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I:' ..�� I-' .-.I I �1 .�. . 1 1I � 1. ..­�. I -I. u1ers I .I�I-II . eor �: .1 . .1�I .. . sol �'.I.I I � ..­ .I-.I�� I� 111 ,d : RrstSource I . � II ...,. , .II � ' 1I .. I I �.II. ... '1.. I 1.�. .�I �I I. .. . 11 1.- �. �'. �I. ,1....I II. 11�.I -I,'. I�I II,.1 III1 �I 1I 1. I I I I I. � . .I II. . I . . I .,. Gunnell .1 . .�,. �.� I.�,�: ..� I I,.�.1 I. ----- -- ._...... _:.---- - _- 1�--:: ._ ,.I ':....-1l ' I' � .I�.'I I 1, ., I � .I-I. II I...' . ­I.I ... 1� , .. '-��Q_ I.I .I . .I. 1�1I . ,.. :- .� I.1 ..1. �� I.I -. _ _ I ­ I I : " I�, I: 1� PHONE G04=:457-33411>FAX 904,437.31194: .I" � I.-.­.� ...1� I.,.. � .I II �I I .:'�.. �, .I .1 . . I . �,.: Jackhonville z: ?.: C - ,.- .:.....;. _ .. ., __ _ _..:_ C:: ;, ;.,;: .': ' -' :... ... ... ' -PHONE,. 1144-772-6100:: FAX; g04c7721973.. `3 .. o; '. Lake City IS: ... ... - ... .. .PHONE 904;755�6.8g9 : FAX. 904-759 7973:' - '.': :. for San. o _,. „ . . ... ; . :.. , '- PiHONE � 407-3Z7 6059: FAX 407,322 5553:- ........... ......._... ..... .`-�. ___._.-_.. ... .... ........... ........ .... ...... .. ._..-..........., ..,.. ,_ I uoDEL DUPLEX aEYI N "AU NT5 .I` ,� 7AIE: .PANDT TSB II. 11-0-0 12 0' - 11 11-0-0 03-31-03_' JF6 J42145 .< Ii ,. -. . ._ _ GEARING HEIGHT SCHEDULE . 34.- -C _ ql ��aII .1 17 0-0 17 0 0 - , � , 1 ' : �. , " , KW /1 L . .... ....... ..:. F-01 . _ ... ..... __ . .... F01 I II m. F01 r .I . ,:. .. _. , .. _ a . ... . o.;.. , .......__ ... :. „ ... .., .. ., F0 1 ,'.� .. .: -, '�: �:' ,� , ::� . � ,.� ., . . � F01 _. _ ,_ F01 .. ....... NOTES: '. - ..:...... ..._.. ......... F03 - I _ l.) REF€R TO HIB 51 (RECOMMENDATION' FOR - 13u0 _ '- HANDLING-INSTALCATfON AND TEMPORARY BRACIN6.) . . - - _ .REFER TOENGINEERE-0-DRAWlNG5 FOR PERMANENT.--. - QQ 13'V ".D O .. - z,1. FB ✓ I .: .' DRAUNG REQUIRED : d' :' : ,: - ,'-; - .. 2,) ALL iRU55E5(INCL1) :!% TRU55E5�UNDER .. _. O - ::;::::_ . _.::::: ::::::. -:::::: .: ' - ; .. ..:::'. ' VALLEY FRAMING) MUST;DE COMPLETELY - . ' - - ; .:. . ' .. .. :.. .rl�. I :. , ..., > .. ,;, - -.... ,.•. _ _ , ,, ,,.,, ..-.. ::. .. .,.: :. ,.. ,.. •,• , , .... ' , :. ,I: :. -.,. .'r' QIZ4KfD OR REFER TO DETAIL V105 FOR ;�,' �jI:4 NtipE BPAC'.T R QUIREMEN' . _ . .. ..,, ' : I .. F03 ; , :. .-.- ,, ..,, ., - ,.- ..... ...:.'. . ;i - :--:. ..._ ... ,'..',:.... ,,,-.:, -.� �, ,'; ;? 1 : 'AR TO BE CONVENTIQ ALLY.. ,, ,. 10� 0 �. �, , .,.,.�4�) FdA' EOrBY BUILDER, M , . .. . :.. .......:. . -> ...;.. ,.�_l :.- . o : , ...,..... _. :. . ..: ...... ; .. ,.- ,, _ . . ., ALL TRU55E5 ARE DESIGNED FOR 2 ;.o ,: ,i ...�� :-. .. I ... .. �. , :. F03 ..:. :. ... _ _ .. .:_:._ ._..,:.. :.>: ... -'.'NE55OTHERWISE NOTED. MAXIMUM SPACING.0 L 11 ... ,..... I .11 :. ..... ... .... , :., . , .: . _.. ......., .:-. ....... ... .... . ... �,. ,.. .. :' _ -!.. : 5 ALE �AkL5t5HOWN Ofv PLACEMENT } ?' °LON51D -TO _.:. ...:, ,.. _. ... :1.- . ....�.:. ,,,..:.. ,: -.,, F03 .. ::_. 11 I.,... ,,:, . :.. .. ,.. ,,-::. -,_ ....,, _,•. ..,....:f. . ..:.. _, •.,. .,,. �..-. :.. .. .,.... ..,....... ..,...,.... .-.s`-: A A RED. BEI .;:BE'ARiNG..UN55..T I.NOTED,.. - .. ,.. .. ::.,..:,:_, ....-_:`- ., ... , •, .:._:.:. ,�--.,_. ,. .-.<•. � � .. _. _..�.. , . ... ._ _........ , . .:, .:...,.,.. , . ,.. ,.. .. .. : s)5x4z . , . iRtJ55E5"Mri51 BE HJ ,, ,,� :, -.1. .. ... '::� _ F03 TOP WITH THE...... O ..: :.. .:.. .:_.�. :..: 1. ) : � __ _qq:. FOV : :- - - HU526 UNLf55 OTHERW35E NOTED:: ALL : FLOOR TRU55 HANGER5'TO BE 51MP50N _,:.. _ r. . . ... . - ... .:- - .- - - .< : THA422 UNLE55 OTHERW15E NOTED:: . '- . - .. -I 1. .. - ..... -. _:..... ___ _. ..._. _. _ F01 - - - :..._ - INTEL TO BE B) FURNISHED - _ BYLBLULDERHDR) L: :. F01 SHOP DRAWING APPROVAL ..> - - - THI5 LAYOUT 15 THE 50LE SOURCE FOR FABRICATION OF ' - - , F 01 : .. : - _ TRU55E5 AND.VOID5 ALL PFEV1015 ARCHITECTURAL OR OTHER - - . - TRJ55LAYOUT5 REVIEW AND APPROVAL OF THI5 LAYOUT A415T - .. ... '" `' ... :_ ... .. _ ... .. . _ .. ._ _... - BE RECEIVED BEFORE ANY TRU55E$WILL BE BUILT VERIFY ALL i':. F01 :, .-- CONDITIONS i0IN5UREAGRIN5I 6HAN6E4 THAT WILL RESULT: -. IN EXTRA LHARGE5 TO Y0J:': F01 K'A... Nd mhvr 1. Oak .. F01 . ., , -I ; AyPiovod by 11roafe... F�I . 4-4 0 ­I ... 601 i� I . . X011111 1 e F I rstSOU rce .0I IN1 Gunnell - - -- _.........__ -..::_ ... I, - -.- : ` PHONE qO4 437 3349 FAX qb, 437-3994 Jacksonville ,_.,.,' _ Q.. II. -PHONE `q04 772-5100 FAX X104 772 1973 1 O ar I... Lake CityI. • �' (S .. I.� -I...' .PHONE q04-755 6884 FAX '904 755 7973 - II .� .���I � . .1 I I. ��.. �� 5onfordI. '! ., ,..I ._� �I� I. I .. . �- _.I . I. j_. .. .' ' II. -PHONE 407-322 0059 FAX. 407-322-5553 ..: i:. ..... .. _ —.: '' ;.. :_.. �-:.. I,I I� .II .�� 1. ,. --. .,. I , I � . . . I , : .I.. '.. ::�..... ..::'. ��� .`BUILDER :.;_:. __.�. :. :;" ..:: < r. ... : .. - .. ....., . .... .: _ .- ..:I:. ... ..� ..� ; _ ­II1 .I.II. I�I�I 1. .- .I,- I. ''... *I I � � ��I �.1� : I -., .....:I .. .... ... I .. 1. . ..I. .I. : ��. .- YODEL - dEV151DN - < . DUPLEX s LE-l 5 I � I I � ] , , , , I . I DVABN D'f-.. 11"0 9'. 11-0.- 0 . ; � 12 --- 11 0 U - � I � I � 03-31-03': . JF6 J42145 0. ST2 Iz'_ss" e1' -A" ST2 19'_SS° 4'-0" 4'-0" 0 4'-0" 4'-0" 4'-8" I 1 5T2 ST2 **TOLERANCE5 4" CONIC SHOULD NOT 4" GONG ST2 SLAB :z :3 SLAB S7, --1 G=UIDELINES _J r---------------I---r-- ----------- I I I it I I ------- --- ------------ li 8/10 i i nl 8/10 ST2 i it I I It � ST2 l I I 1 I I ! II 11 �wI� w Q 1-11 (S) 4" CONC. SLAB REINFORCED W/ I I �zw" I j EITHER 6x6 10/10 WWM OR I I 1`17512 ai I FIBERI"IESH ON 6 MIL VAPOR I I U_ I BARRIER OVER TERMITE TREATED, HOUSE N I CLEAN, COMPACTED FILL. I I II I I 'I I I Oq I li it I I II I I I I I I I I I I I I I II I, I 12 i i i i i I I I i 12 I 1 ST2 I I I I I I I ST2 I I O CHECKED LAP (S) I 5T2 i i i i i i 5T2 I I I I I I I I I I I I I I I I I Q i t I I I I I L____f L___J I I I t I I O lX i Silo i i I Silly 5T2 12 i i 12 o ST2 ST2 'IlII - — — — — — — — — — --------- I �1IIIII U II`1i;Ii — — — — — — — —1-1 -- ----'+— LU m ---------------- " -- —C—US—/T— —12 RB S/l0 13'-4"IjIIIIIII -(A 0— '---8— " III ' 5T2 5T2 U 0 ' C-4 iIj'III 8/10 iIjIIIIIII c+l 1L11 1:3 z� 572 V cla 572 D rL �W W o - �-- --- U q j: -J.,I N Q 111 CO --ST2 Q ILL 5T2 X Ua A ca U Q N Q Q Q -3 I I a I I I i I 4" GONC I 2 I i SLAB i I 2 fill, 572 I �I I I I I I II I i it 0 I I I , 20"x20"x 6" W/ j I 2-#4'5 50TH 2 I j WAYS (T P) ST2 I I I 7 I 1 1 5T2 I1 ST2 I I II I I " 1 I I it I L _ _ _ _ _ _ _ _ J _ _ _ _ _ _ J L _ _ _ _ _ --------- _ _ -- --------- _6.. 8._0.. _6.. 17'-4" UNIT 'A' 17'-4" UNIT 'B' J m m FOLNDA70N PLAN sl 3/l(0ll = 1'-oll (2) MT512'S OR (2) 1'1STA24'5 -0 T03 TO� HDR. OTO I (2) MSTAIS'S T11 T11 TO TOP Jul (1) WOOD*Tie RDD, N 73 N SW A FOOTI Cs U W AT - - D N S PTO 3m"x30" SHOWN THE FOUN ATION- Cs MAY T D ED E EOMI TE IF A ST M WA B D E LL FOUNDATION IS US D ED IN LIEU OFA MONOLITHIC FOUNDATION. PAD FOOTINCxS LARDER THAN 3m x30" AR1= REQUIRED WITH EITHER ASTEM-WALL OR MONOLITHC �)UNDATION. ADDITIONALLY, WHEN A PAD FOOTINGS IS REQUIRED WITH A STEM WALL FOUNDATION OE 30"x30"), IT NEED ONLY BE PLACED EITHER BELOW -GRADE F0071NC, OR IN THE SLAB, BUT NOT IN 507H LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH. WOOD*Tie NOTE THAT CERTAIN WOOD -Tie RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING- NON -LOAD BEARINGS WALLS THAT ARE NOT A SHEAR -WALL DO NOT REQUIRE WOOD*Tie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD*Tie RODS INSTALLED 45 FOLLOWS: R®OF TRUSS UFLIFT (LBS) #0-1000 $11001-201(0 #2017 4 GREATER UJ®01D*7ie R®D(S) ROD(5) a 4' OIC (INTERIOR) OR I O/C (EXTERIOR). ADD (1) ROD ADJACENT TO TRUSS, CONSULT DESIGN CENTER. X4f=,FROX I i 4T WOOD*Tie ROD LOCATION. X_ O,'C WOOD*Tie ROD TOLERANCES 0 EXTERIOR iG1 **TOLERANCE5 1 SHOULD NOT 3'-0" X 3'_0� OVERRIDE :z :3 WOOD*TIE INTERIOR G=UIDELINES X1 OUTLINED 2'-0" 2'-0"� BELOW )W ► RODS LOCATIONS ARE FOR DEMONSTRATION PURP05ES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED <J OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, II EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER DETAIL E/STI). RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4') OF PROPERLY CONSTRUCTED CORNER POST OR OTHER 50LID FRAMING, LEGEND (2) 2x(o-I / 2 <--- HEADER/BEAM CALL -OUT 101.. 