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38A-111 (2) INTERSECTING WALLS - Overdiq Procedure Stairwell Heaaer Procedure (B elder Guide'dne Becket - Pg. 12. Fg. 3) (Su Wet' Guideline Booklet - Pd. 36. Fig . 28 & 2131 • Ater a wall such as a garage wM or cowl space • Use details below for sta.rwe I well intersects the basement wall and rests on a openings which are within 8 feet �1 basement walls. p ledge the overmg tries, not exceed b•-('. • The saentng shot Ad not P reed 9' -6 in length f I a larger opening Is required consult an engineer or your Superior Walls soppier I I� r 1 � a or. s si beam n( t1 peJinr Wall 4 ' • Build she support beam 12 a 10 sill plate and hwc 2 x A's) 2 past each end of the opening I _ c ,_ -p' 0 C. withad spires (see details below). / (ixdiaxery2'- c!'ic Interseclirs / nr Sub no, f Plr'H�W `. sopanar Wan i • Use t / 4b F n 2 " bolts in every Cole'. 2 -U" OC through j �_ / the bone beam. / i � / / / �u�rc anrckxy / I / Sdd ti. ind / / / (2 1)B m-, \` ' / B FI r,k leeyonrl / / ` tor-. e. none a)sI na 11� 1 M o d cr eam -_�A, �f 4 .-._ - . I A �� '?�� i '-4 ,__ t,.: Si rr,ta ta, Sit tae (u, ie �'r cream 1 ][„ 1 11 � , . i ( a1 tv e m04, ! \ Faor.oss Bevan - I . 1,- II l r e) a..,n� \ , T h T I I 1 47:11 11 =I f NrN T },_!It`ll I ( tut vu Plate` ;� " -i }-n II I tl f�� — . L IIIF� TT1- —IN el FT T i i tll (l � T- 11- II IJ Ij IL I I - - .. e on. Beams / v 1 i `�' III ,-- III —1 h ll I III - 1 IIY f — 11 t ( �T T i� -1 0 l-+� 111= LIII�IJlj I I " IIF31 111 n l I 31I lc \ ; I , "1 l. t III 1 IL t i 1 111, ilk ill 'L� '�. r..r.. ^ �� 1 , J Ti� i ii 'i mu t i : - 1 ten �4 ' . v -� y I L I I U- llk 1 1 _ _ { k u a .nF I�u IIf< I IILi � lu� L l -- - -= ; i 11 I 1 , 1 1t II 1 11'I, + F-- 1 'f1 t 11 1 111._Jt / ' / II 1 L I 1 Lr'r I - _ �. r ra r 1 Ll 1 it ll h f llllr t I r ill I 41=±=-471=,-,-'1'-4 -?- iTCI I`. 1 �I IIL_I 1 11 s,,:I'_ , ' 1 - r- I I ti r l 0-jj r =11 L: I ,'_ ,- ` ,, I i INTERSECTING WALLS - Excessive Overdiq Procedure 6 j ;Builder GLideh fi re Bookie; - Pg 13, Fig. 4) - en , • When an o ig is Morn than 5r1, an _ , I o c '4 er t vuppod s o c n-ired urdess — h, r( 1 _ A iL_^ project- s,encc enryreenng is drnrrded. 3 ' al' a I ? a a i li 2 1 I INn /rn /ere I' (\Superior Walls SJVennr WBII 1 "-'-� 1 j was Hudson Valley w!h. rnr'a . r , __ I — 6A n^LET AVENUE r . _ ) ' , a I I 1 (84514P�4033 En Fa (045)485 -2501 l Inrr@swhv.com , - Wn td, w 0We0.corn V i BU IIU F_'R: 1 II� i�u t t I 1 WRIGHT BUILDERS III �._- -I �I .11 i uO 1n n 1111 r 1 48 Bates Street r _ Northampton, MA 01060 I � LI�. I� v:�� -r „� ., w,rr .are.. I I dTi =III ll 1 1 r * I I T TI 11 I I _II t I 1� Ili h IPL�II T TI L -It -'I oists Parallel � 1 .