Loading...
HomeMy WebLinkAboutBldg plansFile Co TABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS RISKCATEGORY WIND EXPOSURE ULTIMATE WINO SPEED NOMINAL WIND SPEED MAXIMUM RAFTERIBOW AVERAGE FASTENER SPACING CATEGORY (MPH) (MPH) AND END POST SPACING ON -CENTERS ALONG RAFTERS OR (FE" PURLINS, AND POSTS OR GIRTS ((INCHES) INTERIOR END BOWSIRAFTERS BOWS/RAFTERS 1 8 180 139 4.0 6 6 NOTES: 1. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 14 GAUGE STEEL TUBE BOW FRAMES. 2. FASTENERS CONSIST OF 1/4'-14X1" SELF -DRILLING SCREWS WITH CONTROL SEAL WASHER. F MEAN ROOF HEIGHT OF 20 FEET OR LESS AND ROOF T T R OTHER ROOF 3. SPECIFICATIONS APPLICABLE ONLY OR 00 G SLOPES OF t4° 3:12 PITCH). . SPACING REQUIREMENTS S FOR O E 00 HEIGHTS ANDIOR SLOPES MAY VARY. 4. GROUND ANCHOR REQUIREMENTS ARE (1) ® EACH CORNER AND (1) @ EVERY OTHER INTERIOR BOWIRAFTER POST LOCATION, AT MAXIMUM OF 10' O.C., AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. 5. GROUND ANCHORS ARE NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. 24" x W" Window Design pressure +23.0/-25.0 PSF 29 ga. AG metal zzroof panels Design pressure 3N/AI -40.0 PSF @ 6" O.C. fastener spacing IIIIIIIIIII��IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 1 ... IN _ _ u■ u■ r RIGHT SIDE ELEVATION —VERTICAL ROOF SCALE: N.T.S. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII JI mill oil � -� iii ��iii �� ■�■ arrr��aaa�as�ssse aa>_ LEFT SIDE ELEVATION — VERTICAL ROOF SCALE: N.T.S. 6" 'ZENERS0RATTAvHMENi,, ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD HESE PL:1 i AND ALL PROPOSED WOF.K ARE SU44CT TO ANY CORRECTIONS REQ'Vt', RY 9ELD INSPECTORS THAT X MAY K' ,-C-GE4PARY IN ORDER TO'', CO3W H4 kt hPPLICAAI CODES. Zane Uplift Pressures -27 a} 2 -3B psf 3 1ti8 f Ps R V© ^' PRODUCT APPROVAL: 1 (1)36"X 80"WALK-IN DOOR APPROVAL CODE 17996.5 2 (5)24"X36'WINDOWS APPROVAL CODE 00993.8 3 AG WALL PANEL (HIGH WIND) APPROVAL CODE 17021.2 4 AG ROOF PANEL (HIGH NAND) APPROVAL CODE 17031.2 5 (1) 10' X B' ROLL -UP DOORS APPROVAL CODE 16905.1 6 (1) 12' X 12' ROLL -UP DOORS APPROVAL CODE 16905.1 }Flashing �- 24" x 36" WAndow, Design pressure +23.01-25.0 PSF Engineer: Kent Bice FL License #: 50421 COA#30468 03/08/17 WINDOW AND DOOR NOTE Exterior windows and glass doors shall be tested by an approved independent testing laboratory, and bass an AAMA or WDMA or other approved label idenlilying the manufacturer, performance characteristics and approved product evaluation entity to indicate compliance with the requirements of the following specification. ANSBAAMA/NWWDA 10111S 2r91 The construction shall be tested in accordance with ASTM E 330. standard test methods for structural performance of exterior windows, curtain walls, and doors by uniform static air pressure. Design was done in acwrdance w4h the 2014 Florida Building Coda 5th ad. (FBC) with 2012 supplement enhancements20061nternational Building Code (18C), 20091BC and 2012180. GENERAL NOTES: 1. All tube steel material to be 14 ga. (min.) and garage door guides to be 12 ga. (min.) with fy=50 ksi(min.) 4-110y - �s3U 2. Fasten metal roof and wall panels to framing withy"xy"seft drilling fas(brBrs�wt81�- 1 F Co I\r7TAr Rt, 11 Piti!] Tit control seal washer@ 60-O.C. see attachment. Detail on sheet 2 of 6. '!FVjFINLD YOF � mpt.L 3. All field connections shall bey" x y" self drilling screws. lor. i ] Ll . 