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HomeMy WebLinkAboutPlans - 602 BOXFORD STREET 4/4/2016 r5lc m s r d§ Fod qeollm 7-111-:r_7 }z} [x{ � . ��Zgm�m S9z fa vple 2f t &alir 2 t »» . t, lily of r G 6 \wi-,p1ic 2!&buildifyi build1w «56u:-;eaWe6y gv, c.�: x ATV �"'NIA y c y y y . . . 7,7-7 G!4 ¢ - 6az k)\ & , ��Z / /V rz ?op ® srrr� 16'- 40' Lear LlevGfron �Cn_ :L�8"=/ Leff Llevafron fGALf:U8°=p GENERAL NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED 4. ALL STRUCTURAL MATERIALS SHALL BE VOID OF ANY DEFECTS THAT BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. DIMINISH THEIR CAPACITY TO FUNCTION IN AN ADEQUATE MANNER. STRUCTURAL ENGINEERING OR ANY OTHER PROFESSIONAL SERVICES 2. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH ALL THAT MAY BE REQUIRED SHALL BE PROVIDED BY OTHERS UNDER APPLICABLE BUILDING, PLUMBLING & ELECTRICAL CODES. ANY SEPERATE CONTRACT AND TERMS. OTHER LOCAL, STATE AND / OR FEDERAL CODES THAT MAY APPLY TO THIS PROJECT SHALL BE CONSIDERED AS PART OF THE 5. FRAMING LUMBER SHALL BE NO. 2 GRADE SPRUCE-PINE-FIR OR BETTER. CONSTRUCTION DOCUMENTS. 6. ALL PENETRATIONS (PLUMBING, ELECTRICAL, HEATING, ETC.) THRU 3. ALL WASTE MATERIALS AND DEBRIS SHALL BE REMOVED AND FLOORS SHALL BE COMPLETELY FIRE CAULKED. DISPOSED OF PROPERLY. 7. ALL POST SHALL BE CONTINUOUS TO FOUNDATION, 8. REFER TO BOISE SPECIFICATIONS AND CALCULATIONS FOR VERSA-LAM INSTALLATION. /�l Y � � I Z I ` I ��Z) I t l�-- ---_________ -_________ - ------------------ - r_____________ h_`__—____ _____— ! L_________________ J >�. __________2fi3G _ _______ ___ l I I t"------------- j i Za{rfnee GAY Q(j I I 1 1 n✓ I >a d 4 feta er C� �7a6� j i T'fop Per�ode }r I 1 1 �L1 _`f El°lf<,fIiR. I I I +y9 30"x 3CJ"x 1�'Dp�f q 5Feel Lally w er P, 6 Locolto» cYG� � 1 I I I ter, I 8' fi l �q+ 3r L--_ � r=G�?t vercr � f2x1213eora� ( aPo c�l,5ec�=5"- � � 0e^od t 3 -I", iPe%w _ I I!er_ l a ?800 I i I Ir3a�ee�enf � �7arage i I I I I I I I L I ✓a r m�(a,. uP t 1 l 'r" rd.!-Aa _. - ----------- __________________l J —j i ------------ ------------------------------ v 1 I 1 I L ________________________ S K L ��r " Foundafron Plan 5cate, /IL">PGI" A;A.BRA(§\(;@ )1i it ES PRIME( I i�it AS[A)i IN hVf I I ON(1.02,10 OF l I I l�s",rm I'll l( -; OF I It!"%I 11;SV it,MA1S1-€t IF ill H'DINt"ODI" i'OR l&'FkIts 1=imEI'MCN, M 20M AND AIXERN%i iVI,DESIGNS AS INIM A I ED ON 716E DRA"INCS,DO NO1 Ic NIODIF) DOOR OR WINDOW OPENING SIZESAND LOCA I IONS OR IIERAFFS AND LENCINISOFWALLS 'U'PROVAL CIPTICE Iz'N(;INFF.R,%S'l IIIS NI%% REVV, I' SI LIN NON-CONFORM I ll'!IVE .:A 1,1,BRACI 14;REQUI R K M ENTS OF T;I F,COMI-11 IT EXTE11 H tR€4';k 1 l,s%LL 4i-OP l Es H)RV Mi V E IP I#I I S-kk SP OR AS NO IH)ON DRA Mvll 1, S S E.L W,Lt 11,S!I L FI D-1 (U� WA�,L ------------------ -------- Vfl?Geih'q 2 Z4' 7 Din/V Alicm L--y- J I J I ------- Z 1, ,q- Z�/r-lo,of ]-' Oy(-)U/ zap 21852 2842-2 x � - « � Fall , W m Ap zd ( 2' ----��--�--- A — \ \�zd22 ! rf Z tZ d Z ««� Z � Z + 28,12 m42 A « z 2842 r z 2 2 SndorK\oy 0,!l 9 e-�'//d® LAWRENCE 11,OGDEN.P.E, 198 EAST MAIN STREE'-r x-,�p GEORGETOWN,,IA,01833 �1 , - DPON ° _.. 