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WALKDOOR ANCHOR BOLT DETAIL WINDOW ANCHOR BOLT DETAIL <br /> ACCESSORY SCHEDULE <br /> -1} WHEN FIELD LOCATING WALKDOOR DO 1) FIELD LOCATED BY OWNER. MARK DESCRIPTION DETAIL QTY. <br /> SO IN ONE FOOT INCREMENTS STARTING 2) USE 1/2" 0 x 3-3/4" EXPANDED ANCHORS -'r .,„-----16070 WALKDOOR F/0 0� 3 <br /> /4-0 X 4-0 WINDOW F/0 8 <br /> AT STEEL LINE. OR EQUAL, MINIMUM EMBEDMENT 2-1/4". 4 0 (TYP) — 2-0 X 4-0 WINDOW F/0 2 <br /> 1 " " 4" GENERAL NOTES <br /> EXAMPLE: V-81/2", 2 —8/Z . 3 —81 h , ETC. -.0.--41.- ANCHOR BOLTS <br /> 2) USE 1/2" 0 x 3-3/4 EXPANDED ANCHORS 1. THIS BUILDING IS DESIGNED FOR THE FOLLOWING LOADS IN <br /> OR EQUAL, MINIMUM EMBEDMENT 2-1/4". ACCORDANCE WITH THE 1997 UBC BUILDING CODE. <br /> —.......— ROOF LL = 25.00 psf <br /> WIND LOAD = 80.00 mph or psf EXPOSURE C <br /> COLLATERAL LOAD = 0.00 psf <br /> 2.4. <br /> ' A SEISMIC ZONE = 3 <br /> + 3CRANE = N/A TYPE N/A <br /> - o MEZZANINE LOAD: <br /> N� I cvi <br /> I I w 1�" o LL = N/A psf <br /> LLLL����__ + + _ DL = N/A psf <br /> i ---��11 C 2. ANCHOR BOLTS AND ANY OTHER ITEMS EMBEDDED IN CONCRETE, <br /> 1 1 INCLUDING ALL MASONRY FASTENERS AND ANCHORS, ARE NOT <br /> 2� 4 3�-11/2" ►-4' —� 1 /2' BY SUNWARD. <br /> • SIDEWALL 3. FOUNDATION DESIGN OR ANY OTHER CONCRETE DESIGN WORK <br /> SEE NOTE #1 _ 3'-7" WIDTH + 3" IS NOT BY SUNWARD (CONSULT A LOCAL ENGINEER FOR THE <br /> DESIGN OF FOUNDATION AND CONCRETE WORK). <br /> 4. BASE PLATES ARE DESIGNED ASSUMING CONCRETE HAS A <br /> DETAIL DETAIL © C1 BASE: 5" x 8" MINIMUM STRENGTH OF 2500 psi AT 28 DAYS. <br /> 5. BASE PLATES SIZES ARE 3" x 8" UNLESS NOTED. <br /> 6. ALL REACTIONS ARE GIVEN IN KIPS (1000 LBS). <br /> —4- MATERIAL SPECIFICATIONS <br /> 4'4" 0 (TYP) T4" 0 (TYP) 4'4 0 (TYP) 1. GIRTS, PURLINS, AND EAVE STRUTS: ASTM A570, GRADE 55. <br /> ANCHOR BOLTS ANCHOR BOLTS ANCHOR BOLTS 2. 11 GA. AND 7 GA. WEB PLATE: ASTM A570, GRADE 50. <br /> 3. 0.25 AND GREATER WEB PLATE: ASTM A572, GRADE 50. <br /> 4. BAR STOCK: ASTM A529, GRADE 50. <br /> I rk' 5. SHEETING: ASTM A446, GRADE "E" 80,000 psi. <br /> J — J 6. TRIM: ASTM A446, GRADE "D" 50,000 psi. <br /> 'I + 3NUR + 7. BRACING: EHS ZINC COATED STEEL WIRE STRAND CONFORMING <br /> oo o TO: ASTM A475-72a. <br /> Z w �- — + L �? - I 8. ANCHOR BOLT: ASTM A307 OR A36 ROD MATERIAL. <br /> w <br /> 74 k' ��, 9. HIGH STRENGTH BOLTS: ASTM A325 (USED WHERE SPECIFIED <br /> ON DRAWINGS). ASTM A325 BOLTS ARE DESIGNED AS BEARING <br /> TYPE CONNECTIONS AND THREADS ARE INCLUDED IN THE SHEAR <br /> 4" 4" 4" 4 PLANE IN THE DESIGN OF THESE BOLTS. <br /> VERIFY LENGTH AND WIDTH DIMENSIONS <br /> —0-- CHECK YOUR ANCHOR BOLT <br /> © SETTING PLANS TO MAKE CERTAIN <br /> BASE: 5" x 10" <br /> BASE: 5" x 1 0" BASE: 5" x 8" THAT THE DIMENSIONS LISTED AGREE WITH <br /> THE DIMENSIONS ON YOUR CONTRACT (:1;i7o2!,/ <br /> CONCRETE EDGE SECTION <br /> e <br /> 1 0 <br /> <ts- 1/Asli /•f 0 <br /> ° ° � .2 ' SUNWARD CORPORATION <br /> ° °° d ., ' Buyer : EMERALD NORTHWEST Drawn By: RN <br /> Q ° 23041 Cust. DELTA BAPTIST CHURCH 1-9-99 <br /> 0 p ° kCISIERtO c A� Descr.: 83X84X20 2.00 :12 Check By:)r') <br /> ° SIGNAL c,-s.:;` <br /> d ° ° �� Site EVERETT, WA 7- IS--941 <br /> 'EXPIRES 12-29-99 I Scale NONE <br /> P.O. G22305 SHEET NO. A2 OF 3 <br />