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1644 E Park Ter New House 2012 I , I a I I 14 p IT N 04 51 19TO f 4 Y + Al r 's HARWARE SCHEDULE ' ! ( , t ��"' J (A) = HTU26 QTY. 27 4 1. i (CU) = THGBH2 CITY. 1 if d J,2 J22 (#) = NAILED BEARING CITY. 1 { - �s F "' J13 r 31 E1 1 � I ipt ,S � gg E2 Vi BASE PLATE HT 8-5-8 k r E3 I " BASE PLATE HT 10-1d h BASE PLATE HT 12-1� I � o ) il f Olt Oil HEADER SCHEDULE s °k' a E5 J12 CJI 8S2 2x12 2-PLY i` I L1 { 1 r`ki< I it I J11 CJH2= 4-1-0 2x12 2-PLV a , � I � H3 � ai E4 i ye � J25 . 1 I 3 1 I e s �ig � E3 6 I o- ' J24 P� C E2 $$ { I Hl AEG AD p- AGO SEA J22 E1 � CJH2 I II J13 1 LY _ _ _ _ , �f 16 j { r s r s O3 r - f` ill t I JifGO J] y m s _ � Al s � . " X01 Jz tl x 4k ¢ ASP J3 t J 6 Al J . IL.' AS - - _ - _ Ai J1 # .i s� GI p y q J17 % J] m N " a. I "! m J18 1 Je sG J,] J13 ¢ J76 = _ J,z Q a a a °d a a d � �°: m � � �o I ', a I-- TY 88' 8' 1' ^ SHGPS_PgWING RFVI�Eyyp15—GGIiIaN IT P " IL. >'� o v v b MISHorcx e IL u.x a mom: "'"e INN, s r'y I k I . �� �7 firz' 2 Frv�, "o u.mero.,Noart ° mw "„ `°°e ITIj38'8'� " I I 'F � f �• �- �� v ,wmorweclvmm orvorgvrw „ '✓IN(/ v ���mmxamnrnory RE ' ornnnu[MEN wmANUS f n ! � . By �-- _RUN la Ll �L I N 1 { V - ;A '� I uaxrcwory AN q rvc 1?40U ST a G 9 TSENT 2NEs � ) Y Gaeu "EOENI "` El � I I { I v S r �9 Ill n n-r a if sh � 'if _. . - . . , . FILE COPY { li' if All : 40 If AV o 1 © � � s l � � , — lIP 1 a m E d Iif If --- _ I:AVMAY 4 Y a TDRIVE All 19 gyp' if I k " 4h IL I Ap � SITE PLAN ILI if f � . . if hrF 1 P ( . ail I `� y, I �IIla ,( ] "tea • a, ss i it M E u s SITE PLAN altit l } 1 .4 It II i SS I till � 0 idlaI 1' §fir I,� r L=FILECOPY � i f ILE COPY II ',4 d4 I I I COKER RESIDENCE IF I� Lot 2, 51ock 12 Selva Marina Unit I III Atlantic 5eaclh , Florida a � o / �1 ', SIIIIII . 111 ( _ GENERAL INFORMATION: 4a pmg : pp 1 mdpp GENERAL CONSTRUCTION NOTES: - Construction Type: Type VB VII ' I APPLICABLE COPES: I,I1 - FLORIDA BUILDING cope 2010 Unprotected, Una rinklered - FLORIDA ACCE55151LITY CODE FOR BUILDING CONISTRUOTION p h I I 1 DNA FBC-IOOV FLORIDA FIRE PREVENTION CODE 1001 EDITION - Building S LOCATED In wind-borne debrl�ZegP ANe - NATIONAL FIRE ALARM CODE 2001. NFPA 12 , - Structure Height 21' l 41 ; j U EXTERIOR WALLS: s Stories: I - Story ys - axis CMU ' - FOILFAOED FOAM BOARD IN6UILATION I - 12 PT FURRING W/ 1/2" 6HEErRC�cK - Basic Wind Speed: PER ENGINEERING 1,• - METAL LATH AND PLASTER - EMJPCO FINISH t1 r r � - PAINTED FOUNDATION - Wind Importance Factor: PER ENGINEERING 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURERS Exposure Category: PER ENGINEERING L Ir SPECIFICATIONS FOR RIO SIZE, JAMB 6PEc6 AND WIND 1 I REQUIREMENTS AND STANDARDS. 9 I 1 GARAGE DOORS SERIES 280 - P-L. 25 PSI/ LL, p WINDOWS LE85 THAN 19" AFF TO BE SAFETY G 31.5 P61 - Internal Pressure Coefficient: enclosed, per eri@lnessr 'trail 4A55 PER l6 V 1 FBc-R 2001-3oe - 'BEE STRUCTURAL ENGINEERING SHEETS FOR ALL �1�= COMPONENTS, SPECS, CLADDING, AND U Q 3) INTERIOR FRAMING 2X4 TYP., 2X6 AT PLUMBING AND BEARING wnus > 10WT. FINISH 1a" SHEETRocK . INSTALLATION REQUIREMENTS IN ACCORDANCE � � LL WITH 2010 FEC-RESIDENTIAL N 4J PLA : 10-1-1/2 FL - Q ( M • GAR4GEHIP: 110 J-1,12" ROOF 51/Y tri PLS 4 ' ` Vl p� fff , d - - a 4 CEILING PLP• I2" FLOOW DROP tu V to )I `Illtt ) vp PL IF y (K 0 Ql 'f 1 - REAR PORCH: 10 1-1/2" FLOOR DROP - SQUARE FOOTAGE ASSESSMENT: _I - FRONT KITCHEN/6TUDY Cond. Sq- Fig.; 3604 sf LUN +' 1 - FACADE u. PL Garage` 180 of m I 1 5) - MAINOOF PITCHP 6/25OVERHIll Al ANG HIS Is" TYR. Rear Porch 635 of U 4 - VINYL SOFFITS W/ Ix8 FJ OSCAR AND Total Under Roof: 50l sf 1 GALV. METAL DRIP 1 - ICINENE FOAM ATTIC INSULATION t N3 .f Ill 1= = • ROOF RAFTER6/JOI6T6 PER DESIGNS BY STRUCTURAL ENGINEER .fN a �m .41 - ASPHALT OR FIBERGLASS SHINGLES PER MANIIIIR SPECS V/ 1INDEX of DRAWINGS. Q) - Ills," OSB ROOF DECK W/ 95 FELT TIP. O D s q 51 LL ,q 1 E 6) NEW FOUNDATION - STEM WALL - 3-4 COURSES PER 51TE ARCHITECTURAL A ll 1 CONDITIONS. VERIFY SOIL 6UITABILITY AND CONDITIONS wPER ENGINEERING 1 II< Ii d i1�1 STRUCTURAL ENGINEERSPECS DETERMINED BY CERTIFIED All Site Plan > m IF I` 1) INSULATION AREAS TO INCLUDE: O q-2 Floor Plan I Iz t= t - ALL EXTERIOR WALLS 11 4 Ii ! 1 - ALL WALLS ADJACENT TO UNCONDITIONED SPACES / j 4 { f - ALL PLUMBING WALLS 1 j f 4. - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS A-3 Front-Rear EEVdtIOn3 4111 TIP a : 8) HVAC BY OTHERS A-4 Side Elevations e �1 ` S) PLUMBING BY OTHERS a f A-5 Electrical Plan 1 ^ 1$ = {, 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED I I III f 6TRUCTURAL ENGINEER OR TRUSS, MANUFACTURFL.R A-6 Typ, Section { II y1 Vr j Window Flashing Detail F : i J IIS 6-1 Foundation Plan A I tt 1dpp t 111 �I I 6-2 Roof Plan n IF i Schematic Layout y ATTACHMENTS NOT INCLUDED d3 = P I �' 1 Legal Survey I�a Truss Englnea ing i t ( Florida Energy Sheets U I IP Id Structural Engineering SHEET IF I 14 r _ FILE COPYy FILE COPY cov�� 1 j I III I 1, 1. L ri ^- MAP SHOWING BOUNDARY SURVEY OF. LOT 2, BLOCK 12, SELVA MARINA UNIT NO. 7, AS RECORDED IN PLAT BOOK 34, PAGE 52 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA AssisivNmq PARK TERRA,qE EAST �� � � gm 60' RIGHT k WAY ` A . li Windidual 1 g+ a l.5' 8 a SO6'24'S0"E 100.00' s = m F� e 74.s.nnrs .J M" WWI NS HT T r l u a W -:i h °L�1i - _ ? a P gG 71 I II ! ! IE fi fi P� �C o� 5 �a . . _ ° ecxcw.YARx �I 20BR � BYOzONING - - I � NI r'— II _, z �z ' sEr so PENNY ruL - z sl II Bi z iills BE BUILDINAG RESTRCT�� . . "•, E� - - .`� . I 9CAN II � I I I, II 7 � ou LINE/BY Pur g i L s iA 1I lit 1 - J� O t n»! �s )1 �. . CH K �q .. . A n u I I PORG'i-! - r- - ---� ENTRY L o a s .6. w ,, � z �.s�D— moo° I �N �IIq k�1 � I I i III, Ii I .� �,. z r 1fr, III li ./ 7N. ,ao &ry.' I�ryj ir._._. M . . , PSP �, -- Tye �M\ 00 l Will 201-0N — - - - -- 1 t �ioT ixl ' _ I �II III ® � Axa i � • a . � „ � � . P � —f0"'HR�6�IDNING � GARAGE li'4- -L40 CAR } + ( O !I r _ _—_ s e °� N06"2450"i 100. 00 ' 1, L Fit a f, _ xa Txv «,oar.L l J. R r T ., �o �P RK` ONING DATA (BY LAT �x ... LJ p'4 L eased uiami KIM i� mu r¢r L SII ( au `.all irevs e4`a'F um i v��uwnX > wm RI mxcR' MINI!E psx AER REPUBLIC TO AMD MARSHA aeeuxc you xs.. xoxE Any xry _ _ ru5 i0. P h i - II _ ' ' WRa L� p°l ' REVISED JULY 2. 2p12 TO SHOW SHOW SHA L COKER Far P BUC NATIONAL TRLE INSURANCE COMPANY Ay ' bol lfmj x.xea OF HO BUSOHMAN, ALI PERSONS A, BANKSFON DI KNEES JULY D WAY ADONS AND ADD CONTOURS AB REQUESTED • . 13 -10 O ' ,, xra^a QO'^ 2012 zpnwO INFORMRION ADD SETBACKS that We the N m certify nmaeom. . .et a nn by Si of S atutes an pursuantter m ,x Sol snwoo nz pz7 norlao stm///o���teo oxe t.r Btsn VRVEAND MAPPING INC.l smRooeso tr G 3Ockso "5581fIeo'2F91154 aO xa 4P1BUSINESS N0, 6696 xaeu'� axK1OF 2 Ty 231-411 841-811 SIGNED pAPR�L 9�__ - SCALE: = 20 rL WORK ORDER NUMBER: Ptf pq__ pp Z THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIONERI B — 7 V 37 1 LL ¢S p . SATE SQUARE FOOTAGE: 14,000 SF ci 0 - A . HOUSE FOOTPRINT: 5,089 SF ~ DRIVEWAY/WALKS: 2,214 SF TOTAL COVERAGE: 1,213 SF ® - COVERAGE RATIO 52.16 % , F,S a r :,a1;ya b O a vQ Q 1TE FLAN = No LL � � G1 I I ;� Scale: 111 = SI 011 sMEET w< ( a ' A — 1 xy�nc2" . 84'-8" Rev//ory i � L ro 14 CMU COLUMNS 5o PL OPEN AawE 14 3 4 9 O li P 8 11 3410 HosE ee 61.011 4 3' O" R 8 3' 3" ] 4" T-6 3 R ELI 2 -0• 14' 8" FIT S' GAU AT S pip, 3H 305 - 8' Ft SH 30 - B Ft SH 305 - e M1t 40ol 30 H0 3050 - 0 M 4030 H5 OH 30 - 0' M SH 3050 Ife4] A t OWER m f I . GRILL PARK 1BHO 161 `Ia - p _ - - - L B c4es wrru REF - gp 15b" d §I -O1. 2" 14 -011 5' IIIcup win Up T I00 .t m y �� go Io' ur 10' HT BE ROOM •3 coo Iva - i BEDROOM •2 B6th 'a 5 m 8 ' 4 F C �� h I SII .I m II a •r �� o Bal 03 p III II - � s r H 3Z^ acR�+ ocrr 0 m '^ VERIFY LOCYTON Al 10' HT �"' Cq in 'lf � zeeo zoeo � z0eo ° 00 / � ' I u a t Io ' 36" l•-lo ]• ° r•_3" 29-8" ENrRY ACAOE Ee N E ROOF TIS PL - £ 2LS' r1 b" L _ Jli _ 5 -- - J 3x0 Arch C g lE Up 1f IIf 111 X1;1 r o wALK IN 4 waucHNhf �- R WALL R 'i � g® a6 ILII! kU = 3rx8' AllOEgg rFF s ' m�F eo - alo ne ri DNTR Fx4oE _ — ¢r Nij31 m 0 0 1. 4" 4. 5.. 