1001111, 4�4 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING SIZE OF HEADER MATERIAL NUMBER OF PLIE5 IN HEADER ALL EXTERIOR HEADERS (2)2xII UNLESS NOTED OTHERWISE ALL INTERIOR 1HE4DER5 (2)2x6-vl UNLESS NOTED OTHERWISE PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED IN LIEU OF SPECIFIED HEADER ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH 50 51HE4RW4LL SEGMENT - REFER TO DETAIL F/STI AND/OR D/STI APPROXII"fATE WOOD*Tie LOCATION SEE WOOp*Tie Si=CTION Builders Wao° -11 ye- ��' ` Builders S S� Builders ,dF�rstSource Rrei P FirstSource �� iFirstSource %'►�'� PLAN NOTES (2) I"7512'5 OR (2) �M5TA24'5 10 T03 TO HDR - 9 N (2) HS'S OR (2) MSTA Tll TO TOP PL' WOOD*Tie (2)2x5-1/3 (2i1x8-I/3 H/STl H/STI N/ST1 I H/STI 1) SEE 5HEET5 STI AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND DETAILS. 2) THIS DRAWING CONT4IN5 5PECIFIC INFORMATION, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT IS PROVIDED BY OTHERS. BUILDERS FIRST 5CURCE OF JACKSONVILLE, INC DESIGN CENTER (BF5DC) IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. 3) ALL REQ'D BEARINGS LENGTHS SHOWN ON TJ -BEAM SOFTWARE OUTPUT HAVE BEEN CONSIDERED IN THE DE51GN OF 71-415 STRUCTURE THROUGH A DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING BLOCKS. DESIGN LOADS A. GRAVITY LOADS: B. LATERAL LOADS: ROOF LOAD TOP CHORD ... LL = 20f -&F DL = TP5F WIND LOAD - 120 MPH BOT CHORD ... LL=10PBF DL=5P5F SEISMIC ZONE - I FLOOR LOAD DL =15 PSF LL=40 PSF klBuilders D00-1"-111-1FirstSource rL11414/ 'Builders �2 FirstSource 1/ 0 0 *rte 2 6TFLl GTL�AL FL4.N S1 3/IICJII = 11—/SII IC/ i 6G til, I 4V4 STRUCTURAL ENGINEERING FOR USE WITH TRUSSES BY BUILDERS FIRST SOURCE. - END ZONE F-DRE55URE5 COMPONENTS a CLAPPING PRE55URES - IN PSF 0 ENp-ZONE5 INTERIOR -ZONES POS. (+) NE3. (-) P05. (+) NF G. C-) iG1 34.0 42.8 34.0 36.2 1 32.5 40.6 32.5 35,1 W 31,4 37.5 31,4 33.6 :z :3 N QwU INFRINGEMENT OF LEGAL O I X r 61 (1(0) 10d Commons/Total. )W ► nl z W[NDOWB DOORS IN � � u 111 o 11 �wI� w Q 1-11 (S) (12) lOdxl-1/2". �zw" Tel 904.772-6100 THE MEASUREMENT OFF THE 1`17512 ai CORNER OF U_ HT520 (20) 10d Commons or (24) 10dx1-1/2"/Total HOUSE N Oq 4 i LGT2 Q 0 wILL Q 9 N O CHECKED LAP (S) Q Cn SQ.FT, 2-110/3310 VI U 0 U 0 zj L� X V I Q N -A O lX Q 111 SQZY VI o L t l z U 0 O L4 01 LU m " p0 X V VI U 0 U 0 X V `-4 C-4 V �Q m w c+l 1L11 1:3 z� Q V cla � D U U- �W W o Q , 0 U q z�QU�O N Q 111 CO In Q ILL z X Ua A ca U Q N Q Q Q -3 z In M a 0 STRUCTURAL ENGINEERING FOR USE WITH TRUSSES BY BUILDERS FIRST SOURCE. - END ZONE F-DRE55URE5 COMPONENTS a CLAPPING PRE55URES - IN PSF 0 ENp-ZONE5 INTERIOR -ZONES POS. (+) NE3. (-) P05. (+) NF G. C-) Q 34.0 42.8 34.0 36.2 1 32.5 40.6 32.5 35,1 U� N w 31,4 37.5 31,4 33.6 :z :3 30.0 35.5 3m.O 32.5 QwU INFRINGEMENT OF LEGAL N U I X Kl (1(0) 10d Commons/Total. r� nl X W[NDOWB DOORS IN � � u 111 o 11 w7tfl 1-11 (S) LU (12) lOdxl-1/2". S Tel 904.772-6100 THE MEASUREMENT OFF THE 1`17512 (14) 10d Commons or 10dx1-1/2"/Total. CORNER OF CORNER OF THE HOUSE WHERE HT520 (20) 10d Commons or (24) 10dx1-1/2"/Total HOUSE N X 4 i LGT2 V Cz 0 V MGT 9 N N CHECKED LAP SCALE 3/leo DATE 4.25.03 Cn SQ.FT, 2-110/3310 VI U 0 U 0 X V N N r O N r - Q 111 J N VI o N p X o 0 V L4 01 m VI V m X V VI U 0 U 0 X V `-4 C-4 V �Q m Q c+l 1L11 1:3 VI U X - Q V cla D Iz Z V U IL N Q 111 CO ff Q ILL Z ZCo m z 0 Q STRUCTURAL ENGINEERING FOR USE WITH TRUSSES BY BUILDERS FIRST SOURCE. - END ZONE F-DRE55URE5 COMPONENTS a CLAPPING PRE55URES - IN PSF lU ENp-ZONE5 INTERIOR -ZONES POS. (+) NE3. (-) P05. (+) NF G. C-) Q 34.0 42.8 34.0 36.2 1 32.5 40.6 32.5 35,1 U� N w 31,4 37.5 31,4 33.6 :z :3 30.0 35.5 3m.O 32.5 QwU INFRINGEMENT OF LEGAL RICxHT5. PRESSURES APPLY W0� Q pL '� Q (1(0) 10d Commons/Total. LU DQE '-rollTO cp L 0 W[NDOWB DOORS IN LW 11A O Xzz <48J 10dx1-I/2"/Toial,`� 09 111 o C516 w7tfl p4� THE X DIMENSION ILLUSTRATES W� CD (12) lOdxl-1/2". dN00- Tel 904.772-6100 THE MEASUREMENT OFF THE 1`17512 (14) 10d Commons or 10dx1-1/2"/Total. CORNER OF CORNER OF THE HOUSE WHERE HT520 (20) 10d Commons or (24) 10dx1-1/2"/Total HOUSE N ki CTYP) X x l() N LGT2 �11 LLJ�--U--k V MGT 9 U E � 0 CHECKED LAP SCALE 3/leo DATE 4.25.03 Cn SQ.FT, 2-110/3310 Q A w C� O Q 111 J N N A N p X V O 6� 01 ISS VI V X V N N VI X o V �Q m c+l 1L11 1:3 VI U X - Q V cla Z w V F - LL � Q ILL Z 3 Z STRUCTURAL ENGINEERING FOR USE WITH TRUSSES BY BUILDERS FIRST SOURCE. - END ZONE F-DRE55URE5 COMPONENTS a CLAPPING PRE55URES - IN PSF OPN'G AREA (5/F) ENp-ZONE5 INTERIOR -ZONES POS. (+) NE3. (-) P05. (+) NF G. C-) 0-20 eF 34.0 42.8 34.0 36.2 20-50 of 32.5 40.6 32.5 35,1 S0-Imm sf 31,4 37.5 31,4 33.6 > 100 sf 30.0 35.5 3m.O 32.5 12 hph, 25,Ka,.5533-pi, z TO 30' CONNECTIONS INSTRUMENT OF ENGINEER'5 SERVICE FOR OTHERS FOR CON- GONNEGTOR 1 lE7{40D OF TTAG+�1°'IENT INFORMATION DERIVED END -SONE COMPONENTS CAN NOT BE USED FOR M57AI0 (14) lOd Common5/Total,CLADDING ENGINEER WITHOUT INFRINGEMENT OF LEGAL RICxHT5. PRESSURES APPLY M5TA24 (1(0) 10d Commons/Total. '-rollTO a� W[NDOWB DOORS IN - <48J 10dx1-I/2"/Toial,`� - HIGHLIGHTED AREAS - 711M5T48 C516 (28) ad or (22) 10d Commons/Total. THE X DIMENSION ILLUSTRATES 5PIH4/(o/8 (12) lOdxl-1/2". Jacksonville, FL 32244 Tel 904.772-6100 THE MEASUREMENT OFF THE 1`17512 (14) 10d Commons or 10dx1-1/2"/Total. CORNER OF CORNER OF THE HOUSE WHERE HT520 (20) 10d Commons or (24) 10dx1-1/2"/Total HOUSE END -ZONE (NOT INT -ZONE) CTYP) PRESSURES SHOULD BE USED. LGT2 (14) if d Sinkers/Each to Truss and Stud Column. LLJ�--U--k V MGT (22) 10d Commons -to Wood Member - 1/2" diameter or Larger Threaded Rod per Accompanying THIS DOCUMENT 15 AN INSTRUMENT OF ENGINEER'5 SERVICE FOR OTHERS FOR CON- STRUCTION OF PROJECT AS TITLED BELOW. INFORMATION DERIVED FROM THIS INSTRUMENT CAN NOT BE USED FOR OTHER WORKS UNLESS 4L17l-IORIZED, 51' THE ENGINEER WITHOUT INFRINGEMENT OF LEGAL RICxHT5. REV DESCRIPTION 1 2 - 3 - 4 - Builders FirstSource of Jacksonville lnc. 6550 Roosevelt Blvd. Jacksonville, FL 32244 Tel 904.772-6100 Fax 904.317-2835 II LLJ�--U--k V V DRAWN SAM CHECKED LAP SCALE 3/leo DATE 4.25.03 JOB NO. J42145 SQ.FT, 2-110/3310 0 ;TIF1�, STATE OF W ejY pLt)Itilti�'^�Q�*� O.NA L �s SHEET of j Note on Page 51. HGT-2/3 (8) 10d to Truss - 1/2" diameter or Larger Threaded Rod per Accompanying Note on Page 51 NGT -4 (11 10d to Truss'- 1/2" diameter or Larger Threaded Rod per Accompanying Note on Page 51, HTTIr (18) III Sinkers to Wood Member - 1/2" dimaeter or Larger Threaded Rod per Accompanying Note on Page 51, HTT22 (32) 111 Sinkers to Wood Member - 1/2" dimaeter or Larger Threaded Rod per Accompanying Note on Page 51 Builders w v''"�'L Builders Bat, Blown/, 4- Foy FirstSource W [LI � FirstSource I �)Iv 7/16" APA, OR TECO RATED SHEATHING ON ROOF DECK WITH 8d NAiLS AT 4" O.C. AT ALL SUPPORTED PANEL EDGES AND 8" O.G. IN FiELD. (6) 1-1/4" GALV. ROOFING NAILS m EACH SHINGLE TO APPROVED TRUSS-Tli CONNECTORS_ UPLIFTS > 1000 SEE STRUCTURAL PLAN, UPLIFT (LBS) - _CONNECTION - 0-46S (1) H5 W/ (4) Sd/END — - - --- 0-145 W/ _ CEJ HS C5J 10 /2 La x 1-I VEND 465-930 (2) H5 W/ (4) 8oUEND/EA. -^ 145-1000 (2) HS W/ (5) loci x 1-1/2"/END/EA, 2x4 *2 SYP STUDS m 12'-6 12" O/C 2x6 *2 SPF STUDS m 16" O/C _ 0-1000 (1) H16/Hi65 W1 (10) led x 1-1/2" TO TOP PL` 0-1000 (1) MTS12 W/ (7) led x 1-1/21/END - STUD WALL SPECIFICATIONS e HT. (FT) _ STUD SCHEDULE 4 0»9'-1 1/8" -- 2x4 1°2 SPF STU— DS 16 O/C 0-10'-1 1/8" 2x4 n SPF STUDS_ a 12" O/C 0 -I1' -I 118" 2x4 *2 SYP STUDS m 12'-6 12" O/C 2x6 *2 SPF STUDS m 16" O/C (2) H5'S Og HS'S ORV 2x6 "2 SPF STUDS j 6" O/C RAFTER -TO -I£ CONNECTORS iiiiiiii�,.irriii►fir<isiriiiii�iiri��.iiiaiiiiiriiiii.