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HomeMy WebLinkAbout39421 SOUTH AVE (3) t t 1 - NUT RR TU F-O SNUG—TIGHT .• _ - CONDITION FO FOR TURN—OFF—NUT TENSIONING - ,1t, SPECIFED MINIMUM BOLTii _ pISPOSRION OF OUTER FACE OF BOLTED PARTS T PRETENSION T•. KIPS° a ONE FACE NORMAL TO BOTH FACES SWPED BUILDING SYSTEMS INC. u M B E R. - 05-096-04 DIAMETER ASTM A325 AND AS BO 5 90 BOLT LENGTH NORM.TO �T AXIS.OTHER NOT MORE THAN 1:20 J O B N • BOLTS SLOPED NOT MORE THAN FROM NORM TO BOLT — d,, IN. F1852 BOLTS BOLT AXIS AXIS 1:20 1/2 ,2 2/3 TURN 2812 Tallevast Road• Sarasota,Florida 34243 5/8 19 24 NOT THAN 1/3 TURN 1/2 TURN iiCITY OF -ZEPHYRHILLS SHED 3/4 29 24 MORE 1/2ThRN 2/3�RN 5/6�„ Phone: 941-755-7073 •Fax: 941-755 3067 JOB NAME 7/6 49 BUT N 39 F TAM P^ F L. t 51 5/6 TURN 1 TURN ON /1Iv' T , 56 80 "z 2/3"'�" .: eter walks and associates=■■ LO C A C E & PROD.0 D. C 0 R P. (o) NUT REQUIRED N IS ING TUE TO BOLT REGARDLESS OF SSE ELEMENT -structural e n a i n e e rs CUSTOMER -� �+ M E R RGY SERVICE , 1 2 FOR REQUIREDD NUT"ROTATIONS OF 1 2 TURN AND ROTASS NE TOLERANCE IS - / S 0 _ , ,/2 103 14B PLUS OR MiNU5 30 DEGREES: FOR REQUIRED NUT ROTATIONS OF 2/3 AND `/ MORE THE TOLERANCE IS PLUS OR MINUS 45 DEGREES. I a) EQUAL TO 70 PERCENT OF THE SPECIFIED (b)APPU ONLY TO JOINTS IN WHICH ALL MATERIAL WITHIN THE GRIP_IS STEEL MINIMUM TENSILE STRENGTH OF BOLTS AS WHEN THE BOLT LENGTH EXCEEDS 12dA.THE REQUIRED NUT ROTATION SHALL 100 north Washington blvd,sarasota,fl 34236 SPECIFIED IN ASTM A325 ICAK)NS FOR TESTS ()BE DETERMINED BY ACTUAL TESTING IN A SURABLE TENSION CALIBRATOR THAT ■■ _ OF FULL-SIZE ASTM AND A490 BOLTS SIMULATES THE CONOmONS OF SOLIDLY FlmNG STEEL - - tel.941-952-0496 FLORIDA P.E.#34418 fax 941-954-4214 •■ WRH UNC THREADS LOADED IN AXIAL TENSION. d BEVELED WASHER NOT USED. - - * * # * * * * * ROOF SHEETING * * * * * * * * - - - ROUNDED TO THE NEAREST KIP. GALV'M Two tightening procedure are specified for ASTM A325, F1852, and ASTM Arect Tension ind bolts wrslms t� „ aR� r r+ TYPE: _....E _—' OW GAGE: 26 COLOR: Turn—of—Nut method and- CATION: in joints subject nectionstnot subject to tension need only be tightened Dl to the snug ttor. ight WARRANTY: UL90 CERTIFI Bolts in co condition, defined as tightness attained by o few impacts from an impact wrench or aao FIXED CLIPS: SLIDING CLIPS: the full effort of an ironworker using an ordinary spud wrench. * * * * * * * * WALL SHEETING * * * * * * * * TURN-OF-NUT PRETENSIONING rs ONLY PROVIDES THE RooF When the Turn—of—Nut method is used to provide the specified bolt tension, there LIALL OTHER MATERIAL 'R' GAGE: 26 COLOR: T•B•Dion HARDWARE BY oTHERs. TYPE: the parts first of the joint orebbrought brought nto god contact with ht" condition insure nFollowingt this WARRANTY: initial operation, bolts shall htn ss.placed All bolts any the remaining shall tthen obeetightened ACCEPTABLE CONNECTION METHODS and brought to snug 9 additionally by the application amount of nut rotation specified with tightening * * * * * * * * EAVE TREATMENT * * * * * * * * progressing systematically from the most rigid part of the joint to its free edges. GUTTER w/ DOWNSPOUTS FT. O.C. During this operation there shall be no rotation of the part not turned by the X STANDARD wrench �- FALSE GUTTER wrxrss NO GUTTER2/3 MAXIMUM * * * * * * * FRAMED OPENINGS ®NONE * * * * * * * 1/3 OFF CENTER * * * * * * * * TRIM COLORS * * * * * * * * Q . WIDTH HEIGHT SILL HEIGHT TRIM COLOR FRAME TYPE TRAPEZE HANGER: 2 1/2"ø TO 4.0 PIPE R12(SINGLE PURUN y LOADED),/2nø RAKE TRIM T.B.D. GUTTER/EAVE TRIM T.B.D_ (LOAD SPREAD TO 2 PURLINS) T.B.D. FRAMED OPENINGS -_____- - � SPRINKLER/COLLATERAL DOWNSPOUTS - CONNECTION DETAILS CORNER TRIM - B�- BASE TRIM T.B.D__ - * * * * * TRANS. PANELS O NONE * * * * * * - _ TRANSLUCENT SKYLIGHTS QTY: - SIZE: TRIM: FOR WINDOWS, PERSONNEL DOORS, AND LOWERS PLEASE GIVE ROUGH OPENING SIZE. 11 . g s C mply TRANSLUCENT WALL LIGHTS Qn'= — SIZE: e able s o * * * * * * * * * * * * * WALK DOORS ©NONE * * * * * * * 0 a eVentiOn k * * * * * * ROOF CURBS ONONE CLOSER TRIM TRIM COLOR CONNECTION QTY. SIZE SWING LOCKSET to ts1 Tze eve of n 1 1S — YES - NO - YES — NO RANGE c—CLAMP Is Q . MINIMUM HT. GAGE COLOR — 3070 _ 6070 -- NOT E ACCEPGBLE