Loading...
Sevilla Boulevard West 1977 F 4 Ii 0'0' IN • VERT, 2-,,-4" _ 2 _a i PLANE \ t -. 20'-0' +5, 2 -4' a'-0' REGES$ED +3 1/2' 61 I I I w I In I 8'-2" 4'-2 ' 4 -.4" 9 -0. „ -0' Q,_4,. +2 � J , ! i(1 OPEN TO ' i I i i I I •9 I � NALLWA'r' j I 'E I I I 1 ! j t -5WEL= F=ROJECTS IRE'P AGE OU'' IN ARCH - 5EE PLAN 20'I0'x1� '�° N H YArt'I )N 4 NICHE L" VATION VATION O� FAM y OO Lu I o --.B BROOr-! FIN. HED CONCRETE '3i 350 5H $ C2i 3m�m S�» 3056 5H i; 'v0 .ARCS-1 IN CP?IONS ! s 2 r � I .q tit a7 �N H7 cD l� I /��+ I �•• P 1 ON A L " AKFA I x j 5HE - , YES ASTER, Ul t 5L, G G. g 0 `� n, ,S I ~'001'�...NO. '2 ! e I�0"x�4 0 , LE $ _ , (2) 0 m'x 0" S.G.:. ;2 11x1,' Y ra'm' GLG. ! I 1 I 0 a rC I TRA CLG. a'-101 I _ _ — _._. — ___ — _..- — �//J �^ I, I Cb AT WA,--' I GO co T I 9' CLG. 8 CARPE? Q I - - — Rip. -0' I I .4' 30'I- LOW LuA L/ _ _ I �'+— T 5 0" BIPART _ N N — _ --t �. 11 I --- - - - - N I I i f it I I W A! ? - = 701 ARCHED OPENING ( U i D.W. l i l 1 z I ! f ,n w ROD SHELF N C Eti'NG v (Q I [ITC�+EN Tc LIVING ROO! . R D t 5u 9 �CBLG ( �'� 1 I .G1"'1 Iii 4 - 'I' 1 �� cv FAMI R j 11 j 8'0' CLG. ! I �rt I 10'0'x12'4' I' I i� i 20'� "xl3 �" I il� ,� I - I I AT WALE - I� ori, ,0. CLG • �;I IN 1 0 CLG. �r Ct�G. ,I _ N ELEVATION OF L. IVINC-�/�•INING WALL_ 2 SLOPE UP ` ' 0 QC I' I I X CARPET 'I 0 -� fi AI 1 TO 9 0° �, ; yJALK-IN N _q 1w'W k TILE , I ::� I ba f'I III N �, m (OPTION � - Q i CLOSE? j7 I I N I I m I a `n SHOWER HEADER j 0 U I p i 2'0 I �- / t. v !LE ._ . . , I a � — _ I I _ N I z LLI 10' DOWN FR1'"1. C .G. R�❑ 4 5H.- A PET v I- I !I ry e - ; w _ C� 1 w- I s ROD 4 SHED f A ' I 3 i tu z 3 '2" ! 2'-2' ! I "A AI U CL05ET N ." (f) Lu U Al 1 t—.-- t - j � I� '� IpART I I j I 0 _ _ . _ -�4 I � ' 3,-� m 8 � 4' 3'-6 0 7 -10' i -� i 7 -4' 2 -'m' I a -2' 4 -0' 3'-0" I •l� I PY SHWR. _ - - - T!L E r f. 30'-a HAL WALL L� �� pp .amu ` I . . W W/ ARC"ED O;'NG. 1 � FLA CFf= T I - I I I Z I I F� LI__. �d LG.� OOm No. 3 Bi , 8' SQ. COL. 'w/ TRIi 11. q! 12 m X 1 Q �i �— OPT. 5HELVES g GLGT t j N 1 r 5EE ELEV. CARPS f t V3 r i i — — I I II �r ININC aI I �jTILE A• a f YI1�1CC f / BOXUJ.S. WF1 STORAGE r1 1 ll I 1010'XI I ro I i f ` J I ;� rc°x l! \ I IL _ N in I i 1 !m' CLG. 1 ! !0 CLG. R45 1 I F - 't CARPET CARVE, 30ra� 5H I I I 1 TELE I I I U d- 2 (o' 3 0' W/ I i I CL05ET I j e I a'0' cLG. I C I4' 5!DE I j AT WALL -m' `�'-4' - I I L,TE e ! I SLOPE UP Jul �d422 G!Ri I ! N ?0�' ?R'ANCa j I ' I I I (2) 3000 5+-+ W/ I r I tt !2 i 30'00 5H u�/ I j _ _ _ 0020 CY�BRCI,, —6020 E-EBROW 2 0' 12 6" 1*2'4' c� I -RANG. I {�t.l"� cfl 7RAN5. I I I I I I I II cn r COL. U.+/ 20" !Baj I 19 4°X33 1 ! I i IBA5E ON ELEV. 'A i 8'b' CLG. ! FRO!