WORK PLANS - Laserfiche WebLink

Home Browse Search

20'-0" 16'-8 3/4" 14'-0" 9'-8 3/8" 14'-2 1/8$$ (SIM.) g g (SIM.) "411 (SDI 5Y"x12" GLB 5y" GLB SD2 " SD4 (SIM.) r_J L__ _ _______ 5x9 GLB L5Y"x12" GLB __ _= ____ ___ __ ___ _ 5Y"x9" GLB o Architecture / Development Ir --- ------- -- --- ---- -- --- --- -- 5 9 GLB �r ,� N I I I ' I 8 I L J I q 14901 Quorum Drive _ _ Suite 300 SD4 L J Dallas Texas 75254 I I Ph: (972)239-8884 I ER 2x FLA SIM PS N CS1 ——— ——— — Fax: (972)239-5054 II I �$ 1 1 J LL J U_ I I _ ISSUE RECORD I 15 DATE DESCRIPTION IL J a J O I Iv 14 o C14 --4- I ICE CHINE I I I Io - - - SD4 II II II II I I CE MAC INE I I SD3 m URBAN PROTOTYPE DESIGN M I LL LL o I COM ESSOR I I I J m o I ACCESS 1 14 I PLA F RM I LATFOR I I 10-22-2018 ISSUED FOR PERMIT o - I-I I ICD SD4 25 LBS. I N o PANEL I 650 LMS. I I I _ _x Icy = I I N N " CD II II O p �• 6 I N _ _ _ �� ii '� ii 1�6 J SD5 S RVE UPS ACK - I WD 21 PLF Q I SD4 I ---- � Q� f Q�Q 8A SD7 I 6 0 L S. 14 I I W� 40 PLF ° IMPS N CS1 (8d) I j I I I — RAG TRUT AILED 0 I I SD4 I I x BL G. BE W DEC 6 6 1 I AC-1 I 106 0 16 S7.0 EF-3 925 LBS. �#oma 7 S4.0 140 LBS, SD7 I I I 15 NOT--: TRUSSMAN FACTURE FASTEN PORTAL STRAPS TO ----- HEADER WITH 10- 10d x2Y2 J 1 L----- - SD4 SHA L C00 DINAT OPENING FULL HEIGHT - -� NAIL . FASTEN TO PANEL Q ,,� IN USSES TO A COMMODA E ,,ft�� SHEAR WALL E El _ II ® I I I OVER 02x BLKG. REVISION RECORD W„=274 PLF o MEC ANICA DUCT - -J -� / ) # L- W 4 14 T K SCREWS W -100 PLF MEC ANICA DRA NGS. "� - (MIN ) TYP. @ SSW. z Mq 13 W/ H CQ E.E. __�� UFq B 1 SD r- 6x6 BLKG. 1 - SS Mq E� WOOD-- -- - -- -- SD7 b � i REF. 11/S4.0,,-' 15 Q�' N UFgO TRU ICE MA HINE QEF-4 � F_5 nl I I rl SD4 I � S m I I PLATFORM --- b 200 LBS. 200 LB $ © ROOF 4» 0 C. o I I I 325 LB .i- -i C u 86 SD7 (TYP.) S7.0 ci I cD r w FRgMI (UN�� I I --- ® - m SD4 00 CU-1 S I I � 1 NOTES " I I LLOA BEARING - cD 2 EF-2 " I'� SIM. GHQ z 4 I I SD6 3-0„ I I I WALLBELOW SD6 83 LBS. o I I I AC-2 SIMP ON CS16 _ SD4 onald L J __ 5Y2" 9" GLB I 925 LBS. I DRA STRUT / 1 REF ARCH SLOPE 'TYP.) -- --------- -- --- ---- ---- --- --- -- --- - -- -------- ---- --- -- --- ----- - - - ---- --- ---- NGLTV _ ___ Y"x1 LB ® . _ _ _ _ - SI PSO - oberts RIDGE LINE i I I ACCES REF PEQ= \13 $ ( YP.). w __ ___ PANEL 15/ D3 �Np_ # j o I \ D4 Associates, Inc. N j 6x6 ConsultingEngineers FUTU E SOL 16 S7.0 8 1/4" \' g ACCES PANE AREA, i 2948 N. Stemmons Freeway PANEL 5 PS a' Dallas, Texas 75247-6103 I 2'-0" 2'-0 I �� 6 m Phone: (214) 637-6299 -�J 1'- 1/2" 4 J Fax: (214) 637-6997 CE MA INE I F- � �� b �L www.rara.net OMPRE SOR = \oo SD5 4 1/8' 00 ROO HATCH 1 25 LB - B I I �A X �' PROFESSIONAL SEAL \ 2 4 3/4 ��,/82 LB - - — i (�k 1'-7 1/4„ 1 5 1/2$' �n� � /8% `c� ol1 M 2'-0 3 8" 1' 9 3/4" 1' 5 3/8" — — — J 2'-8 1/2" 2'_0" B I I ` OFESS CD - nI i 6x6 B KG. L 6, SD4 4'_8" 2'-0" 2'_0" 2'_0" 2'_0" 4' 3'-8 7/8" 2'_0" 2'_0" 110 S3 V-1 1/8° 30 o O Q I I QQ --- -- ------- -- 1' 9 1/4" �y�� =I o.041650 1'-3 3/8" I Exp.12/31/iq Ir ~ ~ -- 1� T12 I I I I cO I I 2x6 24" O C. /� / Q °�o T13 LL J J o jf Of CA�1E��_ I / N X I EPRES TS TRUSS WAL —IN CO LER < D N RESS01 ESIGNA ION PLOA FORM r--- �"\ \ ^� ,�'h EF. 7 .8/S7.0 253 LBS. I I 1 , �' 12 ROOF / �, REF. 9 SD3A 4x8 I I AC-3Da o� \ / \ , / SD4 HATCH SI PSON CS14 I 1892 BS. I I � , --- -- ------- -- NOTE: 2x6 @ 24" I I / D AG ST UT CO2 TANK REF. /SD7 D 12 SD5 O.C. T & B I I PLATFORM FOR INTERIOR STUD 1200 LBS ATTA HMENT 0 TRUSSES \ 0 1 SD6 WAT HEAT R \ �G �� \ �,%� �I 3 S4.0 o PROTOTYPE VERSION X 2x6 4" O.C. (U.N.O. 965 S. (2 PLACES ��> URBAN DESIGN T& W A34 E.E. S PSON CS14 REF. 5 & 6/S7.0 ooA�/ SD3 PROJECT NAME — 3 � � IN-N-OUT 5 SD5 x o 5Y"x9" GLB BURGER SD3 / co 5 1 5 1 X CD SD3 VD3 SD3 SD3 N FUTU E SOLA 0 PANE AREA, 5 PSF. LATHR P 40'-2 3/8" 16'-7 1/4" 9' 9 5/8" 3'- 3 " No�� 73/2, 10'-6" 15'-0" 2'-0" CALIFORNIA O I I Q cli NOTE: U_ ENGINEERED WOOD PRODUCTS SUCH AS PREFABRICATED WOOD ROOF DIAPHRAGM NAILING TO BE INSPECTED SD4 01, SD4 0- I-JOISTS, STRUCTURAL GLUED LAMINATE TIMBER, TRUSSES BEFORE COVERING (ie. NO CRICKETS). FACE 16514 GOLDEN VALLEY PKWY � SHALL NOT BE NOTCHED OR DRILLED EXCEPT WHERE PERMITTED GRAIN OF PLYWOOD SHALL BE PERPENDICULAR 1 -0" LATHROP, CA 95330 BY THE MANUFACTURERS RECOMMENDATIONS OR WHERE THE N � TO SUPPORTS. BLOCK ALL PANEL EDGES. EFFECTS OF SUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED N PLYWOOD SPANS SHALL CONFIRM WITH TABLE 4 p � � IN THE DESIGN OF THE MEMBER BY A REGISTERED DESIGN 2304.7. I �1 PROFESSIONAL IN RESPONSIBLE CHARGE. I o Q I ROOF FRAMING PLAN a w v N I 4 SCALE- 1/4•-1'-0• DIMENSIONS ON THIS (SIM.) SD4 SHEET ARE F.O.S. U.N.O. NoNmOUT 1 0 i -- -- - "x16 - -- r -- i PLAN \BURGER® V-O I L-- I I --J I NORTH C) L— J L —J N GOD BLESS AMERICA 3 0 2'-0" 16'-0" 2'-0" co I co ROOF DIAPHRAGM SCHEDULE ROOF WIND UPLIFT DIAGRAM ROOF NOTES LINES OF AT BOUNDARY & AT INTERMEDIATE NOTES TO TRUSS MANUFACTURER: 1. RE-ROOFING OVER EXISTING ROOFING IS NOT PERMITTED WITHOUT APPROVAL OF THE ENGINEER OF RECORD. AT OTHER EDGES 3 2. ALL ROOF MOUNTED AND/OR SUSPENDED EQUIPMENT TO BE ANCHORED TO ROOF. CONNECTION OF ROOF EQUIPMENT TO SUPPORTS TO BE PROJECT NUMBER PLYWOOD FASTENERS CONTINUOUS EDGES SUPPORT 1 0 O 0 O REVIEWED BY ENGINEER OF RECORD & APPROVED BY BUILDING DEPARTMENT. NOMINAL (AT EACH 1 O ZONE TYPICALLY ALL TRUSSES SHALL BE 3. FOR TRUSSES WITH LOAD NOT AT PANEL POINT, SEE DETAIL 10/SD5. 