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21 BUTLER ST - BPA-2008-830 `�� + ti+ � , s�,o 5 t/_ ��� ..�-- /� • /n` P�o�s� GA�A�� VJ � ,y X z � Q' - , Q �9 a � � _G � � J �` � � � � � �u��LL�uC� �o, 21 .�`� . Q - - �VY���� J�� I �A►.l o���oPoS�l� �A�CFiv� I �6NfJ � , �uT���'L._ �R L�►1l �R ,�GRC.'�1�= 10� ��5�JF1�/ Z� ZpaB � , ��n�• � �� , s�,o • `, t/- /(a� � /� /� i��ow�s� GA�Zo��s. �� � ,� X z 8 (l - , � -9 �o v � � � 6� �9 � � . � � �u��ELL�uG �o, Z1 .5� � 0 - -- \—�v`r.`-�- '� ��— `I�.J �� � � � �— ��J, ot� PoS� A Av� � , uT'�s� �6 r11J � ��. �c���►ll �I.R �G�(_�1'= 10� "F��T�Jt-1r�/ Z�Zp'af� l -� � The Commonwealth of Massachusetts �.nR � Board of Building Regulations and Smndards MUNIc'IP:V.I"I'1' ;,G,� ' ' Massachusetts State Building Codc. 780 CMR, 7'h edition USE Building Permit Application To Construct. Repair. Renovatt Or Demolish a R�ri.�rd Jmuw�:r Orte- or T�ro-Fnntilv Dwelling (. '�xi3 � This Section For Official Use Only Building Permit Numbe � � � Date Applied: n' `� 0 Sign•rmre: � � 2�?' -�/ ��v Buildmg Commissione 1 Inspector ol BuilJings Da� SECTION 1: SITE INFORMATION 1.1 Property Ad ess: 1.2 Asse• Ma & Parcet Numbers �� ✓��-r� Srr��r- ����-i�8 i�'= 0/97 L lu[s this an uccepted street'?yes� no_ Map Number P:uccl Numtxr 1.3 Zoning�ntormaNan: 1.4 Prope`��menslons: � / ��� �� Zoning District Proposed Use Lot.4re•r(sq i't) Froitage pi) 1.5 Building Setbacks(ft) Front Yard Side Yards � Re:v Yard Reyuired Provided Required Provided Required ProvideJ `S� ��ia � / 1.6 Water Supply: (M.G.L c.40.§54) 1.7 Flood Zone In[ormatlon: 1.8 Sewage��Disposal System: Zone: _ Outside Flood Zone? Municipal �"On site disposul system ❑ Public� Private❑ Check if yesO SECTION 2: PROPERTY OWNERSHIP� 2.1 Owne of Record• 2 �py>,ci aj��JrITGF/� z/ ' il7"LE.(�� %f .ti7 Name(P ' AJdress for Service: � �7� - 7��� r-/� Sig [u Telephune � SECTION 3: DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction f�{ Existing Building❑ Owner-Occupied O Repairs(s) O Alteration(s) ❑ Addition ❑ I Demolition ❑ Accessory Bldg. Number of Units_ Other ❑ Specify: Brief Description of Proposed Work2: � SECTION 4: ESTIMATED CONSTRUCTION COSTS [tem Estimated Costs: Offieial Use Only (Labor and Materials) L Building $ � i � L Building Permit Fee:$ 4 Indicate how fen is de�ermined: �Standard City/Town Applicrtion Fee 2. Electrical $ L O � O Total Project Cost� (Item 6) x multiplier x 3. Plumbing S 2. Other Fees: $ 4. Mei:hanical (HVAC) $ List: i 5. Mechanical (Fire $ Total All Fees: S �� Su ression) Check No. Check Amounr. C•rsh AmounC 6. Total Project Cast: $ �Z� 6'�/� aid in Full ❑ Outstanding Bulrnce Due: SECTION 5: CONSTRUCTION SERVICES ' S.1 Ucensed Constructlon Supervisor(CSL) License Number E%rIfLUUII D'Jll` .. N�mc uf CSL- HuWer List CSL Type(see tielow) � �.�li�.bMAlt� , 4Jdrrss T � Descri tion U Unrestricted W to 35,000 Cu. Ft.� R Restricted I&3 F;unil Dwellin � Signawre M Mason Onl � RC ResiJenti•rl Riwfin Covcrin Tclephune WS Rcsidcnti�l Winduw anJ Sidin SF Rcsidentiul SuliJ Fucl Burnu� A liancz In>iallauun � D Residenti•rl Drnwlitiun 5.2 Reglstered Home Improvement Contractor(HIC) HIC Comp:u�y Namc ur HIC Registr:urt Name � Registrution Number Address Expiration Date Signamre . Telephone - SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance •rffidavit must be compkted and submitted with this application. Failure tu pruvide � this affidavit will result in the denial of the Issuance of the building permit. �' Signed Affidavit Attached? Yes .......... ❑ No........... � � SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN \ OWNER'S AGENT OR CONTRACTOR APPLIES FOR BU[LDING PERMIT ) � ►, , as Owner of[he subject property hereby au[horize to ae[on my behalf, in all matters relative to work authorized by this building permit application. Si namre of Owner � Date � SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION [, ,as Owner or Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and behalf. Print Name � Signature of Owner or Authorized Agent Date Si ned under the ains and nalties of r'u NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC) Program), will not have access to the azbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program •rnd ' Construction Supervisor Licensing(CSL)can be found in 780 CMR Regulations 1(O.R6 and 1 IO.RS, respectively. ' 2. When substantial work is planned,provide the information below: Yotal 800rs areu(Sq. Ft.) (including g•rraga finished busementlattics,decks ur purch) I Gross living area(Sq. Ft.) Habitable room rount Number uf tireplaces Number of bedrooms Number of b•rthrooms Number of hall7balhs Type uf heating system Number of decks/porches � Type uf cuoling system Enclused Open 3. '"Cotal Project Square Footage"may be substituted for"Torrl Project Cost" -.