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Home My WebLink AboutLIONS RIDGE FILING 1 BLOCK C LOT 1 TO 5 TIMBER RIDGE ■ HIM TMTMTM�MFP77 TIT LLLLLLLILLn LLLLLH Md line r uY 9 ,a V . ." 3'✓....1� 5 �1 If ,7 E F � r r. ��f `S I I r i. ►. it Page 1 Goggle r �Q 4... •T Y > R ,X i1 2 story building temporary egress for buildings G G H N a CL <c � Ay fA .e1/ � �J tr"" '•��.GJ/ t! >P" Er^"�`•'�' � A / �i/6/lCi kF � Google Earth : Directions 10/31 /2007 rytlA a f i 's. n Page I story building temporary egress plan for buildings A ET, IfJ 00 P r s � • T � �. s t ; s • • f Directions ,O 8 T ® 3 3V ppp u s F f —� � - -- - -- — / � � � '~ .. � .� / / ! ' � / � / / � ! � | / � | / n � , � | - | ` | i r | �~ ,^ , / / | -- _ - — ' - | / | / � � | ' ^ ^ / / - / CE U LLI LLI Ld to SAM En NEW 2x6 BLOCKING rA111111111011A C:) GENERAL NOTES 2003 INTERNATIONAL BUILDING CODE LOADS- SNOW LOAD = 80 PSF EXISITNG EXTERIOR WALL SEISMIC ZONE I WIND LOAD 85 MPH, EXP B, 3-SEC GUST All 1. DO NOT SCALE DRAWINGS 14 CONSTRUCTION OBSERVATIONS- IF THE PROFESSIONAL 2. IF CRITICAL DIMENSIONS DO NOT APPEAR ON DRAWINGS, SERVICES OF THE ENGINEER DO NOT EXTEND TO THE EXISTING SOFFIT FRAMING NOTIFY ENGINEER BIDDING PHASE, CONTRACT ADMINISTRATION, AND THE 3. ALL DIMENSIONS LOCATING EXTERIOR WALL SYSTEMS ARE SITE OBSERVATION OF THE CONTRACTOR'S WORK OR TO EXTERIOR FINISHED FACE OR INTERIOR FINISHED FACE NEW 2X6 TOP RAIL NOTE: /'_'- EXISTING ROOF TRUSSES PERFORMANCE, THEN BY THE ACCEPTANCE OF THESE Cn W UNLESS OTHERWISE NOTED DRAWINGS AND SPECIFICATIONS, IT IS AGREED THAT THE ALL EXISITNG HAND RAILS SHALL BE REPLACED 4 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND OWNER WILL DEFEND, INDEMNIFY, AND HOLD HARMLESS Z-1 Elm NEW 2X6 RAIL ATTACHED TO DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING THE ENGINEER FROM ANY CLAIM OR SUIT WHATSOEVER, EXISTING SCABBED 2x6 RAFTER WORK. CONTRACTOR SHALL IMMEDIATELY REPORT ALL INCLUDING, BUT NOT LIMITED TO, ALL PAYMENTS, NEW 44 POST W/ (2) 3/8"0 LAG SCREWS DISCREPANCIES OR DEVIATIONS IN THE DRAWINGS AND EXPENSES OR COSTS INVOLVED, ARISING FROM OR L1_ 1.1, NEW (2) 2x6 RAFTERS ATTACHED TO EXISTING CONDITIONS TO THE OWNER'S REPRESENTATIVE ALLEGED TO HAVE RISEN FROM THE CONTRACTOR'S LU a-m EXISTING RAFTERS, TYPICAL AT EACH RAFTER LOCATION. PRIOR TO COMMENCING WORK. C) 5 ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS PERFORMANCE OR THE FAILURE OF THE CONTRACTOR'S INSTALL NEW 2x2 BALUSTERS SPACED WITH A MAX. EDGE DISTANCE _j WORK TO CONFORM TO THE DESIGN INTENT AND THE (2) SIMPSON 1/4"OX4 1/2" SDS SCREWS ARE INTENDED TO BE TYPICAL AND SHALL BE CONTRACT DOCUMENTS. THE ENGINEER AGREES TO BE sn- CLEARANCE OF 4" BETWEEN BALUSTERS USE GALV 1/4"OXY LAG SCREWS > < 0 CONSTRUED TO APPLY TO ANY SIMILAR SITUATION RESPONSIBLE FOR HIS/HER OWN OR HIS/HER C) 0 8" O.C, TYPICAL @ EACH RAFTER LOCATION AND WASHERS FOR ATTACHMENT 0 LU ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT C-D EMPLOYEE(S) NEGLIGENT ACTS, ERRORS OR OMISSIONS. M SIMPSON H2 5 TIE @EACH JOIST LOCATION W DETAIL IS SHOWN. 