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325 Country Club Ln detached garage dwgs MAP SHOWING BOUNDARY TOPO GRAPHIC AND TREE SURVEY WITH PLOT PLAN OF LOT 3., BLOCK 5 AS SHOWN ON MAP OF SELVA MARINA UNIT NO. 2 AS RECORDEO IN PLAT BOOK 27 PAGES 6-64 OF 7HE CURRENT PUBLIC RECORDS OF DUVAL COUNT)� FZA. CERTInED TO YOUNG AMERICAN HOMES SECTION 16, TOYMSHIP 2 SOUTH. RANGE 29 EAST 6' WOOD FENCE— rND 1/2- FENCE 0_ oo,(p) FENCE FND 1/2- IRON PIPE N89'20'1 to E 115. 0.3*NORTI) IRON PIPE NORTH LINE OF SECTION 16 NO I.D. (0.3*NORTH 1 n E 11 4.98"(Al NO I.D. ,N 89"201 12 29- (8.0) k MAGNOLIA LIVE 2.6 _I OAK �_4' CHAINLINK FENCE 0 V) z CD L 0 T 3 B L 0 C K 5 12.0' 19-8' b (VACANT) 24.0' x 0 cd STEEL 0 CARGO Lx _: 00 EN CONTAINERS PROPOSED 0 n 01 2.4*- 19. GARAGE ui %.11 o 1 PROPOSED- 04 Go u') OPEN ac) 0 b V_ c 0) 0 w LIVE DECK 2 Ld L) OAK 24.0' c; L) z L0 z 4. LAJ Ll 15" 0 LIVE 0 PROPOSED OAK 3 PATIO-\ 1q.. LIVE Lf) OAK c 36- 3.0' 0 -7 LIVE 04 4b' le 32.8 31: 11 0.3 0 39.7' OAK t6 11r,9 . 2:;-11�ii'��1�1*1�-r` 0 2.6' -0 Irl C6 19 MOP"O*sEbl*l urwA 2.6' RIVIEWAY 0 C) 0 a V) PROPOSED 0 PROPOSED COVERED 35" Lj a. CUSTOMER ENTRY t"�-:�ei, _j Ix 156 w LIVE V)0 RESIDENCE b w LZ OAK ao 10.0' L) 0< C44 W-52.58' LLI LL_ m 0 o ,-j -56.2 26 m LL WZ s z z L.L 0 CL PROPOSED D 0 COVERED ur) DENOTES FOUND 1/2- 32.-r PORCH N 0 IRON PIPE NO I.D. 40.0, 4. 16.6' p!-. '!� I * UNLESS OTHERWISE NOTED PROPOSED --LEAD WALK" ____ - 0 0- DENOTES CONCRETE POWER POLE AUG 2 4 2016 e�5�4f!" rw 35' B.R.L. (PER PLAT) 1 0 0 V) ATRS - DENOTES AT&T RISER BOX b U I_j CRB - DENOTES CABLE RISER BOX < PROPOSED (O'Oo) - DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) LEAD WALK (A - DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) :a- CA WORKER I PARKING 0 1 r ct; z IL- I- _j I= BOUNDARY; TOPOGRAPHIC; PLOT PLAN; TREE, W.O. #151163; 08-18-16 (FIELD) cn R FND 1/2" MORTGAGE, W.O. #151163; 08-18-16 (FIELD) '(BE A,1RIN' BASE) Lo co 205.00:(P) /,& — IRON PIPE 205.22(A) S89-29-iomw �A 15.00'(P) 12, -1 40 I.D. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDMONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. FND 1/2- FND 3/4 S89020"lOwW 11 5.059(A) CRB IRON P:PE o IRON PIPE r -OH NO D. NO I.D. 0 UNDERGROUND ENCROACHMENTS NOT LOCATED W014KER OVERHEAD ELECTRIC 00 r PA�JING ,> cd ATRB THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE *X*AS SHOWN -------- ON FLOOD INSURANCE RATE MAP 0409 H FOR CITY OF ATLANTIC BEACH, DUVAL COUNTY. FLORIDA, F.I.R.M INDEX DATE 06-03-13 CURB & GUTTER 6) ALL AMERICAN SURVEYORS OF FL V LAW 5L#?AEY0W J751 SM JOSE PLAC& SEM 15 - J4CK300= FLORACK 3=7 ORIDA, INC. CROWN OF-9 CROWN OF--o CROWN OF, LAMM LAAV BUS#93S NOL JW7 ROAD ROAD ROAD Leoend P.R.M.-PERMANENT REFERENCE THE ABOVE LANDS WERE SUWEYED UNDiIi�Y (7-47) (7-71) (7.73) TYPICAL MONUMENT 'SWEkASIDN AND FOUND P.T. - POINT OF TANGENCY DIRECTION.IMT THERE ARE NO ENCROACW%Wt$_-"CIEPT AS%$011111IN AND THAT BENCHMAM- CDNC CONCRETE P.C. - POINT OF CURVE THE SURVEY SHOWN HERFJDN MEETS THE-MIINIMUM TECHNICAL'�'T 1 41 MON. FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS NtK=SET I.P. MONUMENT P-P-C.- PONT OF REVERSE CURVE COUNTRY CLUB LN FND 60d NAIL IN POWER IRON PIPE P.C.C.- PONT OF COMPOUND CURVE PURSUANT TO CHAPTER 472.027 C+IAPTER 6IG17-6.FLORIDA,STATUFM POLE IN FRONT OF THIS LPL PON ROD S.R.L. - BUILDING RESTRICTION LINE Au (16TH STREET PER PLAT) LOT ON WESTERLY SI CH CHORD F.P-M--FLORIDA POWER&L09 AMERCM A ARC UDIM A/C AIR CONOTTIONER (60- RIGHT OF WAY) ELEVAMON:(10.00) R RADIUS I.D. IDENTIFICATION SURVEYM SED N .JK �FND �1/2- A T (c) CALCULATED NM - NATIONAL GEODETIC VERTICAL SURVEY NOT VAUD UNLESS EMBOSSED By SEAL OF FLONAk ELEVATIONS SHOWN (D) DEED DARN m 1p PLAT A4M D-AqW4ft-JFL. No. 26471 HEREON REFER 70 NAVD R RADIAL NhVD - NORTH AMERKAN VERTICAL OF 1988 - CENTER LINE DAIUM SrALE 1*=30' ft 027 Z �7 R/W - RK*ff-OF-WAY P-1- - POINT OF INTERSECTION (A) -ACTUAL EN - EDGE OF WATER :_9 -WITNESS TOB -TOP OF BANK DATE 07-26- 6 4RI -It _,e. . LB - LICENSED BUSINESS 5.1,10"IM r"Lo MAPPER F,.a DR. By DEL DIR. P:\2016\80783-151163-BNDY-PP-TOPO-TREE ORDIER Alo. 151163 FILE 80783 MAP SHOWING BOUNDARY ., TOPOGRAPHIC AND TREE SURVEY WITH PLOT PLAN OF LOT 3.. BLOCK 5 AS SHOWN ON MAP OF SEL VA MARINA UNIT NO. 2 AS RECORDED IN PLAT BOOK 27 PAGES 6-64 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTK, FLA. CER77RED TO YOUNG AMERIC4N HOMES SEC11ON 16, TOWNSHIP 2 SOUTH, RANGE 29 EAST 6' WOOD FENC FND 1/2- FENCE FENCE FND 1/2- IRON P:PE N89*20'10"E 115.100'(P) 0.3.NORTH� IRON PIPE NORTH LINE OF SECTION 16 NO D. 0.3'NORTH N 9*20101"E 11 4.98'(Al NO I.D. A-L Llk� 29 MAG 2 IA li'd'% LIVE 0-0-0) NOL OAK 2.6 4' CHAINLINK FENCE 0 tn 13 z ig L 0 T 3 c6i B L 0 C K 5 .S-- I" (VACANT) 12.0' 19.8' x 0 24.0' &01 E nE 0 c6 STEEL uj .I I 1 1. cr� 0 1 - AR 0 ui Lx CONTAINERS o co >0 clJ 0 ct c6 PROPOSED O_ 0) 19.8. GARAGE ui *��%1.10 -d' 2.4' PROPOSED-_ cli -0 .6 c ?N C) 3n' OPEN c Li LIVE DECIK ,2 0 OAK 24.0' 6 z L0 z Lu 4.0' 64;� 0 LIVE OAK 0 PROPOSED PATIO 19" to w LIVE Lf) L0 OAK -COVERED C14 IGN 36' 0. 0.3 I�AT LIVE 32.8 0.3 0 OAK 39.7' r 0 0 2.6' '9 06 &bSEb,, 6 x 2.6 C) 0 V) PROPOSED D-MIVEW"AY 0 0 PRYMY PROPOSED COVERED 35" w CUSTOMER ENTRY c Y) w LIVE Ln u b RESIDENCE 10.01 .3 OAK Go- 0< eq W-52.58' w m -j LL_ m uj Z Ix 0 z z 0 a. PROPOSED D-56-25' U-) COVERED DENOTES FOUND 1/2 F- 32. PORCH-\ 40.0' N 0 IRON PIPE NO I.D. 16.6' 3.9 UNLESS OTHERWISE NOTED PROPOSED 0------- DENOTES CONCRETE POWER POLE --LEAD WALK- -------------- ------------ B.R.L. (PER P p P5 35 ATRB DENOTES AT&T RISER BOX 0 CRB DENOTES CABLE RISER BOX < PROPOSED L) ( -Oo) DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) LEAD WALK ui (A (0'0) DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) WORKE� a. L3 PARKING ct, z i i I P: "' BOUNDARY; TOPOGRAPHIC; PLOT PLAN; TREE; W.O. J151163; 08-18-16 (FIELD) co ro W? FND 1/2" MORTGAGE; W.O. #151163; 08-18-16 (FIELD) ui '(BEARINP BASE-) 205.00:(P) IRON PIPE 205.22(A) S89'20'10"W ��A 15.00'(P) UO I.D. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE FN 1/2- S89"20 v l0wW 11 B 69 MAY BE ADDITIONAL EASEMENTS AND/OR RESTIRICTIONS THAT ME NOT SHOWN ON FND 3/4- 5.05 A) THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. IRON P:PE IRON PIPE -- ------ ---------- 'n2 NO D. NO I.D. I OH UNDERGROUND ENCROACHMENTS NOT LOCATED WORKER OVERHEAD ELECTRIC "ll� I r-> PARKING RB THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE 'X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. F.I.R.M INDEX DATE 06-03-13 CURB & GUTTER ALL AMERICAN SURVEYORS OF FLORIDA, INC. CROWN OF CROWN OF--* CROWN OF, LAAV SE4?WEYM J751 SIIIN JOW PLAC& SEM 15 - d4CKSOkM" RJORM M257 W412N00W 9116#93S APOL J857 ROAD ROAD ROAD YP.) Leqend P.R.M.- PEItMANENT REFERENCE 51 (7.71) (7-73) -WPEZ MONUMENT THE ABOVE LANDS WERE SURVEYED UNDER W, RESPONSIBLE PERVN"AND RVEY SHOWN HEREON MEETS THE MIM -TECHNIOL- AND THAT CONC -CONCRETE - FONT OF CURVE U0 SET - No. - FOUND P.T. - POINT OF TANGENCY DIRECTION.THAT THERE ARE NO ENCRQAWQaff-;,acEpT-jj BENCHMARK! P.C. THE SU .1 1-4 MON. - MONUMENT P.R.C.- POW OF REVERSE CURVE FORTH BY THE FLORIDA BOARD OF PRO=SURVEYORS ANO MAPPERS COUNTRY CLUB LN FND 60d NAIL IN POWER I.P. - IRON PIPE P.C.C.-POINT OF COMPOUND CURVE PURSUANT TO CHAPTER 472.027/CFWrER 61G17-6.FLORICkk STATLOM. POLE IN FRONT OF THIS LR. - RON ROD S.R.L. - BUILDING RESTRICTION LINE ALL CH CHORD F.P.&L-FLORIDA POWER&L4;HT AMEAKM (16TH STREET PER PLAT) LOT ON WESTERLY SI A ARC LIDaM AIC -AIR CONDITIONER SURVEY0S (60' RIGHT OF WAY) ELEVATION:(10.00) DE,�4 R RADRIS I.D. IDENT*rATION OF FLOM" (C) CALCULATED - NATK*VL GEODETIC VERTIC& SUWEy NOT VAUD UNLESS'EMBOSSED By SEAL ELEVATIONS SHOVlN (D) - DEED DATUM INC -PLAT %vAlm D. HAl- - Jp_'No. 2647 c FND 1/2�- �� L HEREON RU TO NAVD RWIAL NAVD - NORTH AMERICAN VERTVA OF 1988 CENTER UNE DATUM SCALE 1'=30' BOB L I NO. 41327 R/W = R09-OF-WAY P-1- - POINT OF INTERSECTION (A) -ACTUAL EW - EDGE OF WATER CW) -WITNESS TOB -TOP OF BANK DATE 07-26- 6 91 LB - UCENSED BUSINESS FLORIDA REGI Ed'S;URVEYOR AND MAPPER ra DR. By DEL DIR. P:\2016\80783-151163-BNDY-PP-TOPO-TREE ORDER Afo. 151163 FXE 80783 241-011 .10 121-011 121-011 00 General Notes -----------T -------------------- 2.0 ------------I---- F--------------- 304� 5.H. 5econd 5tory ------------ ui WaI15 below I I VERIfY ALL DIMEN51ON5 AND _40 9; CONDITION5. MR/�/'///�NO/�////V///�WE// x------------------------...................................................................................................................... .............................. ALL DIMEN51ON5 ARE MEA5URED /Nd ........ 14�1 N TO IFACE Of BLOCK, IFACE Of ----------------------------------------------------------------------------------------------------------------------------------------- ------------------------- 30 8 ki n qj, 5izr, bed ......................... ......................... -------------------------------------------------------------------------------------------------------------------------------------------------------------------------.............. fKAMING MEMBER5 UNLE55 --------------*--------------------------------*......................-------------------------------------- ....................................................------ ........................ ..................................................................................__------------------------------------------------------------------------------------------ -------------*--------------------------------------------------- OTHERW15E NOTED. ---------------------------------------------------------------------------------—--------------------------- ---------------------------------------------------------------------------------------------------------------------------------------............................................................ ..............................................-------------------------------------------------------- -------------- ----------------------- ......................................................................................................................................-------------------_----------------------------------------- L-------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------ ------------------------------------------------------*-----------------------------------------------------------------------------------------------------*----------------- ...............................................................................................................I..................................... ........................ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------............... ALL NEW PLUMBING I`IXTURE5 ........................ .............................. -------------------------------------------------------------------------------------------------------------------....................................................................... ------------------------------------------------------------------------------------------------------------------------- ...................................................................................................................................................................................................... TILE, LIGHTING fIXTURE5. CABINETRY, AFPLIANCE5 AND %X/ f LOOP, COVERING5 TO BE 006 Ln 5ELECTED AND APPROVED 13Y (b M 177 '�4 0 (y) 9 OWNEK5 BA5ED ON CL QL I 1 0 ..............................................................................------------------------------------------ ---------- CONTRACTOR PROVIDED ------------- .......................... 51OPC 20R�5 ALLOWANCE5. I handrail5 5hall be of HVAC 5Y5TEM REQUIREMENT5 TO .............................. W1 I Cb proper qjrip-5IZC per f 13C K3 1 1 .7.7.3 4-1 BE DETERMINED 13Y OTHER5. 12 Z.- 5TRUCTURAL 5Y5TEM5 .......................... ..................... REQUIREMENT5 TO BE DE51GNED CON 0 1 Lo DETERMINED BY OTHER5. n ni DE51GNER A55UME5 NO LIAE31LITY &J &J IFOR ERROK5 OR OM155ION5 IN --------------------------- ............................... BUILDING PLAN5. CONTRACTOR TO ---- ---------- VERIfY THAT 5COPE Of WORK AlO - I .......... ............................. AlO - I MEET5 ALL AFPLICA13LF CODE5 1 1 107 10 5Ccond 5tory ............................... .................................. 2 I Wall5 below _J PRIOR TO COMMENCEMENT Of L------------------------------ ------------ -------------------- SIN ------------------------L WORK. 3042 5.H. L ............................ ..................................I 11� H I----------------------- 7-9 112" 3'-8 1/2" -011 12 12 4"x4" 5upport 40 �12 -Oil be;ow lower roof 24 00 fir5t 5tory roof cond 5tory roof 2,41-al Roof NOtC5: GARAGE 5ECOND f LCOK PLAN I . All mea5uremente, are from face of wall. 2. Overhanej, 15 24" unIC55 otherw15c nc�.ed. 1-011 3. 5heathirI per 5tructural 5hect5. 5CALE 11411 1 4. Roofi ncj membrane to be 5elf adher i.� poly Tier modif ied bitumen roofinj underlayment.(optionz, with metal roofin,3) 5. Roofinej, 15 architectural 5hincjle5. GARAGE ROOf FL� AN G. Roof variC5 in pitch, 5ce plan5. 7. Sice floor plan for any ceihn-� heicjl chancje5. SICALE 11411 1-011 23/4 241-011 5'-G 1/4" 5'-G 1/4 51-3 1/216 04 - ---------------- C\1 0 - 1011 - 1011 C\J ------ -------- - No. Revision/Issue Date 13`-5A 1 2 C? . 1. ------------------ R 1'-4 112' X 7---_--- I I 28G45 P,1 1-411 8"thickened edcje G 5ter I Gil General Contractor L------ ---------- 3 0 9 3OQ5 I Gil thickencd concrete monolithic 51ab per 5tructural foundation plan (typical) E 0 71-411 GARAGE GOO 5 f 0 F 71 F 71 0 C? -1 QL - if) in N C\J 5hower under 5tair5 C\1 L------ L Firm Name and Address 0 411 concrete 51ab (per 5truc,,-.�iral reinforced concrete JOHN ROWAN DE51GN , INC. footinCJ5 per 5tructural I G070 overhead 5hect5) on compacted fill on -OOG 151 5AWGRA55 CORNERS foundation plan mil vapor barrier, 5011 to be t1`,--'!atCC1 (typical) L-------J te barr�,,-,-r with chemical termi UNIT # 101 FONTE VFDRA BEACH f L -7087 (904) 759 E L------ AlO - I AlO - 1 ------------------ Project Name and Address GROVER RENOVATION5 325 COUNTRY CLU15 LANE NOTE: handrail5 5hall be of proper 1-011 1 GI-011 . 011 ATLANTIC BEACH , fL --------J GAKAGE 15 A MONOLITHIC 5LA15 cyip-51ze per I`BC R3 1 1 .7.7.3 4 0 A GARAGE ARCHITECTURAL -011 1-011 J* 241 41-011 4 01 100 41 3'-10 1/4" 4_4 fOUNDATION , I'LOOK, 241-011 ROOf PLAN5 GARAGE AREA CALCULATION5 Project Sheet 2014-0031 f I R5T f LOOK GOO 5QUARE fEET OFFICE COPY Date MONO GARAGE ARCHITECTU L f:OUNDATION PLAN 5ECOND f LOOK GOO 5QUARE fFET GARAGE f I f LO PLAN 03/ 1 1 / 1 G TOTAL UNDER ROOf 1 ,200 5QUARE fFET 11 1-011 Scale 5CALE 11411 1-011 Architectural founclation plan provided for geometric planing 5CALE 1/4 1 1 /411 '-0" Of I 25HEET5 pL;rP05C5 only. Slee 5tructural 5hCet5 for 5tructural ClCtall51 ancl Dimen5lon5o may vary5lightly clue to reciuirement5i. Any reference on thl5 plan to 5tructural element5 field moclification5 and adJU5timent5i. are fcr planing purp05C5 only, 5tructural 5hCCt5 take precedence. Oil LULLLLLLLL1_LUL H U U H LLLU_LJ1_L1 General Notes a_LLLtL EiLLLUL1 ILUL�Lfl LULLIL11L fLILUILLI[LdLLLL�' LULILLLL � LULLILLLLLL LiLLLLILL-L', I - architectural architectural iLLLtLLLL_U1 di—LLL _L1 A -Liii _t� I I , I ILELILLE F�incjle5 5hincjIC5 VFRIfY ALL DIMEN51ON5 AND I I IL�l _iLLLLL_LL_LJ LiLLLiLUi L-LLJ-Lil ALId.LLLLL-L L LL11 _L1L_LLL1i1JLLiLLLEdLLLL_� LLLLLdLE Lidl� _dA UILLLIiL, 1LLLiLLLnL LL d-LE - LLU iLLLILLLL' A CONDITION5. LLLaiLlu, _U_LLULLLL� H I. I � . .. ,L I L 1117 '. Lfl-LLL --cond floor + 181 all ALL DIMEN5ION5 ARE MEA5URED H H1111 111H 11 5econd floor 41 A� 4 H 11 11 11 11 11 wall plate -all plate 1-011 TO fACE Of BLOCK, fACE Of 1-011, fRAMING MEMBER5 - UNLE55 10 OTHERW15E NOTED. ;> M MEN ALL NEW PLUMBING fIXTURE5, dUCtIC55 TILE, LIGHTING fIXTURE5, —1 Ll CA51NETRY, APPLIANCE5 AND f LOOP, COVERING5 TO 13E 71 5ELECTED AND APPROVED BY 3-01 11 + 101-7-11 + 101-7-44 41 OWNER5 5A5ED ON 5ccond flFo-r f=nd floor IF 12 11111 U 12 5 1-111 5 CONTRACTOR PROVIDED J floor wall platcAu +9 5tructural floor 5y5tCM I fir5t floor wall pla beam Ar beam ALLOWANCE5. HVAC 5Y5TEM REQUIREMENT5 TO b*b 5idincj -411 x 411 411 x 411 15E DETERMINED BY OTHER5. LLU 5 5Upport 5upport M 5TRUCTUR.AL 5Y5TEM5 3-1/2" trim 3-1/2"trim REQUIREMENT5 TO BE DE51GNED U) (typical) L,*b 5idincj DETERMINED BY OTHER5. _FY wood 5-1/2 DE51GNER A55UME5 NO LIABILI fOR ERROR5 OR OMI55101\15 IN handrail (typical) 5tCF5 water tabl BUILDING PLAN5. CONTRACTOR TO 5-1/211 water table fir5t floor fir5t floor A_1� -0- VERIfY THAT 5COPE Of WORK (typical) -1 r reference only reference only 5hower 7 MEET5 ALL APPLICABLE CODE5 PRIOR TO COMMENCEMENT Of RIGHT 51DF= f= LEVATION WORK. GARAGE LEf=T ELEVATION 5CALE 11411 1 1-011 5CALE 1/411 1 1-011 architectural 5hin-�Ic5 12 12 12 5 5 5 architectural 5hincjlc5 No. Revision/Issue Date + 8'-33' 5econd floor + 5econd floor 41 wall plat"c wall plate F General Contractor 1-011 2'-0" 01 2 0' 00 3,Y2" trim 3: M M (typical) handraiI5 5hall be of proper civir-5ize per f 5C K3 1 1 .7.7.3 architectural r + + 1 01-73f -cl deck I 5hincjlc5 5econd floor 5econd floor railin-0 111111 IHHI 11 1 11 Li _U_J L-i I Li L-1 +! fir5t floor W±LElate ILLLLLUL fir5t floor wall plate: )d P05t Firm Name and Address beam b*b 5idincj 3-1/2" trim JOHN ROWAN DE51GN , INC. (typical) 4 x 5upport 151 5AWGRA55 CORNER5 U 3-1/2"trim UNIT # 101 (typical) PONTE VEDRA 15EACH f L btb ! iclinej, -7087 (904) 759 5-1 le' water table 5-1/2" water table (typical) (typical) -C fir5t floor A_1� -0- Nil 1111UHUHHH111 - fir5t floor reference only reference only Project Name and Address wooci 5tep5 GROVER RENOVATION5 handrail 241-011 325 COUNTRY CLUB LANE ATLANTIC BEACH , f=L GARAGE REAR ELEVATI N GARAGE " f=RONT ELEVATION 5CALE 1/411 1 1-011 11 1-011 54ALE 114 1 GARAGE ELEVATION5 Project Sheet 2014-0031 Date OFFICE COPY 03/ 1 1 / 1 G Scale 11 1 /4 P-0" Of 125HEET5 5tructural beam per 5tructural 5hCdt5 5hingle5 architectural General Notes 12 5 V afp VERIfY ALL DIMEN51ON5 AND recond floor + 18'-31" CONDITION5. wall plate x --------------- ALL DIMf-N5ION5 ARE MEA5URED G51D tAl king 5izo bed wp TO fACE Of BLOCK, fACE Of ELECTRICAL NOTE5: fRAMING MEMBER5 UNLE55 E/ 73 /p" OTHERW15E NOTED. Lr) PULL WIRE TO CEILING FAN LOCATIONS AND PROVIDE SUPPORT AT CEILING fOR FAN. LL ALL N EW FLU M E31 N G f IXTU RE5, r ALL SMOKE DETECTORS TO BE WIRED TO SOUND WHEN ANY OTHER SMOKE DETECTOR 15 ACTIVATED. TILE, LIGHTING fIXTURE5 17-9 1/2" ///�' /0-2 1/2" OR TO VERIFY CA51NETRY, APPLIANCE5 AND afr ELECTRICA L LAYOUT PROVIDED FOR PLANNING PURPOSES ONLY; CONTRACT +1 0-7j" fan 5ELECTION AND PLACEMENT OF ALL ELECTRICAL EQUIPMENT. 5econd floor f LOOP, COVERING5 TO BE +91-111 5ELECTED AND APPROVED BY PROVIDE G f I CIRCUITS AT ALL WET OR DAMP LOCATIONS. fir5t floor wall plate OWNER5 5A5ED ON x METER BA3E LOCATION TO BE DETERMINED 13Y LOCAL ELECTRIC AUTHORITY. 10 24 CONTRACTOR PROVIDED ate- VERIFY HE GHT OF ALL WALL MOUNTED LIGHT fWURE5. ALLOWANCE5. ------------- fan prewire I refrigerator- fi I � k- 'i�; HVAC 5Y5TEM REQUIREMENT5 TO pluej, I BE DET ERMINED 15Y OTHER5. wo 3 Z E kn 5TRUCTURAL 5Y5TEM5 afp U)0 4"concrete 51ab on compacted fill with REQUIREMENT5 TO BE DE51GNED 3-1/2"trim .00G mil vapor barrier, 5od to be treated t 0( (typl:;al) DETERMINED BY OTHER5. with chemical termite barrier per 5tructural -J& 0 0 5heet5 da Df-51GNER A55UME5 NO LIA131LITY 0 -+4 fir5t floor reference only fOR ERROR5 OR OM155ION5 IN 7-7-- .- ---------- - BUILDING PLAN5. CONTRACTOR TO -Ytlo ffwitch '.--=.=,,--continuou5 concrete continUOU5 concr(�ite—====---- in garage footing per footing lv�er VERIffY THAT 5COPE Of WORK 10 afp afp 5tructural 5hect5 5tructural 5hC.-"t5 gfi MEET5 ALL APPLICABLE CODE5 PRIOR TO COMMENCEMENT Of Cr055 5ection provided for non 5tructural cletaiI5 only. See 5tructural 5hCCt5 for A- 10 GARAGE CR055 5ECTION WORK. 5tructural cletaiI5 and requiremCnt5. Any reference on thi5 5ection to 5tructural 5CALE-: 114" P-011 element5 are for planing purF05C5 only, 5tructural 5hect5 take precedence. GARAG E 5 ECO N D f LOO R E LFC../TRI CAL F LAN 11 -011 5CALE 1/4 1 f I ELECTRI(10--dAL ffIXTURE LEGEND PNEUM C 5WITCH rrv� CABLE TE 1510N OUTLET WALL MOUNTED LIGHT TELF--PHONE CEILING LIGHT 1 NTFKN FT/ D t fi i PENDANT LIGHT WP WATER PROOf FIXTURE No. Revision/issue Date (D PU--.K L.E.D. LIGHTING FE31 EXHAU5T I'AN to light SID up5taii-5 0 RECE55ED LIGHT (2) 5MOKE DETECTOR General Contractor 6 _0 'W" C FE TEL 151C 'HONE I ,N ET I DA,A ADJU5TAl5Lf RECE55F-D (9 WALL MOUNTED LIGHT 3: LIGHT "EYEBAI-12' UNDLR COUNTER LIGHT \N1 f LOOD LIGHT 5PECIAL ELECTRICAL CONNECTION DUDLEX RECEPTACLE LV LOW VOLTAGE L.E.D. 5TRIP LIGHTING CJf1 ceiling ceiling receptacle r4ceptacle 5\A ITCHED DUPLEX RECEPTACLE 4' fLUORE5CENT CEILING — — — — — — — — — — — — — — — 10 220V RECEPTACLE LIGHT GROUND I'AULT INTERRUPT 'EMEMENEEM 2' F`LUOKE5CENT CEILING LANDIN6 Firm Name and Address AfP ARG' I'AULT PROTECTION LIGI-IT handra115 5hall be of proper grip-5ize per JOHN ROWAN DESIGN, INC. $ TO SGLE 5WITCH f 5C R3 1 1 .7.7.1 3 151 SAWGRASS CORNERS $3 3 WAY TOGGLE 5WITCH 1P FAN PREWIRE n051ng UNIT # 101 DINIMER 5WITCH (optional) PONTE VEDRA 13EACH f L .1 ko-�� 17 equal m�ei-5 @ 7-5/1 G" treacI5 5hall be 10" (904) 759-7087 typical treac15 mal have I" n051ng 7 5/1 G" (total fin15111:CCI tread 10" -I I Of per 3 no5'nee (optional) typ 7 5/1 G" \77UP Project Name and Address GRO FVER RENOVATIONS GARAGE f I f LOOK ELECTRICAL FLAN 325 COUNTRY CLUB LANE GARAGE 5TAIR 5CHEMATIC ATLANTIC BEACH , I'L Note: 5CALE 1/411 1 1-011 all wall receptaCIC5 in 5CALE 1/411 1 1-011 i GARAGE ELECTRICAL garage 46"a.f.f. PLANS * CR055 SECTION Project Sheet 2014-0031 Date 03/ 1 1 / 1 G Scale OFFICE COPY 114 P-0" Of I 25HEET5 -011 121-011 12'-011 General Notes ----------------- ----------------------- 304� 5.1-1. 1-011 1--- ----------------------------- 21-011 2 -------------------------- VERIfY ALL DIMEN51ON5 AND 5econci 5tory 1 1-01 CONDITION5. 0 WaI115 below 77 ALL DIMEN51ON5 ARE MEA5URED )/7 L-J ................... ....... ....... TO FACE OF BLOCK, I'ACE Of .................. - --------- --------- ---- - --- --- -- ---- -- ---- ----- -- - ................. ...........----- ------ 0 -4 C\1 kinrj, 5iz L,C d . ............................ ........................... ............. ------------ ..........- 3OG8 UNLE55 ...... fRAMING MEMBER5 ---- - --- -------- ....... ....-. .......-.............. ----------- R --- ------------- ............ ---------- .............. �/ :M ............--------- . ............-.................................. ............................... ....... OTHERW15E NOTED. ------------- ............. .......... ........ ................. .......... ................ .. ........ ...... .......... ...........-...............-.-------- .............................. .......... ............................. ................ -------- -----------------------...........------ ..........I........... ------------ ........... .......... ............... ......... .......... ... --------------------------------------------------------------- --------------------------------- ----------------------------------------- - ------------------------------........ ALL NEW PLUME31NG fIXTURE5, -------- ------------------------- ---------------------- ---------------------------- X-------------------------------------------------------------- -------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------- --------------------------- ---------------------------------- -------- /00 --------------------------------------- --------------------------------------- ------------------------------------- ------------------------------------ ------------------------------I I-J-1 TILE, LIGHTING fIXTURE5. ------------------- ............--------------------------------- ---------------------------- ---------------------------------------------------------------- ------------------------------------------------------------------------------ ------- L CABINETRY, APPLIANCE5 AND fLOOK COVERING5 TO BE 510pC 51OPC ................. ....... 5FLECTED AND APPROVED BY .....------------- ----------........... ---------------------- .......... .......................----------------- ........ 0 0 OWNER5 BA5ED ON --------------- - ------------------- ---- 0 M .. ..............----------- C\J C\J .....---- ------- ------------ ........... ----------------------........ Ln C\J CONTRACTOR PROVIDED URI I in- -- ------- (b -------------- LIP C\J 20G8 ............... ---------- ALLOWANCE5. --------------------- 5lope- 51ore- HVAC 5Y5TEM REQUIREMENT5 TO ............. I I hanciraiI5 5hall be of proper cjrip-5ize per BE DETERMINED BY OTHER5. ............ ........... .............. F13C R3 1 1 .7.7.3 0 IZ/ --- C: 5TRUCTURAL 5Y5TEM5 .......-- ----------------------------- 5 C\J REQUIREMENT5 TO BE DF-51GNf-D L11 LID------------------------- 0 DETERMINED BY OTHER5. C) C\1 TY DF51GNER A55UME5 NO LIABILI C\1 FOR ERROK5 OR 0M155ION5 IN -J ------------- ..... BUILDING PLAN5. CONTRACTOR TO ---------------------------------------------- VERIfY THAT 5COPff- Of: WORK A10 - I A10 MEET5 ALL AFPLICA13LE CODE5 ------- ..... PRIOR TO COMMENCEMENT Of 10 5econd 5tory 21-011 ------------ ---------------------------- 10172 q12 wall5 below ------- ---------- WORK. 21011 -------------- 3042 5.1-1. L ------------- ----------------------- ---------------------------- ----------------- ------------------ 91� Li 31-8 11211 12" 121-011 21-011 01 4!x4*51.1pport 5 below lower roof fir5t 5tory roof 5econd 5tory roof 24-07 Roof Note5: GAf AGE 5ECOND fLO R PLAN I . All Ma5urcment5 are from face of wall. 2. Overhanej, 15 24" unlcF,5 otherw15c noted. 5CALE 11411 1-011 3. 5heathinc3 per 5tructural 5hect5. 4. Roofincj membrane to be 5CIf adherinej, polymer modified bitumen roofinej, underlayment.(optional with metal roofinc3) f PLAN 5. Roofincj 15 architectural 5hincjlc5. GARAGE ROO G. Roof variC5 in pitch, 5ee plan5. 7. 5ee floor plan for any ccilincj, heiqjht chan6j4.5. 5CALE 11411 1-011 f/20',4. 01 51-G 1/411 51-G 1/411 40.* 5� ------------------------------------ 0 No. Revision/Issue Date - 1011 C\1 13'-5 1 ------- R 1 1-4 1/211 Ln --------------- 1 / I -- -- I 25G(5 General Contractor R 1 1-4N 8'thickened edcje G" 5tep 101 3 0 G�8 I G" I thickened concrete 0 monclithic 51ab per 5tructural X�i foundaten p4an (tylpical) I E D 0 0 GARA 6 -1 1 71-411 1 1 0 GE GOO 5-ff- 0 if) 44- z -S 0 C\1 C\1 I ;C\.I' 5hower uncler 5taii-5 Firm Name and Address CM (D C\1 JOHN ROWAN DE51GN , INC. C\1 ------ -1 1 G070 overheaci 4 concrete- 51ab (per 5truct6l reinforced concrete 151 5AWGRA55 CORNER5 footin635 per 5tructural 5heet5) on compacted fill on POG founciation plan 5oil to be treated mill vapor barrier, (typical) UNIT # 101 L------- with chemical termite barrier PONTE VEDRA BEACH ff L S, (904) 759-7087 E I A10 - I Project Name and Address A10 - I I L ------------ ---------------- GROVER RENOVATION5 145 325 COUNTRY CLUB LANE ATLANTIC BEACH , FL I-01i NOTE: handrail5 5hall be of proper 4 1-011 GI-011 4 GARAGE ARCH ITECTURAL 4jnp-5ize per 175C R3 1 1 .7-7.3 GARAGE 15 A MONOLITHIC 5LA91 24 1-019 FOUNDATION , FLOOR, 71-511 41-011 4'-0 11 F: PLAN5 Project Sheet GARAGE AREA CALCULATION5 2014-00%31 171 R5T f LOOK GOO 5QUARE fEET Date 03/ 1 1 / I G 4MMM* foLiNDATION PLAN 5ECOND fLOOR GOO 5QUARE fEET GARAGE F1 ff LOOK IF LAN GAGE ARCHITECTU L TOTAL UNDER ROOff 1 ,200 5QUAKE FEET 5CALE 11411 1-011 Scale 1 /411= P-0" of I 25HEET5 5CALE 114 11 1 1-011 Architectural foundation plan provided for cjeometric planinej, pUrF05C5 only. 5ee 5tructural 5heet5 for 5tructural deta115 and Dimen5lon5 may vary 5lie3htly due to requirement5. Any reference on thi5 plan to 5tructural element5 OFFICE COPY field moclification5 and adju5tment5- are- for planincj purp05e5 only, 5tructural 5heet5 take precedence. General Notes LiLLU L L-LLLL] __LLLL_LL_LLJJ_iLLL_LL[L �LiLLLiul _iLLaLM11_1E_L LiiLLLL_L i I I I I I I U LLI LL 1_LiL_LaiLLLL1Li�iL1LLU!- LL ai6 itectural LLILLL LLL� —architectural LiLLULLL, 5hin le5 5hin,31C5 VERIfY ALL DIMEN51ON5 AND LLI LLE__LiLL_tLLLLLL�LLL[ CONDITION5. L_Dd LILL LiLLL11 211LEL, ==LLLLU1 M ALL DIMEN51ON5 ARE MEA51LIKED ILIL I_LM LL11LL1 5econd floor -cond floor + 18,-31, A� 41 4 wall plate -all plate TO fACE Of BLOCK, fACE Of -011 fRAMING MEMBER5 UNLE55 OTHERW15E NOTED. MEN 717- ALL NEW PLUM51NG fIXTURE5, 4J- 4.�k I In TILE, LIGHTING fIXTURE5, allCtIC55 AVC Cc CABINETRY, APPLIANCE5 AND f LOOK COVERI NG5 TO 13E 7 e > < 5ELECTED AND APPROVED 13Y C\1 3'-0 + 10-73" of 4 + 101- 4 Alk OWNER5 BASIED ON 5conaTioor 12 5econd floor 12 5 CONTRACTOR PROVIDED x wa ral floor sy5tem fir5t floor wall p I 5tructu 1 ALLOWANCE5. +9 late: +9 flo 11 plate beam beam HVAC 5Y5TEM REQUIREMENT5 TO BE DETERMINED BY OTHER5. b*b 5ichncj, 411 x 41 x 4 5uppo F_ E ipport 5TRUCTURAL 5Y5TEM5 3-1/2"trim--,\ FT 3-1/2"trim REQUIREMENT5 TO BE DE51GNED In (typical) b*b 5idinc3 DETERMINED BY OTHER5. DE51GNER A55UME5 NO LIA131LITY Wood 5-1/2 5tCP5 water table: U fOR ERROR5 OR OM155ION5 IN handrail (typical) BUILDING PLAN5. CONTRACTOR TO L 5-1/2" water table fir5t floor -0- fir5t floor A9k -0- VERIfY THAT 5COPE Of WORK (typical) .7 reference only reference only'-,F MEET5 ALL APPLICABLE CODE5 5hower PRIOR TO COMMENCEMENT OF RIGHT 51DE ELEVATION WORK. GAf AGE LEfT f LEVATION 5CALE 11411 1 1-011 SICALE 11411 1 1-011 .4 architectural 5hincjle5 12 12 12 5 5 architectural N o Revision/Issue Date 5 inci c5 + 5econd floor 5econd floor wall plate wall plate General Contractor e21-011 I-On 21-011 11 .0 -1 2 2'-0 3/2"trim M M (typical) hancirail5 5hall be of 4.3 proper cirip-5ize per f 5C R3 1 1 .7.7.3 architectural + 101-71" + 'd deck 5hinc3lc5 t railincj I yl 5econd floor 5econd or +91- +! fir5t floor wall pla fir5t floor wall pla I 1 11 1-JIL11 T7 113 i H J Li 11 1! U, 11 11 i 1 11 1111 1 L11 1i I I QF J Firm Name and Address )d F05t beam b*b 51dinc3 3-1/2"trim JOHN ROWAN DESIGN , INC. (typical) 4 x 4 5upport 151 5AWGRA55 CORNERS =J 3-1/2"trim UNIT # 101 (typical) PONTE VEDRA 5EACH f L b*b 5 clincj (904) 759-7087 5-1/2" water table 5-1/2' water table (typical) (typical) -C reference only fir5t floor fimt floor reference only Project Name and Address Wood 5tCP5 GROVER RENOVATIONS *handrail 241-011 325 COUNTRY CLUE3 LANE GA GE f NT ELEVATION GARAGE REAR ELEVATI N ATLANTIC BEACH 9 FL Aff 1/411 1-011 5CALE 11411 1-011 GARAGE ELEVATIONS A Project Sheet 2014-0031 Date 03/ 1 1 / 1 G VIIIIIIIIIIIIIII0 Scale 11 1 /4 P-0" of I 25HEET5 OFFICE COPY 5tructural beam per 5tructural 5hCCt5 architectural General Notes 5hin-5jle5 12 5 afp afp-- VERIfY ALL DIMEN51ON5 AND + 5econd fl 4 CONDITION5. 7 -,-Ir- 7 ---------------11 wall plate ALL DIMEN51ON5 ARE MEA5URED TO fACE Of BLOCK, fACE Of 05D king 5125 bed wr fRAMING MEMBER5 — UNLE55 ELECTRIC,4L NOTE l� 1 1 E/ M OTHERW15F NOTED. PULL WIRES TO CEILING FAN LOCATIONS AND PROVIDE SUPPORT AT CEILING FOR FAN. 11"'L_711 -4-1 LL_- -------- ALL N EW FLU M E31 N G f IXTU RE5 ALL SMOKE DETECTORS TO BE WIRED TO SOUND WHEN ANY OTHER SMOKE DETECTOR 15 --------------- TILE, LIGHTING fIXTURE5. ACTIVATED. 17'-9 1/2" ,G'-2 112 oe -------- It lo CABINETRY, APPLIANCE5 AND C\1 + OVIDED FOR PLANNING PURPOSES ONLY; CONTRACTOR TO VERIFY ELECTRICAL LAYOUT PIR f LOOK COVERI NG5 TO BE afp fan SELECTION AND PLACEMENT OF ALL ELECTRICAL EQUIPMENT. 5econcl floor J +91111 5ELECTED AND APPROVED BY fir5t floor wall plateff�\ - PROVIDE Gf I C KCUIT5 AT ALL WET OR DAMP LOCATIONS. OWNER5 BA5ED ON 241-011 CONTRACTOR PROVIDED METER BASE LOCATION TO BE DETERMINED 13Y LOCAL ELECTRJC AUTHORITY. ALLOWANCE5. VERIFY HEIGHT Of ALL WALL MOUNTED LIGHT FIXTURES. ------------- HVAC 5Y5TEM REQUIREMENT5 TO fan prewire I r igera r- BE DETERMINED 13Y OTHER5. plug M R re- i.5jerator _-G 0 5TRUCTURAL 5Y5TEM5 4 concrete 51ab on compacted fill with REQUIREMENT5 TO BE DE5IGNED afF Zn ------ 3-1/2"trim OOG mil vapor barrier, 5oil to be treated DETERMINED BY OTHER5. out (typi�;a I) with chemical termite barrier per 5tructural 00 M 5heet5 0 DE51GNER A55UME5 NO LIABILITY .000 dZI 0 0 fir5t floor -0- IFOR ERKOR5 OR OMI55ION5 IN reference only J 7, BUILDING PLAN5. CONTRACTOR TO --continuousl concrete continuousl concrete+ ------ - ---------�_ VERIfY THAT 5COPE Of WORK '�It_o 5witch ------ footing per footing per 1 1-811 5tructural 5heetsl 5tructural slhC&5� MEETS ALL APPLICABLE CODE5 in garage afp afp PRIOR TO COMMENCEMENT Of fi Cro5s 5ection provided for non 5tructural WORK. detailsl only. See 5tructural 5hCCt5for A- I �) G A P,,A G E C RO 5 5ECTION 5tructural detaiI5 and requirement5. Any — 4 reference on thi5 5P-r-tlon to 5tructural 5CALE 1/411 1 1-011 element5 are for planing purpo5e5 only, 5tructural 5heet5 take precedence. GARAGE 5ECOND f LOOK ELECTRICAL PLAN 5CALE 1/411 1-011 Pup V!, ELECTRICAL ffIXTURE LEGEND -UMATIC 5WITC PNE Fr�v CA13LE TELEV151ON OUTLET WALL MOUNTED LIGHT -TELEPHONE LIGHT 1 NTE RNET/ DATA C E I LI N'�V PENDANT LIGHT WP WAFER PROOf f IXTURE No. Revision/Issue LD a t Je G PUCK L.E.D. LIGHTING M EXHAU5T fAN to light 5D General Contractor up5tair5 RECE55ED LIGHT WOKE DETECTOR OR—— ADJU5TABLE RECE55ED 4? WA-L MOUNTED LIGHT LIGHT "EYEBALI.2' UN)ER COUNTER LIGHT I'LOOD LIGHT <q7 0 5PECIAL ELECTRICAL CONNECTION DUPLEY RECEPTACLE LV LOW VOLTAGE L.E.D. 5TRIP LIGHTING gfi ceilincj ceiling receptacle receptacle 5WITCHED DUPLEX RECEPTACLE F_ 1 41 FLUORE5CENT CEILING — — — — — — — — — — — — — — — — — — — 220\1 RECEPTACLE LIGIT F GROUND I'AULT INTERRUPT LANDING Firm Name and Address 2' fLUORE5CENT CEILING Af P ARC f AULT PROTECTION LIGIT handraiI5 5hall be of proper grip-5ize per JOHN ROWAN DE5IGN , INC. 1`15C R3 1 1 .7.7.3 TOGGLE 5WITCH 151 5AWGRA55 CORNER5 t 3 WA(TOGGLff 5WITCH UNIT # 101 FAN PREWI RE n051ng DIMMER 5WITCH (optional) It PONTE VEDRA BEACH IF L Oil -1 17 equal n5t' @ 7-5/1 G" 0 treadE, Ehall loll — (904) 759-7087 tylgical treadsl may hove- I" n051ng 7 5/1 G" (total finl5he tread 10"-I I Project Name and Address GROVER RENOVATION5 325 COUNTRY CLUB LANE ATLANTIC BEACH , fL GARAGE f 1� f LOOK ELECTRICAL FLAN GAP*,,.,AGE 5TAIR 5CIl f- MATIC Note: 5CALE 1/411 1 1-011 5CALE 1/411 1-011 GARAGE ELECTRICAL all wall receptacle5 in PL NS CR055 5ECTION ,3ara-5je 48"a.f.f. Project Sheet 2014-0031 Date 03/ 1 1 / 1 G 10 Scale 1 /4 P-0" Of I 25HEET5 OFFICE COPY I I � I �, � ! I : ; : : : � I : � - - - - - __ __ ___ I � - THIS DOCUMENT, ALONC WIT7 - - � ASSOCIATED DOCUMENTS, IS __ : i SPECIFICATIONS: (continued) EZ AN INSTRUMENT OF . � '1�1.7_ i ENCINEER'S SERVICE FOR GENERAL NOTES: � OTHER FRAMING CODES & DESIGN STANDA"S: DESIGN LOADS: f� / THE EXCLUSIVE USE AT THI "X, ,""� , , , , � I I ...,, , , ' , /�/, ,,/ / , 1'�//� 11 ...... I/ ,�',/I - s depicted within these engineering documents shall be reviewed by the client and each material and/or � - , , �//�,///�/ ;�,/��;�,//,>/,�,>/ ��", ,�,,/� //%��,//7/"�/�/� PROJECT TITLED HEREIN. ,�, ��./ awinggs,details,tables,references and specification I Z , I'�/ ;,/�,' ',// 1.All no 9 w/maximum 19%moisture content. ///,-Z/,_////,///////////Z////�'. / Z/ I I/ /1. ...��-A . . tes,dr 91441: - ,�//" INFORMATION DERIVED FROA,. service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be 1 1.All structural(dimensional/solid-sawn)framing members,except as toted or specified otherwise,shall be 2 SYP lumber Florida Building Code-Residential 2014 ROOFS I 1// /I � . I I I I , 11 furnished by those persons and/or entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a I�/// I .1, ",/ /I " ,I , , 1./ /I // Florida Building Code 2014(as applicable) LIVE LOAD 20#/sf , / / THIS DOCUMENT, ANDIOR ,, I , , /I /, ,�//I , I / /, ,". I ,, I I design such as the one depicted herein. 2.All engineered wood beams shall be Trus Joist/1-Level/Weyerhaeuser brand Microllam LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in DEAD LOAD/SHINGLES 7#/sf ,,�/,/I�"// - I/ ,�// , / ASSOCIATED DOCUMENTS, MA� / thorough knowledge of applicable construction and safety practices required to execute a � / / � ,/,/ //I I , / . . . ,�,�/ // ,/, ZONE"I" / , / "", / � accordance with the manufacturer I s specifications,instructions and direftions. ASCE 7-1 0 DEAD LOAD/TILE 20#/sf /I N/1.1- I /_ /I �// ,�Q /I / I/ WORK(S) OR PROJECT(S) � I I_/ /�,,�� pliance with Sections 1603 through 1607, 1609 1.25 1�,�/� '/ //// 1 2.These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in com I NDS-05 DURATION FACTOR / I ,-/; /,/ /I "I ood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 � I C� //'/ I/ //11 / /11 I �� or Sections R301.1 (excluding"fl 3.All engineered wood posts or columns shall be Trus Joist/1-Level/Weyerhaeuser brand TimberStrand LSL 13E or Parallam PSL 1.8E solid members,as specified,or , / I /,)�� ,,,,, I I I . "I WITHOUT THE EXPRES, TPI 1-07 FLOORS W ,//,///',/'// ,I/"I, and 161 0 of the Florida Building Code,and/ ry analysis, r details as engineered wood may not be built-up or pieced together to form = I //�/�-,///////�".