4503 GRAND AVE 2012 Plans 2022-12-02

� WRITTEN DIMEN510N5 ON THIS DRAWIN6 SHALL HAVE PREGEDENGE OVER SGALE�DIMEN510N5. • GONTRAGTOR SHALL VERIFY ALL DIMEN510N5,GONDITIONS,ETG. PERTAINWCv TO i7HE WORK BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY�/RRIATIONS PRONa THE DIMEN510N5 AND/OR GONDITIONS SHOWN ON THESE DRAWIN65. ANY SUGH�lARI.;fION SHALL 8E } RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE GONTRAGTOR SHALL �;>'I� �� j AGGEPT FULL RE5PON51BILITY FOR THE G05T TO REGTIFY SAME. :,,, � �it��' ` � �j `�� I��.s;i + � � � � �:�,� � f�V�imS iVA�fi� `` ��BE �J� �b1SN1�GT�� �� r- � � ROOF FRfi.MINC� NOTES C� oNo � GUT RP��TER Tf�ILs TO MATGH 2x4 W � � TRUSS�S � • GONNEGTORS SI-fALL BE ENE�I NEERED M c� BY TRUSS MANUF,hGTUR�R � � ROOP PI TGH SHP.LL BE ��2• I 2 �� • TYPIGAL UNLESS NOT�D OTI-fERWISE � � ,�+ � ROO� O�/ERI-fANG SI-{FhLL BE 12 U.N.O. DS DS ►+1 Q � O � � � i c/� �"' � �� 2x6 OVERFRAMINC� ❑ ❑ I �� '� � ' I � � � � � �.�:� � ,�� • � ��,,,��„� B�ARINC� BELOW zX6 R,�FTERS � z4" O.G. � � Ds DOWNSPOUT � W/ ZX6 GE I L I NG JO I STS ( � r�Wj � I � 24 O.G. � �i REPL�.G� ROOF v w B�LOW � � � 4X4 POST P�T C�IRDER TRUSSES, I �/�� .� I-fIP MASTERS V J � OR USE (�) 2X6 � ❑ � � � � � � � � TRUSS NOT� " W � W � P�LL Ti�USSES SHP.LL h-IAV�: � � � I. STRESS ANf'�LYSIS ,4ND DRAWINC�S / DETAILS STL�MPED BY A STP.TE � � I � � REGISTERED ENC�INEER. p.–'f � A–'i 2. Mf�NUFAGTUR.ER'S STAMP ON PRE– n „ MANU�AGTURED -r�uss�s. PRE. h�D. U�ES � Z�{- O.G. I 3. BRAGED TO MANUFAGTUR�R'S SG I SSOR V LT O�IER M?�ST�R SPEGIPIGf'�TIOhlS. BEDROO INT. PITGH= �%2: 1� � 4. STRESS ANALYSIS P.ND D�TAILS I SH.4LL BE SUBMITT�D TO BUILDINC� D�PT. FOR APPROVAL AND SHALL BE KEPT ON SITE �OR FRAMINC� � 3 � I NSP�GTI ON. FURNAGE � S. TRUSSES WILL NOT BE FIELD ALTERED �LUE L—I i��i W'n L I � WITHOUT PRIOR BUILDING D�PARTM�NT v \ APPRO�/AL OR ENC�INEERINC� ,4�GE'�xS �J'%2: I 2 � � GRLGULaTI ONs. � - - � Q TYP I G?�L � Ih1S � WS �/ IJ�L�SS � � � 6. L�LL TRUSSES SHLhLL Hf��/E SIMPSON � ■ \ O ' F-f–I GLIPS f�T ENDS. WHERE TRUSSES NOTED V .4R� PARALLEL TO WALL, US� SIMPSOI�I f(� L30 P.T MI�SPAN. USE SIMPSON 5TG F��6° P�-6� V, � � � GLIPS AT NON-BEf�RINC� WALLS BELOW BELO � ' Table 1: �1��S�r��sflt�a��i�°ic� ❑ ❑ � � �-1 ROOF VENTING CALCULATIONS � � � � � Roof Area: �� sq/ft. � A � � Ventilation Required: 1200;sq./ft.x 144 sqJin./300 = ; � ,�E��7��q[��t:� O O �� $30°la �At 36"minimum Above Eave(max 80%) = 460.8 sq./in. S I RDE TRUSS S� � ,� O � 2�D°lo At Eaves = 1152 sq./in. — — — — — — — — — — — — — — O � � � '1�1 ?RoofJacks @ 50 sq./in. Each =� 500 sqJin. � _� _� (7 Standard Comp Ridge