15. ALL TRADES SHALL INSPECT SITE AND FAMILIARIZE 6. IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE THEMSELVES NTH THE PLANS AND SPECIFICATIONS IF NEW 44 POST AT MAXIMUM 6'-0" O.C. Uj 0 IN CONFORMANCE WITH ALL REQUIREMENTS OF THE THERE ARE DISCREPANCIES IN PLANS AND BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS SPECIFICATIONS OR UPON SITE INSPECTION, THE OWNER TYPE OF CONSTRUCTION AND OCCUPANCY ALL ITEMS OF CD AND ENGINEER SHALL BE N011FIED IMMEDIATELY. IF NOT WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER, AND IN ACCORDANCE NTH BEST MODERN FILED WITHIN A TEN DAY PERIOD IN WRITING, NO EXTRA COSTS WILL BE CONSIDERED OR APPROVED BY OWNER SIMPSON HD2A TO CONNECT POST T ry < CONSTRUC11ON PRACTICE. ALL MATERIALS, EQUIPMENT, EXISTING DECK BOARDS REPLACE AS NECESSARY WITH LIKE MEMBERS < AND WORK SHALL COMPLY NTH ALL CURRENTLY ALL DIMENSIONS SHOULD BE VERIFIED EXISTING DECK JOIST 0- > APPROVED OR ACCEPTED PROVISIONS OF APPLICABLE 16 LOCA11ONS OF U11LITIES REPRESENT THE BEST-KNOWN EXISITNG BEAM EXISTING 2x8 JOISTS W CODES AND STANDARDS, AND ALL FEDERAL, STATE, LOCATIONS AT THE TIME OF PREPARATION OF DRAWINGS. ATTACH NEW 44 RAILING POST Uj COUNTY, AND MUNICIPAL CODES LAWS, AND ORDINANCES THE CONTRACTOR SHALL FIELD-LOCATE ALL UTILITIES IN TO EXISTING DECK W/ (2) 1/2"0 THROUGH BOLTS ADVANCE OF EXCAVATION. RELOCATION OF UTILITIES MAY SUCH CODES, STANDARDS, LAWS AND ORDINANCES SHALL, UNLESS OTHERWISE MUTUALLY AGREED UPON, BE OR MAY NOT BE NEEDED AFTER THEY ARE EXPOSED -PLAN VIEW THOSE THAT WERE IN EFFECT ON THE DATE OF THE BID ACTUAL RELOCATION OF LINES WILL NOT BE THE OPENING. RESPONSIBILITY OF THE CONTRACTOR; BUT THE TYPICAL STAIR EAVE REPAIR j CONTRACTOR SHALL COOPERATE WITH UTILITY 7. ALL DAMAGES TO LANDSCAPING, UTILITIES, OR OTHER 0 NTS EXISTING COMPANIES TO COORDINATE THE RELOCATION EFFORT Or; 'STMUCTURES AS A RESULT OF CONSTRUCTION it LINES NOT RELOCATED SHALL BE PROTECTED BY THE SHALL BE RESTORED-TO ORIGINAL CONDITION EXCEPT CONTRACTOR IN PLACE. NO ADDITIONAL PAYMENT WILL WHERE MODIFICATIONS ARE NOTED BE ALLOWED FOR THE MINOR ADJUSTMENT OF 8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY BUILDING PERMITS COPIES SHALL BE STRUCTURES IN ORDER TO CLEAR A CONFLICTING FORWARDED TO OWNERS REPRESENTATIVE PRIOR TO UTILITY CONTACT UTILITY COMPANIES 48 HOURS IN START OF CONSTRUCTION ADVANCE WHEN WORKING ADJACENT TO THE UTILITY. INSTALL NEW 1/2"0 LAG SCREWS @ 32" 0 C. BURIED UTILITIES AND CABLE: 1-800-922-1987 TYPICAL EACH LEDGER LOCATION 9 CONTRACTOR SHALL ESTABLISH A WRITTEN SCHEDULE OF CONSTRUCTION AND REVIEW SAID SCHEDULE NTH 17. TEMPORARY SHORING OF STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER'S REPRESENTATIVE FOR APPROVAL, PRIOR TO THE START OF CONSTRUCTION SHALL BE PROVIDED DURING CONSTRUCTION. Al 18. SHOP DRAWING AND EQUIPMENT CUTS EACH TRADE 10. