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Francis Avenue 1920-1922 rs FRI rUs Sloo gFROlueros Shoe plates should never overhang the foundation/slab edge at the building 0 23 perimeter. However,many limes when the foundation is not properly placed- ILL 3'0 i.e.incorrect dimension(s),out of square,etc.-the vertical construction is Mir M X positioned in a manner that results in a shoe plate overhanging the slab edge in an effort to keep the framing square. This results in numerous structural madequacies that must be addressed in order to maintain the structural integrity C, of the building. Since this condition should be easily recognizable at the time layout lines are 2x 5EARING popped on the slab,corrective action should be taken immediately rather than WALL A50VE A 0 waiting until later Men the repair is substantially more costly and time consuming. Corrective action at this stage is very simple:Increase the nominal L Ems 50ARD FLOOR TRUSS s one-and-tliree-quarter(11/4)inches. Example:If a 2x4 wall is indicated,use 2.x6 ' kluildims ize of the wall firaming by two inches for walls overhanging the slab edge up to 2x4 RIe5ON framing.The shoe plate material should either be treated for exposure or CONV.STRAP protected accordingly. Connectors-WOOD*Tie rods,sill plate anchom.etc.- 5EARIW3 WALL' 16 vE FirstSource should be sized and spaced according to the original design intent shown on The TO CANT_FLO07R 0 P of Jacksonville o engineering and all minirnum specified edge distances for the concrete shall be CONVENTIONALLY STRAP ALL SYSTEM PER Se- 21 .E 0 maintained. If conditions exist where the shoe plate will overhang the slab edge SECOND FLOOR ROOF BEARING NOTE ON 51. (D= 15LKG 4 '1 DESIGN CENTER more than 11/4",contact the Engineer of Record before proceeding. (NOT SHOWN .2 SHEATHING t Inn WALL5 TO BEAM5 / HEADER5 r-OR CLARITY) ID AeOvE lot E 6550 Roosevelt Blvd. If corrective action is not taken at this time,it is likely the wall(s)will require 5ELOW PER DETAIL A/STI. rRu's -.2 t re-framing or substantial enhancements(more extensive Than simply increasing FLOOR tj Jacksonville,FL 32244 REMOVED .0. the framing size by two inches)at a later date. If corrective action is delayed FOR IBEARING WALLS OvE Me) Tel 904.772-6100 '11i 17. POP, CLARITY. 0 ements-"irin .0'0 until after rough trades have been completed,it is likely those ell g., CANTILEVERED FLOOR SYSTEM NAIL EXT. WALL Fax 904.317-2835 plumbing,mechanical and security-will have to be removed from the wall SHEATHING TO STRAP w/ MSTA24's, 24no/c, while the repairs are made and replaced later. Additionally,if corrective action -6 R155ON 5OARD THIS DOCUMENT,ALCING;WITH is delayed filirther until insulation,d"all,trim,etc.are installed,these elements LL TO FLOOR JONST 13ELOUJI 4 15LOCKING. ASSOCIATED DOCUMENTS, is AN E will have to be removed and later replaced to properly effect the repair. te Z INSTF431ENT OF: ENGINEER'S SERvjCE FOR THE ExCLusivE USE AT THE PROJECT TITLED In conclusion,if a shoe plate is going to overhang a slab edge I�,4"or less, immediately increase the wall size accordingly so that no additional or HEREIN. INFORMATION DERVIED substantial repairs are required later. If a shoe plate is going to overhang a slab FII THIS DOCUMENT,AND/OR 17 ASSOCIATED DOCUMENTS,MAY edge more than 11,4",contact the Engineer of Record before proceeding. LLJ III NOT 5E USED FOR OTHER 0 2x4 R155ON Suj WORK( )OR FIROJ C 42� Q) 41L A & & A & A WITHOUT THE EXPRESS WRITTEN & SW W W PERMISSION OF THE PROJECT 40 01 t5 F;ZEV 1;)ESICIRIPTION 0' : 5ECTION 5 -5 1C 0 111 A 1 111 1% A I - - I - 111 4 0 Cj 2 Gjo� (2) Hi�'s of; (2) (2) d' (2) (2)1-15's OR (2) : SS (D.2 2 (2)Ha's OR(2) "'A MT MT612's 0 TRUSS 10 MT612's a TRUSS MTSI;Is a T 65 SI 3-T( -1 To 0 3-TO-TOP 12 w/ C T03-TO-TOP IE W/0j, T03-'rO-T le b 3 - (1)UX:IOD, �Tol R7owc/> *2 SIFF 2x4 #2 6FF 2x4 (1)WOOD-Tie ROD UkX)DA t I/WOOD*Tla POO I 7-1, !in 4 IpI9 02 5Fr- 2x(o Ili* 20lu 02 SIFF x __e_ 2-A *2 jFF_2x+: 2x& In r 4 1pig 02 5PI 2PI W I r<U *t7 i-e2:5. POST. TM POST, POST. T03 POST. ;Gs- 96 tiem 12" j/-6--� F2 o/a TRU (THESE TWO (THESE TWO OCATIONS ONI Y) U T04 104 1 T05 -K fl W T05 U4 U4 j) 110 .0 In /-H I L T06 To& L__j 06 -777-7------- 701 101 Ica T05 0 IN H. T01 2plV #2 SPF < 2x4 POST a 2x4 POST a CL 02 Sf?E 2YA2 E4F?F 2x4 WU (D ---------- fi L 17- 12 o/c. 12 O/C. T05 2plq *2 8 F�F 2x4 2pl( 0 POS� 02 �F03 (TWESE TWO (�HEe,-E'Two ipu- 0 0-4 LOCATIONS ONLY) LOCATIONS ONLY) p04 CIA ------ T03 ID TO33 :5,0 E USE (2)MSTA24'S PORIZ. USE (2)MSTA2*5 HORIZ. 0. CJ03 CJ03 6 HDR-TO-TOF IES. 0 HDR-TO-TOP fEs. ZE E 0 M= 2 W 0 1-12 44L I � 4 I ---------- -a--- > PILU E _T X FX JO 1 3 .9'r, C-4 (2)Ha's a EACH FLOOR LGI R In. D# !r2- -__OF le W/ WOOD* 812 ------------- 0 CONV. STRAP EA PS * 4' o/c 4 2x4 02 8010F STU .2 19"old. AT OPENINGS,US;= (7) 2�-a > END OF 11SWIJ CONV. 5 RAP C-LD CON �TRAP Uj �r 0 OF 112 '511111 MTS12's a EAC14 TRUSS-TO-HDR. W EN .1WII DIRECTLY TO END -92 DIRECTLY TO FACE OF FLOOR DIRECTLY TO 440TE (2)HTS20's 0 ALL TRIM FACE OF FLOOR JOIST E!IELOW. FACE OF FLOOR F0l5'&-T0-2pl9 02 6"2x4 POST w/ O-S (1);4rM TO ATR * 5AW OF POST. 4 JOIST IBELOW. JOIST 5ELOWL I 10 E 0 00 Z 2rol FLOCIR 5TRUCTUFRAL PLAN 1,5t FLOOR &TRUCTURAL FLAN ow 08 311(o 1 -0 0 M U_ In. CL :E! ;0 In. 0 C> W (P a, Z :3 ENGINEERING E3ULLETIN5 3:. 00 W .0. RIEG15TER To RECEIVE FREE ENGINEERING 4)-9 q 0- E3ULLETINS VIA ELECTRONIC MAIL .8.0 -0 4�. E-MAIL5 WILL COVER PENDING CODE OR DESIGN 0 W METHODOLOGY REV[SIONS, OR UPPATES, CHANGES TO '0 (P STANDARD DETAILS AND OTHER TOPICS OF INTEREST On 12 R. FOR 5UILDER5, PLAN REVIEWERS, INSPECTORS, CID' FOUNDATION CONTRACTORS, FRAMERS, HARDWARE 0 INSTALLERS AND OTHERS. IF YOU WOULD LIKE TO DESIGN JL5 RECEIVE THESE FREE 5ULLETINS, PLEASE SEND AN EXTERIOR WALL STUD DRAFT JL5 E-MAIL WITH THE SUE3JECT LINE "REGISTER FOR ,5CHE12UL 0 5ULLETINS" TO -8 t' CHECKED CDR 120m9b,EXIPOSURE C,FLEXI15LE FINISH.PARTIALLY ENCLOSE (D SCALE 3/1(0 STLZ)SIZE,SPECIES MAXIMUM 12 I-EIGWT 4 o/c SPACING. Z 0 DATE 1-21-06 ALL GRADE 02 Z7E �O C - (ZND- INTERIOR A ib Zj EXCEPT AS NOTED. ZONE ZONE 82 2x4 SFF V'olc a. J05 NO. J2021-12 2x4 SPF 12"olc <0 PLAN NOTES LEGEND END-ZONE IDENTIFICATION SILL M-TO-FOUNDATION SHEAR CONNECTOR SCHEDULE FOR WOOD*Tle APPLICATIONS FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION MASONRY CONNECTOR SCHEDULE A SQFT. 24 -24a4 2x&SIFF Irp"ola 51-1. 14'-4- C1 - 1 11 EXTERIOR WALLS NOT DESIGNATED SHEAR-WALLS - INTERIOR 4 EXTERIO �E COWER OF DESIGNATED AS SHEAR-WAL MAXfl`!UIM O/C SPACW3 OF ANO-IoRS,- IN INCI-ES 2x6 SFr 12"O/a 14'-Il" CLIP,TIE FASTENERS NAILS/SCREIUS TO HARDWARE/ AsTm 301 NT LOCATIONS EXTIMONO FOUNDATIONS EXT/STEM-WALL FoulvATioNs CM WALL TIE-BEAM I LINTEL _7 Pro' ineer 1)SEE SHEETS STI 4 ST2 FOR ADDITIONAL NOTES 4 DETAILS. or$TRAP or NAILS FIRAMM MEMBERS CCqNErTOR (SIAE 1015) 2 1(2)2xI0-2 HEADER/eEAm CALL-OUT 2)(6 SYP lb"olr_ 14'-2" 15.-111 AM SIZE MIN W-MD MIN EMBED MIN EDGE DIST MIN WIDED MN/MAX EDGE MIN W-ew EDGE 016-r 2)THESE DRAWW-15 CONTAIN SPECIFIC INFORMATION INCLUDING,IBUT HOUSE - TYF1 MAXIMUM O/C SPACING or- EXTEMR] WALLS INTERIOR WALLS rV NOT LIMITED TO,ARCHITECTURAL ELEMENTS,DIMENSIONS AND 2>*SYP t2llo/c IS,_11 161-51 42-5 (5)ad PER END (12)16d ABU-44,-66 5/s`# S-L/2* 5-1/2, - 31 12' 1-3/4'/ N/A - LOCATIONS PROVIDED 5Y OTHERS. 51,111-DER5 FIRSTSOURCE 15 NOT NUM15ER OF: KING-STUDS EACH SiDE OF OPENING ANCHORS- N INCHES SHEAR-WALL TITSN t-0 %,,o TITEN HD 9-0 TITEN HID %"0 TITEN HD 7xa SYP Irp"01C ]&-I, IV-11, H5 (4)Sd PER END (10)I&d/EAC44 LTr205 lt2"#(EA) 4-1/4"wl MIN 5-tt2l 41 w/2-1/2"EIM'G 12- 1-3141/611 12. _E FOR THE ACCURACY OF INFORMATION PROVIDED 5Y NUM5ER OF JACK-5TUDS EACH SIDE OF OPENING 3' 411 11!HEIGHT WO TITEN WD IDESIGNATICH (MIN.2yb FRM'G) 2-1/21 SPC'G _21 w/41 SPVG t 4 MN 3-WI10t. QharI6 M, Rhodebeck,PE 2xS SYP 1211olra 201-51 211-1" 43 M0 Wd x I-LO2'PER END 5/814 3. HT % Ii-10 TITIEN HO (MIN.2x6 FIRMrs) 3(1* 4W 42- 60, - (22)10d SNaE MGT 5-1/2, 12. Professional Engineer OR DERIVED PROM OTHER SOIJRCES. SIZE OF HEADER MATERIAL (02 SY10 U.N.O.) 1�1 (NOMINAL) 9W - 12- 1-3/4"/rp" 3)ANY DISCREPANCY - DIMENSIONS,ORIENTATION,ETC.- BETWEEN 2 SW2 21' 3W 32- 45 MO SYP Irp"O/a 23'-111 24'-Ill MTS12 (14)Iod or lod x I-10"TOTAL 2x 02)10d DOUBLE MGT (2)SiW# 1 3. FL License No.26497 NU-15ER OF PLIES IN HEADER FP41 S-101 5-10" 12"_ 3-1/2"/4" 12- THESE DRAWINGS AND THE ASSOCIATED ARCHITECTURAL and/or 1211 31, 4W NOTE 19" 27 22' 32- 2xlo SYP 12110/6 HTS20 f2O)Od or(24)Wd x I-la"TOTAL (IS)Ir2d SINGLE HTT16 5/a"# 5-la, 1-1/2- 2- 12- 1-3141/611 12. SITE DRAWINGS SHALL 5E REPORTED TO IBUILDERS FIRSTSOURCE r -to TRu", s ara%g valid without raised LGT2 -112" 1-1/2" -V21/-e 12- seal igned in RED ink. ALL EXTERIOR HEADERS UNLE55 NOTED OTHERW15E 10 ft 20, 441 SPECIFIC STUD SIZFjGRADE/SPECIES/ i 0 Ta Ic AT ONCE AND No CONSTRUCTION SHALL PROCEED UNTIL 1)USE SIMPSON)VO OR%,0 X to"LONG TITEN WO SCRIELLIS,UN.O. fl4)*d SNIQMS TO M 4 POST 2x(16)*d DOUBLE WTTIrp (2)5/V'4, 3 4" 12 3 -9 11 ft 26" 4V 2))VOTITENHIP4 SHALL BE E�IIDFDDEPMK3-%"At4DVOTMNHP'SSHA-L BE EMBEDDED SPACING INDICATED ON STRUCTURAL 80 CORRECTED. PLAWS)SUPIEFRSEPE INFORVATION N WIrp,-165,-16-2 M 10d x I-VVTO TRIM,(10)TO IE:/POSl 2x(18)I&d TANDEM Wrn& (1)r7/84- 5-M, 5-1411 r. Ibn 1-3/4"/b" NIA -5 Builders FirstSource 4)VERIFY 51.111-DING-1 ORIENTATION WITH ARCHITECTURAL DRAWINGS ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE 12 ft 21e 361 MIN.4-Yal INTO M SHADED/HATCHED CORNERS, 3)AT 141GR e I-0114Y ME -ULALLS(TAL 14' 4 ABOVE)USE"NON-DESIGNATED1 SC44EDULE MSTA12 (10)10d TOTAL (32)16d Sinkme all4SLIE HTT22 Slano 5-1,171 14-1/2" 2- 15. 1-3/4-/r.. N/A ir 2 of Jacksonville Ir'TIO!'t ANCHOR NFACNG SCHEDULE E INDICATED SPACNG 15 TI(3zHTEWCLO5ER THAN IN ALL OWS SHALL SPAN AND SITE PLANS MFOFir=C49MMENCWS CIONSTRU- 31. 5)ALL INFORMATION OF:A STRUCTURAL MATURE(1-a SW_ SHEAR-WALL SEGMENT REFER TO SHEET 5TI FOR ADDITIONAL INFORMATION AS IDENTIFIED AND 14 rt 20, VESIGNATED SHEAR-WALL"SCHEDULE. 0014TINUOUSLY PROM FLOOR TO MSTAIS fl4)tod TOTAL 2x(32)thd Strkere DOUBLE HTT22 1(2)5/9"41, S-It2l %-in, 5. SEE PLAN N/A 0,0 FL GoA Number 00008494 BEAM/JOIST/C.OLU-NA4EADER/STUD/CAOWECTOR/FOOTIW-i/ETC- DIMENSIONED A5OVE, 16 Ft 1W 21" 4)%"0 TITEN I-Va USED IN EXlERJOR WALL APPLICATIONS MAY ONLY BE USED IN WALLS FLOOR OR FLOOR TO ROoF/CLNG MSTA24 (18)10d TOTAL ?Is)44 X 31 808 :2 0 SINGLE PHD6 1/8-4, 0. 0. 3. 13-1/21___i 3-1/2'/4* 13-1/21 52 GA PEF Number 004586 ca 2 SIZE/C.sRADF-/Sl=ECIES/0`UANTITY/STREWsTH/ETC-)SHOUN ON THESE INDICATE WALLS SEGMENTS 15 ft 1,671 24" CONSTFRUcTFP OF 2xr.OR LAW-.#ER FIRAMIT-rik ASSEMIBLY WITHOUT BREAK OR MST31 (42)l6d TOTAL 2X(V V0 X 41 SIPS COOLE F114D(a M 1/5"t a- M-1021 3" 15-1/2, 3-1/2"/41 1612 - ALL - 5)ALL TIT04 HD'o SHALL BE INSTALLED N THE 4 OF TI-E SHOE E AND MAINTAIN MIN. INTERUPTION UNLESS SPECIFICALLY _ a. I SIGNED A SEALED ENGINEERING DOCUI-1ENTS SHALL SUPERSEDE APPROXIMATE WOOD*TTs ANCHORING ROD LOCATION. SEE IIWOOD#TIa WHERE END-ZONE 20 ft 14' 22' C014CRETE EDGE P15TANCES OF 2-FOR)VO'a AND 34j'FOR VVe. T1,4 DETAILED ON STRA)C-TURAL PLANL MST40 (46)Ill TOTAL (20)Y470 X 31 WS SINGLE 14DQ3 1/8"41 13-10" 1-3,/4" 5EE PLAN NZA !�I SHEET INFORMATION OF A SIMILAR NATURE 514OUN ON THE ASSOCIATED FIRE55URES SHALL APPLY 22 Ft 12- 1 201 6)TITEN HtMs USED FOR EXMRIOR WALL APPLICATIONS MAY BE USED OWY WI (D a, ARCH11TECTURAL DRAWINGS. DETAILS 4 SPECIFICATIONS" ON PAGE 6TI FOR ADDITIONAL INFORMATION ON TO COMPONENTS 4 MONMI714r-FOUI�VATI"AND MAY NOT BE USED IN STEM-WALL APPLICATIONS. *IT IS ALLOWABLE TO FOLLOW THE MST60 (!516)I&d TOTAL 2x(20)VIII,x 31 EIDS DOUBLE HDOS M I/a"* - 13-1/21 13-10" 4-- SEE PLAN WA W Ackh. THE LOCATION AND INSTALLATION OF WOOD-Tie ANCHORING RODS INTERIOR ZONE$Ci-EPULS FOR g. 3. 