1 6' 1 ' Svc 0 t yry I�I�I 3 3bun t3b111 eY 36s dR11 43" 3 O" 3'-10' 3' ttLL xr AMED ARcu 10'6" PLT 12 Fal 2910 WALL FOR NICHE O ? e FOYER m gp m ? o Ar - 1II '�e - GALLERY u' HT E $ `a EN1RY _Is lip SI -MY J�Si�3 l 4) 4 22 -6° 1 13'-8'• 3'-9• % 5'_5AAA " r- 1 n I. ILLIMINATEARipula IPMEM 16 AFF h I� ir 2XIC JA EL HILLS �j� I - - - - _I I_ . — ._I I_ xa¢xlo w4u 29' x6 Armco Q , . _W 0 PI IGREAT ROOMI 1A at H7 WALL I O36 my 1113 SCREENED PORCH P 10 FL HT w/ uogD VENT i Io PL at TRAY cLG ro z y ISLAND CABs _ '3pKTOP 3x29 Arch CO T AY C ACCENT W/ 6EATING m, . a" sreF 0 y Q KEE ING ROOM ;r L Io' L7 KITCHEN 4 10 LT S y !y 'alp 3. O.. 5' O.. 3 '° to o IF `a jti �_ _ . — —I 14•-10° "v 10 -O" V y r p IP w VERIFY Lac4nov n m q M 76 4' y = w 0 x o Q Eli w1.vE 3'-411" 3 31.114 a Va SINK S N d o -0.. N BAR _ U w r R MICRO _ W G 6cREEN ExIi l4 W Lx IO. FCO 3C �5 x8' Ar�1N 0 REF v P NTRY -� YIrCR BWREFRG 2[ � b" -011 14•$" 3 -O NC 4� i� 3� •� _ _y _ Y w/ g1e.. c Ile I-.Q9 in 5'-10$i• 4.�i: 4.bii ® 00E Bla m oll cath led, a — e r0 _ TP a Bt wnrO �% + C fL SH ] M �j ro r - - - - - - q 11 ]- 3666 fry.nel SOFTENER ]L .� J Q 65HOSE BI r - - 13'4' 13' 01 m -B" PW5-IOh �m 3' 9' a 4' 4" 16'$" m WALK-IN �O ee AroF c the m� m I, 6x l`L 1 1 p l Y ° _� 6ITTING ROOM Io' HT IF u Io' PL HT a ( DINING ROO '^ y w TRAY CLG To 11' 103bT� rz608 qk� r` • r o W r ei A• '.. ` n m AlAcc } f m rrz4r cw Ton < _ K '� a DOWN STAIRS `3 CAR GARAGEy 4, 4 � i 9 6 e L — J Io' ROOF RL $ o tu d ]6eo co Ip' 8�FLOOR PL ' I 6x6 arca DO 3 l0 3 -O' — - _ J O .n o RPROF r $ N4 � z n� G �rMABTE BEDROOM �� 51 'co ._3.. R 5 I � — DRY 'II°u p (3J SH 0650 B I o•. b ' 5 6" O 8 D Z 6e Its HANG BEAM '19: ti q 0 IC' PL HT - a 9 uJ ] BrEP S -0 N E Bi I m - - - F - - N Y TRAY CLG r011-d" - ° W m - SBrVICp 0 e � �.:� 3 4 N _ `{ Erltr _ = 9' x 0' Oivarheed Door 16 x 6 overM1aea Cop E _Y _ _m L — - - - IY ' 9 m 161.211 x : 3:• "3-- LQ s 5 _e. 4 3• 4.. 1�qr � I � � I 0 � 2 .011 I II R a Tub ower ° � � S, 6" 14'-O" 101_3:l q o BH 285 - II Ft eH 111 - B' It 6H JozO zoPO FG A - eCM 6q Ft3: 36oa eF a a = 150 Wood, .t 6• M f K � G g : 160 or z g M Ir EMry 10 or 'e p Pr O eovvrad Lal 635 or Pr 5 !, - ` v fl s 3,-5'• 3•� OF _ 30. 3. 6�: l0:I 4.-0�: 11• o' 9 5 "______.ee 10'-0" 3'- TOTAL TINDER ROOF 5089 er 3041 2 011 I a6-5•' SHEET Floor Plan A - z pit 1 11 I 11 1 1 i I 1 f`I!d 'x291 .. :: i 11:15 I 1 11 1 Rav/elom i 4I � 3 IT TI 11w ry�� BUILDING WEIGHT e�* 3 0 Y 5.= �I Int a9 71, b = " GM r gp 1 Egg GRCWTECNRAL 9HINGLES o � k III PAINTED WOOD FASCIA WITH w E ° a VINYL 60FFIi � �€ 2 L Y FRIEZE TRIM 6' FYPON. a Q p 3 accENT CORBELSD i � t I e msb ee e 1= INTIK. PL pga9 T�p r4, g sTuccO FN sH YN i 4" LINTEL AND SILL TRIM ouy2ap TRAVERTINE PANEL FINISH Fg VQ � � IF tF g FACADE NIP PL t F ' FACA EPL i3du4 h f4 MAIN PL_ MAIN LOUEPL RY 1 S t t GARAGE c@WNG PL i' - Frs6rvl* I r t = ( 4 WINDOW INrEL PT l � km F 1 � p NN 11 , . 1 R "I MAIN PIN, FL _ MAI FF_ 11 P � t Y. : - T _ " I Front Elevation Lu _> o z N t IN Nf. j , W p y (K 0 tU m 0 NF, W � Fi v if � 0 ry�h Y r Ipp:,i +n t 41 14 AROurtEGNRA_ SHINGLES F�l r PAINTED WOOD FASCIA WITH C I '! 4 ` C VINYL SOFFIT [� U 1 O Q O9 iY N aG W >uuvTram rREVEAL m ' � -6 �. 6" BEVELLED SILL TRIM - =" REVEAMAIN IAl PCL 71 t a naw s.F. MAIN RN. FL C 444 CMU COWMNS W/ STUCCO FNISM LL S Rear Elevation STUCCO FINISH mo r 1 � SHEET Ia - s FITIT _ ..a ��dfcs,N ..:;:'./I II :.1: ,.,. ,11 . IT I Au 4 VZ i'. - t I I F 44 I I " ?� � Ir 1. Ikij is ae 11I?� � If A m ' r 414 { ARcwTECLLRAL. SHINGLES o IfIB" PAINTED WOOD FASCIA WITH VINYL SOFFIT Nei gg� 11 I" E" FRIEZE RIM W/ I ePON 3 lf r 9" `I iq{I I1;a161I JI I n _ w I r � ENTRY lz yyppg Et « FACADE HIP PL i4CADEP MAIN PL AIN LOU PL TIA N PL GARAGE CEILING PL }� E P f h FRONT I41 S t1I 1 p ' B� "� , I % , j41 I' {"t uuvvow LINTEL .q t; r uw �If' 1 " I �Ib 'iIF4�I'I . � MAIN Fm. FL - m MAINPv. STUCCO, FINISH MAIN =F. IL- 11 I v _ _ _ _ _ - 4If _,.. 113 4' LINTEL TRIM 2 REVEAL ,III"' i �� 6NGC0 F NI6H ' 1y�� 4" BEVELLED SILL TRIM 2 REVEAL W ?" LINTEL AND 91LL TRIM North I Side Elevation " " " > 'L 4 � a6 TRAVERTINE PANEL FINISH I \ O nl" i I Z 76 wll Z L � 1 i`i Yl T y_ N YL LN• �, N — U N Q) } _ Ql IT- 11 W O ri „ I c flu . W 1; SEE gal UIQ I, I� F L I�+fY I 41 I�4I t I 2 T I F y 4 ��} 6� ARCHRECTURAL SHINGLES �(� m V/ U 8" PAINTED LICOO FASCA WITH 0 S 34�ItyI y 1 VINTLSOFPT ICS I1tt � bA ry F 6. III 2 c 80 A 11 ab t 6 ly4� l "P � ylllq I Q yy � I i ti FACADE MIP �id i Y MAIN PL MAIN HOUSE PL IL tly n Y r __ _ MAIN �54 y GARAGE CEILING PL li k 1 Wi}V 4n FRONT NTEL �r r N � aNIy naIN FF_ 'naw FF � � �� MANFIN F ARAGE F- d a " Y CITU COLUMNS WI STUCCO FINISH 4• LINTEL TRIM 2^ REVEAL Q 4� STUCCO FINISH 4° eEI ELLED SILL TRIM - 2" REVEAL S South Side Elevation k{ ,I SHEET 11 19) ELECTRICAL COUNT STPIBOL ROVISVIM 91oW 13 OBE 010 . Md,�Boost 4A II / - - NowER I..e mI Ear. a r s 1 g GRILL SHO PARK - ,I , r - cep ISL 9 eee sht B (J r B 1 1 OASIS WITH REF �� H _ BEDROOM •a ° � ee.k.I .t � ye hex r PF II / / , . , \ \ BEDROOM 02 I=29 estate pm �qo � m99 T TN a e..eraU111 q WA 1 fl f I / 8i.(1 10 N plJy \I % V B�n .3 � _II eN, IF �4 rel I d k r - A —/ a. �y ee get s o� n " 4r Ac I A 10' HT �f - Fall 1 1 4 0 m ® � � 1�1 rt t 1 fu \ R mt2z ` DEN full .tf,. . e Bet 3 ae ��� isu { \ . J ort & N � a Q„ . . ask sm tv out at t` I I m $ Q waLYc IN wALnQN a I � MIFF) )111 , 1 CO let ne�g � pg F� . 1.111 P 11i _ _ F _ _ _ U FOYER O.u.t no. • gmQ , � gg Irl III ), I dII i ” 1 s ' oART .:..-Fe a out so Err j /' � ,— =� � � l �� � ; — � � I"1 EN7RY1 � � I'll l �' O o smoke detector e I / \ Pt , Rt... b DCII 'I IF, / Ili / �- '�_ 1 Rce 6 r �r A III / Ill ea 'I v I ' REAT Roof a --- i/ j o � o �� e ewe I SCREEiNED PORCH ✓ KEE SING ROOM . `GOO1iOp 1 $ / � " / I � A H00DVENT I ee9ueC ] JISS!2L_ ,TI I � 1 fff� "0. '�` tN, t,Pl. 5 L _ I . " / ;d l �, ISLAND SEATlr��eB . KITCH N I � w outlet A6 �k X14, I A to dGI _ VES SINK � 1'II - - _ '"may / II - - 'e � - -\ Tb u p ,. V I " T BAR WINE46 ;EIRIG r111, IS 1 \_ /,/ I i - � / ,+1 ,Q - PAN Tw4 - u IO- - - P , R O OF I �I�. �. G - I c✓—��� SOWATER FTEN osE ale Il�.l t LIG 13 HOEEBI � - -- - Q Y V / 1 / V / _ _ - P � IT d II WAL4WINFIE 1 st:51 I ml fQ rn IF r 1 Y17! r \ e DINING ROOM ® III 0 u" I SITIYNG ROOM mF i A MID e m t f L J PULLoNEernlRs 3 GAR GARAGE 1 I I � Q Rem Q 7t-- L R w�71`. � I l MASTER �olh l �1 -- - - I �� � ' / - I (T iIX I\ / HOSE Ni a T T / rlSeoul IT I I Eye / I;I - 1ft, - _ F IFI1 ' r :� = _ L _ — - - J b I- - - - - _ _ - J aTub owlar a ,� qg 1 ` GENERAL INSTAL-Iof ov rvorEg. a a r I 2 VERIFY ALL FlMURES, RTeES, STYLES AND LOCATIONS ` F IF Fl Q I e ON 5I7E WITH OWNERS ANfj CONTRACTOR. K y�[ b LIE f 4 ',$I W L ANY DISCREPANCIES OI'1II66AL.-A OR OVERAGES i0 BE tlsj 0 ADDRESSED PRIOR TO IIySTALLAiION- r h I I :I 1 I O L3) ALL BEDROOM REGEP7/YCLE6 TO BE ON dRCFAW-T CIRCUITS, 1� 4) ALL SMOKE DETECTORS Tp BE INTERCONNECTED, 11 4 5) VERIFY POOL AND LANDSCAPE REOJIREMENTS 1 I _III '1111 W/ OWNER, CONTRACT01 IS15-0014TRACTORS. Sj TYPICAL SERVICEREOOI D. _ AMP. Electrical Flan _ 5 ` II I It i Y Rav/Morro FIG IS WINDdll INSTALLATION (METHOD A-I) r tlE4T�ER0 B Lm NI®�AM�IpD Fags t0 T12 WMK91IWikLL6TOli LwxrG am.I�o wu-Re 1ue�TN�eLwr� • 1 sWON WIa a � t 098 12 PRE ENGINEERED WD TRUSSES • 34" 0.5. � INSULATION BAFFLE Yet wonxoR F —� SEE ELEV. BATT oa BLOWN INSULATION a I III III „M �"•"�•» ®rR.'���r..LL°io n. and ROOF LAYOUT OW"ON 6TRI M AT EACH TMI!! g y � �3 FIBERGLASS TRINGLE RoovwG PELT rn A? � l/16" ObB bIIBROOF 5 i o ICINENE FOAM INSULATION r i i ELEVATIONS FOR WALL HEIGHTS ® IL p 1 E TEE g �I� N FT I 1 . I ( TOP OF FI) it {p � g METAL DRIP EDGE P � gVRp 1X3P.T. Y 44 1 I ij I /R" DRYWALLWHEN I INS FASCIA WITH ALUM. FACING ICONT. VENTED VINYL SOFFIT /3" P.T. NAILER 'Iy—My�ro GIRTAIN NAILER t esC4VH'/ CONIC, FILLED FILLED " BLOCK W/ -15 BAR DONT. I X 4 P.T. 6 WINDOWS X T P.T. ro 6.GD. CEMENTATIOUS BAND (5EE ELEVATIONS/ PRECAST "U" LINTEL FILLED W/ 1�5 COM' IN CONO. A OVER 6'-0" OPENING WIDTH AJ TINOTE:OVIERWANGRONNFRONT S AND REAR i I k ';� I a � INTERIOR vlFw r t _� ALUM FRAMED WINDOW W1 bCREEN t I I, . 9 jrW •L ut1 1 1 _ WOOD STOOL 11L Sy� 1 1 I I X 3 PS FURRING PRECAST CONIC BILL w �( I pr, s A I FOIL INEJL ON E%i B X 0 X 16 CON[. BLOCK . ill FIGJ5 WINDOW INSTALLATION (METHOD BdDALUATaa BLOCK WALLS V a'k Reeveraerum.Mv.Sn IFFOIt TO �uoroau wl9* 1 1 ,ypp '�T,jE{X M.YfIW XRIM 61aID 11wtWR '(ME. LOC VERT. ROD a ALL w 1 ' " X 4 P T BASE NAILER LOCATIONS SHOWN (W/ h5 1, '� � n.