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HomeMy WebLinkAbout13000 Solstice Lp (a)(D AL CONDMONS 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CONCRETE - BATCH PLANT INSPECTION CODE (FBC 2010) WITH CITY OF SANFORD AMENDMENTS. 2. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES CONCRETE - REBAR PLACEMENT FOR 135 MPH WIND (3 SEC GUST), EXPOSURE B, FOR RISK CATEGORY II BLDGS. CONCRETE - REBAR WELDING AND AS SPECIFIED IN THE ABOVE REFERENCED CODE, 3. THE DESIGN DEAD LOADS ARE AS SHOWN ON TRUSS LOADING DIAGRAMS CONCRETE - PST -TENSION STEEL. PLACEMENT ON THE SCHEDULE SHEET. THE CODE RECOMMENDED LIVE LOADS ARE CONCRETE - POST -TENSION STRESSING AS FOLLOWS: ....... CONCRETE - EXPANSION ANCHORS PUBLIC AREAS ....... . ........ 100 paf CONCRETE - EPDXY RPF.......................... 20 psf STRUCTURAL STEEL, SHOP WELDING FILLET WEDS RESIDENTIAL FLOOR .................. 40 psf STRUCTURAL STEEL SHOP WELDING PARTIAL OR FULL PENETRATION WELDS BALCONIES ........................ 60 psf 4. LIVE LOAD REDUCTIONS FOR THE STRUCTURE ARE IN STRICT ACCORDANCE STRUCTURAL STEED., FIELD WELDING PARTIAL OR FULL PENETRATION WELDS WITH THE AFOREMENTIONED CODE, 5. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE REACHED, THIS INSPECTION SHOULD BE PERFORMED PRIOR TO THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL GEOTECHNICAL REPORT, NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE PLACEMENT OF THE SLAB REINFORCEMENT IN THE EXCAVATION. INSPECTION STRUCTURE AT ALL STAGES OF CONSTRUCTION, 6. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING OF THE FOUNDATION REINFORCEMENT FOR THE SLAB POUR SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER PRIOR TO PLACING OF CONCRETE DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC, NOT SHOWN ON STRUCTURAL FOLLOWING ALLOWABLE SOIL BEARING PRESSURES: DRAWINGS. 7. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY TOTAL LOADS ...... , . , .. 2500 psf CONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF THE GEOTECHNICAL CONSULTANT SHOULD MONITOR THE DECREE OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL S3 -OA INFORMATION SHOWN HEREON AS CORRECT, AND DELEGATES HIMSELF TO ANY COMPACTION OF THE FILL FOR THE SUBGRADE BENEATH THE SLAB - ON - JOB EXPENSE, REAL OR IMPLIED. DUE TO ANY ERRORS THAT MAY OCCUR THE PST - TENSIONED SLAB -- ON - GRADE WAS DESIGNED IN ACCORDANCE HEREON. B. ALL MATERIALS AND WORKMANSHIP CONFORM TO THE DRAWINGS AND WITH THE FOLLOWING PARAMETERS: SPECIFICATIONS AND TO THE LATEST EDITION OF THE BUILDING CODE, 9. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS, ANY a. DIFFERENTIAL SETTLEMENT - <1.0 INCH DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 10, THE CONTRACTOR SWILL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT UNDER THE SLABS - ON - GRADE SHALL BE PERFORMED, PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL ON PLANS. UNLESS NOTED OTHERWISE, INSTALL 22 go x 7/8" CORRUGATED BRICK TIES 3' NATIONAL., STATE, AND LOCAL. SAFETY ORDINANCES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF INTO MASONRY AT SPACING NO GREATER THAN 16" HORIZONTAL AND VERTICAL, TRADES ANO SHALL CHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE SLABS - ON - GRADE SHALL BE PERFORMED. CALLED TO THE ATTENTION OF THE ARCHITECT AND BE RESOLVED BEFORE EXCAVATIONS FOR FOUNDATIONS SHALL BE CLEANED AND HAND TAMPED TO A UNIFORM SURFACE. FOOTING EXCAVATIONS SHALL. HAVE THE SIDES AND PROCEEDING WITH ANY WORK. 12. ANY REFERENCE TO CODES OR SPECIFICATIONS SHAL BE WITH RESPECT TO BOTTOMS TEMPORARILY LINED WITH 6 MIL VISQUEEN IF PLACEMENT OF CURRENT EDITIONS OF THE SAME. 13. THE STRUCTURAL INTEGRITY OF ANY BUILDING RELIES ON THE FULL CONCRETE DOES NOT OCCUR WTTHIN 48 HOURS OF THE EXCAVATION OF THE INTERACTION OF ALL ITS COMPONENT PARIS, WITH NO PROVISIONS MADE FOR THE STRUCTURAL ENGINEER SHOULD EXAMINE THE TENDON PLACEMENTS AND CONDITIONS AND / OR SEQUENCES OF CONSTRUCTION AND THE STRUCTURAL FOOTING. DESIGN IS BASED ON THIS PREMISE. THEREFORE, THE CONTRACTOR SHALL REBAR IN THE SLAB POURS TO THE PLACING OF THE CONCRETE. PROVIDE ADEQUATE BRACING OF SUPERSTRUCTURE DURING CONSTRUCTION, 14. INTERIOR OR EXTERIOR BEARING AND SHEAR WALLS, IF LOADED BEFORE ALL BOLTED OR NAILED CONNECTIONS FOR HOLDOWNS AND STRAPS SHALL BE SHEATHING, SHALL HAVE CONTINUOUS, TEMPORARY BRACING AT MID HEIGHT OF THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE STUDS PRIOR TO APPLYING ANY CONSTRUCTION LOADS, 15, FRAMING LAYOUTS ARE PROVIDED TO REPRESENT DESIGN CONCEPTS AND STRUCTURAL ENGINEER AND / OR THE GEOTECHNICAL. ENGINEER BEFORE SYSTEMS CONSTRUCTION. CONTRACTOR AND HIS SUBCONTRACTORS ARE RESPONSIBLE FOR MATERIAL QUANTITIES AND ANY AND ALL UNSPECIFIED FURTHER CONSTRUCTION IS ATTEMPTED. COMPONENTS REQUIRED FOR CONSTRUCTION. 16, CONTRACTOR SHALL BE RESPONSIBLE R 1 L.E FO RIGID BRACING OF ALL WALLS, GENERAL CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER 48 HOURS FORMWORK, SHORING, AND FALSE WORK DURING CONSTRUCTION. 17. BEARING WALL STUDS DERIVE THEIR LOAD CARRYING CAPACITY WHEN SHEATHED PRIOR TO PLACEMENT OF CONCRETE IN THE FOUNDATIONS. AND NAILED ON AT LEAST ONE SIDE, FLOOR FRAMING SUPPORTED BY STUD 8. WALLS SHALL NOT BE LOADED BY BUILDING MATERIALS OR ANY OTHER DEAD 6, LOADS UNLESS APPROVED BY THE ENGINEER. 18. CONTRACTOR SHALL VERIFY ALL DROPS, OFFSETS, BLOCKOUTS, BRICK LEDGES, . AND DIMENSIONS WITH ARCHITECTURAL PIANS PRIOR TO PROJECT LAYOUT. 19, THE PERFORMANCE OF THE FOUNDATION AS DESIGNED DEPENDS ON PROPER 7. CONSTRUCTION OF THE DRAINAGE SYSTEMS AND MAINTENANCE OF THE DRAINAGE SYSTEMS AFTER CONSTRUCTION IS COMPLETE, ALL ROOF DRAINAGE SHOULD BE COLLECTED AND REMOVED INTO AN UNDERGROUND STORM DRAIN 10. SYSTEM. LANDSCAPE IRRIGATION AND DRAINAGE AROUND THE FOUNDATION • MUST BE CONSTRUCTED WITH POSITIVE DRAINAGE WEU AWAY FROM THE aBUILDING PERIMETER ON ALL SIDES. UNDERGROUND STORM DRAINS SHOULD NOT BE PLACED BENEATH BUILDINGS AND AIR CONDITIONING CONDENSATE " SHOULD NOT BE DRAINED EITHER ADJACENT TO OR BENEATH THE FOUNDATION, / A 1 UffM�RW�ON�%"�M���� (OSB)A(STURDY FLOOR) WITH PD PAN RATING OF 4488/224.S INSSTALLI 1. THE CONTRACTOR IS RESPONSIBLE FOR THE FABRICATION, ERECTION, AND JOB SAFETY. THE CONTRACTOR SH,AI I COMPLY WITH ALL APPLICABLE SAFETY REQUIREMENTS AND SAFETY ORDINANCES FROM PUBLIC AGENCIES. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY REQUIREMENTS AND SAFETY ORDINANCES FROM PUBLIC AGENCIES, THE CONTRACTOR SHALL INSTRUCT ALL PERSONNEL AND SUBCONTRACTORS REGARDING SAFETY PROCEDURES THAT ARE BEING USED FOR THE DURATION OF THE PROJECT CONSTRUCTION. W0 C 1. CONCRETE FOR SLAB - ON - GRADE AND GRADE BEAMS SHALL HAVE NATURAL SAND FINE AGGREGATE AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM C33, TYPE I PORTLAND CEMENT CONFORMING TO ASTM C150, AND SHALL HAVE A COMPRESSIVE STRENGTH (F'c) OF 3000 psi AT 28 DAYS. 2. CONCRETE FOR ELAVATTD BREEZEWAY AND BALCONIES SHALL HAVE SAND FINE AGGREGATES, LIGHTWEIGHT COARSE AGGREGATES CONFORMING TO ASTM C330, TYPE I PORTLAND CEMENT CONFIRMING TO ASTM 150, AND SHALL. HAVE A MAXIMUM DRY DENSITY OF 120 POUNDS PER CUBIC FOOT. THE CONCRETE SWAM. HAVE A COMPRESSIVE STRENGTH (rc) OF 2500 pal AT 28 DAYS, CONCRETE SHALL BE REINFORCED WITH FIBER MESH. 3. FLY ASH MAY BE USED AS A POZZOLAN TO REPLACE A PORTION OF THE PORTLAND CEMENT IN A CONCRETE MIX, SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER. FLY ASH, WHEN USED, SHALL BE PROPORTIONED TO ACCOUNT FOR THE PROPERTIES OF THE SPECIFIC FLY ASH USED AND TO ACCOUNT FOR THE SPECIFIC PROPERTIES OF THE FLY ASH CONCRETE THUS RESULTING. THE RATION OF THE AMOUNT OF THE FLY ASH TO THE TOTAL AMOUNT OF FLY ASH _AND CEMENT IN THE MIX SHALL NOT EXCEED 20 PERCENT. 4. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORM TO THE RECOMMENDATIONS OF THE ACI DETAILING MANUAL ACI 315. 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI 301. 6. CONCRETE COVER PROTECTION FOR REINFORCING SHALL CONFORM TO ACI 318. 7. CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60, WITH SUPPLEMENTARY REQUIREMENTS (S1). NO» 3 BARS MAY CONFORM TO ASTM A615 GRADE 40, WITH SUPPLEMENTARY REQUIREMENTS (S1) UNLESS NOTED OTHERWISE. THE "N" DESIGNATION SHAL I BE ACCEPTED IN LIEU OF THE "S" DESIGNATION REQUIREMENT; HOWEVER, OTHER REQUIREMENTS OF SUPPLEMENT (S1) SHALL BE MET. