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HomeMy WebLinkAboutSTRUCT - 200 - POST-FRAME Floor PlanDESIGN LOADS ASCE 7-10 MAIN ADDITION LEAN-TO ADDITION (Pg) GROUND SNOW LOAD: 20 psf 20 psf (Lr) ROOF LIVE LOAD (reducible): 20 psf 20 psf (Ps) ROOF SNOW LOAD. 12,4 psf 12,4 psf TOP CHORD DEAD LOAD: 4 psf 4 psf BOTTOM CHORD DEAD LOAD: b psf b psf BALANCED SNOW: 12.4 psf 12.4 psf WINDWARD SIDE: 3.7 pill 3.7 psf LEEWARD 51DE: 12.4 pill 12.4 psf LEEWARD UNBALANCED: 17.4 psf NA psf UNBALANCED DIST. FROM RIDGE: 9.6 If NA If DE51GN WIND SPEED: 115 mph IMPORTANCE CATEGORY: 2 EXPOSURE CATEGORY: C INT. PRESSURE COEFFICIENT: +/-.18 SEISMIC DESIGN CATEGORY: B SITE CLA55: D RESPONSE MOD. FACTOR: G 1/2 ANALYSIS PROCEDURE: SIMPLIFIED PRESUMED 501L ERG. PRES: 3,000 psf __ (2) 10 SPAN HEADERS WILL BE INSTALLED ON THI5 WALL- THESE (2) COLUMNS WILL BE REMOVED WHEN FUTURE NORTH LEAN-TO PHASE IS ERECTED b EXISTING NORTH LEAN-TO 5HALL REMAIN A5 IS m rL 152 0 32'-On N E%I TINE NoIll WALL OF I!NlliSHA RE AIN 415 1 O 1 O C O Q o II 1 1 II I. 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Df Y B O (SOME RE ?SO IN 5 INTERIORLY GO) /� 1 g <B> g g BO g g $ g 0 io O !O V O �_o. 0 �_0. 0 °. 0 °. 0 °. 0 I A A a A A a A A A A A A A A A A a a e c c c Q O_ /O O O kk O O O O O O 1 bo o G f b'-0" a bc1 nNl�coM oNwoLL/s ALe'-0" b'-0" I \ b'-0" b'-0" e a 2 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E� I�eRTro I / I k I I I I I I I I I I I I I o I_ /RE AINkUSE ISTING f/A /� I/ I I 3EMOLITION OP EXISTING SOUTH LEANITO BY GC 1 1 1 1 1 1 1 1 1 1 / DEI NE NiNSW LEAN-TO P�JO EGV(T) 1 i __________ y__________________, IS z kky / I I kk� I I I I I I I I I I I I m l m l I© h m k �����//// l➢ 3 d _77ImI IDI 6 O O O D O D I 1 0 O O O O O 10 O O STEELREPLA1DING ING VERTICAL 5BYPR ION 8'-0�" 7-I I I 8'-0' 8'-0"A 18'-0'-p8'-d' y8'-dU 9'-d'�8'-0 8'-0 8'-0' 8'-d'�8'-d'-8'-d' 8'-0' 8'-0 D8'-0' D �8'-0 -1 1�+ 8'- }" 8' d' 8'-0' 1 14' STEEL SIDING ON THI5 8' PORTION OF '^ IC IC WALL WITH NEW HORIZONTAL RIBBED TO CH SIDING MATSr3TINi 4G STABLE I I 1 51DIN(S ACH EH) Elll.6i 1741 7-°' 1741 Wood: I . Design and construction of all structural wood members shall be in accordance with the current or referenced issue of AF4PA-NDS with supplement. 2. Minimum grades of all wood members shall be as follows unless noted otherwise: Girt5,purlin5,54,15 4 bracing - (2x4) #2 SPF or better - (2xG) 11 #2 SPF or better Columns - (2x6) #I 5YP treated 4 non -treated Columns - (2x8) # 15YP treated 4 SS 5YP non -treated Truss Al chords, headers,Joist, rafters 4 all other framing material #I or #2 5YP - (2x4 4 2xG) Select Structural 5YP - (2x8) MSK 2400 SYP - (2x 10 4 2x 12) 2.0E FI, = 3, 1 OOpsl - (LVL) 3. All members in contact with soil or concrete shall be preservative -treated to min 0.6 #/l retention CCA for columnsil and UC4 Ground Contact for all others. 4. Plywood and DEE, when shown on construction documents shall be APA rated. 5. Stud wall corners and Intersections shall be framed with a min. of three or more studs. G. Load -bearing headers in a stud wall shall have a min. of one cripple under each end of the header and be fastened securely to full length studs immediately beside header. 7. Deflections of wood members shall be limited to the model building code -specified minimums. Standard Connection Details: 1. Nails shall be called out on drawings by penny weight. The following fasteners 4 specs have been used in design 4 shall be used in construction: - IOdx 1-1/2 - .146111/2" - I Od - . 