`^ FINISH Ist FL.R.i crl j v I I I i I I ril > 4 - 4 -' I ' - I - -I 4 I i4'- 4 - ! I I I ! O\J Q _ ' 0 -e, 2 -a' 2 a' m' m 3' -- --3- (0�`. — 2 I r� I I I I I N I ,p,,P'P R NT�C�BEN 2 -a" 7 -4' 2'-a' SLOPE 1 FLAT I SLOPE E30NU8 Room X 112,E"xl9, I � I I i I II i I II � � F 1,._ 00 � LAN ; I ; 1 ; I , �, , I I c I � Sa�IA �oo�A� � � � II . I o� RECEIVED A/C i I ' OF P tion � O ._,� CZ1 C 15t r' R.) !895 I I I I I I G I N �- MAY 1998 (2r d F' R.) 42, ! ; ' I ' j Q� `l �� (� Cf;► 1.11 City of Atianti® such 8118-TOTAL 2 32 2 ; � I I i it I 11 P1 ZORIfi I I Building and g ! I LANAI 29� - I ;r ENTRY 59 PATIO/p�C C DUFN FIY: a 1'Ot,4L 3389 i 30 5" DEIGNED BY: - I I I 6' 4' o' 4,, SCALE: 1/411 _ 1'-01 I I 3'-8' 12 -8' 3'-B' __T __ _.__ __ _____._.__ ._...-__-___-_-- t0 �� 1 DATE: 30ra0 5H ;3060 5H �— 2m'-0' - APRIL 03 1998 4; 1 5 .4. JOB N0. ii r- 20'-0' 2~'-8' 12'-4' ( 9615rdQ O I �l U 5 O O SHEET N0. I I I I I I I O I F� I 12' PL I 1-a IP'CvG. IN co i 0 FAMIL`' i •� O r - - - -- — 8' PL C'7 II_ 4" WINDOW TRII"1 �+ I� I FjN. FL. LU P� tU z � � APPROX. GRADE LU tu Q tfl1 (j) r7 w I � � RE A R E L E -V AT ION o F >� O Q) Q 12 (o ! PTI GH ® , 24' 5Q. ST,.,iCCC COL.Ut"N ( 8' CLC. FI5ERGLA55 5HINGL-E5 12' PL OTWOOD FASCIA . VINYL 5OFF'T - 0)'T. FRIEZE Q� { BCNUS FROOM FLOOR — �!1 — — .__. — — — — — -- — T — Awl- SMpOTW FIN15N I STUCCO r-- As I STUCCO BAND W PRC�ECTION) L—LiLLL a FIN. FL. I 6' STUCCO BAND �'— U APPROX. GRADE V Cn Ll.l cp DRAWN Ely: N T E 1.... E uA T f Oil .�:J.� DESIGNED BY:E �� � SCALE: I 1/4 u o It u Mk e( i DATE: APRIL 03 1998 JOB NO. i 9�15�Q SHEET N0. A2 of I I I x O ' � I n�p I I M 10' 5TUCCO RETURN FINISH FLOOR a — — — — — 94 0 , RETURN F. FT 5 I I� E L E A T I oN z (D �z w I tfl C� Lu LINE OF ROOF 5EYOND c17 Lu F'REENGINEERED WOOD ROOF TRU55E5 - Q 0 SEE ROOF FRAMING PLAN SHEET A-4 FOR TRU55 LAYOUT 12 PITCH Lu o f z `9 i 12 =L m(p FOR NOTES AND D IMEN51ON5 10' P,L _ - _ o SEE FRONT AND REAR ELEVATIONS 5HEET A-2 8' PL I 4' CONC. 5L-AB � FIN. FL. I I A G R A M M A T I I I N G I. N CU F0 =[::I Ll F=i Lu =3 1 I - � I I_uI ❑❑ jL 1I ❑ ❑ l__J ❑ ❑ ❑ ■ -J! i�d` 5-�1000 RETI,RNL F �I ❑ ❑ ❑ ❑ ❑ ■■ IN5w4 LOOR _ _ - �-U J -- ��► ❑ oC 0 c I i RETURN i DRAWN FAY: 1 N I � t T 5 f E E L E A I 1 o DESIGNED BY: BJ.0 • Yob► �I� • SCALE. 1/4" - 1'-0° HII DATE: APRIL 03 1998 I JOB NO. 9�15�Q SHEET N0. A3 Of r 1 J . 412 UNLESS RULED OTHERWISE BY THE SOIL ENGECER OR CONSTRUCTION — PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION SITE OR THE GENERAL AREA OF THE CONSTRUCTION SITE,THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST(TWO)-25 FT.DEEP — - — — - - — — A SOH.BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE I I OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL _ DOES NOT CONTAIN POCKETS OF UNSUITABLE SOH, (LE. ORGANIC SOIL UNCONSOLIDATED CLAY, .ETC ) THATzMAY CAUSE FUTURE DETRIMENTAL � I STRUCTURAL SETTLEMENT. HOWEVER,(6)-FT.DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH _I I T_ THE DEPTH OF SOH,EXCAVATION AND BACKFILL.NUMBER OF BORINGS SHALL r BE RECOMMENDED BY THE SOIL ENGINEER. __ _ ___ — — _ — — — — ___ I I — — — I W NO DEEP SOIL BORING INVESTIGATION IS PERFORMED(LE.25 FT.,DEEP SOIL _ _ — _ sxsxlo/,o w.w.F. BORING THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING:- `� STUD CO /a RODS CONT. �y +r L�.. ___ - -- —� » — — ---- 1/2"!x 10" LONG A-36 ANCHOR a- CONT. SLAB W/6x6x10/10 W.W.F. '-_ -- -- -- -IIt- TOE IIS I TOE UNDERSIGNED(LE.ENGINEER)HAS NO,INNOWLEDGE OF ANY SUBSURFACE I �- L .ri I)C.CONDITION REPORT;THUS,ALL FOOTINGS ARE DESIGNED AS SHALLOW BOLTS SPACED AS SHOWN ��r; raj ON THE SHEAR WALL TABLE lNz (2)-#4IfI' r &TIED I'l CONT. HOOKED ' QTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE - OF SHEET- IS S 48' D.c. - I I_ : . +x TIED AT CORNERS ALL I I (WHICHEVER IS SMALLER) I IT 6 MIL V.B. OVER CLEAN, MIN. 18" g1.2o0o PSF.IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER I wE11 COMPACTED TREATED flLL IL, REMOVAL THEN ENGINEER OR OUGH SOIL, REPORT OR SO s - SF ERT. RODS SHALL BE HOOKED C INTO 4 RODS VERT, ON 48" O.C. do AT CORNERS. U�'VDERSKGNED SHALL BE NOTIFIED AND M7SSIBLE FOOTING DESIGN REVISIONS I I I .4-. CV -1 I I MATFOUNDATIONORPILEF011NDATION)MAYHAVETOBEIMPLIIITENTED I ��Cp ��I �L �� OOTINGS o BgTTOM AND 12' INTO SLAB TURN DOWN SLAB DE AIL 1 TOP. FOR HORIZ. REINFORCEMENT. USE � =1o. _ EX(�PT O GARAGE...; r ON916H O.C. (MAX)REINFORCEMENT$�OR TO COMMENCING WITH FooTKNGS WORK E p�E r� "xZ�'ICM HOLD DOWING MW ANLL 8CLTB:- � S CMU s rEmn WA ll i # �1 ROD CONT. I 2q'(w�x ,Q"(H) CONCRETE FOOTING ezterior walls, Use, 1/2" dia. s.2a-lcaq ,A3o J-bolts for q — � � — T � � �` ItEI+F�ItCED w/(2)=N • / E BN �d x z o" RODS CONT. Sar walls ox i Rn .d3a',x " 1oaQ�ezpsnaion bo2,tst tnal�ss I tpF)� I = ( I -r TirFICAL.MMpA�*MM KTAk • Halted 1:ths"Jss), •for iatterier Ie.Irri>lag walla. w For spacing of bolts one frnifnq schedule titled, NUBLE POR @ I I I II _I 6x8x,0/,o w.w.F. f� t0 ^• T RSSxDE$tCB Ll MUCTUR•S 'SMM MLL13 �fi P'OH L3HI3E1' if rc �y ` I - v i al bolter shall have at" 1?7A. 'zl sN th3dT: steel wetehe:rs to r - CV 291 - 411 � '� l uf�f I - I W I —_ —�(2)-/4 RODS CONT. Ze, / I EXPANSION JOINT �.. •� op>aratdte bolt header or mrts froor 1lrood. CV ` �r cARACE DooR 20�1 RECESS SLAB 3/4'x 10" NIDE u' a " CONCRETE N G 2 E i E L,4 B LU/ 3 LU/ FIBE�'ME5 INTERIOR S,TP DOWN DETA,L 1 interior concrete footings , other tbaa these mentioned on �51t _ !w': sort :betq. Iraq, ,0-33 be anchored to ' - �r �+ Bx6x10/10 W.W.F. IM }! ]p .0 .. 1H Mitt `+Miti7. 9 �� �,� d ra �.C�n9 �4 I I I • A111D STUDrp SALL SOLE PLATE SHALL BE A' INTO C f Y RSG 4," CC,, OVER S I"11 L V 15 O U E E N V,4 F O 1R B A4 RR I E 1� � TPENETRATING AT LEAST o sLae w/ 1/z'o EXP. BOLTS EG RECESS ( I O.C. 0 g O.CONCRETE.C. OR SPACING AS HOWTIEDN r t4 0� � CLEAN, TERMITE T1�'C�T�p _� _ r (2)-/4 CONT. HOOKED 8xfix10/ SHEAR WALL TABLE OF SHEET � ` k TIED A7 CORNERSA5(WHICHEVER IS SMALLER). G01`�f TFC) FILL ( T` f=) ,... :,. "'1" � I-•�-12-x'-I MIN. 10" �r cr, � F CJ i� I I N I I OWN SLABTURN D DETAIL -�--LOADS. O GARAGE1/sq. / - S CONT.. .........................20 \J W ( /4 RODI II I II Iu I II III I 11 f II I II I II I I _ 2),��'°• ` 1 3 2 4 — 3 - — 1 2 - rJ' - 4 — 4 MISE FOUNDATION DETAILS.................»