15-028 exhibit a architectural drawings roof details...engineer, architect/designer, and building...
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15-028 Exhibit A Architectural Drawings Roof Details
STRIATION TYPE
PANCAKE SCREW PERPROJECT REQUIREMENTS
ENGLERT CLEAT
ENGLERT EXTENDED EAVE TRIM
WRAP UNDERLAYMENT OVER EDGE
PANCAKE SCREW PERPROJECT REQUIREMENTS
ENGLERT CLIP
(SEE DETAIL R02)
(2) ROWS 38" ENGLERT IN-SEAMTUBE SEALANT (TYP.)
EXISTING PLYWOODDECK
EXISTING WOODBLOCKING
EXISTING SOFFIT24 GA. GALVANIZEDKYNAR FINISH FASCIA
24 GA. GALVANIZEDSTANDARD KYNARFINISH RIDGE CAP
MAX. TYP
2" M
IN.
3 4" M
IN.
HEM
1" MIN.
EXTENSION
MATCH
HEM
6" MIN.
LEN
GTH
"F"
CLEAT REQUIREDWHEN LENGTH "F"
IS GREATER THAN 4"
USE WITH: ENGLERT S1300 PANEL
PRODUCT# 05084D (24 ga GALVALUME),or 05084E (24 ga SS)
GRAPHIC SCALE
(CLIP 05084D SHOWN. SEE PROJECT SAMPLE FOR ACTUAL CLIP DIMENSIONS.)
FRONT ELEVATIONSIDE VIEW
TOP VIEW
158"
6716"
614"
158"
1316
"
158"
1316"
158"
Ø 316 " (TYP.)
14" 1
2" 34" 1"
ACCEPTABLE FASTENERS:
USE LOW PROFILE (aka PANCAKE, WAFER, or OVAL HEAD) SCREWSw/ THREADS THAT BEGIN RIGHT UNDER SCREW HEAD FOR FULLENGAGEMENT INTO PRODUCT. ALL TO BE CORROSION RESISTANT.
WOOD #10 GP#12 GP#14 DP1
METAL #10 DP3#12 DP3
SCREW SIZE AND SPACING PER PROJECT REQUIREMENTS (i.e.,ENGINEER, ARCHITECT/DESIGNER, AND BUILDING CODES).
ULP
GIMLET POINT (GP) DRILL POINT (DP)
BARE SHANK
BARE SHANK AND ULTRA LOW PROFILE (ULP) SCREWS ARE NOTAPPROVED BECAUSE THREADS DO NOT ENGAGE PRODUCT INSHANK AREA UNDER HEAD.
PHASE 2: FIELD SEAMING
ENGLERT CLIP PER PROJECT REQUIREMENTS(SEE DETAIL R02 FOR ACTUAL PROFILE)
CORROSION RESISTANT CLIP FASTENERPER PROJECT REQUIREMENTS
ENGLERT S1300 ROOF PANEL
PHASE 1: INSTALL PRODUCTS
ENGLERT S1300 ROOF PANELPER APPROVED PROJECT SAMPLEIN-SEAM SEALANT PER
PROJECT REQUIREMENTS
ROOF ASSEMBLY - TYPICAL(SEE APPROPRIATE DETAIL R08)
MECHANICALLY FOLDSEAM 180
FOR USE ON SOLID SUBSTRATES SUCH AS:SOLID DECK or HARD SURFACE
1-1/
2"
34"
PHASE 2: FOLD BACK FLANGE
1" M
IN.
18"
CUT & REMOVE TABS
PHASE 1: CORNER CUTS
PAN HEMMING TOOL
FOLD LINE
38" BEAD OF ENGLERT TUBE SEALANT
ON OUTSIDE OF MALE LEGWOOD (PLYWOOD or OSB) PER DESIGNER
UNDERLAYMENT SYSTEM(SEE DETAIL# R03.3)
GIMLET POINT SCREW INTOWOOD SUBSTRATE PER
PROJECT SPECIFICATIONS
ENGLERT CLIP (SEE DETAIL R02)
ENGLERT PANEL (SEE DETAIL R04)
PANCAKE SCREW PERPROJECT REQUIREMENTS
@ 3" O.C. MAX.THRU Z-CLOSURE (TYP.)
