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INSULATE ROOF ... _......... . . ............. _...... ....__._... ....................._..._. ."........... ::::...._._...._...........,::::..............:::.._....... ..__.................. _.." ..____. ___._._....._........ W/ R-30 MIN. EXI5TING _ .____._....._....._ ::._ _..........__......._ _..._ __._...._._._ _...... ...___._..._._..... m_..... INSULATE WALLS HOUR .............._................ ........... ....... ......... .,....,.. .....::::......... W/ R-15 MIN. _-------- ..._ _...__.. _...__:'__........:-----__..............._.. :::._.._.....,.::::...._... _ __ _...__...._..... IX5 FRIEZE BOARD _. IX6 CORNER BOARD 11HAIRDILAP 11 SIDINS rl 11 EXPOSURE .....5 .s. .5...,..,. ," "", ,"„ _,.,J... _i,,,y.'....,�;...,._' ._.l..y..: '_.,...y..i...,......","..:""•,"i...y,_:... y""L""y,.:.,f..i...".:,• NORTH ELEVATION SCALE: V4° = 1'-O° El --------------------- ............... .............................. .............. ---------------------------- ............... ------ ..._._._.._. .____ EXISTING ...... ............................... HOUSE ........................................ INE5T ELEVATION SGS: V 11 _ 11-0" GP4VN,9Vl0 N0lJ-VS)0l CNV HS) N3NY NOO1d PUW 3"t0�{1c130 3NUX61 LH911 -i-T A'SO-WAY1 l Nl9�d0 N3H011�1 Woolf 1SZ11� '1�d01dJ I -M _ -n o = M o = ALINVA -LY LY-LS0WW3H.L ? p ? 70 3 ? 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MOQNlWN000 .-NY '9N11035N31N1 -LON �; + NOlIDY'aUNOO / NI NMO .ldllON '(3WY1NIb'W SI 1N ` OJ- NOlNcl .,H9rX7alHl >-W.. -MYHS NO.LV *&LN0 I ,(,v •• VYAH '?J3J.ZlQ 'N=IHGYM 'SNaAO 'QOOH J.NaA --+---------- 1N3Wd1(ro3 QNY S3ON'd11 I I I I I -, �-, ; �_• �`: i' ' 3Q1no?Jd 11bHs QNb' SQ'd01 Q31`dlfl'�7'd� 11'd 31 I 1 I Q3MMA N3HM SNOIl'd,:)O7 aAlGN3�d0- SWOLLOVULLN00 'iVOl VWU 2KL 61 11 'J-W INMLN I i -------------- I I I i I I .C ;I, �� I I ; ,r � j i i !i ' p k' i� v, I S E i If ) I 3 h # i,� � �' ��,, z I � �f E�- it II; I I� � �`�� I � i ^ ' i I �; i � � �, �, ,, fa, 3 R j{}[ td ti _ ON ., Z ,o C.4d, t X z At w a IV 310NI�N3S SSS Z a s vi .. O _ Z Z a 01, 0 '� h Q go W w O I r i II i I i III i �g, k L I I I tE I I I I N x O O O rn D m D U) � � _ � (co:) N � O � z0 Ut O D Z D C7 D r m m D X N w � rn m oo) D � O � -i Ti 0x K- , z II ; = m0D - D m o � v Z � � � Z N ,,W . O � r c: Q O r C: r c: 1DT1 2 (n O 0 F -p -n � o -nz m ozZ � o --A c: = � v m � z c� _ c- p M = D � O O Z � 0 = � D M NO� = r � 00 p0 O � 0 — o I -I O ;a n -0a Zp � Z - wo- o = D r r m � mrn r- * IiD N _ Em - 1\ -V — I? O X m � � M c- > z O Z O DO0) x r :_A z = � � or m -I O � --I x ao 6 V) o 7 m � m � . � 0 0 � Z - = D N � m Zx 0 O m -DN � Dri 2 1 RD zDD o � Z G) O \ l � � � m �+ ' O T O V � � r cop 1 � m 177-u r- 0 0 � � w N O O O 1 xA RI GE - 1 � II