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HomeMy WebLinkAbout39400-39450 SOUTH AVEPage is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. /- EAVE STRUT 8 PURUN "B" 1/ a " ------------------ " " -- ------------------ --- ----------------- — I I ----_---- 3 3 ------- '0X1 ' BOLT • NUT — 9 ZINC PLATED ---j °`----------------- ---------------- 8�' PURUN I B�' PURUN _ ------ _SPLICE PLATE _ --- WASHER --- i '0X1j'BOLT/WASHER I 6—'"0X1 BOLTS • • ��' =i k=== nBr' W/WASHER PER (TWO SIDES) '0Xj" BOLT -- EAVE FRAME BRACE `OX1J' BOLT W/WASHER 4-a�" X1j' • • ( - ) W/WASHER BOLT W/WASHER ___ _______ ________Lt EAVE FRAME BRACE 0X2 " HS8/WASHER PER LAP SECTION"B-B" FRAME BRACE (FB-} ! SECTIOI` B-B BOLTLP FRAME RARER ONE SIDE (TYP.) i „B„ SHORT-LAP DETAIL LONG LAP DETAIL INTERIOR FRAME BRACE /8 " PURUN SECTION 'A-A'PLAN EAVE STRUT - 7�` EAVE STRUT - 8l' PURU trBrr 3" 1'-9',2'-6',3'-3" SINGLE PORTAL 'OX2'BOLTS w/PwP y yy DOUBLE PORTAL J"0X2 ' BOLTS IDLE FRAM II PV. - LARGE WASHER y l W/1-J"øX2' BOLT FOR •----------_--_ Iy yy PORTAL COLUMN I I I I SINGLE PORTAL RIDGE COLUMN I II II 6-J'0X1j80LT PUCE PLATES 3` II II II ORTAL ❑ "0 X 2 A325 W ASHER E SP0 X CE .PLATES ASHER PORTAL COLUMN II 'I I COLUMN W/WASHER PER LAP � ' FRAME BRAC_ 1" ,� /W IF RE0'D II II (I ONE SIDE FRAME BRACE INTERIOR SPLICE CONNECTION SHORT-LONG-LAP DETAL (ONES DE) PORTAL COLUMN DETAIL INTERIOR SPLICE CONNECTION -9� 74-X14GA. II EAVE STRUT RAKE ANGLE 5X2X16GA I _--_- --- -- 84"PURUN SEE ANCHOR BOLT PLAN (FASTEN W/2#14 HEX- ENDWALL RAFTER FOR SIZE OF ANCHOR BOLTS HEAD SCREWS PER PURUN 2-?0 X11- BOLT & REACTIONS. I (ER 1" I W/WASHER AT STRUT PURUN ONLY 72 EAVE STRUT -- _____ 8f PURUN - (4) BOLTS BOLTS W ASHER 4"0X1j'BOLT W/WASHER 1. n / W/WASHER B1` GIRT 61` 0X22 A325 BOLTS RIDGE FRAME RAFTER 2 2 ,I 2- "0 X2A325 BOLT W/WASHER -7 WENDWA/WASHER 4- 0X14" ENDWALL RAFTER EAVE FRAME BRACE (ER - ) L-,��-COLUMNLL CORNER (HECC-) 2-�"0X1j"GR.5 BOLT ,-o ` C ENDWALL INTERIOR / =1A "A" COLUMN (E - ) ENDWALL NDWALL COL & BEAM AM SPLICE SLICE PLATES ? 4/12 SLOPE ENDWALL RAKE DETAIL GALVANIZED w 4-1"0 X1 q"0X22'A325 BOLTS EYEBOLT 2 GR.5 BLACK BOLTS 74"EAVE STRUT ENDWALL RAFTER HILLSIDE WASHER FRAME COLUMN ( ER1- ) (LCC- ) FIN.FLOOR COLUMN OR RAFTER BRACE CABLE ASSEMBLY �7 ' STRUT ( BC5- ) FOR J"0 ( BC6- ) FOR 3- EAVE FRAMING DETAIL SHEAR PLATE (SPL) Cp-7 INSIDE OF STRUT AS RE0'D. HILLSIDE WASHER C I SPLICE PLATES J' (8C8- ) FOR 0 0X 2 CABLE OVERALL IrCMK + 4" BOLTS W/WASHER 80 A325 A325 BOLTS W/WASHER ALVANIZED BOLT W/WASHER CP-7 I W/WASHERS EYEBOLT CUP SHEAR PLATE DETAIL END WALL CORNER NUT & WASHER COLUMN OR RAFTER COLUMN (ECC- ) END WALL COLUMN&BEAM SPLICE BRACE CABLE DETAIL 1/12 SLOPE O-LO Z SCALE MK I REVISIONS I DATE DOWNCKD TITLE STANDARD ERECTION DETAILS GENERAL NOTES: DRAWN BY 1. ALL 3/40-A325 BOLTS SHALL BE �FLORZTfA SUBJECT TIGHTENED AS PER A1SC='TURN OF CHECKED BY PRFrFAB,Z1�TC. THE NUT METHOD" 2907 S.Sagasta St. Tampa, FL 33619 JOB NUMBER (813)247-3934 DRWG. STD-1 FILENAME CU ER DwNER SHT. OF 1'_s• MASTIC O 24,O.CR -ROOF PANEL 12 ROOF PANEL (2) 4"øX1i' DOWNSPOUT BRACKET "AN BOLTS ( SEE SCHEDULE BRIDGING CUP AT n ----r--------- ------ 4 I [CUP 8+j' PURUN 3+4'X5' CENTER OF BAYS P. DOWNSPOUT I URUN P / øXi1iS ' Bt` PURUN 1/12 CP—R1 ---- CP-11 4/12 CP—R4 ---- CUP / 8 ' GIRT_-- ---- FASTEN BRACKET TO PANEL #12x1 ' SELF—DRILL) d W/POP RIVETS FROM OUTSIDE SCREW O 12 O.C. B��RAFTER BOLT -- POP RIVET(2bx1jL5X2aX16GA. /WASHER GRADE 2 BOLTS W/ 2) 0X1GIRT WASHERSGR. 2 BOLTSE BOLTS (2) •bxiSIDEWALL PANELRIDGE BRIDGING DETAIL W/wA5"ERONE SIDE (TYPICAL) BOLTS UNLESS SHOWN OTHERWISE ON PLANS CP-11 CLIP DETAIL SECTION "A" SECTION THRU DOWNSPOUT OPEN ENDWALL 4:12 BUILDINGS "bxt�'BOLTS CORNER COLUMN EAVE STRUT SUPPORT ¢14X ' UNP. SCREW 1'-9' #14x ' UNP. LPEF— FOR :12 PITCH 1 ( CP-7 ) O 24' O.C. SELF-TAP SCREW BUILDINGS ONLY 14• c� 7j' EAVE STRUT ------ .4'bXtj' BOLTS MASTIC INSIDE CLOSURE STRIP ROOF PANEL 82 EAVE C'-2 I/ ' AVE SAVE HEIGHT —h— L5x2 "xi6GA SCREW 0 PURUN POINTS ROOF PANEL GIRT 2�" 6 ' t' ,� �bXt BOLTS q GUTTER STRAP � GLF RAKE FLASHING ___ O 36' O.C. J>n+ CUP CP-2 EAVE STRUT --- 8 ' PURUN ------- X'-4+' 1 ' I l �14X UNP. SELF—TAP (STRUT GAP FLASHING) • ^xN CUP CP-3 ------____ --- SCREWS 0 12' O.C. SGF— AT EAVE STRUT w I w_ I ----- ' -- --- JOINTS OMIT W/BLDG'S. Cp_3 -- ----- r #14 X PAINTED SCREWS I I i GUTTER (G— ) W/LPEF OF MEF-1 bXt — — O 12' ON CENTER ! FLASHING BOLTS g� OUTSIDE CLOSURE STRIP ! 