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Little Cypress Key 1072
Truss Connections Lot I IS in Selva Lakes North Florida Classic Homes Truss uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection jT1 780 780 H- T2 TYPICAL TYPICAL N/A TPP4 on Post 76 430 1030 470 (1) RTPGA830tS NIA 970 TPP4 on Post Tj(� (1) R-TPGA830ts TYPICAL, T1 I, T12 520 HDPT2 TYPICAL 750 TYPiCAL 'TYPICAL T14 690 HDPT2 __tAL 'TYPICAL DIX 2 Typi _3d 6—_H CO- 19 520 T NIA TPP4 on Post 121-0 (1) RTPGA830ts <510 (IIHCPLULR TYPICAL TYF4dAC kLL R'S Where RTPGA830 is indicated install two (2) SYP Studs(Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 pif or 7909 uplift for trusses at Zo.c.) Nail with 8 - I Od com. HCPLULR Uplift Capacity: 510#; HDPT2 Uplift Capacity: 11 oo# w/ 10 - 8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 'Uplift Capacity : 1750#; MST27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) Use Simpson HUS26 hanger where hangers are specified. 4�L er (904) 886-2401 Jeff�e K.-H _Z1 kn lu LU --Rlvee MOOSE U 40 u -A X El ROOF LANrCUT PLAN r CA 20'-4" �7_ W-4 1--,1 THICKEN SLAB TO BE 4" rONCRE-7 E SLA5 vil Fit:�EE:lpzll I"---sH 54 x 124 Vv (1) #5 R-O:) (o VAPOR, E3AikRRR,,ll P, CON"LINUOU5 .............. CVL---';Z CLEAN -1 L Rl'-11TE T!;tEA Em _E_is!_5HK 17>1R. T FILL ALL IN7,ERIOR BEARINO F 11 ,0 (3 70 5C 10" X 20" K/ (T) 0#5TI _1� #5 ROZ:>S CON'71 . FOR L x (3 # ul LU (1) STCR�� SEr_,7-lQN5 CNL"j' 9-S 5 a" MASONAR"r 5TEM NALL APPROVED OVErR a" X V' rCNCRl_TE MY OF MUMC OM -1 F-00 71N -0 K/ (2) #5 IMA"Ne 0mcs -A �ILE!TQR-r 5ECTI ON5 ONL"r (2) STOr-ZY SECTION ONL-" I.ZODS CONTINUOUS 221995 F-r-, e> Y, A 5-0-N—A-R, -"r-5-_"l-E N_A_ Ll e>" MA5ONAR, %"l' 5TEM NALL 11 x OVER. _13" X 1&" CONCRE_7�= CONC.;.ZE r--00 71NO K/ (2) #5 FCC 1-1 NO N1 (3) #57 24" X 24* X 9sl plC::)5 CON71NUOU5 RODS rONTINUOU5 Fr-IR 700-INO b I ;_v (3)_*5 �0:)s 5'--o r 7 __j 13 % MAY 9 1996 V N Buildin g and Zoning -4" \A- x �D IL IL Av FCUNr7�A71 ON PLAN ek T V=o =7 LL t 1u_ C.,ONSTRUCTION NOT= 4-6 4"-0 21-061.0 31-4m '::R THRU—CUT HO'NIE. x 17 SM 1 . 500 to CIO 2. CUSTOM FAINT COLOR5 TH1,;ZU—OUT (5EF. COLOR 5HFF.T). ;1 -1 A -5–nna"_ 401 5. IN5TALL A OARAOE DCOFZ OPENER. TLIS VN �b J 4_�'N rL L L--- 0 61, Arr., < Tt [BONUS ROOM sctr,. x 1('-0* UP 5 P. Le 5 pt. 6YMLINS 017.04 CARMT 0 1.01, (1) It 4 SH. 1A too S� zq_ -AA7 BA5Z CABINET T lao UPPER CABINET 4' BAR AREA SHM L P UN IL jar-DROOM :2 Ll I V-0" x 24'-b' V MUND __4 X sm 50NUS 5ECONLD FLCCt,;;,' "1 - L/-NN FOR, 19�T TO :2NV FLOOR TIE 1:20NN USE (1) 5TRAF a 4a" 0.0. FOR CONNE-0-NON 60 2_7 —LL %L H \,L I Y CD IMA5TER eV N 40 V� -1 W2 KA" IA HOco LLI 151-4' x 14'-4" 424 2V-01 x 20'-0' _t CAP -4-1 WCEILIN& w (3 Lu C�_S. ENC. ON 1 - - x 27%.04 TOP OF A 40" x M XON SLAB IA CARrST \/I%rrL 1 b lu 2" 40"1 41RDY'. 266af vT. CAI RM4 qF_hDFA_-m CKCPPLO UP 14 R. Sg*4C. p ?,3G TI?G e '736 ow ENC-I* L K I\"�q b �I -_ y # p- _L0 /0511 0 ;Ll qW_L__5__ IL ri I-elk .31 _,eo 9 sin Es W 201-6" <1 TC.,HEN ELEVAT IQN15 ci Hwre rAik,-cr 11 ki-I CHEN ILO V*p-Omm LIVINO Root-I[II 15'-0* x 16,-Ow x 15,-0, ri ql CIMINO ��12" BAR TOP UN 4:2* A.F.F. ell CE!11.14�9 MTIRIROR MIRROR a� - CAWT;�f 512,-7(3 F VININ07 ROOM !�6'PRL�"AD IftlReFLAL-I! ?xr.vnfr w 506aec. LAT*eA" 24 49 q� 4- PAK aAft"Er ' F�_u - Aisu 44 Pasr Foks--' . ..... op M5. BAT H BE CRYSTALL ELEVATION ELEVATION 50509H p N CL_�P 2"0 SH IL %,) 121-6"svj W-01 - __ -L m IL _L J_ AREA TASULATIONt MRST MOORs 1054 sr. SECOND M.P.1 555 5�r. \ lit 5 T "-LOOR PLAN 1/4 LMNa TOTALs 1542 Sr. OARAOSM 440 S.F. LCOOlAs' 50 % TOTALt Rlor 0* 4 2062 ru fta+16 E,17 WEE DO." Wa AM =& 'Sr. 12 12 17 r-SER&LASS SHINIOLE ROOF Zv FLR. SRO. IV-T 2NP T=LP.. BIRO. lu 5 TU C C 0 r- I E Z E (rP,0 N T WX 5' VM71CAL VVIN& BEARI LLU 10'-&- 2NV FIN15H FLR, 13AND W A bm BAND ON TOP Ju 4\ cr-i- E3r=�FR i N 3, ql-I I' BEARIN& IV-1- BEARINO lu WX VVER710AL + I X 4 Ok TRIM EIRDS. (TYPJ 4" STUCCO TRl','4 ST ur,CIO 0--o' MNIS+4 FLOOR lu 0'-0" FINISH FLOOR 0'-0" FINIS�4 f=LOOR Ti 11 FRONT 7..,>O0Ri TO BE -Nr 170 C-o 5-T-AL -52LE 2QS-6-51-0 "MON - UN17 'D' -LEVA-"-ICN - UNIT 'r,>' 1/4" 1 '-011 ';;Z=Ali:;Z ELEVA I 1/4 C) 4' X V VERT I CAL SIVINC7 -V%P BEAM" 11 X 4 T i-1 T 4' X V VER",'ICAL SIP14C7 41 , 51 4' X VVER111CA. CAL SIVINOL 24'Sn4W W&MVW . ......0 WX gs' VERn. CAL I X 4 TRIM IL "low"Lod* &-o-mw%4 mom LU LEFT Sirm rj=EVATICNI 1/41t 11-o" -Rl= SlDa ELEVATION 114" V-0" T A 14-1 ELECTIFZ10AL NOTES: 1 . M5. BATH LIOHTNiO TO BEFIXTUIRE (HINK 5514 51:�� LAMPS 2. 2Nr..,o> BATH LIOHT FIXTU TO BF. (2/AMLA11555-14 LAMPS C) 5. 1/2 BATH LIOHT FIXTUIRE TO BE (Proell:1551515 LA'i*IF5 N. 71 (34 4. r�>ININO R"ivl. t`IXTUIRE TO 5�- (NIL5K75005N5 LAMP5 DT vi. OEILINO 'A �Ml 5. LIVINO - R"i N (E FZ5CI105NN LIOHT <IT TO BE ............... (*=—MR5Co,-7L,<IINViPECOL00AIct) INCLUZ-o>E INSTALLATION OF FAN. 1 BD #2 FAN TO B` 6. BONUS ;,;Z\i 12AN X:c To4 2 INCLX)E INSTALLATION OF FAN. ILI "7. M5. BFr.-,o>lROOM FAN TO BE (EMIR507705V4^0 LIOHIT <T TO BE 0 INCLUI:��E5 INSTALLATION. o42" A.F.F. FAN OVTLE7r 0 55" A.F.F. rOR A VEDICA=M ILI 2NP PHONE LINE IN HO*,-r= 5 QN;= ELEC,,,,,oT'FZl0AL 'PLAN E30NU5 'FZM ELECTRl CAL PLAN 2ND FLOOR AD LU PAN OWY 71= L— J INSTALL A 6AP-A47E DOM �7 PRENTRE M.00t:�\U TV -AN LQ PREHIRE rL00t:> L10HTS uj LU z < ELECTF;Z I CAL 'PLAN IST FLOOR J d) 31 Li All' �2(N :�PP�HON, �EL I�E I N� -HI oll��' N= . . . . . ... I -.��.r� .e-, . -. I .�111.. . 11-�. -11 ..- ...-,.--11 ... .I .. ,--�r "."*-,r i _.--.-,..�----",..,V,..-...C....W,.W.-,�----,,w-^-4-IR. - we -� - . _ . .. I . -,---.I %I� "I -�a_ -- - ,, .-- __- -i, -�-: , .-. . �I .I- -I - ... � . % -11 I� - .-I - ; - -I�- , - ... , - � - . ,._� . . .. . - � ... -11 I-_.- .- I . . I .-1--�,. -. . : � . --11.1___-___7�._ ________�__-d-�-- . rt, ,�,'1�-.- . . . . k --��,-7&N�+ , � p- ..I I - . -. .. . - � .I. - .- I .. .1. .I - --- -1 -1.Iv. . . 