111 ro)MINIMUM REQUIRED 5EARIWs LENGTHS SHOtLN ON TJ-5EAM CLADDING� WALLS NOT 1)AT EXTERIOR WALL APPLICATIONS WITH STEM-WALL FOJ14DATIONS,USE EPDXIED ALL-THREAD ANCHORS AS FOLLOUS. WALLS FALLNG IN THE END ZONE C-Sirp (30)Sd or(26)%9)d TOTAL (24)Y4"#x A'SPS SINGLE HHDQII I"o Seg PLAN----- N/A 4)15 OUTPUT HAVE IBEEN ACCOUNTED FOR IN THE DESIGN AND,WHEN SHAC)ED/HATCHED AS 1a)IN LIEU OF V'O TITEN RD'&,USE Ya"O X 4-J?EMBEDMENT ALL-TWREAD RODS w/MM 2-CONC,EDGE DISTANCE AND SPACE AT H&E THE INDICATED REGION PROVIDED THAT DOUBLE SPH14,-6,-0 (12)lod x IAW 2K(24)4"#x A'SDS DOUBLE 4.001 M 1"0 1150. Ill 4- SEE PLAN 0 APPROPRIATE,5EARNG-ENHANCERS ADDED 50 AS NOT TO "Rao" IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR 5EAM CALL-OUT mn'y) INDICATED A50VE MAY USE SIPACING FOR VO TITEN HD's. STUDS a THE SIM/SPECIES/ WAWD22 (23)thd (16)11 .3T3 <2)3wil -1. SEE PLAN II-In. HI W 51 EXCEED THE MAXIMUM ALLOWA51-E IBEARIWs CAPACITY OF ANY INDICATES THE SPECIFIED HEADER OR 5EAM IS RAISED A50VIE THE 12 LINE INMRIOR-ZONE PRESSURES 1b)IN LIEU OF WO TITEN HD's,USE%110 X 51 EMBEDMENT ALL-TAREAD RODS w/MIN.3'CONC_EDGE DISTANCE AM M SPACING GRADE/SPACINS ARE USED. LTP4 (U)Sd x 1-It21 TOTAL (16)16131d WGIT4 <2)3144- 7 is. 3. SEE PLAN e STRUC-TURAL ELEMENT. INDICATED FOR WO TITEN RV& DUE TO MATERIAL UtLAVAILA51LITY, 1)ANY STRUCTURAL ELEMENT SPECIFIED WIT14N TI-ESE DRAWINGS FOR CADMPONENTS 6 IcJ,ADD NUT AND WASHER ATOP SHOE e AT EAC44 ALL-TWIREAD. MAY E5E REPLACED WITH A LARSER,STRONGER ANDIOR INDICATES DIRECTIONAL ORIENTATION OFSPECIFIED FRAMING MEM5ER fE HEIC44TO>24't%W USE A35 (2)Sd x I-In'TOTAL TIF.WNGII and TRAMD4GTD+0tk0ATI0N1 ULE NOTES. 00 CLADDING. Id)USE SIMP50N TWO-PART EPDXY MR MANIPACTURER'S INSTRUCTIONS. 5UILDING DESIGN CRITERI 'a-2 5)SILL PLATES SHALL 15E ANC40MD WIT14IN 12'OF EACH END OF EAC44 SEGI"IENT OR PIECE AND ALL SEGMENTS OR PIECES SHALL HAVE NO FEWER TRAND -I'LSL STUDS IL MF-TA20 (12)10d x 1-1,91 Am of 2 wiGHeR-=AuTY el-EmENT/PART/mATERIAL WITHOUT ADDITIONAL TH"liNI 1Y'F.EREIGHT5"24'MAY Us�l:T='0, 1)USE SIMPSION AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TC-FOUNP.CC"�IRCTIONS UN.O. -0 ANALYSIS REQUIRED. (2)ANC44C56. L5L *CONTRACTORS DISCRETION. HETA20 (121 lod x I-V2' 2)ALL DIMENSIONS(ROD DIAMETER.EMBEDMENT,EDGE,ETC�)AIRE MIN"DISTANCES U1,L0. CODE: '04 FEBC-R �-Ca 8)DO NOT SCALE THESE DRAWINGS.DO 140T ASSUME WALLS ARE DESIGN LOADS - USE (MIN. W32" THICK SHIN(3 Lu/ TILE ROO COMPONENTS 4 CLADDING FRIE55URE5 - IN "P5F" LGT2-MASORRY (16)I&d SINICERS TO TRUSS, 3)"DOU5LE'HOLD-DOINS REQUIRE MINIMUI W SPACING 15ETUEEN ATR Al"ilCHORS UX0. 1q20_1q72 prMe 2x4 IDECAUSE T14E ARCHITECTURAL, DRAWINGS UPON LLIHIC"THIS (1)V4"0 x 2-114"TITEN SCREIS To WALL 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE EXTIERI FACE OF:THE 1BUILDIN65 TYPE-. PARTIALLY ENCL'D /4vt FOUNDATION,CURB OR CHU WALL TO THE 4 OF THE ATR A14CHOR ENSSINEERNG is aA5EE:>SCALES AS 2x4.REFER TO STUD SCHEDULE - ROOF LOADING (191.25 LDF) - FLOOR LOADING (ol.00 LDF) NET Or-NG or WALLS ROOM �PITCHES 3/12 <1/12 ROOFS- PITCA-4ES,1/12 < 12/12 GARAGE DOORS PARTIALL IN 5ND-ZONE MTSM16 (1)Wd or 10d x 1-1/2'TO TICS81 5)MIN.EDGE D15TANCE DOES NOT APPLY AT INTERIOR CURB LOCATIONS ONLY THE MIN. 5ASIC WIND SPEED: 120mph (3 ser- !@u9t) FOR MINIMUM STUD SIZE/SPECIES/SFACING,FOR APPLICATION.STUD TOP CHORD or R_4FTER LL. 40/psf PL. 15/pef TII AREA IN END-ZONES NT�ZONES CRNR 4 E-ZONES NT.-ZONES OW C-20,11ES CH E-ZONES CRNR 4 E-ZONES, NT-ZCNES 014 C-ZONES 014 E-ZONES plIRESSUIRES FOR CZRAGE DOORS WIT14 ONE END(ONLY)EXTEND1143 MAX. (4)114"t x 2-1/4"TITEN SCRE-US TO WALL EMBEDMENT 18 MEASURED FROM THE LOIIER SLAB ELEVATION MILDING-2 CATEGORY: 11 A D/oR COLUMN SIZES SHOWN ON STRUCTURAL PLAN SUPERSEDE LL: 20psf DL: Ipsf w/FG - WIND LOAQIING (01.60 LOF) Square Feet W-0"INTO AN END-ZONE.ALL PRESSUIRES NEGATIVE(-).EXCEPT AS NOTED. 14TSMICP (8)bVd or 10d x 1-1/21 TO TRUSS, 6)ALL PARTS/MATERIALS TO 13E INSTALLED IN ACCORDANCE WIT14 MANILFACTUIRER's N (4)11414,x 2-1/41 TITE114 SCREWS TO WALL THOSE Sl-�ON STUD SCHEDULE.WHEN A COLUIN 15 SPECIFIED AS POS.(+) NEG.(-) POS.(0 NEG.(-) POI(+) NEOL(-) P06.(+) NIEG.(-) tea NEG.(-) POS.(0 NEG.(-) PO5_(+) NEG.(-) NEG. NEG. NSTfZJCTIONS 4 DIREECTIONS WIND IMP.FACTOR. 1.00 LARraER T14AN ADJACENT WALL FRAMING (ey-3pl9 2xro POST N A 2x4 SHINGLES, 20psf* wl TILE 120 MPH WIND SPEED <20 Ft 4471A _bS.9 +4'lfp _50.1 -323 -sib +323 -44-4 +44.5 _bss 444-91, -41jr, LE�GTW(IN FEET)OF DOOR INTO END-ZOW Poe.(4) 4416,-165,-16-2 M Wd X 142'TO TRUSS, 1)ALL NAILS SPECIFIED ARE ICIVIMON"SIZES UNO. FURREO-OUT TO E30T. CHORD or CLN'G JOIST - SEISMIC DSG.CATEGORY (*1.60 LDF) -134.9, -823 -623 DOOR SIZE (6)114"0 x 2-114"TITEN SCREWS To UIALL 8)MNIMUH ROD SIXEA3RAr>E,EMBEDMENT 4 EDGE DISTANCE SWOM ON PLAN SUPERSEDES WIND EXPOSURE: WALL),THE ADJACENT FRAMING MAY 15E EITHE 20 <rpo ft 4".1 -56.0 461 -4cU .30h _IS3 -30�8 -43.1 -43.1 -51.1 +431 -45S 1- 1 2' V 4� rp, PSF (10)1144 x 3'SPS TO TFU%, MIN111*1UMS SHOWN ON THIS CHART = WALL MAY BE FRAMED WITH THE LL: 10psfol OL. 5/psf "All -Bab FGTR W MINIMUM EDGE DISTANCES OF 4'OR MOIRE REQUIRE MINIMUM&'WALL FRAMING INT.PIRESSURE COEF� MATCH THE COLUMN OR THE ENTIRE It24 x b*TITEN WD's TO WALL 0 KW U ITY) T�� s=T_1///" rj Fl VIC T041To. '06 -42J -4SB -471 -4-4.1 _WA _Wh 10)MINIMUM W SPACIWa 5ETUMN META-or HETA-ANCHOR&UNO. EXTERIOR WALL FINISH: FLEX15LE LARSER MATERIAL,AT CONTRACTOR'S r,>I&_-l;7ZETION. 20 pef DL FOR TILES<I&psf,FIER FMIC`APPENDIX AII TILES>IrvW REQUIRE ADDITIONAL ANALYSIS r,0 <100 Ft 43.1 -522 -43.1 -46.8 r-21.1 4.61 +21.1 -42J S'x 4 LGR DOORS -41,b -48J -4&cJ -4S3 1 -"2 -43.1 1 (a)10d TO FRAMW4, -41,6 -41b -19,2 _162 ___1 42.1 -4W I42J -4" -262 -M13 .262 -41* -31.71 -4VP -41A 16'x 71' 4 LGR DOC" _4151.1 -462 1 -46A 42J MSTAM-36 11)MIND-UK 1-1/21 EDGE DISTANCE FOR TITEN SCREWS 20 pef ILL FOR CEILING JOIST WHEN USED FOR!LIGHT ATTIC STORAGE > 100 Ft 1(4)1/4"+x2-1/4'TITENTOMA$C7t4RY -1 I2)MNDUM 411 EDGE DISTANCE FOR TITEN WD16 T1415 BUILDING MAY BE USED N A WIND-EIOFI�E DEEMS REGION WIT14OUT MM GLAZED OPENING PROI CTICN OR 01FACT-RESISTANT GLAV -_W116-- liders RrstSou FirstSource Q'RV"2,uer'o39 FirstSo tt "U"Trav- Shoe plates should never overhang the foundation/slab edge at the building 0= -8 20,59-perimeter. However,many times when the foundation is not properly placed- 0 '3'1 i.e.incorrect dimension(s),out of square,etc.-the vertical construction is �L MLL M positioned in a manner that results in a shoe plate overhanging the slab edge in .an efforl to keep the framing square. 'Mis results in numerous structural inadequacies that must be addressed in order to maintain the structural integrity of the building. Since this condition should be easily recognizable at tire time layout lines are -6.9 St; popped on the slab,corrective action should be taken immediately rather than '15. 0 o waiting until later when the repair is substantially more costly and time consuming. Corrective action at this stage is very simple:Increase the nominal Aft SAS size of the wall framing by two inches for walls overhanging the slab edge up to -0 one-and-three-quarter(11/4)inches. Example:If a 2x4 wall is indicated,use 2x6 22 6V uildur F framing.'Me shoe plate material should either be treated for exposure or .Q.2 protected accordingly. Connectors-%V00D*Tie rods,sill plate anchors,etc.- should be sized and spaced according to the original design intent shown on the >E FirstSource W P? of Jacksonville engineering and all minimum specified edge distances for the concrete shall be maintained. If conditions existkhhere the shoe plate will overhang the slab edge a, more than P/4",contact the Engineer of Record before proceeding. DESIGN CENTER CD W If corrective action is not taken at this time,it is likely the wall(s),Aill require E E A 4) 6550 Roosevelt Blvd. Te-fi-aming otsubstantial enhancements(more extensive than simply increasing Jacksonville,FL 32244 the framing size by two inches)at a later date. If corrective action is delayed Tel 904.772-6100 until after rough trades have been completed,it is likely those elements-wiring, plunibing,mechanical and security-will have to be removed from the wall 20'-0" 20'-0" Fax 904.317-2835 while tire repairs are made and replaced later. Additionally,it corrective action is delayed further until insulation,dilywall,trim,etc.are installed,these elements 11416 DOCUMENT,ALONG WITH 0 Asec<xvATED DocumEN-rs, is AN will have to be removed and later replaced to properly effmi the repair. 2'-0- ST2 W-01. 101-011 =1 10,-0" 8,-o" 2'-0' wo E INSTRUMENT OF ENG;INEEF;VS SERVICE FOR THE EXCLUSIVE In conclusion,if a shoe plate is going to overhang a slab edge 13/�"or less, USE AT THE PROJECT TITLED immediately increase the wall size accordingly so that no additional or 15'-1 02L 3'-6- 3'-6" 115'-10� e- HEREIN. INFORMATION DERVIED substantial repairs are required later. If a shoe plate is going to overhang a slab FROM THIS DOCAk*tENT,ANDIOR edge more than 13/4",contact the Engineer of Record before proceeding. A650CIATED DOCUMENTS,MAY % r---F----i NOT BE USED FOR OTI-ER 1* -1 - - 4" C-01�r-jj u 41, WORK(S)OR PROJECT(S) 1 0 &1 WITHOUT THE EXPRESS WRITTEN -ISO= r_ 5LA131 ST2 MIN) -r- SHEMIN- 00 �SLA5 1 1 80 PERMISSION Or-THE PROJECT CONC 4" ON(�,o m-&LAB A 0 SLAB-M 0- ENGINEER IDENTIFIED BELOW. % V awt-RIPTION DEE CD 0 --- ---------- -------- ------------------ ------------------- --------------------- --- .0 24"Wx2O"D 50 W 2 FOOTING W/ 2 CONTINUOUS 0 (D .2 00 ST2 "Go 4 &'-&114 2 1/411 CV-6 1/4" 2'-11 21_l - 11. . 11 12 12 0, 5T2 5T2 4ca 0 a CD 4 ---------- 4-1 10 ----------- ---------- ---------- 0 6T2 t- ----------- ------- 2 12 8T2 77 1111110-7r- 11��T2 7 Z E r------ ------- I M.- '00 S (0 Ij! ------ ------ 1-9 L------- ----------- - -- -------j 00 Non mmmrml-- \,"2 ST2 i ---------- ----------- ---------- &.1 C '9 i wu� oy 4" CONC. 5LA5 4" CONC. 5LAi5 i (D 12 IRSEINFORCED W1 RE RsFORCED W1 'D (D EITHER roxro 10/10 EITHER 6x& 10J10 Wal OR F15EWESH WWM OR FIBEI;;J�IE514 ON ro Mll_ VAPOR ON 9, MIL VAPOR 7 15ARRIF-R OVER 15ARRIER OVER E -ST2 TERMITE TREA D, TERMITE TREATED, ST2 CLEAN, COM TED CLEAN, COMPACTED E FILL. FILL. :2� 1 1?2' L-------- --- ---------- J, L------------------------------ -------------j > '\A __1----------------- E HB 00 01 0 0-9 41 j 11 012 1 CONC CON V) 4` C r_1 U) M" SLAB 10 -ST2 11� 01 - ------------ F- -I ----------------- F -I (D 0 ro 11 I 20"x20"xl I/ -P6/ \1 201'x2o"XI6" 1 -4&.) JNI--W/ 2-PS5 I'S jr W/ 0S BOTH WAYS 150TH WAYS Z 10 E �3 1/4" 91- 1. -3 1/4" 3 1/4" 9'-81 11 0�2 Z 40) 20'-1 20'-1 2 LL q 'CIS 40'-3" 0C '00 A (P Z FOUNDATION PLAN < :3 ENGINEERING 5ULLETINS 20 _j f -311ro = I -0 C 41 REGISTEF�,' TO RECEIVE FREE ENGINEERING .0�2 .LD 0- 5ULLETIN5 VIA ELECTRONIC T'IAIL 00 E-MAIL5 WILL COVER PENDING CODE OR DESIGN W IV� METHODOLOGY REVISIONS OR UPDATES, CHANGES TO Z5. .0 0 a STANDARD DETAILS AND OTHER TOPICS OF INTEREST ED FOR 5UILDER.5, PLAN REVIEWERS, INSPECTORS, FOUNDATION CONTRACTORS, FRAMERS, HARDWARE 0 0 INSTALLERS AND OTHERS. IF YOU WOULD LIKE TO DESIGN JL5 RECEIVE THESE FREE 5ULLETIN5, PLEASE SEND AN La 0 EXTERIOR WALL STUD DRAFT JL5 E-MAIL WITH THE6U5JECT LINE "REGISTER FOR N -SCHEDULE 5ULLETINS" TO f Ior Ida des 1pincenter-obldr.Com CHECKED GIDIR 120friph,EXPOSURE C,FLEX1131- W m FINISH,PARTIALLY ENCLoag SCALE 311ro sruo sim,SPECIES mAxrtjm e HEicaw C.9 4 ole SPACING. ALL GRADE 02 lm�v' tNTMOR DATE 1-21-0(o EXCEPT AS NOTED. ZONE ZONE 2x4 SIIF 16"olc S.-la. 0- J05 NO, J2021-12 E 2x4 SPF 12"olr- V-7 101-21. < PLAN NOTES LEGEND END-ZONE IDENTIFICATION SILL fE-TO-FOUNDATION SHEAR CONNECTOR SCHEDULE FOR WOOD#TIs APPLICATIONS FRAMING CONNECTOR SCHEPULE FRAMING-TO-FOUNDATION MASONRY CONNECTOR SCHEDULE 0 580FIT �_W2xg,SPF 16"olc 13'-1" 14'-4' -1 i2_24,54 EXTERIOR WALLS NOT DESIGNATED SWEAR-WALLS - INTERIOR 4 EXTERIO INTEL _1 jFbV/hgineer 2xro 5PF 12"old IWAl" 51-9" CLIF,TIE FASTENERS NAILS/SCREWS TO HARpWARFj ASIM 301 INT LOCATIONS EXtA10NO POUNDATIONS EXt/STEMI-WALL POU10ATIONIS cMU WALL Tlrz-E�EAH L 1)SEE SHEETS STI 4 ST2 FOR ADDITIONAL NOTES 4 DETAILS, COF;�-ER OF DESIGNATED AS 614EAR-WAL MAXIMUM O/C SPACING OF ANCHORS- IN INCHES 15, or STRAP or NAIL$ FRAMING MERIMRS CONNECTOR (SAE 10181 2)THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING,BUT 2xI0-2 n( HEADER/5EAm CALL-OUT HOUSE TYP 2xro SYP 16"0/0 !W-2" -0. ATR SIZE MIN E15M MIN EMEEP MIN EDGE DIST mN EMBED MIN/MAX EDGE MIN wiBED EDGE DIST NOT LIMITED To,ARCHITECTURAL ELEMENTS,DIMENSIONS AND LOCATIONS PROVIDED BY OTHERS, BUILDERS FIRSTSOURCE 15 NOT NUMBER OF KIN63-ISTUDS EACH SIDE OF OPENING ANC14ORS- IN NCI-ES SWEAR-WALL Vo TITE14 HD 4-L/4"w/MIN 4'w/2-1/2'SF`Crj T T 9-0 TITIE14 RD Jj'O TITE14 WD "0 TM HD 2X5 SYP 16"O/a IV-I* 151-11 HS (4)Sd PER END 00)*d EACH LTT205 1/211#(EA) 5-1/2- 211 1-3/4'/61 12. RESPONSIBLE FOR THE ACCIURAr-Y OF NFOIRMATION PROVIDED BY NUMBER OF JACK-STUDS EACH SIDE OF OPENING 11!HEI644T %"0 TITEN WD DESIG-4-14TION (MR 2x6 FRMrs) 2-Ml SPC'G 21 w/41 SPCG Charles M, Rhodebeck,PE V-4' )�'O TITEN I-ID 2x5$YP 12"ola 201-511 21'-l' He (5)Wd x I-M"MR END O.Se (NOMINAL) (MR 2x&FRMrs) ?22)10d 5/8,14 S-If2l S-1,12" 3. 