�.. ____ --- __ _ __ _____. _ _ --------�`"---�----�--- _ _ _ , /��O- �� , � � � � �� � � � � r r J �� ' y � ��"� 'i� � . !' � .�}'`r.�'.y r �.-'�� .'�'�� , . ,��s�� . �� .`'����t� ; 1 � - .���.� �� � , ,� . -�:�` �f� „� �j �,�,y� � ' - . . � , , . � . ��� � � m , � � � �T v �-.rl. �e � � � ,� �� _ . , _ � , �,,� �+`� . � �I �. � , � , .� ,s, � ; ��� .. � , �. _ , :., � , i � � ��j �ti � � � 4 � � '�4. "�� `� � C � �� �'� � l _ � �, � ' �€� , I � ���r' � ' ��..- �. j �� , . �'. ��.`_�� •„ . . fd. , 1 4 / � j > .. �. J�___, i� �ML � . � g�` '� ��, `� li `„� t ,',i .`.}' v ' . . � i � . � • - � - a- . MY . . 1 ` � �. � � � �� .Y�✓d� I�I U .�'�' �� � . . �� : � f��c l'�t'l�'� `` ----- --- - ,: � ' , ►� ..}� • ' � �' �` hR! ---�. _--� i � >- � � � (. . • �.��T � ,- �____— __ . �f ; i b .� t- �I .�I _ ._.. �- � � � � � .��, , ,�_ � ---- ,,.t , i. I "4,�'�{t . � �- I� � `� � . a � . I . . J�� � �I � '�'� . ////// . . . . . � . � . . _� _.. ---- ' /!��( � . . _..[� �!t� - iJ��i ' ' � . _� . ,1� �� ,`I � � i . . . _�' �--��'_�'�: . . .+ � � � ////� �/ `� i` ; . � __+1�— �• ✓' � _ .✓.�;t ! /a2 L,�Y.rL L _ • � l `" � C/�. �!'. 7�.T . �.._ ___-__....:-�_ ... � /S,G .� Kf .'bY y� r "r _� —r " ` n�'' � ��U ' O�' - - ._�_ _ . , , - - � .. w�� � . — - -- - - ' ^ ^� �� ����� r�_ _ _ _ '�- �. ' . , d ' - - ------"�..r�.- zah'°� _ - . �. � �1•� �• `i � '�� v •� - � � � l � . , . . ; __ _ _ _ — --- -- , ��.�� ' ' � 00-/T-YOUASELF SER/EST^� �. I �� PROJECT PLAN NO.' 14528 I:ffective 9/1/03 our mew address is: )4328 South Outer Forty Road � � i St. Louis, MO. 63017 ' I (314)434-1524 R !, � ' � � ' , i __ ___ .__ — -•- -- -- . _ . ., � _ _ _ ..—. _ ___------- — . -- -- — - - - - ___ _ — - --T— __ ____ � �� � -- ___ � 14'-�" � 14'-O" � - - - - - - - - - - - - - - - - - - - -� i i � �- — — — — — — — — — — — — — — — � ; � �, �'�".�,,,,,,��,,,���:�e::u�: ' I � � I �� I � � I I � � I I � � � � I � � I � I � � � I ' A-4 � I I I __.__� � I I � ' r I � I � � : � � � � � � � �� �Le- i eReo Roo�� % . � � � � TRUSSE a 24" O/C � • I � � UNEXCAVATED � � '; I � q" COFIPACTED I % � . � � GRAVEL FILL . _ � � �d . �; � ' � I � � � �� RAGE � �^ I - I q" CONC. SLAB W/ 6xL LLIWM � I � � I � � � OVER 9" OMPACTED GRAVF.L � _ ' � I FILL AND 6 MIL POLY VAPOn O � i � � p BARRIER. � � O , GFI I � ry I I 8" THICK CONC. PDN I � � m m � � SEE TYP. WALL SECTION i � � W ry . , i � � i �I� � I � � u��N r: . � � � � � � GFI ; � P. . � � i .. . � I . I � ? _ I � i i � . . � � � � � I '. I � � � i � � I i � i I � � G.D.O. � I O <;'Y I I I HOLD FDN. DOWN 12„ I cie2� F �\�\� � � � � � � � AT GARAGE DOOR � I — � � � � � . I I I � I � L - - - - - - - - - - - - - - - -� � Q � � � n ;r � � . . . � � I N 9'x1' O.H. GARAGE DOOR �- - - - - - - - - - - - - - - - - - - - -� • —• — � „ :, „ � � �2-2x10 GAPAGE 2'-4" 9'-4" � Q'-4" DOOR HEADE� - � � � . � � MASONRY OPENING � I14'-O" l'-O" l'-O" . � ' � ---- ' � 19'-�" �OUNDATION PL?�N . scaL�: ii�° = i�-o�� �LOOR PLAN . , SCALE: I/'f" = I'-O" � FLOOR PLAN NOTES: . , I. ALL EXTERIOR WALLS ARF 4" THICK. (INCLUDING EXT. WALL SHEATHING) AND ALL INTEF210P. WALLS ARE 3 I/2" THICK UNLE55 OTHERWISE NOTED ON FLOOR PLANS. � � . � � � � � 2. ALL DOOR AND WINDOW HEADERS ARF 2-2x10'S � � � � � . � W/ I/2" PLYWOOD f50LiD) BETWEEN UNLFSS OTHER- � � � � � � � � WISE NOTED ON FLOOR PLANS 3. FOR MULTIPLE LAMINATED WOOD BEAI1 MEI18ER5, . � . � � - � � � REFER TO MANUFACTUTER'S NAILING/BOLTING � -"- -� -�"--� -�- � -� � ��-��� __ � � � � � � SPEGFICATIONS FOR TOP AND SIDE LUADING � - �' I . . . . . . . . � CONDITIONS. ����� . � ' � � � � SEL�E TEON BY OWN RECONTRACTpRANO MATERIAL � � DO-/T-YOUR.SELF SERIEST^' � - � � - - - - WISE O D ONN�OOR PLANS�PROVIDE 5 LIDER PROJECT PLAN NO. 14528 BLOCKING BELOW ALL POSTS TO FOU�JDATION. i _. � I � � � . � � � � � . . . Groet eflort hes gone mto the deugn end engmaanng ot theee � � . � � � � � � . � � � - . � pienr.. Houaver, due to the impoeeihihty of providing eny on-eite . - � - . � � - � � � eupervinen over the aetuel eonetruedon, the Venenca in locel � � � � coda reqmrenrnte and other Ixel 6wldmg end meether condinone. � . Ree�denbel Deeign Servmee, Inc. aeeunee no reeponei6i4ty tor eny - � . � m din ntr ctu el faduree due to en def¢ienne� omieeione . . , . do egee. inela g u r . y � � � . � � � � � . cr errote m theee plane. � � � � � � � . � � � � � . . � � . � � � . Furthernore, ehould eail endl/or aeether conditiona h.e. hurrmene. i � � . . . . � . . . � . - . aerthq•�eke, enou, etc...) emuee loade othar than thoev mdice[ed m the Bmid!n 5peaRceuone, or tor an other unuevel condibone rt m recanmeoded thet you eonevlt uithylecel hmlding olfinele end e I ^ Ieeel erch�teet er engmeer pnor te begmnmg eonetruction. , � i / / / I ' . . � ' . . � . . . . ' . . . . .._._ __ . __ _ '__._ . .. _..._" __.. __'_. . _ . __ . __ ._ .. . .. . __ .. ...