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED, OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER, 8. WELDING OF REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURAL ENGINEER, SHAD. CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.479. ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL CONFORM TO ASTM A233, CLASS E9gXX. 9. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITH ACI 315 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE. 10, MAXIMUM SLUMP IN CONCRETE SHALL NOT EXCEED 5" IN FIATWORK. 11, ALL CONCRETE MIX SHALL BE DESIGNED BY A QUALIFIED REGISTERED ENGINEER AND IAB CONCRETE MIX DESIGN DATA RESULTS SHALL BE SUBMITTED TO STRUCTURAL ENGINES FOR REVIEW. 12. WATER FOR CONCRETE SHALL BE CLEAN, FRESH, AND DRINKABLE, 13. CONCRETE MIX DESIGNS MUST BE SUBMITTED A MINIMUM OF 15 DAYS PRIOR TO THE START OF WORK FOR ENGINEER AND OWNER'S TESTING LABORATORY APPROVAL PRIOR TO PLACEMENT OF CONCRETE IN THE PLANT OR FIELD. ANY ADJUSTMENTS IN APPROVED MIX DESIGNS INCLUDING CHANGES IN ADMIXTURES MUST BE SUBMITTED IN WRITING TO THE ENGINEER AND OWNER'S TESTING LABORATORY FOR APPROVAL PRIOR TO USE IN THE FIELD. 14. WELDED WIRE FABRIC (WWF) SPL BE IN ACCORDANCE WITH ASTM A185. PROVIDE FABRIC IN FLAT SHEETS (ROLLED SHEETS ARE NOT ACCEPTABLE), LAP FABRIC TWO MESHES AT SPLICE LOCATIONS, 15, ALL REINFORCING STEEL SHALL BE SUPPORTED TO MID - DEPTH USING PLASTIC CHAIRS SPACED AT 48" ON CENTER EACH WAY. 16, AFTER COMPLETING THE SURFACE FINISH ON A CONCRETE POUR. THE POUR SHALL BE COVERED WITH PLASTIC AND KEPT DAMP FOR THE NEXT 72 HOURS, 17, CURING COMPOUND MAY BE USED IN LIEU OF WET CURING. SUBMIT CURING COMPOUND TO ARCHITECT AND ENGINEER FOR REVIEW, CURING COMPOUNDS THAT MAY HAVE CONFLICT WITH THE FINISH SHALL NOT BE USED. --_ I -0- + 1. DESIGN AND CONSTRUCTION OF POST - TENSIONED SLABS - ON - GRADE SHALL BE IN ACCORDANCE WITH POST - TENSIONING INSTITUTE. 2, ALL POST - TENSIONING TENDONS SHALL BE LO -LAX AND ANCHORAGES SHALL CONFORM TO REPORT NO. ACI 423-34-83. TENDONS SHALL BE FABRICATED FROM 1/2'0 270 kai STRAND MEETING ASTM A-416. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 psi AT TIME OF FULL STRESSING, AND 3,000 psi AT 28 DAYS. WATER CONTENT SHALL BE CONTROLLED AND MINIMIZED; OTHERWISE, CRACKING DUE TO SHRINKAGE WILL BE EXCESSIVE, 4. THE LOCATION OF CONSTRUCTION JOINTS AS DETAILED ON THE CONTRACT DOCUMENTS MAY NOT BE CHANGED WfTPUT APPROVAL FROM ENGINEER. 5. TENDONS AND REINFORCING 13ARS SHALL BE TIED AT ALL INTERSECTIONS. TENDONS SHAM BE SUPPORTED ON CHAIRS AT NO MORE THAN 4, FEET O.C. REBAR SHAL BE ADEQUATELY SUPPORTED, CARE SHALL BE USED DURING PLACEMENT OF CONCRETE SO THAT POSITIONING OF TENDONS AND SUPPORTS IS MAINTAINED. 6. AT DEAD ENDS, TENDON SHEATHING MAY BE CUT BACK AS MUCH AS 12' FROM THE ANCHORAGE. AT STRESSING ENDS, SHEATHING MAY BE CUT BACK A MAXIMUM OF 2", FOR PATCHING OR REPLACEMENT OF SHEATHING, TAPING IS SUFFICIENT, 7. CONCRETE SHALL BE WELL CONSOLIDATED IN THE VICINITY OF END ANCHORAGE. 8. TENDON FORCE VARIATIONS INDICATED BY GAGE PRESSURE AND ELONGATION IN EXCESS OF 7 PERCENT SHALL BE REPORTED TO THE STRUCTURAL ENGINEER. 9. STRESSING OF TENDONS SHALL BE CONDUCTED AS FOLLOWS: a. TENDONS LESS THAN 100 FEET IN LENGTH SHALL. BE FULLY WITHIN 3 DAYS AFTER CONCRETE PLACEMENT AND MINIMUM CONCRETE COMPRESSIVE STRENGTH IS 2,000 psi. b, TENDONS GREATER THAN 100 FEET IN LENGTH SHALL BE PARTIALLY STRESSED TO 25% OF FULL STRESS WITHIN 24 HOURS OF CONCRETE PLACEMENT, FULL STRESSING OF THESE TENDONS SHALL OCCUR WITHIN 3 AND 4 DAYS AND MINIMUM COMPRESSIVE STRENGTH IS 2,000 psi. 10. THE JACKING FORCE IN THE 1/2" DIAMETER LO RELAXATION PRESTRESSING STRANDS SHALL BE AS FOLLOWS: a. INITIAL JACKING FORCE (0.80 Fpu) - 33 kips b. FINAL JACKING FORCE (0.75 Fpu) a 31 kips THE POST - TENSIONED SLAB - ON - GRADE DESIGN IS BASED ON PRESTRESSING LOSSES NOT EXCEEDING 20% OR 4,59 kips PER TENDON EXCLUDING SEATING AND FRICTIONAL LOSSES. 11. TENDONS 1/2"0 270K SHALL. BE ANCHORED AT 31.0 kips. THESE TENDONS MAY BE TEMPORARILY STRESSED TO 33.0 kips IN ORDER TO OVERCOME FRICTION AND COMPENSATE FOR SEATING LOSSES. 12. F LONGAl10N5 SHALL BE APPROXIMATELY 0.079" PER FOOT OF STRESSED TENDON LENGTH U.N.O. ON PLAN, ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 13. STRESSING POCKETS SHALL BE PATCHED WITH A STIFF GROUT MIX. 14. CONTRACTOR SHALL SUBMIT COMPLETE PLACING PLANS INCLUDING DETAILS OF TENDON AND BAR PLACEMENT, 15. POST - TENSIONING TENDONS IN BEAMS SHALL BE DRAPED AS SHOWN IN PLANS USING SMOOTH PARABOLIC DRAPES. 16. CONTRACTOR SHALL PROVIDE ALL BAR AND TENDON SUPPORTS AND ADDITIONAL REINFORCING REQUIRED TO MAINTAIN SPECIFIED COVERAGES AND DRAPES. 17, AFTER TENDONS ARE STRESSED ANO EXCESS CUT OFF, ANY EXPOSED HARDWARE SHALLBE SPRAYED WITH RUST - INHIBITIVE PAINT AND OPENINGS SHALL BE GROUTED FLUSH WITH SLAB EDGE. 18, TENDONS SHALL HAVE THE PRESTRESSING STRAND PERMANENTLY PROTECTED AGAINST CORROSION BY A CHEMICALLY STABLE, PROPERLY APPLIED CONTINUOUS COATING OVER THE ENTIRE TENDON LENGTH, SHEATHING FOR UNBONDED TENDONS SHALL HAVE SUFFICIENT TENSILE STRENGTH AND WATER RESISTANCE TO RESIST DAMAGE AND DETERIORATION AND SHALL BE CONTINUOUS OVER THE TENDON LENGTH. 19. ANCHORAGES OF UNBONDED TENDONS SHALL DEVELOP AT LEAST 95 PERCENT OF THE MINIMUM SPECIFIED ULTIMATE STRENGTH OF THE PRESTRESSING STEEL, WITHOUT EXCEEDING ANTICIPATED SET. SPECIAL REINFORCEMENT, REQUIRED FOR THE PERFORMANCE OF THE ANCHORAGE, SHALL BE SPECIFIED THE TENDON SUPPLIER. 20. POST - TENSIONING CONTRACTOR SHALL SUBMIT TO ENGINEER FOR REVIEW THE FOLLOWING: a. LAB TEST AND RESULTS ON ANCHORAGE SYSTEM. b. CURRENT CALIBRATION DATE FOR STRESSING EQUIPMENT TO BE USED. c. COEFFICIENT OF FRICTION FOR STRANDS. d. MILL TESTS FOR STRANDS. 21. POST - TENSIONING SLAB TENDONS SHALL BE PLACED IN A STRAIGHT LINE FROM PULL END TO DEAD END AS SHOWN ON PLANS. DEVIATION AT ANY PLACE FROM THE LAYOUT SHOWN ON PLANS SHALL NOT EXCEED 10' IN A GRADUAL PARABOLIC SWEEP, 22, TENDONS SHALL NOT BE PLACED WITHIN 6' OF A SLAB PENETRATION, OPENING, OR EXTERIOR EDGE. 23, CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ALL POST - TENSIONING TENDONS WHEN USING EXPANSION BOLTS, ADHESIVE ANCHORS, OR POWDER ACTUATED FASTENERS. THE CONTRACTOR SHALL LOCATE TENDONS WITH SPECIALIZED EQUIPMENT SUCH AS BAR METERS AND / OR PACHOMETERS FOR THIS PURPOSE. 1. THE FOLLOWING CONSTRUCTION TYPES SHAD BE INSPECTED IN ACCORDANCE WITH THE 2003 IBC, SECTION 1704 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. ALL INSPECTIONS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED, FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO MATERIAL SAMPLING AND TESTING SECTION BELOW. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS TO THE STRUCTURAL ENGINEER, ARCHITECT, CONTRACTOR, OWNER AND BUILDING DEPARTMENT (IF REQUIRED). ANY DISCREPANCIES SHALL. BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF LEFT UNCORRECTED TO THE STRUCTURAL ENGINEER, ARCHITECT AND BUILDING DEPARTMENT (IF REQUIRED). REQUIRED ITEM SCHEDULE GRADING, EXCAVATIONS, FILL, PIERS 13Y GEOTECHNICAL ENGR. CONCRETE - BATCH PLANT INSPECTION PERIODIC CONCRETE CONCRETE PLACEMENT CONTINUOUS CONCRETE - REBAR PLACEMENT INSPECT FINAL PLACEMENT CONCRETE - REBAR WELDING CONTINUOUS CONCRETE - ANCHOR BOLTS AND PLATES INSPECTFINALPLACEMENT CONCRETE - PST -TENSION STEEL. PLACEMENT INSPECT FINAL PLACEMENT CONCRETE - POST -TENSION STRESSING CONTINUOUS CONCRETE - EXPANSION ANCHORS PERIODIC CONCRETE - EPDXY PERIODIC STRUCTURAL STEEL, SHOP WELDING FILLET WEDS N A STRUCTURAL STEEL SHOP WELDING PARTIAL OR FULL PENETRATION WELDS N/A STRUCTURAL STEEL, FIELD WELDING FILLET WELDS N A - STRUCTURAL STEED., FIELD WELDING PARTIAL OR FULL PENETRATION WELDS N/A EXTERIOR MASONRY WALLS NTA 2. UPON COMPLETION OF THE JOB, THE TESTING LABORATORY PROVIDING SERVICES SHALL FURNISH TO THE OWNER, ARCHITECT AND ENGINEER OF RECORD, A STATEMENT SIGNED BY A USCENSED PROFESSIONAL ENGINEER THAT, TO THE BEST OF THEIR KNOWLEDGE, ALL REQUIRED TESTS AND INSPECTIONS WERE MADE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENT. 3. THE FOLLOWING SHALL BE SAMPLED AND TESTED BY A CERTIFIED INSPECTOR FROM AN ESTABLISHED TESTING AGENCY IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, GENERAL NOTES OR PREVAILING BUILDING CODE, WHICH EVER IS MORE STRINGENT. ALL MATERIAL SAMPLING AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM REQUIREMENTS. FOR ADDITIONAL INFORMATION ON MATERIAL SAMPLING AND TESTING, REFER TO PROJECT SPECIFICATIONS AND GENERAL NOTES. THE TESTING AGENCY SHALL. SEND COPIES OF ALL STRUCTURAL TESTING REPORTS DIRECTLY TO THE STRUCTURAL ENGINEER, ARCHITECT, CONTRACTOR, OWNER AND BUILDING DEPARTMENT (IF REQUIRED)ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTIBNTION OF THE STRUCTURAL ENGINEER. REQUIRED ITEM SCHEDULE CONCRETE - REINFORCING MILL CERTIFICATES CONCRETE - CYLINDERS AS REQUIRED PER SPECIFICATIONS POST -TENSION TENDONS (2) 5 FT. SAMPLES PER REEL. ONE FROM EACH ENO EXPANSION ANCHOR INSTALLATION COORDINATE WITH ENGINEER ON FREQUENCY OF TESTING EPDXY ANCHOR INSTALLATION COORDINATE WITH ENGINEER ON FREQUENCY OF TESTING MASONRY AS REQUIRED PER SPECIFICATIONS GROUT FOR MASONRY WALLS AS REQUIRED PER SPECIFICATIONS FOUi+®ATM + BMM PAD + WSPIEC" !