Loading...
1500 W Park Ter 2013 Plans new home , - I k ... 0 -- .. . . [LI IL1II,I".,.""""::".-L1I�-'.:I:III,II.Im,'.1..:11".:�I...-�I�.I I,��..,I:I:,:-.�I",I,II.I.I-I-...�.��--,'".:.I":I:�'--: -,1.."-::-16,I-1.�"1I%::�.X1'1'II"II"a,,:-:I.I:,..I..-.:I1.1'."".�':II-1-,.I��:.���1-I�-:��1"''.:"�..:I1:�"I,",,,I-I.-.,�'..1:1'...1I1,�I''X-�I...Xx.:�.:"1..I-I,:111':��1:1,:.1.1.:.,1II:�-":-1-.'.::l....Il.....,".'�1-�I,-1.I--,",.:-�:-,I..I,-,::,.1-'V-1:�II,,�,I1:1.I'"I,,­--"-,...:,,.-I1:1.l.I."-l1-I"'I-',....I-:�"-.-1.I1-,�-Ix�:.:I.'l.,I�,I-1I.."...,1:"..1.,".:-,-"ff:'I..'.,.:..:l�1,-''.I:.,.::�1.11..I,,:-I-'I::1..�....,'....,.:L-:.,....X:'::-.Iv1I,1,�I.1-l1-:I:.1:.,.l"",.,I1LI1�-.1',:-,":.-�.,,,.:.,...,,�,-�,,-,1.-..l-.....�-1�-,.-"'.-:":�.:-I1I...:-,IIII.�,I.11��1.:�,,1..l.:1...."1��L"I1..,..:l'�I.�,1,:11]�,:.1,1-...,""..1LI-lI..::.,:��V,,..,".:,..1".,.,:-L-�..l,,"....1-��"1",.-j�."��.:%"-...:,,",-'-'1l,:�,.:�,'-,.l:.......11i-I-L�,,':-:-1...,..X:l.�-V'.1�i1,,:.11.l:1..,.I,,.1.,IIILI.l.l:�..:1�.....:.......,.,'�".:-....,,....."-lI�I,.",Ii,,.;��--�..1�,I'�-,:..I-�.-...".:1.....,"1�1.L--:,-11-.'...,..:,.I,�l.,,::-'.-.,,�I:.-1.1.:I....,�0 1II,,11ll1.1�.......:........'%-,���,11"....,....�,lI�I....l-.1]:1.:--,-,�l..:1:".,I-.-�'�I,.I-,'..'...:.....".I�..�-:':I:-..X:..-..l.:1 I4--,",-.1l-�-':1-.:.�1.1l�.,.....IL'"1-,�1,'�--1"..1�..:.........':..1--11-...,.....:1�-,II,I.�.1..",,.,�i-,:�-,:...,1.IIIL:"'.-'-,.-I.i-�-,1.'.,.:1......,l-.�'-I.l:-..'.....:..:l'.��I,�'I-1..-:"l,.:.11.1l.....1.I,�lI:,.::l,..1.,.:......,....I.,.:'.1,...-,1"1.�,-i,.,..1,'.-'11.-::--J�...':I:ILIII,..'"..:�..1.....:1.......1l�1L'-'.-�I�--........X:.I1":..I1-�]".".1--1I"l�1,.�.1..1.1..:..':1I1I:l:�1-.:.'1:-..�..-:.....,,..II.,.1l,.1........,��"....1,--".']":n:..,...:l::,,:'.'l,I',-1.---"lI-.",1......:..........l-,'.,.l.,:�l1-...,.,.I:.:','':...��,]".:--I lI'�;11-.:.1..-".,�..,.".:1I1:...-I,��-.�.-"1-'-......:..�..,..-,-.,:'11..1,.....,:�.,,..-.:,I".,�1..:.�I�-,"1-',�-:,�:...,:.::,,�'...1',:--.-1.�"l�-,..11-.1...:...�....-�.:.'l.-�1�...,...X:.':,."..�I�-I,�..V,.�1.�".-l-��'-:..�1�.,.,."I II,::..l'",.:�'-�."-1-......:..�.,,..:�---'-,1�,.1.....:l.1,'-,.-�,1...:",��".,lI�,.:�-.�:�..:.:.�1.1...1,-�:-"�1I-.:I.--,-�",......:...�....:-..."..",,..I.,,..:.",,...�:�:1z:1,1I.-.�--_-"�.:.11.1--�I,:...,..'.�II1.:.1"-.�1I-�..l--1...:..�.....*.I'..�'-,-1......�-"1,-..�i,�.-:I....:-1--1 1-"-,.1"�.":.:.:1.II''-..-�-,"'.]I"I�-....:...�.... -.....�l-I-�...--.:�..�.�,".j11�1..:....:..-�---�"I"-l..I.�1i-11,-��''...".,�.",....:.-..I-,-.l"�:."l""_1-�.:..�.....1,'.,.....'".'..:�"1,..,,�I-,,1I.1,.,..���.--�-,.:.,l-1,�.:.-11III....-"�.1.I�--�,,X1.l."l1��..:...��...,-,.....1-�-,-..::'�.��,.1�1.:..:.��I,-1--"1'.',-,."..i.,,]...,..,1-,"I....:�.1�-"-�.�.�"""11�,...,:-1:,�.:..��....'�S.-1.....-",.1'I::..::..1,�..,����1..1,...:..,I.-",-��l�.."..:...".,1......�.--.�,,--',...,--,I'�.�',.:...�...."1-.",�...1-.�:.:�.'l...,-I 1-1:1".,..:--�,.-"�..,..-.:,�,..�..,,1I-,-,�....:.---"�.�-"""-�.'.X.l11:.�.:..�....�1-.1..",,-1.,,".-.:�.,1,",...�,'-%,].1....:1-��-�'1-1-:�'-.I.:.�1-.":I..:._..1,1.I.....l�''���:...""l,--�,,:,,.:...�...�.',.'....11."11..:.:�."-�..1�1,..:I�.-1-,,"-1"..1."..:1��.�.",.,1",I....:.�.'���.-"1.::....1�--.�:.:..�....�.X1II-...�"'�,..II..��..,-....I�--�""1..-..:,�I-,--,,..�l��a...:.....-........:,..l-�,,-::....-"",':.....�....:.m-.'.:".,..-1-.-.:�.....,,,l,,1-1�...:."--'..",,1.--��.""�...1,.,-.�III,.I.:.,�.�:-�.�-1",�:.......,'�,,.:..�..�.11....I1"1:".�-:.��.....�..��.1�-1.1,,.�."1���1,-�..II"l�1-,,.".....".,..........'.:,�"l���:.....1..""-�,.*...�..I.-".-.-.�-....-1.-"1--1:�....-,-1:1,.',..I-:.1.�-�--1,..'"-,,-".���..l-.""1".-.���....:..-:.-��.� ".�1�.........,.-.1-�I:,, �,..'..,...,1-,:."..,,....��'1..--....j11...-,:1I:-.Il:".,,.1-.-��-11.-1.�..-,-.-..,,..,...:..�..-I.-:-.1'.."...:I"'.�-I:�,�,1','.I..I.1",�1�...:......-.,.l-,.-.:".,":.,,..I.�.V1I:-,--�,...""....�.---1.......�...-':'1-:1.1.":,." ',..�....-�---........j1�.,,',.:1.."1-.,:1:1111--.1-....--11-:..1hI,.-..'.:..�...-,--��1-,."..".,.-:.....-%11:..I�:1"".�11.-..l­--,........-�.I.�--,.I,.:,..1eII..-.��.1":l,l,'q....1,.,..��.-,.-'111-1.....�..",111:-:.....I,�",I.�I.....1.l�--�-1--...11"I,l-,l�:�-'..��-..",l::.�...lI"..Il.'--�.......:,�.....�I.I.�1,1..-'...l�.-.:....i.l..'��.I�.:".-�,,-"..1-,-1-.-�'."..1.,......-�.�1-11...�..---1-I..,:-...l---,'.":.-..,."'�-,�.,-�.��X..�....'.�.'.l-,-""-...I-,....."..:,-I�..,"...-.-...:...1..II.��.�--.,:"1L'-".....�--""',-'�l��],V1".....'..--...".,..,j.I..,,�.....,..,1,11.1....1l1��1.1..I:�.l.1.'.--.l.".�...-11-..l,1'-......�.',..1''....1... .1,.-..I�..1,'1I.��,l�.,.�..-".�,.1I.-...,...�,,.......,...""..,........--..�:I.---�...,""1-:...1'''--L.I..I.,,1,II�,-11,...�.1.,"�l�I.,'1....,...l-:.�.".,",1""1�.��"....!,..."...".,-""�1.,.".�...F""-"I......"��'-.-l�:1..,,..�:1:...l--�1.�-,�-1:....�.,Il-1I.1...:..�.l","-1:.:.,."..�l,..,....".1..-","..,"1.....�...,.....,.....'],�.l..-.,"�..,'".:..1I-l-,�:I I,.l,....�..:'"�1-�.,�,.....,.�...,'�..:.....�".-".,.."..�...,....-,,.,.".,....'�"...........l.��,--.�,�.�I1::...-.'I,�.:..�.I,�"I-",,-..,""....""--1�:.......I..�,�-'�."�..",-...,-",,..,1"....-:,"".........,"-"I-".:.�..�,-1"",-I".1.:�.'�l.�1�,,I1-."..:.1,..�-,..1...�.,',-:.�,....-"".��-,-I��,.,.........."-�-1....',..I.-1-�I"1...,.....l,1.1-1�-��.:",--'1:�1"",-NI�-"I.:."-".l"-......."�-I-:....,...,l..I-",-..,....".....�1..".1.,....�'...""".........,"'',...i.I..,,1'�1�..',.11:!1-,l"'��II�-� �I.�.'I�-.�I..:1.�I-I�-.�.1I1�II�,.1.%I II.I 11-1---..I�11I-,-.-�.1"I.��I 1��I�.II�I1I...I%I.�,I:,I 1,�.--�I,II�I..��-�,1I���:-L -'1'1.�-IIIlI1-1-:-I 1I..Y.1 I1..l11I--I"�I.'1 1 1,1-..II.:111,-:I'I I,I-,-".��1I"11-1.�II,-11,l,-1'��"v�--ll:1I 11.-,III�1�I 11---...I.--I-'.I,l'I1',:1 I'1I,.'....I--.�'--ll..I.I1..1I 1-.I'---1IlI1'11-1....I1",I1.-1.1,1...-.''I:'�lII I1.1.:1.-,'1�Y-�.1,'...I..I ll.I�...--,1�.'.--1I lI�I,l�I K �I.�'�1::0:I.1.,II I�..I��1,11-.4,1-'1l- 11- I,I,,��1��-I�.�I .�LL,''I-",.'-',l.-.,--:��II11IE 1111 01I,II�'-I IlIIII- -I1I-.�-.I�-I�1'.��I',�I�.I,�I1I II,I.:-II',11: 1111�I,'-,-�I-�--.I�l.1-11.--���1I.1--.�-.I�-.�II I,I'�.-.1'l LL --L.:-'-�I-'-�-��I- IILIL -III1,LL -',"�����1.-UIIL:� ,.1-I,IIIL...IL%-�II IIIL'1LL�I 11 II 1500RERRACEPAKT' WEST Jacksonville Atlantic Beach Fl 32233 NOTE: SEE SURVEY FOR ADDITIONAL LOT/ BUILDING INFORMATION D AWT1�T!'! T1�TT1E.�V 1J1� 11�I�J 11 r 1J A �:) .. - ARCHITECTURAL COVER VICINITY MAP, PROJECT INFORMATION & INDEX SKEET OF DRAWINGS IIIi IIiii'I M T L�A 1 ISN A-1.1 FIRST FLOOR PLAN YV. A-1.2 SECOND FLOOR PLAN a ., \ V �. A2 ROOF PLAN, SCHEDULES, & DETAILS 4 �. I l II"1 I�I,I I 1,II.I,'I"�:II I,.II-Il-I.I(-, , A-3.1 FRONT & RIGHT SIDE ELEVATIONS _D r.• .w I ��� I I. II II � .I �I I II I� II II II II 1 1 ,I II ��Ii:!i!i�I�i!I lI 1i �II �.. w I11 A,- .2 REAR & LEFT SIDE ELEVATIONS 11 �!I�ii�i!'I: :�iI iLum I" -� : I 1 1 � . P RMIT .. i IlI 1 I'I" IIE lIL Il�LLI "IILII 1. II IIx.11I II. 1 1�LI F A-4 TYPICAL WALL SECTIONS c I � �I I I I�I I: ��!;:i�:i!!: . -� � .. . I -- - I I ---. � . -,,"lI��I ." , ,' -A=S TYPICAL DETAILS H, -E-1 ELECTRICAL SCHEMATIC PLANS I',.-�I II1I l,,l1lI,-',-I-_I�"I�f1- .IS III I ...0"^- 0-,� q--. 4 - � a STRUCTURAL ii;:.. "..::.,".,-:-11I,1.I'�.",,�I'"," 11,1I.�,,I:.I.,,-- ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN "1,JI.i.��-,�.1'...-"�-1�1I..-...�:.,,-,.�.-.,..1-..:�I,......I.:'.:,-,-.�.....�.:',..."....."..1-.'I ;�.-:...:..:.I.�i....."-:1-.,,�.I-:."-I,1.:.....:.-��.I.I',...,:�.�I.,�"...........,.:,L,,.".l1�,. �,.�.',1..:..i-....I..".":...,..1�:..:..�I,-.I.,L.'.-�-�.14.........1,...,G'-:. ::::::::,:,�I"',,1""-,.,.xx....-..��...........].......1"-�L II...::::::::.',�ILL- *�:::I.IL"",��-'....�:LL:1....,::..,".....:�LI.:'LI..1.N::".�.....,].�,i%::".-...��.I��'I�,%..'"..._:*.i,.,...1,....,-.,,;Ij�'IL�.,,.�-.�.,...',�I.1 I..-.,,1."*:.L-�--��.,...�].:*.iI,.I,..,.�,�..�L......�....'-���,:-I..,...�....'*::.�L.1.,,"..-..1.-:�.-L..,',...::'.'_"'.:.I1,....,:��...-:�:I.'I,-�:''��:..�..'I,.:::-I,,,�:.L:L.�I I.��',�::.i.�',,�:L:L.!L.,...::'LL�I,I.jI,�:....j'.-.,--I��.��,L:,LI I, --..�:.�Fp..........:�.:�-I�1. I'I'.,11lI I1eI.11 l1-IIl�.,I�I1'lIII-,1I;",1�I.l1-I11�-:."�l.AI,I'-,:I11I1.-,Il.-I,1l,--I"I-11-.I.1I.i1l-II-"',1".X"�''I-l".II1l"l.1,�I,-.--111lI 1I'-"1II11.1..-11II,I--1,1I,I,-'.u�--1��.--1t-1.,1.��11-,',I�1.I,-:1-I,-I,,l-.,��%p.�I I II�-�I�.-�.,I� M�1-�1�1I�.I l-.,1L-I11I 11,",I.LII��lI ST-3 STRUCTURAL FRAMING PLAN v ,�° ��3 � ra° �•� ST-3A ROOF FRAMING PLAN . .\q, 4 \ v -�_•.• ST'-4 STRUCTURAL FRAMING PLAN � .r ST-4A ROOF FRAMING PLAN _- z ST-5 TYPICAL WALL SECTIONS ST-6 STRUCTURAL DETAILS _ ..\f k ` S\ ... r3'@ x ' .••...; moi'N :: :: j: :: ....... .::... ::F` .. •i e { \ • �..M. z ` a. PROJECT INFORMATION ---- APPLICABLE CODES: N 2010 FLORIDA BUILDING CODE d , 2010 FLORIDA BUILDING CODE, RESIDENTIAL I� � I , I,� a CONSTRUCTION TYPE: V o:- OCCUPANCY CLASS: R-3 :�> U A o q ZONING: RSL 00 MAX HEIGHT: 35'-0" 31'-3" ACTUAL e � O w a4 � as 0 U ' i ISSU I1 M AUGUST 20 2013 Y EI NINC. lI l II 61 —8I' I 4'-8" 9'-2" 1914" 0o 18'-6" 10'-0" • CO 01 2'-8" 5-11" 5'-9" 4'-2" C 7 , TYP. - z 70 CC) CO,., �. ,.. O C i M Cl) DECORATIVE - I -0 COLUMN/POST, N 17-6' I r TYP. 4 NO I I i � = o rl m o _ SLOPE O - I I N N O ACV I I O L (A (DDINING i M U COVERED I .cis PORCH � $A SLOPE ; LO LO J� >= 4'-0" 11'_0" 4'-4" 3-011 --------------- O 04 I I ,. .�.. COVERED 6" WALL I I PORCHb [El TV I I _ I O I o I A a0 I o (t _ 20'-8" o I I moo O 6'-6" I I [El 0 I F II r � LIVING ROOM DW KITCHEN _ MI�Rp O = CV d PANTRY z O SMOKE LO 0 r fii � � '.. 261-01f 111-411 CV DETECTOR,TYP. J 7-0 O 6-0" REF r--------- _ O --------- -------- bO N WICNt O -77 41-511 LL ' O o018-8 71-411 6'-9" 11 V-7' to - , .oL1J 04— 1 '-2jo .. 1 N A-4 LL >;�.'.. M KE 6 :... .. .. :, . . . ., . . ..... ® � BEDROOM/ OFFICE DETECTOR, T P. SMOKE 6"WALL(P Q 1 1 4 1 2 ODETECTOR,TYP. FIRST FLOOR, WH M w I I IA-d A-4 TYP. �o o _ LT/SH 04 , o� n ' ";;.: F 00W FOYER _ 3- O N , o w- CV 9R P STORAGE U o - c') EW-EGRESS (n 0 WINDOW,TYP. EW W 4 ULL 4.. U W m 15-0" 91-01, 5-4 6'-10 I 2'-5" 7-2" 31-411 41-511 '17 4811 GWB TYPE"X"AT I q I L1.1 z GARAGE SIDE WALLS TO 1 -��� IRESIDENCE AND AT CEILING ENTRY - ----------- TO RESIDENCE ABOVE COV R E D _ Y O >:. J N I SLOPEYa O o Q. z 10'-8" O »! CONDITIONED AREA: O Y I I FIRST FLOOR: 1,451 SF Q T M- SECOND FLOOR: 1,446 SF I I I TOTAL CONDITIONED AREA: 2,897 SF I OUTLINE OF 2ND I FLOOR ABOVE:,TYP. NON-CONDITIONED AREA: H I I GARAGE: 738 SF Q COVERED ENTRANCE: 79 SF I I COVERED PORCH: 355 SF I 2 I € TOTAL NON-CONDITIONED AREA: 1,172 \ :<>::.:>.< ..: ::... ..�': .:. ><€ TOTAL AREA UNDER ROOF: 4,069 SF Z 4'-4" 14'-4' 0 C Ct Lu 28'-8" 12'-2" Ir 17'-4" 58'-2" JOB No. - - DATE 08/20/13 DRAWN Ov FIRST FLOOR PLAN CHECK ov Lu i. A— 1 1 © Copyright 2013 • Ogy Design, Inc. OF II I r - � M SCI0 D 00W -- --------------- — — — — — — — — — — — — — — — — — — — Y! —— C\j Lo – -------------A --------------- L- co 53'-6" 3 in 12 SLOPE @ PORCH ROOF BELOW i 70 C: Qj l 44'-4" 1 C •> o I I (D C I 9'-2" 16'x4"I �j'_4" 14'-2" I 6'-6" i L- 0) r/ j5'-5" Ct 3'-4" 5'-5" i � 0 1 • (0 �— O O ,� I, _ Ct 51-411 2 1 a-10 5'-4" -8 1 3,-8„ EW EW >= N 3 - - - - - - - - - - - - - - - - - - 0 0 bo O O - N _ – – ----- Ty Qo A-40 cM i � o I - I = EW i� WIC Zv Ct i 8 Us 6,-6" i t L- — Ml N BEDROOM 2 = TLT O - 5-0" 6-76'-7" H - r `Y' z - Q I >: 6' ALL = I� O N O = HVA w I = I BATH G -' _ O N sD Di 7'-4" " LAUND Y I M-0 O OM2 22"x3 O" �--� I - " LO _'ATTIC MASTER BEDRO : ......:...:.... ACCESS I \ // I - 4-6 4-8 6-2 HALE Cu Z BEDROOM w ti..... . , .........:.:.:...:.. . wic 0 U 2. 