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I Moment Extenor � Intermedia[e nz-Ib x 10° x 10° Joist Depth b ' ( ) ...(�) .....IWQ ..........................��.... ......f�.—�b�...... ......n?....... ......Pb?.......:......Pb�....... .......... .... . .. ... . . . . . .. .. . .. .. i � 9 %z 2368 1 I60 I 144 . 2929 220 5.2 2.5 � AJS 10 � �' I 1 %a" 3158 1490 I 144 : 2929 373 6.6 2.8 i " �� � � (2�c3."B Spr.}��.: 14 3876 1792 I 144 ': 2929 546 7.8 3.0 i _ �,�: I b" 4556 2066 I 144 : 2929 744 9.0 3.3 I ��j: 9 �" 2854 I I 60 I 144 : 2929 220 5.2 2.5 i AJS 20 ��.€ I I %a" 3807 1490 I 144 2929 373 b.b 2.8 ' (2x3 MSR)�J1; 4671 1792 I 144 : 2929 546 7.8 3.0 � �`'• I b" 5490 2066 I 144 : 2929 744 9.0 3.3 i � � 1': -'i' 9 %z" 4085 I I60 I 144 2929 307 5.3 3.1 � ,AJS 25 �.': I I %s" 5453 1490 I 144 : 2929 519 6.7 3.4 � (2x4M5R)� ;: 14" 6694 1792 I 144 : 2929 759 79 3J - �j: I 6" 7872 2066 I 144 : 2929 1028 9.I 3.9 Notelsl , ' Ii NewYork state ' � � I MJnimum bearing widths are I �"at exterior support and 3 fi"at intermediate support department ' � Listed of state ' 2. Allowable reactions are for joistr without web stiffeners. Certificate of 3. Fir�allowable reactions using web stiffeners see page 21,"Allowable Joist Reaction" acceptability ICBO-ES No 0070-R 4. B Spr•Black Spruce. I � 5. Deflection:Deflection of uniform load and simple span is calculated with the following formula: PFC-55O4 MEA 247 97 M � Volume II i � � _ �5 wL4 + wLz �384 EI K Legend: Listed � Deiledion in inches Listed � i EI Stiffness value from table B O �A w Uniform load in Ib/inch � . K Shear deflection factor from table '�� IL Centerline to centerline span in inches �� � � No.99 23 • 3 ----_--- No.9707B April 1998 � I I ' ,, ►� -, , Maximum Floor Spans—Glued � Nailed � Worlang Stress Design—I 00% Load Duration ' Minimum Code Criteria lmproved Performance Q ' Live Load L/480 Live Load . ; �q�l� Lo d�PS� I 2 I 6" I 9.2" 24" 12" 16" I 9.2" 24" �� N otes: �, 9 �" 40/10 20'-8" I 8'-0" I b'-6" I 4'-9" I 8'-8" I 7'—I" I 6'—I" I 4'-9" I aP licat oP onl.�mple span 40/15 19'-10" 17'-2" IS'-8" 14'-0" 18'-8" 17'—I" I S'--8" I 4'-0" I SPPns a I toys 40/20 19'-0" I6'—b" 15'-0" 13'-5" 18'--8" I6'-6" 15'-0" 13'—S" 2. Minimum end bearing length is 4O130 17'-7" IS'-3" 13'—I I" 12'—S" 17'-7" 15'-3" 13'—I I" 12'-5" .................................................................................................................................................................... .... I Yz",except for bold spans I I �/s" 40/10 24'—I" 20'-10" 19'-0" 17'-0" 22'-3" 20'-3" 19'-0" 17'-0" min.3�� i 40/15 22'—I I" 19'-10" 18'-2" I6'-3" 22'-3" 19'-10" 18'-2" I6'-3" 3. Maximum spans;are measured 40/20 22'-0" 19'-0" 17'—�}" 15'-6" 22'-0" 19'-0" 17'�F" IS'-6" centerline to centerline of o �� �_ „ „ „ ,_ „ �� bearing and are based on — �IOl3O 20'-4 17 7 I b'—I" 14'�{ 20'1} 17 7 I b'—I" 14'-4 N ............................ .. .. .. ....................... ...................................................... ...... ................... ......... uniformly loaded joists. Q 14" 40/10 26'-8" 23'—I" 21'—I" 18'-10" 25'-2" 23'-0" 21'—I" 18'-10" 4., Total load deflection is limited 4Q/15 25'-5" 22'-0" 20'-1" 18'-0" 25'-2" 22'-0" 20'—I" 18'-0" to uz4o. i 40/20 24'�" 21'-1" 19'-3" 17'-2" 24'-4" 21'—I" 19'-3" 17'-2" - 5 Refertoappropriatesedions 40/30 22'-6" I9'-6" 17'-10" 15'—II" 22'—b" 19'-6" 17'-10" 1S'—II" ofthis Manual for installation ........................................................... ................................................................................................. ................. g � , I6" 40/10 28'—II" 25'-0" 22'-10" 20'-5" 27'—II" 25'-0" 22'-10" 20'-5" � onstrudion I de alsines and c 40/15 27'-7" 23'-10" 21'-9" 19'-6" 27'-7" 23'-10" 21'-9" 19'--b" � 6. Allowable spans;take into 40/20 26-5' 22'-10' 20'-10" 18'-8' 26-5" 22-10' 20-10" 18'�" � � � � � � � � � consideration thie composite 40/30 24'-5" 21'-2" 19'-4" 17'-3" 24'-5" 21'-2" I 9'�" 17'-3" I effed from the nailed and I gluedsubfloorfordefledion � ; 9 �2" 40/10 20'-8" 18'-10" 17'-5" 15'-7" 18'—$" 17'—I" Ib'—I" 15'-4" I purposes only. 40/�S 20'-8" 18'-3" I6'-7" 14'-10" IS'-8" 17'—I" I6'—I" 14'-10" � 7 � The adhesives used should be 40/20 20'-2" 17'-5" 15'-1I" 14'-3" 18'-8" 17'—I' 15'—I I" 14'-3" approved for Field-gluing 4Q/30 18'-8" I 6'-2" 14'-9" 13'-2" 18'-8° I b'-2" 14'-9" 13'-2" ' Plywood to Lumber FraminS ...................................................... ...... ..... .... .................................. for Floor Systems. I I �/8�� 40/10 24'-7" 22'—I" 20'-2" 18'-0" 22'-3" 20'-3" 19'-2" 18'-0" � Apply per manufacturers written instructions or see 40/15 24'-4" -0" 19'-2" 17'-2" 22'-3" 20'-3" I 9'-2" 17'-2" Page 4,Note I I�of this Manual 40/20 23'-3" 20'-2" I S'-5" I6'-5" 22'-3" 20'-2" 18'-5" 16'S" 8. Allowable spans�take into e��v 40/30 21'—b" 18'-8" 17'-0" I S'-3" 21'—b" 18'-8" 17'-0" I S'-3" ............................................................................................................................................................................. consideration repetitive � 14" 40/10 27'-10" 24'-5" 22�' 19'—I I' 25'-2 23'-0' 21-9' 19'—I I" member increases. a i 40/15 26'—I I" 23'-4" 2 I'-3" I 9'-0" 25'-2" 23'-0" 2 I'-3" I 9'-0" � ' 40/20 25'-9" 22'-4" 20'-4" 18'-3" 25'-2" 22'�" ZO'�F" 18'-3" � '�' ....................40/30.....23'-10" ...20-8'......18'-10"....16�-����....23'-10"....20'-8.......18'-10.....16,_��,. .. . ... I' ' I b" 40/10 30'-7" 26'—b" 24'-2" 21'�" 27'—I I" 25'-6" 24'—I" 21'--8" I , 40/15 29'-2" 25'-3" 23'—I" 20'-8" 27'—I I" 25'-3" 23'—I" 20'-8" � � 40/20 27'—I I" 24'-2" 22'—I" 19'-9" 27'—I I" 24'-2" 22'—I" 19,_9" � , 40/30 25'-10" 22'—S" 20'-5" 18'-3" 25�-10" 22'-5" 20'-5" 18'-3" I ' ' 9 �" 40/10 22'-9" 20'-10" 19'-7" 18'-7" 20'-7" 18'-9" 17'-9" I b'-9" '� ` 40/15 22'-9" 20'-10" 19'-7" 17'-9" 20'-7" 18'-9" 17'-9" I6'-9" � ' 40/20 22'-9" 20'-10" I 9'—I" 17'-0" 20'-7" 18'-9." 