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HomeMy WebLinkAbout39450 SOUTH AVE (9) EAVE STRUT B n N B PURUN — — -- ----------------- --- 1 p I :X BOLT BOLT if' NUT —— A-------- ------ ---------------- • p i 8 PURUN ZINC PLATED 1 8 ' PURUN _ 1 --- -- --- -- --- --- L• SP CE P . - - CP-7 • • / �� - -- WASHER --- -f - -- EAVER ON"B B"AME B ACE (EFB ) OX2 HSB/WASHER PER SECTI - 1-9 ,2-6 .3-3 1-9 ,2-6 .3-3 FRAME BRACE (FB-)�qp ME ) 'fX14' BOLT RI+1?FRA RAFTER ONE SIDE (TYP. ,� SHORT-LAP DETAIL LONG LAP DETAIL INTERIOR FRAME BRACE e " PURUN B SECTION'A-A'PLAN EAVE STRUT 7 ' EAVE STRUT F IJPURUN SINGE PORTAL J-02"BOLTS W/PWP t 1 1 DOUBLE PORTAL j-0X2 ' BOLTS DGE FRAM PWP- LARGE WASHER 1 1 1 1 W/1- OX2' BOLT FOR ' - : .: •..- _ _._ - - NGLE PORT r 1 Ie4"PURUN ----- -- 1 RIDGE COLUMN M p LICE PLATES 6- 'fX1BOLT f X 2 A325 W/WASHER SPLICE PLATES • y COLUMN nBn W/WASHER PER LAP " � FRAME BRACE PORTAL COLUMN i'f X 2 ' HSB W/WASHER IF REQ'D M 1 ONE SIDE ) 4 p FRAME BRACE INTERIOR SPLICE CONNECTION SHORT-LONG-LAP DETAL (o(NE SIDE) PORTAL COLUMN DETAIL INTERIOR SPLICE CONNECTION . . 7 'X14GA. EAVE STRUT I Ii iJ RAKE ANGLE 5X2X16GA j SEE ANCHOR BOLT PLAN ( TE FASN W/214 HEX- - ------ 8 'PURLIN ENDWALL RAFTER HEAD SCREWS PER PURUN — — —— 1. (ERA ) FOR SIZE OF ANCHOR BOLTS 2—j"f X14 BOLT & REACTIONS. • . W/WASHER AT STRUT PURUN ONLY = 7�' EAVE STRUT _ _ ____ 8 PU RUN (4) -• \ X1 BOS .�'fXt "BOLT W/WASHER�W/WASHER 1. 1. i"fX24'A325 BOLTS RIDGE FRAME RAFTER 82 qRT 84 2—j'0 X2-A325 BOLT W/WASHER BOLTS W/W SHER-7 W/WASHER — EAVE FRAME BRA (ER ) ENDWWLL (p 7 4-4-ox ENDWALL A CORNER CE COL MN (HECC—) c2 An "A" 2—+'0X1 •GR.5 BOLT 1.-0 ' COOLUUMN(ETERRIOI ENDWALL COLUMN & BEAM SPLICE SLPICE PLATES 4/12 SLOPE " ENDWALL RAKE DETAIL GALVANIZED j w 4-4'f X1j• ;"fXZ "A325 BOLTS EYEBOLT GR.5 BLACK BOLTS t 8 ' 3• 71"EAVE STRUT - ENDWALL RAFTER HILLSIDE WASHER FRAME COLUMN ( ER1- ) (LCC- ) FlN.FLOOR COLUMN OR RAFTER BRACE CABLE ASSEMBLY \l7j' STRUT ( BC S- ) FOR 1 EAVE FRAMING DETAIL SHEAR PLATE (SPL) BC6- ) FORT INSIDE OF STRUT AS REQ'D. ' HILLSIDE WASHER BC ) FOR SPLICE PLATES J ('fXtl' AI CABLE OVERALL - �CK + 4' '/ X1 �� BOLTS W/WASHER J'OX23"A325 "øX 23' BOLT W/WASHER BOLTS A325 BOLTS W/WASHER ALVANI EYEBOLT CP-7 W/WASHERS CUP SHEAR PLATE DETAIL COL COLUMMN (ECC- )N CORNER NUT& WASHER COLUMN OR RAFTER• ENDWALL COLUMN&BEAM SPLICE BRACE CABLE DETAIL 1/12 SLOPE MK - REVISIONS DATE SCALE - TITLE GENERAL DRAWN BY STANDARD ERECTION DETAILS 1. ALL 3/40—A325 BOLTS SHALL BE P'LORZDA TIGHTENED AS PER A1SC— 'TURN OF CHECKED BY PRE-FAB,uvC. SUBJECT - -• - - - - - - - - THE NUT METHOD• ( - - - - - - - - 2907 S Sogosto St - Tompa,FL 33619 B13)247-3934- - DRWG.STD-1 •,,,\ FILENAME - - - - OWNER SF-IT. OF _ - L . - - - - - - - - - - - - - - - Irl I!