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HomeMy WebLinkAboutrevisionARROW ON THE TRUSS REPRESENTS ITS LEFT END 7 0 0 CV 0 0: o M Hatch Legend x x CONV. FRAMING BY BLDR. 1 9-4-0 PT. HT'. 12-0-OPT. HT'. FIRST LEVEL PT. HT A'> — B.O.L : EVEN WITH 1st. LEVEL ROOF TRUSSES. Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone:(813) 759-5922 Fax: (813) 752-1532 http�//www.bldr.com General Notes: - Per ANSI/TPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet -Inches- Sixteenths. - Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to . single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions Roof: TCLL: 20 PSF TCDL: 16 PSF BCDL: 10 PSF Floor: TCLL: N/A TCDL: N/A BCDL: N/A Wind: Velocity: 180 MPH Exp. Cat.: D Occup. Cat.: II Roof pitch: 3/12 & 7/12 Cantilever: 12" & 24" COASTAL CONSTRUCTION AND DESIGN. AKINNAGBE RES. (AW#: 2813831). Elevation: N/A. Options: N/A. Layout: 2813831_AKINNAGBE RES_LAY Date: 07/21/21 Revision History: Revl: 09/23/21 Rev2: ments: CUSTOMER CHANGED ROOF PITCHES TC DUAL; EXCEPT AT FRONT BALCONY (09/23/21). -E: N.T.S. SHEET FOR SCALE 1 of 1 I 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 N W K 0 H G F I G a 9 10 1 11 1 12 13 1 14 15 1 16 ELEVATION MATERIALS KEYNOTE SYMBOL DESCRIPTION 10 ALUMINIUM ROOF STANDING SEAM ROOF O EXTERIOR WALLS W/ SMOOTH STUCCO 12" SQUARE COLUMNS ® RAISED STUCCO BAND & SURROUND O DECORATE SILL & HEADER © DECORATIVE CONC. SIDING LOOK ALUMINIUM GUTTER n ALUMINIUM RAILS I SELF -FURRING LATH ON FELT TOM OF TRUSSES (MIN. 13/4" EMBED INTO 2Y R15 0 4" O.G. TYR 1 SEC. R103h) ALL SOFFIT) LOWEST BOTTOM I n STRUCTURE MEMB ® +8-2" = (16.1 TOP OF PLATE IF TIE 8M. 0 +36'-0" '-8" = (42'-66" NAVD) TOP OF 3rd FLOOR 5'-4 = 33.33 NAVDD) Id LEVEL CLG. LINE /1k 31.33 NAVD TOP OF TIE BM. ® +12'-0" = (20.0 NAVV� 2nd FOOR PLAN +11'-4" = (19.33 NAVD)WJ IND FLOOR n = (8.0 NAVD R*C�ED FOR OMPLIANCE SOD T. UCIE COUNTY EOCC F_ coo A REAR EAST ELEVATION FRONT (WEST) ELEVATION -1/4 fp= 1 '-0" 1 4"=1 '-0" 1 1 2 3 1 4 1 5 1 6 1 7 1 8 19 10 1 11 1 12 13 14 15 e a 0 al N J rn� n �$o m a J . H ZV) O(z W •= z Zz mW 0 in O� J E v) O N Q (/i r Z _0 0' j F-- J Q Z � ry W H W U z W�Q � G J o (J-)a� J NLJ F-- z z W�o F m ry U OLLJ (D W L1J i J CD O ZQ O Z 00 - cn E O N O U Q Drawn by. MOH HVN Project No. Cadd File NO.: Sheet No: 0 of --sheets D A N M L K J H' TOP OF TIE BM. NA G TOP OF 3rd FLOOR_ +25'-4" = (3333 NAVD) 2nd LEVEL CLG. LINE +23'-4" = 3133 NAVE)) F L 2n4 FOOR PLAN g +II'-4" = (1933 NAVE). let LEVEL CLrz. LINE ® +9'-4" = (1-1.33 NAVI LOWEST BOTTOM OF D S� TRUCTURE MEMBER \-W ® +8-2 = 16.166 NAVE)) c IOIL TOP OF GROUND FLOC o �0,_O.. A LEFT (NORTH) ELEVATION 1/4 00= i '-0" 1 2 3 10 11 12 13 14 1 15 16 12 P OF TIE 13M. allk +3(" _ 011 Sol, W a. 