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1987, 02-03 Plan Review CommentsSpokane County Department of Building & Safety February 3, 1987 D.A. HENRICH Design Alliance East 12121 Broadway Avenue, Building V Spokane, Washington 99206 RE: University Condominiums North 303 and 307 University Road Dear Mr. Henrich: JAMES L. MANSON, DIRECTOR st.vvisWEOilkE PLAN REVIELON s PoR 'THE R.EYtsEP PLA4S War, oN LETTER- t3Etcui AND Mfr. Poucy /40- es- 341 t of ►z/Ii Data and plans for the above project have been reviewed for conformance with the Uniform Building Code, and some parts of the Mechanical and Plumbing Code as well as the Washington State Regulations for Energy and Barrier -Free Design. They have not been reviewed for compliance with requirements of Federal or other state and local agencies. The following items will need to be addressed/clarified on the. plans and/or included as an addendum. SITE PLAN AND GENERAL COMMENTS 1. Before the permit can be issued and approval of the project by the Spokane County Health Department, The Spokane County Planning Department, The Spokane County Engineers Department and the Spokane County Utilities Department will be necessary. 2. Please check with Fire District No. 1 for the number(s) and location of the hydrant(s) to satisfy the minimum fire flow of 3500 G.P.M. Hydrant(s) are required to be installed prior to commencement of construction unless otherwise approved by the Fire District. If such approval is obtained, it should specify when hydrant installation is deemed necessary by the district (i.e., ,"prior to occupancy," "within days of occupancy," etc.() Such statements should be included in the letter from the district delineating the hydrant(s) location. EXIT COMMENTS Exit door lock or latch shall be openable from the inside without the use of a key. (UBC Section 3304). (ek) f A - LP NORTH R1 1 TEFFERSON • SPOKANE. WASHINGTON 99260•0050 • TELEPHONE (509) 456-3675 D.A. Henrich Febryart 3, 1987 Page 2 of 3 2. The door to the garage is not allowed to swing over the steps. (UBC Section 3304) . J p A-z 5W146/t4 >Zc< 33aV Ck) PCs) CONSTRUCTION COMMENTS 1. A fire -retardant roof covering is required. (UBC Section 3202) . ole CLASS '%a" p A--5, A n 2. At least one area separation wall is required to separate the building into portions of 3 units maximum. (based on their area). The construction detailed in the Party Wall Section, sheet A-2, does not comply with the requirements of UBC Section 505 in the following aspects: A. The wall shall extend through the attic to the roof sheathing. B. The wall shall extend to the outer edges of the roof overhang. C. The ceiling protection for wood trusses 24 inches o.c. must be at least 2 layers of 5/8 inch "X" GWB. D. The wall assembly does not qualify for a two-hour rating. For similar assemblies, see Gypsum Association file numbers WP 3810 and WP 3915. r•ACN UKcT 0145 aNE-HoUg W.L.Afg.otn PouNpirrtoiv To 1Zoo? SHEATHI * wPf71 on F H 10- . Ftut4ca SrEzr FRQh WE gate WALL f A- 2. Also, the floor framing as detailed does not match the direction shown on the foundation plan. OIG 3. If the ceiling option 'C' is used where an area separation wall is located, it may cause design problems. cEtLJNG OPTtoN G ^ice 5/i°14N- 4. Please submit a typical exterior wall section which shows the method used for wall bracing. (UBC Section 2517) . cCa - "pLyuoaD rp A z The garage/dwelling separation must extend to the roof sheathing. (UBC Section 503) . m m8,r, & 24f40o J/ f 6 6. Please show that the proposed party walls meet a minimum sound rating (STC) of 50. (UBC Appendix Chapter 35). tj k S G r7 Alt s-q Wltu igsa d-Tio►i ., A -2- PLUMBING, MECHANICAL AND BARRIER -FREE COMMENTS 1. If the area separation wall is designed without a parapet, plumbing vents are not allowed to pass through the roof within 5 feet of that wall. (UBC Section 505) . (:y) R l.- - D.A. Henrich Febryart 3, 1987 Page 3 of 3 2. Smoke detectors are required in the basement and at sleeping areas. They shall be connected to the buildings wiring and shall, sound an alarm at the sleeping area. (UBC Section 1210) . p A-21 A-31 A-4 3. Please specify the heating and mechanical systems. Lois) ElXcrikiG 31.s $oA J) 4. Please provide the capacity for 5 air changes per hour in bathrooms and laundry rooms. (UBC Section 1205). 