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HomeMy WebLinkAbout412 W 14 St 25029 New construction City of SanfordM15 S ,(2)3/4"0 A.B:S W/2"PROJ C/t COt.S(,C/C CoLs DET. SHOWN SIDEWALL COLUMN (2 ) O A.B!S, W/2"PROJ. i I k t/C COLS C/C COLS/ DET C FIOWN SIDEWALL LUMN/AC SS ( 2) -0 A B:S 2" PROJ. flErk4 m cla U 0 I VIC COLS DET H WN 3DE WALL COLUMN (2}J�'O AB'S /2" PROJ. 1 1/2 11/2 ET K SHOWN S € 4Y L MS 1 (2)�: D A.B:S \WIZ PRO 11/2 I /2 x x I N U O z C/C C DET D SHO RIGID FRAME CC (23 �V,31 1 I I/2 A2)-3 411 (b A.B.`S 1 1/2 er—'� OTCw w/Z PROJ. NOTCH 71 o� S U ttd \ N t= 3 1/ C/C COLS 5 1/2 D OPP HAND DET R SHOWN RI OPP HAND ER COLUMN TYPE 'A' OR'B CORNER COLUMN L W/2PROJ. 2) "0 A.B.S W/2" PROJ. 1/ J �2 0 U U 0 \ N U V \ — u \ U04, _ \ \7 -T n C/C COLS, 1= 3 1/2 ET OGSHOWN G I O P P FIANd IGID CORNER COLUMN/ACCESS 2) 8'0AB'S W/Z" € l 2 P RO J. NOTCH 1 1/2 1 € /2 -1 \ � I - o C/ DET L SHO RIGID FRAME CO 1,_ 3vi 4OPP HAND R COLUMN W/2"PROD. C/c COLS }, 1-*3 1/2 Op SHOWN pI OPP HAND GID CORNER COLUMN/ACCESS TYPICAL NOTCH DETAIL 2? o Aas /2P C/c 22A 5 1/2 ' \ D E,YlU S Fi0 W N Nupp- FIAdd x0y OR'B'CORNER COLUMN/A_CCEATE RIOR COLUMN ,[ ,4 "O AB`S W/2"PROJ. 2- y270 M+CHOR BOLTS W/I" - = w C/C COLS C/C COLS DET SHOWN ENDWALL COLUMN (2 } "16A BLS W/2 "P ROJ. � Y, 2 SHOWN ALL COLUMN /ACCESS AS RE%UIRED SECTION 'Fi CAL RAMP DETAIL 5 1/ 2 � •. . W o U <U. r =� v> oacam _o LL zJ= W ZO YPICAL BRICK LEDGE c a t* cr. � o W — W (4)1/2"0AB'S W/1"PROJ. U-J0 v��jzo-� Y h_>L�aOw®0CC WO Zy 2Z O <WI--Z a90C 4--t-F-dtiNi/f_ � a ,DOCR ► lgfi rZ 00 Ing LZI 2 60 RE A w FIELD LOCATED WALKDOOR o °� J > J A CHOR LgaT CCUVT i`` � Y J b 1/2" 0 ANCHOR BOLTS- S-REQ a 0° z c O 3/4*'0 ANCHOR BOLTS'«-REQQ i V o .� ` z I- t AIM 0I BOLTS o z x �� c � IJ €k nCIL o� � = o �-` U_n AS REOMRED —=wZ� < EujpZ 'I WID ,Eti , m W O HIGH STRENGTH BOLTS D1A_ LTH_ -4 0 x 2 @ RIGID FRAME HAUNCH 0 x 2 @ RIGID FRAM PEAK 0 x @ WINDBENT HAUNCH 0 x @ WIND COL_ TO RIGID COL.- 0 x @ STRUCrURAL CANOPIES 0 x @ BANANA BEAM TO MAIN BLDG. 0 x @ MANSARD CONNS 0 x @ RUNVAY BEAM 0 x @ CRANE STOP 0 x @ PIPE STRUTS 0 x @ PIPE COLUhNS 0 x @ MATE CONN- 0 x @ 0 x @ 0 s @ VASH' R 1/-200 x 1 1/ 4' E EX HEAD BOLTS REQ' D REQ' D REQ " D * 4/L31 PURLIN CONN_ (TYPE 'A' END FRAME) * 2IL86 EAVESTRUT CONN. @ ENDFRAME g -� * 4/UVESTRUT CONN_ @ DgTERIOR