� SHEET CONTENTS 1 IV STRUCTURAL SPECIFICATIONS 2 I@�_ I. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON A 1, THE STRUCTURAL ENGINEER SHALL INSPECT THE ERECTION OF THE WOOD 4 REPORT PREPARED BY NODARSE & ASSOCIATES 3 STORY CONTINUOUS LOAD PATH WALL ELEVATION FRAME INCLUDING WALL FRAMING, SHEAR WALLS, WOOD TRUSSES, AND S1-0 REPORT No. H1115492 DATED APRIL 4, 2012 6 PLYWOOD DECKING. 2. THE CONTRACTOR SHALL PERFORM EXCAVATIONS, FOOTING CONSTRUCTION, 2. THE GEOTECHNICAL CONSULTANT SHOULD. EXAMINE EACH FOOTING EXCAVATION 2. AND PREPARATIONS OF THE COMPACTED FILL UNDER THE SLAB - ON - 3RD FLOOR FRAMING & 2ND FLOOR BRACING PLAN - BUILDING TYPE I AND FILL TO DETERMINE THAT THE PROPER DESIGN REQUIREMENTS HAVE BEEN S1-4 GRADE IN ACCORDANCE WITH RECOMMENDATIONS CONTAINED IN THE 10 REACHED, THIS INSPECTION SHOULD BE PERFORMED PRIOR TO THE SLAB FORMING PLAN - BUILDING TYPE II GEOTECHNICAL REPORT, 3, PLACEMENT OF THE SLAB REINFORCEMENT IN THE EXCAVATION. INSPECTION 3. THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR THE 2ND FLOOR FRAMING & IST FLOOR BRACING PLAN - AIDING TYPE II OF THE FOUNDATION REINFORCEMENT FOR THE SLAB POUR SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER PRIOR TO PLACING OF CONCRETE 1 FOLLOWING ALLOWABLE SOIL BEARING PRESSURES: 4. IN EACH POUR. .0_11%�ICATED�lSTAIRS MiSC` TOTAL LOADS ...... , . , .. 2500 psf 3. THE GEOTECHNICAL CONSULTANT SHOULD MONITOR THE DECREE OF 16 S3 -OA 5. COMPACTION OF THE FILL FOR THE SUBGRADE BENEATH THE SLAB - ON - 4. THE PST - TENSIONED SLAB -- ON - GRADE WAS DESIGNED IN ACCORDANCE 18 GRADE. ANY AREAS OF WEAKNESS SHOULD BE REWORKED ACCORDING TO I. WITH THE FOLLOWING PARAMETERS: S3-2 CONSULTANTS RECOMMENDATIONS. 2. a. DIFFERENTIAL SETTLEMENT - <1.0 INCH 4, ATTERBERG LIMITS TESTS OF ALL MATERIAL TO BE USED AS COMPACTED FILL 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE 22 UNDER THE SLABS - ON - GRADE SHALL BE PERFORMED, 4. ON PLANS. UNLESS NOTED OTHERWISE, INSTALL 22 go x 7/8" CORRUGATED BRICK TIES 3' 5. COMPACTION TESTS OF EACH LIFT OF COMPACTED SOILS SUPPORTING ALL 24 INTO MASONRY AT SPACING NO GREATER THAN 16" HORIZONTAL AND VERTICAL, FOUNDATION PLAN -BUILDING TYPE IV SLABS - ON - GRADE SHALL BE PERFORMED. 5, EXCAVATIONS FOR FOUNDATIONS SHALL BE CLEANED AND HAND TAMPED TO A UNIFORM SURFACE. FOOTING EXCAVATIONS SHALL. HAVE THE SIDES AND 6. CONCRETE CYLINDER TESTS ANI) SLUMP TESTS FOR FOOTINGS, GRADE BEAMS, 3RD FLOOR FRAMING & 2ND FLOOR BRACING PLAN - BUILDING TYPE IV BOTTOMS TEMPORARILY LINED WITH 6 MIL VISQUEEN IF PLACEMENT OF 54-4 SLABS - ON - GRADE, SPL BE 2 CYLINDERS PER 50 CUBIC YARDS. CONCRETE DOES NOT OCCUR WTTHIN 48 HOURS OF THE EXCAVATION OF THE 7. THE STRUCTURAL ENGINEER SHOULD EXAMINE THE TENDON PLACEMENTS AND ��%� 1 FOOTING. REBAR IN THE SLAB POURS TO THE PLACING OF THE CONCRETE. 6. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM 8. ALL BOLTED OR NAILED CONNECTIONS FOR HOLDOWNS AND STRAPS SHALL BE THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE f, HORIZONTAL SHEAR PERPENDICULAR TO f. VISUALLY INSPECTED BY STRUCTURAL ENGINEER. CONCRETE IS TO BE PLACED AT THE STRENGTH AND SLUMP AS SHOWN IN STRUCTURAL ENGINEER AND / OR THE GEOTECHNICAL. ENGINEER BEFORE WIDE FACE OF STRANDS (fv) ......................... 290 psi ........ ,... 290 psi THE STRUCTURAL SPECIFICATIONS AND SHALL BE PLACED IN ONE CONTINUOUS FURTHER CONSTRUCTION IS ATTEMPTED. 7. GENERAL CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER 48 HOURS DE:CK.R71 PRIOR TO PLACEMENT OF CONCRETE IN THE FOUNDATIONS. WIDE FACE OF STRANDS (fv) ........................- 210 psi ........... 210 psi 8. IF THERE IS SEEPAGE IN EXCESS OF ONE INCH (I"), THE FOOTING EXCAVATION 6, HEAL CUTS ON BEAMS MUST NOT OVERHANG INSIDE FACE OF SUPPORT SHOULD BE PUMPED DRY. 1. DECKING FOR ROOF SHALL BE 15/32" THICK COX PLYWOOD 0R OSB 9. ALL BACKFILL SHALL BE PLACED AND COMPACTED IN 8" LIFTS OR AS 7. STANDARD C -D INTERIOR GRADE WITH EXTERIOR GLUE WITH PANEL SPAN RATING OF 32/16. SPECIFIED IN THE GEOTECHNICAL REPORT. SHALL BE CAMBERED TO REMOVE DEAD LOAD DEFLECTION. 10. FILL SHALL BE PER SOIL REPORT RECOMMENDATIONS, 2. DECKING FOR FLOORS SHALL BE 23/32" THICK T&G APA RATED PLYWOOD ANCHORS. STANDBOARD IOR GLUEORIENTED C -D INTERIOR WITH EEL 11: STRUCTURAL FILL UNDER FLOOR SLAB, BALCONIES, AND PATIOS SHALL HAVE A (OSB)A(STURDY FLOOR) WITH PD PAN RATING OF 4488/224.S INSSTALLI PLASTICITY INDEX AS SPECIFIED IN THE SOILS REPORT, FILL SHALL BE DECKING WITH FACE GRAIN ACROSS SUPPORT. COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS CONTAINED IN THE SOILS REPORT. 3. PLYWOOD SHEATHING FOR CHIMNEY CONSTRUCTION AND OTHER MISCELLANEOUS USES SHALL BE 5/8" THICK, EXTERIOR GRADE, 12. DE SOILS SHALL BE SCARIFIED TO MINIMUM SIX INCHES DEPTH, PROOF ROLLED ROLLED AND COMPACTED TO BETWEEN 957G TO 100% OF STANDARD PROCTOR 4. GYPSUM SHEATHING FOR SHEARWALLS SHALL BE 5/8" THICK AND FREE OF DENSITY (ASTM D-698). ALL UNSUITABLE MATERIAL AND SOFT SPOTS SHALL IMPERFECTIONS AND CONFORM TO ASTM C79. BE REMOVED AND BACKFILLED WITH SELECT FILL PLACED IN MAXIMUM 8" 5. GYPSUM WALLBOARD FOR SHEARWALLS SHALL BE 5/8' THICK AND FREE FROM LOOSE LIFTS AND COMPACTED TO 959E STANDARD PROCTOR DENSITY. IMPERFECTIONS AND CONFORM TO ASTM 079 SPECIFICATIONS AND AS SHOWN MOISTURE CONTENT OF SUBGRADE SHALL BE t2% OF OPTIMUM. ON ARCHITECTURAL DRAWINGS, 13. SITE EXCAVATED SOIL MAY BE USED FOR SLAB ON GRADE FILL MATERIAL 6, EXTERIOR WALL. SHEATHING MAY BE 15/32" PLYWOOD OR 7/16" OSB FREE OF PROVIDED THAT ALL VEGETATION AND ROOTS ARE REMOVED PRIOR TO THEIR IMPERFECTIONS AND CONFORM TO ASTM C79. AND IF THE PLASTICITY INDEX IS LESS THAN REQUIRED. VERIFY USE WITH SOILS ENGINEER, 14. ALL GRADE ADJUSTMENTS FOR SLAB - ON - GRADE CONSTRUCTION SHALL BEP'FIANUFAC WOW ACCOMPLISHED WITH SELECT FILL AS SPECIFIED IN THESE GENERAL NOTES, @__COMPONENTS 15. NO SLAB ON GRADE CONCRETE SHALL BE POURED AGAINST A FINAL PREPAREDSUBGRADE GONIAINING FREE WATER, ICE, FROST, MUD, OR OTHER UNSUITABLE , (PWC), Le,MATERIAL CONTINUOUS BEARING MEMBERS, SHEAR PANELS, HEADER TRUSSES, ETC., 16. TRENCHES FOR BURIED PLUMBING SHALL NOT RUN ALONG OR UNDER BEAMS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES. EXCEPT THEY MAY CROSS AT RIGHT ANGLES. TRENCH BACKFILLS SHALL BE 2. MATERIAL USED FOR COMPONENT SHALL BE IN ACCORDANCE WITH LUMBER THOROUGHLY COMPACTED. QUALITY STANDARDS ESTABLISHED IN 'WOOD TRUSSES" SECTION OF THIS 17. BEAM TRENCHES SHALL BE CLEAN OF LOOSE SOIL, CLODS, AND TRASH. SHS' DEBRIS SHALL BE REMOVED PRIOR TO PLACING CONCRETE AND ALL VOIDS 3. ALL PREMANUFACTURED WOOD COMPONENTS SHALL BE DESIGNED AND SHALL BE REPLACED WITH SANDY CLAY. FABRICATED BY TRUSS MANUFACTURER, THE DESIGN SHALL BE PREPARED BY 18. BEAMS EXCAVATED MORE THAN THE SCHEDULED DEPTH SHALL BE BROUGHT TO A REGISTERED ENGINEER AND SHALL BEAR A LICENSE IN THE STATE THE THE ENGINEER'S ATTENTION BEFORE CONCRETE PLACEMENT. PROJECT IS LOCATED. 7 %*M + WAT�i ON a I. WALKWAY POURS SHALL HAVE CONSTRUCTION JOINT SPACING NOT TO EXCEED 10-0" O.C. AND LIKEWISE SHOULD UNE UP WITH ANY VERTICAL CONSTRUCTION JOINT IN WALLS. ALL JOINTS SHALL BE KEYED AND DOWELED. 2. CONTRACTOR SHALL SUBMIT A DRAWING SHOWING ALL PROPOSED CONTRACTION JOINT LOCATIONS IN ALL SLAB CONSTRUCTION IF DIFFERENT THAN SHOWN ON FOUNDATION PLANS, 3. ALL VERTICAL AND HORIZONTAL JOINTS IN EXTERIOR WALLS SHALL BE KEYED AND WATERSTOPPED. (NOT USED) 4. ALL WATIRSTOPS SHALL BE CONTINUOUS BOTH VERTICALLY AND HORIZONTALLY AND AT ALL JOINT INTERSECTIONS. (NOT USED) 5. WATERSTOPS SHALL BE MANUFACTURED BY "SYNKO-FLED( PRODUCTS, INC." UNLESS NOTED OTHERWISE, OR APPROVED EQUAL, (NOT USED) 6. ALL KEYWAYS FOR WALLS SHALL BE 2x AND CONTINUOUS. (NOT USED) 7. HORIZONTAL JOINTS SHALL NOT BE PERMITTED IN CONCRETE CONSTRUCTION EXCEPT AS SHOWN ON THE CONTRACT DOCUMENTS. VERTICAL JOINTS SHALL OCCUR AT LOCATIONS APPROVED BY THE STRUCTURAL ENGINEER. 