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO S/ - -SHALL SUBMIT SHOP DRAWING OR EQUIPMENT CUTS TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO OWNER FOR APPROVAL PRIOR TO COMMENCING WORK. NOTE: INSURE THE SAFETY OF THE BUILDING AND ITS (2) SIMPSON LPC6Z POST CAP ;V6 ALL BOLTS AND FASTENERS ARE 19. SCHEDULES: IT IS THE RESPONSIBILITY OF EACH TRADE COMPONENT PARTS DURING ERECTION. TO REVIEW AND FOLLOW CONSTRUCTION SCHEDULES IF ...........;/.. Lh cw 12007 MATERIAL, AND DEBRIS FROM THE PREMISES AND LEAVE /0 OWNER SHALL BE NOTIFIED 14 DAYS PRIOR TO DELAYED TO BE HOT DIPPED GALVANIZED OR NEW 6X6 POST TO REPLACE EXISTING 11. CONTRACTOR SHALL REMOVE ALL EQUIPMENT, UNUSED MATERIAL CAN NOT REACH THE SITE ON TIME, THE 0 ?�011 00 STAINLESS STEEL ALL SIMPSON CONNECTORS THE SITE IN A NEAT AND CLEAN CONDITION . . ....... ARE TO BE ZMAX GALVANIZED (G185). IL DELIVERY FOR POSSIBLE CHANGES TO MATERIAL THAT F V 12. THE OWNER SHALL RETAIN RIGHT TO APPROVE OR POST AS NECESSARY \NN 0 CAN BE USED WITHOUT ALTERING SCHEDULE. CERTIFICATION THESE CONSTRUCTION DOCUMENTS, AS INSTRUMENTS OF FULLY SUPPORT NEW BLOCKING SIMPSON ABU66 POST SERVICE, ARE THE PROPERTY OF THE ENGINEER AND r 0 RE MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED AND NEW SISITERED 2x6 RAFTERS Al b -H BASE ATTACHED TO GALV. WRITTEN CONSENT OF THE ENGINEER. @ EXISTING WALL ..... 5/8"0 ALL-THREAD EXISITNG SOFFIT 3171 PACK TIGHT W/ NON-SHRICK GROUT FRAMING (1) LAYER 5/8' TYPE X GYP. FIRE TAPE ALL JOINTS HEIGHT SET NUT & EXISITNG EXTERIOR WALL 2) S ON 1/4'OX4 1/2" SDS SCREWS WRANCHOR ALL-THREAD @ 8" 0 C., TYPICAL @ EACH RAFTER LOCATION ROD co EXISITNG BEAM CD co STAIR EAVE REPAIR SECTION TYPICAL DECK REPAIRS U) APPROVED Community Development Department Tolgi OFVfiA Building Safety and Inspection Services 3: Ln Section 161:1 I'_ 2M3 International Building Codefinternational P,:, Code Validity of permIL The issuance or granting of a p� not be ccnStrued to be a permit for,or an approval of,any k :'t any of t'-.o provisions of this code or of any other ordinance cf L - 0 junsdjction Permits presuming to give authority to violate or cz-,--z;l the z provision.:,,cf this code or other ordinances of the jurisdiction shall not be valid Tho icsuance of a permit based on construction documents and JOB NO 062101 other data shall not prevent the building official from requiring the DRAWN VGN correction of errors in the construction documents and other data.The building official is also authorized to prevent occupancy or use of a CHECKED NLM structure where in v ion this ode or of any other ordinances of this jurisdiction. DESIGNER VGN PLANS EXAMINE 1 DATE. Lf _22 ISSUE DATE 10/11/07 SCALE AS NOTED FILE SHEET S - 1