FRAME $ -�- * 2IF:AVESTRUT CONN_ @ RIGID ENDFRAME = - * 4/PURLIN @ TYPE 'B' OR RIGID ENDFRAME - * 41SI11PLE PURLIN LAP g * 8ICO17I"INUOUS PURLS LAP (IN'TERIOR BAY) 32 * 9ICONTMWUS PURLIN LAP (END BAY) _ * 2IBACK TO BACK PURLINS 5'-0 0.C_ - * * TOTAL QU (_±2) BOLTS FASHERS 0 x 2" ( ) VAHIERS ( ) 0 x C ) WASHERS ( ) 0 x ( ) FASHER S ( ) 0 x ) WASHERS a /2—iff x t 1 /4' A-325 DOLTS REQ' D 6/L33 SPLICE CONN_ 6/L30 PEAK CONN_ -� 7IL68 OR L69 HAUNCH CONN- (TYPE A) 28 3/TYPE 'B' HAUNCH CONK. - 31EWC TYPE 'B' TO BEAM (L20) - 4/EWC TYPE 'B' TO BEAM (CAP PLATE) - SIL71 OR L72 EWC CONN. (BACK TO, BACK) 16 6/L71 OR L72 EWC CONN_ WISINGLE CLIP - 4/L32 EWC TO FLUSH RIDGE FRAi1E - - - 5(=, --TOTAL (i _ 02) �o 3/8-9 x i " ROUND HEAD BOLTS REQ • D 4/WALKDOOR FRAME (HEADER TO JAMB) 8 1 /2"0 x i " FLAT HEAD BOLTS REQ • D 4/L3 @ MANSARD 2/L46 @ ES (SIDEVALL ROOF EXTENSION CONN_) 4/ES @ VALLEY GUTTER_CANOPY,OR ROOF EXT SAVE _ 2/L1 @ DOOR JAMB OR EAVESTRUT 2/L1 @ MANSARD GIRT (TOP & BOTTOM) 4/ANGLE SUPPORT FOR SLIDE DOOR CLIP 5'-0 O.C_ @ MANSARD HEADER 5'-0 O.C. @ SLIDE DOOR HEADER 4 @ EAVESTRUI' WHEADER GIRT (MIN OR 10 E=A/100 OR MORE MS 40 ORIGINAL 060589 REVISED 02/05/90 TOTAL (1.02) - *TOTAL AMUNT OF BOLTS. ON ROOF z REQ.D i PER FLANGE BRACE @ TYPE "A" ENDFRAIE g 2IL73 TYPE "A` BEAn TM PURLIN NEAR EMVALL COLUM - 6IL66 SIDETALL GIRT TO TYPE 'A' CORNER COLUMN 2 4/L36 ENDWALL GIRT TO CORNER COLUMI,T 2IFLANGE BRACE (ROOF & SIDEVALL) 2 /2 4IEXTERIOR GIRT TO COLUMT 2IL17 FLUSH GIRT CONN_ - 2IL25 FLUSH GIRT CONK_ _ 2IL14 OR f.6 FLUSH GIRT TO CORDER COLUMN _ 2IL1 @ DOOR JAMB - 4/Li WISINi LE CLIP. _ 4IL2 @ DOOR JAMB TO EAVESTRUT _ 1I1,38 WHEN BACK `M BACK !2 4IL3 T?+o,,a__ALL�-rr� r :'�P �s7cEw�c� Wirer g 8/L75 OR L85 ENDVALL COLUMN TO PURLIN - 3ILI BACK -TO BACK f2 2/P100 @ JAMB TO FLOOR - 4/P100 @ JAMB TO GIRT OR HEADER - 2/L46 @ SIDEVALL ROOF EXTENSION BEAM - 6/L7 @ MANSARD JAMB TO MANSARD HEADER -. 2 / BACK TO BACK GIRTS 5, -0 0. C . SIBACK TO BACK HEADER GIRT - f OR 10 EXTRAI 1 Q d OR MORE �Zo4 TOTAL (1 _ ©2) 215 (4)1/2.0 NUTS/SPECIAL RODS _ (4)112"0 N TS/L75 (BACK-UP NUTS) (4)1/2"0 HIGH STRENGTH BACK UP NUTS (L-32) - STRUCTIORmS r sq=� I ruff.Dn6 oyvrx" L"aTmrrz, ze- rcL v 13 1un � DR�'N DATE DATE B B}'BY� pJ N CHK' D [ DATE BY 15y JOR NO - BOLT PAGE Ni r- APPLICATION Er SCHEDULE I °�5 MS42 S42 Cr WID O J 61 O 2 n cr 2 SCY�1C ft tii�Uz-Sl�L > o , (2-ar-1Wz a00 PER, i v� CSIE— COD -Wz"=jzo' �>4fOCdlpx��i�,. W O Ds412 TYPICALEJ F�wr�L be c r LAYO T- (4)-Rc4L.t IRS (SI=E WOOF F1'.