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Home My WebLink About39450 SOUTH AVE (8)Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. SAVE STRUT 8 ' PURUN rBn - ! 1 I ------------------ --------- ------- 3 3' �'OX14' BOL �s- NUT — —T I —A---------------- p ---------------- ZINC PLATED ` 81' PURUN I B�' PURUN CP-7 SPLICE PLATE ---- ---- -- __ ---I I '0 WASHER =_—a• —__ l — 6— oxil-BOLTS- 'fX1�"BOLT/WASHER t , n n • • __ ——— B W/WASHER PER EAVE FRAME BRACE .4101 BOLT W/W ER \ 4—,4- X1j. (EFB_ ) W/WASHER \ BOLT W/WASHER 0X2 HSB/WASHER `PER LAP SECTION"B-B" 1'-9',2'-6',3'-3- 1'-9',2'-6',3'-3'EAVE FRAME BRACE (EFB—) • .• � � FRAME BRACE (FB—) r • "rx14- BOLT RI,T&FRAME RAFTER - ONE SIDE (TYP.) _ n SHORT-LAP DETAIL LONG LAP DETAIL • INTERIOR FRAME BRACE 8 -PURUN B SECTION'A-A'PLAN EAVE STRUT 7j- EAVE STRUT U �84, PURUN nBN 3' 1'-96',3'-3' 1� SINGLE PORTAL +"rXZ-BOLTS W/PWP 1 DGE FRAM 1 1 UU DOUBLE PORTAL 'rtX2 - BOLTS PWP— LARGE WASHER 1 1 ) W/1— '0X2' BOLT FOR 1 IIi II-IF ( I 81-PURUN 1 11 1 LICE PLATES 6-4-eX1460LT SPLICE PLATES 1' - COLUMN " 0 X 21' A325 W/WASHER PORTAL COLUMN nBn W/WASHER PER LAP FRAME BRACE ( oNE SIDE} �O x 21- HSB W/WASHER IF REO'D y 4� ,- � FRAME BRACE - INTERIOR SPLICE CONNECTION SHORT-LONG-LAP DETAL ( s)E))E) PORTAL COLUMN DETAIL • INTERIOR SPLICE CONNECTION ,._9. 7 -x,4cA r ' I I EAVE STRUT RAKE ANGLE 5X2X16GA 81-PURUN (FASTEN W/2014 HEx- --- - - - ENDWALL RAFTER SEE ANCHOR BST PLAN FOR SIZE OF ANCHOR BOLTS HEAD SCREWS PER PURUN 2- '0 X14' BOLT (ER4- ) & REACTIONS. • • W/WASHER AT STRUT PURUN ONLY 74 EAVE STRUT V = - X14� 8 ' PURUN X1j' acv BOLTS 'OX14'BOLT W/WASHER BOLTS W/WASHER - 'eX2 'A325 BOLTS RIDGE FRAME RAFTER qRT B�' 2- 0 X2'A325 BOLT W/WASHER g�1- � W ASHER • n �W ASHER CP_7 4— '0X7 ' ENDWALL RAFTER � LL ENDWA CORNER • EAVE FRAME BRACE COLUMN (HECC ) All "Arr 2— -ox14•GR BOLT- 1._ OLUM (ETERIOR ENDWALL COLUMN & BEAM SPLICE 4/12 SLOPE W 4-4.0 x14- øX2 3A325 BOLTS ENDWALL RAKE DETAIL GALVANIZED GR.5 BLACK BOLTS 14- 84- 3• 74-EAVE STRUT - ENDWALL RAFTER HILLSIDE WASHER FRAME COLUMN- • j _i/7__ / FIN.FLOOR COLUMN OR RAFTER BRACE CABLE ASSEMBLY UT • A _ ( BC5- ) FOR a-0 \ \ SHEAR PLATE (SPL) CP_7 III EAVE FRAMING DETAIL • INSIDE OF STRUT AS REO'D. } HILLSIDE WASHER . \ 4-11 0X1 SPLICE PLATES +�' ( I ' -0 X14BCBFOa ' Z 4 I J-0X24-A325 i-OX 2 CABLE OVERALL — CMK + 4 1 BOLTS W/WASHER ALVANIZED BOLT W/WASHER