4"b X 1j" BOLTS =_ ELEVATION EAVE GIRT FOR 1:12 & ,}:12 BLOCS. �f12x1i' SELF—DRILL PLAN VIEW (2) b X 2' BOLTS (4)POP RIVE f5 SCREW 0 6' O.C. "øX1 GRADE 2 BOLTS I CP-2/CP-3 EAVE GIRT CONNECTION is a CUT BOTTOM OF GUTTER ENDWALL CORNER ENDWALL RAFTER OR AND INSERT D/S OUTLET SAVE STRUT COLUMN (ECC- ) RIGID FRAME RAFTER DOWNSPOUT SIDEWALL II WALL PANEL SIDEWALL INTERIOR COLUMN PANEL !! II SIDEWALL GIRT ENDWALL GIRT (Ed) DOWNSPOUT 6 I ROOF PANEL I II ( BRACKET II SECTION THRU ENDWALL SCHEDULE II EAVE HEIGHT NO. REO'D ir, II 8a4" PURUN FASTEN PANEL TO PURUNS I, 10-16' 2 W/#72x1}' SCREW O 12' O.C. CORNER FLASHING ��I��, --------- 18-24' CF-1 �l ONE DOWNSPOUT BRACKET (4) j'0X1j' BOLTS _ CP-2 DOWNSPOUT BRACKET • SHAALL BERSUPPLIED AT POP RIVETS ENDWALL PANEL INSIDE CLOSURE STRIP DC 1 CUP S #12x1 ' PAINTED 2'x2'x6• ANGLE AT CORNER SCREWS g ' FASTEN W/#12x1" GUTTER STRAP 0 36 0/C DC-1 STRUT PU_____T CLIP DETAIL s" UNP. SCREWS #14X)" SELF—TAP SCREWS /-ROOF PANEL BASE CLOSURES SIDEWALL PANEL NOTE: / (OPTIONAL) SEE ALL BOLTS 1'bX1 'GRADE 2 UNLESS NOTED. 0 CONTRACT \\ BASE ANGLE POP RIVET FASTEN W/J"øX1 " PIN GRIPS CP-2 DETAIL AT CORNER e l GI1N DOWNSPOUT SPACING GUTTER (G- )� AVE STRUT 85'DOWNSPOUT ELBOW 8Ls 34'X5'DOWNSPOUT (DS) FINISHED FLOOR SPACER FLASHING-GSr RUNOFF WIDTH SPAGING RUNOFF WIDTH SPACING DOWNSPOUTS 15' 80' 55' 29' 4"bx1j"BOLTS � I 20' 64' 60' 27' CP-7 J _ 25' 54' 70' 24' "øX1 BOLTS GRADE 5 (BLACK) PAN PAN EL EL 4 TO O E ABOVE NOTCH 40' 38' 90' pAR 30' 47' 75' 23 : OPEN-WALL ELBOW RU r� 5E POST& BEAM ENDWALL 35' 42' 80' 22' N-DS Wr1pTM� 20' OR RIGID FRAME 45' 34 100' 18' GUTTER&DOWNSPOUT DETAIL NO REO'D. BLDG LENGTH 50' 32' 120' 16' LL WA D S SPACING NOTE DOWNSPOUT SPACING BASED ON RAIN INTENSITY— 10in/hr. 0 OPEN BAY GUTTER DETAIL SEE ERECTION PLANS(ROOF FRAMING PLAN) FOR DOWNSPOUT LOCATION & SEPARATION 0 ,Q _ 4--oZ • SCALE BENSONS DATE OWN I CKD TITLE DRAWN BY STANDARD ERECTION DETAILS ¶1111117E CHECKED BY PRE—FSH,Xwc--- SUBJECT gJP5.OTTER k DOWNSPOUTS 2907 S.Sogosto St Tampa. FL 33619 JOB NUMBER (813)247-3934 DRWG.STD.-2 FILENAME CUSTOMER _________________________________ J OWNER SHT. OF - m 6' OF MASTIC O PANEL LAPS 0 EAVE ONLY 3-0 STITCHING-#14x-3' SELF-TAP SCREWS 0 24 O.C INSIDE CLOSURE STRIP ROOF PANEL (MASTIC TE & BIN 12 MASTIC O PANEL LAPS rSC ENS AT 24 SELF-TAP 2• 1•-0• 1'-0'M. 0'-10' INTERMEDIATE PURUNS-#12x11 SELF-DRILL SCREWS 0 12 O.C. FOR SHEETED IN 12 USE CLOSURE STRIP MASTIC SEALER (ROOF ONLY 1 ` T BUILDINGS ONLY.) ED ,1 AT EAVE TO SEAL ON EXPOS SIDE OF RIB GLF FLASHING #12x11' SCREWS O 6' D.C. 0 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-3' UNP. -;✓ MASTIC SCREWS O 12 O.C. BEARING RIB *FOR UL90 RATING STITCH ROOF PANEL DETAIL CORNER BOX (RFB- ) SCREWS ARE FASTENED 0 20 O.C. FLORIDA RIB PANEL SHOWN SCORNER FLASHING (CF-1) RIB STITCHING DETAIL STITCHING (COLOR POP RIVETS) 24' O.C. ALONG SIDELAPS. SIDEWALL PANEL- FASTEN W/#14xj' SELF-TAP SCREWS 1'-0' 1- ' 1•-0' (FASTENING) INTERMEDIATE GIRTS-#12x1 SELF-DRILL SCREWS O 12 O.C. FLASHING DETAILS AT EAVE ROOF STITCHING 6' 4' #12x1' SELF-DRILL SCREWS O 6' O.C. O ENDS,OF PANELS #14x-3' SELF-TAP SCREWS DIE-FORMED RIDGE CAP 0 24' O.C. O SIDELAPS (STANDARD) WITH MASTIC ROOF FASTENING OF PANELS SEALER UNDERNEATH -la 7-#12x1_' SELF-DRILL SHALLW BELL SCREWS & POP RIVETS SHALL PANEL COLOR. SCREW I , 2'' 3'�0• MASTIC BETWEEN RIBS AT SIDEWALL AND ENDWALL PANEL DETAIL 12 O.C. PANEL SIDELAPS & ENDLAPS INTERMEDIATE E• O.C. SPACING FLORIDA RIB PANEL SHOWN #12xij' SELF-DRILL \\\ O ENDS OF PANEL SCREWS O 6' O.C. ROOF PANEL RAKE FLASHING 1'-0' 1'-0' 1'-0' (FASTENING) #12X1-3' SELF-DRILL GLF AT 12 D.C.' #14x-3' SELF-TAP SCREWS O 12. D.C. I �,� TO HANG GUTTER ! POP RIVETS / RAKE ANGLE ! O 24' O.C. GUTTER ( ' L5x2x16GA. t I STITCHING POP RIVES AND SIDEWALL i I SCEWS SHALL BE PANEL COLOR SIDEWALL PANEL I Ij I -- } (13) POP RIVETS SIDEWALL AND ENDWALL PANEL DETAIL CP-7 - L_8? PURUN I I I GUTTER SEAL ( REVERSE PANEL SHOWN ) I CUP '-ENDWALL RAFTER I I DIE-FORMED RIDGE CAP • (TYP.) , (STANDARD FOR +:12 ! I L / ,-(STANDARD 4:12 GP-2 CP-3 I 4 SELF-TAP SCREW PITCHES) SE STD. 2 II } (STITCH) MASTIC SEALER Ii I I I �� (TO BE USED 1 ! j ! GUTTER LAP DETAIL #12X17• SELF DRIB SCREW UNDER RIDGE CAP) t a I I I ROOF PANEL � � , j_ I I I j ! I j j I I RIDGE CAP WALL STITCHING I j I L COLOR POP RIVETS ( I I I I I I ENDWALL PANEL 8? PURUN 0 24' O.C. i I I I I RIDGE LAP DETAIL II II i � , II II MASTIC ROOF PANEL GENERAL NOTES: 1. ALL ROOF PANEL SIDELAPS AND ENDLAPS � ! � SHALL HAVE A CONTINUOUS STRIP OF T I -CORNER COLUMN I j GLF RAKE FLASHING MASTIC SEALER. WALL FASTENING 2. ALL GUTTER ENDLAPS, OUTLETS AND END #12x1' SELF-DRILL ! 