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I I I , I I I � �I� J it a• I I , > TI -; 1 / i I `•J J � r ' r i � I I 1 � I\��I •.� I I \ �. i ( I \ I II-� r I I , i �?fir$4%111,� I L l �' � ; .► --. ...-,.- _ r--_.--- 71 i STRUCTURAL NOTES, STUD TABLE BRICK VENEER �. �. STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS 1.WOOD FRAMING SHALL COhNPLY WITH SECTION 23 OF a 1`NR SPACE .. .. MINIMUM 12- 16d or THE LATEST APPROVED ADDITION OF RIF,.SSG CODE. CEILING No. 2 SPF No. 2 SYP No. 1 SYP 16- .131" x 3" IN THIS r HEIGHT x x x4 x6 2x4 2x 1/2' x 10" ANCHOR BOLTS O 32" o.e, y era DOUBLE PLATE (NAIL w/ 2•ALL LAPS IN TOP PLATE OF WEARING WALLS SHALL BE / LENpTH ZONE (TOTAL) A MINIMUM OF 4'-0"AND NAIILED WITH 12-16d COM r 2" x 2" x 1/8• WASHERS cur CUT LENGTH SHALL BE 44• � z x 4 PT ~,ILL ON SILLSF.At, - LehcrH Foft tG"uE�w3asr .131" x 3" 0 1 fi"oc- NAILS OR 16- 3"x.131* GUN I NAILS. a 8 ft. 16"oc. 24"oc- 16"0c. 24"oc. 16"vc. 24"oc. rb w/ SEMCD TPP4 0 3z" o.c. STAGGERED LU ww 4' or GREATER 3.ALL GABLE ENDS SHALL BE I BALLOON FRAMED OR a .� "wEEPrIOLES BFtAC;EDPERDETAIL. 9 ft. 16"vc. 24"oc 16"oc 24"oc. 16"oC �24'oc. aWi o O 48"oc• GALV. FLASHING MIN. $FOGA •� � W 6.6. 10.10 WWM OR 4.ALL.SHEARWALLS SHALL BE NAILED AT 3"oc,OR Woe. FIBERMESH REINFORCEMENT - ( � lO ft 16"OC. 24"pC 16"OC. 24"OC• 16"OC. 24"OC. cLl Aue BLOCKING OR SOLID (MIN. (3) 12'. AS NOTED ON ALL EDGES AND 12"oc.INTERMEDIATE U SPAN W 2- 2x- TOY PLATE w/8d COM NAILS(U.O.N.) BLLOCKALL UNSUPPORTED z W BLACKS) NAILED w/ 4- .131" x 3' 1 Cn +� I , , - -2x_ STUDS NAILED TO EACH NAILS EDGES WITH 2x4 FLATW SE, "OSB.I(U. SHEARWALLS 1 1 ft N/A 24"oc. N/A 24"oc. N/A 24"oc. 0 SHALL BE 15132"CDX OR 7/116"OSB.(UA,N.) a GRADE U 6 NIL VAPOR BARRIER OVER OTHER w/ .131' ]( 3" B'OC. 2x- STUDS TREATED AND COMPACTED FILL STAGGERED 5.STRAP HEADER STUDS rO(DOUBLE TOP PLATE w/ 12 ft. N/A 24"oc. N/q 24"oc. N/A 24"oc. 1, TPP4/6 AT EACH END OF HE ADER AND NAIL w/[T•10d � _� 4- .131" x 3" NAILS AT EACH 1 LU v END BLOCK a Lencnl COM NAILS OR 10-.131"x 2 11/2"GUN NAILS. N A N/A 24'•oc. N/A 24"oc. 13 ft / 24"oc. 0 3 05's CONT. SEMCO TPP4/6 SEMdCO TPP4 B W b. HEADER STUDS AND HEADEER CRIPPLES SHOULD BE >' MIN. 25" LAP O CORNERS Prorlde mlr>tir'Mn 