12.. 1-3/41/&I t2. Professional Engineer OR DERIvEc>FROM OTI-ER SOURCES. SIZE OF HEADER MATERIAL (#2 SYP U.N.0-i 481 TOTAI SW.A-E MGT 3)A14Y DI-06-CREPANCY - DIMENSIONS,ORIENTATION,ETC. - BETWEEN a Ft 541 32. 2xI0 S'(r Irp"016 23'-1' 24'41 MTS12 (14)Wd or Wd x 1-112 121, NUMBER OF PLIES IN HEADER 21" 3W 4b' 2x<22)10d DOU5LE Mrst (2)rp/W'# 155-1/2- lb-1121 3-tal/411 12-_ 4� .210 and/or Sim u . FIL License No.26497 2xI0 SYP 12"o/r- HTS20 (20)10d or ir24?10d x I-la'TOTAL 12. -m THESE DRAWINraS AND TI-E ASSOCIATED ARCHI1 NOTES 22. i2- 4i �W Th SITE DRAWINGS SHALL BE REPORTED TO BUILDERS FIRSTSOUIRCE 3 Ft 31, 401 2-11 (18)it'd SINGLE HTTI& 5/91# rp-in, 1-112" 2- 12" 1-3/4 ALL EXTERIOR HEADERS UNLE-66 NOTED OTHERUJ15E 10 ft 25' 44- (10 16d 01KERS TO TRI051 ,,G d w�g d without raised , q AT ONCE AND No CONSTRJCTION SHALL PROCEED UNTIL 1)USE SIMPSON WO OR VO X 61 LONG TITEN AD SCI;e.08,U.N.O. SPECIFIC STUD SIZErs�E/_APEECIES/ LGT2 (14)thd SDKEI;ZS TO e 4 POST 2X(15)l6d POU51-E PTTIfi, (2)5/84 5-1/2' 1-1171 4' 12" 3-1/2'/4" 12 2 ki-1 . CORNZECTED. 11 Ft 261 40. 2)�'O TITEN HD'&SHALL 5E EMDEDDED MR 3-%*AND%"0 TITEN HO'S SHALL 5E EM5EMED SPAr-ING INDICATED ON STRUCTURAL 11 — in RED ink. Te RAL DRAWINGS ALL INTERIOR I-EADERS UNLESS NOTED OTHERWISE 12 ft 241 ar'. M N.4 A'INTO M PLAN(S)SUPERSEDE INFORMATION N H16,-1(25,-Irp-2 (2)10d x 1-1,12'TO TROS,(10)TO P/PO51 2x(1S)I&d TANDEM HTTIfP 0)5/9"0 5-1/2' 13-1/2, S. S. T 1-3/4*/61 K/A 42 VERIFY BUILDING ORIENTATION WITH ARC141 CTU 0 a Builders FirstSource '0 TF E SCHEDULE (32)16d Sinkers SINGLE RTT-22 5/84 5-1/2, S_V21 2- Is. 1-3/41/61 AND SITE PLANS BEFORE COMMENCING CAOINSTRIJICTIOtIL SHADED/14ATr-WED COFNERS' - 3)AT HIGH E i-EIVT PEI&9=11EAR-WALLS fte.14'A AMOVE)USE'NM-DE5IGIqATED' 12 MSTA12 (10)10d TOTAL KIA ff of JacksonAlle AS IDENTIFIED AND 14 I"t 20, 31" ANCHOR SPACING SCABXJLE JE INDICATED SPACING IS TIGWTER�CLOSSR THAN IN ALL STUDS SHALL SPAN le� 5)ALL INFORMATION OF A STF&ICTURAL NATURE(La SW_ - SHEAR-WALL -SECi-IFENT - REFER TO 514EET 5TI FOR ADDITIONAL INFORMATION 'PE51GNATED SiHEAR-WALL'SCHEDULE. CONTINUOUSLY FROM FLOOR TO MSTAIS (14�10d TOTAL 2x(32)1661 Strikers DOUIBLE HTT22 (2)518"# 5-1/2" 0-1411 S. SEE PLAN NIA m. m FIL GoA Number 00008494 15EAM/jOIST/c4XaNA4EADERISTUr.>/CONNEr-TCP-T-OOTNG/r=TC- DIMENSIONED ABOVE, 1(7 211 4)%"0 TITEN 1-10's USED IN EXTERIOR WALL A-MICATIONS MAY ONLY BE USED IN WALLS FLOOR OR FLOOR TO ROOF/CLNG MSTA24 6a)lod TOTAL (tb)y4'0 X 3'ODS SINGLE pi,-06 1/8'-# a. 8. 3. 3-1/2'/4" 11342" .32 GA PEF Number 004586 61ZE/GRADE/5PECIES/QUANTITY/STF�E�TH/F-TC.)SHOWN ON THESE INDICATE WALLS SEGMENTS I& ft 24" CONSTRI.ICTED OF 2x6 OR LARGER FRAMItex ASSEM51LY WITHOUT BREAK OR MST31 (42)thd TOTAL 2x(18),Y4�'#x 3'WS DOU5LE PHD& (2)1/8"0 15. M-112' 3. 13-in.. 3-1/2'/4" 13-1a, In. SIGNED 4 SEALED ENGINEERING 1:>OCUMENTS SHALL SUPERSEDE ALL 5)ALL TITEN 1-104 SHALL BE INSTALLED IN THE C OF THE SHOE it AND MAINTAIN MIN. INTERUI1rICN UNLESS SPECIFICALLY I — -6� INFORMATION OF A SIMILAR MATURE SHOWN ON THE ASSOCIATED X Aff'ROXIMATE WOOD#TIe3 ANC14OPJNG ROE) LOCATIOIl SEE "WOOD*Tle WHEREIEND-ZONE 20 rt 14" 22" CCNCMTE EDGE DISTANCES OF 21 FOR Jj"V&AND 34Y FOR VOIS. DETAILED ON STRUCTURAL PLA1,L MST4a (46)l6d TOTAL (20)y44 X 3"SPS SINGLE 14DOO 1/84 13-1/2, 1-3/41 SEEPLAN N/A SHEET PRESSURES SHALL APPLY 2. 20, 6)TITEN HP' USED FOR EXTERIOR WALL APPLICATIONS MAY DE USED 2JLX WITH 22 ft DETAILS 4 SPECIFICATIONS" ON PAGE STI FOR ADDITIONAL INFOWATiON ON MST&O N/A ARC:PITECTURAL DRAWINGS. i777� 14IC`F=ATIOKS AND MAY NOT DE USED INSTSM-UOLL APPLICATI". -IT IS ALLOUL45LE TO FOLLOW T44E (56)I&d TOTAL 2x(20)Y44-x 3'905 OM13LE HOGS e2)1/8"o 13-112" 13-1/2, 4" SEE PLAN 6)MINIMUM majif;o-=P BEARtwa LENGTHS SHOWN[(24 TJ-5EAm THE LOCATION AND INSTALLATION OF WOOD,Tle ANC14CRING RODS TO COMPONENT5 4 INTERIOR ZCNF_SC4-WULE FOR Kul WPAHD22 (23)I&GI (16)lod HGT2,HGT3 (2,1314-4- 11' 111-112" 3. SEE FILM CLAPDIIW�s. WALLS NOT Ib)IN LIEIJ OF%-0 TITEN RD%,USE%10 X 51 EMBEDMENT ALL-THREAD RODS w/MR 3"CONC_EDGE DISTANCE AND SPACING GRADE/54PACWx ARE USED. CSICP (30)ad or f2b)10d TOTAL (24)Y44 x 216*SDS SINGLE NHDQII I"o 5" SEE F`LM NIA OUTPUT HAvE BEEN ACCOUNTED FOR IN THE DESIGN AND,WHEN 1)At EXTERIOR WALL APFILICATIONS WIT14 5TEM-WALL FOUNDATIONS,USE EPDXIED AiLL-THREAD ANCHORS AS FOLLOWS. WALLS FALLING IN THE END Z014E I X*SDS 1:>OUIBLE -0 E'HADIE ND CATED F;ZE:G ON PROVIDED A DOU5 1 15. APPROPRIATE,01FARINGI-ENHANCERS ADDED SO AS NOT TO "R90" IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT =1:;)/HATCI-ED AS 1a)IN LIEU OFJV0 TITEN HD's,USE APO X 4-YjI EMMDMCNT ALL-714READ RODS ud MR 2"CON"M EDGE DISTANCE AND SmACE AT HALF THE I I I TH T LE SPI44,-6.-9 0V Val x 2x(2 4.)Y4'# WHDQII <2)I'# IS 4' N/A EXCEED THE MAXIMUM ALLOWABLE 5EARIW_v CAPACITY OF ANY INDICATES THE SPECIFIED HEADER OR BEAM 15 RAISED A50VE THE le LINE INDICAT"ED AE30VE MAY USE SPACING FOR Yj`O TITEN WD's. STUDS*THE SIZIE/SPECIES/ STRUCTURAL ELEMENT. INTERiOIR-ZONE PRESSURES INDICATED FOR VO TITEN I-Da. LTP4 (12)ad X 1-1/2"TOTAL (16)10d 145T4 (2)3141# 111 19" 13. SEE PLAN E, FOR C10)l`jFVN5NT9 4 -7)ANY STRUCTURAL ELEMENT SPECIFIED WITHIN THESE DRAWINGS 1c)ADD NUr AND LLASWER ATOP SHOE ID AT MAC44 ALL-TWREAD. DUE TO MATERIAL UNAVAILAINLITY, MAY BE REPLACED WITH A LAFr-C=R STRONGER ANDIOR INDICATES DIFirECTIONAL ORIENTATION OF SPECIFIED FRAMING MF_M5ER CLADD I ING. Id)USE SIMIDSON TWO-PART EPDXT PER MANLFACTUREWS NbTR.ICTIONS. e I-E IGHTS>24'MUST USE A-14 (2)ad x I-It2"TOTAL 1N.14MING"ard'FRAMM-TO-FOUNDATION'CONNECTOR SCHEDULE N 16 I I WAN T11-BEIRSTRAND I.IE LSL STUDS 11-0- 13UILDING DESIGN CRITERIA 2 of 2 -HIG;I-ER-QUALITY ELEMENT/PART/1"IATERIAL WITHOUT ADDITIONAL 5)SILL PLATES SHALL DE ANCHOSED WITHIN 12'OF EACH E],0 OF EAC44 SEGMENT OR PIECE AND ALL SEGMENTS OR PIECES SHALL HAVE NO FEUER T META20 (12)bVd x 1-1/2" V 0 (2�ANCHOR& SYP. HEIGHTS <241 MAY USE I.IE 1)USE bRIFSON AT ACRYLICTIF T11110-PART EPDXY FOR ATR-TO-FOUND.CCNNECTIONS 11140. -0 ANALYSIS REQUIRED. LSL*CONTRACTORS DISCRETION. WF-TA20 ON Wd x 1-62" 2)ALL DIMENSIONS(ROO DIAMTER RIBEDMENT,EDGE,ETW ARE MKMU1 DISTANCES UKO. I—im 8)00 NOT SCALE THESE DRAWINGS.00 NOT ASSUI�E WALLS ARE DE51GN LOADS USE (MIN-) t%32" THICK SHTNG w/ TILE ROOF COMPONENTS 4 CLADDING PRESSURES - IN "PSE" LGT2-MA.SONRY (16)*d S44KERS TO TPA", 3)'DOUF3LE'HOLD-DOWNS FEWIRE MINIMUM 5"SPACING BETWEEN AIR ANC44ORS UKO. CODE: '04 F5C-R iqzo - 2Z Fran as A& 2x4 BECAUSE THE ARCHITECTURAL DRAWINGS UPON WWICW THIS (1)V4"+x-2-1/41TITEN SCREWS TO WALL 4)EDGE DISTANCE PIMENSI"TO 59 MMAOUSED PROM THE FACE OF THE 13UILDING TYPE-. PARTIALLY ENCL'D ,44EDULE - ROOF LOADING (0125 LDF) - FLOOR LOADING (-61.00 LDF) WALLS ROoF6-PITCHES 3/12 <1/12 ROOF$-PITCI-IES 1/12 < 12/12 GAP-4GE DOORS PARTIALL N IEND-ZONE 0)10d or 10d x 1-1)2"10 FOUNDATION,CUM OR CMU WALL TO THE t CF TI-IS ATR ANC44OR ENGINEERING 15 BASED SCALES AS 2x4.REFER TO STUD SC NET OFNGi or MTSMIfiP TRUSS, 5)1'1114.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURS LOCATIONS ONLY I THE MR BASIC WIND SPEED: 120mph (3 ser_ !@ust) FOR MNR14M STUD StZE/SPECIES/SFAC ING FOR APPLICATION.STUD TOP CHORD or RAFTER LL; 40/psf DL; IE,/psf MEL AFZ.AA IN (4)L/4"#x 2-1/41 TIT04 SCRSIS TO WALL EM15EDMINT 15 MEASURED FR�M THE LOWER 5LA5 ELEVATION BUILD ING CATEGORY: AND/OR COLUMN SIZES SHOWN ON STF!UCTURAL PLAN SUPERSEDE LL. 20pef DL: 1paF w/FG - WIND LOADI (el-60 LDF) Square Fadst ElO-ZONES tNT.-ZONES CRN'R A E-ZiONES lhlll�_ZONES 014 C-ZO1,ES 014 E-ZONES CWR 4 E-ZONES INT.-ZONES 1014 C-20NES OW,E-ZONES P;4r=SsuRES FOR GARAGE Doc"UT14 ONE END(CNLY)EXrENDING MAX HTSMI& (a)lod or Wd X 14,21 To TRIASS, &�ALL PART76 I MATERIALS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTUREWS 7rPoSE SHOWN 014 STUD SCHEDULE.WHEN A COLUI.N 15 SPECIFIED AS SHINGLES,20psf, w/ TILE 120 MPH WINE) SPEED POSL(+) NM NEG.(-) POS.(0 N�(-) POS. NEG.(-) NEG. NEG. PO&(Q NEG.(-? IV&(+) NEG.(-) NM NEG. V-AV INTO AN END-ZONE.ALL M;SSSURES NEGATIVE(4.EXCEFIr AS NOTED. (4)1/4"#x 2-I14'TI1EN.SCF9UIS To WALL INSTRUCTIONS 4 DIRECTIONS WIND IMP.FACTOR. 1.00 LAF;r,ER THAN ADJACENT WALL FRAMING(e>L 3pI9 2xb POST IN A 2x4 <20 I"t 441A _15%% 441to _50.1 .323 _81.9 4323 -44B 443, -53A +44S -4*7j& LEN2T4(IN FEE I OF DOOR INTO -ZONE]POS. (2)l0d X 1412'TO TRJS6, 1)ALL RAILS SPECIFIED ARE"COMMON'SIZES UNLO. 50T.CHORD or CLNG JOIST - SEISMIC DSG.CATEGORY (01.60 LDF) -1345 -823 -823 DOOR SIZE (6)V4"#x 2-1/4"TITEN SCREWS TO WALL 0)MINI[MU4 ROD DIZE/GaRAPS,6MVEDMENT 4 EDGE DISTANCE SHOUN ON PLAN OLPER5EPES WIND EXPOSURE: WALL),THE ADJACENT FRAMING MAY BE EITI-E FURRED-OUT TO _T FGTR 12 9 120 <50 IN 446.1 _Bil&B -4&J _491 1 -30D -153 40A -4S_1 _51.1 -43.1 -4615, r 2, V 4' (186)1/4"#x 3'805 TO TRUSS, M11,11111"SWOUN ON THIS C444M INT.PRESSURE COEF� TO WL --I iii�m 41M ST2 14 J� ,' �W- 1 +-0 4' 4E L 661n) 3 V4 (D 21'4- 2'. IS. MATCH T14E COLUMN OR THE ENTIRE WALL MAY BE FRAMED WITH THE LL: 10psf,, DL. 5/psf "All 9)MN"EDGE DISTANCES or 41 OR MORE REMIRE MINIMUM ro"WALL FRAMING 1' 8 LC -50.2 -43.1 f2)It2'#x 5'TITEN WD's TO WALL r7o <100 Ft -43.1 -522 43. -46.8 +211 _66.1 -21.1 -42J -123.0 -4SA -421 -43.1 _000 _WS IV R DOORS -41.6 -481 a LARGER MATERIAL,AT CONTRACTOR'S DISC-RETIOI-t :.20 pef DL FOR TILES<16pal',PER F5,-C"APPENDIX A' TILES>*paf REQUIRE ADDITIONAL ANALYSIS 1 10)MNiMUM W SPACING 5ETUEEN MTA-or HETA-ANCHORS UK0. EXTERIOR WALL FINISH.- FLEX15LE I > 100 ft -423 -4%1 -42J -4b +262 -41A, -41A, 1161 x 1' 4 LGR DOORS -46_5 -45.1 EDC -REEWS '3 20 pef LL FOR CEILING JOIST WHEN USED_"LIGHT ATtIC.STORAGE 2 1 -262 -46 _%I.1 -41.6 -162 -46.4 42J MSTAM36 -'(41=2FRV=M TO MASONRY 11)MIN"JI 1-1/2 vE DISTANCE FOR TITEN SfC THIS 5U[LE;>M MAY 5E USED N A U)ND-150RINE DE5PJS REGION WIT44OUT 12)MINRIUM 4'EDGE OISTANIM FOR TtTEN WD's GLAZED OPENING PROTECTION OR IMPACT-MSISTANT GLAZITA jasuilders Od= FirstSource _F1rstSojjr(x ____ _ - - - I—_ I _---__________ I I I I . - I � I � ___ - I I _____ - __ - - __-, _ _ - ----,--. ____ - � _ ___ __-I �I I-11. ____ --,-,-,,-,-�-,�----,-�""-��,--,�,--- �-____- _______,.__ --1111-1�-__ ____-1.111_11_________,., I I ----,-. -�, �l-.-,�-,--,��--,�,-,-,-," ",,�---_.__.___-----------_____,_____�---__1__-_-__._1_.__-- - __1_-1____11__,___ __ __ - _1_11-1-1-1 --- _�---- ------"-_---_ _ _ I,--" - � I I ,� , I __ ___ __ BulldersV% . __ An- STEEL SEE SIM TOP PLATE CONNECTION FirstSource -- 5 K J 4/0 SPAN i i nWAL-L. IN F &2TE IRSufliders dkQ8912111- SAOCA 2N CO-RATED HEADER,ADJACENT 0�s F x el -08 "ts, WgATHW x - - uroe a NAILM I TYPICAL EXTERIOR WALL 114 T��W;W/(1)Row or TO TOP IR-MR OeAT � � x F T x - WALL SMATHM all CALL OUT ON ' SW12XS .5.9 a B'd NA ALU _�.AR ROOF&4EATHM Ulf T 21 MIN. POST FRAHM 6 2,4I./C M%41-m#16"0/1- spicr-IM t N 4 (3)ROWS OF T=T STRUCTURAL PLA1,11. ' _ _�O 8 8, ,4 5U[LDW-s 4 ad 001-IMCIN HAL& ad O"ON NAL8 a. 4TN' IN !) A T ;& � ' TOP 109- PIR-POIMEAg 1AX.32"0/c- = DESIGN ./c SPACfta ol.SeAr-W. I It All = BOTTOM gF, 11 . _,L ;,r ,,-(1)IROW OF = Ag%(IN TO . .- =_ (EDGEIPM121 =GEA-MD) � 9 W�d NAILS -4- 6 a Or_ Hopi. N! L_ ID UJLL CRITERIA _PgawfFm XTEMOR T94F-ETEN - , %. STAGGERED AS S-TO-HEAPE ORS OUT `� I IN HES IN FEET . ZONE ZONE INT.LOAD-BE 5TUP WA"bm"D (1)ROW OF *41 Or- 4 SHOMIN,EA PLY. TRUSS 7 -VU " MCVJ'T AS N7W ON 07!