'n 0 � a m v�B 10 & N WANrI; 8h �a M N E v V OLU W uJ �Z W m� oy L yZ m� 0 M SLL QiD 3= J Wu w� N 3 > ,YZ U v w m 0 K i-- N � Z O C) Z J u � Q L.� W W J J W {-I UJ U o 0 J C) C ^ / _ > W a `� � L_L_ — z LLJ o F m CV LU L1_J Q oQD C� g Co O m Z c E 0 � V) O U QQ Drawn by. MOH NVN Project No. Cadd File NO.: D Sheet No: 0 A of --sheets 4 5 6 7 8 9 10 11 12 13 14 15 16 2 I 3 4 5 I 0 7 on I HUI 12 13 14 15 I: I W 1► J I I F C C i 0 TOP OF TIE ®* 6'-0" TOP OF TO ISM. e +34'-8" _ (42'-66" n TOP OF 3rd FLOO e +25'-4" _ (3333 h 2nd LEVEL CLG. L ® +23'-4" ■ 3133 1 n 2nd POOR PLAN e +II'-4" = 0S33 NA' n IST LEVEL CLG LI e +9'-4" = (1133 NA TOP OF GROUND # e +0'-0" = (8.0 N� _ TOP OF TIE 5M. •33'-8" = (42'-6fo" NAVD) _TOP OF 3rd FLOOR +25'-4" _ (33.33 NAVD) 2nd LEVEL CLG. LINE +23'-4" = 3133 NAVD) 2nd POOR PLAN e +11'-4" = (1933 NAVD) v IST LEVEL CLG LINE LOWEST BOTTOM OF STRUCTURE MEMBER ® +8-2' = 16.166 NAT OF GROUND FLOOR +0'-0" = (8.0 NAVD) ," RIGHT (SOUTH) ELEVATION r 2 1 3 1 4 5 6 7 8 9 17 1 11 12 13 14 1 15 1 17 N 1 tl v�o go ��W.. s N as4! J : `o ' j P M y a _0 OLu W Ut z =z m W L yZ mQ 8LL J ; _ U 3� �Z iu v< K D Z O O N J Q = W (' J W H W U z� Woo CD CD C/) <I L _J z z W�o F mr� w w oLu Q �zo z00c/) E U Q MOH HVN F L Sheet No: A of --sheets 1 2 3 32" TOPPING 7SECONDARY(B (BY G.C.) POUR NC)Y GC) ..)�- #4 BAR CAST IN BEAM AT i 6" U.S. 4'-0" O.C., f3 BAR CONT. , AND #4 x 1 -6" LG BAR .:� .- 3 1 2"t 3/4" BRG. GROUTED IN CORE, ONE PER PLANK.(BY G.C.) 8" MASONRY WALL BEYOND W/REINF. (BY G.C.) n 5EGTION M SCALE: 3/4" = 1'-0" 32" TOPPING (BY G.C.) SECONDARY POUR L (BY G.C.) -- 0 B #4 BAR CAST IN TOPPING 4-O.C., AND i , �. 6" U.S. #3 BAR CONTINUOUS. ' (BY G.C.) ••� LAP VARIES 8" MASONRY WALL W/REINF. (BY G.C.) 2 SEGTION K _ SCALE: 3/4" = 1'-0" W BAR CONT. �/ �t2" TOPPING 1 4 1 5 1 6 17 8 9 1 10 1 1 12 13 32" To w (BY UU.S.6" U.S.2"t T"4 3 4" BRG. VARIES C4T W/ BEAM Ul/I •4CONC. BEAM CONT. IN 4" SECTION W/REINF. (BY G.C.) CAST IN BEAM ATO.C., #4BAR CONT. x 1 -6" LG BAR GROUTED IN CORE, ONE PER PLANK. (BY GC.) I f ,. a, 4 SEGTION —a . 3 _ SCALE: 3/4" = 1'-0" 811 SII H 2" 5 REBAR CONi. CB-� GROUTING BUTT JOINTS (BY G.C.) TOPPING (BY G.C.) (BY Y TOPPING (BY G.C.) (B D G-4 • 1/4"=1,-0" 1 G LAP VARIES U.S. ' S 3 1 2"t 3/4' STEP DOWN BEAM 4" (BY G.C.) 4 5EGTION SCALE: 3/4" = 1'70" F 32" TOPPING (BY G.C.) SECONDARY POUR (BY G.C.) #4 BAR CASs IN BEAM AT 3 1 2"t 3/4" BRG. 4'-0" O.C., �J3 BAR CONT. 8" U.S. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE ••S E PER PLANK. (BY G.C.) 8" MASONRY WALL W/REINF. (BY G.C.) s SEGTION SCALE: 3/4" = 1'-0" D tLAP " TOPPING Y G.C.) SECONDARY POUR (BY G.C.) #4 BAR CAST IN TOPPI4 -0" O.C., AND" U.S. ##3 BAR CONTINUOUS.