8 SLAB - ON - GRACIE 1. ALL PIPES IN CONCRETE MEMBERS MAY BE SCHEDULE 40, GALVANIZED STEEL OR PVC PIPE, UNLESS SHOWN OTHERWISE ON THE STRUCTURAL. DRAWINGS, LOCATION OF SLEEVES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL REINFORCING MAY BE REQUIRED. 2. NO CONDUIT OR PIPING LARGER THAN 1-0 SHALL BE RUN IN STRUCTURAL CONCRETE MEMBERS UNLESS SHOWN ON STRUCTURAL DRAWINGS. 3. TOP OF ALL FLOOR DRAINS SHALL BE AT ELEVATION (-1/2' FROM FINISHED FLOOR) OR AS OTHERWISE NOTED ON PLAN, SLOPE SURFACE FOR AREAS AROUND THESE DRAINS OR AS INDICATED ON THE ARCHITECTURAL FLOOR PLANS, 4, SLAB DEPRESSIONS ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL DRAWINGS FOR REQUIRED SLAB RECESSES AS HE SHALL PROVIDE WHETHER SHOWN ON DRAWINGS OR NOT. ALL RECESS REVISIONS REQUIRED BY ALTERNATE SUBMITTALS SHALL BE COORDINATED BY THE CONTRACTOR, 5. VAPOR BARRIER SHALL BE 10 MIL THICKNESS AND ALL JOINTS SHALL BE LAPPED 12" AND PROTECTED. 6. PROVIDE (2)-N0. 4 REINFORCEMENT BARS x 6'-0" AT REENTRANT CORNERS AND AROUND RECTANGULAR HOLES IN SLABS UNLESS NOTED OTHERWISE. PLACE BAR DIAGONAL TO CORNER WITH 1" CLEARANCE FROM THE TOP AND THE SIDE OF THE SLAB AT THE CORNER. 7. PIPING MAY PASS VERTICALLY THROUGH THE FOOTINGS WITHOUT SLEEVES. PIPING PASSING THROUGH THE FOOTINGS HORIZONTALLY REQUIRE PVC SLEEVES. IN NO INSTANCE IS THE PIPING TO BE CAST LONGITUDINALLY WITHIN THE FOOTINGS. 8. REMOVE ALL VEGETATION, TREE ROOTS, ORGANIC TOPSOIL, AND ANY UNDESIRABLE MATERIALS FRP THE CONSTRUCTION AREA. AVERAGE STRIPPING DEPTH IS SIX INCHES, REFER TO SOIL REPORT FOR ADDITIONAL INFORMATION, 9. ALL UNDERGROUND UTILITY AND PLUMBING INSTALLATION THRU OR ADJACENT TO BUILDINGS SHALL BE COMPLETED IN ADVANCE OF FOUNDATION CONSTRUCTION AND TRENCHES AT THE PERIMETER OF THE FOUNDATIONS SHALL BE PLUGGED WITH BENTONITE 1. EXPANSION ANCHORS SHALL BE HILTI "KWIK BOLT TZ", SIMPSON "STRONG -BOLT' OR AN APPROVED EQUAL. 2, ADHESIVE ANCHORS SHALL BE HILTI "RE 500" , SIMPSON "SET EPDXY' OR AN APPROVED EQUAL.. 3. POWDER ACTUATED FASTENERS SHALL BE HIL71 "DS SERIES FASTENERS", SIMPSON "PDPH SERIES FASTENERS" OR AN APPROVED EQUAL. 4. ALL WOOD FASTENERS AND HARDWARE SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE. ALTERNATES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW, 5. HOLDOWNS, STRAPS, AND HURRICANE CUPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS, 6. ADHESIVE ANCHORS (HVA) SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE OR HILTI. 7. ALL FASTENERS AND CONNECTORS IN DIRECT CONTACT WITH ACQ TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED OR ZMAX (G-185) COATED. 4. SHEAR PANELS SHALL BE LOCATED WITHIN THE SHEARWALL LENGTH AND DESIGNED FOR FORCE SHOWN IN NAILING SCHEDULE. 5. CONTINUOUS BEARING (CB) MEMBERS SHALL BE DESIGNED TO RESIST ALL. ROOF ANO FLOOR GRAVITY LOADS. PAR'T'S OF CB LOCATED WITHIN THE SHEARWALLS SHALL BE DESIGNED TO RESIST THE SCHEDULED FLOOR SHEAR. 1. NAILING INSTALLATION AND MATERIALS ARE TO BE IN COMPLIANCE WITH AI.T,C., NDS, AND APPLICABLE BUILDING CODE REQUIREMENTS. 2, GUN NAILS MAY BE USED IN LIEU OF HAND NAILING GUN NAIL SIZES SHALL BE AS FOLLOWS: EMNY WE(WEW GUN NAIL DIAMEZES 8d............................................... 0.113" 10d................................................ 0,123- 12d................................................0.123" 164 ................................................ 0.133" 3. NAILS SHALL HAVE A MINIMUM PENETRATION OF 10 TIMES THE WIRE DIAMETER UNLESS OTHERWISE NOTED ON PLANS, 4. EDGE DISTANCE FOR ALL NAILS SHALL BE A MINIMUM OF 4 TIMES THE WIRE DIAMETER UNLESS OTHERWISE NOTED ON PLANS. 5. ALL NAILS SHOWN IN NAILING SCHEDULE SHALL BE COMMON. - -,zr • • r -7 I. TRUSSES ARE DESIGNED FOR IN SERVICE CONDITIONS ONLY. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROPERLY BRACE TRUSSES DURING LIFTING AND ERECTION. 2. TRUSS MANUFACTURER SHALL DESIGN ALL FLOOR TRUSS FOR ALL GRAVITY, SHEAR, ANO WIND LOOS, 3. TRUSS LENGTHS AND PROFILES SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS PRIOR TO FABRICATION. CONFIGURATION AND SIZE OF WEB AND CHORD MEMBERS SHALL BE DETERMINED BY TRUSS MANUFACTURER, 4. CONTRACTOR SHALL KEEP TRUSSES LATERALLY BRACED DURING ERECTION UNTIL ALL DIAPHRAGMS ARE INSTALLED. 5. DESIGN AND FABRICATION CRITERIA OF ALL WOOD TRUSSES SHALL MEET WITH "NATIONAL DESIGN SPECIFICATIONS FOR STRESS - GRADE LUMBER AND ITS FASTENINGS' BY NATIONAL FOREST PRODUCTS ASSOCIATION (LATEST REVISION), "TIMBER CONSTRUCTION STANDARDS" BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND 'DESIGN SPECIFICATIONS FOR LIGHT METAL CONNECTED WOOD TRUSSES. BY TRUSS PLATE INSTITUTE. 6. THE FOLLOWING DESIGN DATA SHALL. BE INCLUDED ON THE SHOP DRAWINGS: a. METAL CONNECTORS' SIZE b. LUMBER GRADES c. DESIGN LOADINGS AND ALLOWABLE UNIT STRESS INCREASES d. DEFLECTIONS 7. THE MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED 19% NOR BE LESS THAN 7% AT THE TIME OF FABRICATION. 8. CHORD AND WEB MEMBERS SHALL BE EITHER SOUTHERN YELLOW PINE OR DOUGLAS FIR. 9. ALL TRUSS CONNECTOR PLATES SHALL BE MANUFACTURED FROM STRUCTURAL QUALITY GALVANIZED SHEET METAL NOT LESS THAN 20 GAUGE THICKNESS WITH A MINIMUM YIELD OF 33,000 psi AND A MINIMUM ULTIMATE TENSILE STRENGTH OF 45,000 psi. THE CORROSION RESISTANT COATING SHALL MEET OR EXCEED ASTM A446, STANDARD SPECIFICATION FOR SHEET METAL. 10, OPEN JOINTS WHICH DEPEND ON THE STIFFNESS OF THE METAL CONNECTOR PLATE TO TRANSMIT STRESSES AND IMPROPER FITTING JOINTS WILL NOT BE PERMITTED. 11, DEAD KNOTS AND WANES ON LUMBER SHALL. NOT BE USED UNDER THE CONNECTOR PLATES. 12. DESIGN AND DETAILING OF PRE - MANUFACTURED PRODUCTS, CONNECTIONS, AND ACCESSORIES SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE A.I.T.C. "TIMBER CONSTRUCTION MANUAL" AND THE N.F.PA. "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION". 13. TRUSSES SHALL BE DESIGNED AND FABRICATED BY TRUSS MANUFACTURER, THE DESIGN SHALL BE PREPARED BY A REGISTERED ENGINEER BEARING A LICENSE IN THE STATE THE PROJECT IS LOCATED. 14, TRUSSES SHALL BE DESIGNED FOR THE LOADING CRITERIA NOTED ON PLANS. 15. MAXIMUM LIVE LOAD DEFLECTION SHALL BE SPAN / 480 FOR UNIT FLOOR, AND BALCONY TRUSSES. 16. DEFERRED SUBMITTALS SHALL BE SUPPLIED FOR ALL FLOOR AND ROOF TRUSS SHOP DRAWINGS. CON !, 2x I 1. LUMBER AND ITS FASTENINGS SHALL CONFORM TO THE 'NATIONAL DESIGN SPECIFICATIONS OF STRESS - GRADE LUMBER AND ITS FASTENINGS" (LATEST EDITION) AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 2. MATERIALS FOR EXTERIOR WALIS, LOAD BEARING WALLS, AND SHEARWALLS SHALL BE #2 SOUTHERN PINE (SYP) OR #2 DOUGLAS FIR LARCH (DF). 3. LUMBER FOR HEADERS, BEAMS, AND OTHER FRAMING MEMBERS SHALL BE #2 GRADE DOUGLAS FIR LARCH OR SOUTHERN PINE. 4. LOAD BEARING WALLS, INCLUDING SHEARWALLS, CONSTRUCTED FROM FINGER JOINTED STUDS SHALL BE SHEATHED ON AT LEAST ONE FACE OR BRACED WITH 1 x4 HORIZONTAL (CONT.) AT MID - HEIGHT OF WALL PRIOR TO LOADING THEM WITH CONSTRUCTION MATERIALS, 5. FINGER JOINTED STUDS SHALL EXCEED THE MATERIAL PROPERTIES AND ALLOWABLE STRESSES FOR SOLID LUMBER AS SPECIFIED FOR STUD GRADE CONSTRUCTION, 6. TOP ANI) BOTTOM PLATES SHALL BE NOMINAL 2" DEEP #3 SOUTHERN PINE OR #3 DOUGLAS FIR LARCH. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS WITH OTHER PARTITIONS. NOM -BEARING PARTITIONS SHALL HAVE A SINGLE TOP PLATE INSTALLED TO OVERLAP AT CONERS AND INTERSECTING WALLS OR SHALL. BE TIED AT INTERSECTING WALLS WITH MIN. 20ga STEEL PLATE AND 2-16d NAILS IN EACH WALL. 7, ALL OTHER_ WALL CONSTRUCTION SHALL BE EITHER #3 GRADE MIN., AND OTHER. MISCELLANEOUS FLEXURAL MEMBERS SHALT.. BE NO. 2 SYP (KILN DRIED). 8. ALL OTHER NON - STRUCTURAL WALL CONSTRUCTION SHALL BE EITHER #3 GRADE SOUTHERN PINE OR DOUGLAS FIR LARCH (KILN DRIED). 9, MATERIALS MUST BE GRADE MARKED. 10, SOLE PLATES AT FIRST FLOOR SHALL BE PRESSURE TREATED LUMBER, 0.25 SODIUM BORATE 11. FOR OVERLAY FRAMING AT ROOFS OR OTHER CONT ENMNAL ROOF FRAMING, CONTRACTOR SHALL PROVIDE 2x FRAMING IN ACCORDANCE WITH ROOF RAFTER TABLES IN THE APPLICABLE BUILDING CODE, 12. BOLT HOLES THROUGH WOOD SHALL BE DRILLED 1/16" MAXIMUM LARGER THAN THE DIAMETER OF THE BOLTS TO BE INSTALLED. 