8 ' GIRT ( T CAPS SHALL HAVE A }' BEAD OF GUTTER COLOR SCREWS SEAL (15' COVERAGE PER 5 Oz TUBE.) CAUTION: CP-2 CUP I I I i ,��" CROWD OR STRETCH PANELS SLIGHTLY AS NECESSARY TO MAINTAIN 3'-D COVERAGE t ` ! !, ENDWALL PANEL PER PANEL PANELS MUST BE INSTALLED 11 SQUARE WITH BUILDING FRAME AND 3'-0' NET COVERAGE MUST BE HELD FOR PROPER BASE _ FIT OF TRIM. L2x2x14GA. 3'�0' ! RAKE CAP (RFC- ) FASTEN WITH CAUTION: (2) COLOR #14x-3' 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 BEEN I ALL ). 1?xl SHEETING GROOVE (STD.) MK REIAS 0-45 DATE DWN CKD___ DRAM TITLE SHEETING PLAN lo 7 DRAWN BY �V _� CHECKED BY PR?%-FAS>11fTC. SUBJECT SECTIONS AND DETAILS 2907 5.Sa9asto St Tampa.FL 33619 JOB NUMBER (813)247-3934 DRWG.STD-3 FI ENAME CUSTOMER OWNER SHT. OF BAY SPACING J'O WEDGE ANCHORS WALL PANL FACTORYLLY E SHORT D PANELS AS PER (NOT BY FPF) 1' X 4' TR. WOOD STRIP REINFORCED FILLED CELL FIELD MAKE HOLES IN GIRT B ZLT C==��=� SOLID OPW/ CONCRETE COLUMN- I TOP OF MASONRY WALL\ /8 FOR (2) 4'0 x 1j' BOLTS >• / • RE-BAR DOOR HEADER II 0 SEE = NOTE MDF FLASHING B I FACTORY BZDSL (SHORT LAP) 111011 } CUT GIRTS BZDLL (LONG LAP) B HEAD( ING M SHOP WELDED CP-4 CLIP �{ HDF (BEHIND) II BY OTHERS C C B C M " JSF FLASHING PANL ABOVE - // MASONRY WALL /-L2,'X2,'Xl4 GA. POP RIVETS BZDSL (SHORT LAP) I I BASE ANGLE BZDLL (LONG LAP) FACTORT OOJ FLASHING (FIELD CUT PANELS�I CUT GIRT DOOR = DOOR SECTION"C-M" AS NECESSARY JAMB 2 JAMB' _____________________ COLUMN FLASHI J( )D( ) sI J( )D( ) I FRAMED OPENING JAMB TO TOP JAMB B . zEE I 0 I OF MASONRY WALL DETAIL D D o/JSF II D S D D D I M s' BLOCK OVERHEAD DOOR TRACK { DOOR WIDTH L 1 DOOR N1DTH ODJ JAMB SHEETING AND FLASHING ELEVATION L2�X2 'X14 GA. FLASHING BASE ANGLE FRAMING ELEVATION® B . ZEE G.C. TO SEAL FIELD MAKE (GROUT OR CAULK) /JAMB HOLES IN GIRT 64' ZEE Bj' X 14GA. CHRANNL I \ BX 14 GA. CHANN FIELD PAINT FLANGE TO FLOOR CP-5 (SHOP WELDED) POP RIVET 1 i 1 OF CHANNEL 82 ZEE - PANEL OVERHEAD DOOR TRACK FIELD MAKE OOOJ JAMB SECTION"D-M" I I CP-4 (SHOP WELDED) HOLES IN GIRT FRAMED OPENING JAMB TO FLOOR DETAIL Ij12x,4•SELF DRILL SCREW 1'-O 0/C © DOOR HEADER FOR BUILDINGS WITH MASONRY WALLS WDF FLASHING 8 CHANNEL(POP RIVET TO PANEL) HDF FLASHING CP-5 (SHOP WELDED) --T_ (POP RIVET TO CHANNCHANNEL)p 2 I I L----� CP-4 (SHOPWELDED) WALL PANL POP RIVET DOOR JAMB k� ,' ' X12 X 1 SELF SECTION"C-C7. 84' CHANNEL { 0X1 BOLTS DRILL SCREW O DOOR HEADER DOOR JAMB W/NUT& WASHER 1'-0' 0/C CHANNEL 8i' X 14GA. CHANNEL SHOP WELDED CUP WDF� I 8 ' (HIGH RIB PANEL AT JAMB) 8' -BLOCK o' 7 11 FLASHING � 8 HDF FLASHING DOOR JAMB POP RIVET (POP RIVET TO CHANNEL) B1. ZEE__\ X 14G4CHANNEL -'CHANNELP RIVET JAMB BASE FRAMED OPENING HEAD DETAIL PANCHOR ODJ JAMB IL 4'0Xl j' BOLTS BASE ANGLE THING FOR BUILDINGS WITH MASONRY WALLS W/NUT & WASHER ODJ JAMB BASE GA SHOPWELDED CUP FLASHING © RAMP DOOR JAMB J( )D( ) e�• CHANNL X 14GA. I GENERAL NOTES: ON SECTION "B-B" PIN GRIPS 36' -EDGE OF SLAB (NOTCH) 1. FIELD LOCATED DOOR FRAMING AS NOTED ON CENTER PLANS TO HAVE PANELS & GIRTS CUT IN FIELD. WALL PANLRIVETJSF POP RIVET 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 TiTLE DATE DWN CKD GENERAL DESIGN NOTES SCALE FRAMED OPENING DRAWN BY 1) FRAMED OPENINGS SPECIFICALLY DESIGNED FOR OVERHEAD DOORS AND SUPPLIED BY OTHERS MK REVISIONS FZ.ORIDA SUBJECT SHALL BE ITEMIZED IN THE ACCESSORY SCHEDULE OF F.P.F. JOB PLANS. CHECKED BY PRE-F88,INC. 2907 S. Sagaato SL Tompa, FL 33619 JOB NUMBER 2) OVERHEAD DOORS SHALL BE DESIGNED TO MEET THE WIND LOAD REQUIREMENTS OF (B13)247-3934 DRWG.STD-4 COMPONENTS AND CLADDING AND WIND BORNE DEBRIS REGIONS AS SPECIFIED IN SECTION 1606, FILENAME CUSTOMER AND SHALL MAINTAIN THE INTEGRITY OF AN ENCLOSED BUILDING. OWNER SHY. OF � I B . ZEE NOTE: GIRT HEIGHT PANEL JAMB EXTENSION L1MIT..B'-0' B zEE 81' ZEE Ii- DOOR JAMB DOOR JAMB ` POP RIVET T = _ I DOOR HEADERS HEADER FLASHING POP RIVET (WDF) CO FIELD CUT RIB- DOOR DOOR HEADER JAMB FLASHING PANEL L L1NE OF CONCRETE JAMB FLASHING (WDF/JSF) PANEL LINE OF CONCRETE (WDF) POP RIVET DOOR JAMB SECTION THRU HEADER SECTION THRU JAMB SECTION THRU JAMB (HIGH RIB OFFSETS) (HIGH RIB AT FLASHING) DOOR FRAME ASSEMBLY 81, ZEE FIELD DRILL FOR 22 (2) 4'0 BOLTS A f I �8 ZEE JAMB EXTENSION -i T WALL PANEL -- - ---- ---------- ----- DOOR HEADER -- - --- HEADER FLASHING FIELD CUT ZEE TI ' NJ HEADER FLASHING NOTCH-- (WDF) I [FIT INSIDE FRAME (WDF) I' I I I IFIELD_ II CUT PAN L; OF ZEE DOOR PANEIRNISHEDFLOOR WKDOOR • iI/I JAMB FLASHING _ DOOR JAMB - - - METAL DOOR- - - - (REVERSIBLE) FIELD CUT GIRT FOR DOOR OPENINGBUMPER THREScII I I (FINISHED FLOOR SHEET GROOVE CUTOUT PANEL ELEVATION SECTION A-A SHEET GROOVE A TACK WELD (R H) RIGHT HAND SHOWN. DOOR HAND SHALL BE DETERMINED (BOTH SIDES) BY FIELD INSTALLATION. 