Loading...
Plans ' .: ` ua , 2°v , 7 2- oo 373 t 9 , - . _ . - _ Re -Roof Pre-Inspection. Report Form G�� r Requested by s �/� / Telephone t s ) 7 ,? D - 6/3 5/ Job Address 9600 S Ld 5- MO V L A1, Permit #: Roof Access Location Date Requested /o /6 L Time Requested 9a'rr, Type of Existing Roof 5.-$r / r v p /4t it Ca I kar f 1. Slope of roof deck / G 7 . 2., //0 /'/L U602 2. Roof /Penetrations /General Conditions ❑ Fair t2 3. Are there blisters? ❑ Yes ■ No 4. Are there cracks? 0 Yes CESNo 5. Is there evidence of water ponding? ❑ Yes lallo 6. Is moisture present under roofing (leak)? ❑ Yes ii No 7. Is roof insulation existing? ❑ Yes KNo 8. Is roof insulation wet? ❑ Yes - jio 9. Property line setbacks on all sides > 10 feet XYes ❑ No 10. Building, size ❑ <3000 sq. ft. ig<6000 sq. ft ❑> 6000 sq. ft. 11. Building height 2 Stories ❑ > 2 Stories 12. Class of roof required ❑ Non -rated 2'A. ❑ B. ❑ C. 13. Type roof deck [combustible ❑ Non - Combustible 14. Roof drains: 'Provided ❑ Required ❑ Adequate 15. Overflow drains fgprovided ❑ Required [.Adequate 16. Attic ventilation [provided ❑ Required giAdequate 17. Roof listing OtProvided ❑ Required 18. Installation Instructions rovided ❑ Required To re -roof this structure the following conditions must be met: The re -roof proposal i Approved for permit issuance if the conditions listed above are met. After obtaining your permit you must contact the Building Division for an inspection when the roof deck is ready for the first inspection. The first inspection for a complete tear off is the deck inspection. For a built -up roofing system (overlay), the first inspection is at the start of the job. After the re -roof is complete, a final inspection is required. Inspector // —y7 2q2 3 (9./.3f/ G Z • Date 1113uicrusgReroof Preinspection Report Fomi t • 1 4 l 9800 SW SHADY LANE MT. HOOD ROOFING CO. CAPACITY FOR ADDED ROOFING JP I 29- Aug-02 I 10724 S cRUCT(Jf �� PROF- GIOVE % 1 OREGON I RENEWAL 12-31- 02.1 pp. 10724 -1 To 10724 -3 JOHN W PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER t/l 'd 99Q9' °N 9NI833NIDN3 NI)IVd NHOf WdLE:I ZQQZ '6Z'inb JOHN W. PARKIN (our - I CONSULTING CIVIL AND STRUCTURAL ENGINDER 500 WASHINGTON ST. (360) 694 -8378 VANCOUVER, WA 98660 FAX (360) 684 -3376 s-L.j s - 7 L* - t (S �r,�.�t- �-n r fir *700 LDO • . 4 1/Z1 /0 L 1V (s--cis) bps ->>3I ' a 2 A (Vy nn " A .i V J - ‘A t _ 0 • !•A � ' r nJ http: / /www.johnwparkin.com e-mail: name ®johnwparkin.com t/Z 'd 9909' ONId33NIDN3 NINdud NHOf ZOOZ '6Z'2nb 11 JOHN W. PARKIN f n7 tA.4 — CONSULTING CIVIL AND STRUCTURAL ENGINEER 600 WASHINGTON ST. (360) 694 -8378 VANCOUVER, WA 98660 FAX (360) 694 -3376 t44 DP- N . I T4 4,2 TTJ wt G Nt.-0 4, 'L�k e • k , To'64 -L - tf t4I4 - r = 3 Z 1 . s; er, — 4, M f0 4-t' 3 0►I. 3 8 rzi s f, w c, Loom -n, 0, to bo 4. TAW s� - r 3 , ►tklw+sl ruc c . ? • o It Orin -0o cD 4-oo co Ito orzii Ic 1, $ A fr - r • b q 6 P �� •RA3 F, wuce.t.4 -ten. (-r pt 1rtcl : _ Loc ? 4. 6 1 (W. v. � 7 9L ` C 2 - L -r N . I � 6'7 X I . I r,c t • 1 S = Vt IN, http: / /www johnwparkin.com e-mail: name@johnwparkin.com b/£ •d 9909 °N 9NI833N19N3 N118Vd NHOf OldLC:1 ZOOZ •6Z'snV JOHN W. PARKIN lo - 7 _ CONSULTING CIVIL AND STRUCTURAL ENGINEER 500 WASHINGTON ST. (360) 694 -8378 1 VANCOUVER, WA 98680 FAX (380) 694 -3376 (•.) L ^�� S 1(0 d Gfietuc. t ( c -P>hJ 1,11 ) W -- ✓ � ( 'fi b g $Q tt,r. kfit- t$ S 3z $ 00 • ViA ( t,. 1 . i14.i0■4-9 .b - vt-LA..0frstkilut 1.n1 .retc t JQJ t.T.A1 f S 44 fAkinhw.J et OT 1 f r 1-r , A -c -rok _ . L. '1 -r "- 0A.0004e0 (Q -�►.J ,s 13- 6 etc . 3 e3 t. i -c A... s s V C 4. 4 t,4 /K p urye-rt 6oAtsrs7ciJ1 v tirHH Ir 1rP DL 1-2 -JeA -- ti 0.4 4 , PrwJPOs-sO ,f - l.{„.! "1 'ref- i t http: / /www.johnwparkin.com e-mail: name ®johnwparkin - com 17;"17 'd 9909' ON 1 d33N 19N3 N DIdVd NHOP NdLE: l NE ' C' inV