13. BOLTS THROUGH WOOD SHALL BE FITTED WITH STANDARD WASHERS AT HEAD AND NUT ENDS. 14. FLITCH BEAMS WHEN SHOWN ON PLANS SHALL BE BOLTED TOGETHER WITH ONE 1/2" DIA, BOLT, TOP AND BOTTOM, OVER THE SUPPORTS AND / OR AT THE ENDS OF THE BEAM AND 24" ON CENTER, STAGGERED FULL LENGTH OF THE BEAM, 15, A HOLE GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH MAY NOT BE BORED IN ANY WOOD STUD. BORED HOLES WITH A DIAMETER LESS THAN OR EQUAL TO 60 PERCENT OF THE WIDTH OF THE STUD ARE PERMITTED IN NON - LOAD BEARING PARTITIONS OR WAILS WHERE EACH BORED STUD IS DOUBLED PROVIDED NOT MORE TPI TWO SUCH SUCCESSIVE DOUBLE STUDS OCCUR, 16, THE EDGE OF A BORED HOLE SHALL NOT BE WITHIN 5/8 OF AN INCH OF THE STUD EDGE. BORED HOLES SHALL NOT BE LOCATED AT A CUT OR NOTCH IN THE STUD. 17. EXPOSED WOOD (WHEN SHOWN ON PLANS) SHALL BE TREATED AS FOLLOWS: WOOD NOT IN CONTACT WITH GROUND ........................................ 0.25 ACQ WOOD IN CONTACT WITH GROUND ................................................ 0.40 ACQ ]/�7 . . . .. ........ . .. .... ____... 1. TERMITE PROTECTION SHALL BE PROVIDED IN STRICT ADHERANCE TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE. 1• ., __ 1.""-, ti7.i _ _ \ • 'rte- . 1er1 , � I. THE STRESSING OPERATIONS MUST BE PERFORMED BY AND UNDER IMMEDIATE SUPERVISION OF PERSONS EXPERIENCED AND QUALIFIED IN POST - TENSIONING OPERATIONS. 2. AT STRESSING ENDS, PLACE POCKET FORMER INTO 1" DIAMETER DRILLED HOLE IN FORM AND NAIL ANCHORS TIGHT TO FORM. AT DEAD ENDS, PLACE ANCHORS APPROXIMATELY 1 1/2 INCHES BACK FROM FACE OF FORM. DEAD END AND LIVE END MAY BE REVERSED PER FIELD CONDITIONS AT CONTRACTOR'S OPTION. 3. NAIL OR OTHERWISE SUPPORT THE CENTERLINE OF ALL ANCHORAGES TO BE APPROXIMATELY 5 INCHES BELOW THE TOP OF THE SLAB (UNLESS OTHERWISE NOTED). WHERE DEPRESSIONS ARE LOCATED, LOWER THE CENTERLINE OF THE ANCHOR FOR PROPER CONCRETE COVERAGE. 4. TENDON SHEATH IS TO BE CONTINUOUS BETWEEN ANCHORS BUT NOT PROTRUDING INTO ANCHOR. CUT SHEATHING AT LIVE END AS CLOSE AS PRACTICAL TO THE BACK FACE OF ANCHOR, DO NOT REMOVE THE GREASE, SLIDE TAIL OF TENDON THROUGH THE HOLE IN ANCHOR AND THROUGH FORM, LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXCEED 12 INCHES. 5. CHECK TENDONS FOR BREAKS IN SHEATHING AND REPAIR ANY TEARS IN SHEATHING LARGER THAN 3 INCHES IN LENGTH PRIOR TO CONCRETE PLACEMENT. 6. AN AREA OF 3 FEET BEHIND EACH TENDON TAIL SHALL BE SUFFICIENTLY CLEAR TO ALLOW THE STRESSING RAM TO FULLY EXTEND AND REMAIN AXIALLY ALIGNED TO THE ANCHOR WITHOUT INTERFERENCE, 7, REMOVE THE POCKET FORMER TO EXPOSE THE JACKING CAVITY AND ENSURE THAT THE TENDON AND EXPOSED PORTION OF THE ANCHOR IS FREE OF DIRT AND DEBRIS, 8. INSERT A PAIR OF GRIPPERS (WEDGES) SIDE BY SIDE INTO EACH ANCHORAGE. DOUBLE ENDED TENDONS REQUIRE THAT A JAW BE INSERTED FIRMLY AT THE OPPOSITE END PRIOR TO STRESSING. 9. TENDON TAILS SHALL BE THOROUGHLY CLEANED PRIOR TO STRESSING. 10, THE TENDON END SHALL BE MARKED WITH PAIN' AT A CONSTANT DIMENSION FROM THE EDGE OF THE SLAB TO MEASURE THE STRAND ELONGATION. 11, ALL POST - TENSIONING TENDONS SHALL BE STRESSED WITH HYDRAULIC JACKS EQUIPPED WITH ACCURATE READING AND CALIBRATED PRESSURE GAUGES. 12. THE CONCRETE CONTRACTOR OR OTHER PERSON DESIGNATED BY OWNER SHALL RECORD ALL JACKING FORCES ANO ELONGATIONS, 13. IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION, THE MEASURED ELONGATION, AND THE PRESSURE GAUGE READINGS OCCUR, THE USE OF AN ALTERNATE JACK UNIT SHALL BE USED TO CHECK FORCES. 14. DEAD ENDED TENDONS ARE TO BE STRESSED FROM ONE END ONLY. DOUBLE ENDED TENDONS, WHEN SHOWN ON PLANS, SHALL BE STRESSED FROM BOTH ENDS, BUT NOT BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY, DOUBLE ENDED TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE ELONGATION SHOWN ON THE SCHEDULE. 2a"2E 1. STRESSING TAILS SHOULD NOT BE REMOVED UNTIL THE STRUCTURAL ENGINEER HAS APPROVED THE TENDON STRESSING AND ELONGATION REPORTS. 2. CUT OFF STRESSING TAIL 1 INCH FROM ANCHOR USING A SAW OR SHEAR. 3. AFTER TAIL HAS BEEN REMOVED, CONTRACTOR SHALL COAT THE EXPOSED ANCHOR, FITTINGS, AND TENDON WITH RUST - INHIBITING PRIMER PRIOR TO GROUTING JACKING CAVITY, 4. THE PLASTIC GROMMET FORMS A HOLE 2 INCHES IN DIAMETER WHICH IS TO BE FILLED AND SEALED WATERTIGHT. AFTER TENDON TAILS HAVE BEEN REMOVED AND ANCHOR, FITTINGS, AND TENDON HAVE BEEN COATED, THE THE CONCRETE CONTRACTOR SHALL ORYPACK FORMED HOLES USING A STIFF NON - SHRINK GROUT MIX. STRUCTURAL DRAWING INDEX DRAWING NO. SHEET NO, SHEET CONTENTS 1 SO -I STRUCTURAL SPECIFICATIONS 2 SO -2 1. THE STAIR FRAMING AND CONNECTIONS DETAILING, INCLUDING TREADS, 1. "PSL" LUMBER SHALL BE FABRICATED FROM LONG, THIN STRANDS OF EITHER 4 STRINGERS, LANDINGS AND HANDRAILS SHALL BE SUBMITTED TO ENGINEER 3 STORY CONTINUOUS LOAD PATH WALL ELEVATION EASTERN OR WESTERN SPECIES WOOD BONDED TO^ -,ETHER WITH A MICROWAVE S1-0 FOR HIS REVIEW. THE STAIR SHOP DRAWING WITH SUPPORTING DESIGN 6 PROCESS. FOUNDATION PLAN -- BUILDING TYPE 1 SHALL BE SEALED BY A REGISTERED ENGINEER, 2. EASTERN 'PSL" LUMBER MAY INCLUDE SOUTHERN PINE OR YELLOW POPLAR. 2. HANDRAILS AND GUARD SHALL BE DESIGNED IN COMPLIANCE WITH 3RD FLOOR FRAMING & 2ND FLOOR BRACING PLAN - BUILDING TYPE I WESTERN "PSL" LUMBER MAY INCLUDE DOUGLAS FIR, LODGEPOL.E PINE, S1-4 IBC1607.7,1, TO RESIST A 50 PLF LIVE LOAD ALONG ITS TOP EDGE, AND A 10 WESTERN HEMLOCK, OR WHITE FIR, SLAB FORMING PLAN - BUILDING TYPE II NON-CONCURRANT 200# CONCENTRATED LOAD, APPLIED IN ANY DIRECTION. 3, "PSL" LUMBER SHALL BE FABRICATED IN PARALLEL STRANDS IN CONFORMANCE 3, DEFERRED SUBMITTAL SHALL BE SUPPLIED FOR PRE -FABRICATED METAL, 2ND FLOOR FRAMING & IST FLOOR BRACING PLAN - AIDING TYPE II WITH NER 292. 1 AND STEEL CANOPIES. 4. GLULAM ACCORDING ( BEAMS CL)FABRM LAMINATED 2x LUMBER .0_11%�ICATED�lSTAIRS MiSC` A' ALS S3-0 STANDARDS SET FORTH IN OTHER APPLICABLE CODES. 16 S3 -OA 5. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN STRESSES:AW S3 -i FOUNDATION PLAN -BUILDING TYPE III 0 BLDG, 7 & 12 18 "PSL" = I. STRUCTURAL STEEL ROLIED�SHAPES,SHALL CONFORM TO ASTM A36, ; S3-2 a. SHEAR MODULUS OF ELASTICITY G ....... 125,000 O psi ...,» 125,000 psi 2. STRUCTURAL STEEI. TUBES SHALL CONFORM TO ASTM A500 GRADE B, 3RD FLOOR FRAMING & 2ND FLOOR BRACING PLAN - BUILDING TYPE IN b, MODULUS OF ELASTICITY (E) 2,0x10 6 psi ,,. 2.Ox10^ 6 psi .............. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE 22 FLEXURAL STRESS (fb).................................. 2,900 psi ......- 2,400 psi 4. ON PLANS. UNLESS NOTED OTHERWISE, INSTALL 22 go x 7/8" CORRUGATED BRICK TIES 3' 54-0 c. COMPRESSION PERPENDICULAR TO 24 INTO MASONRY AT SPACING NO GREATER THAN 16" HORIZONTAL AND VERTICAL, FOUNDATION PLAN -BUILDING TYPE IV GRAIN AND PARALLEL TO WIDE FACE OF STRANDS (fc)750 740 5. ANCHOR BOLTS, DOWELS, AND OTHER EMBEDDED ITEMS SWILL BE SECURELY 26 ................................... psi ............ psi 3RD FLOOR FRAMING & 2ND FLOOR BRACING PLAN - BUILDING TYPE IV TIED IN PLACE BEFORE CONCRETE IS POURED. . 54-4 d. COMPRESSION PERPENDICULAR TO GRAIp� WIDENAND FACE OFRSTRANDS (fc) ENDICULAR TO . �pE. ,. ., 525 psi ............ 525 p31 ��%� 1 a. COMPRESSION PARALLEL TO GRAIN (fc).,...... 2,900 psi ......... 21400 pal f, HORIZONTAL SHEAR PERPENDICULAR TO f. 1. CONCRETE IS TO BE PLACED AT THE STRENGTH AND SLUMP AS SHOWN IN WIDE FACE OF STRANDS (fv) ......................... 290 psi ........ ,... 290 psi THE STRUCTURAL SPECIFICATIONS AND SHALL BE PLACED IN ONE CONTINUOUS OPERATION (MONOLITHIC) UNLESS OTHERWISE SPECIFIED ON PLANS. g. HORIZONTAL SHEAR PARALLEL TO WIDE FACE OF STRANDS (fv) ........................- 210 psi ........... 210 psi 2. IT IS THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR TO EXERCISE CARE 6, HEAL CUTS ON BEAMS MUST NOT OVERHANG INSIDE FACE OF SUPPORT IN ORDER TO PREVENT DISPLACEMENT OF THE TENDONS DURING CONCRETE PLACEMENT, MEMBER.3. 7. "PSL' MEMBERS SHALL BE FABRICATED WITHOUT CAMBER. GLULAM MEMBERS CONCRETE SWILL BE UNIFORMLY PLACED, VIBRATED, AND CONSOLIDATED AROUND ANCHORAGES AND AT CORNERS, ETC. SO AS TO ELIMINATE POCKETS SHALL BE CAMBERED TO REMOVE DEAD LOAD DEFLECTION. OR VOIDS. MECHANICAL VIBRATORS SHALL NOT CONTACT THE TENDONS OR 8. THE "PSL" AND 'GL" MEMBERS SHALL BE PROTECTED FROM THE WEATHER ANCHORS. WHILE IN STORAGE. CARE SHALL BE EXERCISED DURING HANDLING TO PREVENT DAMAGE TO THE SAME, CON !, 2x I 1. LUMBER AND ITS FASTENINGS SHALL CONFORM TO THE 'NATIONAL DESIGN SPECIFICATIONS OF STRESS - GRADE LUMBER AND ITS FASTENINGS" (LATEST EDITION) AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 2. MATERIALS FOR EXTERIOR WALIS, LOAD BEARING WALLS, AND SHEARWALLS SHALL BE #2 SOUTHERN PINE (SYP) OR #2 DOUGLAS FIR LARCH (DF). 