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<br /> CUP170VEQ (5/FELTQU - _ _ - - - - - - - - - - - - - - - - - - - -
<br /> l/I' APARATEDF1YMp7D - - - - - - - - - - - - - - - - - - - - - - -
<br /> 2351 ASP�4AL T SHIAGLFS
<br /> I?- - - - - - - - - �� ----7.�51 ASfl9ft l.UflA6iES
<br /> ShEAT1AGtIVfRTIPUSS - - - - - - - - - - -5 - - - - - - - - - - - - - - - CQN°DOVERIS1FfLTIN
<br /> BY M=GR. e 24' OC - - - - - - - - - - - - - - - - - - - PC�GD BAFFLE SfE ELEVATIQVS J fUM DVf'k/S!!fl I OY
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<br /> Q-49 F18ER GlASS-�-__ - - - - - - - - - - - APEMAAbF. TIPUSS e 14'GC
<br /> ATTIC IIVSGCATIOW - - -- --- Q�SIGN AA67 LAY�JT - - _- - _- PAINIED hETAL 4'X6'LR 6`J�'
<br /> - - - - G1A GUIiER d iCLi7 POST SEE ElfVA11Ll1�S
<br /> I/2' GYP. �i47 - - - - tF1l1AG tIAE
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<br /> STLCCO PMIELS MASTER MASTEI2 H�14 SI�P.SnV
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<br /> FIN. FtR. L IAE h l�l,D S1LC /',Y8' UD. FASf1A ,�p(pIy,�p(j�)s
<br /> NATUPAL STI�11E LQ7F AISTS AS PEQ PLAN F T Q A - - -_ - - - - - - - - - - - - - - - � rFn�nr. ' ° O U R-49 FI�R GtASS SE'E RCA7��
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<br /> R-3B FI�iP GLASS � SIOIAG ,,_p, o o �o ALL SIDIAG TO fdlif�ii1N SfkEfikS 10 �%1��1�IYYFK i'ATER
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<br /> LIAE o � hqP11(JfYTAL LAP SIDIAG HPES�TRID. l!D Slll Il/�B'O!A X!1' .1�Lf(IEO BYlAAEP
<br /> � FtI�IP J71STS(SEE PtANS 71/!' 9'-0" LLRG A.B. e 48'GC M/3'X3'X!/4' INC.
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<br /> '� ���,��� M/C�D�K(1P GiPA VF[ MI NI MUM F2EE VENT I L A T ION AREA SHAL L BE 1/1 SO OF THE AREA � �
<br /> /��// � � �'� ��1 A1NT ' ' 3i4 MIN. Y�APH07VE0 FILTER D� THE VENTFD SPACE Pl20VIDED AS PER IRC l�'806. 1 O
<br /> TYPICAL STAIR SECTION �p4' .[. hEM9PAAfPERR4Q5.1 -AT LEAST 4a%-50% �F THE REDUIREQ VENTILATION AREA SHALL BE
<br /> ,� Pi2pVIDED BY VENTILATaRS IN THE UPPER PORTION QF THE ATTIC !►�
<br /> ?XS(t1Ua!QKIAfi OR RAFTEl2 SPACE. UPPER VENTS SHALL BE LOCATEQ N� MDRE THAN �
<br /> INTfRIL1PFINISH ELEVATION N1S E���� IP408. 1 UNDEl2 FLOOR VENTILATION: 36" BELQW �'IOGE LINE. AS PER Il2C IP806. 1 .2
<br /> �pj� FLYiQ7SlEAT1AG 1 THE UNDER-FLDQR SPACE BETWEEN THE 80TT�M DF THE FLOOR JOISTS AND THE EARTH
<br /> 10'MIN. F ///j SILDY�IL UNDER ANY BUILOING C EXCEPT SPACE �CCUPIED BY A BASEMENT) SHALL HAVE VENTILATIDN A
<br /> �/�'',p�(y BAlUSTEIPL17VElAILED j/ / E���t OPENINGS THR�UGH FDUNDATION WALLS OR EXTERI�R WALLS. THE MINIMUM NET AREA OF e i1'ALL SECTION
<br /> INTpIREAD �1 �i2"" 1'XP.I.RATEY/1/1'DIA VENTILATIQN DPENINGS SHALL NET BE LESS THAlV 1 SD. FT. F�R EACH I,500 S�. FT. OF UNDER
<br /> �U�CH7P Q1 TS r 48'GC FL ODi2 SPAC� AREA, UNt ESS THE G20llND SURFACE I S C�VERED BY A CL A SS 1 VAPOR RE�Alc'DER
<br /> •g•� - • MATERIAL WHEN A CLASS l VAPDR RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF
<br /> � �••��`::�''•�:-'_-• tQVT. FNIIIIGSEE aAN
<br /> �1�, i� , , . ;�i•- ' �° •.�:":., VENTILATIDN DPENINGS SHALL Nt7T BE LESS THAN 1 S�.FT. FDR EACH 1,SODS�.FT. �F _..-8'�� VHVfS
<br /> 1�4 '�-_ _ _ . •'•.��:°:�:::�,°, UNDER-FL�OR SPACE AREA. ONE SUCH VENTILATIIVG OPENING SHA�L BE WI THIN 3 FEET OF EACH
<br /> fpP SQ2'-�2'tf ATIIC
<br /> �4� f Si���R 1 !/2' LCfTERFINISH T�� 2]r1' � "�j�a ; CORNER OF THE BUILDING. �`�
<br /> MLID STRIAffR • These p 1 ans ond the des i gns
<br /> 1 1/4' OIA PIPE QP PAINlEO � B `� � " " FIN. t� R408.3 ACCESS: �? 735/'�S�Lt(�SHIAG[ES here i n ore copyr i ghted under
<br /> STEEL TL�E .(�3 MAtL HAA�PAIL ACCESS SHALL BE PROVIDEO T� ALL UNDERFL�OR SPACES. ACCESS aPENINGS THROUGH fHE FL�D12 �,S�EftEY�ll(�lS ���1��� Federa 1 Law by Peter RQdulescu
<br /> SHALL BE A MINIMUMIB" X 24". �PENINGS THR�UGH PERIMETER WALL SHALL BE NOT �ESS SFfATIhGOYER l�S Designers 1999.