�iiiiiiii t Fil 15 STUCCO, UN.O, AkiTHREADS *2 SYP PT BOTTOM e w/ SPH4/6/8 m 32" O/C OR WOOD-Tte RODE, m 6' O/C, 1/2"0x'1" EMBED A.B. w/2"4"xi/8" WASH 6t PJC W! EITHER SHOT PINS gRODO/C OR 16d CASE HARD$ m 18" O/C. -� a 32"o/c W/ 2x2x1/8" WASHER$ OR WOOD•Tle RODS m 4"c/c, WOOD+Tie RODS m INTERIOR, 6HEARUJALLS ADD EITHER 24"o/c SHOT PINS OR 16d CASE HARD NAILS st 18"o/c. *2 SYP PT BOTTOM R z PURL IN BOTTOM CHORD OF ALL 0_7' CI) W5,H8,HI6, Og MT512 TRUSS -TO -M CONNECTOR SEE (2) H5'S Og HS'S ORV TRUSSES WITH 1x4 SYP > 14' TRUSS SCHEDULE FOR , PRE-ENGINEERED ROOF PERPINDIGULAR TO TRUSSES m 6' 1'-8 1/2" CONNECTOR. TRUSS OR RAFTER 24" O/C w/ (3) led NAILS AT DBL. TOP PL. WITH (2)45 W1 (8)56. OVERHANGS HOLD-DOWN. EACH TRUSS - U.N.O. E�>GE i SPF STUDS i -STORY 2 -STORY STRUCTURAL PLAN) OR TRUSS LAYOUT IF 5Y5 42. ALL EXTERIOR WALL SHEATHING II I` CONNECTORS N01' i�GYD it SHALL 1116" APA. RATED SPHa/6/8 m 32°O/C og F A A/TECO RATES SHEATHING 15 NAILED INTO TOP lg_A5SEMBLY 4 (2) 2x4 *2 SYP TOP IS, PAS N W/ N SHEATHING WITH $d NAILS AT 6" WOOD-Tle RODS m 4' O/C 81-I�ATi-l;=D. (2) ROWS led m 12" O.C. (UN.O.) MIN. O.C. AT ALL PANEL EDGES AND w/ 3x3x1/8" WASHERS. 24" LAP W/ (12)106 IN LAP. SPH4/ro/8 8" O.C. IN FIELD (TYP-UNI 4-1/2" EMBED EPDXIED „ ON EDGES, 6 o/c IN FIELD W/ Sd. m 32" O/C OR WOOD+Tie RODS m 6' SHEATHING PANELS SHOULD BE ALL THREAD 4 3x3x1/8" O/C W/ 3x3x1/8 WASHERS. ORIENTED PERPINDIGULAR TO 112"$ x 4-V2" EMBEDMENT WEDGE 3110/c Sd NAIL. II ear. 11, ,... ANCHORS OR EPDXIED ALL IN THE EVENT THE CONCRETE CONTRACTOR OMITS THE RAFTER -TO -I£ CONNECTORS iiiiiiii�,.irriii►fir<isiriiiii�iiri��.iiiaiiiiiriiiii.�iiiiiiii t Fil 15 STUCCO, UN.O, AkiTHREADS *2 SYP PT BOTTOM e w/ SPH4/6/8 m 32" O/C OR WOOD-Tte RODE, m 6' O/C, 1/2"0x'1" EMBED A.B. w/2"4"xi/8" WASH 6t PJC W! EITHER SHOT PINS gRODO/C OR 16d CASE HARD$ m 18" O/C. -� a 32"o/c W/ 2x2x1/8" WASHER$ OR WOOD•Tle RODS m 4"c/c, WOOD+Tie RODS m INTERIOR, 6HEARUJALLS ADD EITHER 24"o/c SHOT PINS OR 16d CASE HARD NAILS st 18"o/c. *2 SYP PT BOTTOM R z LENGTH CONNECTOR 0_7' CI) W5,H8,HI6, Og MT512 T 14 (2) H5'S Og HS'S ORV Cl) W16 DL'i MTSI2 > 14' $EE, PLAN JACKS 7' AND SNORTER MAY Cy USE (4) loci. IN LIEU OF •.o - e o.. TRUSS -TO -1E CONNECTION �€ i. ° o/ e 4 a e ° d l 6 x 6- WIA x WIA WWF a -ALL CONCRETE MINIMUM FIN1bH �T. OR FIBERMESH - - 2500 I. COMPRESSIVE CsRADE " WATERPROOF BARRIER I STRENGTH 28 DAYS., FOOTING TO BEAR ON UNDISTURBED SOIL NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING, INSTALL ANCHOR BOLT,IF USED, WiTHIN 8" OF - I " MSTA24 W1 l9) 10d/END 0 ON STUD (2)2x4,12 SYP !- ASSEMBLY (TYP 4 m HEADER, 4 m SILL) BLOCKING (TYP) _ -------------- - iiiiiiii�,.irriii►fir<isiriiiii�iiri��.iiiaiiiiiriiiii.�iiiiiiii _CONNECTORS_ __ UPLIFT (LBS) CONNECTION /f •— HEADER (SIZE 465-930 (2) H5 W/ (4) ad/END/EA, 745-1000 USING 2x4 FRAMING UN.O_ I/2" ANCHOR BOLT A5 PER TYP. WALL SECTION. 4" SLAB W/8"x8" THICK- - ENED EDGE W/(1)04--\ 2x4 *2 SYP STUDS e 12"01C 2x6 *2 SPF STUpS m 16" O/G �RMNrtCZrJ. IN cxc.c55 vt= iro" AND UP TO 24" USE 2x4 SYP OUT LOOKER AT ICo"o/c CLIP TO II II 11II 01 PERPINpICULAR TO M TRUSSES m 24" O/C w/ (3) loci NAILS AT EACH TRUSS - U.N.O, II II It I{ II II MSTA24 W/ (9I loci NAILS/END W EA. SiDE OF EA. STUD ABOVE 6' 1'-8 1/2" _ PER CALLOUT ON 1 DBL. TOP PL. WITH (2)45 W1 (8)56. OVERHANGS HOLD-DOWN. E�>GE i C2) SPH4/6/8 CORNIER OF i -STORY 2 -STORY STRUCTURAL PLAN) OR TRUSS LAYOUT IF 5Y5 42. II I` CONNECTORS N01' i�GYD it i6" OR LESS USE 2x4 SYP OUT COKE " L RAT 24 BLOCK SHEATHING EDGES o/e WITH (UH5 W/ (6,e3d WITHIN 4' OF GABLE TRUSS ASTEN SHEATHING TO FRAMING AT 3" o% I LL *2 SYP EXCEPT A5 NOTED 02 5PF F A A/TECO RATES SHEATHING 15 NAILED INTO TOP lg_A5SEMBLY 4 MAY BE USED ILO * 2 SYP ONLY IF BOT( { SIDES OF FRAMINCs iS H£ADE{� W/ ll) ROW O� 81-I�ATi-l;=D. GARAGE (2) 5PH4/6/8 W/ 1/2"0 x I � 4-1/2" EMBED EPDXIED „ ON EDGES, 6 o/c IN FIELD W/ Sd. EDGES AND S" O.G. IN FIELD. PRE-ENGINEERED RO SYP �1 ALL THREAD 4 3x3x1/8" SPH4/6/8 m 32"o/c DOU BLE STUDS m EACH END 3110/c Sd NAIL. WASHER WITHIN 3" OF ­_ - ___ ® IN THE EVENT THE CONCRETE CONTRACTOR OMITS THE (6) 1-I/4" GALV, ROOFING TRUSS OR RAFTER PERPINDIGULAR 5TUD5/SPH4/6/8. � m TOP fE TO HDR. (2) MSTA24 W/ SWi II 11 OF SHEAR WALLS (1J4TT22 W! 5/8"4 x 5-1/2" NAiL THROUGH A.P.A, RATED SHEATHING INTO NO. 2 SYP FRAMING W/ ad A7 3° �_O.C. AT ALL EDGES AND INTO EACH PLY HPAHD22 EMBEDDED STRAPS, iT 15 ACCEPTABLE 03A0d/END/STRAP m EA END OF HEADER UN.O., EMBED EPDXIED ALL I I - CORNER OF GARAGE A.P.A. RATED SHEATHING TO MATCH ROOF SHEATHING OF EACH DOUBLE INTERIOR PLATE, 12" TO SUBSTITUTE (1) MST413 SERIES FLAT STRAP PER WALL SHEATHING SHALL BE 1116" I 1 II 11 (2)SPH4/6/8 W/ 1/2 " 0 x 4-1/4' (2)CSi6 KKK 0' O.C. ELSEWHERE. WALL LENGT >>i HEADER 4 JACKS TO(SEE DETAIL 6/61-2) FINISH HEADER II II FINISH nRAPE GRADE TYPICAL III-111ii _ 11': 2x4 STUDS-------- --- k TO-STUD, -V - TO 14': 2x6 SPF*2 t _ I I I�L-Ill=I I E="A STUD -TO -SHOE, TO Ili 2x6 SYP*2 HTT22 W/ 5/8"4 ALL -I �l I r=I (-I 1� III -I i- I - -" I -+ I 1=1 11- I I=1 I-'1 I I-III=I I= SHOE-TO-FOUNDATIONTHRIEAD (S 1/211 FE 16': 2xS SYP*2 EMBEDMENT) CTYP) 1=11 I IIS-- I I- 'I ! 11 I Il (I' ._" A RE -I, NG =NPuAli DIP'9EN510N14NG OF FOOTINGS.RPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR N 1 N T T WOODMe A WORIN[s F20D5 5Tl TYPICAL WALL SECTION 5T1 SLJB - SPECIAL SI-IEARLJALL DETAIL5T1 YP C G R G DOOR OPENING DETAIL� sTl GABLE END BALLOON FRAMING DETAIL I'-0" 1/2" 1'-0" 1/2" 'SWI + SW2 SHEAR WALLS REQUIRE MIN, 48" OVERLAPS / W/ MIIq, (24) -IVx3" NAiLS *TOP PLATE SPLICES OR (2 z 1 11 APPROVED_ TRUSS-TO-12 h (ft) MIN. w 7' 2'-I" _CONNECTORS_ __ UPLIFT (LBS) CONNECTION cR �i✓c yr vrcivnv s +HPAHD22 NOT REQ'D m THIS LOCATION 1F -� •— HEADER (SIZE 465-930 (2) H5 W/ (4) ad/END/EA, 745-1000 USING 2x4 FRAMING UN.O_ I/2" ANCHOR BOLT A5 PER TYP. WALL SECTION. 4" SLAB W/8"x8" THICK- - ENED EDGE W/(1)04--\ 2x4 *2 SYP STUDS e 12"01C 2x6 *2 SPF STUpS m 16" O/G �RMNrtCZrJ. IN cxc.c55 vt= iro" AND UP TO 24" USE 2x4 SYP OUT LOOKER AT ICo"o/c CLIP TO II II 11II WOOD-Tls ROD l2" MAX. FROM JACK/STUDS) PERPINpICULAR TO M TRUSSES m 24" O/C w/ (3) loci NAILS AT EACH TRUSS - U.N.O, II II It I{ II II MSTA24 W/ (9I loci NAILS/END W EA. SiDE OF EA. STUD ABOVE 6' 1'-8 1/2" _ PER CALLOUT ON >SPH4/6/8 PLATE DBL. TOP PL. WITH (2)45 W1 (8)56. OVERHANGS HOLD-DOWN. E�>GE I AL FRAMINCc MATERIAL t0 BE C2) SPH4/6/8 CORNIER OF i -STORY 2 -STORY STRUCTURAL PLAN) OR TRUSS LAYOUT IF 5Y5 42. II I` CONNECTORS N01' i�GYD (1X,916 i6" OR LESS USE 2x4 SYP OUT COKE " L RAT 24 BLOCK SHEATHING EDGES o/e WITH (UH5 W/ (6,e3d WITHIN 4' OF GABLE TRUSS ASTEN SHEATHING TO FRAMING AT 3" o% I LL *2 SYP EXCEPT A5 NOTED 02 5PF F A A/TECO RATES SHEATHING 15 NAILED INTO TOP lg_A5SEMBLY 4 MAY BE USED ILO * 2 SYP ONLY IF BOT( { SIDES OF FRAMINCs iS H£ADE{� W/ ll) ROW O� 81-I�ATi-l;=D. GARAGE (2) 5PH4/6/8 W/ 1/2"0 x I � 4-1/2" EMBED EPDXIED „ ON EDGES, 6 o/c IN FIELD W/ Sd. EDGES AND S" O.G. IN FIELD. PRE-ENGINEERED RO SYP ALL THREAD 4 3x3x1/8" SPH4/6/8 m 32"o/c DOU BLE STUDS m EACH END 3110/c Sd NAIL. WASHER WITHIN 3" OF ­_ - ___ ® IN THE EVENT THE CONCRETE CONTRACTOR OMITS THE (6) 1-I/4" GALV, ROOFING TRUSS OR RAFTER PERPINDIGULAR 5TUD5/SPH4/6/8. � m TOP fE TO HDR. (2) MSTA24 W/ SWi II 11 OF SHEAR WALLS (1J4TT22 W! 5/8"4 x 5-1/2" NAiL THROUGH A.P.A, RATED SHEATHING INTO NO. 2 SYP FRAMING W/ ad A7 3° �_O.C. AT ALL EDGES AND INTO EACH PLY HPAHD22 EMBEDDED STRAPS, iT 15 ACCEPTABLE 03A0d/END/STRAP m EA END OF HEADER UN.O., EMBED EPDXIED ALL I I - CORNER OF GARAGE A.P.A. RATED SHEATHING TO MATCH ROOF SHEATHING OF EACH DOUBLE INTERIOR PLATE, 12" TO SUBSTITUTE (1) MST413 SERIES FLAT STRAP PER WALL SHEATHING SHALL BE 1116" II 11 (2)SPH4/6/8 W/ 1/2 " 0 x 4-1/4' (2)CSi6 5W2 O.C. ELSEWHERE. HPAHD22, FACE MOUNT THE I I EMBED EPDXIED ALL APA, RATED SHEATHING WITH 8d f ,SHEATHING N O� COVER LOWER t2 OF TOP lE NAILS ATEACH 2x * BL P 2 SYP D.TOPL, (SLPED) O T11 FOR OTHER UPLIFT HARDWARE STRAP TO THE FOUNDATION WITH EITHER (4J 112"0 NAILS AT 3" OC, AT ALL PANEL EDGES AND 8" OZ, IN FIELD WASHER.