�, / ,�"I /� WRITTEN PERMISSION OF TH. ns specified on the*aming plans and/o -05 LIVE LOAD 40#/sf Z 1�/� -J;/// ,/--/,- �z , "I I I ____ _._______ esidential. The engineer's scope of work is limited to only providing the necessa � /,,�, - 6L,",�,,/.// //,//,//�ikIDGE//�/,,'�/,�//,�� , / § 0. I . _11-1-- 301.5 R301.6 and R301.7 of the Florida Building Code-R equivalent,except as noted. Vertical post or colum ACI 318 NE"Ill / - along with Tables R !) //, ."///,,,,///,/ �// /11/ Z ith the structural loading requirements as outluied in the I I "I////_////,,,,,/ � the specified dimensions;they must be solid,one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawn members- / - < ,. � , �,� drawings,details and specifications commonly required to depict the construction necessary to conform to or w WFCM-01 DEAD LOAD 12#/sf(Inc uding Cln'g Below) Cn �//, -- 0// /, //-/ ,',,// //"/,",//"///� /// , �.,// I;//, REV,DENZ:TEh0R2FflM N well as all elements of a non-structural nature. Additionally,the , 0 �;/ Z "/"/ /,�/ 1/1/" 1// code and specifically excludes other elements of a structural nature as . . i.e.4x4,4x6,6x6,etc.-may be replaced by a similar-sized(e.g. a 5.25'x 5.25"EWP in lieu of a 6x6 SYP)engineered wood post without additional analysis or DURATION FACTOR 1.00 I X ,// W /,�/ I/ I // aforementioned sections of the ered wood products design(except EWP / 0 ;,//// / /./ ,/ ./ I/�/ - /, N ,./ , , engineer's scope of work specifically excludes engineering functions delegated to others[i.e.roof and/or floor truss design,engine documentation required by the engineer. DESIGN CRITERIA: CEILINGS/ATTICS � //, / '/ 1,��, /,�, I /� 1� X 11 ,11. /� ,�// ,,,, /�, echnical environmental,site(including drainage),etc. And, . /� �� /, / I/ �� ,�' -i.e.mechanical,electricalg plumbing,geot !I I : LIVE LOADNO STORAGE 10#/sf(Nork-concurrent) , / ,�J' /, ,/ , // //, �,// I / ,,, / ,IN r_ / �" ,/ specified herein),etc.]as well as other disciplines of engineering -structural nature,including but not limited to egress and life safety;moisture 4.All nailing shall be with"common"nails,except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by urrent) 1//I � 1, , " /�11 � / ,�/, 'lilt / //" 2 - I _", ,V /� / / I �/ / './ I'.I BUILDING TYPE LIVE LOAD w/STORAGE 20#/sf(Cot1c /, ,/ / I, the engineer's scope of work specifically excludes design elements of an architectural or non arrants that the " �v/�, - � /," ,�/ . -resistance;energy efficiency,etc. The engineer further w the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place ofnails � / /, / ";/// ,�// /,,�1 / /'11/ /.,,'/, infiltration and/or resistance;resistance to wood destroying organisms("WDO");fire BASIC WIND SPEED 130 mph(3 sec.gust) DEAD LOAD 5#/st � I ";�/,, , /," /,�,�, / / I protection, ioned sections of the code and makes I I /� �// , '"' ' -// I ,� 11 1 3 - structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the aforernerit or screws. EXPSOUIRE CATEGORY C WIND d- /, / � -ta // ///1. ,. se. Any data included within these documents that address .- I I �� I ,�'/Ci///, /// "I , ,>,'' LOADING PER TABLIFES 1,��/ � /�_ - �, /,:�/ ents with regard to their fitness for any purpo BUILDING CATEGORY 11 �/ // /-,- I ///�"/// / , /1_/ , / �, 4 - no other claims,warranties or guarantees relative to these docum I specifications,instructions and I / .. I / 7 1 ,,I I I� _� . � I , ZONE ;//'// z � , __ ioned code sections and stated I s scope of work and shall be 5.All engineered components,including roof trusses,floor trusses,I-joist,etc.,shall be installed in accordance with the manufacturer's +0.18/-0.18 DURATION FACTOR 1.60 k �, ",//� imitations is purely incidental to the engineer INTERNAL PRESSURE Coef. � �/// I'll, 1'// E elements beyond the specific confines of the aforement d/or building official,individually and collectively-to design,account for or otherwise verify as directions. SIESMIC N/A I / I //' ,/, 1 P. 11 � // _// �X"/ responsibility of the appropriate entity-i.e.owner,architect,contractor,an � // /// �/, The I I I - I/ - , appropriate for the intended purpose. � z,///"///:,�,,/ I I 6.All sheathing shall be either APA-or TECO-rated,Eposure 1,PSINS2(Structural I rated sheathing NOT required except when specifically identified as.such). 0 N 1//"/��/,' '/-//'':::,// 7v_1. f CT4 , /// I / designed to resist flooding or the aEsociated effects Sheathing may be either OSB or plywood,unless specified as one or th-other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly I LEI /`//,./�"V,�� /'�/ CASTILLO 3.The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been � GABLE er and/or building official,individually and collectively-to establish the minimum blocked. Use of"ply clips"or similar edge support is required at unsu)ported panel edges of roof sheathing 7/16"thick when supports are spaced at greater than 16"o/c. 70NE"Y'-CORNER . .. . . thereof It is the responsibility of others-i.e.owner,architect,contractor,site develop o case shall the structure depicted herein be sited at an elevation less than Use of"ply clips"or similar edge support is required at unsu ported panel edges of roof sheathing less than 23/32"thick when supporting tile roofs. Use of"ply clips" �EZ4 ZONE(S),TYPICAL Group z'-.'-': appropriate building elevation for the subject site and the improvements located there upon. In n nity engineering and approved p less of panel thickness,for improved aesthetics. Roof and wall � I 1."-1...% . I or similar edge support is recommended at unsupported panel edges of all roof sheathing,regard A A Florida Corporation �.".,.,,;,..- . .1 . . or or otherwise identified as a flood zone b&-I-ess than 23/32"thick with all panel edges supported(tongue&grove or blocked). Some I I . . . the minimum prescribed by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the commu sheathing shall not be less than 7/16"thick. Floor sheathing shall not 9 1 ROOF PLANNIEW ZONE"I"-INTERIOR ZONE(S) Designers _.... ..'' . in shall not be constructed on a site meeting the criteria f I F . . al,.. by the local controlling authority. Furthermore,the structure depicted here potential effects of V-class flood zones. information. i ,I -.,I "V" unless these engineering documents specifically indicate the design(s)depicted herein are resistant to the design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening Engineers I" . . F771 ZONE"T'-END/EDGE ZONE(S) .. ,,ineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA(www,.a awood -rated i "ET' DIMENSION: LLJ 655o Roosevelt Blvd. .. � ,� r recommends the use of either 15/32"thick,32/16 span -or - f . any errors or . tructural I--_--F-fie- Z I Jac onville,FL 32244 . I 4.The design(s)depicted within these en� ities having jurisdiction and,further,the engineer is not aware of omissions contained within lbe design(s) sheathing(Exposure 1,PSI/PS2)or 7/16"thick,24/16 span-rated S I s Wing wheAnt te sheathing is installed with a vertical orientation(long axis ** 31-0" ** R ZONE(S) , herein)as interpreted and enforced by local author e laws,,codes,et al. However,should any portion of these engineering - B-202 for additional inform orce the aforementioned recommendation is at the sole i a (904)772-6ioo or documents,nor of any inconsistencies between the design(s)and documents and the applicabl ill correct the document(s)in a timely fashion without additional fee to parallel to the studs)on the wall(see Technical Bulletin T ation).The discretion to enf Fl,CoA No.29015 . documents be found to include an error or omission,the engineer,upon appropriate notification,w ees due to the engineer discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the - the client-unless the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional f suitabilit-y of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so may result in the need to significantly enhance for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the the construction of the exterior walls. i I �:) engineering documents or addendum thereto. 8.Metal connectors shall be Simpson brand hardware,as specified herpnn,,and shall be installed in accordance with the manufacturer's specifications,instructions and erein may not be used to directions. Alternates to the specified Simpson connectors may be use 1,provided that the alternate connectors meet or exceed the specifications of the connector(s) -,7-\\--71 II.1 1� CA 5.These engineering documents may be used one-time-only,and only at the specific site or location identified herein. The design(s)depicted h I Q I the design(s)be executed at a location other than the one site or location specified herein. specified and have appropriate product approval and installation instructions and directions. \1 I/ �4 / execute(a)subsequent structure(s)or elements thereof,nor shal � /, \' / U c) \�\ / 6.Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. I � I �J 4N �� FOUNDATIONS,CONCRETE&MASONRY �� 7.Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction ifa con4t is present. I.The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommended soil design . = �_� 8.Any discrepancies between these engineering documents and the architectural drawings,site plan,surve and/or other data or information shall be reported to the information available at the time of their preparation. The design(s)depicted herein /, �� y parameters and accepted engineering design procedures and is based )on the best F7777 I// truction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during is/are intended to minimize differential movement resulting from the -laving of expansive soils and/or settling of subsurface soils. It must be recognized that the / U� �� engineer before the commencement of construction and no cons / have been resolved. foundation components will experience movement throughout the usez ble life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of .1 �� 0 construction,construction should cease until such time as the discrepancies the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage,maintenance,the construction of / /. ./- -U 9.These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations partitions above floor slabs,finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future / eering documents. The engineer is not responsible for the accuracy of the replicated information � I/ C% and other specific information-which has been replicated into these engin performance. � I/ , 1� I., I CA or for claims arising from the use thereof X I �:) 2.The foundation design(s)depicted within these engineering docume rits has/have been prepared based on a relatively flat,well drained building site featuring I /I I �-� �,r of depth �� I " I 0.Unless specifically depicted within these engineering documents9 the engineer has not been made aware of nor accounted for other components,elements or systems exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,,000#/sf and a design lateral load(at-rest pressure)of6O#/sfper foot and 1 77��,/71 [7 7�77��,7177�,�,�\,� � V) that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. with a level back slope. Should site conditions be adverse to-or other vise inconsistent with the aforementioned parameters,construction shall cease immediately 4 0 itional direction. I �� I 1.These engineering documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes providedherein. Wall the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided add - 1 r" 0 F-4 framing shall not be assumed based upon the"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in the architectural 3.Backfill should not be placed adjacent to the foundation walls until i he walls have cured adequately to provide sufficient strength and have been anchored to the floor -.-.. P� .<A system above or otherwise properly braced or shored to prevent damage to the wall. i -_........---..- , drawings. % - �� U � . �_� 12.These engineering documents include specific information of a structural nature-i.e.the size,grade,species,quantity,strength,,etc.ofheaders,beams,columns,posts, 4.Refer to the Geotechnical Engineer's report for all soil and/or site pieparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing capacity. " -.....�...... W 4--� on-nation supersedes information of a similar nature that may be shown on the C I studs,joists,rafters,sheathing,footings,reinforcing,connectors,fastenersq etc. This inf In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Offi ial. J �_� . C\ 1: associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded orenhanced, �� FLOOR PLANNIEW I within reason,at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. 5.All foundation pads depicted within these engineering documents sl all be formed to the dimensions as indicated and substantially centered beneath the associated i r.� W '-f column or wall,unless indicated otherwise. A F1 ZONE"4"-INTERIOR ZONE(S) 0 sa� P, 13.These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understoodbe ore using I 1 TZ" DIMENSION: the documents for any purpose. If(a)page(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible documents before 6.The location of steps,jogs and top-of-wall and/or top-of-slab elevat ns are critical to foundation performance. While the location of those steps,,jogs and elevation ��, 177---77 ZONE"Y'-END/EDGE ZONE(S) U E C/� proceeding with intended use. changes indicated or otherwise known to the engineer have been depic-ed within these engineering documents,it is understood that some of these items may change - ** 31-Oft ** L� (= I" epicted within these engineering documents be executed in conformance with all requirements of the authorities having during actual construction. The design(s)depicted herein can only ad(ress the proper foundation configuration as specifically depicted herein and could require -,,,� �-� ,q�t C/) 14. It is the intent of the engineer that the structure d depicted herein. All contractors-including materials and/or labor contributors-are responsible for the irteans and additional analysis and effort should field revisions merit. -.1 .1� - .,� W I jurisdiction over the construction and/or occupancy tive functions in conformance with all applicable laws,rules,regulations,codes and 7.Extreme care should be used throughout the construction process tol prevent the movement of retaining and/or foundation walls until the completion ofthe structural I I MAX. ON-CENTER STUD SPACING (in INCHES) r--� &...., methods of constructing the structure depicted herein and shall perfortri their respec 6 I any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been system. It is the sole responsibility of the contractor(s)and labor contlibutors executing the design(s)depicted within these engineering documents to adequately shore �It" END-ZONVINTERIOR ZONE: �> g.� 0 standards. Under no circumstance shall these engine�ring documents9 nor ity(ies)or their designee(s). the walls throughout the construction process to maintain the integrity of the design(s). WIND 130/c FLEXIBLE FINISHES (NOTSTU��CO approved,and c)(an)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling author I I _� . �D $:�� 4 Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)responsible for the � Mn.Rf Ht. <30' 2x4 2x6 2x8 sses further. No Certificate of Occupancy(or similar statementpf IT ion before the construction progre I 1� 8.The building site shall be cleared of all top soil and organic matter t eneath the planned structure location,as well as for an additional f e feet or more beyond the I FINISH F117EX. 2xI0 E �-4 issuance of any permit(s)and shall pass each required inspect sed for any purpuse,until such PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP completion)shall be issued for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise u perimeter thereof Unless otherwise indicated,all footings and flat coi icrete shall bear upon non-organic,undisturbed soils compacted to A density of not less than 95% (NOMINAL) �:) g confirmed the structure is safe,sound and in comiiiance.with all of Modified Proctor Maximum Dry Density(ASTM D 1 557)for a dep.h of not less than two feet(24 inches)below the bottom of the foothg or slab;Or,upon clean W� -,1�1-,"�:-,,, '/24" "/24" 24"/24" c4n r\ <= time as the authority(ies)having jurisdiction over the construction and/or occupancy of said structure have � f,�� ompaction COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLO ��,v.L 81 24"/24" 24"/24" 24"/24" 24' 24"/24" 24 Is,tables,references and specifications depicted within these engineering,do�,VReni_*-,-- -�4 1 91 applicable laws,rules,codes,etc.,and consistent with the drawings,detai .11 , GW-,GP-, SW-,and/or SP-class fills with any organic materials rem(ved. Fill,as required,shall be placed atop non-organic,undisturbedsoils(with the c - -- I � -�_ . -.'I-� I I, -&Doors) 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 1 24"/24" 1 -1. .z thereof verified as previously referenced)and added in one foot(I 2 ir ch)lifts and each lift shall be compacted to a density of not less that195%of Modified Proctor WIND 130/C ROOFS(all values negative-i.e."UPLIFT") 1, .. WALLS(incl.Windo - 24"/24" 24"/24" 1 24"/24" ing the design(s)depicted within these engineering documents to determine tile proper Maximum Dry Density(ASTM D1557). These minimum specifications may be exceeded or superseded by either a geotechnical engineerkg report specific to the PITCH >6/12 .�,,.., , - 10, 12"/16" 12"/16" 24"/24" 24'1/241 W 44 1= W 311 ZONE 11211 ZONE"I 11 OVER14ANG OVERHANG END ZONES I ERIOR ZONES ill 10"/12" 10"/12" 24'1/24" 24"/24" 24"/24" 24'1/24" 24"/24" r__-� 15.It is the sole responsibility of the contractor(s)and labor contributors execut ry to execute the designs,as well as insure the soundness �, ry to achieve the minimum required(2,000/so soil bearing ca09ty,but in no case shall the Mn.Rf Ht. 15' ZONE" �� building site or at the direction of the Building Official,as deemed ne,essa g.ft.) CORNERS END/EDGE INTERIOR CORNER INTERIOR NEGATIVE POSITIVE NE IVE POSITIVE 12' 61/8" 8'712" 24"/24" 24"/24" 24"/24" 44"/224" 24"/24" ety of those providing the labor and materials necessa AREA(in s � - ��7 erection procedures and sequences required to insure the saf of the contractor(s)andilabor �� of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility site be prepared to a lesser degree than that which is outlined herein. <10 -25.85 -25.85 -22.10 -37.46 -3T64 -29.60 22.10 �� - 98 22.10 14' N.P. N.P. 12"/16" 24't/2411 24"/24" 2V/24" 24"/24" 0 ,� U� - contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process.Until such time 20 -24.73 -24.73 -20.98 -36.34 , -36..34 -27.72 21.17 -1 21.17 16' N.P. N.P. 12"/16" 16"/16" 161/24" 2��'- -24'1/24" in these documents are properly installed,inspected and approved. Brac�q�h_qwn throuiho�t tv-se 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"nominal thickness in any instame)and be placed atop I I I "� I - _1 19.67 as all of the structural elements and components depicted with ' bracing. (minimum) 10mil polyethylene(visqueen)barrier installed in accorda rice with app 50 -23.23 1 -23.23 1 -19.48 1 -34.84 1 -34.84 -24.91 , 19.67 -2 . 18.5' N.P. N.P. 1 8"/8" 8"/12" 12"/12" 24't/24" 24"/24" �-4 �:) r, used with or substituted for the aforementioned temporary licable codes and standards. Slabs shall be reinforceduith either 6x6 WlAxIA __- "I -I I - - - 1 I - 'l - 11 171) 1 -33 72 -23.04 1 18.73 -2�.J 18.73 195 N.P. N.P. 8"/8" 8t'/8t' 8'712" 1 24tf/24" 24'1/2411 - ___ _ � engineering documents is permanent bracing and should not be conf orcernent shall be used with minimum 2" fiber length at a rate of I - 1 7 �� E__-� WWM,lapped not less than 8"at edges/ends,in conformance with AISTM A-185,or Fiber-Mesh reinf -I ; -1/24" -placed on the floor(s)or rooffs)of the structure depicted within _� � %� 205 N.P. N.P. 6tt/81' 8t'/8t' 811/8" 161/24" 24 16.Yet-to-be-installed building materials-such as gypsum board("drywall")and roof shingles or tiles 1b.per cubic yard of concrete,complying with ASTM C-I 1 16. 1 ��,�.___�' t I� 21.51 N.P. N.P. 676't 61t/8" 811/811 1611/16tv 24-1/24" �4 = 4� W these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowablelive loads ofthe ' I I * 22.5' 1 N.P. I N.P. N.P. 1 6"/6" 61/8" 16-1/16" 1 24"/24" W ts,409/sf for floors and 209/sf for roofs. 10.Minimum compressive strength of all concrete used for foundations,slabs,etc.shall be 2,500psi at 28 days. � I I I ,� �:) P� �� floor or roof;Unless indicated otherwise within these documen 1 17.All materials specified within these engineering,documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions I 1.Where indicated,,cores or cells,.of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength ofnot less �r �.4 V� C/� provided by the manufacturer,or as otherwise indicated by the code or associated product approval document. than 3,000psi at 28 days. . 4, MAX. ON-CENTER STUD SPACING (in INCHES) U U P4 d using the version of the Florida Building Code and/or Florida Building Code-Residential(along with t associated 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: END-ZONE/lINTERIOR ZONE: �:) W 18.These engineering documents have been prepare plicable at the time of the preparation of the documents. As the applicable code,standards and me ologies are a)Concrete cast against earth: 3 ft >-� �> standards and design methodologies referenced therein)ap routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local permittinga b)Formed concrete exposed to earth or weather 11/2" Mn.Rf Ht. <30' - 9 enforcement agency(and subsequently used for construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the appli le effective 3 11 erenced herein,the engineering documents shall become null and void and shall Ibme r ed to the c)Interior slabs,walls,etc.: /4 FINISH 9RIT. 2x4 2x6 2x8 2xI0 P4 U PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP date of the edition of the code,standards and/or deign methodologies ref (as deemed applicable)to the current edition of the appropriate code,sta I ards and/or 13.All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal (NOMINAL) � �� P__� engineer,who may subsequently be contracted to update or re-engineer the structure ) 1 �-4 used for permitting or construction more than one(1)year after their date of original issue. (horizontal)reinforcing in walls and footings shall be continuous at/at ound comers and intersections,and/or matching comer ban shal I be used. All longitudinal ; 81 16"/16" 1611/24" 24'1/24" 24fl/24't 2411/24tv 241t/24" 24"/241t .Ot� .!� g methodologies. In no case shall these documents be i lices a minimum of 40 bar diameters(20"minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be 1; 9t 12"/16" 12'716" 24-724" 24"/24" 24"/24" 24"/24" 1 24"/24" (horizontal)reinforcing shall be lapped at sp LEOEND - 11 19.Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As ch,extreme lapped at splices a minimum of 25". I I 10, 10"/12" 10"/12" I 24-724" 2411/24" 24"/24" 24"/24" 24"/24" -required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or m0n . 1 (2)2xI0-2/3 K-HEADER/BEAM CALL-OUT Ill 6"/8" 8'1/8" 20"/24't 24"/241' 24t'/24't 24"/24" 2411/24tl ,� care and code s to arise during the execution of the design(s). Because of the i.nherent ility of the 14.ALL concrete operations-including but not limited to mix design mixing,,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done 1 12' N.P. N.P. 18"/20" 2211/26" 2411/2411 24"/24" 24"/2411 (. �� :) However,the very nature of the process provides opportunities for errors and conflict add* al effort , #4 16* � /16" 24'724" 24"/24" 1 0 E--� engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the"paper"phase,opportunities do exist for the design to require . . in accordance with the requirements and application of ACI 301 "Spe ifications for Structural Concrete." ""NUMBER OF KING-STUDS EACH SIDE OF OPENING 1 14' N.P. N.P. 8"/12" ITA211 12" Q) U latively low fee(relative to the cost of the structure)associated with providing the engineennf- rvices as I NUMBER OF JACK-STUDS EACH SIDE OF OPENING I . 16' N.P. I N.P. 61/8" 81f/8" 811/1211 16724" 2411/2411 once construction has commenced. This,combined with the re d within the design(s)depicted herein. � 7- � 18.5' N.P. N.P. N.P. N.P. 61/6" 12"/16" 24"/24" for errors or omissions containe : 15.All masonry work shall be in accordance with ACI 530/ASCE 511 MS 402 Masonry Building Code. SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) ,I depicted herein,causes the engineer to be unable to accept"back-charges" 1 19.5' N.P. N.P. N.P. N.P. 5fl/6t' 1211/12" 24'1/24" 0 �:) � NUMBER OF PLIES IN HEADER ' . ents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property ore engineer. 16.Concrete masonry units shall be ASTM C90-75,Hollow Load-Be iring Concrete Masonry Units,Type 1,Grade N-1,normal weight,%ith a minimum compressive - 20.5' N.P. N.P. I N.P. I N.P. N.P. K/12" -16fl/2411 0 kn P4 20.These engineering docum (s),ideas and/or elemen contained 21.5' N.P. N.P. N.P. 811/8" 161716" For cause,upon notice,the documents shall be returned to the engineer in their entirety. Reproductions of the documents,the design strength of 2,000psi(f in= 1,500psi). ALL EXTERIOR HEADERS 1 (2)2x6-1/2] UNLESS NOTED OTHERWISE - I N �-� F.., herein are prohibited without the expressed written consent of the engineer. I I ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE 1 22.5' 1 N.P. I N.P. I N.P. I N.P. I N.P. I it 8"/811 1 16"/16`1 �� m 4-� V� ed for the specific site or location identified herein,as relayed to the engineer by the client. The engineer used 17.Mortar shall conform to ASTM C270 and be Type S. I� EXTERIOR STUDS SPACED AT GREATER THAN 16 o/c SHALL 2 1.These engineering documents have been prepar BE SHEATHED WITH MINIMUM L9"�g"NOMINAL)SHEATHING ed by the client,to determine the appropriate wind speed and exposure for the specil site or 18.Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" 1 32 DESIGN MEB resources reasonably available to him,based upon the information relay include local government GIS maps and/or satellite imagery,wind s maps and I I". WTTH VERTICAL APPLICATIONS&STUCCO FINISHES. location of the construction depicted herein. Those resources reasonably available may monly available maps and/or satellite imagery. The Building Official sh, verify the DRAFT MEB I published by the local controlling authority and/or the state DCA,and/or other com ving these docume nstruct from them. 19.Pre-cast and/or pre-stressed lintels,,manufactured by CastCrete,st all be provided over all openings in CMU walls,unless specified differently on the drawings. I MAXIMUM ON-CENTER STUD SPACING IS 16"WHEN USING '" wind speed,exposure and other design criteria shown herein to be correct and code-compliant prior to appro nts and authorizing cons , the site or location information vided to him Lintels shall be of adequate size,strength and reinforcement for the g ven span and loading conditions. "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATE,, HE F6 CHECKED EAW The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon . THICK WALL SHEATHING. - by the client(or others),or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. It SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE SCALE 1 20.Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM Al 67 Type 304. it N.T.S. I ( >INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"OR 8 ; MAY BE DOUBLED AND SPACED AT 12"OR 16"ON-CENTER, DATE 7.19.2016 � SPECIFICATIONS: , STEEL RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED JOB NO. 16-170 i . -PLY POST CONNECTION TABLE. ! - TOGETHER PER THE MULTI . � � cification for the Design,Fabrication and Erection of Structural Steel I WOOD FRAME WALLS i I- Steel elements shall be detailed,fabricated and erected in accordan x with AISC"Spe ed")when Buildings,"9th edition. FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MAS RY CONNECTOR SCHEDULE 1, %%. � It :.# d within these documents,vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-fra ASTM 307 INT LWATION,S'ExTIMONo FOUNDATIOAd EXTIgTEM-WALL FOUNDATIOX,q CfMU WALL TIE-BEAM /LINTEL 4 6, %or ( 1.0, 1.Unless otherwise specifically indicate e intermediate roofs do not qualify as an"intersecting floor system"and ould not be CLIP,TIE FASTENERS NAILS/SCREWS TO HARDWARE/ 06spillf, Al .*,o floor system. Stair 2. Structural steel shall be ASTM A36,,except as noted below: I - 0 , fully-braced by an intersecting sheathed s,stair stringers and som ds)shall be conti ous and or STRAP . or NAILS FRAMING MEMBERS CONNECTOR (SAE 1018 MIN EMBED ARN EMBED MIN EDOE MIN EMBED MIN/MAX EDCHMIN -EMBED I EWE DI$T V�C�g 010 0 ,0 � used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(stu a)Pipe ASTM A53,Type E or S,grade B _&M DIA.. . rit, 3" 1-3/4"/6" \ F i -0 , r '.. , H2.5 (5)Ild PER END (12)16d ABU-44,-66 518" 5-UT 12" N/A . n r,x 4.�00 , uninterrupted between points of lateral support. b)Tube ASTM A500 H5 (4)Ild PER END (10)16d/EACH LTT20B&DTT2 1/2-(EA) 4-1 4-%%/MIN 5-1/2" 4"W/2-1/2"SPC'G 12" 1-3/4"/6" 12" C.L.w/MIN ft a . . 1 , -1 2-1/2"SPC'G 2"w/4"SPC'G 3"SPACING al neeti6',* - : 1, it -or sole-plate material in contact with concret or masonry H8 (5)1 Od x I-1/2"PER END - M 4� . Ar 2.All top-and Shoe-or sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless,indicated otherwise. (22)10d SINGLE MGT 518" 5-112" 5-1/2" 3" 12" 1-3/4"/6" 12" C.L. " . 1 15: ; I MTS12 (14)10d or 10d x 1-1/2"TOTAL 2x(22)10d DOUBLE MGT (2)5/8- 5-1/2" 9-1/2" 3- 12" 3-1/2"/4" 12" C.L. 4 a shall be pressure preservative treated. 10. � 1. 4 al . 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rod[s shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM HTS20 (20)10d or(24)10d x I-1/2"TOTAL (18)16d SINGLE HTT16/4 5/8" 5-UT' 7-1/2" 2- 12" 1-3/4"/6" 12" 1 C.L. 010 11 " shall be#2,#3 or Stud Grade SPF lumber as indicated on the plan(s)a or table(s), (16)16d SINKERS TO TRUSS, A I 11 to 91 LGT2 0 ,11 * " -including"jacks"and"trimmers"-through 2x6 A307,A36,SAE 1018 and Grade 2 bolts. (14)16d SINKERS TO>&POST 2x(I 8)16d DOUBLE HTT16/4 (2)518' 5-112- 7-1/2" 4" 12" 3-1/2"/4" 12" 1 C.L. 0 ft 3.All vertical wall framing(studs) raming(studs)larger tha 2x6 shall be#2 H16,-16S,-16-2 2x(I 8)16d TANDEM HTT16/4 (1)5/8- 5-1/2" 9-1/2" 51, 151, 1-3/4"/6" N/A - 10 6 RM I ".. - w/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. All vertical wall f (2)10d x 1-1/2"TO TRUSS,(10)TO>/POST . - � 1 4F _V Fb I % I I SYP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. MSTA12 (I 0)10d TOTAL (32)16d Sinkers SINGLE HTT22/5 518" 5-1/2" 9-1/2" 2- 15" 1-3/4"/6" N/A I i 0#0 k Lo ll - ex t wal Is that MSTA18 (14)10d TOTAL 2x(32)16d Sinkers DOUBLE HTT22/5 (2)5/8' 5-1,2" 9-1/2" 5l, SEEPLAN N/A 0 0 1 6 a 70 ecies of the studs specified for the same wall, �p 4"-x 2-1/2"SDS SINGLE HDU8 7/8" 8" 81, 3" 13-1/2" 1 3-1/2"/4" 13-1/2" BEC.L. M 1. .. 4.All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and sp I CORROSION&DECAY RESISTANCE: MSTA24 (18)10d TOTAL (20)!/ "n SHEET are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. MST37 (42)16d TOTAL 2x(20)Y4"-x 2-1/2"SDS DOUBLE HDU8 (2)718- 8" 13-1/2" 3'___ 13-1/2" 1 3-1/2"/4" 13-1/2" 1 C.L. WAWN 5.In some instances,these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickne of the wall as I-All structural members of wood or structural composite lumber eit ier exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony MST48 (46)16d TOTAL (30)Y4"-x 2-1/2"SDS SINGLE HDU I I I" 9" 151, 1-3/4" SEEPLAN N/A 0 he conflicting thicknesse a)The pecific appfication. Borate-based treated wood shall not be used as/for MST60 (56)16d TOTAL 2x(30)Y4"-x 2-1/2"SDS DOUBLE HDUII (2)1- 15" 151. - 4' SEEPLAN N/A any of the following three options may be used to resolve t boards/lumber,joists,posts,etc.-shall be pressure preservative treat-.d to a level rated for the s - - M specified either in the stud table(s)or relevant notes. In such instances, lumn within the wall;b)The adjacent wall may be furred-ou a thickness CS16 (30)8d or(26)10d TOTAL (36)Y4"-x V2"SDS SINGLE HDU14 ]_ 9" 15" 3' SEE PLAN N/A o conceal the thickness of the co structural members exposed to weather or in direct contact with the g round unless specifically rated by the manufiicturer/treater and approved as adequate for the 2x(36)Y DOUBLE HDU14 (2)1- 15" 15" 4" SEEPLAN N/A raming my be increased so as t SPH4,-6,-8 (12)10d x l-112" 4"-x 2V2"SDS 0 � thickness of the adjacent wall f ickness of the column within the wall;or,c)The column and adjacent wall may remain different thickne and the application. . I BPAHD22 (23)16d (16)10d HGT2,HGT3 (2)3/4- i 7" 11-1,12" 3- .SEEPLAN 11-1/2" 1 C.L. similar to that of the column so as to conceal the th ithin the structure. Additionally,if none of t�he th - 0 column"wrapped"with a finish material(i.e.gypsum,etc.)and left semi-exposed into an interior space w - -t( 7" 91, 3- SEE 11-1/2" 1 C.L. ineer may be contacted and requested to provide additional analysis to determine if an engine wood 2.All interior wood and wood-based members in contact with concr(te,or masonry shall be presswe preservative ftated to resist decay. LTP4 (12)Ild x 1-1/2"TOTAL - (16)10d ---[HGT4 2)3/4" ; i i I PLAN i ' � Tl aforementioned options are considered to be practical,the eng �., I A35 (12)8d x 1-1/2"TOTAL "FRAMING"and"FRAMING-TO-FOUNDATION"CONNECTOR S DULE NOTES: GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF 0< - f of 4 (EWP)or structural steel column may be used within the allotted wall cavity. I� I META20 (12)10d x 1-1/2" (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIETRAY 1 3.All fasteners(nails,screws,bolts,etc.)less than 1/2" in diameter an contact with pressure p.pservative treated wood shall be either hot-dipped galvanized(HDG)or . 1)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXYFOR ATP -FOUND.CONNECTIONS U.N.O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) � . by thmanufacturer for compatibility HETA20 (12)10d x 1-1/2" - 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT,EDGE.IT )ARE MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL i stainless steel(SS). All metal fasteners&connectors exposed to wei and/or in contact with.�xmsive materialls shall be rated . (16)16d SINKERS TO TRUSS, 3)"DOUBLE"HOLD-DOWNS REQUIRE MINIMUM 8-SPACING WEEN ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE ' 11 . I a shall require the LGT2-MASONRY 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM Ty I EXTERIOR FACE OF THE FOUNDATION.CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND ASSOCIATED I with the application and/or corrosive material. The exterior use of a; ateriall treated with a pressure preservative treatment containing ammoni (7)1/4*-x 2-1/4"TITEN SCREWS TO WALL - -1 FIELD FRAMING 11 . ent ACZA shall requim the exclusive use of SS CMU WALL TO THE<OF THE ATR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PRIOR --------..--.---..-.-.- exclusive use of SS connectors and fasteners. The use of any mat * with the pressurep"ervadive treatin MTSM16 (7)10d or 10d x 1-1/2"TO TRUSS, 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CUR OCATIONS ONLY IF THE MIN.EMBEDMENT IS TO CONSTRUCTION. ..................... _�, , (4)1/4"-x 2-1/4"TTTEN SCREWS TO WALL erence "field fi-ame"or similar. At th confined wi" MEASURED FROM THE LOWER SLAB ELEVATION - ,� 1.Limited elements or areas of the design(s)depicted within these engineering documents may include the label or ref connectors and fasteners. 1-st- A HTSM16 (8)10d or 10d x 1-1/2"TO TRUSS, 6)ALL PART'S/MATERIALS TO BE INSTALLED IN ACCORDAN CTURERS INSTRUCTIONS& a demonstrable design for the specific application. These elements or applications include L�� .1 - (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL i . � DIRECTIONS locations the engineer has determined that it is unnecessary to establish s and similar,non-typical construct. and/or I -� � I Od x I-1/2"TO TRUSS, 7)ALL NAILS SPECIFIED ARE"COMMON'SIZES U.N.0 �� REVIEWED FOR CODE COMPLIANCE - . 