-*-�l `` F09 LL> 71C" / 4G�F FAA! J{NC„ PLAt�t NOTE: ALL SCREWS ARE COLOR MATCHED TO APPLICATION (I.E. SCREWS TO BE USED AT ROOF ARE SAME COLOR AS ROOF.ETC.) FOR BUILDINGS W/STANDING SEAM ROOFS. REFER TO SECTIONS FOR SCREW SCREW SCHEDULE GENERAL NOTES: APPLICATION AND REOUMEMENTS. FULL MASTIC m SCREW TYPE APPLICATION t -Ali Eave Struts 8" C unless noted. VIIIIIIIIIII NO AND SIZE 2 - All Puriins 8- C unless noted. 3 - All Glrts B' C unless noted - N O T E SELF -DRILL 1) PANEL TO STRUCTURAL 4 - All Door Jambs & Headers 8" C unless noted. 12 X 1 1/4' (USE WITH 3" BLANKET 5 - All Type -A & Type-8 Endweil Frame The —tat building system shown on these drawings LONG LIFE INSULATION) Connections (Column to Rafter and Rafter must be erected In accordance with the plans. SELF -DRILL 0 PANEL TO PANEL to Rafter) to be made utilizing 1/2'S -A32S specifications. recommended erecUlon procedures. Bolts. and Instructions furnished by Southern Structures. SELF- X 7/B" 2) TRICE TO PANEL Inc.fo c. Any deviation from the plans. smcifkans. LONG LIFE ERECTOR NOTE end erection Instructions is subject to written ALL METAL SHAVINGS OOCURING AS A RESULT +ivro"ol by Southern Structures. Inc. Failure to gam; DIA.PHRAGM AMON: This building system employs the diaphragm action of the roof and/or OF DRILLING OPERATIONS ON THE�ROOF ARE TO have any deviation approved In writing by Southern vale *Es in conjunction vith the r and accon structural members and their fasteners 1 i p unary dam BE REMOVED IN SUCH A MANNER AS TO PREVENI Structures. Inc. may void all express or Implied ""rc" es. representations and/or c*rUrkations. in resisting LU/part of the imposed wind loads. Y-Bracing is not required. DAMAGE OR STAINING OF ROOF FINISH AND/OR ADJACENT TRIM. Should you need additional Inrormatlon. pleas* all. Z .._ z 0-7 t- S 42 (}r (-TYP),-- 4 Z L 3b tTYp) L.I 0 C2)AElx-63AcX-6 r L38 4" .I.I /2=2 .I 12'2 A 4" UJ?i05 0)PT02 (2)PTo5 CI)P; oZ (- C?}) JrF (/3Pk72 10 346 u LO Q O 0 co to CV CL c t . PP,TMC,,l. 1,1Ai t:;: 51iEE7/N6 EL L, @ FRAME 4-1ntE02 _. �L3 L3-� ERECiaR NOTE- F7Et13 DRkL 3 � HOLES E1`i --,fDEF,/ALL G?R-M AS FZEQ[ tiREo FUR L3 A- 7"AcH,-TENT 2S =o qo � 15�o S''o STEEL. PH>til ttto�t L✓ALL FRAMING ELEV. @ F- AF?E LINE ram`^ LEW FFZAt'tlNG Q_EV.