• 11 II ASSEMBLY AND CONNECTIONS, SEE TYPICAL WALL SECTION AND TYPICAL EPDXIED ALL THREADS W/ (TYP-U.N.O.). SHEATHING PANELS II Il A) IP ARP PRO Y PE NAILED TOGETN 1/16" A, RATED SHEATHING WITH HEADER FRAMING DETAIL, 4 I/4" MIN. EMBEDMENT OR (16) 3/ 3/4" TAPGON 16"0x 1 (2) * 2 SYP TOP iE. FASTEN W/ (2) SHOULD BE ORIENTED PERPINDIGULAR TO FRAMING 9), TRUSS CLIPS/5TRA1c5 AS DBL STUDS AT THE .PA Sol m6" o!c ALONG ALL PANEL AT DOUBLE INTERIOR ANCHORS, FASTEN STRAP 70 MEMBERS, U.N.O. II AIRE TTACH�O BOTH tP 5 EDGES ND 8" o/c IN FIELD. BLOCK 1/2" GYP ALL EDGES (CONTINUE STUDS 4 SHEATHING PLATE CKING, NAIL STUDS W/ ,201166, JACKS PER PLAN II II TRUSSES/RAFTERS FOUND TO UNDERSIDE OF OUTLOOKERS) FIRST7 TO S FIRST PLATE TO SECOND PLATE W/ TRUSS SCHEDULE FOR 3"x3"xl/B" WASHER m 4"o% SHEATHING TO BE ORIENTED PERP. CZJ ROWS 126 COMMONS AT all O.C. 3 KING STUDS EACH iMIN. TO FRAMING MEMBERS, ZPURLIN CONNECTOR. SIDE OF OPENING WHEN CEILING HEIGHT VARIES 51 £ D PANEL HEIGHT TO WIDTH REQUIREMENTS HPAH022 W/ (23)16d TO STUD ACSMEBLY (2) -� U5 2 INC x6 FRAMING, 5 KING]]I STUDS EACH SIDE WHEN II BOTTOM CHOiiii OF ei I Tr r5Ac5 nor J I n. a WALL LENGT >>i HEADER 4 JACKS TO(SEE DETAIL 6/61-2) FINISH HEADER II II FINISH nRAPE GRADE TYPICAL III-111ii _ 11': 2x4 STUDS-------- --- k TO-STUD, -V - TO 14': 2x6 SPF*2 t _ I I I�L-Ill=I I E="A STUD -TO -SHOE, TO Ili 2x6 SYP*2 HTT22 W/ 5/8"4 ALL -I �l I r=I (-I 1� III -I i- I - -" I -+ I 1=1 11- I I=1 I-'1 I I-III=I I= SHOE-TO-FOUNDATIONTHRIEAD (S 1/211 FE 16': 2xS SYP*2 EMBEDMENT) CTYP) 1=11 I IIS-- I I- 'I ! 11 I Il (I' ._" A RE -I, NG =NPuAli DIP'9EN510N14NG OF FOOTINGS.RPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR N 1 N T T WOODMe A WORIN[s F20D5 5Tl TYPICAL WALL SECTION 5T1 SLJB - SPECIAL SI-IEARLJALL DETAIL5T1 YP C G R G DOOR OPENING DETAIL� sTl GABLE END BALLOON FRAMING DETAIL I'-0" 1/2" 1'-0" 1/2" 'SWI + SW2 SHEAR WALLS REQUIRE MIN, 48" OVERLAPS / W/ MIIq, (24) -IVx3" NAiLS *TOP PLATE SPLICES OR (2 z 1 11 APPROVED_ TRUSS-TO-12 h (ft) MIN. w 7' 2'-I" _CONNECTORS_ __ UPLIFT (LBS) CONNECTION cR �i✓c yr vrcivnv s +HPAHD22 NOT REQ'D m THIS LOCATION 1F -� I 465-930 (2) H5 W/ (4) ad/END/EA, 745-1000 USING 2x4 FRAMING UN.O_ I/2" ANCHOR BOLT A5 PER TYP. WALL SECTION. 4" SLAB W/8"x8" THICK- - ENED EDGE W/(1)04--\ 2x4 *2 SYP STUDS e 12"01C 2x6 *2 SPF STUpS m 16" O/G 0-1000 _ II II 11II WOOD-Tls ROD l2" MAX. FROM JACK/STUDS) PERPINpICULAR TO M TRUSSES m 24" O/C w/ (3) loci NAILS AT EACH TRUSS - U.N.O, II II It I{ II II MSTA24 W/ (9I loci NAILS/END W EA. SiDE OF EA. STUD ABOVE 6' 1'-8 1/2" 5' 1'-5" 4' 1'-2 1/2" _ WALL LENGT >>i HEADER 4 JACKS TO(SEE DETAIL 6/61-2) FINISH HEADER II II FINISH nRAPE GRADE TYPICAL III-111ii _ 11': 2x4 STUDS-------- --- k TO-STUD, -V - TO 14': 2x6 SPF*2 t _ I I I�L-Ill=I I E="A STUD -TO -SHOE, TO Ili 2x6 SYP*2 HTT22 W/ 5/8"4 ALL -I �l I r=I (-I 1� III -I i- I - -" I -+ I 1=1 11- I I=1 I-'1 I I-III=I I= SHOE-TO-FOUNDATIONTHRIEAD (S 1/211 FE 16': 2xS SYP*2 EMBEDMENT) CTYP) 1=11 I IIS-- I I- 'I ! 11 I Il (I' ._" A RE -I, NG =NPuAli DIP'9EN510N14NG OF FOOTINGS.RPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR N 1 N T T WOODMe A WORIN[s F20D5 5Tl TYPICAL WALL SECTION 5T1 SLJB - SPECIAL SI-IEARLJALL DETAIL5T1 YP C G R G DOOR OPENING DETAIL� sTl GABLE END BALLOON FRAMING DETAIL I'-0" 1/2" 1'-0" 1/2" 'SWI + SW2 SHEAR WALLS REQUIRE MIN, 48" OVERLAPS / W/ MIIq, (24) -IVx3" NAiLS *TOP PLATE SPLICES OR (2 z 1 11 APPROVED_ TRUSS-TO-12 UPLIFTS > 1000 SEE STRUCTURAL PLAN. _CONNECTORS_ __ UPLIFT (LBS) CONNECTION 0-_465 CI) H5 W/ (4) Sd%END---- — 0-145 CI) HS tU/ C5J 10d x I-1/d"/END 465-930 (2) H5 W/ (4) ad/END/EA, 745-1000 !2) HS W/ l5) led x 1-1/2"/END/EA, 2x4 *2 SYP STUDS e 12"01C 2x6 *2 SPF STUpS m 16" O/G 0-1000 _ (1) 141 tU/ 110) loci x 1-1/2" TO TOP PL. 0-1000 (1) MT512 W1 (1) 10d x 1-1/2"/END B/BTU WOOD -71E ROD MAY BE STUD WALL SPECIFICATIONS 1E HT, (FT) STUD SCHEDULE -- - 0-9_i ii/8" 2x4 *2 5PF STUDS m Vo" O/C 0-10'-i 1/8" 2x4 *2 SPF STUD$ 9 12" Olt - !G0 0 -111 -1 -Ii' -1 i/8" 2x4 *2 SYP STUDS e 12"01C 2x6 *2 SPF STUpS m 16" O/G SEE PLAN — 2x6 *2 SPF STUDS 16"O%G / 2x4 O2 SYP OUTLOOKER ( HEADER PER STRUCTURAL�{ 'OVERHANGS < 16" m 2411,1W! (1) H5 e EACH OUTLOOKER 70 TOP CHORD OF CsASLE TRUSS PLAN OR TRUSS LAYOUT 'OVERHANGS 16" > 24" m 16"o/c W/ C2) H5 EAC NAIL THROUGH A,P.A, OR TECO RATED SHEATHING 5T1 CJT1 BLOCK SHEATHING EDGES OUTLOOK= TO TOP CHORD OF GABLE TRUSS S�# INTO NO, 2 SPF FRAMING PER SHEAR WITHIN 4' OF GABLE TRUSS WALL TABLE, ` FASTEN SHEATHING TO FRAMING APA. OR TECO RATED SHEATHING FASTENED TO l2J!`i5TA24 W/l9Jl0d /END FRAMING PER SHEAR WALL TABLE 1116" APA, OR TECO RATED _RAFTER-TO-iE LENGTH CONNECTOR - ,0-7' (l) H5,HS,Hi6, OB MTSI2 1'- 14 (2) H516 OL HS'S OR (U H16 OR MTS12 > 14' SEE PLAN — SHEATHING ON ROOF DECK Pi BOTTOM B/BTU WOOD -71E ROD MAY BE USED IN LIEU OF ANY SPECIFIED HOLD-DOWN. E�>GE WITH 8d NAILS AT 4" O.C. AT CHORD OF ALL FIELD i -STORY 2 -STORY SW I WALLS > 15' LONG: NONE (1X,916 6,, S ALL SUPPORTED PANEL TRUSSES WITH 1x4 STRAP (2) 5PH4/6/8 W/ 1/2"0 x 4-1/2" EMBED EPDXIED EDGES AND S" O.G. IN FIELD. PRE-ENGINEERED RO SYP ALL THREAD 4 3x3x1/8" DOU BLE STUDS m EACH END WASHER WITHIN 3" OF (6) 1-I/4" GALV, ROOFING TRUSS OR RAFTER PERPINDIGULAR 5TUD5/SPH4/6/8. � SWi 3 OF SHEAR WALLS (1J4TT22 W! 5/8"4 x 5-1/2" C3JG5I6 NAILS m EACH SHINGLE TO - TO TRUSSES m 24" EMBED EPDXIED ALL STRAPS THREAD. SHEATIN O/C w/ (3) ted (2)SPH4/6/8 W/ 1/2 " 0 x 4-1/4' (2)CSi6 5W2 I I EMBED EPDXIED ALL STRAPS NAILS ATEACH THREAD W/ 3x3x1/8" WASHER.• TRUSS - U.N.O. HEADER KING STUDS MAY SERVE (2) * 2 SYP TOP iE. FASTEN W/ (2) AS DBL STUDS AT THE ENDS OF ROWS told12"o/c (UN.O,) MIN. 24" LA SPH4/6/8 m 32"o/c OR SHEARWALL5 TRUSS-TO-ieC,ONNECTOR SEE W/ (12)106 IN LAP. WOOD -Tie RODS W1 TRUSS SCHEDULE FOR 3"x3"xl/B" WASHER m 4"o% CONNECTOR. CONNECTORS _RAFTER-TO-iE LENGTH CONNECTOR - ,0-7' (l) H5,HS,Hi6, OB MTSI2 1'- 14 (2) H516 OL HS'S OR (U H16 OR MTS12 > 14' SEE PLAN — SPH4/6/8 m 32 0/c SPF STUDS STUDS PER PLAN OR WOOD -Tie RODS W/ 311x3"xt/8" WASHER m 6"o/c *STRAF'P1NCx, iE SHEAR WALL !3d COMMON HOLD DOWN m END $ IN ADDITION * NAILING TO TYP. WALL SECTION (A/5T1 4 SPACING B/BTU WOOD -71E ROD MAY BE USED IN LIEU OF ANY SPECIFIED HOLD-DOWN. E�>GE FIELD i -STORY 2 -STORY SW WALLS > 15' LONG: NONE (1X,916 6,, S REQ'Dt WALLS < 15' LONG= STRAP (2) 5PH4/6/8 W/ 1/2"0 x 4-1/2" EMBED EPDXIED ALL THREAD 4 3x3x1/8" WASHER WITHIN 3" OF 5TUD5/SPH4/6/8. � SWi 3 8 (1J4TT22 W! 5/8"4 x 5-1/2" C3JG5I6 EMBED EPDXIED ALL STRAPS THREAD. (2)SPH4/6/8 W/ 1/2 " 0 x 4-1/4' (2)CSi6 5W2 S EMBED EPDXIED ALL STRAPS THREAD W/ 3x3x1/8" WASHER.