru T } F TALLATION ANO. ERECTION. 7 � OR O AHRIGA GT5 PRI Tit a .. z C ,.,. , r V . A L,ONH.1 Ob 'TOR N 1 , tl . : P1210R T fNSTALLA TION HV O HVAG UNI G�OMFCTIONS WTN AG CONTRACTOR T TO VERIFY .74.1. T -Elr6G TtiIGN• GONTftAG OR ♦ IA t0 r DY POhlS't APD !IGOF1>BG TS TO EC AMPRAYC? LOC.Jd. F�'TIJZ GE.#IT!!RS al V r � , , I Off'.. �L� G T� G L T LOR 1fi� � ELEG PLAN ! ,TRIGAL , , 714 1-0 , 1 I4 SCALE,, �^ II II j II Y UNIT. (ENTRY L I • _ , H T • "AllN TR L CT lJ�R1-�C / UN T /� C NA E , „ DRAWN � r : , _ NNE TED. T E NTE1�G O G R TO K DETEG TO S NOTE: ALL S MO E O , , SEH - ocx y � , . PROTECTED T E Pik OTE S O RECEPTACLES PTAGLE B BEDROOM EG TE ALL BE D D CHECKED CE : a a _ _NO d UIT INTERRUPTER. B Y ARC—FAULT G RG Y w r • , „ , ,w DATE ,.. r; :-: .. ' . ., ;.gip,.. a, „• ' • GLI • - '.. .MIO G A R R. ., , , Q F , i , 6 k : , i " I Y F r , J t ; ! 1 r v r - , 7 _. r a x rf+r GKEt�D Y _ DRAWN r1s GONG 1'EAROG c� ALL ME FOa'fAfE NOTE 5A/ 7 GALGA.ATIGARE TO L I GO iTYP� CHECKED CNJ PARTYWALL N N 2 20 . MONOLITH G , Ox GONG i5y 3 -O 10/I3/3 FT T 5 6 HI/ GON TYP 4 .c 1 1 A L �1? .D I I , J ILL CELLS 50LID PV DRIP/SLOPE co c.3/4 NOTE: ALL AIR HANDLER UN 175 TOHAVE : : I I _._T___...__� A IDES 4 N LL 5 I CLEARANCE 4 (MIN) LE G ,. .. E ENCLOSE D THE ENCLOSURE O . GELLS50Li W -8-O X'IO O.H. H 6 AR. DR. , BE Iz WDE R THAN THE A PPL`I ANG .FILL .: .. HB I HB .. -O 41 -0 3 -•O-10'3 ..X. 43 -d 1 1 X 8 O -0 . :_T-4.,14'-0* _ 7 4 14 r , , . hI�LL -(::;?r- INL/ DRAWN c� ALL ME FOa'fAfE NOTE 5A/ GALGA.ATIGARE TO G E' OF ENT�RLtN CHECKED CNJ PARTYWALL i5y DATE 10/I3/3 '6'0x6'8 OF PANTY 560 i OF GMU WALL G.MUHALL ARTY t ! 42PM N •RAILING s In• MART \ ELEVATION E #4� ' S w�I (UN I T V) (ENTRY LEFT-OARAO E RI O HT) 1/4" - P-0" vD SLOPE FA.ASHIPI6 1 , j P.T. 2Jt10.101515 • 24• CV HrA 20-12 OR A£x144-Z *'05& ��pTTJ�OM OF x1T, NAILS) LOW v Ns MTA" m SECZ*V FLOOR LIPS 1 PT02 SYP T•Ib•04 r " W SAW. AI .lC T 2-X4• RI9BON PLOOR SYSTEM I .NOTE:. P.T. 2 XIO RIM JOIST 36" A� GUARDRAIL TO BE MIN. ROVE N . FIN15H FLOOR. r (W &ACV. NAILW (a VT T►m "MTS M D.6ALvJ HANDRAIL TO .COMPLY w/ FBG 311.5.6 TIE P.T.?X10 LEGE,ER • F1, PLaoR TRuSs AND TO BE 34" TO 38" ABOVE LEADING MAM EDGE OF TREAD. ALL'PIGKET5 TO BE 3 1/2"'APART (MAX) NOTE: USE 6ALV. NAILS HEADROO M.AT STAIRS- TO BE 6'-8" MIN. , . W EXT; P.T. YJCN�D. , • ' ^ ., PER P )ANW. STRUCTURAL LIVE LOAD @ STAIRS 40 P5F. xw •4 SEGVOI'`4 @. BALGOI `Y a . NOTE: ALL RAILS TO BE GON57RUGTED FOR A GONGENTRATED LOAD OF 200 Ibs. APPLIED • ANY\ 12 12 POINT d IN ANY DIRECTION F —16 12 2Xb RAFTERS PRE-EN6INEERT*b —� b 24" O.G. W/ H25 TRUSSES a 24 O.G. TO HEADER d (5EE TRU55 DRAWING5iHU526 HANGER TO LEDGER • 12 20'10" TOP - - - -- - --- 6 R -30 BLOWN IN5VLATION R -1q BATT a ALL HEEL KNEEWALLS --- --- - - - + 18'-8 3/4" A.F.F. - 2X6° LETD6ER TOP OF BR6. 12 3 • 20405H ' ; . TEMP (2) 2Xb HEADER W/ MA5TER 20405H ' GOVERED MT516 EA. END t0 . 4X4 P.T. POST BAT .. . .. fE�ROOM#2 BALCONY 4X4 P.T. WD PosT 2"X4" FRAME 42" HIGH RAILING 2"X4" FRAtME HALL W j PIGKETSRI�WALL. 3 /2 APART MAX. R -i l IN5UL. 6" DP. FLR. R-11 INSUL. 12 TRUSSES ® 4 24 O.G. + 10'-8.3/4" A.F.F. PIN. 2nd FL. - 'i NO. 5 IN P.G. a,"_ — + - .F.F. *TOP LINTELd TIE BERM (2) 2X12 Ol' BM,r FILL' 50LID W/ GONG. H . RAKE WAL ' P.G. ONLY WD. GAP _ REGE55ED ARCH . LINTEL Cft COL.. EWYONP CREr4 ROOM Gov. r G0VERED KITCHEN BEYOND - ENTRY 560 r ,. FOYER TEXTURED GEMENT •, , . 3'0x6'8 FINISH OVER GMU ENTRY (TYP). DOOR 0.0 FIN, ,FL R._ ? SEE FOUNDATION PLAN FOR , FOOTING SIZES d LOCATIONS i BUILDING SEGTIO l •, . r,,, .• 2 -RL, ELEV.$$ 4 UNIT n Dn (ENTRY LEFT_ OARAeE RIGHT) ' SCALE, 1/4" V -Oil , , e , , 1 i , a. r , , , , db v GHI H 1 h+ll , i G GL6 _ .�' . oPH I I � L J O y I , , 1. y y i p , I G. I I I � L J O y 1. y y i p , I zz U I NEG TE NOTE: ALL5M0 EDETEG DETECTORS S O B EINTERGO - a ._ TO BE PROTECTEDTFuTEDNQTEALLBE BEDROOM , S a I `E —FAULT T CIRCUIT UTER YAR � , \ N \ 8 o 1 m y - c3 cS d o r I Mf y , , • , �I?5T FLOOR �L�G Ai 5�GONU �L00REEGTRGALAN a 4 d 4 , I ,HLE 1/4" I-0 5GALE ,' 1 1. -. L�T_CAd HT) llIIFNTR ��IC II II , AGS IC HTNTRYLETY UNIT C AR DWG. NAM - EH6TEG '. DRA " „ 5E 00 t.H ,. C ECKED .� , ., .JSY DATE i 10/13/3 'SFLEET , . GAR. y 7 , 1 b :�.' 41..1•. .o..,.,... i , Y 1( r : t. I a , .4,,;,. ...., .. , 1 ,.. O 3/-, O-, ■. r81 -O M _ _ -0h _.. :rlv: •vl✓ ^:aNra r.:. - 1 a _ ; ,. :. OOTA6ENOTEIALL 5QAiE P l31 r •”�.^ �a i� 13T /3 V 0H /E \ 1 I 1 Y'i1V FLOOR_ S GONe IVIN v.r r O v. ■,„ 14 -0 I GALGUATIONS ARE TO CENTERLINE OF W • ' i _ , 4 17 " Sl 1 L 5TOT SRTIAL OJNDATI N TOTAL I2 q ' GAR. ,,m L` ,.._..—� , CELLS SO_ ro by AL4 SCALE, 1/4 / L Y _ ,,. :,. 0F1 ' I' L��TCA ACS RI � �RA � R�CHUNIT UNIT iENTRY L��T _-__.. _ N 3/4 DRIP & EXTERIOR DOORS s BEEN DESIGNED ioIssTuw► MEET ExceEDroIPIvnND LOAD 7 r ^_ I W GRACE5 5E AATED IN8LD LAYOUT GONG... : 5. SF 3 .7 � RED ,� ENT E 33 51< . , •. A r , GOVERFD PORGH. 53 5F _ ._.. ,. r , r -OX'1 O.O.H. 6 AR DR. b11 : l�� AA �}.-. SF SILL CELLS SOLID W HBLAG. , I I B ter} 4 ■ O 3/-, O-, ■. r81 -O M -0h ■ 4 IO -0TOTAL: 1 ■ 1 M �}�^• 15 OOTA6ENOTEIALL 5QAiE P l31 r •”�.^ �a i� 13T /3 V 0H /E .,, ■,„ 14 -0 ' O 4 GALGUATIONS ARE TO CENTERLINE OF W • ' , 4 17 WALL, Sl 1 L SRTIAL OJNDATI N P AIIN PARTIAL FIRST FLOOR GAR. ,,m , AL4 SCALE, 1/4 / L Y 0F1 ' I' L��TCA ACS RI � �RA � R�CHUNIT UNIT iENTRY L��T AND DESIGN PRESSURE INCLUDING TRANSOM OM & EXTERIOR DOORS s BEEN DESIGNED ioIssTuw► MEET ExceEDroIPIvnND LOAD 7 r ^_ I W GRACE5 5E AATED IN8LD LAYOUT W/�ARA S5SPARATE7N L7C.LAYI �U : 5. SF 3 .7 (UNLESS OTHERWISE REQUEENOFTHFl.ORPSF RESIDENTIAL CODE,ED. . A r , , r , : ,.: i , . ''..., ! ' , j I , : , : � il 1. , , . I I 11 .: . I � � , . I . .