(BYG.C.) IES ONRY WALL C. (GC.) e 5EGTION SCALE: 3/4" = 1'-0" GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING B 31" GYPCRETE (BY G.C.) (BY G.C.) T 8" U.S" U.S. LAPIES NRY WALL . (GC.) A -r 5EGTION SCALE: 3/4" = 1'-0" 1 2 • 1 `•, IRREGULAR POURED GONC, I� 31a° I, COL. W/6-moo 0 CONT. w/ 03 HOOP m 12" O.C. THIRD LEVEL HOLLOW CORE & FRAMING 32'-b" TOP OF BEAM .I TOP OF BEA MMI 13 11 � v v r- ELEV. II' -4" TOP OF FLOOR 8" HOL CORES SYSTEM WITH 2" 55 � NOTE: HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUT AND ALL CONCRETE CONNECTIONS AND DETAILS A-4 SECOND LEVEL HOLLOW EXH 1/4"=V-0" AND LOWER ROOF AT ENRTY 3 4 5 6 13'-b" I f m^ml 4,-b" Ib' SQ v G T. ■ �� 11 ;10�13 6111ifflill TOP OF BM �- SR RECESS BY - rim NJ_101 1 11111 LAUNDRY CHUTE 5 SIZE, LOCATION - VERIFY W/ OWNER NOTES VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION. ALL STEPS FROM MAIN FLOOR TO BALCONY WILL BE ADJUSTED ON FIELD BY BUILDER TO ACCOMODATE THE DRAIN SLOPE AND FILED CONDITION. 2 ■ Lu L TOP OF BEAM EL. 10'-2" iT\ I- "'I- 4 I I 01 I I AN SLOPE 2" [Q TOP OF DECK EL. 10'-10" SLOPING go TO 14 ■� 70P OF BEAM EL. 10'-2" I 7 1 8 1 9 1 10 111 12 14 15 16 GROUTING BUTT JOINTS (BY G.C.) 32" TOPPING (BY G.G.) . r. . 8" U.S. CA 8" U.S. 3"f 1 2" BRG, 3"t 1 2" BRG. #4 HOOKED BAR CAST IN 8" MASONRY WALL BEAM 0 4'-0" O.0 & AND #4 BAR HORIZONTAL IN W/REINF. (BY G.C.) CORE, ONE PER PLANK. (BY G.C.) 8 5EGTION SCALE: 3/4" = 1'-0" LINTEL SAFE LOADS TABLE (CAST—CRETE) LENGTH OF LINTEL GRAVITY UPLIFT LATERAL LINTEL TYPE T A 3'-4" 2231 1569 1025 8U8 B 4'-0" 1966 1363 765 8U8 C 4'-6" 1599 1207 592 81_18 D 5'-4" 1217 1016 411 8U8 E 5'-10" 1062 909 340 8U8 F 7'-6" 743 727 424 8U8 G 9'-4" 554 591 326 81J8 H 10'-6" 475 530 284 81_18 BEAM SCHEDULE CB = CONCRETE TIE BEAM WB = WOOD BEAM BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM MARK SIZE TOP STL. BOTTOM STL. MIDDLE STL. REMARKS GB -I 8" x 12" 2- # 5 2- # 5 - CB -IA 8" x 12" 2- # 5 2- # 5 #3 HOOPS 0 6" O.C. C5-2 8" x 16" 2- #5 2- # 6 #3 HOOPS 0 12" O.C. CB-3 8" x 18" 2- # 6 2- # 6 2- # 6 #3 HOOPS 0 8" O.C. GB-4 12" x 18" 3- # 7 3- # 7 #3 HOOPS 0 12" O.C. W/ARCH GB-5 12" x 24" 3- # 9 6 # 9 IN 2 LAYERS #4 HOOPS 0 8" O.C. A L£ GB-b 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. FOB _-(951 16" x 24" 3- # 7 4- # 7 2- If 7 #3 HOOPS 0 8" O.C. CB-1 16" x 16" 3- # 6 3- # 6 3- # 6 #3 HOOPS 0 8" O.C. GB-8 8" x 28" 2- # 5 IN2 6LAYERS 2 # 5 #3 HOOPS 0 6" O.C. W.O./ARCH GB-9 g" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS 0 12" O.C. GB-10 8" x 12" 2- #6 2- # 6 #3 HOOPS 0 3" O.C.TO 2'-0" FROM EACH END C -II 8" x 20" 3- # 6 3- # 6 #3 HOOPS 0 6" O.C. CANTILICER BM ® CB12 8" x 16" 2- # 7 3 #7 IN 2 LAYERS #3 HOOPS 0 6" O.C. aa-o I 8" x 8" I