�IRAL M"110 C11AWJL=r-=W. 1111, . / L -�rlll-I n 1. 1, 114TEROFt .lz�x ZONE I END 4 REQV Ud 11 n ATTACH TO HEADER OR TO TOP - II NAILS 0 1 V41 OFF III, v I <10001t FOR WIG1 ST -WALL CALLOUT KEY \I- PLATES WITH SP81/4 x 3 1/2 1! E_1 ALLOU-9111-9_uD I , r."Or. OF 2xfp. USE coNNECTIO, . Ix31 TOE-OR IENP-NAILS U U - ENCLOSW -1611 IT 6 0 16"a/c N T .2 off STUDA 0 0-(7/1, STAGGERED, SPECFED ON or i P KING-STUD TO HEADER TRUSSES APPLIED TO BACK SIDE N_ El 9 As UIR -F- ,V/12- ,&.,Ir,. &-/12- 61-/12- - . To VD-I 7" i ' I 54-_.) , 1 Is CT N., fl)DIACLI ILRACE CVE�MIR(4) OCREWS(PROVIDED) � 61.16. CV/12- &I/2. - W--I-I 296.2 Sff STUps-191,9 WITHIN 3/41 OF 2 V. 9 I , PLAN. TRUSS TO it CLIPS TO 2 10 HDRS.USE tW NAILS, \ OF WEEL C,ONNECt TO EAC44 TPA" 1/411 HOLES TO ATTACH OV12- W91'.11.1 2>*#I syr Lym-12-22. j cENTERLINE . BE ATTAC44ED TO SHEATHED 2xxI2 Ewx WOOD WORS APPLIED TO I W/(2)NAILS.INSTAL OPTIONAL DLOCKNG OR i,NcL,,,s= To -IF THE INDICATED EMBEDDED I 00e I \ BRACES 0 EAC34 END L 11 _____ __ OF 2x4 , WALL SIDE. �< STRAPM)AM Nat PRIPPIERILY USE 112)NAUA SIDE OF WEM5 OF COW.- - - - - t LP ,�,�,LL, 6- it CLIPS TO 12 sEX> r'/12' 4"/4' &"12. 6111V 9 -IN-MACE,T14EY MAY BE FRAMING - 5TEELPANEL . ;t OUTSIDE CORNER REFLACED BY EIT44ER OF THE - p- OF GARAGE. 11 FOLLowitc. --(1)MSTA-SERIES,$TRAP 0 20 INTERVALS BETWEEN END& . . . . . . . ]PAIRTIA-LY b. 4-/4- f&II&I r.I1V a 4 0 EAC44 JACK-STUP TO I - !LATER&BRACE LINES 4*MAX. "'111-11-A .. 11_ ENcLoa . 1 ENZILOWIP 1 6, I SEE P/611 FOR BOTTOM CHORD Dba'TOE-OR END-NALS--1 14M2 or(1)MST48 FLAT STRAP HEADER 2xio 14PS0.USE IV I -1 . . PRE-ATTACHED UX:IOP STUDS- BRACING REQUIREMENTS. *KING-STUD TO WEADi - - . - ; %-THICK NX 24/16 SPAN INDEX)(MR W T1410K WO HDRS.USE(W NAII - ETE WDRSL USE 24'STRAPS. I PREFABRICATED 140L IN STEEL " .32/16 WAN MKK FOR EXpoSUW C)APA OR - I U211 I I 5/8" 2KI2 4 ENG,WOOD HDIRS. -F�OUNPATICN Y.. \\ �I -I . . . / . � PANEL (V MODEL) ENGINEERED TRUSSES OR (4))JI'dia.ATR`*-OR, 4 STRAPS,2xI2 I EW3.WOOD 11 Build 'ill'Aws Teco-RATED ROOF SWEATHINS(MR%'THICK wl CICINVE111TIONAL(SOLID-SA" USE(12)MAILS. I&d NAIL STUD . -E15EDDED STRAPS MST TILE or$11ATE ROOF SEE 5HF-ATHir,a NAILINGs pRAMIW-L SEE PLAA LAYOUT 1 12&-F OR 6�2,4� 1-2 81-F OR b=YP2x& LSM-MOR 78"=y-0 .I..- -* BE INSTALLED w/ I 13RACE MUST BE MADE OF D43IN I WOOD-Tle ANCHORING --%-NICK(M AN --____ ADDITIONAL PC,OF 04 BRACE GAIANTITY �-MORE THAN ONE PIECE,DO 60 BY / ADDITIONAL CUTTII . ----- sci.WULE FOR NAII-rNS SPECFICATIOK ASSOCIATED DELFGA NDEX)APA- CO-RATED - j -\\. : -E>(ISTIW FirstSource Et.k4,MERINA;FOR TYPE,SIZE -TYPlr_4L CONNECTIONIS I E&TRUCTURAL FRAMIT43 MAN FOR NUMBER OF PLUES,E RD05.PER PETA L 5/5TL _> REBAR PER SIMPSON LOCATION DO: OVERLAPPING,AT LEAST 2 TRUSSES WALL OR 5INILARG Oi- _* Cr_-TQ-KIN3, at%EANNS-TO-POST W/MIN Sd'*0 12'O/C OR GYPI POST AT EACH END OF IWAL/1- WALL SHEA1 'a/c Od INSTRUCTIONS.- BY TRUSS ENGINEER l - TMM-10-e . OMIENTATION OF MEMBER ASM'TSLIES,C0 POST, w/MIN 5d's a 41=_IF MORE THAN 3 PLY'S ARE USED,CONNEC SEGMEW,UT14N 21 OF INALINI . : CONIAECT TO EACH __ 0/0 j q HOLES NOT PE D. of Jacksonville FIED NAILING REWIRED EA1_W CUTER PLY To SHEAT44M AS SPECIFIED. JACK-AING-STUD STWD14 AT CURB NAILS a, - - I U/ x : USE_pj VERSION OF TRUSS I1EM5ER WK2) EXCEPT AS NOTED ON STRUCTURAL (5) 9 (2)2x()02 SYP TOP P_ FASTEN PLIE E)&RY PLY IN ADDITIC ASSEMBLY 4 CORNER � TOGETHER tu/f2)ROWS 13IK3" ': P06T ASSEMBLY.ROD 0 7OR _____ " ' WALL(DTL 2/5T2) DESIGN CENTER COI,NECTION NAILS: d 0 0 a, UPLIFT(1-55) , STI4DI4/-RJ CAONNECTOR 0 LOCATIONS. EITHER I— 0-415 (1)P?,5 '�,_�_12"olr,STAGGERED,u/MIN.24"LAPS uV CORNM MAY ME JACK-A�M-STUP ASSEMBLY- MAY 13E USED AT HOLES RILLED IN STUDS a 0-4&5- fl)HE, MR(12)Dbc3'NAILS IN EA LAP. ,/ INSTALLED TO El TO-FOUNPATION 4 a R NON-CAM WALL(DTL . . . . . . 6550 Roosevelt Blvd. 0-145 (1)P5 SP44-6-8 a MAX 32110/C a a-TO-STUDS- MULTIPLE PLY POST CONNECTIONS 4Z4ER PO 0111� POST ASSEMEILY-TO_ MTV LOCATIONS. AT 4 L ICNS FOR LUIRING. 0_151210 0)Hio. 140T F;r=QV WREN USING WOOD-Tis ASOEMID - FOUNDATION.(MAY BE ADDITI I/W DIAMTER Jacksonville, FL 32244 4&5_1�30 (2)H5's ANtCHCRW,RODS MR PETAL B/Sn . NOT TO SCALE 0. -Tie R=S) 145-1000 (2)HVS -0 2W)02 SYP SHOE IE Lu/(2)RcUS OF--\ @ INTERrIEDIATE SHEAR �-ANCHOR BOLTS MR N H R � � + HOLES:M�Ay Rill I En THRU Tel 904.772-161M 0-1000 e 1)HI&A-11 9 70 TOP iE .L31x3l 0121ola,STAGGERED. FASTENERS, a ____111 DOOMS)$HALL PETAL A/6-111,TYR 1+ LLICIOD-06 A . . . . . . . . . ELE ICAL BUSHINGS ADDED 0-10001 (1)MT512 TO TOP fE T�T LIENIGHT OF CS16 STRAPPING w/MR(10)10d ATTAC44M TO Fax 904.317-2835 100 .I u,PLAN TIT MR W ApA_OR TEco-RATED,T4G INTO EACH PLY or SILL 4 HEAD(ER),EXTEND SHEAR CONNECTOR i L 0 CA T I OMNN A HOLE L ROUI,V MECHANICAL HOLES. 14 ffi =zpIML, ;D DECKING<24"01=STURD-I-m-lW -ROSS STUP ASSMI13LY 4 SC44EPULE am 5-SHEM APFROPRIATE MULTIPLE I ISSE IN MEL PANEL F THIS DOCUl"IENT,ALONG WITH -TOE_�L.t7 11!0 TOP - � HC%ZCNTALLY Ar CONTINUOUS T -MAY USE PA51 or-69 110.ST14DIS FOR TRUSSES a 241 o/C MAX I 611611olo Lod NAILING I APPROVED BLO=NG,CONTINUOUS To CORNER FILLING WALL SEGMENT. N ACCORDANCE AT ATTAC44 TO � (4)13lx3l TOE-NAILS*EA TRUSS/ TRIJCTIONI ADWESIVIEL ALL HOLES wl Vd.(TYP-4 STRAPS a (2)2x 12$YP 5LOCKJNG(TY111 MAT I I � UMT14 APMICAMX FRAIING U -1 . . . . . . . / ASSOCIATED DOCUMENTS,15 AN RAFTER-TO-TOP R IN ADDITION TO - - - = - - = WEAPCER)4 4 STRAPS a SILL) /_SIZE OF ADJACENT FRAMM(6 HORMs MANUFACTUIRI 1* Jo 0 0, : SEE SM SILL PLATE C0111NECTION INSTRUMENT OF ENGINEER'S 0ONNECTOR(S)SPECIFIED IN 9C."EVULE ------ MATC44 SIZE,GRQADE 4 f INSTRUCTIONS# TRAQlTIQhjAL MIAL THE ANCHOR BOLTS SERVICE FOR T4-E EXCLUSIVE OR ON PL-AN. TYPICAL,ALL TRUSS 4 DIRECTIONS, - - - - RAFTER BEARING POINTS. 11 FLIR STUD // x TYPICAL GARAGE POOR OPENINIGS FRAMING DETAIL - _1 __- 111 AID SECURE WIN HEAVY USE AT THE PROJECT TITLED CUAINT'TY "d //�!\ \ / 14EAPER PIER STRUCTURAL MAN 14EX NUTS.(PROVIDED) . . . . . 'U.' � BLOCKING FILM ,Y1 I .,dLLF=IP _ __ HEREIN. INFORMATION DERVIED r ,,W., 2nd FLOOR WALL � AND al let FLIR-LEVEL \ = . I NOT TO SCALE ABOVE ___yL 12 42 SIFF M FROM THIS DOCUMENT,AND/OR -LR STUDS TO l6t FLIR STUDS(OR - STUD COL1,11IN UxO_ I I - - . WALL 5HrATPIWA- ATTACH 2nd r 11 ____ 0 d I __/_ __ 1- ___- k. . BEAMS)w/CSIO STRAPS(20"-DEPTH OF:rLR - [_ - �i Wkiiiajod I IF 501 SEE TYPICAL WALL FASTEN FLOOR pik I ASSOCIATED DOCUl"IENTS,MAY SYS.N LIDWI-V a MAX 32"o/a III/(11)l0d/END, 11% SIDE mw�� -_ ------ , . I - - I INTERMEDIATE FLOOR SYSTEM- AT EXTERIOR DECKS,LEDGER 1-3/41 Width Pi SECTION(A/STI)FOR DECKWA(PEIR A/5TI) .� . I . . � .. � ____� NOT BE USED FOR OTHER CENTERED ON IFLR SYS,TYPICIAL�INT.a EXT II --.-,-. 11 11 SHALL MATCH J015T DEPTH(MR z :Minimum of(2)rows of 12d(3-1/4")nalls,0 121 o/m ADDITIONAL SIMCS --;:] To LATERAL IBRACE � 1+ - - WAILM NOT REWIRED WHEN USING WOOD-Tie __ ,-__ LAYOUT, - ")AND BE ATTAC44ED TO Minimuito Wrows of I2d(3-V4")naTI6 0 121 old.for 14;.1 1�1 -11.11(4)10d COIMMON TOP PLATES .. ;: 0 0 0 0 z UJORK(S)OR PROJECT(S) ANCHOR1143,RODS PER PF 51115 - z .Nailed con-actions require an additional rotu of nalls d- I TAIL 5/511 BUILDW;S ONLY SEE PLAN. .IFSI�e NAILS WITHOUT THE EXPRESS WRITTEN OR ASSOCIATED DELEGATED IGH('3410 SPAN INDEX)APA EAC44 lb"o/c(MAX)VERT. 7x4 MANK ORIENTED . FASTEN EXT.WALL S1-EATWM;TO TOP 12, 10 ENGINERING:FOR TYM SIZE 4 V /",- --,- o 5HEEAT14INS INTO NO.2 SYP FRAMING W/Vail&805-5CREUS- C- �E .la emallar than specified alOove(MIM 0121111")WA T-5RACV I rm'-roj I I LATERAL BRACES 0 241 PEW1551ON OF THE PROJECT SHOE P 4 RIM or M55ON u/FRESCII . ORIENTATION OF MEMBERS 5PACINS-k INS WY Sd AT 31 04L AT ALL EDGES 3"LONG IF DIRECTLY ATTAC44ED ID, Nall from BOTH SIDES a 3-pI9 mautbars WEB LW J31 O/C TOP AND DOTTOM 2x4 DIAGONAL "EDGE NAILING'SIMISPACINS-x BLOCKING#INSTALLATION PETAILS. AND INTO[EACH PLY OF EACH DOUBLE TO FRAMING,3-112,L0143 IF Hi 34,71 Width Meoft AN2 4-pig 1-3/41 Width Pieces- T-511EACE TO BE&A?-E FASTEN TO FLOOR TF4495 / 5R4V_E 9 241 It 1111111 - . . . . . . . . . - ENGINEER IDENTIFIED 15ELOW. ii INMRIOR F=LATE,12'Cr-MSEWHIEW- ATTAC44ED THROUGH SHTN`G. N -Minimum of(2)rows of�21 laoU 0 24"a/d s Sared-2>,� SIM SPECIES AND W/(3)Wd C421MON 5z Olp" 11 111111 TYPICA PSON sw w __ n _;;� QUANTITY OF 11 12. tao" GlRAj:)IE AS WES TO BE TOE-INALSL 13RACES TO DIA43ONAL - I.I.11 - WITH,e 5PJCK VO4EER EXTERIOR > r I'. BRACEP. INTO FLOOR tACE TO MACE SM PANEL OVER P,EV r> --------) I 2x STUDS 1� SYSTEM(1)BAY. LATERAL SHIMS EXCEEDW-s 1/9 THE ANCHOR BOLTS AND - CONNECTIC",WE TYPICAL WALL 2xIV LD( '11_�PER TADLE. 12. FINISH.ADD CORRUGATED GALV.BRICK SEE SCHEDULE FOR MIN" FOR ari-EIR UPLIFT HARDWARE AND EXTEND Elp ESC-RIPTION TIES*24"o/C HORZ A*"a/c VER17. WALL STUD$IM,GRADE, - I I _< I I BRICK TIES MUST BE FASTENED NRU SPECIES 4 SPACING- SECTION AIND TYPICLAL HEADER 2"LCGR; (01 LATERAL BRACE 5pa5r-E W(3) SEE DETAIL 10 SECURE WITH HEAVY I I I I J1------�, TYPICAL,UND. FRAMING METAL. A 4 . LOCATION ON BOTTOM 10d COMMON \ .. I 21ro P, J,5 9 UYSTI RW SWTNS TO WALL STUDS. "N\ 11 ,_ CHORD TO MATCH NAILS AT . . . . . I . I .1. NUTS.(PROVIDED) . . 4,. '16� . V I � .. I FIT 2x()42 SYP SHOE 1E. SPI44-6-8 0 1:1 (2)2x4 N2 syll AT POUMIE INTERIOR *2 SYP LEDGER FASTENED TO BRACE LOCATION ON EAC;44 END \_ATTACH To TOP � � ... . I I . . 6 . . � - SILL(TYP) I SILLS/PLA:jTES/5LOCKINA,NAIL FIRST 16"olc(MAX)STUDS t1J.131ba, , I I Top CHORD. .� I. . 1�� 2 2/15 I/STI SZ, 603 RW . . -MAX 32"a/c 0 M-TO STUDS-NOT - -I - I . V T4410K(MIN.)(24/0 SPAN INDEX)APA- ,,--->' I . WITH SDS SCRIE . OR Teco-RATEP WALL SHtFANML _ / REQuIFI WHEN USING WOOD-Tle PLATRTO SECOND PLATE tW(V ROWS GUN NAILS a EA STUD I ,_ I NTEF41MIATE (PROVIDED) . � I . I � �. . � - - DDS MR DETAIL 5/6TL % t2d Col,�AT&I Or- fTRUSS-70-LEDGER CONNECTOR I . ..I 10� I . BLOCK ALL 24SUPPORTED PANEL EDGES ANCHORING p ,, ii /11_--_- I I I L_ SPECIFIED BY TRUSS ENGMM FLOOR SYSTEM I I I �/ . � . . 3 12116 5,r,14, f ,Q1 RUJ . � 1� I . - SIM PANEL HEIGHT TO I. . 11 1.I . . 4 . � W/2x BLOMW�x HORIZONTAL I 14 . IMJQAA� �� -4-- 2f�,r-I I I . 1 . . LA APPLICATION MOD wl STUCCO EXT. EDGER a OONNETION SCHEDULE("MR . I WIDTH REQUIREt'IENITS 1=1 .-q 2/23 15/, VLy NT Ruj FINISH. TYPICAL,ALL EXTtRJOR:UIALLS- '*%S In(fu IMIN.w RV8 V_,1_TJ&__2xfp 17(93 RZIM i .. .. CIELING LINE 4 - SEE SPEATHINS NAILI14S SCHEDULE FOR INTERMEJ 1. 2.-I. 111-124L-2x&u/W NAILS*EAWS.I�f-I .0--INS. 661111 TOP PLATE CONNECTIC [ SW SILL PLATE CONNECTION NAILING,PATTER. X"alla X 11 EMBEDMENT SIH�F_AVR IF I RVO CAST-N-PLACIE"JI BOLTS OR Ai" la 2! MR SILI L V 11-8 M21 I CONNECTION OF MULTIEL 4 TRUSS NEEDING,EA: $TYLE Foa-VATI X 61 EMBEDMENT EPDXIED f CIONNEC: 9" 1.V Rv*I242-Ls62_2xI2 u/02)NAILS*EAC14 STUD.1 A i r /-TAVY x NUT MONOLITHIC- rl,INLEOGER IDETAIL 5T, PLYSOF a UMO 0 5 RE5AR(MAY BE SACUR SEE SHEET ST2 FOR ALL-THREAD RODS w/214"A" . I SCAEDUI. SCIL BEAM , FIXED PLACE 01 r. S-SHEET, :: l'-2 1/2' __ NOT TO SCALE � APPROVED FOUNDATION WASHER&e 24*olr- SEE SILL It V_6TI7 NOT TO-*CALE �-�11 t -- � � FLOOR EIDG FOR L SSLUA15 A5'S FOUNDATION R55AR) TYMS/STYLIE& SPEAR WNINECTOR SCHEDULE ON : 1--., TRUSS,ON PARALLEL END WALL S-SHEET(s)WHEN USW,WOOD-Tie . (NOTE RJBBON ON R-OOR TRUSSES ROD& NOT SHOWNI FOR CLARITY-) -11 2.1 4 I -.1 I � ,�,_(1)WtT2 ATR(TYPX �ROOP)PLOOR 1 2 - . I . . I - TII (2)12 SIFF 2x4 a EA.CORNER I.L0. .. ..� 2`- . , TYPICAL ONE- 4 TWO-STORY WALL DETAIL HEIGI-IT-L APPLICATIONS MAY 4x4 POST.(3) 2 81-F 2x4'8 a 51WSLE T . a , . -. �4 C .1 I NOT TO Sa" USE,Ii-a TT22,fl;PHD6 OR(2) ING, COF;MRS DIRECTLY DENEAT14 �� . @ PHD2184 F USED,MATC44 . � .. . FOOTING(UM TYPICAL.WALL SECTION) x BEAM WHEN I&xfp 15 MOD. BRAC-ING NOTE , I . � . F,�11 IT,7LI_'�,L 111111111 I-It I .� ..% WITTI&ATR WE OVER lot FLOOR - _-g-jr__j- . 11 I I - I . � I 1. ut(3)MSTA24's ""-1/21 L ALL BRACING LU15ER SHOWN SHALL BE 2x4 OONSTRUCTION GRADE SYP OR 5ETTM UND. - OF RECORD FOR =1 I . � I III . , - BEAM,STRAP TO 2 2X4 42 ER HTTWP 4 5/ 2.S14OULD A SCENARIO AIR1515 THAT DOES NOT RESEMBLE THOM INDICATED ABOVE,IMMEDIATELY CONTAI T THE ENGINEER - . � , . = � M . . � � .