5.. 3' 1„ - .::::. ...:... (� W O - 12 N - 1 DN N N ------ O V) MM STA R q,U ,.; 2'- I � Ct TLT �r ® _ o o 8-8 3-10 Tv W _ 3in1 00 1 _ 04 I Q r – – – _ _ _ – 9'_2" 3'_0" EW-EGRESS I r MASTER F F WINDOW,TYP. _� ��/•� I 0 BATHCt IF, p LOFT B I W � - = SHO R M N - - - - - - -IG – I 00 Q 6'-0„ -1 ol W U co I [r� � �� w 3._4.. Q N N co I A W U m 2-3 4-0 4-0 2-C3 -0 2-0 2-3 2-4 2-3 6 -6 L Q I 1 Ct Ct Ct I z I I OW g I I - ' 7'_0„ I 12'-6„ 101-101, IN WIC WIC i I - --- - F— I- 0 -----------------��J Y w 1T-6" 1 7'-10.,1 I 00 O L---------J ^`"". I E I u') U O I T < I 3'-11"OI' 3-11" 3'-9" 3'-91' f AII 15'-4" 36'=10" Q 3 in 12 SLOPE, TYP. OUTLINE OF 1 st I FLOOR BELOW,TYP. I _,T I I , - - - - - - - - - Z O 53-6" w X JOB No. - - DATE 08/20/13 DRAWN OV 2 SECOND FLOOR PLAN CHECK ov ' 114"=11.0" Z OX mood I © Copyright 2013 A- 1 • 2 Ogy Design, Inc. OF 1 I I 2'-0" ------------------- - - - - - - - - - - - - -- - - - - - - - - - - - - ------------ ------ :L0 -- ------------------ i� o O CV CV N � N Q O CO O 3 in 12 SLOPE,TYP. ( I q ROOF BELOW I I CO Ln a CV (V LO CO M L3 � QN N _0 �--_ CO I I 1 C: WINDOWS O E3 C D E F G H ILn -5 NT I I I O O O O O O O O c: '5 O I SINGLE HUNG SINGLE HUNG FIXED SINGLE HUNG SINGLE HUNG TOWER FIXED SINGLE HUNG FIXED WINDOW SINGLE HUNG (1) C I + WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW 0 ! r I R310.1.1 Minimum opening area M U — _ — _ — — _ _ — �— — — — — — — — — - I ; I All emergency escape and rescue openings shall have a minimum net clear 03 E..................................................................................{ opening of 5.7 square feet (0.530 m2). CD .............................................. .........E i Exception: Grade floor openings shall have a minimum net clear opening of 5 LO >= ,�;; square feet (0.465 m2). _ _ I I R310.1.2 Minimum opening height. i '� f..•° _ I I I The minimum net clear opening height shall be 24 inches (610 mm). , ; €; EE , .-,`.. ,_ `•• , ( II R310.1 Minimum opening width. il The minimumnetcear opening width shall be 20 inches (508 mm). Ii = i ; • R310.1. 4 Operational constraints Emergency€I escap e and rescue openings shall be operational from the m without the use of k I _' inside of the room special keys, tools or s knowledge. d e. iR I E E iiii i i .......... .., ................. ... 'J . METAL R OFING PANEL SYSTEM ' ...',` -......----- i OVER SELF- HERED MEMBRANE ............... {+{ ' WINDOW TYPES { 1' 2 -6",TYP., U.O.N. I = OVER ROOF ATHING 1/4"=1'-0" 306 _ i g = i r # NOTE: PROVIDE VE AS REQUIRED V) ' DOOR SCHEDULE W E N, .,..,... J I ........... ............ ie,,,,„..,,,,,,,,,,.,,,,,i,,,,,.,.,.E ...., . . ........ .. ...........,- ,_ ..........-....................M......._........................ MARK DOOR SIZE REMARKS E ; _. ::::...... ........_......... I 3' 0”x 8' 0"x2 1 E 1 1 PAIR /4" ENTRY DOOR W I ' V I A-4 0 16'-0"x 8'-0"x 1 3/4" GARAGE DOOR = J PAIR - x - x 1 _ _ 3 3 0 8 0 2 /4 EXTERIOR DOOR, FULL HEIGHT GLASS 6 in 12 _-_, ... ...... TyP E t _ 3 A3' 0"x 8' 0"x2 1 4" EXTERIOR DOOR FULL HEIGHT GLASS Lij € _ 2'-8 x 8'-0x1 3/4" 20 MIN. FIRE-RATED Q �w i P I SLO CEILING, PED • _ ;_: _ - - „ " J 5 2' 8"x 8' 0 x 1 3/8" 4 0 .C. — =i= O 4" .. I LO EN ..... WCL I � � MAX ii © 2'-6"x 8'-0"x1 3/8" _,_.....__.._.__, LL 3 in 12 :• _ PAIR 2'-6" 3/ I � ......................� 2'-4"x 8'- 1 3/ .........:..:�.:......... d I _ - -0"x _ .. 1 -.- TOWER ROOF ...........i 0 2' 0"x 8' l 3/8" 10" MIN" " I VI � — - - - - - - 1� 3/8 BI FOLD ............. .. 5 0 x 8 0"x 1 _ ..mss.. Co = - I e„ 2' 0”x 8' 0"x E E � �.. .�. ...� ... .. 1 8BI FOLD 1'-6"x -0"x - 0 'O 8' 1 3/8" BI FOLD Cl ClI I ^ O ........... ............_...- €.......................... I I I I W J I TE: C3 LL ALL DOOR TYPES TO BE SELECTED BY OWNER � I I ( I 3 in 12 SLOPE,TYP. I I U UW QROOF BELOW ------------- WDOOR SCHEDULE TYP. STAIR DETAIL -------------- QN.T.S. 1 1/2"=1 -0" U i ( I 4" IN TYP. z I ....................... _...... _ . :: :::.,.............................' Q W ?............................. ROOF BELOW 1 I . J / i I I Q I O I j it I • � I O I — O cn WOOD I 1 • 1 I. Q Y I I I 1 STRUCTURAL I I Ln UQ 3 in 12 SLOPE,TYP. I I I PANEL MIN> ROOF BELOW I I X6, I I I r I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I W 2Y2",TYP. Q I I � I I 1 I s 'LAG BOLTS TO PENETRATE DRILL HOLES AT EACH CORNER I THE WALL AND FRAME AND AT 12-INCH INTERVALS L——__—————————————— ——J SURROUNDING THE WINDOW AROUND THE PERIMETER. DRILL AT LEAST 2-1/2 INCHES. EACH HOLE 2-1/2 INCHES FROM THE OUTSIDE EDGE OF THE PLYWOOD, O A ' TYP. 0 ' v NOTE: > IF THE OPENING IS LARGER THAN ONE SHEET OF PLYWOOD, PROVIDE SHUTTERS WITH W ROOF PLAN 2X4 BRACING. BRACING TO BE 2-2X4 IN THE MIDDLE AND BOTTOM OF THE TWO 1 SHEETS OF PLYWOOD, EVENLY SPACED, WITH THE 2-INCH SIDE ATTACHED TO THE 1/4"=V-0" INSIDE OF THE STORM SHUTTER.ATTACH THE 2X4S TO THE OUTSIDE OF THE STORM SHUTTER WITH 2-INCH, 10-GAUGE WOOD SCREWS BEFORE INSTALLING THE SHUTTER. JOB No. - - SHUTERSNOTE: DATE 08/20/13 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF X6'AND MAXIMIUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANEL SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH DRAWN OV ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE CHECK OV PROVISIONS OF SECTION 1609.6.5.ATTACHMENT IN ACCORDANCE WITH TABLE 1609.1.4 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET OR LESS WHERE WIND SPEEDS DO NOT EXCEED 130 MPH. PLYWOOD SHUTTER & ANCHORING N.T.S. © Copyright 2013 A-2 Ogy Design, Inc. DECORATIVE POLYURETHANE 5 BRACKETS,SPECTIS MODEL#"BL 2432" NT T . 0 _ OIL ELEV: — — — — — — — — — — _ — — -DEC$RATIV — Webb Wade TOP OFF CU A-5 CONTACT:CUPOLA CUPOLA 4430 River Trail Rd. CO CC) ot ELEV: 28'-10" _ _ _ _ _ 12 Jacksonville, FL 32277 LO TOP OF ROOF M-ETAT-ROOF�1EE- _SfDTNC;__ — 6 CV SYSTEM — CzLO Tel.904-744-76450 co N Cell 904-651-2233 Fox. 904-744-1746 E-Mail.webb@wadehouse.net CU RT hELEV: 24T' - - - - - - - - - C -> O TOWER PLATE HEIGHT 12 6� — — � � a� ELEV: — — — — — — — — — — — — — —PLATE HEIGHT — � � { F F F F. Fes' FF<�•' SIDINGBEYONDLi a'F< F.^:F .•`F' m >= { � F.• It Ll / SHAKE SIDING,TYP. LILLL METAL ROOF PANEL SYSTEM " t ELEV: 11'-&' _ _ _ _ _ _ _ SECOND FLOOR 3 � OIL ELEV: 10T' PLATE HEIGHT ij WOOD FASCIA : I 8"BAND,TYP. F F/ FF.::'F:';: ::: .F; . STUC CO FIN W ISH TYP. � '%��,'F�� !' �!• i 'RFs '�.�: }:�' .. 4"BAND TYP ' :F,• E s K;�• f SINGLE H S G E UNG WINDOW,TYP. i {' 3 F t 4� ELEV: 0'OIL 0 �/ FIRST FLOOR — __xx Q W FRONT ELEVATION Z w 1 1/4"=Vw O Cn U) U_ DECORATIVE 1 ELEV: 28'-10" CUPOLA BEYOND A-4 W TOP OF ROOF `£ =F I _j ILL Q i ELEV: 20'-9" � E, � - — - - - - — — - - - - � � m I PIATE HEIGHT .v _...::z:::.........................................::z:::..................,......,...-,,......,,....,.,.,..........:::::.,,. U .............................................................. ........ . .. ... . LLF- .,i•. ..........................................................--- ,, -------- � Z w .................................................................................... .. ............._., �- f- 8"BAND,TYP. ' 4"BAND, TYP. SIDING BEYONDLLU — „ _ J ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ... ELEV: 11'8” € ` .a,s _...........................................__.,,,,__,_ _„_,,,,.,,............ U ._..,.,... 12 O h SECOND FLOOR — — (---t2 �, . — — — — — — 3— — — 3 ::. 5TYP. T ELEV: 101-0” LATE HEIGHT IiS 1 � , F : eF f' I FF'F 4 •''`•.Fr'a. i i F• { ,.... :,.. �.. '...•' •':.�• "•: ��''�. �'. ` '. �.'..,..'••.�.': . .. .. .. ,�'{�`` ': F`• DECORATIVE STUCCO FINISH € � . . .• ,.,;. ,..,... ...... ti..,.. F.} POST,TYP { } {FF;`• { } }' 2 F F� <F F'F { { /^ F : F` F. tet„ `l fr�fFF a _ \ \ { i j W CcI f�• { • .;'. 3� :v F F t.. I . . . .. ELEV: 01-0" i S I FIRST FLOOR JOB No. - - iD 2 RIGHT IDE ELEVATION DATE 08/20/13 Ln LU 1/4"=V-0" DRAWN OV CHECK OV © Copyright 2013 A-3 . Ogy Design, Inc. O n i i I 00 CO CO • N o N M 2 M �� co co METAL ROOF PANELLn ~ SYSTEM SEE SHEET A-3.1 FOR ,..: ADDITIONAL NOTES CD C:O m HAKr SIDI G, F YP. _ �` - - - - - - - - - - - M ELEV: 29-9" i LO <' ; PLATE HEIGHT _......__...._...... _.. _... _.... __...; < F�,• , .,.: F,F F{ .. .F{ .: r!-�•+ � F^{.F j ,a%F;.': • ..,._....,.._............................_......_................. , F ..,. F'+,? :+ i? {; �Fa :, fF"`'+:? aFP=: `•.^?'' ...... ..........,.._........._........................................••_.............. .......................................................... F}� .: ??is:.•.>r�, .. <. ....,...................,,.,..........,........,,........,..,..... BEYOND .�.. SIDING ?'>+.}{ +�' •;.;F :: �^ _?F {:`:'. .:, .;af:^•'%....<{, .. :;EPEE. ''i;;:;•'{r�:.. ......... .................................................... ... <<a?^:.�.•F�:.. •F^>:a:'Fa:.•"F ?:'?' .Fi?�f?;:} F•�<•F J',:�.•',.F ?FiEE;`{F^`�.-:``� �;F.F.?{} ^<,, .,, :.: ....................................................„......................�...... FF? { ..••••.•••................,•••.......,---..----.........,•......,.•........ F}''< ; •..F�:<,. EFF. •, :;,F;t/.•: ? .. :: F=': .. ...................................................................................... — ELEV: 11'-8” - - - - - - — - - - - - SECOND FLOOR — _ _ ELEV: 10'-0" - - - PLATE HEIGHT Z '. ' •:FF: '• F%y•�:• .;.+/':.33�� :FSFj,?•'F• • , Lu •.• ... �:'.<_ •..ate }F+ {' ^'d F F,•F .dF . Fa^. F F F< F : FF• '•r 3<{F FFx'. FFF,F y' FF F^•^ . F �t .e3'J?••'•F {f F F •`.F { <}F' f>F `'7 1' dot' �F F•dd•:+`a .Far. 'Fff,f:• • '.F F ?+: F+a:: I F•f„` < •d'FF: ' F •%V>,F :{? , F•d F� {F ,. F F AFF/f^ '+�,<v':•.•�•�F �+' .F ,< 22. Lu Fye • : _ ELEV. 0-0 _ _ _ FIRST FLOOR w STUCCO FINISH J W P REAR ELEVATION � c� H Q Lu 5 G P —._ TY . W 1 DECORATIVE-- � CUPOLA A-4 Q METAL ROOF PANEL _............,.......................... ,, -- cn o SYSTEM J SLOPE 6 in 12 ' J = ELEV: 20'-9" i F T I Z PLATE_HEIGHT '._ LU ILLL ~ Q _LLL —,LLLLLIL .F;•F L/011 LiLLUKE SIDING, –j SHA�F. TYP. z j F 40 0 O� METAL ROOF PANEL F SYSTEM LO � Y Q 12 SLOPE 3 in 12 — — — ELEV: 11'8" - - - - - - - - 3 — — — — — — — — L L L SECLuOND FLOOR — — — — - - — — ELEV- 10T' PLATE HEIGHT fi ate•.' r` 'FF+ `:AFF . . F<,:. > F+ .: +::: .. . . ... <..: •> .:• � :.. .. STUCCO FINISH •F^ f < f { F" F { F .- .•'F� aFiF /^ FF • f F• > +: f;F f I r {.. F F 3 F•'F .F ,F f . {^ =:F Lu 71 — ELEV: 0'-(Y' — — — :. . . JOB No FIRST FLOOR DATE 08/20/13 ID , LEFT SIDE ELEVATION DRAWN OV 2 1/4"=V-0" CHECK OV 2 Copyright 2013 A-3 • c O OgY Design, Inc. OF li t1 i REQUIRED FASTENERS & CONNECTORS METAL ROOFING PANEL SYSTEM METAL ROOFING PANEL SYSTEM PRE-ENG. WOOD ROOF 12 OVER SELF-ADHERED OVER SELF-ADHERED TRUSSES ,SEE STRUCTURAL MEMBRANE OVER ROOF MEMBRANE OVER ROOF 6 SHEATHING SHEATHING INSULATION BAFFLECO 1 00 00 LO Cz L3-- -- vvvvy "Tyyyy -� ----------�ELEV: 20-T' i N M �— -� 4Cb - -^ T PLATE HEIGHT R-30 MIN.ROOFLn C �> o INSULATIONCD 0 , - I Y"GWB - — — ------ ch ' ra1 V _ , i s V _ ELEV: 20'6 ~' VENTED SOFFIT PLATE HEIGHT M Cz \Xj GWB co .