� I . , - . I � . 11 . I I I ,� I . I . , -I I . . . I � I . I 6' Oxb'8 ' " , I —I y I I . I i I " :11 I . , , I I I I I � � , I � I . I I I . I . I . . I I �� I .., . I I .1 , I � � I I � . . , I . , : , i �l � . ,�', , , . , ,,, , ,. I � : , I I : I " I I I I . WALL I I . . IJ I At : ,: , 1. I I I .,�: ,'.' I .1 .. .1 I � �, �',,, 11 ''I � I I %.,� ,I �� I . I . � � I I 1, I I . . I I I I I . � , 5 . ;� 11 I , I I I I I � . — I I � I , 2 I , , ,. I t " :., I 1. I I , , ,, , I I I I I . I I I . I I � i I I 11 1, I -- ; 1. � I I . . I 1, I I I I I . . I I . I 1 I I I I I I I I I I � I I . ,.: i , . ''..., ! ' , j I , : , : � il 1. , , . I I 11 .: . I � � , . I . .� I . , - . I � . 11 . I I I ,� I . I . , -I I . . . I � I . I 6' Oxb'8 � I I I } I —I . I CL OF R'1" r` OF ARTY f ., �: A r.. , I 11 ' .. , , ._ WALL - - � I I : ,: , 1. I I I .,�: ,'.' I .1 .. .1 I � �, �',,, 11 ''I � I I %.,� •. I REAR ELEVATION �" ... . , ;-'l .; 11 1-�� I - - : � I.. _ � I . '�-�i, . 1. .,, ., , �- I . I . I I , , 1. � sI. 1. � X MATER AL .� T FT- ARAOE SUN I T G) (ENTRY L O J/4" _ I'-011 RIOH1 . ., :. , , 1. 1.! , . y R FRO RISERS GUT ,;: . , .11 ;, • , . ,, . . . , O OF PLAN ELEV. . Y , 1 . , . ,,•' ,: . 1 . _ 2, L • G t i 0 _ T I ALE � -o .,� t , „ ELEV. #3'(ENTRY RA � � YLE � C RG T " , , , ;. ;- u I t SCALE t/2 —O O� M .CL • , 1�1. ..2 �.� •. ,;. �j R a,• , ,_ 1 +,"oll ' .. i.Y 1, , • Y. .,. OF i ... , ,.. f .: ;. .. , ,. , r . SEE DE THIS S Tfl t1CTI1R E HAS IG11ED y .. 1r t + . �� : „ . _ � , (� ` .'t 4 En w. '+• ',. - , i , 4 , ( ► y ls., A4 il . Y' • RE tJIR AAENTS O FTHE LQ , ,� . .. t i 1 . - 1. ,� � , ,11 , - A"t g; ^a ,,� , -1.1"". '� i ,, -' ,: Pj I ,,' - , • , ,` I , I „t.. '7 • 4 2 ;' .:. ...1. 1. �. . �. ; , . 61 ., r .a ,f '. ',,, ', r ,. , ., 'i 7, , i..S ' w; r r , " , . ,� , y .. , ,,11 I .... , d. .: ,,.. .. ., .': ,r ` 1 i y • �, �,11 � i, , ,. e + °;`L ,: t - , i! r,, .. , .. , ll� I .1' i' I • . �; L •. + -. �.; 1 il "7 , _ C� t.1' I—.�.R�Y--I , +, ^ IT ` Y, '.,; 6 r" M 12 , I'll6 ,. ' PRE- C71NEERED YID--- EN �"� . + TRU55E5 � 24" O.G. 12 `.;� . (SEE TRUSS DRAHINC-6), a b 6 - ,.1 11 _ ..:1.1 SHINCL..ES - ,, Y ., . 12 R-30 BLOWN: INSULATION ' ; • ^, � .6 - R-Iq BATT � ALL 11 -KNEEWALLS: . ` ; .r . - + 18'-8 3/4" A.F.F, - - TOP O7^ BR6. . , M " . " M 2X4 FRAME , �. ,, WALL WALL , !j" " k 20 'r y '• r :. „ TEMP. , ^ , G LOSE ', , „ , i „; M, STET W..G. B T 2 ED # 305 QM 2 . 11 �i1.I'l �► T (ECEss) ,. , i1 '1 R NSUL. '.. . I6 DP. fLR. R -I I INSUL. • � , i , "' ,: , � ., . • \ �I f, 11 _ J11 TRL*SE 24' O.G. F 12 12 �4 �� + d0.'-8 3 4" APP * 11 R15ER5 `AT 751 E, 1.�T.'': 'I 11 -'14 — — - — Ib TREADS 1,'', .111, 1� " : %�' ,� - . I ,IN. 1` — -�� %,, . 11 .I I'll � 2nd FL. TREAD DEPTH q25" 1 + q —4 _A.F.F. " � V. i XI PC ONLY TOP OF BM � . • , " ' " LINTEL Q. TIE BMI. ' � : PILL 5OLI1�'YJ/ . ; . •11,1:1. H• . l� RECESSED ARCH LINTEL q.: � 1100:NCY' RGH CcRE T R M QD . 1. -1 GOVER•E C — KITCHEN BE'tTOND 11 IENTRY / PORQH 11 , 5� , I :L"", "," , '� I , 1— , I I I —OY� 3'0x6' Y TEXTUR)"D GEMENT DOOR FINISH OVER CMU (TYPE O' —O" FIN.` FUZZ. 0'-0" FIN. FL—R. „ . , ., . .. I � I I I I —I I _ L \\� , � I 11 ' .. , , ._ ,' : . - �. S� F AT N F R—_ OUND 10 PLA O T'REATT�a FROM � GUT 2X12 l 0 A : 12 ,` sI. . OTIN6:S►ZE5 LOCATIONS � X MATER AL TR 6E IN R: ;, ,., , P� R FRO RISERS GUT !.,. A ,. r ;, • , . ,, �U L� SGT 1 Oil d X MATERIAL O OF PLAN ELEV. -}� Tt EET ,,•' ,: . 1 . _ 2, L • G t i 0 _ T I ALE � -o _ T� I R5 � C -a H T NIT � � T L T ASR O U G C ELEV. #3'(ENTRY RA � � YLE � C RG T . , „ H SE TI N T RU u I t SCALE t/2 —O O� M .CL 1� ..2 �.� ,;. �j R a,• , ,_ 1 +,"oll ' .. OF .. , ,. , r . SEE DE THIS S Tfl t1CTI1R E HAS IG11ED t .., 7 . �� : „ . _ � , � E X EED T HE 110 MPH WIND LOAD ME ET Wi C , r �.. -, � RE tJIR AAENTS O FTHE LQ ,� . .. 1 . - 1. ,� � , ,11 , RESIDENTIAL B UILCNN(i C Z 004 ED. RES ODE, '� i ,, -' ,: I 1 I , , . �. ; , . ` 1 i y • �, �,11 � ri ,.. 1....I.s.+ t .. .: ,.... •1. r .f.,. .. 1. r .. , �. ,. ,.. , _ . 11 + -. �.; , ,i.: 4 , A,.' ONW PH x + a w: w O R N NEGTE - N GO ._ T - R T BE I TE I K TEG O 5 O . O E DE A NOTE , LL 5M . 1 \ . 1 \ gt \ O R1 1G . ; rBEDROOM E E PTAGLE5 `T O E PR TE GTED NOTE ALL ROO � N Na YARG_FAULT IR UIT INTERRUPTER. aB a , , , a !3 o r , \ N S , fid r • _ . . • N SEGOND O R�L �G TRILL I __ FIRST GTRLP 1/4"=1 IT (ENTRY L=T_C�RSC�RI HT� . �R � R IC H T G!YTR LT 4UgIT ' NAMU DWG. E}.16 r RA aE H 9 , r , ED CHECKED Y • 1 Q c` DATE ; I, a [OAY 3 I r a 1 M SHEET 3 - 1 r .- GAR. A 0F, t r 7 . r r yn. r r �. y.Ir,..y�w.:www,xwMMq.+�tillawekYw , NA!__.1,... LEC END DRAWN INTERIOR BR6. WALL TtE BEAM O q'-4" A.F.F. t� LLL1.LJ.lJJ t CFIEdCED c PARTY WALL a -, J5Y DATE NOTES ALL SHARE FOOTA&E 10/13/3 GALGULATION$ ARE TO ` rFNTFRi INF°OF PARTY i 1. 1 � • 5 h 1 � r. •t DRAWN :. 