� 'd (*19 END POSTS P%_"Li; . . 4 . 9141-0 5 REE15AR:(MAY BE - . � of(4).131 X EPDXIED ALL T 0 ,IWA DETAIL&THE lot USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIFISTSOURCE-IFLOIRJOA DIESIGN . . . Ole, 11, �. I .. L, EACH IN (3)13IY31 EAC34 QR ALTF, VIE AS APPROPRIATE BRAC de - � BAR) F I _ I � . . LOW-CAR5ON STEEL NUT FOR X"Ill, _. ROOF SYSTEM- TRUSS MEMBER CENTER To CLAIM A$M GIFT CERTIFICATE F=11 .I. ,- - .� -11, A :.� � � . � . o. ,_ I±±1 . . . �-11, I , : �.. 4_ , . :1-- ATR ABOVE IQiOUND"FENDIERI . CCHI-MOTIEP TO E 61115 - SPECIAL SHEARUJ ETAIL NAILS a EAC44 SHOWN ON 61 RAL PLAN. 3.BRACING L11MR SHALL INTER.5150T TO WEBS OF THE BRACED TIRUSS AT LOCATIONS INDICATED AS NEEDING,BRACING 014 THE INDIVIDUAL TRUSS "11, � * - . ... - FOUNDATION IRE � . .� . . JALL DE USE UU94EN o TRUSS OR DETAILS FRDPUCEP BY THE TRUSS ENSU-aM :� . - -4 .. . 11-1 � , WASHER ABOVE 3"WxY&O SLOTTED I WALL PER STI NOT To SCALE C+4CRDS ON LEDGER!TO 4.ALL FASTENERS SHOWN ARE.1315c3l NAILS. 3.�__ S:9__S5WA5 ANC14OR E50LT . 11. . STRUCTURAL DIFFERNT HEIG14TS 5LOCKM& S.SW I Z6TEEL WASHER. RDP TO 13E j TERAL 15RACE REM REMENT - = I aRTS-1-111 - ., _E MISS BRACE r,ETHOD MAY BE USED,To REPLACE I CONTINUOUS LA I - MIR =I 1111 I 11 - L 311 POSITIONED 60 T14AT 9214M . DETAILS. ON OPPOSITE &I;S El To BCSI 1-03 FOR ADDITIONAL PEIRMANEMIT TFIUSS BRACING,INFORMATION- WASHER CAN BE TOTALLY . SIMS OF WALL I I 1116' OR TECO RATED r=mbe,dmant ,Schedule MIN. SUPPORTED 15Y TOP p- - HING W/(,"M"olc Dal FERMMENT ROOF 4 FLOOR LATERAL 5R_AC1 (4)13bd3I TOENALS I I ING,-4 SIDES - Wail model 2500 1 F"j-ADDITIONAL ROW Or-Sal 2x4-9 SIFF BLOCKING 0 0 EAC44 BLOCKING, III NOT TO ISCIALE F:*--_ .10 np,= , INALS a 61"010 TO -_��, rp,Ilk PRO! IEDGE OF 241 O/r_ IREDUCE TO TOP PLATE OF @ ON Wall 10, is. DOUBLE E -EXT.WALLS ii�,� \ SPACING To 161 ola FOR EXTEIRIOR WALL. . ABOVE -_ - (Mil (MIR-) (MIN.) ONLY(STAOGIER NAILS SHEATWINGJIFOST Sa AND 121 o1c FOR SA 15'"LLIfill 12- IV BETWEEN 11 ATR MAXIMUM OUT-OF-PLL2115 DISTANCE PROM THE 2x4 OOKERS- - IINDEX'SH�EATHNMG W -oi� - -WHR4 THE WORZONTAL 161 Wall 141 21" t, ROWS). TOLERANCE.A'MR FOOT OR 21 PER PEAK OF GAME TO T14E EAVE OR SEAT OF !,"WaS jr-161,a 24"o/c UY E,. FRIOM BOTTOM OF S140E FLOOR LEVEL-UWIC44EVF-R 18 LESS. 1145 TRUSS is t-Eas THE MINIMUM (1)145 0EAC141 OUTLOOKER TO TOP SECTION 211 Wall 231 ELEVATION PLATE TO CREATE MIN.I" 11 I i I., � EXTERI 014-051�IITER SPACING INDICATED FOR THE CA40FQD OF CABLE TRUSS OR END 241 Wall IS, 23'_ W OVERLAP ONTO DOUBLE r+ SUJ( -UI OR BOXED COLUMN MAY W-DRACIWA,A SWALE `X"-BRACE AT THE WALL TOP P_ I SEE FOUNDATION PLAN FOR MATE*TOP OF WALL- WOOID-Tte R= MR%-T14ICK(24/0 SPAN INDEX)APA-OR DIETA o BE FOLLOWED AT ALL LOCATIONS OP 4x4 OR exb. PEAK MAY BE USED AND THE OTHER -OVERHANGS 161>-241,a 16"old wit Anchor BaI enera I Notes REWIRED FoCrrlW-vPAP SIZES. TECO-RATIED,WALL SHEATHING ATrAC44ED TO EX OR WALL RUNS BETWEEN TWO PARALLEL a. (OFF-MAK)"X11-5R.A,CES MAY BE OMITTED AT (2)H5 OEAC44 OUTILOOKER TO TOP _j "�_+ � I THE C4ONTPACTOR'S DIScRETION.-- C440FO OF GABLE TRUSS OR END 1.Anchor Its shall be high strength ASTM A4415 or equivalent,Nuts shall be heavq hex ASTM Arp&3 Grade DR. � FRAMING 1*11EM5ERS#5LOCKINIS PER TABLE L >T=0 COLUMN DETAI ,NGWALL TOP 12� star. MR(1)ROW OF ad NAILS a I I MLOA BLOCK A-1.U1,15UPPORTIEP PANEL Ftoop SPEAT 61010 TO TOP 1E -EXr. I � NOT To SCALE FASTEN ALL � PAS ALL ROOF SHEATHIMs 2.An olts for 1211 wall shall be V411 diameter. All other anchor bolts shall be I" c1lam WALLS ONLY Al-IMY MW;,E8 IU/MIR 2x4 5LOCKIj I K OCKIW-s 0 TAII 2x4 15LOCKWs AT ALL ROOF I� WITHIN 4'_01 OF GABLE ,J 41-0-OF GABLE &% ANCI14ORAGE AND EM51EIDMENT SCHEIDULE - - TO ALL SHEAR WALL EDGE NAILING I = IN.STUD END POST i I SHEATHING PANEL EDGES ,SUPPORTS z/Sd ALL SUPPORTS w/ad < MR F/5TI WI-ERE REMIRED. I I � SACITUAf FLAW a EACH \f�NAILS 4`0/a 1 2K V syp 151-104ra 15TM NAILS a 41ola 13 5,_EAR_,LL,6LL UN,,_SEE DETA - I - WITHIN 4'-O'OF GABLE WALL- OUTLOOKER5 w/13b,31 11 pklyl, I - I I � INTE1111VIIIEDIATE MOM __� FOR ATTACH!'ENT OF POST I --- f2222002%� TOE-NALS*6" /0 TO 'v-',\ simpsoN sTgowca-wAu: pr=TAiL �_ LOW CARBON STEM 11 ��_,__ STISTE14-APF-LIC.641512 _ _ 4- W It2I UICIOP-Tle ! W131 OE-INA L8 TOP C4401RD or 0- - NOT TO SCALE W I 11 To mi.L,n-sTow + UND. : *OUTLOOKER/ --/ 2x4 BLOCKINax AT ALL ROOF (�) W (1) __�-��ER W/Mll-L%, fr BUILDW-4 ONLY. rp-L/2"MAX _RCP I HEADER PER STRUCTURAL BLOCKWx-TO-TRUM DROPPED(-34")TOP C44ORD SHEATHING MIANEL EDGES (WE SMPWN CATALOG"ADEXTIONAL MOMUTM I I TI-READ, 11 I��_ _ - - / ENSAGEMD..... A_ 4- - � PLAN OR TRUSS LAYOUXT CHORD. -ING ON VIE WITHIN 4'-Vl COF CABLE WALL I NT FROM . 2x'ILI ORITI BRAC ERTICAL I r KING-MP ASS015LY DEL LEW AS SPECD 15Y TRUSS 11 � EACH Wo(?P-T[0 11 __� AT OPENIWaS MAY ,Top . SYP ENGINEER MIN.2x4-2 SPF 0 MAX. (3)MxV TOE-NAILS 0 () I I POP.(OPTIONAL, i SERVE AS END POSTS . rl a... .o .- CONVENTIONALLY OVESERAMING CONSTRUCTION NOTE8 0 LOCATE AS MOD) uk�)OD-Tis RODS-,li'dia. I AT SHEAR-UALL ENDS - 3).13b(3,NAIL. � 241o/a wf.l3bL3I NAILS 0&Iola FROM OUTLOOKER-TO-TFIUS5 TC= _j I I i ' PER ENI .. BRACING TO UE5.ABSENT OF I I I I I� Ge .13 11 T ENAI S. f- A3vi THREADED STEEL I _INST 15L 2 "'�_MMTA24 W/(W0d/ -NAILS I SpEC(S)ON TF449S ENG.REFER TO 2x 12 byp DOUBLE TOP F_ASSEMBLY RAFTERS- USE 2x&02 SYP/SlPr RAFTERS a 2411 O/C ATTACHED TO RID 4 VALLEY MAILER w/(3) Ix3 0 L - - -TERS AND ATT TO L INTE CTIW 19L RODS VATW)LOCATED AT I � f M 9 MAC44 END OF EACH - - IN -SLOPE 70 MATCH ROOP PITCI-L VAL-LEY NAILER- USE ONE SIZE LAI;r=FR THAN RAIF ACH Al- R5E Cz TRILISS TOP CA40FZPS w/(4).131x3'NAILS. = 3 -1112-In FIF NG N T "EXT.WALL STUD SCHED!ON - ( CORNERS,EACH SIDE OF WOLD POUN At EACH 5 BEAM TO POST. 2/x4-2 Le" 1XI BISACING, a PEAK A SPACE STRUCTURAL PRAWINA,USM;LLM I I I I I I P.4MR CRIPPLES- 2x4*2 SPF CRIPPLES 6 WO/C(MAX HEIGHT - (a-3"-). 1 1 OPENINGS INTERMEDIATE SHEAR END OF SHEAR-WALL, : I Fi Two OTW EAC44 WAY AS SHOWN DELOILL EXTEND `X' LENGTH/k-IEIGWT 11-0.It I-EIC*-rr 2x STUDS CONTINUOUS PROM FLOOR I). LARGER THAN V, .MATCH EGIUALL RIDGE CRIPPLES - 2x4 62 SPIF a 2'O/C(MA)<HEIG44T - W-311 %5 (3 z "NPExI 5HEATPIN3 I*,FROM - MATE AND Vo/c(EXt.WALLS)or FASTENERS,PER DETAIL MR AZSOCIATEP TAM] - I . %-BEAM BRACES INWARD MIN.W PFF40M GAME WALL AND DOUBLE ANDICK TRIPLE IL'#/T's'AS SYSTEM TO UNDERSIDE OF DEL TOP 9. Z = W OF SHOE PLATE FOR -- p SILL PLATE I 4'ola(INT.WALLS; TABLE,TYP. I �PER ATTAC44 TO 2x4 VERT 0 MID-POINT at(3)MO' Malt To MAINTAIN MAX a/c IM ASSEMBLY(a OUTLOOKERS). SEE -11F lx47-51RACE 15 ATTACHED To CRIMILE Wt/.131x3l'NAILS a 411 O/C(MAX HEIGHT - W-10 BOTTOM SHEAR i THEREAFTER SEE PETA L AtST! ; . . -.-.- -IF 2X4 T-15RACE 15 ATTAC44ED TO CRIPPLE w/.13lx3"NAILS*40 O/C(MAX 4-MIGHT - fl'-29. MOISTURE PROTECTION AND TO I IL - Ul - I I NAILS FM EA SIDE OF"XI BRACING, MR(3) SPACING WHEN WE" STRUCTURAL PLAN. .I�S ATTACHED w/(3) 001,11,1ECTORS- i FISTI FOR USE AT ENDS OF cl FROM - 1-1 EVENLY SPACED`X'BRACES PER G,A5LE END SPACING SHOWN ON SCHEDULE- IF CRIPPLE DOES 140T BEAR DIRECTLY ABOVE TRUSS Top c44ORp ADD(1)2x4 02 Slap BLOCK BETwEEN TRUSS Top C I _ qv CREATE MR I-OVERLAP ONTO I TA a pT vi SYP 4x4 POST I 1% DCUBLE MATE 0 TOP Or-, SEE TABLE i SHEAR WALL SMIENTS. all 7�77 STUD ULF_ PO&TAWAM COLUI'INS TALLER THAN W MAX"X'BRACE SPACW=� DROPPED-TOP CHORD GAME I I I I - .13lx3n TOE-NAILS TO EACH TRiZS TOP CHORD. WALL OUTSIDE FACE OF FOR I ,%PITCH- ENGINEERED ROOF _- ATTACH CRIPPLES To RAFTER OR RIDGE w/(3).131x3"NAILS AND TO TRUSS TOP CHORD OR BLOCKING wl(3).131x3"TOENAILS. � s '\cc AFTE ) -LUSH ILV APPF49VED I _ p om I�SUPPORTINC 44-6-0__ 11 ROOF 11iiU155 RAFTERISMOIST. )_ ASTe'Le _ WK24)10d %<7k PITC ,�V�TIONAL F INTIERMEP `1 ENGINEERED WOOD PRODUCTI 11 ,� RIDGE - USE MIN.2x&02 SYR/6"RIDGE(RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMIEP R IRS SHEATHING TO BE IF IRS,M7R LQ"dia. �_( ) ;>J F_ = SLA15 EDGE. SHEAR CONNETOR SCHEDULE _ WOOD-Tie- NAI AILED TO PLATES USE PT 02 SYP 6x(p POST. or >76 PITW-4'-ONP/a Ya-THICK(MR)APA-OR tUSS is ONE END AND TRUSS TOP CHORD OR 5LOCKIN*(SEE ABOVE)AT OPPOSITE ElsO w/(3).13IX3"TOENAILS. AND SPACWMA I i ROD UND. BLOCKING 04 INSIDE (UND.ON STRUCTURAL MAW �II----!--------_ r _ TECO-RATED WALL SHEATHING. NAIL RIDGE ENDS TO COMMON TF _j __ I % 19000"no RM% OF L ALL - MATC44 INAL SIZEISPACCING, a � � - BRACE TOP CHORD OF TRUSSES BELOW OVERFR,AMING m/PROPERLY ATTACHED APA OR TECO RATED SllEATHIIs*PER DETAIL A/STI. Ca _j TMNIL MTL QOM � I - DESIGNATED FOR WALL BELOW SEE TRUSS DETAIL "VALCONIvIF1001"(N BUILD 515T)FOR VISUAL IPRESENTATIOI�L 4 - EXTRA ROD MQ FOR 044MAR-WALL HOLD DOM GABLE. BLOCK ALL PANEL TIE�2-PART EPDXY, 17 w/(3).13NY NAILO INTO EACH C44 2x462 SYP'CATS"* - W - ,4 Sir-r-SON-AT-(ACRYLIC I I % " IN ADDITION TO ANY RODS USED FOR.UPLIFT. Z 2x4 02 SYP LATERAL BRACIWI-/ EPC-96. MALLOON T EDGE NAILING, I FOUNDATION- 71 PATTERN FOR INSTALLED MR ____1 16 Y_ - -1 MONOLITWIC-STYLS POST To SLA15 0ONNECTION FOIR 12"o/r.ATTACHE TO TRUSS BOTTOM CHORD. C424,IECT END OF LATE 5RAC PECIFIED SW - - TOP P'S W/W12d PAL E -BALLOON FRAMING MAY ME USED WITH SIX 2x 42 SYP CONTINUOUS x < a & :1 FOUNDATION SHOWN WIT14 A5U44 OR ABZ&W((12) ROOF TRUSSES OR CONVENTIONAL d) MANUFACTISFEWS - . :1 . - MATC44 SPACING 4 LOCATION TO BOTTOM C440FRO OF CABLE FROM TOP R OF OWW)AT C40MMON NAILS 4 INSTRUCTIONS. . I i�t i FOR CLARTY,SEE ad COMMON Hoi-p-poiLINIS - EAC44 END OF EACH SHFAR-UJAL.L SEGMENT � �AMU OP A50YE I&d 4 ATR OR(1)H716 4 ATIR OF ADJACENT'X'15RACINI& TI;kM z/(2)RI WD's OR Ea W 1_11_1-WAI L 1 SHEAR-WALL TO a M,TO TOP /_ U_ I-- SHEET ST2 FOR FRAMMS MW BE CONTN"JUs FROM THE SHEATI-11 TOP ADJACENT,PARALLE ? ATTACH TO of u APPROVED NAIL I� TFMQ� _e FLOOR BELOW TO TOP PLATES IMMEDIATELY CHORD OF ATM TRUSS.ADD.131 x 3 La INDICATED / ADJACENT J/ W . 1 1 FOUNDATION SHEAR-WALL 611ACINIG lat-FLOOR SHEAR-WALLS 2nd-FLOWR SHEAR-WALL6 2x STUDS CONTINUOUS FROM ATTAC44 BOTTOM C44ORD OF TRUSS C40NNE FROM TRUSS x TRUSS CTION. z IVd ff I . W 06 I- DESIGNATION I FLOOR SYSTEM TO BOTTOM GABLE TRM TO TOP E 11 ADJACENT,AND CONNECTEPO TO,TO T14E ,_,�r Tyl-F-6/6TYLES. PANEL PANEL IRADITIONAL. WOOVITT TRA9rrIONodL_ WOOD-Tie . C44ORD OF CAME TRUS& SEE 4 11 AS513-15LY wl J3ly3*TOENAILS a UNDERSIDE OF THE OUTLOOICERS ABOVE E AND FROM 2 LING m- W_ _ ROW HARDWARE 1111=6 MA(14H,%E .q ? -__ ,- 1-1 I �� . A GAME TRUSS IS USED,IT MAY BE APPLIED =C _j W_ n - 0 , '_� FAS STUD PLY'S - �. . . t, ... .. STRUCTURAL PLAX &Iola 4 EITHER MSTAt2 STRAPS 0 'd�l TO T14E INSIDE OF THE U STUDS THE . 