I ' I O .p O a c, 0 0 � � G1 --q m m� = D M D- rn N � -1p Z zP A D - _ ® U p i-N �' CO O � --I � wZz cna � m Z- c Z00 Nps 300 n oz o O Tl -u ;u OcoD OT\ m C � � O (7� rr- � � CnK (7 =� 0 _ cn 0 6 -0 0 _mo D = O � I c- --------- > -------- Zm Oz O �� O V) Di N (1).zQ z �-a m > Z O w mD o ►� > - � m O O -1 O � D D � N � r*1 I- x D D � z O D � Z O m D Z � © � m D Z �. N -0 r D N -� r N D I ® x x CO z r rN �'_r0 x x C) m Z r � rN N .� n mm U) a- O (n OL ap O -1 t- in � m t1l v © OC �r 0 � = O l O (7 O N 00 C L4 C C7 -O -u N m rt1 N Z Z 0 C7 T r � � w � 0 -P o o I+ 'T1 s -n o � oDy c' M oo � _� m _� Z O � � = m II DCN �O r -U 0 u) z -PIo D � � ��z rn o � I rn orn � i r � � C o00 U) N � N O Q r*1 ^^ (n D Z tD U1 ^� �� Z cs -IDm imcn rna T�T m0 co NO = r Ori Ox DON cpm rg z �F � z � cS� r�*i � D W � D W Dm 'fir DDZ mm OO ovzi vv u' a �� D-i A ZONA Zzt� r � D D r0 c ` N M D N r DD c� rlm �Vf It =� rn� � ODS X rn rr X m 0 � r0 0> Z ov o to >c � rn Z rrWtuz zo:" M Z z o 0 0 D p�O m m o a = m p v f 7 I'T'I O ril p P ^'Oz Om N �Z �� m - P > M I ern - S 7 mz z fWTIO o m0. D "�'-' N cuDi � o I � nm ` L m -1^ 0 = = O m Vii-. O = = r o� m DR• Acno � 2 -+ v Z O TI N N O 0m Ao z z v� rn � � I I I �"' -0 Z7 0 . CwC n OCtniC N D O r � N -i T\ � N -1 TO\ �Zo ME v Zo + + + oZ 0 I I8 Z o DD x rQ, Z DD x r@X Z o vo ; �' �o N N N z� D o I I I I I m R'1 m Z -u P O -o p O z�N rn� z m Dz o N - �� o nz 1 I I I I � Z to 0 rD Or G7 zm r flmD G7 vvn Nv o Nz Z �, V I I I 10 -1 ni -� � fMnZ O � cn D m -4 ;� li I I v 11 1 I I Iv Z m m z � = m -0 ; = m C)2 m 33 F P. 0 c +,� I I I ! 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I b rn N n \ o � 2 1 RD , � y > oD nz cV) o \ I � � © m L� , - O 0 r c/, 0 kT- j — _ - - - - - 1 _ - - - — m -0 X , 0 O W oQ � o tj I ; x1110 RI GE I) Jli -P O a o , 0 _ � m rn > 2 D m N x r- ;a O N r, N V) D p Z- z n C m ® � O Dm © 0 � U) � Na C m _u DZ N -� � r O NLA ps x.00 n ozo C) � mp 0OrD- 0m = cn �c � x c)� r X tom () _ 00 rn D = 00 � �cDl� � Z m Om Z O ,� O --------- > 2 (z/) a Z --1 (n mD = 0 mD o N D � m � 0 p mKill O r D _urri -0m I- D'X N D - x 00 D 03 z O p D Z O tn� -v p © c 4N, N r= D � m r x D � � x Op z I— na �O ? r P � Q N P D O O O Zoo% r r O O T. -� 2 2 (n O (� O N 00 CO (A C 00 f?1 -O -a N m r*i N Z Z _0 nX r- @ ;u 2 CA ^ X 0 ooct - O p Z -" V < =O - 'n -n o � omy P R1 00 � m _n a m � D m _ n � ;u II � C N =U)0 _D 4 -�� v) z V) Z .p r I V) 1�T7 o D I T 0 > I -v I— Ln � o Q 0� m^^ rn (A m v r- N a) U' (A N)U, � � � z � � Dm D N0 N0 _ r- or 0 ; 04 (ATT rn m rnrn m m O !