�1 I I`.1, - '.4_ :3: 'C. 'r •'`t :�1: 1 '�i:- lad I •\' 1 ;� 1 - _ • _ - '� :v.�.�a�. .y3ic�s�=�s>. � - - - ti. mil,�-1=.S'.. Icr� �a�>,ts�--�1=•I �.=.aC'�1 — —_ - — Page is too large to OCR. 6 OF MASTIC O PANEL LAPS 0 EAVE ONLY 3'-0' STITCHING-#14xi' SELF-TAP SCREWS 0 24' O.C. INSIDE CLOSURE STRIP ROOF PANEL (MASTIC TOP & BTTM. MASTIC 0 PANEL LAPS ROOF-#14XJ' SELF-TAP 2'O.C.AT 2 FOR -10 1'-0' 1'-0' 0' O.C.SELF-DRILL SCREWS 0 12-INTERMEDIATE PURUNS-#12x1 ' SHEETED IN 12 USE CLOSURE STRIP WS 4' ' ' BUILDINGS ONLY.) AT EAVE TO SEAL MASTIC SEALER (ROOF ONLY) / SCREWS GLF FLASHING ON EXPOSED SIDE OF RIB 2' 8' S. 2'GUTTER-FASTEN TO RIVETS AT 24 #12x1i' SCREWS O 6' O.C. O ENDS OF PANELS WALL-COLOR POP 6 LAPS AT EAVEPONLY •Ia ALL ROOF SCREWS MATCH PANEL COLOR ROOF = ' O.C. PANEL W/#14xi' UNP. MASTIC SCREWS 0/2' O.C. ' BEARING RIB # ROOF PANEL DETAIL CORNER BOX (RFB- ) FOR RATING STITCH SCREWS ARE FASTENED 0 20' O.C FLORIDA RIB PANEL SHOWN CORNER FLASHING (CF-1) RIB STITCHING DETAIL, SIDEWALL PANEL STITCHING (COLOR POP RIVETS) 24- O.C. ALONG SIDELAPS. FASTEN W/#14x ' 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' 6. 4• 8 4' #14xi' SELF-TAP SCREWS DIE-FORMED RIDGE CAP #12x1' SELF-DRILL SCREWS 0 6' D.C. 0 ENDS,OF PANELS O 24' O.C. o :DELAPS (STANDARD) WITH MASTIC ROOF FASTENING E ANELS EALER UNDERNEATH •'.r SIDEWALL SCREWS do POP - - #12x1}' SELF—DRILL SHALL BE PANEL COLOR. SCREW p• 12' D.C. P aG9D RIB SIDEWALL AND ENDWALL PANEL DETAIL RIVETS INTERMEDIATE • 6' O.C. SPACING FLORIDA RIB PANEL SHOWN #12x1}' SELF-DRILL 0 ENDS OF PANEL SCREWS 0 6' O.C. ROOF PANEL RAKE FLASHING 1'_p' 1•-p• 1•-p' (FASTENING) #12X1 SELF-DRILL GLF AT 12' O.C. #14xj' SELF-TAP SCREWS O 12' O TO HANG GUTTER - = POP RIVETS RAKE ANGLE 0 24' O.C. GUTTER L5x2x16GA STITCHING POP RIVETS AND SIDEWALL _ I _ I SCREWS SHALL BE PANEL COLOR SIDEWALL PANEL ; I (13) POP RIVETS SIDEWALL AND ENDWALL PANEL DETAIL 8j' PURUN I I ! GUTTER SEAL LIP I ( REVERSE PANEL SHOWN ) DIE-FORMED RIDGE CAP (TYP.) END WALL RAFTER ( I (STANDARD FOR J:12 CP-2/CP-3 #14x ' SELF-TAP SCREW THRU 4:12 PITCHES) SEE STD. 2 I MASTIC SEALER O \ (TO BE USED iTif 11111 I GUTTER LAP DETAIL #12X1' SELF DRILL SCREW UNDER RIDGE CAP) I I I I I I I - - ,/-ROOF