180641.001 ZONE THICKNESS SIDE OF DESIGNED FOR NET UPLIFT PRESSURE 4. FRAMING CONTRACTOR SHALL REVIEW THE FIRE PROTECTION DRAWINGS FOR ALL REQUIREMENTS OF SUPPLYING AND INSTALLING THE (1) PLYWOOD WOOD NAIL (3) WOOD NAIL (3) NAIL (3) OF -24.8 PSF. SPRINKLER BRACING SYSTEMS. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THIS BRACING WITH THE FIRE SPRINKLER SHEET TITLE JOINT) FRAMING SPACING FRAMING SPACING SPACING 1 1 0 0 ZONE 0 TYPICALLY ALL TRUSSES SHALL BE SUB-CONTRACTOR PRIOR TO INSTALLATION. 0 0 DESIGNED FOR UPLIFT PRESSURE OF 5. REF. FIRE SPRINKLER DRAWINGS FOR TYPICAL FIRE SPRINKLER LINE BRACING. ROOF FRAMING 6. REF. 4/SD3 FOR TYPICAL WALL AND OPENING FRAMING. N 1 5/8" (BLOCKED) 1 2x 6" 2x 6" 12" -33.3 PSF. 7. REF. 16/S7.0 FOR FAN PIPE SUPPORT. PLAN C141 OO 8. REF. 16/SD5 FOR TYPICAL TOP PLATE SPLICE DETAIL. 2 9. NOTES TO TRUSS MANUFACTURER: 1. PLYWOOD GRADE SHALL BE APA RATED SHEATHING, 5 PLIES, SPAN RATING 40/20, EXT. GLUE. - SEE 1/SD4. 1 1 A. ALL TRUSSES SHALL BE DESIGNED FOR AN ADDITIONAL 500 LBS. CONCENTRATED LOAD AT ANY ONE PANEL POINT. Z_ 2. NAILS SHALL BE 10d COMMON NAILS OR 0.148"0 GALVANIZED SCREW SHANK (GLUE COATED) WITH BENDING YIELD STRENGTH FyB=90,000 B. ALL TRUSSES SUPPORTING MECHANICAL UNITS AND/OR TOWER STRUCTURE SHALL BE DESIGNED FOR ADDITIONAL CONCENTRATED OR M PSI MIN. AND SHALL PENETRATE INTO FRAMING 1Y" TYP. MINIMUM EDGE DISTANCE 3/8". 3 UNIFORM LOADS PLUS CONCENTRATED LOAD PER NOTE "9A". 0 ZONE s TYPICALLY ALL TRUSSES SHALL BE C. TYPICALLY ALL TRUSSES SHALL BE DESIGNED FOR NET UPLIFT, SEE WIND UPLIFT DIAGRAM. z 3. NAILS MUST PENETRATE INTO FRAMING EXACTLY lY WHERE THIS FOOTNOTE IS CALLED OUT. 0 0 O D. ALIGN TRUSS PANEL POINTS TO FACILITATE DUCT LINE PASSAGE. WHERE REQUIRED BY THE ARCHITECTURAL OR MECHANICAL N 4. SIZES OF FRAMING MEMBERS GIVEN ARE MINIMUM NOMINAL. IF THE PLANS, DETAILS OR NOTES CALL FOR A DIFFERENT SIZE, THE LARGER DESIGNED FOR UPLIFT PRESSURE OF DRAWINGS. SHEET NUMBER SIZE SHALL GOVERN. PLYWOOD TO BE -40.0 PSF. E. SPRINKLER MAIN LOADS SHALL BE ADDED TO PANEL POINT OF TRUSSES WHERE APPLICABLE. ALIGN TRUSSES PANEL POINTS TO 5. ALLOWABLE SHEAR IS PER NDS SDPWS TABLE 4.2A PLACED PERP. TO 1 FACILITATE SPRINKLER BRANCH LINE PASSAGE. 0 6. REF. 1 SD4 FOR TYPICAL ROOF DIAPHRAGM NOTES AND REQUIREMENTS. FRAMING MEMBERS OO F. TRUSS CALCS AND SHOP DRAWINGS TO BE SUBMITTED TO THE ARCHITECT AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO / (TYP.) REF. 1/SD4 MANUFACTURE. S3mO G. DEFLECTION CRITERIA: QT0T=L/240, 0 LL=L/360 O w O d X