� LO R-30 ROOF INSULATION >= 2x4 WOOD FRAMING, SEE STRUCTURAL h\ 2x4 STUDS @ 24"O.C. Q \ . ~' GWB EACH O Y2" C SIDE LuSe Q i I .. LAP SIDING OVER WATER �~ z RESISTANT BARRIER SEE PLAN FOR WALL O LOCATIONS \u. FLOOR SHEATHING w FRICTION-FIT SOUND O PRE-ENG WOOD FLOOR COORDINATE ATTENUATION BATT J TRUSSES, COORD. W/ `' CONNECTORS WITH INSULLATION, J STRUCTURAL STRUCTURAL OWNER'S OPTION f i -- ----------OIL ELEV: 11'-6" SECOND FLOOR T.O. FLOOR JOISTS W FLOOR INS LATION, STRUCTURAL �" r l i I II FLOOR SHEATHING,SEE � U I 8"TRIM,T.O.TRIM @FLOOR LINE -' OPTIONAL ---------- ELEV: 10-0 --------------- ----- --- -------- -------- ELEV: 1 1'-5., PLATE HEIGHT -- ----- SECOND FLOOR �" ~ y"GWB yr, : j . . . .. _.. . ,: T.O.FLOOR JOISTS II I w _-- - ELEV. 10'-1" PLATE HEIGHT `x Q STUCCO SYSTEM OVER PRE-ENG.WOOD FLOO WATER RESISTANT BARRIER TRUSSES,SEE STRUCTURAL O (PROVIDE J L WATER-RESISTANT BARRIER . PER FBC 1404.2.1 ' J W L X"GWBCn>. J �.� W Q Lu U w I i � Y16"OSB OR 1/2"CDX � �; Q m U PLYWOOD SHEATHING,SEE iri STRUCTURAL w 2x4 STUDS @ 24"O.C. z W 0 2X4 WOOD STUDS @ 16"O.C. N w. - 1 o U „ SEE PLAN FOR WALL 2"x4"STUDS @ LOCATIONS SEE STRUCTURAL FOR J 16 :APPLICABLE FFASTNERS z O q` R-13 WALL INSULATION �, O + .: U LO B EACH SIDE Q >•. T_ VVI_ Q^ ui \\ ~ FRICTI6'N-FIT SOUND A N ATI N BATT INSULLATION, OWNER'S 2 OPTION CONC.SLAB & A-5 Z FOOTING, SEE STRUCTURAL O f ". 1 --- -- W • . .'ll I CONC.SLAB & Ir ------ 77 l t l 7 /771 \� = } FOOTING,SEE 2PLATE I \ � x4 I 6 MIL VAPOR BARRIER ON \/\\//\\//� +. I STRUCTURAL c,. COMPACTED 8,TERMITE TREATED SOIL I ELEV: 0' JOB - - -0" No (/j///\///\.( \//\//\ :.•'. •.;'.. :'. :. .: ' :. 7 . FIRST FLOOR DATE 08/20/13 DRAWN OV �x\\\ • .� � •.� �•.•:••.�•��.�• �� CHECK OV TYP. EXTERIOR WALL SECTION TYP. INTERIOR WALL SECTION 3/4"=1'-0" 2 3/4"=1'-0" © Copyright 2013 A-4 Ogy Design, Inc. OF i I i 12 6 HURRICANE CLIP, COORD. W/ STRUCTURAL 12 I 2'-0" PRE-ENG. WOOD ROOF TRUSSES, METAL ROOFING PANEL SYSTEM OVER - - - - 3 I z SEE STRUCTURAL SELF-ADHERED MEMBRANE OVER ROOF R-30 ROOF INSULATION _ SHEATHING, SEE STRUCTURAL - P.T. WOOD BLOCKING CO CC) L0- - WOOD BEAM,SEE STRUCTURAL I o '-� -0 N ^�� 1 - - ELEV: 10'-1., CZ N M ---------- - — --- CO 1'-6"TYP., U.O.N. T.O. BEAM O � PANEL END PER M.R.GWB -0 Hf - Cb \" MANUFACTURERS STANDARD PLYWOOD ON 2x4 P.T. i ALUM. EAVE FLASHING _ � ,...�s,,....�. � ...�• .�.., FRAMING, PAINT WHITE _ ^ ' ;: ' '_ V 0 LU C/) OILELEV: 20' 9" P.T. 2x6 WOOD FASCIA, PLATE HEIGHT + PAINTED OR ALUM. V l -�� Y2"GWB ON ROOF 1 �� CLAD, OWNER'S OPTION CO .CZ TRUSSES LO HURRICANE CLIP,SEE STRUCTURAL '` \ " ALUM. EAVE FLASHING BEAM/ POST CONNECTOR, >m 2-2x4 TOP PLATES,SEE ' SEE STRUCTURAL STRUCTURAL P.T. 2x6 WOOD FASCIA, WOOD POST,SEE STRUCTURAL 1 10" I I y"GWB ON 2x4 FRAMING, SEE '� PAINTED OR ALUM. DECORATIVE COLUMN STRUCTURAL �_ CLAD, OWNER'S OPTION I I VENTED SOFFIT 4"HARDITRIM,SMOOTH I I R-13 MIN. WALL ,. \" INSULATION LAP SIDING OVER WATER I I \ RESISTANT BARRIER I I WALL SHEATHING,SEE EAVE DETAIL @ COVERED PORCH ���-• STRUCTURAL 3 1 1/2"=1'-0" 1 EAVE DETAIL, TYP. J Q I I LU WOO POST,SEE STRUCTURAL I 10" I = D ATIVE COLUMN I I z J � Q POST BASE CONN€CTOR,SEE 2' I I STRUCTURAL I I W }- 4 4 1 1 7R_ I SLAB &VOTING, SEE U CONC. , STRUCTURAL I ° I _ 1/2"GWB ON 2x4 WOOD EXTERIOR WALL "'" 7" FRAMING 16' .,SEE , SHEATHING,SEE --------- ---, -- --- ----- — ---- — ELEV 0'-U' _------ ---�—: STRUCTURAL STRUCTURALAl UJI FIRST FLOOR BUILDING WRAP R-13 MIN.WALL INSULATION ; STUCCO SYSTEM-OVER / STUD PLATE TIES,SEE WATER RESISTANT STRUCTURAL BARRIER PER FBC 1404.2.1 \ �"— IY ILL PLATE W \/ (n O P.T.2x4 S / NOTE:ALIGN EXT.SHEATHING WITH ° e j W _j ACHORS,SEE FOUNDATION WALL/MONOLITIC FOOTING IF j / \ STRUCTURAL '\�"�.- � APLICABLE,TYP. U CONC.SLAB,SEE WEEP SCREED TERMINATION STRUCTURAL "�., , .\�/ W Q /1 W — ,— ELEV: 0'-0' — ——— LLJ U m ° I FIRST FLOOR . 4 a - ° SMOOTH MORTAR Z - -� -� FINISH i 4 COLUMN BASE DETAIL W g , lj �j � :e " GRADE z PAINT ALL CUPOLA SURFACES, O CMU STEM WALL, SEE EXCEPT LOUVERS, GRAY, MATCH 0 Y / \� STRUCTURAL ..,., \ ROOF COLOR L O U °a Q r, CON FOOTING, i C, SEE \ \ \ \ \ DECORATIVE POLYURETHANE \. �i \ STRUCTURAL CUPOLA,SPECTIS MODEL PAINT LOUVERS WHITE ° "CUPOLA 2125" W NOTE: www.vedtasproducts.com/ ... COORDINATE WITH architectural-products/ CONT. SEALANT ALL AROUND STRUCTURAL FOR spectis-cupola-21x25/ °° FOUNDATION TYPE. _ TURN UP METAL FLASHING ° Z 0 P.T.2x BLOCKING, COORD. W/ ��:.:: METAL FLASHING PER MANUFACTURER > � STRUCTRUAL FOR ATTACHMENT ;�� '�'�� STANDARD w METAL ROOFING PANEL SYSTEM OVER SELF-ADHERED MEMBRANE OVER ROOF WALL BASE DETAIL, TYP. SHEATHING 1 1/2"=1'-0" `�' JOB No. DATE 08/20/13 DRAWN OV CHECK OV � DECORATIVE CUPOLA DETAIL I © Copyright 2013 A-5 Ogy Design, Inc. OF �I WP GFI ,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,, w, :,_...,...,. ............. ,,,,,,,,,,,, E, , E E m• ,,,,,,,,,,,,,i E ” .......... , \ E 11 00 co 00 14 E E LO • z CU Cq LO N ® ; I EI 0 CO COL3M `� E E E ` E E E .......................................................,,,,,,,,,,,,----„.,,,.....,.. ........,,.,..,. / I „ z ul 1., � aD `6” "CoF / // � WP GFI E / �......, ,Q = I i� ' Lu IT CC = t1/ E E E D I z cu COEE E =E •r E , 1 ,^ •„: �,w,.............. ,,,,,,,,,,, i E E EEE; Ei �! ,,,,, GFI __'z ell 1�> z >= is r „ i 3 .•, �E I � AS �n A I ,e M. _ E i E E/ 1 E.: \ D O i, E� E E I D O `64 W..,,, , i 1 E € EE „ i \ lj� ,,,,,,,,,,,,,,,,,,,,,,,,,,,, U E {f} \ . E E : E i E IEE: ,,,,,,,,,,,,,,,,,,,E,,............,,,,,, ,,..,...,:.,,,,....,.,. ` \ \ \ i '_ "?E `` i r / \\ „ ~ \: // „E \ 1 i i V A E „ \ E E / IE .\ E �: W ,•,•,•000,,,���eee _ ,•� �y �• �, •„ ��\\ U GFI E .. .E E E E € J \ 3 a \ 3 I \ f t 3 : WP GFI \ \ J E E , E E E E . E E E _ E , , E '• E E E :' E : \E > i ...a^' 1 E i •... "\ \ EERill \ \ \\ EE\ E Hill U i EE EE \ ------- \ E, �_E,_ ,,,E„ ,— — \ \ 2011 3 EE \ ,,,,,,,,,,,,,,,,,,,,,,,,r E �. GF \ \ 3 E W IMEN\ \ E3 \ , E / \ \ \ 1001 TD �IG�iT AE�OVV�--- WP GFI 1101 r� E E • EE EE Lu Lu r. E :WEE f:::E:EEE::E_:E::E_;•: kE:::::::.::::.::.E 1110111 z \�\\�\o�\� mmmmmoom am"o\\, .,,,,,,,,,,,,,,...,.,,, \\ e�\\o� .�o\o��o\ :�::��:::: :,, E T- ............ ,_ � / \�_, E r / i E\ M \ E E i W , , i � I � \\ E /// \,,,, \\ CL ............ , ; r. "L; ............c WP GFI E iTV / / E / PREWIRE I ._ I I I=�....,,..,_ . E EE \ E, E GFI / / I / I O ITCH BELOW 1 I` \ LL E / / E 0 W i ,,,,,,,,,,,,,,,,,,,,,,,,,, ? = E E ,,,,,,,,,,,,,,,,,,,,,,,,...,,,.,.,,,,,,,,.,,,.. .: :..,,.,,. ,_,_,,,......... i t I E E EEe 1 \:ice,,,,, E J E E ° ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ``JJ ! \ �:, � / / ELECTRICAL LEGEND I�E / �� E \ E E E \ / pt E ............ ......._, \ U m 3:EE . E E • / DUPLI-J(RECEPTACLE WALL MOUNTED E E ��• �,. E , \ ! GFl �� \ € l — . 1 iii; _ . ::::::::::::::.:::::::::::: ::: \ I < Z M g to U \ en w < z j� nO OZ WOO- 17 N �I P�Q+' 4 Rrp) Q 86+CP i Y§ <2;Z5 z 4 p<N - o n W C..* r..- °• +� � Q U VS�riQYio p 0p¢mW z y .o< X N N a O Lairca <zix o M O ^„+5Q»w ; �/ ,C). :s �J �J 1 f�J d U o O o cpi a J w L O N ! I'I r ; 1�yyV wl \��.o r/� N� ON�Wyr Jy > z Z� r H z N� \ �• l v• d' �O Z' w U W �_ Og1S 'O pd �3>Jhi Z U N W a k' 'o� N rW O z�~pA a �O J 0 w°i x z .0 z EL 0 CL ^ HTHOO -748-1N _ J Z2 OKK�W Z m L2 12 m 01 � o p C12� m L ow im r �ywjz W Z `oE=E °v 1°amNoww z C) O ` 'E' �wc .� m E `o i ED a a w w y Cfl CORN OF LOT t v •• O o z W y w o a i cmi o �.) o c m o`o o o I--�•1 ?A' SS 4`l / o y� W z c°w a Q O m o o E m N0R :.•• / C \ �G F OwW N v] w � OVc % OOH-. d mm O •• .7. ��� '�� 2 a i d O A W W _•. /(� / Z� pI 'ZL'W z p f� `moo r.�0 E m c"i A' W `P LA MIIJ� 4 / �T• /'`X F U Z O W Q 2 Z g O �'+ an d r°+_ N L T.+d 2 '.. `� O.R.I• /'` / �� a i r•U r N p g m IS4 °,mac *' °>p u U • U tt <0 mo �d<a� U N A Z "� 0 0 0 m �__ d O W 6 W 93§n O Q N •�O'� N J O C may'C N V O at1 !+ V] nt aUd Ea v�p_o ...t' aTO O- u °E �jO y 'ro� O a ��0 � �v� oo Fj �� 1': q� ae ':�• ' O 07 Em o d o o°cp E _ V EFjy Q^[ivilsti 4' X ��• �1 Vl P4 cco;oat °L�. �) O FI 4t ~� WQx+i O O ; . ,ate ;i,i•; ,':/ e^ � \r� C ~ Oy dmrn-0c oLN m O ID' o p giq� } ° _0 o m I--� ` O `oma ESE ` Edc ! V1 �� nn� 'J <Y• �O I a U p mo'oo')IZZ3 mddo 0 z �� ��V �� est � Z�amid m`om'm �.L.««E III! c. M F. o o M E 1� a' z P. til O O C� u°�i "N W r W O n 8 rnaD U_0 (n NNmP • to L0 N J J FL�1 �1 a O / \ O °T p d q 4 N J O w o 0 0 o w N E p W .�1 N Q m t d r 6/ Z N m li Q it V) in F m Zo B R L ,��� ^ 7°yyA N +'f I•�1 W z 2 (� z o: Jbo�yy w J J v U /�� o z �' �N s z oZ w o wiz ii z g ` c.°ya - ' bK F W W VIZ W W 0: K0 ZEN z x O +1dN�D O W W W Z>Wq_N y� N < N 1�1 W W p� a �ZZF �WNa>Z o-J Z � <23ZpW U 7 < UK NYK3 W < (3 `a1 0 < N W < W r U U U a 3 W W < F W K p VI U q.►• M o a A �< z do A� 1 a0:z o p z _ omyF 6 WWW �p�s 'Jr-a a1A .. � j trizw pp r- NN a r< pU� Z U N 7 O q NJ z w O 2 \ �A. 3 Wd ya�vpi JW�Wt7i ZOO Z�aTVizp vr-f <F Za Zd > Wy� < ; BUILDER: Ossi Homes I _- ' �. SUBDIVISION:' 18'5" 4'8" 8,4. Park Terrace N N ' LOT NUMBER: - - ---- I IV � I I , I � I MODEL: FILE COPY _ Custom -- - �J28 J28 DESIGNED/CHECKED: r a dDnis J29 - J29 DB/DM 33 IT I I - = =44 N iU 440# U 3# I Bol TRUETRU - -_ T37 FF01 — LUS24 35 N S N T T38F-77- ii A 602 = T36 /!/!06VIS90lA OF I, 4-- LUS24 , N. - -- I- T36 ill __ N NI N N N ' -.. ---- LUS24 LL - T36 LL LUS24 -- - T36 I ' ll IIT li Ili '; LUS24 i� I -.v '� GE03 I' l' �m �C, 0 v i v v in �n 0 0 0 -- - b o o �j o o to 0 0 o Ido 0 0 0 0 0 0 p IF LL LL LL IILL LL LL LL ILL LL LL LL LL I,LL LL LL LL LL LL' LL LL LL I. ILL LL PEX NII N_ W OD n _ 2 r 2 2 2' 2' 2 2 2 2r r 2 2 2 2' 2' 2' 2 2' OI I I I I I • I I III 1 This drawing Is not sufficient it i a a a a o H IF Fx- N N N N N alone for installation. '.. FGEZ N N N N N V V 7 V a a a a a Additional instructions FG2 N N x x x x x N O O �❑ I win N N N accompanying in this drawing, 0 o P 9 9 F11 'r y I al v v - _ _, _ LL LL N N N including BCSI-B1, should be �* F11 `� STAIRS �� ~' ~ `r aN J31 r z' x zx o used in conjunction with the F = 6' F11 N o 0 0 0 0 _ architectural and structural LL ILLI LL LL LL LL Q Q J33 plans during installation. If 2'- - J32 BCSI-B1 has not been FT05 -- HTU26-2 N shipped to the site with the 1'4" FToS - HTuzs=2 c, o o �, ,'6" components shown on this 1,4" FT05A - - - LL LL LL LL M N y✓ page, please contact Apex 1'4" 1 'I 2"LE GE F 4" - Technology for a free copy. FT06 1 Permanent bracing for the FT07 —- Fro? E1'4 _ - building, including bracing to FT07 _-- _ - resist wind, seismic,or other N 1'4"FT08 lateral forces, and permanent 1,2„8 - - FTos - - - _- - - bracing for all structural 1' "4 0 0 00 0 0 Fros - - - - -It0 W elements, is the responsibility 1'3"4 C7 of the Engineer of Record for FGs the structure or the building FG5 � designer, per ANSI/TPI 1- - ��PlXgi J33 - J33 ALL EXTERIOR WALLS HELD BACK 1/2”FOR SHEATHING ZOOZ J32 J32 ``'a� Q •PRIVESO !I',,, a •� �y .�GNSE ' •.N ®'. I I I ,.• AP IN M a a ¢ a as ¢ a a a M M y� o LIJ -- 28'7" - ----- n 0 •z 12'2" - .. _ - • a I I 174" 4'6"_ e VILLE , FL, 32224-904.821.5200 ®'aa� APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONs tR' BUILDER: Ossi Homes SUBDIVISION: Park Terrace - , rro, :r � LOT NUMBER. ' MODEL: FILE C0PCustom DESIGNED/CHECKED: 16'a'• ----- Ta" -,- -- - -- 14'1^- - ---- ,- 6.6„ DB/DM 0-9 10 ' I -0 , I II I f J01 _- - J01 J02A 2•s" J02 rMUEnUS311 7# ~N - u=122sa roe 1�Hi`�It®LTE $®USE + u o J NN J09 Wo JOa O Ir (n' vI m m, N U) ar. N J09 I NUS6 T2 2 0 J06 - -- vz NI NN J04 (n "04 LUm v ti ao N T03 JOS `v I i LUS24,T04 ( J06 co T04 T5" LU524 - 6' o zi N J06 LUS24 - --- J06 I IIS y N , LUS24, m � � co I- "i� � � fO;� 5 ✓ PEX ;T04 04 - --- - / rm� �� — - J06 LUS24; a1> > > > D HG S 2 z �f31 z_- z/ sH US2 -2 T05 LUS26, - y JOS J27 J27 . - This drawing is not sufficient M � Cn J04 alone for installation. 2 J26 /J26 - ! 110 I Hus26 T20 V Additional instructions J25 -J25 J21 y accompanying this drawing, J11 5•- —s- ✓°s including BCSI-61, should be J24 124 N J2o used in conjunction with the T2s HUS26 J23A n �3AA architectural and structural T26 - GE02 _ a Tzoa plans during Installation. If rzs -.