PANEL • '' RIDGE CAP WALL STITCHING I ± I COLOR POP RIVETS I ' I ENDWALL PANEL , O 24' O.C I I j I I I PURUN I 11111 11111 I } RIDGE LAP DETAIL HI III 11111 I I+ I I ```�� MASTIC ROOF PANEL GENERAL NOTES II I I \` 1. ALL ROOF PANEL SIDELAPS AND ENDLAPS SHALL HAVE A CONTINUOUS STRIP OF _ CORNER COLUMN j I GLF RAKE FLASHING MASTIC SEALER. WALL FASTENING ' I , 81' GIRT I I ! } 2 ALL GUTTER ENDLAPS, OUTLETS AND END #12Xi ORLFCREILL I I ` SEAL APS SHALL COVERAGE PER 5 OZ. TUBE.)) COLOR SCREWS _i" , , } I I CAN: CP-2 CUP ( :. " CROWD OR STRETCH PANELS SLIGHTLY AS ' (TIP.) I ENDWALL PANEL NECESSARY TO MAINTAIN 3'-0 COVERAGE PER PANEL PANELS MUST BE INSTALLED + I I I I I SQUARE WITH BUILDING FRAME AND 3'-0' NET COVERAGE MUST BE HELD FOR PROPER ' I BASE ANGLE FIT OF TRIM. L2x2x14GA -" 3 gyp• RAKE CAP (RFC- ) FASTEN WITH CAUTION: (2) COLOR #14xj' 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 RUNGS BEFORE GUTTERS HAVE BEEN If1SAU.ED. 13'x1' SHEETING GROOVE (Sit.) . MK REVISIONS DATE OWN CKD _ _ _ SCALE TITLE 7N DRAWN BY �FLORmg SHEETING PLAN,o-L -o-L - - - - - - CHECKED BY SUBJECT SECTIONS AND DETAILS - - 2907 S.Sagwto SL Tampa FL 33619 JOB NUMBER - - (813)247-3934 DRWG.STD-3 - - - RLENAME CUSTO - - SHT. OF - - - - _ - _ '_ _ _ _ __ � , ,, •d. ji,I a",y4. � _._.t�y LLyi 4.X11_, 4. J.. II �vt-:z ll I 1'�Lf '�- 1 Ilg u ( L1} - i 1 IJ._Zb 1I:" '• - - - _ _ RY BAY SPACING 4 WEDGE ANCHORS WALL PANEL rTALLY do ERECTION DWG ELS AS PER (NOT BY FPF) 1' X 4' TR. WOOD STRIP / - REINFORCED FILLED CELL LJ u SOLID W/ CONCRETE FIELD MAKE HOLES IN GIRT COLUMN 8 . ZEE TOP OF MASONRY WALL 81. ZEE FOR (2) s4'0 x 1j'BOLTS'' I \ I \\ 7 I / ! M '1!t' ','1 1JI11ll RE—BAR B DOOR HEADER O �!"',' ~ SEE .T=. �:_ NOTE#2 MDF FLASHING B FACTORY BIDSL (SHORT LAP) CUT GIRTS BZDLL lflhI HEAD FLASHING (LONG LAP) C C B WDF(FRONT C M SHOP WELDED CP-4 CLIP II HDF (BEHIND) II MASONRY WALL r7 r7 I er OTHERS JSF FLASHING C C B C M PANEL ABOVE L2j'X2j•X14 GA. BIDSL (SHORT LAP) BASE ANGLE POP RIVETS SIDLL (LONG LAP) FACTORY / CUT GIRT ODJ FLASHING FIELD CUT PANELS i DOOR = DOOR SECTION"C-M" �AS NECESSARY �) JAMB c2 JAMB t COLUMN J( )D( ) J( )D( ) FRAMED OPENING JAMB TO TOP JAMB 83' ZEE I g OF MASONRY WALL DETAIL FLASHING I_I_I_I_\ DD ooJ/J II D \ ___ 11111 _ _ _ _ _ _ _ V ' ' _Is' DD D M e' BLOCK OVERHEAD DOOR TRACK DOOR WIDTH L2j'X2j'X14 GA DOOR WIDTH ODJ JAMB z _ utcD SHEETING AND FLASHING ELEVATION BASE ANGLE FLASHING t FRAMING ELEVATION© JSF (GROUT OR CAULK) FIELD MAKE HOLES IN GIRT DOOR JAMB 8j'X 14 GA CHNNEL TO FLOOR 8 ' ZEE 8j' X 14GA CHANNEL FIELD PAINT FLNGE _� CP-5 (SHOP WELDED) POP RIVET i 1 OF CHANNEL 1 WALL 8Z' ZEE ODJ JAMB u n PNEL L OVERHEAD DOOR TRACK FIELD MAKE FLASHING SECTION D-M I - HOLES IN GIRT ---J CP-4 (SHOP WELDED) FRAMED OPENING JAMB TO FLOOR.DETAIL #12X1 'sELF DRILL scREw 1•-0. 