- z r*�m 00 DOm 0, 4 r� � zzxcAm � D 00 D W W D D > > z -ri .ZN Zm " A o � o � gDo � r r ov,4l vv N =moo A� n z6NZ � z � � rn � � N rn DD N m �_ p '< o� �z co-n� o D-+ u o m rn r� 0 O RA z 1 , 1 O �' 1 , 1 O —1 N mOz omWo N �Z m N � Dm I mem O Z m0 Imz O-o"O O C O Z D t-IT L7 D m r r O mo_ m a � No � I c, � m Z rn �i --�N O = 2 p m -iN OZ = O of �' �'-29 -40 O CWC _9 O CWC C7 LA �o z z oo �, � j I I 1 � D O 0 ° y 1-11� N r X 7 rDD � N azo vo rno N N N z� ao ( I I 11m m m � x pQ � G7 Dx O ® � D Z D Z z OmD zm �- � 0mD O Z$ai m� z m Dz o N m M o � z i I I ( 1v Z L O D � TSD D D (n TSD o� Zvi c v,- v, c� N o z m I 1 I I I I o Jnr -j -� m C7 z zocDn co a rr > r a oo I ( I I 1 i ^.3 (n Z m -D :i72m m � = m c, � "'o s' ;OF cNn oNo v m I I 1 1 I I I 1 C7 0 �m z y� C °rr- umim io I I I I I I I 1 N r_ N r Az " m c z 1 1 1 1 1 1 1 �,o,o o z r. o 1 n r0 m nvii i o0 wN N N N �-r^ cvm Oto o N . a rn I I i I 1 I I I Y D tnrnD Z k o -im rn cNo A 'N I ((�n .r .. S _ to Do l0 N v z W ='-, !A O N CD ir, O W 2 rn m p p = !13 N N O rn mAnp �n r (n n 2R; °6 O N_i O A O ,Dc>>p r q90-1-INN 4 D m m Z > .�u .;,. >n > N y N sn C oFo& rn w o �� =A 8 o N � �-� m D ° r < m ` > o aoD _ CONSTRUCTION, IAC %�.><f _azmp r # n_ � o .�mrm Dim D 0 p �- i s O S(n � >n Fn A 0 � m SONSHINE r., Z .� � O n Z co Z l� 9 {� �' m 'Z -i m!n O Vi D O g �I -i!L^go b�S f Z — O .+ .-. rrnn Z O r -I N Z =om91 m aA z _ z�v'gT m ITI C/1 GQ : rn rn Z D pD 0 m c� n r' -ri tp n o 3 m�og g pmAgg ("" D v Csa N °' r<o-41 r>- rn � X 888 SEMINOLE ADDITION �� y79 ;o�� o F � � � c "O C1 w m n c, -� D <M -i O D C �1� �,a cv oo d + � C% o � _ z n d N rui CL -� 2 >i _ GO l�� a. 0: vi I OCIV 310NI�N3S 888 z (L - w�u► 0 0 ul a O� OM 1 � r 1 44 V1 � � � = O O Nw 2 I 1 i i NIH I III I tt i (k II f j k - � p7 t o k� r rn O rn p ! 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Qm (mll li0 � rrmg (A = � OZ ;] r D O 00 Fn 0; = 0= 00 x Z�� D C) r- m 0Z � O : w Rim m f� D z r0 O-O /C�+ — _ G7 C7 ;u 0 C Z z r Q Nm D r( _0 � gDZ < C7 Z � C � _ D 0 \ �O DD C) mzm > r N = n u D - m OOm 0 m =O o,a 02 MO � "�w r r m X D O r,l W Z Z m p 1� r m fJ -a O cn m N B r D D s (n z D o=o w Q) =i C D Cn m -t () m N �i m y F D _ \ (n ;U C > O Q �0 r N z N m In 'A 0) m m N c0i m \ D � � O -< '(7 C) Z Z C7 ,ZDj o z N v Z v, N r o D �': m ��+ �.� p C D \D C Z � =0Z � -< z v s r`3* o my ZN� _ �) m o � z O Nw o DD 0 vo,0 � {7 m_ (n en Z Z W rn m w my=0 Z :[7 Z7 O r � Z7 D ;u Z o m s -( m o cDi m G C r 1 OQ D Z n i D r< s s n s c_n -rl Z � v •-am = A -0 Dmm m _'1 m = " C � n a� QN 0 z (no �No Z m � Dmo m r D N m D NmrZZ ;u P O m� xi �- O � mm0 -t ^ G) " *z D G� > O D "� D v s w D v (n D Zm r o r m O � O\Z r 0) of o m m U) Z 0 - X D c u HCl z to m z v =--i o m cl (n _ � W > 0Zn � czi X - O ® I S Tt D Z -i � z N m -< cn m m m > Z c n rnm CUmz m c r o n 0 8 m m rr rn Z m rn r z vm -rn(a)M v j I (n c: L f1 Z Dm N�Orn D C D m�tn � U� D Z ZN sjW �L r -r1S O (_ z D am pmD O DO o ^m Z _ y POOZ z0 nr m {J, to x mDO r� Z m _� D m -� Ft m � Z z LO m O� v v -0Z f nD f � n •w O Z r m c- D m V_1 77 ° OO N N (rl N W rri UILJ O'n v Om +� O r N r DOZ C '' O O SD6ArT5E5� m D D x� �� > N O C p (� =C O tn n n 70 =1 M-+gym>-on r 1_ ' N 0 O _ (n C) nnppr 0 Ln { zzr my O O tai, D� '-ni�azWO O .