-- J22 - J22 BCSI-B1 has not been II 1 s shipped to the site with the N T26 -- � o > components shown on this I N N N N -M y✓o page, please contact Apex 04 N > Technology for a free copy. T27 Permanent bracing for the building, including bracing to rzs LUS24 j ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING resist wind, Seismic, or other T29 o - - Jot lateral forces, and permanent LUS 4 T29 ;F M bracing for all structural 1-4" elements, is the responsibility - - Ge01 y✓ - of the Engineer of Record for -- �s the structure or the building designer, per ANSI/TPI 1- 7.9"------ �7.6------- 7"" 12'5"� 4'1 2002 53'5° - --- ®® p�RNES s®t �a` y F •.O� 'i Z No rt F ;w` o ;Z o ' III �, el e,L�� APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL,32224-904.821.5200 c�l� tQ►�" DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING TABLE 7: METAL CONNECTOR SCHEDULE G REQUIREMENTS SHEET INDEX NOTES 3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS Building Code DTT2Z (8)'/a"x 1 %"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN 2010 Florida Building and Residential Codes p Z STUCCO AND DIRECTLY MIN 1 32'32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR(l16"24/16 (NOTES 1,2,3) 3j"o)(4%"EMBED EPDXY OR SCREW ANCHOR CS18 (9)10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN ADHERED STONE ST-3A....................1ST LEVEL ROOF FRAMING PLAN Code for Design Loads � = INSTALLED HORIZONTALLY) W/8d COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE NOTE 6 ANSI/ASCE 7-10 � ¢ ( ) FIELD: 2x4 BLOCKING IS RE COMMENDED AT UNSUPPORTED PANEL EDGES. HTT4 (1d)0.162"x 2%"IN STUD/BEAM/TRUSS, ST 4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) w w (NOTES 1,2,3) 5j"0 x 6"EMBED ANCHOR IN CONCRETE MTS12 (7)10d x 1 %"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) ROOF LOADING...............................................Cd=1.25 -' t) MIN 7/6"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL ST-5.......................TYPICAL WALL SECTION SHEET TOP CHORD LIVE LOAD..................................20 PSF U -' ALL OTHER VENEER W/8d COMMON: 3"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HTT5 (26)0.162"x 2%"IN STUD/BEAM/TRUSS, ST-6......................SECTIONS AND DETAILS TOP CHORD DEAD LOAD................................7 PSF a Q (NOTE 8) HORIZONTAL PANEL EDGES),3"O.C.AT PANEL EDGES, 12"O.C.IN FIELD(BLOCKED (NOTES 1,2,3) 5/"0 x 6"EMBED ANCHOR IN CONCRETE MSTA24/MS24 (9)10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) BOTTOM CHORD LIVE LOAD �' HORIZONTAL PANEL EDGES) ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) HDQ8-SDS3 (20)SDS%4'x 3" SCREWS IN STUD GROUP LEGEND ATTICS WITHOUT STORAGE....................... 10 PSF MIN 15/2'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 7O x O ^ TILE ROOF DIA.x12"EMBED ANCHOR IN CONCRETE MSTA36/MS36 (13)10d COMMON EACH END (NON-CONCURRENT) z U `" (NOTE 7) PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL w z r BOTTOM CHORD DEAD LOAD........................5 PSF o = cn 8"O.C. IN THE FIELD " Q H 7 STHD14 (38)16d SINKERS INTO STUDS (11)10d x 1 %"IN TRUSS/RAFTER EOR ENGINEER OF RECORD � w O MIN /e'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH (WET EMBED) HTS20 1 EW EACH WAY (11)10d x 1 /"IN STUD OSB ORIENTED STRAND BOARD N w WIND LOADING................................................. � � z SHINGLE ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING (10)10d x 1 %"IN STUDS 1 �, � ' Cd=1.60 SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. LTT206 WSP WOOD STRUCTURAL PANEL ASCE 7-10,3S GUST........................................130 MPH (5)8d x 1 / IN TRUSS BASIC WIND SPEED FLOOR DECK SHEATHING: 2s (NOTE 2) %"x 6"EMBED EPDXY OR SCREW ANCHOR H2.5T/HA8 SYP SOUTHERN YELLOW PINE 8 /2"T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE (5)8d x 1 1/z IN TOP PLATE EXPOSURE CATEGORY.................................. B (NOTE 5) FIELD. SPF SPRUCE-PINE-FUR Cn BUILDING CATEGORY..................................... p MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d ABU44 (1) (12)16d COMMON&5/"x 7"DRILL&EPDXY (5)10d x 1 %"IN TRUSS CONT CONTINUOUS 4 H8 (5)10d x 1 %"IN PLATE O.C. ON CENTER N ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL EDGES, 12"O.C.IN THE FIELD. LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. N INTERNAL PRESSURE COEFF........................p.1g a) C&C DESIGN PRESSURES.............................. (SEE TABLE 1) "SW'DESIGNATED SHEAR WALLS: MIN 7/e'OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" ABU66 (1) (12)16d COMMON& 5/e'x 7"DRILL&EPDXY (9)10d x 1 %"IN STUD ) M (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM (NOTE 8) O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), (12"EMBED AT GARAGE DOOR RETURNS) TSP 1 „ LVL 1.9E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4 WIDE U FLOOR LOADING..............................................Cd=1.00 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). (6)10d x 1 IN PLATE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. HU48, HUC48, (14)16d COMMON IN HEADER (6)10d COMMON IN TOP PLATE TOP CHORD LIVE LOAD..................................40 PSF NOTES: LLI � .l TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/2"CATEGORY(32!16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING HU28-2, HUC28-2 (6)10d COMMON IN BEAM DSP (8)10d COMMON IN STUD/HEADER _I , BOTTOM CHORD LIVE LOAD..........................0 PSF SHANK NAILS. (0.148"x3"LONG). HU410, HUC:410, (18)16d COMMON IN HEADER Z BOTTOM CHORD DEAD LOAD........................5 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU210-2, INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HUC210-2 (10)10d COMMON IN BEAM OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 0 SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF 4 SDS 1/"x 1 %" SCREWS IN TRUSS/RAFTER Y O CURRENT APPROVED APA.MANF.SPECIFICATIONS. HGA10KT 1 „ INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM U TOP CHORD LIVE LOAD..................................60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP (4)SDS x 3' SCREWS IN TOP PLATE BOTTOM PLATE ANCHORAGE IS %"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW Q TOP CHORD DEAD LOAD................................ 10 PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. SPECIFICATIONS) BOTTOM CHORD LIVE LOAD...........................0 PSF (26)16d SINKER IN WALL FRAMING N - 6. 15/32'32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL LGT3 (12)SDS Y4"x 2 Y2"IN TRUSS STRUCTURAL WOOD BEAM O � BOTTOM CHORD DEAD LOAD........................5PSF BULLETIN Q370 WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, MAXIMUM FLOOR TRUSS SPACING...............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE 7/s'24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER W WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . NOTES: � DEFLECTION CRITERIA CIO 7. 15/2'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON %"x12"TITEN HD IS AN FOUNDATION KEYNOTE CALLOUT 0 LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/2"APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. U) ROOF TRUSSES...................................... 2. REFER TO FRAMING NOTES THIS SHEET"FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES 3. PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED 40 (n MAX 1"UP TO STUD COLUMN KEYNOTE CALLOUT 0 40'SPAN ALTERNATES.REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 0 OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 4. POSITIVE PLACEMENT GUN NAILS,2 %2'LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. U 0 Y TL/240 BASE ANCHORS,CS18,AND MSTA FLAT STRAPS. NUMBER OF STUDS BELOW TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING IN O.C. W BEAM/GIRDER TRUSS.STUDS ' TL MAX 3/4' � _� TO MATCH WALL FRAMING SIZE AND GRADE UNO. Q � w WOOD I JOISTS............................................... LL/480 NOTES 1,2 �. 1 2 STUDS co W 0- TL/240 TL/240 TABLE 8: SPECIFIED SW WALLS Cl) o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 0 BRITTLE FINISH-U240 FLEXIBLE FINISH-U120 z 2 DTT2Z TL MAX Y2" BEARING CONDITION WALL HEIGHT WALL HEIGHT BOTTOM OF STUD COLUMN CONNECTION ~ NOTES: F- &STUD TYPE NOTES 1,2,3,4 8 FT', 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER •1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN W •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL 0 FBC 1605.3.1.1. J 2x4 SPF STUD 16 16 12 - - 16 16 16 12 -- COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. � w w Z � p z 2x4 N0.2 SPF 16 16 16 12 - 16 16 16 16 16 z 0 O END STUD GROUPS "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN TABLE 1 : COMPONENT AND o (2)2x4 NO.2 SPF,2x5 NO.2 SPF NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE � w ° N w u 0 w w w 2x6 SPF STUD,2x6 N0.2 SPF 16 16 16 16 16 16 16 16 16 16 SW TYPE NUMBER OF STUDS = o ° ° _ CLADDING DESIGN PRESSURES SWI,SW2,SW3 2 HEADER STRAPPING KEYNOTE CALLOUT J a o z W o N m z z 0 Q � ww - ° ma0 a< nWL 2x4 SPF STUD 12 12 _ _ _ 12 12 - -- -- SW4 3 NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 0 w w m > ° 6 w w 0 0 1 WINDOWS AND DOORS ¢ O 2x4 N0.2 SPF 16 16 12 - -- 16 16 12 -- -- 1. KINGMACK STUDS MAY BE INCLUDED FOR STUD GROUP 1 MSTA24 TYPI=Ofr STRAP CONNECTING HEADER TO JACK STUD f� ° 0 m a , z 1- w }CL W w z o 0 REQUIREMENT. ° a a F w N m 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION W Q � a 0 w = w w w 0 m w m EFFECTIVE ZONE DESIGNATION O U (2)2x4 NO.2 SPF,2x5 NO.2 SPF 16 16 16 16 16 16 16 16 16 16 Z z w 0 M 0 W W � F w z z z w WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) 2x6 SPF STUD,2x6 NO.2 SPF •1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP F F 0 Q 0 w a w rj 0 •2NDEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD o W a = o O w ? Q Q 0-20 ft2 +17.4 -18.8 +17.4 -23.2 NOTES: END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ GROt 'TO 1ST LEVEL STUDS/HEADER/BEAM. w SW1 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE MIN 36"BLOCK W/(20)10d TO END STUD m 0 Q w IL ° Z W w Z w 0 Q w 21 -50 ftz +16.5 -18.0 +16.5 21.6 ON PLAN. NUMBER �F HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP z z a X IW 0 ° 0 - = w ❑ z 2 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. W w w z w X Q W < Q w N- w Z 51 -100 ft +15.5 -17.0 +15.5 -19.6 3. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. BLOCKING AT HORIZONTAL PANEL EDGES IS 101 -200 ft2 +14.8 -16.2 +14.8 -18.0 RECOMMENDED WHEN STUCCO LAME IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.,SEE TABLE 2. END STUDS CONNECTION(NOTES 5,6,7) HEADER FRAMING KEYNOTE CALLOUT Z w w Q w w 2 P ° 0 0 z - w w Z Z ° ❑ QmLwwM0w3z 0 Z a Z Z J F Z SW TYPE 1ST LEVEL 2ND LEVEL (2)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING 0 0 C3 0 F VINYL SOFFIT MAX PRESSURE(psf) +17.4 -23.2 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN HOLD DOWN STRAPPING W w w 0 w 0 N w Q i H SW1 DTT2Z MSTA36/CS18 NUMBER OF JACK STUDS EACH SIDE OF OPENING Q 2 Q z } z = Q w � f v E GARAGE DOOR PRESSURE SEE FRAMING PLAN NOTES 1,2,3,4 PRESSURE TREATED LUMBER SW2 HTT4 (2)MSTA36/CS18 SIZE OF,M},EADER(ALL HEADERS TO BE N0.2 SYP H z v z p� o � 0 w t] w w Z m DIAMETER LENGTH SW3 HTT5 (3)MSTA36/CS18 UNLESS vESIGNATED AS LSL, LVL, PSL,OR WSP) 0 w z m Q � -� � = z 0 8d COMMON 0.131" %" SW4 HDQ8 (4)MSTA36/CS18 NUMBER qF PLIES IN HEADER PRESERVATIVE FASTENER TYPE LL 8d RINGS 2 3/e" SDWC SCREW KEYNOTE C E ALLOUT C�- 10 ,Jt 0/2 0.148" 1 y2" ACZA STANDARD CARBON STEEL BOTTOM PLATE ANCHOR SPACING(NOTE 7) O SHEET NO.: 10d 0.131" 3" SODIUM BORATE(NOTE 1) STAINLESS CONNECTORS AND SW TYPE MAX ANCHOR SPACING F- 10d COMMON 0.148" 3" FASTENERS REQUIRED. ON CENTER SPACING(INCHES)OF SDWC15600 CONNECTING TOP PLATE TO STUD AND SDWC1545TCONNECTING STUD TO BOTTOM PLATE, IF APPLICABLE O STRUCTURAL 12d COMMON 0.148" 3-Ya" CONNECTORS MUST HAVE SW1 48"O.C.IF #O.C. 16d SINKER 0.148" 3-y4" ALL OTHER PT Z-MAX,G120 OR TRIPLE ZINC SW2,SW3,SW4 24"O.C. 11 NUMBER OFSDWC15600 CONNECTING TOP PLATE TO STUDS 0 SPECIFICATIONS 1 (INCLUDING ACO& MCQ) COATED FINISH. 