CP-7 W/WASHERS A325 BOLTS W/WASHER EYEBOLT CUP SHEAR PLATE DETAIL END W COR NUT& WASHER COLUMN OR RAFTER ALL NER COLUMN (ECC— ) �— _ ENDWALL COLUMN&BEAM SPLICE BRACE CABLE DETAIL • : • • - 1/12 SLOPE lO-y.v . I REVISIONS - DATE DWN CKD - - _ - - SCALE - (FILE - -STANDARD ERECTION DETAILS GENERALNOTES: DRAWN BY �F•LORZDA 1. ALL 3/40-A325 BOLTS SHALL BE SUBJECT TIGHTENED AS PER A1SC—"TURN OF CHECKED BY pR�FgB,I1vQ - .• - • - - • - _- - - -. - _ 2907 S.Sagwto St Tampa,FL 33619 THE NUT METHOD' JOB NUMBER - - _ - - - - - (813)247-3934 - - DRWG.STD-1 _ - • • - _ • N - _ - _ -_ - - _ - - - FILENAME OWNER SHT. OF .1 ..►yip• .a;4.L•.. — - - - - - - - MASTIC ROOF PANEL SCR / GOOF PANEL 12 (2) �'�Xt�' DOWNSPOUT BRACKET _ �O 24' D.CEW / "A" BOLCTSP-11 ( SEE SCHEDULE ) - - r---/------__-- 4 CUP _ - - 8 ' PURUN l CENTER OF BAYS f12X7j' UNP: ' - DOWNSPOUT SCREW O PURLIN P NTS 8j'PURUN 8 ' PURUN 1 '12 CP-R1 ---------- -- ------ ---- CP-11 • 4/1Z CP-R4 r ---------- --------- ---- CUP 81' GIRT` FASTEN BRACKET TO PANEL /12x1}' SELF-DR1LLJ l � W/POP RIVET'S FROM OUTSIDE SCREW O 12. O.C. RAFTER ,�'� X7�' GIt5 BOLT POP RIVET LS'X2 'X16GA W/WASHER (2) øx1 BOLT5 \ GRADE 2 BOLTS W/ '0X1 ' \_2o x1 `B4- GIRT SIDEWALL PANEL WASHERS BOLTS 8l' PURUN GR. 2 BOLTS FRAME BRACE T(2) '0X7 ' RIDGE BRIDGING DETAIL w/WASHER o E (TYPICAL) BOLTS OPEN ENDWALL UNLESS SHOWN OTHERWISE ON PLANS CP-11 CLIP DETAIL SECTION"A" SECTION THRU DOWNSPOUT 4:12 BUILDINGS ?*x1?BOLTs CORNER COLUMN EAVE SUPPORT STRUT - 1-9 14x ' UNP. LPEF— FOR 12 PITCH f14X UNP. SCREW - ( -7 ) O 24 O.C SELF—TAP SCREW BUILDINGS ONLY ROOF PANEL 1 9- 7 - EAVE STRUT ------- }-- -0X7 - BOLTS ( 2 'xi6GA M /12X1}' UNP. ROOF PANEL INSIDE CLOSURE STRIP a? EAVE Cl" EAVE HEIGHT SCREW O PURUN POINTS GIRT /— 2�- 6 .0X7 BOLTS GUTTER STRAP O 36' O.C. GLF RAKE FLASHING - CUP CP-2 EAVE STRUT ---------------- X'-5' _� X-4 • N f 8 - PURUN #'14X - UNP. SELF-TAP (STRUT GAP FLASHING) - I G" -tir CP-3 I /14 X ' PAINTED SCREWS GUTTER (� ) W/LPEF OF MEF-i �1'OX1 --- ------ O 12' ON CENTER FLASHING BO TS g OUTSIDE CLOSURE STRIP J'O X 11 BOLTS ELEVATION EAVE GIRT '- FOR 112 & .12 BLDGS. (2) '0 X 2• BOLTS (4)POP RIVETS S fEw 2> -OSELF--DRILL PLAN VIEW '0X1 GRADE 2 BOLTS - _ CP-2/CP-3 EAVE GIRT CONNECTION Ii II ENDWALL CORNER ENDWALL RAFTER OR AND NSERTMD/SS GOUTLET EAVE STRUT COLUMN (ECC- ) RIGID FRAME RAFTER DOWNSPOUT SIDEWALL I 11 WALL PANEL • SIDEWALL PANEL II SIDEWALL GIRT ENDWALL GIRT IINTMIORI'OLUMN DOWNSPOUT ri ROOF PANEL SECTION THRU ENDWALL BRAacEr .. I I u SCHIDULE cif II 6 — EAVE HEIGHT NO. REO'O II 8 EPURUN W/f12x1j- SCREW O 12' O.C. CORNER FLASHING ! 