1• g' enddtsWran TOP AND BOTTOM T P AND BOTTOM NAILED TOGETHER AT G"oc..w/12d GUN NAILS(.131x 3")STAGGERED. CLIP UNIT'TO SHOE PLATE WITH 1.4 ft. N/A 16"oc. N/A 24"oc N/A 24"oc. NAIL EACH E i LE COM ANCHOR BOLT WITHIN 12" OF •_ " IN EACH END LENGTH z STORY conoinoN (Top Aria BorroM) CORNER4 (U O N.) CLIP AND NAIL WIrrH&10d COM NAILS slrnpson sirvwy TW 15 ft. N/A 16"oc- N/A 16"oc. N/A 24"oc. o cs1BAr 32-oc. 7.ALL WINDOW AND DOOR GCOMPONENTSMUSr BE DESIGNED TO TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER WITHSTAND THE DESIGN LCOADS BASED ON A 100 MPH WIND _ I ZONE. 1fi ft. N/A 16'oc. N/A 12"oc. N/A 16 oc LIj m TYPICAL '2-STORY ©ETWEEN FLOOR STRAPPING > SCALE: NTS B.ALL CONNECTORS ARE SEN41C0 OR EQUAL.(U.O.N.) NOTE:THIS TABLE APPLIES TO STRUCTURES WI rH MEAN ROOF HEIGHT LESS THAN 2.`i AND T 1/2" x lo"ANCHOR BOLTS O 32' o.c. o } 2�� 9. FOUNDATION DESIGN IS EjA\SED ON MINIMUM SOIL CONSTRUC•rED IN WIND TONE OF 100 MPH OR LESS AND MIN. �"SHEATHING. «/ z" x Y x 1/B" WASHERS BEARING CAPACITY OF 2,0000 psf. 2 x 4 PT SILL ON slusFll SPF STUD GRAVE MAY BE USED ON FOR LESS NOMINAL PLACE HEIGHTS ON SINGLE w/ 4 PT TPP4 a ILL32' o.c. TYPICAL FRAMING OF CORNERS AND PLATE LAPS 10. DESIGN WIND LOADS ARES BASED ON THE 0 M SE. STORY AREAS OR THE:SECOND FLOOR ON TWO STORY AREAS. LSECTION 160 h IND 5 EQ OF 1 MFW, 8x6, 10x10 WWW OR FIBERMESH REINFORCEMENT LL Z Uw BOTTOM! OF SLAB a TRUSS MANUFACTURER CLNNECTOR NAILING PATTERN HOLD[TOWN a ANCHORALTERNATIVEALTEFTI`1ATIVEEPDXIED ANCHOR {f y r 12 MIN. �._^T r INTERIOR BEARING FOOTING "J - ---- 6d COM C EA. srnPspN Lazo 10 16d COM NAILS MTS278 5/8"THREADED ROD WITH MIN.5"EMBEDMENT ac ��y5's CONTINOUS r � 12' O ,'• 6 NIL VAPOR BARRIER OVER w.....�,--_. ..�.. Igaq�••------�--�-" BLOCK (TYP.) MTT28B yaxb wEnckrr�+oFT 518"THREADED ROU WITH MIN.7"EMBEDMENT �.-.- TREATED AND COMPACTED FILL, 3 USE EPDXY ANCIIOR W w t' PLUMBING WASTE LINE SWAPSON I4TT2e8 24-16dCOM NALS /. a $' w-Ar WEDGE ANCHOR ONLY WITHIN o -3--12d COM (TYP.) r a 2 /5 s CONT 6"OF EUCF CONCRETE. LTT20 1/2"THREADED ROD WITH MIN.5"EMBEDMENT NUN. 25" LAP O CORNERS �• 1' 2x4 BLOCKING C� 24"oc• SEMCO MT5276 24.1&1COMNAl5 HDeA NIA 3/4"THREADED ROD WITH MIN.8"EMBEDMENT r � -4" 2 STORY CONDITION. USE i ~ 16• WIDTH a 3 f 5•s CONT. . S(TAPSON HD8A 3-7fFBOLfS 5GP3 518'&VIXOGrANCHOR 5/8"THREADED ROD WITH MIN.5" �. LU z 0 LU TYPICAL MONOLITHIC FOOTING -SHEARWALL SEMCO 5GP3 24-.16d COM NAILS WEDGE:ANCHORS SHALL B!