3'-O' �(2) 'OWEDGE ANCHORS 8' BLOCK BY OTHERS FRAMING ELEVATION EXTERIOR ELEVATION OF DOOR PERSONNEL DOOR SPECIFICATION DOOR PANELS SHALL BE 3'-0' X 7'-O' X 1E' CONSTRUCTED DOOR JAMB OF 20 GAUGE STEEL SHEET OVER A ONE PIECE POLYSTYRENE CORE GENERAL NOTES •f ` DOOR FRAME SHALL BE FABRICATED FROM 16 GAUGE COLD ROLLED STEEL 1) FIELD LOCATE DOOR, REMOVE AND CUT NECESSARY GIRTS IN BAY. •' HARDWARE SHALL INCLUDE (3) 44' X 44' STANDARD WEIGHT HINGES AND 2 ARRANGE JAMBS ACCORDING TO REQUIRED SWING, THEN FASTEN HEADER TO JAMB. A GRADE 2 LEVER TYPE LOCKSET WITH ASA STRIKE. 3j AFTER ASSEMBLING FRAME, PLACE IN POSITION, SQUARE AND PLUMB, HANG DOOR PANEL FASTEN DOOR FRAME AND JAMB EXTENSION TO GIRTS BY USING SCREWS OR TACK WELDING. CONCRETE MASON TO SEAL DOOR PANELS AND FRAMES FURNISHED BY FPF SHALL BE MANUFACTURED BY 5) FASTEN BOTTOM OF DOOR JAMBS WITH J'0 WEDGE ANCHORS. DOMINION BUILDING PRODUCTS, AMSCO MANUFACTURING DIVISION 6) INSTALL THRESHOLD AND DOOR HARDWARE. FIELD PAINT DOOR JAMB 6949 FAIRBANKS N. HOUSTON 7) FLASH ACCORDINGLY. HOUSTON, TEXAS 77040 DOOR JAMB WITH MASONRY WALLS DETAIL PHONE NUMBER (713) 466-6790 t -4 - o REVISIONS DATE OWN CKD SCALE TITLE �$TAACN/PO DRAWN BY 3°7° REVERSIBLE FRAMELESS DOOR CHECKED BY PRI'irFg]F3s ZATC:- SUBJECT SECTIONS&ELEVATIONS 2907 S.Sagosta St. Tampa,FL 33619 JOB NUMBER (813)247-3934 DRWG.STD-6 FILENAME CUSTOMER OWNER SHT. OF ROLL BACK INSULATION AT ENDS 10'-D" RIDGE VENT; COLOR TO MATCH ROOF. INS@E CLOSURE ROOF PANEL 3'-0 STRh ' 7 "EAVE STRUT FIBERGLASS INSULATION (SEE CONTRACT FOR THICKNESS SEE ERECTION DRAWINGS FOR AND ERECTION DRAWINGS FOR JOB REQURRMENTS AND USAGE. JOB REQUIREMENTS.) #14X SELF-TAP SCREWS j RIDGE VENT COMES WITH OR WITHOUT GUTTER-:' O.C. ON HIGH RIBS. ( AMPERS DAMPER IS SHOWN AT 1'-0" OOF PANEL SEE NOTE #5 '' (SPECIFY ON CONTRACT) -___ __ _ GLF RAKE FLASHING _ MASTIC SEALER ABOVE k BELOW ROOF CLOSURE STRIP. PANEL INSULATION � 1 8 " PURUN--� INSULATION FACING DOWNSPOUT 1 CP-7 _ _�—OUTSIDE CLOSURE STRIP. ————————————— SEE CONTRA———— —- — I RIGID FRAME a 5'X2'X16GA.RAKE ANGLE USE STARTER ROLL(48) AT BEGINNING, SUCH THAT THE ROOF PANEL LAP 1 1'-0' BEHIND INSULATION LAP. INSULATION FACING W,� 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. 4'-0' 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 #12x1" FASTENING SCREWS SELF-DRILL SCREWS #12 x 1 j" SELF-DRILL O 6" O.C. TO PURUN a 6" D.C. a SCREWS 0 1'-0" O.C. _ _ STANDARD INSULATION SPECIFICATION ENDS ONLY. FACTORY PRE-CUT SEE NOTE #5 (SEE CONTRACT FOR NON-STANDARD SPECIFICATIONS) ROOF PANEL ROOF PANEL ROLL BACK 1) DENSITY= .6'/cf INSULATION 2) VAPOR BARRIER= .0032 EMBOSSED WHITE VINYL FILM RAFTER FLANGE MASTIC SEALER ON BOTH SIDES OF SCREWS 8j"PURUN 3) 'R" VALUE= R' R13' R19 THICKNESS= 3' 4 4' 6" INSULATION FACING INSULATION 5 4) UL RATING= FHC 25/50 ON COMPOSITE OR SITE PRODUCT-FAaNG,ADHESIVE,FlBERGLASS. (SEE CONTRACT) 8j' PURUN RAFTER FLANGES FLAME SPREAD 25 LESS;SMOKE DEVELOPED 50 OR LESS. PURLIN DETAIL ) FEDERAL SPECIFICATION HH-1-558B TYPE 1,CLASS 6 (SEE ROOF FRAMING PLAN FOR LOCATION) SAFETY NOTE: SKYLIGHT INSTALLATION IT IS STRICTLY FORBIDDEN TO WA I 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 14" SELF-DRILL 3'X1`' TRANSLUCENT PANEL SCREWS 0 6" D.C. AT 10'-0" 6' 10'-0" RIDGE VENT 2) INSTALL ONE RUN OF INSULATION PRIOR TO EACH RUN OF PANELS, KEEPING INSULATION ENDS ONLY IAND PANELS IN ALIGNMENT. 7914x4 ScLF—TAp14x "0 SELF—TAP _— 3) INSULATION FLASHING SHALL BE FURNISHED FOR SKYLIGHTS WHEN INSULATION IS SCREWS 0 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. 