�-aww Iwedu +ure WOOD BASE }, ry� p CEMENTATIOUB STUCCO COATING OVER r 'P� 4 LONG SLAB 1 pNea� - CONCRETE BLOCK I/3" THICK II d xp= J 6 % 6 10/10 W.W,M. Ww , 6 MIL VIbOUEEN L1�1 yJ GRADE m _ — Q Q Ikl 1� 11 I I� ®..�.,a. � - �6�,. ,•�_ — — _ _ _ — _ _ — _ — _ TOP OF 6LAB _ _ _ — . — . TREATED LOHPACTED SII a 31 4 ue�' a^�'ro'°'a�mNnee CLEAN FILL 'illy er al it IP" MIN DEPTH 3� � kt I Rum I � ®••-Z�ay.usn - BELOW GRADE I p f .xem .L� m SEE FOUNDATION PLAN FOR ACTUAL SIZE AND V' QI b nuw' O In 0 y 1 � BAR REOUIREHENTS ! ! .� 3 15 111 �9 dd i FOR FOOTER T •M1 IxT , +nroruuxr ° 1 l 11 NOTE: SEE ENGINEER'S BPEGSID B AND WALL SECTIONS FOR lI STRUCTURAL REQUIREMENTS TYPICAL WALL SECTION > 15 U A CONCRETE BLOCK Q � pg� x� 1 4 I IIgNg I k I� unmRna W�� �1 � 1 I wNrwnao+a 11 -R1ORVIEW, A 0 A It lit a zt IR. 11 k LL 6 ro � pG I I I F 1i�1 �j� 'I 1111 1 i I ¢ 1111 I 1 Fl, ^ SHEET I A - 6 r S Rev/s/orrs 11 1 if _ -------- -- -_ - _ --- - 54 O -..a .. ..--- — ----------- .._..- -.__._ _.. ---!-- _ - _ ._ - -- =8 I m aI.. 15 .0 $ _a � — ppq m W� { I I I I I ELi�iw VfI ' K �� BINK SLAB -4' g o ' � goki Y ' If R EDGE W/ 1- S ROD coNr, 29 12 S I �s i I� zq'q � 8a FINa IFIFI ' --—-- =� F, € II ; � FNciffma Eoo Pt p f ifI 48' B• -Y-4• 4 B rvI ! if Ile f 1iItm s v h : d ' m v If If 4' CONG, 6LAB W/ 6X6 •10 W.W.M. 8 ` N f ON A FMIL VAPOR BARRIER 1 , ` OVER CLEAN COMPAGTEq a it TERn TETREA.m Ru �0 y /l OCPs/ t 111 ifIF •L Li I m 4 -B m BEARING NOTE, 1V, YBxwr Au IvrERIOR BEARING "s Er o : I p / EOOr�3, PADS AND RELA= L, W _ f f.� i t i p SlR1CNRE6 WItN SIROGNRAL ENGINEER. NE = LL ' S _ A z N W w V Q) e B' �: s'O" O (fl __-__ __ _ ._. - - W As ----------------- If :I I � a II �� I 4If r 4 KI o Iva o 9 V — ✓ cIT to ` L Ip^ l Q --------�� _ � G IIF : dl E _ ' -"-- I Q , 10'-4" 30 30 8 r-0n _. i n -0. � j II III � I fill d Y ! - . tI - 4 I } I SINK SLAB J" 5 2 -611 .i 3 - p` C7MD 16'-3 CLO) t B EDGEW/ 9 3 S 1- •s Roo coni if m - qF- �_ _� _ II i aIt r 10 t3� I p OF J If VVI II L:'a: iii�l xlRlEENAI A A aY t ------------------------ _ __—.__.. ._.._.__ ._. _ c W/ 33-4GHU LONG. AD i p@� � �5 RODE EA N WAY u o am N • I 30'-8° fc 1 L` l 11 -0' � O i / I 1 II {I _ III _ I 11� II 5:�:: s'-0'• SHEETI : Foundation Plan I � s - 1 I i, , i� w_.. kR I jl I Il i . AAA I. 1 i 10 -I-I/2" PL 44„ ; iala crlu COS PIL I I� oue<.o� ecr>•r � cnu waL� u I EN ABOVE Nowexw9 s ' p I I I 1I " It it „ � . e� e It y i p� , ill I BEDROOM �2 BeRh tl BEDROOM �3 _� Dom : : � �' � li 02 o e o - 10 ®3 R 1 `� I ° szoo ? IT AAW NSET B AMS ROOF nr is' RL 23 4 0IN fY {I lo' HT ti %20o wa�K-w wawKm 3 HALL ' - - - �� sAtd VIA 17 Hi II { f V g GALLERY11 V I � ' — 16 ry I ' a.i cu 10' HT ENTRY O � 15'-I-I/7 PL 113 it RE i OOOnO i rC SCREENED PORCH N d KEEPING ROOM ° I ' L i' STPo6 N I I Il� ROOF PL z N LL _ III lO' PL HT I e -5-vz' cLG PL UI AY OLS TO I$$ e� •12 FLOOR DROP Q N EAM AGOENt I IIASSARNAL CONSTRUCTION,wre. WE AR II'-5-I/2" PL LU AFpc,vt ARDS, 1L _0 ih. ISI s?, yNANDI ELEr SABA 2005 NIPS,11 NADONAI ARE A Aan AXIS FACT, tern n W4J 1 , f N • 1; mwiw.uuus, i _ 1 . ,nx 11 Rr AArA Ne 11 ODNI _ U J Q II I }}) MRSOODATIOND FOR RAD NO,ANNIS WRIESTA ANN ONE I SON � 115 PSI 12 1 eem.e„�.AEA� L- -- - - `� 10' PL NT F) NFOUDIL wd,,, ANDS. o' PL HT I w/ 2-eTEP 4i II `1 "o- ° "�"`-` TRAY GL6 TO W X I e w�. TRAY GLS TO IIS -IN �v'AIN SrAP ¢ W 7 W `m 4 xl -I-I/2 PL � - _ RANDRILITTING ROOM 10 HT 14 DKPNI PIP r I SOD,DIED, S CIO' HT . ces e A� O n D 4,11 L �� DINING ROOM I °pf c o m PIP- . CPE ,,� .PA. At r 12 � 0 MANOR STAN, _ s >�D '.' .. .x:moo'wIw.,�x. nP. - _ _ _ _ _ L- -J 3GAR GARAGE ' .Ili1 . ewe w< A"C wuquDx - -- - - - - 1 10 ROOF PL 12 11 Pt «D D.D — — . 1 � � 51,071 PL p " w � nA�"A,mARx.xo.. Or � -- LAu RY SFLOR R " d2" FLOOR DROP IAIN pArDINIONIF ANSI AN DOL WITANNI AND CONSIONA �.rm I . MA TER BE OOM ® Q` a $ ( II m �O� ov�wn� -BEAM d ; .yam „D .�,�. - _ — j se,�i�e PL HT , - em,y w/ 2-STEPISO APP 6PRIPLIFIAL ANN I-ABRADFA gy m Ow �� P - - - - -- - J 7(: a -rub to -I-Irz ' ROOF PL LL 8 -5-1/T GLG PL w +12' FLOOR DROP Roof Layout I .I 10 _1_1/2 PL �Js+ GT I�.ITI ati Plan I lan SHEET . � r A. 2 G IlIt ''� � KI ,.I PIP l � E r � p � I \ .f. w _ 1M� , ', II 1 � ' DESIGN SPECIFICA90X9' GENERAL NOTES: the AlodfitlP IrMartmum Dry Censity(ASTMD+55)L rill stall FE hea(1¢o orlon telml[e clay Memory(Blick): STRVICTIMLgIEEL t I p` Ff stab a a I{ I) �y Prefect hasten weignrM m amore with lite BUTm dsSikling Code t The scCpa of lneee IN rttlAft m sirltcturNl requremenls of[M1ls pmi¢Ct F°Ison pace . T Brick Most conform to ASTM C62, C216, or C652 Por Budding Brick Facing Brick and 1. `3tudu2l Meet shall wnfolm to AlSC5pe0ifitelione Mtksign and Fabrlme6on and Q 'O "i; lj{� r4r ` Rcadmi and the merge colliding Code Exiaenq Building (as applicable). Architectural. "Ihated, abonstll. mecnanwl (pluo rg and HVAC), waterproofing, and IO. FodiWsplay bear upa0 unliaLR d8a' or Upon A oral fill Structural fill' shall be Hollow Brick lespaiWy. Grade SN 9na.I be ul Erection do Structural Steel for Will listedoftemIonsa z 7 O ' ( fie. {Sept N : flashing q mots are not addressed theseImans. mmMdecJ to a dens t at 95%Of the Modified t Maximum P Density ' ' { .: 1f"tA'Motos m Vf [ 2 B keneer shllL tl llApproved ties spaces no more elan 16' oP ve l WeMtl nnelsha Al A3 � $ Q � I. 1 �p YI r I ' DESIGN CRNERIA: (ASTM A557)for a depth of at lead two test (2 below the Whom o'the' co ing b. Sl a ttell shapes, aisles: ASTM A53 ✓r � � y " r � )� 2. c m report YM1 Edjnamords of Los (Eng qm to wramman Poor n 416 ineith ' maL A,at I ( asapareplo mor am d all well Weoned greatef d. $ ural steel ape: ASTM ASO)) A501 6 IS 1 Wind Design Mr1lrnl 6CEFin nformance with all DrGUquTemsn[s olfrealArondeg having �unsedon overPS[yp2 of it. The full NJ not addnever Fe"allte prWonttnearth men[ tha1nftheelinelredlOgantl shall as ap acetl no more than35 oc. ark pl&EtlwM'm dSlNctwel $teel Nbllp: ASTMA5D9 , I{ $$ Basic Wind Spada'. 190 mak cc Tie connector is oacu[anq 3" t [ ce to ark earth or weather enyosed to earth Siwiew ga l rill r Wind ImCrtance II 2' Concrete net swFtoert wormer 2. g119meWrdl Meet COnnec[ons and fablcatonBshall comply set AlSC specabaPore. Ip { � Wind Expos Importance Factor to 3. Tie V t ponsble to'demean mMm@I um, sequence, an ltsme tS (:oncnete net e%Aosed to ¢alit or weather 8 hhkem Rve f shall rid he le Pk sit N . Sege Tan Ma11geof k asswas Bund E9posure'. BS,denLea BvucWre) m, g I . ,Me Salty to the all" caaurefiequence dung comry hook emRated in and rte j 'nt SM1 t t 'l" nil ibel man No22 merandebv 3. Cape shop drawings shall be plwltletl to the EnBnmrfor applwalplw tolabneatlon. ' sc Building Clas Tritton RRs tlential blacpg as to rlSwe Ne safelVof me by ltlmgantl psi pomponerR p3Rs tlurrgmllsVuclion. 12 All cont siren!"rcysteel In whore@shall � :ap-sFr.ee wan(he folbWing minimum rl8wnusha HAs Wind sea w.lnl '/.' gaNanzen roofing nate. Atljusade Crstantl ufre E '� k � l Building Type TYMVCo"swdm lengths ven9ertes shall to used a[CMUwalls. 4. Hloles required for IF mnnewa may be amide m punches. Flame-M Ways shall not E Wna BoreEardo IJP located the wee dam bah cogs The contractor shall vents all conations and aimengions at the lot site prior to Commendre #4b 21' minimum ae used. ft work #5 be 26 4. UnJ menu dtl t9 plans, a Meet angle L4x4xv4 shall pre used for 9upporr n + ' �. ! P printed 1 a Ishallb IX pm erry of me p bam 32" m tik ro openings I'n angle will not warned for arches windows where 5. F Rsena. be lnselledtothe-mugAight"vnndnion-u.C.d. 9 t : 5 The conhaccr shall suppy ICcete. ardblV 'nM MII oil aedbure sheds, bud 'ssellsupp Rg If1IgthrtM1 Ve g ods G'd' Igenthe Ae¢I angle shall € (I ++ ' J er a PIaN ,hi MO but atlas not be limited to, m to anecnea to the Wood Framing Wm3R' rY la c W S+ ryIi { k'd ' d6e'"nnaeo fq a 1eo,,n, d - ger. a SoMmal mgrmmemg pit ce g .. leaves sayers slab dowers n..g or other components as may ce 172 ReinforGd le Inf Ings shall be hem around comers Gr corner bars shall bR used. gscnbrs M l2C. . 