__— . . . .._.. . __.—...._,-._. _'_ " _.._.._ .._ _ __ . ' — . —. . .. I _— . ____'__ . ..._ . _'.r. _ _ — . _ __. _. ._. ._ _- _ ....__ ._. . .. . . . ._ I ,. I ��, ,. � ATTIC VENT W/ q' BASE AND SCREEN . . . 12 12 � 6/12 PITCH �.........�... � 6 � �L - 2xB RAKE �GLES BOARD � GUTTER ON TOP PLATE - 2x8 FASCIA - � . � � ' — — ' — • — • — •— • — ' — • — ' — •— ' — •— • ��^-��� — ' — � — • — � — .. _ . . . . . i � � � I�—DOWNSPOlUTS � .-_ _�-_. ALL EAV�ES. �J � m DOWNSPOUT - �- � I � 0 I ===---:= � I 0 � � -__: :_ ' I I " _- _ ::.. .- TOP OF FDN I � � I . - . m RADE _._.._._.. � I � I - � z I � I � ry = � - - - - - - - - - - - - - - - i r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . _ i � TM OF T �' - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.. ... .. - - - - - - - - - - -- EXTEND FTGS. TO BELOW FROST� SOIL (TYPICAL)AND TO UNDISTURBED R I G H T E L�V A T I�i�l � CODEYOFFICSALS EPTH WITH LOCAL SCAL�: I�'��� = I�—O�� ' ,I � �RONT ELE.VATIc7N � SC,4LE: I/4" = I'-O° � � A'I�TIC VENT W/ � L/12 PITfCH . 9' BASE AND �' � � SCREEN . . G I� � — � �6 � �GLES I . � ' - � � � � GUTTER ON � � - �. � � � -- � � 2x8 FASCIA � � — . . � � ------ —tXrF � • DOWNSPOUT DOWNSPOUTS—jl — - I • ALL EAVES. I ___y_ I , � i . I _ _ ._ . I I — I , I _-- i � I I � • . � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •- - �-1 �— � - - - - - -- - - - - - - - - -• - - - - - � � LE�T ELEV�4TION REA�? ELEV,4T1(ON SCALE: I/�{" = I'-O" SCALE: I/�f" = I'-•O" � . . . . . . F,� ����I'+a�� � I . I��O-1T-YOURSELF SER/EST^' PR�JECT PLAN N0. 14528 � � � . . . Greot eftort he� gon- mto the deeigm end engmeermg ot theee � � � � � - � . � � plene. Hayevar, d�a to the inpoeeibAny� ol providmg eny on—ute � � . � ' ' � � eupervinon oVer the ectvel eonstructionn, thv venanCe m loeel � � � - � � code reqmremente end other lacel 6mld:ling end weether canditione, � - . . � . - � P.ee�.drntiei Deeign Servicee, Inc, eeeunne� no reeponei6ARy �or eny � . � � � . dene�ee, mcluding etructurel fmlurae, dux to eny dehcienaee. omieeione � � � or errore m theee p�ens. � . � � � � � � � � � . Furthermore, ehaid eoJ end/or weecher eanditione O.e. hurncene, � � � � � � � � � � � � � enrthqmke, anow, etc..J ceuee loede otther then thoee mdwated m � � 1 � � � � � chv F3mlding 5penficeuone, or Ior eny othet unueual candibon�. IC � � � �e recoamended thet yw eoneult with Imeel bmldmg o!linele end e � . � . - - . � - - Iecel rchrtect or engineer pnar to beegmmng eonetrocLan. r __. . _ . . . .—�,� _ .. . ___.� .. ,. __ _____ . . _......_____. I ' , i ..—_ ' � . NOTE: I. ALL OVERHANGS ARE I'-O" UNLE55 OTHERWISE NOTED. 2. ALL TRUSSES TO BE BOCA APPROVED AND DESIGNED � BY OTHERS. � 3. TRUSS MANUFACTURER TO DETERMINE TRUSS DIMENSION:S, HEEL HEIGHTS. LOCATIONS AND SPACING PRIOR TO BEGINNING CONSTRUCTION. . � - � 4. ALL OVERFRAMING AT ROOF SYSl�EM TO BE AS FOLLOWJS: B. 2x8'S AT 24" O.C. (MAX) WITH MAXIMUM SPAN OF 14'-�O" � . � � C. 2x10'S AT 24" O.C. fMAX) WITH IIAXIM�M SPAN OF IB'—O" -- 2U YEAR SHINGLES I'-O" - � � OI7 IStt PELT PAPER . 5. ALL OVERFRAMING TO BEAR ON TRUSSES OR RAFTERS BELOU. O,H. . � � , --I%2" PLYWOOD SEE ELEVATIONS � � � - � � EOOF DECKING FOR ROOF PITCH , \ ��____=-=sr=c ccccc======�i �.�� . . . � ii i, ��. �� �� �i ,, i, �� i, �, �� �� ���_G��2 6��2��I RAFTER TIES EACH � - �� SLOPE SLOPE � i � � �� �1 . BEARING POITN i� �, —_.___..._..... ' i' 'i . � �; �; --�----- �DRIP EDGE i� �, i� �� '' W 'i F ' . � �� F �' Q � E—METAL GUTTERS . � � ;� - V� �� 0. RDOF TRUSSES ---- ��� METAL WRAPPED � �� O� �; . AT 24" O/C 2x9 FASCIA =—y �i ZW i� O 1j �i . ;� W�n �I ~ VENTED VINYL , � � Z� ,� p DBL 2x4 TOP PLAT�=G SOFFITS '� J i� F 'i JQ ii � . � ii � � 0� ij Z � �� � �i W W '� . �i L i� U. . . .- �� . wQ �i . ii Q� ii O ;; �LL ;� � (—I-- I/2" CDX PLYWOOD '� �, O WALL SHEATHING '`----------- - ----------'� � �------------- -=----------- � � . � . . � 2x9 STUD:d -t`�� I6" O.C. � . - I\OO� PL�1`l 'i � B.O.C.A. APPROVED � m 2x4 PP.FSSU�'.E I 9" VMYL LAP SIDING �� ' � SCALE: I�S�� = I�—O�� � TREATED S!LL P�..A-('E � � � . . � � 4" CONC. GAP.AG� SLAB � I GRADE � � ON COMPACTED C,f'AS'EL . � . �. � � . � FILL ' . � - - --- ----- . . . . � � . � � :.''' •'� . ",-;�i"'• z _ i. m � ,, ' � . � � � � .. :: � .. ���. �, � -�: .'