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Plans (38)W ( ). ?6,.,c) s& (H-,}-� REcEivED _._‘7 SEP 0 2 2090 7 CIT'OF TI(�ARD *- - SEE INSTALLATION GUIDE FOR APPLICABLE DETAILS HANGER DETAIL Ndnhd .n�A� J J _IJOI BUILDING tippi VadN cgAeUN add � RIM EIMBO, bomdbe9011 flew � a+rJzax REINFOROEMflJT Mry BLOCKING lOR SUPPORT A9 RIM■gOdA�NI RgRTHi JOIST 6f NAILING AT INTERIOR SUPPORT DESIGN LOADS �bewa g.g�bn"nl. '-'1=2:::Sd n.l a FLOOR: ROOF: "^m°; , pe g. om' Ett====1."a ' om.ubE.o bWdlg. a , / BUILDING PRODUCTS LIVE LOAk — 40 PSF LIVE LOAD — 25 PSF \ ' DEADLOtIX — 15 PSF DEADlOAO — 15 PSF 01111-'41111111141 �►\ I�'�� `� \1,CAREFULLY REM THE NOISTINSfALLATION GUIDE PRIOR TO PRODUCT J /OWNJ� 011 `\� •I \I"\,/ Ites Mast � F- MOD 2.FLACEM SPACING SH,ANDIENGTH OF MEf,Ba4SPECIF®ONhE VeMy webf0le. �:'-' `-v ./ 1i � E� 3.CAREFULLY REVIEW CONTRACT DRAWINGS FOR PLACEMENT OF POSTS AND PMS forLAYOUT "began Rd ba.vas Ne-o.c ^�I "/ ra C"'.nwchxw)Nw wdba TN �� REQUIRED FOR SUPPORT THAT APE NOT REFLECTED ON THIS DRAWPJO• .......41 eon BMW.ofbedhg. n"mrMr rsr L,el LP LVL.Llialgay V LIN.or as Rin So. Iiwm� /,O� 4.ARCHITECT/ENGINEER/DESGNER OF RECORD TO REVIEVVTNESEDRAWINGs "" ==i.. •' v PRIOR TO FRODI/cre AcEMENr. M 5.TMS CRAYON°DOES NOT SUPERCEDET E 00NTRAGT DRAWINGS UNLESS 0 ce 0 APPROVED BY...(SEENOTEM4).SHOULD ANYDISCREPANQES OCCUR pit BETWEEN THESE DRAWINGS ANDAC UAL COMMONS.CONTACT NEP BEFORE PROCEEDING. __ Q `� S EXCESSAIOCS FIELD' MC CI GUIDE)WED FORLJOISTBLOCKNG M SEE 7.SOLID BLOCK ALL POSTSF ABOVE TO BEARING BELOW. 51-3" O~LL (SEDETAIL D2ON INSTALLATION GUIDE) 7.31/2' 18'-0i/2" 15'5" 15'-6" S REVIEW THE CON1RACTDRAWINGSFOR LOCATION OF PLUMING �� 1 4'-7" 0'- INTERFERE INTERFERE VW IJOIST LA/OUT,DO NOT CUT OR NOTCH IJOIST FLANGE. ///� a Al I (31.a& C B.REVIEW HOLE CHART PRIOR TO CUTTING OR DRILLING OF IJDIST OR BEAMS • _ / //''��I:. Ct 'I,2�I,-I'� .moi .. ®1 -3 1 I I Ct W e" N._ N c�ND Joist Schedule 1 ' -,.,,,, . D., E..Label Qty Description Length ' J1 12 11-7/8"LPI 18 28'-0" , \ J2 4 11-7/8"LPI 18 20'-0" - �' � J3 5 11-7/8"LPI 18 17'-0" N.,„ , • 111 \ J cn J4 3 11-7/8"LPI 18 16'-0" ` / / , . 2 ::1 0--a JS 9 11-7/8 LPI 18 9'-0" / ,1 ` i4 . J813 r�J6 8 11-7/8"LPI 18 T-O" ' , .,/ / t-®; I_I■ it Pill , J7 13 11-7/8"LPI 18 4'-0" �,, . � / cc .-/�' �%/.. 111 ,„...