Laserfiche WebLink
< <br /> GENERAL NOTES & SPECIFICATIONS <br /> N <br /> 1. THIS ENCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE ROOF PANEL <br /> SHOWN ON DRAWING NO. 2TES4 OR UNDER A CODE APPROVED EXISTING ROOF. m <br /> 2. DESIGN LOADS: SEE TABLES FOR DESIGN LOADS AS SPECIFIED PER THE 2012 rn Q <br /> INTERNATIONAL RESIDENTIAL CODE AND THE 2009 INTERNATIONAL BUILDING CODE. <br /> L � <br /> 3. FASTENERS: SCREWS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, <br /> ZINC PLATED, GALVANIZED STEEL OR 2024-T4 ALUMINUM. <br /> 4. ALL STRUCTURAL COMPONENTS OF THIS PATIO COVER SYSTEM (EXCEPT SOLID <br /> PANELS) ARE OF ALLOY&TEMPER 6063-T6 UNLESS SPECIFICALLY NOTED vS <br /> OTHERWISE. w <br /> 5. ALL EXTERIOR PORTIONS OF THE SOLID WALL PANEL WHICH ARE SUBJECT TO o K <br /> WATER INTRUSION SHALL BE FULLY CAULKED. o <br /> 6. OPENINGS IN THE WALL MAY BE COVERED WITH A WIND BREAK MADE OF TEMPERED y J <br /> GLASS WITH A MINIMUM THICKNESS OF 1/8 INCH THAT COMPLIES WITH THE CODE. <br /> S NDARD MALE 2.00 STANDARD FEMALE 2.00" "H" CHANNEL WALL STUD 45° ADAPTER 7. WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE _ F <br /> < . QQo� <br /> (9533) 1 (9536) 2 (9613) (10861) 5 HEADERS,RESIDENCE <br /> B AMSTHE DETQ) OF EEXISTING ALL SUPPORT DS SHALL BEVERIFEDBYAN NDEPENDENT SOURCE c v d a z <br /> THE ATTACHMENT OF THE RIDGE BEAM. THE ADEQUACY OF THE EXISTING FRAMING a z <br /> IS NOT A PART OF THIS DESIGN OR APPROVAL. o v y <w <br /> B. THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS w i z <br /> REQUIRED BY CODE. <br /> 9. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED W <br /> PER CODE. m y <br /> 10. EXPANSION ANCHORS SHALL BE"HILTI KWIK-BOLT II" ANCHORS, "TRU-FAST ZAMAC a y <br /> NAIUN", TAPCON FASTENERS OR EQUIVALENT. WOOD LAGS SHALL BE 1/4"BY 3" <br /> GALVANIZED LAG BOLTS. z a <br /> LiLU4 ja a <br /> 11. ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49. a a �Z-, s <br /> 12. SEE TABLES(A)AND(B)ON SHEET 2TES5 FOR DESIGN WIND LOADS. v1w m 0o a <br /> lJi6 y W <br /> Q zr w <br /> K y O {13.1 <br /> 2 �W U 41 <br /> d. Q <br /> f. <br /> ZZ yQZJ <br /> EA W m N<0 <br /> 00 <br /> 2.00" CORNER 2.00" BASE/WALL CAP TOP TRACK / EXPANDER 2.00" HEADER 2.00" SILL U -t <br /> (2892) 6 (15119) 7 (6590) (16335) 9 (16336) 10 u a <br /> U p <br /> M <br /> I m <br /> a v <br /> i <br /> In r1 <br /> I <br /> O o <br /> 0 o <br /> � o0 <br /> z <br /> 0 0 <br /> z ;* <br /> + U O <br /> I <br /> I DO <br /> N <br /> IL Q D <br /> O m <br /> T < <br /> S <br /> 2.00" KP ADAPTER S.C. JAMB D.S.S. JAMB TRANSOM SILL TRANSOM HEADER TRANSOM JAMB RACEWAY CAP g <br /> (2768) 11 (11777) 12 (11776) 13 (11129 14 (11128) 15 2 16 (8291) 17 N <br /> � <br /> Ln <br /> p QO <br /> CC Z <br /> V 0 <br /> Lij J <br /> CD <br /> O V) <br /> N cn <br /> vv PY S. ASH <br /> C OF WASjf <br /> DATE <br /> y� `a Q NOV 16, 2016 <br /> �� - 2 <br /> WAY ESHO,PE <br /> 20400 HALL RD <br /> 2.00" VERTICAL RACEWAY CLINTON TW,M 480M <br /> .pF 44477 4 (8290) 22 PROFESSIONAL NAE <br /> ENgNEER <br /> DRANK BY: <br /> CUSTOMER: <br /> SUNNWEST <br /> RAIN GUTTER 3.00" FASCIA 3.00" HANGING RAIL 4.25" HANGING RAIL DWG. NO.: <br /> 44215 18 2COUNTRYSUNR2 <br /> ( ) (16413) 19 (58D3) 20 (5859) 21 <br /> SHT.NO.: S7 <br /> 2TES2 <br /> 2OF7 1 <br />