4.Stainless s*I(SS)and zinc-plated/galvanized(i.e.Z-MAX,H ' etc.)connectors&fasteti'rs,sW not be combined. Uw only SS bsteners with SS connectors. H16,-16S,-16-2 (2) T widows walks,radiused floors and/or walls,decorative or volume ceiling treatment ,, , '- '' -1 I-7 (6)1/4"-x 2-1/4"TITEN SCREWS TO WALL 8)MINIMUM ROD SIZE/GRADE,EMBEDMENT&EDGE DISTA .. SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN I ................................... --------- , L _,Ut,ed/ vanized fasleners w "' ON THIS CHART A - , � , stairs and/or landings,plant shelves,, entity responsible for the execution of the construction depicted herein t4 create his or Use only zine-0 gd ith zinc-plated/galvan connectors. - FGTR (18)1/4"-x 3"SDS TO TRUSS, MY OF ATLANTIC BEACH �- - - Ar -AM Ar_A9r___ accessories. As such,the engineer has deferred to the contractor or other person or _ I , 1 (2)1/2"-x 5"TITEN "WALL FRAMING I - HlYs TO WALL 9)MINIMUM EDGE DISTANCES OF 4"OR MORE REQUIRE MI iUtvl(, I _� ,1 ed as"field framing"or similar. The design(s)and execution thereof shall be in conformance with all al#licable laws, . - I , , _z4_ 10)MINIMUM 8"SPACING BETWEEN MIETA-or HETA-ANCHO 'U.N.O. SEE PERMITS FOR ADDITIONAL a I - her own design for elements or applications specifi I . ., I.." I MSTAM36 (8)10d TO FRAMING, I " N rules codes etc cuted to the satisfaction of the Building Off cial. � 5. ,on and maintenance of wood,woodl-based an products used in strucow and/or used in outdoor oir other potentially corrosive I 1)MINIMUM 1-1/r EDGE DISTANCE FOR TITEN SCREWS Cr !, I . and shall be to the exe I t Regular inspiecti ,�, wFlintions 1 (4)1/4"-x 2-1/4"UTEN TO MASONRY 12)MINIM REQUIREMENTS AND CONDITIoNS dffor iff ff Aff ,I UM 4"EDGE DISTANCE FOR TITEN HD's � . NWWMMM0MWN1� I � hictory performance. � _.__...._._.._... ......-.-.. ............ � environments orai0eations is essential for continued,long-te 0 -" _ - - . - I ----'r------ V i _00� , I mmmww� . "___ -- - 7 I - __ I � I I . � I . 1� __ __ __ � Rmaww i3Y-.,-f 0 -/ __ - . r�, 2 6 - \ I - I I - . . -------- .-� - - I D>"<4M1i,, THI)5 DOCUMENT. ALONG WITH ASSOCIATED DOCUMENTS, IS AN INj5TRUMENT OF ENCINEER'j5 SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, ANDIOR ASSOCIATED DOCUMENTS. MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 2 F 3 4 �'*RODSATMAX 6'-8" The CASTILLO .............. .. .......... ----------------- . ........ ........... ........................................ ..................................................................... Group .. ......... -------------------- ......................................... -------------------- GE01 A Florida corporation Designers F_ .......... ---- ------------ ................ ...... ................. .................. --- --------- ........... Engineers ..............................................- 655o Roosevelt Blvd. --------------------- ................ . ....... .......... . ........................ .............. Jacksonville,FL 32244 (904)772-6ioo FL CoA No.29015 ...........---------- ----------- ...........- ..........- ------- --------- ------------------ ............ ...... ........... -------------------- ..... ------ 5'-64- 2 24'-0" T01 .............. ---------------------- ................... __------- --------------------------------- ....... -----------------.. ..... ------------------------------ Con ... ........- ----------- ................. ................... V) % - ---------------- ......................................... ................ .. ..................- ------------- 1\�T2 �ST21 - ---------- .......... . .............--------------------------- .......... 0 ------- F _1 F -I F - -------- to \�.�T2 F——— w L _J .......... .......... -- - --------............................................................................. ............................................ ............. 24"xNN16"W/ 345'S BOTH WAYS tnL .......... ----------- �T L _J (6)LOCATIONS 2) ��T2 STRAPPING or RODS @ 6-8"C111111'1111� F F 7 1 1 20 11 I I I 4j REFER TO ARCH. PLANS REFER TO ARCi. PLANS -7 C) L J 2nd FLOOR STRUCTURAL PLAN U U r2 a. K�2 1111 = 1-011 3/16 1 �.�T2 V) < \,$T2 0 w U_ < r2 0 r2 KO'6 $T2 $T2 5 T2 U_ Uj U 2 �T2 L _4 ft� —————— —- — ———— ————— — T2 �T2 _j IR DS 11 BY BTWN.EA. EMBED CAST-IN-PLACE.......... RODS,AT X.6-8110/c W/(1) STRAP PER T/STI I 2?"D I A.S T,!A 7'-4- 3'-11j" 4'-0" 4'-0' e 16'-0" J# 24'-0" e REFER TO ----------- ------- --------...........- ------- ..I----------............ ...... ARCHITECTURAL PLANS F01 MIN. DECKING INSTALLED @ 45' FOR AL,L PICKETS AND DECKING SPECIFICATIONS. F_ QN&CONT. _j ............... ------------------------------------------------------------------------------ j y U FOUNDATION PLAN //////,fWQk/JOISTS it 1-011 3/16 1 /416 O/C F02(12) ...................... ;t U U . ...............----------- ----------------- (2)2x8-CONT. �D (1)LUS28 OR (2)MSTA I 8's @ EA.#2 (1)LUC26Z @ SYP-PT 6x6 POST TO EA.END OF 2PLY 2x8 BEAM W/(1) C) P C4 EA.FLR.JOIST ABU66 @ POST BASE TO 2PLY 2x8. TO A.T.R.. DESICN MEB (6)LOCATIONS. DRAFT MEB CHECKED EA W SCALE N. T.S. _j DATE 7.19.2016 (3)2x 12-1/3/2 *POR'FAL* k JOB NO. 16-170 F01 T/ST1 rtq, MIN.#2 SPF 2x6___"z MIN.#2 SPF 2x6 jr FRAMING PER STUD .4 FRAMING PER STUD EMI ED CAsT-1N-PI,ACF--Z-- qw�o'0'wz CHART ON SHEET"CS" CHART ON SHEET"CS" RAP PER T/STI ml ly'n% Foor, X Weer 1 A FLOO STRUCTURAL PLAN 1�0 0 'w -011 % 3/16 1 6 WALL ANCHORAGE LEGEND JAC LLL 44 04fRbwffV-b 9 5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2"EMBEDMENT SHEET INTO FOUNDATION AND COUPLINGS AS REQ'D. 3"x3"xY4"ROUND HOLE WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. "'DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/6" 2 EMBEDMENT AND 2"EDGE AT FOUNDATION AND YxPxlOga. SLOTTED WASHER(+FENDER WASHER)ATOP UPPER-MOST TOP PL.ASSEMBLY. 2 of J"TO J"DIAMETER HYBRID THREADED ROD ASSEMBLY. DIAMETER ANCHOR w/6"EMBEDMENT AND 2"EDGE AT FOUNDATION,w/J-to-j REDUCING COUPLING TO J"DIAMETER FULL-HEIGHT THREADED ROD w/2"x2"xj"WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. DIAMETER THREADED ROD ASSEMBLY w/4"EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 2"x2"xj"WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. OFFICE COPY I I .i : q : ii THIS DOCU H I I !i :7/16- THICK (MIN,) (24/16 - i i ; t t HEADER ADJACENT TO J_ :i ASSOCIATED DOCUMENTS, IS AN :i I . i I SHEATHING THICKUESS & ATTACHMULT SCHEDULE i: i SPAN INDEX) APA- OR 6 IM i � � \ x x `X ` le-N ��, i :i i - PER CALL I.. x t I I i i i TOP > -6-8 CONNECTORS AT \ ... - � :�N: I : :i i TECO-RATED WALL SHEATHING . SPH4 I [i i I ! INSTRUMENT OF ENGINEER'S � i: : OUT ON STRUCTURAL r r T I I i :t Mil . \ I: :i 1 W/(1) ROW OF Eld NAILS 0 ; 1� i: i i ; SERVICE FOR THE EXCLUSIVE USE : it it i R[][]F SHEATHING *WALL SHEATHING* : (3) ROWS OF t PLAN. - ASSEMBLY AND 0 TOP \ i it i; : : i ; !; : I I i i i . � - - t 3"o/c AT TOP OF SHTN'G (IN T) \ ; :t I: ; WIND I I\ . >-TO-HEADER 0 MAX. 32"o/c. 11 i (Supported 24'OIC MAX.) (supported @ 16"O/C MAX.) i : i I i AT THE PROJECT TITLED HEREIN. I a -, . ,,-JI) ROW OF , 10d NAILS 0 8" t t I 1 i I I i t 1 1 : I TOP >) AND AT BOTTOM OF i I� �i I : i v * 0 O,C., STAGGERED ! � i � Od NAILS :><1 x It : : i i I : SPEED& - 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING" I. : i !t I i � : INFORMATION DERIVED FROM THIS :I AS SHOWN, EA 1:SHTN'G (IN TO HDR.), NO %w .II4, T T" 11 � I: i : ; 0 4* O.C. .. IDE CORNER OF I 1: !I : : MIN,THICKNESS* ' U A � `� i :: I i I �, : -PERIMETER/HORIZONTAL VERT APP.W/ VERT APP. INT END : 0 �ADDITIONAL >-TO-HEADER �Iu I : I EXPOSURE INT ! (1) ROW OF PLY. ... GARAGE. : : 1 1 : DOCUMENT, AND/OR ASSOCIATED : 0 STAGGERED, i ,I : 1 1 i I : i 1: : i : : i (SPAN INDEX) ZONE ZONE I 10d NAILS 0 . i CONNECTORS REO'D w/ TRUSS ,.,I ,[OUTS It : ; : ! : 0 0 : . __ : I i i : : . . I I i DOCUMENTS, MAY NOT BE USED . O : I i 1! : : I I : : : 6 .C. . i : __7771 O' 15/3211 <OF 24. :UPLIFTS USE CONNECTIONS AS / ... ----,, .11.31.3- TOE- OR END-NAILS i i (1) DIAG. BRACE OVER MIN. (4) I : : I ZONE ENDZONES 1APPLICATIONDUT STUCCO W/STUCCO 1 1/4* OFF 1 5/ UPLIFTS <1,000#. FOR HIGHER ,,� . ; 7TF7r I 0 ; + + , _ I : i / G111 1 211 t STAGGERED, a : I -_ . --0 KING-SrUD TO HEADER. [ i i ! 7/16- STRUCTURAL G11 12" it Go I I : : FOR OTHER WORK(S) OR :1 I SPECIFIED ON STRUCTURAL I ..� i i TRUSSES APPLIED TO BACK SIDE OF i 1: : : i : . I I i i I-RATED OSB MAY (2411 G) (2 411 G) (3 211 G) t: WITHIN 3/4- 2 11'� 10 0 0 od i t. 200 HDRS USE (9) NAILS, i WEB, CONNECT TO EACH TRUSS WEB i : PROJECT(S) WITHOUT THE it PLAN. TRUSS TO >CLIPS TO *0 IF THE INDICATED EMBEDDED � I i : ___ :: i ' i ; i (Supported 07T*ZT/C M-A)T,T- it :_1) ... G 'TO FIR SIDE i BE USED I.L.O. t: 0 OF CENTERLINE 202 & EN . WOOD HORS. APPLIED ONT I i i t W/(2) NA � 15/32* EXPOSURE 11 5.<132 mph 7/1 G11 :i OF 2x4 A !BE ATTACHED TO SHEATHED STRAP(S) ARE NOT PROPERLY i ILS, INSTALL DIAG. BRACES I t i EXPRESS WRITTEN PERMISSION OF �: ! ; :t i 11-RATED. - ; I W CAST-IN-PLACE, THEY MAY BE : :, G11/1 211 G11101 MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING*' t: USE (12) NAILS. OF WEB -0 EACH END OFCONT. LATERAL- : : t i THE PROJECT ENGINEER IDENTIFIED : � EXP.B,C,&D (2411 G) ' � 0 itt i BRACE LINES & 0 MAX. 20' i HORIZONTAL ERT APP.W)V_ERTAPP. INT END i t ". REPLACED BY THE FOLLOWING: : I t i : i GARAGE. A-SERIES STRAP 0 INTERVALS BETWEEN ENDS. i t i i ZONE ZONE # i (1) HTT22 ** I i : BELOW. i : .: i � l JACK-STUD TO : : . t APPLICATION UTSTUCCO W/STUCCO I I III A&TYBE-CORNER OR---""' 11 -----,�-��__(1) MST i j I I _111�_ . .. i .1131x3" TOE- OR END-NAIL i i i � I i 1 L . . I I i i HEADER. 2xIO HDRS, USE : � - � . ..r_ 10 . . .1 :[ 1 5/32" 1 5/32" 10/3211 I i : 0 KING-STUD TO HEADER, : : � t t � ; DESCRIPTION i 0 . : t . . . G7 1 2" : : 18" STRAPS, 202 & ENG, I : i I REV I : i I 1: : : : :1 : :I I 1 1/2- 1 i ; i t 202 & ENG. WOOD HDRS. � : :: i . :i : i t i :. i i : i ; . :i i i 8d R -.R,, MIN. 0.11 3" : � USE (12) NAILS, .__ . ;;WBIDDED STRAPS MUST I : 1 i : i ! ...20 I rj�12_W at 30 I mi wr in sw R1 r Al : : I : 1� i i I - (32/1 G) (32/1 G) (40120)1 I 2 : 200 HORS. USE (9) NAILS. � iii I I I- - 1/2- 1 5/8- * WOOD HDRS. USE 24" � . I ee MIN. WALL SHEATHING & 0 BLOCK ALL PANEL EDGES ING SHANK PER R803.2.3.1 OF '10 FBC 0-9LIMd I : �� \ 1 :I ; \ OF WALL SHEATHING. NOMINAL. SHANK dio., RING dia. 0,012" OVER SHANK dia., 16 1 i CONTINUOUS L.ii AL i : i i � : /16" THICK (MIN.) (24/16 SPA1lt-_____ BE INSTALLED w/ADDITIONAL : : : IF LATERAL EIR ST BE MADE OF i NAILING MAY BE OVERRIDDEN RINGS PER INCH, 0,280'dia. FULL ROUND HEAD, MIN. 2" LENGTH. : WOOD*Tie ANCHORING ROD& - --- Q AND I : i : i -A, ^^k.kl I -_ --- ; I i I BY REQUIRED SHEARWALL i� 0 .1. TIONS 0 STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL : PER DETAIL B/STI. AT INDEX) APA- OR TECO-RATED - PC, OF #4 REBAR PER D : : I-1-MORE 7 :, DO SO BY ; - :. : I : : NAILING (SEE F/ST1). ROOF SHEATHING PER SEE P/STI FOR BOTTOM CHORD � rOLUMS.nj 'C'K'-TO-KING STUD -70-POST W/ i 3712"o/c SIMPSON INSTRUCTIONS. iiiiii : : i OVERLAPPING AT LEAST 2 TRUSSES I : SHEA THING-TO-POST W/MIN 8d's 0 12" O/C OR GYPSUM : WALL SHEATHING */ TRUSS ENGINEER. : . i . : i : :i i. : I TABLE, W/PLY CLIPS BRACING REQUIREMENTS. ASSFMRLIFS� CORNER POST. ETC, I i I � .i MIN 5d's 0 4" O/C. IF MORE THAN 3 PLY'S ARE USED, CONNECT EACH I Bid NAILING, EXCEPT WHEN NOTED. : CONNECT TO EACH ; I 1: �i i SEGMENT, WITHIN 2" OF i: i I : . i i *SPECIFIED NAILING REQUIRED FOR BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF i 1 (4) .131x3" TOE-NAILS 0 EA. TRUSS/ ! OUTER PLY TO SHEATHING AS SPFrIFIFD_ : TRUSS MEMBER WA2) . i i I EVERY PLY IN ADDITION TO 2 PLY's : JACK-/KING-STUD i t 1 3 - I : 'I t : -1 STHD114 AT CURB WALL i ; t ! 11 . see MIN. 19/32- RAFTER -TO-TOP PL. IN ADDITION TO 'ES OR I EDGES w/2x BLOCKING. : ___ NAILS " :1 :, - ! t .: : : i i . ENGINEERED TRUSS (DTL 2/ST2) �� : : i (40/�O) WITH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE t I----- :� i � ASSEMBLY. ROD 0 CORNER OR 0 "I : /: t CONVENTIONAL (SOLID-SAWN) - : f (1) STHD14/-Ri CONNECT EITHER i :j ! I 1, 4 - I I :i : . i � i i I ROOFING. UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & i LOCATIONS. 1� e/.- 1 i i i i i FRAMING. SEE PLAN, LAYOUT OR I I MAY BE INSTALLED TO JACK-/KING-STUD ASSEMBLY- MAY BE USED AT \ i :1 ;i I i ; I : NOTED OTHERWISE. RAFTER BEARING POINTS, SSOCIATED DELEGATED : SID.;,Q CORNER TO-F i i 1 i ; k i _.� t i i : : 111 I : MULTIPLE PLY POST CONNECTIONS �9F'ASSEMBLY. I III I I L NON-CURB WALL (DTL \ t i :: I � it ENGINEERING FOR TYPE, SIZE & : I POST ASSEMBLY-TO- - \ i !: .: I :! � 1 94 1 I f . I/ST2) LOCATIONS. I : i i t I TRUSS-TO-PL, CO T R ORIENTATION OF MEMBERS. : I i FOUNDATION. (MAY BE USED \ i I NOT TO SCALE i \ i i : i i \ ! .: .t Q T��',[j(,T� - I.L.5 WOCO*Tle RODS) \\ I i -t i t _): 1 1 i I i "t E :1 i 11 - .... L T.........�.:...�.... :: --- ---- --- ----� ------ ------- ---- -- -- ----- -------------�...............-._.------------.................-�..............__-�---------------�..................._ �.............. lx,... �..........t t...�..,...� -------------------------------------------- i EXiCEF"I AS NCTED ON , :'RA: LANr,,"), I , , ------�-----�................-................�-----:--- :1........._�------�------_----------------------------------------------- --- ------- ........�---------�...........................-� ................ 1_ �------�...............___.....-.1 I __ ..._ _________._..___.____ I __ (2 2x #2 SYP TOP PL. FAST ..... ..........._______ ..................----------------_-----�..........�..................................------�------------------_ .,/ �I -------------------------------x M -- ----- --- ----------____ , i J*J:�:j S C�7 1� T :�........._�-�--------�------------�---------_-_-----�--------------�------�--------------------- --------------------------- ----- --- I - . 1 �......... ___� ___��- ------�--- ------��__+ i ASTILLO I "AI.A." R"Ott:* � S, I i(1, HAVt-- tt i DOOR(S) SHALL BE I .....................�---------------------�.....__,_�... __ ...__ ...........................____.. TOGETHER w/ (2) ROWS .1131x3" NAILS 0 :: APPING w/MIN. (10) 10d t . i � I--7, ;: LENGTH OF CS16 STIR i I : � ,, : ATTACHED T I , .i ( ; ��_� I + i �1) -2�b.4 i QR i I) -L)W,"% S C P,E',',' 12*o/c, STAGGERED. w/ MIN. 24* LAP / I: INTO EACH PLY OF SILL & HEAD(EF), EXTEND i i : i PPROPRIATE FR� I ,i I : : . 'A)MING+ MULTIPLE TRUSSES .'..' ' - I - . MIN. (12) .13ix3- NAILS IN EA, LAP. HORIZONTALLY ACROSS STUD ASSEMBLY & ; I ** MAY USE PA511 or -68 STRAPS I.L.O. STHD's FOR TRUSSES 0 24- O/C MAX I I : : I MEMBERS IN " I : I i SPH4-6-8 0 MAX 32"o/c 0 PL.-TO-STUDS t BLOCKING. CONTINUOUS TO CORNER, FILLING ALL i Group i : ACCORDANCE WITH ; I I., :�,, P). MATCH SIZE AT STEM-WALL APPLICATIONS. ATTACH TO : � - NOT REQ'D WHEN USING WOOD*Tie I HOLES W/ 10d. (TYP - 4 STRAPS 0 HEAD(ER) & (2)2x( ) BLOCKING (TY I i I �.. i APPLICABLE ; ..I I I �MD*Tie 0 CHORING RODS FRAlG W/( 16d or (26) 10d 0* : I .. I . . 47 I 4 STRAPS 0 SILL) OF ADJACENT FRAMING (STUDS). I ) . .� ... ,C)ENAILS, TO TOP `LATEE NOT REQUIRED 1� ANCHORING RODS PER DETAIL B/ST1 10 _3�- I MANUFACTURER'S i___ -,-.-,- - !04------.............�.,............�.................._ ____I.....I........�----------------...../ I A Florida Corporation ...�.. . f TRAL -I ,_�. i ., - I INSTRUCTIONS & / . < % N, x x , : � .- .. i / : : i I TYPICAL EXTERIOR WALL 2x( ) #2 SYP SHOE PL. w/(2) ROWS I I : :2 v i Designers M ' . : :i I / : I : ....7� i I OpeJRECTIONS i ! i i 1 I i I : . !: -z-1. ; ?i i 11 : .__N I ; , : :1 : i i : I : : : i ! MIN. 23 23/32* APA- OR TECO �: i: SEE DETAIL C/STI FOR (VERTICAL) i _"i"`\ TYPICAL 3ARAGE DOOR NING FRAMING DETAIL - U.N.O. v 11 T4`T OF .131lx3* 0 12"o/c, STAGGERED. vw 2� -RATED 11 11 M it HEADER PER STRUCTURAL PLAN t rH / : i : Engineers i I t :: t i : . I . :: HEADER-TO-STUD STRAPPING t / I � OR WALL t i t : EXTERIOR STUD WALL SPECIFICATIONS 11 ..' E ) / 11 I C4 :: /� - - : \,�Tl NOT TO SCALE � I 2nd FLO i - I: :1 i t SEE 5 : .: %/- I 11 i SPECIFIC : I ; i I I TRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. I ) i . ATIONS. t : ; L. ABOVE , ...- - . : i L 11 .�� C/ �xw"iix", �"kxX_VAM47=WC14 I t I _L6/6.0 i UA A�.... . i i : WALL SHEATHING - L � CO _� ; ___ a, : : i TR -- 1 i I : I k i �: : I - =----==I : :i : � , FASTEN FLOOR t : t : : t I : : i � 1, : 1-3/4" Width Pieces: i i � t .-771..\---I------------ . :i i AT EXTERIOR DECKS. LEDGER � I SECTION l FOR . 0 ANTITY OF ALL 2nd .: i: I I ; ,� : i i : t DECKING (PER A/STI) -6ioo : i : : i I (904)772 1: �� i I ! * i i II 1� -- _ __- -__ ) .: : ! I :SHALL MATCH JOIST DEPTH (MIN, ,� , Minimum of(2) rows of 12d (3-1/4*) nails 0 12" a/c. I I i ADDITIONAL SPECS I : a __+FLUR STUD COLUMNS w/ , //i I" / .i �' ! � : I � /,,I t I : : - : i : TO LATERAL BRACE W/ ! � x : : i : t " t . i FL CoA No.29015 TYPICAL INTERIOR BEARING WALL + + , -SWB -- CEM= '2x8) AND BE ATTACHED TO E H $ Minimum of (3) rows of 12d (3-1/4"') nails 0 12" a/c for 14* & � i , , I ! I : A( " i � :I " IL , I .: : i i : : I I : t (4) 10d COMMON NAILS I 11�, OCKING IN FLR SYS. I I I .\ i t i � I . BIL /, I : :I i I NAIL THROUGH A.P.A. RATED SHEATHING :16"o/c (MAX) VERT. FRAMING w/ i 1 deeper. ; i 11 I : I 2x4 PLANK ORIENTED ; ,L AND w/ 1st FLR-LEVEL // i �; i : AMING W/ 8d AT 3" O.C. AT i T-BRACE FASTENED TO i . INT. I OAD-BEARING � / i i i INTO FIR ALL I I : 11 (" \ : i: : I;;__ -- � I STRUCTURAL PLAI , /+ I t: : YA*dio. SDS-SCREWS - 3" LONG IF - I * Nailed connections require an additional roW of ioils When nail size I STUD WALL SPECS if .\ / i - - , .". j__ : WEB W/.131x3" a 6- ; 11% LATERAL BRACES 0 24' : : I . h ...........- -(�.-.1 STUD COLUMN U.N.O.. +_1_,,-,-4 -11 __'_1\ yl_ i /Z : EDGES AND INTO EACH PLY OF EACH "I I I ve (min. 0.1128"`0"�. �: O/C TOP AND BOTTOM. 2x4 DIAGONAL EFFECTIVE PL.HT.(FT)l ALLOWABLE STUD I .- � i i i 'DIRECTLY ATTACHED TO FRAMING. Ln .I,,-- is smaller than specified abo i - ___ =Z=4 I— I I : ; : i O/C. T-BRACE TO BE "I t __ i I ! Li i : TO 8' ;Zx DS : i 1:3-1/2" LONG IF ATTACHED * Nail from BOTH SIDES of 3-ply members BRACE 0 24" i �� IRf::=�-4 ; : DOUBLE INTERIOR PLATE, 12- O.C. . i i I i FASTEN TO FLOOR TRUSS I :. i \ I :I t Rx SA TO 12' 2x4 42 SPF STUDS 0 16"OA INTERMEDIATE FLOOR SYSTEM - I : i . ME SPECIES AND 11 _tl:11�E ELSEWHERE. i i : ------ -1 i : 1 1 __ !THR �, .4 i 1 3-1/2" Width Pieces 6ba 4-� 1-3/4" Width Pieces: 12" . \ O/C. DIAGONAL T -1 SPF STUDS 0 12-O/ i i i i w ... . , i I i -7 APPLICABLE TO -STORY BU I h i OUGH SHTN'G. , O BE W/(3) 10d COMMON t I I t BRACE TO i - : :QUANTITY OF SCREWSs i i i \ TOE-NAILS, BRACES TO -7"I :i : : : � . " ; _--I i S ONLY. SEE PLAN, LAYOUL OR !i i FOR OTHER UPLIFT H I t I , '. I : - I _ : " ,,�� I � / LATERAL BRACE i 1 I: i I 11,- i IN 2x STUDS I , , 12" � I -1 / : TO 18' 2x6#2 . MULTI IL I :1 w :i J, > 1 $ Minimum of (2) ro4f" /2" bolts 0 24" o/c Btag ed. �,,, TO 21' YP STUDS 0 12"OA. 11 11 i I BRACED. SIZE OF MEMBER � � i :: : : !2x8 LDGR: (6) SCREWS �, . 1 : " �, , I ,_ : i ASSOCIATED DELEGATED ENGINERiNG FOR 11 11 � :: : i CONNECTIONS, SEE TYPICAL WALL i I :I\_ � ". �,,: - AS SPECIFIED BY TRUSS \ EXTEND INTO FLOOR __1 I I- i . - ; , I , : " I - i _��, : i: � 1 12. I I I,�: - __ t I :I i . I i 1 I � I I SYSTEM (1) BAY, i I ATTACH 2nd FLR STUDS TO Ist FLR TYPE, SIZE & ORIENTATION OF MEMBERS. !I :t i 2x1O LDGR: (7) SCREWS : I _< W/(3) 1 Od : ;- __ - __ I I " I - I : \ t : i I SECTION AND TYPICAL HEADER , " ; -_ I IV _"V 1: I �� , b : ,,,<,,T�-,--,'- DESIGN ENGINEER MIN. : I COMMON NAILS I " 1� I i : LATERAL BRACE LOCATION i I i t i; , I � I , I , i,�, / I X4). \ i i \ :I ! : i ,I I I I / I : : i i i! , DETAILS. :i i i I I - : 1 ,I ,1, 1 I � ,- / -1 ,I � . - I >_ - --- _71 AT EACH END : I I �L '' I I i . i � � ",�,,. � I ; I�� : . .; i� i : :�� NOTE: \ ON BOTTOM CHORD TO ; 1 t :i 1 1 i -41 I STUDS (OR BEAMS) W/ CS16 STRAPS BRACING, BLOCKING & INSTALLATION [I FRAMING DETAIL. 2X12 LDGR: (8) SCREWS ;- j � (28" + DEPTH OF FLIR SYS. IN LENGTH) tz t : I I -1 " i ;: . � : i i i c-��: 11 : "', � 11 i i \ MATCH BRACE LOCATION . 1: i : : (2)2x( ) HEAD i AT DOUBLE INTERIOR i #2 SYP LEDGER FASTENED TO 16"o/ 'If''I : i \ : 11 i .: i : t TRUSS-TO-LEDGER I I I I : : �! , : _,1 11, " - I , , �� i . "I : i � i j t i Z i i : , ,--I I ; - ,_ " I : 'ON TOP CHORD. i t i i i AND SILL i I A � �, ,� , "" I<I �i If 0 MAX. 32"o/c w/ (11) 1Od/END, ; I SILLS/PLATES/BLOCKING. NAIL FIRST � (MAX) STUDS W/.131II3" GUN NAILS 0 E , , 1 -17, . I � : : , : , : : i , I �, , I t : :: : : : : . - I I , "I I . r -, I \ :: ! : i �� , . I , i I i :i : : PLATE TO SECOND PLATE W/ (2) ROWS : STUD-EXTEND TO STUD BEYOND LAST TRUSS. �, i CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL STUD i (TYP) ! i : i � , � � �", : I I ; \ i :! . T � 11 � , I \ : i ;1 I : : : SPECIFIED i , : i i ,,� : � I ;: : i : 'a ,�_, I � , , : I :; SIZE, GRADE, SPECIES & I ! I I 12d COMMONS AT 8" O.C. i : � �, " I �: : i i BY TRUSS "I " I % : I :i & EXT. WALLS, NOT REQUIRED WHEN :: I ; : I , I �' , . I � : I : INTERMEDIATE FLOOR : i �,_ ---. ____, i --t I 6'', .." � I k � : SPACING - ; I :-.ENGINEER. I , �i USING WOOD*Tie ANCHORING RODS PER i 1. I . E ,_ i I we= SIDE PANEL HEIGHT TO _�_, : 1, " 1, ' TYPICAL, U.N.O. I I I i .i;: � t i ; _�-'/ " I : �, 1 : :i : : : : t" - i DETAIL B/ST1 ;; : 1: WIDTH REQUIREMENTS 2u:1 I 1 -,-, , i 1 i , I I i i I i i i ! ! ! TRUSS LEDGER & CON TION SCHEDULE (Rv#PER TRUSS) L, I _,", � : : i - i i � . I : � . i; :, . i i : "I . : "� � PT 2x( ) #2 SYP SHOE PL.. _`,�\ :i *4 : i i i i [ i '1�,11, i : i : 1 ":, I : : I t � i . i I : i ! h (ft) IMIN. w ; : ! i I : � : ; : 1, : : '. ! . � i : i : i I i I t t i i i I I � � i : WEB REQUIRING BRACIII�,, I FASTEN EXT. WALL SHEATHING SPH4-6-8 0 MAX 32"O/C 0 .�11 i : i it i RV#0-77 ........... x6 W/0) NAILS 0 EACH STUD " I x H i CEILING LINE : i ; � , : TF ISS I i : : :: i i 7' 2'_1" STUD' I 1 .< -I PL. & RIM or : i: : Rv# 777-1241....... x8 W/(8) NAILS 0 EACH . P" KIP`rTInKI __ I " ITIPLE PLYSOF ) ; it : ii : : __ t I I : 1� PL-TO-STUDS - NOT REQUIRED 2� 1; � 6' V-8 1/2" i " :2 : ; I: i i : : I : i I RvA 1242-1862... x12 */1121 NAI / � % i RIBBON w/ PRESCRIBED "EDGE NAILING" : M 1 i i t i I __I - / : i. I i! : i , i � 1: i : i WHEN USING WOOD*Tie ANCHORING i V-5- i ,2" 11 v / t i i. i p : 1 5' MS U.N.O. : t * t : 0A 1: i i i i : t / ! i i� : : : SIZE/SPACING. .: - . AIL . ST / I , : i I t : : : I I / / i RODS PER DETAIL B/ST1. I a H I i 1: i 1 : i 1' -V-2 1/2" i NOT TO SCALE __% _1, FLOOR EDGE I I i: : : : i I : : : : : I / i ,_ WITH 4" BRICK VENEER EXTERI : :: i : : : NOT TO SCALE 1�_ : I i: : : i : I : ; I : : i I----------______--------- -- --__- __- -__---- ---__----__-_________-- --------------------------.----- TRUSS ON PARALLEL END WALL (NOTE: : i i. �: f .__ .- --------------------------------------------__ -...............__-----------_------�......�............._------ __------------ ;I �: I -------------------------------------------------------�--- FINISH, ADD CORRUGATED G LV, i :! I t t- -------- ------------- ------------------ ----------- --------------------.----------------.�-----__--�---------,---------�....�............................ .......�.......�.....�------------------ -____----------�........................�----------- : :i :; : : . RIBBON ON FLOOR TRUSSES NOT SHOWN : . i I i i: : ! BRICK TIES 0 24"o/c HORZ. & IT 4 I I. ;: : � - 11 1 , - i - I / v x "�"l : I _... _Ak�AA,_,;4jt�_, M , W, t I! -...____.____._* A?1,49.w�l NMAN Awww'A'AN iG.- - : ROOF/FLOOR I FOR CLARITY,) ; 1..� i "_�___,_____ i i : i i : : i #I# : APPLICATIONS MAY USE. I.L.O. EAQU : 1 (2) #2 SIRE 2x4 0 EA. CORNER S1 : : i ROOF/FLI I i . 4r* i i i I i ", -________,__,____,------------------------------------__--,--,1--------------- HTT5, (1) PHD6 OR (2) PHD2's. IF : : i 16"o/c VERT. BRICK TIES MUST 1/2-dia X 7- EMBEDMENT I 1k : (1) HTT5 TO ATR (TYP). HEIGHT-LIMITED ,�TRUSSES I NGLE TRUSS BE FASTENED THRU SHTN'G TO CAST-IN-PLACE "J" BOLTS OR I I ; DOR SHEATH , I I.L.O. 4x4 POST. (3) #2 SPF 2x4'S : I : i WALL STUDS. 1/2"dia X 6" EMBEDMENT : i _,_�::: .................... I 0 CORNERS DIRECTLY BENEATH : : i PHD2's ARE USED, MATCH HTT4 ATR i t : FOOTING (SEE TYPICAL WALL SECTION) : I ! t i ! � - ____- --_;:::::::::::�:::::---_x---- WHEN 6x6 IS REQ*D. BRACING I ; : 1 - EPDXIED ALL-THREAD RODS W/ t I -............� SPECS. IF OVER Ist FLOOR BEAM. : X 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.0, : I C) . I �; L---------___..............__........�.........- _.............____---------_---_ _....__---__� � ��.......________---�----------------�-----------�......�... : i -� . : : : 2X4 #2 SPFLEDGER 1! I I. WALL SHEATHING PER TABLE 2"x2"x1/8" WASHERS 0 24"o C. I STRAP TO BEAM W/(3) CS16's (3ply i i I HTT16 & 5/8-ox5-1/2- EMBED 2. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS ! I -_-� I ! I i : i i : w/ (4) .131 X 3- To : i .i END POSTS REQUIRED). I i I EPDXIED ALL THREAD 0 EACH � 4,10 SEE SILL PL. SHEAR CONNECTOR 17 BY THE TRUSS ENGINEER. t i i EACH INTERSECTING ; i -STYLE FOUNDATI : i (3) .131 x3" i ---------------------- ....... i----_-_--QR ALTERNATIVE AS SHOWN ON ! MONOLITHIC ON SCHEDULE ON S-SHEET(S) I : ! 1 ALL FASTENERS SHOWN ARE .131xY NAILS. t Ljj : t I i BER - � NAILS 0 EACH :� I � : ....�..... -........... - i SWB - SPECIAL SHEARWALL DETAIL I TRUSS MEM .....� -in STRUCTURAL PLAN. 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE I CONTINUOUS LATERAL BRACE REQUIREMENT. I I i SHOWN, SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. i t USE WHEN BOTTOM T TRUSS OR 1: i , ,� : �, t ; : i APPROVED FOUNDATION ! I LEDGER TO : .i I i : i I ------ : i DIFFERENT HE GHTS i : .: TYPES/STYLES. i _\ BLOCKING. t : : : NOT TO SCALE i I 4__ xj � - 5. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. : t BEAM-STRAP PER N/STI UON i i ON OPPOSITE SIDES i � : : i it i : it 88 : OF WALL. 1 7/16- A.P.A. OR TECO RATED 1: 1 1 I\- r'11. I : i t . �_ I - : ,: i -: I IT I I I SHEATHING W/6'/12-o/c Eld :t t : : : I 1 � : 1, I : :1 t'A'*� TYPICAL ONE- & TWO-STORY WALL DETAIL :� I ��'111� PERMANENT ROOF I FLOOR LATERAL BRACING 1! �_ 1 1 i (4) ,13lx3* TOENAILS : I I i NAILING - 4 SIDES 1; ; : :: � 11 i 2x4 #2 SPF BLOCKING 0 1 1 i : ! 1: 1 4014 ��Tl NOT TO SCALE I : , 1 I i NOT TO SCALE :: �; ly, I I I i t: :: 4110 I 24" O/C. REDUCE i I I it i i I 1: 5' < . V_� /' @) . : t i TO TOP PLATE OF I 1: -__ : : I I . I AX i SPACING To 16" a/c FOR i T. BEAM ABOVE :i - .: __/ P .: ,_ : SHEATHING/POST . : EXTERIOR WALL. i :1 , �! i ; �i i SW2 AND 12" a/c FOR : i i , i : � -1 i I 4k_�, ; 1 i U I i I : I- - i I ------.i : Swi. : I - - i - - � : :I : . : i ! LOW-CARBON STEEL NUT FOR h- A __1-1 - ___ _ ROOF SYSTEM - �i L A,------------_.- ov.MvMQUIM i : i i ** WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYP OUTLOOKERS - I #4 'I- . - - i �._:...................................-11 1 ----'----------'---,...........- ...........-� I : i PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS--< 16". 0 24"o/c W/ I - i I . . : .,, � ' T : I i i : : : i i - - i ; : I i I �1111`* - WASHER '* T � CONNECTED TO WALL 7 I � i: i M : : ABOVE ROUND "FENDER ABOVE ,�:� t i ; I : i : i TRUSS IS LESS THAN THE MINIMUM ON-CENTER � " I : : (1) H5 GEACH OUTLOOKER TO TOP ;i - _', ; i. : i ALL - I . it ..........�-- ------- PER STRUCTURAL �t ; i I EXTERIOR WALL ; : . - - �I : � i : . i 1! �� . t 1, i, t : i -X--BRACING, A . :; : I SPACING INDICATED FOR THE CHORD OF GABLE TRUSS OR END 3"x3"x9/64" SLOTTED STEEL WASHER.,.,- ,�----, :: = I : I - _ DETAILS. i : i � i ", - :: ; I SW (TYPE) ; I I i i 1 ..-...-- -------- !I : : i I 1 i ROD TO BE POSITIONED SO THAT SQUARE . _� i ! " i : BUILT-UP OR BOXED COLUMN MAY BE SINGLE "X"-BRACE AT THE PEAK MAY BE USED WALL TOP x :1 - : [: - I , i� : - THICK (24/16 SPAN INDEX) APA- OR � i it I : : � , WASHER CAN BE TOTALLY SUPPORTED BY ", I ;: i MIN. 7/16 1 : t: � I t i : OVERHANGS 16t-->24-, 0 16-0/c li , :: i : I DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) *X"-BRACES MAY - : :: : i : i� 41,10 - -TOP PL., ,[ / <1),-- : i t : TECO-RATED WALL SHEATHING ATTACHED TO I : I i T : BE OMITTED AT THE CONTRACTOR'S DISCRETION. it - 11, : - , . 1 t I : :: - / . : : : : i 1: i : EXTERIOR WALL RUNS EE WEEN TWO PARALLEL TRUSSES. / � I : :: � I i FRAMING MEMBERS & BLOCKING PER TABLE BELOW. : i : 00 2) H5 OEACH OUTLOOK I : : : : i : t BOXED COLUMN DETAIL ER TO TOP . � � li I i MIN. : 1 ( , , f :; � BLOCK ALL UNSUPPORTED PANEL EDGES W/ i : i - : :: ; : t it : : : t . ,� i ER TO 30-35 1 :: : ? t : t NOT TO SCALE FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS OR END ,i I i i: : i i i : i : " , i : . 2x4 BLOCKING. :@)TRU : V) 0 4110 , - - i T ABOVE WASH FA TEN ALL ROOF SHEATHING � : : : : 0 " - ____ 1 ! SS BLJCKING DETAIL . N , i FOOT-POUNDS AT TIME OF INSTALLATION i i i : : OF G RIF WA L 4ALL TOP X A'-n" OF r,ARI F i - : : t t i VATH : I - � - - I i I I i : : ; t 2x4 BLOCKING AT ALL ROOF-\, IN 4'-O* : . . I i t ! I : #I* ____ - i 2ply MIN. STUD END POST(PER i : i : SHEATHING PANEL EDGES WITHIN `* TO ALL Bi ALL SUPPORTS W/8d �, � I (AFTER EPDXY CURES). i ; ; : i I . . � t - ___ i 1: I I TRUCTURAL PLAN) 0 EACH END OF t i . : ; I , : � S ; : - :: 1 1 I ",�IIIINAILS 0 4-o/c 2x #2 SYP BLKN'G BT __ - _ ! I .t ; I i ! 1 i �- ___ t : : : 4'-o" OF GABLE WALL. vM _____...� X/ i 1: : i -WALL U.N.O.- SEE DETAIL D- T11 11 i : : .... NAILS f I- I_ :t SHEAR : : : - -�....�---------- -----------_1 .......__. -------------------------�-----------------_�............. �.................�..............�-----------------�-------------�-----------------------------------�----------------------------- I - i I t : i : __ __ - :: :i : OUTLOOKERS w/.13Ix3" � I � i - - � ! :: :i : i - - : �! 1 i � . � - i i i ATTACHMENT OF POST PLY'S. i ! I ; : x ii ,: M I .......�.. ...........-1 t t i � � OR , : i i � : - TO i� i : : i i F 11 i t: 16 i : � TOE-NAILS 0 6-o/c I i : I �11'. ;� iii I I 4114 , � 1/2" WO0D$Tie : L TOP CHORD or TOP > 11 : *ATR MAXIMUM OUT-OF-PLUMB i _�_ _,,,`P -I- i (3) .131xa IUL-IMM ;� 'I >_ , i U � 4% IV :� : : _` I i� ROD U.N.O. ; HEADER PER STRUCTURAL 0 OUTLOOKER / - 1/, � : * TOLERANCE: Y4" PER FOOT OR 2" PER 5- i Z2x4 BLOCKING AT'XLL ROOF :1 i : -_ DROPPED (-3-h-) TOP CHORD ii �, FLOOR LEVEL - WHICHEVER IS LESS. � I I i BLOCKING-TO-TRUSS : r--"- i I . I - i - �� -4- i -i_ 4- 47 t I -, PLAN OR TRUSS LAYOUT SHEATHING PANEL EDGES WITHINi CONVENTIONAL OVERERAMING CONSTRUCTION NOTES I_ ch WOOD-Tie ROD t : / I :: : . � : I : KING-STUD ASSEMBLY I vr 1.1 I 2x "L" OR "T" BRACING ON VERTICAL :t 4'-O" OF GABLE WALL. ;i 11 :: : : . :I i I _____ t PROVIDE FULL : 1: : : I� 1 #2 SYP DBL - H :: - . I i : I'/ :t :i : .PER � lr___� AT OPENINGS MAY SERVE I TOP > I . � - :� :: it I / :! i . WOOD TIE R . I i i , � USS ENGINEER. : I : : i :: :i : ! t i ...................... I t 2) 2x : ---------- r. : . i i :i :: i i AS END POSTS AT i I I31x3" TOE-NAILS 0 :. ;I RAFTERS - USE ]2x6 #2 SYP/SPF RAFTERS 0 24" O/C ATTACHED TO RIDGE & VALLEY NAILER W/ (3) .131x3" TOENAILS, : �t :! : I I I --------------------------�------------- .------------ . : :! ; ; '� #2 SYP VE i :i i ON MIN. ONE PLATE. :1 :: : I I EII/ST11 : _.._.:�*��:-:�:::::�:::::::::::�:::�:::�.: LA MIN, 2x4 #2 SPF 0 MAX, 24"o/c w/ : Ld I-- (/) 1: : :I .: : i : 1\ bUTLOOKER-TO-TRUSS TC : . i . : :i :. . : . NAILING INTO TOP PLATE : : : .! : i . I 11 21 I i 1 (3) .1311x3" N . :: 1; VALLEY NAILER - USE' ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS W/ (4) .131XY NAILS. 'i :! : : I i I i W, . :: i : i x i : .i : : 1 :1 : I I ; i : . t i: . I i : - - . : I .. t: - - . __w_ : I : : 2x #2 SYP DOUBLE TOP >ASSEMBLY . i 2 t- . '�'�(2)MSTA24 "IlIll / J� 1; . _",�1, i ! SHEAR-WALL ENDS i I : � , i . ILZ� .131x3" NAILS 0 6'o/c FROM BRACING I :�, I TOE-NAILS PER E D. TO WEB. ABSENT OF SPEC(S) ON i i PPLES - JVW SPF CRIPPLES 0 4' O/C (MAX HEIGHT = 6'-3"*). 1 - :i . � : INSTALL DBL , : _ ii RAFTER CRI I i i [,,A - i ; 'H : �,=--__=A it : I : : I i i . : = bi I -- ;I :: . ,,-+: - I : : r BLOCKING IN 1,Tj- EACH END OF LAC : I I: : I : i :_. i TRUSS ENG., REFER TO*EXT. WALL i : I ii j: : ,_�, HOLD-DOWN AT EACH :i : : 5-1 2' I AX � i - SLOPE TO MATCH ROOF PITCH, RIDGE CRIPIRLES - 2x4 #2 SPF 0 2' O/C (MAX HEIGHT = 6'-3"*). n , t WALL, PER t I I I ; STUD SCII ON STRUCTURAL j: i I! i i It H I NF-44W4-BRACE IS /.%TACHED TO CRIPPLE W/ .131x3" NAILS 0 4" O/C (MAX HEIGHT = W-10"), I I I I : : I t SPACE MATCH � i i ; . I I It INTERMEDIATE SHEAR . ? �+ : i I , : r ;I ;: I li :: !. i FIRST TWO STUD . : BEAM TO POST. I OF SHEAR- I i 2x4 #2 YP "X" BRACI ` LOCA SPACE , '14 ��, I : I : i 3 SHOWN BELOW. EXIEND A : DRAWING. USING WEB LENGTH/HEIGHT ROM FLOOR I 1: :: i i: I : i : i � : : ;i : i I I FASTENERS. PER DETAIL : I : � � 1� ED . D i I I 1: TE FLOOR ; ; I I L ADJAC IT : I 1 * CE IS AITACHED TO CRIPPLE w/ .131x3" NAILS 0 4" O/C (MAX HEIGHT = 111,-2"). ry *111 I 11 I !I i I...�...... i : : ACES INWARD MIN. 8' FROM GABLE WALL AND 11.0. >HEIGHT. DOUBLE AND/OR SYSTEM TO UNDERSIDE OF DBIL TOP > I SySTr_AAPPUCABLE : �BEAM ABOVE : BIR IF 2x4 T-BR .....- : : . I I -LOW-CARBON STEEL 11 i A/STI TABLE, TYP. ! t 1 i I., FRAMI ;, PER i i I i I 1 I I I : _I : : : MBLY(O OUTLOOKERS). SEE 1 IF CRIPPLE DOES NOT SEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) .131x3" : : I : : TO i4ULP-STORY i .... h.-t-J"'a L : -,a.- : ._i,� - - SSIZE � i '%. � MID-POINT */(3) .113143" TRIPLE "L's/T's" AS REQUIRED TO ASSE � -I : : ADE/ i - i : : : NN - 1 TOE-NAILS TO EACH TRUSS TOP CHORD. : i UPLER */MIN. %* BUILDINGS ONLY. ! I _____------- i : TOP )AE* OF . MAINTAIN MAX a/c SPACING WHE STRUCTURAL PLAN. i - ------------ . i PERwaa�",P-T- i : NAILS FM EA SIDE OF *X* BRACING. MIN. (3) EVENLY 0 0 D ; THR L_-.. -----I i : i SPECI FROM ; P .X ki : I I : � i PT 02 sYP 4x4 POSv,, WEBS EXCEED SPACING � i H : I : i D " BRACES PER GABLE END. - T . I FROM EACH WOOD*Ti_ -_ _,_� I : _ . I I i . EAD ENGAGEMENT . - i I I ; : :! \ STUD MEDULE. I OR �I NOWN 0 H I I ATTACH CRI A : i , POST/BEAM 1 I . PPLES i ' 4 �O IR,FTER OR RIDGE W/ (3) .131 x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING W/ (3) .131 x3" TOENAILS. i ;[ i : : i : A i . I i � i -COLUMNS MAX. "X" BRACE SPACING: I §RdRW6f-TOP CHORD GABLE RO i : i i : : � li I it i : I j : ENGINEERED ROOF TRUSSES I : I ROD. (OPTIONAL, ;; : 1 RIDGE - USE MII SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). :; : . . I I 11 . �� i i : I i : : THOSE SUPF E EERED I I -0.0 TRUSS I � . : I ; ; TALLER 10 ! it R FASTENERS . : 11 i it i 1/2- dio. i : : i I NIvENTIO ., 1: , . ,i : : \_(2) MSTA301 W/(24)'I'Od WOOD PRODU R. U E P 2 NAL RAFTERS/JOIST NAIL RIDGE ENDS TO 4 I : INTERMEDIATE SHE'�\ )O NG <4A2 PITCH - 8 /c ' I � : I 4A : , 1. i LOCATE AS REVD) � ,: SHEAR CONNETOR SCHEDULE ON. PER SIL:> i WOOD*Tie RO . i i . UCIT S Ir 2 <342 PITCH - 6'-O*o/c I i : Q�% . x 2 0 U� I : i i i , : ; : NAILS NAILED TO PLATES SYP 6x6 POST. (U.N.O. 1 1 7/16* THICK (MIN.) r i 'i ,,JOMMON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END W/ (3) .131x3" TOENAILS. : : - h"dia. ii . t : 0 APA- 7 : i : ; - : i . ; : - ; __ : U.N,O. AND BLOCKING ON INSIDE : �, PIL i _� WOOD*Tie RODS I I ITRUSSES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/STI. A307 THREADED STEEL ROD i I i UCTURAL PLAN) 4, � : TECO-RATED WALL SHEATHI - I : : : i STIR t NG. i I ANCHORING RODS i : �� , - ., : S :1 WOOD*Tie : N------7'_--.:---,, I .1 ., ��`, - - ::: V 0 I I . i : t X: - -ATR-) LOCATED AT ! : 11 --------�--------------- � _ - 1�........�-----�----�- : SEE TRUSS DETAIL " AICONVF1103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATON. ( TRDTN'L MTL CONNECTORS I v i I : ---�........... � - - - A MATCH NAIL SIZE/SPACING _y...It___------ - 1: I : i : I i ! :1 ; ; : I : i :: CORNERS. EACH SIDE OF t EAR-WALL HOLD DOWN IN i ! ; i - : : :; i I I I I i i : : � : : i ��:___� DESIGNATED FOR WALL BELOW . 1 ADDITION TO ANY RODS USED FOR UPLIFT. : ; I 74�� I : i Ln n : i � GABLE. BLOCK ALL PANEL EDGES i I!--------_-------_---------------------------------.....--_ -_- ---I.......� __....................I-------------------� OPENINGS LARGER THAN 6', !: : I : � x4 #2 SYP LATERAL BRACING J ---------- : � i . I i. I : : i : � I i BALLOON FRAMED i i I : . --------------------------------------------------�------------------------------------- __--------------------------�--------------------------------_----b--------�----------------------------------------------------------------�--------------------------------�.......................�------------------------------------------------------------------------------------- I :1 . I ! i -I i -INDEX" SHEATHING 1/4" FROM EDIATE AND 6'o/c (EXT. WALLS) or it ! ; i i w/(3) .131 x I/ : i i 1 1 MATCH EDGE NAILING MATCH EDGE NAILING ; :: ; : POST TO SLAB CONNECTION WITH 3" NAILS INTO EACH I : : : : : ........ ...�........