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GRADE — 10" ON 12" TRIP"� ZD I v? �.Lj A V N � o H ELL A `� Io1� F o •o mo r- ,E P � r -r TILE v cn U I BARBELL TILE r- 12 . ry r — . , � : is .. ; ,— ti ✓ w . — , -- _ — .. _ "`� � — 1 -4' PLATE I � 2P' 22'-4" PLATE 5 le'-A" PLATE - I IITII I I 1 (b" STUCCO TRIM 7s I FAKE SHUTTERS 4" ON 12" ---�� — F!N. FLR. I STurCO BAND — 10' PLATE FIN. FLR. STONE 51l L BRAC!CETS "u Lu IQ� PLATE � � r STUCCO p c 7 P T � 5 ucco - �� DRAWNBY: 0 SUMMER RTL KITCHEN FIN FLR DESIGNED BY: � BJC (A/C UNITS AND POOL EQUIPMENT AREA) Wool) DECK (BACK DECK) APPROX, GRADE 1/4" _ -0 F.IN. FLR. N GROUND LEVEL APPROX, GRAD_ E DIFFERENCE DATE• JAN. 22 2,x02 ELECTRIC ro' 9TUGG0 TRIM JOB NO. METER 011&5 U A T I HEFT N0. TH E L E r U 1 f �. : APP) r; r ,r r� �.. ► A oV-4Nv] IV tnmi- w2w a u-QIPg �ow� Do ' taor foof o w o 1Q� r lu U Wa raw n746 a I i I III I� w I� iH -M IL Lj A W e T E L E A TIoN a � o j "#NOTE•# U [� FOR Di—IEEN51ON5, F N15NE5 AND ADDMONAL j NOTES, REFER TO 5NEET 4-2. W Ql � Qcn u Z C-.4 CV 1 O , I I I �► O W— lu �I DRAWN BY: RTL i DESIGNED BY: CJG SCALE: DATE: JAN. 22 200 JOB No. E A5 E L E A , T f ON SHEET NO. ,44 of I I z M }� LUo 0 mwo"j8 r g°�- tCO p r r gO u u-� -J3wo pq 09 �w 4 v LLILE- El � q)� w= i U 1 w v/ � ll..t I w w � ___ MD r lz Z a' F .. • Ley I <14 L --------------------------.__-W_.._ _----- f I F t) o 4 �C lu AN � m 1 (5: 12 ROOF PITCH) DRAWN BY: RTL DESIGNED BY: BJC scALE: DATE: JAN. 22, 2002 ,,j JOB NO. SHEET NO. A5 of 7 (. . �, . � aim,,: •;� .. , ' ' :y r 1 93'-g 22'-6' 34'-10" _31'-0' _ _. _ 5 '4 - !2'-0' ro'-0' 4'-8' 4'-5' 19'-1' 12' 12' `�'-4' i I I i I I A •� N � � U� a0 i� / r -- - — — — —— I i i o 0 I""1CjNOLITHIC SLI B I ( T I U~ � pm-1 N4W SLAB A, NEui NEw SLAB A- "'.AIN J ' W/ 12'x12' r-TGt I I FLOOR LEVEL 0' j Wy Map .9 1 ER -EVE- - 8' i 0 5-� �q I. I N V w0 O i 1 I I 91 Wm22 = - -- ow w�W � 3 1 iW �pUOuoli w u W� Ltu i � ILI� w AREA TO BE RAISE,C TC I L WAIN FLOOR LEVEL T' I 0 • � � �, 6 rl I w tu�, tflQ 5' ' 12' {2' 3'-h' 8'-4' 12' 12' 5 -10" 34'-6' �4 22'-ro' 4'-5" -3 _ H tuQ AREA 70 BE RAISED TO F- Ex1S"ING HOUSE SLAB Q ` Q EXIST NG GARAGE SLAB 3, NEW O ER LEVEL - 8' �I ry 'tet 39 I 07 0) r 4 (AGtUAL ELEVATION TO BE DETERMINED) Z a o m Q) cn U C" CID E r+� NEW SLAB Q r 1 - r M N (F) r I C-13 � cri Q� MONOLITHIC SLAB `91 W/ 8'x8' FTG, _ ______ _ __ __ ___ _._.._ I lud) I U L 14 -6 c�1 DRAWN BY: RTL DESIGNED BY: SCALE. F U N A T f ON L AN 1/4. r11_0 11 DATE: r/ NOTErr rrNOT rr JAN. 22 2002 �. Dlr'IEN51ON5 ARE BA5ED ON EX15TING DRA.UIN65 AND SEE STRUGTI'URAL DRA"UING5 