4, --, ..I, . - . . . . ,!rfw,P�-. --, F4.4"- --,k-�,--"%*It:;�- - ,� I : , . -- I .-I_�!,�, � .,� ,- __ ," - . . .I . . . . . . I- i . .,- - � . . .1. , , _. . , . . . I - � - I I . . - . . . . � . . 'it. I . . . i . - .I I 1.�,�'! I - : I . - . . . - . .. � . . . . . I . I . . . . ..% .* . . . . - . . . .- ,N . I I .. .. . . .. .. .. .. -- . .. - . I . I - . . . . .I . - -_ - .. . I . . . .�_ . - - . -- . I . � . - I. : . ... I . . .- . - . . I . .- - � . -I . .. . _. . . - . . . . - . - . - I - . . . I '. I I . - I . . . ..'�, - . . . � . � . . . . . -- . . - . �I. . . . . I . . I . � . . ., , . . . . - - � . ...- . . . . . .� . . � . I . . . . .. I � I - I �- .. .. -I . . - . - .- - I . �.. � . . . . . . I - . . . .. - . . . . . .. . ... %�,s, . ; I . - - . . . ., . . . I I —— . r I STUD TABLE. . . . . . - I . . Ili . . - . I � . . .. . . . . � I . I . . . . - . . _. . - . . 1. .. . I . . . I - . I . . - . . - . . . . -- � � , .,. - - .. -, 11r, . .. . . I . . . - . - . - . . . I . - - - . . . . I - - . . .. . . - �, . . 1. It. . . r . . . - . . . . . . . - . . . - . .- . . . . . . . . . . . . . . . . . - - - . I . . . . - (�� 1 - _j ___ . � . - .. I. : _. - . . . - - . . � I J. - - . . - . . . . I I . . I .. . . I . . - . - - . . . . . -f - I - . � . . . . � . - I . � I . . . . I - I .. I . .� . - . . - . . . .1 - . � I I .:.� i � - . . . . - L I I . . . . _. I- . :_ --; _. I .. .- - - � " . - . .. _. I - . . _ . . 1 .-- . I -Bearing Wars . - . . .. . . . . - . . - - "�' - - . I - . - . . . - . - Stud Spacing for Exterior Load 9 .. I - - . - .i . 1 -i. - : , . - - I .- . I . - .. . . . . . - - . . . . 1. , . � . I i . , . . . . . . I . . - . . . . I . - " - -�� .11 . . I I - - I 0 � _. . . . . r - I'l I , ......7. .. _.i - - - . . . I . . BLOCK146 REOUIRM . .. I . . I - . . � ,. - . . - I . . .. . I . . . .. - . . . . . - . . �. �. . I . - . . - - - - . . 1. . . - I . . % .. . . . . . .. . SPF SYP - r .. . . I �'. . . - . I . , �!... - .. % . . . I . . .. . . - . . . . Ceillng No..2 - No. 2 No. I SY P . . . . - . � 1-:_I.:.� - , -, - � . . . I - . - . . - . . I . . I - ". - , - ; - . . . . 2X4 13LOMM 0 ; . I - verrvm OvMW76t*R5 . . - . . . . . . I . . . - . _.. . . I . . . . .1 . . . �,� - Z .I . - . . . - . . . � . . ��"_ I . ..- . . . . . . . . . . L _ . I - . . ; . I . . - - . . . . .,. 1�."__:.-I, "zI` .- SMAT"WS Jow . . . . . ' - . __ - . .. . � : I. .I Height - . I . . . . ", __�,_,_:� -,-1 _� . % ., I . . . - - WMMCA),IS CLIP .. . - .. . . . - .t " . :.� I ,_ � . . � : .. . . I - .. ,2x4 0UTRr_<,ER . I . . . . % 2 x 6 2 x 4 1 2 x G 2x4 2 x 6 - . . . . . . . . .1 - ... . ,:,. . o I ____- . . -- . - . - . .I . '.. . . - I .�. :., � _ . . I .. � - - - 4*FROM OA13LE -,,�, I . _\ - .- . _. 1 4-75 OR EOLIAL - -- - '. - . .I.: - . . - - '. . . . - .. .__--,-2 x 4 - 2'r o.c. . . . I . . . . . � -1 . . .I . - . . . I . . �. . . . . I., ..'�_ ..... �. . .- �:'� . . . . I EMD . - i . 0 462 OZ.. 04640.6. 1 - . . . � .. . .1 I . . - -_ I . I . ' '. . - � c . 1�,� . . . . . . ." . . 1. . is" . . . . . . I - .- . ,� , . - I - - - . 9 ft, O.C. 2 "ox, 16"o.c. 24 O.C. 16*o.c. . . - .. J ...� - I . I 1/** STRUCTURAL - I ."� Z�* . -. - I . I . . . . : �,_� I . . U-4*iGER .1 7x4 MAW-sE , . - . . . . I . . . I . .. . . . I . __ � . I - SOEAT _N1 I .11 .. . . �, - I . 10 ft. ler O.C. 24*o.c.- 1 Zee O.C. 24"ox, 160 o.c. 24"o.c. . . . . .� . . . . . . . .. � . . ROOF ft,* **_1 . - .� . . . . . . - .. . 4 �! , - . � . . L" - - �,-. _�, . - - I . , - s .. . . �, � .. '-*,%, I, , 1-11 P-AFTER C,a4r. - I - - . - . �,q . - ., � � I - : . , . . I - 4 I �- -!41 1 .1 . 1 . - , . - 1, . . . 1. I . .r . 1, . 11 ft. - NIA 16*o.c. NIA 16"O.C. NIA 24"ox. . I - . I It , -. .- - .. .. . - - � � 1. � -�, ,'....'.�.�-, - � . - � .- I .� 1. .. . j I - . . .- . - ..-- . - . . . I ,. - I . . �_ . . - - I ' -C__ - IT .. __ SWN61.1! STRI10 - - -.L..-__ ...- , . I ... . . . � . - -, -. _. I . . .. - . . . _NIA -& *O.C. . I . . . . . . . .I . . . . � . . - rll� - , - -A, ,_ - � .. . . _. . � . . . - . � . - - . . - . . - . . . - � a- I � R - _ I. - 12 ft. N/A [ 167 ox. , __, 16*6. L__�Y�,���24 � . . I . ; I - I .. . .. ... - . . . . .- I . - _� � � . . I I . I -1. .- -- . .I . ..1. - ,-.- . - . - - 11 � .14, . . '. ' . . . . .. - I- 6, .-, . 160-e. fAt 16-0 . . . . . . . -_� -1".., . .: . . - . - . , . - . . - .- s I . . . I - - - . PASCIA ' . .. I . . .. % . . . 13 ft.� NIA- 1 12"'Ox. -I NIA - _0_�_N _I .C. . . . - . . . . . . . -. - .. - . . U41'X-MMMM.. E -..._.._.,...� I . , . � .. . . I . . . _. . . 1� __ . _. . .. ,�.� .1.1 .. - I . � - - . . . . . . . . . . _; . . . . . . - . . . - � .. . - - -14 ft. - N - _i� 12"o . - . . . - - - ... . . . . . - * we",O,C Tor'L C"ORD OF . . . . . /A- - [ tFo.c. F7 I I A F I a"o.c. . .. . . . . .- . I � I i . . . I - , . . . . . I . � - - . - . I . . . - . . 1 - . . I . � - . I .. . .. - . . .6A5L E END TFaJSS, 1, I . . . . . . . . _. I . . . . . - . I . . . . . . :5� k_,�"_ � -. - _.. - I . . . . I . . . 0 3 v2*_ . %_ ... .. - - . .1. . - . - . . I . . . . - - 1 5.�., . . . I . - 1. . 1, - . . .7-11' - . - . . . . . . . . . _ I.. . . Nple:This table applies to structures%ith mean roof heighrs<25' and . . . . . . . . - 'Ie .. � . . I . ,;., � ; . . . I W . i . . . - - 1 . . - m . . . -, % . I . . . . - . - . : 1. I . . I . � . - -t:, ... I - I ., .1 ,_ . . . OVeRKV" COW.2x4 SCAB I . . . I . � - . - . . . constructed In a wind zone of 100 mph or less. I . - - . . I . . I - �.. . . . . . IV I - - . TxA SCA15 .- - . - . \1 a - . . . I* - .- . . - - . _____ I__,:_ - .O . . FROM TOP TO . . :, 1_� . . __ .-rwo leveeeoi-Sol t*A.% (R 4 sec. 1i . . - :�. - . � . -1 I .. . I . COW".T - I I . ---_ BOTTOM CWORD . . . __�_ .- . I : - . -- . I . __.. . . - . __ . . � � . . . . lr� . . . I - . . . . . ��; . - . . . - . . . - I . . I - .1 _. . . . . . � . . 