17'-9" I6'-9" ' 40/30 21'-7" 19'�1" 17'-8" IS'-9" 20'-7" 18'-9" 17'-8" 15'-9" � ........................................................................ ....................................................................................................... � I I %a" 40/10 27'—I" 24'-9" 23'-4" 21'-7" 24'—b" 22'-�" 2 I'—I" 19'—I I" � i ' 40/15 27'—I" 24'-9" 23'-0" 20'-7" 24'—b" 22'�" 2 I'—I" I 9'—I I" i 40/20 _27'—I" 24'—I" 22'-0" 19'-8" 24'-6" 22'-4" 21'-1" 19'-8" �+ � 40/30 25'-8" 22'�F" 20'-4" 18'_3" 24'—b" 22'�" 20'�" I8'�3" ' N ............................... .............. ............. ............. .............. ............. ........ .............. ....... .. ' : ..... ..... ..... .... ..... ..... ......... ..... .. � � 14" 40/10 30'-9" 28'-0" 26'-5" 23'-11" 27'-10" 25'�" 23'—II" 2Z'-7" � a 40/IS 30'-9" 27'—II" 25'—b" 22'_9„ 27'-10" 25'-�F" 23'—II" 22'_7" ' 40/20 30'-9" 26'-9" 24'_5" 21'—l0" 27'-10" 25'�" 23'-11" 21'_l0" ' 40/30 28'-7�� 24�_y�� 22�_���.... i9�_9" 27'-10�� 24�_y�� Z2�_�,� iy�_y�� � ..................................... ....................................... ................................................................ ..................... � I6" 40/10 34'-0" 31'-0" 29'-0" 25'—II" 30'-9" 28'-0" 26'-5" 25'-0" 40/15 34'-0" 30'-3" 27'�" 24'_9" 30'-9" 28'-0" 26'_5" 24'_9" � 40/20 3.3'—b" 29'-0" 26'-5" 23'—I" 30'-9" 28'-0" 26'-5" 23'—I" ' 40/30 31'-0" 26'—!0" 24'-6" 19'-9" 30'-9" 26'—(0" 24'�" 19'-9" 7 ; April 1993 � , .. . , , I FloorL-AJS 20 Allowable Uniform Loads, plf � � Worl�ng Stress Design '�, � 1 � ' Cenrerline , 9�fi" I I�/s" 14" 16" I , ' to Live ' Live Total Live Live i Torel Live Live Toml Live Live Total � ; Cencerline Load � Load Load Load Load Load Load Load Load Load Load Load ii �f U360 ` U480 U240 LI360 IJ480 ; LI240 U360 � V480 U240 L/360 U480 LI240 BearinB(ft) j . Notes: ; 10 228 � 199 228 229 229 ; 229 229 ' 229 ' 229 229 ' 229 229 I Tables assume no composite adion provided by sheathing. I� I 89 155 189 208 208 208 208 208 , 208 208 i 208 208 i 1 ! i 2. Spans are measured centerline �2 �Sq i �Z2 ' I 59 I 91 ` I 91 � I 91 I 91 ' I 91 . I 91 I 91 ' I 91 I 91 to centerline of bearing 3. Minimum bearing is I /z" 13 131 ' 98 I 35 176 I 60 ' 176 176 I 76 176 176 � 176 176 4. Provide continuous lateral �4 I O6 � 80 i I I 7 I55 i 3I ; I55 I 63 ; I 63 I 63 I 63 i I 63 I 63 support to top flange. � . O 'O, 5. Loads shown meet the 15 88 i 66 , I 01 135 I 08 ; 135 153 ; I 53 153 I53 153 ! I 53 specified deflection criteria. i I � � � . Ib 73 , 55 ; 89 119 ' 90 ; 119 143 ' 129 ° 143 143 : 143 143 6. Check both Live Load ' and Total Load values. �] b I ' 46 79 I 02 76 I 05 I 29 I 09 I 29 I 35 � I 35 I 35 7 Tables are for I 00%load �8 5Z ; 39 � 70 87 ` 65 i 94 I I S 93 I I5 I 27 � I 25 ' I27 duration. ' 19 45 ; 33 ' 63 74 56 ; 84 104 ` 80 ; 104 120 107 120 i � ;I 20 38 ' 29 ; 57 64 48 ; 76 93 � 69 , 93 I10 ; 93 I10 ' 21 33 ' 25 50 S6 42 ; 69 81 60 85 100 81 100 ; / 22 29 ' 22 i 44 49 ; 37 i 63 71 � 53 ; 77 91 ; 7� ; 9� I �� 23 26 ': 19 � 38 43 32 � 58 62 � 47 , 71 83 � 63 83 ; 24 23 ; 17 ; 34 38 28 ; 53 55 ; 41 65 74 ; 55 ` 76 ' 25 20 I S 30 34 25 49 49 37 60 bb 49 70 , � 26 18 � 13 � 27 30 ; 23 I 45 44 � 33 � 55 59 ' 44 65 ; ' � 27 Ib ' 12 24 27 ' 20 � 40 39 29 51 53 � 40 60 � 28 14 II ; 22 24 ' 18 � 36 35 � 26 � 48 47 ; 36 56 i I 29 13 10 19 22 I6 ; 33 32 24 44 43 32 52 � 30 I2 ; 9 ; I8 20 ! 