6. Get snucwrm Steel shall snoppe[r with SSPC Pam 15(red ozae) p sooner Panto 11 14 rated aim FEMA good name anchor DEP zones. eq dt 1 cit and accommodate other wank. Wanton seehwark shall be dossed par SSPC SP 6 Tammsdal Blast Cleaning P� 14. The cod M shallp ds spaces, show Ml8te I ., necessary l upW reinforcing WOOD FRAMING: T EBS I $ rl DESIGN DEAD LOADS'. 6. All dd ''. d dORS Shown on the structural dmwngs are ctelped to le typos and steel. Supportt which bear on exposed mnGre rfaees shall have enI which eR SSPG Pant 36 (polyYl¢iM1ane)BM1GII be aPolletl as finalcoatmall ahutlursldcel O Q 3j {p) ,� M1 II Se Construed to Mealy tO any sinter stwaeIf id owners n the work except wM1ere Flask tipped ors mess steel Somfores exp had and vsd t m x the CNCWrt. . Y 11indicatedcferuse. 1. Al wort framing has been designed n.e'um 'Natronai Deguspei;Cation $ L ,1 IM Fwra: (Nasi for wood tructon; 2305 e]loo. a Fgem touch up Mler 'n&alltln where rammed m reNore anal finish. r W A' The design been dead load df 12 OF n y Tlg oade Mor ' tT R me structurald `rg (o all t wrel tle ils eM Medal me or"Wor,nall MASONRY V Ltl wmtl aabgoo q dl woodjoist, fa 5 k ng Thefloorz. Aowo"a mambars expWea mw9dfn Id m Dory, wncreta meal shall lc 9 \ d 1 a ee CSM tv a k. TME n llbe coM3c[m¢Fng Engineer f tl T s¢S of CORRI C(b¢Iwaen[nE 61rbCLUIdI @evMgi p dfi HARE ARE AND ANCHORS: y �4 �k+r r, , covering N, noted rg neema arid treated an appropriate Ptaservet suitable for h _ i#8 11j' a - P notlfee ltM O""rcoaennga minor from en a aeaumplfnns a'ry drawings pl¢pa etl byolhere prior 1 Np . rg k Ltineral aI y ( I 8. It s the o4ners Fall mnt2Mors resomibl to adaln3 II Ir nor 3 if AM nsilsmtment fir usetlonany TMA15tl tube Men alner edit 11 W hstrate 1. All Pal ng anchors Dna Wnnecmrs ndee on me sYmcy ryalawlPg9 atoll to manNxturetl LU F: Rmf_ P M s exploration of 2000b The 1. All y Asp B Masonry menls0 V alvanze nEngines, U g tl ePs meetlryq ASTMA166 GassC or A6TM 2595, CIass50. NWrate 'r6 I 1� Metal Snmgle'. 10 ce!(Ranens) ] psf named Truss) U Ig fm project t d 11 M ice - gcapacityof 20JO xf. $ilwWree ACI 530 08, and sip T [ fon Masonry S[mctures; ACI53@i1L8 heat¢ent s n6ea nee galvan'li hg 's not reglilne]. bA'Sn'pMon Strong T¢ol . aPonmetl epusl. �O' � r W if L Engineer hII Ca tfeeT ntlt orb I eedR f C la 2 All anchor Wide and thre nae Shot be in accordance with ASPM A30I or ASTM 3 { k : I. . j Concrete ori Tle. tsps! asuromorms All requirements for site preparation and sol uncommons riles In the 2. Gmul conbrm to ASTM C4T6 wrI minimum 26 rise sive sheenN of psi O P=c Y Wm in Retorts Architectural Plans kr Ree(CoaeMg open n fl 4. MrelPlaateC wwaed Woodballco ConSDut NDSaotl Nal'107) 1 len Sienese for y554, Gnaae 36 t II .. � j scs epoP shall Ce olovretl unless more stnngem requirements are spxcRlealnmese per ASTM C1015. Gmmenell benxetlbpmv tlea5lumpceNreen 6'tofl Mdel Pled Connected Wood ConshuRon (ANSI4PI1-0]) " m' Z It DESIGN LIVE LOADS: pane. 8 A411 metal cMmxWu5 and haMWdrewhAh are e'tposed Lima¢penm or in 30nbd wood c - 6r N ,' + 3. MM�anor&Wit conformto ASTM CSC and be Type Mor S. Type N mortar m Y be HI In 5ksol . Arlt scs Moral t6 resigner by me Truss ManNeclurers registered Engineer A{ft Weesum Maty lumbersnall be Type 3164inlgs Red microsczea per ASTM q J Q Flame ASS, class G or ASTM BW5 a3R Ad Exterior Babome for Off CONCRETE. S The Truce Manufacturer shall submit drop drawings and tles gn notes with l®�eretl _ d r 4. The WWmmGr shall be responsible for the res n and cstalYafen of all f Whlln9 p ,, g }[ Exterior cecks: a all pat 1 All cnncrHe workdwl be accordance win Bui cym Cotle Regdrements for 6irxtural g Engineer cealforappra+al. �sgn notes snail-nClutle me acetl l®ticapa pal of me buss 4. Alnchol atleGiv¢s shall W Ah Ep YTie SET orApyl'oT1e AT byS p 5 gTe J 5 n ry Exam 4o par(0,inn to Front Dan) 9 lonnpdws aides "edors,andm¢ manufacturers shall aprowhe[ t V Hla' gm (haat Florida Protluvi Approvapana"natal ea ar„rold rq tottre manlrtaet f 9 ce . ` { Concrete PC13t808 :p" pe T t f sit ry ICondMe;' ACI301. 1 , , + '. t` w 1 „ Garages: 60 nor 2000 lb Pont b3e) (gncreh hba Mn (eMll neem 9yso gpmapea layoutmsnallappmvehb fat on dna nsfallat Gn IIIGres shall be CleanM a almetur and bruN out pror b iniaHMion of anchor adhesive q W W 1111 ' 1 At Other 40 ort n 1 a riga mason shape m roue C W Jas , ,I ; 2. All snag nit to r u g b - mal at 28 as is x Z 4 I , t - Slabs grade f [nq , tl rnp g: Prr2500psh 1. pdU ry it (CMU) shall to AS. M fSC L60, follows Lotl �ar Ng Conned ] Jotite handing dined Gp including1 brach during lnhloatlon dhusses ROOB COVEMXG; 8 W FO so 111[ : ANoc' Stant II II a lumra: Po-3000pow Masonry C.its, normal weigh, with amnmum compresses at entna .9001 W IT To SJO empoary q WithouS ge. tO psi! Desg ted d . only all Pp3900 - g snail mmpywln tell WTCA BCGl1 the comredorsM1ellMre tiefor me design ,E� IFS qq(tAl INvt Igit WithLimited Storage coarct pet psi) 9. All rabrcataa whommaeaa aJdiedaaroJlmcGneenna shall Besecurery fastened to 1. .', apon.i Igo sea llWallatioRdln¢ rots wuenne p WV ' V L, Burrage: 30 pe!(Med sort avesW Pre v wem. m j �) EE p� r 3. Cement Shall colo t Specification! PoMaWl GEmxmm' (ASTM Cl W) 2. All cont mirNrCrg Steel 'n FBI Wall Mlap spl.cN with me following minimum thein suppmog Is or beams with meta connectors as noted In the Truss CmmustOn ii _ - Ill Ile Food: Aggregate shat CnM SPe T . . for COm,eteA t ASTMC33 lengthy y41ars W mGmim ScnetlWe. 2. A`spMltsn'nglesshaNmmoyw41n ASTMD3161 andbelnsfalleaacmdrgbthe V Less m n4:12 Wce: 20 par ` gereye a 1 Ml uRcturer s requirements { , afilsls 30 minimum 0. All gable ends a rush WNwwings cc Ideal to accordance vrm[M1e applicable doors 4'.12 slope or greeter 1609 5 Waterclean substances ub nc fol st 6f 1, tl . tel' . I6, g p6W : 30 ' shun as Shown nthe Arudulal drawings 3 � 4 material or other suC¢t es,hatale aalel t - C7ley dna fie more aneute- Filled "rine'CGncrHe dna say Rrof me mafMetlon DEFLECTION CRITERIA 1 t reinforcement nhanual,' ana the manufacturers r q remenb W , Ir a. GroutaA II nt 'ng werl cel renforcementmsL fn . 172 pu dm sMhera ls, and Duero 'n (I'.componams(ISsmatan and Pana Faersl shell to E d { 6. R b steel ASTMA015 c2ae 40 ' m Rli oandM14s ced e tudaml ImWrn pmviaed oY am¢rs. 4. 5J1ana ng sham meal means shall Wnplvwnn ASTM 514 and b3lfGta;lea attVNingb L pc �N oil 1 ur V wens: deal. All Mrogtl is nu Morin to Drelg lsard lJatitrg iCa t 4. Pw:a¢dearouts )¢n AG 53010enme WnomcourseNmadGnrvwnentll'3 ora g tue manommGmers requirement ` J 1 (' ermeFinish lria lGadl LQJD R ' f0 t;'AC 315, unless bel lea p[M1wfee on the swmural drawings exceeds 5 L'. 11. Engineered lumber LVL Parallam or LSC)Shan meet the following minimum material m ]] �4 Fo FIetiblFinish (wind Wae): 0120 g �T1A" f A IppI, I „ 11t( Toles Lees for founWtiui and slab dl mas wdll as Iecent M nt Wall 5. Beam renfome M shall Ce continuous aceta co of Nims, p LVL Cr Paralam L6L eOFficafloqs 5 TMe Hadco shall de responableblihe tleslgn entl ndagafon of all metal lashing and ey,>C"t� lite rMa� '.I h I �1 OrsLve Load LaW ' he 's awoNanw with Standard Tolenm f C 1pConsR r antl Materals;' ACI ) E=1 NO WO psI E=1550000 pa alley . tectal. E. ad v -x Lord L a L)2a0 • 11]. t lab dg y up to 12 ad of cry ll plate Fb=260001 FW2325 Al A C" 6 ✓ZiY it t Increased lkw IInee,mart he mill con dy goer wvenrg manumnfif Fo T5)psi F am . { + 6. All t b grade nubs the to x s1s data thedrawings Rv285 as All op �, v+ I < I4 :'.l s ROMs: 6 Tpop mcf ( q )vharbor. Sl bs one - r ea with 6x6 II(I y1 Live Lead D24C W141 Arilapped fi' I � nit Nry with ASTMA185, or 12 Fasten plies of 1 NVmeal . s b follows6 1is Total toad'. L1180 fD n of ntnl. [e ed tM1 2'Tro liens ILB Ycompying 2ply beem m (3) f3.131INS nails012"oe t ( { on AS. M 011 .6( ). 