2-4 2 1-4• .V K1V C v U KVJLI1 t: I"MIL, : W/(5)5GO (fl'P SHEET I 4 CONT. JFT67. L olD �TIo�PLAN' PARTIAL FIRST � 00R PLAN 1 -0 x I 3 -. -0 : SCALE, I/4" . LELE\ t CHECKED , ,• JSY G N T T�Y 21 HT � T�'' �I UNIT HT ��T WINDOWS ows PRESSUREE FORAL LWI NOTE:. WIND DESIGN S G�PRE:SS R NDE 8rQNED TO THIS �TUCTIRENAa BEENE OR THE H VYNf 40ADUh SO S&EXTE I RDOORSINGC DINGT AN BATE I, , w r • , �RA�5�P4 • 'G RATED f� YoUT C 4CE5SEPI 4TED IN BLDG. W/ CL YOU , I ' REOUEMENT8 OR THE _FLORIDA F,tUNLESS OT ERw SE N0TED +25:9 P F 34.? PS�4R/os E D. RESIDENTIAL ALBUIINoCOof20 i t Ifl I r. , r r._......,; _ .. ,.. , a f � , , • ,,; ', , FILL GELLS SOLID W/ I ,., r 3/ „ i17 OPE DR 5L GOT�c. LL G 50LID ELJ.: W/ $ X'10 G.H.' -O 6 R. {)R - GONG. HB I n 3 -d x 1 1 r 14 -0 _ 4 -O 7 -4 LL LE OEND A FOOTAGE IOA3/3 I' NOTES ALL SMARE TI N G GULA O S ARE TO AL I GENTERL NE OF PARTY Ir ,. DRAWN :. 2-4 2 1-4• kr+ AJ..l. SHEET I 4 L olD �TIo�PLAN' PARTIAL FIRST � 00R PLAN AR. L,. -. -0 : SCALE, I/4" . LELE\ SCALE I4 1 CHECKED , ,• JSY G N T T�Y 21 HT � T�'' �I UNIT HT ��T WINDOWS ows PRESSUREE FORAL LWI NOTE:. WIND DESIGN S G�PRE:SS R NDE 8rQNED TO THIS �TUCTIRENAa BEENE OR THE H VYNf 40ADUh SO S&EXTE I RDOORSINGC DINGT AN BATE I, , w A FOOTAGE IOA3/3 I' NOTES ALL SMARE TI N G GULA O S ARE TO AL I GENTERL NE OF PARTY Ir ,. +: :. 2-4 2 1-4• kr+ AJ..l. SHEET I 4 L olD �TIo�PLAN' PARTIAL FIRST � 00R PLAN AR. L,. -. -0 : SCALE, I/4" . LELE\ SCALE I4 1 , ,• � _r,. G N T T�Y 21 HT � T�'' �I UNIT HT ��T WINDOWS ows PRESSUREE FORAL LWI NOTE:. WIND DESIGN S G�PRE:SS R NDE 8rQNED TO THIS �TUCTIRENAa BEENE OR THE H VYNf 40ADUh SO S&EXTE I RDOORSINGC DINGT AN OF 7 I, , w r • , �RA�5�P4 • 'G RATED f� YoUT C 4CE5SEPI 4TED IN BLDG. W/ CL YOU , I ' REOUEMENT8 OR THE _FLORIDA F,tUNLESS OT ERw SE N0TED +25:9 P F 34.? PS�4R/os E D. RESIDENTIAL ALBUIINoCOof20 • t 1 ...-:...r..............:'-.:..n..,..,a:,:.G..,,..� .. 1, r. , r r._......,; _ .. ,.. , a f � , , • ,,; ', , a � tai � TExTUR.I^.D GEMENT FIN15H OVER GHJ rt' 'fTYPJ- t I 3.IL �y, . I �n�tnG,►a a � tai � TExTUR.I^.D GEMENT FIN15H OVER GHJ rt' 'fTYPJ- t 1 ,. .�...� r+rl w � I a sD # BEDROO 2 W 1 —OTVa � EXF A .I I . PH db Gi4RAGE I wp a BEDROOM #3 I ._.� ENT�?Y N N PREA HIRE,, N zZ yy F" .e O. 1 of i DRAWN 1 R H: GQVED POR� G 55 5F 5E8 Im/13/3 I� r A4 cQ v RSD � LGONY: 53 5r CHECKED . r ..NOTE , A ALL 5MMM :FooTA6E G GULATIONS ARE TO A4- CENTERLINE OF , • , Nk\ ELEVATION F / K T NDN DATE "a:' t SGALE A4M 1 11 = 1-O N r I 1 , Y PARTY WALL GAR. -L N , , NOTE WIND DESIGN PRESSURE FOR ALL WINDOWS t�ls srnuaLURE HAS BEEN a�sltuTo OF OTHRWISENOTEDON PLAN INCLUDING TRANSOM n , i 7 SGALE. I/4 -Q +25 9P Ft.34N7 PSF UNLE S OTHERWISE NOTED) R QUIREMNTS OF THF FLORIDA - BUILDING CODE, 2004 1 , r • I , ,;,Y li .let 1 ( fl , t - . .. - ... e , . +• 1 ,1 _ .. � I __ f . .. , .. u. a DRAWN 1 R H: GQVED POR� G 55 5F 5E8 Im/13/3 A4 cQ v RSD � LGONY: 53 5r CHECKED i5Y ..NOTE , A ALL 5MMM :FooTA6E G GULATIONS ARE TO A4- CENTERLINE OF SHEET: , Nk\ C . TOTAL: L 185t 5F DATE "a:' R H: GQVED POR� G 55 5F Im/13/3 A4 cQ v RSD � LGONY: 53 5r ..NOTE , A ALL 5MMM :FooTA6E G GULATIONS ARE TO A4- CENTERLINE OF SHEET: , -'AR . TOTAL: L 185t 5F 1 ,�RGH TYP GSL PARTY WALL GAR. -L OPEN iN DETAIL NOTE WIND DESIGN PRESSURE FOR ALL WINDOWS t�ls srnuaLURE HAS BEEN a�sltuTo OF OTHRWISENOTEDON PLAN INCLUDING TRANSOM S 1 & EXT R. IOR DOORS R MET OR E A 7 SGALE. I/4 -Q +25 9P Ft.34N7 PSF UNLE S OTHERWISE NOTED) R QUIREMNTS OF THF FLORIDA - BUILDING CODE, 2004 , ,. . i. ;, ., _ .,, ,,. .. .. `; :' . JACKS �' AFF: 4. 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A W/ NAI SHE C C� , I i 1 K ` d 5=15 NOOFJGS A t rnytr�r t 'I Haat nrn�cA � u u� SHOT-f'6rYNTO.fA-180 F+ 2x .� WALL :- AND BSTRATE A NGHORS � ,a,t P NIN , FRAME W. O E C5 l R RA TR PS O f LV11 IVB I 1 slips FA .uuc5 EA. EMDEA. r , r _ . 1 , t 7 AL AL GON!�GIKJM5 FAK�ITIt , �7 AID 2 . r r: , IN WS PER MFC 5 D T AL L D DORS AND W O INSTALL AL I. S L. MP EG. GUST N FOR IID H 3 5 DES16N DE IC 15 O ( 1 l3 2 2 O ` lea :r r / aII // / :rr / ■I l) 2 . _ ,. GOFf�. N5G ��11 B -APPLICABLE ABLE 1NTERN LPRESSURE COEFFICIENT: R SIDES OF OPE NINES N TH TOP AND D 5 ME RSO E O MBE N H EG. GU ST WINDZO E. N FOR MP 3 S I I E5 F ( ) GU D EL WINDZ ONE.... MT5 4 n _l0d x i/2 a DATEDOU , AA1 NA n1a1��V.1R�_ sT. I Its bd NM.S 16 0 f8 D PIJIGE &I SfVaK �G• RE TREATED LUMBER. ER . G No 25YP FRES5U . 2. MULTIPLE WIDOWS (STAGKEDOR MU LE ) OWS LOCATED BE O 20 . .. 5USl R��%IR RMS�IN C �O L � OTINWI M t N 1 I5r�Sr�V1IC : FOR t IS111�f(� ,.., TAPGON SEREWSAT 2. USE RAM ET/RED AD 0 BASED, TOTAL AGIGI INDICATED BELMEMBERS _ _ INSTALL MULLIONS OR GONNEGTING MPH5 5 FOR PERMFO'5 GUIDELI C ABOVE GROUND. REBAR) W DOWELSARE MI5L0GATED OR I NO. 5R OVER i ODLB-GONTAG7 R.D.S., INC ., •- �. AIT kx� L , , ,._ .. sTiGO ON ONG. BLoGK - i' A U O PENINC-�» E F MASONRY RO GH S Z O M 50 3 SEG: S Z O 5 TO AND EXTERIOR DO R W5 E W iNDO A R MINIMUM. B E TED 35 WITH 3 4 BIT FO R 5 EMBEDMENT ` F I FOOT NG / DRILL w/ GONGFILLED GF11s PER PLAN 1 , i a , 115REPLACEMENT Ali. w w� USE ONLY, E LUMBER L x MB F NOMINAL 2 L E 3 O R OM AL , SPACE AT 2„ O.G. MINIMUM. OR OUTSIDE AG OF 'APPLMT ANCHOR TOP INSIDE /: I` •/ I / • :1 / Iir DO , I .. Vr f31r i�JS& A� S LDINQ C E _ WS T TA P O N SERE 4 I A . N LL G -H 141.4 3I 5 W4 3 / It --m WIND FRES O R F R O S DE 5 SURE DO 1� 1 /r 1 � OF F` , 1 ;• i :r s•Ir I• :' : / r: hi ;. 