dC1H NO. FIELD DI1IEN510N5. ARE PROVIDED BY BENGN4MARK FOR FOUNDATION DETAILS >ai1�5 HEET NO. A6 of -1 I, a J { I { t I , ; I O A { I � i V4 N V3 0 aD 1, i2 �— NA,L AL, RCOr © 6" C C I { Z,c NZRETE 'TILE ROOrF ON 5 - ON SUPPORTS w/ 8c (COUMON 4 # R,DOF NG =ELT OVER / OR R'NG SANK NAILS) �z w t -I_��WCDD SHEATHING ON r R `_ TRUSSES (9 24" O C. ��" � v �Fw�~ GilR:,OF RAF7ERS c0 24" C C. I i � V=-Ai H' I~:R ANS L I �� u~ u I C _ c� R-3C INSULATION W/ ,nosr (" EAE.NJ Cr" TRUSS) --� _� 2" P051TIVE AIRSPACE CJ � Or wa�� (CR ' 9 EA. RAFTER) I # �JNDER SHEATH NG i L-w META_ �R!P OVER I RA SED "xE" S4S CEDAR ON u� 1%5" S4S CEDAR FASCIA \ { :;VER 2"xfi" SUB--FASCiA `- (2) c"X6" #2 -a❑ =SATE S'�" OF SEVCC TF=6 © 3L CC w` IwID Q ¢ L '"x6" S0� T e " I :z a I O xF ' FR EZE E3CARG 0 � ' R-'9 EA-T NSU_A_ CN A "x4' SPACER EASE MOULD 3/4., pL_•rWOCD S..E- LCOR O � c)fu I 2 'xE," 6C)'7CM PLATE �- X I, 3r:' V:=TAL T f: r'�RAP CONT. _ R M st Tei .2 o FLOOR STUDS A -� { 16•. DEEP F.T. s cC 24„ O.0 Q OR 16" DEEP WCOG -HAMS O 24" O.C. ; 1/2" GYPSUM BOARD (n U x ;2) 2"x6" #2 TOa PLATE. - SYP m SMCOTr F!N'SH STUCCO ON N"E A� LAVH ,:)VER 7,-11,, OSB SHEAVING z CSN 2"46" SPS STU;S Q '6 O C. j Q a c: o • __MCG TPro 32 ' C.C. C-13G ; V' Q_ 2"x6" P.T. E30T 'C'V PLATE A`,Cr+OR BOLT 9 32" C.0 �_ R---'9 E3AT- '14S'''_A_'ON CSR LC7 \N/ 2 'x2%1/8" WASHERS EASE j � I MATCH v EX.S �N UN_ A ,, N � ct7 TYPICAL WALL SECTI ON SCALE: 3/41' _ -�" Lu { v (s) 4 QG ul I DRAWN BY: _ RTL {. DESIGNED BY: BJC C. SCALE: I A5 NOTED • DATE: {. JAN. 22, 2002 JOB NO. SHEET NO. Al Of 7 {, loct3 77 y . tl. rF r I z o A I � w—___._—__ _ ___________--_—.—___- --__ _ _ _ � •i N 00 o� p ox-9 \ w I \ 1 � � �w" W� WYE 1 \ W xo� q w ww � N � z I ,\ I ABOVE I \1�-- '-� ` • L- ` w v/ 1 - \ LLI O LIGHTS Ica \ � � ABOVE - �� I I �� LLI ------ � -� \\ - - -__- - -- _ � _---- --- -� — 1 \ •' __- // 1 I `� �l I Q) lL Q� Q� cv 1 L- I Z co o I I I I ! t 1 � ! I I `J FAN/I- L'GT 7-7 46 1 ' Q 1 1 ELECTRIC PANEL ELEG 'Ric; �--- METER i- I, I I C, O AC lu F 1 5T F L ELECTRICAL FLAN DRART BY: � a L DESIGNED BY: BJG SCALE: 1 r 11411 DATE: JAN. 22 2002 JOB NO. SHEET NO. Et of 2 �. • Y ro �, a wv' J. �" I. Q rwUi- L g ,]�W- ~Q�Q-9 I o Qlwq � u � � �w~ °�u 'Zd S4 U Wo°d�J� wma � � �(�Wu� w 4w �R ; ~ ate Q A p W w x PNphIE W j PwONE D4 �w q���W \ `�U TO SWITCH BELOW _ TO LIGHT \ I i � 7 \ \ \ I i II I I I/J BELOW 1 Ih \\ _TQ 5Wi iLU r..H FAN/ i BELOW I I 7A LLI 0), Lij fl - ; w F Ni - H ' r ' \ I I L IGNT I l-l-.L x lan ---..-.-....