-- -------------------**------*-------------------- - i ,I i I . i : i 00 :: -----------------k..... 2x4 #2 SYP *CATS"O : i i ; MATCH i i BALLOON FRAMING MAY BE USED WITH !: PATTERN FOR PATTERN FOR ,�i 12"o/c ATTACHED TO BOTTOM OF SHOE PLATE FOR SILL PLATE i 4'o/c (INT. WALLS) : \_ : TRUSS BOTTOM CHORD. IN x ! ;: i : BEAM ABU44 OR ABU66 W/(12) 16d CONNECT END OF LATERAL BRACE To -�� it : ! t : i ;: � :; i I I : It E1131l ROOF TRUSSES OR CONVENTIONAL . SPECIFIED S) (BEL 1: ND OF EACH SHEAR-WALL SEGMENT i ABOVE : I - BLE TRUSS / �� i : MOISTURE PROTECTION AND TO SHEAR THEREAFTER. SEE DETAIL it 8d COMMON : � I I 1E* QE i & ATR OR (1) HTT16 & ATR. SPACING & LOCATION OF i W ,: q : FROM TOP >OF SPECIFIED SW(BE�� r, TOP )�S W/(4) 12d I i i i i I ; i FRAMING. IN EITHER APPLICATION. .; AT SHEATHINO-TT TOP 0.,j: AT SHEATHINO-10 TOP I ,, DOUBLE I F/STI FOR USE AT ENDS OF i � I : ADJACENT "X' BRACING. i (2) H2.5*s, H5's OR EQ. LL SHEAR-WALL TO ADJACENT. I - ry rn Uj i i i T i : : : : ; I i i I MAU �FRAWNG MIM BE CONTINUOUS FIR& . CHORD OF INDICATED I COMMON NAILS & i : � i THE t CHORD OF INDICATED ; I SEE TABLE FOR 1 1 NAIL SPACING em i I I i PARALLEL TRUSS. ADD .131I i PLATE 0 TOP OF WALL. ; SHEAR WALL SEGMENTS. !: SHEAR-VVALL 1st-FLOOR SHEAR-WALLS 2nd-FLOOR SHEAR-WALLS i I I TRUSS CONNECTION. i EACH OUTSIDE FACE OF SHEATHING TO APPROVED i :t t : i : i i : I ATTACH TO i t[ i I I 2x STUDS CONTINUOUS FROM i ATTACH BOTTOM CHORD OF GABLE 'FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNE( : : : :: : i : i x 3" NAILS FROM TRUSS BC : . I 1� I . : : : i I FASTENERS AND DESIGNATION I I i Z .: I/ : : J CENT TRUSS W/ 01-� . .,:�i 1 ADJACENT, AND CONNECTED TO, TO THE : :1 wMeTle i : BE -FLUSH" W/ SLAB EDGE. �� PANEL TRADITIONAL TRAD17IONAL WOODOTie I i FLOOR SYSTEM TO BOTTOM CHORD : TRUSS TO TOP >ASSEMBLY W/ TO 2x AND FROM 2x TO I : PANEL i i ; I ; : i . : i : i , i (3) 10d COMMON : . : : :: : SPACING. : HARDWARE RODS i I : .1 1. : 11 UNDERSIDE OF THE OUTLOOKERS ABOVE. IE A . . -,----- - --- .i HARDWARE RODS I i : i __T_ OF GABLE TRUSS. SEE :: : TOP > - MATCH EDGE :; -,-- _, I .13lx3* TOENAILS 0 6"o/c & EITHER : : :: GAME TRUSS IS USE :1 : I: TOE-NAILS. 41111% - i I i I : -,� FASTEN STUD PLYS I � - I � �, I STRUCTURAL PLAN. MSTA12 STRAPS 0 48"o/c OR LTP4 � D. IT UAJ BE APPLIED TO . . i i : :i : " . I - NAILING PATTERN FOR :i , I : WALL SEGMENTS >-15* LONG: WALL SEGMENTS > (2) CS1t's ACROSS WALL SEGMENTS > 1 i I k--N, " I'; THE INSIDE OF THE WALL STUDS AND THE B.C. ;:: ."I k__ � - i �'\N 7, -(1\7---\----\--,\�--,"-\, I: .--,-.._,.�_ .- -A IN Sw /c 12*o/c NONE REQ'D. WALL 15' LONG: NONE FLOOR SYSTEM TO 15' LONG: NONE I 4 / It / ,N�",-�.\�\ -�,\;� SPECIFIED SHEAR-WALL. 2x �� \ '�>/ �1/ I , 1-1 Nii� ATTACHED TO EACH STUD WITH (3) .131 X 3- : �--- . . . . \ I 1, � \ � / I I D-ST1. \ , ", 1 i f �\ ,::, UST MATCH OR EXCEED � , � X � I :: ENG. T M - REO'D. WALL HEADER OR STUD REQ'D. WALL I �� \� __ 1_; > :: : [):f C"""""` ............. , I f__ __ - NCLOSED 6"o ; i i i �� J, PLATES 0 32"o/c RUSS-Z .. ; ENG. TRUSS ENG, TRUSS I- , , / SEGMENTS < 15' LONG: (1) I i i \'\\'\�'\\\' PLATFORM FRAMED 0 �,, .� AND THE T.C. TO THE TOP PLATES */ .13 X ; LENGHT OF SHEAR-WALL. :t_: I I i i \�/�," \ ,;,,>- I" I I i I i SIMPSON -Ar (ACRYLIC TIE) / COLUMNBELOW w/ SEGMENTS < 15' 1 I � _'N,2�;\ \ ,/\/" I I I :[ I : 4 I / i SEGMENTS < 15' / ! ; ; FOUNDATIO HTT16 OR (1) PHD2 t ,�\\ : i -PART EPDXY, INSTALLED /Z (D N - I : I 1%- , \" 1� " BOTTOM CHORD OF GABLE TRUSS MAY BE - 3" 0 4"o/c IN (2) STAGGERED ROWS. 00 � -WA T C : : SHEAR-WALL - CONSTRUCT : i 2 -1 Lu _L3 __ / i ARTIALLY Ist FLOOR LONG: (1) Y2"dia I i ,\ .1 ,\�\\ I SHEAR �N T ! . _j .k I LONG: (1) Y2"dia I 1, I C S Q_ I I i :2 6 t 6"o/c 8"0/c I // FLAT. SLOPED. OR COMBINATION THEREOF. IN : PER SPECI i PER MANUFACTURER'S _,__� MONOLI THIC-STYLE D*Tie ROD : , - 1� L < I 0 woo HOLD-DOWN AT BASE Woo t ., � �; IF Ist OUTLOOKER IS MCA�1014 EIT PER SPECIFICATION. EITH 11 1 I i I - � :: i - I ; it : INSTRUCTIONS. w = . - i , , I 1,� OR BOTH SIDE(S) M � : OR BOTH SIDE(S) MAY BE t ! i FOOTING (SEE 6LL INSTANCES; VERTICAL WALL FRAMING UM "I _>_ I ,��-.... >32" FROM FASCIA i ; i I i �/�,: "----------------�_---- : : � , : � t __ � EDGE OF 2x NEED NOT : : ; I 11 : i : - M j- I FOR CLARITY, SEE i SW2 (1) HTT4 OR (1) PHD2 (1) Y2"dia (2) CS16'9 ACROSS (1) Y2-dia I I �//11'/ FOUNDATION PLAN FOR M FLOOR BELOW TO TOP - - I BOARD, DOUBLE 1st SHEATHED. i SHEATHED. ! ........................- ,-_ -......... -------- ------------------------------------------------- , " I : : i i i FOR I I i SIZE) I . i i j BE FLUSH WITH EDGE I :, ` M = :2 SHEET ST2 WOOD*Tie ROD FLOOR SYSTEM TO WOOD*Tie ROD i i PLATES IMMEDIATELY ADJACENT, AND �� . ---- -�., O I , D*Tie ROD - �; AY .� � ��..........�....�---------- +--_ --- - - --11....�------It---------------------------__----------------------I -:: ,;�. � L.J,0 Li 4"o/c 12"o/c I i ---------::_:�:�::+ ; 1'�;,�,�,,,�-ir�-; _--___-----________ - OUTLOOKER ONLY. i .� il- (.) . : : : l OF TOP >. ION 11 HEADER OR STUD i --- ----- : CONNECTED TO, BOTTOM CHORD ABOVE. 00 E #4 w �- ! : : : i U) TYPES/STYLES. I - � I I I-_ z 1 COL. BELOW w/ 1st i I I % I :: i i : THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A i : i THIS DETAIL PROVIDES IN ALTERNATIVE METHOD OF ATTACHING A LLY i ii I < :2 =) I IIARTIA FLOOR HOLD-DOWN i i 1: D 0 i ; :2 I 4'o/c 8"o/c AT BASE i i : SHEAR-WALL TO A H IZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA i ENCLOSED ; I i i I - i I i AN ENGINEERED TRUSS. AND MAY BE USED I.L.O. FRAMING THE N 0 I I :,@CHANGE IN PLATE HEIGHT 1 FRAMING DETAIL U-NO. I AN ENGINEERED TRUS... AND MAY BE USED I.L.O. FRAMING THE I i :. i 7 , i (1) %'dio WOOD*Tie (3) CS16'*ACROSS (1) %"dia WOOD*Tie i i i SHEAR-WALL CONTINU S TO THE UNDERSIDE OF THE HORIZONTAL SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL �__ -.,;�- in Zi swi (1) HTT5 OR (1)PHD6 i I I Z�% ii ROD (MATCH HTT22 s ; NOT TO SCALE i FLOOR SYSTEM TO ROD : NOT TO SCALE :1 MIN. 2" EDGE___jj LE ON : ENCLOSE 3'o/c 12*o/c : i TYPICAL GABLE-END FRAMING DETAIL - U.N.O. . SHEATHING. THIS DET IS NOT APPLICABLE MEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICA13LE WHEN CONVENTIONAL DISTANCE 4 SEE SILL PL. SHEAR CONNECTOR SCHEDU D i i i EMBED./EDGE DIST.) HEADER OR STUD (MATCH HTT22 � it Li : : I I ROOF FIR ROOF FRAMING IS USED, 1 I i __ I I S-SHEET(S) FOR SILL PL.-TO-FOUNDATION ii - - ----------�------------------------------..---- �.---------.-________.__� NOT TO SCALE t 0 , w/ 3"x3"xY4" COL. BELOW w/ 1st EMBED./EDGE DIST.) i-----_----- -- ---- ___________-____ . ...........�...�-------------------------------�------------------------------------�------------------------------------------------------------_...... ----------_ -_____- !t T_ (n -7 � : i I ACHORAGE WHEN USING WOOD*Tie RODS. ! SEE TRUSS ENGINEERING :1 i ROUND-HOLE WASHER FLOOR HOLD-DOWN w/ 3%3"4" ; FOR ADDITIONAL INFORMATION AND DETAILS PTION #1 OPTION -uO I ARTIALLY i ; AT BASE ROUND-HOLE i DETAILS FOR MAXIMUM a/c I ' � --It - ! a/c 8"o/C t � -__--- ----.-._�-___-.__-_-_-_-_-_._.-�__-�. __�_____-...----.-.-.----.--.,.--..,.,.*,.."-------.-.---------..--.-�-.--.--..-.--------.--.-,-,_-�-�----.-.--.---------.-.-.-..-...--..�......-----------____.___.__._.__.____._______:___.____---_.--.-.--.-_____-.-----.--.--.-.-.-.-.--.-------------.-.-.-.--.-.---.-.-.-.-.--.-.-.-.-.-.-.--.-.-.-.-.-.-.-.-.---.-.----------.--.-�-.-.-------.---_____________7_._..___-.-.----------------.---------________-- _. --.. i SHEAR-WALL RUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR-WALLS RUNNING PAffftA'L'LEL TO TRUSS ABOVE NCLOSED 3" t ON CONSTRUCTING A GYPSUM CLN'G INTERIOR , t .: I I WASHER : SPACING OF BRACING, i I I DIAPHRAGM, REFER TO REPORT ICC ESR i i � I � EXTEND HEADER TO KING STUDS i , i 1, i 4 : i - 7 I .: t _j i 0 79F'75 _8_dT4AILS EACH END OF EACH STRAP. 1338 & ESR 1046 *GYPSUM BOARD i WOOD*Tie DETAILS Ok SPECIFICATIONS t : SEE H.I.B. '91 and BCSI 1-03 OF : : ; INTERIOR & EXTERIOR APPLICATIONS.". ; : N_ I . i MATCH EDGE NAILING t; FOR ADDITIONAL ENGINEERED I- ; rh it S (SOFFIT) TO HEADER, INSTALL REMAINING STUDS I i 0 i, :: TO THE SPECIFIED 7/16- THICK APA OR : i i -- ....-_._. � - --------- : NOT TO SCALE TECO-RATED WALL I WOW TRUSS HANDLING, AS JACK STUDS AND STRAP EACH � I PATTERN FOR HING - @ ::NOTM 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE I BE EITHER VINYL SOFFIT U 1 4 I .1 I 0 0 1 11 . 0 0 0 i i -'7,�j .i PLAN. I MATERIAL, RATED & INSTALLED 0o, INSTALLATION AND BRACING i i i 2x4 #2 SYP NAILER TO �=:=::;.....�� :::::---------------I---------------------------.--.�_.--..--.-,-..--._.-...-,.--------I-------------,--. i i SPECIFIED Sw(BEL ,I- � i � i - �I 11.1 � I-- 0 C) I i _��"00 J ,,, - SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL ;+ + `* 0# JACK TO HEADER ON U . 1� 0 I . I � . . / i x I i! ENNGS AND/OR PENETRATIONS GREATER THAN 112*02' ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN, LICABLE DES" I 1� #4 -7 SIDE w/(1) MSTA24 PER PLY. HEADER PER STRUCTURAL PLAN. i AT SHEATHIN TOP I / / / / / / / I / / : 2) OP ; "I', -1 I 11 .1 Z1 7 : 1 16- W/10d COMMON 0 3"o/c. PROVIDE FULL-DEPTH - -SPACED 10d NAILS. ; , � _�,� . �11 11 11 ; . � I I . . j : ii 3) TOP PL. SPLICES IN SWI & SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48' LONG W/ MIN. (24) EVENLY PRESSURES FOR THE SPECIFIC ,�� i i i CHORD OF INDICATED . I i i : : -TOP : - I I � 1x4 SYP CONTINUOUS BRACING i, I I" : 10 . . . i ; I MAX BLOCKING BETWEEN JOIST 2x #2 SPF BLOCKING, AS REO'D FOR RADIUSED ; I �, - TRUSS CONNECTION. �T/ / / / / / SIDE OF >) CENTERED ON : �, 11 I ��I " : 1� �, : -�1_4 / / - I i : lool -NAILS PER END. i i 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED. ADD (2) MSTA24's (ONE EACH i APPLICATION. Q11 X" THICK � , _�_�, ,,C.C.I I I I---7-6--77-77__T�-- : � 7/16- THICK (MIN.) (24/16 Cf) IN ,T- bi ! - I , I MIN. 7/16- THICK WALL WINDOWS, w/(2) .131x3* TOE . i 11 1_ ;:�� III(2) 10d TO EACH TRUSS. - I i M� I ; TRUSSES ABOVE Ist STORY :: : - OR TECO-RATEE --- - 11 i��FASTEN TOP PLATE TO HEADER __1--- : i i i " . t � , ..\ I 11� i 1 i SHEATHING OR STRUCTURAL . i I I � ! -1-I EACH SPLICE. : (MIN,) APA -_ � - . i SPAN INDEX) APA- OR / / / / / / ) / / HEADER, ADJACENT TO _� QR -I---15 DO NOT SPLICE - OVERLAP i SHEAR-WALLS. ATTACH : -DOWNS SPECIFIED FOR FIRST-FLOOR � �'�;, - 12, I . : it 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CWU WALLS SHALL USE HOLD i SHEATHING w/6*/6"o/c � V/(2) ROWS OF 16d NAILS 0 : I i TOP PL. - PER CALL SPH4-6-8 CONNECTORS � I :��l 1 / 3 / 2 1 . TECO-RATED WALL 4 ; SHEET-SIDING w/(1) ROW OF 8d it � I JOINTS MIN, (2) TRUSSES. 11,,"" 1,,, 3 a/c (TYP). 1.1.11 010� i : SHEATHING TO BLOCKING 2- -HEADER 0 i SHEAR-WALLS WITH MINIMUM ATIR EMBEDMENTS(INTO LINTEL OR TIE-BEAM) INCREASED To 12" FOR 1/2*dio AND 15* FOR 5/8"dio RODS. i 6d NAILING. BL K A ;,�� -11 ,� : I ENG. TRUSS 11 SHEATHING w/ 3"o/c Bid / / / / / / � / OF AX OUT ON STRUCTURAL I � _,�0 TOP PL.-TO i i L ,�,� ............I——-�,- tj _� EXTEND BRACING TO END OR I I :.. I w/8d NAILS 0 6*o/c AND NAILS 0 3"o/c AT TOP WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED FPACNEL EDGES. - ---,�, 16" MIN. FOR I STORY i NAILING. BLOCK ALL it -WALL, THE t ��,_ I t BLOCKING TO TOP PLATE / / / / A, / DESIGN RW ; - SHTI (IN TO TOP >) AND AT PLfN. MAX. 32*o/c. it 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR i ,-- 'ISM . . Ism -4- _�,BRACED WALLS & ATTACH. ON STRUCTURAL 0; ) :C. 24" MIN. FOR � ATTACH SHEATHING I UNSUPPORTED PANEL / / /K�. / I : i " - _. � I -, _ ____ - I F - : ABOVE. REFER TO DETAIL I FOR OPTIONS.. I , - . + FASTEN SHEATHING TO w/0.131"x3" TOE NAILS 0 1 . [it I� 1� it ! 11� q I- . it %_ *. _f i i ", -...- 1 /7 . : BOTTOM OF SII (IN TO HDR.). / ,,,-,, NO ADDITIONAL PL.-TO-HEADER . 1�,L - � - . f, " :.t.1 :1 :I . I i SHOWN & 3 a c INTO ALL FRA ING I . i I . . i i t i : : i SHEAR-WALL - CONSTRUCT CONNECTORS REO'D w/ TRUSS ;t y -WALL ASSE BLY DETAIL : : ! 11.1 -1 IT: i 0 . : ,(' .131x3" TOE- OR F TYPICAL SHEAR �Z7-/7' MEMEBERS (STUDS, BLOCKING, AND "� .�; � PER SPECIFICATION, : , i - i , d:" r a I i : : : i � : : ; ; i : i : � ! : t 1 ; i 1 , -- IF THE INDICATED : : t UPLIFTS <11.000f FOR HIGHER 7 -,,�, END-NAILS 0 KING-STUD �_,L o,;�,f :�I SILLS) (TYP). I i.1 1,1,,! ATTACH SHEATHING , SHEATHING BE ON OPPOSITE DOUBLE TOP > -, t k,LT] I AILS OR #6, 1-Y4" : I.E.CONTINUOUS BRACING IS i : I >OF I UPLIFTS USE CONNECTIONS AS ___Lj__ .4 1 i i : CHECKED EAW - ----I; __ TO HEADER. 2x6 HDR. j i : I 1 EMBEDDED S : - - -_ !: .j NOT TO SCALE I : t I�DRYWALL SCREWS. BZ i APPLIED TO THE BOTTOM OF THE 1�,r� 1- Vol lr;l.. : TO TOP >!S W/8d : SIDE OF WALL OF BOTTOM WALL . t t SPECIFIED ON STRUCTURAL PLAN. .. - .-� ---I—'� i 1 i '273wil- - � i : I : : - ____.... ___- - ...--------- : ii---------.............�----------__ -----------_..._�_..___..._.__._._------------------------------------ -------------------- __ -1 ; t t . I , : 1! �, \ �. 11 -.....I-� .............. �.-_... -.....----------- __ I---------_._____.________.._......----------------_.............. .....�-----------___�................................. --------------------- ; i NOT PROPERLY I CHORD NAILER. �, . _._-__-__-. : I OW CHORD (AND, � ; i _�,-� I I , USE (6) NAILS, 2x8 & : ----,--- _.- ----.--,- ___....... i ! ; TRUSS BOTTOM CHORDS MAY : BOTT i.C, . : COMMON 0 3'o/c. I ,"I 1\ 200 HDRS. USE (9) I t : I ,,�--"' ",i, INTERMEDIATE (NON-CORNER) I'! CAST-IN-PLACE AT : ,: '1� SCALE N.T.S. "I I I t t ___11 I CABLE ONLY \�\ : t i SUBSEQUENTLY. THE GYPSUM CLN'G ..-1 t,I .� :I, I : i .131x3* TOE- OR � I NAILS, 202 & ENG. t i : : BRACED BY EITHER METHOD - I PORTAL FRAME DETAIL. MATCH i . FOUNDATION POUR. : 'i i I : : :i I : - ! (1) W000*Tie ROD ADJACENT TO ; i IS ATTACHED TO THE BRACING I .i'� .I THIS DETAIL PROVIV AN ALTERNATIVE METHOD OF ATTACHING A END-NAILS 0 KING-STUD WHEN WINDOW DOESN'T ATTACH \ : i : i THE CONTINUOUS 1x4 BRACING I TYPICAL. SEE STRUCTURAL P I dit THEY MAYBE � TRUSS-TO->CONNECTOR: . I : . i :I i :: SHEAR-WALL TO A IZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA TO HEADER, 2x6 HDR. USE DIRECTLY TO HEADER. SEE TABLE FOR STUD POST IF PORCH BEAM IS I t FOR ADDITIONAL INFORMATION, : � 7.20.2016 NAILS.. I i ! ! (SHOWN AT RIGHT) OR THE RIGI MAX 1.) . I. : REPLACED WITH HTT22's SEE 'MUSS SCHEDULE I : Ill TOP PLATE MAYBE NOTCHEDTO : PATE WOOD HORS, USE (12) I CONVENTIONAL I I RATHER THAN DIRECTLY TO THE 1 4 .. ** : AN ENG41NEERED TR . AND MAY BE USED I.L.O. FRAMING THE SIZE & CONNECTION(S). \ : LUMBER (2x8, 200, I D TRUSS) THE MAXIMUM a/c SPACING STUDS PER '�tlo� -�, . T; (6) NAILS, 2x8 &200 11 : I I IN 10 i . CEILING DIAPHRAGM (SHOWN AT STRUCTURAL PLAN, HEIG I TYPE (DTL A/STI) I : ALLOW PORCH BEAM TO BE LE I T CONNECTORS, ETC. _._�, 0 : � I 1. lip. -1. �. ----- _...-1. . : ; i SHEAR-WALL CONTI S TO THE UNDERSIDE OF THE HORIZONTAL HDRS. USE (9) NAILS, 2x12 I 202, ETC). (1) WOOD*TIE ROD : +_ I OF THE BRACING IS 24". IO"_I 1 -2-�, �11' : � j : '\1 11 : "I ** I �------------- �-------.L \-(1) MISTA-SERIES STRAP i LEFT). STRAP TO HEADER ON �� " & E 1`1 -��_�.��:___��.�....� : ADJACENT TO EACH SIDE OF POSTIF WALL PROVIDED THAT (1)2x4 #2 SPF i Ll 11 ,ir I SHEATHING. THIS D L IS NOT APPLICABLE MJEN CONVENTIONAL , i I 1/8 : NG, WOOD HORS. USE -%� 0 EACH JACK-STUD TO GINEERED LUMBER POST IS ADDED TO EACH SIDE OF i I UNSHEATHED SIDE wl :,� FOR A PANEL SPLICE (if needed), t 0. i STUDS /SHEAR WALL 1" JOB NO. 16-171 -1 i PORCH BEAM IS EN i ')1�11 1�i, i MUST BE INSTALLED w/ I ROOF FRA I I (1) MSTA24 PER PLY. PANEL EDGES SHALL BE BLOCKED, : I ill, FRAMING PER PLAN : : 1 (12) NAILS.. I RT TOP >. IN \-I'- t ,` ; : _f___��--- �/ HEADER. 2x6 HDR. USE D CIUG �ETHQQ I ;").' .,., i / __ -_IN*TE_RMEDIATE WINDOW HEAD (LSL. LVL. PSL. ETC.) i GYPS M CLN'G DIAPHRAGM METHOD -I ADDITIONAL PC. OF #4 I it t -_ & OCCUR WITHIN 24" OF : 12' STRAPS, 2x8 & 200 .: ADDITION. (1) WOOD*Tie ROD SHOULD i I __ i I I I 1 ! I— �- ,It, _1 REBAR PE SON :1 :� i It APPLICABLE w/DETACHED 1 1 : (REQUIRE! USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN 7/16* THICK (MIN.) (24/16 SPAN--� MID-HEIGHT OF WALL. I R SIMP OPTION #4 �;Q.F T. 110U. E � : I i t TRANSOM(S) ONLY. SEE TAB HORS. USE 18" STRAPS, � I , BE INSTALLED TO EACH SIDE OF 1.-1. 1� i INSTRUCTIONS. So �i OPTION #3 � , i � WOOD*Tie ANCHORING RODS, PE L � � it-id 11: INTERIOR OR EXTERIOR SHEAR-WALLS RUNNING ., 2x12 & ENG. WOOD HORS. " PORCH BEAM AND (1) MSTA24 SHOULD : USED WIT I "PARTIALLY ENCLOSED" BUILDING TYPES) INDEX) APA- OR TECO-RATED I : V_ 0, it - : :j , . i INTERIOR SHEAR-WA S RUNNING PARALLEL TO TRUSS ABOVE #,0 I ; I 1.i-I .�11 -1 :! :: -, , , i WALL SHEATHING. PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR i i H SIDE OF 5-__.FOR I USE 24" STRAPS. 1,-,,',,--, I BLOCK ALL 16" MIN. FOR 1 STORY ; I P, 11�- - I :-, BE ATTACHED TO (1) SIDE OF EACH � IT: 41 I : , � 11 i ,-,C. -1 i - TO V-6-. EACH OPENING, WITHIN 2" OF _ : . �, - - �,�,� VERTICAL WEB 6 0 0 0 0 1, , Y' : . i . . : 1, 1, I 1, I TOP >CENTERED ON THE JOINT. i ,�3, / 24" MIN, FOR 2 STORY � 00 JACK-/KING-STUD ASSEMBLY. - w . I I I :� - ,.� i --- 1 ft 's I 0 ,40y 0 - I ;:�",�I-,,, I i " , i , 1: , I � , i � %,i C LT , (1) SPH4-6-8 CONNECTOR ;! :. I TY:1ICAL BOTTOM CHORD BRACING & SOFFITS DETAILS I 2x BLOCKING, HORIZONTAL I � .:.I L w STHD14U SHOWN I A# � I. I I 1; I " :! , : 7 : 1 I - 1, 1, : I. � :i . 1, :i i I : - - -. JACK- & KING-STUD(S) ., 0 SINGLE JACK-STUD TO ;: � , :i : ., 1, : NOI TO SCALE � APPLICATION REO'D w/STUCCO ...."- 1/2* dio. ANCHOR BOLTS ;i:)I 11 IN PROPER .; ye 0 1 0 1 PER CALLOUT ON i 1 1-, � ::: i � - :.. APPLICATION WITH - :: - i HOE PL. USE (1) LTT20B ;1 w .1 :i : EXT. FINISH. W/ 7* MIN. EMBEDMENT& i I h STRUCTURAL PLAN. NO ' - I . ; ��!__ 1 41. � L 0 lin 1-1505 :i � �', I .! i 1: it � I i. i #P :: -_ .. i ........... -_ , ----------------_ . t i 0 QQM&L JACK-STUDS TO i; AROUND TOP PLATE PRO RDED . . . : �_--_____________-- __ --- -- ---__- ---------------------_____---__- ------- - -- ----__---------------------__-__- - __________________-- - - --__---____-- - __ ------- --------------�....________.__.__� __�., I'-,*,-2'x2*x3/16" WASHER (TYP). I [ CURB WALL - op 1: . I i__-__-_____---------------- -- - ---- ---------------------------------------------------- -- - ----------------------------_______-____-___________-----------__ ---__-__--------__---- __ i I . �: I �, , - (2) STHD14 - EMBEDED PLACE i 2x4 RIBBON I)ARD SHEATHING I - : : ! I I WINDOW SILL - SEE TABLE EQ FOUNILIA111LOIN. USE (1) I THE TOTAL DEPTH OF THE I i,�: : 3ply 2x( ) #2 SYP ro i; . ; I I I I I "EMBEDMENT LINE" i . go . I : (S) HTT16 0 TRIPLE (OR MORE) I : STRAPS 14" INTO i . I FOR FLOOR A D : ; BEAM IS >9-1/4- UNLESS : � - : INTERMEDIATE SHEAR--,, I ill . it i FOUNDATION. USE STHD14U ,,--- PT SILL >. i It--��-:-�IN.'�.": AT BASE OF cuRtj t JACK-STUDS TO CTURAL i : I I � -_ : ; i i T��i_.��: 6�.t'?I ,: SHEATHING , L 15 - : NOTED ON THE STRU � I I 1��,, . vviiiii". ! I 1�11. I I i I. i ATTACHMENT. . . FLOOR ,� R I : SHEET. ; I I ; 'L i I : 11 i i : I 1� 0 . - SHE : I I I I -1 i I I . ,�,I I i : I � . ft �1� :i , I - � � .0 - FASTENERS, PER SILL PL. - Z_ - WINDOW(S) AND _-Z .- - FOUNDATION. 11 WHEN LOCATED AT A CURB - i �0 I OOR(S) SHALL 8 -_ - I -_ -_ I I INTERMEDIATE I! WALL (DTL 2/ST2) AND . :. I HEEL/END VERTICAL : ON S --- 7 ATTACHED TO I I I , i H I TRUSS M,� -SHEET(S). :L i � i L L :I � r It + / . I I i _ BEGIN *EMBEDMENT" AT BASE L �0, i : \ I I I . " , I i - , TRUSS BEARING 1 i I I \ OF TRUSS o e. sji A 4 ft APPROPRIATE I U,,-ANCHOR BOLTS PER - I I ; " + I 1'____16 -%% # K%F I : 'i, � I ,.11 I I 1� NAIL POST TO PORCH ; , ;�' - I :. : t , : -_ , I I I �. 40ii- -. :i ,� I I I : ,_ : � , : ----- -_-, --- ---- ---i t ; 110' 11 FRAMING MEMBERS I I �i�, ; �_ I - ___ I i i � ; , I , i I, -, i ; . L...... DETAIL A/STI, TYP. it - . i I + . E�_- 'i IN ACCORDANCE t I t - .; ! I -__--1�,'111]w HEADER W/ (I) ROWOF : I REQ'D PLACEMENT FOUNADTION PER STRUCTURAL PLAN. � :: WALL FRAMIN -- - 10d 0 6"o/c FROM CONT. 1.015 0 ffi I 1b. .: i PPLICABLE I : I i i I � 1� . �,I"I ,__ I -1 � , ; I , , I - i &V .: . I , i , ROOF SYSTEM 2x4 TO 2x4 BLOCKING Is �b ; - : I_,�_' .I I- :! Z_ i ! , STHD14's) HTT22's I IR L : � . __"' i I . * I 0j: : i W 44 0 �MANUFACTURER -U-1 i W� - i ___1 - i i .1 , .1311x3" NAILS 0 2" O/C. I OF OPTIONAL (I.L.O. I �, i I ��, + - . &---'F �_ 1 i � :,� 13CL.-. N__ - . ; _ I - : I 11 ____� INSTRUCTIONS & 11 : ,� � � 4 �,� :t 011 h. i . � I 1 ; i: I i :i i . : ,- �____.. --------------__ -...........�� ----------____ IR 4� : ,� i - i I I a I Z; DIRECTIONS. : ; : ,��_' PORTAL FRAME DETAIL .- :1 HORIZONTAL 2x4 SPF #2 a it I i : . : r;?_1 I ---I : :1 . '�j ........---__--__ ; : I - ; I---- ---- -- _____ ---- ------ ----- :1 .! i I : /t : ! I T i I ,1 1 i- : I I I I : `�__ , ; I SCALE i I i � � %\- \, (2) ROWS OF .1 31 It NOT TO ROOF LOOR SHEATHING --,_ :: i � I ; ,�: . !; : : : i .! : ; I : i I : ; *, ,--'------- i : VIEW"OFCOR ER WOOD*Tie ANCHORING RODS TRADITI I IPLAN Y NAILS 0 6"o/c : PORCH BEAM, SEE : I 11 : : SHEET : . I : \1 I : . 11 I .I �,�* i I! _/1 i : SS TOP CHORD ___� I .t - OR : IDET I I .- - �.............-------------------------------�.-...........�...................... -----------�- ------------------ i STRUCTURAL SHEET F i / I %" THICK (MIN.) APA A -1 - ::�::::__ttx:�w-------I...�----------------------------------------------------�.......................... -----------------------------:::::::: I ---------------------------------------- - PH. EXPOSIJ-PE 3 t t� ; . i ; : i EXIER10- WALL-OPIENJK;HILADDIR I , it : . : -I-----�----------------------------.--..---.-,--........................................................- ___ ------------�-------�-----------------------------------------------------�--------�......�......................�..........................�---------------------- 11 .........it .X: v - : �R OR SILL 1�.'.,O H 1: MINIMUM SIZE, . : T , -SEE STRUCTURAL PLAN. I TECO-RATED SHEATHING*/ . : �_ i , x�, :: . ......�--- �: . i : .. � ----------------�--------------�------------------------------------------------------_ t __--- ---- --------------- 1! : s i . .. . i t: . � I i . : : : >< i MAXA4UM SPAN/>��N,Nr, �CR : i: I , FOR STUD SIZE/SPACING I 6"/6"o/c 8d NAILING. BLOCK 4 : t t: : I . i i : I 2K I i : -- TICAL OF TRUSS --- --- i - . '. :i . . I I � (3) .13110" NAILS TO EACH i :: : : ; ,--- -I CON,\.Ef�TION R�Q IRED d I ; k_______,, REQUIREMENTS. t ALL UNSUPPORTED PANEL EDGES - __ --- _. _. I G:VEN WALL:E[(��11 ; : I .. i 2x CHIMNEY FRAMING : ;i : I : I R E C)'D 1........... �.........................................I . i I : 7 : / .- I ;, .. / ': - / AT ENOF it : : I W/2x BLOCKING. i I I / --RTICAL & 0 6*o/c : 11� 1" :i ; I�! i : ___�--MEMBERS - SEE STUD TRUSS V ,t), 2, SP4 8' 9, t I"T i : i I I 7/ (24/16 SPAN 6 � :1 . .I I : i h / ; ---------------------------------------------- ---- I I � :t : I STUD POST - NUMBER OF PLYS TO : . I . / . // "��.1311.3- NAILS TO . -1 1. F i . � : ;I i : 1�' TABLE FOR SIZE, SPECIES -----� � / :I/l/ 1-2X4 :�,,-ii I"I--,, -7 1 5' 3" i5' () :4'---1 0" :: I . . MATCH HEADER. STUD POST SIZE 2x SYP BLOCKING */.1131x3 / . : . : 4-0.1��I X .5" i()E N4;1 s :: :i I ; : .1 i : �: __ ! : ! & MAX. a/c SPACING - : / ", A . . � ,-2..... - ....� . . ........... :i . �, I_-----AND GRADE TO MATCH WALL STUDS I SHEATH CHIMNEY*/ 5/16- SHEATHING AT RAMING ---t___-;-- -;;t--,�----;;-i--�:---6-1_1--.--/-, -1.1 7- :: I!I : NAILS 0 6"o/c TO TOP OF TOP ! I . _j ,,;0: :; : I . w /, : (1) MSTA 8 STRAP W/ (7) . I : . �: : / 0: 2-2X t1 I i 6 1'1_1 I—().1�31 X 3" TOE"AiLS ;: i USE OVERALL CHIMNEY i MEMBERS & OCKI / 1:1/ I*/i I . :: :� . 11 1! UNLESS NOTED OTHERWISE ON i >A HARDIE */6"/6" 8d OR I NG 0 ALL 1 ,,, -" f . it : : i : : t ; .. i 7/16- APA RATED PLYWOOD ! I . . i-.-,? i . .1 HEIGHT FOR >HEIGHT. I UNSUPPORT PANEL EDGES / ;/... " � _XG i 7'-9" 7'-5" : 7'-l" 16-0.1-4 ," T :: I ; 1Od/END 0 EA. SPLICE (CONT. 1 x 4 (DIE NAiLS I; 11; . STRUCTURAL PLAN. CONNECT PLYS PORCH I .� _� � � /9! .8-8 I 8-2 : : . -.--: . ; i I 2-ply 2x's AT CORNERS. k- -m----- -m-Lal : / . -__.-- :-_---�----------:................�...�......................... .............. ...................................................... I NAILING PER ALL TABLE ON -2 �� . I �-2X6 :: 2'--111"1 1�'-F5"j 111' C" - i ----I - 7 ; : i w/6"-12* a/c. Bid : � ,I .7 . 10' 6"1 10'-I"I 2--A.75*S,,%IlftXl J"NAIL' i . . ; PER DETAIL D/STI. I I " .1 2x4 MAYBE OMITTED IF (1) i, I ii I I r : i I ... t I I � I . EXTERIOR WALL _11111 " , ,�: MSTAIS IS USED FROM 3 of 4 it I I i I I . : I i DETAIL F/ST1 CALL OUT ON � I I . 111� : � � i: I : il I 0, I , : I it t i 0 10 - I ! i i ; L. L K- L K 1 . : ; i STRUC AL PLAN, ` : I . IF THE HOUSE IS TIED D004 USING ; - ------ - -1.. : � I : i -------------77------------- -'---I--------------*-----------------T -----'JI ------ EXIERIOR WAI -OPENING (' 1 30 MPH. rXPOSIJR� D 1: I I " I I I : : I (1) MTS12 OR (1) MSTA18 I I :. I : TRUSS) -L HEADER OR S;Ll.150 MPH.EXPOSURE � EXIERICR'WALI-OPENING HEADER OR Sht 1, : I : : :I : .- _...� __ --1--�........_...........................................-------------------------------------------------------------- ------- h ------------------------------�---------- . I I : .I i CONVENTIONAL STRAPPING, REFER TO THE E i I t 1: I : FICE COPY i I 1 . I : 2x4 #2 SYP BLOCKING BETWEEN SQUARE I : : 1: I ... : M I YIMI-liv SPAN"OPENING r0R : I i ii � : i i MIAXiVILIA SPA�/,jp-NING 70 R : . I : STRUCTUl SHEET AND DETAIL STI FOR : TRUSSES I t ' - : it ; t I �!; . 'S OR I Ru TO->CONNECTOR: : i i .::: . : N ; ,,V�_ � D,_T TiGN Fd_,Aj1:__[, V,E Mb F R 7 : 1.) 'It R-Q,i I R E r� ; .. i BELOW CHIMNEY WALLS CHIMNEY & (2) HTS20 TRU : , I �[ _ r� NAI�1.H.I I CCNN� i GIVP 71(NNEi, ON I Ll : I i �-DOUBLE TOP >OF WALL z. ! -11�.I .-N1 WAI_:_H.GH : I; I I I i i .."I" I ! " I i . i i I I : . - : : . ; 'S FOR A Ili. i i __ __- -- -NA,-_-IV__P__E R �: It- A I END� R-L� I I (NDS : 14 t w/(4) .131x3* TOEAND NAILS (2) MSTA24 I SEE SS SCHEDULE FOR ; i ,C, , _"[) ; --------- __ __ __ 7 i ., . I i I I --' I i it i i r " , I i � j I i : : t I . i I i ; i i I i I t I I t . __.......... !_._:�---� ................ .............�---------�......�-___-___...i___��--____1 1 i . - -- ..---_-.---.--------------------------------------------------- . . +_-I__I 11-------- I I; I : I ; I I I i � I t - 'I r, 3...9" -j,-�,,,: _',I i-, I i 4' : ---' "' ;4 0 11 : : I t I : 24 I—-___--, 4 ii-, � - 4-0.1, X 3" ME N'kL.S -2X1 ! -2" 1 �`-8" S-4" 3' D" 1 2' 9 -151 X 3" ME NAI:.S I - , , , , "� Ic , :-1i , : i NO. 2,SPF I 8' i 11' I i � IN LIEU OF WOOD PA EL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAViNG EQUAL OR -7 , _".. a cj' t 1 a, i i, I : I I 12' I I 0, 1 10, !, 7= I ODUCT APPROVAL DOCUMENTATION. AT EACH END OF BLOCKING TO ___� RECTANGLE CHIMNEY 0 EA 4 TYPE (DTL A/STI) BETTER PRESSURE AN) SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PR i TOP CHORD OF TRUSS OR RAFTER CORNER OF CHIMNEY TO . . I 5'-(,"'I , i , - r I - . AT C TANGULAR , RAFTER/TRUSS TOP CHORD i OPTION #5 ; #0 INSTALL WALL SHEATHING PANELS i i i : : . :t I I_--- i S S / SHEAR WALL t 6 : 1 1 1 1, I i - -c. � I. � I : : FIR UCTURAL PLAN. - LS RUNNING - LENGTH) 2-2X4 r771 F3'--8"I 6 r---2" t,'--',"1 ��'--2": ,03 I X 3" TOE',j z,�_S 2-2X4 I 6'-2" :: 5'-6" :: 'Y-O" 4'---6" I 4' 2" 6-101�131 X 3" 10E.NAILS 1 1 L�_, AMING SEE . . I i I I I i I I CHIMNEYS. USE 2x8 (I.L.O. 2x4) OR 2x4 BLOCKING BELOW. INTERIOR OR EXTERIOR SHEAR WITH LONG AXIS (8 - i i " I ; 11 I . . " -=29. i i :I , - : .,� I: -- 29'1w 1111�111111111111111011 �, I -4"1 6, 1.i i 61__ �-2"[�� i : i 1 4' , �; � I . ; : f ; I i , �Ar�� ;: I - �X6 7' I i 2" 5'-7"I ,� .I-,,i x S, i,cil: N1i;-F I 1-2x,6 l� 6'-2" ' 5'-6'* 1 5'--O" 4'-6" 1 -2" 0.i:51 x 3"IM :; - , I */(8) NAILS/END k-.L-.V- 1,11 . �, I .. t I 1- I i i !: - I" t I i I 1�'11 : - 2-' ' -6": 7' i - " �-4�35'C'VV1E;dX1. J"rIA:LS 2-2X6 11 ,5'-6- 1 7'-7" 6'--2' i 5'---.�" P-A35'S IN/8aXi 4' i 1 � NAILS). _0 N 9' I 8'-6"I I -,j i ! -t 1 1 t : . � NAIL- t 1 , i i . I i Am I I ! 6' 10" i . ![ IEUA i I I 1: I i FRAMING TO PROVIDE MAX. 16*o/c it : ! . ! U �� SIDE VIEW CHIMNEY FRAMING DETAIL : SHEAR-WALL BRACING DETAILS SUPPORTS FOR SHEATHING. ** M - -1111111=1�11111 :; ! :: : 1: : i 1: : (TV) I NOTTO SCALE i NOTTO SCALE 11 I TYPICAL OPENING FRAMING DETAIL - u.N.o. 11 PORCH BEAM TO STUD WALL DETAIL LING SHEATHING DETAIL :i : I :: I i -__11111111=11110IIIIIIIIIII :: . :: i NOT TO SCALE :1 : ST NOT TO SCALE 1; I t :i G :! G 4111 H __ !, __ H t! �� it --- � .( - � __ I - - ' ' ' ' - I 1� ) -Aim I . It. i 11 tn �� ')\NT _� 2P� "� "'/l I 1 2 1 51W I n a \_ > - � ... . .. . i � I � � ____ __ - � . I . I -1-- - I I I I . . -7 . � I 1 1 I It THIS DOCUMENT, ALONG WITH I it I S E ST1 FOR VERTICAL WALL CONNECTION. ii I :i I ii ASSOCIATED DOCUMENTS, IS AN : #5 HORIZONTAL. i i i it i 11 �! . 1 4 CONIC SLAB W/ 6X6X1 10 WWF :i INSTRUMENT OF ENGINEER'S i 0 !! I ii i - OVER 6 MIL VAPOR BARRN OVER it SERVICE FOR THE EXCLUSIVE USE ; it : :i : SEE ST1 FOR VERTICAL WALL CONNECTION. : CLEAN, WELL COMPACTED, TREATED FILL i it (TYP. VERTICAL REINFORCEMENT): AT THE PROJECT TITLED HEREIN. i � i i: I � . . I !; #5 HORIZONTAL. i I I it S & 24"o/c INFORMATION DERIVED FROM THIS [MAY BE USED � I ii #5 HORIZ. 6" FROM END 4" CONIC SLAB W/ 6X6X10/1O WWF t P ---------- 1: - I �: - - IAS BRICK LEDGE . iim�ii it THE -_ I it DOCUMENT, AND/OR ASSOCIATED OVER 6 MIL VAPOR BARRIER OVER i it 48" MIN, 11 / OF VERTICALS. (TYP, VERTICAL REINFORCEMENT): #5 DOWELS � -------- i :1 - . i i� OM, I _1 I I l� ALL DOWELS @ TOP & BOTT �0/ .41 DOCUMENTS, MAY NOT BE USED : i, F1 FILL I - :t @ CORNERS & INDICATED o/c SPACING CLEAN, W ILL COMPACTED, TREATED I - I I ! -- it X I I . � ! #5 HORIZ. 6" , I I i (1) #4 REBAR CONT. @HEADER COURSE i EMBED MINIMUM 6" INTO FOOTING < I I -11 : -_ :i ALL DOWELS @ TOP & 72 11 FOR OTHER WORK(S) OR i I >_ . - I _.- ii :.....�: - -- : :: /48" INTO SLAB (GROUT ALL CELLS PROJECT(S) WITHOUT THE :m .i SLOPE -_ i - rD-IMENSIONS ARE I ! IL I ii / .. BOTTOM, EMBED MINIMUM 6" INTO FOOTING .. MIN. 10/ VERTICALS. . i I - ....- I !I - t . i (D i : I so . - 01 I 1 1 1 i . it ILI D) I., EXPRESS WRITTEN PERMISSION OF 0 IMIN. DISTANCES i . it _ _ _ - t I : 1-- i i I S ARE I i = i;;= =4 . 11 IN : - 11 � / 72" INTO SLAB (GROUT ALL CELLS SOLID) I i i- ___- it ? : ; Y I DIMENSION "t h: : 0 I- i [I #5 VERTICALS i _� THE PROJECT ENGINEER IDENTIFIED 1 I I ; i ! I -----------11 1 i ----I � I___ _ i i :�� - . . I _ BELOW. :z i i - MIN. DISTANCES i I I... rNN i _' i i. :�..... � 1. - ! . - I t -- / -1 j - - it I - --------- -1:1 ------1. . . N r ,- M 11 CLEAN COMPACTED i _; - 1, � 2 STOR it @ 24" O/C - 11 I..... i ------------: _____�--I.-� � 1.......1- ! - � I I t I i I : _.I � 1. I 0 0 ............. ; ; i � � , - 1: j ; I ; I t - - - I I -I 11 i - __ I i- � - " = = *_V__- 0 1 ! ---______-i , 6"i'� V SAND FILL ^ . : i - t ! ___qq 7r- - - - _�� 1: : , " I REV DESCRIPTION � - � _; i �- . I :i ; i i iii - ?... . 1: . - I . L-- C) Z_ 4 I it I- t . I t I i ! #5 VFRTI('Al S a o1c, SPACING - I 11 I . :: I i I . i i I I ** EMBEDDED STRAPS I - � III it I I i 1. ' i I i ! it I- I __ 1 i : - 1- - i i i I i I ,- � i _! I I- I 0 0 0 ; it (TYP. HORIZONTAL I I ; i I - TO 12 COURSES: 24"o/c . -i � t f 1, .: It I -i I I I I I I - - I . : it i i -_ I i I I i I . � t i 1. : t \ I I i I: 1 1 I I i (,- W/O BRICK MUST BE INSTALLED W/ (TYP. VERTICAL REINFORCEMENT): #4 DOWELS @ i . : i 4 6" 1 - I i I 1- REINFORCEMENT): (2) 1 ILL AND COMPACT -7- � 1 1 1 11 -----________j --- � ; 4 : I I t i: 12 < 13-1/2 COURSES: 16"o/c I------ !_ ............. i ..-___ I �_....... I t ...------ � 1 I I _ I.---- ____ ! "I ADDITIONAL PIECE OF #4 I i . i 1 i i CORNERS & 48"o/c THEREAFTER - BEND ALL .: : i - '% _> i i ........... ............ .. W1.7(MW11) LONGITUDINAL i I ---. 1 � A - i I ! i I i i ! I . -_ . 'll 11......�-----------1 I � �------------ ; ! � H------- � I j t.......__L i I --------- i : i ---------- : - I I: : GRADE < REBAR PER SIMPSON ---------lil�_ mi�IH -..L- _7 *-, --- 11� 12" (MAX.) LIF 1 13-1/2 ( 15 COURSES: 8"o/c . 2 - I - i . . ------------ --� 1 3 i 1 1 . DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6" i i : .............. N' I - __ i __.... -_ ----- (TYP.) I i WIRES SPACED @ 16" O/C. !-----------------i i ...............- i.................! ! ----------i . � .--- : I I I ti --------- : i t I ii I . t I : - *-------- I INTO FOOTING /12" INTO SLAB (GROUT ALL 1 I - I- : i I ,, W/ BRICK ., i 1 i I [! - i - : ; it I --------------I --1 INSTRUCTIONS. ** 1�I It- 1 11 i-i i � I I . . t � 40 I i : �I �1 PROVIDE HORIZONTAL . :: i !�'....... 11 8" CMU, FILL ALL CELLS SOLID. > .---.1 1 i----------------1 __._.__ i . j l I------- I i ;i ' ' it 3 - i ii ---------------- ........i ------�..... � 1% - : ID) t -4.: i �-i � r � I t - 1 * I - - -i : : - 1 1 i - -- i MAX, STEMWALL HEIGHT: (5) I REINFORCEMENT WITHIN 16" � � W/ 3,000psi GROUT. . I FOOTING SIZE i I 1�1�_._ I _� I I : -.........1 i 1 ; . i 1 i - I I : FOOTING SIZE ! OTTOM OF i-i i . I i t i : 1_1 A CLEAN FILL AND COM E W/ (2)#4 OR (2)#5 CONT. I 8" �OURSES. FOR WALLS > 11 . I : i I 1 4 - i i i 1 i I I - i I . i � -_-_i i I i I x10" W1 (2)#5 CONT. OR (2) #4 11 - 11 W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) #4 d MASONRY STEM WALL. I � IN 12" (MAX. L FTS. i I i � � ----------------- - I i (5) 8" COURSES HIGH USE W/ BRICK 20"AO" W/ (2)#5 CONT. OR (3) #4 11 -, - � i - i I t ......i I I : I I N-4-NIN I . I . i...... LAP ALL REINFORCEMENT MINIMUM 40 ii_-__ i� _1 1 1- I I i . . 1 I I I I--- 1�1�_... I i ------- ------- I ii i it - - OIAMETERS AT ALL JOINTS. � I I � �- The ! I! i I I it I ' i I I I I: i . I DE�All_ 1A/ST2 OR 1B/ST2 : I j I i------- W/O BRICK 16" WIDE W/ (2)#5 CONT. OR (3) #4 i ,I 8" CMUj GROUT ALL CELLS k' I !----------------_#5 HORIZ. NEAR MID-HEIGHT. __ i _� i Fi 4 It .... i I 1 i W/O BRICK 20"x10" W/ (2)#5 CONT. OR (3) # I. 11 I : I I W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ 3)# I DEFENDING ON WALL HEIGHT. OF - i---- - 1 [ .. I...........---I i i W/ BRICK 24"x10" W/ (3)#5 CONr. OR (4) #4 11 SOLID. MAX. (10) COURSES. - ! 1 I - ------------ I - 11 -HT i i i I ! i I i !----- t -------------- i i I , �7� k---�.....�-------:: ; __-------- : I i . t I i -4- . I , : i I I I I I------ i I--..........1 1 _____2� _____ CASTILLO : I I- : - I I I-. � . 11 - III ! it i ----:�.......i ___----- ] i -1.I------I-. (TYP. HORtZONTAL : it I 1 i----- - #5 HORIZ. @ EACH TYPICAL FOUNDATION DETAIL : TYPICAL FOUNDATION DETAIL 11 I 11 ---- I I IPACT - i i I -i i I i I - i :.- it - - i I- REINFORCEMENT): (2) . , �: - I it � i i .i : t -4t COURSE i it - i i : NOT TO SCALE : NOT TO SCALE it I- - I I- - i .� i i I __! I I I I i - . 1. " I (@ (@ IN 12" (MAX.) LIFTS. : i - Wl.7(MW11) LONGITUDINAL . ! i Group "' I ii I I : : I . I- - t I _1 i I 1 1 � I :: . .. ! - __ t - it i � , i . I i Ill .11- i it : 1 1 1 WIRES SPACED @ 16" O/C. I;- i _1 A Florida Corporation ,�.... t ---------------,I 1 - . I I I I . 1 1 . i i - ----I : ____---__ t , . . I I i -_ 1 --;-, I iSTANDARD FOOTING SEE DETAIL BELOW . 0. I 1 ! : I - .. . . - . - I ------� �...........�----- --------------� .. i 1; I i � PROVIDE HORIZONTAL - t "% .. t I . i I i . i it ......._ ...�........I -..� I I_____-i ---------�------ �.... I--........ ----------------- � �.......�-�----- Designers ,'': '. - I 1: -i i ". . . - i i � . i i ** EMBEDDED it �...............- I_.......... 1 1............ . ................. REINF ITHIN 16" OF , ---------------- t_.-------------i i I r777-�.. SEE ST1 FOR VERTICAL WALL CONNECTION. I it i i : �... � 11 : I t i i 11 it � i ' ��: . . . i i . I _�-------- t i .......� t - ---_: ------ i I . j _H1 .... ........� I 11 I-------------- I _T t i i ! ' i ; I - I I : : I i___-*.*-,-,-.--1 1 --------- _ I------ I S : it -1 - ,-- � : t 77 -- ]l 1-1 ! - Engineers TRAPS MUST BE i 1: __- .....___� !................. i ______- � .................: - _ ] I . it 1 i i : , ; ! , : : , = I I it I MASONRY STEM WALL. : 112"d. X 24"w. 2,500psi CONIC. INSTALLED w/ 5 1/ 5 1/2" WIDE CONC. SILL TOP AT MAIN i * MAX. 2 COURSES - 1 I - I ----------------- .................. - ----------------- I! 1 i ; I :- i : : i----------------1 . i .I .1 I I h I � : I : I I H .- ____ - - :_t - 655o Roosevelt Blvd. i t i t i I _1 I I . FOOTING w/ (3) #5 REBAR EXCEPT: it i i 1 I � ! I I i ADDITIONAL PIECE SEE ST1 FOR VERTICAL I i , I----- ! I i ii I -i t - - it I : i i I I A30VE SLAB LEVEL. - , _1 I . - I 11 _� t I � SLAB LEVEL. TOP-TO-GARAGE FLOOR i i I i 0 '9 : � - I ; . I Jacksonville,FL 32244 i I 11 I- - ; - i WALL CONNECTION. :I I i I : I 1AT---�-STORY WITH BRICK, USE 12"d t :; ii I ... III I t i I i : I -I - - 11 - i - 1; i F -i I I - I i ___ (904)772-6io ; . - � VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING ; i it i t : i : 0 : ;i i ' I . ) SIMPSON i (1)#4 CONT. IN SOLID GROUTED ! i - i I I ; 1 1 I I --� i l-. --.. � �.....