4V.1r I 1% Sw WALL SEGMENTS_;_I 51 WALL SEGMENTS 2. (2)C516's ACIRMOSS WALL SEGMENT$> --TOGE FIER I .OR LTp4 PLATES*j2-0/r_ ALL AND PATTE SCIFED P i 4ED To EACH STUIP WITH(3)131 X -L 2x MUST Mlr&a TRUSS ENS3.TRUSS 4 . N ENCLOSEP 51 LON&NONE �/X, -, '� 35, ____ ENG,TRUSS - SM, OR EXX:EM MR 2-EDGE 4 &-olr 12-o/c LOW�NONE RECIT). WALL IS'LOW*NONE FLOOR SYSTOM TO PETAL Sn F10/71/1'/�/1\,/1�/lInM/I ___j I�\\4\\4,�\�,\,,\",\", 11, 31 AND THE T-Cw TO THE TOP PLATES w/.131 X � 4 �- SEGMENTS<V LONG:(1) REQV. WALL HEADER OR SITUD REVD. WALL _ � ,;\ , FLAITE019H FRAVE12 FlOWS... OF SHEAR-U41-1- P15TANM __ - WITTI&OR(I)PHD2 SEC41ENTS<15' COLUM 5ELOL%U ud lot SEGMENTS<Is, ��.... I �,//,�1/1�//,I, � 31 0 4"o/c N e2)STAGGE SHEAR-WALL-CONSTRYC SHEAR-WALL-CON . . �v- � I , ,\N,\". -50TrOM C44ORD OF-GAME TRUSS MAY BE I PER SPECIFICA . - PARTIALLY LONGI(1)Valid FLOOR HOLD-rDOUN LONG,(1)jrdla � /I / -16X, .. � FLAT,SLOPED,OR COMBINATION THEREOF. IN F Ist OLITILOOKIER 15 MR SPECIFICATION. EITHER OR BOTH SIPEW () qv . ENCLOSED 6"0/0 &"a/c WOOD-Tle ROD AT BASE WOOP-TIe ROD //, � FOCTM(SEE &L INSTANCES.VERTICAL WALL FRAMW* >321 FROM FASCIA EITHER OR 50TW SIDEW EDGE OF 2x NEW MAY BE SHEATHED ff 0 .. SUJ2 fl)WTTI6 OR(1)PHP2 (ox"dia, (2)CS*'e ACROOSS (VA"dia I _____-_ /�, , FOUNDATION PLAN ME BE CONTINUOUS FROM FLOOR BELOW TO BOARD,DOUBLE lot MAY BE SHEATHED. BE FLUSH WITH 0- WOOP-Tie ROD FLOOR SYST911 TO WOOD-Tie ROD FOR SIZE) TOP PLATES IMMEDIATELY ADJACENT,AI-V OUTLOOKER ONLY. or-TOP e. SEE SILL 9 SWEAR C,ONNr:CrtOR SCHEDULE ON I -4"o/'- L 12"0/0 HEADER OR SITUD --] C,ONNECTE3>TO,BOTTOM C44ORD ABOVE.I- THIS DETAIL PROVI AN ALn -M ATTACHING THIS DETAIL 9 AN TIVE ATTACHING n M a COL BELOW w/(lot EIR x 8-SHEET(b)FOR SILL a-TO-FOUNDATION E NATIVE TIE AcHop.4ag WHEN USING WOOP-TI&POP$. FORCH POST 4 DEAM A SHEAR- A HOR III (ROOF OR FL I— LL W W PARTIALLY FLOOR HOLD-EDOWN A 514EAR-WALL HORIZONTAL(POOP OR FIL 01 A AN ENIG TRUSS, �MAY 1.1- . . ENCLOSED 4"old #Iola AT BASE DIAPHRAGM ENGINEERED TRUSS,AND MAY 11D. rorTHIM I CHAW-sE IN PLATE WEIIaH FRAMMs DETAIL UN FIRAM SHEAR-UIALL 024TINUOUS' F_U F'R41111a T WALL CONTINJOUS TO THE UNDER5 ZONTAL SWF-AT141M NOT ARMI 0) SLUI (1)HTT22 OR(1)PHP& (1)Valls WOOD-TTe WC616lieAcRIoSS (1)%'dla WOOD-Te @ TYPICAL GABLE-END FRAMM DETAIL - U I...... -TAIL SHEATHING,THIS DETAIL 15 I 0 ENCLOSED 3.01a 12-01r. ROD(MATCH 14TT22 FLOOR SYSTEm To ROD NOT TO SCALE Not To SCALS _ im IONAL ROOF FRAMIN3 15 USE -4 EMDEPYIEDGE DIST.) HEADER OR STUD (MATCH 14TT22 'I -C () 1� ./Vx3"KYW COL BELOW W#lot EMSEDJEDGE DISL - I1 @ NOT To SCALE PTION Im OPTION n ROUND-HOLE FLOOR WOLD-DOWS1 IV/3"WXY4. FOR ADDITIONAL INFORMATION AND SEE TIRUSS ENGINEIERIM's 0 !2 LEL To TRUSS ABOVE O_ _3 ARTIALLY 3"01. VOAG U440HER AT BASE ROUND-HOLIE DETAILS ON CONSTRUOTIN3 A GYPSUM DETAILS FOR MAXIMUM a/c TEpjoR SwEAR-WALLS RUNNIN3 PARALLEL TO TRUSS ABOVE INTERIOR SHEAR-UALLS r W WASHER i CLN%3 DIAPHRAGM,FM:ERTO IMPORI WAf-N%OF BRACING. HEADER TO KU,*STUDS - ff 0 ,=- 0 1 11T M3 M F711:5 97T�ZF EACH GF1117F ICC ESIR WD 4 ESIR O,Vp`�GYPSUM I EXTEND WOODsTis DETAILS 4 SPECIFICATIONS ___--_19 . BOARD INTEIRIOR 4 EXTERIOR SEE I-LID,V and BCSI 1-03 N"TEPGE NAILING -OR ADDITIONAL IEWzINW;i!EP r -A:LOOR 5HF-ATH1143-, , &L 04pER-EAVES(SOFFIT)TO APPLICATIONS,`� r 5 PER STRUCTURAL r - --&--.7�--. =. P_O, 2x4 02 SYP NAILER To ROOF __ I - - 1�- 0 0 Z W - NOT TO SCAM ALTEFNATIvF_'To THE SPECIFIED V TE41CK APA OR TECO-RATEEP WALL BE El VINYL SOFFIT WOOD TRUSS HANDLING. ONE KING TO TOP I I ... . . . . 8W x x (i) NOTE 1)HARVE-PANEL OR LP SMART SIDING 15 AN ALL011ABLE III, INSTALLATION AND BRACING o � . . . I- I B01 1011 C44ORD OF / /�/ / / / ., / / - SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE 6TRUCTUR-AL PL0*L MATEPJAJ-RATED 4 INSTALLED A L. OF INSTALL REMAINING, ... . . . . (51E (j) " N W EN AS_%UC14 ON THE STRUCTUIIIII PLAN. J�_,. �I` DETAILS 4 INSTFILICTICINS. HEADER PER STRUCTURAL PLAN- 16" LLV lod COMMON 0 3" PROVIDE FULL-PEPTH � 2)OMNIN38 ANoloR PENETRATIONS,GREATER T14AN l2'xl2-ALLOWABLE ONLY IF ID TIFIED FOR T14E APPLICABLE DESIGN KING JACK STUDS AND 514RAN 0 TOP 5LOCKIWj BETWEEN / / 3)Top It SPLICES IN SU 8 M r EVENL SPACED 10d & PRESSURES FOR THE SPECIFIC STRAP TO ON . . CHORD ICATED JOIST/TRUSSES ABOVE I .>ESIGNATED SMEM-wALLs SHALL 5E MR 481 LONG w/ MIN.(24) Y- NAIL 2x 42 SPIF BLOCKING,AS MOD FOR PADIU5M-TOP OF Ift)CZNTIEREP ON _r� lx4 SYP CONTINUOUS BRAC243 ___---- ::: , -� . T - : : : : . - _!!�� / / / , / / MR END. 4)At LOCATIONS WPIERE MIR SPECIFIED TOP it OVERLAP IS NOT ACHIEVED.ADO(2)MbTA24'o CONE MAC44 SIDE A-MIcATION,2%%I THICK - U1,161--EATHM SI (1)MSTA24, � .. . - Tie" SPAMN A-OR / / / / / / 'o / / Mx�%"THICK WALL SHEATAINS WINDOWS ud W.131W TOM-NALS EACH SPLICE BANS ADAMS MAP THIS NOTE AND CALLED 5FS-PL oEGN CTR To CLAIM A 0M GIFT CERTF. :;';" w/(2)Wd'to EAC14 TRUSS. �1___ � I I RA, L STORY Sl-�EAR-WALL& / OR STRUCTURAL SHE . .. ..I EWL TRUSS Vo/c Sd 131-OCKIN13,W,ft 0 / / / / / / / DE51GN RLILI/MDAAIR ' 2. TOP it-PER CALL OUT Q=& OR BLOCK ALL T � / - / / / / / ON STRUCTURAL PLA& UNSUPPORTED PANEL EDGE :::: :. � .. 16,MIN,L FOR I STORY '4 5'EATP�M'1,84 T HEAPER,ADJACENT TO USE HOLD-DOWNS SPECFEP FOR FIRST SHF-AT14M uil&"/&"a/c _, -1 ,* Co ATTAC SIDING b)5ECOND-PLOOR 5HEAR-WALL$LOCATED ABOVE CM WALLS SHALL -FLOOR (MW APA-OR TEGO-RATED Q8 Do NOT SPLICE-ovEle-AP ul(1)ROW OF Sd NAILS a 3"o/c -SPI44-6-5 CONNECTORS SWEAR-UALLS WIN MIN"ATR EMBEDIrIENITS(INTO LlNTEL ORTIE-BEAM)INCREASED TO I2'r,oR,I4"dIa AND 51 FOR%"dia r.d NAILINM BLOCK ALL I - JOINTS MIK(2)TRUSSM I _____NZAEIIft� AT TOP OF SHTN'G(IN TO TOP MAX TOP IR-TO-HEADIER 0 AT LOCATIONS WI-ERE A4 INTERIOR WALL IS DESICNATIED AS A SWEAR-WALL,THE WALL MUST IBE CONNECTED TO T14E PIAPHRAM EXTEND 15RACIN3 TO END FASTEN TOP 60a/a AND 5LO(""x.. /X/ 6) 44. TO I-EAPER W �. .. 1 241 MIl,N.FOR 2 STORY ATTACH SHEATHING - PANEL TOP MATE w/0. "3 F-)AND AT BOTTOM OF SHINra ,,,--,. MAX 32"o/m Awvp-REFE: To PETAL"Ti FOR OPTION& - �RACEID WALLS 41 AITAC ROUS Op7d K21LS* FASTEN SHEATHING TO HEADER W1 . TO NAILER Ulf" 5 tal 2x BLOCKING, TOE NAILS o 4"0/C-IN(2 (N TO Hpl;U NO ADDITIONAL I I., I- 310/r-(TYPX M NAILS IN 31 GRID PATTERN AS - -.1 C421MON 9 3"olr- STAGGEF0 ROM 0 C)RAFT MDA - _r ,: ,: -WALL-CONSTRUCT P-TO-HEAPER.C101-MIOTORS � . SHOWN A 31ola INTO ALL FRAMING I I;MoV w/TRUSS UPLIFTS 11 13baITOE-OR TYPICAL SHEAR-WALL A,%E-MeLy DETAIL ��r ./.Ed COOLER K�_� .. . M.SBE I I. PECIFICATION. I'1� CHECKED CMR 40000.FOIR H GHER UPLIFTS . 1 I SHEATHING BE ON DOUBLE TOP IM-Z CO,9-IECTI=AS 040-MALS*KINIG-bTUD NOT TO SCALA A' NAILS OR Ovs,I-y'? "*, r:C,ONTNUIOUS BRACING IS � AND SILLS)(TYPX -IF TH-r=INDICATED ATTA,OW SAWEATHM USE � I 1'. M-10EIPCED STRAPS TO TOP le's W/ad OPPOSITE SIDE or-WALL OF OF WALL .- TO I-IlEADER. 2X&WOR. RYWALL SCREW& APPLIED TO THE OF THE �� I AFM N40T PROPERLY OOMMCN a Yo/r. OM C44ORD NAILXR. ff-Ecr-jr - Z USE(6)INALS, Zxb 4 1* .. CAST SCALE NT5 PLAN. =D ON sTRuc:TuRAL ;71;�;----. -2xI0 HORS.USE(W @ - VTRUSS BOTTOM C440FROI MAI-J� 50TTOM C44ORD(ANP. ,I I INTM-EPIATE(NON- J: I ., _N-PLACE AT I"_� 51,15SECILENTLY,THE GYF151JM ' : P MATC14 . FOUNDMTION POUR -OR.END-NALS -/ 1� EAP-APPLI \\ NAILS, 2xI2 4 EW%WOOD BE BRACED BY E ,,r-LNIG 15 ATTACHED TO TIE �... PAL I I.1 ol T14EY IMAY BE THIS ALTERNATIVE OF ATTACHING TRUSS-TO-2 r_oNNECTCP,,,-' - .13IX31 TOE TO HEADER. WHEN WINDOW DOESN'T ATTACW WOR&USE(12)NAILS- (1)WOOD-Tis ROD ADJACENT TO METHOD-THE CONTINUOUS M -ER THAN JACK&TUDS PER �...%% EcAt-F,F.j TU ,:I: � A 5I=-!TT"01 ZONTAL( SEE TRUSS SCHEDULE--� DATE 10/13/05 - 04 KM:-5TUD WE�APEFRZ_-SEES STUD POST F PORCH BEAM IS Bp.4CING(SHOUN AT RGHT)OR BRACING RATi I PLAN FOR IONAL ..1 W-PLA40M WITH D= RED T - HDR,USE(6)NAILS, DIRECTLY TO REAr E DIRECTLY TO T14E TRUSS)THE STRUCTURAL PLAN. �.� I CTORS,ETC, . 14TT22'es- I='A ENGINEERED T USED LLD. FOR I I (PTL A/STV�� 2 \ C479VENTIONAL LUMBER(2x&,240, TOP MATE MAY BE NOTCHED TO HE I . 5 * I=; _UALL CONT ET IDE OF: NO 4 2xI0 HDRS.USE(W FOR SIM A GOR-ECTION(s). . T14E RIGID CELINA DIAPHRAGM MAXIMUM aila SPACING OF THE STRAP TO HEADER bv-1 I : ___A- T_ :AATHM THIS ETA' NOT- 11 J05 NO, J202112 242,ETCX (1)U1000-TIE ROD ALLOW PORC44 BEAM TO 15E LET N (SHOWN AT LEFT). BRACING 15 241� ON UNSHEATHED SIDE STUDS/SHEAR WALL I NAILS, 2xI2 4 ENG.W-1700 I%-(1)MSTA-SERIES STRAP 44 SIDE OF POST To,WALL PROVIDED T14AT(1)2x4 42 + ..: _,:� I— .'I -EMB%IM_>DED I& 5* � - WDRS,USE(12)NAILS- / ______ IL-__------ ADJACENT TO EAC ud(1)MSTA24. . SPLICE(if 1-1- STRAPS MUST 13E -1-1-1-ROOF FR41`11143 Is USE FRAMM*PER PLAN � -=�7H�_=Af _f------- a gAal,l JACK-STUP TO IF PORCH BEAM 15 ENGINEERED SPF POST 10 ADDEO,TO EAC44 SIDE . . �\,, n ),PANEL EDGES SHALL I.1.1 - INSTAU.LED./ - LUMBER(LSI_LVL,PSL,ETCJ CCWMQ = __ SQFT, DETAILS 1�__�I_NT_ HEADER 2x&WDR.USE OF PORCH BEAM TO SUPPORT TOP GYMM C.LNra QlAEW"IME US W= 5RACM ME . . I A OCCUR WITHIN OF , WoOb-Tia,ANCHORING RODS, -/ ERMEpIATE WINDOW PEA 121 STRAPS,2x6 4 2xI0 F_ IN ADDITIOR(1)WOOD-Tle ROD . , . . .1ol I.I. AVD11TIONAL M OF 04 -TION *4 � r 4`01' IGHt OF UJALL OPTION *3 NTERIoFt OR EXTERIOR SkSAR-WALL PER DETAIL 5/57111,EAC44 SIDE APPLICAOLE Lu/DETACHED,V- WPRS.USE V STRAPS. SHOULD BE IN&TALLEP TO EACH (REMIMS USE OF EXrEIRIOR-GRAPE GYPSUM 50AJRD Y01 THICK(MR)(24/0 SPAN � . I .. _1 REMAM MR SINFISON 5 RUNNING - OF EAC44 OPENING, I OF TRAN � 2xI2 4 EI�M WOOD HPIRS. WHEN USED LLRT14 , I I III INSTRLUCTIONS.- %-lil 3 RUNNING PARALLEL TO TRUSS ABOVE PERIIENDICUL-AR:TO TRUSSES ABOVE W/PEEL �je e WITHN 2 SoMI(S)ONLY.SEE TAB SIDE OF PORC44 BEAM AND(1) "PARTIALLY ENCLOSED'BUILDING I I S) INDEX)APA-OR TECO-RATED . OR VERTICAL WEB&1*To l'-&'. JACK-/KIN3-STUP ASSEMBLY. FOR SIZE 4 CONNECTION(S). USE 24'STRAPS. MSIA24 SHOULD 51E ATTACHED To WALL SHEATHING. BLOCK ALL 1_11�- - - C I ' . . - e r . (1)SIDE OF EACH TOP 2 CENTERED UNSUPPORTED PANEL EMES , - T4-'t�il�l'"'2_" 1.11 4"__ ON THE JOINT. ACIW S Or _�_� .�� I ESTI-014F�j SWOWN ' _� JACK- 4 KING-STUP(S) (1)SPI-14-ro-S CONNECTOR TYPICAL BOTTOM 24ORP 13R_ -2 4 SOFFIT. ETAIL 2x 5LOCKIN31 HORIZONTAL 11 I*"dia.ANC44OR COL I I I IN PROPER M * - CALLOUT ON .. a SINGLE JACK-STUD To Exr.FINIIA 0 h 4�r'Is .AhodebeCk, PE PER M USE(1)LTT205 WITH CURB WALL- STRJC_TURA4_PLAN. a DOU5L JACK-STUDS PORC44 BEAM MAY BE � @ - (2)STHP14-EMISEPM 2"x2"x3/**WASHER(TYPA I I I I-LACE 2x4 RIBBON 50ARD SHEATHING * lfr�gjlyper _' NOrrcHW AROUND TOP - - . STRAPS 14"INTO i . 3pI9 2x()02 SYP ...EMBEDMENT - Prof� ,joq? WINDOW SILL-SEE TABLE -� To FOUNDATION. USE(1) MATE PROVIDED T14E TOTAL :2 FOUNDATION.USE - I FOR FLOOR AND g �No.26497 a ONCV HTTI&e TRI (OR - 'nse . . FOR SIZE 4 CONNECTI ( X DEPTH OF THE BEAM 15> STHI WHEN LOCATED FIT SILL r . . LINE'AT 15ASE WALL SHEATHING TRUSS TOP CHORD FLL INTERMEDIATE SHEAR , MOM)JACK-STUPS TO a-1,14"UNLESS NOTED ON T14B � CF CURB UAW- ATTACHMENT. FLOOR 4 This drawing not valid without raised FASTENERS,PER SILL P_ I WINPMS)AND FOUNDATION. AT A CUF45 WALL(PTL 58, r HEEL/END VERTICAL SHEAR C40NNECTOR __ - ooms)=. ..... STRI.ICTURAL SWEET. 2/572)AND BEGIN 11 L OF TRUSS seal AND signed in RED ink, SCHEDULE ON S-SWEET(b). 7----_T M ATTAC TO --7i---r. ,W�� INTER IATE "EMBEDMENT"AT I, I I APPROPRIATE I I ANCHOR BOLTS PER - ,I MAIL POST TO POFI _j I I lod a rplo/c PROM CONT. I 1 FRAMINIS 1 1 1 PETAL A/STI,TYP. 4��_ I HEADER Ullf(1)ROW OF: RE FOUNADTION PER STRUCTURAL MAX UIALL PRAMIN43 MEMBERS IN L TO 2x4 BLOCKING of Jacksonville -- � .13lx3l NAILS 0 21 OAM Fel IONAL(11-0. 11000FOANCE � ROCIF SYSTEM . 14'6)HM2's I I FL CoA Number 00008494 WIT14 APPL.11CAME HORIZONTAL 2x4 SIFF 12 GA PEF Number 004586 "I � FORTAL FRAME OETAII - - - BLOCKING ETUIN TIR1155 -_-_-______ - NSTRUCT:0145 a � . (2)F x 31 NOT To SCALE ROOPA=Looft SHEATHING . SHEET a ANC44ORNO I DIRECT". ITIONAL ME�AL Ca,-klE POROW BEAM SEE 11 \_2x 62 SY'P TOP M - OF "I.MZ" 9 - 11"l`lIII1IIIIIIillillillllllillli,, - #Tj - - STRUCTURAL SWEET ____,/ %,NICK MW APA-OR _/ C DETAIL - -4 TRUSS TOP C44ORD -----" I N . I . , EXTF MPH,EXP06WRE 5,ENCLO&EP ExTrPjc)R WALL-CFEKIW,PE�EP OR SILL 120 MPW,EXPOSURF 5,PART.ENrLOSEr FOR MINIMUM SIZE. SEE SIRUCTURAL FLAK \ TECO-RATEP SHEATHING wl HEEL OR END CONTINUOUS 2x4 SFIF 42 W1 RIOR WALI__cj=ENN,G i4EApE:R OP,SILL 120 - - I--,,--FOR STUD SIZF-=/SPACNG rp"1611olc ad NAILIW-% BLOCK 17>1_1 VERTICAL OF TRUSS� I/ - /__ :_ - -_x_-7/ (3).131WNALSTO EAC44 - MAXIMUM 'rOR � RECILHIRERIENTI15. ALL UNSUPPORTED PANEL 2x C4-01�Ey FP.AMNS TRUSS VERTICAL 4 a(,"a/c rOR 3 I F� .13b(31'NALS MAXIMUM SFM C,24NECTION M�-R GIVEN WALL HEIGW CONNECTION I--' 5 wl 2x 51LOCKIW= I*EMBIESS-SEE STUD ---_ MIN.%-THICK(24/0 SPAN INDIE>0 . 0 f TO VmMaER GIVEN WALL HEIG14T ' -- FEQUIFED AT ENDS A. WEAVER I I I____ 15T I lazza F'EQ FNPRf-H TABLE FOR SIM SPECIES - � 1 140.2, '. to, fl, 12, STUD POST-MUMBIER OF PLYS TO __ TAts STRAP uv(1) _ F�EC41RED AT ei,vs _ .) APA OR TECO-RATM WALL /: 5LOCKIW% NO.2" �- SPF OCKING I 4 MA>cL a/c SPACING- S14EATRIWA AITACHIEP TO Apo(I)ms - ___V----- -� . SHF-AT14 C44V*MY LLV 1� W 51-1- ,--I' 4'-5' 4'-V V-10" 4-0JSIXVTcE"LS __�-' MATC44 HEADER STUD POST 51ZE 2x 5L w/13lx3' 1-2X4 I,-,'.. 11-11. -Y. -11, 4'-10)" 4-0.131 X 3'TOE t,L411-5 1-2X4 " AND GRAPE M MATCH WALL NAILS 0 b"olo TO TOP OF TOF HARDIE uY b"Iro'Sol I I ��- USE OVERALL CHU'll"My FRAMING 1!�RS 4 BLOCKING - hDd/ENP a EA SPLICE - - __ -W--4- -E;7-9- &-o-tv X 3"TOr NAtL8 STUDS UNLESS,NOTED OTHERWISE 1/16"APA RATED PLYWOOD IIIIIIIIIIIII I,-&" 1'-2" 6--10" &-OBI>1 V TOE 14AILS 2_2X4 1 I_. �_. ___ 'R HEADER ASSEMBLY. 