CO�P,Ag� — _ YES _ NO YES _ NO CONNECTION CONNECTION. SEE CURB DETAIL ON SHEET RC1 FOR LENGTH AND WIDTH OF ROOF CURBS. - 3070 - 6070 - - YES - NO YES - NO Y'�'il"T"'j1O��� . UNACCEPTABLE Ls ROVED �� g * * * * * * * EAVE D . N NONE * * * * * * * Ty r1Le IVIarS f D * * * * * * * OVERHANGS px NONE * * * * * * * Q . SLOPE PROJECTION LENGTH CLEAR HEIGHT PANEL SOFFIT COLOR COLOR GAGE QTY. PROJECTION LENGTH SOFFIT TYPE - S.W. GC PLEASE VERIFY DIMENSIONS, ELEVATIONS, * * * * * * * S.W. -- FIELD CONDITIONS, AND CL DED QUESTIONS * * * * * * * LINER PANEL 0 NONE - SHOWN THROUGHOUT THES_ LA14S DRAWING INDEX • PLEASE MARK UP SUBMITTAL CCORDINGLY COVER SHEET Ct LOCATION LENGTH HEIGHT PANEL TYPE GA. COLOR TRIM TRIM COLOR E.W. - NO CHANGE MEANS ACCEPTP AS SHOWN ANCHOR BOLT DRAWING ABt & AB2 E.W. - STRUCTURAL DRAWINGS E1 THRU E6 C^F(IAA NOTE STRUCTURAL DETAILS Dt THRU 02 D3 PRIMARY STEEL TO BE TBS STANDARD RED OXIDE SHEETING LLI �-- _ - _ - _ - REV REVISION DESCRIPTION DATE pI - OEyON pgAFy W:. NO. P=WUX A FOR APPROVAL ' * * * * * * * CANOPIES NNONE * * * * * * * ANCHOR BOLTS NOT BY T.B.S. pE /344tS Q NO WALL OR ROOF INSULATION INCLUDED [(� 1 0 gW SLOPE PROJECTION LENGTH CLEAR HEIGHT SOFFIT TYPE SOFFIT COLOR E W ONLY LV 1 4 20 a 11 Q . EW ______— --_----- 'R' PANEL ON (ONE) / o — — .,I Dia=3/4" r-1 N o o 0 0 2 1 150'-0" OUT-TO-OUT OF STEEL v M t 134"u134" 3 4 5 6 n 25'—0" 2 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" " EW w = DETAIL'A Dia= 3/4" ,, Jj.. w^ iv o 0 p1/2 S.W + ` o 0____t21/2" _ IH HI T _ A H „ HA c CD DC c c a 3 4" 8 a See Pla EW o ________ DETAIL B l Dia= 3/4„J , I 4 [ o o g 4 m H B H � O O 4 r t 1 3/4" 3 4" 8 See PIar SW C ODETAIL C N Dia= 3/4" .. a r v H. BH c0LII1i 3 1/2" r Od,• v j121/4 o r 6 1/2" SW D w l o W o I x _I 0 DETAILD W Li N m O to Ha H B L&. OOO L o ? °- 0 I I ? 7d D N - W - - - - _ - - - (Li) O IIIR 1r - FL� I A H HA _ =H P° g _ S.W 25'-0" • 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" N' 1 2 4 0 11/10j05 05 ANCHOR BOLT PLAN pERMIT NOTE: All Base Plates O 100'-0" (U.N.) SS 0 4_, N.T.S. ■ teeter Wallis and Associates-Ia t DEC 14 2005 Structural Engineers 05-096-04 E.W= ENDWALL R = S.W= SIDEWALL � P. 'a e 1 � � / `V 1, ,u.snaszoasa - norcror a E.rea,e m.sn-ss'azu — — - - — - - Page is too large to OCR. MEMBER TABLE ROOF PLAN MARK PART LENGTH i P-1 10X25Z14 27'-1 3/4- P-2 10X25Z14 28'-3 1/2' P-3 10X25Z14 27'-3 1/2" a - P-4 10X25Z14 28'-3 1/2' P-5 10X25Z14 27'-1 3/4" N r E-1 10E14 24'-11 3/4" E-2 10E14 24'-11 1/2" E-3 10E14 24'-11 /4" II CB-3 5/16" 31'-5" 1 7 CB-4 5 16" 32'-4" Y w 150'-0"OUT-TO-OUT OF STEEL 2 3 4 5 6 s 25'—0" 25'-0" .f 25'-0" 'f. 25'-0" 25'-0.. f. ..f.E-3 RF1-1 E-2 RF1-1 E-2 RF1-1 E-2 RF1-1 E-2 RF1-1 E-1 A —2 — — — T N \ 4 N laJ v' • o N ER-1 RF1-2 1-2 N RF1-2 RF1-2 RF1-2 ER-2* as ci o� a z____________ ______ ______ = = : v o SSD—t n _ _ _F J _F YP J - yp W 5 W YP O} = g Cl) � z � W W = N � - _____ _____ : ± : i \ ° < C o of j ER-2* RF1-2 �01-2 RF1-2 RF1-2 RF1-2 ER-1 v oIf) 0 c O V) W j O i- ,Nor I+M .. D2 El - - /7 ______ - -iv1 __ _ _ E-1 -1 E-2 1-1 - 1- - � 1-1 PURLIN 2'-1 3L _4" 1'-1 3/4" 1'-1 3/_44" 1'-1 3/4" 2'-1 3 4" / ' 'è SHEETING O = PANELS: 26 Ga. PBR 11/10j05 ROOF FRAMING PLAN pERJU Vss g DEC •IEPeter Wallis and Associates- N.T.S. a O C 14 2005 Structural Engineers 05-09g-04 SA- SHEETING ANGLE - 1e1.901-952-0198 FL0RIDR G.E.,f.4M19 f 801-9504210 I■ - E BOLT TABLE ^I FRAMEFRAMEUNE1 LOCATION QUANTYFEDIA LENGTH ER- ER-2* 8 A25 1 2 1 3/4k •i Columns 4 A325 4' 1 3/4" MEMBER TABLEa k FRAME LINE 1 MARK PART LENGTH EC-1 W8x1 15-6 7/16 a • EC-2 W8x15 16'-5 9/16" E- - EC-3 W8x18 18'-1 9/16" EC-4 W8x15 16'-5 9/16" ER-1 W8x1O 39 W '-6 5/16-6 5/16" CB-1 * 5/16" 27'—O" . w CB-2 5/16" 25'— " �m a^ IFLANGE BRACE TABLE IFRAMEUNE1 MD MARK LENGTH 1 FB29. 2'-5 3 80'-0"OUT—TO—OUT OF STEEL A B C E g 11 3/4" 19—0 1/4" 34"20—0 20 0 19 0 1 4" 11 / eft' 1"1 12 °s 12 U j 1 a I B � I I I I ------ -------------- --------------I-i a 3 EC-1 I I EC-2 EC-3 EC-4 EC-1 Z j ENDWALL FRAMING: FRAME LINE 1 a FO0 R PERMEr _____ u ONLY 10 11 05 ;- _ _ _ SS I N.T.S. ai3'eter Wallis and Associates=V DEC 1 Z005 Structural Engineers 05-069-04 - L moronl.a we.W.m..34n. E2 - - - - - - - - r :w.eci-esz-0ose P11610*vE.a.o:e ra,941.9541214■ I•i�.