3ayteam th (3) f0.131A3/ I �6'N.c leach ads) $ >y +•-° 111 4ply beams end (2)rows of Simpi 6 do long SCANssdors 12 U.c. ♦O 9. SIM grade b Structure.fillwhich"It Me dean Band Tree d debris and 8 Q QZ j pl,y r other cele@rouM dare re 6tmctual fll slit be GO ficad¢a to atlensty of at 95-A of N os W a ED 00 p {Al 11. �. box Gas6 O p My ts � � T( � Ey1 i = [PPP . f 2 � IF I }, k � . ' All wndow, tlmr and salt OSSemblas shall be designed to withstand the design .d' DE it t 1�1�) pressures unacalea below And shall be installed in ac mance with the 't U - I .,,, f y 7 mrRYfaawrera legdremenea. m C„J so ora f 113 t p - It MSUICon cls F U I S n Wl r, O w u`d'a 1 r Sllrpc nM USP IP I"+-0 WIND PRESSURES ON WINDOWS, DOORS he 1 UpIIRGmadry0tM1 FBR rich uAN) Ad Jit t i, 41 ( SOFFITS (Pat) as == 4 rz go r w ) __ 722 o f nzlc 6z 3a sr n 9 ZD z . . .) . x L Plfi -Z AU% i 23c SY 17210162 M 12 0 2 9 'a Y ad AREAOFOPENINO EDGES RIP 5 INTERIOR ZONE 4 6 F51w moo P Merl f ) - of }�y? v 721 we on, p_ 1 11 g of- bur S ( LL OTGZ 610 48 1 ,nthd bl P e r rn V-' L jai' J6 a L ) (Slit 1X 506 , mmo)and T all(0m ) c H, N aj1• fl ( 3 GBG / 1 N 3an { r H16A r n ( (5)C ¢ 2 l ! i x n M6T IZ L Y 6PFl lfi _ : 9 5 e H3 -� I too 11 1 if hers mo, LAP�ofs Ha L 6 L 1 ( 103 Era _ x grey 1akp16P ) { He d6+P U 1 " n a nmtot. ore Aril ) v, � ° f or or Nle : PHoa rX4g FHo85sv% tai rectal a z 1Mam p d 11 I Y p t�j rYPIULEDGEBWIP(S) HDVB P1 WRp{MPFI LRd 3 SW (sETenmymy E K •" m SI I � a =zo- "E LL =. 1 IlulI ' _ Man d F zd. hTwz4« cosh ) lfiv z ) sea of HTa3 sf ary civil ) t : CAL NTERIORZEN1(4) X1wM1 aHNJMID f J fO Y i_ _ _ C d do f 1 o V' > m €' 1 r ILL uffm HI bul H74vis 114 a 364 9 F f18 0162 V, d6 R 1 2 0 0 t T O R 12 >4 cSPor6P8FlP ) Q80162 TI'te Wed commis and cmbod Sohl $ F y t c' T's it + tf 1 f I A H tl N 3 W 2 � )a ) (cable 3 121 MS7A24 8 our PI1465(S FI (9) 1 )Rod R, { N MST M24 META 7224 (6) z Than ) SCALE" 1 _...Oil srAm am. ee re - n Yi - 7 -0" (L O.N.) - rn EI n" 6TAx ( SRFI ( ) 11 anch n Ism( r, we 1 `z DO NOT SCALE ,'�� M MBe MSAI 1 nmsPF) 1 ) re _ e THIS DRAWING t )m x 2P Titan into EMU T 3 9 mz ¢ Dors )a60(sIN (8)N. a 1 e 1 RELEASED l I 1 ATE: 1 11' 2 III . 1[ �. MSMm m Mw_ e'ss( ( h k se N% 1 TO 7tWn,AcwU N t v �� / = PAS TA51 Be655Yp 6PF) (21,10f1 2 2X ( ) embed c D&21 12 say _ 6 O SINS Solt at try8 1 Y a . r 1� 39P T6 _ 3SO6YP SP )_ f00LS ry c ' } t F 7 5H014 iD14 q Man more duty V T r x##§ _ _ 1 1 z3 < 1J ashes _ A 1 a l { Notes as as I All an J f :. 1 Y � I , dr . ., ge mersmmrem mnOre.,unrym.d fork,N a bond Ynd memm. us rsworo - - � �� � �U • NDBMF 0 nt DRAW 4 I PF pM P CHECKE FSS , r. .._ EEY7EWEDFORCODECpMPLL1NCE a SHEET Ir CPPY : OFAT1g IC/EACH . SERP9RhNT5PoRADDITWNAL 11EQTJIRHbfEN1S AImCOND1TION8: t f, s S 1 F I L 1 7 IF I� ��I4 a r 66'8' _. p mo w I LI ,a � -i aCIVIC- rn• aCx VITT 2-Or u, I, �, ll - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - _ _ _ _ _ _ u d an d a, d i F Luh y E N t U — — — — — — — — — — — — — — w C Lu y J b L — F B � Z N 1 ( lO �p rill, Lu p ,pI "d rz V v I . 4 sU., CC J � k � I I ¢ I tiers ITS. 1 ,a,e. s.e _t = ,a4 CC I a w L — _ J 'I -- Z N F CONTROLJOwT n 1s.r — _ — _ N s O O 'E' 9 IL ➢ VIII — J 1 I PPP 1 ,.SI ISIIw�u v rk , — m o Z W Ce Irill C o Q ---- - _ _ _ _—_— }, -- ----- Ii I _«- -- I F -H ci 117. I � ® may 66. 11, s OR J c I I �( � � � I� •' 661 50.1 50.1 b L I I CONTROLJOINT ry m s w _ _ _ _ ,_ _ _ _ CR Na — — — r or J B _ �� L_ r I _� E g• I, � it w : y - LI - - m z 1 COHDRETESIFB WIiH 6a6 W14zN 1NWFLR FIBERMf6H OVER ��— .. `< 6WL VAPOR BARRIERCOVERING LLEIN,COMPALi iREAIED FILL. it I �II SEE (2)45EACH SEHI cuI � ! I sff DEaAICE•Ury so-, 8 0 m I24'x PPx14•PAO EDUnuc 4LX WITH�tl6 EACH WAY(TYPICAL) 6 > W �L A sEFDErAIL PDN so-, 8°'� z rc kd ! II wt m Z. z , 6 cUrvrpUG6UwT- 7 z ¢ z Ju rl Y ID T - 4 4` ? ,s•s• 1 Ei. _ uk e'rsk ,6a g � � f E - wCj CE A !( II Il� rl�� II �'• � � ---- --- - - -- - - - — w � ' I ISI -I F IIS _ 46'g_ I ji - - - - — _ ly P—' + — e ---- --- W h ---- - � xC CO L— Alls h� sD4 III L _ 11 NOTE ! _ - II SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) p 29 DR s II SHALL BE CUT AS BOON AS THE CONCRETE HAS 31 d p , sw sw so4 1 HARDENED ENOUGH NOT TO BE DAMAGED DURING THE - e _ m w I 4 4* � 11 11 ',I CUTTING PROCESS. w N p r 4, III (TYPICALLY ( 4 HOURS IN WARM WEATHER)Iry o z d m $ _con]Rw>4wur _ I"" DEEP xY" WIDE SAW a 0 > a o ' I I ) I ' T T III 4 FILLCUTWITHCUT AT ELASTROMERICLLER LOCATIONS T 'a o I : -- FILLER M , I _ _ - - - - - - m Cj E 30ALE. -+' Y4"- III (U.O.N ) 11 i , DO NOT SCALE 4 F li 'Alf THIS DRAWING ro $F m e § g RELEASE DATE'. 91 (Q R - - - - - - - - - - — - - - - - - - - - - - - - - - - - os-zl- z 4" CONCRETE BLAB m r — I , 1 r .J I AS NOTED = REVISIONS I DETAIL - CONTRACTION JOINT � - � � ICE 9'Y ,L• 167 ' ` - -'--- - -- --- '�- rr CONTRACTOR SHALL VERIFY ALL DIMENSIONS L __- ---- - --- ----- J _ _ _ _ zrxz4 xlTPADEOOneG USING FINAL APPROVED FLOOR PLAN PRIOR DRAWNBY' Li- - - - - - - - - - - - - - - - - - - - - - - - - - - WITH (2)W6 EACH WAY"PILI TO CONSTRUCTION 4 CMF _ - - _'i. SEEDETA)L-PONso-, _ o _ CHECKEDBY: P d To EBB F • tlL r P' ACE _ ,1'V 94 _ _ XC- 2-V a SHEET d• I IT Id " FOUNDATION PLAN ////�� PJ — — -- I ILi'h �i�T t , jt L 1 , I 1741f 1 M NOTES I, W If H ) 1)LLFIRSTFLOOR EXTERIOR WAL155HALLBE UOrEDOF 8-CM1NWI`N 1 1 III j Ijl Ni HANGER WITH— it 45 vERrICALxEIN SCRLEMENTOPS 'OC IN6TP1 Ai FAGI610E OF ALL �(` lIN ` OPENINGS,AND rtyMrgLLEO AT EACH CORNEA EXIERIORWALLPLATE , a �) 1 (A)Y4 x 2°�'TITEN SCREWS HEIGHTS SHALL BE g uPrA INOR DE. laY; It f _ _ _ _ _ _ B a a S e (SEE SHEErssaz quo soa FIXt DETAILS) Q W �` �• I, Ie III I t. TH2 4' " 144 h U 11 III I,I zI . SPF NO2 STUITTMO.c FORRPUGE HEIGHTSUProE1a1M�uON. Ft 1 THE,FYET FLOOR ACLS s FON X4 kli 1 11� 1 III D 6 iNEFIRBi FL00R LYSKIORWALLRNIBH IB'BNIILE' 910000 -WON OFnrvrvAnunorvsQIIIIIII, C3 Lu IN kIS nm cLENTCEus J.M IAwacervrCELIsFE ISFE 0 k Jt'4rl1 � III - VERDCNTCE 0. CMU COUSIN WITH 4 VERTROLL It l, ITh - - - IINSTALLL BA K ME o DSOLUMN NITO ANCHOR aPaFam� mi Lu1 101i TATS Is aONSOR)Ild III �PosT MIN (SEE m I ir' + t uj it 9L III I - I u11 P f �' x IIII � I li III _J I X111 � J1 Y 1 7 4 11 1111 ;ifq ( x111 IN Y, 1z' IC"CAN COLUMN ATH l III € p o q (2),QVERT&ALREINFORGEMENT III _.. III o� INSTALL PACS EMBEDDED STRAP AT TOP OF At III a f� COLUMN TO ANCHOR WOW CAN � � I, (SET DETAL•aory soSl III III 1 m � � E ul (2)2aP�TLNP " - f6l MPLA ) vos�M VP �° `� - - a ��JJ vl lit III �:aF xESA C, 1 I,I THIS OPEN PORCH (JEWND REamREen III I� 0 }' Ili MINIMUM SHEATHING.FASTEN WITHIII B VER➢CASIN 5 /�! Z = IS COM OR BOX NAILS ON EDGES ADJACENTCE G AT NO �..L� V i ' Z AND 12-0 c. IN THE HH➢. III & III 3 TO SO L :1 1 .I p III III � � > w _ 1i 4� 1. 1 n 1, 'PICJy brw, tl Y0y I, .. 'rte d � � F 1k Dt INE PLO i w _ fif I ,I W eIII o Ic US ' 4l' III f II IIII M / III , vwncASIN _ DO � m COMBINED III ADJACENT CELS +. - US I a ,41 I' _. III �JHL G,�i2 — HLI– /Ni, Y: ' III __.... — – _ — w ,FF w s IIS _ �e ti V BE a – / p t . /-- GEN 'ea•PLATE II j IT m w o w 1 ,�4 III k m � uA - , yIN lrUgql 1t IF xz ✓�'lypGO FILL Py ( IIa .I, xuwlL HArvGERwITx t 1 . 1121Y"x2i'iITENSCREWS PLO • ._VEgncASIN s III III Ao.wcENr crus r �u L OR e .^o I = d mI'm e a r w r NNLN, BH DER > sAN w v ix VERICALSIN a o �' a F WINAmACENroEas $ H \ N x t A IS 1 r ' P)C4MITTUP III o:.. T vwncALU IN �. m < III VERTICALSS IN 84 ADJACENT CELLS Posr MIN) TIL... ` �rsl za+BwLTWP B ILPLAI -8N4`PLATE - AmACE,rcEus CONCRETE MASONRY LINTEL LEGEND: SCALE L ,A1 HNNI -� III POST MIND B RAGE DOOR SHALL 6E RATED FORA RAGE DOORSMNLBEM ED FIXU DO NOT SCALE MINIMUM DESIGN PRESSURE OF MINIMUM DESIGN PRESSU OF ! �.,�'(+ � �SILI J ])2x10 PORCH IIIc LINTELS OVER MASONRY OPENINGS SHALL BE PRECAST CONCRETE THIS DRAWING p / I .F _ _ BEAM LNPICALj _ _ _ B IBS PII _1L P612 'CASTCRETEN'OR EQUAL ALTERNATE 'POWERS STEEP LINTELS MAY V S5 A a III -- -- — BEVBED-NON) v RELEASE DATE: 'S �TuS ' t eIII DF21-12 el III III IrlmcGRCH _ A I2F1s1e- = REVISIONS: n1 III HUC410HANGERW9H BEAM LMgI A A (SEEDETAL'Mory So-21 t ry'< Iw'+ ® O ALTERNATE 'POWERS STEEL'MODEL ALSO Bl" ,f 4 IIA%TX2O-TTLU SCREWS I! -- JA A ' III - vERncnlS IN ;y ADJACENr ILLS 1! 