1 - 1. I -. . : . . . . I I . . - . . . .- . I . .. - . I .. . . . . - Roor SM74M__\ - . . . - I _.... . . - . I - .. ...-� . �I : . . . �. . .. , r . . - , . � . - BOTTOM . . 0 X BRACING ; . . . ..� . :. . - - � . � . . . 1. . -1. : I � . . cj�� a __ _ . . I .- - . . . .. . I.- I . . - I Stre'Victural Notes . . - - . I . - I - - 1 - : .. .1 . - I - I . . . .. .."� ..�. . . . I I. . - - . . � . PR' . . . . . . __ I . . . . r_� 11 " "- , � . _. .. . . - ( CMDE . . - I - . . . . . .- . . . . . . . . . - - . . - . . L . . - . - - . .- - I - ,41 ; . I - - t .1 � . FROM C*Ae L 1! I . ADDITIONAL 2x4'*- - : .� _. - - _. . "I . - . - - . . . . 4 - . � - . .. - . - .. . . - , . .. . I - . . . . . � - TOP C"Oft . . . . , .. I _:r . ... . . . . . . . . . . � . . . - . . ; . . . . - . . I , - . . � . I - -1 , __ _ . -" . . I - - . 1. I I - . . - . . I . .. . . . k----- r I . . . I 1,.,. .- .- - .. --,-. I -1. I I . I - . _. . . . - . I . . �_ % . . . . _. . . I . . I . . . - . 1.i,,i,,,11r - - . I . Co r-... nail I ' . . . . . . ... . , . . . ,,, ; - - 1�. _ - ... _. . __ I . . I., . . I . AT VERTICAL IF .. .1. - . . ,_ . . ... -.1. I - . _. . . 1-1 .. 1. - . . . . . - I . . . - . . . . I . . - - . 1- . . - . % �) .:. � . . I .� - .- . . - . - , '3)12d MAIL'S -� . .. - 06MER TWANI 45'. .. .1 . I I . - . . . . - i I I I. All laps in top plateshalt be am im of4" and nailed with 12�.'16d M 3. . . . Q_ .il �____ - . - . , . - . . "1�, �- , .:..� - . _. .1 . I . . . . I �. . I -Clctl AN *L* . . . . - . . . . - - - . . - - . . . . . . . _. . .. - __-.1 . . 1.1" �__- __ -_. I . - -_. � - _ . _. - . TYV� AT I - - I . - I - .1 - . TO r . .. . ". . . . . .. v : - - . . - - I .. -I . , . . . - - *1 . . DWKE OAM . . . I, ; . � . - - _. .4. .. . - � - X-15RACH3 I I I .. 011K.41"',E) - _. . - . - - . � - . .. . 2- All sheanvalls shall be nailed at,J"or6;":o.c. as noted on all edges and, 12" ox. intermediate . _� . - �; . . , . ., . ' TRM - - . .. � $� _-, f 4 SC-As - . - . I . . - . . . - . __ � . - I 2vt4 SCAS . . . . . . . .,� - _. . . - - . . .. I..� .. . - I 7-VERT.WE . . . I 20 flatwise blocking. . I I - -".- . - I - . . .15.15 TOK 44,1%, 'N.Uss '176 c I I . 4 .: with,Rd commons(U,Q,N, . Block all unsupported edges with . _ 90TMN C"ORD . . . . � � - . � NOT rlmft_�n 060b-CE PL^'TIL ,-./Ir.,v1 COA .. . . . . - . . . . I . . - -9LOCKM - - OF TRU" I � - . "I . . - .. . I I . . _� Shearwalls shall be 15/32"CDX or,7/16" OSB. -1 . . , ". . .- - 11, - . � - . - - I � . I .- .. - .� . . . I - . - I - "11� .&_ 1W a-r- � .- .I.' . . . . . I . .1. I . . I - .. . i. . I CEUNG DLAP"RAOM . 4 MAIL'?&To? Nfma ./Ib� C'm - _, I . . ._. I 4 . . . - - . - __- vOrTom CW:"W Cr- '. I . � . ' r attached detail. . . 0- is"d.*C.� - . � - - . � , %_ " . �.,, . - . . -- - .. . - . . . . . - - I - . N . I N 10 GA13LE END TYaJ!SS I . . I .1 . . . . . .3. All gable ends shall be balloon'framed or framed and braced Pe . . - . I . . � .. ,,.,-,, - i,- - . . - , I . . .. . � � . - . . - .. - � . � - . . . - . . - . ... '. .- . . - . . . - . -11 . . .. ___� I . . . MGM - . I . . v . - . -11 I .. - .1 . ..I-. .- - . - . .. . . . CA:W.2x4x8' 07 Syr -------,(J)2x4 TOP rLATE � . . I .. . . - . - . . 4. Strap header studs to clotible plate with TPP614 at each end orheader and nail w'Ili eight(g)- . . - . . . . - , . . . I - . . . . " . .�. ___-t. .- - . . LATERAL BIRLACEJ . . - . - . . �. �. . . . . . I .. . I . . . -I- . 0 . .,i .. . . - . 10d co ails,(U.O.N.) __ . . T'YolliC4L -irA/rrk10k 5mevA1tWALt. I - . .. _. .. . - - � . . I I* _1 . * 481, or� . . IX4 STWS * I . . . . . Mmon III I . . . . . . . -rjoeM L . . - I __ - . I . . -. .L" -- . . - � r_o,ojv f e. . - . .- '. . ,,-. - - . I .. . . . UNEIRACED LENGTH OF X-13RACING MAY ./ 16 4 Or_ -, . - I . __ - . - . - I . .. . . . . I- -, � . wl - 2X4 13LCCKNO a / r 1. - . . . : .5. '.I-leader studs and header cripples shotild be nailed tiaget her at 6" o.c. wl I 6d staggered. Clip . . . . L . . - . . 0 . . . . A . - __., .I . � - N0T EXdtED I 0 FEET. IF LENGTH DOtS 48*OJC,15ETUEEM ! . . .. . I - . . - I . .- ,r 1.1 I -.,f - . . . . . . I - . . I i 1. I . GAME A�,V rl?"T . Ir . . . . . I - . imit to shoe plate with one (f) TPP6/4 clips and nail with eight (8)- 10d common nails - . . :- I.., . . - - .. . . . . - - ... - . . . . . . . . , .1 -EXCEED 1 0 FEET . . . I I . . . . - . - - I% ... - . I . . ,ADDITIONAL SCAB TMMS . I - (U.O.N.). � . . .__ . . . . . ,,I ; . -_ - . - . - I. . . . . . . . . , . . . . . . . I I . . . .. . - � - - - . - . - . .., . .�. . '- IS REQUIREM' I - -- . - _ _ . I . . . - - . . \1 . . . . 1, . . . _ .- ! - . - . . . . I . . I . . . . . . . - � . .11 - � . - . .- � -,,-- - I . . .. I . - . . . -1. . I .I. . 6. All window and door componen:s'must withstand a I 00 M Pl1 wi nd load- I . .. I . . . . - . - - . .I . I _ - _. . - . - . - . - . . . I - . . ., . - . ; . 1 . -11 .. ..I - --- . ,..� . . . . .. � - . .. I I. .I . . , _ . 7. All connectors are SEMCO' or equal (U.O.N.). . - . if . . - - � - . I . - . i..�" ...- . .- .. - ..- - , ,� I_. . 7. - --- ,� . . . . . . . . . I . .- -" . SEIWCO TPP4 Q 32 o-c, . DOUBLC PI-ArK I . . . . I . . . . ,,,�� . . )� ,�, .. " - . . . 11 . . .- . . ... . . . . - . , - . . " � '� . - . . . ! .? I - , - - � , 8. Foundation design is based on a minimum soil bearing capacity of 2000 psr. .1 - I - %%4's E _P I ! ! .6, - . 11 � � I- :, - , __*_ FLATFOIF�M. FRAMING G * 5L . . .- � - I . . . '. . , _. I . . - I . I , . . . .. --- _. r -L . . . I - - I I .., - - -- - - _. _.. A E ENE) . I .. _. . . 9. Design wind loads are based on SBCCI Section 1605 with-a wind speed of 100 mph. . . . . . . I I - . . I.- : .I - . . " .. : , 1. . .. . . �. .7 i ... . . �_.. . I . - . . - . - - . I I .. .. . . - . ." - . - . . - . .