........................................................_.........»4D 1L 2- 8 12 f[J I I ---I wxlD LOADS: 40 GNTx.� INTERIOR-THICKEN SLAB DETAIL _ { WW VELOCITY (PER SBC-1994 EDITION)..................................100 M.P.H. EFFECTIVE PEAK ACCELERATION.An<o.05 I SEISMIC LOAD (PER SBC-1994 EDITION)_»............� - ' GENERAL STRUCTURAL NOTES: PEAK VELOCITY,Av<o.o5 J X 1) R IS THE WIENT OF THE ENGINEER THAT THIS WORK BE W CONFORMANCE WITH ALL y I REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF I G O N C. CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS WALL DO THEIR WORK IN COWORMANCE I WITH ALL APPLICABLE CODES AND REGULATIONS. �} _1 I 1 2)THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR V I / + I 1 TO COMMENCING n I 40 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS,ANCHORS, L ANGLES. PLATES. OPENINGS, SLEEVES. HANGERS. SLABS DEPRESSIONS AND PITCHES AS MAY I I - _ N , I - BE REQUIRED BY ATTAa0 DRAWINGS AND TO ACCOMLMTE OTHER WORK NOT MM ON THE DRAWYOCS. 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR � y REPRODUCED WITH" EXPRESSED WRITTEN CONSENT OF THE ENGINEER. M 5)ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND I I I r I I Q SHPJ_L BE CONSTRUED TO APPLY TO ANY SIMIAN SITUATION ELSEWHERE IN THE WORK 4�- EXCEPT WHERE A DIFFERENT l>ETAIL IS SHOWN. 6) SUBSURFACE SOIL CONDITION INFORMATION IS AVAILABLE. FOUNDATIONS WERE DMOED I I Q FOR 2000 P5F SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING _ JU CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK I — 7),IT IS THE CONTRACTOR'S SOLE RESPON5181LIIY TO DETERMINE ERECTION PROCEDURE AND I I �CNON TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS OWING I I M m CONSTRUCTION NOTES: corlcRETE: H M 67 ,l 1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAD ON GRADE) SHALL HAVE A MIN. OF 3000 PSI (\J I I I N Cf1 COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE 2) FOOTINGS SFWl BITAR UPON EITHER THE SURMAL SOI,OR UPON SIRUCTUWIL FILL COMPACTED TOA _ "`' _M I 'DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) � - - � ---•-- I '"� +. FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE'WROM'OF THE FOOTING 3)I"CH NO REQUIRE THE FOOTINGS SHOULD HEAR IN EITHER THE EXISTING LTE BEA:SOILS, I I - WHNCH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED.STRUCTUIi/U.fill. THE BEARING - LEVEL SOILS. AFTER COMPACTION. SHOULD EXHIBIT DENSITIES EQUAL TO 95X OF THE MIQDIFIEI) .PROCTOR MAXIMUM DRY DENSITY(ASTM 011557) ROD CONT. I I 1 I — , 61`0RCING STEEL SfWl BE ASTM A-615 GRADE 60 STEEL.CDNFORI"TO ALI 301 30. `TACT 315. ACI 318 AND CR51 MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. 5 .ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE I LAP SPLICED A YIN. OF 36'BAR DUAMEIERS OR 24,WHICHEVER IS GREATER UNLESS - OTHERWISE NOTED. OFE 6)THE MIN.,CONCRE O SHALL BE 3 in. MIN FOR RkTNPORCEMEHT t (� L ; FOOTINGS ..........,.3 inches CAM , SLAB ON GRADE ... ......................CENTERED SL AE3 - ,7 komzoNru BEAM AND FOOTING BARS,SHALL BE BENT 1'-!f AROUND CORNEHS'oR - ?PRNER BARS WITH 2'_(r RAP SHALL BE PROVIDED. 8);CONTRACTOR,SHALL PROVIDE SPI+TER$,-i 1:W i WL�lm,'ETC. NECESSARY,TO w 1 R17NFORCINCr:STEEI SUPPORT:ITEMS WHICH'DFAR ON.EXPOSED.CONCRETE:SURFACES T SHALL NAVE.ENDS MF6CH ARE PLASTIC TIPPED'OR STAINLESS STT L E yr I 11y II 11 _ II , O �t 9)(TEL REINFORCING DETAILS SHALL.CONFORM TD MANUAL OF-STANDARD PRACTICE FOR ( I 11 DETAILING REINFORCED CONCRETE'STRUCTURES ACM 315 LATEST EDITION, UNLESS bETAB ED O1�WISE ON THE STRUCTURAL DRAWINGS. ELEVATION "<� , , 10 ° CONCRETE WORK SHALL BE IN ACCORDANCE WITH-THiE BUILDING CODE;REQU SEE E �+ I I I _\ /I �,/I _ ( 3 2 "x 3 L. "x 1 0 " p - r; ; CONCRETE' ACI 3111 LATEST EDITION.AHD*SPECIFICATIONS FOR'STRUCTURAL CONCRf1E- r e �]�,} 1( ACI 301. f y I = CONC. FTG. LU/ O ca+cRET> MASONRY UNITS sf1Au�ASTM Gso-7s, I�cxiow Laau�•rr�Ra+c coNc:RerE� _ UNITS, TYPE 1. GRADE N-1. NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH( I 1 OF 2000 PSI ( f ' m - 1500 PSI ). w k I I -,(�` 1 "a YMjORTAR SHALL CON ORM TO ASTM 0270 AND BE OF TYPE M OR S. •! 0( MONTTAI.MASONRY JOINTS Rf7NFORCEIAAFNi SFUU BE GALVANIZED,TRUSS-TYPE WITH In' LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK'COURSE:'MAX 16 in O C i 1 I 4. T FRAMING iL WOOD SPECIFICATIONS SHALL BE CONSTRUCTION. LED PER ATTC AND TPI AND NIATIOrGl WOOD zS 2)-ALL STRUCTURAL WOOD MEMBERS SWILL HAVE THE FOLLOWING MIN. DESIGN VALUES F6 - 1120 PSI FbER 'AM.VENEM T.500 LUMBER I Q1 Fv - 90 PSI Fv R 266 PSI I I L t. LU I'd = may(, PSI r�r �d L 14 L PSI ' CID � E a 1,E00,000 P51 E 2.000.000 P� I ,.•� �(� RATWALL ED AASSSHOWN ON THEDRAWINGS,7 16' OREMAL STRAND BOATtpS (OSB) OR BETiEI �•• Vim/ U i 4);ALL WOOD MEMBERS EXPOSED TO WEATHER OR INR CONTACn WITH MASONRY. CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. 5) CONTRACTOR SHALL PROTIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH APPLICATION. FASTENING SUBJECT TO MOISTURE SHAD.BE HOT-DIPPED GALVANIZED TO ASPM A-153-80. - e)ALL METAL CONNECTIONS AND FAEItIGUIONS SWIM.CMY WITH A.I.S.C. SPECIFIG1Ti0NS, Am AIL FASTIh7NG SUBJECT TO MOISH1RE SHALL.NE HOT-DIPPED GALVANIZED TD ASTMI A 153-BO. C`ah 7) SOLID BLOCK ALL JOIST AHD RAFTERS AT POINT OF SUPPORT. I I w 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUN)WALLS MAY BE SPF 12 INSTEAD OF SYP ¢2. I _ i N ORA. BY' SCHEDULE p®" - MISCELLANEOUS FASTENING SCHEDULE • 15JC CONNECTION FASTENER NUMBER OR SPACING I — ____ — — —I DE�IGt+1ED �- TOP OR SOLE PLATE To SNDA END NAIL 16d COMMON 2 . STIJO TO SOLE PLATE, TOE HALL 8d COMMON 4 DOUBLE STUDS, FACE NAIL 10d COMMON 24' D.C. - - DOUBLE TOP PLATES, FACE NAIL 10d COMNION 16 O.C. TOP PLATES, LAP AND INTERSECTKNRS FACE WVL - 2-16d OR 3-10d COMMNH [� CONTINUOUS HEADER. TWO PIECES 16d COMMON 