<br /> 1 t/Z' TIFFAD YALt FRAMIhG tN0.�R C A P P E D E N.?, Y EL D A h C I THAN 16" X 24" . WHEI�! ACCESS CIPENING TH2C?UGH THE WALL IS BELL�W GRADE AN BY N�C�P. e 24'Qr
<br /> YALL ilAl� G�PII�SMC�ITH SHEAR BLOCKING AIPEAWAY IVOT LESS THAN I6" x 24' SHALL BE PRovroEo. IMPORTANT INFDRMATIDN
<br /> WOOD STA I R DETA I L 0 SECT I ON RA I L END RET URN NTS UNDER FLR_ JOI STS o jI CLQ �tr�7 B�F�E pLEASE READ:
<br /> NiS �S � T/ALL SECT ION �� �!�,� The p 1 ons you f�ove purchosed or
<br /> for the constructron of ONE hon
<br /> RAFTER/MAMF. 11 '���� �o c�rcuns tancesP r sx j�n�e9QUn�e�
<br /> TiPUSSfS e 24'LC pty�fID y�lG. ���`AT1� bu r 1 d fron these p i ons nore tho
<br /> 135,/ASPI4AL T SNIAGLES �E�A� 7`.tb'SiLOS e16'GC once w i thout the wr i t ten consen
<br /> QVER JS/FEL T�VER 1/2' S�CO YAL!
<br /> ���y��T�� "CINV. MIP•'`Srf NZL�11N i Radulescu�eTheserp�ons�ore
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<br /> 2'X BLOCKIAG Y/ EUf/WILIAG ���Tj� v;01 o t i on of federo/ copyr i yht
<br /> GALV. VENTIAG YXb'ST(DS e 16'Q' 1 o ws to reproduce then. Pe ter
<br /> FIZ.S SE�ISMIC 11ES H7.LnYIV-SEF SthEtltE �T��� 5�8 11'Pf'X'GYP. �1 r �'adu/escu Des i gners
<br /> YALLS AAD CEILIAG YIIH R-2/FIffR GCASS w i ! I fu 1 I y prosecute ony
<br /> G.1. GUTTEIP ��1l��,; fGGE NAIUAG p 6 MI( PLlY VARX 9�PIfR YA1! lAISLLATIOW v i o t o t i on of i t's copyr i ghted
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<br /> FIR SIZE) KRIZL1VlAL LAP S101AG i t i s unders tood tho t i t i s
<br /> STiD YALL SELKlEO BY AhER conp/e te 1 y the respons i b i 1 i t y
<br /> o EPC Gi�PC� SI1i�SOV ������ ?'X Pkf3'SUPf IkiD.�iyB'OIA X 12" I516UILDIAG FEU o f the contrac tor to cons truc t
<br /> TY�RTST CAP LG'IG A.B. e 48'(I Y�3'X3'X/�4' IHC. QP TYVEK YAIBM 1�2AP the hone descr i bed here i n, on
<br /> �T���� o ?'X6"STLDS el6'LC PLTf YA,f7fR any port i cu 1 ar s i te and w i th i n
<br /> e PDST b BEAN 1X STt,n P1YILID SIfAl1AG 1/!'APA RA�EO RYYG� the con f i nes o f the gavern i ng
<br /> S}EATIAGfQSBAr.1 jurisdiction. Peter Rodulescu
<br /> 1�JYS Ibd e l2"O.C., 8'CUC YALL 1vl-t4�1R e lLP Des;gners tokes no
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