�j N. . . � I � . . - -1 . _. .1 - . . . I . . . . . . . - . . . i.; - I - � I . . . . . . " . . . . - I . F - - 1 '7/1 t - NA04.41110 e . . . . � , . � . . .. .0 osa so4aokrs4t#e4& &�*#,I, . . . - - . . . I I - . . . . . I - � '. . . - . . . . . - . - . , . �, . 1. - . - . . . . . . . .. - . I . ofit ALI, svpftcrs 41gol C.-0&4 401L.8d Q.5 I, . - . __ . -- .- . I . . I .. . I- - - '*_- � . . . . . . - f . . . . . . .,..� .1 . . -, . . . . . . . - I . . . . I � . . . 6 . . - - 4. . I - . . -rrZU56E4et .0 . . . . . Oe . . . . :., . I _ .- � . . . . . 2x+ (e :L* 0. C. . . - - . - g . . . - ' I . . . . . - . TPP + . . . . . . . . � . . . I - - . . . . .. "TP P4 -� . . . . . - I . .. � _. - . . 0 < NA116 W/o - tod come , - I;,- " I . . . 57 � - - . - . ..- _4 . . - - . . I I . . , f - . I - % . _-� . - . _- . . - - , . .. . . . I - - . - Flae'ec.-LA.'s SN#ov*,&f3 ovat islopw �_ . - . . . . . .__ 0. , I -_. . - � � 4 - . ,r , I i __ J.! - - .__ -.4 . � . . .. . . I -_ . ,_ - __ . . % I " �! . I - -- =I - 0 . . -- � � - I __. __ I . . . . . . I . . 1. . . . - . - 1i j . � - - . _: - .I: � *. , . I . . . . . .. - I . . I I . a . I . . . . . I.. I . . . : ! H W . . - I .. . I . . � . � . il , P - . A - I __ I . . . - I . . . . . . . . . HUP,OtICANI! 6.105- AS Ive Trio . .- I h 1R.S0, 141vie. - . . . - - . '. . -1�- . . . . - . . . . . - ` _7� � N . . . . . - - .. - .1 - - - . - . . . - . . ... I . I I, . - . . . . . - . . I �t. .1 - . . . . -r rA I . . :.. - r . .I . .. I . . - . . . . - . I . . � v . I .- - 01i A 'e-1415"D C-NAOLr 11. 1-l", __ . . . . . .. .. � __ I 111' . _. . I I . . - . . . - . . . . I - . . . . - . . , !. .I . I - . . . - . . . I .. - . I : . : . I - . . :. . I I I � � . . I . - I . . 1- - . . . . I ...-,- I . - -- . . . - . . - - I . I . � . 2( + SPF Srva-s . , . . - . I . . . . . .� . - . I . I- , . - - . . . . - el . . . - .- - * .- . f - , _`I;_� -. . . . . . . . . . - i . . . . I . I . - th." "10kicr SoARO - . . - .. . ,.I U'' �; - . . - . . . . . - . L . . - , _. , . I - . .- - . . . I � � �_ . - - ., A - I __�_ - .. . I - . . . . - - . - .- . - - - . . . . . - . . . �. C;k)-2x4's SyP . . -.. - I_... ,.: %.". P., .w. - ., I . I . . - . . . - . . I . - . � . � - . - . - . - 1, . , . I . __ . . . . . . � _. . . . .1 . . � .. -. -. . _. - TYPICA1, HGAZE(L . . . . . .- . . I - . - .. . - - � . - I - SEmco "rPP4 LO 1,Z"o-Ic, . . . -OF-rA'6 Or TPP4 . CLoA .. -1 . . . . . . . . - . . . . I .- .. . . - I d( ca") . . .1 . I . I-- . . S-rn.hPIAj& - uAiL.Arss. . - . - - . - . . .I . .. . . 1. I . - . ---- CNAIL. %W/o -10 . �. . I . � I.. - . I . . . . . . - - . - 1/2:' DkYW4%.L - .. - . . . - . . . . - . . .-, . - . il -1 . 0_rp_w#:S1C A16MO 1AJ . - . �.x . - . .. . . I. . - I . I . . . . orm - __ . . . . . .?) . 1. I . . 11 - . . CJ�TIOAJS . .- .. . . - - . I I:- . .- - - I . . . . . . . . . 7 . . . 1�, . sp,rc I ri 4C -(_0 .- - . . .. . - . . - . � . . . . . - -. 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'�' � I I . - I -,. - � . . . . 6 32 0-e- , P�A I L W/I I � 7 1 , .--� . , . t :,, - - . 1. - - - � I . . . . I . - . - . . - . 4 IV . _ . .. I - . . . . -k 1�- _. -I _� - . .. . .. . - we I . . I . - . . � . .,� � , __ � .. . .. . - , . . - . - . . 5 cm i . I I b �_ . ". . ".. . � .. . . . - . - . . . . . - I - 40Aod. 604 UPPEOL AVID v - � - . : . ."f . -- �, _�_- . . �_ - __,�.- . � . _. .� . - . . . I __� . . I � . I .. .. _. I I.- I . . . . . . . . I . - . . I . . . - .. . . . . . .. - .- __ - - . . . I I - , . , . .1 . .__,r . . I . . . . . . . . . . -- .� - .. � . .. % - .�� - . . � : .. - . .- I I . � . . - - 1. . . . . .. - - - . . :! .. - . I . . I . . . 4.1 . . .- . I , I , . . .. �__ _. - . . . . . . . - . . .. - - - . . - I . . . . I w-f Vc4.,r Cz *LL. c00%Nqks - I r_�,� - . . . . . mL .. . . . . '. � . .. . . I . I I - . .. . . . . . . . . . L . . . . . . - . . . _i I., . ; :. .. - - v - �;_-_� - . � . I . . - .. . . . ... . 0 , . I . I, - . . . . . . . � . , , . .- . . . . . . . �. _. . I . . - . . .- . , . . .. . . . . I -. . . . . - I Apio Ar 4 O.C. . . MIN, (ae" 11100K � . . .1 . . I I . . . . - I . . . _: �- . - . . _ . . . . 4 - . I . ' - I . .. . . "._. I . . . . . . - . . . .. . . . - . . . GRAD* . JI.- - . . Z'v HOOK IN rO SLAj - . - . . .. . - .2K4 6- - I2y-p . . . - � I . .. . I .. . 1, - . I I . . . I AA10 ] . . . . : , , . . . . . . . . . I . . - . - . . __H lAt ro Fr* . . . . . . I . � 4 . .I- .... .11� . . . .- .., . . . I . I . . - . I . . . . � 2 I . . : . _1 .. . %� . - . . - . . . . _ . ,TYPICAL- RERDIER ST1K F�,� I N G_ .. � . . .. _1% - .. .. . . � - __ _ - . . . . I.- . . . . - - ..- - I .. - 1 __� - . � . - . - . __ . . . . - . - . -. . .% I L--,� . . . . . . . . . . .6 . , *: . ' 'i . . . . . - . . . . . ;1, t . . . . . - I - - I -1 ��:�.:, - - . � . 1. . - . ; . . .14 . ' ' , ! t . - . . . I I . . . . . . . I . . . . .."... .. - .11 .. - ____,� , 1.- . - � - .. . � . . . - . . . - .. 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REVISIONS BY EMBED SIMPSON HPAHD22 AT CH SIDE OF GARAGE DOOR RAFTER, SEE PLAN 2x6 PT SILL PLATE THREADED ROD SYSTEM, SEE SHEET S-5 w/ ANCHOR BOLTS PER FLOOR DECK, SCHEDULE 5 SEE SCHED. H2.5A TERMINATE THREADED SLAB ON GRADE, SEE PLAN. WALL STUDS AND SHEATHING, 10"x20" CONCRETE FOOTING JOIST, ROD AT SILL PLATE SEE SCHEDULES 1 & 3 DOWEL NEW SLAB SEE PLAN I vl� w/ 2-#5 CONTINUOUS TO EXIST. SEE 8" CMU STEMWALL w/ #5 PLAN @ 48" O.C. VERT. REINF. CENTERED IN WALL AND EXIST. DOWEL NEW SLAB TO HOOKED INTO TIE BEAM. SLAB EXISTING w/ #4x8" GROUT ALL CELLS SOLID. @ 48 S-3 Oc DOUBLE TOP PLATE 4" CONCRETE SLAB ON SYP #2, MATCH STUD WIDTH. GRADE w/ 6x6-Wl.4xWl.4 EXISTING CONCRETE SLAB 8" x 8" BOND BEAM WWF ON 6 MIL VAPOR w/ 1-#5 CONT. BARRIER ON COMPACTED SAWCUT AND REMOVE GRADE. PERIMETER OF EXIS11NG 1 0"x20" FOOTING 1, IN WALL STUDS & SHEATHING, v SLAB APPROXIMATELY w/ 2-#5 W_j .44 LL 2'-0" FROM NEW 4. SEE SCHEDULES 1 & 3. D z STEMWALL WX >0 '71 r2 SECTION w r*- 00 0 < _j 3" CLEAR IN.