Vent @ 17 sqJinJif. = 0 sq./in. � � � ` � _._ ___. _ . .. _ . • CI Metal Roof Ridge Vent @ 29 sqJin.11f. = 0 sq./in. � `} � _. C� Side Roof Half Vent @ 8.5 sq./in./If. = 0 sq./in. � Q (�(� (} Lineal Ft of Eave Venting @ 3.3 sq./in./If. = 0 sq./in. '� � �1-1 � _ _ W = -� U.1 � � � [(3)2"dia. Holes per block @ each bayJ f� � � N � I� � (�(� �5 Lineal Ft of Eave Venting @ 1,65 sq./in./If. = 140.25 sqJin. Q �,< p-- �V Q I � � (� "7 ' ((3)2"dia. Holes per block @ alt.bays] (�l � � � --1 V/ 0 Continuous Soffit Vent @ 10 sq.linJlf. _' 0 sq./in. � � ,� � .p'� � � (7 Gable End Vent 12 in.x 12 in. x 70% = 0 s /in. O � 0� O O � _. __ � > q S C�I RDE TRUSS Q s�, �i RDE TRUSS ST � p Cupola Vent !(30 in.x 32 in.)x 45% = 0 sq./in. — � � _�.,. r.� _M .. (3 Gable End Vent ;(18 in.x 24 in.)x 70% = 0 sqJin. / � _ . _ . \ 0 Gable End Vent (24 in.x 24 in.)x 70°/o = 0 sq./in. Total Venting @ 36"(min.)Above Eaves =' 500 sq./in. D5 PR�. M� . TRUSS�S - date: o�-10-12 - ryTotal Venting @ Eaves { = 140 25 sq hn � � 2 " O.G. TOTAL SQ./IN.OF VENTING PROVIDED = ';kft�}Os��qlln�� 5:1z permit: revisions: DS � � DS Table 2: l�c��er�t�c�f V�r�t��g Ds ROOF VENTING CALCULATIONS RoofArea: ' �;��'sq./ft. PR�. MFD. PRE. MF . TRUSSES Ventiiation Required:. 125sq./ft.x 144 sq./in./300 = "��'��,f�Q�q fin; TRUSSES � � �� •G� � GURRENT/DE�/INBUILDER/ $0°jo �At 36"minimum Above Eave(max 80%) _, 48 sq hn. � Z4" O.G. w DAD�/AR/EVERETT SP/ 2{�°Io .At Eaves � = 12 sq./in. ROOF JP�GKS DS �1: 12 Q -1: 12 DS Iqq6 GOPPERSTON� '� ERoofJacks @ 50 sqJin.Each = 50 sq./in. � Z4" O.G. _ _..... _. _ . . C} °Standard Comp Ridge Vent @ 17 sq./in./If. = 0 sq./in. � C} Metal�Roof Ridge Vent @ 29 sq./in./If. = 0 sq./in. d�,.,�� �$ Side Roof Half Vent @ 8.5 sq./in./If. = 0 sq./in. C7 ;Lineal Ft of Ea�;Venting @ 3.3 sq./inJif. = O sq./in. GI'1P G�GP I�IJ. : GN _,_ _ _ _ . ((3)2"dia. Holes per block @ each bay] � __ . _ �� ,`Lineal Ft of Eave Venting @ 1.65 sq./in./If. = 47.85 sqJin. � T ._., ._ ... _ . _ ((3)2"dia. Holes per block @ alt. baysJ ._. _�_.. . _._ � a .. � �. • . 0 =Continuous Soffit Vent @ 10 sq./in./If. � _: � 0 sq.fin. � (� $Gable End Vent (12 in.x 12 in.)x 70°/o = 0 sq./in. 0 �Gable End Vent (12 in.x 24 in.)x 70% = 0 sq./in. • � � Gable End Vent (18 in.x 24 in.)x 70% _�� 0 sq./in. �� `r �� CD �Gable End Vent '�(24 in.x 24 in.)x 70% _� O sq./in. ��/�� I�','P�� °a��8��`� iTotal Venting @ 36"(min.)Above Eaves =: 50 sqlm �/ 3"" lyl 6 �� ;Total Venting @ Eaves '� – 4l.85 sq/in '�/�' '�I /� � I TOTAL SQJIN.OF VENTING PROVIDED = :��t��{��sq Tii� �O O� �� I � I ( I �L L./ �� I V, SEE GENER�L NOTES SGP.LE: I/4" = I'—O"