3 1DOWNSPOUT BRACKET(4) 2'0X11' BOLTS I CP-2 DOWNSPOUT BRACKET- • SHALL BE SUPPLIED AT POP RIVETS i ENDWALL PANEL INSIDE CLOSURE STRIP CANOPY RETURNS. �-INVERTED ZEE i 2'x2-x6' ANGLE AT CORNER 2x1 PANTED DC-1 CUP - SCREWS 1 84' 1' FASTEN W/#'12x11' GUTTER STRAP 0 36. O/C DC-1 STRUT PURLIN CLIP DETAIL UNP. SCREWS ROOF PANEL NOTE: ' #74X ' SELF-TAP SCREWS � BASE CLOSURES SIDEWALL PANEL • ALL BOLTS 0X11'GRADE 2 UNLESS NOTED. (OPTIONAL) �� i 12X2X74GA BASE ANGLE CP-2 DETAIL AT CORNER POP RIVET FASTEN W/ 0X1 PIN GRIPS O 36' O.C. • BUII. I(� DOWNSPOUT SPACING GUTTER (G-) AVE STRUT 85'DOWNSPOUT ELBOW BI`sI 3.�'XS'DOVWNSPOUT(DS) FINISHED FLOOR RUNOFF WIDTH SPACING RUNOFF WIDTH SPACING SPACER FLASHING—GSF DOWNSPOUTS 15' 80' 55' 29' Y-0x11-BOLTS 1 20' 64' 60' 2r CP-7 JS OIU 25' 54 70' 24' I.0X7 ' BOLTS GRADE 5 (BLACK) ERECTOR TO HOLD D_�DpARA 30' 47' 75' 23' OPEN—WALL ELBOW POST do BEAM END PANEL I' ABOVE NOTCH �1 35 42' 80' 22' WAI NODS W}pTM20' OR RIGID FRAME 45' 34 1Do' 18' GUTTER&DOWNSPOUT DETAIL NO REO'D. BLDG LENGTH 50' 32' 120' 16 WALL D/S SPACING DOWNSPOUT SPACING BASED ON RAIN INTENSITY 10in/hr. NOTE. OPEN BAY GUTTER DETAIL SEE N L PLANS(ROOF FRAMING PLAN) 0 FOR DOWNSPOUT LOCATION & SEPARATION • MK RENSI0NS DATE DWN - - - - SCALE TITLE N STANDARD ERECTION.DETAILS F DRAW BY F'LORZDg - - - - - - - _- - CHECKED BY PRE-FgB.INC. SUB'ECT ajos.OMER t DDt CUTS - - - - - - -2907 S.Sagaste SL Tampa.FL 33619 JOB NUMBER - - - - - - - - - - - (813)247-3934 DRWG.STD.-2 - - - OWNER SHT. OF 6 OF MASTIC O PANEL LAPS O EAVE ONLY 3'-p. STITCHING-#14x,' SELF-TAP SCREWS 0 24 O.C. INSIDE CLOSURE STRIP ROOF PANEL (MASTIC TOP & BTTM. MASTIC O PANEL LAPS ROOF-#14XJ' SELF-TAP SCREWS AT 24' O.C. 2' 1'-0' 1-0- 0'-10' FOR SHEETED IN 12 USE CLOSURE STRIP MASTIC SEALER (ROOF ONLY ) INTERMEDIATE PURUNS-#12x1i' SELF-DRILL SCREWS 0 12 O.C. BUI DINGS ONLY.) AT EAVE TO SEAL GLF FLASHING ON EXPOSED Sd?E OF RIB - 2' B. 4' 8' SCREWS O O ENDS OF PANELS WALL-COLOR POP 6' OF MASTIC AT PANEL GUTTER-FASTEN TO ROOF _ RIVETS AT 24' O.C. LAPS AT EAVE ONLY ALL ROOF SCREWS MATCH PANEL COLOR PANEL W//14x ' UNP. -f MASTIC _ SCREWS O 12' O.C BEARING RIB # ROOF PANEL DETAIL 4flH' JJCORNER BOX (RFB- ) FOR UL90 RATING STITCH SCREWS ARE FASTENED 0 20' O.C. FLORIDA RIB PANEL SHOYtN CORNER FLASHING (CF-1) RIB STITCHING DETAIL SIDEWALL PANEL FASTEN W/#14x ' SELF-TAP SCREWS STITCHING (COLOR POP RIVETS) 24' O.C. ALONG SIDELAPS. 