4. All shop connections shall be welded. 7)A E 1'LANS AND PERMIT MUST AE is 5. Concrete expansion anchors shall be VOi Ankr-Tile model at 1252, qqrr ale�vs�p 1 cos n "1 T ILI, . anchor model HSA 1260, or equivalent, ground anchor requirements are (1mbach=- 1-�"' "s' u'�'3 �� ILI, '"' comer 8 (1) @ every other interior rafter post location. At a maximum 10-0" O.C., and both notes of openings where base roil o absent. Ground anchor are not required for concrete footing arM/or concrete slab construction. 6. Postfrafter bracing: brace on every postirafter connection, except for end walls. 7. All tube steel material to be minimum legs. 50 W material. 12'41"x 1Z4y' Roll -up (As applicable) Design pressure Low = (+24.4I-27.0 PE High = (+W.01-01.0 P: 29 ga. AG in, wall par Design press tNIAI 40.0 PSF 6" O.C. fastener spat 1r-16'-0" TL 10'40" x 8'41" Rolli door (As applicable) Design pressure Low = (+24.4/-27.0 PSF) High = (+WD/41.0 PSF) REAR ELEVATION — VERTICAL ROOF SCALE: N.T.S. FRONT ELEVATION — VERTICAL ROOF SCALE: N.T.S. U) W W Z) U Z) ry F_ U) J LU W V D Continuous concrete slab (Open carports only) 29 ga. AG roof panels fastened to bow frame w/y" x 1"SOF's w/ con trol seal washer. (Sae Table 1 for fastener specvg) 12 \tE Finish grade or top of concrete m `a — 30'-0" Max Bow Span 4 Anchor not required with TYPICAL BOW SECTION concrete slab construction. SCALE: N.T.S. (See Detail I or 2 Sheet 3) 29 ga. AG root panels fastened to bow frame w/y" x 1"SDF's w/ control seal washer. (See Table 1 for fastener spacing) 12 �Q �4 3 �6" Weld boll aides extenaian Weld all web contractions all sides slab foundation is concrete slob ports only) —30'-0" Max Bow Span — TRUSSED BOW SECTION SCALE: N.T.S Finish grade or top of concrete Eli ce 0 6' OVERALL LENGTH VARIES It DEPENDS ON NUMBER NO SPACING OF BOWS See Table 1 Sheet Ophanal 29 ga. R-panel side or end panels See Table 1 f Sheet Sae Table 1 6" Sheets 29. ga. R-panel roofing Sae Table 1 Sheets 9 Anchor not required with conerele slab construction. (Sae Detail 1 or 2 Sheet 3) anchors each end st boww post bow every other SIDE ELEVATION interior boww p past oration. SCALE: N.T.S. (See Detail of Sheet 3) 5'-0" 5'-0' 51-0" 514)" 64)" 51.0" 5'-0" max. Max, Max. —Mgx.—=ax. Max. See Table at 1.�TSS header Opening for roll swinging door w/ structural header Max. clear span =12'-0" Anchor red required with � d' concrete slab construction. END WALL OPENING (Sae Detail l or 2 Sheet 3) SCALE: N.T.S. 26 or 29 ga. AG wall panels. Secure wall panels to raber/bow, and end post w/y" x y" SDPs w/ control seal washer. (See Table 1 for fastener spacing) - Endwall TS post y Ground post & end post orations (See Sheet 3) Anchor not required with concrete slab construction. lSee Detail 1 or 2 Sheet 3) OVERALL LENGTH VARIES DEPENDS ON NUMBER NO SPACING OF BOWS Opening for mll-up swinging door w/ structural header Max. dear span =12' /$ Anchor not required with Tie dawn engineering, 30' long.""/ concrete slab constrtxdian. w/ %-' fad & double 4" held aye (See Detail 1 or 2 Sheet 3) anchor (See Detail 4 of Sheet 3) SIDE OPENINGS SCALE: N.T.S. -6" Opening far swinging doors between posts (Nonstructural) Max Max. Max. Max. — M x.