• FROM SEAM TO POST BUILT-UP OR BOXED COLUMN MAY JAT 3"/6" O.C. W1 8d NAiLS, CENTER STRAP m JOINT 1$E USED IN LIEU OF 4x4 OR ii U.N.O. ON STRUCTURAL _ PLAN. USE 4piy *2 SYP OR 5ply *2 SPF 2x4 (4) .131x3" ICE Og ENDA.F.A. OR TECO RATED BUILT-UP COLUMN I.L.O 4x4 NAILS is i o kCH SHEATHING TO MATCH OUTLOOKTO Top Ii ROOF SHEATHING -COLUMNS GREATER PT O2 SYP 4x4 POST USE $ply *2 SYP OR 5ply *2 SPF 2x6 GABLE TOP CHORD BUILT-UP COLUMN I1.0 6x6 THAN 10' THOSE Q SUPPORTING RACE 2x L-BON GABLE VERTICALS AS IN £ ESPECIFIED BY TRUSS MANUF. (MIN. 2x4 *2 PRODUCT! USE P7 *2 ODUCT� tJ SPF W/ 6"o/e .131x3" NAiLS m MAX 24"0/c). - / UWOOD J[ SYP 6x6 POST, IUN.O. ON STRUCTUr RAL PLAN) 1 GABLE TRUSS �" �" " '- '� - (2) *2 SPF 2x4 m EA. CORNER to I.L.O. 4x4 POST. (3) *2 SPF Q 2x4 -B ING T MI PA ND T CLIP END OF LATERAL BRACE' TO GABLE 2x4'5 m CORNERS DIRECTLY BOTTOM CHORD WITH (2) CLIPS, POST TO SLAB CONNECTION( BENEATH BEAM WHEN 6x6 IS t j A R 1001NT OF GA13 E "X" H5 WITH Ali OR A5U66 W/ I REQ'D. CES iNWA IN. 8' 4 AT H EA GABLE BOTTOM CHORD t0 TOP PP W/ MSTAIS (12) 166 1/2"4x4 1/4" EMBED DJACENT TRU6 W/ l3) ,131x3" STRAP W/ (1) 10d/ENO m 46"o/c Ol .131x3" TOE EPDXIED ALL THREAAD QSI HTTI6 4 5!8"4x5-112" "X" INC SPACING - (1) HTTI6 4 518"4 x 5-1/2" EMBED EPDXIED v < 4/12 PITC = 8'o/c NAILS TO TOP IS m 3"o/c-STAGGERED A5 REQ'p, ALL THREAD m *2 SYP LEDGER FASTENED EMBED EPDXIED ALL x 4/12 < 7/12 IGH = 6'o/c 1/16" A.P.A. OR TECO RATED SHEATHING W/ 8d NAILS THREAD. I -_'_ — _-_" EACH QR TO 16" o/c STUDS w/ .131x3" LL > 1/12 PITC = 4'o/c a 6" O.C. ALONG APANEL EDGES AND S" O.C. IN _ ALTERNATIVE A$ GUN NAILS m EA STUD NOTE5: I -- SHOWN DN (TRUSS -TO -LEDGER FIELD. BLOCK ALL EDGE5 (CONTINUE SHEATHING GONNEGTORS, CLIPS, ( STRUCTURAL PLAN. CONNECTOR SPECIFIED TO MIDPOINT OF GABLE BOTTOM CHORD) U 5/16" HARD( -PANEL 15 PERMITTED A5 SUBSTITUTION ' . 'C s " ° A$ S AND lUOOD•Tie FOR RATED SHEATHING ON EXTERIOR c BY TRU55 ENGINEER) -- ` RODS ARI= N07 REQ'D WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN /\// °° \//\/\//\//\/�\�/�/\ JACKS 1' AND SHORTER MAY A.P.A, OR TECO RATED a INTERIOR RARING \/\\ /\/\/\/\/\///\/ BEAM ABOVE USE (4J 106 IN LiEU OF TRU95-TO-1E C,ONNEGTION SHEATHING OVER SPF STUDS UJALI-5 SUPPORTiNCs 2) OPENINc35 IN SHEAR WALL SEGMENTS PERMITTl=D ONLY ///// \//\//\//�/' I " 2x4 *Z SYP LATERAL BRACE AT 48"a/c, IF FIRST OUTLOOKER 15 MORE \\ \ /\\/\/�\/ TE A.P.A. OR (3J •'12x3" NAILS THROUGH BRACE INTO THAN 32", FROM FASCIA, USE ONLY FLOOR LOADS, LHOLD DOUA�15 IF SHOWN ON THE FRAMING PLAN, REFER TO DETAIL //\/\/\/\/\ \ TECO RATED THAN x 3 m FIRST OU CI R ONLY STUD WALLS WITH BRICK VENEER FOOTING (5EE TYPICAL WALL SECTION) PER TABLE D/STI, /�\�/\\�/ //\//\, ' SHEATHING W! LEDGER 4 CONNETION SCHEDULE (PEr'� TRU55) EACH TRUSS BOTTOM CHORD. EXTEND FOOTING (SEE FOUNDATION RV* 0-176, 2xto w/(5) NAILS a EACH STUD, BRACE TO FOURTH INTERIOR TRUSS. OPTION: SECURE BRiCK VENEER I 6"/12"o/c 8d VERTICAL ALL EXTERIOR WALL SHEATHING 3J HTT22 5f°EGIFIED FOR SWI MAY BE SUBSTITUTED WITH \�/` PLAN FOR SIZE) NAILING - 4 SIDE$ ' 711-1241,,,.2x8 w/(8J NAILS m EACH STUD, M5TAi8 STRAP m e 4 TD WOOD FRAME w/ GALV, TIES m *2 SYP BOTTOM IE W/ l2) ROWS OF 106 16"o/c HORIZONTAL 4 32"o/c NAILS m 12"o/c, STAGGERED. SHALL BE Sd NARILASTAT 6" HPAHD22 W/(23J16d I RV 1242-1862,2x12 w/(12) NAILS m EACH STUD, TTP. PORCI4 POST 4 ALT. BOXED 4Vo% OR .131x3" O.G. AT ALL PANEL EDGES AND E 5�--�EA� ALL ASSEMBLY DETAIL I TOE NAILS 8" O.G. IN FIELD CTYP-UN.OeL 3/4" T4G PLYWOOD - SHEATHING PANELS SHOULD BE g1 j „ _ BEAM FRAMING DETAIL I COLUMN DETAIL TRUSS LEDGER DETAIL sTl GABLE END BRACiNCx DETAIL NAIL SHEATHING TO BOTTOM 12 6"/6"o/c 106 NAILS 4 GLUE ORIENTED PERPINpICULAR TO 1/2 - 1 -� 1/211=1'-�" - ( 1/2u=1i_�n 1tt=1._Oil 1/2„ _ 1t_0tt AND BAND BOARD PER iaEQ'D W/ LIQUID NAIL OR EQUAL. FRAMING MEMBERS IF EXTERIOR SHEAR WALL EDGE NAILING, FiNISH I$ STUCCO, UN.O, (2) .131x3" NAiLS/7OE-NAIL5 FROT f NAILER TO HDR OR JACK STUD, TRUSS TOP CHORD STRAP ACROSS JOINTS IN USE 48" STRAPS 11.0. BAND BOARD W/ I L / ENDA24 SPECIFIED 40" STRAPS W/ !9J 106 NAILS /END " HORIZONTAL 2x4 SPF *2 IF LOOR DEPTH R 16 WOOD'TIE ROD FROM ABOVE, NAIL SHEATHING TO TOP (NOT REQ'D WHEN U51NG HEADER PER SECURED TO BEAM VIA HTTI6 W/ BLOCKING STUN TRUSS 14 PER REQ'D SHEAR WALL U100D'TIE RODS) STRUCTURAL II l4Jlod m KiN'G 118)166 NAILS, MIN, EDGE NAILING PLAN STUD -TO -HEADER, CONT 2x4 (MAYBE OMITTED IF (1) MSTA18 15 USED WOOD -TIE ROD THROUGH BEAM SECURED VIA WOOD+TIE ROD 4 _ EACH END AND FROM BLOCK -TO BLOCK ACROSS EA, TRUSS) CENTERi INEOF BEAM W/ / (U H1*1`I6 W/ (IS)16d (MAY BE ROTATED 3x3xi/8" WATER 4 NUT. // 180' TO CONCEAL FLANGE) FLOOR T12U59 OR [-JOISTS 106 m 6"o/c FROM ATTACH 2ND FLOOR STUDS TO UPPER FLOOR STUDS TO LOWER I EACH PLT, IST FLOOR 57UD5 OR FLOOR BEAM W/ 40" LENGTH (48" IF FLOOR STUDS OR LOWER FLOOR TRUSS -TO -IE AND Ali OR TECO RATED CONT. 2x4 TO 2x4 FLOOR DEPTH iE 16") OF CSl (2) * 2 SYP TOP e, BEAM WITH 40" LENGTH OF CS16 e -TO -STUD CONNECTOR SHEATHING W/ (1) ROW OF $TRAPS is 32" O/C W/ (i1) 10 FASTEN W/ (2) ROWS 106 STRAPPING w/(11)l0d/END. SCHEDULE FOR SPACING ATTACH FIN OF WINDOW 11� 8d NAILS 3" O.C, AT TOP BLOCKING HORIZONTAL 2x4 CFF *2 ci/END (CENTERED ON FLOOR SPF STUDS 12"o/c W/ MIN. (12) loci IN CENTERED ON FLOOR SYSTEM CONNECTOR (SHEET STI) TO HDR / NAILER (INTO i£'S) AND BOTTOM ` SYSTEM) OR USE WOOD+Tie LAP (U.N.O,) MIN. 24" LAP QS WOOD -Tee RODS m 4'o/c. (INTO HEADER). NO SPH'S SECTION BLOCKING LSTWN TRUSS RODS 0 6' O/C (4' O/C m 2X4 *2 SPF NAILER II REQUIRED W/ UPLIFTS UP i INTERIOR WALLS), CONTINUE SPF STUDS ALL JACKS TO HEADER: JACK AND KiNG STUDS, TO 1000*/TRUSS. IF TRUSS ROOF SHEATHING A.P.A. OR TECO RATED I UPLIFTS EXCEED 1000*, s QUANTITY/SIZE/GRADE/SPECIES M5TAI8 W/(6)10d IN QUANTITY PER CALLOUT i SHEATHING OVER SPF STUDS EACH TRUSS MUST BE OF STUD COLUMN SPECIFICATION HEADER, !6)104 IN JACK. ON STRUCTURAL PLAN. WOOD BEAM CONNECTED TO THE ° CONTINUOUS 2x4 SPF *2 U1/ (3J LJ OD*TIE BEAM CONNECTION ALTERNATIVES ON STRUCTURAL SHEET (51 OR *2 SYP PT BOTTOM it w1 SPH4/618 m I/2"4 x 4-1/2" EMBEDMENT WEDGE 11 HEADER, SEE $I CON NAILS 70 EACH TRUSS 52) THROUGH FLOOR SYSTEM TO 32"c/c OR WOOD -Tee RODS •m 6'o/c. ANCHORS OR EPDXIED ALL ----- ` -- ----- --- ----- ----- --- ---- ENGINEERING SHEET. - ---- - VERTICAL 4 a 6"o/c ,131xE1" 1/2'1 _ 1,_0„ FOUNDATION P 4ND ADD !I) CS16 BOW WINDOW NAILS TO INTERMEDIATE - PER PLY ACROSS FLOOR THREADS m 32"o/c W/ 2x2x1/B" TRUSS TOP CHORD WASHERS OR WOOD*Tle RODS m OPTION FASTEN ADJACENT NAILS TO I ADD (1J IATIE B SYSTEM (OR WOOD+Tie RODS „ „ „ 4"0%. WOOP,Tie RODS m FASTEN ADJACENT KINGS KINGS AND JACKS W/ (2)A, CONT. TO FOUNDATION). 112' 4x7 EMBED A,B• w/2 x2 x118 II STRAP W/ (1) led/END m EA. WASHER AT 32"o/c OR 1/2110 WOOD+TIe INTERIOR. 5HEARWALLS ADD AND JACKS W/ (2) ROWS ROWS OF loci 6 1 HEEL/END VERTICAL / SPLICE (CONT. 2x4 MAYBE �,, (3) ROWS OF led NAILS m RODS m 6'o/e W! SHOT PINS m 24"o/e EITHER 24"o/c SHOT PINS O$ 16d OF led m 8"O.C' WOOD -TIE ROD ADJACENT OF TRUSS z OMITTED IF (1) M5TA18 IS 11SED cv * cv (1) ROW OF loci NA(Lb m = 8" O.C., STAGGERED AS y 4" O.G. STAGGERED, 1 CN s s 6H40WN, £A PLY, CASE HARD NAILS m IS"o/c. TO KING STUDS EACH CEDE FROM 5LOCK-70 BLOCK , 1/4" OFF 4i OF 2x6. OR 166 CASE HARPS m 18 0%, r OF OPENING > 6'-0" . ACROSS EA. TRUSS) s (l) RDW OF led NAILS m 6' O.C. e a +1/16 AliOR TECO RATED SIRED, WITHIN 3/4" OF sTl 1 C✓/S" : s ALL JACKS TO BOTTOM II OPENINGS GREATER THAN CEI ERLINE of 2x4 SHEATHING W/ 6 /8 0% Sd NAILS v .4 .° a 1E: SHP416/8 PER JACK 6' USE 1/2"4 OR 3/8"4 - BLOCK ALL PANEL EDGES. FINISH o p a o4. ANCHORS AT 48" D.C, OR 2 i�I s GRAPE I ( "d 6 x 6 - Wt4 x WIA WWF I 114"0 TAPCON9 AT 32" O.C, OR FiBERMESH y ii WATERPROOF I 777i, SC BARRIER 2500 Pbi COMPRESSIVE 11/2 u a V + L CDC T MINIMUM TRU98• lE CONNECTOR. DOUBLE TOP If? OF WALL e SEE TRi15b HEDULE FOR y m 28 DAYS,, OOTING (SE£ TYPE 6 SCE 4 L /STI) y e FOOTING TO BEAR ON UNDISTURBED SOIL STRENGTH TYP FOUNDATION NOTE: MASONRY STEMWALL, MAY BE USED IN LIEU OF MONOLITHIC FOOTING, INSTALL ANCHOR BOLTS DETAILS) �j00 (IF USED) WITHIN 8" OF BEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS iN SEARING 5TUD5 / SHEAR WALL -! 