0/C ® DOOR HEADER = FOR BUILDINGS WITH MASONRY WALLS ET PANEL) B • CHNNEL (POP RIVET TO PANEL) � _ HDF FLASHING CP-5 (SHOP WELDED) (POP RIVET TO CHANNEL)WALL PANEL CP-4 (SHOP WELDED) WALL PANEL POP RIVET DOOR JAMB L----J 3'OX1i' BOLTS #12 X 1 SELF SECTION"C-C" DOOR JAMB 8 ' CHANNEL W/NUT& WASHER DRILL SCREW O DOOR HEADER V-0' 0/C ® 8j' X 14GA CHANNEL SHOP WELDED CUP e ' CHANNEL (HIGH RIB PANEL AT JAMB) 8' BLOCK 5. WDF 0•_�8 11. FLASHING DOOR JAMB POP RIVET 8 _ HDF FRIVETNc a ' 2EE B X 14GA CHNNEL POP wvET FRAMED OPENING HEAD DETAIL(POP RIVET TO CHANNEL) JAMB BASE ANCHOR ODJ JAMB .�•0X1j' BOLTS BASE ANGLE FLASHING FOR BUILDINGS WITH MASONRY WALLS W/NUT& WASHER ODJ JAMB 2 'X2 'X14 GA SHOP WELDED CUP FLASHING ® RAMP DOOR JAMB J( )D( ) B - CHANNEL X 14GA GENERAL NOTES: SECTION"B-B" PIN GRIPS 36 t 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 L JSF 2. SLIT PANELS 1 1/2' BEYOND JAMBS AT ENDS SECTION"C-C" `SECTION"D-D" OF DOOR HEADER, INSTALL HEADER FLASHING TO THE END OF THE SLITS , - (FLAT OF PANEL AT JAMB) JAMB DETAIL AT BASE AND GUTTER SEAL. MK - REVISIONS DATE DWN CKD - - - - SCALE TITLE - GENERAL DESIGN NOTES FRAMED OPENING 1) FRAMED OPENINGS SPECIFICALLY DESIGNED FOR OVERHEAD DOORS AND SUPPLIED BY OTHERS �7F'LORZDA f SHALL BE ITEMIZED IN THE ACCESSORY SCHEDULE OF F.P.F. JOB PLANS. 04EC(ED BY PRF�FgB,ZNC. SUBJECT 2907 S.Sagaeta St. Tampa,FL 33619 JOB NUMBER 2) OVERHEAD DOORS SHALL BE DESIGNED TO MEET THE WIND LOAD REQUIREMENTS OF (813)247-3934 DRWG.STD-4 COMPONENTS AND CLADDING AND WIND BORNE DEBRIS REGIONS AS SPECIFIED IN SECTION 1606, Fll FP1AME _ LU M L AND SHALL MAINTAIN THE INTEGRITY OF AN ENCLOSED BUILDING. DwNER SHT. OF r L j 81' ZEE o • PANEL NOTE: GIRT HEIGHT JAMB EXTENSION LIMIT-B'-0' • 81' ZEE 61. ZEE DOOR JAMB DOOR JAMB POP RIVET I ` I DOOR HEADERS c HEADER FLASHING POP RIVET FIELD CUT RIB----� f DOOR ` I , LDOOR HEADER I o \\�\\ L " I � JAMB FLASHING LINE OF CONCRETE I o (WDF/JSF) PANEL JAMB FLASHING PANEL LINE OF CONCRETE (WDF) P DOOR JAMB OP RIVET • SECTION THRU HEADER SECTION THRU JAMB SECTION THRU JAMB (HIGH RIB OFFSETS) (HIGH RIB AT FLASHING) DOOR FRAME ASSEMBLY 81. ZEE FIELD DRILL FOR 2 (2) J'0 BOLTS A 