.:•::`�',: ' ,:;':-. j PRE-ENGINEERED ROOF c ���g _Yo . 11111111—IIIII—I a ' TRUSSES AT 24' O.C. �/ 171=1111=1111=1111-1111=_� W W � � �ESIGNED BY OTHERS � � �e 48�Z0 CNCHOR L30L'fSJ 111=1111=111111=1111-1111- i�- ' o ini=uTi=iiu—mi=�� O� . F-V . . � � � 12 12 . B" CONC. FDN WALL N � QJ . � � . � � � 6� . �6 � � _ � iv LLVa . r9Q . LL�U TOP PLATE "i . :•: ': '; I w�ILL � � 8"x20" CONT. CONC. FTCo. ��,:.`.o�'.,:!','•i�,'.��e�'.(:��,,�I ?�O ' � � W/ 2-ti4 CONT. REBARS m l'YF'ICAL WALL SEC"f-10N � SEE TYPICAL WALL � � . . . � . . SECTION FOR SCALE: $/'�° = I�-O" ' � ADDITIONAL DETAILS m GARAGE SLA6 - SLOPE TOP OF FDN TOWARDS O.H. DOOR �o ir\��� A/ES � PRO�JECT PLAN NO. 14528 Q-4 C�,4R,4GE SECTION sca��: ii��� = i�-o„ � . . � � � � � . . � � � � . Great e�fart hee gone mto the deeign andl engmeenng o� theee � � � .. � . � � � . . � � � � plene. Howevar, dua to the impoaei6dity o� pprovidmg eny on-eite �� . . . � � � � . euparvie�on oVer tha ectuel conetrucuon, thne vermnce m loeal . � code requvamente and other locel 6mldmg eend meether eondiuone, � � � � � RenitrnGel Dce�gn Scrvmes, Inc, euumes nao reeponei6drty for eny _ - . . - demegee, includmg ntructurel fe�luree. due to eny delinennae, omieeione . . . or errore m theev piens. � � - - . Furtharmore, ehwld aod and/ar weethar conndiUone G.e. hurrmene, � � � � earthqueke, enom, etc...) ceuee loade other tthen thasv mdmated m I � . � � � � � thn �mld;ng 5penRceuane, or �or eny othe^r unuevel eandrtiom rt . - � m recc�.-.ended thet you coneult mith lecel Fbudding ottmieie en� e � . . - - Iccr.l ercMtect or engmeer pnor to beginmmg tonetroction. . . � . / /./ ' . .- _ _ . _. . . ..., . —... .___. —_- _ i. . , BUILDINC� SPECIFIC /� TIO �1S DIMENSIONS: CARPENT(�Y: 1. DRAWING DIIIENSIONS GOVERN OVER SCALE. VERIFY ALL ROUGH OPENING DItIEN51ON5 FOR SELECTED I. UNLE55 OTHERW�SE: NOTED ON DRAWINGS PROVIDE: � DOORS, WINDOWS AND t1ECHANICAL REQUIREI1ENT5 BEFORE CONSTRUCTION BEGINS. � � � _ DOUEXTRA JOIST q�OER ALL�PARRALLEL PARTITIONS OR OPENING£ WHEPE JOISTS TERi11NATE Y � � � � � � � � � - DO1IBLE 2x10 HIEADERS WI7H ✓Y RATED PLYWOOD BETWEEN, AT ALL DOOR ANO WINDOW OPENINGS DESIGN CRI I ERIA: - � . - I11NIhUt1 OF ONE ROW OF JOIST BRIDGING PER JOIST SPAN YARD LUMBER STRUCT. LAM. WOOD BEAM � , � � � . ]. FLOORS TO fiE CONSTRIICTED OF 3/�' TONGUE AND GROOVE PLYWOOD GLIlEO AN� NAILED TO FLOOR JOISTS. � . 3. ROOF TO BE CON:STRUCTED OP ZIOtt nINIt7UM ASPHALT SHINGLES fADHE5IVE TYPE7 OR EQIIIVAIENT ON ISd FELT . Fb = I,ZOO PSI Fb = . Z.B50 P51 � . ON I/1' C-D EXTERIpR PLYWOOD SHEATHING ON ROOF fRAnING. SHEET 11ETAL FLASHING WHERE ROOF ABUTS ANY Fv = 105 PSI Fv = � 185 P51 , , VERTICAL Sl1RFACE. . E = 1,500.000 P51 E = 7,000,000 PSI � . - - S. CORNER HRACtNG TO BE 1/T OR 3/�" x �e' WIDE C-D EXTERIOR PLYWODD BOTH DIRECTIONS AT ALL CORNERS � /� � OR APPROYED DIAGCONAL CORNER BRACES IN BOTH DIRECTIONS AT ALL CORNERS. DESIGN �OfiDS: 5. ALL INTERIOR WALL'S AND CEILINGS ARE TO BE COVERED WITH A fllNlitUT1 I/]' GYPSUTi BOARD WITH EXTERIOR � � ROOFS FLOORS , � , BALCONIES � . G�PsuM BACKER 60IiA DRREQIIIRED AROUND BATH7UBSDAND SHOWERSCOATS) AND SAN�ED. WATER RESISTANT . (WOOD OR WOO�. �E�ETILE � . L, INTERIOR WALLS A1ND CEILING OF GARAGE TO 0E COVERED WITH A fllNlttiJn 5/e' FIRECODE GYPSUT7 BOARD. ASPHALT CARPE7 SPACEO - � DOORS LEADING FROIn GARAGE 70 LIVMG SPACE SHALL BE 3/� HOl1R FIRE RATED. FIRESTOP ALL �I1CT CHASES, - SHINGLES) � OR VINYL pR STONE DECK � � BULKHEADS, LAUNDRYf CHUTES, tlETAL fLUES ANO ALL SHAFTS AT EACH FLOOR. . � DEAD LOAD fPSF) 10 10 40 -� 'I � �, GLA55 IN STORM D)OORS. OOORS INTENOED FOR HUHAN PASSAGE, PATIO OOORS, 5HOWER AND BATHTUB ENCLOSIIRE ' UVE LOAp IPSF) 30 40 �O � . � . TO7AL LOAD (PSF) 90 � 50 . . i0 �. �� � � SHATTER RE55 AN�T� P�LASTICO BE FULLY TEnPER6D, LAnINATED 5AFETY, APPROVED WIRE GLA55 OR APPROVED rylNltiUH SOIL OEARING PRESSURE - 1.500 PSF . � . ' CO�iCR�TE: ELECTRICA�L: I. U4LE55 OTHERWISE NOTED. ALL CONCRETE FOUNDATION WALLS AND SLABS ON GRADE SHALL BE . 3.000 PSI f48 DA7 COY!PRESSION STRENGTH> CONCRETE. PLACE CONCRETE SLA89 ON 9' OF GOH- I. ALL ELEC7RICAL WCORK SHALL COhPLY WITH ALL CODES IN EFFECT IN THE LOCAL C01111UNITY. WHERE NO CODES ' PACTED GRAYEL FILL WITH CxG' - WI.