11� II Eta 1 Awacenrceus -NII VERTICAL$IN ® CHILE(SEEDETNIL"MLHSED R LE NTERNATE'POWER65TEEL'MWELBP5258GI1 L V HVWIDITEN SOWRH ' 8-x16-BLOCK MINIMUM B I ) 1 EF 112 )' 2i'iITEN 60REW3 U v 1 1115 4T" TOO NOT CUT DOWN BLOCK) WOOD FRAMED HEADERLEGEND: —xmE: DENOTES BOB DFSI Ii B B EACH EXTERIOR POST SHALL BE TREATED OF HEADER DRAWN BY; Q $ ' SA POST ON ABDaa.0 PAST BASE STIRAP (22x_HEADER c CME y POST TO EACH BEAM ABOVE WITH HI CLIP. C K +.,y IN4TYPICALALLPOSTS-IUG.N) CHECKED BY: (p SEE DETAIL IN'ON SHEET BOX DENOTES OUANTIfl ENOTESWANTIN w FSS 3 " AT OF CRIPPLES OF KING SNUB S CAN a SHEET. gu� t h ALL RICHARD LOAD BEARIHGHEADERG SHPLL 9 MINIMUM • hw i 'j tFNS WALL LAYOUT (2) 2x6 NO2 OR BETFERSYP. INSTALL MINIMUM(I)GWPPLE AND S11111113/ � y (1 KIND STUD AT EACH HEADER DGN) THREADED ROD LEGEND: a ? o ,all %'THREADED ROD FROM FOUNDATION rOOCU&E z PUTE{4'MINIMOM EMBEDMENT RE011WE0) & 0 g N FOUNDATION TO OMER FLUOR 2 ILfr{, 00i PLATE NI MINIMUM EMBEDMENT REQUIRED) 'W U ❑ 34-THREADED ROD FROM Yi rM . d . O = HOEDOWN (AS NOTED INSTALLED ATSU.PATE Ir 9 1 r + IS TOODWB�LE PLATE iAFRAID INSTALLED AT 61LLPIAlE.LWPIIs i r MINIMUM WORM TO HOEDOWN WJLHCRANDLONIINUE (n i t r F = HOEDOWN (AS NOTED) INSTALLED AT BILL PLATE.COUPLE 1 1 LV III MINIMUM FL OR DTO OUBLE ANCHOR AND COVTwuF W TO UPPER FLOOR 000BLEPLATE PBOVE. > ce THRFADEDROUASSEMBLY FE NUT a z.M^WASHER 2 r , _ SECOND FLOOR 60LE PATE III —rtooasHN,THINL £- U U I1ll a l FLOOR JOIST NOTED) LL { I ' III III . FIRST BOOR DOUBLE PLATE £ 0 Lu 0 Lu t) 1 p`pi� DETAIL OF ROD THROUGH FLOOR SYSTEM a Q Z Y J,lp4� IS o rW a T,k Ih,l { , NaOTBHER r� RNATE'sIMPSON LesX smTreO w�xepwnn 1-FENDER +Dm �aLu WASHER DOUBLE PLATE Q � Y . IIIIII 0 ZD HESDa aDNoxl _Sm LED rRODS 0C MAX IF CENTER ROD vTxm DOUBLE PLATE ¢�OPTIONAL IRREADEDCWPLmO (MINIMUM HOFTHREADIB FOR EACH ROD, dFFIINUT WITH YxYd WASHER h' III III 6ILLPlAIE " O kkk � . ensso INTO sueDRwonrva k III CENTER ROD WITHIN SILL PLATE imp '•• f. 11 jr! ... � I93b ` NOTE'. It H 11NN0. HOLE SHALL BDEDwRIO KI- LAU it LAURIE AND BRUSHED OFF PRIOR 41AS r TOINSTANATIONOFADHESNE. 5 ` 4 IIII II --MINNTINTO corvCRETE(DRASNOrFn) g 0� .QQ� r v o ED g i III III THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE : $ P W � > w , t m W — 0 O g z = O <' � 8 NINE, IIF p IIIs .M•WASHER ,�•ve$'TITENHORODCOUPLER F� 1 ' . . w /i 0 LLy r NOW Y III r 0 AD MITSiz , _ / FIC ILL! B f ATTRUSSm W U F Z T, �I a II �. It, ill m c,>d2 _ —. 1iL _ IIS — TF A� ar r TI r, I� __ — — II 4 L CS �. 1 Mr'. ,z IISO oc AN% it W � kA III ATIRUSS - -- � ` THREADED ROD ASSEMBLY ANCHORAGE OPTIONS J �, I ,.IiI fll III I�i�y ),� 1 III .Roos®aoc.IMAx NUT W s z ` _ _ _ _ _ Y6 {. �: 9 _ ? p - 6WN LBPSSi PSOSLOIIED WASHER DO LL ,lA " ❑ —1 MTWASHER n rwiEn6eD aoD NnN) S i P T dlof ALTERNATE WASHER DETAIL — i? a a I ' CE I J � � �� I II A a + , e m LN� { n > 8 v on ii tlDSPIill N ' 6 b i 11, i Ir 1 III SCALE: LL L tI ' � , y 10' (111 II �p 00NOT SCALE THI �I -- --- --- _ — S ATE ;I g RELEASE D SE y III Ofi-21-12 -02 II REVISIONS. I c w EF L iN L A NOTE BPOET SHALL E 4A POST ABzPOST BASHOP PO6TTOEACH BERNMAaOVEWIDTHI6zc uP_ yT L - TYPICALALLPOSTS . gE DRAWN B sEEDsrAlLv-ONSHEETSD6 CMFAkrA CHECKED BY: FSS ;6 THREADED ROD LAYOUT SHEET r , S -4 [p �WEii { I I.. a rl ¢ o F Z LL � I II III ! 'I J721p 14 m > 1 { rl F4 LL �I J22 € IS 1 j 0 z111 i J13111 _ ._ ._—_. G7 - V V -_- E1 o J w l rI ilii I@ G _ 111 III _ G3 F I _Ea_ cs � , V Q G6 PH LL W W 1 III - n J11 g Y LF I k -- Lu MrG12 o a T , •a 1 ul ATTRD65 J12_lu v rU � III 9 a I� I5 . I ' III Ip8 III m 711 U a 1, 4 ul Y Wl to _ IDS P K4 K2 �a TRUSSCOPAII D6 P TRUSS I0 LEFT IrvrFnxlEDurE RICHT _ ^` �: Ul HETA16 - y -' H< HA'GER (2)MT512 & 1 (2)MTSIY c 191 : , t III - _ _ _. � a s — _ ATiRU55 _ K6 Mr812 ET 411 MTTR II ALL OTHER r10U5SES-%000 H25T H25T H25T AS kO ATBV6B L �' ALLDiHERTR41S5ES-OU HETA16 HETA16 HETA16 NOTE `a 2 �J Y� 41 11 II I r III QALL TRUSS LOMNEOIDRSAREBASES ON O p NS ' UPLIFTS COMPUTED BY ENGINEER OF RECORD. 8 F- z H2 UPLIFT VALUES IN USS ENGINEERING DOCUMENTS $ > w I . . III D5 _ SHALLBEmsR .. W o = E4 - 2)ME TRUSS IANWT®ANOx BERINGBYSTEM Z I z j 1 _ _._ E3 __ �2 9xDwN sxnLL erE usmsvm MCAUEromrsER cx � pt{tt + _ _ t � - 00 NET VARY IFT rH16 LAYOUTS1 1�RIEq v' r� Q z E ENGINEER OF RECORD AN0Al1G^ ! ' lO ¢ US 7{ I I III P I J24 CON TRACTOR g 1��/ ED CC AR f I — E2 _ - �• —.�. __ c. -� — _ - 2 X 21Tauss CONNECTORS sxAuec ns - `° Icy 4 MTsi AsusTEU. OO X�1111 vj FIT ,1444 I . rlAuss 22 H(OT SUBSTINIE WITHWiIPPlC4i` `u r l LL s y III E7 1 __._ _ — — _ — ___.. 'h APPRGVALOFTHIE ExcwEEROFIiECGRD F'11 F z OIT 7i�EL Ni D' ZC - a _ a 1 - I III I qj J1a _ J21 � III - I i y co II 6 o LUm I ( _ I 7 III I a d LULL mm J11 III P4 a �1A1 J m p F+d Y z U7 y a I a � LL TILL If a A14 J7 m ' � ) . ,�: t 31 Hi A16 Ala =� J2 PI ( Y{ II a — G - m � I wLL " II} i o� III Al f t > S w k rI 2 .- 4 I ) {{ y a m ,12 999 n F o A = I m n` LL y " 1 J16 - _ III 'L. A7 A6 . I } -e.' _ 41 . &� A, III Ba J13A SCALE EN-0'p (U.O.1i + = = r � I z I III — m 0 DROT AWING B2 THIS DRAWING RELEASE DATE: I J] B7 II J6 REVISIONS. 12 _ - I- - - - L - m T ' J14 Jv ISI ,3 J,6 J,2 S g #§ DRAWN BCMF � I G {{ qT = CHECKED B k A r S # w FSS BHEET: 1 IT ROOF TRUSS; LAYOUT - I I I l Evil m. 1 I I I 1 - BRICK AND WITH PAIR SPACE PNp WDLL➢ES m p I - -BWOKVE IMiH ENSCONCE 1 1S PNp WALLLES➢E8. I` hill x 17 VERTICAL REINFORCEMENTAS I ( NOTED ON WALL LAYOUT , VERTICAL REINFORCEMENTAs ' CONT FLPSHING,PROVIDE WEEP NOTED ON WAR AVW p CI HOIE$®55'OC. (1)9 DOWEL AT VERHI F f y GROUT AIR SPAC E BELOW FLASHING REINFORCEMENTLOCATICNS i VERTICAL REINFORCEREENTAS g l - ,-N CMU WALL(SEE TYPICAL CONI FUSHIHG',PRWITpE ' ' WALL SECTION I HOLES ORIES NEEP r4"CONCRETE SUB WITH AEG IT /-(1)AS DOWEL AT IT N PLED ON WALLLAYOUT 5 F p . 4'CONCREiE51AB WRH 6;5 'Y- GRWi@FIR AIRSPACE BfILyW FLASHING W11a11 WWF OR FIBERMESH -& SIDOB EGL IU ON. / / 4 ( T - HOOKS-INTOSI .9 t AS IPATE 1 REINFORCEMENTLWR4TWN5 E I 5 L W14vL4 WWF ORfIBERMESH - i" B'CMU WNL(SEE TYPICAL( g B'CMU WALL (SEEIYPICAL SECIICN / 1 WALL sfcnoNl FIXt ArvcnoPA ) W rvALLSECTONl 11 . 11 A 1 ), , . •. rcorvcRETE SIPS)MIF /j'Ail j-OUR9HEGBE IES € Lu VAPOR BARRIERovER TREATED Ellm LWIpE X65 /r �y ,-CURB HEIGHT VARIES I , ev �;,, r AND COMPACTED FILL '- WIIx14�MYFOR RBEFry/ESN V ;.v VAPOR HAPPEN OVER 4-CONCRETE SIABWITHW6 �// CONCRETE WITH66 4-CONCRETE SUBWIFIH Sv6 bi �j F i '(RACE MGCCNT. i AB NOTED / �rREATEDMDCOMPACTEO RLL t ri W14x14WWFORRBERMESH _ / 1 WIASIAWWF FIBERMESH W14x14)NWFCRFIBEIRNESH € L ••. 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(S --2x_STWS@I6'GL.ILIE RHOI EINFOR INTO FOOTING) NS 4'CONCRETE SOL ORFO NDE I CHUWALLOFWTINGI w14xIAwwFua RBERMEsx =HM REVISIONS: €S T W14r1,d WWF Ofl FIBERMESH - 6'OMU WALL(SEENPICAL -2rEE TREATED SILL PUCE pr WALL SECTION) FORANH BEST PILALWALLSECTION WALL WALL ISEEMICAL SOL 414 WAR ORPB13 RMES SII ! GRADE - \ ��\AND�OMPACTEDFILL WFATED GRADE- - 1E ONLREIESLPB WIINBWM W v14 GWFORIFIBERMESN 4-CONCRETE FlBERMESH %'\ \T ANOLCMPACTEOFILL -CURBHEIGHTVARIESERMESH 9 ,IIS ^ F 4'CONCRETE SIPBY'l 6x5 4-CONCRETE STAB WITH 6W / / VAFORBARRIEROVERTHEATED �, \ \, -� -- wL4.0 ME OR FIBERMEMH / ' <(1)AS COST EC � 'ECCMUSTEMWALL WITHEY5 GRADE \ \ \ \ ;T �� T___ \ T, D EL @ VETO G AND IN EACH CORNER , - d. \ \' S'CMU STEMWALL WITH 111p4®d6'C.C. '/ W FILL CELL SOLID AT EACH DOWEL / § \ pN/ \ r <.\.:d\ANOIN EACH CORNER \ \/T\/.^' HOOKSEEMS B' INTO FOOTING. - \USF/ T rG `/, T/ ?I l Yiy ✓ § \ , C \TY\' FILL CELL$OLIO AT EPCHp40.EBAR. "\'\, ^ \/ VAPOR BARRIEROVER WEPTEO I: t i I • f r / %' j. PNDCOMPACTEDFILL ' Yp. \ "'Y\ "' VPPORBAPNER OVER v�TREAWTBAMEMBECOMPACTED FILL b \ \ / O �fi AND COMPACTED FILL DRAWN BY y ED AND A ' � / VAPOR BARRIER OVER xnEATED A, A - J/ /� A, .✓1- NOJKREBARi6'INrOPORCH SIAe AND CMF 6 /.' �'Y 6-INTO FOOTING �QfASOFT TREATED AND COMPACTED RLL s II ;ur " �' -/ CHECKED BY id ITT (2J45CONT 1-0' ONESTORV 2 id' ONESTORY id" ONESTORY 149CONT. 1a - Two sToav-IBIAScanr _ -1 IASCONT. _ _ (R OCONT.- ,5 FSS T.P i(WOSTORY- 6)%6CONr. 1E" TWOSTORY.R VCONT 14' rnosroav 51%S LONi. Pa R)A+`i CGNT p. 1 d SHEET. SECTION - STEMWALL AT GARAGE SECTION - MONOLITHICATGARAGE SECTION - INTE,RIORBEARING (WOOD FRAMED) SECTION - INTERIORBEARING (CMUWALLI M SECTION - PORCIHSTEMWALL WITH BRICK Q SECTION - NON-BEARINGSTEPDOWN S � - 1 , I`I p n v I ^ RI� 'fiH lik, 501 NOTE'. 