0 5. If additional units are added as proposed on the site plan, at least one unit must be accessible per the Washington State Regulations for Barrier -Free Facilities. 0 HoNE J+G k/4CH soul SCPARt . wt'M 5010.11-r6 owHCtS ENERGY CODE COMMENTS 1. The type of heat will affect the required R-value in the ceilings. Please specify floor and wall insulation. R-3�'riFiEx 1N CE L(MGS The type of heat will affect the required glazing class and 'furnace efficiency. At a minimum, all windows must be double glazed. 11E11TLoss cALcs llEgtpy CLASS 6o LorNDows Fog EG&c;R1c 8A5Q,3,, NEpT- 6/ / -5- 151 j arm 1.1)z-,i(Q.+ loss MISCELLANEOUS COMMENTS Address numbers must be posted on each building. pr 5— Plans shall be tamped by a licensed engineer or architect. Please verify an• submit revised plans for the above listed items. Should you have any questions, please contact this office between the hours of 8:00 a.m. and 4:00 p.m., weekdays. Sincerely, DEPARTMENT OF �BU,,ILDING AND SAFETY Art( a " Martin'"J. Robinson Plans Examiner MJR:mas %- 202 j 771, MC7 bCCuRhtJC.j k, R- l Z - Svat7- CONDAM NtUM -1 14 207 ��1 Yo tiNiJi-�c,•,f RD W rs i7!{'fr�C;� 2I �-z'i = `t 62 1119 /WAIN 7 l 6�. '�N•- v«� EE 1k D�r'D 70 EF�$"' c./�C pF Cl�ru �'.v-:.1,r�l tt W 5 e_. Av�4t�n8c.€ �a� ,�R�1'aF��.�L; Poet �o �rrJ6cf� NEcsss��. 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H, FIRE DISTRICT it 1 PLAN II 87- 2°2 DETERMINE TYPE OF CONSTRUCTION - CLASS (CIRCLE ONE): I - II IV I I I V FIRE -RESISTIVE NON-COMBUSTIBLE ORDINARYOD ` FRAMEF/ MIXED NOTE: IF "MIXED", SEE SPECIAL INSTRUCTIONS FOR AREA AND BASIC FIRE FLOW, DETERMINE THE GROUND FLOOR AREA DETERMINE THE HEIGHT IN STORIES DETERMINE REQUIRED FIRE FLOW TO THE NEAREST 250 GPM (USE TABLE 2 T0° GPM F DETERMINE THE CREDIT OR SURCHARGE, HAZARD, SUBTRACT UP TO 25% OF (D); CREDIT (SUBTRACT) 2 G IF ANY, FOR TYPE OF OCCUPANCY, IF LOW IF HIGH HAZARD, ADD UP TO 25% OF (D) SURCHARGE (ADD) TOTAL DETERMINE CREDIT IF ANY FOR AUTOMATIC SPRINKLER PROTECTION. CREDIT (SUBTRACT) TOTAL l U7S DETERMINE EXPOSURE ADJUSTMENT;^ USING THE TABLE AT LEFT AS g GUIDE, ENTER THE SEPARATION AND ADJUSTMENT FOR EACH OF THE "FOUR FACES' OF THE BUILDING IN THE TABLE AT RIGHT: SEPARATION MAX ADJUSTMENT 0-10 25% MAX 11-30 20% MAX 31-60 15% MAX 61-100 1pp% MAX 101-150 5% MAX 1S1-OR 4-HR WALL O% MAX EXPOSURE SEPARATION ACT. ADJUSTMENT NORTH ADD 2 9 EAST c-: -y ADD % SOUTH '-f- ' ADD WEST ADD TOTAL (NOT TO ADJUSTMENT EXCEED /5%): DETERMINE ROOF COVERING ADJUSTMENT; (IF WOOD SHINGLE ROOF COVERING, ADD 500 GPM) Srt k.i2 ADJUSTMENT: (G) & (H) SURCHARGE (ADD) �03( TOTAL: 3zfcA 2" D OFF THE FINAL ANSWER TO THE NEAREST 250 GPM IF LESS THAN 2500 GPM AND TO TZt.NEAREST 500 GPM IF GREATER THAN 2500 GPM. TOTAL REQUIRED FIRE FLOW:;. 5 ^ 2 &pct. ;IGNATURF n I1TG GUIDE FOR DETERMINATION OF REQUIRED FIRE FLOW 1; 5 ADDRESS !j Co NZ U�l FIRE DISTRICT 11 PLAN # 7 A. DETERMINE TYPE OF CONSTRUCTION — CLASS (CIRCLE ONE): I II IV III FIRE —RESISTIVE NON—COMBUSTIBLE ORDINARY W -AM MIXED NOTE: IF "MIXED", SEE SPECIAL INSTRUCTIONS FOR AREA AND BASIC FIRE FLOW. B. DETERMINE THE GROUND FLOOR AREA DETERMINE THE HEIGHT IN STORIES C. D. DETERMINE REQUIRED FIRE FLOW TO THE NEAREST 250 GPM (USE TABLE 2 7 9 GPM E. DETERMINE THE CREDIT OR SURCHARGE, IF ANY, FOR TYPE OF OCCUPANCY. IF LOW HAZARD, SUBTRACT UP TO 25% OF (D); IF HIGH HAZARD, ADD UP TO 25% OF (D) CREDIT (SUBTRACT) 2-5-2- DETERMINE CREDIT IF ANY FOR AUTOMATIC SURCHARGE (ADD) TOTAL SPRINKLER PROTECTION. CREDIT (SUBTRACT) TOTAL c t3 a cl E" 2oG2.S G. DETERMINE EXPOSURE ADJUSTMENT;^ USING THE TABLE AT LEFT AS GUIDE, ENTER THE SEPARATION AND ADJUSTMENT FOR EACH OF THE "FOUR FACES' OF THE BUILDING IN THE TABLE AT RIGHT: SEPARATION MAX ADJUSTMENT 0-10 25% MAX ].1-30 20% MAX 31-60 15% MAX 61-100 1pp% MAX 101-150 5% MAX 151—OR 4—HR WALL 0% MAX EXPOSURE SEPARATION ACT. ADJUSTMENT NORTH ADD % EAST ADD % SOUTH ADD WEST ADD % TOTAL % ADJUSTMOT (NOT TO EXCEED /7%): -- % H. DETERMINE ROOF COVERING ADJUSTMENT; (IF WOOD SHINGLE ROOF COVERING, ADD 500 GPM) ADJUSTMENT: R D OFF THE FINAL T .-NEAREST 500 GPM (G) & (H) SURCHARGE (ADD) TOTAL: ANSWER TO THE NEAREST 250 GPM IF LESS THAN 2500 GPM AND TO IF GREATER THAN 2500 (:PM. 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