-.........� ..............�... 1 I __(_.._.3O"w. w/ (4) #5. i ;. - -------� : :�------------ ................i ----i i ................. I i . 1 . . � I . WIDTH BY MORE THAN 2" REQ ADDITIONAL I I I i i - h �- ; I FL CoA No.29015 i. i � - it �............. 1 . .... -�....�- ....�....�-------I i �.... I : : ...I---: : i : I i ,! . I --------I ! - I 1 : : t ! ;! i I__ ;-_____ __� I a I -___ ----- � i ; :. m 4 i i 1! i - i 1! i .---i I .- _� � � . I i t i :I I I I , " INSTRUCTIONS. ** : U-BLOCK COURSE : .- ------- I I ----: -� i I-:---- I I--- - . I 0) -----------I i I ANALYSIS) : �.... i -....... I I �-_.- i to II i H i ---�.......... ! i.- � - -_- I-------------- ! TYPICAL SLAB it --- ; i.........I—__ I___,_ I i i I i : _:�........... I I I ,*-,**---------- !--------__-1 i it . I 1 : - -.1 � I.. ......: i 1 1------------ --- I : i I it I ! I ! -_ :: � I I I i i 1: I - I i t I - 0 OVER 6 MIL VAPOR BARRIER OVER I : ! -___ I'- i 1 4" , W/ 6x6xlO/10 WWF I :I ............ I I ----M ------- i� ------� :: -i I------:---------; 11 � I...... 1 TYP. VERT. it 4 1 .1............ I i � - -1 I -AN, WEL I . ------ - . -------------I Z 0 CLE L COMPACTED, TREATED FILL i I! I EINF. 11 FOOTING SIZE En-L'i L' __-Itl-_� i - ._ - i 1 D0 *4%* i .-- I I I ,I � 0 i __.....-__ - i 1 i : 1: W/O BRICK 16"00" W/ (2)#4 CONT, -____1 I----- . t I ---------- I 1 1----.--.--� � _.......... : t I _! ------.- I, : I ti �--- ------ i�.............i ti I i . I I ; ! i. __ 1 it i i i W1 BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. i __-I]--- i I - :i I --I i - . - it I : it z LLJ V) _:�I M�l W In GRADE L I i I I . � I I : _.........: i 1 1---------- t i I :! i. I. I I i 7- I I -�:_......: I .. SIZE it W/O BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. i : 1 i : ti t � : i it ! i I-------------i! ! i it W/ BRICK 24"x10" W/ (4)#4 OR (3)#5 ............... : . i i ! : --- i i i i I I I t : H i I- t I - i I I i__I::I� I S2�L I CL i -- :I I -r:2< � - 5* i i ! =I I ;1 : -TYPICAL FOOTING - SEE 1/ST2 FOR !I 2 STORY � : i 3:W 0_- ___� CLEAN COMPACTED ___-�i il I-----i I� m I ... /REINFORCEMENT t! i . .___.'___ ____ .......1; ._....... . E 0 1 I 1' --_ I I i I-&a�a�mam&aa i ; � I SAND FILL I I� - .J.1 2�� O * ! I __ . 0 1 . I I ii = i -i! I-----__I I I it : I i I 11 i 1- : ! ;1 1 � :�I I I I __ I :i �_ ! I- I i ' :_�-t i i :1 II ....�� :1 �----- . I -----__ I ......... 1 : it ij :1 : I ;- it : : : V) i :1 . ; t . . 00 - 11 - , , , '. I i--- :i " - I I it i I it I _t I m 0 0 0. . i I- it t i I I I i it 10<15 COURSES STEM WALL FOUNDATION , TYPICAL FOUNDATION I __'____- I i I i -� i! ; i I t i 1-1 I: i i 1 t I-i - � I � t 1 1 1 1 -I i i I- ��i I .i FOR STEM WALLS WITH 10<15 COURSES & GW, GP, i : . . it I : 1 : i 1 11 t I i ! I t :1 ARE I i _; : - i t-i 1: SW or SP SOILS to 30# PSF LATERAL LOAD t : :: ; -It 1! � I I : i I 1; . it it I 1 -1lH_;l1:-!H *m��m 1: i; IMENSIONS I ill 6<10 COURSES STEM WALL FOUNDATION : IN. DISTANCES I I � i I �i FOR STEM WALLS WITH 6<10 COURSES I it lii ii FOUNDATION AT GARAGE � FOUNDATION AT GARAGE ii . I I if i it I it I I NOT TO SCALE I NOT TO SCALE ! 1 ii . . i ----------------ii.......................- --------------------------------- --------------------------------- �..... _---�.... - ..............]:::.::_::::::::::::-::--- --------------::::::-:::-------------------------�--------=------------- - -_:::::::::::::::: ___-- _::::::::::::::::::::: -_____ -::::- - --::=:::::::::::::::::::::::::�:::::::::_:___:�.:::::::::::::::::::::::::::::::------------------_---------------------_::]::::::_::::::::::::::::::.:: ::- .__-- - -- ------- -----:-::_:---:::-::,:::::::::::::::::::::::::::::::::--__-::::::::::::::::::::::::::::::::::____-____-_-:::-:-:_:_::::::*:::.__�_.'_.-----,.-..-----..--.--.-.--.-.-.---..----.--.--*_.__.___..__._.._..__--------_=__-,-__-__---__-__--__-__ :--_-:-::::::-:::-:::::::::::::::::::::::::::::::---:::::::::::::::::---::::::::::::::::::::::::::::::::::::::::::::::::::::7::::-::-::::.-::::::-::::::_-.:::::::::::::::::::::::.,* - ---------------::::::::::::::::--I-_.____________-------------------------- __ -_"'**------------------------------::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::---------- -------_:_:-:::::::-:::::::::::::::::::::::::::::::::::::::::::::::----------*_---::-:::-:::::-::-::::::::::::::::-:---:::::::::::::::::::-::::::::::::::: ..........�------------------__---�----- _:_:::::::::::::::: -----:�::::::::::::::::::::::::::::::.��......:..:.-.::::::::::::::::::::::::::::: : :::::::::::i: :::::::::::::::::::::::: :]::::::::::'' :: � :::: =.::.:::::::::::::: t i I ---------------------__........._--------------�::::::::::::: ::::.:: I I I i i it t t I i i i H it .."I"""""""""'I"i i Ii it 4" CONC SLAB W/ 6X6X10/1O WWF t I it i :I it I : : RECESS SLAB 3/4" FOR ] SLOPE 3/4" X 12" ;I OVER 6 MIL VAPOR BARRIER OVER t !I i ii : il �i Li ; : 1 1/2" THRESHOLD d EXP. JOINT IAT GARAGE DOOR CLEAN, WELL COMPACTED, TERMITE i i i i 4" CONIC SLAB W/ 6X6X10/10 WWF ii i F I 11 i DEPTH = STUD + 1 1/4" (FROM H TREATED FILL ii i I :i i OVER 6 MIL VAPOR BARRIER OVER it 1 1/2" i i! ;i i H �i i : I! CLEAN, WELL COMPACTED, TERMITE I . n I : 11 :i RECESS SLAB 3/4" FOR SGD I .. . , .. 11 4 CONC SLAB W/ 6X6X10/1O WWF TREATED FILL I U I . - i: !! < - ,I i� i I lI OVER 6 MIL VAPOR BARRIER OVER it t' 4" CONIC SLAB W/ 6X6X10/1O WWF I I : It it I ....�- �-.......�-- - -�......................I I!......... 7 i! i i 1 CLEAN, WELL COMPACTED, TREATE FILL it I I i 1: I � i .. ...........�':::::::::" . - :i I I I 1 1: ]:::_::::::::::::::::::::: -::::::::::i_::::::::�:_:_:: -- -::. I: : � i .i OVER 6 MIL VAPOR BARRIER OVER : L I i : � It i 11 11� t �............. -......�! t __ . . . . . it i _...i i :t TYP. SLAB . . . .. it 1. I i; �� . . . . t .. . , -I! ; : ' -t : I I i : .. CLEAN, WELL COMPACTED, TRE I I! I - i i::i� I i 1 .. I . � . . 11 I ATED FILL -1 i - _1__`::: -i; - : I I . , .' - ` - : IN 15'x15' GRID, I i` - .I -------�....;�..... I . .. I----------------�. _ . . . .. : I . 1" DEEP WHILE CONCRETE - 11 I I I - I! �-I--..---- I --tt"N't"I"'r-r-r". . I .. .. . it ! i I... i "t i �. I . Co. ' . . . . �'- . . I \ I i i I . :. .5t'. i 1! - t! t 1 . . : .% ....�--------- ..............i I-_.1L------- t i 11 I ___ 1 1 11 I IS WORKABLE (WITHIN 12 HIRS OF PLACEMENT) t. I __ __ I : i ------------- ; -1111--.......� 1, :: - . ; i . . .. . i I I ____rr____1`" ' . �.i...........I i��...... It . .. '. --'- - . . . .. . . . . . . . .1 . . . . ! . ' t i -------- 11 _� .__ 1;� * '' ' ; : i __ I ..._------- I ..... I . . .. . / t -----i : - __ i I _�_ ii _ . I ii I . . : I! - . . . ____ - -1 i ___ t I - : � . i; : . . I i t i - I 1: ! .: % I . / III I: � i- t : - . . . .. �11� ..-.i I I : i i : I I . i : I :1 ....... . . ..... _....-I ___ ____ : . . I 1!.............I i , -H . \ I-----�-T 1 1 ------ : �-------------- =; I i . . . . t I_____ . I I I I � �:I I !I ..' i I I 1 1 .............. I . . . i . . .. ---�------- :--- : 5* : .... i I i 1: i I i:z ' . . . I . . . . I.............�:i �---- i .......- I t 1 -_ ,_ .- _N i I ; I-------------i 6 .............. . __ I ........�..... � i . . i i t I L . " . H .. . . . CLEAN COMPACTED I ------- 1: - ! - :' I --��- .---7-------- I, - ! - i i I i D i -------------- I I :7 : i I -0C I ..*.. .. . - I i I-H .. i I�I � : 1...... tD MI ARRIER - .. .-.-ir .. --C__-,-- ;I ........ .. * __j i I 1 YPICAL FOOTING - SEE 1/ST2 FOR 11 I - . ��l�� I i !I� -, SIZE/REINFORCEMENT 11 i 177= . . i. - 1 i I i . i I - I- ;1 1! j : ............... i i 1 I i - : . ----------- ---. ---------- .........I ;! t �1� I i _. . ; 1 1 .. . ___ - . I 11 . i I : i i : � !I ---�.... I i . t 1: t i - I 0 * i - i i----I 1 I- . - ....... - It i -1 i- I I-- i i it i : i : I �- ; � . :1 _; - :: I - .... - t - I I ! 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I ;!��l , 1 1 I-_ :: i itt-- U I It :I i �- I I 1 i ._-- . I : ..... 1 I I 1 !1 ...... i ------------ . 0 1 1 I I I 1 -_ .I �- :t i I i t- : __ 11 - --- : := I i I ------ � ; t: ; --------- - : i : :I : 1------ ; i i 11 1 i : ---- 6"- ..........._ : � �....� i : i -H I �� I� i i:� !I _1�14 HM:H ------:------ ---------------- : 1 0 0, :. � I . i 1 I I I /. I i TYPICAL FOUNDATION t 1: i- 11 1 I 1 ...... H ! � l �i ... ............... I i :I t . I if i 1 1 ----- --------I - - i :. i i I I i !I i _Mh t I : I --- 1 1 1 it , t : . i M�� .-.-.............i it ...... I------�---------- !1 1 t I -i I ; - - !I - , _'i ;i 1:-d i I�- 1 1 � 1 . 1 ii t 1 STORY)/ Lij :1 I :I it i 1 : ____� ; it I :: : t it it :- i 1, it � 20" ; I I ,I I n >- I t 1. 1: : �----- I -------�1 l�;;�; ��.......... I i &�a�m�m m 0 m m 0 m m m -�-1-11 _ . !l 1 t :I i.; !11; I :I .'\4 ii I . I i I I. i t -- - - ------------- :I '(2 STORY) I ,: : DOWN EDGE I i I 1 i i I 010-10 ; CONTROL JOINT-FOR CRACK CONTROL it : I I! ! i NOT TO SCALE � I i :1 I FOUNDATI N AT S.G.D. H INTERIOR LOAD BEARING ; NOT TO SCALE 1 FOUNDATION AT S.G.D. : it ii I-- I - !I i i I I I ! NOT TO SCALE ;; NOTTO SCALE i :t I NOT TO SCALE i ii :1 (@ i I :: :: i _.- : :--.-_--_-:-_--:::::�-::::::--,::::::::::::::::::::-,:::::�:::,:-,-.:i::::::::::::_::::::::::::::::-_-::::_-_::::::::::::::::::,--:----a---------:------------------- .-----I It-.1 ___. __:_ ---:-7,--:: - _.__ . - ::::.::_::::::::.-. - :::.::::. -__.-_. .- _...._..._. .. �- � .....:.-:...-.� �---- ----_...._- ::::::::::_-::::---:-_:--- 7_]::_:m:::::::::::m_:__-:--:-:---,::::::::_.::::::::::::::::::::::::::::"�.__...---_........�-------------------------- ---------------& .- �.............:-. ....__---- . i - ':::::=::' - I - _.:::::-_-:::::::_.-:-.:-_-:- :--------:------------�------ -----::::::::::::::::::::::::::::::::::---::::-"---.-:--:::::::::::::::::::::::::::::::::--------------------------::-::::-:::::::::**------:7:::-:�-:-::::::::::::::*'=-:-:-::---::---::-::::::. ------------------- .. -�::::::::::: -:---------------------:......::---:::::::::::::...........=:---------::-::::::::::::::::---------��.�--:::::::::::_ __:_:::::::=:--.:=::::::::�:_-:_:::=::::.-__�:::-"-,:": : . � ---l-,i ::::::!::::::::::: - :__.:.:.::::..:::::::::: .: �-�::::::::_::::.::�:::::.:::::.::. .......... �...................�....... ,'. . ... ..-..............I---�...........I---- :::=:::: : d :::::::: , !----------------------------- - __ :: :! F:::::: -:::::::-- :,::::::::::::::::::::-:-::::::::: �::::::::::::-:-::::::::::::::::: - - ----------------t ::::::_:::::: --.::::: I t: i. i ii it 0 1 -,--I- : :: it : : it __ i I - i: i it i : - :; i � it : :: t, !I :i :i i i HOLD HDR. BLK. 4 CONIC SLAB W/ 6X6X1 1 0 WWF i I : : :: I i i i 0 I-- !i i :. OVER 6 MIL VAPOR BARRh OVER !I i it i .- ii : it : . I 11 CONIC SLAB W/ 6X6X1O 10 WWF H ; - i I 1 1/2" ��N� � CLEAN, WELL COMPACTED, TREATED LL I I ; 0 1 OVER 6 MIL VAPOR BARRIVR OVER li < i . I .. . . . . . - ' '* ' . � i ! . . . .. . . . � ' ' " I - : TYP. SLAB .. CLEAN, WELL COMPACTED, TREATED FILL ;! .. .. . I . � ___.�_�_* ii I .... I -� _-�--- _ . - I . .. . . i 1 1/2)$ I :z _'*1 . e ; . � ; I . '' I I I! � . .. . . .. . I I : .....- . I : .1 I -1 . . .. . . : : 1� ..... . . . I n �111 ........- .. . . - I , 1777771 i i :=711 11 1 - - . . . !, :� . . --------- ---7-" : . . --.-'�'I_� : ' . : VARIES .. . .7- i. I � .%. dIIIIIII : - '' ! i . '� . . i i .; � : \ .- : ; I 1: i- I . . 4" CONC SLAB W/ 6X6X10/1O WWF ; - i : I i .. 1 i I ... I � . . i I ----. ! I . t . - :: . : ! ------- : '. . . ; it . I H I- i .-_ .. .1 . . I 1 . �� : . I �m�� I: I .... I ... A. I ..- ... ./. it OVER 6 MIL VAPOR BARRIER OVER ! . . L. i I�E_ff i k --__/ � i I I I . I ! t I I I i 1:I i -------I---7-III-_._7- . ....�---I....I I--------- il . . -: I ii ; . . .. I :� i- i i - -I! . . . . _: ; : : I . . . I i . i ; . . . . . I _V��-------i ............. I :; , : I . __1: . .. . i I I ! I!-------------�i I�_______I I! I -------------N i!----------- �i I i------------- 1� . .. . . F1 I I r ; I : � = Ln CLEAN, W LL COMPACTED, TREATED FILL : �--------Ti-d i [ -: . 6 MIL VAPOR BARRIER iI ............ I..�---- - - . �1 f - : �I�;I------ : ------- I 1 1, I I I : ;- I .. . -i it i ..............I 11-i 11 ----------1:�i__ t - i i I i 1 1 -: i k_1___""_ __t�I it I i : � I i it -I 1 ill -1 _11=1 I 1111 _j - .: -- - - - i j _: N 't 1 , - .*, .- - I :! F . I I------------ , I 'I �1. : �.....- I 11 ......__-------- I i��i i=:! ; t . . . . 1 I ... 1�� . w: i i i ;i i I i I : m 1 11 1 I ---------�----i i i I i - ..t : - ........_. . . ......�--- ----------� !i I I - :! 11 i___ I _______1ii1 I i I : i i i I 1 i i - - it / . _�i __ M I- CN . . _I - -I... -_ i 4- -t I ; I___- : I / i I -1 Z:- I.. .4;1 -__ I _m _. it W�ama�m=m&m I I . _� i I ----- = It I I it ; � . --------- ----- I----------- - i �............. i - ; ; I I I I -- ----- . I . I ! it . - - - 1 . I - : i i : . ;I . )#4 CONT. -i ; . - : _. I I I . : i ....�........� : I I------------ : I : . I m --- - ----- I i i , : = I ! it 1: . =1 ! I I i I ' 5* - I ...�� i -, -- I__-____ I I I-------- t ii I- t ��l�I i�........ : � i i : -- 8" :1 I------------ : ---------------I -------- h------------I i � _ . - :: : i i I - i - �H� I- -1 :�- 1: 1; �: ; : - = : - _ 1 !WW W��m�� I / -I I i I----.------- I i 1.-.. . I I ._:-------it ��.............. i :: _=. . I I . : - 1 / -, I I i I�EE��H I ---------------i __._I I � I _= .---I i'. I i i =1 -i -1 i TYPICAL FOOTING - SEE 1/ST2 I' .��_.- i 1 _____- i i i !- H_ N-(2)#4 CONT. I I I ..".....IIIIIII i 1 ; I �, ' . I ___ ' I ; ! :� 1=7 i I 1 i : , �� i --------.... i i I I :t i ---------- -' -- I I !: i 1 .. I: : ; : I; : --- I i -i i 1: i = i it :_'.. I I I ------------ I - :: : : t 1: i i .: i I i� i . �_I I i I I ___ i 11 1-1��1 . it -----1 � : :. . . i .I �: -_ :t ' i it I t . . :1 --------- - i . ; -1 ::: t 16" - I _-------_. .i I i i�iEE�..I_i__I---�-I I I�ffi�i I it i i I 1 i i---i...�.= =i�i .-.1 I-------------11 i�-------------- I -____-- 1---------....�i -........... I .......� :11 it i :I� -IM � 0 Oli F,r SIZE/REINFORCEMENT 1; I�; � l I� I -1 : i it . it ;�=i I��------__ I li I i i I I : : �: I I --------- :::=::::::_'_.jjj i :: ��1�4��I I I --- - : i I � . I --------- 1� ! I i I . . ��I�-1:'' ii � t : 11 it � . i 1! 1! �............ : I I i �d i......... I .. .... 11 1 STO ....i' : .............i ! I I - -; I'- \_ TYPICAL FOUNDATION I Idl! 1 1 , �i I ch I __I�� : , RY) : 1!--..--------------1 1 It - I i I t I ___------ _ _. _ I; . t 1: i . i i :: 11 - I i- i I i it .i : i . � 20" :i It it I-------- :.� �- � ......... =_:i��t I ; :t . �. __--- 0 0 . : I i I : I: I I- I : I i : - .I i i i I 'I .q '(2 STORY) i I I - :i \4 < I i i =1 1 1 !I I I i 1 :� i: i :: i i t : i: : I 1-i I I � 1: i : -I . :; -t . 1: i !:�!.......�:... :: .-:I : i i: 1 1 _11 I I� �I�it � �: t : i � . I I :i !I ry I 1 t . ; : ;i i i : i : i .: : 1! i I i I I :: . ;! I : :1 i H;I I— - � I U t .t I ! :1 BEARING STEP DOWN !I : i, TURNED DOWN EDGE LOAD 11 1!I i I. it D M : : it F UNDATION AT DOOR SILL i FOUNDATION AT DOOR SILL NOT TO SCALE NOTTO SCALE i : it !I i 1: i .. I i ;! NOT TO SCALE NOT TO SCALE I 0 i : 11 I-- t It � i I it I I : ! ------- �...- �....- .-.............�.......-I- .........__' -.........� ___'.. .' - _______ --------------------i - �..I..............--_ I ::::::::::::::::::::::::::-..-��_________:-_ - ----::::_:_:.,--:=:::::::::::::::::::::�.i.:::::::_::.::::::-:_:::::::::�-._:_-_::::::::_-::::�:_:::::.-_::::::_:::::::::::::::-----::_:_:_:::::::__'::::::::::::---:-::-:::-:::-:::::::_:._:::::::::::::: -- - ---------:__._________.__�-------------------___ - . ----:::::::---:-,:::::::::::::::::::::::::::::::::::------------------------------�-:::::::::::::::-:::::::::::::::::::_:::::::_-- ---___::_'::::::::::::::::::::-__--- - =. -- - ::::::::_:-:---------------------................-,I L�...........__ _....�......�---� �----------_____�_::�:.:_:�:::___::._:::.::::::::---::::::::::::::::::::--:::::::::::::::::::-:-:::::::::::::::::::::::::::::::::::::::-- :---:::::::::::::::::::::::::::_- - -____::::::::::::::::::::_--:--:--:::::::::::::::::::::::::::::-�:::: I............ --------------------:__ -- ::_::::.::::::::::::___--::::*:::::::::::::::::::::::::::_-:-:::_-_:::::::::::::::::::::::::_-::::. ............. ...............� I I; bi i I: :I I 1 1 I,- ---------------_________-__---__ I : 0 1 (n . I 1 I ! . I i : I :i I I : It I ! :: � .i . it ! I .: ii I :: ! f I :i D -qq�- 0 I t. i .. I ti 1: i :: 4" CONIC SLAB W/ 6X6X10/1O WWF I i i .: I I I DOWN i I I i !t ! :i OVER 6 MIL VAPOR BARRIER OVER 11 � ry N-- i : I I li 1! I i 045 x 2'-O" OVER . 11 .: "P CLEAN, WELL COMPACTED, TERMITE U � i �: i :: I I iI ; I . . . ! i __ 8"x8" CHASE IN :: .. . . - . ... . I � .. . I I it - . :: -------- -_ -- � i - . I - I VARIES . ..I . ,. TREATED FILL It"ItIt"t- 0 = : - it --r----- :I : .. . I . . .' I :: I . "NININ.M."It- I ii i :: - : __�--------- :i . .. . I .. - . - I ! t I . I ., , _ CONIC. BLOCK STEM it . . . . i it I : I I I I . . I 1. \- : ._'7-j I -�i-1 ii I - : . . . . li i : __� .,A- :: - . . i ----------- - 1. t : :. i , I it I i i --------�:� - 0 - WALL. I i i; (/"')I N Uj i -� ;: i�; __.�. it . i ! Ii ------ :-____... :7 : ,: - =114- TYP. SLAB I . . ... I i -: -1111 . i _7 """""'"""" ----- I I ill 11 .- : _: � 77=!1 1 1 I - � I! SLOPE i 1 � : I 1 1 � � . . 4 i . I qi : t� . . . - i � 1 ; 1 i i !� t I /_-.-.".------- ii ; i :i :- ............... ' - i : . i -1 i t : _1 i : : - :: . - VARIES , i : ; I : 1 -- 1; i i : ; : : 1 I . ! : : i i : . _ f __ ---i!I 1 1-.: .I i i I 1 1 1 1 �I : : _1 : - - it : �-1 �1 _ . . . q - GRADE i ; I- I - . . . q : 1 E7111 J) -M! . . . . / .. i i :t i- I - . .. .. I i-------- _.:I ...�..... !I I ------I I ;. q I : . - ' .._4 11 I i . ...�l i!------------ ------;I ... � -1 ; -'--- - 5* i: It __ i - - -1 I 1 I' .i : .: - ; . i - .. : .... __ -----I -__ -------- I .t . I I 1 I ; *1 1----------1 �-t t I: I I I I �� I I : : -GROUT SOLID :i - I i I ; ill 1! DESIGN RW - : ; .� �17777 ...11 1-!---' ......... I 1.� � � I - t i I ki .1 �!1 GROUT SOLID I;�� I I I . . I I I i 7 .=:2�,7 - 11 AROUND PIPE 1 I WA��M�m= 1� I I �i I I i�--------� : I i I-di it 1, . - ; it :i i i __------�i ii...............� - : - ___ : I - --" i 1 __ i : : I :: i : -I - ; ------ 11 ....__ I I�I - : i _ - ! I ;i P it ; i ; I : t ; ; it t I I = :-_ - : I . :: -� 1! i TYPICAL FOOTING : . I ' CLEAN COMPACTED -7--:i i AROUND PIPE 0 0 qi . :i --------------- !! -1 : I .....-I i ....... . - I I ....� .. I � I I i ;_-;--;--_:- 11-l''. I; Id DRAFT MEB i: . I .1 :: it ;H i SEE 1/ST2 " . i . - . - it I i i � SAND FILL � I:��:��:�.:� , � :i t i 1 1----- - + :: �B I 1 :i � t : I I I I I � *. I � �- :i -----I! !- I i _ . I i 1 1 ---.--: 1 1 ' t : i . : __ i ....... --- � .....-------� i - H :i ' ; . : I -......... t : i - : , i I I i i it : = t! i I�� FOR SIZE/ �. �11 -i I :- . I i -1 111 i � ! . . I .. : - 1: i 1 ' ------.--.. ICKNE 3, I -I,- i 1 : . I . . : � "I l 3: 1 S / - it 1 -----i t- ;: -1 : : I ;i - I I I i I 1 t : I: i i : . �I I I . . : ----------�-III __ _.:: !11....�.... i I H------...t i i--- : : iiii- I: : i .. � . : i ! 1 : Q I;I-, i [-------------- . . . : . ; 8" MIN. - DEEPEN - I I . .I � ;t i ...� . I I -_ --: : CHECKED EAW I� --- i I - i . i REINFORCEMENT --- ----- I : 11 i .......... .0 � I . , . TYPICAL FOOTING - SEE 1/ST2 i 1 7777 it : i :��::��: . 0 1 � .. . .: I V_ !! . --:! I I I . q � i I . . . j - �I I TYPICAL FOUNDATION I i ------------- .--- i; i i : I I : I � I .. IV. FOR SIZE/REINFORCEMENT q .1 I . 11 : I :- 11 - -- ...........�--- . : : . I - __ I ..........�--- I �------- I I i I I : _77- 1 I I .' � . I SCALE N.T.S. LOCATION AS REQ'D TO : I i- h i i I � ; I - I i I! - : . : :: - it : . ; :i ----� � !-- --- 1 1 777!171-----_ �: I I PROVIDE PROPER i '�.' �I I i� �i i 1=1 : : i i .: I � i : ; I! i I : ii i i 1=1 � :: :� 1 FOOTING DEPTH. i - - I :t I _71h 0 " 0 ---I DATE 7.20.2016 I .. i I 1: i I 1; I 1. nil I I i i i NON-LOAD BEARING STEP CbWN I I it I I i I; i : ------------it i -------------- tt ------- � 1; H I . = I :; 1: :: i :: i , I i - it I : 1:11 : 1 1,I- NOTTO SCALE " I ' : JOB N 0. 16-171 i it .I i it It i .: (MAY BE USED AS SUNKEN SHOWER DET+ it - : �: it : it :i i :: :i : it It : it it it i! i .: ; SQ.FT. SQ.FT. t I: I : :: ; :i 5 FOUNDATION WZ UTILITY CHASE i FOUNDATION W/ UTILITY CHASE LOAD BEARING STEP DOWN it -- i 4: it " - : !: it '- -" Ip, it .i F i ! It "I ?i 11 :i : 1: it �� :i i ! : :: it 111111 III :i it : . "�' / 11 I I : :: 0 'r 1, ST2 NOT TO SCALE i (9 NOTTO SCALE @ i $ , to fti,4* 1: __ I .9 /4 '-�. *90j' j 1� -: : 'i i :� � �1110 t :t ; .. . :: I I i i it '* I MONOLITHIC FOUNDATION DETAILS : STEM WALL FOUNDATION DETAILS :; --------------------------------------�.....�----------------------�-----------------------�....__-------_---------------� __�....I� __----------------------- i_ - - - --___-__ - -- _____ - ------.-- _____ -___-----------------------------------------------------------_--------------�------------------------------------------------------------------------------------------------------------------------------------�-----�------------------------------------------------------------------------------------------------------- . : �__ _.-------------------- - -... - �---------------�----------------- - �---------------------------------------__--------�....................................�-----------------------------------------------------------------------�.....�-----�............ ------------------------------------- I : :. ' ; :I I it I #4 s eer, ' : it I � : ;� I : : I . . *aj I :: : it : it " 0 THESE DETAILS ARE INTERCHANGEABLE WITH THE I THESE DETAILS ARE INTERCHANGEABLE WITH THE it Foundotion Note: Wood vertical construction shown atop foundation details for c1brity. Wood, cmu, icf or other structural vertical construction e . 215"i : I ;. i ob 4 .. � ; : � : �" m ; I : : 1. . . a, I i I I I * STEM WALLS FOUNDATION DETAILS. i ATION DETAILS .. acceptable - see ST1 for specifics. O.-ON"'. . 'of," . i . i . W a i ................_ _ __...__........................................�...�............�.......�--------------�------------------------------------------�..................�..........----------------___......-------.-----------------------------------------------------------------------------------------------------�.......................�................................................................�......1-1- -.......................................... .....�...........�............................________---- at �I---------__.........- ............� �..........._ - �.........-..........� ............ _........... .....�.......�___..............--........--.......... '__ �............----------------�------------------........-....�----------------------------------__ -�............�..........---------_.......� ..........I -....�.... ......-11___-........IL-�---__..........�__ .___- __.........____--------__-�---------- ____ ------.---------- -___- - ----- --__.............__�.....................�.....__---�....�..............___----------------------I.............� _____________-__--------------- ____ - _____ - --,.------ -- .--__ -______ --.----- ___ - -__.--.-.-. : - - 11 .....................�...... I I ...._ ........�__......�.....__---------------�....�...............................................�......�......................................�....................-----------------------------_.-.................�........__.....�................................................�..............................................�......_ 10 - a 0 . - -.........-,-____..........��............- . - . I, � � - I .. -----------..........._....___. ................. 1" � ;' I � EPDXIED ATR i EXPANSION .0 * A% : ,.- !\ /�� ! -:!: z i \ ,I ! I " � . (2) #4 DOWELS, PER TYPICAL 11 % -1� 1 " " � ! ti"i TYPICAL FOUNDATION I ' I -_HOLD-DOWN PER JOINT It -1k(6 .% ...�.....-4-------- I It I 11 :;: i 'I tj j q . 1. L, CAST INTO PAD it , __� I W % ( i : . . DECKING i"I i ! 11 ! I. �; tv" "-1" STRUCTURAL PLANS . I 0 . N't.q] ; : : : 1 i I I ___--- � i i i I � ? . i 4 1 � A C__ i Iff : : i i \ i ! : : ! I p I it FOOTING OR EPDXIED W/ MIN, 6" i % : I I I . .. 4�..... '' '11, : I 0 % 1, . ! : 0 I : ! �1 . :� I : i TYPICAL FOUNDATION I i : ; ; �'� i . " , "'� \11, I \ . I 1. . .�' I .� \ 1� / " . . . .. 01 I ; I . t t t 1___1 ___'� i ,, '\/\1/1 I/ V � ..9> . 11, I. ak : I J ; ; . �:''� : I-\'_1 I : i ; I � . 1) #5 VERT @ EACH I � : : I V I : : EMBEDMENT, CENTER ;4" IN PAD I � ra t : . x I t ! t i : (,I, /// " _ , � \'/XX\// : t i t : � : t;; FTN'G. PADS 36"x3 R I � / / X , I i t ; i : I � , \ x I : 1 : \ . PE it i t � i . ' I ,it i I I i \ \/" STA "\ \ '\ i I ; : : I I I I I 0 X-,- '\ . %. I t i t ; ::i - i ' 1 // '- / I i ; : : . I t _----------_ . 1 ,/ � SHEET ii j�____4 I : i ! . . I !:-4;:::::: USE (3) #5 DOW t /I �� /\, 11 ___ ! t . . i I. _LS. I i ! � �'/// �. ..............� : : HEIGHT CHANGE HORIZONTAL #5'S '��-2 1:1 I : 1 7 1 1 1 I - I i�I I ,,,"t \ _ // \'_,\X �-. "\:"' V : E_ �' : ilMidi 1 /,\FOUNDATION . , POOL TO I ; : ;;: I ! \� // // \ 1: 4 'I : t : : i.. Itz, 1, @ 16" O/C. ' 1-...........n'-- -�........1�... __ : i -1 I I 1---.---1:I I - I I I � \\ 'X\ \ ,�� i i . ! it -I t . � 11 , / i I ,,r- TYPICAL FOUNDATION ------------� CONT. it. '\' -- I i I : . 1: . i 1 DETAIL X � � * 1 j-.... I : it wo : \�\` . ( 'IIII _,; GRADE I ; : : �'�� - � I I \ /' I\ /�" Ili sit , wo SIDE OF STEM WALL SLID IV z : I TYPICAL FOUNDATIO 1-;�� 0O _Z i \ � 1 ` -\SEE BE __ it : : : � : SLOPE : !:I ------CLEAN COMPACTED �. .. ./\///\//"I,/ I ;1 .1. ., ! I \ \ �/' A I: : I i it /\ \ � ____ I . : : I ------------------ � : i. it 11 I ISAND FILL I i�� I i t .. 11 : \'\\� /I.,1\I",' " \� " -11 1, -\ _Z. I SLOPE - -�------------- : i ; . ............... I / X'< '/ < I - DESIGNED I i: i : .... REBAR �1, - _ i , '! /'r GRADE X ,,ST F( /I �----------------__ ...._ - i � I I I I I = I ': � _-� _[ .].............- -.... i / / � __ ,. : I I . : it I i .,. It I ri ; I :I i 1: z--- :.. q ,- i \ /�/ \ � '11// \/ \ \/-\ \�//".,,, � t. 0 i I : I I I I / /X"' � /\ /". Ile � I i : :------- i .. I #4 VERTI A I BY OTHERS. ... : I I H . . V. . ;q !==i ..... 1 i �1 I!I I // � �_�� - ; _-, --CLEAN COMPACTED GRADE _=1 I I I it i �! i. . . . / � /'\ \//,\\/\,/\/ \//\1 ..... :z : t . - -BAR 'i I � ",I I I -:: I CONT. REBAR i I q; SLOPE i i - ' I, C � /X/'"//X" "\/\ /\<'�' , X , \ ,\ , Z/ . i :�: PE � Q� 41 00 m i :.. ; t / \ 11 �" � '* i : ii - , \x . DZ I i : t I. : i / \",\/\X/, \ \//, � � . I I I '1 I 1: I I � 0 I �1 1$ANUj IfILL :�i it i I R� '\\/\ 0 i ,1 it t i :it - I ;'// //>,, I (D x " i -____ : I I - GRADE i �! I I k� TYPICAI 4 I \ � on ___1 \4 1 x\ \ ,\///' I I Uj�-< ; i --" � I : : I / "'/ / I/ I . Cl-0_j I L�---------- ---------I I i i I I ; 1: - /'\\ - \//,X/\ \ 11 -1 __._____�_._ I _j : � I : it � . \ X C. 8 -- __ . I - it :1 1, I __� i FOUNDATI&I \ 4 I" 1 4 1 _ I M < it - �' 41 i. \" . I \ '1_..\ \ -_ 4 ____ --------- .. \ V I �jt m - ;; I - I 0 1 7= --- I - ""// I I I 1 T_ .- I ------------------------------- ,\/�'�//� ,\x X' ", � Fx- 1, - _j i (D (If : ')� I I . in� 9 �_ - . i: �= ; 'it I "x I -_ ; I ____" 11 . ,I I ,�/ / : I - " %, ,� " � i �i 1. I ,,, i i t I \ I " 0 1 � : I : i �: \\ -x'\-'/X�' \ .1 0 ' // i ! ii I 1, / . "/ ,I . I �_< ___T1_ � I I A. � I � i ! - � -t . . 0 2: i I I NIT '__ : I\\/ / , %'� I - � \" I", . 4 < �_ 0 0 �1.11'1"" !..................F'DETAIL / '. . 0- < 11 D 1-1 0 0 1�1 / I I I 0 - � i Ej 0� I CO - X//X , A L \\ I I I " U Qf 2:LLJ F--< - - --------- I . , � �, , 4 of 4 11 I I ::1 I x D z -------- I REBAR i a.0z)a- 11 i t . I /A , . . t. 011 =__________lz�' I II . FOOTING SIZE, y Uj --- o W I xi t, I I I ii 1 \'�/"/ X// \ ., / " I/ . , I a.0.-0-_' l-__ I < �- 4` 0 0 --j*5" SEE STRUCTURAL i '\/�"�\\/��/' \/,\' ,\/\ . I : \ \11 \ "I I , / � m � : / /\ /\III �, . "��_ ; : i "I . . I ,- j, 11 0 1 1 ci-] V) -1 I �_ ._j \ I � I /\,\x '\/\/�'\ -/' " :\/ /' /'�\X/' * 0 0 � i 11 I I .. ' 0 Of � ; � : , \�/\\//\' //' I I I m ' _� \ \\ I a _____ �O L� ., I - - I Q, Q�_� 4 1 :r < \ I K� �=4=== =========== 11 REBAR SPEC'S. ci.j m .. ��, I : < ,\/ 0 1 � \_� I I _��_\_I FOOTING SIZE, z ; I �\ '��'CLEAN COMP ' \�"./'I TURAL I: u a�,::,< ./ \ 0 _- L bj ; ! i I// / I . � X . PER STRUCTURAL PLAN i m 0_j : ----I �__ ; � / 1/'. - ,. /'X .. . , ,� / '\� // / I : : � /Z:)ANU IILL / Q_ . �// 0 D 0- i I \% �� \\\ \1 I CD X i : \ I \_ ". \ III\ PLANS FOR SIZE, ; I � I I t : \�� "�/ \'� '� \\\ HORIZONTAL REBAR I f, REBAR SPEC'S. < �_ i � X.�' ,�� ""� 1% , i I ' ' '�/ I I 0 0 i : I . J* FACE V __ LOCATION & � a- LO 1 4 0 ON : i \/// \/1. \/\I/ I I I I I I I I t. ., ma - I � �\ , / 1, �_ 24" #4 _PER ST2 15 STEM WALL W/ 45" CORNER DETAIL SECTION VIE IEN� I I I SECTION VIEW I � , \ � \ _� I MIN. REBAR SPEC'S. PER STRUCTURAL PLAN ��_\" SEE STRUCTURAL I \ \�)'\.>;\ N�\ -, %NN I .I .. OA . _< ; -0 . CLEAN COMPACTED I � 1,\ /\ I %N11 , /. %0, "i ST2 NOT TO SCALE PER STRUCTURAL PL � � � /' // / \ 1�/ / I // N%_-01 i I I PLANS FOR SIZE, F ,�� . ,-/� -�' , ! 11 I �'. I '\X/\ � ., ! SAND FILL 11 �� I "\>' / ,\,\ I , �, - R MONO SLAB t FOUNDATION @ PO L . X/ / �'. � ; I \/ "I �.. STEM WALL HEIGHT CHANGE PAD FOOTING FOR STEM WALL I / '��/ /'1� I "� /I REBAR SPEC'S. 'i . � \ /11 �� I I NOT TO SCALE � LAN . I NOT TO SCALE , I , � I" \ ; NOT TO SCALE ,/I I \ I '- NOT TO SCALE FACE VIEW � . X I 1 - �� i ,� �\1 .1 I II 1\ I �'\%' / I � I -_ - _____ I � \ ,� '\ 11 I ____ IF - . I - . . - I � I - I I ......:........l......... � I � I �!K� � ! ' - i // 4 7M /__ I /// 7,- - �9'F I I I MI I _\ I t i I� i � � �� ?76 , � � � _\ I I � � � � � ill N2 � � � � � I i I I � l!NI i � i L i I! � i � I I I I I i i "o�� - z I � I 7rr � i i I � __ � I . I . - I I , , � 111. I , - , . � � I - -I___ - � ____ ___ __ - __ - ____ - THIS DOCUMENT, ALO-NCWITI GENERAL NOTES: SPECIFICATIONS: (continued) ASSOCIATED DOCUMENTS, IS I EZ AN INSTRUMENT OF � . 1.All notes,drawings,details,tables,references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or OTHER FRAMING CODES & DESIGN STANDA"S: DESIGN LOADS: f-:�f ENCINEER'S SERVICE FOR I- ,/�,/,��/' � / //////�/,�/,�,�,I/,;:" / //�".//- "/ THE EXCLUSIVE USE AT THI -I- - _� / , I /,//'Z//, _ service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be 1/e/,�/ //�,�,/�,/,�,/�>/,/;, , / ,//��': /,.''/ - PROJECT TITLED HEREIN. I , ,�I Z/- / I /�� / /�, 1.All structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. I.-, - // , I/�, / , I/ I/ -,�,// �/�/�//, ///�� ifications depicted herein,as well as a � / I//-, INFORMATION DERIVED FROA. furnished by those persons and/or entities with a thorough understanding of the notes,drawings,details,tables,references and Spec Florida Building Code-Residential 2014 ROOFS r /,,// ,:�,////�//,�///;// ;"/ /// I / " I thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. Florida Building Code 2014(as applicable) LIVE LOAD 20#/sf I//// � / "I'll 2.All engineered wood beams shall be Trus Joist/1-Level/Weyerliaeuser brand Microllarn.LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in ///1"/�/ � '1� -111/1 . I THIS DOCUMENT, ANDIOR I ", / � , // " //,,,� // I / /'. ,/I �/ 7 / I A/�,�,��,/; � , I , DEAD LOAD/SHINGLES 7#/sf // "I // ,� ,/ ,/ accordance with the manufacturer's specifications,instructions and directions. ZONE"I" ,'/'I //I"I NO //,I /�'/ ,///, 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 ASCE 7-10 DEAD LOAD/TILE 20#/sf ,�/,�/" <;1//// 1, /, I T BE USED FOR OTHER / I . ./ -//: I , ;, / 1/ 1 /� / and 1610 of the Florida Building Code,and/or Sections R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 NDS-05 DURATION FACTOR 1.25 ,�,/, //// ,//,�I / . 1<e/,; WORK(S) OR PROJECT(S) ! I � 3.All engineered wood posts or columns shall be Trus Joist/I-Le el/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members,as specified,or a. //'� 1/",/ ,I ,�,// WITHOUT THE EXPRESS along with Tables R301.5,R301.6 and R301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the necessary analysis, TPI 1-07 FLOORS / ;4 "�//"",,��,// �, . I //"' /��, �//" I / I , / ;, 1 I ""/ " - -1 / /I", 1/11 ' equivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form E /,/� / . /I / . /�/_,/ // , /' -"', ..J , , , �// WRITTEN PERMISSION OF TH. drawings,details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the the specified dimensions;they must be solid,one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawn members- ACI 318-05 LIVE LOAD 40#/sf Z '//�� M�/,�;,�/�,�,, ,�/./�/ I I/,�,/,//�,�////,�//�///I � //, / ---- -.---.---- ��/,�/ = -t / , ,/ , -11-1-- aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally,the . WFCM-01 DEAD LOAD 12#/sf(Intluding Cln'g Below) 0 � - ,/ / / "/// 1'///I . ZONE,'I,, = " i.e.4x4,4x6,6*etc. -may be replaced by a similar-sized(e.g. 5"EWP in lieu of a 6x6 SYP)engineered wood post without additional analysis or lt;-) ,,�//, :- 0��//1�,//// /,� � I",,// / II/ /1"'/ X I I ,., � " , REV,DENZ7EWDRapflWAr , , ,�� , , 0 �� W �/,/ I "I/ / // /I�'//�,, ,._ � /�,/, . 11 I I I ,� , , engineer's scope of work specifically excludes engineering functions delegated to others[i.e.roof and/or floor truss design,engineered wood products design(except EWP DURATION FACTOR 1.00 ,� I / /, documentation required by the engineer. � PO 4 , I'll / /I � // . "// 0 �",// / /, /, .. /I/ �: ding drainage),1 etc. And, DESIGN CRITERIA: CEILINGS/ATTICS // N I .1 , /, I .1 specified herein),etc.]as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(inclu � / 1� "/ 1; 11 /// , // � .� I � I/ " I /I ,/ //� , "./ , / I,/ ,�' I : �/11,' , / __11�11 �//�11 � ,/ I - the engineer's scope of work specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture LIVE LOAD/NO STORAGE 10#/sf(Non-concurrent) , / , / /"; . "/// //,/�// 4.All nailing shall be with"common"nails,except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by ;/�/Y I �/ ZONE /" protection,infiltration and/or resistance;resistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The engineer further warrants that the BUILDING TYPE LIVE LOAD w/STORAGE 20#/sf(Concurrent) ,//�,// //,//// / I'll, .1 1//, I� the applicable code referenced herein. All envelope sheathing s all be nailed and/or screwed as specified and glue or other adhesives shall not be used in place ofnails I . /,,,,� /,/.� , , //I I /,/ , / 2 - , structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections ofthe code and makes BASIC WIND SPEED 130 mph(3 sec. gust) DEAD LOAD 5#/sf � I".1 �",/ "'I/Q ,//. I / .I I � I �/ �//�,/�// I / //,/"-/I, ./ ,�//;/ or screws. /�,,/ /, � 11'' , /�//- within these documents that address I '( ,/ �1/1 � �/111 /� 3 - - no other claims warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included EXPSOUIRE CATEGORY C WIND //�,//�//,� , , /� I , , � �/ /,.,.//�/ //�,/ 11(D //, ....... I /I//�/ ; -/ - I LOADING PER TALES I / 1/�,/Z 11 /1�', elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be BUILDING CATEGORY 11 1 / //n,/," / /.., //�//� - -i.e.owner,architect,contractor,and/or building official,individually and collectively-to design,account for or otherwise verify as 5.All engineered components,including roof trusses,floor truss(s,I-joist,etc.,shall be installed in accordance with the manufacturer's specifications,instructions and INTERNAL PRESSURE Coef. +0.18/-0.18 DURATION FACTOR 1.60 / / / /21 /. / / __ / ,,, 4 1 responsibility of the appropriate entity directions. �// ZONE ' " ZONE '// � / I'll, /�///-/"�/, I'll, __ __ SIESMIC N/A / ,�/, / appropriate for the intended purpose. // ��;/ /, I I /I �///, I / ,, /� ,/,�/ "I�// The I , I � I I -- , �', � //, 6.All sheathing shall be either APA-or TECO-rated,Eposure 1,PSI/PS2(Structural I rated sheathing NOT required except when specifically identified as such). )-��,-ile /",�///// I /��,�,� / �_ //��,"� / / ..............- 3.The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or the associated effects I I �4 X_�__ / � / ,�// , / M. 11�0,//�,//,/�',�/,��/�////" /,./ .._1..... thereof It is the responsibility of others-i.e. owner,architect,contractor,site developer and/or building official,individually and collectively-to establish the minimum Sheathing may be either OSB or plywood,unless specified as on-,or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly i �r_ , GABLE CASTILLO blocked. Use of"ply clips"or similar edge support is required a-.unsupported panel edges of roof sheathing 7/16"thick when supports are spaced at greater than 16"o/c. ZONE"Y'-CORNER 00-.N . .. 