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USE RAM ET/RED AD 0 BASED, TOTAL AGIGI INDICATED BELMEMBERS _ _ INSTALL MULLIONS OR GONNEGTING MPH5 5 FOR PERMFO'5 GUIDELI C ABOVE GROUND. REBAR) W DOWELSARE MI5L0GATED OR I NO. 5R OVER i ODLB-GONTAG7 R.D.S., INC ., •- �. AIT kx� L , , ,._ .. sTiGO ON ONG. BLoGK - i' A U O PENINC-�» E F MASONRY RO GH S Z O M 50 3 SEG: S Z O 5 TO AND EXTERIOR DO R W5 E W iNDO A R MINIMUM. B E TED 35 WITH 3 4 BIT FO R 5 EMBEDMENT ` F I FOOT NG / DRILL w/ GONGFILLED GF11s PER PLAN 1 , i a , 115REPLACEMENT Ali. w w� USE ONLY, E LUMBER L x MB F NOMINAL 2 L E 3 O R OM AL , SPACE AT 2„ O.G. MINIMUM. OR OUTSIDE AG OF 'APPLMT ANCHOR TOP INSIDE THtBSTRUCTRNAB MEET ON REQUIREMENTS OF THE DO , I .. Vr f31r i�JS& A� S LDINQ C E _ WS T TA P O N SERE 4 I A . N LL G -H 141.4 3I 5 W4 3 / It --m WIND FRES O R F R O S DE 5 SURE DO A, ,. 1. PER MANUFaGTURES GUIDELINES. TIGHTEN SG „ NGWORING SYSTEM 1 Akin IAIIKInnIAla USF SIMPSON :SET EPDXY, A YS M PER H AIDER SUP PORT E K ` d 5=15 NOOFJGS A REQ. U OMENIN& F+ 2x .� WALL :- s x b WALL oPEi►is s ev slips FA .uuc5 EA. EMDEA. sn;� ao , t „AMEINE ,� AR GE DOOR 2 2) l rr�,l f) l3 2 2 O - a 16 lea �) l) 2 f3 ). HEADER ANC HOR NAILED TO TOP PLATES, HEAVER, E /� JACK I�fE/ADER axe ZE of 722 TIES EACH EW YP 5 (2)2 X8K YP l2) 2 25 () ST22 lZ2xlo 25 a YP ( )T 15 22 (2)2X12 25YP (2) 572 2 , I APPLY REPAIR ANCHORS:RS. F+ I I • MAXIMUM DE -516N 51MP50N TAPGON5 TO NAIL5TO d OR t11 AN DBUILDING ILDING CA TECO RY: R TANCE FACTOR WIND IMPORTANCE i.o CATEGORY 1 (RESIDENTIAL) �P 1 k 10 ' r r* 1 „AMEINE ,� AR GE DOOR dtf 7 , 1, rr�,l �a X I . 2 D b / 5 TEFL wASIaER - PR 55URE O_30o LB MTS 16 (2I (4-I dx11/2 I y R � f r ' 301 50O L B MTS 6 - IOdx I I/2 B -APPLICABLE ABLE 1NTERN LPRESSURE COEFFICIENT: A k na, TION&: AGft�i 14 TIrPK�.' •:SfEA SP PUW�7 MT5 4 n _l0d x i/2 a DATEDOU , + P F .: •: ; . : • •• 22.0 P SF -25.0 5 . o 0 I Its bd NM.S 16 0 f8 D PIJIGE &I SfVaK �G• DING: COMPONENTS & CLADDING: _ PRESSURE FOR MPO E DESIGN WIND n r° . .. 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'T0 A IfliEh'IOR ' r ' :f�M G81•JNS. , WNl S1�'F �R.aOR I I • MAXIMUM DE -516N 51MP50N TAPGON5 TO NAIL5TO d OR t11 AN DBUILDING ILDING CA TECO RY: R TANCE FACTOR WIND IMPORTANCE i.o CATEGORY 1 (RESIDENTIAL) �P 1 k 10 ' r „AMEINE ,� AR GE DOOR dtf 7 , 1, � N�•41: WAM TO X I . 2 D b / 5 TEFL wASIaER - PR 55URE O_30o LB MTS 16 (2I (4-I dx11/2 I CHECKED , � f r ' 301 50O L B MTS 6 - IOdx I I/2 B -APPLICABLE ABLE 1NTERN LPRESSURE COEFFICIENT: J5Y TION&: AGft�i 14 TIrPK�.' •:SfEA SP PUW�7 MT5 4 n _l0d x i/2 , DATEDOU , 7 + P F .: •: ; . : • •• 22.0 P SF -25.0 5 . o 0 I Its bd NM.S 16 0 f8 D PIJIGE &I SfVaK �G• DING: COMPONENTS & CLADDING: _ PRESSURE FOR MPO E DESIGN WIND 3/3 d' F: ..{. , , .. :.«t , •,. .:e.•.. .a.. ....,..ue...n.. . r.. ,.n .. J , n ,.� A xrt.......n. f : � _ -. ,.. .....,.•L .. . 1 .::.. ............:.:.•, u .w....,.4 .. -.. . .. Y 14 l0 d 12 TOTAL TOT l ) ONE A. 51DE O F 8 AL a � .c: r 1 TRtlr" rA 0 GOf�MpN •a±�AFf T A 6A6LE, f'�ir M ' 2 DOORS PER R3 01.21 1 EXTERIOR O 1 WINDOW S&E XTER 1 I TRIM CONT. TRUSS b.A>11 kaAI�fORA' '3 , , �d• 1 OVER i ODLB-GONTAG7 R.D.S., INC IfbD M'N WZOW ,._ .. sTiGO ON ONG. BLoGK - 1 .'Y 04tAM PIR f6 f�f w/ GONGFILLED GF11s PER PLAN GUIDELINES AND HAND rIGHTEN TO SNUG. o1='I •n Ii�ar ` , �P. OARA��DoORAuGHORAC DETAIL SPACE AT 2„ O.G. MINIMUM. OR OUTSIDE AG OF 'APPLMT ANCHOR TOP INSIDE THtBSTRUCTRNAB MEET ON REQUIREMENTS OF THE lEDE91D` D TO ry D 11Q MMMANpLCA J` FLORIDA SEAL: II/2. 1-OY If3. E)G°AS►oFt T5 T � � Oft A!1 BOL o '►�-At•1. ,. S LDINQ , r; , fes, •. K w o • TFD ON 15 f'ft01�IDE AI7D�'I17f1 f1�bI0A 1� 1 � OF F` , 1 ;• 71,rPBZ hi ;. ' k PERMFVS SPECS APPLY REPAIR ANCHORS:RS. , ATTACHD O H: 6A4RDOORW/ TRACK TO 2x6 PER MANUF. sPEc5. • MAXIMUM DE -516N 51MP50N TAPGON5 TO NAIL5TO d OR t11 AN DBUILDING ILDING CA TECO RY: R TANCE FACTOR WIND IMPORTANCE i.o CATEGORY 1 (RESIDENTIAL) D5REABWN „AMEINE ,� AR GE DOOR UPLIFT LOAD STRAP CMU HALL � X I . 2 D b / 5 TEFL wASIaER - PR 55URE O_30o LB MTS 16 (2I (4-I dx11/2 -WIND EXPOSURE: CHECKED , 51NOLE GARACE DOOR: -_ +23.2 P5F _28.0 PSF ' 301 50O L B MTS 6 - IOdx I I/2 B -APPLICABLE ABLE 1NTERN LPRESSURE COEFFICIENT: J5Y • LE OARAGE DOOR:O MT5 4 n _l0d x i/2 BUILDING) S D 0.i8 (ENCLOSED 1sol_�aoLB DATEDOU , 7 + P F .: •: ; . : • •• 22.0 P SF -25.0 5 . o 0 „ x t l 2 E 10 / _ 4 EAS. f`►) d 2 MT5 20 O � 12dOLB �) 00 DING: COMPONENTS & CLADDING: _ PRESSURE FOR MPO E DESIGN WIND 3/3 d' F: ..{. , , .. :.«t , •,. .:e.•.. .a.. ....,..ue...n.. . r.. ,.n .. J , n ,.� A xrt.......n. f : � _ -. ,.. .....,.•L .. . 1 .::.. ............:.:.•, u .w....,.4 .. -.. . .. Y 14 l0 d 12 TOTAL TOT l ) ONE A. 51DE O F 8 AL a 2 DOORS PER R3 01.21 1 EXTERIOR O 1 WINDOW S&E XTER TRIM CONT. TRUSS _ +25 9PSF._3 . -P F UNLESSOTH R MSE NOTED I SHEET T1x2 •� , . :.. ... ........... ........ . .:.. .. ...:.. .... --____ NT. CAULK BEAD , OVER i ODLB-GONTAG7 R.D.S., INC 4 ,._ .. sTiGO ON ONG. BLoGK - ' LL PEP, RW5. INSTALLTA; USE TAPEON HW3_243 I6tX2I/4„)SEE w/ GONGFILLED GF11s PER PLAN GUIDELINES AND HAND rIGHTEN TO SNUG. o1='I ` , �P. OARA��DoORAuGHORAC DETAIL SPACE AT 2„ O.G. MINIMUM. OR OUTSIDE AG OF 'APPLMT ANCHOR TOP INSIDE THtBSTRUCTRNAB MEET ON REQUIREMENTS OF THE lEDE91D` D TO ry D 11Q MMMANpLCA J` FLORIDA SEAL: II/2. 1-OY : GMUWAhL• S LDINQ QlE� 200 0AL d 1 , 7 a 1. -. '., ,.: A. .. .. . -..�'�1_�,«•A-:•+ I n... ,..... .. ,. , .e.:(, ...-. a ....w.0 .r,. ,:.y,.n+. .Y°nV x.a. .., ., ':, , .. d' F: ..{. , , .. :.«t , •,. .:e.•.. .a.. ....,..ue...n.. . r.. ,.n .. J , n ,.� A xrt.......n. f : � _ -. ,.. .....,.•L .. . 1 .::.. ............:.:.