—Max. Mex. Max See Table 1 Sheet 1 y��` i 29 ga. AG roof panels CNU WALL btL:I IUN SCALE: N.T.S. ga. AG wall panels Endwall TS post Ground post & and bow post & every other end post locations (Sea Datell4 on Sheet 3) Anchor not required with concrete slab construction. (See Detail 1 or 2 Sheet 3) 26 or 29 ga. Galvanized metal roof panels S-O" 5'1" 5'-0" __�c_ 5'-0" 5'-0' Max. Max. Max. "M x. —Mex. '1 Mex. Ma. See Tablet Sheet 1 Engineer: Kent Bice FL License #: 50421 COA#30468 GABLED OPEN END WALL SECTION SCALE- N.T.S. V) w o- D U D f— N J LIJ Ld I- 0 J Q Q V) 03/08/17 2 as 6 File Ins[anRx 6" expansion anchor through base rail within 6" of each bow along sides or inside every other and milk post stung end wall sections Monolithic concrete footing (3000 PSI min.) NOTE'. Reinforced wl (2) #5s cent 6 x 6 x #10 W.W. mesh reinforced or 6 mil plastic membrane Well compacted earth fill 95% proctor CONCRETE BASE RAIL ANCHORAGE 3 N.T.S. (OPTIONAL) Drill %" hole thi the base rail & secure anchor w/X"O througf 'A ass rail Top of aspl pavement or ste ground surf Eye anchor %" rod 30" long w/ double 33"" helix / `+ \ BASE RAIL ANCHORAGE ' / N.T.S ffn 16 ga. Uahannl bracefastened to the post & rafter. positioned @ 45- w/2y"x1"SDF'seach and (4 per brace) BRACE SECTION SCALE: N.T.S. InstalQ4" x 5" expansion anchors through base rail within 6" of each rafter/bow post along end wall sections 41ZV 4" concrete pavement 2 CONCRETE BASE RAIL ANCHORAGE 3 N.T.S. (OPTIONAL -CARPORT ONLY) base 12" long TS 14 ga. mi Secure post to nipple wl (4)%j'x� SDF's extension rafter TS 48" 16 ga. U-ohannel brace (8' to 14' pot Note: Brace not required rf end enclosed Nipple rafter TS rafter post TS bow/rafter post Nipple to 3/18" steel plate 3/16" 6" long TS 12 ganipplei. Secwe w/ 4y" x ' SOF's TS rafter 9" x 2}¢ xX" Galvanized J4" x min. 5'-0" steel plate fnction anchor 1 \ c Mln. embedment l ZWr 6" Long TS 12 ga. nipple. Secure post to nipple wf 4y" x 1%" SDF's +... �. ALTERNATE POST TO CONCRETE .3 BOX EAVE RAFTER/CORNER POST DETAIL FOUNDATION CONNECTION DETAIL '3 N.T.S. (OPTIONAL -CARPORT ONLY) SCALE: N.T.S. Secure wl (4) y" x T' SOP's (each and) 46" 16 ga. U-channal brace (6' to 14' post) Note: Brace not required 6 end enclosed 48" 16 ga. U-channel brace (8' to 14'rafter post) Minimum 6" long 12 ga. nipple. Secure wl(4)]xi" x Y44" SDF's / \ SIDE EXTENSION RAFTER/CORNER POST DETAIL \113 N.T.S. wring channel fastened r col (2) y" xY" SDF's nore than 46" O.C. 9 ga. metal roof panel TS rafter ROOF PLANE ATTACHMENT ALTERNATE FOR VERTICAL ROOF PANELS SCALE: N.T.S. (l)-(2)-(1)-(2) #14 X Yy' fastenr pattern @ all p nA C� interior supports (2)-(2)-(2)-(2)-(2) #14 x Ya' fastener pattern @ all edge supports concrete footing -1& x 112" 16 ga. alp angle. Secure to bow rafter and gable rail col (4) y" xY4" SDF's (2) on top & (2) on bottom 6 TS gable rail IY" x 112" 16 ga. clip angle. TS bow post Secure to bow pest and gable rail col (4) y" x 1" SDFs /� (2)on top &12)an side / u \ GABLE RAIL TO RAFTER POST CONNECTION DETAIL 3 N.T.S. 29 ga. AG panel metal deck 15OF12543 hat channel PANEL DETAIL SCALE: N.T.S. Engineer: Kent Bice FL License #: 50421 COA#30468 3-417 V) W U to J LL.I LIJ to J Q D Q W D �a hid xsw�'xs s1"swas �Sd"41 " §6 �s 03/08/17 3ea6 RAFTER POST/ DOUBLE HEADER DETAIL 4 N.T.S. IS rat 2" x 2" 16 ga. angle clip or. to past