1 . appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than Use of"ply clips"or similar edge support is required at unsuppo ed panel edges of roof sheathing less than 23/32"thick when supporting tile roofs. Use of"ply clips" . ��z ZONE(S),TYPICAL Group .-. F . the minimum prescribed by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved _� I by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone or similar edge support is recommended at unsupported panel ed,! es of all roof sheathing,regardless of panel thickness, for improved aesthetics. Roof and wall I . "-..1.�,.1... sheathing shall not be less than 7/16"thick. Floor sheathing shal not be less than 23/32"thick,with all panel edges supported(tongue&grove or blocked). Some I A Florida Corporation ,.1.... ,.. . ROOF PLANNIEW ZONE"I"-INTERIOR ZONE(S) I �,-7�,� . "V"unless these engineering documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. I design loads require thicker panels;see sheathing specifications i r specific minimum panel thicknesses,required span ratings and fastening information. 1:1 Designers �..........__�I .... - _., 1". 4. The design(s)depicted within these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced . /�,,,�' ZONE"T'-END/EDGE ZONE(S) Engineers � I . I I herein)as interpreted and enforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the design(s) 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA(www.apawood.org)recommends the use of either 15/32"thick,32/16 span-rated "ET' DIMENSION: E/ 1 655p Roosevelt Blvd. . . or documents,nor of any inconsistencies between the design(s)and documents and the applicable laws,codes,et al. However,should any portion of these engineering sheathing(Exposure 1,PSI/PS2)or 7/16"thick,24/16 span-rated Structural I rated sheathing when the sheathing is installed with a vertical orientation(long axis ZONE"Y'-CORNER ZONE(S) I Jacksonville,FL 32244 . . ' --- ** Y-Ofl ** M (904)72-6ioo documents be found to include an error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to parallel to the studs)on the wall(see Technical Bulletin TB-202 for adU-itional information).The discretion to enforce the aforementioned recommendation is at the sole . . . to. the client-unless the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the - P FL CoA No.29015 for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the suitability of the nonconforming materials with the Building Off lal having jurisdiction over the project. Failure to do so may result in the need to significantly enhance .; engineering documents or addendum thereto. the construction of the exterior walls. � I L �:) 5. These engineering documents may be used one-time-only,and only at the specific site or location identified herein. The design(s)depicted herein may Pot be used to 8.Metal connectors shall be Simpson brand hardware,as specifi(d herein,and shall be installed in accordance with the manufacturer's specifications,instructions and 1 directions. Alternates to the specified Simpson connectors may be used,provided that the alternate connectors meet or exceed the specifications of the connector(s) � � � / V) , e one site or location specified herein. I -\\\,�\�\J execute(a)subsequent structure(s)or elements thereof,nor shall the design(s)be executed at a location other than th specified and have appropriate product approval and installation instructions and directions. I I I I � 0�8 1 \ / I \ / eZ___1 6.Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. � � /,. \� U 0 t \ � ; - _/ FOUNDATIONS,CONCRETE&MASONRY � ; �_� 7.Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction ifa conflict is present. 4 : 41\ �� ; � data or information shall be reported to the I-The foundation design(s)depicted within these engineering do mments has been completed in accordance with recognized standards,recommended soil design I I. I �-� 8.Any discrepancies between these engineering documents and the architectural drawings,site plan,survey and/or other parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s)depicted herein = �:) engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during . F7/17- /I is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the ///_,// I / construction,,construction should cease until such time as the discrepancies have been resolved. , / v) Z foundation components will experience movement throughout th-useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of ': . / I , the soil conditions present and be advised to maintain good pract'ce in the future with respect to surface and subsurface drainage,maintenance,the construction of 7 1/ C) 9.These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations ect future / �/_ partitions above floor slabs,finish work on or above the floor sla 3i and the locating or constructing of secondary elements near the structure that could aff �� /, U and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information � �/ performance. . / or for claims arising from the use thereof I " r-/ ., eaturing I//�,_-�,//�;I / Dn I I 0.Unless specifically depicted within these engineering documents,the engineer has not been made aware of nor accounted for other components,elements or systems 2.The foundation design(s)depicted within these engineering d cuments has/have been prepared based on a relatively flat,well drained building site f � / �:) exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of6O#/sfper foot ofdepth / �-4 �4 that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. I I 1, with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters, ease immediately and I ///,�LLJ I\',\,:�\,�', J,\\\�,\,\\\ 4_� C/� 0 1 1. These engineering documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provid-A herein. Wall the engineer shall be promptly notified of the conditions and no f Urther construction shall occur until the engineer has provided additional direction. I 4.\ 0 �_� erences included in the architectural F__-� framing shall not be assumed based upon the"scaled"wall width depicted on these or any other drawings,or based upon notes or ref 3.Backfill should not be placed adjacent to the foundation walls antil the walls have cured adequately to provide sufficient strength and have been anchored to the floor �� - >_..1 9L..i -<� drawings. system above or otherwise properly braced or shored to prevent damage to the wall. .� .. 12.These engineering documents include specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc.of headers,beams.,columns,posts, t _- F-iiiii �� C.) studs,joists,rafters,sheathing,footings,reinforcing,connectors, fasteners,etc. This information supersedes information of a similar nature that may be sbown on the 4.Refer to the Geotechnical Engineer's report for all soil and/or.,ite preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing capacity. �...... �_� In the absence of a geotechnical engineer's report,the site and so I shall be prepared to the satisfaction of the Building Official. ...--- W 4_� associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc. of the structural elements specified herein may be exceeded or enhanced, i 4', �_� within reason,at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated I FLOOR PLANNIEW "C� U , should be reviewed and understood before using column or wall,unless indicated otherwise. - sa., W 13.These engineering documents include multiple pages with cross-references. All pages of the engineering documents _, I I 1:1 ZONE"4"-INTERIOR ZONE(S) 0 4.4 the documents for any purpose. If(a)page(s)of the engineering documents is/are missing,illegible or otherwise unusable,,obtain complete and legible documents before 6.The location of steps,jogs and top-of-wall and/or top-of-slab c levations are critical to foundation performance. While the location of those steps,jogs and elevation � I I ;� 11ET' DIMENSION: --7 - r/ ,I /� I U J� C proceeding with intended use. . changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is understood that some of these items may change \144m- ** Y-019 ** L� ZONE"5"-END/EDGE ZONE(S) ""%%*. 14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements ofthe authorities having during actual construction. The design(s)depicted herein can ony address the proper foundation configuration as specifically depicted herein and could require "I ,� - �.4 (= ,F� jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible forthe means and additional analysis and effort should field revisions merit. 'tl. CA methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations"codes and ING (in INCHES) .,� W , a 7.Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion ofthe structural MAX. ON-CENTER STUD SPAC r--� F.4 or any purpose until a)they have been reviewed,1b)thty have been _� standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used f system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore �� I 0 approved,and c)(an)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)ortheir designee(s). �_111_ END-ZONE/INTERIOR ZONE: Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)responsible for the the walls throughout the construction process to maintain the integrity of the design(s). "I . WIND 130/c FLEXIBLE FINISHES (NOTSTUgfO rjc� issuance of any permit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or similar statement of 8.The building site shall be cleared of all top soil and organic matter beneath the planned structure location,as well as for an additional five feet ormore beyond the 1�, I I Mn.Rf Ht. <30' 2x4 I �:) Z or any purpose,until such I FINISH FLEX. 2x6 2x8 2xI0 completion)shall be issued for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise used f perimeter thereof Unless otherwise indicated,all footings and flat concrete shall bear upon non-organic,undisturbed soils compacted to a density ofnot less than 95% 4A �-4 rmed the structure is safe,sound and-in compliance with all ,-., t-4 � PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP time as the authority(ies)having jurisdiction over the construction and/or occupancy of said structure have confi of Modified Proctor Maximum Dry Density(ASTM D1557)for a depth of not less than two feet(24 inches)below the bottom of the footing or slab;Or,upon clean F,E., (NOMINAL) �� . applicable laws,rules,codes,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engineering documents. GW-,GP-,SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed atop non-organic,undisturbed soils(with the compaction COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLONVAB,I- 8? 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 1 �= . I*_. - thereof verified as previously referenced)and added in one foot(12 inch)lifts and each lift shall be compacted to a density of not less than 95%of Modified Proctor WIND 130/C - 11 . 91 24"/24" 2411/2411 2411/2411 2411/24't 24'1/24t' 24",/24" 24"/24" V) al\ 9 15. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to determmle t,li-proper Maximum Dry Density(ASTM D1557). These minimum specif[cations maybe exceeded or superseded by either a geotechnical engineering report specific to the PITCH >6/12 ROOFS (all values negative-i.e."UPLIFT") WALLS(incl.windi'vs&Doors) 10, 12"/16" 12"/16" 24172411 24'1/24" 24'1/2411 24"/24" 24"/24" 4� 4� 1= W erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs,as well as�nsludr._Xe soundness I 4 � i� building site or at the direction of the Building Official,as deemed necessary to achieve the minimum required(2,000#/sf)soil bearing capacity,,but in no case shall the Mn.Rf Ht. - 15' ZONE"Y ZONE 112" ZONE"I" OVERHANG OVERHANG END ZONES ,NTERIOR ZONES Ill MAT' 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/2411 r___� Z of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractorrs)a1W labor I AREA(in sq.ft.) CORNERS END/EDGE INTERIOR CORNER INTERIOR NEGATIVE POSITIVE NE6-ATIVE POSITIVE ' site be prepared to a lesser degree than that which is outlined herein. _ -- 12' 61'/8" 8"/12" 24"/24" 24-1/24" 24"/24" 24tt/24" 24'P/24" �� 4 contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process,until such time <10 -25.85 -25.85 -22.10 -37.46 -37.64 -29.60 22.10 1# .23.98 22.10 U� W - , 14' N.P. N.P. 12"/16" 24'f/2411 24"/2411 24"/2411 2411/24" as all of the structural elements and components depicted within these documents are properly installed,inspected and approved. Bracing shown throughoutthese 9.All concrete slabs on grade shall be no less than the thickness �ndicated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop 20 -24.73 -24.73 1 -20.98 -36.34 -36.34 -27.72 21-.Iqr�`� 1-23.04 21.17 16' N.P. N.P. 12"/16" 16"/16" 16"/24" 24'724" 24"/2411 C) .0!� �:) (.� engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. �. (minimum) 10mil polyethylene(visqueen)barrier installed in acc ordance with applicable codes and standards. Slabs shall be reinforced-with either 6x6 WI.4xI.4 50 -23.23 -23.23 1 -19.48 -34.84 -34.84 -24.91 19.67 - J21.54 19.67 185 N.P. . N.P. 8'1/8" KATI 1211/12" 24'1/24fl 2411/24" C, 16.Yet-to-be-installed building materials-such as gypsum board("drywall")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within WWK lapped not less than 8"at edges/ends,in conformance wi h ASTM A-1 85,or Fiber-Mesh reinforcement shall be used with minimum 2" fiber length at a rate of I >100 -22.10 -22.10 1 -18.36 -33.72 -33.72 -23.04 18.73 _'j�_60- 18.73 -1 19.5' N.P. N.P. 8'1/8" 1 8-1/8" 811/120' 2411/2411 24'7241' Z �--� E-4 these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowablelive loads ofthe lb.per cubic yard of concrete,complying with ASTM C-I 1 16. i� 205 N.P. N.P. 611/8" Tffff 8"/8" 16"/24" 24"/24" 1. 21.5' N.P. N.P. 611/61' 61/8" 8ft/8" 161/16" 1 24-1/24" �� = W W floor or roof;Unless indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. _X It - W 17.All materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions I 0.Minimum compressive strength of all concrete used for foun(ations,slabs,etc. shall be 2,500psi at 28 days. . . � 225 N.P. N.P. N.P. 611/6 61/811 16"/16"T 2,v'124" �:) P......1 �� provided by the manufacturer,or as otherwise indicated by the code or associated roduct approval document. I 1. Where indicated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength ofnot less .4!� ,.� C/� V) P than 3,000psi at 28 days. U U p4 18.These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with,the associated 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: - MAX. ON-CENTER STUD SPACING (in INCHES) standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and nitthodologies are ;I I �'-) W 11 ". ' routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local permittingond a)Concrete cast against earth: 3 -� END-ZONE/INTERIOR ZONE: �� > b)Formed concrete exposed to earth or weather: I V? 1� WIND 130/c BRITTLE FINISHES (STUCCO,etal) enforcement agency(and subsequently used for construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective 3 if I date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall beireturried to the c)Interior slabs,walls,etc.: 1 /4 i Mn.Rf Ht. <30' 2x4 2x6 2x8 2xI0 4� P4 0 � FINISH BRIT. engineer,who may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,s�tndards and/or 13.All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal - PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP methodologies. In no case shall these documents be used for permitting or construction more than one(1)year after their date of original issue. (horizontal)reinforcing in walls and footings shall be continuous at/around comers and intersections,and/or matching comer bars shall be used. All longitudinal I (N MINAL) - �� E-iii , 81 16716" - 1611/24" 24"/24" 24"/24" 24'1/24" 24"/2411 2411/24" ' I �-4 19.Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme (horizontal)reinforcing shall be lapped at splices a minimum of�0 bar diameters(20"minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be LECEND - 1 91 12"/16" . 12"/16" 24"/24" 24"/24"- 24"/24" 24"/24" 24"/24" 411!� ,<� g care and code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or conflicts. lapped at splices a minimum of 25". i 10, 10"/12" MAT' 24"/24" 24"/241- 241724" 24"/24" 24"/24" However,the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability ofthe 14.ALL concrete operations-including but not limited to mix design,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done (2)2xlO-2/3 HEADER/BEAM CALL-OUT I Ill 6"/8" Q� �:) �:) engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the"paper"phase,opportunities do exist for the design to require ad6tional effort 12' N.P. N.P. 18'v/20't 2211/2611 2411/241f 24" .t . in accordance with the requirements and application of ACI 301 'Specifications for Structural Concrete." 1�k* ��' 14' N.P. N.P. 8"/12" 12"/12" 12'1/16" 1 2411/24't 24"/24" 1 once construction has commenced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as . NUMBER OF KING-STUDS EACH SIDE OF OPENING . - 0 �� f 16' N.P. N.P. 6"/8'1 811/811 8"/12" 1 16-1/24" 24'0/2411 depicted herein,causes the engineer to be unable to accept"back-charges" for errors or omissions contained within the design(s)depicted herein. 15.All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. NUMBER OF JACK-STUDS EACH SIDE OF OPENING It�_ 18.5' N.P. - Q) U SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) N.P. N.P. N.P, 676tt 12'1/16" 2411/2411 20.These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property,ofthe engineer. NUMBER OF PLIES IN HEADER � 19.51 N.P. N.P. N.P. N.P. 51'/61t 12'1/12" 2411/2411 1. kn 0 �:) 16. Concrete masonry units shall be ASTM C90-75,Hollow Low I-Bearing Concrete Masonry Units,Type 1,Grade N-1,normal weight,with a minimum compressive - I I For cause,upon notice,the documents shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elem4nts contained � ,� 20.5' N.P. N.P. N.P. N.P. N.P. �1 8"/12" 16"/24" 1 strength of 2,000psi(fin= 1,500psi). - -- - 0 P4 herein are prohibited without the expressed written consent of the engineer. ALL EXTERIOR HEADERS I (2)2x6-1/2] UNLESS NOTED OTHERWISE '� 215 1 N.P. I N.P. N.P. N.P. N.P. 811/8" 1611/16t' I rq �-4 17.Mortar shall conform to ASTM C270 and be Type S. ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE � 1 22.5' 1 N.P. I N.P. N.P. N.P. I N.P. 1 8"/8" 16"/ILJ �� M 4--...i C/� 2 1.These engineering documents have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineor has used 1; EXTERIOR STUDS SPACED AT GREATER THAN 16 ff o/c SHALL resources reasonably available to him,based upon the information relayed by the client,,to determine the appropriate wind speed and exposure for the spedfic site or 18. Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" 4 BE SHEATHED WITH MINIMUM L9tt(5v'NOMINAL)SHEATHING � mment GIS maps and/or satellite imagery,windspeed maps 32 9 DESIGN MEB location of the construction depicted herein. Those resources reasonably available may include local gove The Building Official I all verify the and I V. � WTTH VERTICAL APPLICATIONS& STUCCO FINISHES. published by the local controlling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. . I wind speed,exposure and other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing constru ion from them. 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified differently on the drawings. DRAFT MEB The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location informasio provided to him Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. MAXIMUM ON-CENTER STUD SPACING IS 16" WHEN USING 1-" by the client(or others),or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. .' I "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATI -1-1 IE 16 CHECKED EAW t, THICK WALL SHEATHING. �, 20.Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM Al 67 Type 304. SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE SCALE N.T.S. < >INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER I STUDS WITH MAX11\4UM ON-CENTER SPACINGS OF 6"OR 8" SPECIFICATIONS: MAY BE DOUBLED AND SPACED AT 12"OR 16"ON-CENTER, DATE 7.19.2016 STEEL . I I . RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED JOB NO. 16-170 WOOD FRAME WALLS �: 1. Steel elements shall be detailed,fabricated and erected in acco.dance with AISC"Specification for the Design,Fabrication and Erection of Structural Steel TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. SQ.FT. NA - 1.Unless otherwise specifically indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or-"platfo+framed")when Buildings,"9th edition. FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MA. NRY CONNECTOR SCHEDULE .0I Ill I fully-braced by an intersecting sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system and should not be ASTM 30 IMF L0C'ATI0N,11ExT1MoN0 pOUNDA EXT1,5TEM-WALL FOUNDATIOX,l VMU WALL TIE-BEAM /LINTEL I efds, er;10 . 2.Structural steel shall be ASTM A36,except as noted below: CLIP,TIE FASTENERS NAILS/SCREWS TO HARDWARE/ PIONO R#, J* used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall becontinuous and a)Pipe ASTM A53,Type E or S,grade B or STRAP or NAILS FRAMING MEMBERS CONNECTOR (SAE 101� MIN EMBED -MIN EMBED MIN EDCE MIN EMBED MIN /MAX EDCHMIN EMBED -F-EXE DI�5T \ 0*a 9 4 4 4#4 �Q uninterrupted between points of lateral support. I AIR DIt'. A op - - - � QEN ''# go b)Tube ASTM A500 H2.5 (5)8d PER END (12)16d ABU-44,-66 5/8" 5-1/2" f t12T 3" 12" 1--3/4"/6" N/A * W.& # 0 H5 (4)8d PER END � 4-1/4"w/MIN 4"w/2-1/2"SPC'G C.L.w/MIN * 0 nn Holuer"s 0 2.All top-and shoe-or sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete or masonry (10)16d/EACH LTT20B&DTT2 1/2"(EA) � 5-1/2" 12" 1-3/4"/6" 12" ' 'Oftb ' I i 2-1/2"SPC*G 2"w/4"SPC'G ... : 3"SPACING Prp e al fi n �r, 3.All bolts,anchor bolts and threaded rods shall be ASTM A3M unless indicated otherwise. H8 (5)1 Od x I-1/2"PER END - . shall be pressure preservative treated. MTS12 14)10d or 10d x 1-1/2"TOTAL (22)10d SINGLE MOT 5/8- 5-1/2" 5-1/2" 3� 12" 1-3/4"/6" 12" C.L. :* . . i 1 -.* ( 4 5-1/2" 9-1/2" 3- 12" 3-1/2"/4" 12" am a 2x(22)1 Od DOUBLE MGT (2)5/8- 1 C.L. I ,a a a 3.All vertical wall framing(studs)-including"jacks 11 and"trimmers"-through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plao(s)and/or table(s), 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM HTS20 (20)10d or(24)10d x 1-1/2"TOTAL (18)16d SINGLE HT716/4 5/8" 5-1/2" 7-1/2" 2" 12" 1-3/4"/6" 12" C.L. 4100 a 1�. 4� w/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)largarthan 2x6 shall be#2 A3 079 A3 6,SAE 10 1 8 and Grade 2 bolts. LGT2 (16)16d SINKERS TO TRUSS, al �ilillill, 111� 4 (14)16d SINKERS TO>&POST 2x(I 8)16d DOUBLEHTT16/4 (2)5,'8- 5-112" 7-1/2" 4" 12" 3-1/2"/4" 12" 1 C.L. 1*0 I % SYP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. H16,-16S,-16-2 (2)1 Od x I-1/2"TO TRUSS,(10)TO>/POST 2x(I 8)16d TANDEM]ITT 16i4 (1)5/8" 5-1/2" 9-1/2" 51, 151, 1-3/4"/6" NI A 11�� EV ^ IN 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. . MSTA12 (10)10d TOTAL - (32)16d Sinkers SINGLE HIT22/5 5/81, 5-1/2" 9-i/2" 2" 151, 1 1-3/4"/6" N/A or the same wall, except walls that - 51, I - 0.4-i 0 , 11 ications for grade and species of the studs specified f - 4.All required 2x blocking in vertical wall framing shall meet or exceed the specif MSTAIS (14)10d TOTAL 2x(32)16d Sinkers DOUBLE HTT22/5 (2)5ig" 5-1/2" 9-1/2" SEEPLAN N/A I . I - k 11 81, 1 .9, are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. CORROSION&DECAY RESISTANCE: MSTA24 (18)10d TOTAL (20)V4"-x 2-112"SDS SINGLE HDU8 7/8" 8" 3" 13-1/2" =1-1/2"/4" 13-1/2" =C.L. - . �K 1%%4 MST37 (42)16d TOTAL 2x(20)Y4"-x 2-1/2"SDS DOUBLEHDU8 (2)71- 8" 13-1/2" 3" 13-1/2" 1 3-1/2"/4" - 13-1/2" 1 C.L. SHEET � 5.In some instances,these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness ofthe wall as I-All structural members of wood or structural composite lumbei-either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony MST48 (46)16d TOTAL (30)Y4"-x 2-1/2-SDS SINGLE HMI I I I" 9" 151, 1-3/4" SEE PLAN N/A specified either in the stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thiclinesses: a)The boards/lumber,joists,posts,etc.-shall be pressure preservative treated to a level rated for the specific application. Borate-based treated wood shall not be used as/for MST60 (56)16d TOTAL 2x(30)Y4"-x 2-112"SDS DOUBLE HDU I 1 (2)]..... 1 15" 15" 4" SEEPLAN N/A thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall;b)The adjacent wall may be furrod-outto a thickness CS16 (30)8d or(26)1 Od TOTAL (36)V4"-x 2Y2"SDS SINGLE HDU 14 1" 9. 151, 3" SEE PLAN N/A � structural members exposed to weather or in direct contact with t-ie ground unless specifically rated by the manufacturer/treater and approved as adequate for the - similar to that of the column so as to conceal the thickness of the column within the wall;or,c)The column and adjacent wall may remain different thicknesses and the application. SPH4,-6,-8 (12)10d x 1-1/2" 2x(36)3/4"-x 2V2"SDS DOUBLE HDU 14 (2)1" 15" 15" 4" SEEPLAN N/A column"wrapped"with a finish material(i.e.gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,if none ofthe three ___ I HPAHD22 (23)16d (16)10d HGT2,HGT3 (2)3/4- 7" 11-1/2" 3" SEE PLAN 11-1/2' 1 C L. aforementioned options are considered to be practicat,the engineer may be contacted and requested to provide additional analysis to determine ifan angineered wood 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. LTP4 (12)8d x 1-1/2"TOTAL 1(16)10d I HGT4 1(2)34" 7" 19.1 - 13" 1 SEE PLAN 111-1/2" 1 C.L. FFICE Co (EWP)or structural steel column may be used within the allotted wall cavity. A35 (12)8d x 1-1/2"TOTAL "FRAMING"and"FRAMING-TO-FOUNDATION"CONNECTOR EDULE NOTES: GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF . f of 4 3-All fasteners(nails,screws,bolts,etc.)less than'/2" in diameter and in contact with pressure preservative treated wood shall be either hot-dipped galvanized(HDG)or META20 (12)10d x 1-1/2" (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIETRAY . 1)USE SIMPSON AT ACRYLIC TIE IWO-PART EPDXY FOR AT O-FOUND.CONNECTIONS U,N.O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) . sttinless steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility HETA20 (12)10d x 1-1/2" 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT,EDMCE, .)ARE MINIMUM DISTANCES U,N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESS FIELD FRAMING with the application and/or corrosive material. The exterior use( f any material treated with a pressure preservative treatment contaitiing ammonia shall require the LGT2-MASONRY (16)16d SINKERS TO TRUSS, 3)"DOUBLE"HOLD-DOWNS REQUIRE MINIMUM 8"SPACING TWEEN AIR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABL . /�=� r----z ) 4)EDGE DISTANCE DIMENSIONS TO BE MEASUP rr_=7 (7)1/4"-x 2-1/4"TITEN SCREWS TO WALL ,ED FRONI EXTERIOR FACE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND A asteners. The use of any ma erial treated with the pressure preservative treatment ACZA shall r@quire the exclusive use of SS CMU WALL TO THE<OF THE AIR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE . . Q� L L7_�=_J --I 1.Limited elements or areas of the design(s)depicpd within these engineering documents may include the label or reference"field frame"or similar. At these confined %lusive use of SS connectors and f MTSM16 (7)10d or 10d x 1-1/2"TO TRUSS, 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CU LOCATIONS ONLY IF THE MIN.EMBEDMENT is TO CONSTRUCTION. 0 V U� ----------.-.--.-.---....-....-.-.--.......-. locations the engineer has determined that it is unnkecessary to establish a demonstrable design for the specific application. These elements or applications may include Cqhnectors and fasteners. (4)114"-x 2-1/4"TITEN SCREWSTOWALL MEASURED FROM THE LOWER SLAB ELEVATION � I I L'� HTSM16 (8)1 Od or I Od x I-1/2"TO TRUSS, 6)ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDA E WITH MANUFACTURER'S INSTRUCTIONS& � stairs and/or landings,plant shelves,widows walk§,,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construction and/or - (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL DIRECTIONS REVIEWED FOR CODE COMPLIANCIE ' 1 4.Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAX,FIGD,etc.)connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. 1-116,46,13,46-2 (2)10d x 1-1/2"TO TRUSS, 7)ALL NAILS SPECIFIED ARE"COMMON"SIZES U.N.O. accessories. As such,the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or Uie only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. (6)1/4"-x 2-1/4"TITEN SCREWS TO WALL_ 8)MINIMUM ROD SIZE/GRADE,EMBEDMENT&EDGE DISTA E SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN CITY OF ATLANTIC BEACH ............................................_... her own design for elements or applications specifled as "field framing"or similar. The design(s)and execution thereof shall be in conformance with all applicable laws, FGTR (I 8)1/4"-x 3"SDS TO TRUSS, ON THIS CHART 1 (2)1/2"-x 5"TITEN HD's TO WALL 1 9)MINIMUM EDGE DISTANCES OF 4"OR MORE RREQUIRE N1 MUM 6"WALL FRAMING SEE PERMS FOR ADIDMONAL "I 11 I'll I -_ - rules,codes,etc. and shall be to the executed to the satisfaction of the Building Official. 1 5.Regular inspection and maintenance of wood,wood-based anc' metal products used in structural applications and/or used in outdoor or other potentially corrosive MSTAM36 (8).10d TO FRAMING, 10)MINIMUM 8"SPACING BETWEEN META-or HETA-ANCH S U.N.O. I 1(4)1/4"-x 2-1/4"TITEN TO MASONRY I I 1)MINIMUM I-1/2"EDGE DISTANCE FOR TITEN SCREWS � REQUIREM04TS ANI)COMMONS satisfactory performance. 12)MINIMUM 4"EDGE DISTANCE FOR TITEN HD's I - I I I I environments or applications is essential for continued,long-tem� 1, I ......................-.-.--.-.-.-...-....-.-.--..-...-...-.-.-..-..-----.-.---.. -- � - 11 __t__ � � a FILMEWED Br..,L/r. IDAT&2�- ., _aZ4-14 1, � I'll I � AA OLU, TH1j5 DOCUMENT, ALONG WITH AS,50CIATED DOCUMENTS, 13 AN IN9TRUYENT OF ENCINEER*j5 SERVICE FOR THE EXCLU,51VE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, ANDIOR ASj5OCIATED DOCUMENB5. MAY NOT BE U,5ED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRE,9,5 WRITTEN PERY1,58ION OF THE PROJECT ENOINEER IDENTIFIED BELOW. REV DESCRIPTION 2 3 4 ODS AT MAX.6'-8"o/c The CASTILLO ............. ---------------............ .......................................... ..................... .......... - - - --------------------- - Group ---------------------------- ........................... or ................................................................ GE01 AL A Florida Corporation Designers F ............... ---------------- ................... ........ Engineers ................ ............- 655o Roosevelt Blvd. ----- ....... ------------------ --------- .............. ----------- Jacksonville,Fl,32244 (904)772-6ioo Fl,COA No.29015 ------------ ...................... ....................... 1w ............... ----------------------- ------------------- ................ 2j. 24'-0" T01 ---------- ----------------- ............................. .......... ---------------------------------------------------------- ------------------------------------------------- ..................... V) % % % 0 ---------------- .............................. ........................... 0 0- -- ------------ x _Aj 4 U------- ,��T2 0: < 0 F _1 r- cl) "4v- __l:__ $T21 F w --- - --- -- --- ---- --- ----- L _jl L _J . 3'—�-—J. r—————— eof .................. .....................................---------- . ........... 0 *1 V 1 1 4_� 24"xNN16"W/ F F —1 345'S BOTH !t WAYS L _J (6)LOC TIONS, L $T41 EO I �T2 -I F -1 20 (CONVENTIONAL STRAPPING or RODS @ 61-811 O/(�' ,/--f--REFER TO ARCH. PLANS REFER TO ARCH. PLANS V 1 L _j L —1 --t- I - 0 V) C14 2nd F r2 LOOR STRUCTURAL PLAN U 31-1-611 11-011 JI) r2 z \,.�T2 0 U U_ 0: Uj 0 r6 r2 Uj $T2 T2 U_ LU T2 Tj2 , .40 j----- ------ - __A ZZ EMBED CAST-IN-P1,ACE........... RODS A]�' AX.6'-8"o/c W/(1) STRAP PERT/STI 1/21"DI:A.SJTUBBY BTWN.EA. 7'-4- 4'-0" 4'-0' 24'—0" ............ ................ ARCHITECTURAL PLANS MIN. DECKING INSTALLED @ 45' FOR ALI.PICKETS AND F01 4 DECKING SPECIFICATIONS. (2)2x8-CONT. ---------------------------- ................. .................. Tt _j FOUNDATION PLAN —011 00 OISTS 3/16 1 /416 O/C F02(12) ................... ............ -------------- .................................. .............. -------------------------- QW-CONT. (1)LUS28 OR (2)MSTA I 8's @ EA.#2 00 coo (1)LUC26Z @ SYP-PT 6x6 POST TO 0 EA.END OF 2PLY 2x8 BEAM W/(1) C EA.FLR.JOIST ABU66 @ POST BASE i� TO 2PLY 2x8. TO A.T.R.. DESION MEB (6)LOCATIONS. DRAFT MEB CHECKED EAW SCALE N.T.S. *POR'FAI,* (3)2x 12-1/3/2 *PORTAI,* OFFICECOPY DATE 7.19-2016 JOB NO. 16-170 F01 1'/ST1 SQ.FT. A A A jyA MIN.#2 SPF 2x6 MIN.#2 SPF 2x6 r; FRAMING PER STUD ED CAST-IN-PLAC FRAMING PER STUD E CSf1 C E CHART ON SHEET"CS" CHART ON SHEET ' 0 -Oo TRAP PER T/ST I n ALI G 441 2 0 n in I A FLOO STRUCTURALPLAN 1-011 3/1611 1 *E, WALL ANCHORAGE LEGEND N I L 5/8"DIAMETER THREADED ROD ASSEMBLY W/7-1/2"EMBEDMENT SHEET INTO FOUNDATION AND COUPLINGS AS REQ'D. 3"0NY4"ROUND HOLE WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. I"DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/6" EMBEDMENT AND 2"EDGE AT FOUNDATION AND 3"x3"xI0ga. SLOTTED WASHER(+FENDER WASHER)ATOP UPPER-MOST TOP PL.ASSEMBLY. 2 of TO I"DIAMETER HYBRID THREADED ROD ASSEMBLY. A DIAMETER ANCHOR w/6"EMBEDMENT AND 2"EDGE AT FOUNDATION,w/;-to-i REDUCING COUPLING TO J"DIAMETER FULL-HEIGHT THREADED ROD w/2"x2"xh"WASHER ATOP UPPER-MOST TOP PL,ASSEMBLY. DIAMETER THREADED ROD ASSEMBLY w/4"EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 2"x2"xi"WASHER ATOP 8 UPPER-MOST TOP PL.ASSEMBLY. 0 THIS DOCUMENT, ALONG WITH 7/16" THICK (MIN.) (24/16 SHEATHING THICKNESS Al"TACHIVIENT SCHEDULE HEADER, ADJACENT TO ASSOCIATED DOCUMENTS, IS AN SPAN INDEX) APA- OR TOP > - PER CALL x x x TECO-RAT M INSTRUMENT OF ENGINEER'S ED WALL SHEATHING SPH4-6-8 CONNECTORS AT T IOUT ON STRUCTURAL(1) ROW OF 8d NAILS 0 IR[1[1F SHEATHING *WALL SHEATHING" (3) ROWS OF PLAN. TOP >-TO-CORNER POST SERVICE FOR THE EXCLUSIVE USE 3.0 IIWIND O/C MAX.) /c AT TOP OF SHTN'G (IN TO ASSEMBLY AND OTOP(supported C 16" I(supported @ 24"O/C MAX.) 1\ >-TO-HEADER 0 MAX, 32"o/c. I(1) ROW OF 10d NAILS 0 8" AT THE PROJECT TITLED HEREIN. IC4 TOP >) AND AT BOTTOM OF D.C., STAGGERED SPEED& 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING** 10d NAILS i L Ilo AS SHOWN, EA SHTN'G (IN TO HDR.). NO CORNER OF IU(1) ROW OF.THICKNESS*** 0 4" 0.C. ADDITIONAL >-TO-HEADER IINT PERIMETER/HORIZ DNTAL VERT APP.W/ VERT APP. INT END EXP PLY. DOCUMENT, AND/OR ASSOCIATED kSPAN INDEX) STAGGERED, GARAGE. IZONE END ZONES APPLICATION OUT STUCCO W/STUCCO ZONE ZONE 10d NAILS 0 i CONNECTORS REQ'D w/ TRUSS I1 1/4" OFF I 5fE IDOCUMENTS, MAY NOT BE USED 6" 0.C. UPLIFTS <1,000#, FOR HIGHER II1 5/32" <OF 24. + + .1310" TOE- OR END-NAILS I7/16- STRUCTURAL G111 1 211 G"I 1 2" STAGGERED, IUPLIFTS USE CONNECTIONS AS (11) DIAG. BRACE OVER MIN. (4) IFOR OTHER WORK(S) OR -0 KiNG-STUD TO HEADER. II-RATED OS8 MAY (2411 G) (24/)G) (32/1 G) WITHIN 3/4" 2 SPECIFIED ON STRUCTURAL TRUSSES APPLIED TO BACK SIDE OF IWEB. CONNECT TO EACH TRUSS WEB PROJECT(S) WITHOUT THE BE USED I.L.O. MAX.) OF CENTERLINE PLAN. TRUSS TO >CLIPS TO IF THE INDICATED EMBEDDED 2xIO HDRS. USE (9) NAILS, I(suppored @ 24" 202 & ENG. WOOD HDRS. APPLIED TO FIR AG. BRACES IIONT SIDE i 15/32- E 115<132 mph 7/1 G" OF 2x4 ATHED STRAP(S) ARE NOT PROPERLY W/ (2) NAILS. INSTALL DI EXPRESS WRITTEN PERMISSION OF G111 1 211 G11101 MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING*' USE (12) NAILS. OF WEB ND OF CONT. LATERAL 0 EACH E I-RATED. W%TYRFCORNER 0 CAST-IN-PLACE, THEY MAY BE EXP.B,C,&D (24/1 G) II ----- THE PROJECT ENGINEER IDENTIFIED HORIZONTAL VERT APP.W/ VERT APP, INT RN-D BY THE FOLLOWING: BRACE LINES & 0 MAX. 20' IIGARAGE. (1) MSTA-SERIES STRAP 0 INT ENDS.APPLICATION OUT STUCCO Wit STUCCO ZONE ZONE I (1) HTT22 BELOW. I0 v i L6LH JACK-STUD TO.13W" TOE- OR END-NAILS-/ I1 5/32" 1 5/32" 1 9/32" IHEADER. 