•, u .w....,.4 .. -.. r 5HEATHINS VERTICAL HORIZONTAL FIELD REQUIRED 5PAGIN6 —- O"' SPAGIN6 iAb' STRUCTURAL VOL. 3" OL. be O.G. SHEATHIN6 FIRE SEPARATION WALL) d "INTERLHAN6E' 2-1/2'x..044' DIAMETER POIAM OWEN OR16HT 5CRE3q CHISEL NAIL5 H3 FROM 5TWI TO TOP , I ATTIC PLATE of WAIL N .. 1 n. :. i5EE 5TRAPPIN6 DETAIL 2x. SUB -FASCIA ON FIRE THIS 'RETARDANT PLYWOOD � ... (MIN. 21 -0M EACH SIDE OF 0 . h FIRE SEPARATION WALL) • X4 2 5� TO • is RAKED WALL W OZ, 5TA65ARD UNDER51Df: OF TOf' CORD rwicoueua i:.i toe EXTERIOR -WALL i CABLE END 5HEATHIN6 5HEATHINS VERTICAL HORIZONTAL FIELD REQUIRED 5PAGIN6 5PAGIN5 SPAGIN6 iAb' STRUCTURAL VOL. 3" OL. be O.G. SHEATHIN6 "INTERLHAN6E' 2-1/2'x..044' DIAMETER POIAM OWEN OR16HT 5CRE3q CHISEL NAIL5 �. rn cnvv a.n av 1 ♦ X 1. w I- ary I rt N rr IMANUAL,v _ ... A U J 1 A A K t VLt I V f t L UA K... t y IOA313 T NIN ,�wc.Ho�e F F S ry. C K A E G D E Y� , 1..A F ��.. �, a-.w-.l.ri wa.�C..; �.. w._'. ...a-'..�. ua.�.. .-� �...w-.-. .... ..-..,a �-.�.�. .-� a... ua .... ............ i- ��1 Il If�'� �,. T"1 /'�1 1 � 1/ 11"^1 T� i'� r.'i i��'.A �./�. I i LINTEL PROPERTIES SAFE GRAVITY LOADS (PLF) SAFE UPLIFT LOADS (PLF) MARK TOTAL8U8 LINTEL LENGTH D 'L _' FILLED 8F8 IB * 'L _ A' FILLED 8F8 -181T " 'L _ B" 8F8 -IB " 'L ... A' FILLED0. 8F8LIIT " 'L .r. B' L -I 2'10*' 2231 3069 3069 1972 1972 L-2 3'6" 2231 3069 3069 1569 1569 L-3 4'0" 1783 2693 2693 1363 1363 L-4 4'6" - 1343 2165 2165 1207 1207 L-5 5'4" 1006 1651 1651 1016 1016 L-6 5'10" 860 1423 1423 909 909 L-7 6'6" 710 1232 1232 735 735 L-8 7'6" 570 991 991 560 560 L-9 8'4" 488 752 752 591 591 L-10 9'4" 416 726 726 499 499 L-11 10'6" 354 618 618 380 380 L-12 11'4" 315 567 567 317 317 L-13 12'6" NA NA 471 251 251 L-14 13'4" NA NA 458 214 214 L-15 14'0" NA NA 430 190 190 L-16 P.S. 14'8" NA NA 430 230 230 L-17 P.S. 15'4" NA NA 389 210 210 L-18 P.S. 17'4" NA NA 296 164 164 L-19 P.S. 19'4" NA NA 230 130 130 L-20 P.S. 20'01' NA NA 180 107 107 L-21 P.S. 21'4" NA NA 180 107 107 L-22 P.S. 24'0" NA NA 129 84 84 NOTE: (P.S.) REPRESENT PRECAST LINTELS PRESTRESSED USING (2) 7/16" DIAMETER PRESTRESSING STRANDS. NA 581 f I I I I1 ,,,,, I ! .I I I I I � I III III I PRECAST LINTEL (8''x16" COMPOSITE) II II II' LINTEL PROPERTIES SAFE GRAVITY LOADS (PLF) SAFE UPLIFT LOADS PLF MARK NO. TOTAL LINTEL LENGTH FILLED 8F16- 'L _ C' FILLED 8F16-IBIT" 'L _ D' FILLED 8F16-2B2T 'L — E' FILLED 8F16 -IT* 'L _ C' 8F16 -1B" 8F16-2BZT 'L _ D' 'L _ E' L-1 210" 6113 6113 6113 `4460 4460 4460 L-2 3'6" 5163 6113 6113 3547 3547 3547 L-3 4'0" 3820 6113 6113 3079 3079 3079 L-4 4'6" 2931 6113 6113 2724 2724 2724 L-5 5'4" 1999 5365 5365 2290 2290 2290 L-6 510" ' 1631 ' 4360 4360 2093 2093 2093 L-7 6'6" 3480 3480 3480 1880 1880 1880 L-8 7'6" 2632 2661 2661 1438 1438 1634 L-9 8'4" 1625 ` 1843 1843 963 963 1326 L-10 9'4" 1625 1843 1843 963 963 1326 LII 10'6" 1247 1533 1533 777 777 1183 L-12 11'4" 1366 1366 1366 678 1 678 1028 L-13 12'6" NA 1075 1075 521 521 770 L-14 13'4" NA 1075 1075 ` 521 521 770 L'-15 14'0" NA 1002 1002 481 481 709 L-16 P.S. 14'8" NA 1302 1302 452 452 655 L-17 P.S. 15'4" NA 1185 1185 417 417 609 L-18 P.S. 17'4" NA 912 912 324 324 500 L-19 P.S. 19'4" NA 721 721 259 - 259 424 L-20 P.S. 20'0" NA 581 581 212 212 369 L-21 P.S. 21'4" NA 581 543 212 212 369' L-22 P.S. 24'0" NA 448 448 167 167 316 NOTE: (P.S.) REPRESENT PRECAST LINTELS PRESTRESSED USING (2) 7/16" DIAMETER PRESTRESSING STRANDS, L LINTEL 8 -x20 COMPOSITE o PRECAST NT ID � I I: I I I I I I I I I I I I I I I I •-I I � � INTEL PROPERTIES SAFE GRAVITY LOADS (PLF) SAFE UPLIFT LOADS PLF MARK NO. TOTAL LINTEL LENGTH FILLED BF20-IT* 'L_l' FILLED F20-I9IT* 'L_J' FILLED 8F20 -282T 8F20 -1T* I -K' 'L_I' L 8F20-IBIT* 'L_J' ILL 8F20-2B2T 'L_K' L -I 210" 7547 7547 7547 5747 5747 5747 L-2 3'6" 6607 7547 7547 4569 4569 4569 L-3 ' 4'0" 4890 1 7547 7547 3966 3966 3966 L-4 4'6" 3753 7019 7019 3508 3508 3508 L-5 5'4" 2560 4830 4830 2949 2949 2949 L-6 510" 2090 3942 3942 2694 2694 2694 L-7 6'6" 3031 - 5381 5381 2419 2419 2419 L-8 7'6" 2205 3898 3898 1871 1871 2102 L-9 8'4" 2564 1 2564 2564 1250 1250 1705 L-10 9'4" 2564 2564 2564 1250 1250 1705 L-11 10'6." 2093' 2093 2093 1007 1007 1526 L-12 11%" 1846 1846 1846 879 879 1422 L-13 12'6" NA 1428 1428 673 673 1145 L-14 13'4" NA - 1428 1428 673 673 - 1145 L-15 ' IWO" NA 1326 1326 622 622 1050 L-16 P.S. 14'8" NA 1893 - 1893 584 584 968 L-17 P.S. 15'4" NA 1724 1724 536 536 897 L-18 P.S. 17'4" NA 1326 1326 417 417 732 L-19 P.S. 19'4" NA 1037 1037 334 334 616 L-20 P.S. 20'0"' NA 1 845 845 273 273 531 L-21 P.S. 21'4" NA 1 845 845 273 273 531 L-22 P.S. 24'0" • NA 654 654 215 215 425 NOTE: (P.S.) REPRESENT PRECAST LINTELS PRESTRESSED SING 2 7116 DIAMETER PRESTRESSING STRANDS. U O NOTE: - (P.S.) REPRESENT PRECAST LINTELS` PRESTRESSED USING (2) 7116" DIAMETER PRESTRESSING STRANDS. 1� 1 tQ M1 5DPRECAS _EL 8x24 COMPOSITET LIN T SAFE GRAVITY LOADS (PLF) SAFE UPLIFT LOADS (PLF) MARK N0: TOTAL LINTEL LENGTH FILLED 8F24 -1T* 'L_L' A0 E-+ FILLED BF24IT* 'L_L' FILLED 8F24IBIT* 1—K w L-1 0M vi Z A � 8974 8974 - 7034 ' i 7034 1^ 3'6" HL i I I L I I 1 1 1 1 1 I f w� . . 'LINTEL PROPERTIES SAFE GRAVITY LOADS (PLF) SAFE UPLIFT LOADS (PLF) MARK N0: TOTAL LINTEL LENGTH FILLED 8F24 -1T* 'L_L' FILLED 8F24-IBIT* 'L_M' FILLED 8F24-2B2T 'L_N' FILLED BF24IT* 'L_L' FILLED 8F24IBIT* 1—K FILLED' BF24-2B2T. 