�xWl.4 WIRE flESH REMFORCEMENT. ALL SLABS UNDER INTERIOR EXIST, THE WORK SHIALL CONfORIi WITH THE REGULATIONS OF THE NATIONAL ELECTRICAL COOE AND THE F.LEGTRIC � FINISHED AND HEATED LIVING SPACES SHALL BE PLACED ON L t11L POLYETNYLENE VAPOR BARRIER � UTILITY COMPANY SEFRVICING THE AREA. WITH A t11NIH OF C LAPPED JOINTS. � � - . � 2, BATH VENT t11N. 50 CFH � 7. PROVIDE I/3' EXPANSION JOINT t1ATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING CON- 3. St10KE OETECTOR;S - U.L LISTED SI10KE �ETECTORS SHALL BE LOCATED ON EACH FLOOR LEVEL�IN THE VICINITY � � CRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED SPAGES OR AREAS. OF ALL OEDROOM ENITRANCE �ODRS 1BEDROOt7 HALLWAI') AND WITHIN EAGH BEDR0011. LOCATE BEDROOFI HALLWAY - - � � . � � . DETECTOR UPSTREAY7 PROh OR NEAR P.ETIIRN AIR GRILL. FLOOR LEVELS THAT OO NOT CONTAIN BEDROOnS SHALL � � � HAVE THE DETECTOR2 AT TNE CEILING NEAR THE STAIRWAY. IN SPRINKLED DWELLINGS, THE DETECTORS FIAY BE � � -7� OhITTED IN BEDROOn15. WHEN t10RE THAd ONE DETECTOR IS R9QIJIRED WITHIN THE DWELLING UNIT, THE DETEGTORS � � S 11 RUCTURAL: � � SHALL BE INTERCONNIECTED 50 THAT AN ALARi1 WILL SOUND TNROUGNT THE DWELLING IlN1T. 7HE SHOKE DETECTORS � � SHALI. BE AC P0l9ERIED AND HAVE A BATTERY BACKIIP SHOIILD THE AC POWER BE INTERRUPTED. THE INSTALLATION -. � I. IF 7RUSSES ARE SPECIFIED ON TNE PLANS. THE TRU55 MANIIFACTURER SNALL SUBt11T SHOP DRAWINGS � SNALL AL50 t1EET NF'PA �1-89. AND/OR STRESS AND IOAD CALCULATIONS lDIAGRAi'IS) FOR CONTRACTORS APPROVAL PRIOR TO CONSTRl1CTION. OIAGRAt15 SHALL BEAR SEAL OF REGISTERED ENGINEER IN THE S7ATE IN WHICH THE �. TNE FINAL ELECTROCAL LAYOIIT TO BE DETERt71NED BY OWNER/CONTRACTOR. COHPLIANC6 11117H ALL APPLICABLE � � STRUCTIJRE IS Bt1ILT. ELECTRICAL CO�ES I:5 THE ULTIt1ATE R=SPONSIeILITY OF THE CONTRAC70R. , . 2, IN78TALL RAFTER OR 7RU55 TIE�OWNS t5�t1P50N aHl OR EGUAU AT EACH TRU55 OR RAFTER r n� - � � BEAIR�NG POINT. � CLECTRICYi� �EV�N� � 3. S�OLID WOOD BEAHS SHALL HAVE AN ALLOWABLE HENOING STRE55 OF I,500 PSI AND A hOOt1Ll15 OF . ELASTICITY OF IJL0.000 P51. COhIPOS�TE WOO� BEAFIS ICONS7RUCTED OF 3 OR hORE hEMBERS) AND . � • REPETITIYE t1Et18ER5 !e.g. JOI5T5 1 RAFTER57 SHALL HAVE AN ALLOWABLE BENDING STRESS OF I,700 � � . P51 AND A nODUL115 OF ELASTICITY OF I,500,000 P51. CHANGES IN t1EHBER SIZE OR STRUCTURAL , � . . � � DIJPLEX OU'ITLET � RECESSED CAN � CHMRACTERISTICS WILL ALTER TNE �NTEGRITY OF THE FLOOR AND ROOF SYSTEH. � . II , � : 1. A�LL STRUCTURAL PANELS (PLYWOOD. WAFER-BOARD, COHPOSITE, PARTIGLE BOARD, ORIENTE� STRAND � ��p 240 YOLT fOUTLET � EXHAUST FAN CEILING FAN � � BOMRD) SHALL eEAR THE 6ASIC GRA�E TRADEt7ARK5 OF THE A17ERICAN PLYWOOD ASSOCIATION. � � �J� 5. ALL STRUCTURAL STEEL BEAt75 AND COLI1flN5 SHALL CONfORTf WITH THE AHERICAN INSTITUTE OF STEEL � � . � COMSTRUCTION SPEQFICATIONS A36 . � � $ LIGHT SWITCH � SMOKE DETECTOR . S.D. � L. t1,ASONRY VENEER SHALL BE ATTACHED TO 511PPORTIHG WALL WITH CORROSION-RESISTANT IIETAL TIES. � � � TIESi SHALL BE SPACED NOT MORE THAN 33' ON CENTER HORIZONTALLY AND NOT NORE THAN IL' ON 3-WAY SWIT'CH . � CEN'.TER VERTICALLY. � . � � � 3� � OVER HEAD LIGHT � PULL CHAIN � �. AILL t1ASONRY OVER WALL OPENINGS SHALL BE SIIPPORTED WITH ONE STEEL ANGLE FOR EACH �" THICKNE55 . �� � LIGHT FIXTURE OF Y7ASONRY St1PPORTED AS FOLLOWS WI7H LONGER LEG Of ANGLE POSITIONED VERTICALLY: � � - FLOOD LIGHTS P.C. , . � �(OPENING SIZE ANGLE 512E � � . . 7�'1 UNDER CABINET LIGHT - � WPTO � FEET �' x3' xl/�' . . � . � . WP TO 5 FEET � 4' x 3 I/4' x I/�" � . . . . . ' WP TO L FEE? . 5' x 3 I/2' x 5/IL' - - . � � I WP TO � FEET � C x 3 �/T x 5/IG' _ . � - WP TO B FEET C x �' x 3/e' . � � � � � *� MISCELLANEOUS: � f O�UIVD/-iTIOIVS - . � . � ' � � I. IT IS THE RESPONSIBILI7Y OF THE OWNER AND THE CONTRACTOR TO VERIFY WITH LOCAL BWLDING OFFICIALS � � � � .� � THAT DETAILS ON TH�S� BLIIEPRINTi AND SPECIFICATIONS DO COnPLY WITH�ALL APPLICAOLE CO�ES PRIOR TO I. CHIECK THE DEPTH OF THE FROST LINE FOR FOOTING DEPTHS AND VERIFY FOOTING REal11REl1ENT5 WITH . BEGINNING CONSTRUCTTION. . LOCkiI CODE OPFICIAL5. CONSIIL7 AN ENGINEER WHEN ENCOUNTERING LINUSUAI, SUSPECT OR UNSTABLE � SOIL CONDITIONS. � � � . � .