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Q Z \ DETAIL - TYPICAL ARCH TOP OPENING DETAIL - TYPICAL GARAGE DOOR BUCK z U A YS c' NIx . J . E a 8 O a 1. I REINFORCEMENT RIEQUIREO AT EACH _. GROUTED CELL WITH SIDE OF ALL OPENINGS ��BOND BFPM TM vfanWLArOC1irvER - - W �y mg WI TYPILALBx0xi6CMW ! MINIMUM 0'FAR IN LEMWi NENi � ` CUT BLOCKS AT AM iO FABRICATE CORNER 8 W YW- 19 !, _ BOND BEAM RONF I [' < ya O .Y _� -� ` // (TOMS VERiIGALIN/� / L •t� I I a I y w d I B'DEEP BOND BEAM REQUIRED E , BENEATH ' -11)%6 CONi_IN Wy O 1 _ - FIELD CUT CORNER aINSTALL PRIEFFABRICATED HORIZONTAL REEFINGS. REQUIRED TO AINTAIENTWHERA ` OOPICAL) MFWNOALION 24'MWIMIIM MOTE'. FEE \ MINIMUM IS' lAP TYPICAL 45'GCftNER UIWITNSTAa FOR NOMIAL NAL OP NTNG WIENT THS OFREORLED SPACIRED i0 MA1rviAIN 4B'PGMA% (iYPICAy ( 1 PIORNERBARMAYBE FOR NOMINAL OPENING WIDTHS OF48'ORLE55 SPACING - $UBSTRUTEDWPH NOTE. (1)AS VERTICAL IN FILLED CELL S ^� OR WHERE WINO RESISiANP PRECAST WINDOW MINIMUM 25LAPIN EITHER CONDITION IS ACCEPTABLE 3 1 ` ! SILLS BY LASTLRETEb7 ARE USED.(JON) \ ` (1 p6 CONT. IN RLM'DBF4M o �. ( / RAW 01REC110N I i PRE-FABRICATED CORNER DETAIL - TYPICALWALLCONDITIONS CMU WALL SECTION - TYPICAL CMU CO M � a � RMER DETAIL - TYPICAL 450 CORNER BLOCK WORK € a T I€ Y 501 sDz so-z 7 � 2 3 .� —3x4 SWBLOCKING REWIRED BETWEEN O -"�•�0�� -S� N EAGWIEH a •Y k ,l `3 # P �l. 1 LAST-CONT ERAKED nEB CONCRETE SHE HOLES Z >1 I (2 pA CONI'. RACE COVERING BV On1EAs 2 NI Ix —ROOF 1) ALLPRECASTBE MANUFACTURED BY OR ENGINEER TRUSS(By OTHERS) ( ( d O OZ .� 1 (MINIMJM 4'CLEARANCEOVER STEPPED ` WALL] - 3x4sYPLCCI(CUisQW'AC. APPROVED EQUAL - -(SEETR TRUSS ROJFiRU55E5 8 W ~ D (sEEiRUSS LOJN1.ECilAN SCHEDUL �CCQNICE OETAR $ W ¢ ; w L _. SEALANT AT BOTH FACES / 0 REFER TO ESIGNATI NiF11£GENO'ON E1 TM N STANDARDIHWK H -- Hi SAZ CLIP AT EACH LOOKOUT WALL LAYOUT TV OETE RW ER CASiLRETE SEp1Ii to (BVD ER5 g O wwU' 1 Y . I Ls NEOPRENE JOINT MATERIAL pT y, = Z Z . INsiALLEDNLLHEIGIITOF WALL _ r --2&TREATED LEDGER ATTACHED TO GYPSUM SOAKER wa F' - ❑ � . . O . 0 SCTIE BEAM Yv'v3%"TAPCON �. -U'NFHLBOITIIGRWiIXt JI . / CMV -......-.- -P21100 N)SVP%2iD0UBTf PULE _. . T �IS Q 3w M TO SCREWS 29"O C. FIELD PLACED - @ v CAST-IH PLACE MKEDTIEBEAM WITH ANSI OF 45 BREAK AT iQ - GROUT WALLSNDS& REFOC.- JRN.(sEEWAll ILWXC) ( a Ow pv4 " e 41F �I� u `ei OR'Vn'RAiE05NEAWING, E%P[SURE -$HINGLEROOF Z ±, (11A4CCNT. BOTTOM OF LINiELCAVIry w � -M5 FIELD ADDED 1 \ .;_+'RATED PLYWWOSHEATHINGE%POSUftIE w Q I FILLED CELL WITH VERTICAL (MI NIMU M 4'GLEARAN LE OVER STEPPED GYPSUM BOPAfR I.TILERWF - _ A RJUNFCPCEMENTATUCN , .a „: BOIIOM OF - L - FASTEN WITH 011J X2 Ys'RING SNAKE �§' U F- CMU WALQ - � LIMELCAVIN SIDE OF JOINT 8F16-1B/1T �l NAIIS®B'OC.ON EDGES AND INTERMEDIAT€-SUPPORTS. " - ~ 7 lI,1 4 "1 l' NOTE. -- 14J If 'WIDEGAP IN ROCKS - _ _ _ _ _ _ _O SECTION MANIMUMEX OOKOU/NOTEEBFAM BETWEEN WIDmJ '.OUANTITVOFN5 ]'Be'ACNA1 PRECAST LINTEL THREADED R "WI DTH jryREMED ROIRYWi)iAICONASSEMBLYAL ON \\ ,- LOU C { MAXIMUM n sPACEALLCWABLE - - GYPSUM BOARD w MORTARBNS AND HORIZONTALUOINT REINFORCEMENT SHALL BE ELEVATION HEIGHT I REBAR AT TOP STOP PED AT EACH SIDE OF CONTROL JOINT2v1IiFArEO`s+YPSILL PUIE EMS ENDED WNNCOLOR AT EACH WU55 /'^�r!J, Lim � tl 1 TYPE DESIIGNATION TYPICAL LINTEL SECTION (SEE TRUSS WNNECilON SCHEDULE 1� O Of i — NO BRE CMU BOND BEAM WITH Ip#5 CORE,-GROUTED SOLID ry as 3 - (u.ONI 8 W u !{ �E DETAIL - TYPICAL CMU CONTROL JOINT DETAIL - VAULTED CMU WALL GABLE END TYPICAL DESIGNATIONS FOR PRECAST LINTELS SECTION - TYPICAL INTERIOR BEARING WALL rW^ x Ir n ;) ri I so-z soz soTH15 DETAIL ONLYAPPLIES TO W/000 FRAMED WALLS FORTromALLEDBER —sEEemucTuftAL DRAwTNas w J e 11 I� 9 f. I y RWFCOVERING(OOTHERS) rOCRATEDSNRD.IFLOORQBGISHEATHING 9 1 GLUED®DNA IL ED.FASTENWITHLD IN W'flING r ROOFMal SHANK A'O.C. ON EDGES AND LAND.IN ME ! \\ \ GBCOOP121 REQUIRED AT BRACE � CIXiNICEDETNL Y Iy) / -� rvore �' L _FiJOIsr ALL MEMBERS SHALL BE As SYR (BV OTHERS) 6 / ` V NAILBRACETOBLDCKINGWITIIISIBI51vYA' IN 30131434IDENNLSATEACHLIXMWT � I c / ! ' T „BLOCKING BETWEEN IRUSSESWHn OooP enoaOOFTRU99 '� � - tt %T I 4 hl 1 i —MlsftucfO STRaP / __ A RATED snEArnlNc - 29 BLOCKING REWIRED BETWEEN - , .. B 6 r J0.131^xJY'NAIIS EACH END a F 6 I { OTO BE ABANDONED) NAIL MUSS BOTTOM CHORD TO BILL PATE KWTs WLu €' �I ( - I . -RWFsnEATnwGlAsrvoTED1 - :. o — o �. ROOF TRUSS NY OTHERS) _ WIiH0131"x 3Y'HCGNAILS®6a C. / - - 2x_BPAGEMFTEA _ _ - m MIST LESS PLATE MUSS z41DC Ar • �� w m t N , ' 'IYCsrery wlTHa+ , PWIIREI SIYNCLERWF8 / RATES BHEATHINO EXaK (sEEiABIE) A FASGA BYOTHERS 0..A^ SHEATHING,EXPOSURE LnLER00F` GYPSUMBCMOT - x8'ANCHOR BCLi(AIA"AC WITNSx R- N NAILS 60L.ON 2'Yd RING SHM'K\ / WASHERTHROUGHM TEDLVB PJTE �j 2x4 LOCKOUTS 4FOC. ® cDGES AND INTERMEDIATE PPoRIS Y CL IT", - UPLIFT IIbs) REpUIRED CONNECTOR A< II@ wte cmu eorvo BEAM wITHIrJcorvuoftaw -0.j . UPTOW (1)MTSM16 Ay Q Ay � � � \ LOOKO oR EQUALATEncHGYPSU BOARD 1 )\A LCOKWi BOTTOM-GROUTED BWD LCON,)p E{ BB1 . Isla (2)MTSM16 I �� T \ ` EMBEDDED CONNERTON AT EACH TRUSS g SCALE$� I CMU CONDITION � �� \ III - GABLE END TRUSS(DROP GABLE) (SEE iRUSSCONNLxTICN BCHEWIE) j ��BY ABROAD WITH REINFORCEMENT IN OFOUd'FD DELIS N.T.S. -(O.O.N.) OVER 1010 CONTACT ENGINEER \ gONOIEO `d. IT, - - II II S II `—axe cmu eoxD BENIN WITH ryl xS corvT.AROui IDlu oup t DO NOT SCALE 2a BRAcesaaceDO49^o c.urvLEss •_8fWUWAUWIm WEWFARCEMENTINGRUTI ELLS ttt (u Gu A' THIS ORAwING I 1 ' NOTES. i/ � \ ` \ \ \ \ \ 00T11ERWIXSE NOTED CN RCCFLAYWi. AS N0'ED 444 4 m RELEASE 1 f, TRUSS ANCHORS HA EBEEN MISPIACEp EMEASUyEs i/TAKE WHEN EMBEDDED /(' \ . \ \\\ / III E%CEE059'tlA"S FBCALLED RALEMLE 6THWITH AON i c I I { _ _ -21-12 E AA OF21-02 f 11 d 1 � 2) IFTHECISTANCEFRAWATHEMISPLACECSTRAP Isls TD , THENNC j VISIONS: IJ '. GBCCUP. 2R I T $ \ 1 NHNpp cgiREcrvErlEASIYRESARE aEGVIRED. / .:` i ( ) EQUIRED AT EACH GRACE j \ � '*� m I, 3) IF THE DISTANCE FROM IH E MISPLACED STRAP IS /�f TO 1-iH ENA WORD I ` off FOENAIL BOTTOM CHORD OF TRUSS TO 6 xY1ry� SHIM OF APPROPRIATE THICKNESS MUST BE INSTALLED BETWEEN THE STRAP ` m dWBLEPLATEWRH 0QIN3E 'NAILSANDTHETRUSS NAIUC3TO BE USED IN STRAPPAUST BE D IN LENGTH N a + IT 4) IF THE DISTANCE FROM THE MISPLACED STRAP EXCEEDS CTHEN ETTHE STRIP )\ - /i0C EQUAL TO OR GREATER MAN THE THICKNESS Or THE SHIM I f - I A _ d - HREADED ROO NOi SHOWN FORCUGN - A �MINIMUMPSLAP 1 � LOAD PER ERTHE DEAIL AH THE APPROPRIATE STRAP REQUIRED By THE UPLIFT \ mnO PER rHEOfrdJLABwE \ __ / MINIMUMzs•uPITYPIcay DRAWN BY'. 9I V / � - WBLEAIIACHMENTPERAETAOM CMF �� ON SHEET50.2 v i -- - CONTINUOUSLY BETWEEN CHECKEDBY'. CONTINUOUSLY BETWEEN BRACES YY MREAD EDRW AOO EMBLY ASNOTED) FSS fi j I I� Ihll WOOD FRAMED CONDITION ----SEE FOUNDATION DlErAllsSEEFOUNDATION DETAILS SHEET: GYPSUM HEARD CEILING SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION STORY WALL Ik INr _ o1.2 DETAIL - TYPICALMISPL ACED EMBEDDED STRAP SECTION - GABLE END WALLDIgGONALBRACING 02 ® C D _2 PI REPAIR $ J BDz wmIZ )III 4H.: R. ..�. _ H*WW LR s F ._1 IF N t dIY, rI*t mL)I ALL IIS f° ' �I �hPr i �Y4 INSTALL MEN OMP@HOW 0 { YI RUGMUMSPACINGIUd NJ '� b ,lidIT 8� i CK 1 -INSTALLMSiA24STIONPLOOPEDOVFA - 7 m py> TOLRIFPLEGN S 1! ` F- e'MAX DWBLEPUTE NAI4 A, f END VERTICAL BRACINGflEWIREMENTS EACH SIDE WITH 6)1UKxIYeI A, � BRITTLE FINISH FLEXIBLE FINISH t "I � 6' MAXIMUM " " y cm 1- 1 TO F TO 57 40'TO OF TO IT fie•r 67, 0zTO59"- - EXTERIOR BEAR(PLr BErpxp - _-BTRApc TEMP TO ED E N ~ ) 14a L NRACING 1fi 0C ifi - ) MMI - LSTA1051R4P g Q OC N9NE REWIRED 0 Y Y ' DOUBLE PUP- pWBLE PLATE 91 Iti ZM LBRACE 54 014Y WTO 12T - - c + ,� yfi L.BRPCE nE To 162 Lu m6 TO _ di N :. iW'T0158' 1Ai'i02BG —PA43 EMBEDDED STRAP(BEYOND) {5j{ ,^ ' V/ G ' - EXTERIOR BEAM IAS NOTED) - - S J Z • I ) I FASTEN srul0 TO CMU WALL WILL z. O r 1 PASS FMBEDDFD STRAP flt WI RArep flopF SHEArrvINc � .: 11 uj (SEE wnuurWp Yx3.'rAP1L0ry scaEwsbp z4•o.a 2v-LBRACE NNLEO TO ALTFANgiEEITHERYx'x 8-ANCHOR _ _ - S. E � i CMUCOLUMN BOLA 6'WEDGE ANCHOR54532J C. I - 0 , {I VERTJLALWEB (SEE WNLIAYWI) ). WG ALL wlTHoler.3"rvAlls(tf 5"pc. y 1 r �� �' �1"(@�j�I ( I BASE OF CMU SWAAECOWMx 1h1READED ROD ASSEMBLY THREADED ROD ASSEMBLY i - Y/ NOTE uj VERTICALWEB INGABLEEND �. . 5 ( NOTE' !�'L_ J -TYPICAL STPJD(SEE WALL SECTION) 0 I I I Irl 1-:I - TRuss #5 VERTICAL REPAR THIRE DEO ROD ASSEMBLY TNREADEDRODA6�IBLY , .. } i xS GI a " - - - 3x-LOOKOUTS AT WO C. (SEEWAll LAYOUT) - TREATED OKI NOTREWIREO ATGMUGE NOT REQUIRED AiOMAGE 3 ♦ - sILLp1ATp N00 ASSEMBLY D(OOROPENINGS. DOOR OPENINGS �l (III 1 _ r L 1 . a F,i : w FoonxcpaWEL I . UP ac UGOR24'0. . H (SEE OETAIL'i SO 1) (AS NOTED) ill _ y L I w SPACING BEEiABL fp v rvOTE. - ------TVIVcxaaBaTASREQINCI (BEE TH BOLT W U� INHERE TRUSS CONTAINS DIAGONALS. INCREASELBRACE $EEIHREPOED RODuvWT) r IBEEiHREADED ROD LAYOUT) C W s & TMlx1n aeamaEMENis evONE NOMINAL AND SIZE AND MArcH FLUSH HEADER CONDITION DROPPED HEADER CONDITION _ e Ol OVER DIAGONALS. T Lu II � ' A CO) DC7 wU � N pa DETAIL - TYPICAL VERTICAL BRACING AT GABLE END pa DETAIL - TYPICAL EXTERIOR CMU COLUMN AND WOOD pa DETAIL - ATTACHMENT OF BEARING WALL TO CMU WALL w DH)sDIE- DOUBLE P�eswHRAPPIINGIOVER WIDE EOPIENIDNGS o 0 � I ' it : BEAM a r �. 