--- -___ .. J II ��• I I 1 I // .. /I Ir I \ 1 I ------------ m � �V \ Ix, \ ! _ Q) Q) YJ CV I - FAN/ D , FT, -5- 1 Q) Cn U � 11 1 I / 3 X _ LL- qp C--4 I ! I I Q I I �or�tE ' PHONE I I Cn } LU d "i- DRAWN I' DRAWN BY: I SEGa � F L ao E LEG fR A L F L A N. RTL t DESIGNED BY: SCALE: 1/4" - 11-m" i i DATE: JAN. 22 20P.�2 JOB NO. I. SHEET NO. E2 of 2 Vale . w 22'-6" 34'-10" 31'-0" 5•_4., 12'-0" ro'-0" 4'-ro" 4'-5" 19'-I" .1211.12". 9'-4" a h a a U w A 9 �+ C� C') d' ►p i` Gzl nr———————- I I EXPAN FOOTING O aro" x aro" x12" z w u� w a p y M�+,NOLITNIC SL B w/ (4) 's E C WAY ( LOCATED S�� ��Q_ �W/ 12"xl2" FTC UNDER RUS -9) FLOOR LEVELNEW SLAB AT M 0" '-' mwp '� �tu2nF- N W SLAB AT NEW O AIN � p 9 2- I I FOYER LEVEL -IS" O -' �� wNpaV -Z �j0 � c�Q�oA§wz Y-i 2\7wQ ~ w>� - �" pw' iw� UUP 0 QQ�adE i2 W0- �p Qu� IK nQw mo AREA TO BE RAISED TO UA MAIN FLOOR LEVEL 0" ro" O77 V ►n -3 Q � Q tflz q l� 22'-&" 4' " -3" 12" " 3'- S'-4" 12" 12" 5'-10" 34'-rte" O II II II EXISTING GARAGE SLAB 3„ cl NEW FOYER LAREA TO BE EVELED- S" EXISTING HOUSE SLAB _ = U x -39" O 11 C14N m (ACTUAL ELEVATION m 67� d - TO BE DETERMINED) 0 Q) cf) v CO m SAB 0 COQ N ti■ � f^rl CV �V r1 r EXPAND FOOTING TO aro" x 3(o" x12" NE ST WA F ND TIO w/ (4) 05's EACH WAY ( LOCATED "4 RT AL AT "o UNDER TRUSS A-9) Ka 73 --- ----- ----- — d Q) 1 L------------._-.-_I_ b MONOLITHIC SLAB 1 `---------------' W/ 8"x8" FTG. I I 1 ------------------- L ------------------------------- 35'-2" Cs) N— Q UA a Lu 93'-all DRAWN BY: RTL DESIGNED BY: BJC SCALE: F U N A T I N L A N 1/4" = 1'-0�� DATE: **NOTE** **NOTE** s DIMENSIONS ARE BASED ON EXISTING DRAWINGS AND SEE STRUCTURAL DRAWING "S-1" ��� � '� JAN. 22, 2002 FIELD DIMENSIONS ARE PROVIDED 5Y BENCI-IMAR< FOR FOUNDATION DETAILS J�11(05D. x , i SHEET N0. ✓, '� .'� A& of LL%-, .� Z 0,0�3 `�ta-&k Ave BRICK VENEER WITH 1" AIR SPACE STRUCTURAL )WJPS STUDTABLE AND WALL TIES AT 16-oc. VERT. AND A7 1.WOOD FRAMING SHALL COMPLY WITH 5ECTIC'DN 23 OF STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS 32" oc HORIZONTAL. THE LATEST APPROVED ADDITION OF THE 15BG CODE. CEILING No. 2 SPF No. 2 SYP No. 1 SYP WEEP HOLES 0 48'oc. MINIMUM 12- 16d or 2.ALL LAPS IN TOP PLATE OF BEARING WALLL5 SHALL BE HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6 GALV. FLASHING • 16- .131" x 3" IN THIS A MINIMUM OF 4'-O"AND NAILED WITH 12- IAbd COM o .v 1' ZONE (TOTAL) DOUBLE PLATE NAIL w NAILS OR 16- 3"x .131' GUN NAILS. N 2x4 PT SILL w/ SST- SPH4 AT 32' OC. '111 , I 8 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16-oc. 24-oc. _ .1 31" x 3'" ® 1 6"oc. 3.ALL GABLE ENDS SHALL BE BALLOON FRAWEP OR BRACED PER DETAIL. Co 1/2' x 10" A.B. AT 32" OC. �~I