81• JAMB EXTENSION WALL PANEL - - f - DOOR HEADER F HEADER FLASHING FIED CUT ZEE HEADER FLASHING NOTCH (WDF1 FIT INSIDE FRAME _(WDF) II II II co II A°'all�r I( OF ZEE DOOR PANEL WALK DOOR it II II T` I JAMB FLASHING - -DOOR JAMB _ METAL DOOR (WDF /w JSF) (REVERSIBLE) F FIELD CUT GIRT IIII FOR DOOR OPENING BUMPER THRESHOLD FINISHED FLOOR w• L II II II FINISHED FLOOR N e- [ T _____________ I SHEET GROOVE CUTOUT PANEL ELEVATION SECTION A-A TACK w� SHEET GROOVE A (RH) RIGHT HAND SHOWN. (BOTH SIDES) DOOR HAND SHALL BE DETERMINED 3'-0' vt(M) OWEDGE ANCHORS BY FIELD INSTALLATION. 8' BLOCK BY OTHERS FRAMING ELEVATION EXTERIOR ELEVATION OF DOOR •: :: PERSONNEL DOOR SPECIFICATION E • DOOR PANELS SHALL H 3'-O' X 7-0 X 1� CONSTRUCTED GENERAL NOTES 4 DOOR JAMB OF 20 GAUGE STEEL SHEET OVER A ONE PIECE POLYSTYRENE CORE. DOOR FRAME SHALL BE FABRICATED FROM 16 GAUGE COLD ROLLED STEEL • • • 2 ANGE JAMBS ACCORDNG TO REQUIRED SWING, THEN FASTEN HEADER TO JAMB. • HARDWARE SHALL INCLUDE (3) ( ) 4}' X 4}' STANDARD WEIGHT HINGES AND LOCATE AFTER ASSEMBLING FRAME, PLACE IN POSITION, SQUARE AND PLUMB, HANG DOOR PAND_ A GRADE 2 LEVER TYPE LOCKSET WITH ASA STRIKE. 4 FASTEN DOOR FRAME AND JAMB EXTENSION TO GIRTS BY USING SCREWS OR TACK @'F_LDINGJ E CONCRETE MASON TO SEAL - DOOR PANELS AND FRAMES FURNISHED BY FPF SHALL BE MANUFACTURED BY ` 5) FASTEN BOTTOM OF DOOR JAMBS WITH 3'0 WEDGE ANCHORS. -, DOMINION BUILDING PRODUCTS, AMSCO MANUFACTURING DIVISION 6 INSTALL THRESHOLD AND DOOR HARDWARE • FIELD PAINT DOOR JAMB 6949 FAIRBANKS N. HOUSTON HOUSTON. TEXAS 77040 7; FLASH ACCORDINGLY. DOOR JAMB WITH MASONRY WALLS DETAIL PHONE NUMBER (713) 466-6790 - - MK - PREVISIONS DATE DWN CKD SCALE - : TITIF -- - -STA4VAW . -( _- -- DRAWN BY 3070 REVERSIBLE FRAMELESS DOOR P'LORIDg - - - - - - - CHECKED BY PRFiFHB,XWZ. SUBJECT SECTIONS&ELEVATIONS- . i _ 2907 S.Sagauta SL Tampa.FL 33619 JOB NUMBER (813)247-3934 DRWG.STD-6 =- - FILENAME _WNER SHT. OF !: it • [_ •!_L.. i i 1 ' - f�� i �r E� >,�• a 1=ems_ — •ate;.►. - i - - 11 _': Li. ,- ; �« =..r- = - - - ROLL BACK INSULATION AT ENDS 10'-0' RIDGE VENT. COLOR TO MATCH ROOF. INSIDE CLOSURE ENDS PANEL STRIP 7J'EAVE STRUT FIBERGLASS INSULATION 3•-0* (SEE CONTRACT FOR THICKNESS SEE ERECTION DRAWINGS FOR AND ERECTION DRAWINGS FOR JOB REQUIRMENTS AND USAGE GUT1ER_l( JOB REQUIREMENTS.) #14XJ' SELF-TAP SCREWS RIDGE VENT COMES WITH OR WITHOUT AT 1-0' O.C ON HIGH RIBS AMPERS;DAMPER IS SHOWNROOF PANEL SEE NOTE #5 (SPECIFY ON CONTRACT) GLF RAKE FLASHING MASTIC