1 NUMBER OF`SDWC15450 CONNECTING STUDS TO BOTTOM PLATE 0 JOB NO.: 16d COMMON 0.162" 3-/2" ALL FASTENERS MUST BE HOT 0 NOTES: DIPPED GALVANIZED. U AT2531 FRAMING NOTES ' Q 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON NOTES: 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR it SUBDIVISION: SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE APPLICATIONS. ANCHOR BOO,THREADED ROD,OR DOWELED REINFORCING STEEL MAY BE EMBEDDED-TC. 0 1500 Park Terrace W. F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF(TYPICALLY111"TO 8"GREATER THAN SPECIFIE LL- BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4,OR SWB ON THE PLAN. ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM P TB Q 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. Lor No.: A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 2. ALL LUMBER SPECIFIED ON D WINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING A 1306 U SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . FIRE SAFETY SYSTEMS ARE TIE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND 4 Z -� 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. DETAILED BY OTHER. SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. 5. 2ND LEVEL"SW SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMINGC .1 FLOOR PLAN: FASTENER REQUIREMENT 0 • HOLD DOWN WITH FULL-HEIGHT 1I"DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. LISTED IN FLORIDA BUILDING 1 ODE TABLE 2304.91. • 2ND LEVEL END STUDS TO MATCHING IST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD 4. BEAMS IDENTIFIED BY NUMBEft.ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. L&J ; _J CustomDOWN. 5. FASTEN ALL MULTI-PLY STUD CCXUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.STAGO Ejy,j Z DESIGNED: J 6. DESIGNATED"SW'SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED,LINO. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATIO wo" _ 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS . SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOENAILS OR(2)16d COMMON END NAIL U SCP/JEF 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. W CONCRETE AND FOUNDATION NOTES 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER F- REVIEWED: BEAM THICKNESS AND MATCHfNG WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. a DBM 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). W Q 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). HEADER FRAMING REVISIONS DATE 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 1 5.8 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. 1. ALL HEADER JACK AND KING STI1 DS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d @ 8 P) END ZONE TEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. STAGGERED. 6. MASONRY Sy 1ST FLOOR (•I•�rp) DESIGNATION 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH 2• WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREME Ta V p l m FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF • SHEATHING TO MATCH SPtCIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. ." W MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.) / 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND COMMON @ 3"O.C. Z U V > SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. • EITHER TOP OR BOTTOM KY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; � 8 A 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF MUST BE EDGE NAILED TO 0ONTIN000S PLY OF PLATE 0 Q a 4 W THIS CONDITION EXISTS. • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR 3. WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL A� f� Q SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING Z I- ALTERNATIVE METHODS. 4. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH U) 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM (2)ROWS 10d @ 8"O.C. ,STAGGERED ALONG �E1SPo a ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, 5. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS AND(1)SDWC15600 PER SIDE. (i1 0 CONTACT THE ENGINEER OF RECORD. 6. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. Q W aW 0 7. LINO ON PLAN, MIN(1)SDWC15600 TOP PLT TO KING STUD AND(1)SDWC SDWC15450 KING STUD T aZDH \PRE-ENGINEERED TRUSSES & I-JOISTS PLATE CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENI T d F-UFIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 3 eA'PE X ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE 8. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED U_ P-EX \1 SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS AB Q L ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET • TOP PLATE TO HDR W/SDWC15600 @ MAX 32"O.C.AS SHOWN,"ALTERNATE SECTION(HEA R ST-5 STA OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER • SPH w/(12)10d x 1-%"@ 16"O.C. OR - ®" + e LCONSTRUCTION IS COMPLETE. . DSP w/(14) 10d x 1-%"@ 16"O.C. OR �- k=�� `r a L 2. TRUSSES OR HOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION,SPACING, BEARING LOCATION AND NAMING • FASTEN TRUSS DIRECTLY Tp HEADER w/MTS OR HTS w/(14)10d x 1-1/2"(OR EQUAL APPROVED BY P�.•' J CONVENTION OF THE LAYOUT SHOWN HERE. EOR). • �G 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL 58 4 WITH THE TRUSS SHOP DRAWINGS. OPENINGS > 6' N� OPENINGS IN 2x4 STUD WALLS GREATER THAN 6'REQUIRE A(2)2x4 NO.2 SPF PLANK ORIENTED w 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT (2x4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6)12d COMMON TOE-NAILS AT EACH END. +` RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. W • 5.8 FT 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. , :� • 2ND FLOOR (Np) END ZONE 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE OPENINGS > H OPENINGS IN 2x6 STUD WALLS GREATER THAN 8'REQUIRE A(2)2x6 NO.2 SPF PLANK ORIENTED '•• , ON DESIGNATION ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. (2x6 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8)12d COMMON TOE-NAILS AT EACH END. �✓ XN**. O METAL CONNECTOR ENGINEERING Q .''ass -20-2013 4"CONCRETE SLAB W/ 6x6 w1.4 x w1.4 WWF OR GENERAL FOUNDATION NOTES FIBERMESH 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAV/ A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2014 — s — '- - = — — TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE 8"MIN 58'-2" D• 4'-6" SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED \� \\ \\ \\ o P D 28 MAX r//\//\/\/\/// l \ PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S \\\\ o I\// ///\//\ \//\//\/\/\ 19 RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 18'-0" 6'-6" 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT VAPOR BARRIER 12"MIN.`/\/\\/\\/\\/\� 4-8 9'-2" SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL //\\ FOUNDATION WORK MAY BE REQUIRED. 11 0" 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN 8-4 ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK PLANS FOR LOCATION N SLIDING GLASS DOORS. FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN — — — 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE — — — — — — — SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. O — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o 12"UNDER 1 STORY WALL , N WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 r 04 I BAR IN BRICK LEDGE I I I N � 16"UNDER 2 STORY WALL i C A I C I FOUNDATION KEYNOTES: 'WITH(3)#4 OR(2)#5 CONT I I � (3)TOTAL I AWl(l)#4 8"x8"DEEP THICKENED EDGE ' ONOLITHIC FOOTING SECTION I I IN CONT 04 04 0 1 IF GROUND ADJACENT TO FTG SLOPES DOWN I I I N AND AWAY FROM STRUCTURE STEEPER THAN v I I M V-0"VERTICALLY PER T-O"HORIZONTALLY, iv I I I Q EW UNDER OX COLUMN 11- CONTRACTOR HAS TWO CHOICES: I I 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE I I OF EOR TO PREVENT EROSION OF SOIL. I I I 16"SQx12"DEEP FTG W/ J 2. USE STEMWALL FOOTING I I Q (3)#4 EW J I - I � O `� Z r' I °' D 24"SQx20"DEEP FTG W/ Ll Q (3)#4 EW Cl) v 0 30"SQx20"DEEP FTG W/ Q 6x6-W1.4 x W1.4 WWF 6 I Q (4)#4 EW (2)#4 OR(2)#5 CONTINUOUS I Icli OR FIBERMESH O ■ _-_��_- -- r - - - -- - - - - - - - - OPT Q 36'SQx20"DEEP FTG W/ Mr --- °- -•- ==-=----- 9-= i Q i (4)#4 EW j a a \\ \\r\\r\\ N OPT G D V D I I G 48"SQx24"DEEP FTG W/ \r\".\\ . a •Q /\ ` (5�i4 EW,T&B / VAPOR BARRIER I v 16" I o'-s° I I I I � BEARING WALL FOOTING SECTION I 0Q .� L- - - - - - - - � a 3 � Z I I 0 o I � I b ' > N N Z f ❑ I g'_1" 13'-3" 6'_p" 11��, 1���� 6��„ 4._6,. � W W - xo 4 CONCRETE SLAB wi I F r' Q � m ❑ 8x6 W1.4 x W1.4 WWF OR I 3 �— — — — — 4"CONCRETE SLAB W/ LL ti o W Y H w ❑ 6x6W1.4xW1.4WWF � � ❑ � � a z o �_ a w � N a 1 FIBERMESH I 0'-0"A.F.F. q I OR FIBER MESHA 8"CMU CHAIR BLOCK W/ ~ Q � w w O m 4 M 4 0 W � M - - - � 1 #5 CONT. ww � 0 WwFW � WNpo SEE ARCH. I — — — — — — — — — — I TOP OF SLAB h O Z a a w D a -�'-o--a-.q:- `\a DWGS. I I ---------------- w (n off 0 a W w F w -j m 0 Z U L — — — — — — — — — — — — — — \ \ 8"MIN I I w W QaOQ [7NIW W N ❑ NUR \r\\r/ /\\/ I ? o Z QIOQUaa � � � ZW � L / // / V � ; f- Z ❑ w ❑ ZLIL020 CO I VAPOR BARRIER \\ \\ Q I- z w ❑ W a 0'-10" - o /\/ ; o° owwala o w � pQw 8"x8"THICKENED 8' r - - - - - - ) " I N `° /\\/ I m r, aanWzwI. WZrn0 w FTG AT STEP-DOWN, R I _ VAPOR BARRIER L - - - -- - - - - - - - - - - - - - - - - - � - - — N /\/ \ W FrWDWxOZVa � N � � � SEE PLAN � I #4 OR#5 VERT REINFORCING //\//\// / W w a a w W o L3 :1 N w w _ � UPTO3COURSES: 72"O.C. \/\ /\\/\\ _Z zW waazz � � zNI.- z - - - - - - - - - - - - - - — — - - - - � — - - - L— � I I N r 1 � 5'-102' T-61 2'-8" ( v i 4 TO 5 COURSES: 48"O.C. \��/ /\/ z o z> o W w a a N Z Z F ' / 1 / � U c� ❑ ❑ - z I - ti \/ Z wwU < Mz - aQFz3 � Q D - w w Q N v 4 CURB STEP SECTION I I `2° `3 I /\�/ /\\ W W � z � zLUto a � aWa '— I 3 L - - - - - - -� 4 , \/, ,,\, ,, /,\ \ OwZ � . QFJ1- • IZOJ I I o \/ /\\ \\�� ADDITIONAL#4 OR#5 1N 0 ❑ - 3 N a w Q ❑m F- _ n 0 6'-1" 11'-11" I FOOTING TO BEAR ON FIRM BRICK LEDGE J a, F- — — — — — — — I UNDISTURBED SOIL Z SHEET NO.: • `'' 4"OPT BRICK LEDGE 3 I 1 I VERTICAL REINFORCEMENT O ST-2 - - - - - - I 6 6 I — — J I � ( TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN � "CONCRETE SLAB NO 4 OR NO 5 @18"O.C. L — — �_ I 0 FOUNDATION 4 CONCR � — — CAST-IN-PLACE FOOTING SPECS W/9"BEND @ BOTTOM — — — — — OPT — — — — _ 6 1 I — — — — — — — — — — -J 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT � PLAN 7�170 W/6x6 W1.4 x W1.4 WWF OR FIBERMESH VARIES ih Fo I 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT JOB NO.: 8"MIN — - - - - - -t iQ 19 U — — — AT2531 — —Aa. 28"MAX CMU STEMWALL SECTION Q 0 SUBDIVISION: / 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 1 j��� L'. I I FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 0 1500 Park Terrace W. \\ • /\ \r\\/\//\\//\\///\//\ COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. VAPOR BARRIER \// I 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY Q 6"OPT. EXTENSION IN BRICK I I D I zO ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. � LOT NO.: LOCATIONS ON FND PLAN I I Q � Z /� — — — J 0 FLOOR PLAN: 12"UNDER 1STORY WALL I - - - - - - - - WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 I I BAR IN BRICK LEDGE _ � CUStOIYI 16"UNDER 2 STORY WALL N I I (BE A.F.F. O WITH 3 OR 2 5 CONT (BEYOND U-BLOCK W/ Z DESIGNED: ( )#4 O# I rn 4"FLOATING CONCRETE L (1)#5 CONT = iv SLAB W/6x6 W1.4 W1.4 Q LU SCP�JEF GARAGE EXT WALL CURB SECTION I I WWF OR FIBERMESH > - ' co I— REVIEWED: ° Z w DBM — - -= W FINISH a r` GRADE Q REVISIONS DATE 5 I //\// // /////// //// i' ///// / \Ur \ �\ \�\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \O' j#4 OR#5 VERT �. 