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HomeMy WebLinkAboutPlot/Plans BLD05-00302Garage/DDR/Seawall & DocK - PLN General - 1/9/2006(cr°66):71 LiCdncre le 44 3 oo 0I'HEATED STRUCTURE orlo Nit a u uhEATED g' STRUCTURE iNc) WASHINGTON STATE ENERGY CODE WSEC Compliance Method: Prescriptive Path —Option IV Type of Heat: 24,4_, I C C c, 4- ktv, 41,s Glazing (windows, including glass doors) maximum U-Factor: U-.40 Doors: U-.40 or less (solid core wood or equivalent) Wall Insulation: R-21 Floor Insulation: R-30 Ceiling Insulation: R-38 Slab Insulation: R-10 Vault Insulation: R-30 Skylight maximum U-Factor: .58 Comments: A whole house ventilation system shall be provided by a system that meets the Washington Ventilation & Indoor Air Quality Code. A label shall be affixed to the control that reads, "Whole House Ventilation (see operating instructions)."VIAQ 303 & 304 t)e6 0 L0t-,+ 1.0A't 4/ CO/1 c cete WAY" c6oS -yC 4.50o ?" 1edmncreTe i A 7 6'3T1AJ WALL r78 , Abb r FS S App rove o p,:,4A.i S bN S4— . VO.r\ 115)(16'` I�w IM arc SToLz m �rr1 A continuous foundation is required around the entire perimeter of the structure. le b Coe N sP c„vo? Ui\1hEATED STRUCTURE ).05 O At P - lr7 000ff Suh ,mrx•I` ParIC 0ta,u��,.. , `' Yi r" a r a H w.. 1:; W oe,' „Ace �XiS}l.�hf puSG Typ L4. ALL. Sec Tian \O ,k?c0r I:6i 5 -1--. �. yp Ea6' COMer so or 7/ 5 _inn dNIP PraMMPL 3 �ff lr tl 0 , 119 S 37 s) E Full tFuss available onrsite a�t be _framing inspection. VENT AT 1 Sq Ft Per 150 Sq Ft WileriLos 1�����i eterif� e r' � r ic r vri A q Sor;D T5(pe-k to" iJI ?elf'r�r in5 j st( 2-S K D �✓ riciLL Gut -side wa4 LS Ho "0 , C a /L C— 2 L AiG4E-S 17. ►E5. 21. 23• 2-tf- ZS- 24,30. 21, 38.52.. S3. S?. Ss. (.s-. `.. .?a. f82. 83. $(a. /i;: I FT FOUNDATION REQUIREMENTS In lieu of an engineered design and supporting calculations, refer to attached details for prescriptive foundation size and reinforcement requirements. /V'tersor FL'n i s i Pry wo,�.L - �' ►n7' A/Q Hear i Vi j �'�► I'L u r1r,1� Y � a 5 EL ec7 v Exterior Braced Wall Panel, 4'0" min. (R602.10.3) Alternate Braced Wall Panel 2'8" minimum (R602.10.6) Interior Braced Wall Panel, 4'0" minimum (R602.10.3) Exterior Corner Framing, two 24" panels (R602.10.5) Lateral Restraint Panel, 24" single story garage return wall See attached details for additional information MUST MEET LL CURRENT WASHINGTO STA iESE PLAN.) MIDST BE ON THE JOB SITE FOR INSPECT! N. CHANG S SUBMIT CHANGES FOR PPROVAL PRIOR TO PERFORMING WORK 0 r rim 77 aoR m CD C OR Cif a_ � �_ ASP 414 CD F H d e. C5 CD 0 aa ar N a. vi J 0 n W (A C N vt � V I H N 1 • 1 0 0 p 0 o w 0 °0 rJ \/ 0 UMW= -0C C 1 oI� I,{D rt > C � � T CD c 3 Z > act CD z -n-� rrnr, O cm" Z --Mk Z> 3x -0OCD -4� 6> rn m el *�'n*C/,TI0Cga- mC mZa � c i•C ®Z u rt. idVG D M 9tV m n CO C) IZass < M .00. �t s 9h'Lhr o b�,�os O 1.4 y N 4= n �, S N• 09 tr � E X/S %/, ' 0 °o ; A (?1 a 74 -7-4 if 7-L442cJ i le ALA 4 Concre 040,1P rm rn rt rn r %be4,061_ te VVVST ELe .ossriCe'r\ 0` N Um c50,'C .a5 co ? 'Rcc ' rn 0( or cryTe. 6'e U arc sToLz rn �b1 OW t\ r t 115')de►+` 8'13T!IA WArLL. g x i(a FboT►r�� 6\4 lie Cot Qa Wy 00 Arnp 3 � �a0f ' . sob b ,�U.r �� PancL b c9a a� 4P 373 TO lipase. Frfin6 a oo A M P \IPO. 75/p L; ALL SecYicr ) rr-6p. S / -. --Ty P Ea611 Corner , - -- 3/i6- l FT 6.-re e°1°\!k0 5 Panel er<1. ;ram metal ?4." PLY X4, Fpeun;n aLL Gut' sad e waL, Ls /e0"a, eqe AlCeriar F'n ;sdi Pry. waLL._ -'Pairo" do o ILumI- Y Yes ELecT" v 0_ 111 cc b 1- 0 ti X \• k Qs kr) E-1/1 LI/ / S7,Y tai o o zr 0 5 1 .00 iv, Lis • - m rn ! co z•\. rri N., < : E r 1 • Ca' 0 'zz. Q) V7 4- 5 JT# N 7q'30'3 7 0 1.33 �= 5'a5'1a 2 R= 370. 66 L= 35,00 (?etr-o' X i ST i /V G7 THE t 5 A5 MA-jKed Pe -r AA / G h P L\s_.21‘0.,.143:5_1pcpir7 F 0-1 PLANNING MASON COUNTY DCD PLANNING SITE PLAN REQUIRED TO BE ON SITE CHA'N =,ES S'.i3 c•'.;T TO A'.= t'?CVAL _. By 10,0© i71 ri zfrC STOLz.MAY\ u) Ale," APPROVED MASON COUNT"( DCD PLANNING SITE PLAN REQUF;ED TO BE ON SITE CHANGES SUBJECT TO APPROVAL By 7-56- - Date y11.31-0 Cush may iie e (Vv 11 RECEIVED tFEB 2 4 2tin 426 w, CL.