ENGLERT Z-CLOSURE CUT TO FITBETWEEN SEAMS w/ ENGLERT TUBESEALANT ON ALL CUT EDGES (TYP.)
ENGLERT BUTYL TAPESEALANT CONTINUOUS(TYP.)
COLOR MATCHED HEX SCREWw/ BONDED SEALING WASHER
@ 18" O.C. STAGGERED
ENGLERT RIDGEor HIP CAP
BREAD PAN FOLD
ENGLERT CLIP
(SEE DETAIL R02)
1" MIN.
SEAM+ 1/8"
1" MIN.
6" MIN.
1" MIN.
OPEN HEM1" MIN.OPEN HEM
MATCH ROOFSLOPE
1" MIN.
1" MIN.1" MIN.
11" MIN. (N.T.S.)
ENGLERT BUTYL TAPESEALANT CONTINUOUS (TYP.)
ENGLERT OFFSET CLEATCONTINUOUS (TYP.)
PANCAKE SCREW PER PROJECTREQUIREMENTS (TYP.)
6" MIN.
5" MIN.
ENGLERT VALLEY
ENGLERT CLIP(SEE DETAIL R02)
IMPORTANT! CONSULT ENGLERT TECHNICALDEPARTMENT WHEN SLOPE IS LESS THAN 3:12FOR REQUIRED VALLEY FLASHING WIDTH.
INSTALL ENGLERT TUBE SEALANTBEFORE INSERTING PANEL HEM (TYP.)
(2) ROWS 38" ENGLERT IN-SEAMTUBE SEALANT (TYP.)
IMPORTANT! ENGLERT H/T UNDERLAYMENTREQUIRED ON SOLID SUBSTRATES & RIGID INSULATION.SEE DETAIL# R14 FOR INSTALLATION INSTRUCTIONS.
FILL PANEL ENDS w/ ENGLERTIN-SEAM TUBE SEALANT (TYP.)
18"
18" (TYP.)
6" MIN.
LAP (TYP.)
30"
USE THIS INSTALLATION PROCEDURE WHEN SLOPE IS 3:12 or GREATER,REGARDLESS WHETHER ENGLERT H/T UNDERLAYMENT IS OVER ENTIRE ROOFor ONLY ALONG PERIMETERS.
WHEN SLOPE IS LESS THAN 3:12, CONSULT ENGLERT TECHNICAL DEPARTMENT.
1) PLACE ONE 36" WIDE PIECE OF UNDERLAYMENT DOWN MIDDLE OF VALLEYWITH 18" OF COVERAGE ON EACH SIDE.
2) CUT ONE 36" WIDE PIECE IN HALF TO CREATE 18" STRIPS.
3) PLACE ONE 18" STRIP ON EACH SIDE OF VALLEY AS SHOWN. SHINGLE LAPUNDERLAYMENT BY 6" MINIMUM. MAXIMIZE VALLEY COVERAGE.
4) WHEN NECESSARY, END LAP UNDERLAYMENT BY 6" MINIMUM.
36" WIDE PIECE
18" WIDE STRIP18" WIDE STRIP
1" MIN.
EXTENSION
6" MIN.
3 4" M
IN.
HEM
FASC
IA S
TRU
CTU
REPE
R DE
SIGN
ER
ENGLERT EXTENDED EAVE TRIMWRAP UNDERLAYMENT OVER EDGE
PANCAKE SCREW PERPROJECT REQUIREMENTS
ENGLERT CLIP
(SEE DETAIL R02)
6" MAX. (TYP.)
GUTTER HANGER(SEE GUTTER DETAILS)
GENERIC ENGLERT GUTTER(SEE GUTTER DETAILS)
FRONT EDGE OF GUTTER SHALLBE LOWER THAN BACK EDGE
(2) ROWS 38" ENGLERT IN-SEAMTUBE SEALANT (TYP.)