STAGGERED 9 it. 16"oc. 24"oc. 16"oc. 24"oc. 16"0c. 24-oc. co CLEAN COMPACTED FILL w/ 2'• x 2" x 1/8" WASHER 4' or GREATER 4.ALL SHEARWALLS SHALL BE NAILED A7 3"cac.OR b" oc. 1 //5 CONT. 8" MIN. SPLICE (A5 NOTED)ON ALL EDGE5 AND 12"oc. INTTERMEDIATE 10 ft. 16'oc. 24"oc. 16'oc. 24'oc. t6"oc• 24'oc. a 4" CONC. SLAB 2500psi w/ w/fad COM NAILS N.O.N) BLOCK ALL UNSUPPPORTED EPGES WITH 2x4 FLA7WI5an BLOCKING. SHEEARWALLS FIBERMESH OR 6x6--10/10 WWM 5HALL BE 15f32"GPX OR 1/16"058.N.O.N)) c� 11 ft. N/A 24-oc. N/A 24'oc. N/A 24-oc. " 4' 2-- 2x- TOP PLATE BLOCKING OR SOLID (MIN. (3) 12" 5.5TRAP HEADER STUDS TO DOUBLE TOP PLANE w/ BLOCKS) NAILED w/ 4- .131" X 3" SPH4/6 AT EACH END OF HEADER AND NAIIIL w/12- IOd x 1 1/2 NAILS OR 12- .131'x 2 1/2"GUN NAIL55. 12 ft. N/A 24-oc. N/A 24"oc. N/A 24 oc. _ _ #5 CONT TYPICAL THICKENED EDGE FOOTING 2x- STUDS NAILED TO EACH NAILS z =1 11-11- -I 1= 6. HEADER 5TUD5 AND HEADER CRIPPLE5 5HO7ULD BE 0 III-I - I- CLEAN. TREATED. COMPACTED FILL OTHER w/ .131" X 3" ® 6"oe. 2x_ STUDS NAILED TO&ETHER AT 6"Oc.w/ 12d GUN NAIIIL5(.131x 13 ft. N/A 24"oc. N/A 24-oc. N/A 24"oc. I1=LI -1 I1= STAGGERED 3")STAGGERED. CLIP UNIT TO SHOE PLATES WITHUj co _ _ 8" CMU STEMWALL w/ 1#4 VERTICAL I- 5PH4/6 CLIP AND NAIL WITH I2- IOd x 1 1/2 NAILS 11-III 4- .131" x 3" NAILS AT EACH (U_O_N) t4 ft. N/A t6'nc- N/A 24"oc. N/A 24-oc. Cy Cy GRAD A7 48" OC. AND ALL CORNERS, w/ BLOCK >_ 1. ALL WINPOW AND POOR COMPONENTS M)STr BE DESIGNED 1, 12" HOOK A7 SLAB AND 6" HOOK SST- SPH4/6 ® TO WITHSTAND THE DESIGN LOADS BASED OPN A 110 MPH 15 ft. N/A 16"oc. N/A 16"oc. N/A 24"oc. 10" TOP AND BOTTOM SST- SPH4/6 ® WIND ZONE. �- w X !f• AT FOOTING. 3'a" T&G STURDI-FLOOR 21ITNT T P ANA BOTTOM ' --- DECKING NAILED AT 6"oe. a.ALL CONNECTOR5 ARE Simpson OR EQUAL..N.O.N) 16 ft. N/A 16"oc. N/A 12"oc N/A 16"oc. ON EDGES AND 12"oc. IN cur CUT LENGTH SHALL BE 44" ANCHOR BOLT WITHIN 12" OF THE FIELD, USE 6d RING LENGTH FOR 16" DEEP JOIST CORNER 9.FOUNDATION DESIGN 15 13ASEP ON MINIMUM 1501L 0 20" x 10" CONC. SHANK L SCREW SHANK. SEARING CAPACITY OF 2,000 psf- NOTE:THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25'AND O FOOTING w/ 2#5's CONT. 8d COMMONS MAY ALSO BE - FOR TWO-STORY --- USED. 10. I 1IggT GI CONSTRUCTED IN WIND ZONE OF 110 MPH OR LESSANOMIN. �'SHEATHING. SECTION I WI7 WIND 5PEE�OF 110 I z 1'-$" USE 22"x 10' FTG. SPF STUD GRADE MAY BE USED ON WOR LESS NOMINAL PLATE HEIGHTS ON SINGLE U) w/ 3 #5's CONT. STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS.CAR < Q TYPICAL STEMWALL W/ BRICK VENEER SPAN a 1911 2 MANUFACTURER CONNECTOR NAILING PPATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR � U) w LU m SIMPSON LTT20 10-16dCCOMNAILS HTT16 spa"xa"WEDGE ANCHOR 5/8"THREADEDRODWITHMIN.12"EMBEDMENT W T TYPICAL FRAMING OF CORNERS AND PLATE LAPS 2x4 PT SILL w/ SST- SPH4 AT 32" OC. END L / USE EPDXY ANCHOR HTT22 N/A SEE SHEET S-2 FOR SPECS L&NGTH ONLY WITHIN SIMPSON HTT16 18-16d CCDM NAILS 0 1/2" x 10' A.B. AT 32" OC. Provide minimum 1'• 6•' OF EDGE CONCRETE. LTT20 I&x7"WEDGE ANCHOR 1/2"THREADED ROD WITH MIN.7"EMBEDMENTX end n W/ 2" x 2" x 1/8" WASHER NAIL w 11 10dt COMB SIMPSON HTT22 32.16d SIIINKERS 1- 4" CONC, SLAB 2500psi w/ IN EACH END LENGTH PHD8 N/A SEE SHEET S-2 FOR SPECS FIBERMESH OR 6x6-10/10 WWM ( TOP AND BOTTOM ) Simpson Strong-Tie LL CS16 AT 32'• OC. SIMPSON PHD8 24-%"x 33"SDS SCREWS O 0 4 4 • ` 4 TRUSS WEDGE ANCHORS SHALL BE"RAWL-STUD"OR"KWIK-BOLT"OR APPROVED EQUAL a F=I 11I '' TYPICAL 2-STORY BETWEEN FLOOR STRAPPING a EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SEI OR APPROVED EQUALz#5 CONT 3-1 6d COM ® EA.SCALE: N T s BLOCK (TYP.) CONNECTION TYPICAL NAILING ALTEERNATE NAILING 1 ALTERNATE NAILING 2 �I.-. ' CLEAN. TREATED, COMPACTED FILLW 8" CMU STEMWALL w/ 1#4 VERTICAL GRA E " U O AT 48" OC. AND ALL CORNERS, w/ BOTTOM OF SLAB -3-12d COM (TYP.) Lap in double plate 12- 16d common 16-0..131 x 31/4 gun nails 20- 12d sinkers v� p W 2 1, "• "'�' 12' HOOK AT SLAB AND 6" HOOK _ _ Q M 10" AT FOOTING. M! --^^ �^ INTERIOR BEARING FOOTING 2x4 BLOCKING ® 24"oc. „ „ �Y •.:-._.:,; :�:. .:. . --- - - --� f� 6 D.C. an edges and 12 a.c. m the field with 8d common, 6"o.c.. on edges and 12"D.C. in the field with 0.131"x 21/2" 4"D.C. on edges and 8"D.C. in -------- '�-- SW-shearwall box, screw shank or ring gun nils the field with 0.099"x 2"gun nails x FO x 10" CONC. - PLUMBING WASTE LINE SHEARWALL 3"D.C. oned es and 12"o.c. in the field with 8d common, 3"o.c..on edges and 12"D.C. in un nails W 0 FOOTING w/ 2#5's CONT. g g g I--'--I FOR Two-STORY SW(3)-shearwall box, screw shank or ring the fietld with 0.131"x 21/2" u01 1 _g USE 3 #5's CONT. 0 TYPICAL INTERIOR 5HEARWALL TO TRU55 CONNECTION 112"or 7116"Roof 6"o.c.on all supports with 8d common, ring shank or screw 6"o.c..on all supports with 0.131"x 21/2"smooth, ring or 6"o.c. on all supports with 0.099"x 2"ring, screw or annular n_ BOTTOM OF SLAB M Sheathing, 110 MPH shank,4"o.c. edge nailing with 4'of roof edge annulmr shank gun nails,4"o,c. edge nailing within 4'of roof edge shank gun nails,4" D.C. edge nailing within 4'of roof edge z TYPICAL STEMWALL 4" MIN 0 B 3 r r r r _ - --^^ INTERIOR BEARING FOOTING 1/2"or 7/16" Roof 4"o.c. on edges and 6"o.c. in the field with 8d common, 4"O.C., on edges and 6"O.C. in W 1z" _ r#ss CONTINOUS Sheathing, 110 MPH rin shank or screw shank the fiend with 0.131"x 2112" gun nails 4" CONCRETE SLAB w/ V PLUMBING WASTE LINE (1) 6x6. 