� Fe4r`76 LfrtE� CAS SHC)Wr�f) rpEZ-D LOCATED µ K FtZA 1 SING LLEV CL> FPAI'fE=-' LINE � COPP. 1 BAN D) �xcEPT PURLIrLs FAcE �u�u MS 42 O ci z =cc 4 Z=�t� rtii N V-JDo+%ztpX0 =,W N>4lOydo7C�1J:0 2 = z tw o aiasaZ o-JL uj N S.S.I. ROOF PANELS— -'oE_CSLOPE > 3/12 ONLY] EAVESTRUT PAR74TION TRIM FLASHING( PTF ) S.S.I. WALL PANELS oI oI of of o, aF J-1 1� PyARTITION TRIM PT I (FIELD CUT BETWEEN G1RTS) ¢0" SET CENTER LINE OF FIRST MAJOR RIB OF FIRST PARTITION PANEL 4O" FROM —OUTSIDE STEEL LINE, SEC. "A. o PARTITION Ti IM FLASI-IING (PTF) I-o 01 POP RIVET I CENTER TO CENTER to t to O o PI LINS 1® 01 1® —� ® — — PARTITION TRIM (PT_) L— — �s R E .� 2 Is � f; e , , FLASHING DETAIL AT ROOF S.S.I_ WALL t E �F PANELS r PARTITION TRIM FLASHING (PTF) T ` SIDEWALL. GIRT-----"e>g i PARTITION TRIM PT_ PARTITION GIRT S.S.1_ PARTITION PANELS to" SET CENTER LINE OF FIRST MAJOR RIB OF FIRST PARTITION PANEL 10" FROM OUTSIDE STEEL FLASHING DETAIL AT SIDEWALL 4"x 2"A ¢6 GA.TRIM ANGLE TO BE A{-}&G m TO -BOTTOM FLANGE OF EACI-j PURLIN a SEAAV�ER9T WITH - * 14x 3/4 S.T. pK %s•D. S.S.S. PARTIT¢ON PANELS (FIELD CUT PANELS FOR GREATER THAN W2 ROOF SLOPE) S.S.1. ROOF PANELS #14x3/4S.T. 0V_1li4 — PURLI N TRW ANGLE TOR CLOSURE S.S.I. PARTITION FIELD CUT AS RED 'D. FOR PURL¢N a GIRT CONDITION 25 °0 PT_ \co FIELD'" MODIFICATION REOUIREMENT SIDEWALL GIRT S.S.I. WALL IN # K x 3/4 " S.T. PARTITION TRIM FLASHING (PTF JCC. 1 1U14 0 PARTITION! TRIM FLASHING( PTF) PARTIT¢ON TRIM (PL)FIELD CUT BETWEEN PURLI NS LS � i �8~ 5•A �G6�I5 i� SECTION "A40 PARTITION GIRT S.S. 1. PARTITION PANELS PARTITION TRIM (PT) 2 I,/2 1/2 3 I/2 5 31,72 C 3I/2 5 3I/2 3I/2 5 SCREW SPACING of ALL — �1 PURLtNS ek ENDLAPS i E ROOF PANEL PANEL STRIP AA SKYLIGHT _ :4C: 36� S KYL tGH T UL 90 SKYLIGHT ROOF PANEL STD.FASTENER W/I1/S"0 BONDED WASHER \ (SIDELAP ONLY) / 12- . i SPECS COLOR -WHITE MATERIAL -RESIN SYSTEM - FIBERGLASS REINFORCED PLASTIC SIZE-S-0"xil'0" WEXPOSED AREA OF APPROX. 