and rafter " SDS m top and (2) on side TS rafter I END POST/RAFTER CONNECTION DETAIL 4 N.T.S. y"x 1$"SDF @ 12" O.C. 6" li minimum nipple ach cal (4) y" x rg fasteners Nipple double head., her 12 ga. nipple (4)y" x Y4" SDF's � Doubt. TS header 2 RAFTER POST/ BASE - BAIL RAIL CONNECTION DETAIL 4 N.T.S. "Z L CURTAIN 8ga. 2Y` Curtain 24 gg, AG w/ baked on epoxy primer & polyester top coat SECTION THROUGH ROLL UP DOOR HEADER SCALE: N.T.S. 24 ga. AG metal side panel i< Io Minimum 2%'embedment p TS trussed rafter chord f 12 ga, nipple or non-structural header (4)Yn"8Y4" SDF's cost A base rail TS end post or door/ window from. post TS basawindow rail or non-structural header 3 DBL RAFTER POST/ BASE - BAIL RAIL CONNECTION DETAIL 4 N.T.S. rafter post (comer) 1$" x 1X' x 2" 16 ga. clip angle Secure to rafter post and base rail w/ AX' x %" SDF's �7 END POST/BASE RAIL CONNECTION 4 N.T.S. TS post Swinging Door (Sae vanes, see plan) O VV A -A OF Options: x 2Xr, le or Singl it Options 29 ga, sk_. TS post 2" x 2" x 2" 16 ga, angle clip Secure to post and top of header or bottom of window r ll/girt wly" x Y" SDF's IS non-stnxdural header IS window rail (or girt or vertical siding option) Interior Side TS trussed rafter chord or non-structural header 2" x 2" x 2" 16 ga. angle clip Secure to post (each side) and rafter chord/rail w/y" x Y4" SDF's. (2) on bottom and (2) on side NOTE: At roll -up door openings, post should be flush with rail no Clip past to mul only on side opposite the opening. 'S 12 ga. nipple d (4)Y," x X" SDF's post nuous base rail POST/BASE RAIL CONNECTION DETAIL 4 N.T.S. A -A SECTION 'i N.T.S. SDF@12"D.C. Engineer: Kent Bice FL License #: 50421 COA#30468 03/08/17 V) LLJ F- U N� L.L. V) J LLJ LLJ I— (1) r J Q �D V a 6�6 �I O �A� 85go iVn 8 11t zap; ,z is w4Ued i Nipple rafter TS box Save rafter t 2" x 2" x 2" 16 ga. angle clip Secure to post (eech Side) and rafter chord it w/y" x Y4" SDF's. (2) on bottom and (2) on side TS gable rail 2" x 2" x 2" 16 ga. angle clip Secure to post (each side) and rafter chordlrail w/y" x �" SDFs. (2) on bottom and (2) on side / 1 \ BOX EAVE RAFTER GABLE RAIL TO RAFTER POST CONN. DETAIL J N.T.S box Nipple ratter Panel paint 1D.39° `16 ga. Uchannel brace TS Rafter Post Attach to first panel point on rafter post and first panel point on save rafter (See brace section for end 4" Panel point attachment) Secure w/(6)&x 1"SDF(Each end) Minimum 6" long 14 ga. TS nipple TS Chord Secure each wl(4)Jxa"x1"SDPs(typ.) / 2 \\ BOX EAVE RAFTER / CORNER DOUBLE POST CONN. DETAIL / N.T.S i 12 ga, nipple ' (4)y" x Y," SDP's coat ,s base net L 1 RAFTER POST/BASE, BASE RAIL CONN. DETAIL 5 N.T.S. TS box save rafter Nipple to 3/16" rafter f 3/16" 10. 19.39° _ _Panel point_ Minimum 6" long 14 ga. TS nipple \ Secure each co/(4)X"x1"SDF's(typ.) `16 ga, tichce annel bra TS Rafter Post Attach to first pa.