I 1- # 5 I I PRE -CAST LINTEL I. ALL LINTELS TO BE BY CAST CRETE AND POURED SOLID W/ BLOCK'. AND BEAM ABOVE 13 1 14 1 15 FILE 16 a c m n W "^ J N ■n� 0 Cl) C) N a. a M 010, OD! W Lu �Z W >� O M J � F 0 U (/) w m 3� ° < 'U �w K W U � G J J O >_7 J n' U I- � z W CDF m � U t! •^' V L J W C)Q U w o _J 00C/) E N U Drawn by MOH HVN Project No. Cadd File NO.: DATE Sheet No: of --sheets D C B 2 1 3 1 4 1 5 1 6 1 7 18 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 -r USP TRUSS ANCHORAGE SCHEDULE U� FN IATIC FA,5T N fR LEGEND NOTE: ALL FASTENER AND NAILING TO BE STANESS STEEL N OR EQUIVALENT HARDWARE PRODUCT MA •� LATERAL BR,4GE PNEUMATIC FASTNERS - ITUJ RAMSET /REDHEAD STRAP DESCRIPTION NUMBER OF UPLIFT FT Lbs REMARKS LATERAL Fl LA F2 p IT 15 THE RESPONSIBILITY OF THE BUILDER/PER50N5 10d COM. NAILS A USP HTA20 (6) 10d 980# (DOUBLE STRAP) 590 660 BRAG I NO NOTES: ERECTING THE TRUSSES TO INSTALL ADEQUATE BRACING APPLICATION 1/SIZE/4 TYPE SPACING REMARKS TO PREVENT TOPPLING OF TRUSSES. FOLLOW ALL MTL STRAP TO CONC. B USP HTA20 PERMANENT 2' X 4" DIA60NAL BRACING IN THE PLANE OF APPLICABLE RECOMMENDATIONS IN TPI PUBLICATION BLOCK OR TIE BEAM TAPCON (4) (9) 10d 1480# (DOUBLE STRAP) (ONE PLY) 590 660 , " PER STRAP 46 46' THE NEAREST WEB MEMBER GOFBEGTION WITH (2) - Ibd HIB-41 NON BRG. WALL SILL 300 HD 5/32" DIA. SHANK C USP HTA20 (10) 10d 1500# (DOUBLE STRAP) 590 660 NAILS IN EACH WEB IN AT LEAST (3) TRI155E5 AT APPROX PLATE TO CONC. SLAB 1/8" WASHER SERIES 12" O.C. W/HEAD W/ " R " 46 DE6REE ANGLE. Imo. HIB-III, Fig. 37, 3& E 34). AND KNEEWALLS 3" LONG 1524 SD LOGO STAMP M p USP HTA20 (1) (10) 10d 1650# (DOUBLE STRAP) (ONE PLY) 590 660 METAL LATH 4 WIRE FASTNERS - PNEU-FAST CO. E USP HTA20 (2) (10) tOd 3230# 1180 1320 PERMANENT BRAGIN6 IN THE PLANE OF THE STRUG'TURAJ_ TYP. WOOD TRU E5 BOTTOM CHORD OF THE TRUE. CONFECT WITH (2) - 16 d EACH STRAP (WJB MEMBERS NAILS IN EACH TRU56 (ROOF ONLY). F USP RT16 (8) 10d E.E. 1030# 645 650 IroAPPLICATION SIZE TYPE SPACING REMARKS G USP RT24T OR RT24TF 5 16d E.E. 900 ADD 2-16d TOENAILS FROM 500 500 MI GUAGE W/ 6 APART WIRE LATH MIN. 1 li4" "IIDI - I SIDE LAPS () # TRUSS TO WOOD BEARING PERMANENT WEB DIAGONAL PENETRATION 9" APART H USP RT24T OR RT24TF ADD 2-i6d TOENAILS FROM GROSS RAG ING� 16 GUAGE W/ 6" APART SEE SF.B.0 SECT. (8) i6d E.E. 1255# TRUSS TO WOOD BEARING 500 500 3/8 R B H MIN. 11'4" 0101 - I SIDE LAPS 35023 E,4' ftr � 4 PENETRATION 8" APART 35042(GXbb) I USP HTT22 (32) 10d 5370# (1) 5/8"x 12 E.B. - - �....�¢,,,,�„..:.Iw�..... '-...,._h METAL ROOF TILES - ATLAS COLLATED NAILS L J USP USC OR EUSC (8) 10d E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM — — .m. .,, ., , ., -<-" K USP HTR16 (2) - APPLICATION SIZE TYPE SPACINGS REMARKS (6) 10d 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 "'^ �'' �' " "'^' �`'� ''`^' '�.