3. LUMBER FOR HEADERS, BEAMS, AND OTHER FRAMING MEMBERS SHALL BE #2 GRADE DOUGLAS FIR LARCH OR SOUTHERN PINE. 4. LOAD BEARING WALLS, INCLUDING SHEARWALLS, CONSTRUCTED FROM FINGER JOINTED STUDS SHALL BE SHEATHED ON AT LEAST ONE FACE OR BRACED WITH 1 x4 HORIZONTAL (CONT.) AT MID - HEIGHT OF WALL PRIOR TO LOADING THEM WITH CONSTRUCTION MATERIALS, 5. FINGER JOINTED STUDS SHALL EXCEED THE MATERIAL PROPERTIES AND ALLOWABLE STRESSES FOR SOLID LUMBER AS SPECIFIED FOR STUD GRADE CONSTRUCTION, 6. TOP ANI) BOTTOM PLATES SHALL BE NOMINAL 2" DEEP #3 SOUTHERN PINE OR #3 DOUGLAS FIR LARCH. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS WITH OTHER PARTITIONS. NOM -BEARING PARTITIONS SHALL HAVE A SINGLE TOP PLATE INSTALLED TO OVERLAP AT CONERS AND INTERSECTING WALLS OR SHALL. BE TIED AT INTERSECTING WALLS WITH MIN. 20ga STEEL PLATE AND 2-16d NAILS IN EACH WALL. 7, ALL OTHER_ WALL CONSTRUCTION SHALL BE EITHER #3 GRADE MIN., AND OTHER. MISCELLANEOUS FLEXURAL MEMBERS SHALT.. BE NO. 2 SYP (KILN DRIED). 8. ALL OTHER NON - STRUCTURAL WALL CONSTRUCTION SHALL BE EITHER #3 GRADE SOUTHERN PINE OR DOUGLAS FIR LARCH (KILN DRIED). 9, MATERIALS MUST BE GRADE MARKED. 10, SOLE PLATES AT FIRST FLOOR SHALL BE PRESSURE TREATED LUMBER, 0.25 SODIUM BORATE 11. FOR OVERLAY FRAMING AT ROOFS OR OTHER CONT ENMNAL ROOF FRAMING, CONTRACTOR SHALL PROVIDE 2x FRAMING IN ACCORDANCE WITH ROOF RAFTER TABLES IN THE APPLICABLE BUILDING CODE, 12. BOLT HOLES THROUGH WOOD SHALL BE DRILLED 1/16" MAXIMUM LARGER THAN THE DIAMETER OF THE BOLTS TO BE INSTALLED. 13. BOLTS THROUGH WOOD SHALL BE FITTED WITH STANDARD WASHERS AT HEAD AND NUT ENDS. 14. FLITCH BEAMS WHEN SHOWN ON PLANS SHALL BE BOLTED TOGETHER WITH ONE 1/2" DIA, BOLT, TOP AND BOTTOM, OVER THE SUPPORTS AND / OR AT THE ENDS OF THE BEAM AND 24" ON CENTER, STAGGERED FULL LENGTH OF THE BEAM, 15, A HOLE GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH MAY NOT BE BORED IN ANY WOOD STUD. BORED HOLES WITH A DIAMETER LESS THAN OR EQUAL TO 60 PERCENT OF THE WIDTH OF THE STUD ARE PERMITTED IN NON - LOAD BEARING PARTITIONS OR WAILS WHERE EACH BORED STUD IS DOUBLED PROVIDED NOT MORE TPI TWO SUCH SUCCESSIVE DOUBLE STUDS OCCUR, 16, THE EDGE OF A BORED HOLE SHALL NOT BE WITHIN 5/8 OF AN INCH OF THE STUD EDGE. BORED HOLES SHALL NOT BE LOCATED AT A CUT OR NOTCH IN THE STUD. 17. EXPOSED WOOD (WHEN SHOWN ON PLANS) SHALL BE TREATED AS FOLLOWS: WOOD NOT IN CONTACT WITH GROUND ........................................ 0.25 ACQ WOOD IN CONTACT WITH GROUND ................................................ 0.40 ACQ ]/�7 . . . .. ........ . .. .... ____... 1. TERMITE PROTECTION SHALL BE PROVIDED IN STRICT ADHERANCE TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE. 1• ., __ 1.""-, ti7.i _ _ \ • 'rte- . 1er1 , � I. THE STRESSING OPERATIONS MUST BE PERFORMED BY AND UNDER IMMEDIATE SUPERVISION OF PERSONS EXPERIENCED AND QUALIFIED IN POST - TENSIONING OPERATIONS. 2. AT STRESSING ENDS, PLACE POCKET FORMER INTO 1" DIAMETER DRILLED HOLE IN FORM AND NAIL ANCHORS TIGHT TO FORM. AT DEAD ENDS, PLACE ANCHORS APPROXIMATELY 1 1/2 INCHES BACK FROM FACE OF FORM. DEAD END AND LIVE END MAY BE REVERSED PER FIELD CONDITIONS AT CONTRACTOR'S OPTION. 3. NAIL OR OTHERWISE SUPPORT THE CENTERLINE OF ALL ANCHORAGES TO BE APPROXIMATELY 5 INCHES BELOW THE TOP OF THE SLAB (UNLESS OTHERWISE NOTED). WHERE DEPRESSIONS ARE LOCATED, LOWER THE CENTERLINE OF THE ANCHOR FOR PROPER CONCRETE COVERAGE. 4. TENDON SHEATH IS TO BE CONTINUOUS BETWEEN ANCHORS BUT NOT PROTRUDING INTO ANCHOR. CUT SHEATHING AT LIVE END AS CLOSE AS PRACTICAL TO THE BACK FACE OF ANCHOR, DO NOT REMOVE THE GREASE, SLIDE TAIL OF TENDON THROUGH THE HOLE IN ANCHOR AND THROUGH FORM, LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXCEED 12 INCHES. 5. CHECK TENDONS FOR BREAKS IN SHEATHING AND REPAIR ANY TEARS IN SHEATHING LARGER THAN 3 INCHES IN LENGTH PRIOR TO CONCRETE PLACEMENT. 6. AN AREA OF 3 FEET BEHIND EACH TENDON TAIL SHALL BE SUFFICIENTLY CLEAR TO ALLOW THE STRESSING RAM TO FULLY EXTEND AND REMAIN AXIALLY ALIGNED TO THE ANCHOR WITHOUT INTERFERENCE, 7, REMOVE THE POCKET FORMER TO EXPOSE THE JACKING CAVITY AND ENSURE THAT THE TENDON AND EXPOSED PORTION OF THE ANCHOR IS FREE OF DIRT AND DEBRIS, 8. INSERT A PAIR OF GRIPPERS (WEDGES) SIDE BY SIDE INTO EACH ANCHORAGE. DOUBLE ENDED TENDONS REQUIRE THAT A JAW BE INSERTED FIRMLY AT THE OPPOSITE END PRIOR TO STRESSING. 9. TENDON TAILS SHALL BE THOROUGHLY CLEANED PRIOR TO STRESSING. 10, THE TENDON END SHALL BE MARKED WITH PAIN' AT A CONSTANT DIMENSION FROM THE EDGE OF THE SLAB TO MEASURE THE STRAND ELONGATION. 11, ALL POST - TENSIONING TENDONS SHALL BE STRESSED WITH HYDRAULIC JACKS EQUIPPED WITH ACCURATE READING AND CALIBRATED PRESSURE GAUGES. 12. THE CONCRETE CONTRACTOR OR OTHER PERSON DESIGNATED BY OWNER SHALL RECORD ALL JACKING FORCES ANO ELONGATIONS, 13. IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION, THE MEASURED ELONGATION, AND THE PRESSURE GAUGE READINGS OCCUR, THE USE OF AN ALTERNATE JACK UNIT SHALL BE USED TO CHECK FORCES. 14. DEAD ENDED TENDONS ARE TO BE STRESSED FROM ONE END ONLY. DOUBLE ENDED TENDONS, WHEN SHOWN ON PLANS, SHALL BE STRESSED FROM BOTH ENDS, BUT NOT BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY, DOUBLE ENDED TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE ELONGATION SHOWN ON THE SCHEDULE. 2a"2E 1. STRESSING TAILS SHOULD NOT BE REMOVED UNTIL THE STRUCTURAL ENGINEER HAS APPROVED THE TENDON STRESSING AND ELONGATION REPORTS. 2. CUT OFF STRESSING TAIL 1 INCH FROM ANCHOR USING A SAW OR SHEAR. 3. AFTER TAIL HAS BEEN REMOVED, CONTRACTOR SHALL COAT THE EXPOSED ANCHOR, FITTINGS, AND TENDON WITH RUST - INHIBITING PRIMER PRIOR TO GROUTING JACKING CAVITY, 4. THE PLASTIC GROMMET FORMS A HOLE 2 INCHES IN DIAMETER WHICH IS TO BE FILLED AND SEALED WATERTIGHT. AFTER TENDON TAILS HAVE BEEN REMOVED AND ANCHOR, FITTINGS, AND TENDON HAVE BEEN COATED, THE THE CONCRETE CONTRACTOR SHALL ORYPACK FORMED HOLES USING A STIFF NON - SHRINK GROUT MIX. STRUCTURAL DRAWING INDEX DRAWING NO. SHEET NO, SHEET CONTENTS 1 SO -I STRUCTURAL SPECIFICATIONS 2 SO -2 STRUCTURAL SCHEDULES 3 1 SO -3 SHEARWALL SECTIONS & DETAILS 4 SO -4 3 STORY CONTINUOUS LOAD PATH WALL ELEVATION 5 S1-0 SLAB FORMING PLAN - BUILDING TYPE 1 6 S1-1 FOUNDATION PLAN -- BUILDING TYPE 1 7 S1-2 2ND FLOOR FRAMING & IST FLOOR BRACING PLAN - BUILDING TYPE 1 8 S1-3 3RD FLOOR FRAMING & 2ND FLOOR BRACING PLAN - BUILDING TYPE I 9 S1-4 ROOF FRAMING & 3RD FLOOR BRACING PIAN - BUILDING TYPE I 10 S2-0 SLAB FORMING PLAN - BUILDING TYPE II 11 S2-1 FOUNDATION PLAN - BUILDING TYPE II 12 S2-2 2ND FLOOR FRAMING & IST FLOOR BRACING PLAN - AIDING TYPE II 13 S2-3 3RD) FLOOR FRAMING & 2ND FLOOR BRACING PLAN - BLUING TYPE II 14 S2-4 ROOF FRAMING & 3RD FLOOR BRACING PIAN - BUILDING TYPE 11 15 S3-0 SLAB FORMING PLAN - BUILDING TYPE III 0 BLDG, 7 & 12 16 S3 -OA SLAB FORMING PLAN - BUILDING TYPE III 0 BLDG. 2,5 & 6 17 S3 -i FOUNDATION PLAN -BUILDING TYPE III 0 BLDG, 7 & 12 18 S3-lA FOUNDATION PIAN -BUILDING TYPE III 0 BLDG, 2,5 & 6 19 S3-2 2ND FLOOR FRAMING & IST FLOOR BRACING PLAN - BUILDING TYPE III 20 S3-3 3RD FLOOR FRAMING & 2ND FLOOR BRACING PLAN - BUILDING TYPE IN 21 S3-4 ROOF FRAMING & 3RD FLOOR BRACING PLAN - BUILDING TYPE III 22 S3 -4A ROTI=' FRAMING & 3RD FLOOR BRACING PIAN - BUILDING TYPE III SPLIT 23 1 54-0 SLAB FORMING PLAN - BUILDING TYPE IV 24 54-1 FOUNDATION PLAN -BUILDING TYPE IV 25 S4-2 2ND FLOOR I`RAMING & 1ST FLOOR BRACING PLAN - BUILDING TYPE N 26 S4-3 3RD FLOOR FRAMING & 2ND FLOOR BRACING PLAN - BUILDING TYPE IV 27 54-4 ROOF FRAMING & 3RD FLOOR BRACING PLAN - BULDING TYPE IV -- STRUCTURAL DRAWING INDEX DRAWING NO, SHEET NO, SHEET CONTENTS 28 55-0 SLAB FORMING PLAN - BUILDING TYPE V 0 BLDG. 9 29 S5 -OA SLAB FORMING PLAN - BUILDING TYPE V 0 BLDG. 13 30 S5-1 FOUNDATION PLAN - BUILDING TYPE V 0 BLDG. 9 31 S5 --IA FOUNDATION PLAN - BUILDING TYPE V 0 BLDG. 13 32 S5-2 2ND FLOOR FRAMING & 1ST FLOOR BRACING PLAN - BUILDING TYPE V 33 S5-3 3RD FLOOR FRAMING & 2ND FLOOR BRACING PLAN - BUILDING TYPE V 34 S5-4 ROOF FRAMING & 3RD FLOOR BRACING PLAN - BUILDING TYPE V 35 S5 -4A ROOF FRAMING & 3RD FLOOR BRACING PIAN - BUILDING TYPE V SPLIT 36 S6-1 UNITS FRAMING PLAN 37 S6-2 UNITS FRAMING PLAN 38 S6-3 UNITS FRAMING PLAN 39 S7--1 CLUBHOUSE SLAB FORMING PLAN 40 S7-2 CLUBHOUSE FOUNDATION PLAN 41 S7-3 CLUBHOUSE ROOF FRAMING AND BRACING PLANS 42 58-1 FOUNDATION SECTIONS &DETAILS 43 S8-2 FOUNDATION SECTIONS & DETAILS 44 S9-1 FLOOR FRAMING SECTIONS & DETAILS 45 59-2 FLOOR FRAMING SECTIONS &DETAILS 46 S9-3 ROOF FRAMING SECTIONS & DETAILS 47 S10-1 SLAB FORMING PLAN - GARAGES 48 SIO -2 FOUNDATION PLAN - GARAGES 49 SIO -3 ROOF FRAMING PLAN - GARAGES i� i ii -4 I 0) Ld__________ ri1 w 11" V O1-7--12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET ,Ir l+.7qt Z T. 1.77"A \,,ATILT 1 V!1 I �.I aI- ,, 1. r." No, 64'164 *' *M * e 4. II"�y- UP�l,TATEllc:�fl , STRUCTURAL SPECIFICATIONS 1. SHEAR PANELS ARE PREFABRICATED COMPONENTS INSTALLED IN THE FLOOR CAVITY WHEN FRAMING IS PERPENDICULAR TO SHEARWALL. 