9T -35 8832 cell SQ2-5'71 e a i,� t k t' ei .-. _ ":51 F/Gi- fo.1. k r,rte I I I i I � I a v _ c 1 I e � � l � : 1 s i�. 1 � f rt J� ` ' i ii i • IL - c ¢' rl a _ I > _ I I t Jnr I L 3 I _ -_ _ o �w _ 2-12 n rd Oe ir',d • �I:idc7e lleaf AON o �x1C%gaffers�16"0<-. IZ ,/7„Cox 2 x 11a 1' '"STAT 1"e11('ocu`ir�E'aG�l ����� s,wre Is r. �"381n��ia:'ron sra«en \pba(1 ahicz�les �Zr5�2 i �4•4'Yroper 6%en,' I0117 1 p� s'".vson� rszz sT2gp �ir�p�on7?egfc Gable tach cif Nailed ff Glued sTkap T, e ..,p sr.R ruYe.r ['£� 6t'� _ �sE AT f a (f.. Zd0 ell„oN. ALSo , V en1eU�C.`I ft \ P GEiti+-G 101Si FAQ \ .• _ N�Rk�eArU� 2A'65iud5416"CG \ / �3,16c�NA1C5 PLaTe Tn k'-%1ln Matron 8'l '1/4"T'5 'f}Arc J Rlm 1/2x PJ mood Nailed g Glued \\ rrn. \�G�Tof NAt4 7X1Q G16"O.C. �5"oc L'-ulld/rt�l�aper � I�• h f loof Jofyl PA(SCD PI-.Arre RAFTER T,4ku3r DFT,lTo PWrE >, Siding:l.f J_-. J I I I I I 514"rn fly cad Nailed,?Glued Ixlo 9161foc. mire„j? floorJoim�,f 1 1A ,,r"l ' 1 Ke Waili I l-30 i i fl2"'o.d.,n_r`7ar Gc,11s I I i lns✓lalion i i � t 1 II 1 I Ig"Ffofl refs-L-JS .+ i i i ii i i i Ga�f�nl5lab I I I II 1 I I a —I-- i i I Garage 51ab 1]aTrY PrCC1ifk1 '171n. DelanGrade �.'. !r"leli i:or•7pac 1 CGrwel NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. , Cr055 —'5Cfcll'o 7 2. FOR ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN. EXTERIOR DEQ,I'ORCIIES 8s STAIRS ` c0 �PtatG 5pau.vc _g_Paciuu sp Iva 9-10-13 DECItS,PORCHES AND EXTERIOR STAIRS TO RE DESIGNED FOR TIM 3rd FOLLOWINGLOADS. LIVE LOAD 40PSF.,SNOW DRIFT IF APPLICAnLE AND WIND LATERAL AND UPLIFT FORCES GUARD ANIS RAILS:200 LBS.IN ANY DIRECTION AT ANY POINT. y2, 5 iS�N 141t INFILL COMPONENTS:SO LHS.HORIZONTAL ON AN AREA EQUAL TO I SQ.FT. HFf 7 aEP A®�P 9 0#dii OF Lo'p6R R STAIR TREADS:THE GREATER OF 40 PSF.OR 300 LRS.CONCENTRATED LOAD. B e;.6'oC nlx �yt� n$+b5, v X986 5 oR 471 vt O fJ DECK CONSTRUCTION IS COVERED IN SECTION R502.2,3 OF THE 8t4 EDITION 6asrr>�nctrz 3 sf� AAs c M M0.xTt,R OFTIIEMASS,STATE BUiI.DINGCODIuFOR RESIDENTIAL CO1tTRUCTION. NOTE:NEW SECTION RS02.2.2.3 REQUIRES A DECK LATERAL LOAD 4`m UNCONDITIONED PORCHES. CONNECTION.SEE ALSO MASS.AMEDMENT TO SECTIONR02,10 FOR co . GENS R'SP4ciNG 60 PSI PECK LvAq UNC S. Imo' 6 w Ip E v! r-r- 6°nc, ROPER TO AMMERICAN FOREST&TAPER ASSOCIATION(AF&PA) Hg Si m A PRESCRIPTIVE RESIDENTIAL WOOD DRCK CONSTRUCTION GHDE(DCA6-09) W I D4 D,b c. AS REVISED MAY 2013,MASS AMENDMENT R30I.1,1. iMp60 1 CONSULT A REGISTERED DESIGN PROFESSIONAL FOR ITEMS THAT ARE NOT . ..'.. tOI`(++ 'i'O l2' 4v IRE, 4-'Or. g e -PA g'r';�Anttiem S 71^111 IN COMPLIANCE WITH TRIS GUIDL 14' 9-" FAS1'1 I M$5P R TEcNtvlcAl t3�4 E7'thj IE ALSO SIZES HELPFULGUIDESTODECK CONSTIIUCTION.SON �T PURLI .,x�,'P Rend ,�OtST �©R -. iN5T,ALLA-n ON ,1'Rcam'.DUR-R.5 faN© OTt-IER RE6?v1 p E P r� ALL WOOD G MATERIALS TO BE PRESSURE TREATED, t PsONn v I�RaSidR I } ® e any S s ALL EXTERIOR CONNECTIONS TO HE.CORROSION PROTECTED. j !gar-t�M��f7�tizpha� .... ,. O G CONTRACTOR TO COORDINATE TYPE OF CORROSION PROTECTION 4 R4 R. 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