�-3 SCALEi 3/4' 1'-0' 10"x20" THICKENI;L) _j w (TYP.) 0_j w_j SLAB w/ 2-#5 0 5; STEMWALL AT GARAGE wz < 0 00 0 _j 0 En r--- s < ECTION by L- ---------i It_') �,�-3 SCALEi 3/4' 11-00 L------------------ ji (2)2x8 COMPRESSION '/4" STEEL P RING LAT\E, EACH SIDE d- _d (2)13/4"xll" HIP RAFTER 0 0 0 0 0 t (4) "0 x 3" FOUNDATION PLAN LAG SCREWS (2)5/11"0 THRU PACK STEEL BEAM EACH SIDE BOLTS SCALE: 1/4" 1'-0" wl (2)2xl 2 AND 1/2" PLYWOOD DETAIL w/ (2) /2"0 THRU BOLTS STRAP CUPOLA TO @ 24" OC. HANG JOISTS COMPRESSION RING w/ HTS20 FASTEN BOTTOM FLANGE OF STEEL w/ FACE MOUNT HANGER FASTEN EACH RAFTER AT EACH CORNER BEAM TO DBL TOP PLATE W1 TO DBL SILL PLATE (2)5/8"0 THRU BOLTS wl w/ SIMPSON H2.5A 2-MTS20 2-MTS20 7p 2" WASHER AGAINST WOOD, 2-MSTA30 STRAPS n TYPICAL EACH END. EACH SIDE OF GARAGE HEADER 2-MTS20 13/4%11Y�" LVL 13/4"x1 13/4 LVL ----------------- ---------------------------- < < ----------- ---------------- --------- ----------------- > cl ------------ uj SW STRAPPING AT 2ND FLOOR WALL: 0 13/4"x1 13/4 LVL ALIGN JOIS w/ WALL ABOVE ------------------ OUTLOOKER TO DBL TOP PLATE: H2.5A 0 ALIGN JOIST w/ WALL ABOVE _T� ------------------ ----------------- TOP PLATE TO STUD: - - ---=-=-==-+ - -- I I I ,I X� SPH4 0 32" OC r Z 2 O.C. STUD TO FLOOR JOIST: MTS20 @ 32' OC < ALIGN JOIST WALL ABOVE UJ < Lj_ uj 0 M 00 uj XTEND PLYWOOD FLOOR x N P N N z < I C) DECK TO END OF 0 Ld 0 < c1q JOISTS, TYPICAL m Z. --d ALL SIDES -------- uj I _j < 04 1-4 Q-1 I @ loll-- A2 0 V)I ~11 1 < L) U-) (01 U-) U ff)1 04 A3 04 CUP @ n t-11 RIDGE 00 (if -q- ct C4 < V) (2)2x8 x (2) 2x8 AFTER 2)2A8 0- CN x I I h %.N .4-1 04 u') 11 1 - x e4 _xlI 1 0 Nr (2)2x8 0 CL 04 \01 -Ji I 10 toll I x 'b\ N C14 N 00 R r w" > ------ ------- 17.1 2 6 IAT�',�4` O.C. 4 LE' U) OPEN j T�z IL------- ----- ---- ------------ --- -- ----------- ---- -------------- -- SW L------- L-------- ------IL_ -------------------------------------------- Z.;_ _Z_ --------------------------------------------- 2 MTS20 DESI /DRAWN SW DWB/SJR BEARING WALL w/ SPH4 @ 32" OC CHECKED 2-MTS20 DWB @ TOP PLATE, H2.5 AT STUD TO HEADER, 0-/ 2-MTS2 TUDS, 2-MSTA30 AT HEADER TO JACK STUDS, DATE 2-CS16 FROM JACKS TO BEAM 04/23/03 [BENEATH FLOOR SCALE 2ND FLOOR FRAMING PLAN- ROOF FRAMING PLAN- AS NOTED SCALE: 1/4" = 1'-0" SCALE: 1/4" it-on JOB NO. FRAMING NOTES: SHEET 1) SOLID DOTS IN THE WALLS MARK THE LOCATION OF THREADED ROD ANCHORS, SEE SCHEDULE 6 FOR SPECIFICATIONS. 7) ROOF FRAMING SHALL BE CONVENTIONAL, AS SHOWN. SHEET OF 6 EA C 1�0 PI H2 Rm 3/ -OX3 S WS C8 R*E2),I' F SW VE REVISIONS By 12 7 - ROOF DECK, SEE SCHEDULE 3 4-12d PRE-ENGINEERED WOOD WOOD PANEL SHEATHING IF ROOF TRUSSES 0 24" O.C., 4- SEE ROOF FRAMING PLAN SHEARWALL, SEE PLAN AND 3/4" DEEP SAWCUT wl SCHEDULE 4 (OTHERWISE, SLAB ON GRADE, HURRICANE CLIPS PER UPLIFT GYPBOARD PER ARCH PLANS) ELASTOMERIC SEALANT SEE PLAN CONNECTOR SCHEDULE 5 4-12d SILL PLATE CONNECTION, SEE SCHEDULE 5. 12 SLAB ON GRADE, 4 ./..: -A/ 5 TOP PLATE EL EE PLAN. SEE ARCH PLANS NOTES: 1 PROVIDE SAWCUTS TO CREATE APPROXIMATE -7-/ DOUBLE TOP PLATE SYP #2, MATCH 0\ 20' X 20' MAXIMUM SQUARES OR 10' SEGMENTS STUD WIDTH. ON SIDEWALK. 3 2 SAWCUT CONCRETE SLAB WITHIN 4 TO 12 20" HOURS OF CONCRETE PLACEMENT. 2-#5 CONT. WALL STUDS & SHEATHING, SILL PLATE SYP #2, SEE SCHEDULES 1 & 3. 12 SAWCUT DETAIL MATCH STUD WIDTH. NOTE UPLIFT STRAPPING OR THREADED RODS ARE ONLY REQUIRED IF ROOF IS 7 ROOF DECK, SEE BOVE (I.E., THE ROOF CAN APPLY UPLIFT TO THE WALL). BEARING DIRECTLY A SCHEDULE 3 D FLOOR DECK, SEE SCHEDULE 3. r4 ETAIL 4-12d PRE-ENGINEERED WOOD '%_.�4 SCALE: 3/49' 1*-0" :w)6- 18" FLOOR TRUSS z - SE >0 OOR EL SEE ROOF FRAMING PLAN FIN FL ��4 SCALE: 3/4" = l'-Ot' << E PLA� ROOF TRUSSES @ 24" O.C., r3 BEARING AT INTERIOR w:r --------------- w P HURRICANE CLIPS PER UPLIFT m U) SEE ARCH PLANS CONNECTOR SCHEDULE 5 < C14 _jw 0-i W=� DOUBLE TOP PLATE 4-12d L)> SYP #2, MATCH U)Z < STUD WIDTH. 12 00 LL _y 5 rk TOP ou V/ PLATE EL < COUPLER NUT AS SEE ARCH PLANS RE' DOUBLE TOP PLATE QUIRED PER 21 SYP #2, MATCH STUD WIDTH. BAND BOARD PER TRUSS MFR THREADED ROD SYSTEM, WALL STUDS AND SHEATHING, WALL STUDS AND SHEATHING, THREADED ROD SYSTEM, SEE SHEET S-5 AND SEE SCHEDULE 1 & 3 -5 AND SEE SCHEDULE 1 & 3 SCHEDULE 6 SEE SHEET S SCHEDULE BRICK VENEER, SEE ARCH. BRICK VENEER, SEE ARCH. CONCRETE SLAB ON GRADE, SEE P AN L 1#5 CONTINUOUS 1#5 CONTINUOUS AT WALLS 4'-Opl HIGH, '�/ — AT WALLS 4'-0" HIGH, #5 CONTINUOUS PROVIDE TEMPORARY BRACING SILL PLATE SYP #2, PROVIDE TEMPORARY BRACING* X—X—X—X SILL PLATE SYP #2, UNTIL 7 DAYS AFTER SLAB MATCH STUD WIDTH. UNTIL 7 DAYS AFTER SLAB MATCH STUD WIDTH. IS POURED. SEE GENERAL IS POURED. SEE GENERAL 25" STRUCTURAL NOTES 8'�/CMU STEMWALL w/ SLAB ON GRADE, SEE PLAN.--� FIN FLOOR EL #5 0 48" O.C. FIN FLOOR EL SLAB ON GRADE, SEE PLAN. BEND #5 INTO SLAB STRUCTURAL NOTES BEND #5 INTO SLAB 25 X_x-x-X---X-- F- SEE ARCH PLANS x_x_x—X v—W-3 "_ ,ko SEE ARCH PLANS z z bi� 8" CMU STEM WALL, w/ #5 VERT co 04 8" CMU STEM WALL, w/ #5 VERT 04 @ 48" O.C., IN GROUT SOLID V) @ 48" O.C., GROUT SOLID cr_ < < < W > in _j u-i iE 10"x 20" CONCRETE FOOTING 0 w/ 2-#5 CONTINUOUS 0 U- m < 3" CLEAR TYP UJ < Lij 0 Qf P N < v/ r5 ATIO STEMWALL 04 z ui 0 - _j 12"x 24" CONCRETE FOOTING < "k� 12"x 24" CONCRETE FOOTING �,�4 SCALE: 3/4" V-0" Of �9 - Z w/ 3-#5 CONTINUOUS < w/ 3-#5 CONTINUOUS 00 FOOTING, SEE PLAN FOOTING, SEE PLAN 3" CLEAR TYP 3" CLEAR TYP 0 THREADED ROD SYSTEM, SECTION ri SECTION r2 SEE SHEET S-5 AND ,,--WALL STUDS AND SHEATHING, SCALE: 3/4" l'-O" SCALE: 3/4" l'-O" SCHEDULE 6 SEE SCHEDULE 1 & 3 SILL PLATE SYP #2, MATCH STUD WIDTH. KITCHEN DINING KITCHEN KITCHEN FLOOR DECK, SEE SCHEDULE 3 8"x8" TIE BEAM W/ 1-#5 CONT. i T @ OIS FIN FLOOR EL BEND #5 INTO SLAB FLOOR DECK, 3 PLY FLOOR DECK, 2x8 SYP #2 FLOOR SLAB ON GRADE, SEE PLAN SEE SCHEDULE 3 2x8 BEAM SEE SCHEDULE 3 12" 0.C. L - "I'll" -7.1, - _77, -------------- ........ SEE ARCH PLANS R -4 E. -0" HIGH, AT WALLS 4' 1#5 CONTINUOUS 2x8 SYP JOIST 2x8 PT BLOCK FASTEN TO 2x8 PT LEDGER w/ 1/2"o \<-��PROV`IDE TEMPORARY BRACING 2x8 SYP #2 FLOOR 72.; @ 12" O.C. PIER w/ (4) /4"x4" TAPCON ' UN11L 7 DAYS AFTER SLAB JOIST @ 12" O.C. ANCHOR BOLTS @ 24" O.C. IS POURED. SEE GENERAL 8" CMU STEMWALL w/ #5 2x8 PT LEDGER w/ JOIST HANGER STRUCTURAL NOTES DESIGN/DRAWN S'( @ 2j' 0.C. 0 48" O.C. VERT. REINF. '/2"0 ANCHOR BOLTS CENTERED IN WALL GROUT 16" SQ PIER 8" CMU STEM WALL, w/ #5 VERT DWB/SJR @ 48" O.C., IN GROUTED CELL ALL CELLS SOLID. 2-#5, GROUT SOLID I I CHECKED HOOK 12" INTO BOND BEAM #5 DOWEL TO MATCH DWB DATE WALL REINFORCING. 04/23/03 Of 12% 24" CONCRETE FOOTING ckf 2'-6"x2'-6"xl'-10" fr SCALE < < 3-#5 CONTINUOUS < CONCRETE FOOTING w uj AS NOTED w -i w/ 3-#5 EACH WAY JOB NO. 12"x 24" CONCRETE FOOTING U 2 w/ 3-#5 CONTINUOUS \-FOOTING, SEE PLAN SHEET 3" CLEAR TYP 3" CLEAR TYP \- FOOTING, SEE PLAN 3" CLEAR TYP 6 STEMWALL & FOOTING rT�� PIER & FOOTING r8 SECTION . \,,�4 = \,�4 SCALE: 3/4" V-0" SCALE: 3/4" �4- SCALE: 3/4" V-01" SHEET 4 OF 6 R 1-11 L-Il IN\ L 7 L I k�kl rRE\,ASIONS BY) GIRDER TRUSS OR MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST 3 - BEAM W/ �TRAP GENERAL NOTES: SPA ING PER S ED. TOP PLATE wl NUT AND WASHER. NUT AND WASHER The threaded rod anchoring system shall consist of A307 threaded rods (diameter per PER ROD NOTES X 3" MAX schedule 6), oriented vertically and attached to the foundation and to the uppermost T ENTS AT WINDOW/DOOR L SPECIAL REQUIREM plate at the locations indicated in these documents. Above top plate, provide a 3"X OPENINGS AND GIRDER TRUSSES: JHEARWALL' I SHEIARWALL SV/8" thick steel washer. fasten with a nut and allow at least 3 threads to extend THREADED ROD- I e_j/ ISEE RLANI SE� PLAN WALL STUDS & R( Sf�ACWG (j)—SPLICE IN TOP PLATE SHALL NOT OCCUR above tightened nut. (typ.)This system eliminates the conventional strapping requirements TERMINATES ON SHEATHING PER SCRM 6 '-POST BELOW BETWEEN THE KING STUDS AND THE FIRST ction (i.e. stud-to-plate ties, bottom plate to foundation ties, TOP OF SILL LEGEND: THREADED ROD SYMBOLS I,- P, THREADE ROD ANCHOR. of wood framed constru I SCHED. 1 GIRDER, SEE BOTTOM OF THREADED ROD & 3. floor-to-floor straps, and header to jack stud straps) unless otherwise noted in these PLATE AT PLAN PROVIDE FULL SHEATHING ABOVE Fel INTERMEDIATE TERMINATES AT HEADER OR BEAM THREADED ROD 3" OC EDGE documents. PER DETAIL 7/S-5. WINDOWS AND NAIL w/ 8d AT SYSTEM PER FRAMING AT ROD INSTALLA11ON: LEVEL wl NUT 4- i-------L AND FIELD. At all Rob NOTES AND WALL. OPENING, plate penetrations, provide a hole in the plate Y4" larger than the diameter of the AND WASHER. L J FOR RODS SPECIFIED ON PLAN --- TOP OF THREADED ROD 7- ------ PLAN SEE SCHED. 2 threaded rod used. While single continuous rods are preferred, coupler nuts (Simpson OR I I I ADJACENT TO WALL OPENINGS, LOCATE THE FLO Elba aw TERMINATES AT UPPERMOST TOP ROUGH OPENING f�OD WTHINa"_0F THE_KW CNW or equal) may be used in cases where one continuous rod is unfeasible. The rod FRAMING I PLATE. SILL ANCHOR INFILL SEE ARCH. - -PROVIDE AN ADDITIONAL R6W OF 8d shall be installed approximately centered in hole. Rods may be slanted from true vertical THREADED BETWEEN RODS PER by a NAILS @ 6" O.C. INTO ONE OF THE KING maximum of 2 inches in 10 feet to avoid conflicts with floor and wall framing. The ES AT TOP OF THREADED ROD SCHED 5 nut above the uppermost plate shall be secured over the washer. to a snug-tight PHEAkWA�lq S�EARWALL ER TERMINATES AT INTERMEDIATE STUDS ADJACENT TO ALL OPENINGS (IN tSEEiPLA 1 11 SEE PLAN i I (�) TO OTHER NAILING SPECIFIED IN condition plus one-half turn of a standard wrench (approximately 25 ft.-Ibs. of torque). I I DETAIL 7/S- Ll LEVEL. ADD11ION EPDXY ANCHORING: f SCHEDULE 3 OR 4). TI ROD EMBEDMENT FOUNDA ON, DEPTH PER W11ERE ROD IS SPECIFIED ON PLAN All threaded rods shall be drilled & epoxy anchored with Sinipson 'SET' High Strength SEE PLAN ADJACENT TO GIRDER TRUSS, LOCATE THE Epoxy or approved equal. Provide a minimum edge distance (measured from centerline of ROD NOTES ROD WITHIN 3" OF JHE POST. rod to edge of slob) of 2" for 2x4 framing and 3" in 2x6 framing. See schedule 6 for FASTEN THREADED ROD TOJ FOUNDA11ON ADDITIONAL ANCHOR I FOUNDATION PER 9/S-3. NOT SHOWN BOLTS PER SCHED. 5 L L epoxy embedment depth. T T r2 HREADED ROD GENERAL NOTES r3 HREADED ROD SYMBOL DEFINITIONS THREADED ROD ANCHORING SYSTEM DETAIL. W_J 1,.,�5 SCALE: NTS \,�5 SCALE: NTS D 1 . 5 SCALE: N.T.S. . z - WX >0 W N M U) TYPICAL HEAVY GIRDER THREADED ROD C4 _J W GIRDER TRUSS, TRUSS, SEE TRUSS PLAN ANCHORING SYSTEM 0_J FROM ABOVE, SEE W SEE PLAN L)> WRAP STRAP OVER HEEL PLAN. V)Z 00 STRAPS FROM GIRDER OF TRUSS FOR FULL in NAILING 93 DOUBLE TOP y TO HEADER PER 11 DROPPED HEADER PLATES 00 SCHEDULE 5. OR WOOD BEAM-\ ED ROD DOES 2x- SYP.#2 DOUBLE-\ LAP SPLICE IF THREAD 4'-0" MIN. NOT OCCUR NATURALLY FULL BLOCKING FOR FOR STRAPS WHICH TOP PLATE. FASTEN TOGETHER WITH 10d (ie., PER PLAN) THEN GIRDER BEARING AND REQUIRE THRU BOLT, THREADED ROD ADD ONE ROD 6" MIN. STRAPS COMMON NAILS @ 16" PROVIDE STRAP ABOVE ANCHORING SYSTEM, 'i _J I I FROM SPLICE (TYPICAL). SEE PLAN. O.C. PROVIDE 3-10d i AND BELOW PLATE :COMMON NAILS ON EACH NOTE: ADDITIONAL NOTE: ADDITIONAL SIDE OF SPLICE (TYP-) HEADER SEE PLAN STRAPPING AND DOUBLE TOP PLATE STRAPPING AND SIMPSON� HTT22 w/ OR SCHEDULE 2. ANCHORSMAYBE ANCHORS MAY BE 14-16d SINKER REQUIRED AT FRAMING REQUIRED AT FRAMING NAILS TO BEAM HEADER STRAPS PER BELOW GIRDER TRUSSES MULTI-PLY POST BELOW GIRDER TRUSSES SECURE TO BEAM w/ SIMPSON SCHED 5 OR NOTES ON PLAN TO ENGAGE SUFFICIENT BENEATH GIRDER, TO ENGAGE SUFFICIENT HTT22 w/ MIN. (1 4)16d v/ RAISED HEADER 4,—L WALL STUD, DEADLOAD OR