„ •�. , � ,,, r.Y`^ 47"S"''� `°.:,, " »�',a 010-12x1" PANCAKE I GALv. PER TILE l SEE F.RC. 2011 L USP LUGTC2 10) 10d TO TRUSSES, 8 10d TO METAL ROOF HEAD WOOD SLEW OR MANFU 5EC. Re053B 20 tOd 1350 ( () 575 575 �"o; `- * `" '"� "`'" " '"z W. "2 PHILLIP- SEAL S.STL. SPEC'S AND 9ID53b ( ) # TO STUDS & 2 10d TO PLATES LATERAL BRACE 2x4 BRAGINCs TO BOTTOM CHORD "� _� () W/ 2-16d NAILS TO THE TOP OF EACH TRUSS M USP MUGT75 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 3965 3965 *E p �`*= NOTES:: ALL FASCIA AND DRIP EDGE NAILS SHALL BE 316 STAINLESS STEEL TO STUDS & (2) 10d TO PLATES HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANLFACTURER'5 ROOF/WALL SHEATHING - ATLAS COLLATED NAILS SPECIFICATIONS (RE: 2005 UPS CATALOG) ERRS MAY BE USED IF STRAP SIZE, GALE AND J KL- 5 P E R M A N E T BRACING UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. �_ „� °" APPLICATION SIZE TYPE SPACING REMARKS Notes: N.T.S. IN THE PLANE OF THE WEBS 3/411 ROOF SHEATHING 3" x .146" 10d 5s. OOF - 4" i. Where more than one strap Is used, multiply the uplift capacity by the number of straps. 3/4" WALL SHEATHING 2 I'2" x .131" RING EDGES - 4" Example: of straps 2D Mark 2xl2401bs = 2450 Ibs uplift capacity SHANK 2. The uplift for each truss/girder is less than or equal to the uplift capaclty for the s ALL ROOF / WALL SHEATHINGS NAILED 4" O.C. Specified anchor. 3. All truss to concrete connections to be MARK A, unless otherwise noted. (This means THI5 STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY ` NOTES: that any unmarked trusses have an uplift range from I to eOO Iba). ROOF MEMBER IS LESS THAN OR EQUAL TO UPLIFT CAPACITY '_ ��-- " \ HAND NAILING MAY SE USED IN LIEU OF POWER DRIVEN FA5TNER5 J 4. All truss to wood connections to be MARK 1, unless otherwise noted. (This means that OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE);-= t,rW4 1. an unmarked trusses have an uplift range from I to I415 Ibs). *tom „treR ¢w 2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, y p 9 ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT LATERAL WIND LOADS FOR TRU55 CONNECTIONS HAVE BEEN q p p y ma DESICsNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL 5. Alternative truss anchors w/ equal uplift 4 lateral load ca acit be substituted w/ BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS. y � �`° engineer's approval. LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS ` ,, �` 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE TO FRAMING BUCKS SHALL BE A5 PER MANUFACTURERS SPECS. GABLE END iPo.BS IF APPLICABLPOURED SOLID W/ BLOCK AND BEAM ABOVE � 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. SEE ROOF PLANE): ",•: PROVIDE 1/9" SPACING MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR AT PAIL EDGES TO WALL = 400 LBS PARALLEL TO WALL = 360 LBS APA 40/20 3/4" } EXPOSURE I, c-D WOOD TRIISSEB PLYWOOD SHEATHING • 24" O/C (SEE ROOF PLAN) \ NOTES 0G14 GENERAL NOTES �`. �\` ALL MASONRY FILLED CELL 3'-0" MAXIMUM SPACINGS G © \ 0 PROVIDE 2x46LI • \`\\. ®, 1\\\ ALL PLYl SE AMB . \ 4'-4" BETWEEN IST(3) TRASE8 NAIL BEAM w/ I0d • a" O/C LATERAL BRACING IF TOP OF BM 2058 ® 225(d EL. 34'-8" LOWER R OF EACH SIDE OF BEAM \® ALLISEc ONE TYP. TOP OF BEAM 1/16" SPACE AT \\\\\\ NAILING SCHEDULE (BNG LOCKDIAPHRAGM) EL. 34'-8" PANEL ENDS �l EDGE NAILING 10d • 4" oc. TOP OF BEAM EL. 12'-0 ((© INTERMEDIATE NAILING I0d • 4" OZ. �� 3 BOUNDRY NAILING I0d • 4" O.C. END BLOCKING ® CORdER NAILING I04d • 4" O.C. 1 III 1 I iv I I I 1 I III BEHIND FASCIA - .,ii ■ ■ ■ ■ iii _ _ _ j: ■ ■ ■ - - F BOND BEAM OR TIE BEAM (SEE .Brl TYP.TYP. WALL SECTION) ..15........:.:..:.....:..:.... 4 4 F►O'- r=--I E,4T}—Hill C'= �TT.4 G+-4r-1 1�1T aE3 IL m Q III J r L. 37'-4" o� w ��`�� U 10 I I I I I I I I I I I I I I I I I I I I I I I I I I III ■ I I I E I I I I I cB 1�- ■ — ■ — III I I II I I I I I II I I 1 I loll I DIFMGTION or J L�Q OD. TRUSSEB �OFR�AMG III I I I I I ^I III I I ;"■ GB-31 III '• III ■ ...:.: DIAPHRAGM BOUNDRY01 III I i I I I� I I I I III 1 III 1 I I {[ w �j PL >'[UOOD FLOOR/ ROOF SN ,4I2 Dl,4P�l,4�.sM SCHEDULE - - - A 4' 0" :'2" GB 1 ■ E3-1 ■ t o A 3 O ■ I I I I V� 1 I 1 1 III Ip I :'(: 1`[[ f(1 O w a Zi l III I I III I CIZ a �O Q �li- � a ��0 \ 11 2 \ O / 2 12 C 2 a .. 2 _ / \ III I I I I I I I 1 I i I I I I I I i I I I 1 I I I I III ' I 1 III . I 1 ■ GB-31 I III ; r 3 / \\ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ B q 2 A 3 I I it I I I I I I I I I I I i I I 1 I I I I I �III HIP ROOF 1ID < 0 S 45' III III CORNER DISTANCE: A= 4 FEET IN ALL CASES TOP OF BEAM CB -I TOP OF BEAM EL. 34'-8" B TYPICAL EL. 34'-8" A PANEL FRAM'G. MIN, NAIL 4-PACING COMMON a DIAPH BOUNDRIES 0 OTHER PANEL EDGES GRADE TRUSS SPGG. PANEL THIGKNE56 NAIL SIZE REMARKS ROOF APAARATED 2'-0" 3/4' 4" m ZONE 1,2 4" a ZONE I 10d. SS. NBLOCKED DIAPHRAGM 4" e ZONE 3 4" o ZONE 243 P 1 MAX. MIN. R: SHANK U.N.O. ON PLAN APA RATED tG GLUE AND SCREWED U.N.O. ON PLAN 1451 p�l`^w? 2m58 Sivl� D 2250 2150 D D A-5 ROOF FRAMING FIDE COPY 1 IA"- 1'-0" AND LOWER RO FAT - a c � W W W J /�1 b: (D 5N V14o �� t N a 2; N • �� _ to P V) W W LU c Z 2 Z W J" 0 my O M M I 0 LL V) Ow w m 3> �Z °w 0 M 0 1► M L a J I W U z� a o 0 G o C l > __J W�> z z LLJ o 0 m a-' U F CD LU LL Q LU oz� �zCID C/-) o N E Drawn by: MOH HVN Project No. Cadd File NO.: Sheet No: (3 of --sheets L /I