1 1/Z" '2 SPF OR SYP 2x6 ZII WALLS. SEE TYPICAL CONCRETE SECTioNb FOR REINFORCING AND DIMENSIONING OF FOOTINGS. TRADITIONAL METAL CONNECT W000li ie ,A►NCHORING RODS SUIL�T—UP COLUMN B M BRACING OF TRUSS PEELS *2 SPF OR SYP,2x4 PLATE HGTS. UP TO 1E,'-11/SI' "2 SPF OR SYP2x8 5T1 MULTI -STORY TYPICAL UJ,4LL SECTION sTl TYPICAL OPENING FRAMING D�_TAIL - U.N.O. I' FASTEN WALL AL FRAMING -LAN F RHUMBW1 MIN Rt's O PLABULTTE sf= C o 2 -�" Sl`1 COVER 16 TALL) AT S�-IEA-' WALLS �uiLT-UP coLurN PLAT(= {-{CxTS, UP TO 12'-I 1/S" SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. 1/211 - i � -oil 12" O/C OR GYPSUM -TO -POST W/ MIN 5d's m 4" 01 1/211 = 1'-011 *TYPICAL CONNECTIONS 4 STUD MULTIPLE PLY POST CONNECTIONS BE COLUMNS. JACK -TO -KING STUD - BE B BOTTOM CHORD MAY BRACED WITH EITHER CIJ WOODTOP PLATE MAY BE 466EMBLIES CORNER POST ETC - 'Tia ROD ADJACENT TO STUD POST IF PORCH REAM 15 1�n = Im_0u THE Ix4 METHOD OR THE CONVENTIONAL LUMBER (2x8, 2x10, 2x12, ETC). CU WOOD -TIE ROD NOTCHED TO ALLOW PORCH ROOF SHEATHING SUPPORTED EDGE METHOD 15 ADEQUATE EiTHE ADJACENT rO EACH SIDE OF POST IF PORCH BEAM IS BE=AM TO BE LET IN TO ENGINEERED LUMBER (L5L, LVL, PETC.) WALL PROVIDED THAT (U NAILING PER PLAN DOES NOT DEPEND ON THE SL, 2x4 *2 SPF PO:iT iS ADDED DETAIL TO BE FOLLOWED TALL WOOD" 'Tie DIMENSION. SEE TRUSS ENGINEERING FOR MAX TO EACH SIDE OF PORCH The WOOD Tie Anchoring Rod System consist ofvertically oriented'/x" diameter, A307 threaded steel rods LOCATIONS WHERE EXTER WALL o% SPACING OF SRACIN'Cs-SEE BEAM TO SUPPORT TOP tl?. secured to the foundation via an embedment of not less than 4-1/4" into 2,500psi concrete with an edge NO. 2 SYP 2x CONT, TO TRUSS 4 H,I B. '91 FOR ADDITIONAL TRUSS PORCH BEAM MAY BE NOTCHED IN ADD ITiON, (1) WOOD+Tie RUNS BETWEEN TO PARAL L TRUSSES. distance of 2" (3" when 2x6 framing is used) and secured with Simpson AT Acrylic -Tie two-part epoxy, or 11 1/4" MAX TOP PLAT= W/ .131x3" -MATCH AROUND TOP PLATE PROVIDED BRACING INFORMATION. ROD SHOULD 13E INSTALLED other two- a p y q g BOTTOM CHORD OF TRUSS CUP TO ,4 2x12) EDGE NAILING SPACING of THE TOTAL DEPTH OF THE BEAM f5 TO EACH SIDE OF PORCH ROOF/FLOOR two-part ox with equal orhi her allowable tension loads for the identical application tvao-pari epoxy. 10 SHEARWALL SHEATHING > 9-1/4' UNLESS NOTED ON THE BEAM AND (E) MSTA24 TRUSSES The rods, a single, continuous rod or rod segments coupled together, culminate directly above the top plate (EITHER 6 "o/c OR 3"o/c). STRUCTURAL SHEET 51. SHOULD SE ATTACHED TO with a 3"x3"xl0ga or 1 /8" thick steel washer and nut whore it secures the plates against vertical movement. Ix4 SYP CONT BRACING (l) SiDE OF EACH TOP B The nut should be tightened until the washershows the slightest example ofdefotmation (about 25 lb*ft of INTERIOR HEATH LLV 1 CLOSEST TO OR w/ (2) ted TO EA TRUSS, CENTER(=D ON THE JOINT. torque). At exterior walls, one WOOD*Tie rod shouldbeinstalledateachcomerpost-onthesideofthepost 2X4 *2 SPF with the overlapping upper -most top plate - and at not more than six feet on center there after. Openings WALL W/ AND 12"A.O OR JOINTS MiN (2) TRUSSES LEDGER w/ greater than six feet in length should have one WOOD Tie rod laced at each side ofthe opening, At interior TECO RATED SHEATHING W/ Bd m 3"� DO NOT SPLICE -OVERLAP O.C. AT ALL EDGES AND 12" O.C. IN I� (4).131 )<511 „ WOOD*Tie p p g• THE FIELD - BLOCK ALL EDGES VINYL SOFFIT T NAIL POST TO TO EACH walls, one 4100D Tie rod should be installed at each comer post - on the side ofthe post with the (MATCH NAIL PATTERN SPECIFIED overlapping upper -most top plate - and at not more than four feet on center thereafter. Additionally, ifno PORCH HEADER INTERSECTING y, FOR SHTN'G m SW BELOW'. SWI AND L W/ (I) ROW OF TRUSS other hold-down is present, a WOOD*YYe rod should be placed at each end of each shear -wall segment if the 3/8" APA PORCH BEAM, —/ 2x4 *2 SY,P TOP 1E 131x3" NAILS m 2" MEMBER - end ofthe segment does not coincide with a corner or opening. For two-story walls, walls over 11 1 high, or SW2 WALLS ONLY. SHTN'G w! 6" SEE O/C. USE WHEN (3) .131x3" certain other applications when a single, continuous threaded rod can't be used, a coupler sho uld be used to EDGE OF 2x NEED NOT BE FLUSH W/ EDGE OF TOP IS. .FASTEN SOFFIT TO a 1x4 NAILER wl (2) (Pad o/c 6d STRUCTURAL BOTTOM NAILS m join two ormore pieces oftod together to create a continues path from top plate to foundation. The coupler 2x FASCIA OR „ OR Scl TO 1x4 SHEET 51 FOR CHORDS ON EACH s „ MTL „ m EA I6 O/C STUD should be steel with a etoss-secfional area of not less than .20 square inches, ideally 1 /4 tong X SOFFIT TO 1(o MA VIER l(a' FAKIR MINIMUM SIZE. DIFFERENT TRUSS OR 11/16", &ch rod should be threaded not lessthane/i'into the coupler and the two rodsshouldmake contact at SOFFIT w 2x FASTEN CHANNEL A FRAMING, FASCIA SEE DETAIL A/B FOR STUD HEIGHTS ON LEDGER or near the middle of the coupler and be tightened so as to prevent the movement of the coupler or cithor FASCIA w! SIDING OR MASONARY VENEER w/ SIZE/SPACING REQUIREMENTS. APPV'D NET �,H APPV'p FASTENERS MAX m 6i c/c. ET O.P.OPPOSITE TO threaded rod. SIDES OF BLOCKING, At exterior walls, APA or TECO rated sheathing, or 5/16" Hardi-Panel should be applied to one side of the FASTENERS m WALL. wall. An additional row of8d nails (6d with Hardi-Panel) should be placed at 6" o/c into the top plate SHEARWALL !SHEATHING 4 MAX 6" old. OVERHANG D3=TAIL FOR (3) .131x3" assembly in addition to an other nailing specified for securingthe sheathing to the frame. CONNECTORS PER PLAN OVI=RHA Gs$ OVER 16 NET l TOENAILS m At exterior wall applications where the WOOD *Tie AnchorinRads are used to a resist roof uplifts, b resist PORCH CLN'G NOTE: OVERHANG DETAIL FOR SHEATH PORCH CLN'G(S) w/ STUD POST - 1ply 2x4 *2 SPF POST 2x4 *2 SPF BLOCKING TO overturning moments, e) resist lateral wind loading (perpendicular to the wall), d d) distribute shear -wall OVER( IANCsS TO 16" NET 3/8" APA- RATED SHEATHING PIER PLY OF PORCH REAM FOR DO INC m TOP PLATE loads (parallel to the wall), additional intermediate shear connectors are required, The intermediate shear w/ 6`112" o/c 6d OR 8d NAILS. CONVENTIONAL LUMBER, 2ply 2x4 24" O/C. OF EXTERIOR connectors may be either %i' diameter X 41/4" embedment threaded/epoxied rods or 1/2" diameter X 4" BLOCK ALL PANEL EDGES. *2 SPF POST PER PLY OF PORCH 1 WALL embedment Powers Fastenem Blue -Tip Wedge -Bolts, located at or nearmid-points between WOOD'"Tie BEAM FOR 1;TIGINEERED LUMBER THIS INTERIOR SHEAR WALL DETAIL Ib INTENDED FOR USE IN AREAS WHE=RE THE EXTERIOR Anchoring Rods, but in no case more than 48" from any two anchor combinations; or'/" diameter X 1'/4" embedment TapCon anchors or .163" (or larger) diameter X I %2' embedment power -actuated fasteners, 'O�` CONTINUOUS U100D Bi2ACiNCx WALL located at or nearthird-points between WOOD*Tie Anchoring Rodsbut in no case more than 32" fro m any SHEAR WALL RUNS PARALLEL TO THE TRUSSES, THIS iS AN ALTERNATIVE TO two anchor combinations. , /' ` f At each side of the shoe plate joint, any one of the four intermediate shear connectors outlined in the CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK jet PORCI�-I BEAM TO STUD IF THE HOUSE IS TIED DOWN USING p �+ �+ /� preceding paragraph may be used to secure the plate and prevent horizontal movement. The shoe -plate joint CONVENTIONAL STRAPPING, REFER (� TRUSS OCK I NG fastener should be located within 6" of the joint. Jtl ALTERNATE INTERIOR S i -°IE ARUJAL L FRAM i NG 5T j T RU r.?5 BRACING 4 OV E RI' -'I ANCA _ AL T E RNAT I Y E S Cj j, j WALL DETAIL TO THE Sl STRUCTURAL SHEET FOR The typical maximum allowable tension load for each unit is 3,675# at interior locations and 2,9434 at PORCH BEAM CONNECTION exterior locations, when installed as designed. When a 3" edge distance is used with 2x6 freming, the typical 1/� It 1' -�" 1/2 11 - 1'-0" 3/8" = 1' -0" DETAILS. ST, 