� � 2, IT IS THE RESPONSIHBILITY OF THE aWNER AND CONTRACTOR TO OBTAIN ALL NECESSARY PERt71T5 AND . � INSPECTIONS AS REQl101RED B7 STATE AND LOCAL CODES, AND ALL WORK SHALL BE IN ACCORDANCE THEREWITH. • Z. UN�LE55 OTHERWISE NOTED, CA57 IN PLACF. CONCRETE FOUNDATION WALLS SNALL NOT EXCEE� e'-O' M � � � HEIGVHT AND HAVE A tiINIl1Uh WALL THICKNESS OF e'. REINFORCE WITH TWO �5 HORIZONTAL BARS IN THE UPPER � 3. VERIFY DESIGN LOA\DS WI?H LOCAL CODES AND SITE CONDITIONS. CHECK WITH LOCAL BUILDING DEPARTHENT � AND LOWER 12' SECTIONS OF WALL AND WITH K3 BARS PLACED YERTICALLY EVERY IB' ON CENTER. - OFFICIALS POR WIND. S6EISnIC. SNOW OR OTHER LOAOING CON�ITIONS. IF UNUSIIAL SI7E CONDITIONS EXIST. OR LOCAL � . � � 6UILDING REDUIREt1ENTf5 EXGEED THE ABOVE DE£IGN CRITERIA, CONSIJLT WITH A LOACL ARCHITECT OR ENGINEER . � 3. PLLACE I/]" DIAHETER x 12' LONG ANCHOR BOLTS AT �'-O' ON CENTER, SET A nINIt1Ul1 OF e' INTO CONCRETE TO ADJUST THE FOI1NmATION DESIGN ANC OTHER STRUCTIIRAL ELEt1ENT5 IF NECESSARY. � � � AND WITHIN 12" OF END OF EACN SILL PLATE hEhIBER TO SBCIIRE PLATE TO FOUNDATION. - - � � � 4. THESE SPECIFICATIC7N5 AND ORAWINGS HAVE BEEN DEVELOPED AND ISSUED WITHO�T KNOWLEDGE OR REFERENCE � �. AWPLY TWO COATS l('11NInUHI OF TROWELED OR SPRAYED ON WATERPROOFING COTiPOUND TO EXTERIOR TO A SPECIPIC GEOGRZAPHIC LOCATION. THEREFORE, 511PPLEHENTAL TO THESE DOCl1nENT5 IS THE OWNER'S AND � . . WALL. SURFACE OF EXCAVATED AREAS. � � � REICOGNIZ DESTANDA�R205 FOR E�CH BUI DNGTCRAFTAAADETnRADENAND GOTiPLYI G WITH ALLUGOVERNINGNCODE 5. F�R FOUNDATION WALL ORAINAGE, INSTALL i' MINIMUM DIAnETER �RAINAGE TILE OR PERFORATED PIPE AT RE�UIREHENTS FOR TF+iE GEOGRAPHIC AREA IN WHICH THIS DWELLING IS TO BE BUILT. 7HE PERIItETER OF EXCAVATED AREAS AND BELOW FINISHED BASEt1ENT FLOOR SLAB ELEVATION fWHEN APPLICABLE) . . . � � � � COVfER 70P OF PIPE WITH u15 FELT AND A i71NIHUt1 18' COURSE OF ROCK OR GRAVEL. SLOPE PIPE TO �RAW . � OR SiU�iP PUtiP AS REQOIRED. � . � � � L. AL.L GRADE5 TO SLOPE AWAY FROH FOIINDATION A MINInU11 OF I' FALL PER FOOT FOR A DISTANCE OF 8 FEET - -------- �-� --- --- ----- ----- _ � OR Tf0 A SWALE. USE CONCRETE SPLASH BLOCK OR ORAIN PIPE AT EACH DOWNSPOl1T TO DIRECT RUN-OFF . � � � � � AWAYf FROn FOUNDATION. � . - .��4�`.�ii'..�l.O'� � � �. PR?OV�DE TERflITE PROTECTION AS REQUIRE� AND REHOVE ALL WOO� CONSTRUCTION�nATERIALS FROH THE � � EXCl4VATION NEAF THE STROCTORE - � DO-/T-YOURSELF SER/ESTM � PRO�JECT PLAN NO. 14528 � - Grcet elf�rtt hee gone mto Lhe deeign enld enyinaenng of theee , � . . � . � plene. Hawrtver, due to the inpoeeibiLty o� providing any on-eite . � � euparvrsion over the actuel conetrucUan, tfhe verience m Iocel _ . code requnements end other locel 6mlding mnd meether canditione, � - P.eeidentiel Daeign Sarvmee. Ine. eeeumae mo reeponeihihty for any . . , . demegee, including etructurel faluree, due to> eny dafmiennae, onieeiane � ar errcra m theee plene. . Furthernore, �hwld eod end/er aeethrr comdiGone L.e. hurncene, � . � � enrthqunke, anow, etc..J enuae loede other Chen theee md¢eted m . . � � � � � the Bmiding 5pecdmetione, or tor eny otherr unueuel eanditiane it � � - � � � � - _ �e recc�nandad thot you coneult uith locel hmldmg olfiaele an� a - � � . lacel e.ehitact or engmeer prwr 6o bagmmmg conetmcuon. � � i � ��� i � 4 / • . . . ' . . . � . � . . . . . . . . . . . . . r" "�" '�"�" __ . _�_ .._ ` _ " _ " " " '. " " " " " ' _ " _ " " " " " " " ' " " " " '.' ' " " _ " " ' _ ' � .. � � ' " " " " " " ' ." " " " " ' _ _ " ' ' . " " " " ' " ' - . . ' " ' " '.'.' " " " " ' _ " ' " " " '_ " ' ' ' " " " " " � " ' . ' " " " " " ' ' " " " " ". . . . . .. . . . . . . . ' " . " ' � " ' ' ' . . ". '.' ... '�' . ' " " " � " " " _.' " '�" �'." " "� " " " " ' " " ':._ � " ' �. �' ." - : _ . .�.. " '� " ' � '�' . ' " ' " ' " ' " " ' �-� . . ' " ' . " ' ' . " ' ' "� ..�..-� ................... � ................ . . � .� . .. . �. � . . . . .. . . . .. � � . . � � . . . � . . .� �� . � _�. .. .. ,_ ._._ . . . .. . � . . .. . . . � . �. . . . . . . . . . . . .. . . . . - . i . . . � . . . . . . . � . . . .. . . .. . . . � � . . , .. . . . . .. . �i� - . . , . . . � . . . .. � � . . . . . . . . . ......... . . . . � . .. . . ' . . . � . . . . . . . . . . . . . . . . . . . . . . .. . � . . . . . . .1 .................. �.................. . . . . . . . .. . . . .. � �� � . i � � : � '. . . . . . . . . . . . . . . . . . . � � . . . ................... ................... II work s a con or to e I e .,................ .................. A h II f m th at st Commonwealth of Massachusetts State � •••••••�••••••••••• ••••••••••••••••••• , ; ; ,. , .................. .................. , ................... ................... , Buildin Gode. , g , , - , , , ; ............. , , , , .................. :...:......,...... ................... ................... , .................. ........:......... , .411 Foundations shall rest on solid bearin �min. ca acit = 2t/sf). UJhere � � ................... ................... g p y , , , , , ; , ........:.....::.. ....:............. restin on fill such fill s material k com action method shall be as a roved -' ' """""""""" """""""""' , J - p pp � - - - ��- - — — — — — � — — — — , .................. .................. , , , � < , .................. .................. , in writm b the En ineer. Notif the en ineer if lesser ca acit material �s , , I .................... ................... 9 y g y J . p y , .................. .......,.......... , , , II �xistin St�el Beam Lme to' emam , .................... ................... ' , encountered before roce�dm with the work. � , g R .................. .................. , p 9 ii , .................... , , , , � ..::•::•:•::•::•::•::•::•::•: •::•::•::•::•::•::•:::•:•::• i , , , II All concrete work shall conform to the latest' AG Buildm Code Re uirements for � """""""""" """""""""' g q , , ii � .................. .................. , .................... ................... � , .................. .................. � Structural Concrete CACI 318� and the Gommonwealth of Massachusetts jtate ' ' ` � .................... ..,................ , , � II , .................. .................. ................... ...............:... , , , , :................. .................. , Buildin ' Code. In case of confhct the State Buddm Code shall overn. no concrete , , , II ................... ................... g , g g , ...........:...... .................. ' ' shall be laced on frozen round or laced when the tem erature is below 4� de rees ; ' II , ; p 9 i' � g , � u ; , , H.H. Morant & Co. Inc. Fahrenheit without written permission from the Engineer. , II , , � � , � , . , , , �i Architects � , , , � , �, , , II , Concrete shall have a minimum com u-essive stren th of 3��m si a� 28 da s. , , � p.o. sox aass p g p y ii ' ;, = � � _ � � � 221 Waehington Street , C�rout under column base lates and under other bearin lates shall be non shrmk; , , p g p , , � I � 9alem. Mceaschaaetta 01979-3633 ; , non-m�talhc rout with a minimum com ressive stren th of 5��m si � 3 da s. , , � ' , , 9 p 9 p y , , ii � , , Stairs E walkwa a concrete shall be air entrainment (5-�r, content). � , •: � , y � , II , , , ll I _ , _ , < � • �, , , , II . � ; The buildin walls retainin earth hawe been desi ned based on lateral su ' ort from �f lo �r�C� , g g g pp , , � , , � t e co e , II , , h mpl ted floor slablsJ and fraimtng. , , Clnterior Structural Layout 5hown - No Interior artitions ; 9?8 744-5354 , II �' , � ) �, ; ; , II , are Shown with this PTan View) , _ � , , , , , �978) 740 9161 Fax ! , Jnterior slabs shall have a steel trou�el firnsh unless otherwise noted. �xterior slabs shall : , II , � , ' II , ' Consnitanta: , have a rough fmish unless otherwise: noted. , , � � , II , II � ', � ; , � e � _ � h , � , R bara shall conform to �aSTM 615 3m5, Fy 6m,mmm psi. UJelded wire fabric , , , , , , n ; ; ' � , shall conform to ASTM J85. ; , ; ; , II ' , , � II s r d emain ; , : , , , Ew tin Steel Ba Joists Metal Roof Deck S st�m to R ' � . All exterior columns shall be coated with as haltic aint one foot u , includin base lates. � � ' � - ; ; _ , p p p g p , � , , , , u ' : , All Interior columns ahall be coated with as haltic amt below rade, includin base lates. _ , f� Y-� g J I� , , �� � Job xumuer. , , ; I , • ; ' Ali structural steel work shall conform to the latest AISG standards usin �� ,� g , : � �� , ' _ ------------------ ' � ' ' .45TM ,4- m s a es _ , �'1�'111'1 �`� �2� , 5 for all rolled h p . ASTM A 53 Cxrade B for all steel pipe columns � , II r � ; d AS - 2 - ts d welds ert ' ; II � ' � ; TM A 3 5 bolts. AStM A 3m� ancho� bol macie by a c ified welder � � , �� I I � 1�ata , � which conform to the AUJS DI.L A I one sho coat two miL mirnmum dr � � � ---=--------------=- • , pp y p y � , �� — r � � i , � thickness paint CTnemec 1m�9 ra rimer or e uaU.Touch u all bare areas includin ; ; V � � � I f I ; �c�bl"Ual" 29 2��8 . , g y �' q p J � i � i i � � j ; bolts, nuts and welds after erection: ; � ; '� , � I � � � � � � ' ' � ; No. Date Revieion By: � Coo erate with all other trades e r�fer to Architectural; Mechanical � Electrical � � � 0 I I I , ; p ; II .