~"BAWL-STUD"OR"KVYIK-BOLT"OR APPROVED EQUAL EPDXY SYSTEM SHALL BE SIMPSON"EPDXY-TIE'OR HILTI"HIT"OR APPROVED EQUAL • ~ SHEARWALL TO TRUSS CONNECTION CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 W � BRICK VENEER WITH 1" AIR SPACE *=L2jLR2R O AND WALL,TIES AT 16"oc. VERT. AND AT BOTTOM OF SLAB U 32" oc HORIZONTAL. 4"MIN. Lap in double plate 12-16d common 16-0.131"x 3114"gun nails 20- 12d sinkers W WEEP HOLES 0 48"oc. �, �^� INTERIOR BEARING FOOTING re GALV. FLASHING -1- _ '"- -" • _ n Y 2x4 P7 SILL w/ SEMCO TPP4 AT 32" OC. „� 1l ,.,,,�„� �...,�..... .... ...... �'N5's CONTINOUS �~ `��-- $IMPSON PA 51 EMD.STRAP gun nails edges and 12"a.c.in the field with 0.131"x 2112" the Held v+llth 0.099"dx 2"gun nails > 3� w LINE SW-shearwall box, screw shank or rines and g o'c. in the field with 8d commoon, O 1/z x 10 .A 6- AT 32' OC. �� PLUMBING ASTE I__ w/ 2" x 2" x 1/8" WASHER GARAGE SW THICKENED EDGE 3"o.c. on edges and 12"o.c. in the field with 8d comm(on, 3"o.c.on edges and 12"D.C.in gun nails LOWER REBAR AND FOOTING the field with 0.131"x 2112" a„ W IF NECESSARY STEMWALL SW(3)-shearwall box screw shank ar Tin 4" CONC. SLAB 2500psi w/ FIBERMESH OR 6x6--10/10 WWM _ CD ° sTEn1wALL FoanNc 112"or 7116"Roof 6"o.c.on all supports with Sd Gammon, ring shank or screw 6"o.c.an all supports with 0.131"x 2112"smooth, ring or 6"a.c. on all supports with 0.099"x 2"ring, screw or annularCD ell • = Sheathing, 100 MPH shank,4to "o.c.edge nailing with 4'of roof edge annular shank gun nails,4"o.C. edge nailing within 4'of roof edge shank gun nails,4" o.c. edge nailing within 4 of roof edge C7 U) - - PLUMBING PENETRATING INTERIOR BEARING FOOTING 4"o.c.on edges and 6"o.c.in d' 112 or 7116 Roof 4"o.c.an edges and 6"o.c. in the field with 8d commom, o I I I-1-1 CLEAN. TREATED, COMPACTED FILL Sheathln 110 MPH Tin shank or screw shank the field with 0.131"x 21/2" un nails � � W a" CMU STEMWALL W/ 11f4 VERTICAL Sema HCPLULR 4-8d common in truss and late 4-0.131"x 11/2"nails in truss and late O ' GRAD -r AT 48" OC. AND ALL CORNERS, w/ NOTE: ' u " tri/ 10-8d common 10-0.131"x 1112"nails m Semco TPP4/6 8- 10d common I� CO 12" HOOK AT SLAB AND 6" HOOK OPENINGS TO s 4 13-0.162 x 2112 nails in each member ' �• r '°" AT FOOTING. WIDTHOPENI USE (1) �� Semco RTPGA830 13- 16d common in each member t a _ • -------� BOTTOM TOP AND - �� ��-� Semco MTS276 24. 