'L_N' L-1 210" 8974 8974 8974 - 7034 ' 7034 7034 L-2 3'6" 8054 1 8974 8974 5591 5591 5591 L-3 4'0" 5961 1 8974 8974 4853 4853 4853 L-4 4'6" 4576 1 8672 8672 4292 4292 4292 L-5 5'4" 3123 5947 5947 3607 3607 3.607 L-6 510" 2549 4889 4889 3295 3295 3295 L-7 6'6" 3707 8360 8360 2959 2959 2959 L-8 7'6" 2698 5681 ' 5681 2314 2314 "2571 L-9 8'4" 3486 3486 3486 1539 1539 2084 L-10 9'4" 3486 1 3486 3486 1539 1539. 2084 L-11 10161' 2777 2781 2781 1239 1239 1865 L-12 11'4" 2423 2423 2423 1081 1081 1738 ' L-13 ' 12'6" NA 1838 1838 794 794 1444 L-14 13'4" NA 1838 1838 794 794 1444 L-15 141011 NA 1697 1697 718 718 1319 L-16 P.S.: 14'8" NA 2245 2245 653 653 1218 L-17 P.S. 15'4" NA 2058 2058 596 1 596 1126 L-18 P.S. 17'4" NA 1609 1609 464 464 914 L-19 P.S.) 19'4", NA 1282 1282 371 371 735 " L-20 P.S. 20'0" NA '' 1064 1064 304 304 601 L-21 P.S. 21'4" NA 1062 ` 1062' 304 304 601 L-22 P.S. 24'0" NA 825 1 825 : 239 239 1 473 NOTE: - (P.S.) REPRESENT PRECAST LINTELS` PRESTRESSED USING (2) 7116" DIAMETER PRESTRESSING STRANDS. J 8x32 COMPOSIT E '.•: PRECAST LINTEL ) l e GENERAL L NOTES: r CO POSiE LINTEL L SECTION .) CODES PRECAST 81 x141 1 PRECAST LINTELEL CAPACITY I#5REBARCONTINUOUSINUOUS TOP (UPPER) PRECAST 8 6PREC LINTEL CAPACITY LI STANDARD BUILDING CODE 199AN FLORIDA BUILDING CODE (7 > . IN SIDE BOND BEAM (MIN.) I:2 BUILDING CODE REQUIREMENTS FORREINFORCEDCONCRETE(AC316_99 . UNLESS OTHERWISE NOTED. LINTEL PROPERTIES TIES SAFEG AVITY LOADS (PLF) SAFE UPLIFT LOADS (PLF) :. LINTEL PROPERTIESRTIES SAFE GRAVITY (PLF) SAFE UPLIFTLOADS (PLF) _ 1.3 AMERICAN SOCIETY OF CIVILENGINEERS MINIMUM DESIGN LOADS FOR BUILDING AND 0T HSR „ • •.- (2> #5 REBAR CONTINUOUS TOP IN 2 RECESS TOTAL UNFILLED FILLED FILLED TOTAL FILLED FILL E D FILLED FILLED STRUCTURES- ASCE 7 9B) D _ FILLED FILLEp 8F14 tT 8 I4_IBIT 8F14_IT 8F14_IBI T G BLE END WALL BOND BEAM'(MIN.> $U6 8F6_ITr BF6-IBIT« 8F6_ITr 8F6_IBITr . MARK N0. LINTEL2.) CONCRETE: MARK NO. LINTEL • •.:• , D C .. _D _D A D_ DB D _ DC D B 2;1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS. D _ D _ DAOD.—..DAA'. D ._ D D _ DA .. N CONCRETE BLOCK 'KNOCK ouT LENGTHA LENGTH 2 • RECESS _� u •a 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI COURSE (F M 1900 PSI) ... .3-8" 1360 1544 1544 905 905 D-1 3 8 3280 5206 26 5 26 2 1.2 E -CAST W/FRES ESREINFORCEMENT-6000 PSID _ DB R TRS.. . 2 635 ' _ _ 635 ' 4 0 280 206 905. 905 3 5 2.1.3 CONCRETE FILL (PLACE :IN FIEl.D�3000 PSI .., CELLS AND "U LINTEL FILLED W/CONCRETE D 2 4 0 113 306 306 D 2 .:.•? 2' RECESS 2'REINF REINFORCING BARS: P IN FI 3000 PSI 2 0 LACED FIELD ) ( 2635 2635 - 90 - 4 2 280 5206 4 2 1042 1212 1212 905 5 3 .' D3 D3 2>2.1 STEEL PLACED IN PRE LINTEL AT TIME OF FABRICATION D_DA LA CAST L L E B ON A615 RADE 4 ASTM,(G Q). � . • _ 905 ' � - 4 4 3008 5206 2635 2635 cr o D 4 4 4 963 1130 1130 905. .. D 4 GRAD 60 OR PRESTRESSED. (GRADE ) E ESSEQ. AR CONTINUOUS BOTTOM OWER I #5 REB CO UOUS BO (LOWER) 9'. O 19 1960 Jm - 6 60 ' - 1716 45 7 .: T 7 48 • 2 2 2 STEEL IN LINTEL AND KNOCKOUT BLOCK LACED IN FI LD ATMA IS R 40 . D 5 99 6 5 b 5 D 5 C (PLACED E) 5 6 (GRADE 4 8 80b 995 5 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE AS NOTED. „ 7 •' - 5'8" 16 642 1960 1960 • y.e2s. D-6 5 8 598 730 730 675 6 5 D 6 17 3 .4 D - AI R 2 ET L EINFORCEMENT 1N ACCORDANCE WITH ACI 315 - 570 - 6 8 2594 2594 1651 Ib51 '2.5.CONCRETING OPERATIONS SHALL COMPLY WITH ACI .STANDARDS. D 7 6 8 458 573 573 570 D 7 MM YPE bESIGNA ION ECESS. 2 RECESS 3 MASONRY: T T so I4 145 - 499 7'8" 2009 3 5 3 'D DA D 8 7'8" 375 470 470 499 D-8 2009 A' D D I DESIGN AN F T N HEIGHT _ C 3 ES Q MASONRY ASSOCIATION S IOC SHALL CONFORM TO HE SPECIFICATION OF THE NATIONAL NOMINAL EIG C NA 1 NAL � , NT F R AR AT 9 Q A ITY 0 #5 EB 819 81 •.., U - - 175 1375 291 9'8" 3 CONCRETE M SONRY AS CIA I N AN AC 5 0. D 9 9 8 273 343 .343 291 D 9 A SO T O D 13 NOMINAL `W TH Y OMI L ID TOP LINTEL CAVITY 3.2 MINIMUM MASONRY UNITSTRENGTH: F'M 1900 PSI. S THE CHARTS SHOWN HAVE BEEN COMPILED FROM THE 3.3 MORTAR SHALLTYPE BE E S. 4 STRUCTURAL: U URAL: [SF16-.IBI T ] MANUFACTURES ENGINEERED SAFE LOAD TABLES USING 4.1 SAFE LOAD VALUES ARE I T E 9ASED ON L N ELS HAVING A BEARING OF 8' (WITH A MINIMUM THIS d'1'RtlCTUMt HAS dlIEM bid TO HE LOWEST PLF FROM HE FOLLOWING MANUFACTURES: 10/!D ACCEPTABLE BEARINGF P T L L T LL 0 4 PER SECTION 2101.3:1 OF THE.. FLORIDA BUILDING CODE (200q I #5 REBAR IN SIDE WALL BOND BEAM (MIN.) UNLESS OTHERWISE O ABET OR EXCEED THE f10 Ao11 LOAD EXCEPTION:NF NT QUANTITY #S REBAR AT • SAFE A _ U UNFILLED LI ELOF '� LO DS FOR RECESSED LINTELS BASED ON MI ILL E L T_ B 6, NOMINAL BEARING. NOTED AND # REBAR IN GABLE END WALL BOND BEAM MIN. ,- OT D A (2) 5 BA (MIN.). REQtIIREMEMTd OR THE FLORIDA 'CASTCRE E PRODUCTS (FECP) 4.2 FOR IN R .. T � . C L TELS THAT.. ARE CREATE THAN I4 -0 CLEAR :SPAN THEY SHALL BE PROVIDED A F FILLED LINTEL BOTTOM LINTEL CAVITY E O TEMPORARY SUPPORT AND THF TFMPC)RARY Sl1PPDRT SHAM 'NOT RF RFMhVFh IMTII �I ilDlll/� L7(lr`K IAlhl IC I'DICC ILII` REStDENTIAI dlxtolMci BODE. 2004 ED. LINTEL PROPERTIES SAFE GRAVITY LOADS (PLF) SAFE UPLIFT LOADS PLE MARK NO. TOTAL 0 LINTEL LENGTH FILLED 8F32 -IT* 'L - LL' FILLED 8F32-IBIT" 'L_MM' FILLED 8F32 -282T 'L_NN' FILLED BF32-IT" 'L_LL' FILLED 8F32-IBIT* 'L_MM' FILLED 8F32-•2B2T 'L—NN' L -I 2'10" 10000 10000 10000 ' 9608 9608 9 608 L-2 3'6" I 0 0 0 0 10000 10000 7636 6 6 7 3 7636 L-3 410" 8107 10000 10000 6627 6627 6627 L-4 4 6 6224 10000 10000 ' 5861 . 586 1 5861 L-5 5'4" 4249 8203 8203 4924 4924 4924 L-6 510" .3470 6662 6662 4498 ' 4498 4498 L-7 6'6'' 5061 7590. 