�el - 1 l:'- I I "r ��. ��fliik --•�' �I -.�� yI '..i-j l -��_ �� F L_u i.i'' •�—i�_-=�Y�7�31���11i- •1-.-r' I I his i�luli:�ii _ —— _ BOLT TABLE FRAMEFRAMEUNE7 LOCA11ON QUANDIA LENGTH ER-1 ER- 8 A325 1/2 1 3/4 Columns 4 A3254' 1 3/4" FRAM MEMBER I ETABLE 7 MARK PART NG EC-5 W8x1O 15'-67/16 EC-6 W8x1O 16-5 9/16" E..-4 EC-7 W8x1O 18-1 9/16" II EC-8 W8x1O 16'-5 9/16" IIw a ` EC-9 W8x1O 15'-6 7,16" 80'-0"OUT—TO—OUT OF STEEL ER-1 W8x1O 39-6 5`/16" W F E C B A EG-1# W8x1O 39'-6 1- 1/2 6 11 3/4" 19'-0 1/4" 20'-0" 20'-0" 19'-0 1/4' 11 3/4" G-2 8X25Z16 22'-3 1112" s a G-3 8X25Z16 21 -1 1/2 " �m CB-1 5/16" 27'-0" u a - 5/18" 2 '- " 12 12 FLANGE BRACE TAB -I _ -- ----- ---- ---- - - - s EtiIQ► FRAME LINE N DID MARK LENGTH __ 1 F629.75 2554 :3 4 __SA _ ---- ---- -- - - ---- -- -- i2'-5' _ !9 1 1 BA 1 p I---------------------------I -------------------- I---------------------------- I ---------------------------I EC-5 EC-6 EC-7 EC-8 EC-9 d GIRT 1'-1 'L.i 1'-1 3 LAPS 3/4' N W ENDWALL FRAMING: FRAME LINE 7 Z N D2 N z E M --- --- --- . j- a o - r =FTTT1 _FOR• ZV N N • • t t D 2 D a v - t • • N N N •N \ k �- r r \ - \ N N tV tN • • • - "- o m c M m CID 0 'alp 'CID a 0D °-D m 1' o CID m d a PERMIT __ DEC „ 10 05 4 2005 ENDWALL- SHEETING & TRIM: FRAME LINE 7 ss PANELS: 26 GC. R — NEED COLOR 5 D2 o .IEPeter Wallis and AssociatesM 'i Structural Engineers 05-069-04 BA- BASE ANGLE r SA- SHEETING ANGLE 1.a 941-952N96a� PE a.,,. E3 - _ - - - - - -3 "' iiWta - - - BOLT TABLE FRAME LINE A LOCATION ::�LOCA11ON QUANE DIA LENGTH i WF-1 - -2 4 A325 5/8" 2 1/4k MEMBER TABLE FRAME LINE A a _ MARK PART ENG WF-1 W12 33 15'-0 N WF-2 W12464 22'-11 3/8" E-1 10E14 24'-11 3/4" Ii E- E-2 t OE14 24'-11 1/2" E-3 10E14 24'-1 3 4" jZ �a a n � _ F o FO 1 150'-0"OUT—TO—OUT OF STEEL 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 8 6 S _ o i F o a B � H I IH HI j I H EC-1 RF1-1 RF1-1 RF1-1 RF1-1 RF1-1 EC-5 C.) SIDEWALL FRAMING: FRAME LINE E ? N ZH - I runO w a u DEC 1 4 2005 ,, ,o 05 eiEPeter Wallis and Associates HIm �, Structural Engineers 05-096-04 ,99na6 wFLMDn .E.*Wla".FJ1336 , E4_ M.911-952-0196 FLORIDA P.E.:RMd1! tat 9N-e5H211 • ■_ _ _- . Page is too large to OCR. Page is too large to OCR. fF[ END OF BUILDING GABLE RAKE ANGLE D. SCREW ROOF PURUN CORNER COLUMN v ENDWALL BOLT, 1/2 COWMN a RAFTER BY 1 1/4' m__ \ •mp h o (2) o^ f BOLTS. i/2' z w a RAF ER o 0 o BY 1 1/4 0 WELDED PLATE BOLT, 1/2' o 0 L : t Q z o BY 1 1/4-(NP) 10101 ENDWALL a,A BOLTS ENDWALL GIRT GIRT �m �� (2) /4 x 1 3/4' o o A3 H a ENDWALL COLUMN NOTE FLANGE BRACES MAY BE PRESENT A] SECTION THRU ENDWALL RAFTER 66 ENDWALL RAFTER TO COLUMN C1 ENDWALL COLUMN TO WALL GIRT D12 CORNER COLUMN TO WALL GIRT I 1g1 GABLE RAKE (6) PER LAP BOLTS. ir2' ANGLE EAVE STRUT x 1 1/4 (TYP) (2) #12 S. D. SCREW [ ENDWALL FF RAF ER PUORLjN s/4•z Y Hsu Sob BOLO 0 ' EAVE STRUT e e 0 O �w o o AIN BOLT. TYP o FRAMES 0 0 kRAkFpfuFJFt BF AGE Leuinra ooww COLUMN 1/2 z1 1/4' ENDWALL E O F COLUMN a ENDWALL RAFTER SECTION ELEVATION F20 WIND BENT OR WINDCOLUMN COLUMN RAFTER SPLICE AT SURFACE CHANGE GZ O ROOF PURUN TO INTERIOR FRAME RAFTER H9 1 RAFTER 8 EAVE STRUT TO ENDWALL J6 EAVE STRUT TO RIGID FRAME T O BUILDING N V RIGID SHOP CLAMP ON CABLE RAFTER E W EE � L O COLUMN OR TOP BOLTS, SEE O .] RAFTER WEB O O a a o DRAWING FOR SIZE BOLTED— 00 d HILLSIDE END PLATE O O -TOP BOLTS, SEE j PABLE TOP FLANGE DRAWING FOR SIZE WASHER jo INTERMEDIATE BOLTS, — IATE BOLTS.THE NUMBER OF TOP oENDWALL OR BOTTOM BOLTS COLUMN BOTTOM BOLTS, SEE GREATER THAN FOUR. SLOT IN WEB TO INSERT NUT 00 DRAWING FOR SIZE. HILLSIDE WASHER O O EXTENSION BEYOND FLANGE IS BOTTOM �-BOTTOM BOLTS, SEE 'D EYEBOLT J OPTIONAL, AT TOP & BOTTOM. FLANGE 00 DRAWING FOR SIZE RIGID FRAME RAFTER i2Z DIAGONAL CABLE, EYEBOLT END Z 19 TO ENDWALL COLUMN u 2 BOLTED ATEND BUILDING PEAK CONNECTION '! BOLTS COLUMN FOR C RAFTER TO O CONNECTION d _ FOFa _ - 11/10051 pERMI ______ CS L N.T.S. •IEPeter Wallis and Associate�16 05-096-04 DECStructural Engineers 4 200 s D1iw.sn-ssza+sa rtorsroa v e.R+wte ru sarzu r . _ r �ti. I- a� .M F'-• If yi q X, a ,t , 1 1 •r;.e�.