2. SHEAR PANELS TRANSMIT THE DIAPHRAM SHEARS FROM THE DIAPHRAM ABOVE TO THE WALL BELOW. 3. SCHEDULE SHALT. BE USED WHEN PANEL QUANTITIES ARE NOT SHOWN ON BRACING PLANS. 4. PANELS SHALL BE DESIGNED FOR A LATERAL FORCE OF 1200 LBS. 5. USE THIS TABLE WHEN QUANTITY NOT SHOWN ON PLANS, SHEAR PANEL SCHEDULE COLUMN SCHEDULE FOR HEADERS AND DROP BEAMS COLUMN SCHEDULE FOR FLUSH BEAMS MARK COLUMN TYPE BEAM TYPE VERTICAL NAILING FRAMING ANCHORS ROOF FLOOR NDA S2 (2)-2x STUDS 2 -2x10 16d 0 16" H2.5A N.A. N.A. S3 (3)-2x STUDS <W-202 -2x12 16d 0 16" H2.5A N.A. N.A. 53 3 -2x STUDS 3 1/2" x 9 1/4" PSL 16d 0 16" H6 RSP4 N.A. S4 4 -2x STUDS 3 1/2" x 11 1/4' PSL 116d 0 16"1 H6 I CS22x40 (2)-RSP4 S4 (3)4 2 STUBS 3 1/2' x 11 1/4- PSL 16d 0 16" H6 CS22x40 (2)-RSP4 HGUS5.5/14 5 1/2 X 18 PSL NA HGUS5.5/12 HGUS5.5/14 16d (ALT = 3 - 3"031 NAILS) CONTINUOUS HEADER, TWO PIECES ALONG EACH EDGE 16d 0 16 O.C. (ALT= 3"x.131 0 8 Q.C.) CEILING JOIST TO PLATE mom 3 - 8d 2 CONTINUOUS HEADER TO STUD TOENAIL (4) - 16d ALT = 6 N 3"031 NAILS CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL (3) - 16d (ALT = 4 - 3"x 131 NAILS) vv TOENAIL 2 - 0 ALT = 3 - 3"031 NAILS BUILT-UP CORNER STUDS ALONG FACE 16d 0 24" O.C. ALT=3"x,131 0 8" O.G. ■■m■ T & B STAGGER 16d 0 16" O.C. ALT=3"x,131 0 8 O.G. ENDS AND SPLICES 4 - 16d ALT = 6 - 3"x,131 NAILS SHEAR PANELS TO BEARING PLATES FACE NAIL (12) - 1 O T & B • ° r PANEL EDGE NAILING ° 1. SHEAR PANELS ARE PREFABRICATED COMPONENTS INSTALLED IN THE FLOOR CAVITY WHEN FRAMING IS PERPENDICULAR TO SHEARWALL. 2. SHEAR PANELS TRANSMIT THE DIAPHRAM SHEARS FROM THE DIAPHRAM ABOVE TO THE WALL BELOW. 3. SCHEDULE SHALT. BE USED WHEN PANEL QUANTITIES ARE NOT SHOWN ON BRACING PLANS. 4. PANELS SHALL BE DESIGNED FOR A LATERAL FORCE OF 1200 LBS. 5. USE THIS TABLE WHEN QUANTITY NOT SHOWN ON PLANS, SHEAR PANEL SCHEDULE 1. STUD PACK SIZES SHALL MATCH WALL FRAMING STUD SIZES. 2, COLUMN AND BEAM SIZES LARGER THAN SHOWN IN SCHEDULE SHALL BE AS NOTED IN PLAN, AND CONNECTED AS SHOWN IN FLOOR SECTIONS, 3. BOX COLUMNS SHALL BE CONNECTED AT EACH LEVEL AS PER BEAM SIZE NOTED IN SCHEDULE, 4. STUD PACKS INCLUDE KING AND TRIMMER STUDS AT OPENINGS. SINGLE TRIMMER REQ'D. 0 HEADERS < 6' LONG- DOUBLE TRIMMERS REQ'D AT LARGER OPENINGS (OR AS NOTED IN PLAN). COLUMN SCHEDULE FOR HEADERS AND BEAMS FOR LOAD BEARING CONDITIONS BEAM SIZE (INCHES X INCHES) COLUMN SCHEDULE FOR HEADERS AND DROP BEAMS COLUMN SCHEDULE FOR FLUSH BEAMS MARK COLUMN TYPE BEAM TYPE VERTICAL NAILING FRAMING ANCHORS ROOF FLOOR NDA S2 (2)-2x STUDS 2 -2x10 16d 0 16" H2.5A N.A. N.A. S3 (3)-2x STUDS <W-202 -2x12 16d 0 16" H2.5A N.A. N.A. 53 3 -2x STUDS 3 1/2" x 9 1/4" PSL 16d 0 16" H6 RSP4 N.A. S4 4 -2x STUDS 3 1/2" x 11 1/4' PSL 116d 0 16"1 H6 I CS22x40 (2)-RSP4 1. STUD PACK SIZES SHALL MATCH WALL FRAMING STUD SIZES. 2, COLUMN AND BEAM SIZES LARGER THAN SHOWN IN SCHEDULE SHALL BE AS NOTED IN PLAN, AND CONNECTED AS SHOWN IN FLOOR SECTIONS, 3. BOX COLUMNS SHALL BE CONNECTED AT EACH LEVEL AS PER BEAM SIZE NOTED IN SCHEDULE, 4. STUD PACKS INCLUDE KING AND TRIMMER STUDS AT OPENINGS. SINGLE TRIMMER REQ'D. 0 HEADERS < 6' LONG- DOUBLE TRIMMERS REQ'D AT LARGER OPENINGS (OR AS NOTED IN PLAN). COLUMN SCHEDULE FOR HEADERS AND BEAMS FOR LOAD BEARING CONDITIONS BEAM SIZE (INCHES X INCHES) TRIBUTARY FLOOR AREA COLUMN SCHEDULE FOR FLUSH BEAMS <10OFT2 <150FT2 MART( COLUMN TYPE BEAM TYPE VERTICAL NAILING 2-2x12 FRAMING ANCHORS NDA SZ (2)-2x STUDS 2)-2x10 16d 0 16" H2.5A N.A. N.A. S3 3 -2x STUDS S(2)-&12 16d 0 16" H2.5A RSP4 RSP4 S3 (j) -2x STUDS 3 1/2' x 9 1/4" PSL 16d 0 16" H6 CS2200 (2)-RSP4 S4 (3)4 2 STUBS 3 1/2' x 11 1/4- PSL 16d 0 16" H6 CS22x40 (2)-RSP4 1. STUD PACK SIZES SHALL MATCH WALL FRAMING STUD SIZES. 2, COLUMN AND BEAM SIZES LARGER THAN SHOWN IN SCHEDULE SHALL BE AS NOTED IN PLAN, AND CONNECTED AS SHOWN IN FLOOR SECTIONS, 3. BOX COLUMNS SHALL BE CONNECTED AT EACH LEVEL AS PER BEAM SIZE NOTED IN SCHEDULE, 4. STUD PACKS INCLUDE KING AND TRIMMER STUDS AT OPENINGS. SINGLE TRIMMER REQ'D. 0 HEADERS < 6' LONG- DOUBLE TRIMMERS REQ'D AT LARGER OPENINGS (OR AS NOTED IN PLAN). COLUMN SCHEDULE FOR HEADERS AND BEAMS FOR LOAD BEARING CONDITIONS BEAM SIZE (INCHES X INCHES) TRIBUTARY FLOOR AREA <50FT2 <10OFT2 <150FT2 2-200 HUS210-2 NA NA 2-2x12 HUS212--2 NA NA 3-200 HUS210-3 NA NA 3-2x12 HUS212-3 NA NA 3 1/2 X 9 1/4 PSL HHUS48 HGUS48 NA 3 1/2 X 11 1/4 PSL HHUS48 HGUS48 NA 3 1/2 X 14 PSL HHUS410 HGUS410 HGUS412 5 1/2 X 14 PSL NA HGUS5.5/10 HGUS5.5/12 5 1/2 X 16 PSL NA HGUS5.5/10 HGUS5.5/14 5 1/2 X 18 PSL NA HGUS5.5/12 HGUS5.5/14 1. BEAM SIZE SHOWN IS MEMBER TO BE CONNECTED. 2. TRUSS TO BEAM HANGERS SHALL BE DESIGNED BY TRUSS MANUFACTURER, BEAM TO BEAM CONNECTION SCHEDULE MAXIMUM SPAN LENGTH (FT) LINTEL SIZE 0 to 4'-0" L 3 1/2 x 3 1/2 x 5/16 4'-0" to 6'-0" L 5 x 3 1/2 x 5/16 LLV 6'-0" to 8'-0" L 5 x 3 1 /2 x 3/8 LLV 8'-0" to 10'-0" L 6 x 3 1/2 x 3/8 LLV 10'-0" to 12'-0" L 7 x 4 x 3/8 LLV a 12'-0" COORDINATE W/ENGINEER 1. LINTEL ANGLE SHALL BEAR A MINIMUM OF 8" AT SUPPORTS 2. LINTEL SHALL NOT BE SHORED DURING CONSTRUCTION 3. LLV- LONG LEG VERTICAL LOOSE LINTEL SCHEDULE 1. SHEAR PANELS ARE PREFABRICATED COMPONENTS INSTALLED IN THE FLOOR CAVITY WHEN FRAMING IS PARALLEL TO SHEARWALL. 2. CONTINUOUS BEARING MEMBERS TRANSMIT THE DIAPHRAM SHEARS FROM THE DIAPHRAM ABOVE TO THE WALL BELOW. 3. SCHEDULE SHALL BE USED WHEN BRACE QUANTITIES ARE NOT SHOWN ON BRACING PLANS, 4. BRACES SHALL BE DESIGNED FOR A LATERAL FORCE OF 1200 LBS. 5. USE THIS TABLE WHEN QUANTITY NOT SHOWN ON PLANS. SHEAR BRACE SCHEDULE STRAPS MARK SIZE NAN.>PiG TENSION CS2200 (12)-10d 845 LBS CS20x4O (14)-10d 1030 LBS CS18x48 (18)-10d 1370 LBS CS16x48 mum 1705 LBS MST136 (14)-10d 1525 LBS MST148 (26)-10d 2830 LBS MST160 (38)-10d 4135 LBS MST48 (32)-16d 3635 LBS 9 MST60 (46)-16d '�'�■0000 10 MST72 (56)-16d 6945 LBS 10d 0 16" O.C. ALT -3"031 0 8" O.C. DOUBLED TOP PLATE FACE NAIL 16d 0 em O.C. (ALT=3"031 0 12" O.C. TOP PLATES, LAPS, AND INTERSECTIONS FACE NAIL (2) - 16d (ALT = 3 - 3"031 NAILS) CONTINUOUS HEADER, TWO PIECES ALONG EACH EDGE 16d 0 16 O.C. (ALT= 3"x.131 0 8 Q.C.) CEILING JOIST TO PLATE TOENAIL 3 - 8d 2 CONTINUOUS HEADER TO STUD TOENAIL (4) - 16d ALT = 6 N 3"031 NAILS CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL (3) - 16d (ALT = 4 - 3"x 131 NAILS) FLOOR TRUSS TO PLATE TOENAIL 2 - 16d ALT = 3 - 3"031 NAILS BUILT-UP CORNER STUDS ALONG FACE 16d 0 24" O.C. ALT=3"x,131 0 8" O.G. BUILT-UP GIRDER AND BEAMS T & B STAGGER 16d 0 16" O.C. ALT=3"x,131 0 8 O.G. ENDS AND SPLICES 4 - 16d ALT = 6 - 3"x,131 NAILS SHEAR PANELS TO BEARING PLATES FACE NAIL (12) - 1 O T & B • ° r PANEL EDGE NAILING ° 1. SHEAR PANELS ARE PREFABRICATED COMPONENTS INSTALLED IN THE FLOOR CAVITY WHEN FRAMING IS PARALLEL TO SHEARWALL. 2. CONTINUOUS BEARING MEMBERS TRANSMIT THE DIAPHRAM SHEARS FROM THE DIAPHRAM ABOVE TO THE WALL BELOW. 3. SCHEDULE SHALL BE USED WHEN BRACE QUANTITIES ARE NOT SHOWN ON BRACING PLANS, 4. BRACES SHALL BE DESIGNED FOR A LATERAL FORCE OF 1200 LBS. 5. USE THIS TABLE WHEN QUANTITY NOT SHOWN ON PLANS. SHEAR BRACE SCHEDULE STRAPS MARK SIZE NAN.>PiG TENSION CS2200 (12)-10d 845 LBS CS20x4O (14)-10d 1030 LBS CS18x48 (18)-10d 1370 LBS CS16x48 (22)-10d 1705 LBS MST136 (14)-10d 1525 LBS MST148 (26)-10d 2830 LBS MST160 (38)-10d 4135 LBS MST48 (32)-16d 3635 LBS 9 MST60 (46)-16d 4830 LBS 10 MST72 (56)-16d 6945 LBS FRAMING ANCHORS MARK SIZE NAILING TENSION 2x4 0 16" O.C. LTP5 (12)-8d 555 LBS Q LTP4 (12)-8d 670 LBS 21' TO 23' A35 (12)-8d 450 LBS V RSP4 (8)-8d 315 LBS 0 H6 (16)-8d 950 LBS NOTES: 1, TENSION VALUE INCLUDES INCREASE FOR WIND. 2, ALL NAILS SHALL PENETRATE 1-1/2' INTO FRAMING, 3. STRAP ALL EXT. WALLS ACROSS 1ST FLR CAVITY UNDER ROOF w/ CS2000" STRAPS AT 48" o.c.. STRAP AND FRAMING ANCHOR NAILING SCHEDULE BALLOON FRAMING STUD HEIGHT EXTERIOR INTERIOR 11' 2x4 0 16" O.C. 2x4 0 16" O.C. 11' TO 14' 24 0 16" Q.C. 20 0 12" O.C. 15' TO 20' 26 0 12" O.G. 2x6 0 16" O.C. 21' TO 23' 2x6 0 8" Q.C. j 2x6 0 12" O.C. 1. REFER TO "WOOD FRAMING NOTES" SECTION OF STRUCTURAL SPECIFICATIONS FOR MATERIAL AND LUMBER GRADE. 