7590 ' 4038 4 038 4038 _ L 8 7 6 3685 5501 5501 3 192 3192 3508 L-9 8 ' " 3302 3387 3387 2 120 2120 ' 2842' - L 10 9 4 " 3302 .338 7 3387 2120 2120 2842 L -II 10 6 2530 2615 2615 1706 1706 2544 L-12 11 -4" 4006 4006 4006 " 14 87 1487 2 69 3 L-13 12'6" NA 2883 2883 910 910 1805 L-14 13'4" NA 2883 2883 910 910 1805 L-15 14'0" d A 2630 2630 823 823 1633 L -Ib P.S. 148,� NA 2712 2712 749 749 1484 L-17 P.S. 15 4" NA 2513 2513 683 683 1355 L-18 P.S. 17 4 NA 2047 2047 532 532 1055 -19 P.S. 19'4" NA 1716 1716 426 426 845 L-20 P.S. 20'0" NA 1468 1468 348 348 691 L-21 P.S. 21 4 " NA 1468 1468 -348 348 691 P.S. L-22(P.S.) 24'0" NA 1 1148 1148 274 274 544 DWG. NAM ELIGt-LI 1 DRAWN SEB CHECKED J1'' pq DATE 11/18/6 SHM PCLINI OF 1I, Q I 11d64R 'Page: 1 118648 Page. 2 118648 Pa 4e ; 3 iotit�l I. 118648/iRCy�,"�C.at A 2 1 sP HlA 3511 914 �pVcD, 3689 962 11864'R/ 2 1 sP HIS 1712 445--�` 1616, _ 423' 11864R/ 2 1 sP HTC 1768 447 1661 420 $ 1186�R/ 2 1 sP R10 1692 420 11864R/ 1688 420 2 1 sP HiE - 1706 420 \ 1694 420 Lr 118648/ ' 2 2 Sp_ G2A 3516 906 :1. 3480 897 11864R/ 2 1 sP H2B 16 2 ,C 67 43 G 1770 465 11864R/ _ 2 1 sP H2C 1902 459- 1914 465 11864R/ 2 1 sP H2D 1855 45915 1833 465 118648 2 1 8P H2E 1968 459 48/ 1845 465 1186 , 12 1 TR T3B 1546 377 1642 403 11864R/ 4 1 TR T C 1546 3 3 377 G 11864R/ 1546 377. , 1 1 sP H313 1859 471 3014 775 118648/ 1 1 sP H3E 1763 459 .11864R/ 1770 465 1 1 sP H3F 1795 459 1835 465 118648/ , 1 1 sP H3G 1794' 459 118648/ 1837 465 1; 1sP H3H 1764 459 1770 465 1 1 1 Y. t 11864R/1 2 1 3P H8A 392 97 T - (�� 480 _133 118648/ .� II 25 1 sP M8H 309 71 291 72 11864R/ 21 1 sP M9B7 39 92 11864R/ 317 91 1 1 HIPP H9C 1254 329-� 125.4 329 11864R/ 2 1 sP G10A 1350 291. 1248 386 11864R/ 2 1 sP G12A 1212 302 11864R/ 1212 329 'l 4 1 sP T13A 432 85_ 325 ill Jc 11864R/ 21 1 sP T13B 432 85 3 118648/ 25 111 �I 2 1 sP T13C 431 101 335 100 11864R/ 1 1 sP G11A 1045 0 5 '209 118648/ 1045 334 2 1 ENDJ HJ7 559 86 V _``_ 281 146 or ASCE 7-02- STRAPPING HANGER. do ANCHOR e�— SYM. PROM= CODE SUPPLO IN I-ASTi]IERS NEAM JOIST MAX UPUFT A' Q I 11d64R 'Page: 1 118648 Page. 2 118648 Pa 4e ; 3 iotit�l I. 118648/iRCy�,"�C.at A 2 1 sP HlA 3511 914 �pVcD, 3689 962 11864'R/ 2 1 sP HIS 1712 445--�` 1616, _ 423' 11864R/ 2 1 sP HTC 1768 447 1661 420 $ 1186�R/ 2 1 sP R10 1692 420 11864R/ 1688 420 2 1 sP HiE - 1706 420 \ 1694 420 Lr 118648/ ' 2 2 Sp_ G2A 3516 906 :1. 3480 897 11864R/ 2 1 sP H2B 16 2 ,C 67 43 G 1770 465 11864R/ _ 2 1 sP H2C 1902 459- 1914 465 11864R/ 2 1 sP H2D 1855 45915 1833 465 118648 2 1 8P H2E 1968 459 48/ 1845 465 1186 , 12 1 TR T3B 1546 377 1642 403 11864R/ 4 1 TR T C 1546 3 3 377 G 11864R/ 1546 377. , 1 1 sP H313 1859 471 3014 775 118648/ 1 1 sP H3E 1763 459 .11864R/ 1770 465 1 1 sP H3F 1795 459 1835 465 118648/ , 1 1 sP H3G 1794' 459 118648/ 1837 465 1; 1sP H3H 1764 459 1770 465 1 1 1 Y. t 11864R/1 2 1 3P H8A 392 97 T - (�� 480 _133 118648/ .� II 25 1 sP M8H 309 71 291 72 11864R/ 21 1 sP M9B7 39 92 11864R/ 317 91 1 1 HIPP H9C 1254 329-� 125.4 329 11864R/ 2 1 sP G10A 1350 291. 1248 386 11864R/ 2 1 sP G12A 1212 302 11864R/ 1212 329 'l 4 1 sP T13A 432 85_ 325 ill Jc 11864R/ 21 1 sP T13B 432 85 3 118648/ 25 111 �I 2 1 sP T13C 431 101 335 100 11864R/ 1 1 sP G11A 1045 0 5 '209 118648/ 1045 334 2 1 ENDJ HJ7 559 86 V _``_ 281 146 or ASCE 7-02- STRAPPING HANGER. do ANCHOR SCHEDULE SYM. PROM= CODE SUPPLO IN I-ASTi]IERS NEAM JOIST MAX UPUFT A' META to NMPSON ANOHOR - / PLY TRUSS ------ 9 10d x 1 1 ------ 19to 8 MT'S18 Mi+N18 - SIMPSON USP TWIST "STRAP ------ (14) 10d x 1 1/2' -- 1000 C META 16 SWION ANOF1Qt-2ar3 PLY TRUSS ------ B 18d ------ 1810 D THA 422 SIMPSON THANGER FLOOR RUSS 6 16d 8 16d 1835 750 E HUS 26 SIMPSON HANGER 1 PL 14 16d 6 16d 3205 1550 F NUS 28 SIMPSON HANGER 1 PL 22 16d B 16d 3775 2000 G HOUS 28-2 SIMPSON HAMM 2 PL 36 16d 10 16d 7185 2650 H HOUS 28-3 SIMPSON HANGER 3 PL 36 16d 10 16d 7183 2650 1 LSSU 210 SIMPSON SLOPED HANGER 1 PL 10 10d 7 1 O x 1 12" 1390 --8-1-5— J LSSU 410 SIMPSON SLOPED HANGER ( 2 PL 18) 16d 12 10d x 1 1 2 2990 1150 K M5TA36 - M TA - SIMPSON FLAT STRAP ------ (26) 1 O ------ 2050 LSTA36_-- A38 SIMPSON FLAT STRAP - (24) 1 O 1640 M wm USP GMIJ - HANGER 1/2" J - 90LT_(I4 1 O N _-__-_- KSTi 238 -- --- USP STRAP TIE ------ (36) 1 O x 1 1/2" ------ 38 0 "STI 60_ i leo SIMPSON u'sP-- STRAP TIE ------ (80) 10d x 1 117" - - - 5080 P HTV 24 uw TWISTED RAFTER TIE ------ 24 10d x 1 1/2m ---- _1535 ' 0 ST 12 SIMP. SP STRAP TIE 10 16d -- 1105 R S MOT SIMPSON HEAVYGIRD. TTE DOMM 5Z8"_ROD TO HTT16_ TIE -BM. 5/8" ROD+ i'OST J22J10d -- POST 22 10d ___-- ------3140x` _3_9_8_5 T H 2.5 _ _ 817 •SIMPSON USP HURRICANE CLIP (5) Bd (5) 8d ------ 415 u ABU BB `- PAU ddLISP SIMPSON POST BASE 8x8 $/B. x 8" EXP. BOLT (12) 18d (POST) 12000 2300 V ABU 44 PAU 44 SIMPSON USP POST BASE4X4 ' 5/8" x 6" EXP. ` BOLT (12) 15d (POST') 6665 2200 w MTT2Bd . -------------- MTS27B SIMPSON USP TENSION TIE SLAB: 3/4* x 8 ELXP_VQL7............................... TIE -BM. 3/4" ROD+ POST (24) 16d* POST 24 16d* ------ - 2510 3140 X Hrn6_ Hrnd - SIMPSON -- TENSION TIE TIE -BM. 5/8' ROD+ POST (18) 16d* , ------ 3140 Y 1NJA26 SIMPSON HIP JACK GIRD. HANGER 20 1Bd 10 10d x 1 1/2' 3265 `1 960 Z ISM L 26 SIMPSON SKEWED 45d HANGER8 16d 6 1 O x 1 1/2' 1000 765 A231 A23 I SIMPSON ANGME 4 _11 Od x 1 1/2" 4 1 D x 1 1/2' 239 239 AA 512 66 1'�I PRvvIDE TBr1POIeART• AND PERMANENT BRACING PER PLAN DETAILS, TRUSS 11864R/ ' -- ENGINEERING DRAWINGS, AND BC61. 