15 � 30 29 ; 22 ' 42 �',39 � 29 49 II 31 11 8 Ib 18 13 � 27 26 ; 20 39 35 27 46 ' 32 10 i 7 : IS Ib ` 12 i 25 24 ; 18 ` 36 ��32 24 43 ; � ! ; ' ; 33 9 ; 7 13 15 II 22 22 I6 33 29 22 40 34 8 ; b � 12 14 ! 10 � 21 20 � 15 30 '27 ; 20 : 38 ' � 35 7 6 ' II 13 ' 9 19 18 � 14 27 25 ; 19 36 ; 36 7 5 ! 10 12 ; 9 ; 17 17 13 25 23 17 34 i i i I � il 11 . � i April 1998 � �i � I � FLUSHING AMUSEMENT PROJECT" PLYWOOD ZEPHYRHILLS, FLORIPA _ F - _ 11 7/8 W180 .JOIST 0 16" OL. AMENPMENT " - _ DOUBLE TOP PLATE 1/2" SHEETROCK 11 7/8 W 180 JO IST 16" O.C. " LOMED AT DROPPED /4 PLYWOOD J CEILING He ICHT 2 X 4 ACCOUSTAL CEILING TILE: W/R 19 INSULATW ABOVE WAREHOUSE SIDE R-19 INSULATION DOUBLE TOP PLATE OFFICE 5IDE 2"X4" ® 16" O.C. I , 1/2" SHEETROCK 1/2" SHEETROCK T08' 0" 2' X 4 ACCOUSTAL CEILING TILE- ONCRETE SLAB 5/8" SHEETROCK 1/2" SHEETROCK WAREHOUSE SIDE �(—�J�CT f a a�--� OfPICE SLOE • SCALE: 3/4" = r-o" 2"X4" STUDS ® 16" O.C. 5/8" METAL STUDS WITH 1/2" St:ETROCK ON 16" O.C. W/TYPE."X" OFFICE SIDE SHEETROCK BOTH SIDES. oNCRETE SLaB "I kE:REOY CERT If-'( THAT T E: CONSTRUCT ION PLANS SHOWN ST ITZEL ENC INEER INC & HEREON ARE IN COMPLIANCE WITH TFt FLORIDA BUILDING CONSTRUCT"ION, INC. CODE 2001 FOR 110 M.P.H. (3 -CONv GUST). 215 EAST BAY STREET, SUITE: #3 X_SEC1"ION "A-A" LAKELAND, FLORIDA 33801 PHONE: (863) 683-4277 ART L. STITZEL, P.E. #50658 _ • SCALE: 3/4" = C-0" f AX: (863) 683-0950 DaTE: S ✓3- - - E F�USHINC 'AMUSEMENT PROJECT /4" PLYWOOD 7EPHYPH ILLS? FLOP IPA 11 7/8" W 180 JOIST 016" O.C. f� AMENDMENT I f DOUBLE TOP PLATE i 1/2" SHEE-TROCK II 7/8 WISO JOIST © 16" O.C. /4" L�OL"KED A7 DROPPED PLYWOOD CEILING HEIGHT 2 X 4 ACCOUSTAL CEILING TILE W/R4°i INSULATED ABOVE WAREHOUSE SIDE R-19 INSULATION DOUBLE TOP PLATE OFFICE SIDE 2"X4" ® 16" O.C. I/2" SHEETROCK ---1/2" SHEETROCK j 7 X 4 ACCOUSTAL CEILING TILE-{ 5/8" SHEETROCK ONCRETE SLAG 1/2" SHEETROCK F WAREHOUSE SIDE �(-S��T YQN aB—'p pi OI FIV Y SI - - _ - f SCALE: 3/4" = r—o" 2"X4" STUDS ® 16" O.C. 5/8" METAL STUDS WITH 1/2" SHEETROCK ON 16" O.C. W/TYPE "X" OFFICE SIDE SHEETROCK BOTH SIDES. ONCRETE SLAB "1 NERE@Y CERTIFY THAT THE CONSTR4JCTION PLANS SHOWN STITZEL &NCi INFER ING & HEREON ARE IN COMPLIANCE WITH-THE FLORIDA BUILDING CONSTRUCT ION, INC. CODE 2001 FOR 110 M.P.H. (3 SfC GUST). 215 EAST BAY STREET, SUITE #3 Xl�t 10N JIa"_f II LAKELAiV, FLORIDA 33801 PHONE: (863) 683-4277 ART L. STITZEL, P.E. #50658 SCALE: 3/4" = C-0" FAX: (863) 683-Oc 50 DATE: 03 - - • _ _ _ _ _ _ — __ r I rr 'S- . • [f._ _]c;! }= qI + ..