1=1NFORCING @ L+ \ \\ \\ W z /� � MAX 72"O.C. \ ,. . D o L, > 4"CONCRETE SLAB W/ I A I 6x6 W1.4 x W1.4 WWF OR FIBERMESH L — — — — _ _ _ _ _ __ _ _ _ L� _-_-D i O _ _ UNDER DOOR _ — — — — .� .`\ � � _ � 0'-0"A.F.F. Z- - - - - - - - - -1— r W a _--_ SEE ARCH. FOOTING T BEAR ON FIRM /\ ADDITIONAL#4 OR#5 Z 4 a a i - °-a DWGS. LIN TURBED SOIL IN BRICK LEDGE L- --- --- /%\�/%\ 6'-22" 16'-3" 6-22 VERT REINFORCEMENT TO O \\//\\ .a •. a //\//\/� 4 HAVE s"BEND @BOTTOM 4"OPT BRICK LEDGE � li \\\ \ NOTED ON FND PLAN /i //�//�/\ \ 12'-2" 17-4" CAST-IN-PLACE FOOTING SPECS U PEX1 i VAPOR BARRIER 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT u- i 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT Q • ' 12"UNDER 1 STORY WALL WITH(2)#4 OR(2)#5 CONT 58'-2" CMU STEMWALL SECTION \G�E�e6c Eiar�s�,'� 16"UNDER 2 STORY WALL / © v 5 • WITH(3�k4 OR(25 CONT 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK : NOCrZ FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 0 W COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS OF BEARING CURB STEP SECTION MAY BE OBTAINED FROM THE ENGINEER OF RECORD. �� — �� 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY Q 6 1 /4 - 1 0 • FOUNDATION PLAN ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. HA �Q• �• �� W ,,�•"f S SON I a METAL CONNECTOR ENGINEERING Q '�"""' I 08-20-2013 FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN I 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN I OPENINGS. 1 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. p $W3 B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH O FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. � 4. PORCH BEAM FRAMING NOTES N 4x4 NO.2 SYP PT POST NOTE 4 4x4 NO.2 SYP PT POST OR ap OR SEE TYPICAL BOX NOTE 4 SEE TYPICAL BOX COLUMN COLUMN DETAIL _________________________ DETAIL,(3)TOTAL A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION -----------(2j2-xT2-----> -- WSP HDR-0/2 WSP HDR-0/2 WSP HDR-0/2 ---- -(2)�TO---------- I I AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT > a) � I I ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. N PORCH BEAM TO STUDS W/HTS20 OR MSTA24. N 1 I 1 I B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. J PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. U- II — Ld I C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. J I J 1 MSTA24 I I PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR 1 MSTA24 (2)2x12-2/2 (2)2x12-2/2 DTT2Z i i PORCH BEAM. BEAM TO POST DOWN STUDS W/HTS20 OR, Z O (2)2x12 (2)2x101 i MSTA24. POST DOWN STUDS TO STUDS BELOW w/HTS20 OR O MSTA24. U) I I Y I I D. BEAM ATTACHED TO EXISTING FRAMING Q ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK 3 STUDS O o �. ___ I STUDS w/SIMPSON HUC HANGER MATCHING PORCH BEAM ------ - `� DIMENSIONS. p -- LL C7 --------------------------- t d NOTE 4 � 1 i 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER w TYPICAL WALL SECTION SHEET. Cn 4 STUDS 0 w i 6. HIGH UPLIFT CONNECTION: Cn (2)2x6-1/2 (2)2x6 /2 O w I •TYPICAL TOP PLATE TO STUD CONNECTION @ 16"O.0 OR ~ DBL STUD BELOW DTT2Z THREADED ROD @ 48"O.C. PER ADDENDUM. EACH TRUSS PER - 3STUDS - 3STUDS IM (2)2x101 •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL "FRAMING NOTES NOTE 8 SHEET ST-1 1 MSTA24 _ _ _ STUD"@MAX 32"O.0 OR THREADED ROD AT 48"O.C. PER OU 0 ADDENDUM. Y WSP HDR-0/2 1 DTT2Z i i •1 ST LEVEL STUD TO BOTTOM PLATE W/SDWC15450 @ 16"O.C. OR THREADED ROD @ 48"O.C. PER ADDENDUM. a $W2 I Z i I I s Q 1 I GABLE TRUSS U z 1 p CL U IX 134 Z � N Q :3 Il ❑ WILQZ J ❑ Wwo Z FWp JOWUZ <Y Q W W O m 4 ix 4 w � r Z W w w ❑ w w w w O N N 6 a ZX ❑ a } wwFIWfJNm ❑ ZV al- ar, In = ww � - ww Z Q = F N13 W F Z W Q w WSPHDR-0/2 m Owwaiwp0ZW :10 ` DBL STUD BELOW z xi- - p � 0NIaOZ h EACH TRUSS PER - 3 STUDS o w � � "FRAMING NOTES", O W WXZWWIWUojN - ww 3S�UDS W _ OJT Z wwaWIMZZDF- ZNWW $W2Oo NOTE8SHEETST-1 -- LL � Z = } z40 - - j0 ❑ 0 < wZ O - f to -I - (2)2x6-1/1 LL (D Z WWOQmzN �Q � iQ ❑ L7 — W ❑ W - 3STUDS - 3STUDS Q = Q2 } ZIQUw � gpFQw Q 0 F- F = Zle :3 WI- � DTT2Z m - HTT4 owQa . Q � 0F • xo0 < 1 � 0l- ? 3 'tamQ ❑cel- ZOn 1 1 1 1 1 IxIIIxxIIIxxIIIx 3STUDS 0 0 3STUDS 0 0 LL SHEET NO.: 1 1 1 1 1 1 _ L _ LL ST-3 1 1 ° � °25 O L_� c� H 0W STRUCTURAL $W2 - 2 STUDS O w \ � o Q M Ow - FRAMING PLAN OWL - - 3STUDS O 0 0 JOB NO.: - 2Z LL - DTT2Z -' - LL o Q AT2531 LL - (2)2x6-1/1 (2)2x8-2/2 SUBDIVISION: NOTE 1 - 2 STUDS w 2 �=]WowUDS W.1500 Park Terr00 0DTT2z U W ILL LL (2)2 -v2 o ace (0wQ (t �S W2 LOT NO.: I _Z CO 1 EL S W21 W W Z � w Ur FLOOR PLAN: o W m o Custom W - 0 Z F- I Z DESIGNED: Z I i m �z o -- -------- = SCP/JEF o z (2j�xT� � w I LL = g REVIEWED: DBM w Co NOTE 4 SEE TYPICAL BOX COLUMN DETAIL,SIM a W xQ REVISIONS DATE m W 3 STUDS w - 3 STUDS LL III >Z> g > C- - 3 STUDS LL w -� - 3 STUDS LL w Oo OOp� W DTT2Z Ix - DTT2Z lix - < Q Z C0 (3)2x12-2/3 O H APEX GARAGE DOOR DESIGN PEX WIND LOAD(PSF): U - SIM 12" 2 MSTA24 +15.32/-16.76 2 MSTA24 SIM 12" LL EMBED 1 HTT5 1 HTT5 EMBED Q • C C� ti GE GI%�RING••�c No CC :wc F ;2 O FIRST LEVEL STRUCTURAL FRAMING PLAN 1 /4" = 1101111 °'•• X LU METAL CONNECTOR ENGINEERING 08-20-2013 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • 4'8" 97" 8'4" 11' 18'5" 11' • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. 2. TYPICAL BEARING BLOCK 00 O O O O � � � r � r r r r O O O O O � • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH tiV0 N N M M M M M M M trI'7 M co M M M M M N N DIMENSION OF TRUSS MEMBER. -77) • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 0 3. LEDGER FRAMING NOTES: L • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT T- ■1 EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 000 24"O.C. SPACING) J28 J28 • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0) Cn io LOCATIONS ON PLAN , I • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER N PROTECTION AGAINST CORROSION (D J29 J29 • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK M LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT -j N T33 FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. w 04 ROOF FRAMING LEDGER: -� O ' T34 2x6....................(4)12d COMMON S20 VH 2x8....................(6)12d COMMON Z D B01 2x10..................(8)12d COMMON T37 2x12..................(10)12d COMMON (q T35 Y O THA422 F01 N FLOOR FRAMING LEDGER(W/NAILS): U T38 Lei. PT 2x6................(3)16d COMMON < 602 L PT 2x8................(5)16d COMMON - T\411 L r T36 PT 2x10..............(7)16d COMMON O r � r0 -I r -I r -� r � r � r -I r -i r LUS24 PT 2x12..... ........(9)16d COMMON N N D N N N N N N N L FLOOR FRAMING LEDGER W/SCREWS): FF- rr `t E-� � v Ir �r v r T36 , „ 1 ( ) 5 Q Q =Q Q Q Q Q Q Q L x6 NO.2 SYP ROOF PT 2x6................(3)/ x 4-/"LONG#14 WOOD SCREWS � FRAMING LEDGER, PT 2x8................(5) 4::X4" �z"LONG#14 WOOD SCREWS Cn L EE NOTE 3 T36 PT 2x10..............(7)Y"X 4-%"LONG#14 WOOD SCREWS w , IZ (2)2x8 NO.2 SYP BLOCKING r LUS24 PT 2x12..............(9)%4'X 4-%"LONG#14 WOOD SCREWS D BELOW WALL ABOVE, U 0 ATTACH TO TRUSS W/(4) L T36 4. OVERFRAMING NOTES �[ I r LUS24 • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. Ir 10d TOE-NAILS EACH END • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. a • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d Z GE03 COMMONS MIN. O • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT CONNECTOR. r r r M M M r N M M M IT IT It It W) � O CID (O Lij • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. : N w O O O O O O (� O O O O O O O O O O O O O (� • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO Ur LL. LL LL LL LL LL LL LL LL LL LL LL LL RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. � X 0 Z 20 LL LL LL LL LL ILL Lj- LL LL RAFTER SPAN SCHEDULE a 0 4 z a a Ui Q7 UI 0 LL Z W H W SPACING LUMBER SIZE 0 0 0 2 � Z O w a w u 0 a 2' 2' 2' 2' 2' °0 2' 2' 2' 2' 2' 2' 2' 2' 2' co 2' 2' 2' I- 1- 00 2 2X6 2X8 2x10 2X12 ~ 4 � mw � 0_ mQ � 4 ] W LL zp - - n O W C > Ofl7WWp 11[ r o N r 12" 14'-5" 18'-3" 21'-8" 25'6" Z o a w F O W N O a 16" 12'-6" 15'-10" 18'-9" 22'-1" � Za ❑ a > ww � yNm0zO 24" w 4aHQL7UlIW WNf- NWS 10'-2" 12'-11" 15'-4" 18'-0" Z QiHOo � � ZwGw 20 L.L./15 D.L.#2 SYP (n Q Z Q p w ❑ z a a 0 f p ❑ I- z - N N N N - X N N N N OaWaIa 0 ❑ wj04w W 0 m a v z I z w w Q Q Q Q o CEILING JOIST SPAN SCHEDULE Z Z 4 0 H 0 p P O N = 0z 1 11 O.C. LU_ - 4 P W W_ X - FGE2 ~ ~ ~ ~ N N N N N N SPACING LUMBER SIZE LU W a Q a w lw- 0 9 0 0 w w L J L J L J L Q) 00= O O IT IT Z Zw wa � ZZJI- ZNF Z O 0 O O II Q Q Q Q Q 2x4 2x6 2x8 2x10 — - I > ZQp - - aU00Qwp LL LL LL b (2)HTS20 0 000z } wOwa06zzI - FG2 2 2 2 2 2 z ❑ w. N N N C� HTS20 (' 12" 11'-10" 18'-8" 24'-7" 26'-0" W W Z J m W Q N w Q F- U � � FIZFI- Y ❑ ZWD ❑ IjI- � I J L J L J L J L J L �`�. 16" 10'-9" 16'-11" 21'-7" 25'-7" Q IQZ > zIQ [] W � IaWQ � ! N CO 24" 9'-3" 13'-11" 17'-7" 20'-11" z 0 4 - L30: 02: w O Z Q F11 N N co N Dw a . QF � I- • I o � 2' 2 2' d' 2,� oN J31 p � OH ? 3cva0Q ❑r71- ? 00 10 L.L./5 D.L.#2 SYP 2 2 NL 6' LL 1� SHEET NO.: r - Z Z N r� o o rn rn rn rn BEAM SCHEDULE O O O O ST- 3A 11 r- O LL LL w LL LL N N J33 _ ST 3A LL N N LL I- i INT eo Q Q 1 - 2 2 R = o BEAM No. OOF FRAMING i � b - �_ HTS2 J32 BEAM SIZE AND TYPE NOTES O FT05 N j _ � �- PLAN FT05 J L J L J L N ! i i , LL JOB NO.: HTU26-2 F-G „ O 20 � � 601 (2) 16 LVL NOTE 2 U AT2531 I F T05 HTU26-2 C7 0 0 `'� o LL LL LL a — SUBDIVISION: LL FT05A B02 (2) 16”LVL NOTE 2 In 0) ti o 1500 Park Terrace W. M N w C7 M �,r� M c% i. J FT06 _ — _ — — (2)2x8 N0.2 SYP BLOCKING 0 U a 603 (2) 16"LVL NOTE 2 Q 2X6 NC 2SYP R OF UjO9 � wa FT07 FRAMING LEDGER, g m W LL J U LOT NO.: 10d TOE-NAILS EACH END SEE N TE 3 as >- m J = w io BEAM SCHEDULE NOTES Z FT07 2)2x8 N0.2 SYP v � ¢ ~ a 1. FASTEN EACH PLY W/(3)ROWS 10d @ 12"O.C. STAGGERED. � F- O FLOOR PLAN: Z w 2 UJ o: 2. FASTEN EACH PLY W/(3)ROWS 10d @ 6"O.C.STAGGERED. MAI FT07 Q V � cn 3. FASTEN PLIES W/(2)ROWS %"DIA.THRU BOLT W/NUT AND 0 Custom ALL ABOVE,ATTACH cc a - WASHER @ 16"O.C.STAGGERED. PROVIDE 2"EDGE DISTANCE. O TO TRUSS W/ 4 10d °D II - FT08 Z DESIGNED: N N SCP/JEF FT09 M o 0 0 0 0 0 Iw- REVIEWED: FT09 x a DBM FG6 BELOW WALL ABOVE. Q REVISIONS DATE, HTS20 10d TOE-NAILS EACH END HTS20 FG5 (2)HTS20 (2)HTS20 m J33 J33 w z o J32 J32 w TRUSS ENGIN , RING NOTES: Z U) • UNLESS SPECIFI LLY NOTED ON TRUSS FRAMING PLAN, ALL p ,( TRUSS TO TOP P TE CONNECTIONS SHALL BE ACCORDING N M Q Q Q Q QQ Q Q Q Q M N "� co co � V' T- �-� � T- e- T— M co VolTO THE TYPICAL LL SECTION SHEET. ~_ U M M co M MM M M co co 9 . ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING w PEXI 28'7" 12'2" 17'4" 4'6" Q • • U >- I .?',S C7 < O Z" XAO CC _. - FIRST LEVEL ROOF FRAMING PLAN 1 /4" = 1 ' 0" z w .F ? METAL CONNECTOR ENGINEERING i i FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. p B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH N FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. L17 4. PORCH BEAM FRAMING NOTES04 00 A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT ELEVATION. 3%2"MINIMUM BEARING REQUIRED IN WALL. 04 PORCH BEAM TO STUDS W/HTS20 OR MSTA24. N Cl) B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. J PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. LL C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. J PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAM. BEAM TO POST DOWN STUDS W/HTS20 OR, Z MSTA24. POST DOWN STUDS TO STUDS BELOW w/HTS20 OR O MSTA24. Y 1 (2)2x4-1/2 D. BEAM ATTACHED TO EXISTING FRAMING U NOTE 1 ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK y WSP HDR0/2 r WSP HDR-0/2 STUDS w/SIMPSON HUC HANGER MATCHING PORCH BEAM - 3 STUDS w w 8 DIMENSIONS. p CS18 - 4 STUDS w0 WW d' WSP HDR-0/2 O 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER w Cn - CS18 TYPICAL WALL SECTION SHEET. 6. HIGH UPLIFT CONNECTION: Cn� •TYPICAL TOP PLATE TO STUD CONNECTION @ 16"O.0 OR F- (2)2x6-1/3 U) THREADED ROD @ 48"O.C. PER ADDENDUM. D NOTE 1 •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL O STUD"@ MAX 32"O.0 OR THREADED ROD AT 48"O.C. PER U ADDENDUM. Y WSP HDR-0/2 2 2 STUDS w0 woJ •1 ST LEVEL STUD TO BOTTOM PLATE W/SDWC15450 @ 16"O.C. - CS18 0 OR THREADED ROD @ 48"O.C. PER ADDENDUM. a Z ii I O I I H SP HDR-0/2 U) QWW R Q D � ❑ ��IA0WQ IL Z rU10 ❑ � IL3L3 Ill 0 DJUI > WSP HDR-0/2 aww ZOMw < M < nO w Z D a w ❑ w w J w0 o N N 01 U) OOma Z Fw } wZFD zIL 0InIWWNmOWW _ Z QLU FwjwM Ha' ZW4LL SW2 D Owwa = 1OZOW � Oa1 (n m Q: Mwti 00Z ] W a Z a X w D 0 a H ❑ I ❑ Z W EW O W X Q W 4 P w w 6 11J wItQMaIl- 00w :1 WSP HDR-0/2 Z ? = } Z< 0 - - M00M < w0 - Z WWgamzNMQMz3 - "- W Z D - w 7 N w a W V W Q >- Dl9w i.- W � I > F- F- IZH - Z W00WQ- M ZUQ0 WOZQ ILI ❑ O�SW2 0 NMw < 0F - U LL 3STUD - w Z SHENO.: Op 0ST-4HDR re J (2)2x4-1 1 (2 2x -1/1 C9 STRUCTURAL (2)2xs-1/2 0- FRAMING P LAN (2)2x4-1/1 (2)2x4-1/2 2 2 STUDS o (2)2x6-1/2 NOTE 1 O JOB NO.: CS18 0 � WSP HDR-0/2 WS DR-0/2 QQ AT2531 (2)2x6-1/2 - 3 STUDS w w SUBDIVISION: CS18 w w 1 0 1500 Park Terrace W. LL " LOT NO.: Z I a FLOOR PLAN: � Custom o Z DESIGNED: LU SCP/JEF H REVIEWED: WSP HDR-0/2 a DBM Q REVISIONS DATE WSP HDR-0/2 SW2 o Z O Z I D 0 H LL EX + I Q � I �- ''�:•�G RUC URAL.•*®�� U' • ' � v E RING; • = • •W LU * E 0 :Z� SECOND LEVEL STRUCTURAL FRAMING PLAN 1 /4" = 11011 1--", '•• •• ��;� W METAL CONNECTOR ENGINEERING a 08i!0-2013 ROOF FRAMING KEYNOTES S NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. n 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. N 3. LEDGER FRAMING NOTES: LO 16'4" 7'4" 14'1" 6'6" • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT T_ EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 24"O.C.SPACING) • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Cn yc/ � N M co M N LOCATIONS ON PLAN Oj9 O O O O O O O �,� • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER N PROTECTION AGAINST CORROSION N • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK M LEDGERS SHALL BE SECURE TO WALL FRAMING WITH y WOOD SCREWS AS INDICATED ABOVE, COMMON NAILS AT -1 VO O O O FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. Cl) Ld 01 J01 ROOF FRAMING LEDGER: J HTS20O 2x6....................(4)12d COMMON VO � C) O0 C) 0CID 0 0 HTS20 2x8....................(6)12d COMMON z O 00 O J02A 2x10..................(8)12d COMMON ° J02 2x12..................(10)12d COMMON fn 90 04 M S12 MTS12 J N T02 FLOOR FRAMING LEDGER(W/NAILS): Q Ar _ � r r r IF a r -y � r � r � PT 2x6................(3)16d COMMON � O O O O JO N CID N J09 PT 2x8................(5)16d COMMON J04 N jCN N N N Cp N CD PT 2x10..............(7)16d COMMON O — j = co 0 04 LO Opp PT 2x12..............(9)16d COMMON L J05 0= ~ = Lij 5' J09 O �� FLOOR FRAMING LEDGER(W/SCREWS): j (n n HUS26 T20 PT 2x8................(5)%4"X 4%"LONG#14 WOOD CREWS � F r r PT 2x10..............(7) 4'X 4-%"LONG#14 WOOD SCREWS J06 N N J04 PT 2x12..............(9)%4'X 4-Y2"LONG#14 WOOD SCREWS O U) U) U) V 0 LU , N N M d O o0 = = 4. OVERFRAMING NOTES Y T03 T_ H T_ T_ _ = J05 • ALL RAFTERS TO BE MIN.2x6 N0.2 SYP @ 24"O.C.MAX. Q • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. a LUS24 • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d COMMONS MIN. z T04 J06 • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT T5" k6' 0 00 • ALL RIDGE OARDS TO BE 2x8 NO04 M .2 SYP MIN. J � T04 N J06 _ FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO 5) RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. v X a > J06 RAFTER SPAN SCHEDULE p Y F w o LUS24, ~ aw v o 0 T04 5' O.C. ti aaZ = UV w13 coco O O CO - LUMBER SIZE ] rn 0 0 _ F w p N VO- O CN LUS24 N N N N SPACING ap zW � JmwZZo (A (n W G7 J06 2X6 2X8 2X10 2X12 a � ww - pmaaaOWw T04 O WWM > 0MWWONN � O > > D Q LUS24, HG S -2 = _ _ _ \ 12 14'-5" 18'-3" 21'-8" 25'-6" Z a a w 0 m w t p w - 0 a T31 JL JL HJ 2 -2 (n Q0Maa ZaI- w _jM T05 LUS26, K r , r J05 16" 12'-6" 15'-10" 18'-9" 22'-1" � Z a 0 a > W W � �, o Z n F J27 N N J27 N Ia" ? Qlaa � aa � �- azwa � 10'-2" 12'-11" 15'-4" 18'-0" W o w 2 2 W o z 0 J U) ? _ = 20 L.L./15 D.L.#2 SYP (� Q H Z F Z w o z W X 0 F p 0 2, _ = J04 m O � � WU � p0 � W � 0aw J26 = r L J L J L J CEILING JOIST SPAN SCHEDULE Z a Q V W 0 w FW 0 N = a 0 Z 2 Lo r` J 6 x p F Z — — Q � r r r r — _ p W f- L w Z r, O.C. 0 X a tz HUS26 T20 W a J 10 F- -� J SPACING LUMBER SIZE Z w a < a 2 Z 8 0 0 M - w w - aw - z Ljom r 2x4 2x6 2x8 2x10 � 2 } ZaotnmaUuoiOz = o ,�.�,... J25 J25 J21 Lo �r ti� 0 - z J 11 J 5' 5' O O O6' 12" 11'-10" 18'-8" 24'-7" 26'-0" w W Z ° m Z W a N W Q a N W - 0 119 04 f � � 0 - I ifl 16" 10'-9" 16'-11" 21'-7" 25'-7" Q Iaz } z2Qpwa _ wQW MT 12 J24 J24 N J20 p PznzpH- vo wOw z 24" 9'-3" 13'-11" 1T-7" 20'-11" — - o M 0 2 p p a T25 — � n� ? 3cvau�iaori ►2ioj T26 HUS26 J23A J23A 10 L.L./5 D.L.#2 SYP ° J JIO Il- SHEET NO.: J 2 v 2 T24 t 0 ST-4A T26 HTS20 = GE02 SD _rT 1 9 ROOF FRAMING HTS20 O N T26 ^ •2x4 NO.2 SYP ANGLE BRACE TO FIRST CL PLAN TRUSS BACK w •BRACES @ 24"O.C. FROM PEAK,(3)TOTAL p ° JOB NO.: A •ATTACH ANGLE BRACE TO TOP PLATE AND U AT2531(N C 04 � ti�0� TO TRUSS TOP CHORD W/(3)10d TOE-NAILS SUBDIVISION: T27 0 1500 Park Terrace W. 0 LL. Q T28 t0 7 LOT NO.: � Z r LUS24 J j T29J ao J01 0 FLOOR PLAN: 0 Custom � ~ T29 Z DESIGNED: SCP/JEF GE01 REVIEWED: CD M tiv X H �s w DBM •2x4 NO.2 SYP ANGLE BRACE TO FIRST TRUSS BACK a Q REVISIONS DATE •BRACES @ 24"O.C.FROM PEAK,(3)TOTAL •ATTACH ANGLE BRACE TO TOP PLATE AND TO TRUSS TOP CHORD W/(3)10d TOE-NAILS m 7'9" 7'6" 7-1" 12'5" 4'1" 6'9" 66" p 53'5" I >Z ) ° W TRUSS ENGINEERING NOTES: Q z • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL p TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. v PEX • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING U_ Q CY;•'� l7G�URRi� C� ;SN, EN IRING•; p W, Zoe: •i,.► z . 2.• SECOND LEVEL ROOF FRAMING PLAN 1 /4" = 1 ' 0" °° ;�••••. a �`: w % METAL CONNECTOR ENGINEERING Q 08.202013 TYPICAL ROOF DECK. SEE TOP PLATE TO JACKIKING GROUP: SHEATHING SPECS,SHEET ST-1 \(1)SDWC15600 SCREW AT OPENINGS 6'OR LESS. 2x NO 2 SYP BLOCKING TO FIT „(2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6'AND 8' TRUSS OR RAFTER TO TOP PLATE W/ TIGHT BETWEEN TRUSSES, 36"<C<8' SDWC15600 INSTALLED FROM BELOW (3)10d TOE-NAIL @ EACH END. C SEE PLAN OTHERWISE PLATE AS SHOWN IN INSTALLATION#1 v BELOW. _j W H2.5A/T OR SDWC15600 WALL SHEATHING TO TOP PLATE W/8d I v JACK/KING COMMON,SPACING PER TABLE 2 ST-1. 3 0 GROUP CONNECTOR TO INSIDE 4' w FACE OF STUD BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. P[ 7, o TRUSS OR RAFTER TO TOP PLATE 7, 2x6 NO 2 SYP BLOCKING AT FIRSTLID TRUSS TO TOP PLATE W/ (6)TRUSS BAYS FROM EACH � OPTIONS, UNO. [ !� C CORNER OF BUILDING. EACH N •H2.5A/T SDWC15600 @ I SI E FACT TYPICAL TRUSS TYPICAL TRUSS BLOCK TO HAVE(1)A35 TO TOP TRUSS OVER HEADER: [ 00 j •SDWC15600 INSTALLED @INSIDE FACE TO TOP PLATE TO TOP PLATE PLATE. OF PLATE AS SHOWN* CONNECTION TYPICAL CONNECTION TOP PLATE TO HEADER W/ PROPERLY WIND LOAD RATED SOFFIT MATERIAL EXTERIOR WALL SIMPSON SDWC15600 @ MAX TYPICAL H2.5A/T OR SDWC15600 @ HEADER CONTINUOUS @PERIMETER.SEE TABLE 1:COMPONENT TOP PLATE TO STUD W/ TYPICAL 32"O.C.(SEE HEADER EXTERIOR WALL 't JACKWING GROUP AND @ MAX 32"O.C. AND CLADDING DESIGN PRESSURES ON SHEET ST-1. SDWC15600 OR H2.5A/T TYPICAL EXTERIOR WALL FRAMING NOTES ON SHEET N (D @ MAX 32"O.C. EXTERIOR WALL ST-1 FOR ALTERNATES) N 2x4 OR 2x6 STUD GRADE SPF OR STUD SPACING PER TABLE 3:MAXIMUM ch BETTER @ MAX 16"O.C. PER EXTERIOR WALL STUD SPACING. ROOF STUD ALIGNED DIRECTLY J BEARING ONLY. BELOW TRUSS RAISED HEEL TRUSS w �I Pte" *SEE INSTALLATION#2 BELOW CANTILEVER TRUSS HEADER FRAMING LLi ALTERNATE SECTIONS AT ROOF I, TYPICAL WALL SECTION ALTERNATE ROOF-TO-WALL CONNECTION � O (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 0 SEE TABLE 2:WOOD STRUCTURAL PANEL Q SHEATHING REQUIREMENTS FOR TYPICAL IVSTUD TO BOTTOM PLATE @ HEADER SHEATHING SPECIFICATIONS TYPICAL EXTERIOR WALL SHEATHING TO BOTTOM PLATE 0 JACK/KING GROUPS AND @ 32"O.C. iv WALL TYPICAL EXTERIOR OR W/8d COMMON @ 3"O.C. OPT.2x_LEDGER,ATTACH V W/(2)SDWC15450 OR(1)SDWC15600 STUD TO BOTTM PLATE @ HEADER JACK/KING INTERIOR LOAD BEARING TO FLOOR TRUSS TOP W I GROUPS AND @ 32"O.C.W/SDWC15450 WALL CHORD W/10d 6"O.C. ~ SPLICE WALL SHEATHING OVER @ � Cn BOTTOM PLATE TO TRUSS @ 24"O.C. RIMBOARD. INSTALL(2)ROWS 8d D I W/SIMPSON SDWC15600 COMMON NAILS ABOVE AND BELOW Cn BOTTOM PLATE TO TRUSS @ 24" ALTERNATE SHEATHING E- BOTTOM PLATE TO RIBBON BOARD CONNECTOR: ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS A CONNECTOR: 0 I O.C.W/SDWC15450 W/10d @ 6"O.C. EXTERIOR WALL 1„ @ 4"O.C.STAGGERED, NAILS O COVERING PER SPECS 1z x MIN. 18 GAGE 0 METAL STRAP @ 48" TO LAP UPPER AND GAP PER APA RECOMMENDATIONS GABLE FLOOR Y LOWER LEVEL WALLS 12" O.C.W/MIN(5)NAILS CONTINUOUS 2x4 TRUSS BY OTHERS AS SHOWN. MIN 5 EACH IN UPPER AND Q NAILS PER STUD O LOWER STUDS/HEADER RIBBON BOARD a \ WALL SHEATHING TO BOTTOM PLATE W/ \ 75"THICK(MIN)OSB/PLYWOOD RIM TO 0 8d COMMON,SPACING PER TABLE 2,ST-1 MATCH FLOOR DEPTH — — — — — — — — — — — 2x4 NO.2 SYP DIAGONAL BRACE @ 48" ONTINUOUS 2x4 RIBBON BOARD WALL SHEATHING TO TOP PLATE W/ O.C. DIAGONAL BRACE TO FLOOR iv WOOD FLOOR TRUSS OR DBL TOP PLATE W/(3)10d TRUSSES BY OTHERS 8d COMMON @ W O.C. } WALL SHEATHING TO TOP PLATE W/8d TOE-NAILS AT EACH END. d W 0 z 10 COMMON,SPACING PER TABLE 2,ST-1 IL L]Q N 0 0 w M Q z ALTERNATE STRAP I lj to 0 0 _ I- u1 o In TOP PLATE TO TRUSS HEADER Z p J _ W U 0 CONNECTOR. SEE @ TTYPICAL EXTERIOR WALL � _ > a IL o Z W � F m o z Z 0 "METAL FLAT STRAP I JACK/KING GROUPS AND @ 24"O.C.Wi EXTERIOR SHEA HING TO SPAN METAL FLAT STRAP 2ND LEVEL 3 Q W W - o m Q Q D W w SDWC15600 TOP PLATE TO TRUSS @ 48"O.C.wi ALTERNATE�4 WSP RIM BOARD O w m > o N W w ❑ N o 2ND LEVEL STUD TO SIMPSON SDWC15600 CONTINUOUS ACROSS FLOOR SYSTEM STUD TO 1ST LEVEL STUD SPLICE CONNECTION Z o a W IX F F o >. W z o o i IST LEVEESTUD" STUD TO TOP D TAIL I JACK/KING GROUPS AND @ 4DER 8"O.C. 0 IZ 0 a > w W H W U m o z a W/SDWC156o0 ALTERNATE FLOOR-TO-FLOOR UPLIFT PARALLEL FLOOR TRUSS w Q a ° a 0 W I W W N o N ri a STUD SPACING PER TABLE 3:MAXIMUM Z Q I I- M J M M F F M Z w Q w 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF FLOOR-TO-FLOOR UPLIFT CONNECTOR NOTES: �- � 0 Q ❑ a 0 Z IL a p x ' 0 SPF OR BETTER @ MAX AND FLOOR BEARING. 