1 C D.C.ALONG EA. EDGE 2 0 ' ^ O I I v / t f 10 I r a I I Q I P /_ I I 1 2 t _ ,{ I I 1/ �1 r 0' I S[/ (G [J (� �• r� K/ - DATE: ________W_SHEATHING- _ AP IL 03 1995 ROOF - 7/16' OR GREATER 81 COMMON 9' O.C. EDGES 4Womb IIr O.C. EDGES INTERMEDIATE !T I _ 0 It ..JOB M�V - W SG! WALL - 7/1s' OR GREATER Bd COMMON 6" O.C. EDGES g NO 33 12" O.C, ffTtERMEOATE i b .. (171 Eot rio. i F 0 UN Al 1 0N ANA4 Of (0 CLCD. AT WALL TYF ,�T �u {L L - L a f� u T o ROOF TRUSS �/IRAfg DOOR HEADER RiM IOIST OR BEAM SLOf=E Uf= TO - 9' SLAT ifs ' FL- AT USE PRODUCT CODE RTPGA838, (TWD)PRODUCT CODE TPP 4• 'SEMCO'. PE PRODUCT CODE TPP 4,, -SEMCO- STRAP EACH NAILED SEMCO' STRAP W/(10)-8d COMMON NAILS NAIrr.r� wry N COMMON NAILS STRAPRIttiG TOP QLVA,a ���13 I��lN M13g�r�,rUa THREE(3) STUDS 5% 6" OR 4"x 4' POST PRODUCT CODE TPP 4.. CONTINUOUS "USE PRODUCT CODE PAPGA , 'SEMCO" STRAP' NAILED W/(8)-8d COMMON NAILS PRODUCT CODE pUPB29, DRILL,6" INTO CONCRETE G� SEMCO', ROLA DOWN 1 177 TUN31, 5 L o 1=E C L �' G L ( NAILED EN� �L. 011914 1-1, A EXTERIOR WALL OPENINGS ::. ST PSTRAPPpP�.I`NG N.T S M , + GL 2�0 M=. DOOR 4AMS r t�q4 I :. HURRICANE CLIP H 23 •• -' ,. "` ppt•gdalON�G,�R�SF1EAiHINR O���� CONT. 2x4 Sf<'Aa kR4l+),:TOP 70 Ft(gy U-IrAlNKR S HAIREli y . .„ $4 BOTTOM CHARD TO SERVE A a 7/10 STRUCTURAL.EtQQR'S}1EATHLNO, FOR X_ BRACING 8 D l4 D.C. 4 BARQV10 'CLEF FOR 400'16n i r OR EQUAL O 48' 0 C r LATERAL SHEATH `aw A N R BOTTOM CHORD OF COMMON I'• FY Zx AFTER � ., II SHINGLE STRIP TRUSSES O 24' O.C. BOTTOM CHORD' OF'D H;f FASCIA ABLE r. , II - a .; _. ,... L •' ,:.a.:., - 12d NAILS O 8` O. 'a ,END : C. TRUSS L Y F 2x4 -BRACING .;� _ - •, . ..:; r r •,•. ,. ,. .. ,.. .., _a, -_ O - END 1 TOP CHORD OF GABLE T 3-1/2- t -s n, kTRUSS DROP x 11= TOP PLATE 1 S r .y. x r rN 5 r I p. F r 2x SCAB CONT. TOP TO E: MAX.,. .r ..: .. ., s.. !... .. :. BOTTOM CHORD O B R • OPENING 4 FROM GABLE i' . i K: '•x-51" s..:,x I r"`4i.: :.'� I' I 4 SCAB FROM TO I CONT. 2x OM TOP 3 ',. 2x4 B � LOCKING O 48" O L r� .C. BETWEEN BOTTOM CHORD O X-BRACING GAB w� - I L1;ENO TRUSS AND FIRST PROVIDE ADDITIONAL 2x4'$AT V �'- $c4 AB VERT COMMON TRUSS - IF HIGHER 48" VERTICAL THAN '�I TO FORM AN 'L� SHAPE) _ L C L Grt � •W A L . MSB IS NOT PRESENT I = CONT- 2x4x8' SYP. LATERAL 'ry ". . BRACE O 4a O.C. 3) 12d NAILS(TYP) I BOTTOM CHORD OF �T X-BRACING I (3) 12d NAILS �$ �tr. .:f U TO D a.. GABLE EN TRUSS ALO '' ' r. , t 1'ERAI. ERAM To , ( 2x4 TOP PLATE L . T i 2 - FRAM _ Jv z•+ .. , CONT 2x4xg /2 SYP .:. LA Zx4 STUDS O 16 O C SJ ,..r, pc. NOTE: LATERAL BRACE O 4$�O.C. (KY I L�.F UMBRA LENGTH X B RACNG MAY CED OF .IF LENGTH DOES G C �. NOT EXCEED 10 fL 2x4 BLOCKING O 48 O.G. a;� .i 1 L BETWEEN GABLE&FIRST TFRUSS prCEFb 10 LL, AppITIONAI SCAB lS REOb• CUP A 4g.'O.C..CUP'MNUST T E I PROVIDE A MIN.400 ft k,OF SHEAFL i Lr • QRS AMiNG" •, _� _ �' GLC. • � � �� ,1 � , ; GLG�. SCHEDULEA 10CLCD, ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATES • OF BEARING WALLS (PRE -ENGINEER® FRAMING) 3 3 * TRUSS No. UPLIFT TRUSS TO TOP STUD TO STUD TO OR DESIGNATION (Ib8) PLATE OR TO STUD TOP PLATES SHOE PLATE •� mo , a 8 C L G. AT WALL ALL TrwA' 1544 0-�20 PRODUCT CODE HCPLR PRODUCT CODE IPP PRODUCT CODE TPP c14 6- "es "SEMCO" STRAP "SEMCO' ON 32" O.C. "SEMCO' ON 32' O.C. U 5LOFE UP TO �' Q ' FLAT cid m 3 6%as, Y4 s7 1 521--$20 (TWO)-PRODUCT CODE HCPLR PRODUCT CODE Tp PRODUCT CODE PP G G10 Gz,� ��cv,zHs� "SEMCO" 7V1118TED STRAP "SEMCO" ON 32"O.C. "SEMCO' ON 3Z" O.C. v 1.Tutu FOS IDBNCl�t 5WJmD 8 BN8h1H h1AI1LB'1�'RAMXN • 11l/4lLE D w/U6)-Sc� N/�1tE`D W100-97,1 I THH mum WALLS FRAMING TABLE WA8 HST,HLI8H1sD 'usuxl]Idei THE FOLLOWING CRITERIA UNLESS NOTED OTHERWI88 XN THE TABLNt- A►) HOOD SHBATHING TO STUDS NAIL3MIG SHALL BS SD CO=OR NAILS. z r B) GYP. BD. TO STUDS MIL3:yo SVALIa- BE- 3d A dQ.000LUR NAILS FOR � BD. THICZ. IRESPECTIVBLY. „ C) SOLV PLATH-SLAB ANCHOR$ SHAT'L an ills" DIA.Z sb LONG A34 J-SULTS 821-1915 HDPT2 (SINGLE PLY) OR (TWO)--PRODUCT CODE (TWO)-PRODUCT CODE . DOR ESTEBIoR WALLS AND 1JA" DXX.18 LONG NZPANSION BOLTS FOR HOPTD (DOUBLE PLY) NAILED TPP'$ "SEMCO" NAILED ' TPP"s 'SEMCO' NAILED ...- -.> INTERIOR BEARING HALLS. W/(16)--$d COMMON NAILS ONTO (TWO)--STUDS ONTO (TWO)-"-STiJDS I pu ®ULE b" NAIL .MACH W/(12)-8d NAIL EACH W/(1Z)-8d DESIGNATION REQUIRED SINGLE OR SHEATHING WALL SOLE PLATE SM=MROPM0 gjkL K AS Fat�r++s�a LLMD BTi 4 MWis SHEATHING DOUBLE TO STUDS To BLAB ANCHOR ( EPI AS�NOTED Orr.THE M NGS) COMMON NAILS COMMON NAILS SHEATHING NAIL SPACINA• BOLTS SPACING OPENING'WIDTH IN FEET y UP TO 3'-Cr 3'-1' nm 6'-1f 6'-t" THRU 1x-(f f 7/1 b O's " u-* (3)-�c8's (�}-zxtD's (3y acus CODE (FOUR PRODUCT CODE µ SINGILE �p�"f���� �L• 1916.2935 DPTx (SINGLE PLY) OR (FOUR)—PRODUCT )— - a• * (�)srlDs say "��' ""�' e�+c a1> rt TPP's "SEMCO" NAILED TPP's "SEMCO' NAILED `� C�l.OGK� HDPTD (DOUBLE PLY) cl *w TWO (2)�P�LATES WITH A 1/z" PLYWOOD FILLER MAY BE USED INSTEAD OE �F�; NAIL®'W/(12)--16d COMMON ONTO (1WO)—DOUBLE ONTO (TWO)--DOUBLE. ' „F. TFiE AE (3) PLATES MEbLt10NED Atlove. RAILED ILID EACH v 1114* N L TWO)-HCPLR s STUDS, NAILED EACH STUDS, A f�[ #DD **• SIM Stw-L BE COHRNUOOS FROM TDP PLATES TO SOLE PIATF& AILS PLUS ( TU S / - "SEMCO" W/(8)-8d COMMON W/(8);8d COMMON t,. dpo CLOUD �l� �' I>tDxcnTs >I:gCS�Ong 11HERH :W o0,W ?osTS NAILS NAILS �. SNEDULE ri *** - On= BH ANGHnaHn'AT HoTT�t �Y��', QEf�.Q�TA11; A `b F THi 5 st1 E1Sj' � �SIZES AND SPACING ( lu spars CLOUD • AB �' IND4oATE$ LOCATIONS WHERE SAM,?, S7U9 t raL�1.PU1T�Hv� STUD SIZE SPACING � I '2,, eEAy�G°iaH STRAPPED AT.SOT7rox �-(oQ 'P ECJ. OCTA tL "�' o F' THIS,-SN ee-r IV4 no,1a-, 2x4 1T 2936-4850 (TWO)-HDPTD (DOUBLE-PLY) (SiX)-PRODUCT CODE (FOUR)-PRODUCT CODE �--- p 0 4'-a' Dc6 ,S' NAILED W/(12?