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. _. .. : - ,,�,. ��•y._ ti yr, 6) ALL ROOF SCREWS SHALL BE NON-CORROSIVE (ZAC) FASTENERS. ------- IN NO CASE SHALL OTHER FASTENERS NOT IN COMPLIANCE WITH THE 25 YEAR GALVALUME WARRANTY BE USED. TOP OF PURLIN. (OPTIONAL-SEE CONTRACT) INSULATION FLASHING (FSI) ON INSULATION (OPTIONAL) ---- ---- -------- ---- ----------- 84" PJRLIN TRANSLUCENT PANEL WITH INSULATION ROOF PANEL 8 PURUN MASTIC SEALER (INSULATION MAY BE SUPPLIED BY OTHERS) SIDE VIEW OF CONTINUOUS RIDGE VENTS REVISIONS SCALE TITLE TRANSLUCENT PANEL, DRAWN BY RIDGE VENTS, INSULATION FIARIDg SUBJECT •�•� CHECKED BY pgTarFS >Z11TC. - 2907 S Sagunto SL Tampa,FL 33619. JOB NUMBER (813)247-3934 DRWG.STD-9 FILENAME CUSTOMER OWNER SHT. OF Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. EAVE STRUT 8j" PURUN 1131 -------------------- ------------------ " j" -- ----=------------;UP -�;--- II I I --------- ------- 3 3 0X1 BOLT 0" NUT • • --- -- II ' 8 " PURUN - ZINC PLATED II 81" PURUN ---- ---- -- -- --- •WASHER --------"OX,i"BOLT/WASHER 6-j"0X1 j"BOL WASHER PE (TWO SIDES) 110X BOLT ---� --- EAVE FRAME BRACE 2"0X1 j" BOLT W/WASHER 4- "0X1 - • • W/WASHER BOLT W/WASHER EAVE FRAME BRACE (EFB-) i"OX2 " HSB/WASHER PER LAP SECTION"B-B" 1'-9",2'-61'- • FRAME BRACE (FR-) "øX1 " BOLT � I FRAME RAFTER ONE SIDE (TYP.) B„ SHORT-LAP DETAIL LONG LAP DETAIL SECTION'A-A'PLAN EAVE STRUT INTERIOR FRAME BRACE 8 " PURUN $7, STRUT _ nBrr 8 PURUN 3" 1'-9",2'-6",3'-3" SINGLE PORTAL j"0X2"BOLTS W/P DOUBLE PORTAL "øX2 " BOLTSRIDGE FRAME II PWP- LARGE WASHER - II - PORTAL COLUMN SINGLE 0X2" BOLT FOR I 8 "PURUN I . III SINGLE PORTAL _ _PUCE PLATES J" IDGE COLUMN6-j`0X1jBOLTII p I ORTAL "B" W/WASHER PER LAP "0 X 24" A325 W/WASHER SPLICE PLATES " II II II COLUMN FRAME BRACE 4"0 X 2j" HSB W/WASHER PORTAL COLUMN II II II ( ONE SIDE ) IF REQ'D II II II 4 I FRAME BRACE INTERIOR SPLICE CONNECTION Jvir - SHORT LONG-LAP DETAL (FR- > PORTAL COLUMN DETAIL (ONE SIDE) - INTERIOR SPLICE CONNECTION 74"X14GA. II EAVE STRUT II RAKE ANGLE 5X2X16GA 8j "PURUN (FASTEN W/2#14 HEX- -------- - ENDWALL RAFTER SEE ANCHOR BOLT PLAN HEAD SCREWS PER PURUN 2-j"0 X14' BOLT (ER4- ) FOR SIZE OF ANCHOR BOLTS & REACTIONS. 7 " EAVE STRUT W/WASHER AT STRUT PURUN ONLY PURUN ------ -- -- -- BOLT" (4) BOL RIDGE FRAME RAFTER 8 4"0 X1 �W/WASHER ₹"0X14"BOL1 W/WASHER BOLTS W/WASHER GIRT 8 "0X2 "A32 5 BOLTS (LRC- ) 2- "0 X2"A325 BOLT W/WASHER CP-7 8 W/WASHER 4-4"0X14" ENDWALL RAFTER ENDWALL CORNER EAVE FRAME BRACE (ER - ) COLUMN (CORNER Arr 2- 10x, •GR.5 BOLT 1._D » COLUMN INTERIOR ENDWALL COLUMN & BEAM SPLICE SLPICE PLATES 4" 4/12 SLOPE ENDWALL RAKE DETAIL 4-4"0 X1j" i"OX2j"A325 BOLTS GALVANIZED GR.5 BLACK BOLTS EYEBOLT 1 8 3• FRAME COLUMN 74"EAVE STRUT ENDWALL RAFTER HILLSIDE WASHER (LCC- ) FlN.FLOOR COLUMN OR RAFTER STRUT BRACE CABLE ASSEMBLY TT ( BC5- ) FOR ^+PI EAVE FRAMING DETAIL �Z SHEAR PLATE (SPL) ( BC5- ) FOR 4"0 INSIDE OF STRUT AS REQ'D. HILLSIDE WASHER SPLICE PLATES 4-3"0X1 A325 "0X 2 " " CABLE(OVERALLBC8- ) FOR FCMK + 4" "0 Xt BOLTS W/WASHER BOLT W/WASHER CP-7 BOLTS A325 BOLTS W/WASHER GALVANIZED CLIP W/WASHERS EYEBOLT COLUMN (ECC- SHEAR PLATE DETAIL END WALL CORNER NUT & WASHER COLUMN OR RAFTER } ENDWALL COLUMN&BEAM SPLICE BRACE CABLE DETAIL 1/12 SLOPE MK REVISIONS DATE OWN CKD SCALE GENERA 3s: STANDARD ERECTION.DETAILS 1. ALL ALL 3/4"0-A325 BOLTS SHALL BE DRAWN BY FLORIDA TIGHTENED AS PER A1SC- "TURN OF CHECKED BY PRE_FgB,IIVC_ SUBJECT THE NUT METHOD" 2907 S. Sa gasto St. Tompa, FL 33619 JOB NUMBER (813)247-3934 DRWG. STD-1 FlLENAME CUSTOMER OWNER SHT. OF 6" OF MASTIC 0 PANEL LAPS 0 EAVE ONLY 3'-0" STITCHING-#14xi" SELF-TAP SCREWS ®24" O.C. INSIDE CLOSURE STRIP ROOF PANEL (MASTIC TOP & BTTM. MASTIC ®PANEL LAPS ROOF-#14Xi" SELF-TAP SCREWS AT 24" D.C. 2- 1'-0" 1'-0" 0'-10" -INTERMEDIATE PURLINS-#12x1 FOR SHEETED IN 12 USE CLOSURE STRIP3" SELF-DRILL SCREWS 0 12" O.C. AT EAVE TO SEAL BUILDINGS ONLY.) MASTIC SEALER (ROOF ONLY )ON EXPOSED SIDE OF RIB GLF FLASHING 2" #12x1" SCREWS 0 6" O.C. 0 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/#14xj" UNP. = - MASTIC SCREWS 0 12" O.C. BEARING RIB FOR UL90 RATING STITCH ROOF PANEL DETAIL CORNER BOX (RED- ) SCREWS ARE FASTENED 0 20" O.C. FLORIDA RIB PANEL SHOWN CORNER FLASHING (CF-1) RIB STITCHING DETAIL STITCHING (COLOR POP RIVETS) 24" O.C. ALONG SIDELAPS. SIDEWALL PANEL FASTEN W/#14xj" SELF-TAP SCREWS 1'-0" 1'-0" (FASTENING) INTERMEDIATE GIRTS-#12x14" SELF-DRILL SCREWS 0 12" O.C. FLASHING DETAILS AT EAVE ROOF S7ITCHING 8- 4- 8" 4" 8" 4" #14x " SELF-TAP SCREWS #12x1" SELF-DRILL SCREWS 0 6" O.C. 0 ENDS OF PANELS ®24" O.C. SIDELAPS DIE-FORMED RIDGE CAP OF PANELS (STANDARD) WITH MASTIC ROOF FASTENING SEALER UNDERNEATH SIDEWALL SCREWS & POP RIVETS #12x1" SELF-DRILL SHALL BE PANEL COLOR. SCREW 0" MASTIC BETWEEN RIBS AT SIDEWALL AND ENDWALL PANEL DETAIL 12" O.C. PANEL SIDELAPS & ENDLAPS INTERMEDIATE 6" O.C. SPACING FLORIDA RIB PANEL SHOWN #12x1" SELF-DRILL ®ENDS OF PANEL SCREWS 0 6" O.C. ROOF PANEL RAKE FLASHING (FASTENING) #12X1" SELF-DRILL GLF AT 12" O.C. #14xi" SELF-TAP SCREWS 0 12" O.C. ' - TO HANG GUTTER I `7t POP RIVETS BE PANEL COLOR RAKE ANGLE I SCREWS SHALL ®24" O.C. GUTTER L5x2x16GA. I I STITCHING POP RIVETS AND SIDEWALL SIDEWALL PANEL_\ (13) POP RIVETS SIDEWALL AND ENDWALL PANEL DETAIL CP-7 81- PURUN I ( ( GUTTER SEAL ( REVERSE PANEL SHOWN ) DIE-FORMED RIDGE CAP 12 ( � ENDWALL RAFTER CP-2/CP-3 I I I I (STANDARD FOR ES) #14x " SELF-TAP SCREW THRU 4:12 PITCHES) H / SEE S . 