-�1 i:. �� is �,F- 'Ii -•,�- - L ilia i _il •i.11t _ ri L .Lii - Page is too large to OCR. Page is too large to OCR. 6' OF MAS11C O PANEL LAPS O EAVE ONLY 3-0 INSIDE CLOSURE STRIP ROOF PANEL STITCHING- 14x • SELF-TAP SCREWS O 24' O.C MASTIC TOP do BTTM. MASTIC O PANEL LAPS ROOF-/14Xi• SELF-TAP _ ( SCREWS AT 24' O.C 2 1'-0' 1'-0' 0'-t0' INTERMEDIATE PURUNS-#12xti' SELF-DRILL SCREWS O 12' O.C. FOR SHEETED 4 IN 12 USE CLOSURE STRIP MASTIC SEALER (ROOF ONLY) BUILDINGS ONLY.)) AT EAVE TO SEAL ON EXPOSED SIDE OF RIB = GLF FLASHING 2' 8' 4' 8' 4' 8 2 /12x1' SCREWS O B• O.C. O ENDS OF PANELS j 6. OF MASTIC AT PANEL �r - WALL-COLOR POP RIVETS AT 24' O.C LAPS AT EAVE ONLY ALL ROOF SCREWS MATCH PANEL COLOR GUTTER-FASTEN TO ROOF = = PANEL W//14x ' UNP. -f MASTIC SCREWS O 12• o.O. [f[flti1ft1 BEARING RIB * ROOF PANEL DETAIL FOR UL90 RATING STITCH CORNER BOX (RFB- ) SCREWS ARE FASTENED 0 20 O.C. FLORIDA RIB PANEL SHOWN 1 CORNER FLASHING (CF-1) RIB STITCHING DETAIL STITCHING (COLOR POP RIVETS) 24' O.C. ALONG SIDELAPS. SIDEWALL PANEL FASTEN W/I14xj' SELF-TAP SCREWS 1-0' 1'-0' 1'-0' (FASTENING) INTERMEDIATE GIRTS-#12x1• SELF-DRILL SCREWS 0 12' O.C. { FLASHING DETAILS AT EAVE ROOF STITCHING 8- 4• B. 4 8 4' ¢12x1' SELF-DRILL SCREWS 0 6. O.C. 0 ENDS OF PANELS #14xj' SELF-TAP SCREWS DIE-FORMED RIDGE CAP I O 24' O.C. O SIDELAPS (STANDARD) WITH MASTIC ROOF FASTENING OF PANE RIBS AT LS SEALER UNDERNEATH SIDEWALL SCREWS k POP RIVETS /12x1 ' SELF-DRILL SHALL BE PANEL COLOR SCREW Z''° 3'-0• SIDEWALL AND ENDWALL PANEL DETAIL MASTIC BETWEEN 12' O.C. PANEL SIDELAPS do ENDLAPS INTERMEDIATE _ 6 FLORIDA RIB PANEL SHOWN 'e ' O ENNDD SPACING S OF PANEL ,{112x1}' SELF—DRILL _ SCREWS 0 6' O.C. ROOF PANEL RAKE FLASHING 1'-0' t'-0' 1'-0' (FASTENING) 112X11' SELF-DRILL GLF AT 12' O.C. /14xi' SELF-TAP SCREWS 0 12 O.C �- _ TO HANG GUTTER POP RIVETS RAKE ANGLE I STITCHING POP RIVETS AND SIDEWALL 0 24' O.C. GUTTER L5x2x16GA I SCREWS SHALL BE PANEL COLOR SIDEWALL PANEL I '��3 r I } (13) POP RIVETS SIDEWALL AND ENDWALL PANEL DETAIL { ` CP-7 8? PURLIN I I I I GUTTER SEAL ( REVERSE PANEL SHOWN ) - • DIE-FORMED RIDGE CAP (CUP ENDWALL RAFTER } ' I THRU 4 2 PITCHES)(SAN : FOR S) 1 CP-2/CP-3 - I '4 #14x ' SELF-TAP SCREW I I I SEE STD. 2 i } (STITCH) MASTIC SEALER I ' ` (TO BE USED } ' I GUTTER LAP DETAIL 12x1;' SELF DRIL fi O.C � RIDGE GAP) 1lifE II I I ROOF PANEL I T } RIDGE CAP WALL STITCHING I I I I I I ENDWALL PANEL COLOR POP RIVETS I I I 14I I I 81' PURLIN 1 I 024 O.C. } I RIDGE LAP DETAIL I 'I , I I IWIjjjjJ I } ROOF PANEL - GENERAL NOTES: \ MASTIC �\ 1. ALL ROOF PANEL SIDELAPS AND ENDLAPS i } ! I i" SHALL HAVE A CONTINUOUS STRIP OF _ } CORNER COLUMN a CLF RAKE FLASHING MASTIC SEALER. I 2. ALL GUTTER ENDLAPS, OUTLETS AND END WALL FASTENING T I 8 ' GIRT /12x14' SELF-DRILL ' ' �, CAPS SHALL HAVE A }' BEAD OF GUTTER ' 1 I I I ; SEAL CAUTiON (15' COVERAGE PER 5 OZ. TUBE.) COLOR SCREWS I �" CROWD OR STRETCH PANELS SLIGHTLY AS CP-2 CUP I I I I NECESSARY TO MAINTAIN 3'-0 COVERAGE ENDWALL PANEL PER PANEL PANELS MUST BE INSTALLED SQUARE WITH BUILDING FRAME AND 3'-0' - [[jjjfflLll!i1L1LIhhIi