200 HDRS. USE IGill 1 211 GVG11 0 KING-STUD TO HEADER.I18" STRAPS, 2xI2 & ENG, Iv ESCRIPTION tII I 1 1/2- 1 1/2- 2 1 5/8-I202 & ENG� WOOD HDRS. IEld RING SHANK PER R803.2.3.1 OF '10 FBC--R: MIN. 0.113" IIIMIN. WALL SHEATHING & 1 92 V-r CO SO A2 USE (12) NAILS. ;1WkDDED STRAPS MUST IBLOCK ALL PANEL EDGES 1 (32/1 G) (32/1 G) (40/20), I Wr CO SW 214 I I m2 wr a 2xiO HDRS. USE (9) NAILS, WOOD HDRS. USE 24" INOMINAL. SHANK dio., RING dio, 0.012" OVER SHANK dio., 16-20 I IOF WALL SHEATHING. CON 11`4VUU:� LA RAL I/16- THICK (MIN.) (24/16 SPA*---_ BE INSTALLED W1 ADDITIONAL IIF LATE ST BE MADE OF INAILING MAY BE OVERRIDDEN RINGS PER INCH, 0,280-dia, FULL ROUND HEAD, MIN. 2" i..ENGTH. RING RODd- BRACE QUANTITY, AND II4k- INDEX) APA- OR TECO-RA ED PC. OF #4 REBAR PER IPER DETAIL B/STI, AT MORE BY REQUIRED SHEARWALL CONNECTIONS 0 STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL T BY---> LOCATION DEFINE SEE P/ST1 FOR BOTTOM CHORD SHEATHING-TO-POST W/MIN 8d's 0 12" O/C OR GYPSUM-TO-POST W/ SIMPSON INSTRUCTIONS. OVERLAPPING AT LEAST 2 TRUSSES ROOF SHEATHING PER W 2 NAILING (SEE F/STI). Q NS. JACK-TO-KING STUD Ii WALL SHEATHING W/ 3"/12"0/c TRUSS ENGINEER.!I EACH END OF WALL ASSEMBLIES. CORNER POST. ETC, ITABLE. W/PLY CLIPS BRACING REQUIREMENTS. MIN 5d's 0 4" O/C. IF MORE THAN 3 PLY'S ARE USED. 8d NAILING, EXCEPT WHEN NOTED. CONNECT TO EACH SEGMENT, WITHIN 2- OF*SPECIFIED NAILING REQUIRED FOR(4) .13W" TOE-NAILS 0 EA. TRUSS/ OUTER PLY TO SUEATHING AS RPFrIFIFD- BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF IIIJACK-/KING-STUD TRUSS MEMBER W/(2) II3 VIN, 19/32" RAFTER -TO-TOP PL. IN ADDITION TO EVERY PLY IN ADDITION TO 2 STHD14 AT CURB WALL IEDGES w/2x BLOCKING.ENGINEERED TRUSSES OR NAILS I(40/20) OTH 71LE CONNECTOR(S) SPECIFIED IN SCHEDULE ER (DTL 2/ST2)CONVENTIONAL (SOLID-SAWN) I (1) STHD14/-RJ CONNECTOR 0 LOCATIONS. EITHER IIOR MAY BE INSTALLED TO I4 ROOFINC% UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & FRAMING. SEE PLAN, LAYOUT NOTED OTHERWISE, RAFTER BEARING POINTS. SSEMBLY- ISSOCIATED DELEGATED SID. OF CORNER TO-F 0 IIENGINEERING FOR TYPE. MULTIPLE PLY POST CONNECTIONS JACK-/KING-STUD A ISIZE &' I �Rl` ASSEMBLY, III I 11. Ik NON-CURB WALL (DTL POST ASSEMBLY-TO- ILRU5S-T0-PL CONNECTORS ORIENTATION OF MEMBERS. 1/ST2) LOCATIONS.NOT TO SCALE FOUNDATION. (MAY BE USED IThe EXCEP-1 At--: ON I.L.5 WOOD*Tie RODS) :I -------------------------- ........... .................... ....................... ............ -----------...................... ixi...................... ............. -----------------.......................... ....................... .............. ............................. ...................----------------------------------------------------- ........---------------------------------------------------- --------------------------------------------------- ------A L I-" R 0 0 I: T I:?L) T 1 (2) 2x( #2 SYP TOP PL.. FASTEN PLIES ............--------------- ........................................ ..........----------i ,'I HAVE------------------------------------------------------------------------------ ---......... ------.......... TOGETHER w/ (2) ROWS .113110" NAILS 0 DOOR(S) SHAL BE+ ..........IATTACHED IT) H2.bA 12"o/c, STAGGERED. w/ MIN. 24* LAP IINTO EACH PLY OF SILL & HEAD(ER), EXTEND i ILENGTH OF CS16 STRAPPING w/MIN. (10) 10d rL10 TILL IQR + APPROPRIATE FRAMING MULTIPLE TRUSSES IHORIZONTALLY ACROSS STUD ASSEMBLY & IMIN. (12) 1310" NAILS IN EA, LAP. I IN I MAY USE PA51 or -68 STRAPS I.L.O. STHD's FOR TRUSSES 0 24- 0/C MAX Group SPH4-6-8 0 MAX 32"o/c 0 PL.-TO-STUDS BLOCKING. CONTINUOUS TO CORNER. FILLING ALL ACCORDANCE WITH- NOT REQ'D WHEN USING WOOD*Tie HOLES W/ 10d. (TYP 4 STRAPS 0 HEAD(ER) & (2)2x( BLOCKING (TYP). MATCH SIZE IAT STEM-WALL APPLICATIONS. ATTACH TO IIWOOD*Tie ANLRI APPLICABLE FRAM 16d or (2 10d I4 STRAPS 0 SILL) OF ADJACENT FRAMING(STUDS). IING W/ ............. ........................................... A Florida Corporation*TOENAILS TO TOP Pi ATE �,,,OT REQuIRED ANCHORING RODS PER DETAIL B/STI MAINUFACTURER'S TRADITI & L CANECTORS,TYPICAL EXTERIOR WALL 2x( ) #2 SYP SHOE PL. w/(2) ROWS ON TA INSTRUCTIONS & II0 P e R%O-N tOF .113W" 0 i2'o/c. STAGGERED. S MIN. 23 23/32" APA- OR TECO-R HEADER PER STRUCTURAL PLAN I SEE DETAIL C/STI FOR (VERTICAL) TYPICAL G4RAGE DOO M G FRAMING DETAIL U.N.O. Engineers EXT LL SPECIFICATIONS T&G DECKING (24*o/c STURD-I-FLOOR) W/ C14 HEADER-TO-STUD STRAPPING I2nd FLOOR WALL NOT TO SCALE SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. SPECIFIC I6"/6"o/c 10d NAILING & APPROVED ATIONS. ABOVE IT%CTION ADHESIVE. WALL SHEATHING 10 n Iac sonv 1 e, ATCH SIZE. GRADE & I FASTEN FLOOR 32244 1-3/4* Width Pieces:!AT EXTERIOR DECKS, LEDGER DECKING (PER A/STI)IIiSHALL MATCH JOIST DEPTH (MIN, (904)772-6ioo FLR STUD COLUMNS W/ ---------- Minimum of (2) rows of 12d (3-1/4") nolls 0 12" o/c. ADDITIONAL SPECS QUANTITY OF ALL 2nd IIISECTION (A/STI) FOR IITO LATERAL BRACE W/ITYPICAL INTERIOR BEARING WALL + +/ -SWB 2x8) AND BE ATTACHED TO EACH 9015 ICc== Minimum of (3) rows of 12d (3-1/4") noils 0 12" o/c for 14" & (4) 10d COMMON NAILS NAIL THRO IBLOCKING IN FLR SYS. FL CoA No.2 INT. I OAD STUD WALL SPECS UGH A.P.A. RATED SHEATHING 16"o/c (MAX) VERT. FRAMING w/ deeper. 2x4 PLANK ORIENTED.1 p TENED TO I IINTO FRAMING W1 8d AT 3" O.C. AT ALL AND W/ Ist FLR-LEVEL /+ )4"clio. SIDS-SCREWS - 3' LONG IF ns require an additionol row of noils When nc STRUCTURAL PLAN(S) 1� (1. LATERAL BRACES 0 24"-EFFECTIVE PL.HT.(FT)I ALLOWABLE STUD COLUMN U.N.O.- WEB W/.11310" o 65 IEDGES AND INTO EACH PLY OF EACH iiDIRECTLY ATTACHED TO FRAMING, Is smoller thon specified oboye (min. 0.128"X3").;==I i 2x4 DIAGONAL TO 8'-1 -D0 16 O/ Ii % Ii IDOUBLE INTERIOR PLATE, 12" O.C. O/C. T-BRACE TO BE O/C TOP AND BOTTOM.Noil from BOTH SIDES of 3-ply members FASTEN TO FLOOR TRUSS TERMEDIATE FLOOR SYSTEM 13-i/2* LONG IF ATTACHED/8"I 2x4 92 SP7F STUDS 0 16"O/ IELSEWHERE. ISAME SPECIES AND!iTHROUGH SH 3-1/2* Width Pieces Aba 4- 1-3/4 2x6 i2 SPF STUDS 0 12"0 1 APPLICABLE TO MULTI-STORY BUIL ITN'G, Width Pieces: 12- O/C, DIAGONAL TO 18'-7-1 W/(3) 10d COMMON W Io/c stog 0 i I IONLY. SEE PLAN, LAYOUT, OR i FOR OTHER UPLIFT HARDWARE AND TQUANTITY OF SCREWSv Minimum of (2) ro4is?" /?" bolts 024 BRACED. SIZE OF MEMBER TOE-NAILS. BRACES TO GRACE TO ASSOCIATED DELEGATED ENGINERING FOR 2x STUDS ICONNECTIONS, SEE TYPICAL WALL :2x8 LDGR: (6) SCREWS 12" AS SPECIFIED BY TRUSS EXTEND INTO FLOOR LATERAL BRACE t2xi COMMON NAILS I7 1 x4).DS TO 1st FLR TYPE, SIZE & ORIENTATION OF MEMBERS, ISECTION AND TYPICAL HEADER WO LDGR: ER TABLE, 12" DESIGN ENGINEER MIN. M (1) BAY. W/(3) 1 Od ------------------ SYSTE BRACING, BLOCKING &INSTALLATION FRAMING DETAIL. LDGRv tM SCREWS LATERAL BRACE LOCATION STUDS (OR BEAMS) W/ CS16 STRAPS DETAILS. AT EACH END (28" + DEPTH OF FLR SYS. IN LENGTHJ) IIMATCH BRACE LOCATION;TRUSS-TO-LED IRQT 0 MAX. 32"o/c w/ (11) 1Od/END, (2)2x( HEAD AT DOUBLE INTERIOR I #2 SYP LEDGER FASTENED TO 16"o IGER IAND SILL ISILLS/PLATES/BLOCKING. NAIL FIRST I (MAX) STUDS W/.131x3" GUN NAILS 0 EA \ON TOP CHORD. MINIMUM WALL STUD I CENTERED ON FLR SYS., TYPICAL, INT. (TYP) IPLATE TO SECOND PLATE W/(2) ROWS STUD-EXTEND TO STUD BEYOND L kST TRUSS. NN IIISPECIFIED IBY TRUSS& EXT. WALLS. NOT REQUIRED WHEN 12d COMMONS AT 8" O.C.SIZE, GRADE, SPECIES & INTERMEDIATE FLOOR SPACING ENGINEER. SYSTEM USING WOOD*Tie ANCHORING RODS PER TYPICAL, U.N.O. SIDE PANEL HEIGHT TO DETAIL B/ST1 IIIIWIDTH REQUIREMENTS TRUSS LEDGER & CONNETON SCHEDULE vi PER TRUSS) IIPT 2x( #2 SYP SHOE PL.. IIFASTEN EXT. WALL SHEATHING h (ft) MIN. w Rv# 0-776..........2x 5 W/(5) NAILS 0 EACH STUD. ICEILING LINE ISPH4-6-8 0 MAX 32"O/C 0. & RIM or 7' 2'-1 TRUSS WEB REQUIRING t5KAtINV- IRv# 777-1241.....2xB WA8) NAILS 0 EACH STUD,IPL-TO-STUDS - NOT REQUIRED tECTION OF MULTIPLE PLYS&IV-8 1/7 i ,RIBBON W/ PRESCRIBED "EDGE NAILING" 6' iRvi 1242-18622xI2 w/(12) NAILS 0 EACH STUD] IIIWHEN USING WOOD*Tie ANCHORING I7'7-5-- IISIZE/SPACING. SCL BEAMS U.N.O.RODS PER DETAIL B/STI. ILEDGER DEJAIL ST1 I4' V-2 1/2" IIIIItFLOOR EDGE NOT TO SCALE IWITH 4" BRICK VENEER EXTERI NOT TO SCALE .............................................. TRUSS ON PARALLEL END WALL (NOTE:FINISH, ADD CORRUGATED GALV. ...................... ................. ..................... ....................................... ...................................................... ............................. ........... - -- ----------------------------.......... - --------------- -------- ---- ------------- --- RIBBON ON FLOOR TRUSSES NOT SHOWN IFOR CLARITY.)BRICK TIES 0 24"o/c HORZ. & RGOF/FLOOR 1/2"dia X 7" EMBEDMENT I16"o/c VERT. BRICK TIES MUST I (1) HTT5 TO ATR (TYP). HEIGHT-LIMITED TF USSES (2) #2 SPF 2x4 0 EA. CORNER ICAST-IN-PLACE "J" BOLTS OR APPLICATIONS MAY USE. I.L.O. EACA ROOF/FLOOR SHEATH SINGLE TRUSS HTN'G TO II.L.O. 44 POST, (3) #2 SPF 2x4'S 1/2"dia X 6" EMBEDMENT IHTT5, (1) PHD6 OR (2) PHD2's. IF WALL STUDS. ----------------- ------------------------------- ---------------- 0 CORNERS DIRECTLY BENEATH EPDXIED ALL-THREAD RODS W/ FOOTING (SEE TYPICAL WALL SFCTION) PHD2's ARE USED, MATCH HTT4 ATR I '! x BEAM WHEN 6x6 IS REO'D. BRACING NOTES: SPECS. IF OVER 1st FLOOR BEAM, C) I............ -------............. ---------------------------- -------------------- ---------- ----- --- -------------- 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O.1 2X4 #2 SPF LEDGER IWALL SHEATHING PER TABLE 2"x2"xi/8" WASHERS 0 24"o c. STRAP TO BEAM w/ (3) CS16's (3ply HTT16 & 5/8-04-1/2- EMBED 2. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS IIEND POSTS REQUIRED). EPDXIED ALL THREAD 0 EACH SEE SILL PL. SHEAR CONNECTOR (4) .131 X 3" TO EACH INTERSECTING IDETAILS PRODUCED BY THE TRUSS ENGINEER.3) 131 x3"MONOLITHIC-STYLE FOUNDATION ET(S) II ALTERNATIVE AS SHOWN ON ------- ....... QR SHOWN. SEE SHEET ST2 FO SWB SPECIAL SHEARWALL DETAIL R 3. ALL FASTENERS SHOWN ARE .13W" NAILS,NAILS 0 EACH STRUCTURAL PLAN.WHEN USING WOOD*Tie RODS. 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE I CONTINUOUS LATERAL BRACE REQUIREMENT. USE WHEN BOTTOM TRUSS OR I5. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION.LEDGER TO APPROVED FOUNDATION NOT TO SCALE ItITYPES/STYLES. DIFFERENT HEIGHTS BLOCKING. --------------------- ION OPPOSITE SIDES BEAM-STRAP PER N/STI UON OF WALL. /16- A.P.A. OR TECO RATED 7 TYPICAL ONE- & TWO-STORY WALL DETAIL SHEATHING W/6*/12"o/c 8d IPERMANENT ROOF & FLOOR LATERAL BRACING(4) 13W" TOENAILS NAILING - 4 SIDES NOT TO SCALE 2x4 #2 SPF BLOCKING 0 I NOT TO SCALE I 24" O/C. REDUCE 5" < i I (B AX I SPACING TO 16" o/c FOR T. SHEATHING/POST EXTERIOR WALL. ISW2 AND 12" o/c FOR SWI.LOW-CARBON STEEL NUT FOR Y2" AT ROOF SYSTEM - OUR 00 WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYP OUTLOOKERS,.............. --------------------------------- .............o ------------------------- ----------------CONNECTED TO WALL IABOVE ROUND "FENDER" WASHER �10 II PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS-.< 16 0 24 o/c W/IOVE M I........ ------ PER STRUCTURAL TRUSS IS LESS THAN THE MINIMUM ON-CENTER I.............. IEXTERIOR WALL (1) H5 OEACH OUTLOOKER TO TOP 3"x3"x9/64" SLOTTED STEEL WASHER.-, ISW (TYPE) IROD T DETAILS. SPACING INDICATED FOR THE "X*-BRACING, A CHORD OF GABLE TRUSS OR END I WASHER CAN BE TOTALLY SU THICK (24/16 SPAN INDEX) APA- OR IPPPRTE6 BY BOXED COLUMN MAY 8L SINGLE "X"-BRACE AT THE PEAK MAY BE USED WALL TOP >.0 BE POSITIONED SO THAT SQUARE -- ------- -------- MIN. 7/16 I : I DETAIL TO BE FOLLO ATIONS WHERE USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) -X--BRACES MAY OVERHANGS 116't->24", 0 16"o/c TECO-RATED WALL SHE T�j ALL LOC ;IWED TOP PL.. EXTERIOR WALL RUNS BE fEEN TWO PARALLEL TRUSSES.FRAMING MEMBERS & BLOCKING PER TABLE BELOW. BE OMITTED AT THE CONTRACTOR'S DISCRETION,IBOXED COLUMN DETAIL 00 (2) H5 GEACH OUTLOOKER TO TOP Q T ABOVE WASHER TO 30-35 BLOCK ALL UNSUPPORTED PANEL EDGES W/MIN.III2x4 BLOCKING. NOT TO SCALE FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS OR END II2x4 BLOCKING AT OF GAR[F WA I 4YALL TOP >. A'-n" oF rugi r IFOOT-POUNDS AT TIME OF INSTALLATION FA TEN ALL ROOF SHEATHING ITRUSS BLOCIKING DETAIL 'M M ALL ROOF WITHIN 4'-o" TO AL I2piy MIN. STUD END POST (PE ROT-M SCALE I (AFTER EPDXY CURES). R ISHEATHING PANEL EDGES "THIN L SUPPORTS W/ ALL SUPPORTS W/8d ISTRUCTURAL PLAN) 0 F IIIS __j IHEAR-WALL U.N.O.. SEE DETAIL D T! 4*-O" OF GABLE WALL. 4"o/c 2x #2 SYP BLKN'G BTWfl NAIL!_____ _jNAILS 0 ... ........... ............. ------------------------------------------------- ..............................................................................................IP In i OUTLOOKERS w/ .1310" OR ATTACHMENT OF POST LY M ItITOE-NAILS 4 0 6"o/c TO*ATR MAXIMUM OUT-OF-PLUMB I1/2" WOOD*Tie (3) TO NA IUI` (.;HORD or TOP > :��i ,i",,,'I FLOOR LEVEL - WHICHEVER IS LESS. HEADER AL DROPPED (-3-h-) TOP CHORD I2x4 BLOCKING AT ALL ROOF BLOCKING-TO-TRUSS SHEATHING PANEL EDGES WITHIN CONVENTIONAL OVERFRAMING CONSTRUCTION NOTES WOODOTIo ROD PLAN OR TRUSSLAYOUT KiING-STUD ASSEMBLY #2 SYP DBL )P CHOI PROVIDE FULL I11K --2x L OR T BRACING ON VERTICAL TOLERANCE: PER FOOT OR 2" PER ROD U.N.0,5-1/2' 1 PER STRUCTUR 0 OUTLOOKER Ii 4'-O" OF GABLE WALL.AT OPENINGS MAY SERVE IWOOD TIE ROD PER TOP > IWEBS AS SPEC'D BY TRUSS ENGINEER.-------------j L ................................... i I .AS END POSTSAT I #2 SYP VE 2x�/STI .0 (3) .131x3t" TOE- USE 2x6 #2 SYP/SPF RAFTERS @ 24" O/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .131x3" TOENAILS. ION MIN, ONE PLATE. B TO MIN. 2x4 #2 SPF 0 MAX. 24"o/c NAILS 0 RAFTERS SHEAR-WALL ENDS LAT 0 TV bi NAILING INTO TOP PLATE IOUTLOOKER-TO-TRUSS TC IVALLEY NA I .113W" NAILS 0 6"o/c FROM BRACING ILER - USE GNE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w/ (4) .1310" NAILS, IW i(3) .1 31 x3" NA IP IINSTALL DBIL 2x T 11-NAILS PER END TO WEB. ABSENT OF SPEC(S) ON RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES 0 4' O/C (MAX HEIGHT 6'-3"*). �11�1(2)MSTA24 WA9PCV t SEMBLY AOLD-DOWN AT BLOCKING IN EACH END OF EACH = Li EACH 5-1/2- (AX TRUSS ENG., REFER M "EXT. WALL RIDGE CRIPPLES - 2x4 #2 SPF 0 2' O/C (MAX HEIGHT 6'-3"*).ISLOPE TO MATCH ROOF PITCH,I2x4 #2 $YP "X" BRACING. STUD SCHEID." ON STRUCTURAL OF SHEAR-WALL, PER IFIRST TWO STUD BEAM TO POST. LOCATE I j . *IF 1x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .131xY NAILS 0 4" O/C (MAX HEIGHT 9,-10"). INTERMEDIATE SHEAR ASSOCIATED TABLE. SPACE . MATCH /HEIGHT 2x STUDS CONTINUOUS FROM FLOOR EQUALLY EACH WAY AS SHOWN BELOW. EXTEND 'X' DRAWING, USING WEB LENGTH Iry INVER DIATE FLOOR FASTENERS, PER DETAIL ADJAC NT SYS7 *IF 2x4 T-BRACE IS AT / .131x3" NAILS 0 4" O/C (MAX HEIGHT 11'-2"). I-APPLICABLE % VE BRACES INWARD MIN. 8' FROM GABLE WALL AND I.L.O. >HEIGHT. DOUBLE AND/OR SYSTEM TO UNDERSIDE OF DBIL TOP > ...............LOW-CARBON STEEL 11 To MILIETI-STORY A/ST1 TABLE, TYP. tFRAMI PER............. SIZE DE/ COUPLER w/MIN. SMID"ONLY. ------------------------- 'At� Li.-- TOP VIE* OF MAINTAIN MAX o/c SPACING WHEN STRUCTURAL PLAN. ------ ....... S I NAILS FM Ek SIDE OF "X* BRACING. MIN. (3) EVENLY TOE- IAI 'O EAC TR TOP CHORD. PT #2 SYP 4x4 POST E. D "X* BRACES PER GABLE END. WEBS EXCEED SPACING SHOWN ON TUD HEDUL ATTACH CRIPPLES TO RA IFROM EACH WOOD*Ti I -COLUMNS TALLER THAN 10' OR IR OR RIDGE W/ (3) .13lx3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ (3) .13lx3" TOENAILS. ROD. IITHOSE SUPPORTING ENGINEERED ENGINEERED ROOF TRUSSES IRIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). (OPTIONAL, e IMAX. "X" BRACE SPACING- §RbRWbLTOP CHORD GABLE ROO Cn REVD) ER SILL !� U INTERMEDIATE SHEAR FASTENERS, P 1/2- dio. WOOD PRODUCT: USE PT #2 <4A2 PITCH - 8'-O c TRUSS LOCATE AS ii i _(2) MSTA30 W/(24) 10d JENTIONAL RAFTERS/JOIST.. SH LE ON S-SHEET(S). I t I NAIL RIDGE ENDS TO COMMON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END W/ (3) .131xY TOENAILS. WOOD*Tie Rew NAILS NAILED TO PLATES I4,42 <312 PITCH - 6'-O o c IWOOD*Tie RODS Y2"dia. SYP 6x6 POST. (U.N.O. ON 7/16- THICK (MIN.) APA- IU.N.O. FRAMING W/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. A307 THREADED STEEL RODS AND BLOCKING ON INSIDE STRUCTURAL PLAN) ATED WALL SHEATHING.TECO-R IF '*VALdQNVF1103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. IWOOD*Tie ANCHORING RODS Y,(-ATR-) LOCATED AT TRDTN'L IVITIL CONNECTORS -------...... ................. .............. ...................... SEE TRUSS DETAIL IMATCH NAIL SIZE/SPACING y IICORNERS, EACH SIDE OF EAR-WALL HOLD DOWN IN IDESIGNATED FOR WALL BELOW OPENINGS LARGER THAN 6'. ADDITION TO ANY RODS USED FOR UPLIFT. ILn In ------------------------- ---------------------- ........ --- ..........------------------------------------------------------------------------ ..................------------ ---- --------------------------------- ---------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------- II74 #2 SYP LATERAL BRACING GABLE. BLOCK ALL PANEL EDGES. tINDEX" SHEATHING 1/4* FROM EDIATE AND 6'o/c (EXT. WALLS) or IAMED IIIBALLOON FIR IPOST TO SLAB CONNECTION WITH W/(3) .113W" NAILS INTO EACH MATCH EDGE NAILING MATCH EDGE NAILING SILL PLATE 4'o/c (INT. WALLS) I .... ----- ........ 2x4 #2 SYP "CATS"O IPATTERN FOR PATTERN FOR BOTTOM OF SHOE PLATE FOR TRUSS BOTTOM CHORD. MATCH CN x SHEAR BEAM ABU44 OR ABU66 W/(12) 16d CONNECT END OF LATERAL UNACL IQ BALLOON FRAMING MAY BE USED WITH 2x SYP CONTINUOUS ----------------------------------------------X 12"o/c ATTACHED TO -71-----------------------------------TOP >OF FROM (BEL MOISTURE PROTECTION AND TO THEREAFTER. SEE DETAIL ISPACING & LOCATION OF EIT��R ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW(BEL SPECIFIED SW 8d COMMON ND OF EACH SHEAR-WALL SEGMENT ABOVE & ATR OR (1) HTT16 & ATR. BLE TRUSS W/ 1 I I CREATE OVERLAP ONTO DOUBLE F/STI FOR USE AT ENDS OF 1E* OF i It FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN I Up AT SHEATHIN k-W TOP TOP )�S W/(4) 12d IADJACENT"X" BRACING. Lj SEE TABLE FOR SPACING I (2) H2.5's. H5's OR EO. SHEAR-WALL TO ADJACENT, PLATE 0 TOP OF WALL, SHEAR WALL SEGMENTS. NAIL CHORD OF INDI CHORD OF INDICATED ATHING TO APPROVED ISHEAR-WALL Ist-FLOOR WAR-WALLS 2nd-FLOOR SHEAR-WALLS FRAMING MM BE CONTINUOUS FROM THE CATED IPARALLEL TRUSS. ADD .131 ITRUSS CONNECTION, IATTACH TO I2x STUDS CONTINUOUS FROM IATTACH BOTTOM CHORD OF GABLE FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. f x 3* NAILS FROM TRUSS BC IEACH FASTENERS AND DESIGNATION i I z 1-i-BE -FLUSH- W/SLAB EDGE. PANEL PANEL TRADITIONAL WOODelle TRADITIONAL WOOD*Tie ADJACENT, AND CONNECTED TO, TO THE ADJACENT TRUSS W/ FLOOR SYSTEM TO BOTTOM CHORD TRUSS TO TOP >ASSEMBLY w/ TO 2x AND FROM 2x TO SPACING. I EDGES FIELD HARDWARE RODS HARDWARE RODS UNDERSIDE OF THE OUTLOOKERS ABOVE. [E A 3 Od CO ON IOF GABLE TRUSS. SEE ITOP > - MATCH EDGE I.13W" TOENAILS 0 6"o/c & EITHER PLIED TO TOE-NAILS.FASTEN STUD PLY'S STRUCTURAL PLAN. GABLE TRUSS IS USED, IT MAI BE AP NAILING PATTERN FOR MSTA12 STRAPS 0 48"o/c OR LTP4 WALL SEGMENTS >-15'LONG: WALL SEGMENTS > SPECIFIED SHEAR-WALL. 2x SW AIL WALL SEGMENTS >(2) CSIt's ACROSS THE INSIDE OF THE WALL STUDS AND THE B.C. i�IPLATES 0 32"o/c.IID-STI. U I i i I " -----------REQ'D. WALL A I I At.NLID TO EACH STUD WITH (3) .131 MUST MATCH OR EXCEED I6"o/c 12*o/c NONE REQ'D. 15' LONG: NONE FLOOR SYSTEM TO 15' LONG: NONE ENCLOSED WALL X 3* IENG. TRUSS ENG. TRUSS ENG. TRUSS SEGMENTS < 15' LONG: (1) REO'D. WALL I C SIMPSON "AT" (ACRYLIC TIE) COLUMN BELOW wl SEGMENTS < 15' PLATFORM FRAMED Z (D I /\X\ AND THE T.C. TO THE TOP PLATES W/.131 X LENGHT OF SHEAR-WALL.2-PART EPDXY, INSTALLED Li FOUNDATION HTT16 OR (1) PHD2 SEGMENTS < 15' II3" 0 4"o/c IN (2) STAGGERED ROWS. 00 LONG: (1) h'dio LONG: (1) )�"dio SHEAR-WALL - CONSTRU PARTIALLY 1st FLOOR I *0 BOTTOM CHORD OF GABLE TRUSS MAY BE SHEAR-WALL - CONSTRUCT MONOLI THIC-STYLE * Ic 8"o/c ��11 1 0- PER MANUFACTURER'S ENCLOSED b 00 HOLD-DOWN AT BASE FLAT, SLOPED. OR COMBINATION THEREOF. IN IF 1st OUTLOOKER IS 7H tIWOOD*Tie ROD WOOD*Tie ROD IPER SPECIFICATION. EITH PER SPECIFICATION, Ell OR BOTH SIDE(S) MAY BE tOR BOTH SIDE(S) IFOUNDATION PLAN FOR BE CONTINUOUS FROM FLOOR BELOW TO TOP EDGE OF 2x NEED NOT I------------------------ ISHEATHED.SHEET ST2 FOR I ................ ------------------------------------------ ........................... BOARD, DOUBLE Ist SHEATHED. � i BE FLUSH WITH EDGE I.....................Uj 0 U-j ENCLOSED WOOD*Tie ROD FLOOR SYSTEM TO WOOD*Tie ROD SIZE) :� �:INSTRUCTIONS, U.1 ii i i \, \:�, -FQUIINU (SEE M/t-- I FOR CLARITY, SEE ISW2 (1) HTT4 OR (1) PHD2 (1) Y2"dio (2) CS16'?ACROSS (1))�"dio ---------- ------- .......... &L INSTANCES: VERTICAL WALL FRAMING MM > 32" FROM FASCIA MAY BE--------------------------- + OUTLOOKER ONLY.APPROVED FOUNDATION I4"o/c 12"o/c PLATES IMMEDIATELY ADJACENT. AND OF TOP >. IIHEADER OR STUD IE CONNECTED TO. BOTTOM CHORD ABOVE.TYPES/STYLES. COL. BELOW w/ 1st IIPARTIALLY FLOOR HOLD-DOWN & BEA THIS DETAIL PROVIDES AN�ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA IENCLOSED 4'o/c 8"o/c 0 AT BASE SHEAR-WALL TO A HORIZ TAL (ROOF OR FLOOR) DIAPHRAGM VIA M AN ENGINEERED TRUSS, MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND AY BE USED I.L.O. FRAMING THE !@CHANGE IN PLATE HEIGHT FRAMING DETAIL U-NO.(1) %"dia WOOD*Tie (3) CS16'*ACROSS (1) %"dia WOOD*Tie II(1) HTT5 OR (1) PHD6 SHEAR-WALL CONTINUOU 0 THE UNDERSIDE OF THE HORIZONTAL SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SWI IISHEATHING. THIS DETAIL 1 NOT APPLICABLE WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL MIN. 2" EDGE--j ENCLOSED ROD (MATCH HTT22 FLOOR ATEM TO ROD NOTTO SCALE NOT TO SCALE I , 3-o/, 12"o/c TYPICAL GABLE-END FRAMING DETAIL U.N.O.DISTANCE S-SHEET(S) FOR SILL PL.-TO-FOUNDATION EMBEC./EDGE DIST.) HEADER OR STUD (MATCH HTT22 ROOF FRAMING IS USED. ROOF FRAMING IS USED. Li -------------------- ----- ---------------------------ACHORAGE WHEN USING WOOD*Tle RODS. w/ 3'-x3-xY4,- COL. BELOW wl 1st EMBED./EDGE DIST.) ---------------------------------------------------------------------------------- ------------------- ---------------------------------------------- --- NOT TO SCALE------------------------------------------- -----------------------------------------------------tRTIALLY ROUN -HOLE WASHER FLOOR HOLD-DOWN w/ 3%3%Y4" IFOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING 00TION #1 OPTION # ATBASE ROUND-HOLE -------------------- ......................... ....................................................... .................. ------------------------------------------............................................SUM CLN'G DETAILS FOR MAXIMUM o/c 11 NCLOSED 3"0/c 8"o/c ON CONSTRUCTING A GYP ......................... .......... .................. ..............---------------------------------------- ........................................ ............................................... ......... ---------------------------------------------------------------------------------------------........... INTERIOR SHEAR-WALLS R#4NING PARA41LEL TO TRUSS ABOVE INTERIOR SHEAR-WALISR-04NING PARALLEL TO TRUSS ABOVE WASHER SPACING OF BRACING. 0 IDIAPHRAGM. REFER TO REPORT ICC ESR EXTEND HEADER TO KING STUDS WOOD*Tie DETAILS & SPECIFICATIONS MIN. �115) 8d NAILS EACH END OF EACH STRAP. SUM BOARD ch V..- 0 SEE H.I.B. '91 ond BCSI 1-03 EXTEND ONE STUD TO TOP OF 6LL UNDER-EAVES (SOFFIT) TO INTERIOR & EXTERIOR APPLICATIOII FOR ADDITIONAL ENGINEERED MATCH EDGE NAILING NOT TO SCALE HEADER, INSTALL REMAINING STUDS::NOTES-* I HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16- THICK APA OR TECO-RATED WALL BE EITHER VINYL SOFFIT WOOD TRUSS HANDLING, AS JACK STUDS AND STRAP EACH PATTERN FOR ROOF/FLOOR SHEATHING SUCH ON THE STRUCTURAL PLAN. I2x4 #2 SYP NAILER TO SHEATHING ONLY IF IDENTIFIED AS MATERIAL, RATED & INSTALLED SPECIFIED S,W(BEL ........LI oe INSTALLATION AND BRACING oo i -------------------------- 0 BOTTOM CHORD OF TR I2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12*x12" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN, FOR THE APPLICABLE DESIGN '00'' HEADER PER STRUCTURAL PLAN. AT SHEATHIN TOP 0 SIDE (1) MSTA24 PER PLY. o I W/ 10d COMMON 0 3*o/c. PROVIDE FULL-DEPTH -WALLS SHALL BE MIN. 48" LONG MIN. (24) EVENLY-SPACED 10d NAILS. 16" II ID. TRUSS CONNECTION. DIST WINDOWS. W/ (2) .13W" TOE-NAILS PER EN 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED, ADD (2 APPLICATION, QIL %" THICK IMAX 7/16- THICK (MIN.) (24/16 BLOCKING BETWEEN J 7/16- THICK WALL -TOP PRESSURES FOR THE SPECIFIC CHORD OF I ATED 2x #2 SPF BLOCKING, AS REUD FOR RAIDIUSED 3) TOP PL. SPLICES IN SWl & SW2 DESIGNATED SHEAR MSTA24's (ONE EACH SIDE OF >) CENTERED ON Ix4 SYP CONTINUOUS BRACI G Cf)MIN. W1(2) 10d TO EACH TRUSS. C--FASTEN TOP PLATE TO HEADER ITRUSSES ABOVE Ist STORY HEADER, ADJACENT TO EACH SPLICE. (MIN.) APA- OR TECO-RATED OR -WALLS, ATTACH I TECO-RATED WALL DO NOT SPLICE - OVERLAP SHEAR A QR SPAN INDEX) APA R CALL �1* V/(2) ROWS OF III NAILS 0-SIDING w/(1) ROW OF Bd TOP PL. - PE SPH4-6-8 CONNECTORS 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR SHEATHING w/6-/6-o/c 1 / 3 / 2 ISHEATHING TO BLOCKING SHEET 2 EMBEDMENTS (INTO LINTEL OR TIE-BEAM) INCREASED TO 12" FOR 1/2"dio AND 15" FOR 5/8"dia RODS. 6d NAILING. B JOINTS MIN. (2) TRUSSES, 3 o/c (TYP).OUT ON STRUCTURAL 0 TOP PL.-TO-HEADER 0 I SHEAR-WALLS WITH MINIMUM ATR LOCK ALL -I ENG. TRUSS SHEATHING w/ 3"o/c 8d OF AX EXTEND BRACING TO END OR I ......................................NAILS 0 3"o/c AT TOP SEE CALL- 16" MIN. FOR STORY W/8d NAILS 0 6"o/c AND SHTN'G (IN TO TOP >) AND AT 32"o/c. 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNlIED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM NAILING. BLOCK ALL DESIGN RW OR 2 STORY ATTACH SHEATHING UNSUPPORTED PANEL ------------------------------t M IPLfN. MAX. ABOVE. REFER TO UNSUPPORTED PANEL EDGES. OU 1 I � II ISM BRACED WALLS & ATTACH. STRUCTURAL 24" MIN. F BLOCKING TO TOP PLATE BOTTOM OF SHTN'G (IN TO HDR.). DETAIL W/STI FOR OPTIONS.. ON FASTEN SHEATHING TO HEADER W/L I I IL T SPER w/0.131"x3" TOE NAILS 0\,- , I 8d NAILS 1 3 GRID PATTER AS 4-O/C IN (2) STAGGERD NO ADDITIONAL PL.-TO-HEADER IOPENING. COMMON 0.3*o/c. DRAFT MEB CONNECTORS REO'D TRUSS SHOWN & 3"o/c INTO ALL FRAMING ,3:CI ojoi TYPICAL SHEAR-WALL ASSEMBLY DETAIL SHEAR-WALL CONSTRUCT I3Ix3* TOE- OR ; i j ROWS, 7"/7"o/c 5d COOLER MEMEBERS (STUDS. BLOCKING, AND I.1 o I ISILLS) (TYP). 00 IF THE INDICATED ATTACH SHEATHING SHEATHING BE ON OPPOSITE DOUBLE TOP UPLIFTS <1,000#. FOR HIGHER 6D-NAILS 0 KING-STUD ACING IS CHECKED EAW PER SPECIFICATION.1�,NAILS OR #6. I-A"UPLIFTS USE CONNEC71ONS AS NOT TO SCALE OF__TO HEADER. 2x6 HDR. D >SPECIFIED ON STRUCTURAL PLAN RYWALL SCREWS, E BOTTOM OF THE EMBEDDED STRAPS ARE I TO TOP >!S W/ Eld SIDE OF WALL OF BOTTOM WALL .......... .............. ................. .............. ......................... ------- ...................................... I.............. CHORD NAILER,I I BOTTOM CHORD (AND, COMMON 0 3 o/c.USE (6) NAILS. 2x8 & I ...........------------------------------------------------------------------ ------------------- ........................................... CAST-IN-PLACE AT 2x1O HDRS. USE (9) TRUSS BOTTOM CHORDS MAY INTERMEDIATE (NON-CORNER)- OR WINDOW HEAD APPLICA LE IIIQ SUM CLN'G SCALE N.T.S. .13lx3" TOE NAILS, 2xI2 & ENG. BRACED BY EITHER METHOD PORTAL FRAME DETAIL. MATCH IIFOUNDATION POUR.END -STUD WHEN WINDOW DOESN'T A T (1) WOODOTie ROD ADJACENT TO IIS ATTACHED TO THE BRACING I THIS DETAIL PROVIDES ALTERNATIVE METHOD OF ATTACHING A i -NAILS 0 KING WOOD HDRS. USE (12) THE CONTINUOUS ix4 BRACING TYPICAL. SEE STRUCTURAL P THEY MAY BE TRUSS-TO->CONNECT TO HEADER. 2x6 HDR, USE DIRECTLY TO HEADER. SE T STUD POST IF PORCH BEAM IS i IRATHER THAN DIRECTLY TO THE OR:NAILS.. (SHOWN AT RIGHT) OR THE RIGID MAX FORMATION, REPLACED WITH HTT22's SHEAR-WALL TO A HOR ONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SEE TRUSS SCHEDULE TOP PLATE MAY BE NOTCHED TO FOR ADDITIONAL IN SIZE & CONNECTION(S). CONVENTIONAL LUMBER (2x8. 2xIO. TRUSS) THE MAXIMUM o/c SPACING STUDS PER DATE 7.20.2016 (6) NAILS. 2x8 & 200 CEILING DIAPHRAGM (SHOWN AT HEIGHT CONNECTORS. ETC. *0 AN ENGINEERED TRUSS, D MAY BE USED I.L.O. FRAMING THE 202, ETC). (1) WOOOOTIE ROD ALLOW PORCH BEAM TO BE LET IN TO STRUCTURAL PLAN. ITYPE (DTL A/STI)HDRS. USE (9) NAILS, 2A2 (1) MSTA + OF THE BRACING IS 24*. SHEAR-WALL CONTINUO TO THE UNDERSIDE OF THE HORIZONTAL I-SERIES STRAP LEFT). STRAP TO HEADER ON 10,_1 11------------ IADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT (1) 2x4 #2 SPF& ENG STUDS / SHEAR WALL JOB NO. 16-171 L&gd JACK-STUD TO PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF 1/8 *0 SHEATHING. THIS DETAIL S NOT APPLICABLE MEN CONVENTIONAL FOR A PANEL SPLICE (if needed), STRAPS OOF FRAMING 1 (12) NAILS., IR HEADER. 2x6 HDR. USE ORT TOP >. IN (1) MSTA24 PER PLY. MUST BE INSTALLED w/ ii FRAMING PER PLAN INTERMEDIATE WINDOW HEAD (LSL. LVIL, PSL, ETC.) GYPSUM CLN'G DIAPHRAGM METHOD RACING METHOD _PANEL EDGES SHALL BE BLOCKED,I12" STRAPS, 2x8 & 2x1O ADDITION. (1) WOOD'Tie ROD SHOULD & OCCUR WITHIN 24" OF ADDITIONAL PC. OF #4 11 11 . OPTION SQ.FT. APPLICABLE w/DET BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN 7/16" THICK (MIN.) (24/16 SPAN----- MID-HEIGHT OF WALL. REBAR PER SIMPSON WOOD*Tie ANCHORING RODS, PER-/ E HDRS. USE 18* STRAPS, ii :TI ON 3 TRANSOM(S) ONLY. SEE TABL 2xII2 & ENG. WOOD HDRS. PORCH BEAM AND (1) MSTA24 SHOULD USED WITH 'PARTIALLY ENCLOSED" BUILDING TYPES) INSTRUCTIONS. INTERIOR OR EXTERIOR SHEAR:9LS RUNNING INDEX) APA- OR TECO-RATED N %ir INTERIOR SHEAR-WALLS tUNNING PARALLEL TO TRUSS ABOVE DETAIL B/STI. EACH SIDE OF FOR SIZE & CONNECTION(S). USE 24" STRAPS. BE ATTACHED TO (1) SIDE OF EACH PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR EACH OP I %VERTICAL WEB 6- TO V-6'. % %WALL SHEATHING. BLOCK ALL ;�--_116- MIN. FOR I STORY ENING, WITHIN 2" OF IJACK-/KING-STUD ASSEMBLY. UNSUPPORTED PANEL EDGES W/ 24" MIN. FOR 2 STORY TOP >CENTERED ON THE JOINT. I ECTOR ITYPkAL BOTTOM CHORD BRACING & SOFFITS DETAILS 2x BLOCKING, HORIZONTAL STHD14EU SHOWN it, JACK- & KING-STUD(S) 0 SINGLE JACK-STUD TO IIIPER CALLOUT ON NOT10 SCALE APPLICATION REO'D w/STUCCO 1/2" dio. ANCHOR BOLTS IN PROPER STRUCTURAL PLAN. HOE PL. USE (1) LTT20B PORC BE NO EXT. FINISH. W/ 7- MIN. EMBEDMENT & APPLICATION WITH OFFICE COP I HOI3 0 DOUBLE JACK-STUDS TO ------- - - - i I FLOOR AROUND TOP PLATE PROVIDED I -------------------------------------------------- - 2-x2 x3/16" WASHER (TYP). I1 ri-------------------------------------------------------- ----------------------------------------------------------------------------------........................... ---- ------------- -------------------- ---------------------------- .................. ------------------------------------FOUNDATION. USE (1) THE TOTAL DEPTH OF THE (2) STHD :1 PLACE 2x4 RIBBON 80 SHEATHING I "EMBEIDII WINDOW SILL - SEE TABLE FO 3ply 2x( ) #2 SYP 10 , #i SIZE & CONNECTION(S). HTT16 0 TRIPLE (OR MORE) BEAM IS >9-1/4- UNLESS i STRAPS 14* INTO ..I 4ENT LINE" FOR FLOOR AND PT SILL >.INTERMEDIATE SHEAR-, AT BASE OF JACK-STU)S TO FOUNDATION. USE STHD14U CURB I NOTED ON THE STRUCTURAL SHEATHING FASTENERS, PER SILL PL. WINDOW(S) AND I A r------- . 1 2 WALL. TRUSS TOP CHORD oOOR(S) SHALL E FOUNDATION. WHEN LOCATED AT A CURB SHEET. IIFLOOR >i IATTACHMENT.SHEAR WALL (DTL 2/ST2) AND-SHEET(S). IINTERMEDIATE ITRUSS ON S Ii L L HEEL/END VERTICAL TRUSS BEARING BEGIN "EMBEDMENT" AT BASE 0 APPROPRIATE fiW OF TRUSS NAIL POST TO PORCH FRAMING MEMBERS IIDETAIL A/STI. TYP. HEADER W/(1) ROW OF IN A II REVD PLACEMENT t.13W" NAILS 0 2' O/C. I FOUNAIDTION PER STRUCTURAL PLAN. WALL FRAMING 10d 0 6"o/c FROM CONT.WITH APPLICABLE I OF OPTIONAL (11.0.IROOF SYSTEM MANUFACTURER'S STHD14's) HTT22's -7 I2x4 TO 2x4 BLOCKING .1 4 INSTRUCTIONS & I-- ----------------------- ------------------------------------------ AUG 2 4 2 DIRECTIONS. I01 IPORTAL FRAME DETAIL .. ............... ....... HORIZONTAL I OF 131 x EW OF C (2) ROWS NOT TO SCALE ROOF/FL SHEATHING WOOD*Tie ANCHORING RODS TRADITION IPORCH BEAM. SEE OR ER SHEE PLAN 3" NAILS 0 6 o/c T IDETA TRU TOP CHORD STRUCTURAL SHEE1 F THICK (MIN.) APA- OR I ----------------------------------------- ........................................................... ------------------------------------------------------------------------------------------------- ------- ..........................-------------------------------------------------------------OR SILL !)M'111. B MINIMUM SIZE. SEE STRUCTURAL PLAN. TECO-RATED SHEATHING W/WALL-OPLNINC HEADEI -------------------------------------------------------------------------------------------------- -------------------- I . 11 . : / fl 0 0 0 FOR STUD SIZE/SPACING 6*/6*o/c 8d NAILING. BLOCK HE END tCONTINUOUS 2x4 SPF #2 W/ MAXAAL11A SPAN/0'Pz NiNG FCq 2!5 REQUIREMENTS. ALL UNSUPPORTED PANEL EDGES E L OF TRUSS CjVwN WALL HEIt-ml- CONNEC 2x CHIMNEY FRAMING i (3) .1311x3t" NAILS TO EACH ......... 2x BLOCKING. 7 R C."D I Al CNI- II ! TRUSS VERTICAL & 0 6'o/c 8' 9' � I 0, 12' IP)RCH HEADER I -MEMBERS - SEE STUD T STUD POST - NUMBER OF PLYS TO MIN 24/16 SPAN-------------------------------------------------------------. .........I-I ------------------------------------------------------ ITABLE FOR SIZE, SPECIES-0 1 31 X " TOE NAI I4 -13W" NAILS TO SPF ......-----*--------------------- IMATCH HEADER. STUD POST SIZE 2x SYP BLOCKING W/.131x3" I. 7/16- HI 1-2X4 IINDEX APA OR TE -RATED WALL- ----- NAILS 0 6*o/c TO TOP OF TOP SHEATH CHIMNEY 5/16" INTERMEDIATE BLOCKING. ADD -------------------------- .......... --------------- ALL STUDS SHEATHING ATTAC TO FRAMING IW. 2-2Y4 7'--2'* 6' It)']6--0.131 X:5"TE NA UNLESS NOTED OTHERWISE ON USE OVERALL CHIMNEY (1) MSTAIS STRAP W/(7) 4" /Di >ASSEMBLY & TO TOP OF HARDIE W/6-/6- 8d OR MEMBERS & BL ING 0 ALL ISTRUCTURA HEIGHT FOR >HEIGHT.9'-2" 1! .16 0.13 7'-It I x T L PLAN. LY. 7/16- APA RATED PLYWOOD 10d/END 0 EA. SPLICE (CONT. ?X6 9 7 5" CONNECT PLYS UNSUPPORTED I NEL EDGES I----------------- ------------- 2-ply 2x's AT CORNERS. 2x4 MAYBE OMITTED IF (1) 2X6 t112--A'35'S iA1/8dX PER DETAIL D/STI. 6--12- o/c. 8d NAILING PER CA TABLE ON X6 EXTERIOR LL of MSTA18 IS USED FROM DETAIL F/STI ORjtALL OUT ON ROSS EA.DOWN USING ITOP VIEW IF THE HOUSE IS TIED STRUCTURAIII PLAN. EYI�RIOR WA!A0PEN[NG HEADER OR 131)MPH.EXPOSU�r --EADER. R Sll� 150 MPH,FXPOSURE D- ----------- ------------- ------------------ T ---------- -----------ICONVENTIONAL STRAPPING, REFER TO THE I (1) MTS12 OR (1) MSTA18 TRUSS) -T------------------------------------ ---------------------------------------------------------------------- -----------------�---------------------------------------------- 2x4 #2 SYP BLOCKING BETWEEN ISPAN/OPENHNG FOR MIAXiMUN,SPAN NI NG R STRUCTURAL SHEET AND DETAIL N/STI FOR IT R ITRUSSES BELOW CHIMNEY WALLS I'A H H I.:R 1 HFIGHT, 'ONN�i 110N IR IU I R E CHIMNEY &(2) HTS20'S OR TRUSS-F.M�31 TION DETAILS. -*->CONNECTO iVFN WAI�I HFlu IR: IIDOUBLE TOP >OF WALL A I N Iw/(4) ,13W" TOE/END NAILS (2) MSTA24'S FOR A SEE TRU;PSCHEDULE FOR II---------- RLI A! ENDS IN LIEU OF WOOD PANEL SHEATHING. CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR 2 AT EACH END OF BLOCKING TO RECTANGLE CHIMNEY 0 EA E (DTL A/ST1 12' .. ...................... BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION.-- --------------------------- .............------------ .......... I�il X ICE NAI:�S 1-2X1' 4'--2" 2' 9" 14-0.1 TOP CHORD OF TRUSS OR RAFTER. CORNER OF CHIMNEY TO I-2 x4 01 4'-3" 4' 1" 3'--9" 5 '4--0,131 X 3" 1E NAil S IAT CORNERS OF RECTANGULAR RAFTER/TRUSS TOP CHORD A/ SHEAR WALL tSTUD! I6 -2X4 I 6 2 2-2X4 8" 6' 2" 2" X 3" TE NAII.'� 2 4' C' 4' AI-S OPTION #5 INSTALL WALL SHEATHING PANEILS FRAMING SEE STRIXTURAL PLAN. ICHIMNEYS, USE 2x8 (I.L.O. 2x4) OR 2x4 BLOCKING BELOW. WITH LONG AXIS (8' LENGTH) IIINTERIOR OR EXTERIOR SHEAR- S RUNNING tX 3" T -2X6 (8) NAILS/END (I.L.0, (4),-2X6 11 7' 4"T6'- 7 5' '-6" 4' NAILS OF Nki-S PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24"o/c TRUSS INAILS). -A35'S W/8dX, NiAil�-6" 8dX! f NAIL-- I 2--2X6 W/ 2-2X6 7' C- END-VERTICALS -OR- BLOCK W/2x FRAMING TO PROVIDE MAX. 16"o/c SIDE VIEW CHIMNEY FRAMING DETAIL SHEAR-WALL BRACING DETAILS SUPPORTS FOR SHEATHING.TRUSS TOP CHORD OR ITYPICAL OPENING FRAMING DETAIL u.N.0. PORCH BEAM TO STUD WALL DETAIL PORCH CEILING SHEATHING DETAIL (TYP) NOT TO SCALE NOT TO SCALE IIINOT TO SCALE NOT TO SCALE 1 NOT TO SCALE cs� RE CAS TABLE PLY CL A TRUSS/D61 TION To SCHEDULE L MUSS & 'PS E C N FIR 0 G N R SAWN)BRACING REQUIREMENTS. )N T 211 IA 4YOU T OR LY0 S S E G IZE &0 RIE(2) 2x( 02 -N PLIES To E THEIR W/ AILS 0 1 /c. STAG AP L A ED OR) j J--Z I I . I I . . I I it � : it THIS DOCUMENT, ALONG WITH it i SEE ST1 FOR VERTICAL WALL CONNECTION. it i 11 : : ii ASSOCIATED DOCUMENTS, IS AN I i I #5 HORIZONTAL. ! 11 :; :: i 4 CONC SLAB W/ 6X6X10/10 WWF i: INSTRUMENT OF ENGINEER'S 1 1 1 I OVER 6 MIL VAPOR BARRIER OVER SERVICE FOR THE EXCLUSIVE USE t ii i SEE ST1 FOR VERTICAL WALL CONNECTION. : I : CLEAN, WELL COMPACTED, TREATED FILL I. (TYP. VERTICAL REINFORCEMENT): ; it AT THE PROJECT TITLED HEREIN. y i � i . . 11 #5 HORIZONTAL. M�Y BE USED I , . , I it S & 24"o/c INFORMATION DERIVED FROM THIS I .i 4" CONIC SLAB W/ 6X6X1 1 0 WWF t � ------------- t i #5 HORIZ. 