2-2)<4 V-4" I'-Il' ___�_ 10 ASSEMBLY 4 TO TOP OF + HEIGHT FOR It I-EIGHT. ,0111111 a ALL UNSI.IPPORTIES I--- / (CONT.2x4 MAYBE OMi I I 1, T-4" 61-11. b'4' 51-91, &_"1X3-TOEt1A(LS ON SIRUCTURAL PLAN. CONNECT FORC 2-pig 2x'a AT COR!,ERS, _9 - x EDGES NAILING PER CALL IF(1)MSTAID 16 USED PROM of --W--&. -ji-r---j;--ev- -i7_5T_-7--r &-O.;31 X V TOE NAILS 1_2X& _'. - � ut 6,42,old.ad TABLE ON DETAIL F/671711 OR CALL / / 1� 1A ELOCK-TO BLOCK ACROSS - 1-2x& ----- - 1. I PLYS FIER PRITAL D/STL EXTERIOR WALL J_ OUT ON STRUCTUPAL PIAN. . ./ . � I` - .TRUSS) \ 2-2Xr. 11_1�1 III-91.1 III-O., 10._&I 101-11- 2.A�Sle LU/WXI J"NAIL 2.2xrl- II.-OI 11--411 1--l" W-5 aLE___.-=== I (UMSTAID jQff VIE - ____ - F THE HOUSE 15 TIED�DOM USING (1)MT512 OR EXP0,5JRE C,PART CciNvENTIONAL STRAAPPING,REFER TO THE Zx4 02 SYP BLOCKING BETWEEN STRAP FOR A SCIUARE /q 2 0- /q 2,?0.. Fran a/S Ave, EXMRIOR WALL-OPENING i-EADEP OR SILL 120 MPI4,EXPOSURE 0,ENCLOSED EXTERHOR WALL-OPENrNG�EADTR OR SILL 120 MP"4, PART-INCLOCer CHU-MY 4(2)WTS20'S OR TRUSS-TO-12 CONNECTORI DOUBLE TOP 2 OF WALL MAXIMU-1 6PANIOPINING FOR - MAXIM SIP ING 1--OR � bTRIJ=RAL SHEET,iAND DETAIL NiSTI "SHEATH PORCH CEILING,,'Ix4 CONTINUOUS BRACING IN TRUSSES BELOW C440,11NEY WALLS (2)MSTA24'5 FOR A SEE TRUSS SC44EPULE FOR �� I I aum DPINNECTION FOR pORCH BEAM C,;ONNEr-TION DETAILS. AT PORCHES NOT W-EICIFIcALLY IDENTIFIED WIT14 A NOTE TO r CONNECTION MEMBER IVEN WALL HEIC44T coNjUNCTION WIT14 EITHE A VINYL S0FFIT/CLN`G MATERIAL Q3 EXTERIOR-GRAPE GYPSUM CEILING BOARD RATED w/W13bc3l TOE/END INAILS AT CT E -MY 0 TYPE(DTL A/STP "" MFME�EF? IIVEN WALL HEIGHT RECURED AT ENDS REF&D - ___ REQUIFEDATENDO EAC44 END OF 13LOCKM TO ANGL 01-10,11 EA offamc==iiii ,47010 - NO 2,SPP ==�S� I IV FOR T14E DESIGN PRESSURES FOR THE SPECIFIC APPLICATION MAY ME USED u_o.wOoP STput-TUIRAL PANEL OF C-44IMNEY TO 2,aPF,� a. 10, __!V___LK_ - -- 1. __!v 11 INA.THE lx4 CONTINUOUS,BRACING MAY NOT EXCEE 121o/a(ATTACHED TO EACH INTERSECTING TRUSS,OR 2x TOP C440FO OF TRUSS OR TOP C44ORD STUDS/SHEAR WALL OPTION S -- 4'-2- 11-1. V-4' 11_11� 2-3" 4-0.131 X V TGE NAILS SHEATH RAFTER AT 0ORNMS OF OR 2x4 I3L SEE STF it FAMING 7 2X4 5`-0` 4--a" 4--l" V-13" 3'-5- 4�0.13IX3-TOENAILS, 1-2X4 BLOCKING w/(2)10d NALS),AND MUST BE APPLIED TO THE BOTTOM OF THE BOTTOM CHORD.EITHER MATMAL MUST RECTANGULAR CHIMNEYS,USE .. OUL FRAMING, dr-TURAL PL-A INTERIOR OR EXTERIOR 5HEAR-WALLS 2-2X4 -;7--_'��_'��_:��&a- __��- TED WITH THE SPIE I -__j�_" r.--S- r,1-2- __;�_-_P _b�-r &-0J3IX.3'TOeNAIL5 2" _- -0. - _r &.OA31 X 3-TOE NAILS BE ATTACHED To THE Vold lx4's AS PERSCROW IN THE INSTALLATION INSTRUCTIONS ASSOCIA CIF C 2x&(U..,O.2x4)w/W NAILSA34D PERPENDICULAR To TRUSSEES A50VE .0-8- ,,2-?X4 ___ -- - JCTION5 RELATED TO THE Ix4 AND ATTACHIIIEW THEREOF. (U-0.(4)"LOX 40= _ ,_2. - " - _ . "TOF T�4� V-111. ,1_2� b'.T' 5'-2" f.-O-131 X.3-TOE NAILS I_2X& r. ,-,.. V-0. 4-1 4-2� 60111.3 --NAILS MATFFaAj-. NZ PETAL P1671 FOR ADDITIONAL INOTR N 0 I_2X& - _____ __" M __ ._,.� 11.T. I.-,,, 1._2.� 51-51, .L_-A-�L..�-i'�;ILEI ,��' CHIMN15-Y FRAMING3 12 SHEAR-WAILL 5RACING DETAILS .3 M fft 8 2_2X& _jj�_W 13'_&,�, V-&- T-V I'4' j2-A3&SW1ftX�"NAIL$ i 2-2X6 I 5 , SIDE VIE - - , __ 'OR TRUSS TOP i BIRAC11,13 REQUIREM , . "i 7,1� EXTEpjoR STUD WALL SPECIFICATIONS SIM aTRucTuPAL SHEET FOR EX7IEIeJOR 11141.1.FFJM Txy�p_ �� L Uj T:H * - ` N,E \INHE ir'o dC7 _\ T �m *` -To- -M .� , - ,7T,= ST r r V?=STUaD \\ I T-"- I Ll � PROW__\\\ / i ! i 6`4 � ��F 4:TPNM"F THICK. I 'r 2-T'S" r__� - A- � '140 1 I TWI�4 SRAL N IL IN, I A S' DA* AND !A " INED "M 'UT M T Ep I ZE T, (),jr T� W(2) 2: r YC M E� - ........ 2.. PLIES �: ,_ . . ,�. ", %IL-5 _APS.1 , _ ,_STUDS_ 7 1 .l. B'STJ L .,__ N \ � N�� iA' ,/)j�AT _1� 4 PLAACE SWSWW 4��__-_ = I ! - /)_�7_- , //Ii\ // 11 \\ / . , ,/ J/ \, _�, _ __ _ ,Zi�_ � i 0 n ,� r I I- 'I I t-_ POF MU. -00 � -NIW PORCH BEAM TO_9TUQ WALL DETAI RCH CEILM SWEATHM DETAIL @ NOT TO SCAM @ NOT TO SCALE M 11111 =S2 TYPICAL OPE Ca F&OING OF-TAIL -_U BullderslK ;;A0 NOT To SCALE! @ NOT TO SCALE @ V40T TO SCAM ,Jj�__ ______ -UL--- �FirstSourceMU "'InSullders @ __ it . 1017irstSDurce- I � - - I - I I - __ ! KIBuilders SEE STI FOR VERTICAL WALL OCINNECTION. —Builder EWFirstSource 4`5 HORIZONTAL. NO E9 4" CONC SLA5 W1 6X&X10110 1i W�i 0=3 :2 0 OVER ro MIL VAPOR BARRIER OVER SEE STI FOR VERTICAL WALL CONNECTION. CLEAN,WELL COMPACTED, TREATE L YF_VERTICAL REINFORCEMENTA, =11AD � Ild OWELS a CORNERS 4 24"o/c 05 HORIZONTAL. InT 4" CONIC SLAB W1 roXroXI01I0 11i MAY BE USE 45 HORIZ.&" FROM STRUCTURAL GENERAL NOTE5 OVER ro MIL VAPOR BARRIER OVER AS BRICK LIFE TH AFTER - BEND AL WELS 0 TOP 4 BOTTOM, 413" MIN. OF VERTiCALS. (Tyr.VE L REINFO1;;i1T> 05 CLEAN,WELL COMPACTED,TREATED FILL SLOPE G D9 EM5E INIMUM 90 INTO FOOTING DOWELS *5 PORIZ.roll 4 TER - BEND ALL (1)05 REMA T o/c X I � )`_ 11 1 — R CONT.a ER COURSE OTH RS 4 INDICATE CODES: �e SLOPE U4611 INT LA5 (GROUT ALL -1211 FROM ENE) OF GRAPE DIMEN51ONS ARE CELLS 60 DOWELS a T P OTTOM, EMBED MINIMUM MIN. 2004 FBC-R L MIN.DISTANCES TO r VERTICAL$. ASCE I-02 4 1 STORY 5 ARE *5 VE ALS &" IN -OOT11I 12" INTO SLAB (GROUT Cl EAN 0�>MPACTEr STANCES ALL CELLS SOLID) 2001 NDS Ex ;� 11 > Ti 'y 24" 0 ACI 31a-04 SAND FILL I Z L*_L slab, to EMBEDDED STRAPS (TYP. HORIZON Is VERTICALS AGING TO 12 COURSES 24"o GENERAL- MUST BE INSTALLED w/ REINFORCEMENTA 05 DOWELS REINFORCEMENT> (2) SES- 24"o A. Design is void twelve months after date of original issue, unless updated to current codes and practices applicable at that time. SLOPE OF & W/0 BRICK ADDITIONAL PIECE OF 04 NERS o/c THEREAFTER - BEND WI.I(MWII)LONGITUDINAL ADD CLEAN FILL AND 12 < 13-1/2 COURSSE5, 16" Ouildel %jF REMAR PER SIMPSON COMPAC� IN 12 AX. Ta. 13-1/2 < IS COUR61i 5"o a. Do not scale. Use dimensions From the architectural plan. Notify engineer immediately if discrepancies are round between plans. 3 DOWELS a 4 BOTTOM,EMBED WIRES 5FACED 11 l9s" O/C_- C. All details shall be in accordance with Instructions from manufacturer or designer. _W1�5RICK INSTRUCTIONS. to .... .. MINIMUM 61, INTO ING /1211 INTO SLAB PROVIDE HORIZONTAL FirstSource D. It is the intent of the Engineer or Record that this work be in conformance with all requirements of the authorities having (GROUT ALL CELL 4L a" CMUj FILL ALL CELLS _MWALLH T: (5) REINFORCEMENT WITHIN 16" of Jacksonville MAX. STE I STORY OF TOP AND BOTTOM OF SOLID. w/3000pel GROUT. 41N 161, FOOT NG E W/O BRICK 12"WIDE LLV(2)04 OR(2)wj CONT. V, COURSES.FOR LS > CL M I D Jurisdiction over this type of construction and occupancy-All contractors are responsible for the means and methods of I$TORY EQOTIWx SIZE constructing and &hall do their work In conformance with all applicable Codes and regulations. LLV BRICK 20"WIVE 04CLUD11i LEDGE)LLV(2)5 OR(3)*4 (5) all COU E U W/0 BRICK Ir."x1ol'', (12AS OR(2)04 MASONRY STEM WALL. COMPACT IN (MAXJ LIFTS. DESIGN CENTER ;z. The contractor &hall verify all conditions and dimensions at the job site prior to commencing work 'IE W/BRICK 2011XIM.. Vs (3)04 2 STORY 1- F. These documents, as Instruments of service, are the property of the Engineer of Record and may not be used or reproduced .,,T.,L A/Zar R 15/ST2 2 STORY LAP ALL RlEINFORrEMENT MINIMUM I I W10 BRICK Irci WIDE W/MS CONT.OR(3)04 DEFEND I WALL HEIGHT. (2)15 CON 8" CMUj GROUT ALL CELLS 40 DIAMETERS AT ALL JOINT& ::I I El 1 1 L7 6550 Roosevelt Blvd. without expressed written consent of the Engineer of Record. W/BRICK 24"WIDE(INCLUli LEDGE)W/(3)15 OR(4)04 W/0 BRICK 20"AO" __05 HORIZ. R MID-HEIGHT. G. All details and Sections shown on the drawings are Intended to be typical and shall be construed to apply to any similar W1 BRICK 24",10' SOLID. MAX.(10)COURSE& 11 1 � 11-1 -_ Jacksonville,FL 32244 situation elsewhere in the work except where a different detail Is shown. TYPICAL FOUNDATION DETAIL TYPICAL FOUNDATION DETAIL (TYP.HORIZONTAL I - -1 1 1 1 1-1 1 Tel 904.772-6 100 H. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the bullclingI NOt TO SCALE NOT to SCALE ADD CLEAN FILL AND REINFORCEMENT)- (2) Rf Z. a EACH Fax 904.317-2835 IL - COL PISE and its component parts during erection. 0 COMPACT IN 1211 (MAX.)LIFTS. WI.1(MWI9 LONGITUDINAL IL_ -_1 THIS r5or-URENT,ALONG ii J. Temporary Bracing. WIRES SPACED a 16" O/C. Contractors shall be responsible for all temporary bracing that is required during construction to keep the structure safe —STAN,01 ARD FOOTING SEE DETAIL BELOW PROVIDE HORIZONTAL ASSOCIATED DOCUMENTS,16 AN and plumb until the entire structure is in place. Bracing shown on structural drawings -is for the completed structure only. EMBEDDED SEE STI FOR VERTICAL WALL C;ONNECTI REINFORCEMENT WITHIN 19,11 NSTRUMENT OF ENGINEER'S PS MUST BE OF TOP AND 50TTOII OF SERVICE FOR THE 1EXCLUSIVE INS ED w/ MASONRY STEM WALL. d.X 24"w.2-SOOPSI CONC. USE AT THE PROJECT TITLED FOUNDATION: 5 1/2" 4 M COURSES TM w/(3)05 REBAR EXCEPT; PEREIIL INFORMATION DERVIED A. This design has been completed in accordance with pertinent standards, reesommanded design soil parameters, and accepted APPi 5 1/211 WIDE CONC.SILL TOP AIN A150 AB LEVEL. SEE STI FOR VERTICAL —I I F FROM THIS DOCUMENT,AND/OR (4)wo. ASSOCIATED DOCUI-11FIi MAY SIMPSON VARli MAX 57 1/2 5 rEXCEEPING NOT BE USED FOR OTHER PIECE WALL Col-NECTICIst rORY WITH BRICK, USE 12"d engineering design procedures, and is based on the best information available at the time of completion. The design Is Intended RE5AR M SLAB LEVEL.TOP-TO-GA FLOOR (UP5 CONT. IN SOLID TED to minimize differential movement resulting from the heaving of expansive soll or settling of subsurface soils. It must be U-13LOCK 0OURS recognized that foundation components will undergo movement. Any subsequent owners shall be appraised of the Sol] condition INSTRUCTIONS. WIDTH REQ ADDITI ANALYSIS) TYPICAL S WORK(S)OR PROJECT(S) and advised to maintaingood practices in the future with regard to surface and subsurrace drainage, framing of partitions 4 CO C5LA5 x 0/10 WIWIF WITHOUT TWE IEEXT'RESS WRITTEN above floor slabs, and finish work above the floor blabs, etc. 9a OVER(2 MIL V R BARRIER OVER TYP-VERT. PERMISSION OF T14E PROJECT 5. Design ha's been based on a non-expanalve Sol] with an allowable soll bearing capacity of 2000 per. Active EFFs 30 pr-f (level L11 CLEAN, LIJ L PACTED,TREATED FILL REINF. ENGINEER IDENTIFIED BELOW. back slope),Notify the i and Cease construction 'if adverse or otherwise non-conforming conditions are round to exist. i5 Q-.,1. 1 ST FOOTING SIZE :3(1 SLOPE W/ ICK Irp"xlV'tLV(2A4 CONT. Fiiiii DESCRIPTION C. BacKfIll adjacent to foundation walls Shall not be placed until the walls have sufficient strength and have been anchored to ju IM CK 20"A011 Wil(3P4 OR(2)15 CONT. Z GRADE the floor system above or adequately braced to prevent damage to the wall. la YPIC L TING - SEE i/ST2 FOR 3 rL I �I I F�l 1- -1— 1/013 r-MR, et a I RW P. Refer to the Geotechrilcal Engineer's report for all soil and/or site prop requirements necessary to achieve min. 2000psf so!] COMPACTED .51ZE/REINFORCEMENT W/O BRICK 20"xI0"LIV(3,*4 OR(2^CONT. S LLY BRICK 24"x10"LLV(4)*4 OR M5 CONT. bearing capacity. In the absence of a Geothed-nical engineers report the site/soil -Shall be prepared to the satisfaction of the building official. 2 111ro D'CAY, C011i RW E.All foundation pads sha]I be formed to proper dimensions as indicated on the drawings and centered on column or wall U.N.O. IM1111 , ..