� ,_�� 1 . — Joists Perpeneicular 1 71 7 ,1, 7 ±, , , I f II J t , r Hg. 28I (Ra. <`9) PROJECT: L r 1 r-rn G ' P 4 f VILLAGE HILLS TOWNHOMES • f 11111 Iii 1- 1 -C Ill 1� II - 1 >�u 1 �I if A � � � 3 Unit Building 1 11 ( l if ini Ir -�n cdn I ( Northampton. MA f-L I lu in = ilE aS. z +�asc .V. .xfaforS '��* i A ul 1-14 i a i I 1 fl r ' ty II III - -1 I�Il -1 I III 'If` i' s. 9LI il I II I I II II--III 1-fi III -H I I li , - 111 I - 1T1 3 1 101111 � I � 'i}- I - III -1-11 Tt III T -I} it II . i, - I, it { I- ill 1-11 / •1 II ql_.n IF- - - II FII IIC)L�I 111 If Ir 1,= 1f _1 - Ir_ IIF II lrll�l I- [ I�It— l t_ i ?'” - , ' DATE: RE` ,SEC: 111 -- 111 11 1,-111 II I , Il T ll- 7ILT11 ,-- If ill IIF - 4 l i T , F- tll - Ill�lt IJ II- r r " 1 BT U l I 1t � 1-111 � 1 I n gu l rl-�I �- ill 1 r t I� 1 ,ll� IF milk -I -I llr -ill T � � � , , 10 -_C -1 10-12 -10 �I F li I II 1 11a L -I 11�I II y 1 I II I - 11 I- 110311 III LI ', ,...;..,.1' II :- t " ,T" 1� l l't'1 It II: I 7 - =.T � . 1� --L� 1 1CIp E,111 II 11 all 111 . _ 4 rLl I 1 - it l I 1 Il � lh � F J II r L 5 ,-L� rw f. , ..'_ • k s DRAWN 5Y: SCALE: PDA None PROJECT NO.: St1EET NO.: Q16454 5 of 5 SUPERIOR WALLS PRECAST SYSTEM Floor Connection: Joists Perpendicular to Superior Walls Floor Connection: Joists Perpendicular to Superior Walls Modular Connection oU,rxi , , , .nr iHr m +r fives v R c vtc..nxo, RU, , Bolder "Alicelate Booklet - Pg. 26, Fry_ 16) !Builder GuideIsla Booklet - Pg. 27, Fig_ '7) _ (Builder Guideline Boeklet- Py. 93, rig. 25) t Framing Strgcaremanis (TAhle 51 Sons t i dhee a el Jed tetween • g S rer .. M1L am 33. P' / ,he top bond team and re ill plate. BacxAll McIGM ap Re Fralrr - -I ] Slrep CAaclnq untatE n. In nl 1550, Fk N • a • The Pram-big Strap Ices between !he band s t and t a, « 1� 4.5/313, e I ; r Irr .sir Js= VJA modular trcps where t vtl�fficulF to • / 4l r _....' li P lB' 9'6' 32'0 FN. Sy � % ' (x Nai d �m d act,ar ! I/ (UY Mims) '�Yi -- �� ,i �M rt c alo G,oc Sid pI t d ' fastened with 1 galvanized U 75 a8 r� - •� SL A - oaks ded l'e iI ery hole of the • M� . reamm- 9,1315 'I I ',mu, e+3mum -5 - ,I `� 7i' �_ y e v NMI the Fr 1a j / /` Franf hi IndSlfan fn 911 vIatP (6) • e1 On (: , \\ (Bygt .i a ...!--;7 � II` Y/ ��, 1 m>n yT� CS b e , cr tic tlrt_7 the ,Inlflnfe / Hna''a N iV FN .g I 1Z'en. /17 II�� \`�\ \` / / K e t•Hy C.s J - E 7t / /t : 1 j - �• \ � ,/f Ff nlxn i I" /�j ,, � [[T n•ya na — i :t z 4 33, �TUO F INra dCENTER£ 'e1 SW wAL l n M soe, e�• ` -7 I II ll� N . , , RS,Q eRr mn9_ r .rilgil / n e n Flour Connection: JOIBtS Parallel to Superior Walls Floor Connection Joists Parallel to S Iperior Walls " " I 6- I . ! II r"' • o R - (Rudder Caudell', Booklet- Pg 23 Fig 18) (Bin der 0uNellne Booklet- Pg. 29, hg. 3) I � Q i _ t _� N F C Ep n A:E J - I l t � 1� - - Fastening Schedule (Table 4 Nad 123E E u l rfaa 1 c G Sill Plate a re a Block Number n Sd'f Mrvm. D lanrr 6, U r. Ern ,. Searrer,alo the 5,ri I m - e - 9\ ' r° s 10tlNa - Daylight Basement 1 Above Grade Wails (Frost Areas Ih1 , ri i — IIT I) F I 1 I lit IIF 1e B x Height boena Spa Storks orBl ,king eW\ \ . MY C ru «Nwmar inni�Ltnns Cr ushed Stone Trench Fool in I — »� vo1. r V \� in9' t m Y . zN e. Footing a O. Over acp of E [ s W � ,./ I ` E -3-5 t,), 6.911 10 High 5 - ikx s . \ { / 24 0 " i frorr tse 2 f or Jost,. trrcler •, .,' Ii) I/2 8011 M of each 0 Hi3h , / j \\ ii u. IOW Viral e i y 1 I (Button! - d L 11 531E/5.) J C ar 1)612'Bni' Beam Bearing r Holdown - crner i 0 1 �� 1{�-- tNcIs - \`� \ � , u 1 i 1 dllj t t> ump pit i .i-'t v ^ v \. \ A - Pla ( e a u I h o s F a pe - n nIke f V a c (D NJT i , ` �•' ! \,•. . \ �' r * � \ \ � '� es m oo� ma . - s - mm 1_ c n t h J to :her t I iv or pipe cvar which '\ '\� i \ 1 cnullcau ,e wall « settle/root .7 i 55 R.Rof IIIII .men < l \ �\ \\ .r/ la \`. ta;- ■ fi r\ \ � . � ix' \�. \\ ;t3 vyya.� . �� wy.,00n H *. 1ng �� w 'i 0,1 � \ � t; � �. �. e • Tfench must erlenc below ioc„I frost depth. s shown u* mere,. .! V ( / a e ^nr.. �l� � � +.�>.. Y II.' �. ) _.... � . r' � r � : � � � ..„ v .r - •u nn morane code � I ii \ \ ,-r. - ` \\ 1);"-...... ` \q \ \ • Main of s 3fi 1 II 11 I ✓ I -mil ! ! ` '` , v � \ • Pll irercn with 112 i - laa ,.tushetl ne; vibrating 1 1 l i li s { v / e' 18s with a plate vibrator he Up P mua b ir2 II r '� ]y wit plate e 11 _ it III l clear ` \ a a e. wai er.,tnti � \\ � I l 'h. N \ / /-•' —i 11 1 �- f t- x \ � � 7 / II II li = n, ire ) i / r the po d n t'� exterior f i'. all i_. ° • r � rreore snvlatu � , \.\ \ \ \ .; o� 1f ym Jj .,� wish t. of II v t • d al <consLvction.grope y 14= j1114 I�I. 11 1 - I Tl1 • dapped i d away r he wail. = I L II �,;'� ' ` l i r ' . Be d slat s ado commie Poor p 111 ; Ames eeA• „:„:.0',27,- v F \ \\ i A , • Instal. backwater cal .to n hackers* nr II 17I ! h 1 4_ ;I I I �III�' � ' � v nr st r th m ..-t y 3 n n Blre uce Cr . : F �� \ ‘ `, tie aVel 11nd M e eccive nr rnr hi m d t) r. ' 1 tin et,' ni _ NV �v • n1�1em, I Pr T rA \ir ,m Superior Walls 11=1 i % etas Nuaison Valley a � � � )1 SL: VIOLET AVENUE POU EPS �� I , I �� I GHKEIF NV 12601 A ! 2X End '32 Bmrrnp i 1 (865 °ac (845)485 -25]1 (2X5) End Ail ©rzorg E mat; infoCv vha,ccm ef. n•oc g 11 Webs Per ww whv.com 11111111 ' encowar _ ' BUILDER WRIGHT BUILDERS 48 Bates Street Northampton, MA 01060 OP CORD BEARING 181/53 PROJECT: VILLAGE HILLS TOWNHOMES • I ` 3 Unit Building • N e Northampton, MA 4. VIEW OF SOLID CONCRETE POUR AT BEAM 55541005 SOLDOWN • DATE: REVISED: 10 -10 - 10 10 -12 -10 (5 t ,2 ,,, 1 - DRAMA 8Y. SCALE: " PDA None PROJECT NO.: SHEET NO: I Q16454 4 of 5 _,.. ..-- ---:,----, _____„,,,,, ......,_„:„..„ .......--,-;,-- ...,_ ___..,... ___-: SI --- -- • ,,,. r -L.. ,-/e, . ____.--- ....., --....„-,,, r� .�� \� 0 i ..--- ------ e; 111 i i---,..,r ..„-----" ,c '`'. '' 1 1 �,.� , If --- -- ,��.,„,�` --....i,..-- ,- ; '-' � > r ' Superior Walls 'ti 08 VIOLET AVENUE ■� f FO PSIS, D 12601 ,✓ 1845)48'. -4033 -4033 - ax.(6 45)485 -2501 '` 4` Nl: infv.com W eb ebsi[e aw :.wsv, iro hv , m t t3UiLU0K: ■ _^, \ / � - WRIGHT BUILDERS ,-\ 48 Bates Street Northampton, MA 01060 PRO,.ECT: VILLAGE HILLS TOWNHOMES 3 Unit Building Northampton, MA d ,. DATE: REVISED: i r. 10 -10 -10 10 -12 -10 , (.',IL. I ' `' l' 1 DRAWN 0Y: SCALE: PDA None 1 PROJECT NO._ SHEET NQ Q16454 3of5 . - 88' ... -.