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Home My WebLink About37149 CULLENS TRAIL �� "" _ • ' �z) 2a c,wce x �" u-8� e� Eaat sEcnc� ��,�.-�{1 z 7j8 LG TEK SCR��'15 - 2 EAGi NtRiilN t8 GAUG£ t�IARROW H7NGES ` � g" LONG SECTIOAI OF 3� STRUT 'C° BETN£EN �hCa STILE, FJISTENED �'` YntN {z} 1/+-2o x s/8" 1�K CC SCREtt'S_ � . tL� � . a r : W � �`� � CO I � r � _ -�� =i;k . • C� �•--�--� ' - j a --�,�-- __��.,� '� c � — - ' - —-_--— - - � ,�i �`..«— _-----�; �_ . �-�� —��. _�;�:__.=�,,.n�.�,�—.__�� ! � tr~ . � '� `o '• t,� . , � � I ^..------•�.� ._�,� w '1..__ `- —t:�W - • + - _-�C� � � �,�� — 1 i� ; . -----�.�,.„�— -� :,—�o.,. ,,.,.��.-,-,J�{;�-- ---_..,.«,- _ �;� • t: •-- �1,. �r]e:K {�A'IUA,IAI f I ^--�- - ' �� :....,v --..._-��j`=_--•�--� '....��,. ----..,---��,. ' i � �:�� - - --.�,1..._.. __ --_ ' - - _ - 'I - _- - � �"=--_--- -_ =__--�.�,_:_ - - �..�.._ - .. _ r..-•-��'�_" 9'8" 2.5 2.5 19'4" 1710'12 + 17'1012 ti We 18'6' I ft e-- - 5' --H 6v AA IZ a6 _ _ CI 2.5 2.5 v ,7'10.12 + 17'1012 - 1O'4" SPECIAL NOTE *VERIFY ALL SPANS,CONDITIONS AND DIMENSIONS ON THIS DRAWING AS THE TRUSSES WILL BE MANUFACTURED ACCORDING TO THIS INFORMATION! CONTRACTOR NOTE: TRUSSES MUST BE ERECTED IN ACCORDA+RiCE 13 A j 5 WITH HIB-91 SUMMARY SHEET. ;. 3T * SPECIAL NOTES * y *ANY PARTY WHO CUTS OR DAMAGES * SPECIAL NOTESHONORED A TRUSS SHALL BE RESPONSIBLE FOR *NO BACK CHARGES WILL BE THE ENGINEERING DESIGN AND FOR UNLESS APPROVED IN WRITING BY AN ' -8Ay ViLLA6E. BLDR's THE COST OF THE REQUIRED REPAIR! OFFICER OF W/D LUMBER & TRUSS CO. SUNSE-T MO1Y L. t� 4 PITCH PL T.C.4� 8.C.-f LOAD„S4 0ER (� TRUSS TAILS OC.2f. QH. 2.' GRG.6" SCALE an FECP co. I'/A= I' DATE 112.7-�t5 DRAWN BY?�8 I REV. 12Z2- '1S G 2 of 2 CONTRACTOR NOTE: TRUSSES MUST BE ERECTED IN ACCORDA4E WITH HIB-91 SUMMARY SHEET. 5410" ___ -12'8" *SPECIAL NOTE -g- VERWY ALL SPANS,CONDITIONS AND DIMENSIONS ON THIS DI AWING AS THE TRUSSES WILL BE MANEAC i URED ACCORDING TO THIS INFORMATION! I i W T A 9'4 "v'I II * SPECIAL NOTES W T AT 9'9' *NO BACK CHARGES WILL BE HONORED BY UNLESS APPROVED IN WRITING BY AN OFFICER OFW/D LUMBER & TRUSS CO. A8 * SPECIAL NOTES * ` 1 i *ANY PARTY WHO CUTS OR DAMAGES i V UL T c A TRUSS SHALL BE RESPONSIBLE FOR I N THE ENGINEERING DESIGN AND FOR •51/1 I THE COST OF THE REQUIRED REPAIR! 1 I I NOTE: ALL TRUSS TO WALL CONNECTIONS y i I ARE TO BE SIMPSON ETA20 OR APPROVED `* EQUAL FOR MASONARY AND SIMPSON H5 "' OR APPROVED EQUAL FOR FRAME UNLESS NOTED OTHERWISE ON TRUSS LAYOUT. H SPECIAL UPLIFT CONNECTION LEGEND 1 i SiMPSotJ LT +(o = SrMf5wJ AETAZO C1 :2 R O= S(mPs 4 PAZ3 V BMS BY BLDR m—^ = S I MPSotJ PAZ? TOTP AT 'O ___ _____ : i Ii I I 1 1 ] WALL LEGEND Ii FT?lIIHiIIIU Ii 5.4• 4" A/ U1LLA E 1--L,S 234 _ ` `� T 19 spw SUET MODEL �-- -14'4' 10'4" - -+---g'$' --� PITCH .S 7.C• IB.C_ ILOADS k TAILS I0_C.Z'(° IQH. 2" jBRG.B" SCALE'$"'= I DATE 11--_7-q15 an FECP Co. DRAWN BYSL8 ( REV. IZ-Z2-9S �G l aFZ L14=27.9 \L3=39.38' LOT 58 SILVER OAKS PHASE III ( OWENS RES . \) 129.39' 10'- 1 14' CONCRETE 20' DRIVE 5©' 75' EDGE OF ROAD ¶1IBAY VILLAGE - E BUILDERS ' I It I NI ' T D I Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. fi 2 co CJ e s J LJ W W W Lii F----I W C ( v W CC H- W W Q W U ► ' W <C > xLL W W CL c1 H- (i W CL G') q W CL W Lr') I '� ► a WCL W --� Z Z W l'7 3 - f2 0 O ® p 's 4 cn H P ___ --- - - ---- -___1 7 a P I i 1 M i / zo \ z o Irfi o I e e LL i rT 21 _ _ rn > rn o I � � � t I c, Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.