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07090191 SI 51; -�''`WOCOURT,` 63ROBELO u ASSOCIATES R ► HCA 9,V) ASTRUCTURAL CONSULTANTS 1'1-1:65°-361-1`i0; FAX:650-780-9698 FIELD OBSERVATION REPORT TO: City of Cupertino DATE: September 18, 2008 Building Department PROJECT NO.: 07119 10300 Torre Avenue TIME: 1:00 PM Cupertino, CA 95014 PROJECT: New Two Story Residence LOCATION: 10415 Wunderlich Drive Cupertino, CA WE REQUESTED BY: Ayub AhsanQTS� PRESENT AT SITE: Ravi Sethi - Owner Alub Ahsan—Project Superintendent Francisco J. Robelo - Engineer THE FOLLOWING WAS NOTED: The purpose of this field visit was to review the structural framing in the above residence. From what I visually observed, the structural framing was built in substantial conformance with the structural plans and details. The exterior shear wall nailing could not be verified since the walls were already covered after they were reviewed by the City of Cupertino Building Inspector. Should you have any questions relating to the contents of this report, please do not hesitate to contact our office. Very truly yours, Q�pFESSrpNq� y c� p ancisco elo,PE Ui Cr C 30815 elm qTf OF C p`N'FO i KA FIELD VERIF EXISTING SLAB FO ® 24"50 5EE DET 6/4 (TYP) 15"50 5 E HTTI& DET b/ (TYP) JAN 14 2010 �oQQPGEESSION tiQ�0 O/�G V) C2 8 �^ — o � 1 P Rucl,) OF C HTTI6 HIb (0 D FOUNDAT I ON FLAN 1/411 = 11-011 TLL ci (R-2) 4X12 , I Q ZIR- �O 2 A W I 2XIC, RIDE 450 ( -I) 3 1/4" X 14" Ff Ib Pi kRALLM 2.0 (TyP) ��Q I 1` 1 I I I T I I � �c(rU SKYLI I `�ry`�yl I I I I I I I 2 H Ib II' Q TTIb 5, F (TyP) �QR GE .C mak, OP �'G C2 c Nom.300131 Q s � o OF Opp, JAN 14 2010 ROOF FRAM I NO FLAB 1/4" = 1 '-O" � �FXt� MLK II II II II II II I I A01 v II TOR SKYL I TEI I I I I II II I I II II L-----i h a 117p qx IIS a I _ (R-2) 4X12 TTIG TTIG m GGES ES a p VEL LJ 4 0 R-1) 3 1/4" X 14" I6 A L 2.0E ( ) (W 2 X b GL6.JST.O Ib' D48 LD-1 ;TYP) om I SaTOR GRA ------- az I �a � N SKYLIT'E �P I I L------- 1 O D48 (TYP) Q HTTIb I I' 11 Q9 I HTT16 pFESSIpNq ►��+ ��-5► NC LD-1 y�;° G U��[P �r� (TYP) 3008 d P• /I Q l��2 �p, Gly �`r S uc N 1 4 2 010 °01 (Ty P) C.,E I L I I ` & FRAI III ` O , FLAI `1 OFCP� 1/4 = 1 '-O"