„•,nni ,y� °"— —_ ,t -•"• i;� —1 _ :, i• ,. _ n ,at .' ��Llr.)J•. h..u- - _�.ul 1i3 1._ - _ _ �s� .a,,.iIL 26 Go. DIE—FORMED L RIDGE _ / _ 1 8"w0 C.6• — 'R'PANEL RIDGE CAP ( F2 RAKE TRIM - (SEE ROOF FASTENER SCHEDULE) GSl 3 i 3• 1'-O" I 1•-O 3• - - - 3/8"MASTIC - (e-0 GALVANIZED GUTTER BRACKET VII (2)PER CONIL - I - - INSIDE CLOSURE - 14■7/e lAP-SAC A4 #1214 xl 117(3 _ 2 x 4'x 16 GA. PBR' ROOF PANEL - (PAINTED AS REWIRED) v - - At RAKE ANGLE - - - (TO MATCH ROOF) I 2 x flx "PBR'PANEL - 14 x 7/e'LAP-SAC - PER PANEL ROOF _ --------- 2)PER STRAP - 3. n g — i2-l4:1m13 7EK3 14LAP-SAC - WALL SHEET FASTENER fz 'o ' (SEE WALL FASTENER SCHEDULE) (2)PER CONK.TOP PURLN \ 3�, � W�ALR.L 1 4— x7/B' o a o a ROOF FASTENER SCHEDULE) 3/8"TAPE MASTIC Ft (SEE ^ t2 x t t/4'TEK _ 26 GIUGE G&VALIIME - - ► 1 N o _ Frw"••���11 14 v 7'8 LAP-TEK - - - - 12 x 1 1/4'TEX w/WASHER 4^ - III 12 dG. - ----------- (SEE WALL FASTENER SCHEDULE) - W/ p s OUTSIDE CLOSURE 2e GAUGE�� ER 'R'PANEL WALL II I FAVE STRUT I \ r Ill -... = PURUN 'R' PANEL F4 F 0 F3 w SAVE TTnM _ - /14 x 7 B' I TEK N - - - LO SCR f12-14 x 1/4 26ga -CORNER TRIM (O 12.O.C.VERTICALLY) _ WALL SfRUCT RIDGE CAP DETAIL D2 Z -G LONG 1 z RAKE DETAIL AND "R" STANDARD GUTTER DETAIL 4 CORNER DETAIL D2 "PBR" PANEL ROOF 3 2 �! $ "PBR" ROOF PANEL WALL PANELS D2 a- RAKE 1 / X18=a66-LAP- PANEL and TRIM FASTENERS -R'PANEL WALL Al -/ .._3/6•MASTIC - - Technical Data and Applications - - L4 x 2 x 16 GAUGE (LLH.) eASE ANGLE Al 'PBR'ROOF PANE ITEM T.B.S. FABTROL PART NAME APPLICATIONS " ' GA 1/4-0 2 x 4 x 16 RAKE ANGLE DESCRIPTION DRIVE PINS (0 24'O.C.) BOTTOM WALL SHEET FASTENER BY ERECTOR - _ --------- _ - - - - SCR #12-14 x 1 1/4" - 1. 'PBR' Roof Panel to Purlins. - - - (SEE WALL FASTENER SCHEDULE) FINISHED - - - - - ROOF STRUCT. - - 0 FLOOR 2. LOC—SEAM Panel ® Eave V ,z x i2i/+'me and End Laps. ATLAS' #12-14x1 1/4" TCP3 HWH 3/8 "ULTIMATE' FB .�-•_ _ - -.26 GAUGE BASE TRIM y. GRADE .a• SCR 1/4-14 x 7/8" 1. 'PBR' Roof Panel Sidelaps. d • - •4 SCR l�TR-14 x7/6' ROOF STITCH •� 2. Roof Trims to Panel. \ - - - 012 O.C. ATLAS' 1/4-14x7/8 TCP1 HWH 3/8 "ULTIMATE" - - V [' FASCIA TRIM _ EQUIVALENT) (A - - SC // /to-16 xi" SCR #12-14 x 1 1/4" 1. 'R' Wall Panel to Girts. JJ WALLL 1 TRUCT z7/8 (2) E CONN.TO Cl 1144144111 WALL STRUCT. a_ l 0 12 O.C. PURUN-TOP & BOTTOM } 5 BASE DETAIL AT FINISHED s RAKE DETAIL TLAS #,2-14x1 1/4-TCP3 HWH CARBON FLAT-TOP" 22 (OR EQUfVALENT) D2 FLOOR - D2 SCR 1/4-14 x 7/8" 1. 'R' Wall Panel Sidelaps. N 'R PANEL WALL STITCH 2. Wall Trims to Panel. 0 a a o TLAS' 1/4-14x7/8 TCP1 HWH 5/16 CARBON "FLAT-TOP" c - - - - (OR EQUIVALENT) V o- V SCR #10-16 x 1" 1. Cleat to Panel SD2 PPKH a ,. #2 - - - _ - PHILLIPS—PANCAKE HEAD JJ #1O-16x1 GSTEEL TSCREW. - - v - _ _ - - - (OR EQUIVALENT) - - - SCR 19-15 x 1 1/2" 1. Wall Panels or Trim WOOD WALL to Wood. - o! - _- SFS' #9-15x1 1/2 SELF—PIERCING—POINT HWH - - - - - _ _ 1/4 °WOODGRIP" STEEL SCREW w/ WASHER. - - - - - _ (OR EQUIVALENT) - - } 1/4 x 1 1/4" 1. Base Angle to Co e'te.- - MHD DRIVEPIN - (*PROVIDED BY ERECT - - L 01 - - -- - MUSHROOM HEAD DRIVE PIN w/ - - - -- - - - - - - ZAMAC BODY & CARBON STEEL NAIL - 1 1/10 "05 UI 1/8 x 1/4" rim and Gut r La ALUM. RIVET SS 9/32 dia., 1/4" — 5/8" GRIP, LARGE FLANGE NR1I [ - .T.S. - - - - - - PROTRUDING CROWN HEAD, OLYMPIC BULB-TITS RIVET eI�eter Wallis and Associates=fie - w/ NEOPRENE WASHER. 05-018-0,4 Structural Engineers s ,�.�.. , , [ ■, DEC 14 2005 D2 N.911-952-0196 POP€ 444 1x I 9 -9M-24■ _ - - - - -f � ( 'I- - ,;S.. 1. ;� 1 � L - " l--; - e 1• .:` �l L - y (_._ j1.. �,_, ,;11 -- _-ai�i 'Ll 1' .3 _ _ f1 a��ti34JljL�ir.l��[-=• _ — �i_.u�. --ivie is u.11i _ - Page is too large to OCR. _ - - NUT ROTATION FROM SNUG—TK;HT - - - -- - - - - - - - - CONDITION FOR TURN—OF—NUT TENSIONING - T T • 0 5=0 9 6-0 4 T PRETENSIONT,,, KIPS• rL1/ 1 IN. ASTM A325 AND ASTM M90 BOLT LENGTHo BOLT FACES ONE FACE NORMAL TO BOTH FACES SLOPED - d F1852 BOLTS BOLTS NORMAL TO BOLT AXIS. OTHER NOT MORE THAN 120 SLOPED NOT MORE THAN FROM NORMAL TO BOLT BUILDING SYSTEMS INC. CITY OF ZEPHYRHILLS SHED 1/2 12 15 BOLT AXLS 1:2°' AX'S' J 0 B N A M E 5/8 19 24 NOT MORE THAN 1 3 TURN 1/2 TURN 2/3 TURN • 3/4 2B 3s MDRE�TIiArt �, / 2812 Tallevast Road • Sarasota, Florida 34243 LOCATION : TAMPA FL. 59 49 Na MORE 1/2 TURN 2/3 TURN 5/6 TURN Phone: 941-755-7073 •Fax: 941-755-3067 1 1/8 56 - 80 BUT BUR NOT MOTHAN RE 2/3 TURN 5/6 TURN 1 TURN CUSTOMER