__.. — 6 75' 7' NOTES: 24' 27` -- - - - - -- _ 24' . _ A.>EGRESS WINDOW CAST-III 6'8' __ —5'2' 6 ' 8 ' BOWMAN KEMP 4040 4' -m'w x 4 -- - -- -- — ' HEADER 2 A R d.>wA1L SUPPORT CUTOUT I.. t i} . i- .40.- . , '►�j►�7i',ige - 40.0..4ny`'11► .4010. l' •T I 10.1 /4•w' It d`- 0.1/2` DEEP B C I C.>GRADE STEP CUTOUT 1 111 10_1 /4'w x 1' -0' DI!/ Zrt ► . i + ( D.>BEAN .; 'wx POCKET "DEEP � --- I'6' �. wI STUDS BELOW ti' \,...1 � Taw' — !. >B1AN POCKET - THROU6M t :. i 0/ STUDS BELOW 1 I I o iu I I BOXED DIMENSIONS TO BE I o f _ "' + ; t i VERIFIED /PROVIDED BY OTHERS I cu :o I Q + c' o I - ' WALL THICKNESS ■ 10 1/4' l+ ) I Z r ei 3 ti- r- C ,, I r I l s , ALL PANELS INCLUDE (1) LAYER ��_,'° n ! f OP DOW 1' BLUEBOARD INSULATION ' D `� CAST -IN AND (1) LAYER OF DOW 1' ,f \ ' ULUEBOARD FRICTION FIT i. �ti*iai��. � AFTER STRIPPING CONCRETE FOOTER li _ –__,. VARIOUS SIZES A r! COLUMN ABOVE , INTERIOR BEAMS I COLUMNS / FOOTINGS (TYPICAL) (BY OTHERS) p± PER ARCHITECTURAL PLAN (BY OTHERS) j ; 4 .��� `' FROST PROTECTION BY OVNERICUSTOHER B B C tt - P 2 , , i 6' 24' 27' t - 24` 7' -- ' e Superior Walls Mae Ilutlson Valley v 68 VIOLET AVENUE FOUGHKEEPSIE, NV 12601 (6 -3033 = ax:(845)485 -2.301 E -mail: info @swnv.,,om Website. nww, BUILDER: WRIGHT BUILDERS 48 Bates Street Northampton, MA 01060 CUSTOMER RELEASE A SPAr ON ThIS Pt AN CONFIRMS THAT t} ' TALL PANELS }�) ' ANEL I ,�t . °-' ION, (7 `� 11V HIS St JPERICR WALLS FCI INDATION IS :: 9' —O 7 p ALL PS TJI('� J.W O' –O' / = –�y ' 7–O I ADEQIATETC) SUPPORT THESTRIC,TURE ABOVE V The attached drawing was created from PROJECT: t information and dimensions provided by VILLAGE HILLS TO W NHO M ES 9 ' O ► N ; f– ♦ _ pt J the customer ;bu.ider. Superior Walls ef 3UnitBuldin T J –S3 TALL PANELS 1 T.O.W. = +1 0 / 10.\4 – –U –0 the Hudson Valk:y is not responsible I Northampton, 3 Unit B ilding for deviations from the Blue Pont or ' - +.g ��� T � !� ir.torrnatiun provided by custornedbuider. I i ri r = 9' -0' TALL PANELS / T,CL - W, = +21- /� t' r B.L.iy� .W+ – "7' ""0' Ilave reviewed ins attached cirawing(sl ';'r' DATE: REVISED: and all of the dimensions and Able is Therein: ; 1 10-10 -10 10-12 -10 I _ride! slam! Ihatin Super Nall, will ae �a t'.rt 4 NO I E i 0 OWNER I HIS SHOP DRAWING SHALL BE REV IE AED - ue ::ore manufactured per tills ,y A . 1 AND RETURN TO SWHV SIGNED AS 'APPROVED" PRIOR -0 esoecally for me. Therefor hav rc reviewed " ions, 1 FABRICATION OWNER IM OR OWNER REPRESENTATIVE the drawing and a II of the listed dimens OPENINGS, I NINE SHALL a _iielu r fro anv and all vERI^Y THAT (AVOUT DIf,AFNSIONS. ROUGH OPENINGS, TOP OF t full WALL ELEVATIONS, LEDGE ELEVATIONS. LOAD CAPACITY OF measurements and information provtd.d by WALL AND POINT SUPPORTS MEET PROJECT REQUIREMENTS. rne. DRAWN Bl' SCALE OWNER OR OWNER REPRESENTATIVE SHALL VERIFY SOIL- PDA None PRIOR. 