SEALER ABOVE do BELOW ROOF PANEL ——————— INSULATION J 81' PURUN INSULATION FACING L _ OUTSIDE CLOSURE STRIP. SEE CONTRACT) DOWNSPOUT ----------------------- - - CP-7 RIGID FRAME 5'X2'X76GA.RAKE ANGLE USE STARTER ROLL(48') AT BEGINNING, SUCH THAT THE ROOF PANEL LAP V-0' BEHIND INSULATION LAP. INSULATION FACING WALL PANEL WALL PANEL- (SEE CONTRACT) 9' THROAT LOCATE RIDGE VENT IN BAY SUCH DOG CHAIN FOR DAMPERS STANDARD THAT(3) RIDGE CAPS CAN BE OMITTED. I 4'-0' AT 6'-0 ABOVE FLOOR (48'STARTER 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 j #12x14' FASTENING SCREWS SELF-DRILL SCREWS #12 x 1Jr' SELF-DRILL I To PURUN o s' o.c. o scREws o r-0' D.C O 6 D STANDARD INSULATION SPECIFICATION _ ENDS ONLY. FACTORY PRE—CUT SEE NOTE #5 (SEE CONTRACT FOR NON—STANDARD SPECIFICATIONS) ROOF PANEL ROOF PANEL 1) DENSITY= .6*/cf MFM .� ROLL BAgC E RAFTER FLANGE INSULATION 2) VAPOR BARRIER- .0032 EMBOSSED WHITE VINYL FILM MASTIC SEALER ON F BOTH SIDES OF SCREWS 8J'PURLIN 3)'R' VALUE- R10 R13 R19 THICKNESS- 3' 4' 6' INSULATION FACING 4) UL RATING- FHC 25/50 ON COMPOSITE PRODUCT-FACING,ADHESIVE FIBERGLASS. (SEE CONTRACT) 8 ' 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 i 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 O 6' O.C. AT 1O'-0' 6' 1O'-0 VENT ' RIDGE 2) INSTALL ONE RUN OF OF INSULATION PRIOR TO EACH RUN PANELS. KEEPING INSULATION ENDS ONLY AND PANELS IN ALIGNMENT. #14XJ'O SELF-TAP \ / #14xØ SELF-TAP 3) INSULATION FLASHING SHALL BE FURNISHED FOR SKYLIGHTS WHEN INSULATION IS SCREWS O 24' O.C 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. F 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 t BOTTOM. 5) F.P.F. WILL NOT FURNISH INSULATION REPAIR TAPE FOR TEARS AND RIPS CAUSED DURING EE ERECTION. 4 -- - ---- 6) ALL ROOF SCREWS SHALL BE NON-CORROSIVE (ZAC) FASTENERS. IN NO CASE SHALL OTHER FASTENERS NOT IN COMPLIANCE WITH THE LASHING (FSI) ON INSULATION (OPTIONAL) :::::/---- -------- ---- ----------- PURLIN TOP OF PURUN. (OPTIONAL-SEE CONTRACT) TRANSLUCENT PANEL WITH INSULATION ROOF PANEL 81' PURUN MASTIC SEALER (INSULATION MAY BE SUPPLIED BY OTHERS) SIDE VIEW OF CONTINUOUS RIDGE VENTS 4 REVISIONS _ - - - - SCAI.E \ nom TRANSLUCENT PANEL, _- DRAWN BY RIDGE VENTS, INSULA11ON �FLQ I A. L _ SUBJECT - - - - CHECKED BY - - - PRE-FSB.II�TC. - E • ' - - - - - - - - - - - _ 2907 S.Sogado St Tampa,FL 33619 JOB NUMBER - (813)247-3934 DRWG.STD-9 - - _ _ - - FILENAME - CUSTOMER - - - DWNER SHT. 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