ENERGY SERVICE & PROD. CORP. ' 7, t02 =peter wallis and associates 1 3/8 85 121 (•)4(NUi ORT BOLT) BEING TURN D. T REGARDLESS OF THE ELEMENt - . - - EEh FOR REQUIRED NUT ROTATIONS OF 1/2 TURN AND LESS.THE TOLERANCE IS PLUS OR MINUS 30 DEGREES; FOR REQUIRED NUT ROTATIONS OF 2/3 AND - st ru c t u ra 1 engineers 1 1/2 103 148 (a) EQUAL TO 70 PERCENT OF THE SPECIFIED MORE.THE TOLERANCE IS PLUS OR MINUS 45 DEGREES. • MINIMUM TENSILE STRENGTH OF BOLTS AS (b)APPLICABLE ONLY TO JOINTS IN WHICH ALL MATERIAL WITHIN THE GRIP_IS STEEL - - • - - - - SPECIFIED IN ASTM SPECIFICATIONS FOR TESTS (c)WHEN THE BOLT LENGTH EXCEEDS 12d,.THE REQUIRED NUT ROTATION SHALL - - - - - - - - - * * * * * * * * * * * * * * * * OF FULL—SIZE ASTM A325 AND M90 BOLTS BE DETERMINED BY ACTUAL TESTING IN A SUITABLE TENSION CALIBRATOR THAT ROOF SHEETING wITH UNC THREADS LOADED IN AXIAL TENSION, SIMULATES THE CONDITIONS OF SOLIDLY FITTING STEEL - 100 north washington blvd,Sarasota,fi 34236 - - - ROUNDED TO THE NEAREST KIP. (d) BEVELED WASHER NOT USED.- - - - - - - TYPE: PBR' GAGE: 26 COLOR: GALV'M ■ tel.941-952-0496 FLORIDA P.E#34418 fax 941-954-4214 ■ WARRANTY: UL90 CERTIFICATION: Two tightening procedure are specified for ASTM A325, F1852, and ASTM A490 bolts in joints subject to tension 1) Turn—of—Nut method and 2) Direct Tension indicator. WSt (2) FIXED CLIPS: SLIDING CLIPS: Bolts in connections not subject to tension need only be tightened to the snug tight condition, defined as tightness attained by a few impacts from an impact wrench or * * * * * * * * WALL SHEETING * * * * * * * * the full effort of an ironworker using an ordinary spud wrench. - ROD - TURN—OF—NUT PRETENSIONING simrciIPA NXXE Nor m ISS TYPE: 'R GAGE 26 COLOR: T•B•D When the Turn—of—Nut method is used to provide the specified bolt tension, there e,E SOCIM NL 1) n WARRANTY shall first be enough bolts brought to a "snug tight" condition to insure that the T.B.S ONLY PROVIDES THE ROOF parts of the joint are brought into good contact with each other. Following this PURLIN.ALL OTHER MATERIAL initial operation, bolts shall be placed in any remaining holes in the connection AND HARDWARE BY OTHERS. * * * * * * * * EAVE TREATMENT * * * * * * * * and brought to snug tightness. All bolts in the connection shall then be tightened ACCEPTABLE CONNECTION METHODS additionally by the application amount of nut rotation specified with tightening X STANDARD GUTTER w/ DOWNSPOUTS FT. O.C. progressing systematically from the most rigid part of the joint to its free edges. During this operation there shall be no rotation of the art not turned by the " ° °°;" t — FALSE GUTTER wrench. t1 NO GUTTER " y L 5T -L IVs t S3 ' L * * * * * * * * * * * * * * * * * * * * * * FRAMED OPENINGS NNONE * * * * * * * T WrftT� TRIM COLORS V..�1 5 { - • 2/3 MAXIMUM RAKE TRIM T.B.D. GUTTER/EAVE TRIM T.B.D. QTY- WIDTH HEIGHT SILL HEIGHT TRIM COLOR FRAME TYPE 1/3 J OFF CENTER DOWNSPOUTS T.B.D. FRAMED OPENINGS - TRAPEZE HANGER: 2 1/2"# TO 40 PIPE HANGER 1/2"0 TO 2 1/20 CORNER TRIM T.B.D. BASE TRIM T. T (LOAD SPREAD TO 2 PURUNS) (SINGLE PURUN LOADED) . . y P u�)�r �' C SPRINKLER/COLLATERAL ******TRANS PANELS X❑ NONE * * * * * * - _ - CONNECTION DETAILS TRANSLUCENT SKYLIGHTS QTY: - SIZE: - TRIM: TRANSLUCENT WALL LIGHTS QTY: SIZE: FOR WINDOWS, PERSONNEL DOORS, AND LOUVERS PLEASE GIVE ROUGH OPENING SIZE. * * * * * * ROOF CURBS NNONE * * * * * * * * * * * * * WALK DOORS ©NONE * * * * * * * QTY. MINIMUM HT. GAGE COLOR QTY. SIZE SWING LOCKSET CLOSER TRIM TRIM COLOR f - - 3070 6070 _ -YES NO - YES - NO CONNECTION THRU - FLANGE C-CLAMP IS - CADDY CLP ATTACHE 1 66 SEE CURB DETAIL ON SHEET RC1 FOR LENGTH AND WIDTH OF ROOF CURBS. NOT AN ACCEPTABLE TO UP IS NOT AN FLANGE IS NOT - 3070 _ 6070 - YES - NO - YES - NO CONNECTION ACCEPTABLE ACCEPTABLE S - - - - - - - CONNECTION. - o ©NONE * * * * * * * — 3070 6070 _ YES — NO — YES - NO QTY. SLOPE PROJECTION LENGTH CLEAR HEIGHT PANEL SOFFIT COLOR BUILDING S L COMPLY W""'UNACCEPTABLE CONNECTION * * * * * * * OVERHANGS OX NONE * * * * * * * ALL APPLICAB E BUILDING, DETAILS QTY. PROJECTION LENGTH SOFFIT TYPE COLOR GAGE ELECTRICAL,P 1JMBING AND l ` - DES. REVIEW DATE: I g I 0 > S.W. - M$CHACAL CITY OF ZEPHYRIiIL * * * * * * * LINER_PANEL N NONE * * * * * * * BUILDING OFFICIAL Ll I• = a - - - SW GC PLEASE VERIFY DIMENSIONS, ELEVATIONS, LOCATION LENGTH HEIGHT PANEL TYPE GA. COLOR TRIM TRIM COLOR FIELD CONDITIONS, AND CL DED QUESTIONS ' E.W. - SHOWN E.W. PLEASE MARK UP O UBMITFAL CCORDINGLY DRAWING INDEX NO CHANGE MEANS ACCEPT AS SHOWN COVER SHEET Cl NI ANCHOR BOLT DRAWING AB1 & AB2 : o - SPECIAL NOTES STRUCTURAL DRAWINGS Ell THRU E6 0 PRIMARY STEEL TO BE TBS STANDARD RED OXIDE STRUCTURAL DETAILS D1 THRU D2 D3 SHEETING * * * * * * * CANOPIES NNONE * * * * * * * a ANCHOR BOLTS NOT BY T.B.S. - ' NO - REVISION DESCRIPTION DATE • c QTY. EW SW SLOPE PROJECTION LENGTH CLEAR HEIGHT SOFFIT TYPE SOFFIT COLOR NO WALL OR ROOF INSULATION INCLUDED NLYPETER MI'&US A 1 1 _ FOR APPROVAL — — 'R' PANEL ON (ONE) E/W ONLY - P.E.CI �Ts - - - EC 14 20 ORROM NEIE PP AIM UMM - - I. ,j .� l . 1. r i a�i 5 .i! _ „t� '-I_ _ , aii.1�. •,`L 1 ! !-_ :.. >ri Dia=3/4" 00 2 1/2 1 150'-0" OUT—TO—OUT OF STEEL M 2 345 Nn 134" 34" 6 m� EW 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" Dia= 3/4" 11 3 T DETAIL'A : W °w 'Pad O ° N O O 31/2" T S.W c O____21/2" 2„ A =H HI A H H J—C CD DC C C a r° 1 3/4• 1 3 4" S See Pla _________ EW `� o DETAIL B Dia= 3/4„6» o� 0 0 4 m H B H - 4 134"u134" 8 See Plar SW DETAIL C O Dia= 3/4" o O m o c, HB �_� caL113t/2» p BHO2 1/4 61/2 SW o w O w I � � 3 b N � U DETAILDlLl LJ N 3 O O J J j = rn H „ e BH w o � a w O � oc W _ O V O p - o I ' 1d7d i • ti `'' C i C p DC C C AH A IH HI I S.w M 25'-0" 25'-0" .1. 25'-0" 25'-0" • 25'-0" 25'-0" 3 O _ 11/1005 ANCHOR BOLT PLAN pERMITcsM NOTE. All Base Plates O 100-0" (U.N.) L N ■ teeter Wallis and Associates-�• N.T.S. ®EC 1 4 2005 Structural Engineers 05-096-04 E.W= ENDWALL AR S.W= S DEWALL •, M.9419520/98 FLORIOAP.E.#34418 982911-9514210■ / 1V - - - - - - - -- -_ - --- - - - - - - - - - - - r.. - - - -- - - Page is too large to OCR. MEMBER TABLE ROOF PLAN MARK PART LENGTH If P-1 10X25Z14 27-i 3 P-2 10X25Z14 28'-3 1/2" P-3 10X25Z14 27'-3 1/2" P-4 10X25Z14 28'-3 1/2" P-5 10X25Z14 27'-1 3/4" E-1 10E14 24'-11 3/4" E-2 10E14 24'-11 1/2" E E-3 10E14 24'-11 3/4" II h7 CB-3 5/16" 31'-5" if 150'-0"OUT-TO-OUT OF STEEL 7 CB-4 5/16" 32'-4" w w _ 2 3 4 5 g �9 a^ 25-0 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" E-3 RF1-1 E-2 RF1-1 E-2 RF1-1 E-2 RF1-1 E-2 RF1-1 ii A W _ -2 -3 _ - ci ii iL l W o N ER-1 RF1-2 _ %1-2 RF1-2 RF1-2 RF1-2 ER-2; W W L� 0 = = = : : ) : : : : _ _ _ _ = = D2 0O U O 0 SSD-,• __ _______ = W P-5(Typ) - P-1(T)p) W 5 5 - __________ _____ _____ _____ _____= D2 Z j ER-2'► RF1-2 71-2 RF1-2 RF1-2 RF1-2 ER-1 m y} a o 0 v=i I oo C O W�o W T- O i- � v MaR 01/10 i D2 - _ =_NN ,Z J W W r -1 R 1-1 - 1-1 E-2 1-1 E-2 1-1 E-2 1-1 - LU PURLIN 2'-1 3[�_ 2'-1 3 R00F 3/4 1-1 3/4" 1-1 3/4"- 1-1 3/4"- FOR 2'-1 3/4" 2 SHEETING rr PANELS: 26 Co. PBR 11710r/05 ROOF FRAMING PLAN DEC20� •I�eter Wallis and Associates I• N.T.S. Structural Engineers 05-096-04 SA- SHEETING ANGLE - - - M.>a1-952-0090 FLORIUAP.E.IS34 fua 9dl-950421/,' ` F -- j - - ilr 1_M�,�, . Ala•.iN�� �.��_�_..�J••���� j.j1��� .i".-'�. E �ii gl�_-" - _.� 1 - - - - Page is too large to OCR. BOLT TABLE I FRAME UNE OCA11ON QUAN TYPE DIA LENGTH ER-1/ER-2 8 A325 i/2 1 3 Columns 4 A3253/4" MEMBER TABLE AME LINE 7 ARK PART LENGTH EC-5 W8x10 15'-6 6 7 EC-6 W8x10 16'-5 9/16' EC-7 W8x10 18'—1 9/16" II EC-8 W8x10 16'-5 9/16" IIr EC-9 W8xl0 15'-6 7//16" 80'-0"OUT—TO—OUT OF STEEL ER-1 W8x1O 39�6 5l/16- W F w F E D C B A EG-1* 8X25Z16 21'—i 1/2 6 11 3/4" 19'-0 1/4" 20'-0" 20'-0' 19'-0 1/4" 11 3/4" 111/G-2 8X25Z16 22'-3 2" � / G-3 8X25Z16 21'-1 1/2" S y' CB-1 5/16" 27'-0" m u 1 CB-2 12 12 OFLANGE BRACE TAB N a 1 _— SA ------ ------ — — ------ — SA -- 1 FB29.75 2—5 3 4 ------ — 2 FB29.38 3 8` co II I co 1 1 _co O C EC-5 :1 ; EC-6 EC-7 EC-8E0-9 GIRT 1'-1 3 41 1'-1 3141 t'-1 3/4� B LAPS /'-1 3/4• 1'-1 3/4� —1 3/4' N U I ENDWALL FRAMING: FRAME LINE 7 A _ z ♦o 2 a D2 N Z 1 --- --- --- - --- - --- --- ?