�7 � O ? � �. 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ZOt z oo a r c -C %0 2 0 Rl R1 Q C m y cn Dm ^ 'IOv �o g0 M m � `� 04 �U11 p 4�� v0r'�m�ZIrA Z r O 0 I mem -� �rnm"'o DO �ZP0 1 � ,- V�1DM� ,D� W%-° mD oc�'°m rr OW �O� 0 �D C1�-ti �ZDD 0 D � j qq� 20(�� Or RIv Zy2 I�1 Z rt rq '0 2 m C 0 '� D (A ISN° OA t °*'�T � D Ow -n 00 _ 0r Mk 70m� r0y r -( N(4 --ADZ D O� N OD D 2 m ZD V1ti 0 r-i O pp '4 '10 1 X10 T � � 44 W Orr i 199 � x I � I If ( E 1 f I { I, I 4 i N a. q � � � }� N Ind 310NIGN3S 888 Z C fC V Z CL Li.. pp 2 �' w K Q 4 Q W V r1 � LL l lli II 'I I FICA TIONS: QUICK TIE CONNECTORS, UPUFT, AND FASTENERS - WW LOADW - ASCE 7/02 FOR WIND UPLIFT, UPLIFT TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONNECTOR SYP SPF SIMPSON ALT. FASTENERS CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING HA4 660 528 H3 9-10dx1'/2" I I POINTS OF ROOF TRUSSES SHALL BE REDUCED IN TRUSS UPLIFT TRUSS UPLIFT PLATE TRUSS UPLIFT 1 ACCORDANCE w/ FBC SECTION 1605.3.1.1. MTS12 945 870 MTS12 14-1041x1'/2" CONNECTOR PER CONNECTOR PER TO STUD CONNECTOR PER SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED PLAN & SCHEDULE. PLAN & SCHEDULE. CONN. PLAN & SCHEDULE. WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 HTS16 1255 1255 HTS16 22-10dx1'/z" k -4--- - - I FULL HEIGHT FULL HEIGHT WHEN COMBINED w/ DEAD LOAD. FASTEN SHEATHING TO LOWER / J----_,--_.- MS36 1835 1468 MSTA36 26-1041x1'/2" THREADED ROD QUICK TIE TOP PLATE PER EDGE NAILING // I -I III DEFLEMM CIiIIMA; REQUIREMENTS. ADD 8d O 6" I I ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 LS18 1005 804 LSTA18 14-1041x1'/2" NOTE 3 O.C. TO UPPER TOP PLATE FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 WHEN FULL HEIGHT ANCHORS CS16 1830 1464 CS16 28-10dxt'/2" STEEL COUPLER ARE > 6'-0" O.C. B (OPTIONAL, LOCATE Al TOP PJ,gIE AS NEEDED) FLOOR TO FLOOR CIFICATIONS: MS24 1270 1016 MSTA24 18-10dx1'/2" STRAPPING SC35 295 236 A35 t2-1041x1'/z" SW-1. SW-2. SW-3 NGTH OF 2500 PSI AT 28 DAYS THREADED ROD SC35F 500 400 A35F 12-10dx1'/2" / UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A FLOOR FLOOR FLOOR RAISE WALL SHEATHING \� USING TYPE M OR S MORTAR (ASTM C 270). IN LS12 715 572 LSTAt2 10-8dxCOM. O_ FULL HT O- Ulil FRAMING FRAMING FRAMING '/2" FROM BOTTOM OF SW-1: (1) %" OR (2) 1/2"0 ROD SW-1; ( ON WITH TYPE M OR S MORTAR PROVIDES A DESIGN SOLE PLATE. \\ 11 QGT 2217 1773 18-10dx1'/2" FULL HEIGHT SW-2: (2) 1/e"0 ROD SW-3: THREADED ROD FOUNDATION, FOUNDATION, PLATE FOUNDATION, I SW-3: (1) '/z"cb ROD Q 6 