1D 71 DETAIL maximum allowable tension load for each unit maybe increased to 3,499# at exterior locations, GG vel i q'774 SHEET of STRUCTURAL GENERAL NOTES - COQEA 2001 FLORIDA BUILDING CODE: (FBG) ASCE T -98 ISS -1 NDS GENERALS A_Desien is void after two years from original date of issue, unless updated to acceptable codes and practices at that time. B -D- not scale. Use dimensions from the architectural plan. Notify engineer immediately if discrepancies are found between plans. C -All details shall be in accordance with instructions from manufacturer or designer. ICL All temporary shoring shall be the responsibility of the contractor - FOUNDATION A- This ciesign has been completed in accordance with pertinent stancia.rcls, recommended design soil parameters, and accepted enng(neertng ciesign procedures, and is based on the best information avallabie at the time of completion. The design is intended to minimiae dI£ferential movement resulting from the heaving of expansive soil or settling of subsurface soils, It must be recognized that foundation components Will undergo movement. Any subsequent owners shall be appraised of the soil condition and advised to maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and finish work above the floor slabs, etc, 9. Design .has been based on a non -expansive soil With an allowable soil bearing capacity of 2OW pot. Active .EFP= 30 pcf (level backslope), Ce Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to the floor system above or adequately braced to prevent damage to the WalL D. Refer to the Geotechnical Engineer's report for all soil requiremments For this site. E -All fOUndation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall. P, The location of Foundation jogs, steps and top of wall elevations and connections are critical to foundation performance. These items are shown on the plans but may change during the actual construction, As a result, this design can not address proper foundation configuration Unless stated specifically on the drawings, CONCRETE-, A, Detail reinforcement in accordance with ACi 315-80 (Revised IWS), Detailing Manual, Minimum concrete cover for reinForcement shall be as follows: U Concrete cast against earth 3" 2) Formed concrete exposed to earth or weather 1-1/2" 3) Interior slabs, walls 3/4" 8, Minimum compressive design strength of concrete used for foundations and slabs shall be 29" ps1 a i5 days. Cs Reinforcing steel shall conform to ASTM A6115, grade 40. D. Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bars shall be used, Minimum lap of rasinforcing shall be 40 bar diameters, but not less than 20". I- All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, and testing shall be done in accordance with the requirements and application OF ACI 301-84 (95), "Specifications for Structural Concrete". W -0 -0 -0 -- A -Framing -0-Q-0= A.Framing lumber shall be as follows or better: 2 x Ra fters/Bea me /Joists 42 SYP 113% M.C. I -Joists provided by TrusJoist, or equivalent. Engineered Beamer Provided by Tru6Joist, or equivalent, Plates +12 SYP 1F)96 M.G, Studs 112 SPF la% M.G. - Typical - Unless Noted Otherwise Stud Grade SPF I9io M.C. (2x4 up to V-1 1/6", one story residence only except partially enclosed structures) I!k,AI1 nails shall be, type 'C mwkvn' unless noted otherwise. Options to using common nails are as follows: 126=I06=0.131"x 1" Gun Nails Sd=0.09911x2 1/41" Screw/Giue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3, I.E.: Sd a 6"/12"o/c becomes .09'99" x2 11411 a 4"/S"c/c.) C Where not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Euilding Code, ASCE 1-136, and/or 199"1 ND:S referenced above. All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used in place of nailing. 0 -Metal connectorie, to be provided by SIMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu of spec i f ied.._components. E.AII exterior walls to be sheathed with min. 1/16" 0.9.8. with Sd a 6" o.e. along panel edges, 12" o.c_in fielcl (8" with partially enclosed structures), except as noted on Structural plan. F Engineered componets (trusses, i -joist, etc.) shall be Installed per manufacturers specifications 4 direction. Ch All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per 1-4I5-31 spaced not more than 16 feet o.c. and. not more than 4' From end of continuous lateral brace. STEELS A. Det ,a11, fabricate, and erect steel according to A15C "specification for the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition, 8.5tructura 1 steel . sha i l be: Except as below ASTM A36 Pipe ASTM A5:3, Type E or 5, Gr, B Tube ASTM A500 C,AII bolts shall be A3.0'1 unless noted otherwise. C All welding Shall be by a certified welder, MASONRY A. Concrete block, shah have a minimum compressive strength, F'm of 19M pot Masonry shall be laid up using type S mortar only. Any masonry in contact with earth shall be grouted full. Grout shall have a minimum compressive strength of 30. pot 15 -All concrete masonry operations, shall be done in accordance with the provisions of the latest. applicable recommendations of the ACI Manual of Standard Practice. C,Lap all vertical reinforcing a minimum Of 20". D Provide hbrizontaI joint reinforcing at 16" o.c. vertically. Reinforcing wire shall conform to ASTM AW and ASTM A16"f TYPE 304. 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FI I __yi lu {Iii+ =1 I I —I 1 I 1i I{ I _ 23"4 CONT. - i -STORY JE_ -=-J ! — ! ! ! ` ! I !_! I I ! ! C2i"S OR (3,*4 CONT.- 2 -STORY ,�i-s-20�R-�� =1 III -1I 2t STOiZ r3 BEARING STEP DOWN u 4" CONC SLAB W/ 6X(oX10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FiLL 6TEF DOWN r11_),NON-L0AD SEARING 4" CONC 61 -AS W/ 6X6XI0/10 WWF OVER rn MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL CONT. - I -STORY (2)"5 OR (3,'4 CONT, FOR 2 -STORY -- 1 STORY � 2 STORY) 12 iNTERIC)R SEARING MARBLE: SILL 5" MAY VARY TILE (SEE FOUNDATION PLAN) ��•�/40 MIN, 13 SUNKEN 5 40111ER DETAIL. SLOPE 3/4" X 12" EXP. JOINT I AT GARAGE DOOR . 4" CONC SLAB W/ roX6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER 1 CLEAN, WELL COMPACTED, TREATED FILL I I I I iJII=~ I •'. � �.' .'� .. I'- —I I i I'—' -'-I i I I• ��jj• _ IIII ro MIL VAPOR BARRIER II�i=ilii -IIII-- I-==ilil�'�=111=IIII= 12" _(l)*4 CONT. I I=� I I III=IIII-1 I I I TURNED DOWN EDGE 4" CONC SLAB W/ 6X9>X10110 WWF OVER 6 MiL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATE FILL MiL VAPOR BARRIER CONT_ - (D TURNIP 90UJN EDGE HEADER BLOCK OR 2 STAST EP DOWN TYP, SLAB YPICAL FOOTING SEE i/6T2 FOR SiZE:/ INFORCEMENT !„-�_-- :- ��ll-ilil_=I�11�1 it -1 l i lzi l I_ -:i I 5TEt-I ,UAL.L- STEF DOWN 4" CONC SLAB W/ e>XroX10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL HAND TOOL ALL CONTROL JOINT TOOL 1" DEEP WHILE CONCRETE IS WORKABLE (� G9NTIZ0L JOINT STANDARD FOUNDATION DETAILS STOP LATH AND SEE STUCCO CORNER STi FOR VERTICAL WALL CONNECTION, BEAD 1" BELOW 4" CONC SLAB W/ 6X6X10/10 WWF FINISHED FLOOR OVER 6 MIL VAPOR BARRIER CivER _CLEAN, W LL COMPACTED, TREATED FILL SLOPE GRADE _ D1MENslONS ARI: MiN- DISTANCES ,.$ =! "' - e --.I I 1 CLEAN COMPACTED � t..... • • SAND FiL-L, LU/O BRICK W/ BRICK I STORY POG�TINCs SIZE W/0 BRICK 12" WIDE W/ (2)'4 CONT. W/ BRICK 20"' WIDE (INCLUDING LECGE) W/ (3)04 2 STORY W/O BRICK irb" WIDE W1 (3r'4 OR (2)"9 CONT. W/ BRICK 24" WiDE ONCLUDING LEDGE) W/ (4)64 OR (31V8 0_7*1 F IGAL FOUNDATION DETAIL SEE STI FOR VERTICAL WALL CONNECTION. 