1.-0' 1'-0' •1'-0' (FASTENING) INTERMEDIATE GIRTS-#12x11SCREWS'SELF-DRILL 0 12' O.C. • FLASHING DETAILS AT EAVE ROOF STITCHING t8' , e4' r 4' k #14x43' SELF-TAP SCREWS #12x1' SELF-DRILL SCREWS O 6' O.C. O ENDS.OF PANELSEDO 24' O.C. O SIDELAPS (STANDIE-FORM RIDGE CAP D WITH • ARD) MASTIC ROOF FASIENING OF PANELS SEALER UNDERNEATH #R x1 ' SELF-DRILL SIDEWALL SCREWS h POP RIVETS SCREW SHALL BE PANEL COLOR. 0 _l 2 a'-0• MAsnc eETW�I Rles DLA Ar PS SIDEWALL AND ENDWALL PANEL DETAIL INTERMEEDIATE _ M O.G _ PANEL SIDELAPS do EN FLORIDA RIB PANEL SHOWN 6' O.C. SPACING #12x11' SELF—DRILL •O ENDS OF PANEL SCREWS O 6' O.C. ROOF PANEL RAKE FLASHING }'_p' }'_p• }_p• (FASTENING) #12X1 • # SELF-DRILL GLF AT 12' O.C. #14x43 SELF-TAP SCREWS 0 12 O.C. - TO HANG GUTTER ' -� 1 ' POP RIVETS GUTTER RA LSxKE ANGLE I I L I STICR TCHING POP RIVES AND SIDEWALL 0 24' O.C. j 2x16GA , I 1 1 �1 SEWS SHALL BE PANEL COLOR• SIDEWALL PANEL I _ I I (13) POP RIVETS SIDEWALL AND ENDWALL PANEL DETAIL P 81' PURUN GUTTER SEAL (REVERSE PANEL SHOWN ) DIE-FORMED RIDGE CAP ENDWALL RAFTER (TYP.) I I E� p1 S°T 57DP-3 2 I I I ! I I ~ #14xx' SELF-TAP SCREW THRUM 4:12 PITCHES) \ II I I I { (STITCH) \ MASTIC SEALER f �" (TO BE USED j I j F II j I GUTTER LAP DETAIL #12x14 SELF DRILL SCREW UNDER RIDGE CAP) • _ ROOF PANEL II { (� I I _ I I RIDGE CAP I � WALL STITCHING ( I ( I I ' I I ! COLOR POP RIVETS (L O 24' O.C. j I I I I ( I ENDWALL PANEL I III� I I • ( �8�' PURUN I I I I I RIDGE LAP DETAIL I ' : MASTIC ROOF PANEL GENERAL NOTES:j ' I I *�� 1. ALL ROOF PANEL SIDE!.APS AND ENDLAPS I 1 I I �" SHALL HAVE A CONTINUOUS STRIP OF CORNER COLUMN , I • GLF RAKE FLASHING MASTIC SEALER WALL FASTENING ; ' ( I I } 2. ALL GUTTER ENDLAPS, OUTLETS AND END - #12x143' SELF-DRILL 1 8 GIRT '' COLOR SCREW'S I I 1 I - CAPS SHALL HAVE A rBEAD OF GUTTER = f-- , I j I I I SEAL (15' COVERAGE PER 5 OZ TUBE.) ` I I CP-2 CUP ,.v CROWD OR STRETCH PANELS SLIGHTLY AS (TYP.) ENDWALL PANEL NECESSARY TO MAINTAIN 3'-0 COVERAGE PER PANEL PANELS MUST BE INSTALLED SQUARE WITH BUILDING FRAME AND 3'-0' kBASE ANGLE • NET COVERAGE MUST BE HELD FOR PROPER L2 rr 4G A 1 FIT OF TRIM. F ' RAKE CAP (RFC- ) FASTEN WITH CAUTION: t (2) COLOR #14x43' HEX SCREWS • TO PREVENT RUST SPOTS FROM 'FORMING ON• • ROOF AND WALL PANELS, ALL SURFACES FLASHING DETAILS AT RIDGE SHOULD BE SWEPT CLEAN OF ALL MET = FILINGS BEFORE GUTTERS.HAVE BEET 1 AL1ED. 11'x11' SHEETING GROOVE (STD.) SCALE • • NK rtE IS 4S DATED aco _ _ - - - - __ BY \ n SHEETING PLAN - FLORIDA -� —[ �GZ. _ QiECICED BY PRF'-F873s Z1KC.. SU&IECT SECTIONS AND DM.S - - - - - - 2907 S.So9e.ta St. Tampa,FL X3819 JOB NUMBER (O1J)247-3943 DRWG.STD-3 FUJ:NANE - cu ou owNEa SHT. OF•_ _ 1 t- -- FACTORY CUT SHORT PANELS AS PER ( BAY SPACING i WEDGE ANCHORS - WALL PANEL TALLY do ERECTION DWG.(NOT BY FPF) 1 X 4' TR. WOOD STRIP REINFORCED FILLED CELL SOLID W/ CONCRETE FIELD MAKE HOLES IN GIRT COLUMN 4 ZEE TOP OF MASONRY WALL - I ' �7 FOR (2) +j'0 x 1j• BOLTS RE—BAR B________ \ / \\ /" . / !1 't ' JJJflhjfljjjf DOOR HEADER O SEE NOTE B FACTORY BIDSL (SHORT LAP) f MDF FLASHING f CUT GIRTS I 82DLL(LONG LAP) LHEAD FLASHING C C B - WDF (FRONT) C M SHOP WELDED CP-4 CUP HDF (BEHIND) MASONRY WALL C C B C M JSF FLASHING PANEL ABOVE II �I FBY OTHERS L2j•X2j'X14 Ga SZD� (SHORT LAP) I BASE ANGLE - POP RIVETS_______I FBZDLL (LONG LAP) FACTORY ODJ FLASHING - �FIELD CUT as___CUT GIRT DOOR = DOORr) SECTION"C-Mn AS NECESSARY JAMB 6 JAMB COLUMN J( )D( ) _ J( ) C ) I I I FRAMED OPENING JAMB TO TOP JAMB FLASHING 6 ' zEEf I o OF MASONRY WALL DETAIL D D oo./ II D 1>D D D M =s' BLOCK OVERHEAD DOOR TRACK __JIII DOOR WIDTH _ L2 'X2 'X14 GA.] DOOR WDTH OFDLASJIMBG ` SHEETING AND FLASHING ELEVATION BASE ANGLE . FRAMING ELEVATION OA e . zEE f G.C. TO SEAL JSF (GROUT OR CAULK) HOLES MAKE i HOLE IN GIRT DOOR JAMB 8X 14 GA. CHANNEL TO FLOOR 8 ' ZEE Bj' X 14Ga CHANNEL FIELD PAINT FLANGE W_ CP-5 (SHOP WELDED) POP RIVET 1 1 OF CHANNEL FOR BUILDINGS WITH MASONRY WALLS (POP WALL PANEL OVERHEAD DOOR TRACK 8 zEE FIELD MAKE OFUSHIN6 SECTION"D-M" II HOLES IN GIRT T ;12X1+'SELF DRILL SCREW L----f CP-4 (SHOP WELDED) FRAMED OPENING JAMB TO FLOOR DETAII, 1--D• O/c ® DooR HEADER WDF FLASHING B CHANNEL RIVET TO PANEL) HDF FLASHING CP-5 (SHOP WELDED) --- (POP RIVET TO CHANNEL) WALL I i CP-4 (SHOP WELDED) WALL PANEL POP RIVET DOOR JAMB PANEL L----J 3- k� J'OX11• BOLTS f12 x 1 • SELF SECTION"C-C" 84 CHANNEL W/NUT& WASHER DRILL SCREW 0 DOOR HEADER DOOR JAMB SHOP WELDED CLIPv-0. O/C X 14Ga CHANNEL 01- 6 ' CHANNEL (HIGH RIB PANEL AT