SPECIAL DESIGN PROVISIONS FOR WED AND SEDMIC DPW SPECFICATIONS FOR STRUCTURAL STEEL BULONGS ABC 30 BULDING CODE REQUREMENTS FOR STRUCTURAL CONCRE 2. DESIGN LOADS DEAD LIVE 10 10pt 40 PRIVATE ROOM 100p CORRIDORS LABORATORES FLE ROOM 10 10 ROOF SCHO 10 45 ROOF TOP CHORDI GROUND SNOW WIND LOADS IN ACCORDANCE W TABLE OF THE ABOVE REFERENCED CODE 10 BASIC WIND SPEED 1 EXPOSURE а 4 CONTRACTOR TO VERFY ALL DIMENSIONS PROR TO CONSTRUCTION AND SHALL NOTIFY THE ENGINES MEDIATELY OF AC BETWEEN DOCUMENTS AND FIELD CONDITIONS NO SUBSTITUTIONS TO THE DESIGN ARE TO BE MADE WITHOUT THE APPROVAL OF THE ENGINEER THE CONTRACTORS RESPONSIBLE FOR ALL MEANS AND METHODS DURING CONSTRUCTION THE ENGINEERS SPECFYING THE FINISHED CONDITION ONLY, WITHOUT ASSUMING NEITHER KNOWLEDG ENOR RESPONSIBLITY FOR HOW THE CONTRACTORS WILL ACHIEVE THIS RESULT SHEAR WALL NOTES: 1. 3. 3. 4. FORHOLD DOWN SPERAS TM TEST STANDARDS, ANCHOR BOLT NUT SHOULD BE FINGER TIGHT PLUS 2 TURN WITH A HAND WRENCH CARE SHOULD TAKEN TO NOT OVER TORQUE THE NUT IMPACT WENSHOULD NOT USE WOOD SHRINKAGE CAN OCCUR DUE TO DRYING OF THE LUMBER LEAVING POTENTIAL FOR MOVEMENT F THE NUTS ARE NOT TIGHTENED ENOUGH RETIGHTENING NUTS BEFORE ENCLOSING THE WALL MAYEVENT THE ALL BOLTED ANCHORS ARE TO HAVE A DOUBLE NUT TO PREVENT LOOSENING ALL THE WOOD STRUCTURAL JOINTS ARE TO BE BLOCKED SOLD UNLESS NOTED OTHERWE SHEAR WALLS ARE TO HAVE WOOD STRUCTURAL PANELS 7/AM THE ON I SIDE OF THE WALL STUDS AND IT IS TO BATTACHED WITH DIAMETER NALS SPACED AS FOLLOWS *GC FOR THE PERMETER OF THE SHEA WILL GC FOR THE PERIMETER OF EACH SHEET **C FOR EVERYWHERE EL 6. UNLESS NOTED OTHERW THROUGH A DOUBLE SILL PLATE AND SPACED AT 4 7. ALL ANCHOR BOLTS ARE TO HAVE A ANCHOR BOLTS ARE 10 BE INSTALLED ww BEARING PLATE 8. ALL MEDWINCAL FASTEN ENG USED ARE TO CONFORM TO ASTMF 16 $ ADHESIVES ARE NOT BE USED ALONE OR IN COMBINATION WITH MECHANICAL FASTENERS TO ATTACH SHEAR WALL SHEATHING 10. ALL HEADERS LONGER THAN TO HAVE 2 SMPSON 25 ATES AT THE TOP AND BOTTOM OF THE POSTS SUPPORTINGIT F BUILDING IS WITHIN ONE MILE OF THE COASTAL HGH WATER MARK WIND BORNE DESRS REGION ALL PROPOSED WINDOWS ARE TO CONFORM TO ASTM E 1996 LASTME 1886 UNLESS PRE -CUT WOOD ARE PROV DED THAT CONFORM TO STRUCTURAL PANELS SECTION 180951 780 CMR TYPICAL ASPHALT SHNGLED ROOF ROOF PLAN Al SCALE 1/8 -r-o" GREY STANDING SEAR ROOF AY ENTRY WOOP 5-0 HDI HDI 5-5 PLANTING BED 10-0 17-47 10-1124 10-317 DOCTOR 10-0 x 12-0 DOCTOR 10-0x12-0 BASE UPPER CABINETS →→→→ PROC 19-2x10- 4/0 BASE (UPPER CABS TYP 3pv BATH UNLESS NOTED THESE STAIR 5-3117 10-317 SUPPLIES BACK HALLWAY 5-31/2 HALLWAY 2/9 COUNTERTOPS 30 AFF YORK STATIONS 4/0 BASE UPPER CABS TYP PROC -2x-4 310 CO OFFICE LAB HD2 RIVE 5-0° BREAK -x-b 314.co 5-317 1/ BASE UPPER CABS EMPLOYEE BATH 24-0 Bev LANDING ENTRY BATH HP нар FOUNTA VESTIBULE HD2 ‣ R-5 4X4 POST WAITING 023-0° FILES 1-5X3-0 5-317 SHUR HP HALLWAY 8-33 1-17 EXAM #2 EXAM #3 EXAM 14-10-0 T-W 15-0 T-6 FIRST FLOOR PLAN Al SCALE: 1/4" 1'-0" Π RECEPTION 4X4 POST T-OUT SO OPENG 1014 18-704 F-117 hove EXAM 14 ULTRA -TX-2 SOUND 6-99 5-99 3-10 12-4 HT 17-4 45-0 - PROPOSED Π BATH HD HD HO RO HD 3-5 -