27-OSq Ft LIGHT TRANSMISSION FACTOR-APPR.WHITE 60% HEAT TRANSMISSION FACTOR-APPR. WHITE 30% INSTALLATION USE ONE ROW OF MASTIC at HIGH SIDE ENDLAP(TYP.) 2 1/2 7 5 7 5 i SCREW SPACING at EAVE,PEAK&ENDLAF I SKYLtGhIT PANEL ROOF PANEL HCZCHANNEL �— I BB I �L 2 I/2 I-0 I-0 I-0 SCREW SPACING at INTERMEDIATE PURLtNS 3 6 "SKYLIGHT �hT fR� Fp ?3'ANEL STRIP GQ<� ),_(MASTIC RE2 at EA. EDGE f�.f�"16h5fRip) Pur.Lig Dr- 6rly-tl4 SZc,(L t crH+ 40 ski Utz H} ei1 oL6.P) USE 14 x 3/4 S_T. SCREWS OR�12 x! 1/4 S.D. SCREWS at STRUCTURAL SON NECTIONS PREDRILL 9/16 0 HOLES IN SKYLIGHT at PURLIN SUPPORT ONLY SKYLIGHTS ARE ERECTED IN SAME MANNER AS ROOF PANELS INSTALL ONE ROW OF MASTIC at StDELAPS (IIVmTWO ROWS at ENDLAPS (3--O") SCREWS ARE TO BE PLACED 12"OC.at SIDELAPS FOR UL 90'S, 20"O.C. FOR STANDARDS SCREWS ARE TO BE PLACED AT ENDLAP AS SHOWN ON CROSS-SECTION ROOF PANEL GENERAL NOTES SKYLIGHT PANELS MEET THE FOLLOWING SPECS: U.S. DEPT.OF COMMERCE, COMMERCIAL STANDARD C.S. 214.57 REVISED, ASTM.SPEC-WD-1919-65T & NBS VOLUNTARY PRODUCT STANDARD PS53-73 US FEDERAL GOVERNMENT, MI LITARY & FEDERAL SPEC;t LP505b(GSA-FSS) UNIFORM BUILDING CODE"•INTERNATIONAL CONFERENCE OF BUILDING OFFICLALS".RESEARCH REPORT"' 1031* & 2433 UNDERWRITERS LABORATORIES (UL)FILE R3870 A* MOST CODE REQUIREMENTS OF STATE, COUNTY, (PARISH), & MUNICIPAL BUILDING DEPARTMENTS. JKFOR TYPEIIFIRE RETARDANT PANELS m 2 6 STANDARD SKYLIGHT Southern Structures, Ica sazLaisc sTt�rt LA►ATZTTi. LOUtSIANA ROOF PANEL - USE ONE ROW OF MASTI at ENDLAPS Q V ,NT SDI 4 ROOF PANEL TF qG qC�N :T1s[owe DAWN !T T 3 c DATX 5/26 86 TECHNICAL MANUAL rssczD NT DATL SKYLIGHT & WALLIGHT INSTALLATION - - '"z "a I4-2 s Dv - 3070 4070 DOOR •DCT (6-6)Q 6070 DCT c8-6_8070 "A" .-1/2x4 HINGE CD ;CT-(7-2) THRESHOLD HOOK STRIP 6070 8& 8070 DOOR DCT— S.SA Wall Pane[ 14x3/4 sts..(typ.) tv C\J- _ t=o O.C. ZI '; Door - r Fra m e r �E—Door Panel i Section Thru Door Head Hook t�' Door Paned Strip ) Threshold =lore < - LAricl-or . Section Thru Door Si It Door Frame Door _ Panel GIRT 11 -Top I Strike P Top Bolt DOOR FRAME 31/4" DOOR S S I PANE WALL PANEL 3/ _ v SCE SECTION THRO DOOR JAMB S.S_I. Wall Pan 4,---.Door Panel is f, ! •. Floor tl FStrike l! BASE ` ANGLE t Bottom Bolt 3070-4070 DOOR SWING RHR LH R DETAIL "A" - Cut Panel 8r Cau Trim DOOR PANEL R. . 6070 —8070 DOOR SWING RHR-A RHR-A LHR-A LHR-A Door Panel Astragal section Thru Astraoal 6070 & 8070 GENERAL NOTES I) Standard swing doors will be as follows = A)3070 & 4070 swing doors hinged left or right, swing in or swing out_ B) 6070 & 8070 Double swing doors swing in or swing out, right or left leaf active_ 2) All swing doors will be furnished solid or open for side view glass, with cylindrical or mortise locksets, or panic hardware. Glazing clips , putty, and glass must be purchased locally . 