6" FROM END . ! i �� ii - DOCUMENT, AND/OR ASSOCIATED 0 I / OF OVER 6 MIL VAPOR BARRh OVER :A3 BRICK LEDGE Ii I !I 1. 48" MIN. .. VERTICALS. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS i ; ALL DOWELS @ TOP & BOTTOM, CLEAN, W LL COMPACTED, TREATED FILL : r :1 10/ J/ DOCUMENTS, MAY NOT BE USED i ... I..... : F1 , - I i @ CORNERS & INDICATED o/c SPACING I � ;1 1 1 - I I 11 :I EMBED MINIMUM 6" INTO FOOTING #5 HORIZ. 6" x i 1 #4 REBAR CONT. @ HEADER COURSE ; FOR OTHER WORK(S) OR I i - :; < 1 >- >- ! .... (1) :; THEREAFTER - BEND ALL DOWELS @ TOP & 72" - � ;: m PE I i! /48" INTO SLAB (GROUT ALL CELLS PROJECT(S) WITHOUT THE � � :t I i ------------i I il :i . -- � I i . / .. BOTTOM, EMBED MINIMUM 6" INTO FOOTING 1. MIN. L* VERTICALS. .; SLO DIMENSI t D� it I 0 0-i . J�i 1: SOLID) - EXPRESS WRITTEN PERMISSION OF 0 MIN. DISTANCES : I . :t t I , !� - = 94(- = : 1: = =;-- == == - = = A41 :I 0 �t I t 4 4 i I I :t #5 VERTICALS .1 � Z, I I i i :- it : I i . i------ 11 - _ i.................ii i I I.. ---: it �, . I 7- __ : I: i ------- : : --------, _i ]�#" " I : I- :� I - 2 _L�l�' D'S�TA N C E�Sl I i I i----------- I I I :: I__ I-_ 11 I ii___---- I 1 S T 0 R Y D-1m-E`Ns I-o`Ns_-AR-E-] / 72" INTO SLAB (GROUT ALL CELLS SOLID) - IN :z .i-�-----CLEAN COMPACTED : Cn �.. I_ _� _F _� THE PROJECT ENGINEER IDENTIFIED r ...ill i I I I STORY @ 24" O/C . -------'_� i i.�......�--- BELOW. - I I ! I I: - �.. - V z . 0 I 0 0 1 -------------- I 1 1 ....... I I---�_ I i............. - i - . . ;I i i . i = - - - I SAND FILL :; -7- i ?�,�,, : . :: I: --- - i -. 1 1-1 ,1- 7,- -,- -, = :L- = = *V-- = . I : - I I ; 4 REV DESCRIPTION 16-- 1 C) = I t I—I i —_ I_! I 1 1 P 4 1 ?. i I ti I I : : , I i #5 VFRTICAI 1, a n1c SPACING i : : : I - 1: ! I _! I ' i ' � - !_! ! i i � ** EMBEDDED STRAPS - :i 11 1 i __ I i - 1- . I => 0 1 0 0 : (TYP. HORIZONTAL i i I I I . 11 � 1 , le -i I I- . : i - I i I . , I - - � I I - i - !_ I " i i �41 1-1 1 I i � � � TO 12 COURSES: 24"o/c I i : 1 1 T I i t (-- WIO BRICK MUST BE INSTALLED W/ 1 - 7f7 6 1 - I I ......H i--------....I;: (TYP. VERTICAL REINFO :: i ; i it i i i - - - , 1 : $ Hih-------_.�I I 1-.-.. P � RCEMENT): #4 DOWELS @ H KLINFORCEMENT): (2) - i i-i -7- t - I � . i - i I ; 12 < 13-1/2 COURSES: 16"o/c . I I i 1 ---. I I... _ �...........I � --------- J* ADDITIONAL PIECE OF #4 i I ;; . I --;---,--, 1 --------- i - : 1 I--- -- 1 t I— __ I : I i :i I I 1 N _> ----------- 1.7(MW11) LONGITUDINAL � ; I t I I : I ......... ---�.... ! P IN i _____-- i 11\ Ill ------------------ ...----------: I : :::: I . Ll Fj. I ..........�...... ! --------------� 2 - - - I: -------i i -----------_ GRADE 5. REBAR PER SIMPSON i I I I� nn 177=1 1� :: _.L- 7_... 12" (MAX. t 13-1/2 < 15 COURSES: 8"o/c : (TYP.) 3 t ;�I i 4 : I DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6" it WIRES SPACED @ 16" O/C. I - � [� - - i i I - I I � , I i 1 1: - .....__....i i ------ i I : I I t : � �7=� � i ------ � I ------- - I I i i LAB (GROUT ALL Ii 11 t i � : t i �------� i i_:____:--- i��_-,� � _1--------_I i . : : I! I t I . : ; �, W/ BRICK INSTRUCTIONS. ** i -____�: INTO FOOTING /12" INTO S . I � - i � �-_ 1 8" CMUj FILL ALL CELLS SOLID. �41 *-------- ... : >1 i I i PROVIDE HORIZONTAL . I i I it ill. : i i-i k_ - I I ____---I ....11 1 1 � : ---- �-----� ---------�---- I__--------1. _.- I-,, i i t I : > ____i ! * ID) i i . i : i 3 - !I ____ . . t - i i-I i I I i MAX. STEMWALL HEIGHT: (5) REINFORCEMENT WITHIN 16" wl 3,000psi GROUT. NN1L__ � � i � . FOOTING SIZE i I '! 1 : i i i - - ; Ii -------�! ! . :I i _! I-! � �- . : FOOTING SIZE Ii __. I . I I I ADD i I � : . - W/O BRICK 12" WIDE W1 (2)#4 OR (2)#5 CONT. I E" COURSES. FOR WALLS > :: 1�1 i I � - : :1 : i - . I 1 - i i i - i 1 12" (MAX.) L FTS. W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) #4 W/O BRICK 16"xl 0" W/ (2)#5 CONT. OR (2) #4 i MASONRY STEM WALL. \1 ,-, -� !-I 1 �-1 11 4 1 I :: i I : : I : I (5) 8" COURSES HIGH USE W/ BRICK 20%10" W/ (2)#5 CONT, OR (3) #4 I I : :: i --------------I 1 _.... ... I ; -------�-----� t !; --l"INNIN I : I I -I . LAP ALL REINFORCEMENT MINIMUM 40 M.��m:::� 1 !-� � i ! : .; . - I I . ;I I __1 I ::-i I I I I i . : I 1. I :I EETAIL 1A/ST2 OR 1B/ST2 .I 1�1�....I i i . i . DIAMETERS AT ALL JOINTS. - . I__;------�...... ---- ... ! i I I . I---__1. E W/ (2)#5 CONT. OR (3) #4 !I 8" CMUj GROUT ALL CELLS ill ! , -- �____ The 1 W/O BRICK 20%10" W/ (2)#5 CONT. OR (3) #1 !;I - I i.................45 HORIZ. NEAR MID-HEIGHT. I-: t __ , : -- i 1 C EPENDING ON WALL HEIGHT. ) I I . . I -----___- ; I : I W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) #� t � ----------------1 -_- _ � I; - 1 � ....�------� � 11 - _ - I W/ BRICK 24%10" W/ (3)#5 CONT. OR (4) # 11 SOLID. MAX. (10) COURSES. � I I : 1 . I I i....... --i i - ------.! I ...............�_: : .............I i I I � - I . I i . : � it i ;I 4� .; i------1 : ;--------:.......ill CASTILLO i i . __ i -- I I :I _i i —1 !—; i I- i . ii , 1 i . I 11 - i --- i I #5 HORIZ. @ EACH TYPICAL FOUNDATION DETAIL I TYPICAL FOUNDATION DETAIL I 11 (TYP. HORIZONTAL ------ . I I =� 1 i��; I I � I it I I ADD CLEAN FILL AND COMPACT . - � =1 - ! : I t :, , : , i !I - I I 1 REINFORCEMENT): (2) I I .. . : it TF__ !_1 - I I - - E ,.. NOT TO SCALE NOT TO SCALE :: � 1 �; ! 4th COURS - 1: t I � - I I � it -=! i -_ !! . i i : - (9 1 (9 It IN 12" (MAX.) LIFTS. I . i I Wl.7(MW11) LONGITUDINAL _t91 i Group " . --- Ill Ii i i : I — I I . - I I , I —1 ! — __1 i I- .. ,:,., I __ . i it . . i � :i , 11 I- i i WIRES SPACED @ 16" O/C. I I I — —— A Florida Corporation .. �.. I . I , I : i ii I I �� - I------------------1 I 'STANDARD FOOTING SEE DETAIL BELOW - . 1 1-1 . . , i :1 I- . -_ . .11. i :i I ; I ----I I . ; t . 4 : i�._. : I.. I . 11-1 . : ii I _� i ._. - ....__I PROVIDE HORIZONTAL i i . I . I .- ... ....... ------� i I-------�__.__ Designers . � t � I , I 1 ---�-- , : - I * i ; : _7__ . I : ,__,.----r-�.I,T- 1 t ....�...... REINFORCEMENT WITHIN 16" OF I : I ....1, i ........... i . i--------------- �-------------- I - t i .... ,�, � I _1_ ",... i . � I , ��, * EMBEDDED , it 1 I ___X__ : ........._; t I : _ ;- - ...............:: i i I : i SEE ST1 FOR VERTICAL WALL CONNECTION. I I i I� . 11 I--I----...-----i 11._,�........__ : ! A I--------------- 1 _--------�------ -- . - . I "�,...._ � : i I I I STRAPS MUST BE i ii ;_LL- - I . -- I Engineers I —1 1 — ] I t I :i 1 ; .......�-------i � -1 I .-, � - MASONRY STEM WALL. ------------------ __ ..!!!!I...11 2"d. X 24"w. 2,500psi CONC. - i i .........I... i _----� '',I !_ i I ,,�� ----- i 1-f : : i I : -1 I I I I I : . : . P .-7-------- -1- 655o Roosevelt Blvd. - t . I I I I ; . I I 1- INSTALLED w/ 5 1/ 5 1/2" WIDE CONIC. SILL TOP AT MAIN I * MAX. 2 COURSES - i i :- : � . I I - .--: - I I ADDITIONAL PIECE SEE ST1 FOR VERTICAL I I _ * , ! 1 /I FOOTING w/ (3) #5 REBAR EXCEPT: SLAB LEVEL. TOP-TO-GARAGE FLOOR 1 ABOVE SLAB LEVEL. 11 - : . 1 11 I - 1-0 1 - I 1 1 1 i- 11 4 i j ii , i i - �A-T-2.-STORY WITH BRICK, USE Jacksonville,FL 32244 - WALL CONNECTION. � I : I i -_ � �- 1 t : - � ii -_11 ! I 12"d I - - _LL i I I I -I 11- : - (904)772-6ioo i t i- I I I! . . t I -1 -11- ; t _. . I---m"W. W/ (4) #5. SIMPSON I : ! .... t I ! ,. I ii ! i � I -----------� ------------------ I FL CoA No.29015 WIDTH BY MORE THAN 2" REQ ADDITIONAL i ; .....�....� t I I � 'i)0 t I -,- ... I I - ; _1 I- I I------- � 7 � , t ; ..... I : i it " ; . VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING 1� ! I : 1 (1)#4 CONT. IN SOLID GROUTED 77� -_ INSTRUCTIONS. ** U-BLO it . I h I ; I I i I_ P 1 it ......._ i -------------- P-------- ---------�........ I! -_ : I ------I I I-- ; : I I I I .. . __- � I I P � . . I I -_ --,I I I--- i 0 ANALYSIS) ; :i � -------- ; 1: - 1 : 1 � , . _. 1 ----------- . , , : :-------- I................ . i I � 1 : 1 77� H i TYPICAL SLAB I: I: it .____� i i-----.------ t t-------------� I____--..---.I 1 4" CONIC SLAB W/ 6x6x10/10 WWF i :i ------------ I 1 i I. ___ ! iit . ........... _ - ................. ........I .................. i � i: ! 1 li i i I it I � i ,I I i it I I - 0 OVER 6 MIL VAPOR BARRIER OVER r :I _1 � - ! I � I TYP. VERT. :i E_..._ i - i t .. , Z 0 FILL H - ------�L i .---------.- I I--,. L_ I I_---------- __ FICLEAN, W�LL COMPACTED, TREATED 1, . . ; 11 I U5 W - � REINF. � : 1 STOR FOOTING SIZE __ :I D 0 100 1I � ____ _ t . :: . : 1 1 i -------------: _ __ I . : :: I i _�_! i, I:: : �....... :: , H -------__i -------I ......i i : :� : : . : - I .1 I I I ; :i I i-1:�11 :: W/ BRICK 20%10" W/ (3)#4 OR (2)#5 CONT. 0 SLOPE : ___._.:. W/O BRICK 16"x10" W/ (2)#4 CONT. - 1 � - - .. :I :t z W co --I 1-1-- :I L,J CO CL GRADE I i - .. � , . , ! -; .....1� 1 1 d = I I . P 1: i I I -1: I : - TYPICAL FOOTING - SEE 1/ST2 FOR I! 1: i -..--....11 1 _ - 1:1 :I, .i =12< 5* i _7��I �=i i I . I � IZE/REINFOPCEMENT ': W/O BRICK 20"00" W/ (3)#4 OR (2)#5 CONT. i i 1 3�:Lj 0_- I I --------------i i __...i� � ,P 1; - i I I It l-- CLEAN COMPACTED i : : - i - ii : I ii W/ BRICK 24%10" W/ (4)#4 OR (3)#5 22�� =mmWmm=Wmm&dWW ii _1 ....�....... :1...._ - it ; 1 1 =1 I it — i .. ! . I :— !: -7 SAND FILL P -----------� 1� '.:1 � 1: ]�0 0 0 i i I �..... ! :1 i i----------1 1 _ ill : � - -_i - I I . : ; I: : - , - I i I -"t 01 I - I I 1 1 � . - - ;I �- : 1: T_ , :I �............ : : 1- I I � , 1h I I� it : ..... . I i I . :t I __ i� 1�� :: 00 Ln i --=-I �t i ---�....... i i - --;: : t - I II 1: :- ;I :I I r: i :t :: '\ i I 1 : ........... - it 10<15 COURSES STEM WALL FOUNDATION i : \- TYPICAL FOUNDATION i I..............�; 11: I i i I. . !: _ I it � : it I i 1: .I----_....:.........m I I�..:�I �i 1 1 _iPi it FOR STEM WALLS WITH 10<15 COURSES & GW, GP, �..........-I�;............:i it ; . : ;I I: i 1 1- 1 1 I it SW or SP SOILS to 30# PSF LATERAL LOAD i it I It t :: . $ 1 : :i it i I i . I I I t t : : :: IMENSIONS : �: I I I :1 : - AREJ : . � i :I : i :1 I: I 1 i i : :: ;i : 1:;� I . 4 6<10 COURSES STEM WALL FOUNDATION IN. DISTANCES ! :i I it � : it :; I !: FOR STEM WALLS WITH 6<10 COURSES I .: 1; i 1: I ii I ;: I It I It I Ii I I I :t FOUNDATION AT GARAGE t :I it ! ;I i - :t ; i NOT TO SCALE i NOT TO SCALE :1 I i i Ii I I. ----::::: ................. - -- --------------.--------:::::::::::::::::::::::::::::::::::::::::::::::------:--::::::::::-::::::::::::::::::-::-:::::::::::::::::::::::::---.---:-:-::-::--::--:--:::::::::::::::::---::::::::::::::::::::::::::::::::::::--:-:-::-::::-:-::-:----- :-::::-:::::::::::::::::::::::::-:-::::-::-:-:::-:--:--::-:::::::-::::::::::---:::::::::::---------------:-::--:::::-::::-::-::::::::::::---:-::::--:::::::::::::::::::::::-----------------------------------:------:::::::--:-::---::-:::-:::::::::::-:::::--:-::::::-:::::::::::::::::::::::::::::::::::::--------------------------- --------------- . I ......�....� ........� = .............:...::...:::�:��:"=:_�:� -1.I --------�---------------:::-:::::::::::::::::::::::::::::::::...:::::::::::::::::-:::::::::::::::::..:"::- _:::::::::::::::::::::::::::::::-::::::::::::::::::::::::::-:::::::::::::::::::.:........_..............::::::::::::::�__� �-......:......:---�........�....� ------------------ __ ..............._----------------::::-:::.:::::::::::::::::::::::::::-:::�:�::::::::::::::::::::::-:::�:i::::� _ ,---,- - ::.::.:.::::::::::::::=:::::-::_:-_:::::::::::::::::::.:::::::::::::i: ...... �..............�......:_::::::::::::::::::t"---=-�:::::: :�::_ ... . :. -:::::::::::::--::::::::::::::::::...-:-::::::::::::::::::::::::::::::: _- ::::::::::_- _-- - --- ---------------�.... .................. . -------------------------�----�-------�---T---- ----------__----�-------------- :I 1 1 --------------- I :i .I I i i i I I I ;I I I: :j i 1 i I: :1 4" CONIC SLAB W/ 6X6X1O/1O WWF e0"""""""� t :: : it !! It :I :: 1: RECESS SLAB 3/4" FOR it � SLOPE 3/4" X 12" OVER 6 MIL VAPOR BARRIER OVER it 1: 1 .: :: I :: LIJ 1 1/2" THRESHOLD it IAT GARAGE DOOR :t it .: EXP. JOINT 4" CONIC SLAB W/ 6X6X10/10 WWF :: . CLEAN, WELL COMPACTED, TERMITE ii it it h DEPTH = STUD + 1 1/4" (FROM it I it It TREATED FILL it OVER 6 MIL VAPOR BARRIER OVER i I: li 1 1/2" :: I ii :: il :i ii Ii CLEAN, WELL COMPACTED, TERMITE !1 i it ! It I : H I I I 1: i RECESS . 6X10/1O WWF TREATED FILL : I . it : i . .� !: :i < I I - t :i i m OVER 6 MIL VAPOR BARRIER OVER i I . :: i t, 4" CONIC SLAB W/ 6X6X10/10 WWF : I it i it ii - i; I ---�. ...............I ....... -----__i..... 111-.- �tl�---------- :i CLEAN, WELL COMPACTED, TREATE FILL H i ��:�_�:�:� I it ii OVER 6 MiL VAPOR BARRIER OVER i �:_:�:��:��::.�:��::.:-�_��.��:::::-----------------:---:_:,:..::::::::::- I t ;: : __j �............... . -_ _. . t i: , I - it ��!1��l I L� i! -.1 - IN 15'x15' GRID, 1: :z P I . - . � . I I I I It 1: - - - . -,I- I . it m _: TYP. SLAB . . .. . .. . . I: I CLEAN, WELL COMPACTED, TREATED FILL � -1111-11 !-I 1 1 k�4 11 ]_i� - I I I t . m I. .. . _ .t i: _-I"'I"I" _. .. . . 1 . .. i: __..... I! . I ------ - --�_ I I ; ; � . . . . - . 1" DEEP WHILE CONCRETE : t I . !i .No--=. . .- ... . . . .. _ . I . , � ; ........... i� .�...-. . I �1� �..... .__ ...� . wl. . I \ lil i : �'i : : . . : I --- P ____--'-I : BLE (WITHIN 12 HIRS OF PLACEMENT) ii . P . I I- 1 I � 1. . ,_ I . -I . . . . . .. , . . ------I I: : I__.__� .,.,. . . �i ,- I i�..,... .�. . _��_,__ .L. .. -_ __ �._--- .. I I i :. I- ---- 1 1 -1�i it . 7'- . -- . . . - .- . . 0 / i - . i : : t 1 m: ,-....... � I :..% . - _1 . . . I I ---------- i 7,- 1� 7777� I I : -i i � _-----� I :�-------------- I I -IIIIIIIIIIIIIIIIIII4 , , ` - . . . r / I I :I : ...? I . ' P 1, . _�_ / ; �I i� � I: ;__- .�I�: ... .. . : ; : � � i i == I i *.. 5-j--l'. -___j_i-_� : . . .. . : ; : : - . - i 1 m �I : � �� ; ** I i : �= : _1 � I -1-------�: t I -----it......... -------------i I :�� : : i - 1 1 --- I ......... : 1 i ..... . i I I i .� . � i 1 t __._ � �1 . - NNNNNJ : . :- I p !!I I P I ! 1 i I I . : I t I i ---------�....�I !1 -----I it i 5* I - : : . 1 i I ii -- I : P I I I; _7777 - :: it - I . : t LLLL . U. 1, I .. : � I I . I - - I .. I 7�CC 4 . : I; : YPICAL FOOTING - SEE 1/ST2 FOR �: 1�1��l 1 . -_ 6 MIL VAPOR BARRIER I . . I . . .. . I i I i............... t I I - 11 I��E�71� ; : !I . ;i t . . .. I: I i: - t - ; .- ii - - il- . i I ! - I1 On ; ii- : - l i 1;,,�,�:i , -17---7______ .. I . � : I 1 �i ! : � I . D CLEAN COMPACTED : ��amam I � --iiii SIZE/REINFORCEMENT 1! I: - I 1 i . 1 1, - i - i 1. � I: I I! I I.,_-I , ...... I . j - - .--. i I i I..............i I I I I t 1:............. :--- ____ : 1.............. I i: . I I -_ 1 I t: : I i. I------I I I I I I :I ; ; 1; t : I I I I ---- -------- I: I -I i- I it - it . : I t � - - 0 0 I : it :1 :1 - : _ ::--i I :1 - it ii I - it I I t i Ii ; - : t;--i ; I - t 1, I :1 I : I : : I ��I t i:*.....................��---- . I �� ii,.....�........ -.-_7 1 1 : : SAND FILL I ------- ---�--- i i... I: .! - - I _k t�- . � 1_1 i -----------------�---- , . I :��i i I i- I - :;i�.............. :� 1 77A 1:� - I , I -----.!1 �FE�� < I ::: I.. T I i: A I�: I I . I i i I. . I; ti _-.....T ........ -- ------- _.- j . :i I I. � - - I I � , . :i - I -:I 2 # ---------- ti I : : - .. 11 . i :: ---.... ...----- i - 1 I : i -_- i :: - 1 i, . I i I i ! I : I I I ------� : - 1 . ii : _. .............. �: ........I :i i ----- I .............. ; = .: I - .t .: . 2 i. : I : _: i _I I---------- it ..........i 1 1 i I i--------____- � - I -I ; I ii ............ - I i : 1. I I i i I i : .........._1 i I i :I 1 I 1: I :�� : :! ; 4 CONT. i : I : i (1)#4 CONT. --! I i : !�I 1 H . . � I _j� �� , _ P . - - ! I I :� I I t i. � ;:-----[ -1 !- .I : t I ______ I; i I � : : I I I: I ! I i i it :I � --- I . t �i :1 ------- : i I i i___-___ ... i :I t i I I - t it 1 i I :- ___ t :. : I i I I- 16"----- , :I ; :; :I :I I : t I I I I i : ._ i - .... I �: i I ; .. :: 1 ;1 I i I i � . .I : �: :i i..=:I ........- j 0: : . . .1 L:mm� Ll i : . . . , 1; : : - :__ : i ........__ :i - '\ � ........... ; 0 .0. i . I__._-I j i I-----.---.. , 111=="F=1�� . . I � � = it � --------- . == H [N__ U . . . . . . . �� I I t , . �i I� . � i , ' i ' ' . , , . P , . \- TYPICAL FOUNDATION i !1:1== �777::7��:t, , i I � � . � I i . H: I: ; 1 1 i t t / :i I 1 i I I � t ! t t /(1 STORY)I - ::: � -__ I : I 1 1 --I ; : I=__ it - - i ! ......... ��111A,llim,NNNNNN� 1: LIJ I - ! I IM I I . I it r=1 1 I =.._ t . !I i I.- I i it ---I I : Iii . : . ! : I it . i I h it i : i - i I I : . i � i I 1 h ; I/ 20" .I j IN i� :i i -I I�I- i i _....� 1 it : ll(�) i i I I IR�I i >_ H it : '�2 STORY) I -____ i I I I i I - - h: - 11: - II i: 4 I :i .-_--- ------�---_ I I : :t SLOPED TURNED DOWN EDGE :I : I j I I � I CONTROL JOINT—FOR CRACK CONTROL Df it : FOUNDATION AT S.G.D. FOUNDATION AT S.G.D. :: NOT TO SCALE i d INTERIOR LOAD BEARING :I NOT TO SCALE I :: I ; [-- t : NOT TO SCALE NOT TO SCALE NOT TO SCALE I ii i : i �: jI : i : �..............�......I..,...--J�_ ._�-___........ ��---__......_....._.............�........___::::::::::: _:_:---� - -:-:-: i -.:::--.-:::::::::-::::::--.::-::::::::-::::::::::::::-::::::::::::-::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::-------------------------------:--:::::------ t _i::_:::::::.: . . --_:-- ----- - _:_-----:::::_:::::_::::- -------:---------_------I ----------------------------------:--------:--------------------:-:---::-:-----:::. . ...__-------------------],-.-.--------------------------------:-:::::::::::::::::::::::::::::::::::-:::.:::::-----_-,�__�..............::::::::_-----------_� - �- :_ .......:_::::�::::::::::::::::::-:::::::::::::::::::::.::::::::::-::-::::----.:::::'.�-_�=::_::-- : _._ � .I. � �-1...::::..:.:].,:.::. :::_,:L:::::::::::::::----------- . - - __ ::_:�::::::::::::::::_:_::: _. -- __ - :::-- .. . ____�_.. .-�........ --� ............................................- -:::::::::::: ..............-1 r--------------------------------------------------------------------- :::::: . : ::::::::::::::---------�-------------------�-----------------�----------- = !�::::::::::::::::::------::-:::,:Z:::::::::::::::::::::.:::::: - ::::::::::::::::::::::::::::::::::::-::::::::::::::::::::::-::::::::::::::::::::::-:-::-::::::::::::::::::::::::::::::::::::::---:-_::::::::::::::::::::::::::::-::::::::::::::::::::::::::::::::-::::-__-------_--------�----_------------� -1 I � t 1 1 I -A :! . I I------------------------------------* 0 1 1 I I I I I . I I i i I I . I : I I I . 1� D I i I � I I HOLD HDR. BILK. 4" CONC SLAB W/ 6X6X10/10 WWF i: I ;: i I : I �_ t .. !I I , I : ; OVER 6 MIL VAPOR BARRIER OVER it I � t it I : 4" CONIC SLAB W/ 6X6X1C1/1O WWF it I : i: ! 1 1/2" CLEAN, WELL COMPACTED, TREATED LL it 0 : it : 0 OVER 6 MIL VAPOR BARRIE� OVER i i: : tt < . . . :� ! . . . . I . .- . . . I :: : I . ... . '. .. . . ; . . ... . CLEAN, WELL COMPACTED, TREATED FILL :; . . i TYP. SLAB .. .. . - - � 11 I ... - . .. . . .: U - � �. -''';,.I .- . i: , it . 1-1/2" ., . .. � : . . .. -.1 it -1 . . I 1. i; I 7 T_ .. . : .1 i . . . . .. . . i� n i I - . .P . . . I i==71 I i 1777=1 1 1 1 . 11 . . .. . . . . . .. t: ' . It I i �. . . i :�— I- . ..."7--7.---—-------.----.-- I I . I I i I�I VARIES I , ___`--------i I I . , i ! .%. I. . . . 4" CONC SLAB W/ 6X6X1O/10 WWF I : : I: I i ': .. ::...............; i I - . � 1, - . t : . / 11 � � I i . :: I i---------- __ .. . . , , . I t . P --�'_- -I --. I I I . ; -I . . .t �1 OVER 6 MIL VAPOR BARRIER OVER . . I ��' , I -_ �: :1 1 01 !- .'�_ ___rj�_.�.. _;�-__�" � I " —IT I: I — . .. = L(-) I . . ------- 1 1 1 1�I�.....___ �i _ i � .. ... . � I : : . . 11 I—: I �=i : ;I I I i; _� :—i I I i�............I t.... ; t . .. .. ... . . i—i I— : i I : I I 't 6 MIL VAPOR BARRIER -1; . . . .. i : � .. . !- : : . : � I :I :: : 771 t _. . . . . . !-! 1 i I CLEAN, W LL COMPACTED, TREATED FILL I i i 1:i7777 .I ----------------- I - I . . . - I-------- ;I I , i , �1 F1 t 4 t I ,' ..... ............. -- : .............. .---� HH:_ . ! . I I _! ; � I . . . i : I 1 : : _1111- =1 i � 1; : _ __ it . 0 : -I 1 1 . � I 1 , I — i I c,4 4 . .. . k. . 1�:=__1.11_1_=4 �t 1: : _4� 1 : I = D N . - ___.. I � I . . . . I I----- I ---------i i � i: I : .. I . : I ____ __ I . 1 1 1 __ t : - - -----.i . . -H i , I : . I�I - ---. . I ii t I ... I -- i 1 __1 1 ... JEE�L I :':.... ...I� � 1 1 ,I I_____ . - -i i : I __ I V Ill= / __ - � ft 1- I I � I 11 . I : .......-j t--------------- i _--_-_ I i / -_.1.........i- 4 t I I. � I 1�I :i " ........-1 .......... �............ __ .- ......... .............. t ------------� . I i i - ; -I —1 : — I t ___-I b- i - j I: - i : I .- . I - ; ,i l.... I I !-------------: ! � ----, il I f- i i i I t ...... i : i i ItO I : I I I----------- I : I . 1: ; _ 1 �-------- I ------ 1 ......i .......-1- --------- ! �� --------I :............... ; , 1 1 ----- 1 ; , - I i I i I i : : : I� �, 8 1 I ........ -; I, _ I__......t .____L__. .- �------: ____---- i � - it � I : - I . I I�i 1777�7:��i P / I -1 1: ...�---------- ----� i _--------:_i� ;_� i i . -__ I : I i ii I : : i i I __ ; 11 i ------ - it 1 _--.- :- H q - 1; 7 - --------�� .............. I I t t P �! ill! (2)#4 CONT. t: : - I_—------ i ----- i . TYPICAL FOOTING - SEE 1/ST2 _N e 1W __ d I 111= 11 I I %%.,,,,� . : . t , it - i : : : : t , ,: ; 1: 0 0 : . : 11 - it ....�--------- ...... I I. : i i 1 !_�� t I i I 1: i : I .1. 1.1 :i :: I --------- ;I ----------- - I i : : : I i 1: t 1 t :I i i -i i i it - I P I : i. , it : :: ---�........... ; i __1 1 :: , : : i : I---- it : I it I : - I z - I . I : t I 1: : I - : -1 I -i i - - __ _________ ----------- .... �� 77771�1 I ill , I t .... _..... : �............ FjTR SIZE/REINFORCEMENT I :: I I I i ---- dt_Nt �i; ........... �l 1 I i I ��_ I : ! :7 . i i :1 i i I I � :: t: . . I : : . � . 1: t : I . I _____-_ ------- it - I i 'I i ::: �i�� I� � I I ii I !� . . . t 1 11 :: I: [--I i�� :I i- - :t i i I i; . :t : - ��I-__. _-__-__- � ---__ __ :i : --- I .i ��- ------- .............. it : i ......-1 I : - 1: I----- I : : :: :I I I . I i - 1 . :; : ii I- i I ,t I . I ,i I I �------------i I ------- . 41 i I i—:t it I t .......- I- . " t: t _.L._i:I i__- : I _:..-i :�"-,- ... ;i � 1 : i: � t : ;I " - � I --------- i 1 t i f — I : — :i t i :I .t t — i :I , —:I :i : i - : i � , I I i—:: �I i : I I - I i : i I � ) —..i--------- I�I� I ry I TYPICAL FOUNDATION -----�:� . = i ----------- :: -I I it T : 1 !I : ..........� .- : 1� 20" .I : 1=_ 1 i : :; :I ! : I 7 ..i . ...... it I . : I; . . :: 1: . i I 0 0�. it 1: :; I < I i i j: ! :: :i 1i i d .......i ; I 1: ______ :t I: I I :1: :1 ; it (2 STORY) .: I . .- :I 11 I 1 1 it .I i I :: I: I I I _; - - 1-MI-iiii :I :i I :; I I -:I _--- I:�1�........... :I !i I 1! i I d I : : :I I . - 1, ; t ;I ;i 11 I 1 11----------- ry U i I I 1 ! : i :t it t I 1 1 t : I :: i t 4 1 : : 1 I I : I I 1 ; ; : .I .: I . 1 I :i I I I�:I W� *��I :: .t :: i I :: LOAD BEARING STEP DOWN :: it I : :I :: ;I i :I i: D M I I it : it i 1: FOUNDATION AT DOOR SILL i FOUNDATION AT DOOR SILL .: NOT TO SCALE [: I - 1: NOT TO SCALE it . �i : .I !I : :I i it i it ! NOT TO SCALE !I it 0 NOT TO SCALE i :I I-- i it H !I I Pi 11 Li- i :t I ........... ..............__---------___ - ...:=:::::�� ::.::_:::::::::::::::::::::::,�....... -:::- ---- ----:::--:::-:�:-::::-::-::::::::::::::::::::--- ----- --------------:::::::::::::::::::::::-::::-::::---::::::-- ---- - -- ---- - -::::::::::::::::----::--::---:-:::::::::.::I:::::::::::::-----::--:::::::::::::::::::::::::�::::,::::::-: :t�::�::::::::::::::::::::::::::::::::::i:::::::::::---:::::::::::::::�; 1 - -::::::::::::::::::::::::::::::::::------:-::::::::::::::::::::::::::::::::* -------::�::::::::::::::::::::::::--::::-::::::::::::::::::::::::-::::::::---___-:::::::::--.:::::::::::::::::::::::-:--:::::::::::::::::::::::::::::-:::::::::-.- --------*----*----------::::::::::::_::::::::::::::::-::::::::::::::::-:-:_::::::::::::::::::::::::-:::::::_:- -_.-- ------_:-:-------------------------�....�------�--------�--:--:::::=:=:-::::::::::::::::: it :----=--.:.:::..:.::.::-::::::-:::::-� -::-::::::::::::::._-:::-------=--::::::::::::::::::::::----- ---------:-:---::::::::-:::::::::::::::::.::::::::::::::::: .......�----------- -------�............... .i Li , I——- ------�---------------------------- I: � 1: :! 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I - �i I i------ P ii i . . ----------- I --I I I _I t ............. : -----------i i :: : I' I I-----------I I 1 77:1 i i 7777 1 1 1 P .. . . :i I A —. . - .-_.�------- �� SLOPE I - i i !I i I ; ::�� VARIES " . :. I I 1 1=1 1 1=1 t , I : I - I :- I - . . it I ; I I i ; i I I : I t i 1 1 1 -.!i !_ . - :! . - . . - , , it I I � : i I : I I i ; I . . 11 I I I I . : .=: I ;_; I : _ _�1: .i i I!_ I - : . it GRADE I :._i i I—! i I I I :- I:.i I�:=��I ; I - -..--.-.7 . - 11 i..............: I._____ :t 11 GROUT SOLID I D i 1 1-i I I!- --i i i - . . i - _ -------I Ill - --/. 5.. i I �i. i- ....... i I�---------- I -_,�TIIL 71-' . - :: ; i, : ! I I . :: . 1 i i-__ : . : - : :I ; :: 1 : I . : . : t: — _—::1:� -------------- - I t ............. I: � AROUND PIPE : : it . . I it : GROUT SOLID I : 1 I I it : �� i I : : :1 .1 I -i. . :1 I I — h I — : 4: : ----: - - .-..i i I ---------- ; � I --fl i� .. : _:I:�:- .. � . I i I I i !�1: i : I�:� It it i I I : i--- . ----------: ::....____ I I 1�� I I i— 1— 1 I: : I i it — .. : : �L,-. I I I i : p i i -1 I I- ! - 1 I i I i rAROUND PIPE : : : I P t : I i-i : - : I YPICAL FOOTING I ; i CLEAN COMPACTED : _: I P - i - 11 it : I-------------i i............... _:: :- � tt . . - , �_I I 1�--- i t : I� R__... : it DRAFT MEB i I - b - 0 i z : :...........:� : . . . . ! : I it - ; ; �il_�� it : . � I . __ - . SEE 1/ST2 ; ---- _r 7 .. .. -�i I. T I I i i :; 0 0 : _1 . I 1 . ....�......... I EH�I 1 L� , ,- , :: SAND FILL : � ��L: � I : * , _. I........ .... : I t i jj� t I I 1_ .-.-.! - ; : FO I.....I— : ------------ i i I � ; I 11 : i L : i :: . :i : . . I T, _____ i ---- i :i i -4- I . V i ; R SIZE/ I -. : it i- . � . .. I q - - : . - 1; 1! : �------1 i ---- HICKNESS 1 11, : I . flil I�; i....J.- -I - �:I= �li� � -.:. _/ - I : i I - . , . I:--., I I 1 i: - - I i_j I I _ - - � :; --- :I i REINFORCEMENT _._. . : I ; :: CHECKED EAW . i : i I :1 _P i --------; I ; i : � _ . : I : �----------- � : i � , . � TYPICAL FOOTING - SEE 1/ST2 i ; I : ==�I I I : --- � : ............. i I I i :i I - : . i I . i : t i i I I , , , ; .. I : i i I i I , I - : I . L 11 8" MIN. - DEEPEN j .....1 I I - 0 0 .. :�I ---- III 11 ;I I . : 11 FOOTING @ CHASE TYPICAL FOUNDATION i . FOR SIZE/REINFORCEMENT � I it :: I ! 1�� I V � . ! :� : --------------- � III � . .� :_ I. . � I SCALE N.T.S. � i : 11 LOCATION AS REQ'D TO I -1 , 1 - - . . -___ , - , -------�1: ------- I :. _. : - � . :. . � :_ - . : - i: j � - -------------1 ! i I I -i i i- ---i i ________' � ---- 11 0 % i: , O ii I ----I I =� I I.........I I I: t t I I :: t - - � I - ____- I , I :I ! t I i , :: I I ....:---------I I i I........ ,1___ I t t i FOOTING DEPTH, I � I I #fl I i - O -------I[ t: DATE 7.20.2016 - I I 1 i OAD BEARING STEP DOWN :; I . : !I ! t i . I I I, NON-L it 11 � �:I 1; — � it ! __: ------ i ._--- : 1. --- t i�llli----- d d . : 1: it : . Im i - NOT TO SCALE :� JOB NO. 16-171 ; i I . it I �1 i . it 1: : . � it I . KEN SHOWER DETAIL), it 11 I I .: I �: it � I ; I :: t :: 11 t t SQ.F4Tvom1FWjV, P FOUNDATION W/ UTILITY CHASE i FOUNDATION W/ UTILITY CHASE LOAD BEARING STEP DOWN , :: A, . � , - It : it I i : :t - - "" ' t it :� : t� it ;�� - ii NOT TO SCALE ; NOT TO SCALE . NOT TO SCALE % �?O%eo i : 1; (P (9 4e : _m-I�dvr : ; "� , , ,, , i : . : . 11 . . ;! : \,kCE/V -1 0 0 . . , V �, l�-- i . % � , I : q I �T " li i q STANDARD FOUNDATION DETAILS . � I �. I i m % nn 14OIQ�iV : I % _ I' MONOLITHIC FOUNDATION DETAILS i STEM WALL FOUNDATION DETAILS i- -- - ---------------- ___ --- --- .------------------------___---------- -------- -- - -----__-- -_'--------_____--------------------------___----------,-------------------------___------------------,-- - ...............................................�..........I......I....�...�� It - ____ __ __ - - I -,----,--------------------------------------- - ------- -----------------------------------------------------------------------------------------------------------------------I----------------------*--------------------------------------------------- I i -ft 9 11 I : � \.� �i -I n g i d44'. I . I I 0 : t I I :: I.". I . I I I : .i Note: Wood vertical construction shown atop foundation details for cic��ity. Wood, cmu, icf or other structural vertical construction No. 16� h THESE DETAILS ARE INTERCHANGEABLE WITH THE I THESE DETAILS ARE INTERCHANGEABLE WITH THE I ion = : 1 1 i - . I ,� � N ii t . �: _v i I . ,IIN, - , t . . 11-0 --�' I . 1: . , , 11 I :. !i STEM WALLS FOUNDATION DETAILS. I MONOLITHIC FOUNDATION DETAILS acceptable — see ST1 for specifics. . i m .. i . i . ........�--- .............................�...............................................�-----I......�---�....................�-----�.............� ------...I...............................................................................................................................�............................................................................�...... ._.___. ...1.I——� 1-1---..............-----�.........I......� � ....�--------------------------------------------------------�..........................................................................�.................................. __...............�.........................�..._............�................ ----------�.....�-----�........ .0 % 'L_1. - __ I...�.....�.................�......__-------�...___�.......I......._.................�------------------------------------------------------------------------------- I __- ___ 0 � ...............��- ......... ................___�....... -I——.......-- -----------------------------------�..................._ .........................__..........�............. ....... �..... ....."'.. I ........11 ---I-1.... --_1 ............. ............ .......I_..�-----------------------------�................I............�..........�-----------------------�-----_-----------------------------------------------------------�.....�—------------------�....................�...............�.....................____.........i. . ........�.............................� ....I __ ___... i I\ 7 I I 0 11 .b '"I ............................... ...........__..............__ ._............................ . 11 IN, A I I t ��. I ---EPDXIED ATR EXPANSION 0 4 � I - t t .. I i /- TOP 0 /i : (2) #4 DOWELS, PER TYPICAL ; - I F SLAB I j\ " ; ; : t I t 0 V D. 11 ...�..... .... I 11 " � : TYPICAL FOUNDATION , HOLD-DOWN PER - JOINT MI. I I \ � i : Ii I § so : I : : i t�1,11" - i t I ,. i L, CAST INTO PAD : I � I . DECKING I #to I : : I I i Is . I ! I , i I : i i I V 41_],_�STRUCTURAL PLANS I V 4 i I i i I I I I : � f : I ; I I . .= I . : I i � . I � . A . � _F_di� , t : t I I i 'I I ; I : : I i III I I\ I I . 1. . I "Ii,) : t I FOOTING OR EPDXIED W/ MIN, 6" %I i TYPICAL FOUNDATION : I i : I ! I i � ,\\ 1� . . 1% � . : i � ,, 1, . . . t ,I I i ! q z : \ I., A 8b" 279 i J : I "M - ; V : t i : : t t . : I . D. , . C', , 1�, 0 t I : I - �, . ( I ! I ---= _� I � � � - V , i i EMBEDMENT, CENTER ;4" IN PAD . �� I III OFFICE COP � � � i : i : : t I i I . x ' ' I'll / I" ; ; : . I � \/ \\ ,/ //,\"/ ________,�_� . - � I , I i : : : ; i H4 / / \"/"\ /� I i i i : i : ::� TYPICA SIDE OF STEM WALL 11 1 4 / I i q q ; . : FTN'G. PADS 36%3�" & LARGER: 1\ \ , \/ , I \�Z\/�/, t : . I ARID \ �\\ \� I - I _a I ! : : I :-----�---_ i i i . � , I : i : m . I ;_;..._ , : : , , SHEET SLOPE i � : I t i I : : . : i � N,STA/D' \,\,/ " i : : i:; : ; ! ; /N / III - I 4 - , _ � i ; : i I 'k 11 1\� /� I/ �/, I . i i . : I : i---- ! . :1 __ - I I : i............._ i I \�X\�FOUNDATION , I" .", - I �, i I a I ! I t : I / I : : : � I . ,\ I " I - I t ;:I ------ - I . I \ ..,. - z ...........-,��--.._-,,-_-_.-_�7_ 1 t - TYPIC : i � 1:i I I I I -- I I \ - \,I" / ou -- @ i !4 .i------- i; I AL FOUNDATION i CONT. . -\- SEE DETAIL _ C 0 �;,-- i � . : �:: _� . , . . i 'r�lil---- - t //, : I I ; i : I x ,.7 1 1 . -_ - i h _1 I i i : : : i : :: =CLEAN COMPACTED `.x,<j/ t : � ; . : - ____---_ - it , I //'I / ,�/// 'A = : t � I . I. I ! . : / �.`,��=j 1 _I [i i i i : :I: REBAR \//, /_'_ .",/ . I .........�.......-i -I----------------�---��.........._� ........... . I 9= LTCG:� I _....�........: i I I\ . I i :i I I I 1 t i : .. - A I I '\ � I I _____- � : ;�I 1A � , \.\\I,�, x \,,, I I,, ,.�, � 17 r--1 I SLOPE ---- -------- __________ ... / GRADE q , 1,�, HEIGHT CHANGE HORIZONTAL #5'S �P �-2 i . GRADE : L__- I- _:I 'T, _____ � SLOPE i�::�I I i;;�;i I 1:_��I I . USE (3) #5 DOWELS I � 11 /, , III POOLTO ,;�,._� ! _M:ii i I i .//l ; - I , I -1, r I 1 16" O/C. I -.1 I- I : I - / � .....�.....�----------------- , I I-----_;I i I_:1:1 _. ! ,�/T1 1, = = - ,, i : ;i : ND FIL'I 1 i .: / \/ / 1 619� 0 \\,,, I ;I I .- I : ; q !I------ I /\,�/ , ,\ // I- : : :. li #4 VERTICAL � /,�// / /\�- - III . it i - Z� ' : ::: I I i �, � � , I . �....._. /\\�/-,\/ �\ 4 t -1 - ----- . :t; ,� ,\ ,/�\�\ .. �I ",� I : � 1 � I ::: SLOPE t R �' `\� I /\ \, , /\ 1\ 0 1� ,i ; �----CLEAN COMPACTED H t I 11 �_ t 11 - GRADE i I! 11 11 __11, z .z -I- CONT. REBAR �7 1 m 1: i I! 00 �� I ; ;;. . I : �I�/\ 11 ,\,'>�,,,\ \ , \ . I/ I i I I I I , , . , , I ,\, '�Zx //\, /,�/ . . . � 4 �.. : .. /\//Y/ .,,/,\/ ,�., ,/ I I t ; : ,* 0 I ANDI PL'L I�ii it \ ; : I i : k / / �/,�, \ I I i -------- i I _�. i tit // I GRAD TYPICAL / , . 11 .. - �-< I I I 11 �_ �_ I E . �i I I I I 1� / I \I \ P. i it � . t, \ I I I --::- � �,_ I N, I :; - \ . - %- - i ____ i ;) I ir--------------- it . 11 IN ,, I /\; , __ __ � � _/ I �.......- - \/ -XX ,\X�-X,\' ,� 1, III , - - i ---------------- -------------------�FDETAIIL k, ,1 � . .. � �if,,,, __j 0 X I I ,,;/ -lik _ - . / 11 I T W �" �I 1� 1 1 - i I - i � 1�<\, ,\1 ___�2 x=)z , �, :i , , \\ I !!I �i I __ /x , - 11 m___ .J - : q . :! \ " it X I III 1 __ .-,-----'____ e _j . I i \�/\\�,'\ , " I - 6-0=,ay, 7 1 < I I 11 0 W 1� < ,---I:r 7��: 1 1 i �_ 0 , 0 0 SEE STRUCTURAL �__ I I / I ��, .. :r < i ; 0-__ 0 1 H . ...........� I: �/,\\//,,/ \\// ",, ., I I =)z t CONT -a , I /\ I'� / I i� 11 11 I a- V) i Ej W F-< r------ ii . �� ,. L: \ 11 I I . I i t . �� I I i . x . I I 11 1, L I I ( I ; :r LL) . � _ �- � -.1 it 11 \\ ,\ \ "� /,\ -9 11 e \ I \ 4 of 4 i ii x\x1\\/1. ., , I — D 12:')z- I i a_U_j REBAR I ? /I/�_' / . . I LLJ : 5 a- ! ii A- I I a md =----— n�-< I i ii I I ,� /� � /� I I I I I , I t- 11 11 I FOOTING SIZE, a: 0_j o of ___ ___-K xi t �'! it .. I /1. // � 1, .I . .''. � , , � . -j . � 11 I , a- �__ I < SEE STRUCTURAL : \�./,\\\. x/\�,�-,/,x� � . " D c.- �_ 0 0 0 0 [11"" I . , . \ I � , . : z�� 11 0 . i Q_ V) - f__ __j I : i ; 1, , / \ _� x : - � \ I __ < I 7 : : � /I - __ m jol LL_-= =========== �_� , 4 0 9 . -. I I :iI - < \ : : � � I I REBAR SPEC'S. a- Ln i I ( I 11�', . : . : � � I i . . : o /I � A ____ . � ��l : FOOTING SIZE, 2,,lzl�,z . : � \\,' ' CLEAN COMPA , \ \.'III\ . L ; IN\\N\ .. SEE STRUCTURAL L Li�-< I . I , I I I /�/�/ ____ I I . , / I I PER STRUCTURALPLAN .I- I =__ I 'SAND FILL �/-1 /- \ /, , I a-D a- : I \1 �,I 11 , i PLANS FOR SIZE, i ] I i I I : I """ ; f, 0 X � . , �/, \. , � � - J* HORIZONTAL REBAR I REBA,R SPEC'S. < �_ �, 0 i I / "/ \>/1 , , . .� m - I - i I 4 0 0 ON . � \/ /1 I , \// I/ * SECTION VIE 11 i V) i ! : /� // /, . I I I 1 24" .0 15 STEM WALL W/ 45o CORNER DETAIL FACE _YIEW I SECTION VIEW � 1,X /, 1, / %.� r� . - ... I A. _ i c� - \ � \ I I MIN. REBAR SPEC'S. i PER STRUCTURAL PLAN i_\1 �x X. 1, I I CLEAN COMPACTED SEE STRUCTURAL "! �/\/ ��\ I I I"I� /\ 11\ I . /� . 'I t>,A , ,�� I / � � , . ST2 NOT TO SCALE PER STRUCTURAL PL i PLANS FOR SIZE, I " .,�,', 1��I/ �. I , , . " N-01 ! I / / '\',� , � %/. " 1,� '\\ - \ : SAND FILL P 1, . . 1\ \ �\ PAD FOOTING FOR MONO SLAB ! LOCATION & , FOUNDATION Q P / . � / \,,�', .� \ __ - I i __1 _ �\ /, / ��: I 1 I " �,/ , I : 1< , �, I STEM WALL HEIGHT CHANGE ; PAD FOOTING FOR STEM WALL I �,�'. , / , �. I I /\ - NOT TO SCALE : AN REBAR SPEC'S. I . NOT TO SCALE .1, \I..." I \ /I , : � 11 1\ " I\ NOT TO SCALE i NOT TO SCALE FACE VIE I,,,, /� , \ I \.". ! �, 11 I � /1,�11/ ''I',I,\ //�' �� I I , � ! , \ /� 11\ I 11 I - I - _____ ____ - - - __- - _________ � MEN" - __ - � � . /// 4 M /// 71 M 11:9�! _\ �r,F � AII 0 1 : 4 � � � � _\ �r,F i � � � 1 I I I I — I i I I ! i — I � - i � � I � � — I— I I � � � � � � : , � � � I : : i i I �- t � I I ! I i I i � Ifl �� 777 � I . � � � � � � � I , : - I 11 � � � I'll-E�1 � I _ � " I— I"-, I I I � � �-