3 -IHSTALLOPH-CLIPSAT=L.ATSELSOP ATE _ + (r+ -- -. - - - NAIL FALM END OF BLOCKING NAIL EACH END I P ,, I pLTERINIE:METANSTRAOLWPEWONER BOTTOM CHORDS ITHISOGTO / / i0 BOII0TM CHORDS WITH 11- �i�jFB -E%TFRIgE BIFAM DOUREPLATENNLEDWITHA1W51 )LINES BOiTLYACHORDB WxH 131D131Y3 3)D131'e9Y' - � 11 � s ROOF SHEATHING IAS NOTED) I '`._ -0WBLEPLATE MDFALHSIDEOFSTUD i / INSTALL3IMBELCHING --Y2� DO INSTALL IFSTALL TREATED PH BLOCKING { � . tl Ic WCLIPfA01y, -Tv 3'XYa'WASN Ea -VroEALEVFISND .' BErvYEFN iR11S5BOTlIXA BENVEEN:ITRU55 a 4 1 I I I POST TOB - / CHORDS 912OC. BOTTOM 1 JI 1 ROOF TRUSS(BY OTHERS)WI1H '� �M z ASSEMBLY WITH NID / CHORD5�1zV.0 'v q � I 4 - _ BRACE(IF `-IAP BEA PC - --- THREADED ROD' CSIS AFFAIR TO LENGTH FR BOTTOM CHORD OF TRUSS u + 4 ( ) IESANO m ( 1 RECON' _ o, Y ( + NAIL AS SHOµ1y- 5 SIDDiD5ID0 BELOW 49 JL'OG(Ub N) _ _ __ -EpIILMCJHDRDOF fil155 .... + � 6 r a BRACINGINsiALL3xI No SYR T13ftNCE N'NLSPFR PLT L 3ROWS OFO.h31t3Y•NAIL5@1ffiC. NAL INTO UWFASTUDWITH1111g6µpNgIL �MSIENY 03A�OiAPCONWSCREWS _ BLOCK TO WUBL $ P{� IA Rh . 1 ��� PT MOST(AS NOTED) INT) - 9EGOLOWER IN NNLINGTf MINIMUM D WIFE I)KY diPWVE NOTE PLATE — Mi - N LSE WI o my 1 , . _ TOREPLACE 1 ROWOFLATERAL 6 ` IR B ! ,.._PT PosT FS NOTE I ��� - I _. 1OTEPLAT } DOUBLER i1B13rx3Y' ( _ _ 9 Z NAILED WITH 0131',3'NAIM SS WEBAT L ) ABU _ IL FRAMING ¢OW DOUBLEPUTE I H ) bf+� 1 9'Oc.wNH B1Jrn3'NNIS -H6 CEP FROM PONT ;� P5 NOTED) BEDBASE 8 1 I, TO DHOWS HE LATERAL CA z TO BEM( ( ) ULE < Id�' L : � � - SPIT OVER PLATE MATE EAND LOWER RIDOU BETWEEN _ __ __. TypICMCMU WDLL W N Z /• Sy : BIiALING INsiALL2afi No3SVPb8RFCE EXTERIORBEAM i$"THREADED RW ` Pa>EM'OL%NEROW&EPlgiE - - > W NAILED TO EACH PLYOFMUSS WEBAT AS i �WITH NUT SET IN >9Wr - N �i ALTERNATE MS1TA315 �D OVER " FRAMED WALL 8 W �. H OIL OF 6.O.C.WITHB131-.3'NAILS , ADHEsrvE DOUBLE PATE IWIT'd16)Go 11 S'NAILS _ 'x g z PIAN VIEW AT TOP OF POST NN - - -FLa'RsrsTEMi/SrvD1ED) x YA N', ro€. s D ' I t 1 WtOEgcHe _ — ( - �� IF MENT) Al OF - -BEGIN WILING PIATEi'MINIMUM B¢OIYfDryJBIEPUTE V ZZ i . DOUBLE N d I ¢3 NOTE LIN.'En LOULEv¢enD o w T'SPACINGTO BE USED WHEN ROW OFO iJ11k0Y'NAIIS 6V,O % ¢ y 'N CONTINUOUS LATERAL BRACING IGaw GE �1Ii IAT({ "1 'I IMPRACTICAL SIDE VIEW AT BASE OF POST 1 `% � ' ' 1 + I T' , �,G,`(.I s, T SECTION - TYPICALT-BRACE D DETAIL - TYPICALCONNECTIONS AT EXTERIOR WOOD DETAIL - ALTERNATE ANCHORS AT #5° CORNER � DETAIL - CONNECTION OF UPPER LEVEL STUD TO LaWERLEVELSTUD X . SECTION - CONNECTION OF NON-BEARING WALL TO Roof FRAMING GO f , "I e y Spa spa spa THIS DETAIL ONLY AP PLIES WHEN SPEGINIRALLY REFERENCED spa THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENICEp sW THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCES a I FRAMED o .rt A'sr!,L I'9 W GO .1 + (IIF ADD 20 VEALICALSCAH '� OAM 'ry. f I - 1N5TA115PH CLIPSATJz9u.Ar-bWBLEPLAT£ INEAGHiRuss IFNO n LL AD II 1 I 1 �OOUBLE(PLATE -. -. _. ADD 20 VERTICAL EACH - wEel§PaESErvr � � � -(AST TRUSS IN ROW REQUIRING BRACING 13)REQ PER MOTION IF NO WEB IS PRESENT ° x W 4 HEADER NAILING REQUIREMENTS / 3"x 3•. WAGNER - - - - 13)O.tDt•.fik• NAILS T^ Yw NAIL DIAGONAL BRACE TOBLOCKING ALTERNATE'.MEOFFSTETION TRnP LO]P_ -- -- 30131'M3Y' NAILS TYPILPL AT TYPICPLATEACH TRUSS VJ NWR 1111 IIIc WITH (3)NAILS DOUBLE PLATE WJLEONRX(fi1 W1y1 X'INILS EACH tHU55 LdX�flACEACRWs THREADEN ROD ASSEMBLY WITH NUT NTO EACXSIOEGFSND o w a LENGTH OF SHEAAWALL $' II I / KLL UPPER LEGAL STUD �ENFLOCKING-TOENAIL OR MORAL WAIT LE ACROSS OFDID I loll f EACH END TO ADJACENT TRUSS WITH -EATON 2�0 (d) NAILB PERRY �3a-FRAdIING(BELOW DOUBLE I1LJ -0516 STRAP(CUT TO LENGTH)FRCN,UPPER wALL YN BLOCKING BETWEEN BE IIS i 1k`L (3 NAILS HEADER 2x10 (S NAILS PERRY -(- STUD TO HEADER BELMA&COC; IU a NL �TREALED L4 BLOCKING BENIEEN TRUS4'3ES TORAILED TO E �L +I� + NAIL INTO UPPER SNDIMH 01)Sk AND NAIL TRUSSES FASTERED TOWND BEAM �' DOUBLIE PUTENTH I' ISI• # NAILS AS NOTED / 5 INTABLE ALTO (6)NAILS PER PLY OF 120 C. INIOHEAUER NILH(11)I66NM5. WITH gLINN3A'TAPCONSCREAS 0.131"f3N' G i (z)ROWSO ® - ALONG BLCCKANDTOENAILEDAT 4'OC. NAIL DIAGONAL GRACE TO INTERMEDIATE - _ �'" BEGIN NAILING I"MINIMJM ABWE$pLLpUTE NAILS III f 1I SII WEBS WITH (3)NAILS ORIPERINCH S$'L4L (5)NAILS R0.PLY - EACH ENDTOTRIISSBOrtOM TR SPH-CLAP OVER DOUBLE PLATE AND NAILING WNER�DOWED BETWEEN WPPERSILL PLATE CHORD WITH (3)0.131'x3Y'NAILS V591M NOTED) $ R P1 2xI5PF Nat DIAGONALBRACE KING SN05- ` d i-3y lIII �. OYPIGLAi EACH END OF 11OELVL (6)NAILSPERPLY x / '�DOUBLk RATE OLE PLATE ¢ u ` - ALTERNAITE'.METANSTTWPLCCfED iRU551PS N0TE0) at w R lI } II 1 CONTINUOUS LATERAL BRACING) OVER 00LWBLE PLATE WIIH(q ' -- FLOOR SYSTEM GO NOTED) _ - FRAM PC wAp TE 1 � W L' LVL (7)NAILS PER 4 ___ _ -NPICALCMUWAIL _ e I- w 2 u § II 1441:1 4 (I I1 �I NAIL DIAGONAL BRACE TO MUSS NOTE 1W x"I MAILS INTO EACH SIDE OF SND S1 a r- w S'I (L, �f AiY 4 e NAILS MPV BE TUMBLED OR BACK ,^BEGIN NAI LING I'NINIMU M BELOW ROUBLE PLATE d° 8 r Q WEB WITH(3)NAL4 1SUAL (8)NAILSPERPLY T t 0 AS $ E, j9 : NAILED THROUGH KING SN0. " - -- DOUBLE PLATE c' o z ' 'I A ) Amid ' f' qq + J < °' N IT I - II -I 1— -LOwsR uv¢xFnDERps xDTm). ` } ofa " SECTION - TYPICAL HEADER TO HEADER CONNECTION DETAIL -ALTERNATEANCHORS AT9O° CORNER E m ¢ l Er �I4 ' ; .� spa spa THISDETAIL ONLY APPLIES WHEN SPEGIFIGALLY REFERENCED pf CONTlnvous LATERALBRACE(WANT1rc 8 SCALE: AND LOCATION DEFINED BY TRUSS SHOP m N.T.S. - (U.O.N.) YI k DRAwwc) "' Lipy i' 2 DO NOT SCALE I� 1 NAIL CONTINUOUS LATERAL BRACE TO 'm' THIS DRAWING EACH TRUSSWEBWRH(2)NAILS BB DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW SECTION - CONNECTION OF PERP. WALL TO TRUSS U" RELEASE DATe. , Irl II pV.L RaoF snEATxwc _.WHOLE PLATE spa THIS DETAILONLV APPLIES WHEN SPECIFICALLY REFEREWCED soa THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCE® N ( -ROOF TRUSSES BY OTHERS) INSTALL NIL5VSES.TCSEBLOLKING 3S 3'x'Y'WASHER > IONS 12 WEEN ENALEACH 1 � I' µ 13)iRU55ES M1NNIMUM -_ _3 �EN WTM ER 013SS WITH HEEL EIOHi -THRE4NEDRW h99EMBLV WDH NUi ATTR . I REV $ DNSI II � INOTE _ �_ I Y I 'Y anAcn DOUBLEPUTer0snlDPEa " Y DETAIL w'IN15A3 I. 1 —111 ROW aFD.13rxJri• NAILs 63tz•Dcln U. I, -- TREATER THAN _ UwERLEv¢srv0 + TYPICAL STUD NAILING ` (I iY FOR CONTNUOUS UIERALBRACE ( �-- 2, LEAVING(BELOW DOUBIf pUTE) -CSISSTRAP CUTTOLENGTH)FROM UTPFER w F ' {MY f - TREATED BLOCKING BETWEEN TRUSSES {I e ° STUD TOBFAM BELOW 4532OQN0.lA '' NNLING ATSTW ly: .I TRUCK EOTOBON D 170 C, HY'x3 a' - III IWO UPPER SOLD ITT(11) T SNOSQE DgIBLEPUTE SILL PIAL 1 iMCON SCREW5�IYOL. - ) AND NAIL TO DOVBLEPLAI£ ( IPI NOTES r --(z)RO1450F0.i51"x3'a' NAILs® 12QL. INTO BEPM NEED(11)Go was (END NAIL)SHEATH AREA WITH%'OSB RATED _ `„ _ 3O (3 (3) 1 I ni l l 1 RING NA0.WIrH 0.131•xJY• - GINN LING( NINIMM BWE� P TE NO -- _ MF + I 'If 1 '� ' 1) CONTINUOUS LATERK BRACES SHALL BE BY No.JEW 0RWAM2SROR BETTER ON O.N) -- �, IIIL5�0'OC.ATALLSUFP:RTS sPN-:CLIP OVERDWBIE pUTE BEGIN NNLING I"NINIIIUMBELOW FORK DF BEOM 3x0 l3 (41 DRAWN BY dli l { p 3 ALL NAILS SHOWN SMALL BE 0.13NiONAIPS N ON) `- HETA16 EMBEDDED SWAP AT EACH MUSS q C ) - AETERINALE.Msrnz4 sLaAP LOOPED OVER (xMurvGArsruD SAS (p (0 I N 0N) DOUBEFERUTEwITH USPO 1UMAKS 1-o Slu PwrE m CHECKEDBY. I I INTO EACH BIDE OF STUD BEAM(AS DOTED (mErvAly zxlD (s) (6) y'j FSS la III Yd IJ n i �1 I 1 'ALL NAILS NOTED ARE � SHEET: — I AAll m iI ISSECTION - T`{f4CALLATERALTRUSSBRACING DD DETAIL - TYPICAL RAISED HEEL TRUSS BLOCKING DETAIL - ALTERNATE ANCHORS ATIINTERSECTINGWALLS FF DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTINGBEAM GG DETAIL - TYPICAL WALL STUD CONNECTION SSD - 3 PIIN UIO �, I1 spa sw sw THISDETAILONLYAPPLIES WHEN SPEIFICALLV REFERENCED Soa THISOETAILONLV AP PLIES WHEN SPECIFICALLY REFERE EI'L� Spa p L i I I I Fill I �T'TB ,., + . , I . B6ILI IF IT m, I