3) Door headers will be A }-, nGµ�c> directly to 7--2" girt . 4)'MI l'/44..Ul. -,cr_E1-J', t3E 40skiifu-fe_� F-OK Sl�uG�v�t co,J�1S.� "-M-14 x'IS I-r>. F2Z t-F-1H -1v+Zit-r -c P �� ERECTION PROCEDURE 1) Set door frame in position over pre-set anchor bolts. Bolt loosely to foundation . 2) Level header & attpch to girt from inside of building only W /#[4x3/4 st. sere wseiLo o.c. . 3) Plumb hinge jamb & tighten anchor bolts. 4) Fasten hinges to jamb W/screws provided In package, then screw door to hinges . 5) Using door as spacer, plumb striker jamb & tighten anchor bobs. S) Field cut basegirts adjacent to door frame (If bldg. has base girt ) bolt gists T main building colurnn and - slide girt inside door jamb. Attach jamb to girt Inside of building only . - 7) Drill 5/16"ar holes in foundation to attach threshold. Use threshold as template to locate holes. 8) Attach hook strip67outside bottom. of -door to close the . crack 'the --door between the bottom of the door and the threshold when door is closed . Use screws provided in hook strip /threshold! package . 9) Install panels around door. Short panel above door opening to be cut from full length panel. Panels Cp Jambs to be notched to fit opening. [O) Slide long- lip of DCT Trim under panels @ door header. Flashing should be raised 1T2" above header_ Attach W/ # 14 x 3/4 self -tapping screws 0--o o.c. §;o that screws pass through panels, trim, door header and into girt. 11) Slide long lip of SCTTrim under panels a@ door jamb. Flashing should be set bock„3/8"from jambs for cipar- ance. Attach W/# [4 x 3/4 self -tapping screws 12 o.c. . Screw jamb to short girt from outside .(If building has base girt) . [2)lnstall Iockset in door leaf according to Instructions packaged with lockset . K v I%4 1%4" DOOR WIDTHi ANCHOR BOLT PLAN k % l Y PERNII f 1r_ �� �-....�. DA'rr, _ - � `..-o RESIDENTIAL__._.,... _ CC)lNIMERC,;IAL,__ L----" vd) �51&etWINER LQ� CONTRACTO�� VALUATION THIS Ai' ROVAL DOE: -; 1^ 01' (;'rl.Af 11' f r: I�tVi�xl �►!)fil To VIOLATE ANY ,' PPLICAULE %(JIBE.. PS..:.O `ITII4i PLAIA ON JOB AT ALL THAES. A k-. 1