NET COVERAGE MUST BE HELD FOR PROPER I BASE ANGLE FIT OF TRIM. L2x2x14GA 3 I RAKE CAP (RFC- ) FASTEN WITH (2) COLOR #14x HEX SCREWS - TO PREVENT RUST SPOTS FROM FORF.IID!G T)N ROOF AND WALL PANELS, ALL SURFACES - FLASHING DETAILS AT RIDGE SHOULD BE SWEPT CLEAN OF ALL-METAL FILINGS BEFORE GUTTERS HAVE BEEN IN LLED. 1'x1' SHEETING GROOVE (STD.) REVISIONS DATE DWN CKD - - _ - - SCALE - TITLE STA)VA9ARO DRAWN Br SHEETING P AN C1.Z -O - 2 _ _ - �FLORZDA - .- r - - - - CHECKED BY - PRE-FAB,x -c . SUB _ JECT SECTIONS AND DETAILS --- 2907 5.Sagaata St. Tampa,FL 33619 JOB NUMBER - _ - (813)247-3934 DRWG.STD-3 - - _ FlLENAME - - - I _ - _ CUSTOMER - SHT. OF OWNER FACTORY CUT SHORT PANELS AS PER BAY SPACING - 1"0 WEDGE ANCHORS WALL PANEL TALLY & ERECTION DWG. (NOT BY FPF) hi m 1" X 4" TR. WOOD STRIP -- - REINFORCED FILLED CELL - - SOLID OP CO N COLUMN LiiTOP OF MASONRY WALL FIELD MAKE HOLES IN GIRT 83" ZEE 8 ZEE FOR (2) J"0 x 1j• BOLTS\ / Iy B SEE_____\ DOOR HEADER `�® u•. w NOTE #2 MDF FLASHING B FACTORY ( BZDLL (SHORT LAP) iJiIIiIIIiiIii[iiF1I1IiIilIiIiiilIiIiiiitwii TI HEAD FLASHING CUT GIRTS BZDLL (LONG LAP) C C B WDF (FRONT) C M HDF (BEHIND) MASONRY WALL_________ - - J ________ HOP WELDED CP-4 CLIP V _____ BY OTHERS JSF FLASHING PANEL ABOVE II 1� C C B C M I L2 "x2j"X14 GA. POP RIVETS BZDSL (SHORT LAP) BASE ANGLE BZDLL (LONG LAP) FACTORY ODJ FLASHING FIELD CUT PANELS CUT GIRT ______FIELD DOOR DOOR SECTION"C-M" JAMB X JAMB-COLUMN FRAMED OPENING JAMB TO TOP J( )D( ) = A )D( ) ________FLASHING II 6 • ZEE ( o OF MASONRY WALL DETAIL D D ODJ/JSF D Q k D D D M L1JIJ e" -OVERHEAD DOOR TRAC BLOCK K I DOOR WIDTH_L ODJ JAMB_ SHEETING AND FLASHING ELEVATION L24X24"X14 GA. DOOR WIDTH FLASHING I .. I BASE ANGLE _o FRAMING ELEVATIONOA 83" ZEE G.C. TO SEAL FIELD MAKE JSF (GROUT OR CAULK) HOLES IN GIRT DOOR JAMB 8j"X 14 GA. CHANNEL TO FLOOR _ CP-5 (SHOP WELDED) e3" ZEE_\ OF j" X 14GA. CHANNEL POP RIVET 11" 1 FILD A FLANGE CHANNEL WALL PANEL OVERHEAD DOOR TRACK 8,• ZEE ODJ JAMB SECTION"D-M" I I CP-4 (SHOP WELDED) FIELD MAKE I /[ _____HOLES N GIRr - fLASHINc FRAMED OPENING JAMB TO FLOOR DETAII. #12x1 "sELF DRILL SCREW L ---� 1'-0" 0/C • DOOR HEADER - FOR BUILDINGS WITH MASONRY WALLS (POP RIVET TO PANEL) I 8 " CHANNEL HDF FLASHING � (POP RIVET TO CHANNEL) CP-5 (SHOP WELDED) DOOR JAMB k WALL I -_- I CP-4 (SHOP WELDED) WALL PANEL POP RIVET i"0X7j" BOLTS PANEL U 8j" CHANNEL /12 X 11" SELF L- SECTION"C-C" DOOR JAMB SHOP WELDED CUP DRILL SCREW ® DOOR HEADER 1'-0" 0/C I \ I 8 " CHANNEL (HIGH RIB PANEL AT JAMB) 6 X 14Ga CHANNEL 8• BLOCK 0,-75- 11" WDF 8 HH FLASHING HDF FLASHING 8 ' ZEE DOOR JAMB L POP RIVET POP RIVET FRAMED OPENING HEAD DETAIL (POP RIVET TO CHANNEL) -\8 CHAN j• X 14Ga NE ` JAMB BASE / ANCHOR ODJ JAMB FLASHING FOR BUILDINGS WITH MASONRY WALLS ` I"0X1j" BOLTS BASE ANGLE W/NUT do WASHER FFLASHIING 2 "X2 "X14 GA. SHOP WELDED CLIP • RAMP DOOR JAMB J( )D( ) GENERAL NOTES: 8j" CHANNEL X 14GA. SECTION"B-B" PIN GRIPS 36" 1. FIELD LOCATED DOOR