164 common 24-0.162"x 2112"nails V 1 p Il4 BENT INTO FOOTING AND THICKENED n HETAL 16 15-104 x 1112" 15- 16d coin 2 ply truss min.) v 1 0 co 20" x 10' LONG. OPENINGS 5' TO EDGE Sim $oco O Z FOOTING w/ 2�5'S CONT. 7' WIDTH USE _` Simpson HD8A 314: Thrd. Rod Epoxied (8"Amb, , 3-718"halts thru 3 z --- FOR TWO-STORY --- AND rBOTTOMTOP -��_ tF4 VERT.=TYPICAL. p Sim on MTS12 7" 104 Common in rafter and plates 7-0,148"x 12" nal s In rafter and plates w U 1 -$" USE 22"x10" FTG. TPP4/6 AT 32- o c 1 a5 CONT. 24-16d common 24.0.162"x 2112"nails 0 w/ 3 #5'5 CONT. -TYPICAL ICAL SSTRaPPING (LINO) (TYPICAL) Simpson MTT28B o NOTES- Simpson HTT22 32- 16d sinkers TYPICAL STEMWALL w/ BRICK VENEER ANCHOR BOLTS PLACEMENT OF SIMPSOf l PA51 EMB. STRAP SemCO S P3 24- 164 common 24.0.162"x 2112"nails rn MAY BE LOCATED AT EITHER SIDE OF KING STUDS, Simpson SPH4 12-10d x 1-112"NAILS A 0 a PLATE MUST BE O CONT, BETWEEN BOLT AND KING ---> 15/32" CDX MAY BE USED IN LIEU OF 7/16" OSB -- • 2x4 PT SILL w/ SEMCO TPP4 AT 32" OC. STUD 4" CONCRETE Sll9 w/ t 2" x 10" AB- AT 32" OC ANCHOR BOLTS FIBERMESH REINF_OR , " I O / MUST BE WITHN MAXIMUMTrtUSSUPLIFTOF PRE-ENGINEERED TRUSSES AT 24" OC. ~ w/ 2" x 2' x 1/8' WASHER 12" OF KING rPP4's Q 32 oc.TOP 8 BOTTOM= 820#'s ON TRUSSES SPACED O _ co ry STUDS . 24"m () co U_ 4" CONC. SLAB 2500psi w f Al FIBERMESH OR 6x6-10/10 WWM 1/2" x 10" •� •6 n ANCHOR BOLTS ROOF SHINGLES OVER .15# FELT F . AT 32" o c TPP4's(p)16"oc.TOP 8 BOTTOM= MAXIMUM TRUSS UPLIFT OF LL) • • (TYPICAL) " 6 MIL VAPOR 6CO BARRIER FILL 1640#'s ON TRUSSES SPACED - ---tP s 24"Fx. (1) d s's CONT. 7/11 6" OSB SHEATHING NAILED AS PER O to i I- •- ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1600#'s NAILING SCHEDULE ZE TYPICAL HEADER'. STRAPPING o - �I �� CLEAN. TREATED. COMPACTED FILL I SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. O ' SCALE: 3/8 1'-0 TYPICAL NON BEARING STEP FOOTING c C - 8" CMU STEMWALL w/ 1114 VERTICAL O WIURRICANE ANCHOR AT EACH TRUSS u AT 48" OC. AND ALL CORNERS. w/ W W• 12" HOOK AT SLAB AND e" HOOK ru. 1• tt ( SEE SCHEDULE ) AT FOOTING. REFER TO WALL SECTION FOR TYPICAL ANCHORS / 7/1fi"STRUCTURAL ROOF SHEATHING d 2' 2x- SYP DOUBLE TOP PLATE w/ 20" x 10" CONC. 1 y5 CONT. ( ') / Er FOOTING w/ 2y5's CONT, 2xa ourRIGGER@asroG. SEMCO TPP4/6 AT 32" OC. ° FOR TWO-STORY 4" CL-ONC. SLAB 2500psi w/ #5 CONT or USE 1/2" LU 1'-8' USE 3 115's CONT. FIBEFRMESH OR 6x6-10/10 WWM x 14' ANCHOR BOLTS HURRICANE CLIP H-25 OR EQUAL (U.O.N.) CORNICE DETAIL AS �- BLOCKING REQUIRED BETWEEN OUTRIGGERS U TYPICAL STEMWALL. -r• " Ta GRADE f "• SIMP50NA35 �48 � PER BUILDER'S SPECS W D , 2X4 BARGE RAFTER CONT. 2x- SPF #2 STUDS AT 16" OC- 0 - 2x4 BLOCKING SHEATHING JOINT @ (SEE STUD TABLE FOR SIZES a G ' 4'FROM GABLE END SHINGLE STRIP '- CLEAN, TFREATED. COMPACTED FILL ASND SPACING AT VARIOUS HEIGHTS) � ~ FASCIA 10 2x4 SCAB CONT.TOP TO GABLE END TRUSS 7/116" OSB SHEATHING NAILED AS NOTED C, ,a ,: FOP CHORD OF z BOTTOM DROP 31/2" ON SHEARWALL LAYOUT II a CLEAN COMPACTED FILL CHORD @ 8'FROM GABLE J 4" CONC- SLAB 2500p;i w/ ui 1115 CONT- I s3" I , � -=--� 2x- PT SILL w/ SEMCO TPP4/6i AT 32" 0 FIBERMESH OR 6x6- 10/ 10 WWM 3-124 NAILS TYPICAL AT CONT.2x4 SCAB FROM TOP TO TYPICAL FOUNWATION IN GARAGE BOTTOM CHORD @x-BRACING (u-O.N.) W X-BRACING rJ TYPICAL THICKENED EDGE FOOTING J (PROVIDE ADDITIONAL 2x4's @ f F VERTICAL IF HIGHER THAN 48", 1/2" x 10'; A B. AT, 32" OC- t - 2x4 SCAB IF VERT.WEB IS � TO FORM AN"L"SHAPE.) w/ 2 x 2 x 1/8" WASHER > 2 x 4 STUDS 0 16" o.c. NOT ! LL 2 x 4 STUDS 0 16" ox- No. 2 or Bt. SPF 54 C A Cy - L„ No. 2 or.Bt- SPF CLIP STUDS TOP AND BOTTOM PRESENT TOE NAIL TRUSS TO DOUBLE W x PLATE w/16d COM cl 8-0c. 8"" CMU STEMWALL w/ 1 #4 VERTICAL 0 - U W1 SEMCO TPP4 3Y o.c. CONT.2x4x8'#2 SYP LATERAL w w z x� E-u AAT 48' UC. AND ALL CORNERS, w/ a M w Eno 1a x a a � CLIP STUDS TOP AND BOTTOM • ❑ w/ SEMCO TPP4 631 32" o.c. I/2• x 7" WEDGE ANCHORS BRACE 48"oc. a 3z" o c @ BOTTOM CHORD OF GABLE •12" HOOK AT SLAB AND 6" HOOK • 4 ,• I w a :4 C 1/z' x �` WEDGE ANCHORS END TRUSS 4" CONCRETE Blas w/ 4 3z" o.c- 6x6. loxia WWM OR = 4 TOP PLATE 2O ' x 10" CONC. x aT :z -�, _ W W O r- a 