120' x 3" threaded pneumatic - I Gd - . 162" x 3 112" common - I Gd R.S. - . 14b" x 3 112" threaded hardened -steel - Cod - . 177' x 4" threaded hardened -steel - God - . 177' x 6" threaded hardened -steel - Ell - .207' x 8" threaded hardened -steel 2. Substitution of fasteners shall not be permitted without the written consent of the design engineer except as follows: - I Od nails may be used to replace I Gd or I Gd R.S. nails where specified at a 2: 1 ratio. - I Gd or I Gd R.S. nails may be used to replace I oil nails where specified at a 2:3 ratio. 3. Unless noted otherwise all nails shall be evenly distributed over the connection area, placed in an orderly straight pattern, and shall be driven into the center of the narrow face of 2x members _ L__ ___._1l -.__ _______ for nails shall be sufficient to RELEASED FOR CONSTRUCTION ;onnection (inaccurate placement' laced or compensated with extra Subject to compliance I all regulations ed or stainless steel. of State and local Codes dal facturturer"s specs. City GF Carl �tnlAWlkl1>A1:1� DATE: 10/30/19 COLUMN SCHEDULE FULL COLUMNS OR STUBS LABEL STUB/COL. 512E LENGTH UPUF( ANCHORS UPUTT ANCHOR FA51LENERS COMMENTS BRACKET TYPE A 3-PLY 2x6 1 6'-9' 112" 0 x G" TITEN (8) 4" GRK SCREWS FULL SIDE COLUMN UNIV. B 3-PLY 2x6 I G-9' 1 /2" 0 x G" TITEN (5) 4" GRK SCREWS FULL CORNER COLUMN UNIV. C 4-PLY 2x6 1 G'-9' 112" 0 x 8" TITEN (12) 4" GRK SCREWS FULL 51DE COLUMN HEAVY D 3-PLY 2x6 6-10' 1 /2" 0 x G" TITEN (5) 4" GRK SCREWS FULL SIDE COLUMN UNIV. E 3-PLY 2x6 8'-10' 112" 0 x G" TITEN (8) 4" GRK SCREWS FULL CORNER COLUMN UNIV. F 3-PLY 2x6 1 7-0' 1 /2" 0 x G" TITEN (6) 4" GRK SCREWS FULL END COLUMN UNIV, G 3-PLY 2x6 8'-10' 112" 0 x G" TITEN (8) 4" GRK SCREWS FULL END COLUMN UNIV. H bxb CEDAR I O-0' 1 /2" 0 x G" TITEN (6) 4" GRK SCREWS FULL END COLUMN UNIV, MISCELLANEOUS NOTES 51DING SCREW PATTERN NOTE: LAP SCREW (THROUGH RIB) CANNOT BE LEFT OUT AT DRIP CAP, Z-TRIM (IF INCLUDED), 4 EAVE LOCATIONS ®= 4" x 3" DOWNSPOUT LOCATION 4 G02 PAD SIZE / TYPE POST -FRAME PLAN N SCALE: 3/32" = V-011 G7 LABEL PAD 51ZE TYPE M15CELLANEOUS NOTES M 14" 0 x 4" PRE -CAST I WA END FILL SCHEDULE PRE-CUT GIRT SCHEDULE LABEL COLOR/LENGTH GIRT LENGTH COLOR EF-I RED RED EF-2 GREEN GREEN EF-3 YELLOW YELLOW EF-4 ORANGE ORANGE EF-5 PURPLE BURBLE EF-G BLUE BLUE EF-7 RED 2 RED 2 OPENINGS SCHEDULE LABEL TYPE MFTR/MODEL 51ZE ROUGROUT ACCE55DRIE5 DETAIL LOCATION/COMMENTS Oj WALKDOOR AJ #7100 SERIES 3OG8 40 511 6" x 81 1/8" SOLID PANEL, LEVER LOCKSET O WALKDOO , At #7100 SERIES 3068 40 5/1 G" x 61 1ill SOLID PANEL LEVER LOCKSET FBI TO INSTALL NEW WALKDOOR WITHIN EXISTING OPENING O3 ALUM STOREFRONT BY GC TBD TIED FBi TO FRAME OPENING ONLY O4 OVERHEAD BY GC 12' x 14' 1 2'-o x 14-0' OLD FLASH SEE DOOR #% DETAIL ON SHEET GOO OWINDOW 51MONTON 3040 36"x 48" SINGLE -HUNG Bill SCREEN ALIGN W/ TOP OF 3068 WALKDOOK OWINDOW BY GC TBD TBD TBD ALIGN W/ TOP OF 30G8 WALKDOOK OWINDOW BY GO TBD TBD TBD ALIGN W/ TOP OF Sol WALKDOOR OWINDOW 51MONTON 3020 3G" x 24' NON -OPERABLE (FIXED PANE) SEE SHEET 400 FOR INSTALLED HEIGHT MISCELLANEOUS PRE-CUT SCHEDULE LENGTH COLOR COMMENTS RED GREEN z 0 [� y [L y � y � E5 A z AB a F a ma min ^m m m F o Q Q W a oc CID CE czl z = d N � 0 Cl rn w 0 CEno rn U N y aMC P n N N g �� M I�1 01 e v Will a DRAWN BY: BILL all By: A ENG BY: ALM 5 PSG: I'll SHEET: 200 FBI PRWECTK_ I2816/