10x10 WWM OR Sim son SPH4 12- 10d x 1-112"NAILS FIBERMESH REINF. LOWER REBAR AND FOOTING Simpson H5 8-8d common TOTAL " m 4 IF NECESSARY Simpson H16 (2) 10- 10dx 1 1/21N 10-RAFTER; - 10d x 1 1/21N PLATE � ° 4 . 4e • Simpson LTS12 5- 1 Qd common in rafter and plates 5- 10d x 1 112 nails in rafter and plates w SIMPSON PA 51 EMB. STRAP Simpson MTS12 7- 1Qd common in rafter and plates 7-0.1148"x 11/2"nails in rafter and plates U) 6 MIL TREATED COMPACTED TED FILL ] PLUMBING PENETRATING INTERIOR BEARING FOOTING p W car 6" 5's1 CARACE SLAB THICKENED EDGE Simpson LTA1 12- 10d x 1112" r-'--I CD (1> # CONT. Simpson PHD8 24- 14"x 3"SDS screws STEMWALL �- vi TYPICAL NON-BEARING STEP FOOTING e STEMWALL YOOTINC W LO z NOTE: Cq F OPENINGS TO 5' ° Sim son H 6 8- 6 comm I� V z WIDTH USE (1) Slm w SPH4/6 TOP pson HTT22 32- 16d sinkers CrJ C7 ZO AND BOTTOM I-I U a OPENINGS s' 70 MAXIMUM TRUSS UPLIFT OF x REFER 70 WALL SECTION FOR TYPICAL ANCHORS 7• WIDTH USE , ° ° SPH4's @ 32"oc.TOP&BOTTOM- , f�I z 0 (2) SPH4/6 TOP ° 8209s 0 TRUSSES SPACED Q 1 #5 CONT. AND BOTTOM ° 244 L "oc. SPH4/6 A7 32" o.c. f24r, 4" CONC. SLAB 2500psi w/ TYPICAL STRAPPING (UNDO) (TYPICAL) 4 ' " W III SPH4 s 16 Dc.TOP&BOTTOM= MAXIMUM TRUSS UPLIFT OF I� o FIBERMESH OR 6x6 10/10 WWM NOTES: #4 BENT INTO FOOTING AND �� @ 1640#'SON TRUSSES SPACED C0 ANCHOR BOLTS THICKENED EDGE' fff> 15/32 CDX MAY BE USED IN LIEU OF 7/16" OSE3 C--- ? MAY BE LOCATED 24°OC. W >I O AT EITHER SIDE ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 160Ws • E f OF KING STUDS, #4 VERT. -TYPICAL- F-1 00 PLATE MUST BE CONT- BETWEEN 1 #5 CONT. BOLT AND KING SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. !�! STUD H GRADE CLEAN. TREATED, COMPACTED FILL �I-I�-��--I r ANCHOR BOLTS E WIT o 12 OUSTFKINCHIN PRE-ENGINEERED TRUSSES AT 24" OC. CO • .' STUDS LO M I LD 1/2" x 10' d' z ANCHOR BOLTS .c. A7 32" o.c. ROOF SHINGLES OVER 15# FELT CORNICE DETAIL A5 W a S (TYPICAL) o TYPICAL FOUNDATION IN GARAGE PER BUILDERS SPECS 0o 7/16" OSB SHEATHING NAILED AS PIER L` TYPICAL HEADER STRAPPINGdci eJ SCALE: 3/$ 1'-0" NAILING SCHEDULE SEE DETAIL �M4 BETWEEN FLOOR STRAPPING ,� �F fi'�•,, 4 HURRICANE ANCHOR AT EACH TRUS'S 0 2 x 4 STUDS 0 16" o.c. ti Q No. 2 or Bt. SPF 7/16"STRUCTURAIL ROOF SHEATHING ( SEE SCHEDULE CLIP STUDS TOP AND BOTTOM ri /, o W/ SST- SPH4 ® 32" o.c. µ t� �, fl),*10 W 2x4 