2 I + (STITCH) MASTIC SEALER (TO BE USED H GUTTER LAP DETAIL #12X11" SELF DRILL SCREW _UNDER RIDGE CAP) 1 ROOF PANEL a I I ' I I I j I I I } RIDGE CAP WALL STITCHING I I ( I ( I ENDWALL PANEL COLOR ®241 O C I 8 " PURLIN RIDGE LAP DETAIL ROOF PANEL GENERAL NOTES: I I I I ' `. MASTIC 1. ALL ROOF PANEL SIDELAPS AND ENDLAPS } SHALL HAVE A CONTINUOUS STRIP OF KE FLASHING} CORNER COLUMN + GLF RA MASTIC SEALER. WALL FASTENING ( I I I 2. ALL GUTTER ENDLAPS, OUTLETS AND END #12x1" SELF-DRILL--< ELF-DRILL I I 8 " GIRT CAPS SHALL HAVE A " BEAD OF GUTTER COLOR SCREWS i I SEAL. (15' COVERAGE PER 5 OZ. TUBE.) j1 CAUTION: I , I I I �\ I I I CROWD OR STRETCH PANELS SLIGHTLY AS CP-2 CUP ICOVERAGE NECESSARY TO MAINTAIN 3'-0 + I ( ( (TYP) ENDWALL PANEL PER PANEL. PANELS MUST BE INSTALLED SQUARE WITH BUILDING FRAME AND 3'-0" I ' I NET COVERAGE MUST BE HELD FOR PROPER BASE ANGLE FIT OF TRIM. L2x2x14GA. 3'�p+ RAKE CAP (RFC- ) FASTEN WITH CAUTION (2) COLOR #14xi" HEX SCREWS TO PREVENT RUST SPOTS FROM FORMING C, ROOF AND WALL PANELS, ALL SURFACES FLASHING DETAILS AT RIDGE SHOULD BE SWEPT CLEAN OF ALL META" FILINGS BEFORE GUTTERS HAVE BEET, IN T..LLED. 1 "x1j" SHEETING GROOVE (STD.) MK REVISIONS DATE DWN CKD SCALE TITLE STANO,,O SHEETING PLAN DRAWN BY lTI•IIfl_IUIIIIT:F,:LlO]RII:I:,.A. �.,. CHECKED BY PRE—FA76"ZAC. SUBJECT SECTIONS AND DETAILS 2907 S.Sagasta St. Tampa, FL 33619 JOB NUMBER (813) 247-3934 DRWG.STD-3 FILENAME CUSTOMER OWNER SHT. OF 1'-9" MAS11C #14X " SCREW ROOF PANEL ROOF PANEL 12__ (2) T"0X1 DOWNSPOUT BRACKET 0 24" O.C. nAn BOLTS ( SEE SCHEDULE GLF 4 F CP-11 BRIDGING CUP AT -----------r---------------- CLIP 8+�" PURUN 3�"X5" CENTER OF BAYS #12X1" UNP. DOWNSPOUT SCREW ®PURUN P INTS 84"PURLIN PURLIN 1/12 CP-R1 11 4/12 CP-R4 #12x1" SELF-DRILL 83' GIRT FASTEN BRACKET TO PANEL "0X1j"7V(2) W/POP RIVETS FROM OUTSIDE SCREW ®12" O.C. BOLTS RAFTER 0 X1�' GR.5 BOLT -- POP RIVET L5"X2 "X16GA. W/WASHER (2)J'0x1i" GRADE 2 BOLTS W/ i'Oxti" J"OXtj" P8� GIRTWASHERS 81" PURUN GR. 2 BOLTS FRAME BRACE BOLTS (2) "0X1 SIDEWALL PANEL W/WASHER RIDGE BRIDGING DETAIL ONE SIDE (TYPICAL) BOLTS OPEN ENDWALL UNLESS SHOWN OTHERWISE ON PLANS CP-11 CLIP DETAIL SECTION "A" SECTION THRU DOWNSPOUT 4:12 BUILDINGS "0x1 "BOLTS CORNER COLUMN EAVE STRUT SUPPORT #14XJ UNP. SCREW 1'-9" #14xi" UNP. LPEF-3 FOR 4:12 PITCH ( CP-7 ) 0 24" O.C. SELF-TAP SCREW BUILDINGS ONLY ROOF PANEL MA 9" LTS L5x2 "x16GA #2X1 ' UNP. ROOF PANEL 1 INSIDE CLOSURE STRIP 74' EAVE STRUT 4'0X1j" BO j- . i EAVE HEIGHT SCREW ®PURLIN POINTS8 EIRT2j" 61. I J"OX1i" BOLTS GUTTER STRAPGIRT ®36" O.C. GLF RAKE FLASHING --------------- 3 N X5" O(CP!X-2 X'-4 ' CLIP CP-2 I EAVE STRUT8 PURLIN #14Xi' UNP. SELF-TAP (STRUT GAP FLASHING) --- --- SCREWS 0 12" O.C. SGF- AT EAVE STRUT CLIP CP-3 14 X PAINTED SCREWSJNO�TE OOMFT E/BLDG'S. CP-3 I # ®12" ON CENTER GUTTER (G— )——— —————— FLASHING BOLTS q OUTSIDE CLOSURE STRIP X 1j" BOLTS =_ ELEVATION EAVE GIRT — �a FOR 1:12 & J:12 BLDGS. (2) J"0 X 2" BOLTS (4)POP RIVETS SCREW®6" O.C. RILL PLAN VIEW Ox, GRADE 2 BOLTS CP-2/CP-3 EAVE GIRT CONNECTION a i" j' CUT BOTTOM OF GUTTER ENDWALL CORNER ENDWALL RAFTER OR AND INSERT D/S OUTLET EAVE STRUT COLUMN (ECC- ) RIGID FRAME RAFTER DOWNSPOUT SIDEWALL I II WALL PANEL • SIDEWALL PANEL I II SIDEWALL GIRT ENDWALL GIRT INTERIOR COLUMN 6" I (EC1) DOWNSPOUT ROOF PANEL SECTION THRU ENDWALL SBRACKET CHEDULE II 6 -_-------- EAVE HEIGHT INC. REQ'D II 70'-16' I 2 FASTEN PANEL TO PURUNS I 8 PURLIN W/#12x1}" SCREW 0 12" O.C. - --------- 18'-24' 3 CORNER FLASHING CF-1 ONE DOWNSPOUT BRACKET (4) 3"0X14" BOLTS POP RIVETS CP-2 ENDWALL PANEL DOWNSPOUT BRACKET • SHALL BE SUPPLIED AT "-INVERTED ZEE INSIDE CLOSURE STRIP CANOPY RETURNS. #12x1" PAINTED 2'x2"x6" ANGLE AT CORNER DC-1 CUP SCREWS 8 ' FASTEN W/#12x1I" DC-1 STRUT PURLIN CLIP DETAIL UNP. SCREWS GUTTER STRAP ®36' 0/CS ROOF PANEL NOTE: 9 #14X " SELF-TAP SCREWS BASE CLOSURES SIDEWALL PANEL ONAL) SEE ALL BOLTS 3"0X1j'GRADE 2 UNLESS NOTED. (OPTICONTRACT L2�'X21"X14GA. BASE ANGLE CP-2 DETAIL AT CORNER POP RIVET FASTEN W/ 1"0X1 " PIN GRIPS g�IIg�TM DOWNSPOUT SPACING GUTTER (G- )-� AVE STRUT 85'DOWNSPOUT ELBOW 0 36' O.C. g6� 33'X5'DOWNSPOUT (DS) SPACER FLASHING-GSF-I FINISHED FLOOR RUNOFF WIDTH SPACING RUNOFF WIDTH SPACING DOWNSPOUTS 15' 80' 55' 29' 3"0x11"BOLTS- 20' 64' 60' 27' CP-7 �Jf ERECTOR TO HOLD 5P �J 25' 54' 70' 24' 30X13" BOLTS GRADE 5 (BLACK) 00y1pRA� 30' 47' 75' 23' OPEN-WALL ELBOW PANEL ' ABOVE NOTCH SEP POST & BEAM ENDWALL 35' 42' 80' 22' OR RIGID FRAME N__DS YyID�I� 40' 38' 90' 20, 45' 34' too' 18' GUTTER&DOWNSPOUT DETAIL NO REQ'D_BLDG LENGTH 50' 32' 120' 16' WALL -0/S SPACING NOTE. DOWNSPOUT SPACING BASED ON RAIN INTENSITY= 10in/hr. OPEN BAY GUTTER DETAIL SEE ERECTION PLANS(ROOF FRAMING PLAN) FOR DOWNSPOUT LOCATION & SEPARATION MK REVISIONS DATE OWN CKD SCALE TITLE DRAWN BY STANDARD ERECTION DETAILS �FLORZDg CHECKED BY PRE-FgB,ZNC- SUBJECT CUPS.GUTTER&DOWNSPOUTS 2907 S. Sagasta St. Tampa, FL 33619 JOB NUMBER (613) 247-3934 DRWG.STD.-2 FILENAME CUSTOMER OWNER SHT. OF FACTORY CUT SHORT PANELS BAY SPACING 0 WEDGE ANCHORS AS PER WALL PANEL TALLY & ERECTION DWG. NOT BY FPF) II 1" X 4" TR. WOOD STRIP REINFORCED FILLED CELL SOLID W/ CONCRETE FIELD MAKE HOLES IN GIRT COLUMN 8j" ZEE TOP OF MASONRY WALL 8 " ZEE FOR (2) J•0 x 1j" BOLTS ® RE-BAR B •...:;,....DOOR HEADER II 0 * • ��` L":;"rFy` SEE NOTE MDF FLASHING FACTORY BZDSL (SHORT LAP) iiiiiIIiiI1iIiiiIiiiillhiii riiiIuiiiu C } #2 CUT GIRTS BZDLL (LONG LAP) [HEAD FLASHING _ _ I C B WDF (FRONT) C M \\\\ SHOP WaDED CP-4 CUP I HDF (BEHIND) II MASONRY WALL JSF FLASHING PANEL ABOVE BY OTHERS C C B C M X2j"X14 GA. BZDSL (SHORT LAP) I BASE ANGLE POP RIVETS I [ 8ZDLL (LONG LAP) FACTORY ODJ FLASHING CUT GIRT ( FIELD CUT PANELS / f I DOOR = DOOR I SECTION 11C-M" AS NECESSARY COLUMN J( )D( ) = J( )D( ) FRAMED OPENING JAMB TO TOP JAMB 8 " ZEE I o I OF MASONRY WALL DETAIL D D ODJ/JSF II D I III_i lvii_liii) I I 8" BLOCK .`goo D I D D M OVERHEAD DOOR TRACK DOOR WIDTH DOOR N7DTH ODJ JAMB o SHEETING AND FLASHING ELEVATION L2j"X21"X14 GA. FLASHING BASE ANGLE o FRAMING ELEVATIONOA 8 • ZEE ""- G.C. TO SEAL JSF (GROUT OR CAULK) FIELD MAKE HOLES IN GIRT DOOR JAMB 8j"X 14 GA. CHANNEL TO FLOOR 82" ZEE- 8k" X 14GA. CHANNEL FIELD PAINT FLANGE _ CP-5 (SHOP WELDED) OF CHANNEL POP RIVET 1� 1 WAU_ c: ODJ JAMB SECTION ��D-M11 PANEL I I OVERHEAD DOOR TRACK FIELD MAKE FLASHING L___J CP-4 (SHOP WELDED) HOLES IN GIRT FRAMED OPENING JAMB TO FLOOR DETAIL #12x, "SELF DRIILLOSCRO/C O DOOR HEADER FOR BUILDINGS WITH MASONRY WALLS WDF FLASHING 8 CHANNEL (POP RIVET TO PANEL) " HDF FLASHING CP-5 (SHOP WELDED) --T_ (POP RIVET TO CHANNEL) WALL11!1/ I I CP-4 (SHOP WELDED) WALL PANEL POP RIVET DOOR JAMB �� PANELL � 8j" CHANNEL J"0X1i" BOLTS #12 X 1 SELF SECTION"C-C" W/NUT & WASHER DOOR JAMB DRILL SCREW ® DOOR HEADER SHOP WELDED CUP 1'-O" O//F 8j" CHANNEL (HIGH RIB PANEL AT JAMB) 8 X 14GA. CHANNEL 8" BLOCK-' ' LOCK 11 8 FLASHING O'-7 'DOOR JAMB POP RIVET HDF FLASHING 8,j" ZEE 8 " X 14GA. CHANNEL POP RIVET FRAMED OPENING HEAD DETAIL (POP RIVET TO CHANNEL) � JAMB BASE ANCHOR ODJ JAMB i"0X1i" BOLTS BASE ANGLE FLASHING FOR BUILDINGS WITH MASONRY WALLS W/NUT & WASHER ODJ JAMB 2 "X2 "X14 GA. SHOP WELDED CUP FLASHING Q RAMP DOOR JAMB J( )D( ) t Bj" CHANNEL X 14GA. LEDGE GENERAL NOTES: 7 SECTION"B-B" PIN GRIPS 36" LEDGE OF SLAB (NOTCH) 1. FIELD LOCATED DOOR FRAMING AS NOTED ON ON CENTER PLANS TO HAVE PANELS & GILTS CUT IN FIELD. WALL PANEL POP RIVET JSF POP RIVET JSF 2. SUT PANELS 1 1/2" BEYOND JAMBS AT ENDS SECTION"C-C" SECTION 11D-D1t F HEADER. INSTALL HEADER FLASHING TO THE END OF THE SLITS I,I ?I (FLAT OF PANEL AT JAMB) JAMB DETAIL AT BASE AND GUTTER SEAL. MK REVISIONS DATE OWN CKD GENERAL DESIGN NOTES SCALE nTLE �TANDARo FRAMED OPENING DRAWN BY F'LORZDg 1) FRAMED OPENINGS SPECIFICALLY DESIGNED FOR OVERHEAD DOORS AND SUPPLIED BY OTHERS CHECKED BY PRE'-F`gB,ZNC. SUBJECT SHALL BE ITEMIZED IN THE ACCESSORY SCHEDULE OF F.P.F. JOB PLANS. 