- ] U 1= W U 4 F� o wean ,"I • iV h h ZV . . D2 J r r ^ fA O M m m M O ^ \ rPERMIT __ONo o p ro ao o M m 1 1 1 1 1 1 1 1 m M o o , m M p 1 ,� i� i• 'alo co �°�° �° �° r' °° °� 'alp co i� l 1 ai° L 0� 11/10105 _ DEC 1 4 20 05 ` • ENDWALL SHEETING & TRIM: FRAME LINE 7 ss PANELS: 26 Ga. R — NEED COLOR 5 N.T.S. D2 ��et tesnj • Structural Engineers g 05-069-04 V BA- BASE ANGLE E3SA- SHEETING ANGLE IS 941-952-0496P0095O9P.!.auiens'i-su : l :1.1 ij = t' r a I M -� i Ir - 11 = J ' 1 = - - - - - TABLE FRAME LINE LOCATION QUAN TWE DIA LNG WF-1 - WF-2 4 A325 5/8 2 1/4 MEMBER TABLE FRAME LINE A a MARK PART LENGTH WF-1 W12433 15—Os WF-2 W12464 22'-11 3/8" E-1 10E14 24'-11 3/4" E-2 10E14 24-11 1/2" IIo q E-3 10E14 24'-1 33 4" ir � F o wa _ 150'-0"OUT—TO—OUT OF STEEL 2 3 4 5 g 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" E-1 E-2 I E-2 I E-2 I 8 6 8 _E-2 I - _ I - E l 0 a H I I I '� I H 2 EC-1 Rf1-1 RF1-1 RF1-1 RF1-1 RF1-1 EC-5 to v SIDEWALL FRAMING: FRAME LINE ELa NE o < . o v — U) 0 ti _pERMrr _____ ON L DEC 142005 Z00 [ 11/1:105 csM o ss ■IEPeter Wallis and AssociateIn N.T.S. gStructural Engineers 05-096-04 ,� ,99mY wFLOROA W.nMIS . 94216 �■ E4 M.BH-952-01% FLORIDA P.E.RW/E tex 911-9544214 -- — - - - - - i. -!1' i3• - rLa��1[.i= _— —".44JL.r1 —- - - - BOLT TABLE AME UN LOCATiON QUAN TYPE DIA LENGTH *11 _ - - WF-2 4 A325 5/& 2 1/4 MEMBER TABLE FRAME LINE A MARK AR LENGTH WF-1 W12433 15-0 N WF-2 W12464 22'-11 3/8" E-1 10E14 24'-11 3/4" 4 F4 E-2 10E14 24'-11 1/2' E-3 10E14 24'-11 V4' II `a T '1/uT/f p O >a 150'-0"OUT-TO-OUT OF STEEL 1 N4 6 5 4 3 2 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" __ I BA HI I H • EC-9 RF1-1 RF1-1 RF1-1 RF1-1 RF1-1 EC-1 0 V 0 0 SIDEWALL FRAMING: FRAME LINE A _ W O 3 4 - - 25 O'-0' _ - (2) 3/40 x 1 3/4 A325 BOLTS FAB LEN — 22-10 3/8' Z C11 0F2 Ct1 S NS s IF2 S NS 3S 0 o (4) 3/40 x 2 1/4" A325 BOLTS w/ NUT N W FOR MOIL I1/1 A 3 � MARK QNT DESCRIP110N WEIGHT xli 58x14-1] w x x - a x x - x x - o x4x11 _ = Weight Sum .. 212 MARK QNT DESCRIPTION WEIGHT x z w B x x — n1 x x — - - _ _ O L� x x _ 11410 5 Weight Sum 473. i-, DEC 14 2005 �M SS P1 ELEV. - 0'-0" BP Teter Wallis and Associates-$. N.T.S. PORTAL ELEVATION Structural Engineers 05-096-04 ,OD naN 46 . x,aq.34296 E5 ' 1e1.8/1-952-0496 RORUAORIDA P.E P.E.#3N1! 344 941-954-4214,■ 1. = :a• - - LJ4..�i_,ra LLL.L faijv_ SPLICE BOLTS MEMBER SIZE L I Splice Quan -----Bolt---- PIECE WEB D P WEB_PLATE OUTSIDE FAN INSIDE x ANGE LEN Mark To Bot nt T e Dia Len TART END ICK LENGTH W W x x x LEN W W LEN i SP- 1 4 4 2 A325 0.875 2.50 RF1-1 9.0 6.2 0.188 47.3 6x1/4 x187.8 6x3/8 x158.7 16.2/33.0 0.188 143.0 6x1/2 x 30.5 SP- 2 4 4 0 A325 0.625 1.75 " RF1-2 30.0/15.8 0.188 143.0 6x1/4 x240.0 6x5/16"x202.4 15.8/10.0 0.188 58.5 6x1/4" x201.4 6x1/4" x239.1 a . . .0 '7FLANGE BRACES: Both Sides(U.N 100/10.0 0188 143 .) 10.0 10.0 0.188 9 0 _ FBxxA(1)• xx=length(in) N" A — L2x2x12G -8 A z wa F da m F o 1'-0" 1'-0" 8 SP® 4'-10 11 16 4 10 11/16" Q1' �� FS30.63A 1 .63A(1) FB30 1 �` FB30 1) O RF1-2 $ RFI-2 U 0 CL a Z W O V + = I io 1 00 w = I U + rn a W jw Iw NLa. o U v 8" _k-95/8" 73'-03/4 2'-95/8 - = 8" CLEAR +/-- 1 oa' j K 80'-0" OUT-TO-OUT OF STEEL J. - ___ = CROSS SECTION FOR FRAME LINE 2 3 4 5 6 PER Mt111 10 05 u CSM , [ 2005 J�eter Wallis and Associates=le N.T.S. DEC 14 Structural Engineers 05-096-04 E6 -j 4 j-�`.--r -rl'.,:�i 7 �•, .r. ;i- ' ;.�j: �r.,-.", •+� � .r.i-�,I - -�_ -2 IL - - - -x.31;1 - - L= i'-_�' �► IWL i END OF BUILDING GABLE RAKE ANGLE #12 S. 0. SCREW ROOF PURLIN CORNER COLUMN ' I I ENDWALL BOLT. 1/2' COLUMN RAFTER BY 1 1/4' o JL (2) C w BOLTS. 1/2" �a ENDWALL \i : 00 /4'RAFTER WELDEDPATEBOLT, 1/ O 0 BY I 1/4'(1YP) o o ENDWALL BOLTS ENDWALL GIRT GIRT �� II (2) 3/4 x 1 3/4" o o I u A325 r o L ENDWALL COLUMN — ]JJ NOTE: FLANGE BRACES MAY BE PRESENT n a SECTION THRU ENDWALL RAFTER B6 ENDWALL RAFTER TO COLUMN C12 ENDWALL COLUMN TO WALL GIRT D12 CORNER COLUMN TO WALL GIRT GABLE-S RAKE ] SS (6) PER LAP ANGLE a � BOLTS. 