—I I I F. The location of foundation Jogs,steps and top or wall elevation& and Connections arls Critical to foundation performance 15 IQ515 COURSES STEM WALL FOUNDATI 3 1 2/6 2/8-1`2 ST14D14 RW These items are shown on the plans but may Change during the actual construction.As a result,this design can not address TYPICAL FOUNDATIO proper foundation Configuration unless stated specifically the drawings. IIR 4 12/14 GEN.NOTES Ri ST2 FOR STEM WALLS WITH 10<15 COURSES 4 GW,GP, IMEENSiON SW or 610 SOILS to 300 P-44= LATERAL LOAD G. Extreme care must be used throughout construction to prevent movement of retaining/foundation wall until structural System _IIPII WHIM 6<10 COURSES STEM WALL FOUNDATION completion. It Is the responsIbIlitg of the contractor to adecluatelg shore the walls throughout construction to maintain PIN. DIST IES FOR STEM WALLS WITH &<10 COURSE$ the Integrity of the design. If unsure what course or action to take In order to provide adequate temporary bracTng/&horIng, Contact the angineor for additional consultation prior to proceeding FOLHOATION AT C FOI.,NDATI0N AT GARAGE '000, NOT TO eco" NOT TO SIC&E CONCRETE: A. All concrete 51abs on grade Shall be the thldc�ress as indicated on the drawings over minimum 10 mil.polyethylene (Visqueen) 411 CONC SLA5 W1 &X&XI0110 UIF vapor barrier. such slabs &hall be reinforced with roxb Wi Wi lapped 511 at edges and ends In conformance with ASTM-A OVERLAP SLAI3 RECESS SLAB 3/4" FOR I SLOPE 3/4" X 12" OVER& MIL VAPOR BARRIER OVER 106, or Fiber mesh ReInforcsement, shall be used with the minimum 211 fiber length at Ilblyd compit4ing with ASTM C. 1116. 1 1/2 THRESHOLD E NT I AT GARAGAE DOOR 4" CONC SLAB W1 roX&XI0A0 ULF CLEAN,WELL COMPACTED,TERMITE 5.Fill under concrete slabs shall be clean sand free of debris and other deleterious material.Fril shall be compacted to a density DEPT14 - STUD +1 1/4" (F TREATED FILL OVER 9, MIL VAPOR BARRIER 0,1 of at least SB9. of Modified Proctor Maximum Dry Density (ASTM D1551).Fill shall be treated with the termite poison before slab is OUTSIDE FACE OF BLOC lCTEP,TEI placed. RECESS SLA5 3/411 FOR SGD CLEAN, WELL COMP,1 E 41' CONC SLAB W/(oX&XI 1i TREATED FILL C.Footings shall bear upon undisturbed soil or upon &oil compacted to a density of min. c35% of Modiffled Proctor Maximum Org Density 411 CONC SLAB W/&X&XIO OVF-R ro MIL VAPOR IER OVER (AS1111 01r;,51) for a depth of at least two feet. (29 below the bottom of the footing. OVER & MIj_ VAPOR BA R OVER 7% CLEAN, WELL COM 0,Tf"1-IED FILL 0. Where shown, cores of block masonry shall be filled with coarsogrout or pea gravel concrete with the minimum compressive LEAN,WELL COMPA TREATED FILL TYP.SLA5 SAW CUT IN 15'xlr7'G strength of 2500 pal at 26 days- EEP WHILE C E. Detall reinforcement In accordance with A1_-I 315, Detailing Manual.Minimum Concrete Cover for reinforcement I RKABLE ( IN 12 HIRS OF PLACEMENT) Shall be as follows @1111 1)Concrete cast against earth 311 'YPICAL FOOTI14G - SEE I/ST2 FOR IEEE r. MIL VAPOR BARRIER 2)Formed concrete exposed to earth or weather 1-1/2" C ACTED 61 Zi INFORCEMEENT F.Minimum compressive design strength of concrete used for foundations and slabs shall be 2500 psi 0 25 days, Hill 3) Interior slabs, walls 3/411 1 P"Ki I I I I I I�I I I I G. Reinforcing steel shall conform to ASTM A615, grace 40. — (2)S CONT. Ell — H. Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bare shall be used.Minimum lap of reinforcing &hall be 40 bar diameters,but not less than 20". ',TYPICAL UNPATION J. All concrete operations, including but not limited to mix design,mixing, transporting,placing, reinforcing detailing and placing, curing, and testing &hall be done 'in accordance with the requirements and application of ACI 301, "Specifications for Structural Concrete". EE�� 2011 ......... ro SLOPEC) TURNED DOWN T2 STOR'Y-r) W WOOD: 3 FOLNOATION AT Sj3.0 FOUNDATION AT Sj3D �T2 NOT TO SCALE C3 CONTROL JOINT- L ST2 NOT,TO SCALE INTF=RIOR LOAD WEARING A.Framing lumber shall be as follows or better: ST2 NO1`TO SCALE NOT To SCALE NOT TO SCALE 2 x Fi/Beams/JoTsts 02 SYP IS916 M-C. _j I-Joists Provided by TrusJoTst, or equivalent. Engineered 5eams Provided by TrueJol&t,or equivalent. Plate& V SYP n9l. M.C. HOLD PDR.BILK 411 CONC SLAB W/&XroXIOA0 ULF studs 82 Sli le% M.C. - Typical - Unless Noted Otherwise TO OUT51DE OVER ro MIL VAPOR BARRIER OVER 5.All nails shall be "Common" unless noted otherwise. 1/211 CLEAN,WELL COMPACTED, TREATET FILL 4" CONC SLA13 WI/&X&XIO110 WWF C. Where not otherwise shown on plans, all nailing or screwing Shall be as Indicated In the codes, OVER(o MIL VAPOR MARRIER OVER W CLEAN,WELL COMPACTED,TREATED FILL TYP.SLA5 referenced above. All sheathing must be nalled or screwed 4 adhesives SHALL NOT be used in place of nailing. VARIES P.Metal connectors to be provided by VMPSO�-t Alternate connectors w/ equivalent or higher allowable loads may be used In lieu of `777 OVER ro MIL VAPOR 15A R OVER specified components. 4" CONIC SLAB W1(oX&XIO Ilk E.All exterior walls to be sheathed with min. 1/16" thick AFA- or TECO-rated O.6B.or plywood with eId 9 (oll o.c. along panel 6511 CLEAN, LL COMP TREATED FILL MIL VAPOR E3AF;ZRlr=P_ edge&, 12" O.c. in field with partially enclosed and/or exposure "C" structures), except as noted on Structural plan. IL1k 7 R Engineered components (trusses, I-jolst, etc.) shall be Installed per manufacturers specifications 4 instructions. 6. All permanent bracing or truss members with continuous lateral braces shall be dlagonalig braced per 13CS1 1-03, spaced not IEEI I I I�l I I_'4% - _01105 C �;)NT. more than lro feet o.c. and placed not more than 4' from and of continuous lateral brace. 611 — — =1111= IEI� MI 1=1111- - — IM I I I=- I I 111�1111 - M TYPICAL FOOTIWG - SEE I/ST2 -ST"E E L: SIZE/REINFORCEMENT I I I 1=1 I I I—I I I RI I I Pi I I P A. Detall, fabricate, and erect steel according to AISC 5.1Specification for the Design,Fabrication, and Erection of Structural Steel Buildings", 12ith edition. P tructural steel shall be ASTM A36, Except as noted below: =1111-11 Pipe ASTM A53, Type E or 6,Gr. 5 Tube AS11-1 A500 2011 C.All bolts, anchor bolts and threaded rocis shall be ASTM A301 unless noted otherwise. T2 STCR7 r.>. Hex nuts and couplers used for bolts, anchor bolts and threaded rods shall be low carbon steel and most or exceed the IIH' capacity of the corresponding ASTM A301, A36,SAE 1018 and Grade 2 bolts,etc. Hex nuts and couplers used for high- TURNED DOWIN EDGE LOAD BEARING-s STEP DOWN Ca III strength bolts, anchor bolts and threaded rods - A6TM A44S or similar - &hall be heavy hex ASTM A563 Grade DR. FOLNQATION AT D R SILL 4 FOUNDATION AT DOOR ISILL 0 Not 110 SCALE NOT TO SCALE E.All welding shall be by a certified welder in accordance with AWS DI.I. NOT TO SCALE ST2 Not to SCALE LL W MA50NRY: A. All masonry work shall be In accordance with ACI 530/ASCE 5/ TMS 402 Masonry Building Coda. HEADER 13LOCK OR 5. Concrete masonry units shall be ASTM C120-15,Hollow Load-E�earfng Concrete Masonry Units, Type 1,Grade N-1,normal weight, with a FORMED 4 CAST is minimum compression strength of 2000 p&I (f'm=1500psQ. STEP C)OLLN CONC SLA5 IWI&X&XI0110 i C.Mortar shall Conform to ASTM C210 and be of Type S. (I)w.7x 2'-0" OVER R 9P MIL VAPOR BARRIER OVER 0.Grout when Specified, "it Conform to ASTMI C, 416 with minimum 2a day compressive strength of 3000 psi.Grout &hall be mixed to C WELL CC41PACTED, TERMITE provide a slump between 13" to It". 6"x8" CHASE IN VARIE TREA FILL E. Provide pro cast concrete lintels over all openings unless noted otherwise on drawings. Lintele, shall be of sufficient size and CCNC.BLOC EM reinforcement for thegiven span loading conditions. OFFE WALL. TYP. 611 W F. Lap all vertical reinforcing a minimum of 25". GROUT 50LID S G. Provide horizontal Joint reinforcing at 16" o.c.vertically. Reinforcing wire shall conform to A6TM A52 and ASTM A*1 TYPE 304. AROUND PIPE UT SOLID NEI I I I CORROSION 4 DECAY RESISTANCE: E-1 I I I� DESIGN RW/MDA/MR LEAN COMPACTED /-TYPICAL FOOTING A. All structural members of wood or structural composite lumber exposed to weather Or In directground contact - I.e. ROUND PIM DRAFT JL5/Mr->A SAND FILL SEE I/ST2 FOR SIZE/ CKNIESS deck�Ibalconq boards,Joists,posts,etc. - shall be pressure preservative treated to a level rated for the specific all MIN. - DEEPEN application. 5orate-treated wood shall not be used as/for structural members exposed to weather or in direct ground FICAL FOOTING - SEE I/ST2 REINFORCEMENT r-HECKEE) CMR contact unless specifically rated by the manufacturerAreater as adequate for the use. FOOTING a CHASE TYPICAL FOUNDATION FOR SIZE/REINFORCEMENT LOCATION AS REQ'D TO a. All interior wood-based members In direct contact with concrete or masonry shall be pressure preservative treated PROVIDE PROPER SCALE N TS to resist decay. C. All metal fasteners 4 connectors exposed to weather or In contact with corrosive materials (i.e. ACQ, CA-B,CIBA-A, et at) FOOTING DEPTH. DATE 10/12/05 1111MIK ON-LOAQ 13E ING a DOWN Shall be Z-MAX-coated,hot dippedgalvanfzed, stainless steel or otherwise rated by the manufacturer for compatIbilitg NOT TO SCALE J202112 with the application. The exterior application of any material treated with a pressure preservative containing Ammonia &tAY W UND AS S"JW SHOWER OVA J05 NO. shall require the exclusive use or stainless Steel fasteners and connectors. The use of any material treated with the pressure preservative ACZA Shall require the exclusive use of stainless steel fasteners and Connectors. FOUN[DATION W1 U ILITY CH E��NQATION i UTILITY CH LOAD DEARING STEP DOWN 5QFT. DETAILS li Stainless steel and zinc-plated fte Z-MAX, HDG,etc.) fasteners and connectoli may not be combined.Ube only 66 2 NOT TO SCALE T2 NOT TO SCALE NOTTO SCALE ct ineer: fasteners with 65 connectors.Use only zinc-Plated fasteners with zIna-plated connectors. ""ill" *V` STANDARD FOUNDATION DETAILS ------ E.Regular Inspection and maintenance of wood, wood-based and metal products used In outdoor Or other corrosive environments or applications Isnecessarg for continued, long-term satisfactory performance. MONOLITHIC FOUNDATION DETAILS 400*10"F STEM WALL FOUNDATION DETAILS Charles M. Rhode PE THESE DETAILS ARE INTERCHANGEA15ILE WITH THE THESE DETAILS ARE INTERCHANGEA5LE WITH THE Wood vertical construction shown atop fourclation cletalls for clarity. Wood, cmu, icf or other structural vertical construction t2I .0g2ji jjQa N121 ProfejsE'j i ineer STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS acceptable see 5TI for specifics. FL_L0-hse No.26497 4%1 4%, This drawing not valid without raised A1111i TYPICAL FOUNDATION 2)S DOWELS, TYPICAL ____—HOLD-POWN PER TOP OF SLAB JOINT TOP L Builders FirstSpurce INTO STRUCTURAL P ECKING3 of Jacksonville PAD FOOTING OR I- ED Wl MIN. Ili (1)45 VERT E TYPICAL FOUNDATION 11 IN FL CoA Number 00008494 FOUNDATION PET EN CAS, It=, iii EMBEDMENT,C p SIDE OF ST L FTi PADS 36"139,11 4 11 1 X/\zl, GA PEF Number 004586 HEIGHT C E 14ORIZO W718 SLOPE I LAW 111111111111k, FOUNDATION A R V, 1\ USE (3)S DOWELS. Ic?" O/C. GRAPE t-"NOATiON, SHEET I / / //,X\/ POOL TO TYPICA ON CONT. L FOUN-ATI ETAILX' lli,� rl I I A ACTED DETAIL, BE SLOPE 1-FLE, wy A �ll Eli GRADE: SLOPE wj VERTICAL 4 `-6LEAN c;CmP-,w_-TEr.> > Awl .1 IL \X/, 1 1-1 1,1— 9 /-CONT.R'EIBAR X OTHERS. A& GRADE SLOPE Iiii MR N N 5T2 -1*1�i t M r TYPICAL GRADE X FOUNDATION SEE STRUCTURAL CONT. DETAIL '--PLANS FOR PAD W REBAR Igor 11 FOOTING SIZE, LOCATION 4 PP-. 6 FE STRUCTURAL REBAR SPEC'S. 4?� 5 FOR PAO 02,0 MOO Fmrc�ls A/& PAP BAN= to Ns SIZE, PE SEE STRUCTURAL 4 uiwei lip, W01PjZ BAR R STRUCTURAL PLAN PLANS FOR SIZE, L Iiiii!E CIS. 1 4� 1 0 L =SR ST2 SECTION VIE LOCATION 4 PAD BASE lii! i.- d) TEM WALL 45* COWN ETAL FACE vIEW F' PAP5ASE RE5ARSPEC'8. S CTI I W Nar TO SCALE PER STRUCTURAL PLAN C;L PACTM SEE 5 RAIL PLANS MR STRUCTURAL PLAN F X FILL __4 \X STEM WALL-HEIGHT CHANGGE PAQ FOOTING FOR tIONO SLAB PAD BASE LOCATION 4 \�/ >1 I'll 1 -00 PAD FO0TIW_% FOR STEM WALL IS. FOUNDATI A 4 Y L LL L0 E I T 0 L 0 7 R I T N 24' L IM L A 0 T A.L VE UM 5 RS N4 To T BO A F EMEN' 14"o/c TTOM OOTI� TYP_VE Al- P ICEME //45- M M121 PICA IZ_ P -8 4 IN RrA L S/� LL at OWEL r I F SLO TH eEN� )r ER M EMI GRA N�O r ACIN , T F _>OWELS OP OT� . INTO FOOTING 12 1 L La SOLI L CEL E .5 VERTICALS RIZ �P HO ONT RE NFO�EMENT> WI I(MIJ)L G Tli 6.. O/C. �T L I W E PROVIDE RIZ A REJ�RCEMENT WITHIN Ilii CELLS OUT_ i\jGR =N.t mj�jjttjm r IE =M' DDIE , MU8 PIS INDS ED u A%2 A ->I V2%L r PIECE Not TO SCALE PER STRJC Al PI A14 RE5AR SPEC ST2 NOT'to SCALE 120 NOT TO SC." Not TO SCALE VIEi con BuildersVIIIII11111 ullders —FirslisouiTeMW FirstSouroe