2907 S. Sagasto St. Tampa, ft 33619 JOB NUMBER (813)247-3934 DRWG.STD-4 2) OVERHEAD DOORS SHALL BE DESIGNED TO MEET THE WIND LOAD REQUIREMENTS OF FILENAME COMPONENTS AND CLADDING AND WIND BORNE DEBRIS REGIONS AS SPECIFIED IN SEC11ON 1606, CUSTOMER AND SHALL MAINTAIN THE INTEGRITY OF AN ENCLOSED BUILDING. OWNER SHT. OF 84" ZEE NOTE: GIRT HEIGHT PANEL JAMB EXTENSION LIMIT=B'-0" 8j" ZEE 8j" ZEE DOOR JAMB DOOR JAMB I \� POP RIVET DOOR HEADERS I �� I HEADER FLASHING POP RIVET (WDF) FIELD CUT RIB-\ DOOR EADER DOOR H /L / JAMB FLASHING PANEL LINE OF CONCRETE JAMB FLASHING LINE OF CONCRETE (WDF/JSF) (�F) PANEL P'\_ DOOR JAMB POP 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> �"O BOLTS A 8 " ZEE JAMB EXTENSION WALL PANEL r- DOOR HEADER ----_____ f-_______( HEADER FLASHING I FIELD CUT ZEE T (WDF) I HEADER FLASHING NOTCH I FIT INSIDE FRAME j (WDF) I i FIELD MCUT ¢ I PANEL m I I OF ZEE DOOR PANEL I in o j WALK DOOR I JAMB FLASHING (WDF /w JSF) -DOOR JAMB - - - - METAL DOOR } BUMPER THRESHOLD ------ - - - - ----- (REVERSIBLE) FIELD CUT GIRT FOR DOOR OPENING I I I FINISHED FLOOR I I FINISHED FLOOR I i I a I I I I I I SHEET GROOVE T I r _______ TACK WELD SHEET GROOVE A (RH) RIGHT HAND SHOWN. CUTOUT PANEL ELEVATION SECTION A-A (BOTH SIDES) g DOOR HAND SHALL BE DETERMINED $"OWEDGE ANCHORS BY FIELD INSTALLATION. 8" BLOCK BY OTHERS FRAMING ELEVATION EXTERIOR ELEVATION OF DOOR PERSONNEL DOOR SPECIFICATION DOOR PANELS SHALL BE 3'-0" X 7'-0" X 1j" CONSTRUCTED GENERAL NOTES •. '• DOOR JAMB OF 20 GAUGE STEEL SHEET OVER A ONE PIECE POLYSTYRENE CORE. DOOR FRAME SHALL BE FABRICATED FROM 16 GAUGE COLD ROLLED STEEL. 1) FIELD LOCATE DOOR, REMOVE AND CUT NECESSARY GIRTS IN BAY. ° %° _ 2) ARRANGE JAMBS ACCORDING TO REQUIRED SWING, THEN FASTEN HEADER TO JAMB. ° HARDWARE SHALL INCLUDE (3) 4}" X 43." STANDARD WEIGHT HINGES AND 3) AFTER ASSEMBLING FRAME, PLACE IN POSITION, SQUARE AND PLUMB, HANG DOOR PANEL • A GRADE 2 LEVER TYPE LOCKSET WITH ASA STRIKE. 4) FASTEN DOOR FRAME AND JAMB EXTENSION TO GIRTS BY USING SCREWS OR TACK WELDINC._ CONCRETE MASON TO SEAL DOOR PANELS AND FRAMES FURNISHED BY FPF SHALL BE MANUFACTURED BY 5) FASTEN BOTTOM OF DOOR JAMBS WITH ₹"O WEDGE ANCHORS. DOMINION BUILDING PRODUCTS, AMSCO MANUFACTURING DIVISION FIELD PAINT DOOR JAMB 6949 FAIRBANKS N. HOUSTON 7) IFLA H ACCORDINGLY. NSTALL AND DOOR HARDWARE. HOUSTON, TEXAS 77040 DOOR JAMB WITH MASONRY WALLS DETAIL PHONE NUMBER (713) 466-6790 MK REVISIONS DATE OWN CKD SCALE TITLE STANDARD DRAWN BY 3070 REVERSIBLE FRA.MELES3 DOOR FLORZDg CHECKED BY PRE—FAB,ZNC- SUBJECT SECTIONS&ELEVATIONS 2907 S. Sagesto St. Tampa, FL 33619 JOB NUMBER (813)247-3934 DRWG.STD-6 FILENAME CUSTOMER OWNER SHT. OF ROLL BACK INSULATION AT ENDS 1O'-O" RIDGE VENT; COLOR TO MATCH ROOF. INSIDE CLOSURE ROOF PANEL STRIP 7j"EAVE STRUT FIBERGLASS INSULATION 3'-O" (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 #5 _- GLF RAKE FLASHING MASTIC SEALER ABOVE & BELOW CLOSURE STRIP. ROOF PANEL f INSULATION 8j" PURLIN-� INSULATION FACING -- - L/ OUTSIDE CLOSURE STRIP. (SEE CONTRACT) DOWNSPOUT CP_7 5"X2"X16GA.RAKE ANGLE-' USE STARTER ROLL(48") AT BEGINNING, RIGID FRAME SUCH THAT THE ROOF PANEL LAP IS 1'-0" BEHIND INSULATION LAP. INSULATION FACING WALL PANEL (SEE CONTRACT) WALL PANEL 9" THROAT ! LOCATE RIDGE VENT IN BAY SUCH DOG CHAIN FOR DAMPERS STANDARD THAT (3) RIDGE CAPS CAN BE OMITTED. (48"STARTER ROLL) AT 6'-O" ABOVE FLOOR. 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 SELF-DRILL SCREWS #12 x 11" SELF-DRILL Q 6" O.C. #12x1' FASTENING SCREWS 0 6" O.C. ® SCREWS 0 1'-O" D.C. STANDARD INSULATION SPECIFICATION ENDS ONLY. - FACTORY PRE-CUT SEE NOTE #5 (SEE CONTRACT FOR NON-STANDARD SPECIFICATIONS) RO7!it8j' ROOF PANEL 1) DENSITY= .6*/cf ROLL BACK — INSULATION 2) VAPOR BARRIER= .0032 EMBOSSED WHITE VINYL FILM AFTER FLANGE MASTIC SEALER ON BOTH SIDES OF SCREWS 8 "PURLIN 3) "R" VALUE= R10 R13 R19 THICKNESS= 3" 4" 6" INSULATION FACING INSULATION 4) UL RATING= FHC 25/50 ON COMPOSITE PRODUCT-FACING,ADHESIVE,FIBERGLASS. (SEE CONTRACT) RLIN RAFTER FLANGES 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 1j" SELF-DRILL SCREWS 0 6" O.C. AT 10'-0" 6" 10'-0" 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. #14xi"O SELF-TAP #14x "0 SELF-TAP SCREWS 0 24" O.C. 3) INSULATION FLASHING SHALL BE FURNISHED FOR SKYLIGHTS WHEN INSULATION IS SCREWS 0 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 SCREWS SHALL BE NON-CORROSIVE (ZAC) FASTENERS. IN NO CASE SHALL OTHER FASTENERS NOT IN COMPLIANCE WITH THE 25 YEAR GALVALUME WARRANTY BE USED. INSULATION FLASHING (FSI) ON INSULATION (OPTIONAL) ---- ----------- 8�" PURLIN TOP OF PURLIN. (OPTIONAL-SEE CONTRACT) TRANSLUCENT PANEL WITH INSULATION ROOF PANEL 8 " PURLIN MASTIC SEALER (INSULATION MAY BE SUPPLIED BY OTHERS) SIDE VIEW OF CONTINUOUS RIDGE VENTS Lc REVISIONS SCALE TITLE TRANSLUCENT PANEL, DRAWN BY RIDGE VENTS, INSULATION FLORZDg SUBJECT CHECKED BY PRE—FgB,ZNC. 2907 S. Sagasta St. Tampa, FL 33619 JOB NUMBER (813)247-3934 DRWG.STD-9 FILENAME CUSTOMER OWNER SHT. OF I i Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.