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HomeMy WebLinkAboutBuilding Miscellaneous 2014-2-11 ROOF DECK FIRE RATING For Deck Remodel 650 Harlow. Rd... Springfield, OR • Client. #E1;985_ Date;_2/11/14 SP 12 zo/y,,%39I Scope: AE Group,Inc. has been retained to provide design and approval for the remodel Fire Rating for the decks at 650 Harlow Rd. Conclusion: Per OSSC 2010 section 721.6,Table 721.6.2(1)and Table 721.6.2(2) 2 x8 wood joist 10 min. rating, 5/8" Type X gypsum 40 min. rating 5/8"Type X gypsum 40 min. rating Total 90 minute >60 minute required rating See the attached detail for fastening requirements of each layer of gypsum board. Code: Oregon Structural Specialty Code,2010 Edition ....n GROUP Gary Froehlich PE �c PR 1 S Ang Engineering Group, Inc. e'sjtyGl�c4;.,,F�, ABGROUP Ce U.+ 19707PE '9 ;_t CJVILec 7; STRUCTURAL icu /' ENGINEERING - '9""�a 1355 Oak Street 9yf S", Fi,:j':t4 Su eee?oo tia_ FF %(t Eugene,OR 9740I Expires: 12/31/IS ph 541 341 1332 fax 541 341 1219 angengineeriugcom • CIVIL& STRUCTURAL _ p 4 ENGINEERING .Fleet PI O7Ec1/oP - PAGE NO.: 1 PROJECT p 5 IeIA 1355 Oak Street,Suitt �p `Jd Pinto L.r. R4� s If/J Qe LOCATION: j Eugene,OR 97401 • y 1L..I Phone 541 341 1332 • CALCULATED BY: 0I" DATE 2.- //-/ ' PROJECT NO.: I% 1 ` 9S • n • - fax 541 341 1219 • • GROUP angcngincering.cum OPEN PECK 4.r3ov5. • (E) 2. >< 9 /6 I%. 111 N. • IQOOF QI CiC t1E11r31PANl MIN . 1/2tIPLYwp 2_cccrt`IG O W4 Lc. FRAn1NC, ArainiThm.m. = 41--." ( 2) L4Ya2 TYI'C - X 5/9" GYPSUM 0 PE/4 cEc IC' BELOW 134.-SE LAYEIP APPUIP AT PIcNT ANG LT.s TO Js T. WITH 1144 TYP9W Deywa l.c ScPF_ws 25` '1,1/ FACE- LArl_2 %" 711PE -X 6Ye. 49F//- P 47 krc H7 ANGLES To To J ST, WI h{ I 's" TYPE W DRYWALL SCREWS /e0/, A-7 JOINTS 4-N17 -1.NTEKP-IF_(7 IATE. JOIST. OFFSET JOINTS 24" F2OH 13A-5E LAYER •JOI/'4TS 1 7 PE-CT 1 �2 Y p PRL3,c nPet WALL 5c1EWS / 2"el PLA C/=D 2'" 1��'40,�N�•Tr, (34Cr< D,(t F/TKE2 S/OE OF FNo • G 74v,19707PE'9 J o/fs . W . ? M1'y//�1'��4�,�� N Jr/�, ny� y5 1Snat rM. F � 4- y Expires: 12/31//