THE SEE PLAN DEADLOAD OR THE SINKER NAILS TO BEAM. OR WOOD BEAM SEE SCHEDULE 1 FOUNDATION. SEE FOUNDATION. SEE SCHEDULE 5 FOR FULL SCHEDULE 5 FOR FULL REQUIREMENTS. REQUIREMENTS. DROPPED HEADER RAISED HEADER HEAVY GIRDER ABOVE HEADER HEAVY GIRDER ON SUD WAL S 7 R D TRAPPING AT HEAVY GIRDERS TRAPPING AT HEAVY GIRDERS OD TO HEADER CONNECTION DETAIL r4 OUBLE TOP PLATE SPLICE DETAIL r5 S SCALE: NTS �-5 SCALE: NTS S-5 SCALE: NTS 1\�5 SCALE: NTS C) C14 DOUBLE ROW V/4 @ 2x6 OF NAILS INTO Of 11/2" @ 2x8 1 V2 3rd PLY. V) > UJ Cif DOUBLE ROW LJJ 0 IF NO THREADED ROD QE ANCHOR X., _J OF NAILS INTO a_ ry 0 LL in S SHOWN PROVIDE cc) BOLT IS LOCATED A 3rd PLY. -0 EXPANSION BOLT (w/ 5 /4" Z A 1/2 X 0 NAIL FROM < V) ADD 3rd EMBEDMENT) w/ 2x2x /8n PLATE NAIL FROM OTHER SIDE 01 W 2x6 OR 2x8 WASHER AT A DISTANCE OF NO LESS OTHER SIDE Off 0 M OF 2nd PLY. :=7 OF 2nd PLY. THAN- 6" AND NO MORE THAN 12" FROM X 04 ALL BUTT JOINTS IN THE SILL PLATE. PT. SYP#2 C14 z SILL PLATE X 0 < 2 2x6 2 2x4 LO OR (2)2x8 ADD 3rd 2x4 V-0" 6" BUTT JOINT 2x6 or 2x 22A MAX. 'MIN. NAILING PATTER NAIUNG PATTER M SILL PLATE BUTT JOINT DETAIL rg ULTI - PLY POST NAILING �,�5 SCALE: 3/4" V-0- SCALE: N.T.S. 0 - 6 W*. Ef' W209 #lot 4 DWB/SJR DESIGN/DRAWN CHECKED DWB DATE 04/23/03 SCALE AS NOTED JOB NO. SHEET SHEET 5 OF 6 Fm I IT 'MA`X4 Rj N 14 �SH�EET �5 �OF r IN IWIM (REVISIONS BY ) UPLIFT CONNECTOR AT STRUCTURAL NOTES: UPLIFT CONNECTOR SCHEDULE TOP AND BOTTOM OF PLYWOOD OR OSB SHEATHING, EACH STUD, SEE SCHEDULE 5 DESIGN IN ACCORDANCE WITH REQUIREMENTS OF� THE FLORIDA BUILDING BOUNDARY OF PER SCHEDULE 3 G MEMBER SUPPORT SIMPSON CONNECTOR CODE 2001. SHEATHING EXAMPLE OF PANEL 1. LIVE LOADS: MAIN HOUSE ROOF TRUSSEnl: FLOOR 40 PSF EDGE W/ BLOCKING WHERE REQUIRED BY -"-,,' COMMON TRUSS DBLTOP PLATE (1)MTS12 ROOF (TOP CHORD) 20 PSF SCHEDULE 3 OR 4. JACK TRUSS: ALL DBL TOP PLATE (1)MTS12 ATTIC (BOTTOM CHORD) 10 PSF NUNI 3ER OF FULL (SEE PARAGRAPH 6 BELOW FOR REDUCTION OF LOAD COMBINATIONS) HEIC,IT �ING STUDS HEADER, SEE EAC I I SIl E OF . . . . . . . . . . . CORNER JACK: ALL DBL TOP PLATE (1)MTS1 2 2. DEFLECTION CRITERIA SCHEDULE 2 OPE NING, SEE NAIL SPACING AT ROOF FRAMING LIVE LOAD L/240 TOTAL LOAD L/180 SCF E-D. SUPPORTED EDGES, (2)MTS1 2 FLOOR FRAMING LIVE LOAD L/480 TOTAL LOAD L/360 SEE SCHEDULE 3 & 4. HIP GIRDER R9 & R22 DBLTOP PLATE HEADER STRAPS, 3. LATERAL LOADS: SEE UPLIFT SCHEDULE 5 EXAMPLE OF UNSUPPORTED WIND DESIGN PER FBC 2001, ASCE7-98v.o SECTION 6.5 (UNBLOCKED) PANEL EDGE. __� METHOD 2 - ANALYTICAL PROCEDURE ROUGH OPENING (TYPICAL) BASIC WIND SPEED 120 MPH SEE ARCH BUILDING CATEGORY I I V;l� #JACK STUDS, IMPORTANCE FACTOR 1.00 CLIPS OR SEE SCHED. 2 CONVENTIONAL FRAMING NAILING TO EXPOSURE C HOLDDOWN AT INTERMEDIATE RAFTER DBLTOPPLATE (1)H2.5A 26 FT -STUDS, ROOF MEAN ROOF HEIGHT FOUNDATION, SUPPOR IS 6" RIDGE/HIP (1)A34 ROOF PITCH 7/12 SEE SCHEDULE 5 TRUSSES, OR O.C. MAX. UON ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED FLOOR JOISTS. INTERNAL PRESSURE COEFFICIENTS +/- 0.18 VANDOW/DOOR DESIGN PRESSURE SEE SCHEDULE 7 V" W-i 4. REINFORCED CONCRETE: Z:E SILL PLATE ANCHORS DESIGN AS PER ACI 318 LATEST EDITION '/,"0 x 10" ANCHOR 13OLT W/ w r*_ SILL PLATE FOUNDATION REQUIRED COMPRESSIVE STRENGTHS: SHEATHING NAILING PATTERN 2x2x'/8- PLATE WASHER 0 32" OC CONVENTIONAL SHALLOW FOOTINGS Vc = 3000 Psi FRAMING AT TYPICAL WALL OPENING < cq SLAB ON GRADE f'c = 3000 PSI _iw 0) 0-1 AND CONVENTIONAL STRAPPING ALL OTHER CONCRETE f'c = 3000 -PSI W:4 zu: Z < 00 DETAIL r2 DETAIL UNLESS OTHERNSE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER (n FOR REINFORCING SHALL BE AS FOLLOWS: SCALE: NTS ou �,�-6 SCALE: NTS FOOTINGS 3" SLAB ON GRADE CENTERED ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE DESIGN OF FASTENING OF WINDOWS/DOORS TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR FOR STRAPPING AT BEAMS POSTS TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS MANUFACTURER/SUPPLIER AND SHALL MEET THE AND OTHER SPECIAL CASE' , SEE AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD FRAMING PLANS. SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING WINDOW/DOOR DESIGN WIND PRESSURE. IN SCHEDULE 7. OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 40 WELDED WIRE FABRIC - ASTM A185 CONNECTOR NOTES; 1. CONNECTORS ARE SIMPSON STRONG TIE SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 40BAR STUD BEARING WALL SCHEDULE 2. USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR. DIAMETERS. 3. ALL TRUSS-TO-TRUSS CONNEC11ONS SHALL BE MAX. PLATE HT. 10'-6" PROVIDED BY DELEGATED TRUSS ENGINEER. 5. FOUNDATION: 4. WHEN USING TWO STRAPS ON SINGLE PLY CONVENTIONAL SHALLOW CONCRETE FOOTINGS TRUSSES, PLACE STRAPS DIAGONALLY REQUIRED SOIL BEARING CAPACITY 2500 PSF FLOOR STUD SIZE AND SPACING ACROSS DOUBLE TOP PLATE FROM EACH OTHER. H2.5A 10-8d A GEOTECHNICAL FIRM SHALL BE EMPLOYED TO VERIFY THE SOIL* FIRST FLOOR 2x6 0 16" SPF #2 BEARING DESIGN ASSUMPTIONS. IF THE FOOTING ELEVATIONS A34 8-8dxl'/2" SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SECOND FLOOR 2x6 0 16" SPF #2 MTS12 14-10d SHALL BE NOTIFIED. MSTA30 20-10d 1. DBL. TOP PLATES & SILL PLATES SHALL BE SYP #2. HTS24 20-10d 6. PRE-ENGINNERED WOOD ROOF AND FLOOR TRUSSES: SPH4/6 10-10dxll/2" DESIGN OF ALL PRE-ENGINEERED WOOD TRUSSES SHALL BEAR 2. PLATES IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. HPAHD22 16-16d THE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. IF FLOOR CN CS16 22-10d ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY N AC4 MAX 14-16d TO POST, 14-16d TO BEAM AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING It Fn < < ABU44 12-16d TO POST, AND 5/s"O THREADED ROD, EPDXY EMBED 7". METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER > 0 PROVIDE PERMANENT ABU66 14-16d TO POST, AND 5/s"O THREADED ROD, EPDXY EMBED 7 BRACING REQUIREMENTS, NOTIFY ENGINEER. Lii