OUTRIGGER @ 48"oc. 1/2" x 7" WEDGE ANCHORS (2) 2x_ SYP DOUBLE TOP PLATE v/ r U 0 32" o.c. BLOCKING REQUIRED BETWEEN OUTRIGGERS HURRICANE CLIP H-5 OR EQUAL cwt 4" CONCRETE wwln oR/ @ 48"oc. / �,�; liti( - SST-SPH4/6 AT 32" 32" OC. o FIBERMESH REINF. SIMPSON A35 CORNICE DETAIL AS U.O.N. 6 MIL VAPOR BARRIER OVER 2x4 BARGE RAFTER CONT. w TREATED COMPACTED FILL 2x4 BLOCKING @ SHEATHING JOINT PER BUILDER'S SPECS 2x_ SPF STUDS AT 16" OC. q W ' ' . 4'FROM GABLE END 71 SHINGLE STRIP (SEE STUD TABLE FOR SIZES 0 4 1' AND SPACING AT VARIOUS HEIGHTS') �. < C � o a.. FASCIA �n (z) # ss CONT. 7 16" OSB SHEATHING NAILED 6"oc. ON EDGES 2x4 SCAB CONT.TOP TO / I I NOTE: FOR 2-STORY CONDITION TOP CHORD OF GABLE END TRUSS2 2x_ SYP DOUBLE TOP PLATE w ILI USE 1'-8' WIDTH w/ 3 #5•s CONT. BOTTOM " & 12"oc. ON INTERMEDIATE SUPPORTS w/ 8d SOX NAILS ( � N CHORD @ 8'FROM GABLE DROP 31/2 UNLESS OTHERWISE NOTED ON SHEARWALL LAYOUT u J dj W CONT.2x4 SCAB FROM TOP TO FHA �, TYPICAL INTERIOR BEARING FOOTING 3-12d NAILS TYPICAL AT Q BOTTOM CHORD @ X-BRACING 4" CONC. SLAB 2500psi w/ / / 4 CONC. SLAB 2500psi w/ � O = X-BRACING 2x_ PT SILL w SST-SPH4/6 AT 32 OC. FIBERMESH OR 6x6-10 10 WWM w Y (PROVIDE ADDITIONAL 2x4's @ FIBERMESH OR 6x6-10/10 WWM U.O.N.) VERTICAL IF HIGHER THAN 48", ( / W 2x4 SCAB IF VERT.WEB IS TO FORMAN"L"SHAPE.) a LL 2 x 4 STUDS 0 16' o.c. NOT 1/2" x 10" A.B. AT 32" OC. LL No. 2 or Bt. SPF PRESENT m CLIP STUDS TOP AND BOTTOM 4 ' W 2" X 2" X 1 $" WASHER - ' p TOE NAIL TRUSS TO DOUBLE / / } PLATE w/16d COM 8"oc. 5 - 4„ 4 O W/ SST- SPH4 � 32" o.c. �¢ CONT.2x4x8'#2 SYP LATERAL @ w r g o a �uoo a a 1/z" x 7" WEDGE ANCHORS @ BOTTOM CHORD OF GABLE #5 CONT PERIMETER BAR Q s z - o 3z" o.c. BRACE 48 oc. � z D- z 4" CONCRETE SLAB w/ m 0__W END TRUSS � �w�a �to 6x6. 10x10 WWM OR 2x4 BLOCKING 48"oc. o a +- z -a a 8 ' CMU STEMWALL w 1 4 VERTICAL U.,B o z te d¢ an FIBERMESH REINF. BETWEEN GABLE AND FIRST _ LU `-' TRUSS. 2-2x4 TOP PLATE toftl0z Z • AT 48" OC. AND ALL CORNERS, w/ 10" ° ° e�• 10 �i�Q�w��� w� w - • 12" HOOK AT SLAB AND 6" HOOK �'= F SIMPSON LSTA 24 @ 48"oc. 20" x 10" CONC. 20" x 10" CONC. W w 4 w a �r 8' 6 MIL VAPOR BARRIER OVER ,,, a• TREATED & COMPACTED FILL AT FOOTING. C) N Q a ¢ w o U- FOOTING w 3 5 s CONT. z�-tuw = �� III LL (z) # s g CONT. 2x4 STUDS @ 16 oc. FOOTING w/ 2�5's CONT. - / �j U) 21x4 X BRACE 8'0"oc. 1' - 1' s" _j 1'-4" NOTE: FOR 2--STORY CONDITION W t,sE ,'-6- WIDTH w/ 3 #5's CONT. ALL MEMBERS SHALL BE SYP SHEET: TYPICAL GABLE END ( X-BIRAGING ) 51N6L.E STORY EXTERIOR WALL 5ECTION TWO STORY EXTERIOR WALL SECTION S- 1 = TYPICAL INTERIOR BEARING STEP FOOTING 0 z `mac'► Z a x CC L� 0 . � A V" A301 THRU BOLTS o V STEEL PLATE (TYPICAL) Lu (3) 1 '3/4" x16" LVL 2.0E 8„ (3) 13/4" x23Yet" LVL 2.0E _.ter.