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ALTERNATE D p w z a Z I w a 0 x � 0 0 16"O.C, LINO. SEE PLAN III FLOOR-TO-FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CQNNECTOR PER m O Q x U U Z W W Z N O Q W ADDENDUM Z Qx� 00 � 0 - =_ Oz TYPICAL WALL SECTION2. ALTERNATE STRAP NOTE: FLOOR-TO-FLOOR UPLIFT CONNECTION NOT 3. THREADED ROD R QUICK TIE OSYSTEM IS ACCEPTABLE OPTION N ACCORDANCE WITH SUPPLEMENTARY W W IX Q 2 O n 0 Z W w W W wwz 'wQW � Q � � WZ DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. TYPICAL EXTERIOR OR = } Z Q 0 - - a 0 ❑ 0 Q W 0 REQUIRED UNDER GA13 TRUSSES AND WHERE z Z w w ail Z Z N z Z INTERIOR LOAD BEARING WALL Z w Z 0 m z w Q - w Q j H n COMMON TRUSS SPAN IS 46 EET OR LESS. _ STUD TO BEAM OR TRUSS @ 48" Q I H I Z Z I Q U W tY O Ld ED F Q tL Y Z W I- O.C.W/1 'x 18 GA. METAL STRAP - F- Z D Q H [] 1 0 2 w o Z Q •ANCHOR BOLT SEE OPTIONS W/NUT AND 2" MIN%"36 KSI IX 0 W Q H � H I 0 j ( ) -MIN%"x10"L-HOOK THREADED ROD MIN "x 6"TITEN HD W/MIN(5)NAILS EACH IN STUD 0 � 0 F• ? 3 N a w Q o v] I- Z u o SQUARE WASHER: MIN/z x 6' TITEN HD MASA TO TOP OF AND BEAM J DIA,x 2 "'MIN EMBEDMENT APPROVED •EACH SIDE OF OPENINGS ANCHOR BOLT BOTTOM PLATE W/(6) WEDGE ANCHOR OR EQUAL 48"O.C. •WITHIN 12"OF END OF PLATE SEGMENTS ADHESIVE(OR „ WOOD BEAM OR TRUSS SHEET NO.: @ DO NOT USE J-BOLT AT 10d x 1 / Z MAX W/2"SQUARE WASHER »MAX 48"O.C.OTHERWISE HOLD-DOWN APPROVED EQUAL) GIRDER PER PLAN 0 •TWO STORY-STUD TO BOTTOM PLATE TO TOP OF WOOD \ \ �+T-5 @ CONNECTORS PLATE ,k � \ � H HEADER JACK/KING GROUPS AND @ 48" 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE TYPICAL WALL O.C.W/SDWC15450 WALL SHEATHING TO PT SILL PLATE WITH \ \ \ SECTION •SINGLE STORY-STUD TO BOTTOM PLATE 8d COMMON,SPACING PER TABLE 2,ST-1 °a MASA TO SIDE OF a @ HEADER JACK/KING GROUPS AND @ 8"EMBED AT STEMWALL BOTTOM PLATE W/(3) Ix 48"O.C.W/(2)SDWC15450 "BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC 10d x 1 %" 0 JOB NO.: AND CENTER OF FASTENERS. MONOLITHIC OR d . d MONOLITHIC OR a MONOLITHIC 2ND FLOOR WALL TO BEAM OR HEADER v AT2531 j ° ° ° STEMWALL FOOTING ° FOOTING ONLY MASA SET%"TO THE Q ° ° °. , STEMWALL FOOTING ° STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM(OR GIRDER) 0 MINIMUM g"/MAX/a"GAP BETWEEN 4 INSIDE OF SLAB. SUBDIVISION: BOTTOM OF PANEL AND TOP OF SLAB. PER PLAN ° APPROVED ADHESIVE ° ° °. OR EPDXY ANCHOR d° KING STUDS: EACH KING STUD TO BEAM/HEADER BELOW WITH o 1500 Park Terrace W. J MONOLITHIC OR d 3„ ° ° MSTA36(OR CS 18)WITH(18)1Od. LL ° ° MONOLITHIC SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER 1�/4 FOOTING ONLY BELOW PER SW SHEAR WALL SCHEDULE ON SHEET Q / ° ° 1434;, STEMWALL FTG PER ° ��j��/� ° �\/�\\�\\�\\�j/�\ d PLAN d ° 4 ° STA \ \ LOT NO.: / n �i� %2 DRILL & EPDXY TITEN HD IN 2x6 TITEN HD IN 2x4 ° .. WHEN FLOOR SYSTEM EXCEEDS 18"DEPTH USE SIMPSON CS18 Z -- \� EXTERIOR SHEATHING TO RESOLVE �2�� J-BOLT ANCHOR ANCHOR ° BOTTOM PLATE ° BOTTOM PLATE a MASA ANCHOR EXCLUSIVELY** } \ a WALL UPLIFT AND SHEAR AT SILL Ur FLOOR PLAN: r / PLATE. TYPICAL, LINO. TYPICAL BOTTOM PLATE ANCHOR OPTIONS ALTERNATE SECTIONS AT FLOOR ° Custom DESIGNED: TYPICAL WALL SECTION BOTTOM PLATE NCHORNOTES: (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING IU SCP/JEF 2. TYPICAL ANCHOR BOLT SPACING IS 48"O.C.,SEE PLAN FOR NON-TYPICAL BOLT SPACING. REQUIREMENTS F- REVIEWED: TYPICAL WALL SECTION NOTES: 3. MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. AN ANCHOR MUST BE PRESENT 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED WITHIN 12"OF THE END OF ANY PLATE a DBM (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 4. ALL BOLT ANCHOR oprlo"s REQUIRE NUT AND r'SQUARE WASHER Q REVISIONS DATE 2. 1ST AND 2ND FLOOR.BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS m 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK W SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER 0 W 2 Q z Optimal 22Y2* ;, U) ` 10° 0° Rafter or Truss 2 3/4" �4"min n ;hIrrin N4 0 30°M ° Y2"minimum Y 32"Min 30 edge distance H for full values Splice may U (with or without be in upper Pre4ure PEX _ treat sill N �•. \ ® Do not Install SDWC In a plate splice) or lower t:.rX�! " � - •:^.-. hatched area �t'';, : ' . • SDWC1bC>00 %"Max 30 ° 0 •� �N�EkIRAi�' y2'Mln Offset%4"from —• • Optimal 22%° 10° 0 0_; ' top plate splice NO ;�! Overhan ti 3/4"Max SDWC15600 for full values SDWC15450 at sill plate conraction Z: # :W= Note.Sloped-roof rafters may be sloped up to and including a SDWC15600 Finish:Black E-Coate Z F •UW- SDWC15600 12:12 pitch and must be"birdsmouth"cut. Rafter to Top Plate shown (1)SDWC (2)SDWC - U� I SDWC15600 Truss to Top Plate similar Note:Sill plate anchor to foundation not shown for clarity. Note:Stud-to-Bottom Plate shown.All other installations similar. X ,%� ••. \� Q�N 1 jsrmDAmwmRooF-rowALLINSTALLAT1ON '� Q jumamosclimpoomwALLmAummRANGiE 2 OPTSDWCwxLAn"N-TRUSSIRAFtERx0'I Dvw HsTUD 72aOPLSDIINCNSTALLATIONRANGE 3 SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE SDWC STUD-TO-SILL PLATE CONNECTION1131SDWC EDGE DISTANCE AND SPACING INFORMATION Wa METAL CONNECTOR ENGINEERING ¢ 08-20-2013 ROOF DECK (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO TRUSSES PARALLEL TO WALL: ROOF TRUSS 2x4 SPF MIN NAILER FASTENED OR RAFTER OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT (MIN) APPROXIMATE 45°ANGLE TO NO LESS THAN 3 TRUSSES. 3"O.C. A O WI 10d TO DBL TOP PLT @ II II II I I 2x4 SPF MIN CONTINUOUS LATERAL RESTRAINT TRUSSES PERPENDICULAR TO WALL: BLOCKING (CLR . QUANTITY AND LOCATION 2x4 SPF(MIN)BLOCKING BETWEEN EACH DEFINED BY TRUSS SHOP DRAWING. i A TEN TO � S J BETWEEN EACH TRUSS. FASTEN TRUSS. F TO DBL TOP PLT W10d @ 4"O.C. BEAM w/10d @ 4"O.C. I OR THICKER CDX OR OSB FASTENED TO APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE TRUSSES, RAFTERS SIDE OF WEBS MADE OF MORE THAN ONE PIECE, D N 2x WALL FRAMING OR BLOCKING W/8d DO SO WITH OVERLAPPING BRACES COMMONS @ 3"EDGE, PORCH BEAM LIKE THIS(TYP EVERYWHERE ■'► 12"FIELD. ONO PORCH BEAM TO POST: I I L co Cn WOOD STRUCTURAL (1)MSTA24 O SHEATHING POST TO SLAB: ABU POST BASE ANCHOR N OR DTT2Z zu TRUSSES NEEDING BRACING (N (UNLESS NOTED OTHERWISE) CNV) TYPICAL PORCH SHEATHING DETAIL THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES LATERAL BRACING - MULTIPLE TRUSSES u- UNLESS NOTED OTHERWISE. 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). L 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY J CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. O 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Z NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). Y KING AND JACK STUDS 5. DESIGNED PER BCSI-B3,2007. U PER ENGINEERING Q �— GARAGE DOOR BUCK/J AMB NAILED CV ■ 4 2 16d COMMON OR TO STUDS W/ O I 12d CC NAILS @ 16"O.C. LATERAL RESTRAINT WEB W CONTINUOUS N Cn J6.MAX6 MAX 6"MAX M BRACE SUBSTITUTE PIN /STOP G WEATHER STRIP WEA LING f- WEB MEMBER SPECIFIED ALTERNATE BRA i II CIO GARAGE DOOR SIZE CLR T OR L SCAB � 2x4 O 1 2x4 D 4 1 ROW 2x i 2x4 2 ROWS 2x6 (2)2x4* O 0 -------------J 2x6 1 ROW 2x4 (1)2x6 T-BRACE FASTENED TO V WEB W/10dAT6"O.C. Y 2x6 2 ROWS 2x6 (2)2x * 4 * 2x6 SYP GOAL POST ATTACHED 2x8 1 ROW 2x6 (1)2x8 CL Q TO STUDS W! 2 ROWS OF 3-y2" z NOTE: 2x8 2 ROWS 2x6 (2)2x6* GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR Z L-BRACE FASTENED TO F- GOAL POST ATTACHMENT,THE GARAGE DOOR SUPPLIER MAY SPECIFY A FASTENING WEB W/10d AT 6"O.C. GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK SINGLE TRUSS BRACING PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL SPECIFICATIONS THROUGH THE GOAL POST. RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE 0 X p Z 20s SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. rl- W w WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR o. U ❑ Q Z It Ir m GARAGE DOOR JAMB DETAIL *IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. ti LL p I W Y I- p �` w 0 REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND In ❑ ❑ �- Z O w 0 W o m m J6'MAX �s"MAX �s^MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. ~ Q H W W Z p M Q M Q 0 W LL ❑ ZW > O N W W ❑ U N 0 0ELWM HWHO >.wz t (/) O ❑ m IL Z FWJM - 0 U) Za0QL7NIWWNF' OWW Z QWHOiMMF- FWZZQLL HI ❑ Q 10 IY W7 ❑ QFZF- Z W – 0XOFp D 0 W W a I M W ] 0 Q W 0 m ZQQXWOON ❑ NIQ ❑ Z W i W p W X Q Z ti Q N W W ❑ Z W W Q W a ix z z i l Z- I F W Z _ 1 >- z< 0 – U ❑ L7 W I _ Z – d Q ❑ 0 0p0Z } LLWw 06zZFF Z WWoamzW =QF- W3 � FQ W WZ020WEOF- tA � � WUU w,.: ....,.. Q F- IZF� �[ 7Z WO WF- � Q IQZYZIQUW <Y – p � Q � „bunt Arai ZUQ � UR ❑ I WOZQ € 0O � BH ? 3Naoi BEAM ABOVEQol*i1 ? oo PER PLAN. TOE-NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4 NO.2 SYP BLOCKING BETWEEN LL SHEET NO.: I %"x4"EMBED ANCHOR BOLT I 2"SQUARE WASHER REQUIR BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH Z � IN THIS PLATE ONLY. (3)10d EACH END BLOCK TO ROOF DECK AND DBL FASTEN 2x4 NO.2 SYP DIAGONAL TOP PLT W/8d COMMON @ 3"O.C. I I SINGLE STUD TYPICAL(3) BRACE TO BLOCKING W/(6)10d ROOF DECK STRUCTURAL CORNERS. STUD MAY BE 2x4 SYP OUTRIGGER @ 24"O.C. DETAILS ORIENTED IN EITHER DIRECTI N. • • CLIP TO GABLE TOP CHORD W/ • (1)H2.5T W/(10)8d x 1-2' Q JOB NO.: Fwl U AT2531 PT NO 2 SYP BOTTOM PLATE ' GABLE TRUSS TYP ALL(4)SIDES. Q SUBDIVISION: BEAM OR GABLE USS) Fti�1,o 24"LONG 2x4 NO.2 SYP SCAB o 1500 Park Terrace W. ABOVE PER PLAN.' _ _ APPLIED�O GABLE VERTICAL � (— W/10d ATO.C. U_ 5 • Q I � � LOT NO.: — — — — — — 2x6 NO 2 SYP DIAGONAL BRACE 2x6 NO 2 SYP DIAGONAL BRACE Z -- '�6"OSB FASTENED TO STUDS W/8d (SEE PLAN FOR LENGTH) COMMONS @ 3"O.C.ALONG PANEL EDG r . •UP TO 8FT SINGLE 2x6 ONLY FLOOR PIAN: FASTEN(1)SIMPSON HGA10 BRACE •UP TO 20 FT,2x6 W/2x6 T-BRACE i I CONNECTOR FROM TO DIAGONAL 0 Custom 20B OR P TT2Z. BRACE TO GABLE VERTICAL O ROUP TO SLA B W/LTT . DBL STUD G � I Z DESIGNED. .2 SYP -- _ � TO FASTEN 2x6 NO 4 SCP/JEF I DBL STUD SUPPORTING BEAMS. EACH B M STUD GROUP W/HTS20 OR MSTA24. "T-BRACE"TO DIAGONAL r , LU BRACE W/10d @ 3"O.C. 2x4 NO.2 SYP BLOCK CONTINUOUS I— REVIEWED: 8'-0"OR AS SHOWN ON PLAN i BETWEEN DIAGONAL BRACES. X FASTEN TO DBL TOP PLATE W/10d W DBM CL TYPICAL BOX COLUMN DETAIL 2x4x8'-0"N0.2 SYP LATERAL AT 3"O.C. *ACTUAL BEAM ORIENTATIONS MAY VARY* BRACE @ 48 O.C.FASTENED REVISIONS DATE �� I TO EACH TRUSS W/(3)10d , NOTE: PER THE FBC 2010 2304.11 PROTECTION AGAINST DECAY A TERMITES, THE BOX COLUMN FRAMING SHOWN IS TO BE FRAMED ACCORDIN TO ONE OF THE FOLLOWING TWO OPTIONS: FASTEN 1 SIMPSON HGA10 BRACE CONNECTOR OPT#1 -BOX COLUMN SHOWN IS TO BE INSTALLED WITH A MIN 6" RIZONTAL FROM TO DIAGONAL BRACE TO GABLE VERTICAL W Z HE E DGE OF THE CONCRETE FO UN TION OR 8" SEPARATION FROM T GABLE TRUSS TO TOP PLATE CONNECTION DBL TOP PLATE PER PLAN VERTICAL SEPARATION FROM GRADE. 1. FACE NAIL GABLE BOTTOM CHORD TO O OPT#2-BOX COLUMN SHOWN IS TO BE INSTALLED WITHOUT THE PECIFIED CONTINUOUS BLOCKING W/10d @ 8"O.C. W 2. STRAP TRUSS TO TOP PLAT E WITH MSTA12 N Q SEPARATION ACCORDING TO OPT#1,AND MUST BE FRA D AND EXTERIOR WALL PER PLA SHEATHED WITH PRESERVATIVE-TREATED MATERIAL. W/(8)10d @ 48"O.C. OR TOP PLATE TO TRUSS BOTTOM CHORD W/SDWC15600 Z U) INSTALLED VERTICALLY 0 WALL SHEATHING PER PLAN B GABLE ANGLE BRACING DETAIL (W/ HGA10) 0APEX 1) MAX.TRUSS SPACING=24"O.C. 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR Q NON-DROPPED GABLE TRUSSES W/12"OR LESS OVERHANGS. U) 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. — 4 C && O Lij� Z. �; N 'W= P U � �2� W4. r a METAL CONNECTOR ENGINEERING Q 08-20-2013