--16d -TPRs NCA"NAILED TPP's "SEMCO' NAILED F. SPOTS CLOUDED As � INDICATH LOCATIONS 11HBRu 7-W axvDl+�1 ta-a+'TttRu t COMMON NAILS PLUS ONTO (TWO)-TRIPLE ON TG (iViiGj -fair-" � ----8 - s Sall 1'1n STRAPPED AT BOTTOM W/(�u1a)-�TP$, u8EHC0O', 8TAA7? HAILED W/ 14-1' TtLRU 18'-� 2x8 1tr ' (TWO)-HCPLR"s "SEMCO" STUDS NAILED EACH STUDS PLUS (TWO)- 2 'RgtsHnN NAILs. 1W-W T= zr-(r zo Ir r W/(8)�--$d COMMON SGP2 "SFJuICO" HOLDDOWNc • *. SBffi THIS eHBET FOR REQUIRED MODELS AND LOCATIONS OF HOLD NAILS NAIL EACH NPP W/(6) nOWNS r *I(1*"+ 1HE PLATE HEIGHT REPRESENTS THE VERTICAL. Jut UNINTO 'P�a�+ c�A THE w+a —$d COMMON NAILS `V ?- OPBNIN(jS OTHER TEAR THESE MENTIONED ABOVE LA�LOOAAD$To%LEAK WALLS DOES EXIST. ALL H]CTE$IOR HALL • THENTIHt:SCHEDULE SHOWN ABOVE DOES NOY �' SHALL HAVFI THEIR .TARES STRAPPED To THEIR HEADERS AS SHOWN ON App��;; LJ DETAIL �� E N�' of SHEET ,�A5 M n a� * = SEE TRUSS ENGINEERING BY I.-wv�nbe'� U'A�,ivn�'rtcQ i, ALL E>3ERIOA WALLS Guam HAvs THEIR SUPPORTING STUDS STRAPPED "� " ` } -, FOR TRUSSi. DESIGNATION } 4 1. TO TOP PLATES AND BOTTOM PLATE W/ PRODUCT CODE 'r'Pp ,��8E1�Icor�, ON � ;- ii iy D ! .. • . , $aim. . ]. Roof�t�i shall be(o: 12,overhsnp shall be J.4'"*lde 7. Gg�oNUs®��"i�H oN�GHBP1e�x �AS��TR7►pPTIN� �atLSL'aa X>,TA`DB��� - _ _ DESIGNED lam: as 2. Roof ttv.4ses shall be d6iped and fabricated by a certified lumber pa od Td UZOIST SHEAR FORCES ACTINO SIMULTANEDUSLY WITH UPLIFT FORCES. C p.THS ALLOWAELS SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR coripany. BC=: no INTERIOR WALLS HAVE BEEN REDUCED BY 18% To ACCOMODATE THE USE 1/4' = 1`_m° i OP #3 SP? GRADS . or LUMBER FOR WALL CONSTRUCTION,, ALSO THE �: 11 �L�T E. ALLOWABLE UPLIFT CAPACITY OF ALL METAL sTRAPaINGa THAT CONVICT Qotft Avu 0 APRIL �3 1998 / ^}.�.� n © ez'nns To TOW 8LA?HS, GHou NA", sun WALLS HOLDDOWNa no TO l 1^��J I ! FIN. �L � - �1�f���� J �M O! AAo117 OR H11�.oW !®9H EB8'p REDUoaD EY 10E FOR THE am IRA" mmmxozm AZO Z*. 3•.See sheet#A 4 fbr lumber spee's,� ally,e� � JOB NO. MEM' NO. See Gotbtf_ c4 .5 h FF FLA5 %% z ,s et° For "AM5 1��� �� LLQ, ('A �� I O all FAN G I l ;=REWIRE I / I / i 4 1 I/ G FAN/LT. Y a ca ' I I <'\\ /> -RE,,1!RE �- �\ /i 1 / 1 / / I I I FAN/LT. / \\U TEu I I PREWIRE//A, / — -J\ I 1 a \ \ I 1 Aa U \ \I 11 I ),.LG FAN/LT.P E7 ° I / I PREWIRE61 — FAN 1LI LLJ)- - - - - - - - - - tfl C4 I rf / Fi ' ' p FI � L _ / V s _ 1. OL _J AN/ I 1 \ \ FAN/LT. O - � � I :1 . u PREWIRE (� ' r LT' \ \ \ N�NGING /' 7 // \\ TEL ri \ i-IXTURE / T 5 IT N r-►ANGING � ' � I I B L lU �7 - FIXTURE / 1 I I I I I � l ASO i I I I Ii E- I / 0 \ I \ I \ / I <EYLE55 / J ! FAN/LT. I REWIRE I I / DOOR OPENER tu Q, lu � � CCS CONFIRI"1 ALL LOCATIONS --R) LTJ I T 14 OWNER DRAWN BY: KEYLE55 DOOR OPENER C I I I I / ELECTRI PLAN. i I I I I DESIGNED BY' � // i i i i i t e•.�c / ( 1-1 ) RECE55 STAND,4fR[DLL—_ _ _ _ J I SCALE: '( 1 ) UJ,4TERFROOF RECE55 5T,4NDARE—) _ _ _ 1/4 ^ 11-ow �Xq ( 5 ) TELEFNONE STANDARD (LUITN FOUL' F,41fR Wif2E ) DATE: AFRIL p3 1996 ( 4) CATV 5TD. froe No. ` o — _ — _ _ — _ - - ( 3 ) CEILING FANS STD . 9ro15�Q SHEET No. EI of I via