JAMB) s- BLOCK-7 FLASHING HDF FLASHING DOOR JAMB POP RIVET• (POP RIVET TO CHANNEL) X 14GA. CHANNEL 81. zEE e ' POP RIVET r FRAMED OPENING HEAD DETAIL 2JAMB BASE ODJ JAMB '.xt • BOLTS BASE N FLASHING FOR BUILDINGS WITH MASONRY WALLS ODJ JAMB W/NUT do WASHER 2 'X2 'X14 Ga SHOP WELDED CLIP FLASHING ® RAMP DOOR JAMB B CHANNEL x 14ca GENERAL NOTES: SECTION"B-B" PIN GRIPS 36' 1. FIELD LOCATED DOOR FRAMING AS NOTED ON ON CENTER EDGE OF SLAB (NOTCH) PLANS TO HAVE PANELS & GIRTS CUT IN FIELD. POP RIVET WALL PANEL POP RIVET JSF 2. SLIT PANELS 1 1/2• BEYOND JAMBS AT.ENDS SECTION"C-C" SECTION"D-D"- OF DOOR RG�DER.INSTA THE DD SLITS (FLAT OF PANEL AT JAMB) JAMB DETAIL AT BASE AND GUTTER SEAL 4K RENSONS - DATE OWN CKD - SCALE - - TI ... GENERAL DESIGN NOTES FRAMED OPENING DRAWN 1) FRAMED OPENINGS SPECIFICALLY DESIGNED FOR OVERHEAD DOORS AND SUPPLIED BY OTHERS A __ SUBJECT SHALL BE ITEMIZED IN THE ACCESSORY SCHEDULE OF F.P.F. JOB PLANS. CHECKED BY 2907 S Sagosto SL Tempo FL 33619 IJoB NUMBER - 2) OVERHEAD DOORS SHALL BE DESIGNED TO MEET THE WAND LOAD REQUIREMENTS OF (013)247-39M DRWG.STD-4 COMPONENTS AND CLADDING AND WIND BORNE DEBRIS REGIONS AS SPECIFIED IN SECTION 1606,EJSTQ AND SHALL MAINTAIN THE INTEGRITY OF AN ENCLOSED BUILDING. OWNER SHT. OF --- - i I -. .I � - -! k 'is: i I_ t ii i :_- 84 . NOTE GIRT HEIGHT PANEL JAMB EXTENSION uMR••8'-0. 6 - zEf B `ZEE DOOR JAMB DOOR JUNE POP RIVET I DOOR HEADERS HEADER POP RIVET FLASHING k F i (WDF) t I C FIELD CUT RIB-� l DOOR HEADER JAMB FLASHING 1 PANEL LINE OF CONCRETE JAMB OF CONCRETED� POP RIVET DOOR JAMB SECTION THRU HEADER SECTION THRU JAMB SECTION THRU JAMB (HIGH RIB OFFSETS) (HIGH RIB AT FLASHING) DOOR FRAME ASSEMBLY 81. FIELD DRILL FOR (2) ?• BOLTS A I I �6 ZEE JAMB EXTENSION k WALL PANEL — - -==:====r----- - — T a ` 11 F h/ i DOOR HEADER III FLASHING G FIELD CUT ZEE ix ii II HEADER FLASHING NOTCH r _ (WDF) FIT INSIDE FRAME (WDF) t I _ , I x } 1 IFlELD JICUT I I < ~I PANEIJt DOOR PANEL • t I I I I ( WALK DOOR t Ii II I I JAMB FLASHING (WDF /w JSF) DOOR JAMB METAL DOOR -}� (REVERSIBLE) FIELD CUT GIRT FOR DOOR OPENING L �I II f'. L- BUMPER THRESHOLD FINISHED FLOOR 'aI IIII C: FINISHED FLOOR N { T _______________________ t SHEET GROOVE CUTOUT PANEL ELEVATION SECTION A-A SHEET GROOVE A TACK WELD DOORHAND SHALL BE DETERMINED (BOTH SIDES) 3-0 (2) 'OWEDGE ANCHORS BY FIELD INSTALLATION. BY OTHERs FRAMING ELEVATION EXTERIOR ELEVATION OF DOOR _ •: - :, ;.: PERSONNEL DOOR SPECIFICATION k- - - - DOOR PANELS SHALL BE 3'-0' X 7-0' X 13' CONSTRUCTED - - - - - - - - - '- .