2x4 BLOCKING @ 48"oc. AT FOOTING. �-� F 6x6, 1 Ox10T WWM R / ' FIBERMESH REINF. r U a FIBERMESH REINF. TRUSS. w/ GABLE AND FIRST c> W r4 H 6 NIL VAPOR BARRIER OVER M H W- TREATED 6c COMPACTED FILL a �•: , , , --I SIMPSON LSTA 24 @48"oc. FOOTING w/ 2 5 s CO a W P rn r- > I W^ ��T• (p.. a g Lq W a F.,.. C] 4 C7 rn E- t GPL W . ',,, .. ..• . >, . • 2x4 STUDS @ 16"ac. -> 2- STORY FOOTING E" x " w w a • ."' 8' 6 MIL VAPOR BARRIER.OVER + . f Z I •'r' TREATED do COMPACTED FILL (2) 4 5's CONT- 2x4X-BRACEQB-0 oc. : 2O' x 10 ' CONC. ALL MEMBERS SHALL BE SYP FOOTING w/ 3#5's CONT. LU s (2) ip 5's CANT. 8' 1 -•4" 8" NOTE: FOR 2-STORY CONDITION m NOTE: FOR 2-STORY CONDITION USE 1'-e" WIDTH w/ 3 I}5's CONT. r i USE 1'-8' WIDTH w/ 3 05's CONT. W TYPICAL EXTERIOR WALL SECTION V a � � TYPICAL GABLE END ( X-••BRACING } � S- 11 TYPICAL INTERIOR BEARING STEP FOOTING TYPICAL INTI:RIIOR SEARING FOOTING . SCALE: 3/8" 1'-0" Ij 5Z-._ V 1 ct UC c [A), Q U) z Lu LU U) r r MTS27B (2) TPP4 J r Mrrz8B w 13 J N N X x _.J 6x6 PT POST ON SIMPSON ABU66 POST BASE wl(2)SIMPSON H6 CLIPS AT BEAM ABOVE or USE STRAP HEADER TO CRIPPLES wl(2) STRAP HEADER TO CRIPPLES wl(2) PEIRMACAST DETAIL.(TYPICAL) N MTS27B SEMCO RTPGA836 STRAPS AT EACH SEMCO RTPGA836 STRAPS AT EACHLO MTS27B END. END. >C (2)13/"x 14"LVL's (2) 1 %"x 9 %"LVL's Q c7 m N U SIMPSON PA-51 EMB.STRAP SIMPSON PA-51 EMB.STRAP J I (2) TPP4 NAIL wl 21-16d COM.or NAIL wl 21.16d COM.or W LL USE PA-28 ON MONOLITHIC SLABS. USE PA-28 ON MONOLITHIC SLABS. (—. .. SECOND FLOOR SHEARWALLS I x I � z � I pr i WCC (2) TPP4 !— Q (V 00 I 4x4 PT POST ON SIMPSON ABU44 000 POST BASE wl(2)SIMPSON H6 CLIPS Z 4x4 PT POST ON SIMPSON ABU44 AT BEAM ABOVE or USE LO POST BASE wl(2)SIMPSON H6 CLIPS I PERMACAST DETAIL.(TYPICAL) Q PAT BEAM ABOVE or USE J N PERMACAST DETAIL.(TYPICAL) ` x x I � X \ N I r `,\ � I 15 � 5 I P�allb �N� 1-\1115 (2) TPP4 �QqG CJ O Lui MT527B (2) TPP4 o � u NOTE:ALL LOAD BEARING HEADERS SHALL BE A MINIMUM OF(2)2x6 No.2 or BT SYP(U.O.N.) c? SHEET: SHEARWALLS NAILED AT 6"oc.ON EDGES MTS27B AND 12"oc.IN INTERMEDIATE SUPPORTS (2) TPP4 WITH 8d COMMON NAILS. SHEARWALLS NAILED AT 3"oc.ON EDGES AND 12"oc.IN INTERMEDIATE SUPPORTS 77771 rzz111111 WITH 8d COMMON NAILS. I qJ-2- \r i ct 13 r! m