--eI� N N ill ! , 12548 JS 3 11-7/8"LPI 36 23'-0" /.i • ,/ , JS#1 w J9 1 11-7/8"LPI 36 22._O.. \ /.� /% �'.i� -N , J10 25 11-7/8"LPI 36 21'-0" \�// ';,.;� / F.2 Et J11 9 11-7/8"LPI 36 20 O \Sill \� � /�. � �j 0 N J I V W J12 1 11-7/8"LPI 38 19'-O" �� �� -- �- -I R n CSU O \ ����/4 pp// /� Z J15 15 11-7/8"LPI 36 16'-O" Skil, , ��� Q i� z ��I tti .,. . M6� :,_;I. nt Huatl -i_04 q�. ©' W i` �/ C ! LL Blocking Schedule //�� i .. I IC !✓w � I/yjft Label Qty Description Length ', i ill fO L$TAIRWELL FRAMINGco W BLK 11-7/8"LPI 18 47'-0" � ®/ I x ' J519 1 BY OTHERS y . C g Rimboard Schedule "i C i Label Qty Description Length / r, i ®NI M7 ~ © 4 W 11 1x11-7/8 LP-OSB Rim 16'-0" —- ®® _ �.�■, __-_ __-_�_-_ -_ ____---- 4.. LCL/0 - I Beam T112.OE LalLegthi ® CeM16'- " iMI"'M24- .ivlmv7litliPi � IL 21'-0" ,_. Q M6 3 3-1/2x11-7/8 LP LVL 2950Fb 2.OE 8'-0" i MM\ �I M7 2 3-1/2x11-7/8 LP-LVL 2950Fb-2-0E 5'-0" W W/ O 1.88 M8 1 3-1/2x11-7/8 LP-LVL 2950Fb-2.0E 4'-0" ��� I 111-lIlI 0 I'I 1-2_1 M9 1 3-1/2x16 LP-LVL 2950Fb-2.0E 16'-0" Ili I� ® --- © - d= U M10 1 3-1/2x16 LP-LVL 2950Fb-2.0E 11'-0" o Mu 1 1 5-112x10-1/2 DF_24F-V4 7'-0" M12 1 5-112x11-7/8 DF_24F-V4 15'-0" 111 M13 2 5-1/2x11-7/8 DF_24F-V4 10'-O" °�M14 1 5-1/2x16 DF_24F-V4 14'-O' DATE OF DESIGN M15 1 5-1/4x11-7/8 LP-LVL 295OFb-2.0E 17'-0" 211 09/01/10 i M16 1 5-1/4x11-7/8 LP-LVL 295OFb-2.0E 11'-0" ■I s'�' I M17 1 5-1/4x11-7/8 LP-LVL 2950Fb-2.0E 9'-0" I,'^llI'a % DATE OF REVISION a M18 3 5-1/4x11-7/8 LP-LVL 2950Fb-2.0E 5'-O" �L��I� t.9tnt.39r / k ®��.242 - NONE M19 1 8-3/4x11-7/B DF_24F-V4 16'-0" �_ i o. / M DESIGNER M20 1 BBO N/A ®IeIA'I �. ®LJR����, , R ©,® :I i m M21 1 BBO N/A % AP H o Connectors 12'5" 9•-0 5'S" iI 3'S' 9'-B" 3'S' s Label Qty Description TF Fstnr Face Fstnr Joist Fstnr • 2T-0• 9'-5" l 19'5" ' HUTTIG 3 Hi 6 IUS2.56/11.88 -None 10-10d 2-teardrop DESIGN NUMBER $ H2 2 HU610 -None 14-10d 6-10d 008145 u H3 58 ITS2.37/11.88 4-10d 2-10d 2-teardrop 8 H4 82 ITS2.56/11.88 4-10d 2-10d 2-teardrop UPPER FLOOR PLACEMENT PLAN PAGE H5 1 HGLTV6 H=16 - - - FLOOR I-JOIST TO BE 11-7/8"LPI 18 Q 16"O.C. U.N.O. 1 OF 5 a H6 2 HGLS9 H=11.875 - - - ORIGINAL PLAN DATE c H7 6 ITS1.81/1 1.88 4-10d 2-10d 2-10d x 1.5" NOTE:THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP 07/19/10 H8 1 HU410 -None 14-10d 6-10d , H9 1 HUCQ1.81/9-SDS -None 8- 4- SCALE: c H10 1 HGUS412 -None 56-16d — 20-16d 1/4"=1'-O" C. L