10 INSTALLA PION OF THE SUPERIOR WALL SYST Efl X PROJECT NO.. SHEEI NO.: PLEASE MARK CRANE LOCATION(S) WITH AN "X" Aoorove,d Date - Q16454 2 of s QUALITY ASSURANCE CRITERIA SHEET INDEX 3rd Pty Inspection Agency: PFS Corporation, Madison, WI 1 of 5 - General Notes Quality Assurance Manual: Superior Walls of America MAN 42 -8002 [4 -10 -2007] • Site Preparation Guide: Superior Walls Builder Guideline Booklet MAN 42 -9000 [January 2008] 2 of 5 - Plan View (Foundation) 3 of 5 - Plan Veiw (Foundation) 4 of 5 - Isometric View 5 of 5 - Isometric View WALL MATERIALS Concrete Compressive Strength: 5,000 PSI Water /Cement Ratio: <_ 0.40 Reinforcing Steel: No. 4 and larger - 60,000 PSI No. 3 and smaller - 40,000 PSI Secondary Reinforcement: Polypropylene Fiber DAMP PROOFING Embedded Wood Blocking: Preservative ly Pressure Treated DOW Insulation: R -10 : (1) Layer of 1" Cast -in and Superior Walls are recognized by ,,p -(l" (1) Layer of 1" Friction Fit After Stripping the ICC -ES as an alternate method a r of providing foundation wall damp proofing. No additional damp proofing A is required. I ai'a ( 7,-..^ (,,,A,v-.5\ (See ICC -ES Report ESR -1553) , GENERAL NOTES 1. Jobsite shall be prepared by the builder in accordance with Superior Walls of America Builder Guideline Booklet - Site Preparation and Framing Attachment Requirements (MAN 42 -8002) PLEASE NOTE and Construction Detail shown on Sheets 6 and 7 of this drawing submission. To comply with building code 2. Auxiliary drain pipe must be four (4) inch diameter perforated and directed to a sump pit or daylight, requirements, the framing /decking 3. Builder shall establish the required elevation benchmark. 4. Builder shall ensure site access for trucks and crane. connections at the top of the Superior Wall and floor slab at the bottom of 7' the Superior Wall MUST be completed prior to back filling. ( SuuerIor Walls vi mw Hudson Valley it INSTALLATION NOTES 68 VIOLET AVENUL POJCHKEEPSIE, NY 1260; 1. Installation shall be supervised by a Superior Walls certified installer. .845;485 -403: Fa :5451405 -C1 LA 0-mad info @s whv.com ` Certification is obtained through Superior Walls of America, Ltd. eosite: ww, ~.5w..tcr, •C.:1 BUILDER: 2. Installation shall comply with Superior Walls of America's Installation Manual (8- 17 -06) WRIGHT BUILDERS 48 Bates Street Northampton, MA 01060 PROJECT: e VILLAGE HILLS TOWNHOMES 3 Unit Building „ : Northampton, MA Y ..-, J 8 .. "P . F6 r J ;� ' DATE: REVISED: _ 10 -10 -10 10 -12 -10 T 4 i 1 NOTE TO OWNER -IIS SHOP DRAWING SHALT. BE REVIEWED v e .. 1:2:::. x AND RETURNED TO SWHV SIGNED AS "APPROVE PRIOR TO -. :' FABRICATION. OWNER OR OWNER REPRESENTATIVE SHAD VERIFY THAT LAYOUT DIMENSIONS, ROUCH OPENINGS, TOP OF DRAWN BY SCAL.E; WALL ELEVATIONS. LEDGE ELEVATIONS. LOAD CAPACITY OF I PDA None A WALL POINT SUPPORT. MEET PROJECT REOLIREMLNTS. A SEAL PN OL CONFIRMS THAT - PROJECT NO SHEET NO.: — OWNER OR OWNER REPRESENTATIVE SHALL VERIFY SCI_ THIS SUPERIOR R WALLS FOUNDATION iS - PRIOR TO INSTALLATION OF THE SUPERIOR WALL SYSTEM. ADEOUATE TO SUPPORT THE STRUCTURE ABOVE -. _ _ r Q16454 1 of 5