Loading...
Plans (91) • , Job No.151106 Date: Page A of 7 MAR Cornelius Residence ' ' ''' "'" fillyi.P1. 'RT41)1 Remodel Structural Calculations 10345 SW Greenleaf Terrace Tigard, OR 97224 For: Iron Mountain ConstructioPFFICE COPY CITY OF TIGARD 'NANVIE D FOR CODE COMPLIANCE A i proved: ] A• iIrt 4p., mit#: rylc,.fram i 1 _ nn I Ati WI dress: I C;1314 Gr-e.e_v, I A (S te#: 13 : ""\---t Date: -.3.,),..-, i -7 Dove Civil Engineering 4914 SW Oakridge Road Lake Oswego,OR 97035 Phone(503)789—9380 E-Mail: Jeffdove1112@gmail.com '4 k 1 13,.- . 1'0 i PI, f �A Dove Civil Engineering Job# 11 Q� /% 4914 S.W. Oakridge Rd gate Mil ; t; ‘,f bake Oswego,OR.97035 P Fax (503)697-5926 Page of .- DESIGN LOADS: ROOF: FLOOR Dead Load: Dead Load C r'1-11 P 3.0 Plywood 23 Felt 0.3 Joists 32 Sheathing 2.0 Gypsum Board 23 Rafters&Ceiling Joists 3.0 Miscellaneous 2.0 Gypsum Board 2.5 Dead Load Sum 10.0 psi' Insulation 3.8 Live Load 40.0 psf Miscellaneous 0.4 Total Load 50.0 psf Dead Load Sum 15.0 psf Live Load W/Snow 25.0 psf Total Load 40.0 psf EXTERIOR WALLS: INTERIOR WAILS: Dead Load: Dead Load: Studs 1.5 Studs 1.0 Sheathing 2.0 - Gypsum Board(2 sides) 5.0 Sung 4.0 Dead Load Sum - 6.0 psf Gypsum Board 2.5 _ - Insulmion 2.0 Dead Load Sum- 12.0 psf LUMBER.GRADES SHALL BE AS FOLLOWS: Member Grade _ Beams . DF No 1 Headers 8$or-longer DFNoI Headers less than 8 it DF Not RQofRa$ers DF Not Joists DF No.2 Posts DF No.I Glu-Lam Beams 24F V4 or 24F-V8 for Cantilevers&Multiple Spans catasGIC Op Dove Civil Engineering Job No_ Y 4914 SW Oakridge Road Date: 'Z _ V 4,* Lake Oswego,OR 97035 Pg. o (503)697—5926 ? 00C D u' (*be. v a*r`t'-1is3 vvcief^ S Hoe.) LC1 .:5 FS'r-* P1/45-r. .,�� �G Gam! PLt; ��1L 1.4)t"Ctk 7f(. GDX 1.‘") r5C" .y�. e'L� 27.ty 1Zt'D6)15 IZ'‘o.c., -r re-,D Z i a 6 24t'&z. 1.2.tQS c, c � 54'' (?1" 2, t FsF � �i�r , Zv � t- f � PLS / y5 .,z-,- \ //e. ........... .c. 1S t' II �, — 42 I 1..t. -r ' 1t It 11 1 !t 11 p ! T `1-5 cL WL 11 ii 5C1 ..r��,,+� it 1� is rin Gt rG-�i jl z,op c ((5"ret" �_ ^ �LL _ fE tt 11 �v oN it _1 �1 ILS-. rr10S.STjrc. b o.rr ; C I �'u - ©t ' S L, $ult�f7/1-f'll j aCTj0ff, R 4os . 1. 