1�2' EAVE STRUT x 1 1/4 (nP) (2) X12 S. D. SCREW ENDWALL pppp�F RAFTER PURLJN sp•:YAM ao�e. • EAVE STRUT T O • e e Z.KWw O O �L �1GE wiw cauw ALT TYP.1/4' FRAME BOLTS, (Oj G� BRACE COLUMN O O BULDND C0IIJNI - ID ENDWALL O i COLUMN ENDWALL RAPIER SECTION ELEVATION l7 d WIND BENT OR WIND COLUMN EAVE STRUT TO ENDWALL RAFTER QEAVE STRUT TO RIGID FRAMEF20 RAFTER SPLICE AT SURFACE CHANGE RooF PURUN To INTERIOR FRAME RAFTER TOUGCON 18 to W RIGID FRAME W W SHOP CLAMP ON CABLE RAFTER N N 4Z! COLUMN OR O O -TOP BOLTS. SEE O < w R 1 RAFTER WEB DRAWING FOR SIZE. BOLTED O 4. a O o�A0 END PLATE —TOP BOLTS. SEE i LL W RE 4 A325 3 4" x o o O O INTERMEDIATE BOLTS, TOP FLANGE O O DRAWING FOR SIZE U p U E ( ) / THE NUMBER OF TOP FLAT 1 3/4" BOLTS W/ o o OR BOTTOM BOLTS WASHERS. GREATER THIN FOUR. O O —INTERMEDIATE BOLTS. ,,,• L :TINSN:HER ENDWALL O OI DRAWING FOR SIZE O O LLSIDE WASHER EXTENSION BEYOND FLANGE IS BOTTOM �-BOTTOM BOLTS, SEE �JD EYEBOLT OPTIONAL, AT TOP do BOTTOM. FLANGE O O DRAWING FOR SIZE DIAGONAL CABLE, EYEBOLT END RIGID FRAME RAFTER - BOLTED END PLATE CONNECTION BOLTS FOR RAFTER TO O TO ENDWALL COLUMN AT BUILDING PEAK COLUMN CONNECTION 11/10j05 CS SS L eter Wallis and Associate= ®C V 1 Structural Engineers 05-096-04 _ - - - - - - 0 ,-962-O46 nannx re;da,e n.s.,asarzu■ _ D 1 - _ 26 Go. DIE-FORMED L RIDGE / • - 'R'PANEL RIDGE CAP 12 x t t/4'ZAC F2 RAKE TRIM 01 8'x0�8 LAP ! �� GS1 ZAC 1'-� r,-o _ 16 GAUGE GALVANIZED GUTTER BRACKET - V; 3• 1 3• 3/8•MASTIC (0 3-0.Oa) (2)PER COWL It 14 x 7/8 LAP-ZAC ( +12-14 xt TEK3 At RAKE xANGLE _ •PBR'ROOF PANEL - - (TO WTCH�ROOF) ) { 2x4 x18GA r ' -.. - - - - - - 'PBR•PANEL - - tt 4 x 7/8•LAP-ZAC •PBIY PANEL ROOF - sNEETRIG L[ ---��_ R)PER STRAP - 1r�y' n ` WALL SHEET FASTENER ` '�co • - - - - _ I - _ 12-14 xt TEx3 - 14 x 7/6 LAP-ZAC x - (SEE WALL FASTENER SCHEDULE) - w (2)PER COWL TOP PURLW (O o'—e'O.C.) .w51� WALL 151 K—UCT x7/9• 3/8'TAPE MASTIC F1 FA W5cNEDtA� O 12 O.C w N w E - - P - - - - x GAUGE cALVALUTAE -- _ _ H u _--- - - 4•TEK w/WASHER - - - - r---T a�C — _ GU1_ FASTENER SCHEDULE) WALL W/ = - OUTSIDE CLOSURE 26 GAUGE SAVE GUTTER •R'PANEL PURLIN •R PANEL F4 F3 2 - - - - - - - - - - - - - - - tGW FAVE /14 x 7 8•TEK - SCR /12-14 x 1/4 - - 26ga CORNER TRIM (O 12' 0C.VERTICALLY) - - - - - WALL STRUCT - RIDGE CAP DETAIL " z RAKE DETAIL 4 CORNER DETAIL ,, D2 26-6 LONG e 3 STANDARD GUTTER DETAIL D2 "PBR" PANEL ROOF AND "R D2 rj "PBR" ROOF PANEL WALL PANELS D2 o. RAKE TRIM 116 0708-LAP- PANEL and TRIM FASTENERS -R" PANEL WALL Al 3/B• MASTIC Technical Data and Applications L4 x 2 x 16 GAUGE (L.L.H.) BASE ANGLE 2"x 4•x116 ,-PBR• ROOF PANE 4AR ITEM T.B.S. FABTROL PART NAME APPLICATIONS DR ERE 24 (DESCRIPTION) /4" 1 'PBR PUriln F 1/4.6 RAKE ANGLE •<(BY• � DRNE PINS (0 •0C.) BOTTOM WALL SHEET FASTENER Cron —____---_ SCR #12-14 x 1 1 ' Roof Panel t0 s• 0•• f - _ - ? (SEE WALL FASTENER SCHEDULIy FINISHED - ROOF STRUCT. - - - FLOOR 2. LOC-SEAM Panel 0 Eave V ,z x(2i/4•roL and End Las. .- jj �. _ - _ ATLAS' #12-14x1 1/4" TCP3 HWH 3/8 "ULTIMATE p O " . - - - - - - FB ♦ - - - - - - - - - - - - - 26 GAUGE BASE TRIM - . GRADE a SCR 1/4-14 x 7/8 1. 'PBR' Roof Panel Sidelaps. d • 4 5 R 1/4-14 x7/8 x7/8• ROOF STITCH __—_---__ 2. Roof Trims to Panel. • _ 0 12. O.C. ATLAS' 1/4-14x7/8 TCP1 HWH 3/8 "ULTIMATE" - - () FASCIA TRIM /10-16 xr SCR #12-14 x 1 1/4" 1. 'R' Wall Panel to Girts.SCR 1/4-14 x7/8• PANCAKE HD. WALL STRUCT (2) PER CONN. TO ciiiWALL STRUCT. _ c O 12.O.C. PURUN-TOP & BOTTOM I BASE DETAIL AT l FINISHED - -RAKE DETAIL - _ - ATLAS' #12-14x1 1/4" TCP3 HWH CARBON FIAT-TOP" B (OR EQUNALENT) Z ? 2 FLOOR D2 SCR 1/4-14 x 7/8" 1. 'R' Wall Panel Sidelaps. li W I PANEL WALL STITCH 2. Wall Trims to Panel. O Q ATLAS' 1/4-14x7/8" TCP1 HWH 5/16 CARBON "FLAT-TOP' - - - o - - (OR EQUIVALENT) - - - UF= G SCR #10-16 x 1" 1. Cleat to Panel. SD2 PPKH jJ #10-16x1 SELF-DRILLING-POINT#2 PHILLIPS-PANCAKE HEAD STEEL SCREW. (OR EQUIVALENT) _ SCR #9-15 x 1 1/2" 1. Wall Panels or Trim WOOD WALL to Wood. SFS' #9-15x1 1/2 SELF—PIERCING—POINT HWH J - - - 1/4 "WOODGRIP" STEEL SCREW w/ WASHER. - - (OR EQUNALENT) - - 1/4 x 1 1/4" 1. Base Angle to Co ete. - _ W MHD DRIVEPIN (*PROVIDED BY ERECT f �t - MUSHROOM HEAD DRIVE PIN w/ - - - - - - - ZAMAC BODY & CARBON STEEL NAIL. - - 1 1/10j05 ui 1/8 x 1/4" rim and Gut r La S ALUM. RIVET SS ' 9/32 dia., 1/4" — 5/8" GRIP, LARGE FLANGE D R VI 161K •IEPeter Wallis and Associate =�■ PROTRUDING CROWN HEAD. OLYMPIC BULB—TITE RIVET s w/ NEOPRENE WASHER. Structural Engineers 05-018-04 DEC 14 2005 D2 . - - • •, Ax.9i1-4S1-0/% R WORI P A3.E. 141E taz 411-%1<?II,• _- - - - - - ,� .). .1.)x.1 1, ,I 1,. '+ .I! :L�1�.���.i'/1 �1 1 j 1J �- '.Li .{ -I i ,LI --4 • li� I - - . - - jai-tli1ii4 �t= -- _ _ - - lili.zi�I. iasYl.iciLi.lri��li .eul[ -fir 3:�i.�.d1i�--:a[L�yJf u.::1 - - - - - - - - Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.