FRAMING AS NOTED ON ON CENTER EDGE OF SLAB (NOTCH) PLANS TO HAVE PANELS k GIRTS CUT IN FIELD. POP RIVET WALL PANEL POP RIVET JSF SECTION JSF SECTION"D-D" 2. SUT PANELS 1 1/2" BEYOND JAMBS AT ENDS SECTION"C-C" FLASHING TO THE END OF TH OF DOOR INSTALL HEADER - SUTS= JAMB DETAIL AT BASE AND CUTTER SEAL _ (FLAT OF PANEL AT JAMB) _ MK REVISIONS DATE DWN CKD - _ SCALE TITLE -STANa4.H9 GENERAL DESIGN NOTES FRAMED OPENING - DRAWN BY �,FLORIDg 1) FRAMED OPENINGS SPECIFICALLY DESIGNED FOR OVERHEAD DOORS AND SUPPLIED BY OTHERS CHECKED BY PRt,7-FgB,INC. SUBJECT SHALL BE ITEMIZED IN THE ACCESSORY SCHEDULE OF F.P.F. JOB PLANS. - - 2907 S.Sagasta St. Tampa.FL 33819 JOB NUMBER - - (813)247-3934 _ DRW<;.STD-4 2) OVERHEAD DOORS SHALL BE DESIGNED TO MEET THE WIND LOAD REQUIREMENTS OF. FILENAME cus OMER COMPONENTS AND CLADDING AND WIND BORNE DEBRIS REGIONS AS SPECIFIED IN SECTION 1606. - SHT. OF AND SHALL MAINTAIN THE INTEGRITY OF AN ENCLOSED BUILDING. - OWNER - _, t. - - : f ' -1. - i ,j. .' . i:- -i - • w. f- °I -iii- a- = i- - ROLL BACK INSULATION AT ENDS 10'-0• RIDGE VENT; COLOR TO MATCH ROOF. INSIDE CLOSURE ROOF PANEL STRIP 3'-0• 7j'EAVE STRUT FIBERGLASS INSULATION (SEE CONTRACT FOR THICKNESS - SEE ERECTION DRAWINGS FOR AND ERECTION DRAWINGS FOR JOB REQUIRMENTS AND USAGE. JOB REQUIREMENTS.) RIDGE VENT COMES WITH OR WITHOUT GUTTER #14x' SELF-TAP SCREWS - AMPERS;DAMPER IS SHOWN OOF PANEL AT 1'-0' O.C. ON HIGH RIBS. (SPECIFY ON CONTRACT) SEE NOTE f5 ----- -_ - GLF RAKE FLASHING MASTIC SEALER ABOVE & BELOW CLOSURE STRIP. ROOF PANEL- / ------- INSULATION 8 • PURUN-� INSULATION FACING OUTSIDE CLOSURE STRIP. - ----------- SEE CONTRAC -- DOWNSPOUT CP-7 RIGID FRAME - - - 5'X2'X16GA.RAKE ANGLE USE STARTER ROLL(48) AT BEGINNING, SUCH THAT THE ROOF PANEL LAP tS 1'-0' BEHIND INSULATION LAP. INSULATION FACING WALL PANEL WALL PANEL (SEE CONTRACT) 9' THROAT LOCATE RIDGE VENT IN BAY SUCH STANDARD THAT(3) RIDGE CAPS CAN BE OMITTED. - 4'-0 DOG CHAIN FOR DAMPERS ' ' AT 6'-0 ABOVE FLOOR. (48STARTER ROLL) RIDGE VENT DETAIL STARTER ROLL AT ROOF ONLY EAVE DETAIL (SEE ROOF FRAMING PLAN FOR LOCATION) - (SEE ROOF FRAMING PLAN IF APPLICABLE) - FACTORY PRE-CUT - ROOF PANEL 3'x11' FIBERGLASS SKYLIGHT PANEL SCREWS ' FASTENING SCREWS SELF-DRILL SCREWS /12 x 1 ' SELF-DRILL O 6' O.C. #12x1 TO UN 0 6' O.C. o SCREWS 0 r-o' O.C. STANDARD INSULATION SPECIFICATION ENDS ONLY. _ FACTORY PRE-CUT SEE NOTE #5 - (SEE CONTRACT FOR NON-STANDARD SPECIFICATIONS) ROOF PANEL ROOF PANEL 1) DENSITY= .6f/cf ROLL BACK INSULATION 2) VAPOR BARRIER= .0032 EMBOSSED WHITE L FILM it RAFTER FLANGE MASTIC SEALER ON BOTH SIDES OF SCREWS f-g •pURLIN 3) 'R' VALUE= RIO R13 R19 THICKNESS= 3' 4' 6' INSULATION FACING 4) UL RATING= FHC 25/50 ON COMPOSITE PRODUCT-FACING,ADHESIVE,Fl LA BERGSS (SEE CONTRACT) 83' PURUN RAFTER FLANGES INSULATION FLAME SPREAD 25 OR LESS;SMOKE DEVELOPED 50 OR LESS PURLIN DETAIL 5) FEDERAL SPECIFICATION HH-1-558B TYPE 1,CLASS 6 (SEE ROOF FRAMING PLAN FOR LOCATION) SAFETY NOTE: SKYLIGHT INSTALLATION IT Is STRICTLY FORBIDDEN TO WALK INSULATION INSTALLATION NOTES ON SKYLIGHTS TO PREVENT THE POSSIBILITY OF FALL THROUGH. 