2., i/4- X3/25w5 X16 `lJ.G , ';:7` (u ' .FAcM), b,,:. C3 g/-z�Z 70 Pte, �11'�jc ) Tz x '403 , (>'�: IA 1 ?1 45E Zx6 e 24i 0.1, b,..2 O.3�% L/50 d`, za z ( 'i- ±� _.,_- 7v pbc rt t r q.3 ; t/1 Si rL y= 5 6..1 4 pi 96- (o ' �, i2z 3VD.► �#c1 1M : "7 U.ic) -b "orc, ( ) (ar5) et 1 f .' 7 PP / b-n : 0,0 34', OK..?��afi S1 CSP 5c�$ Lr_ q .vfi /v Dove Civil Engineering Job No. 1 D Y 4914 SW Oakridge Road Date: (� 1 )1 S ;,,\10 Lake Oswego,OR 97035 Pg 4 of 7 (503)697—5926 ‘711412c0 fri r c U 917.415 27'r U ri E 1 se Ai ii 1- 1J t (T4(P) pRoy,,:-, 11-t-F0 1\ 6‘ - i - --_, _ &1/4Ct)X ?Lk? tikes � �pGJE "tk � _� . . � �.� icH 0'F p 7-7 i 1. �,I S a ( cr -IT 1 'i 11 1 in 1 1 1 10 1;1 I 1 III 1 1 I O ! 1 110 1 I 1 111 `\ E9C{ST1 6 moo f `ze.AISS Az)c;/4 Ie- fill, ov . i1 m-' -r'csc ik--1. t,,. km 61! ".2- Wt-t EC 17("PA krz, IV c.c'1 i--te tA.> t-114 151J-10) i )-( e) GoDs' 17--x't+k . -T r 0 WOO ?1 )'.P . . ` ice `Aga v. «r r !$ ' i ':.-.A� I f C f-- ii/V.:.... t 11 ,...1: itz... 1 -1 .1$47k:ji . '"---"jr,,.,, 3 • CP 4 t.it s ..i'i (L.iX0 4 3 , 4 , 41 L . N , • .ti I A 1\1•,, Jam' rd • X. '`` or I CS . . II It L ,...... 4- /C'S ---*_,_ i . 1910c-- /"3/15 P1(7- Guf r. 4'-0" 4'-0" NO OPENINGS ALLOWED NO OPENINGS ALLOWED - FIRE RETARDENT PLYWOOD OR ROOF SHEATHING OVER EDGE UNPROTECTED 5/8"TYPE"X"GYP.BOARD1' NAILING ROOF SATHING —7 vi i ,o,i. ix i ....(2)LAYERS 2.....____ I - Mr TYPE'X" # GYI'_BRI) f 1 FURRED@ i 2x! 1 I 245TUD S MAX.li Illil ! BRD.MIH.I f4 �� Q�oN® ��' � �� avow �iv4;!7,4 ii, it �^ Ill s•' NONBEARING GABLE PREFAB ROOF .. . TRUSSES '- 1 l END TRUSS C 24"ac. 4 FIREBLOCK® � :F. t4 1 (2)LAYERS OF 5/8" * CEILING AND � 1h 1; TYPE"X"GYP.BRD. FLOOR LEVEL "'`—�- t:;:±- :, 1404 :r; l`"�CONTINUOUS T .�� TRIPLE RIM STC NOT LESS THAN . 4 to 45 `: i�" P:fl--- JOIST SUBFI.00R (`,,T 1 , i �''!�FLOOR FRAMING (PERMITTED TO f �Ifi::� �t PARAT T i T_ RUN CONTINUOUS - vtioi rTO PROPERTY OVER PROPERTY LINE I LINE FIREWALL MN (2)LAYERS OF 5/8" TYPE"X"GYP.BRD_ ! L * ALTERNATIVELY: (I)LAYER OF X TYPE*X" 1"AIR SPACE CLEAR GYP.BM MAY BE USED WHEN BETWEEN WALLS.FIRE ROOF IS"311 FRAM®" BLOCK La`�,,10'-0"0.0. WITH CEILING JOISTS SPACED HORIZ.AND VERT. Ole 0..c.MAX For SL- 1 inch=25.4 min,I foot=304.8 min. -- FIGURE 83022(d) "MODIFIED"2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE 2011 OREGON RESIDENTIAL SPECIALTY CODE 3-47