ENGLERT CLIP
(SEE DETAIL R02)
WAL
L ST
RUCT
URE
PER
DESI
GNER
PANCAKE SCREW PER PROJECTREQUIREMENTS @ 3" O.C. MAX.
THRU Z-CLOSURE (TYP.)
ENGLERT Z-CLOSURE CUT TO FITBETWEEN SEAMS w/ ENGLERT TUBE
SEALANT ON ALL CUT EDGES (TYP.)
ENGLERT BUTYL TAPE SEALANTCONTINUOUS (TYP.)
ENGLERT HEADWALL FLASHING
WRAP UNDERLAYMENT UP WALL
ENGLERT COUNTER FLASHING
COLOR MATCHED HEX SCREW w/ BONDED SEALING WASHERPER PROJECT REQUIREMENTS
ENGLERT TUBE SEALANT
BREAD PAN FOLD
ENGLERT BUTYL TAPE SEALANT
COLOR MATCHED HEX SCREWw/ BONDED SEALING WASHER
1" MIN.
SEAM+ 1/8"
1" MIN.
1" MIN.
OPEN HEM 3 4" M
IN.
HEM
ENGLERT TUBE SEALANT
PIPE, TUBE STEEL, or ANGLE
PIPE BOOT(DEKTITE OR EQUIVALENT)
ENGLERT TUBE SEALANT
HEX SCREW w/ BONDED SEALING WASHER@ 1" O.C. INTO PANEL FACE ONLY
PAINT BOOTS & PIPES TOMATCH ROOF METAL
STORM COLLAR BY OTHERS
STAINLESS STEEL BAND(IF REQUIRED BY ROOF JACK MANUFACTURER)
ROOF PENETRATION BOOT(SEE DETAIL R26)
24 GA PAINTED COVERSTAINLESS STEEL POP RIVET @ 4" O.C.ENGLERT 22 GA MIN. FLAT TOP FLASHING
ENGLERT Z-CLOSURE w/ ENGLERTTUBE SEALANT ON ALL CUT EDGES
PANCAKE SCREW PER PROJECT REQUIREMENTSENGLERT BUTYL TAPE SEALANT
ENGLERT Z-CLOSURE ALONG ALL(4) EDGES OF FLAT TOP FLASHING
FLAT TOP FLASHING
ROOF PENETRATION BOOT(SEE DETAIL R26)
EXISTING OBSTRUCTIONINTERSECTING ROOF PANEL SEAM
ROOF PANEL SEAM
PLAN VIEW
SHEET METAL TO CREATE TUBEAROUND OBSTRUCTION
2
1
1
NOTE: NOTCH FLANGES OF Z-CLOSURE AND => FOLD VERTICAL WEB PARELLEL w/ SEAM
FOR SEALANT=> CREATE MITERED CORNER IN VERTICALWEB
1
2
2
ELEVATION VIEW
NOTE: THIS DETAIL SHALL BE USED WHENPANEL SEAM INTERSECTS PENETRATIONor BOOT IS WITHIN 1" OF SEAM.
WAL
L ST
RUCT
URE
PER
DESI
GNER
PANCAKE SCREW PERPROJECT REQUIREMENTS
ENGLERT CLEAT
ENGLERT RAKE FLASHING
WRAP UNDERLAYMENT OVER EDGE
ENGLERT BUTYL TAPE SEALANTPANEL UPTURN LEG
PANCAKE SCREW PERPROJECT REQUIREMENTS
ENGLERT RAKE SUPPORT CLEAT
1" MIN
.
OPEN HEM
3 4" M
IN.
RETU
RN
3" MIN.
SEAM
+ 1/
8" 1" M
IN.
58" MIN.
2" M
IN.
MATCH
HEM
CLEAT ALWAYSREQUIRED
1" MIN
.
OPEN HEM
3 4" MIN.RETURN
WAL
L ST
RUCT
URE
PER
DESI
GNER
PANCAKE SCREW PERPROJECT REQUIREMENTS
ENGLERT CLEAT
ENGLERT RAKE FLASHING
WRAP UNDERLAYMENT OVER EDGE
PANCAKE SCREW PERPROJECT REQUIREMENTS