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE PER PLAN. PER PLAN. TO STUD PER PLAN. 1 FMB DM NT Em THREADED PECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 QGT2 4050 3240 30-16d CONN, " SEE 7/S2,0 30-1641 \ 2 MIN. / SW-3: 1 QHD2 4050 3240 / 5/,'0 A304 ROD / THREADED ROD QUICK TIE CONVENTIONAL USP/SIMPSON CONNECTORS. UPLIFT, AND FASTENERS FULL HEIGHT ANCH R FULL HEIGHT ANCHOR STRAPPING UPLIFT AT SOLE PLATE TH ASTM A 307 OR ASTM F 1554 GRADE 36. CONNECTOR SYP SPF FASTENERS CODE D 7x19 w/ A MIN. BREAKING STRENGTH of 7,000Ibs. & A35 450 450 12-8dx1'/2" FL474.4 t ALTERNATE ANCHORING SYSTEMS 2 SHEATHING NAILING DETAIL 3 TYPICAL SHI H2.5A 600 520 5-8d EA. END FL503.5 S2 0011 ANCHORING SYSTEM SELECTION PER 1/S1.1 S2.0 S2.0 PROVIDE SOLID BLOCk B). HS 620 .530 5-1041x1.5° EA. END FL1423.7 4-1641 EA. SIDE. OF FASTEN ALL TOP PLATES TOGETHER HEX. TYPICAL STUD NAILING:0.131x3" END NAILS: TYPICAL HEADER NAILING:0.131X3" TOE NAILS PLATE BREAK w/ (2) ROWS OF .131x3 0 12" O.C. MTS12 1000 860 7-10dx1 V," EA. END FL474.325 (2) 0 2x4, (3) O 2x6, (4) ® 2x8. 2X6, 2x8 = (4) NAILS STAGGARD. UCTS (DUAL CARTRIDGE INSTALLATION ONLY): 9" LVL, 11" LVL, 2x10, 2x12 = (6) NAILS HTS20 1450 1245 24-10dx1'/2" EA. END FL538.9 6"MAX. 6"MAX. SYP#2 DBL. 14" LVL, 14" LVL = (8) NAILS SYP#2 HEADER, 4'-0" IN. ai TOP PLATE PER PLANS MSTA24 1765 1270 9-10d EA. END FL1901.57 FASTEN ROOF TRUSS w/ UPLIFT CONN. LONG ENOUGH MSTA36 2050 1870 13-10d EA. END FL1901.59 TO ENGAGE STUDS. SED TO EXTERIOR SHALL BE GALVANIZED. 9-10d EA. END INSTALL ADDITIONAL SPECIFICATIONS: MSTAM24 1465 1270 FL1901.61 WALL SHEATHING SPECIFICATION 5-'/i"x2-'/4 TITENS FULL HT ANCHORS. 7A.", 24/16, APA RATED OSB OR MIN. / PLYWOOD SHEATHING, NAILED w/ 8d MSTC66 5660 5660 38-16d EA. END FL1901.67 COMMON WIRE AT 6" O.C. EDGE AND 6" 2500 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED --- --- ------- ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE 22-10d TO TRUSS O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL MGT 3965 3330 FL1423.15 JOINTS. AT WALLS WITH STUCCO FINISH, TED ON DRAWINGS, MINIMUM CONCRETE COVER FOR 1-'/2"0 R00 TO FTG. DROPPED HEAD PANELS SHALL BE ORIENTED LONG ENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS FASTEN (2) MSTA36 AT IF HIGH SIDE OF WALL DIRECTION PERPENDICULAR TO WALL STUDS. OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR 14-SDS'/4x3" TO TRUSS/BEAM INSIDE FACE OF SHEARWALL IS A SHEARWALL, INSTALL ROUGH DROPPED HEAD MINIMUM FASTENER E.E. F 40 BAR DIAMETERS INTO EACH ELEMENT. PHD5 4685 4380 FL503.26 OPENING OR SILL PLATES 1-e/®"� R00 TO FTG. OR BEND AROUND ENDS AT DBL. 2x BLOCKING IN NON-SHEARWALL. FIRST (2) STUDS SPACES r. 