-' � � I I � , drawings for the lnstalldtion of sleev�es, inserts, chases etc. , �, I - � .. � , � II 4- I New 14'-m x 1�'-m" Insulated Overh ad �Door � ; , I� � � d Frame Systc�m wp UJeather Strippi g 4� Sides I ; - ; the contractor shall verify all existmg conditions and dimensions in the field and ; ; � ' + w/ Style k Crtl�zinc� as Directed by lF�d Owner � � � ; shall notify the Engineer of any discrepancy before proceeding with the work. , ; II r, I CConfirm 4-4eakl CTearance � Roof ystem I � - - -- ' - - , -- - - -- - , , - - ,, - - � - - - - - I - y _ � Prior to Pur�hase of poor 5 ste o� Demo6tion) � I � 7he Gontractor shall provide all neceasary shoring � bracing until all structural ; ; II � � � � � I ; ' , , II � � ; � � work is complete: - - - . II I � � � , , , , � �� � � � � � I , I, , ; , p , , , , �� � I I 3 I � � _ i ; . . , ; ; II p � J Al.l . I Existing OH Door 4 �rame I - . ; I , , . II � � � , I' to Remam i , , , . �� , � _ - , ; , _ � - - - - , � - - ; , , , _ , , � ; ; � , N � � _ ; � � � � r � � ' � _ _ - - � , , , � � � I I � � ; Project: , , , AI.1 /� L----- -- =--------=-------J ; � � - - ----- - ' ;�����f�� , ' ; ; New UJ 12 x 26 5tceel Lintel C8" CMUJ , , ; , . . . ; ; New �o" x 3��z" x =rg" Steel Angle Lintel (�" Brick Veneer) w/ , � ���'1i,�r�j f IS�S � , ; Gontinuous Base Flashing � Pre-Formed UJeeps � 24" c�G ; � f-" ' ' ; �O{� �oor , , , ; � � Confirm Bollard k Dock Bumper Requirements w/ the Owner ; ; ; �xisting Planter !�o be Modified as Directed by the Own�r : � j�f O J�C`� , , , , , � , , , , , , , , , , , . ; , � � � � � � � � � � 1 l�l � � � s � � � 2_ � �� �i � ) � i � st � 1 � � � � 1 � � l / � �� _ � � _ � �� . : , , . _ �: n� BoSton str��t ; , � 5alem, Mas achusetts . � " " _ " _ ' ' ' " ' _ ' _ _ " " " " " � .. " _ " " " " " " " _ " ' " " " ' " " " " " " " " " _ _ _ ` � . � ' " _ " " " " " ' _ _ " " " " " " _ ' _ " _ " _ " " " ' " ' . " _ " " " " " " "._ ' " " ' " " " " " _ " " " " " " ' ' " " ' " " " " _ " ' _ ' " " " " " " " " _ " " " ' _ " " ' " " " _ ' _ " " " " ' " ' " " " " " " ' _ " . . . . ' . . 'r . . . . � . . . . . . . . . . . � . i . .. . . � . � . . . . . � . � . � . .. . . � . . . . .. . . .. . � . .. � . . . � . . . . ' � ' ' " ' ' ' ' ' ' _ � � �i .i. . �� . _ i � � . . . � . � . . � � . r � . � . �i � ' � i . . . . . . . . . . . . . . � . � � � . . . . . . . . . .. � � . . . � . . . . . . . . � � .i � . � � � � � . � . . . . . . . .. r ' . . . . . . �; . . . . � . . � . . . � . . . . . : . � . . . . � � . . � � . . . . � � , , , Remove Efxisting 8" CMU � Brick Veneer as Re�uired for a New OH Door � � , , . ; ; S GMU Jamb B!ocks, Ty ical ; System 4 S+tructure (Confirm Jamb Protection �c�c�uirements w/ the Owner) , � w/ 1 - #5 Bar Vertical � �oth , , � ; Jamb Locations �ull Neight ' � , - � � � C�oundation to LinteU - Durawall : � , , ; � ; � Every 8econd Gourse a New ; ; � ', � � , ' CMU - Insulate New GMU Voids � � � , � , , , ' � , �� � � � ' � , � ' � � � � , � , ` , : , ; , , -t � �loor � �n ; ; , , , � ^ , , � �lev�tion . � ; � ' , , , , , , , , . a . . ........... .. � � , . .......... .. , � . , .:�, , � � I��tails , . ........... . , . . ............ , , , , . a ................ , , . .......... . _ � . , , a ........... � , �. , � r , N . . . . � � � a � • . . .......... . � .. . . . . � . � � . . . . , , . .: , ........... .. � �Otc�s . , /�,I I , , , • .......... , • , ........... ; , , a a ..,....... , �-- � W / � , , , . ...... , , , , . ......�• . , , .......:::• .� , -- , � , , , . , . :........: , , � � , � �� a . . ................ � , , / � , , , . . , , ---- 3 � 0 , , , , _ , ; , , ; , � � '� � AI.I ', ' / �/ � �- �� � , ` , , , - o,/ /a,� New lU 12 x 2G� Steel ; ; , � � , � _ ', o ; i Lmtel CS" Bearing ; ; � � ; ; ' Mmimum = Each End) ; �, . ; ; � ,, L � � , � I New 6" x 3��z" x �%" Steel � , , , ,�-- ---- � 14-fa �' , , ' � - ' �ngle Lintel l8" Bearing ' ' � ' � � � ' i I , r � � Scnla 1 ' , / I , ���- Minimum - �ach �nd) ' ' ' ' �� i ' ' �S �lOt�O� w/ Continuous Base � �" 'Brick 1/enEer to Match I �lashing � Pre-Formed ; �wstin , T pical - Masonr ; ; � ' ' � �E� S '� 2�° �C � y y � — _ ' Dtawing Number: K' Ties ��� bC Each U1ay � � ', , , , , , , , , , , ; , , , � Nead Not� ; ; Jamb Note ; , _ � ; ; , , ; , ; Nead Detad Shows Structure Only - Contr�actor ; ; Jamb Detad Shows Structure Only - Gontractor ; ; ' ; to Furrnsh t Install All Rec�uired Blocking � ; � to �urnish 4 Install All Required �3locking 6 ; ; 91'-4' C�ield Gonfirm) : ; Nardware For poor/Frame System 5upports , ' Nardware for poor/Frame System Supports ; ; ; , , , , e , � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � ���I ��� _ ��_��� � J�� � � �� _ �'-�" 1 �� r � i � l � � � � � � ' � � � � i � � < � � s � � � � � � � � � > 1 / � " _ � ' - � �� i i , hhm m8-�2m �m2��8) -- ----� ----__----- --- _ � ; il