1) INSULATION SHOULD BE STRETCHED ACROSS FRAMING DURING ERECTION AND HELD IN PLACE BY PANELS AND PANEL FASTENERS. • #12 x 11' SELF-DRILL SCREWS 0 6' O.C. AT 1O'-0' 6' 10'-O' RIDGE VENT 2) INSTALL ONE RUN OF INSULATION PRIOR TO EACH RUN OF PANELS, KEEPING INSULATION 3'X11' TRANSLUCENT PANEL ENDS ONLY AND PANELS IN ALIGNMENT. j14xj'4 SELF-TAP ¢14x'4 SELF-TAP SCREWS O 24' O.C. 3) INSULATION FLASHING SHALL BE FURNISHED FOR SKYLIGHTS WHEN INSULATION IS SCREWS O 24' O.C. FURNISHED BY FLORIDA PRE-FAB INC.. IF INSULATION IS NOT FURNISHED BY F.P.F., ROOF PANEL CONTRACTS DEPARTMENT MUST BE NOTIFIED IF FLASHING IS TO BE SUPPLIED. SINGLE MASTIC SEALER OUTSIDE CLOSURE 4) INSULATION SHOULD BE STRIPPED AND FOLDED OVER EXPOSED EDGES WHEN CUTTING STRIP WITH MASTIC AROUND DOORS,WINDOWS, ETC. SEALER TOP AND BOTTOM. 5) F.P.F. WILL NOT FURNISH INSULATION REPAIR TAPE FOR TEARS AND RIPS CAUSED DURING ERECTION. ',•: •`�• .-`�".• .'' ` ,``_•.:` 6) ALL ROOF SCRtiN5 SHALL BE NON-CORROSIVE (ZAC) FASTENERS --_--- COMPLIANCE WITH THE j - 25 YEAR GALVALUME WARRANTY BE USED. INSULATION FLASHING (FSI) ON INSULATION (OPTIONAL) ---- ---- --- --- -- -_-- 83' PURUN TOP OF PURUN. (OPTIONAL-SEE CONTRACT) TRANSLUCENT PANEL WITH INSULATION ROOF PANEL 61• PURUN MASTIC SEALER (INSULATION MAY BE SUPPLIED BY OTHERS) SIDE VIEW OF CONTINUOUS RIDGE VENTS .:t'j 4 ¶ - - - - _______ REVISIONS _ - SCALE TITLE TRANSLUCENT PANEL, DRAWL BY �, _ 'RIDGE VENTS,INSULATION FLORIDA - - - - - - CHECKED BY INC. SUBJECT _ 2907 S.Sagosta St. Tampa.FL 33619 JOB NUMBER - - - - - - - - - - - - - - - (813)247-3934 DRWG.STD-9 - FILENAME CUSTOMER OW11ER SHT. OF { FIXED ANGLE(SCREW TO PANEL) Bz i1if1 " -I / 26 GA.WALL PANEL j ! _ 82'GIRT 26GA.WALL PANEL J JA-4.3 ANGLE — p WDF-FLASHING ) SCREW FIXED ANGLE _ - TO WALL PANEL I LOOSE JAMB FLASHING (FIELD POP RIVET TO PANED - I { I 26GA. FIXED LOUVER FIXED LOUVER FIXED ANGLE o ' z FIXED LOUVER ELEVATION (SCREW TO PANEL) z AIR AUTOMATIC - PANEL CUT DIMENSION.3" _ LOUVER FLOW Iw o (4CI14) (POP RIVET 1≥- PANEL CUT DIMENSION F ' a t BIRD SCREEN I u WALLPANEL) ►- FIELD MAKE SLIT � r � a fl illl it I! ! Ilit lII I (Il _ illl j ► I llf' IIII > tell Iili III Z I 1W N III II Z W SCREW FIXED ANGLE Jill II I I I I III{ I I{{ o I TO WALL PANEL { III IIIt IIII I IIII lili J 8ix16GA.GIRT Jill l l I I iii i l l l Z a WDF FLASHING Ui t o FAN(7FO61/7FO6 )5 Illl Jilt illt 1 f I( 1 (!1 III LSELF DRILL SCREW 26GA WALL PANEL 26 GA.WALL PANEL FANaLOUVER LOUVER FIXED LOUVER SECTION Q WJA-4.3 ANGLE WJA-4.3 ANGLE I2"x 2"x s') (2"x2 'e) ) FIXED LOUVER HOLE CUT BIRD SCREEN AUTOMATIC AIR FLOW FAN7FO61 HB LOUVER � 7F065IH.P. _- 4CI14 (SCREW TO ANGLE) LOOSE JAMB FLASHING LOOSE JAMB FLASHING 26GA-WALL PANEL {{ (POP RIVET) (POP RIVET) 26GA.WALL PANEL t t WDF%JSF FLASHING WDF FLASHING(POP RIVET) --- 26GA. 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