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS rc = 2500 PSI. (COMPRESSIVE STRENGTHS) U.O.N. 18-16d TO TRUSS/BEAM 4 6'-4• (2)2x4 SPF #2 (1)A34 + (2)12d TOE NAILS LL HEIGH ANCHOR, G HTT76 3480 3080 FL503.20 D OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE 1-3/e"o ROD TO FTG. I I I I 4 8'-4" (3)2x4 SYP y2 (1)A34 + (6)12d TOE NAILS SYSTEM, SEE SCHEDULE BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. 32-1641 TO TRUSS/BEAM 1412--0-1 (3)2x6 SYP #2 (2)A35 + (.6)12d TOE NAILS ON 1/S1.1 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN HTT22 5250 4670 1--116d ROD TO FTG. FL503.21 JACK AND KING STUDS, I I I I I ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL PER HEADER SCHEDULE 4 O 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, 20-SDSV x3" TO TRUSS/BEAM I I ROUGH OPENING PER PLAN TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: G AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS HDQ8 8325 7210 FL1463.25 INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR 1-'/e"0 ROD TO FTG. SOLE PLATE ANCHORING, /_(3) ® 2x4, (4) O 2x6, (5) ® 2x8. T 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND PT. SYP#2 NLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE 6-1041 TO HEADER PER SCHEDULE ON 1/S1.1. )I SILL PLATES LUS28 930 780 FL474.284 SOLE PLATE IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD 4-1041 TO JOIST 14-1641 TO HEADER 11 ACT WITH MASONRY, CONCRETE OR SOIL SHALL BE HU410 905 785 6-16d TO JOIST FL5808.84 FOUNDATION, SEE PLAN 71 E WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT TE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF ABU44 2200 %"0 ROD w/ 12-16d FL474.21 EQUALLY SPACED SOLE PLATE ANCHORS BETWEEN WINDOWS '/2"0 THREADED ROD ANCHOR BOLT w/ T IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED < 4'-4" - (1) ANCHOR OR < 8*-4" - (2) ANCHORS OR <12'-4" (3) ANCHORS 1'/2" PLATE WASHER 9B FULL HL ANCHOR 8" '/z FROM SOLE ASTENERS SHALL BE STAINLESS STEEL. ABU66 2300 %-0 ROD w/ 12-16d FLt725.1 MAX. MIN. PLATE BREAK 4 TYPICAL WALL FRAMING REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, PA51 1690 9-16d (EMBED ANCHOR) FL474.335 ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO52.0 1. REFER TO S1.1 FOR MINIMUM EXTERIOR BEARING WALL SCHEDULE. ER THAN THREADED ROD SIZE. (U.O.N.) ROOF OR FLOOR BEARING ELEVATION, U.O.N.. ON PLAN. 2. USE SPF#2 OR BETTER FOR ALL WALLS. SET SIMPSON EPDXY-TIE FL402.3 10-16d TO STUD/BEAM/POST WOOD FLITCH BEAM: H1OF OR H12F. '/_" CDX PLYWOOD FLITCH. FASTEN w/ CONSTRUCTION ADHESIVE AND NAILED. OD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS O LTT208 1750 1675 FL474.264 t-'/2"0 ROD TO FTG. 3 PLY 4 PLY PARALLAM DS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" 2 PLY. LSTA12 805 695 10-1041 FL1901.30 BEAM. BEAM. BEAM. (3) ROWS 5/e"0 PSL BEAM, (1 '/4" Q.T HEX HEAD THRU PER PLAN. 0� CS16 1705 