- _T_ NOME DMIE TOP PLATE BOLTS TO 70P OF a / / 77 / BEAU w/ 1/2 A307 BOLTS A 12 OC. B/16. DUL HOLE AT 44. OC. 3- 7/8- OV. HOLE EACH SME OF wER (TYP. ) TOP OF REAM STAMERM NOTE: ALL LOAD E3EARING HEADERS SHALL BE 3- 3/4-AMrsEn'n A MINIMUM OF (2) 2x10 No.2 or BT SYP (U.ON.) , B 10- x 4-x 3/8- PLATE a SNEARWALLS NAILED AT ro"oc. ON EDGE5 BRACE 1O'x 4' x 3/8' PLATE AND 12"oc. IN INTERMEDIATE SUPPORTS 4" x 4" x y4" TS 3/a-Gm� WITH Sd COMMON NAILS. " COLUMN 5'-0" Y2" PLATE i�OgT � Z SNEARWALLS NAILED AT 3"oc. ON EDGES CAP 9'-11"� z AND 12"oc. IN INTERMEDIATE SUPPORTS 4fA\ MEMBER SIZE TABLE A � � UJ WITH Sd COMMON NAILS. A W 1 O X 19 m B W10 X 19 o TOP OF FLOOR 5 1/2'x 12- x 1/2. SASEPLATE I2 w/ (2)- 11/1V M HOLES ANCHOHSANCHOR wEPDXIED ((s�E SMbMEN1) • 211 TOP OF - all x 1211 x - ❑ BASEFLATE w/ - -- (4) %&" EPDXIED DETAIL OF 5TEEL FRAME - - --- _.- ------ (4) SYP STUDS UNDER ROD$ ( 6" MIN. ROOF TRUSS A-9 ABOVE. EMBEDMENT) _ DETAIL OF ATEEL COLUMN -- —---- J�- L T7 F -7-1 U (c) UJ U-) N LL owe w � r- - F- aCD � N TS COLUMN Q 4 � x 4" X )4 L I V I NGT 1�001*- 1 (P — (4) 2x4 SYP X cy) O 9 -1 N m El w >--, ,� Q� �� (3) 1 3/4" x 16-" LVL 2.0E (3) 1 3/4" x 23 Yet" LVL 2.0E w INSTALL )-" THREADED ROD at 3"0c TO TOP OF SECOND FLOOR w -N 4�Ifi�� N WALL. EPDXY RODS INTO _ DO NOT REMOVE SHEATHING - STEMWALL Lu/ 8" EMBEDMENT. -- - --- I -- FROM EX15TING WALLS 00 IN INC 00 _ 00 x ftp 4I El:11 -M--f L —1 r CD ,u SYP STUDS UNDER _ _ p �z- OOF TRUSS A-9 ABOVE. U SN ELT: S �2 2cxi 3 �-c�- ►fie . a � Z Q X ... Lu Q MCI � a NOTE: ALL LOAD BEARING HEADERS SHALL BE * + " A MINIMUM OF (2) 2xro No.2 or BT SYP (U.ON.) V z Z SHEARWALLS NAILED AT ro"oc. ON EDGES— W AND 12"oc, IN INTERMEDIATE 5UPPORT5 c r m WITH ad COMMON NAILS. V SHEARWALL5 NAILED AT 3"oc. ON EDGES u AND 12"oc. IN INTERMEDIATE SUPPORTS WITH Sd COMMON NAILS. (d) SYP STUDS UNDER W ROOF TRUSS A-9 ABOVE. (2) 2x1¢ (2) C51 GUEST 1 - W bath _ M �._ O ST MA ILEw N N ❑ LLI / LL - - W >IF �- J Z O �o T 00 00 ba th0-J (Fla �NSTALL " THREA E (2) C51 RODS TO FOUNDATION � STEMWALL at aro"oc. - -USE 3" x 3" x ya" WA5HER5 pit 1� A at TOP OF DOUBLE TOP 67 PLATE. I�I X � I�{ l 5 F� GUEST 2 7' M� (2) C51 � A r� -- o (2) 2x8 (2) 2x8 \—(4) SYP STUDS UNDER U ROOF TRUSS A-9 ABOVE. O o0 5ECOND FLOOR u SHEET: S � 3 Lois � _ T. .. Y sG.• (OC a .} LOCATION. = L_ LOT...—S................. B4h.,,,.,�m,.,nY�......., UB.. �'. —_•�.�. CONTRACTOR-,6. 11,x,?;�i 0 0 t µ' r f A Aa