• r DOOR JAMB OF 20 GAUGE STEEL SHEET OVER A ONE PIECE POLYSTYRENE CORE. GENERAL NOTES DOOR FRAME SHALL BE FABRICATED FROM 16 GAUGE COLD ROLLED STEEL 1 FIELD LOCATE DOOR, REMOVE AND CUT NECESSARY GIRTS IN BAY. � - HARDWARE SHALL iNCWDE 3 4' X 2} ARRANGE JAMBS ACCORDING TO REQUIRED SWING THEN FASTEN HEADER TO JAMB. ( ) 7 4' STANDARD WEIGHT HINGES AND 3 AFTER ASSEMBLING FRAME PLACE IN POSITION, SQUARE AND PLUMB, HANG DOOR PANEr_ • • A GRADE 2!EVER TYPE LOCKSET WITH ASA STRIKE 4 FASTEN DOOR FRAME AND JAMB EXTENSION TO GIRTS BY USING SCREW'S OR TACK WELDING." CONCRETE MASON TO SEAL DOOR PANELS AND FRAMES FURNISHED BY FPF SHALL BE MANUFACTURED BY 5) FASTEN BOTTOM OF DOOR JAMBS NTH+ o WEDGE ANCHORS DOMINION BUILDING PRODUCTS, AMSCO MANUFACTURING DIVISION 6 INSTA THRESHOLD AND DOOR HARDWARE. FIELD PAINT DOOR JAMB - 6949 FAIRBANKS N. HOUSTON 73LL FLASH ACCORDINGLY. HOUSTON, TEXAS 77040 DOOR JAMB WITH MASONRY WALLS DETAIL PHONE NUMBER (713) 466-6790 RENSIONS DATE OWN CKD _ - - _ _ - SCALE TITLE srA.4I)A ortawN BY 3070 REVERSIBLE FRAMELESS DOOR �F7 ARID CHECKED BY SUBJECT SECTIONS&ELEVATIONS - - F - - - - - - - - 2907 S.Saga■to St Tempo,FL 33819 JOB NUMBER - - - - - - - (813)247-3934 - DRWG.STD-6 - - _ - - - - - - - FILENAME owNER SHT. OF _- - - - - _ - � F _"}''lll. ,�� :II -�. ' I- _.4�. �' �- -_i� 1� -EI ■ 1�-�� - i � -■i-I - -1' ■�� ".�- _ - _ _ _ - _ __ _ - - - - - -- ROLL BACK INSULATION • AT ENDS 1O'-0 RIDGE VENT: COLOR TO MATCH ROOF. INSIDE CLOSURE ROOF PANEL STRIP 71-EAVE STRUT r FIBERGLASS INSULATION 3-0 (SEE CONTRACT FOR THICKNESS SEE ERECTION DRAWINGS-FOR 1 \\\ AND ERECTION DRAWINGS FOR JOB REOUIRMENTS AND USAGE JOB REQUIREMENTS.) #14X - SELF-TAP SCREWS RIDGE VENT COMES WITH OR 1MTHOUT GUTTER j, AT 1'-0' O.C. ON HIGH RIBS AMPERS:DAMPETR IS SHOWN OOF PANEL SEE NOTE #5 (SPECIFY ON CONTRACT) GLF RAKE FLASHING i MASTIC SEALER ABOVE k BELOW CLOSURE STRIP ROOF PANEL INSULATION 8�' PURUN-t IISULJITION FACING I v �lOUTSiDE CLOSURE STRIP. -- SEE CONTRA - - DOWNSPOUT - r_ �-7 5'X2•X16GA.RAKE ANGLE USE STARTER ROLL(48-) AT BEGINNING, RIGID FRAME SUCH THAT THE ROOF PANEL LAP i 1'-0• BEHIND INSULATION LAP. INSULATION FACING WALL PANEL t WA L PANEL (SEE CONTRACT) 9' THROAT LOCATE RIDGE VENT IN BAY SUgi k DOG CHAIN FOR DAMPERS STANDARD THAT(3) RIDGE CAPS CAN BE OMITIID. 