13-8d FL1901.30 04 BOLTS w/ HEX (1) 1'/2" ROD p O OD SHEATHING, NAILED w/ 8d COMMON WIRE AT 6" O.C. •••hhh NUTS & WASHERS ING AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, AT 24" O.C. PERPENDICULAR TO WALL STUDS. WOOD MEMBER FASTENING SCHEDULE UON ON PLAN. (2) 1/4" 0.T LUE AND NAIL WITH 10d COMMON O 6" O.C. EDGE & FIELD CONNECTION 2 % ROWS 16d (3) ROWS 16d (2) ROWS "0 HEX OR �/ MEMBERS TYPE FASTENOR COMMON WIRE COMMON WIRE HEAD THRU BOLTS (2) 1%w ROD TOP OR SOLE PLATE TO STUD FACE NAIL 2-1641 AT 12" O.C. AT 12" O.C. w/ HEX NUTS & EA. SIDE. EA. SIDE. WASHERS O 24" O.C. STUD TO SOLE PLATE TOE NAIL 3-1641 - S FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT 3�" WIDE MULTI-PLY (2) 3/e" Q,T ES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-1641 1-3 WID MULTI-PLY LVL PARALLAM BEAM OR NVENTIONAL FRAMING SHALL BE SYP#2. CONT. HEADER, TWO PIECES FACE NAIL IWO 16" O.C. O EDGE (2) a/s" ROD JOIST/TRUSS TO PLATE TOE NAIL 2-16d 1'/z" 1 V2" 1�/2" C. SHEATHED WITH 3/e" CDX PLYWOOD INSTALLED WITH THE (3) ROW OF 10d R SURFACES OF THE WALL. FASTENING SHALL BE WITH 8d CONT. HEADER TO STUD TOE NAIL 3-1641 ALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" DEEP GLUED NAILS T G O.C. CEILING JOIST TO ROOF RAFTER FACE NAIL 8-0.131x3" • _ STAGGERED • . (2) s/e" Q.T DOUBLE TOP PLATE FACE NAIL (2) ROWS OF 0.131x3" (1) ROW OF 1041 • • • 012 O.C. STAGGERED N N N (2) a/j" ROD HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION NAILS O 6" O.C. e' MiN. • z • FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY FRAMING NAILS (SIZES) HARDWARE STAGGERED ROW OF 10d z FOR ANY OF THEM TO CONSTRUCT THE WORK IN NAIL SIZES (1) NAILS 0 4" O.C.NAIL � ,o REF. NAIL SIZE REF.NAIL NAIL SIZE REFER TO HARDWARE STAGGERED THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL CHART THIS SHEETAS PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL 8d. 0.131 x 2-1/2" 12d. 0.148 x 3-1/4" FOR NAIL SIZES RENOTES CORNERS, TEES, JACKS, AND KING STUDS CAN BE USED C UPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 10d. 0.148 x 3" 16d. 0.162 x 3-1/2" REQUIRED STUDS WHEN LOCATED ADJACENT TO FULL HT. ANCHOR. AMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS �� TRICAL SYSTEM. 2&4 �^v ZXS 2. SHADED STUDS ONLY REQ'D WHEN USING QUICK TIE SYSTEM. TYP 1. . CONNECTION AT STUD COLUMNS, JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. 3, INDICATE ALTERNATE LOCATIONS. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS ING SPECIFICATIONS: 5 BUILT-UP MEMBER FASTENING r6--N SHEARWALL END STUDS CONFIGURATIONS ED "AIRCRAFT" WIRE ROPE WITH THREADED STUD SWEDGES JACKSONVILLE FLORIDA. QUICK TIES SHALL BE ORIENTED S2.0 S`.O UPPERMOST PLATE. QUICK TIES ARE TO BE INSTALLED AS DULE AT BOTTOM OF FRAMING PLAN. E CAPACITIES OF 2850# AND 6540#, RECEPTIVELY. QT WIRE D CTIONAL STRETCH AND RELAXATION INHERENT TO ALL RCES REQUIRED AT INSTALLATION SHALL BE AS RECOMMENDED WHERE ANCHOR IS NSION EQUAL TO THE ABOVE NOTED ALLOWABLE CAPACITIES. SPECIFIED ON PLAN PLAN I X I FULL HT ANCHOR TERMINATES � ORAGE SHALL BE INSTALLED BY A FACTORY TRAINED AND CONVENTIONALLY STRAP AT UPPERMOST TOP PLATE ADC. TO GIRDER/BEAM ING TO THE DIMENSION INDICATED ON TAG ON EACH QUICK TIE WHERE MAX. ANCHOR w/ NUT AND WASHER. LOCATE ANCHOR WITHIN NS INCLUDED IN EVERY BOX OF QUICK TIES. SPACING IS EXCEEDED 6" OF POST. SOLE PLATE FULL HT. DOUBLE FULL HT. it ANCHOR TOP PLATE. ANCHOR I I I I�I ( WALL STUD OR ORING SPECIFICATIONS: I I I POST PER I I I I I 'PLAN I WALL STUD POST 3" MAX. I I I I I I g OR POST. Q� IF USING 1/2"10 A307 THREADED RODS, ORIENTED VERTICALLY AND QUICK TIE. TE. COUPLERS MAY BE USED IN CASES WHERE ONE I I I I I I (SOLID BLOCKING' ED AS INDICATED ON PLAN AND THE ON CENTER SPACING PER I I ► I I I ,WITHIN FLOOR I . ,. ., ELEVATION PLATE, PROVIDE A 3"x3"x1/4" OR 3"x3"x'/e" PLATE WITH 1'/2"0 I I I I I i I(TYP) I A. Q ADS TO EXTEND ABOVE TIGHTENED NUT. (TYPICAL) I I i I I I I I s A T. E '/4" LARGER THEN THE DIAMETER OF THE THREADED ROD I ' I C z FULL HR FLOOR TRUSS OR JOIST ERED WITHIN HOLE. RODS MAY BE SLANTED FROM TRUE J_I- ANCHOR CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE FULL HT. I ( I I ER TO A SNUG-TIGHT CONDITION PLUS ONE-HALF TURN OF A ANCHOR I I I I " ' i I AT SILL PLATE AT TOP PLATE DUE TO SHRIINKAGE AND CODON OF AT OPENINGS > 4'-2 , i ALL TRADES ARE AND TERMINATES I I I I I POST TO I AT FLOOR HEADER, ATTACH TOP PLATE TO I I (MATCH I AFTER TO INSURE THAT THE ROD NUTS MAINTAIN THIS TIGHTENING I I YPICA I ' t_HEADER WITH 5-10 I I I (POST ABOVE I OR OCCUPANCY. I I I I BENT OVER w/ 5-tod � I I I I FULL HEIGHT ANCHOR INSTALLATION CHART I I I I INTO TOP PLATE AND ED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURE FROM I I I I 5-1041 INTO HEADER. I I I I I FULL HT. A B © OD E F I I I I I I I I i ANCHOR TOP PLATE SILL PLATE CONCRETE WASHER EMBEDMENT EDGE MING AND 3" FOR 2x6 FRAMING. PROVIDE 6" OF EMBEDMENT ( I I I I ' ' I I HOLE HOLE HOLE SPEC. DEPTH DISTANCE ALL, CMU, AND ICF INSTALLATIONS. I I I II I I QT '/s"0 5/e"0 9&"m 3x3x'/i" 4" 4" 2" 3" QT3 1"0 �/e 0 /e"W 3x5'/zx�/z" 63/4" 63/4" 2„ 3„ SEE TABLE AT RIGHT SOLE PLATE ANCHORS FOUNDATION NOT SHOWN FOR EPDXY ENBEDMENT 6"MAX. FROM PER SCHEDULE ON PLAN. '/2" ROD 3/4"0 3/4"0 3/a"0 3x3'/2 x1/2" 6" 12" 2" 3" AND EDGE DISTANCE. KING STUD %" ROD 1"o '/e"0 '/e"0 3x3'/2 x'/2" 6" 12" 2" 3" MONO STEM MONO STEM IF SW-1 IS PROVIDE FULL P SHIEATH NG ABOVE WINDOWS, AND 7FIED EACH SIDE OF OPENING, FULL HEIGHT ANCHORING SYSTEM NAIL WITH 8d 0 3" O.C. EDGE AND FIELD. S2 0 IF CONVENTIONALLY STRAP, SEE DETAIL I/S1.1