2 1 EN'DJ HJ518 379 89U69 16 d COM'iM OR 16 d x Z 1/2 (0.162 DIAD GLN NAIL 1tOR f 6YM.! 0,'P, 0, W 4 X ) AND FNmOM H& r,M TO HEA SIR ONLY FOR f SYM.t D, E, F, Ci N) 241 99 , SI 237 -UN [I) WTA 16 'A' FM TORR TO CMU UALL C�x+1�ECTION lWLE66 NOTED OTWEP06E) DWG. NAME 11864R/ r-- - 12 l ENDJ HJ3 277 49 0 WARE (2) 'A' OR 'C' (WA 16) ANCH011116 INDICATED, APPLY lU EA. 61DE OF Tl1U56 IUN.Oa I PLY TNM U89 (6) IOd k 1144 NAIL$ EACH ANCI,I TOTAL (12) NAILS (2VW) 90 222 32 2 INL.Y (OR I'10PIIE) TNMWE (1) 16d NAIL6 EACH ANC.40K TOTAL 64) NAIL6 (2l OV) DR 11864R/ -USE cu MT6 116 OR MfW 16 'Cly POR TRIM TO FRAME WALL CC44NECTION W".) 1 _ 409" w EMTs2 2 2 ENDJ HJ3B 275 -- EB OR MTS 'TBI INDICATED At CMU U6! 3/4 d THREADED 72 � NRE ED ROD � 95 29 J-��J WITN SIMPSON "SET" EPDXY SYSTEM, EMBEDDED b" MIN DATE � 1 � 4 44ERE '6' (MIST) 01st 'X' (W"16) INDICATED AT CMU, L16E S/6" d THREADED ROD 209 118648/ WITN 61MP60N "SET" EPDXY 6Y5 TEM, EMBEDDED. b ,MIN. CHECKED W 2 1 ENDJ HJ3A � WHERE !� OR RT"1 INDICATED AT NIP CORNEIRt JACKS, ANCHOR TO GIRDER 285 66 '�'► "� « AT TOP 4 BTM. CFO7RD,"N ADDITION TO l3) 0.131 GUN NAILS �3 ac fr- 70 30 t , 1 , , ,,� O Q- ��J Q (ST12) MAY 214 43 BE USED I.L.O. T NIP JACK t0 GIRD. r DATE 0 -USE (3) 0.131" x 3 1/4" GUN AVAILS FOR JACK_ , � �,�r, , a�,.:.,. - CL. C , F� TO HIP GIRDER CONNECTION TOP t BTM. -ed NAIL SHANK 15 0.1310 DIA Et Wd NAIL SWANK 16 0.148" GIA 16d NAIL SH" 16 0.1620 DIA. TRUSS' ANCHORS HAVE KEN DESIGNED 7MS LAYOUT IS FOR ANCHOR ASSIGNMENT tAYOW TO MEET OR EXCEED THE 120 MPH MAND TRUSS COMPONENT DESIGNS AND LOAD REQUIREMENTS OF THE FLORIDA TRUSS SYSTEM LAYOUTS ARE PROVIDEDA —._—__-----__.. !fl"lYNIM►177 �, w111. w,uA AAA M wu •\,w —,m- w,-s"►A..M. '.. w —.w.. `` .. 1 lei _ � .-,-o rwa m �..+ l 1 0.�'.WON' 1I1f: �?" c �+ 1 I •: 1 Pa _ 1186!' 4 ils6li<t page ASCE 7-02 STRAPPING HANGER dt ANCHOR SCHEDULE, salco1-21104-18 rASTDM UMD Ml sft COOS HEADER JOIST META 16 s1MPSON ANCHOR - 1 PLY TRUSS — ----9 10d x 1 1 2- 7M1%xA 1810 MTS16 SIMPSON M�e - TNIST'STRAP --- (14) 10d x 1 1/2"- 1000 C HETI 16 ANCHOR -2a3 PLY TRUSS ------ a 16d --— 1810 D THA 422 SIMPSON TRUSS HANGER FLOOR a 16d d ted 1635 750 E HUS 20 SIMPSON HANGER 1 PL 14 18d 5 16d 3205 1550 F _ HUS 28 SIMPSON HANGER 1 PL 22 l6cf3F 8 15d 3775 2000 G ' NWS 28-2 SIMPSON HANGER 2 PL36 18d 16 15d 7185 2650 H 8- MGUS 23 SIMPSON HANGER PL 8d 10 8d 1 LSSU 210 SIMPSON SLOPED HANGER ( 1 PL 10 10d 7 10d x 1 1/2" 1390 879 J LSSU 410 SIMPSON SLOPED HANGER 2 PLY) 16 16d 12 IDd x 1 1/2 2990 1150 K MSTA36 -- SIMPSON FLAT STRAP -- — ---- (24) 10d _ -- 2050 L LSTA3II SIMPSON -- MT STRAP ------ (24) 10d ------ 1640 M' NFM .' USP CMU — HANGER 1/2- J - BOLT 14 1 O 5935 1325 N MSTI 36 -- KSTI 236 SIMPSON USP STRAP TIE ------ (36) 10d x 1 1/2" — 3800 OI MS11 60 _ KSTt 260- SIMPSON U9' - STRAP TIE __-- (60) 10d x 1 1/Y - _.. 5080 P HTW 24 USP TWISTED RAFTER TIE - - - 24 1 Dd x 1 1 2 - - -1530 0 ST 12 SIMP. SP STRAP TIE ----- "' 10 16d ----- — 1105 R S MOT SIMPSON HEAVY GIRD. TIE DOWN 518'_ROD, TO HTT16 POST (22j tOd __ — — — 3965 TIE -BM. S/8� ROD+ POST 22)10d ------ X3140 1H 2 3 _- RT7 SIMPSON HURRICANE CIDP �,--- (5) 8d (5) 5d ------ 415 U A8U e6 _ PAU &F__ SIMPSON Post BASE a uSP xe 5/8' x 6" : EXP. BOLT (12) ted (POST) 12000 2300 V ABU 44 PAU 44 —� SIMPSON USp POST BASE 4X4 5/8" x 6" EXP. BOLT (12) 16d (POST) 6665 2200 w MTT288 SIMPSON TENSION TIE SLAB: 3/4" x 6 POST (24) 16d* 2510 �7B -- LAID TIE -SM. 3/40 ROD+ POST 24 —16d* — x HTTId HTn5 ,--- SIMPSON --- TENSION TIE SO TIE—BM. 5/8" ROD+ POST (I B) 16d * _ 3140 Y THJA26 SIMPSON HIP JACK GIRO. HANGER 20 16d 10 10d x 1 1/20 3255 960 Z SUR " L 28 SIMPSON SKEWED 45d HANGER 6 16d 6 10d x 1 1/2' 1000 765 A231 A23 SMPSON ANGM 4 1 O x 1 1 4 10d x 1 1 239 239 /U NOTES', PROvIDE TEMPORARY AND PERMANENT BRACING PER PLAN DETAILS, TRUSS • ENGINEERING DRAWING!!, AND 5C61. * USE AND 6 d COMMON OR 10 d .x 2 1/2" 0.162" DIAa GUN NAIL FOR l SYM.t O, P, Q, W 4 X ) FROM H&*0 TO HEADER ONLY FOR ( SYM.t. D, E, F, G, N) -ift (1) META 16 'A' POI! TRIM TO CMU WALL CC CTION (UNLE66 NOTED OTHL"WIN) DWG. NAME i WARE (2) 'A' OR 'C' ((ETA M►) ANCHORS �7ICATED, APPLY (1) M& GIDE •Or TRU66 cumo.) - PLY TRI," U8! (6) kOd x I I** NA" EACH ANC10M TOTAL (12) NAILS (2~) Z PLY {OR MORE) TRUSS U6E (1) Mrd NAIL& EACH ANCHOR, TOTAL (14) NAIL6 (25OV) DRA USE (1) MM * OR MTW 16 IS'" TRUS6 TO FRAME WALL CONNECTION (IJAOJ s>cs c� +WaERE 'W' CMTT28B OR MT6218) MDICATEV AT CM, USE 3/4" d THREADED ROD WITH SIMPSON "SET" EPDXY SYSTEM, EMBEDDED 6" MIN. �DIATE 41WERE 'S' (MGT) OR 'X' (14 T16) INDICATED AT CMU, USE x5/811 d THREADED ROD ,7",'t%� WITH &IMP&& "SET" EPDXY SYSTEM, EMOEDDED 6 MM. CHECKED -WHERE W2,110 OR RT1 INDICATED AT RN NIP CORNER JA=b, ANCHOR TO GIRDER AT TOP 4 I5TM. CHORD, IN ADDITION TO (3) 0.13i" GM NAILS �( 'Q' (ST12) MAY BE USED ILD. 'T' * HIP, JACK TO GIRD.' DATE -USE (3) 0.131" x 3 1/4" GUN NAILS FOR JACK TO HIP GIRDER -CONNECTION w TOP 4 157M.'" ar 55 06 AdNAIL SHANK 16 0.131" DIA. SH ET MPd NAIL SWANK 16 0.148" DIA. 'a , Ibd NAIL SNANIC IS 0.162" DIA. ��;h.,� ..3�.. Robb "s L d IIn 1"/1104" /MTM O INF1M! V$ Is 116.61496ww4q hp t1l" 11�r1 DO* Mill" .kneel of I - 7RUSS ANCHORS HAVE BEEN DESIGNED THIS LA1r0UT IS FOR ANCHOR AS51 IT M MEET OR. EXE THE im 11GNd WINI1 [11111 r. , 'IM Me mlwot umr Kdrnuc •uh I - 11,