4`_p' (48-STARTER ROLL) AT 6'-0• ABOVE FLOOR. RIDGE VENT DETAIL STARTER ROLL AT ROOF ONLY (SEE ROOF FRAMING PLAN FOR LOCATION) (SEE ROOF FRAMING PLAN IF APPLICABLE) EAVE DETAIL FACTORY PRE-CUT • - ROOF PANEL 3'x11'FIBERGLASS SKYLIGHT PANEL - r SCREWS t SELF-DRILL SCREWS iFl2 x 11• SELF-DRILL O 6. O.C #12x1• FASTENING SCREWS S LF DRI o scREws o r-o• o.c STANDARD INSULATION SPECIFICATION TO PURUN ENDS ONLY. FACTORY PRE-CUT SEE NOTE #5 (SEE CONTRACT FOR NON-STANDARD SPEgFlCAT10NS} ROOF PANEL ROOF PANEL 1) DENSITY .6�/cf ROLL BACK INSULATION 2) VAPOR BARRIER= .0032 EMBOSSED WHITE VINYL FILM ' GE RAFTER F1AN MASTIC SEALER ON BOTH SIDES OF SCREWS 8PURLIN 3) R' VALUE= R10 R13 R19 THICKNESS- 3' 4' 6* INSULATION FACING 4) UL RATING- FHC 25/50 ON COMPOSITE PRODUCT-FAgNG,ADH6IVE FIBERGLASS (SEE CONTRACT) 8 ' PURUN INSULATION FLAME SPREAD 25 OR LESS:SMOKE DEVELOPED 50 OR LESS PURLIN DETAIL - RAFTER FLANGES 5) FEDERAL SPECIFICATION HH-1-5588 TYPE 1.ClAS5 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 3 X11' TRANSLUCENT PANEL SCREWS 0 6' D.C. AT 10 VENT'-0• 6' 10'-0' RIDGE 2) INSTALL ONE RUN OF INSULATION PRIOR TO EACH RUN OF PANELS, KEEPING INSULATION ENDS ONLY AND PANELS IN ALIGNMENT. #14x'4 SELF-TAP ^#14x'4 SELF-TAP 3) INSULATION FLASHING SHALL BE FURNISHED FOR SKYLIGHTS WHEN INSULATION IS SCREWS O 24' O.C. SCREWS 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 WFIEN CUTTING STRIP WITH MASTIC AROUND DOORS.WINDOW5. 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 SCR EW5 SHALL BE NON-CORROSIVE (ZAC)FASTENERS IN COMPLIANCE WITH THE 25 YEAR GALVALUME WARRANTY BE USED. ------------ ----------------------- • - . • - L INSULATION FLASHING (FSI) ON INSULATION (OPTIONAL) ---- ---- -\_____\_- ----------- PURUN TOP OF PURUN. (OPTIONAL-SEE CONTRACT) 8 ' PURUN MASTIC SEALER TRANSLUCENT PANEL WITH INSULATION ROOF PANEL VENTS(INSULATION MAY BE SUPPLIED BY OTHERS) • SIDE VIEW OF CONTINUOUS RIDGE vE1v 1 S o- -°Z. RE.I s S h1T1.E TRANSLUCENT PANEL, • DRAYM BY RIDGE VENTS. INSULATION - - - _ _ - - - - - - �FZ.OxZD1i SUBJECT - - - • - .- - - - - - - - - - • - - - - - - - - - - - - - CHECKED BY PI2.T-FSB.Z2�TC. - - - - - - - - - - - - - • - - - - - - - - 2907 S Sogaito St Tampo,FL 33819 JOB NUMBER (813)247-3934 DRWG.STD-9 owtaER SHT. 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