[ point on rafter post and first panel point on save rafter (See brace section for and Panel point attachment) Secure w/ (6)X" x Y" SDF (Each end) r4'xI BOX EAVE RAFTER / CORNER POST CONN. DETAIL 5 N.T.S. TS rafter post Single i Leg 14 ga. TS truss Finish grade or top of concrete TYPICAL RAFTER/POST END FRAME SECTION SCALE: N.T.S. 14 ga. TS Finish grade or top of concrete 29 ga. AG of panels fastened to bow frame w1A" x i" SDi w/ control seal washer. (See Table 1 for fastener spacing) 12 29 ga. AG roof panels fastened to bow frame wl X' x 1"SDF's w/ control seal washer. (See Table 1 for fastener spacing) w s 4 c `m 0 28'-0" to 46'-0" Max. 112 LLL Engineer: Kent Bice TYPICAL DOUBLE RAFTER/POST FL License #: 50421 END FRAME SECTION COA#30468 SCALE: N.T.S. W LIJ W U D W F— J LLJ LiJ f— tn J Q �D V a to Z) 9 all 5ax6 03/08/17 17' I I CONCRETEDROOM G SCALE: N.T.S. I 2 I 6 �F Pl us r>umg nna cow ra -----------------------------------� I I I TERMITE TREATMENT REQUIRED I I I I \\-4" Concrete Slab 6 x 6 #10 W.W. Mesh Reinf. - Fibermesh Optional 6 mil Plastic Membrane Well Compacted Earth Fill 95% Proctor Treat Soil For Termites I I I I � I I I I I I I I I I � I I 6 I I L---------------------------------------------- j Ti footing V NOTE: Monolithic concrete (3000 PSI min.)6zfix#10 W.W. Mesh reinf. Rerc infoed w (2) #Ss Cont. OR 6 mil, plastic membrane Wait compacted earth IN 95% prador MONOLITHIC FOOTER TYP. 6 N.T.S. 16" Monclshic concrete footing NOTE 6 x 6 x #10 W.W. Mesh reinf. (3000 PSI min.) OR ReWoreed wt (2) Ws cont. 6 mil. plastic membrane Wall compacted sai fiN 95% proctor 2 MONOLITHIC FOOTER P. 6 N.T.S. ANY LAPS BETWEEN VERTICAL STEEL AND DOWELS OR BETWEEN VERTICAL WALL STEEL> 26" VERTICAL BARS (1) #S REBAR WHERE SHOWN ON PLAN EMBED 6" MIN. INTO FOOTING. WITH 9W HOOK 48" O.C. MAX. 6" THICK CONCRETE CEILING wl (1) CONT. #5 REBAR 0 16" O.C. GROUTED REINFORCED CELLS;SEE PLAN;TOP TO EMBED 6" MIN. INTO CONCRETE CEILING, WITH 90° HOOK OVER CONCRETE CEILING REINFORCED CLEANOUT OPENING 4'0(4" @ EACH GROUTED CELL 3 BLOCK WALL SECTION 6 N.T.S. 4" MIN. CONC. SLAB 6X6910 W.W. MESH REINF. FIBERMESH OPTIONAL 6 MIL PLASTIC MEMBRANE WELL COMPACTED EARTH FILL 95% PROCTOR TREAT SOIL FOR TERMITES Engineer: Kent Bice FL License #: 50421 COA#30468 03/08/17 File Copy CONCRETE: CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE: 31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH EARTH OR EXPOSED TO THE EARTH OR WEATHER AND 1X" ELSEWHERE, REINFORCING BARS EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF y" FOR FINE GROUT OR X' FOR COURSE GROUT BETWEEN REINFORCING BARS AND ANY FACE OF A CELL. REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER IX'FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. REINFORCING STEEL: THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40 GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE IN STAINLESS STEEL OR HOT DIPPED GALVANIZED. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. ALL REINFORCEMENT IS BENT COLD 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR. IS NOT LESS THAN 6-BAR DIAMETERS AND 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN BARS WITH A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE NOT MORE THAN V OF THE HORIZONTAL DISPLACEMENT TO 6" OF VERTICAL BAR LENGTH. 36'xW' Swinging door (As applicable) Design Pressure +40.0140.0 PSF `, 11111 111111� _1.11111.1.-11 1111 �--11111111-1111 111111111, ■11111111-11 - 1111,1111, '-111111111111 11111.1■ I■11111111111111 111,1111„ ,1111111111111111 11111111, 11i11111111111111 10010011 1.1111,111E �111llllllll,llllllll,llllllllll11111 11111111111111111111EM 1111111111■1111. MIN INN ME i / 4- CONCRETE ROOM ELEVATION 6 N.T.S. w F— U D (n J w W s� J Q D CY I ,6 - 6