of :3 0 HEADER SPAN & JACK/KING %n BRACING PER TRUSS 'MFR. SHOP DRAWINGS. IF PERMANENT BRACING 0 HTT16 18-16d NAILS TO STUD. 0 ALLTHREAD, m STUD SCHEDULE IS NOT SPECIFIED, CONTACT ENGINEER. FOR WIND UPLIFT, TRUSSES DRILLED AND EPDXY 7" INTO CONCRETE FOOTING SHALL BE DESIGNED WITH A MINIMUM DEAD LOAD CONDITION OF 5 PSF z OR 12" INTO MASONRY STEMWALL. < HEADER , WINDOW/DOOR 2x6 JACK 2x6 KING TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR V) W LTT20B 10-16d NAILS TO STUD. '/2"0 ALLTHREAD, Qf 0 uj SYP #2 MAX OPENING STUDS STUDS THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED IN 0 M 4*-0" 1 1 DRILLED AND EPDXIED 7" INTO CONCRETE FOOTING. ACCORDANCE NTH FBC SECTION 1609.4.3. SPECIFICALLY, ATTIC 2 2x6 W FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOAD SHALL BE C-4 I= 2�2x8 5'-0" 1 1 MULTIPLIED BY 0.75 WHEN COMBINED WITH DEAD LOAD. SEE FBC N z 2 2xl 0 70-0" 2 2 1609.4.3 FOR ALL REQUIREMENTS. TRUSS ENGINEER SHALL BE 2)2xl 2 89-8" 2 2 RESPONSIBLE FOR AH TRUSS TO TRUSS CALCULATIONS AND < CONNECTIONS. (UNLESS A SPECIAL CONNECTOR DESIGN IS REQUIRED 1) TYPICAL HEADER SYP No.2 UNLESS NOTED THREADED ROD ANCHOR SYSTEM SCHEDULE THAT IS NOT AVAILABLE FROM VENDORS) OTHERWISE ON PLAN < 2) NUMBER OR JACK STUDS AND FULL HT KING STUDS FOR GENERAL UPLIFT REQUIREMENTS AT FIRST -FLOOR WALLS AND MOST 2ND FLOOR WALLS, INSTALL 7. FASTENERS: EPDXY SHALL BE 'SET EPDXY-TIE ADHESIVE' BY SIMPSON' EACH SIDE OF WALL OPENING. '/,"0 A307 THREADED ROD ANCHORS PER DETAILS 1.2,34 4/S-5 SPACED 5-4" O.C. MAX. AT EXTERIOR WALLS AND 4'-Ow O.C. MAX. AT INTERIOR BEARING WALLS, AND AT ALL CORNERS AND WALL OR APPROVED EQUAL, EMBEDMENT SHALL BE 12 BAR DIAMETER MINIMUM, '/2"0 THREADED ROD UNLESS OTHERWISE NOTED. HOLES SHALL BE 1/4" LARGER THAN REBAR INTERSECTIONS. SEE ANCHOR LOCATIONS ON PLAN & LEGEND FOR SYMBOLS. LARGER THAN THREADED ROD SIZE. SHEATHING/DECKING SCHEDULE SHALL BE EMBEDDED 7" INTO MASONRY STEMWALL OR 4/4* INTO MONOLITHIC CONCRETE FOOTING WITH SIZE AND 1/8 SIMPSON 'SEr EPDXY OR EQUIVALENT, SEE NOTES IN 2/S-5. INTERIOR PARTITION WALLS AND ROOF FLOOR WALL PORCH INTERIOR BEARING WALLS NTH NO ROOF UPLIFT DO NOT REQUIRE THREADED ROD ANCHORS. ROD ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL CONFORM TO ASTM A307 ANCHORS AT ENDS OF SHEARWALLS MAY VARY - SEE SHEARWALL SCHEDULE 4 AND PLAN FOR W/3"' HOOKS x SPECIFIED LENGTH. 13OLTS SHALL BE CLEANED NTH A 1/2 CDX PLYWOOD OR 7/16" -3/4" T&G PLYWOOD FLOOR V2 CDX PLYWOOD OR 7/io SEE ARCHITECTURAL LOCATION. SOLVENT SUCH THAT THEY ARE FREE OF ANY OILY RESIDUE. PLANS OSB ROOF SHEATHING, NAIL OSB SHEATHING NAILED W/ 8d DECK, GLUE AND NAIL W/ W/ 8d COMMON WlRE NAILS 10d COMMON 0 6" O.C. EDGE COMMON WIRE @ 6" O.C. EDGE 8. BRACING: PROVIDE ALL TEMPORARY BRACING, SHORING, GUYINib OR olER 11 OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING @ 6" O.C. EDGE AND 6" O.C. & FIELD AND 6" O.C. FIELD. PROVIDE CONSTRUCTION. FIELD, DECREASE SPACING TO 2x4 BLOCKING AT ALL JOINTS 4" O.C. %THIN 4'-0" OF (FOR NAILING AT SPECIAL 9. DIMENSIONS: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. COMPONENTS & CLADDING-WALLS B G W . EDGE OF GABLE END SHEARWALLS, SEE SCHEDULE 4. DESIGN NND PRESSURE SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING FOR SHEARWALL LOCATIONS, S (psf) 4r : DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SEE PLAN) SHOWN ON STRUCTURAL DRAWINGS. TRIBUTARY INTERIOR EDGE STRIP n6 AREA (sf) ZONE a =5'-0" L 10. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE NOTE EXAMINE ALL SECTIONS AND DETAILS FOR SPECIAL NAILING AND BLOCKING CONDITIONS. CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, 10 +41.5 -45.0 +41.5 -55.5 TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING ("DESIGN/DRAWN 50 +37.1 -40.6 +37.1 -46.8 DWB/SJR SHEARWALL SCHEDULE THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE CHECKED WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 100 +35.3 -38.8 +35.3 -43.1 DWB ALL SHEARWALLS SHALL BE V2" CDX PLYWOOD OR 7/ia" OSB ON 2X4 OR 2x6 SPF #2 STUDS AT 16' O.C. PROVIDE 2x4 BLOCKING AT ALL PANEL JOINTS. PROMDE DOUBLE STUD AT EACH END OF 11. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND DATE SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DOUBLE STUD). SUBMITTED TO THE ENGINEER AND ARCHITECT FOR REVIEW FOR 04 23/03 1) DESIGN WIND PRESSURES REPRESENT THE NET PRESSURE (SUM OF ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. SCALE LABEL NAILING AND ANCHOR AT EACH END OF SHEARWALL. (SEE CONNECTOR NOTES IN SCHEDULE 5) EXTERNAL AND INTERNAL PRESSURES) APPLIED NORMAL TO WALL SURFACES. AS NOTED SW- NAIL w/ 8d COMMON WIRE NAILS AT 3" O.C. EDGE AND 6" O.C. FIELD 2) LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS JOB NO. MERE CONVENTIONAL STRAPPING IS REQUIRED, ANCHOR 0 1ST FLOOR w/ (1)HTT16 PERMISSIBLE. AND AT 2ND FLOOR w/ (2)CS16 STRAPS. WHERE THREADED ROD SYSTEM IS SHOWN ON 3) PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD AND AWAY SHEET PLAN, ANCHOR EACH END OF SHEARWALL WITH 1/2-0 THREADED ROD, EPDXIED 12" INTO CMU STEMWALL. SEE DETAILS ON SHEET S-5. FROM THE EXTERIOR WALL SURFACE, RESPECTIVELY. 4) ALL COMPONENT AND CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE. S - 6 NOTE: 1) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. 5) COMPONENT AND CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM THE CORNER OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. k.,SH 6 �EET �OF R -F- B'0 G.411 9 4 FA C) 41- 141- 411 M um V, _e2)- 17 t OV a U, 'Arail m 00— p _:Q. Arr—,LTM7 IL i6s IN Q xy if -C.A%b. LID 1- 411 CIO 1w EE r*-.) C-Ij 0 LQ T7-71 010- LA NT cj 12 vD 0 QO I L Ns� 141 A:a fb 17- 17, 13 c)o m rz Lqll 14 C) 4XJ INC;, 411 q 0 og� Qj Vz Qj I 10 Oq NON �F= L 00 R P L_ N -I-- Ln L) .4 it pro L� TO 4. c_,j 12(0 r 44 o F-z jj -411 L 40 r. L.-CT C^4 BIL4 bit co P= L n P L A N ry 2 2 2 6 u_LL Cj*cL