51/2" 5 1/2" WIDE CONC. SILL TOP AT MAIN STOP LATH AND I SLAB LEVEL, TOP TO GARA6- E FLOOR STUCCO CORNER 4VARIE.Si MAX 5 1/2" (HEIGHTS EXCEEDING$ BEAD I" BELOW WIDTH R50 ADDITIONAL ANALYSIS) FINISHED FLOG 4" CONC SLAB W/ 6x&x10/i0 WWF OVER 6 MIL VAPOR BARRIER OVER \ C.LEAN, W LL COMPACTED, TREATED FILL SLOPE CsRADE CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION DIMENSIONS AR IN, DISTANCES 2 FOUNDAT'lON AT GARAGE L ESS SLAB 3/4" FOR SGO ONC SLAB W/ foX&XI0/10 WWF R ro..M1L VAPOR BARRIER OVER AN, WELL COMPACTED, TREATED FILL ---------- CLEAN --------CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION C_�UND. AT S.G.D. 4" CONC SLAB W/ 6X6Xi0/10 WWF LOVER 6 MIL VAPOR BARRIER OVER C WELL COMPACTED, TREATED FiLL TYPICAL FOUNDATION 4 FOUND. AT DOOR 5 I LL SLOPE GROUT SOLID GRADE AROUND PIPE CLEAN COMPACTED SAND FILL S" MIN, - DEEPEN FOOTING ID CHASE JJJ TYPICAL FOUNDATION LOCATION AS RE01r,> TO PROVIDE PROPER FOOTING DEPTH. UTiLITY CI4,46E MONOLITHIC FOUNDATION DETAILS THESE DETAILS ARE, INTERCHANGEABLE WITH THE STEM LlALL5 FOUNDATION DETAILS. STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. STUCCO CORNER4" CONC SLAB W/ 6XroX10/10 WWF 'BEAD .I BELOW OVER 6 MIL VAPOR BARRIER OVER FNISHED FLOO CLEAN, WELL COMPACTED, TREATED FILL MAY BE USED AS BRICK L.EDG -_i--- -- -'-- SLOPE GRAD 1 - --I __ Ci) 04 RESAR CONT, a HEADER COURSE 4„ ! ! STORY 11 1 i_ I !!_ DIMENSIONS ARE 2 STORY MIN. DISTANCES 1 STORY W/ 2 OR 1-566 COURSES, W FOUR STEMWALL SOLID OR USE 10"x20" FTN'G (TYP. vERT{CAL REINFORCEMENT): 04 DOWELS _ v CORNERS a 48"o/c TWEREAFTER - BEND IIII== I 1 ALL DOWELS 0 TOP 4 BOTTOM, EM55:0 III III -I I C)10UTINOFOOTING ' INTO .)(sR4L—I-CEL-6 LU/ RrNFORCEM NT MAX. STEMIUALL HEIGHT. CS) $" COURSES WALLS > (S) all I STORY FOOTING slzl COURSES HIGH REQUIRE W/O BRICK 16"x&" W1(2)24 CONT, ADDITIONAL ANALYSIS 4 W/ BRiCK 20"x&" w/ (B,*4 OR (1)'S CONT. REINFORCEMENT, 2 $TORY W10 BRICK 20"xi0" W/ (3)04 OR (2JAS CONT. W/ BRICK 24"xi0" W1(4)"4 OR (3)S CONT, 1 TYFIG,4L FOUNDATION DETAIL x MAX. 2 COURSES ABOVE SLAB LEVEL. SEE STi FOR VERTICAL WALL CONNECTION - (17"4 CONT. IN SOLID GROUTED U -BLOCK COURSE TYPICAL SLAB .TYP. VERT. RE INF. =!Il TYPICAL FOOTINGS - SEE 1/$T2 FOR I_ 51ZE/REINFORCEMENT I I!_—!i I! 1! i i I !!IN� =III=I!I!=III = ! 2 FOUNDATION AT GARAGE OVERLAP SLAB RECESS SLAB 3/4" FOR THRESHOLD DEPTH = STUD , 1 1/4" (FROM OUTSIDE FACE OF BLOCK) TYP. 51-Ai3 TYIPiCAL_FOOTING - SEE 1/ST2 FOR SIZE/REiNFORCEMEN FOUND, AT S.G.D. HOLD HDR BLK. TO OUTSIDE TYP. SLAB TYPICAL FOOTING - SEE 1/ST2 !`! jF1'gR SIZE/REINFORCEME -4 FOUND.. AT DOOR SILL —(1104 x 2'-0" OVER S"xW CHASE: IN -i-+� GONG_ BLOCK STEM WALL_ — _ GROUT SOLID _-- AROUND PIPE TYPICAL FOOTING - SEE 1/ST2 I `i . ; . •:p; : �6 ( FOR SIZE/REINFORCEME UTILITY Ck45E STEM WALL FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEALE WITH THE MONOL.iTHIC FOUNDATION DETAILS �� \N/. / 4-.r� Tl -11S DOCUMENT 15 AN INSTRUMENT Of: I" Alp, SPACE FOR OTPER5 FOR CON- STRUCTION OF PROJECT IFLASH{N6 11,16T PASS THROUGH BRICK VENEER 0 A LEVEL BELOW F , NOte% FROM TH15 INSTRUMENT EXTEND FLASHIVG BELOW SHOE PLATE METAL OLSSFoundation AUT!-IOiRIZED BY THE ENr_=1NEE R LU i T I-IOUT FLUSH, WITH, THE FOUNDATION, PULL ALL INTERIOR WALL DIMENSIONS INR�T y W O O vert I ca I cons t r u O t 1 O n FROM OUTER EDGE SLAB. WEE, HOLES -0 48" 0/C _ 3/4" (NOM.) STUCCO OVER LATH 4 PAPER _ J hO wfl atop FO un b 1a t I O'n 1/4" GAP BETWEEN SHEATHINGS 4 CONCRETE Z � � p° �,,II detail de t a (1 6J For r clarity . LU O O d /_ < O m / i c F or other S t r u c t u r a 1 I Q TUC' CO STOP ®� � LIGHT COAT MASONRY "DRESSING" TO FILL GRADE FILL BETWEEN I vert IOa I rOnStruCtIon BLOCK VOIDS AND/OR HONEYCOMBS VOID BRIG--- VENEER s 10UNDATION WALL W/rIOZTAROR ` j acceptable - 5 ee 5 1 I For Fax 904.311-2835 GROUT, FILL SOLID FROM FOOTING TO UNDERSIDE OF FLASHINCs S��Oi�iOsd STUCCO DETAIL 1� BRICK DET,,AIL (14 STUCCO ADDENDUM BRiCK ADDENDUM STOP LATH AND SEE STUCCO CORNER STi FOR VERTICAL WALL CONNECTION, BEAD 1" BELOW 4" CONC SLAB W/ 6X6X10/10 WWF FINISHED FLOOR OVER 6 MIL VAPOR BARRIER CivER _CLEAN, W LL COMPACTED, TREATED FILL SLOPE GRADE _ D1MENslONS ARI: MiN- DISTANCES ,.$ =! "' - e --.I I 1 CLEAN COMPACTED � t..... • • SAND FiL-L, LU/O BRICK W/ BRICK I STORY POG�TINCs SIZE W/0 BRICK 12" WIDE W/ (2)'4 CONT. W/ BRICK 20"' WIDE (INCLUDING LECGE) W/ (3)04 2 STORY W/O BRICK irb" WIDE W1 (3r'4 OR (2)"9 CONT. W/ BRICK 24" WiDE ONCLUDING LEDGE) W/ (4)64 OR (31V8 0_7*1 F IGAL FOUNDATION DETAIL SEE STI FOR VERTICAL WALL CONNECTION. 51/2" 5 1/2" WIDE CONC. SILL TOP AT MAIN STOP LATH AND I SLAB LEVEL, TOP TO GARA6- E FLOOR STUCCO CORNER 4VARIE.Si MAX 5 1/2" (HEIGHTS EXCEEDING$ BEAD I" BELOW WIDTH R50 ADDITIONAL ANALYSIS) FINISHED FLOG 4" CONC SLAB W/ 6x&x10/i0 WWF OVER 6 MIL VAPOR BARRIER OVER \ C.LEAN, W LL COMPACTED, TREATED FILL SLOPE CsRADE CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION DIMENSIONS AR IN, DISTANCES 2 FOUNDAT'lON AT GARAGE L ESS SLAB 3/4" FOR SGO ONC SLAB W/ foX&XI0/10 WWF R ro..M1L VAPOR BARRIER OVER AN, WELL COMPACTED, TREATED FILL ---------- CLEAN --------CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION C_�UND. AT S.G.D. 4" CONC SLAB W/ 6X6Xi0/10 WWF LOVER 6 MIL VAPOR BARRIER OVER C WELL COMPACTED, TREATED FiLL TYPICAL FOUNDATION 4 FOUND. AT DOOR 5 I LL SLOPE GROUT SOLID GRADE AROUND PIPE CLEAN COMPACTED SAND FILL S" MIN, - DEEPEN FOOTING ID CHASE JJJ TYPICAL FOUNDATION LOCATION AS RE01r,> TO PROVIDE PROPER FOOTING DEPTH. UTiLITY CI4,46E MONOLITHIC FOUNDATION DETAILS THESE DETAILS ARE, INTERCHANGEABLE WITH THE STEM LlALL5 FOUNDATION DETAILS. STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. STUCCO CORNER4" CONC SLAB W/ 6XroX10/10 WWF 'BEAD .I BELOW OVER 6 MIL VAPOR BARRIER OVER FNISHED FLOO CLEAN, WELL COMPACTED, TREATED FILL MAY BE USED AS BRICK L.EDG -_i--- -- -'-- SLOPE GRAD 1 - --I __ Ci) 04 RESAR CONT, a HEADER COURSE 4„ ! ! STORY 11 1 i_ I !!_ DIMENSIONS ARE 2 STORY MIN. DISTANCES 1 STORY W/ 2 OR 1-566 COURSES, W FOUR STEMWALL SOLID OR USE 10"x20" FTN'G (TYP. vERT{CAL REINFORCEMENT): 04 DOWELS _ v CORNERS a 48"o/c TWEREAFTER - BEND IIII== I 1 ALL DOWELS 0 TOP 4 BOTTOM, EM55:0 III III -I I C)10UTINOFOOTING ' INTO .)(sR4L—I-CEL-6 LU/ RrNFORCEM NT MAX. STEMIUALL HEIGHT. CS) $" COURSES WALLS > (S) all I STORY FOOTING slzl COURSES HIGH REQUIRE W/O BRICK 16"x&" W1(2)24 CONT, ADDITIONAL ANALYSIS 4 W/ BRiCK 20"x&" w/ (B,*4 OR (1)'S CONT. REINFORCEMENT, 2 $TORY W10 BRICK 20"xi0" W/ (3)04 OR (2JAS CONT. W/ BRICK 24"xi0" W1(4)"4 OR (3)S CONT, 1 TYFIG,4L FOUNDATION DETAIL x MAX. 2 COURSES ABOVE SLAB LEVEL. SEE STi FOR VERTICAL WALL CONNECTION - (17"4 CONT. IN SOLID GROUTED U -BLOCK COURSE TYPICAL SLAB .TYP. VERT. RE INF. =!Il TYPICAL FOOTINGS - SEE 1/$T2 FOR I_ 51ZE/REINFORCEMENT I I!_—!i I! 1! i i I !!IN� =III=I!I!=III = ! 2 FOUNDATION AT GARAGE OVERLAP SLAB RECESS SLAB 3/4" FOR THRESHOLD DEPTH = STUD , 1 1/4" (FROM OUTSIDE FACE OF BLOCK) TYP. 51-Ai3 TYIPiCAL_FOOTING - SEE 1/ST2 FOR SIZE/REiNFORCEMEN FOUND, AT S.G.D. HOLD HDR BLK. TO OUTSIDE TYP. SLAB TYPICAL FOOTING - SEE 1/ST2 !`! jF1'gR SIZE/REINFORCEME -4 FOUND.. AT DOOR SILL —(1104 x 2'-0" OVER S"xW CHASE: IN -i-+� GONG_ BLOCK STEM WALL_ — _ GROUT SOLID _-- AROUND PIPE TYPICAL FOOTING - SEE 1/ST2 I `i . ; . •:p; : �6 ( FOR SIZE/REINFORCEME UTILITY Ck45E STEM WALL FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEALE WITH THE MONOL.iTHIC FOUNDATION DETAILS �� \N/. / 4-.r� Tl -11S DOCUMENT 15 AN INSTRUMENT Of: ENGINEEi'R'$ SERvICE FOR OTPER5 FOR CON- STRUCTION OF PROJECT AS TiTLED BELOLU. INFORMATION DERIVI=D FROM TH15 INSTRUMENT CAN NOT BE USED FOR OTHER LUORK5 UNLE55 AUT!-IOiRIZED BY THE ENr_=1NEE R LU i T I-IOUT INFRINGEMENT OF LEGAL RiGsI-ITS. E 1DE5Gi@li=TION 1 _ 2 _ 3 - 4 _ Builders FirstSource OfJacksonville DesignCenter,lnc. 550 Roosevelt 1=.31vd Jacksonville, Florida 32244 Tel SO4.1-12-6100 Fax 904.311-2835 U-� f' ,` Ik �L.-- LL--- U �I C� > W_ z DRAWN BAM,RUJ CHECKED LAP SCALE NOTED DATE 1/11/02 JOB NO. STANDARD TRUSS DETAILS �wO�'a. ;1uI11utr;r ; . gyp. •'� y,0 �!'�� '�(� = N, , 2147 NATE CSF "/., PLAN FOUND SHEET