2. FINGER JOINTED STUDS SHALL NOT BE USED AT WALLS OVER 10' IN HEIGHT. 3. STUD HEIGHT CAN BE MEASURED FROM FOUNDATION TO EITHER ROOF PLATE OR INTERMEDIATE SUPPORT FROM EITHER STAIR LANDING OR OTHER MEMBER THAT IS MECHANICAL TIED TO FLOOR DIAPHRAM. WALL STUD SCHEDULE -- BALLOON FRAMING CONNECTION TYPE K8 1/8" WALLS, TYP.) NAILING JOIST TO SILL OR GIRDER TOENAIL 3 - 8d 20 ROOF TRUSS TO PLATE TOENAIL 2 - 16d ALT = 3 - 3"x.131 NAILS BRIDGING TO JOIST TOENAIL EACH END 2 - 8d V SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 16d 0 16" O.C. (ALT= 3"x.131 0 8" O.C.) TOP PLATE TO STUD FACE NAIL 2 - 16d ALT = 3 - 3"031 NAILS STUD TO SOLE PLATE TOENAIL OR END NAIL (4)-8d or (2)-16d DOUBLE STUDS FACE NAIL 10d 0 16" O.C. ALT -3"031 0 8" O.C. DOUBLED TOP PLATE FACE NAIL 16d 0 16" O.C. (ALT=3"031 0 12" O.C. TOP PLATES, LAPS, AND INTERSECTIONS FACE NAIL (2) - 16d (ALT = 3 - 3"031 NAILS) CONTINUOUS HEADER, TWO PIECES ALONG EACH EDGE 16d 0 16 O.C. (ALT= 3"x.131 0 8 Q.C.) CEILING JOIST TO PLATE TOENAIL 3 - 8d 2 CONTINUOUS HEADER TO STUD TOENAIL (4) - 16d ALT = 6 N 3"031 NAILS CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL (3) - 16d (ALT = 4 - 3"x 131 NAILS) FLOOR TRUSS TO PLATE TOENAIL 2 - 16d ALT = 3 - 3"031 NAILS BUILT-UP CORNER STUDS ALONG FACE 16d 0 24" O.C. ALT=3"x,131 0 8" O.G. BUILT-UP GIRDER AND BEAMS T & B STAGGER 16d 0 16" O.C. ALT=3"x,131 0 8 O.G. ENDS AND SPLICES 4 - 16d ALT = 6 - 3"x,131 NAILS SHEAR PANELS TO BEARING PLATES FACE NAIL (12) - 1 O T & B FRAMING NAILING SCHEDULE LENGTH OF SHEARWALL/DRAG LOADS WALL TYPE K8 1/8" WALLS, TYP.) 12 K ERIOR 16 BREEZEWAY 20 20 0 12" Q.C. 24 28 2x4 0 16" O.C. V N V N V N V N V N V N A B 1.6 2 2.3 4 3.0 5 3.8 6 4.6 7 5.3 8 B B 1.9 3 2.8 5 3.7 6 4.6 7 5.5 9 6.4 10 A E 1.4 2 2.114 2 2.8 5 3.5 6 4.2 714.5 116000 7 E E 1.6 2 2.4 4 1 3,21 5 4.0 6 4.8 « » ♦ r r ♦ ► r ♦ ♦ « .1�4IE� 1. DRAG TRUSS PARALLEL TO SHEARWALL SHALL BE CONNECTED WITH LTP4 FRAMING ANCHORS WITH QUANTITY (N) AS SCHEDULED TO LENGTH OF SHEARWALL SHOWN ON PLAN, 2. DIAPHRAGM BRACES PERPENDICULAR TO SHEAR WALL SHALL BE CONNECTED WITH A35 FRAMING ANCHORS WITH QUANTITY (N) AS SCHEDULED TO LENGTH OF SHEARWALL SHOWN ON PLAN. 3. "V" IS UNREDUCED COLLECTED WIND SHEAR IN KIPS FOR THE DESIGN OF THE DRAG TRUSS, ROOF DRAG TRUSS LOAD SCHEDULE 2x4 STUD Ale SCHED. SPACING 119 ® 0 SCHED. SPACING SCHED. SPACING" STAGGERED STUD SPACIING LAYOUT NOTE: SEE PLAN FOR STUD SPACING IN EXCEPTION TO SCHEDULE AND FOR STUD SPACING OF NON-STANDARD HEIGHT WALLS. THREE STORY BULDING AREAS (9'-1 1/8" WALLS 0 1ST do 2ND FLOOR/ 10'-1 1/8" 0 3RD FLOOR) LEVET. LOAD - BEARING WALLS 1/8" WALLS, TYP.) EXTER11OR K ERIOR PARTY WALL BREEZEWAY 3rd LEVEL 20 0 12" Q.C. 2x4 0 16" O.G. 20 0 16" Q.C. 2x4 0 16" O.C. 2nd LEVEL 2x4 0 12" Q.G. 2x4 0 12" O.C. 2x4 0 16" O.C. 20 0 12" Q.C. 1st LEVEL 1""2X4 STAGGERED W 2- 2x4 0 24" D.G. 1-2X4 STAGGERED W/ 2, 2x4 0 24" D.G. " 2x4 0 12 O.C. 1,2X4 STAGGERED W/ 2, 20 0 24" Q.G. MAINTENANCE BUILDING (9'-1 1/9" WALLS$ TYP.) LEVEL CLUBHOUSE BUILDING (10'-1 1/8" WALLS, TYP.) INTERIOR WALL HEIGHT LOAD - BEARING WALLS E><TEw INTERIOR 10'- 1 1/8" 20 0 16" Q.C. 48" Q.C. 2x6 0 16" O.C, or 2x4 0 16" O.C. 11'-O"- 14'-0" 2x6 0 16" Q.C. 1/2.0EXPAS ION 2x6 0 16" Q.C. or 20 0 12" Q.C. 15'-0"- 16'-O" 2x6 0 12" O.C. (30) - 16d 26 0 16" Q.G. 17'-0"- 20'-O" 2,26 0 12" D.C. ACTUATED 2X6 0 12" O.C. MAINTENANCE BUILDING (9'-1 1/9" WALLS$ TYP.) LEVEL LOAD - BEARING WAILS E)RFRIOR INTERIOR 1 st FLOOR 20 0 16" O.C. 2x6 0 16" O.C. OR 20 0 FITNESS CENTER (HGT. VARIES) WALL HEIGHTLOAD - ANG WALLS EXTERIOR INTERIOR 10'- 1 1/8" 20 0 16" O.C. 2x6 0 16" O.C. OR 20 0 16" O.C. 11'-O"- 14'-0" 2x6 0 16" O.C. 2x6 0 16" O.C. OR 2x4 0 12" O.C. .d4I� 1. REFER TO "WOOD FRAMING NOTES" SEC11ON OF STRUCTURAL SPECIFICATIONS FOR CONDITIONS OF USE FOR FINGER JOINTED STUDS. 2. REFER TO "WOOD FRAMING NOTES" SEC11ON OF STRUCTURAL SPECIFICATIONS FOR MATERIAL AND LUMBER GRADE USING DFL OR SYP. 3. NON-BEARING WALLS SHALL BE 2x4 0 24" O.C.. 4, SHEARWALLS SHALL BE FRAMED IN ACCORDANCE WITH SCHEDULE ABOVE. IN NO CASE SHALL STUD SPACING BE GREATER THAN 16" D.G. 5. ALL STUDS SHALL BE MIN. #2 SYP OR DFL. 6. FLOOR AND ROOF TRUSSES MUST FALL WITHIN 5" OF WALL STUD BELOW. WALL STUD SCHEDULE - PLATFORM FRAMING ATIACIW NAILING LOCATION AND SPACING ANCHOR EMBEDMENT 585 LBS. <2> H2.5A (10) - 8d oam WALLS Now WALLS 1/2-0 ANCHOR 7" 48" Q.C. 72" Q.C. BOLTS (32) - 8d 1900 LBS. A�_H14 1/2.0EXPAS ION 2 1/4" N.A. 72" D.G. 1470 LBS. 8 LGT2 (30) - 16d 2050 LBS. 0.177 0 POWDER - o HD78 7/8"0(4) ACTUATED 1 1/2" N.A. 24" O.C. FASTENERS 130 PSF 130 PSF 40 PSF 12 0.099 A POWDER- 0 0 0 25% ACTUADFORM 1" N.A. 12" O.C. NAIMAS 18" 0.25/12 16 1/2" RE: ARCH 2560 3200 3840 4" 48" N.A. 1, EXPANSION ANCHORS SHALL NOT BE ALLOWED WITHIN 10 INCHES OF SLAB EDGE. 2. REFER TO SHEARWALL SCHEDULE FOR ANCHORAGE REQUIREMENTS. BEARING WALL ANCHOR SCHEDULE MARK SIZE NAILING TENSION 1 H1 (10) 8d 585 LBS. <2> H2.5A (10) - 8d 600 LBS. 3 (2) - H2.5A (20) - 8d 1200 LBS. W4 H6 (16) - 8d 950 LBS. 5 (2) - H6 (32) - 8d 1900 LBS. A�_H14 (27) - 8d 1350 LBS, 7 H16 (12) - 10d 1470 LBS. 8 LGT2 (30) - 16d 2050 LBS. NOTES; 1, TYPICAL ROOF TRUSS SHALL HAVE (1) - H2.5A CONNECTOR AT EACH END UNLESS TRUSS MANUFACTURER'S REACTIONS ARE HIGHER THAN SCHEDULED TENSION. 2. TYPICAL ROOF GIRDER TRUSSES SHALL HAVE (1) - H6 CONNECTOR AT EACH END UNLESS TRUSS MANUFACTURER'S REACTIONS ARE HIGHER THAN SCHEDULED TENSION, 3. SCHEDULED TENSION VALUES INCLUDE THE CAPACITY OF (2) - 16d ERECTION NAILS INSTALLED BY TOENAILING TRUSS BOTTOM CHORD TO BEARING PLATE. ROOF TRUSS CONNECTION SCHEDULE DESIGN CRITERIA TRUSSES FLOOR PRIVATE PUBLIC PITCHED 250LBS WAG UNIT'S BALCONY AREA ROOF 15PSF TCLL 40 100 100 20 z TCDL 17 20 20 10 ji! L4 w BCL_ 0 0 0 0 BCDL 8 10 10 10 o HD78 7/8"0(4) (3)-3/4"0 - 6645 LBS Q TOTAL 65 PSF 130 PSF 130 PSF 40 PSF 12 U.S.I. 0 0 0 25% SPACING 24" 24" 24" 24" DEPTH OR PITC 18" 0.25/12 16 1/2" RE: ARCH BUM 1. TC = TOP CHORD, BC o BOTTOM CHORD 2. L = LIVE LOAD, DL = DEAD LOAD 3, ROOF LIVE LOADS MY BE REDUCED ACCORDING TO APPLICABLE CODE REQUIREMENTS FOR RISE AND TRIBUTARY CONSIDERATIONS. 4. LOADS MARKED THUS (#) INCLUDE DISTRIBUTED WEIGHT OF SPRINKLER SYSTEM AT 2PSF. 5, DEAD LOAD INCLUDES SELF WEIGHT OF TRUSS (ESTIMATED 5 PSF). SWXK FLOOR DESCRIPTION 250LBS WATER HEATERS 250LBS WAG UNIT'S 60PLF INTERIOR WALLS 15PSF EXTERIOR WALLS Qom' 1. REFER TO PLANS FOR OTHER LOADS NOT SCHEDULED. 2. REFER TO ROOF APPURTENANCE, SCHEDULE FOR REACTIONS FROM VERTICAL COMPONENTS. TRUSS LOADING SCHEDULE HOLDOWN TYPE MARK SIZE CONNECTION SIZES SPECIFIED SPECIFIED FASTENERS ANCHORS STUD BOLTS STUD NAM S TENSION CAPACITY O MD14 INSERT - (38)-16d(s) 5025 LBS ® LTT19 3/4"0(+) - (8)-lOd 1340 LBS Q LTT20B 5/8"0(+) (2)-1/2"0 (10)-10d 1500 LBS ® HTT4 5/8"0(*) - (18)-16d 4235 Les 5 HTT5 5/8"0(«) - (26)-16d 5090 LBS 100 HD78 7/8"0(4) (3)-3/4"0 - 6645 LBS Q HD913 7/8"0(*) (3)-7/8"0 - 9900 LBS 12 HD12 1'0(*) (4)-1 "0 - 12665 LBS N07ES: 1. STHD14 ANCHORS MUST BE SET BEFORE SHB IS POURED, 2. 2-20 STUDS REQUIRED AT EACH HOLDOWN EXCEPT HD12 WHICH REQUIRES 3 STUDS. NOTES: 1. SSTB ANCHOR BOLTS MAY BE SUBSTITUTED IN LIEU OF ANCHORS MARKED THUS («) 2. SPECIFIED FASTENERS CAN BE EITHER NAILED OR BOLTED AS SCHEDULED. 3. (s) INDICATES SINKERS, 4. LOCATE POST -TENSIONED CABLES BY VISUAL SURVEY OF LIVE ENDS AT EXTERIOR OF SLAB PRIOR TO RETROFIT ANCHOR INSTALLATION. FOUNDATION ANCHORAGE SCHEDULE WIND DIRECTION CL �L CL r.i 0 u -(-ROOF DECK " ji'OR BEARING SURFACE Z. RLI RR ELEVATION Fil LOCATION ALTERNATE TYPES _ SPECIFIED ANCHORS EXPANSION ANCHORS ADHESIVE ANCHORS HEIGHT SIZE EMBEDMENT SIZE EMBEDMENT <5/8" 5/800 7" 5/8"0 5" 3/4"0 3/4*0 8" 3/4.0 6 5/8" 7/8"0 1-0 9" 7/8"0 6 5/8 - /8"1"0 in 0 100 9" 100 8 1/4* N07ES: 1. STHD14 ANCHORS MUST BE SET BEFORE SHB IS POURED, 2. 2-20 STUDS REQUIRED AT EACH HOLDOWN EXCEPT HD12 WHICH REQUIRES 3 STUDS. NOTES: 1. SSTB ANCHOR BOLTS MAY BE SUBSTITUTED IN LIEU OF ANCHORS MARKED THUS («) 2. SPECIFIED FASTENERS CAN BE EITHER NAILED OR BOLTED AS SCHEDULED. 3. (s) INDICATES SINKERS, 4. LOCATE POST -TENSIONED CABLES BY VISUAL SURVEY OF LIVE ENDS AT EXTERIOR OF SLAB PRIOR TO RETROFIT ANCHOR INSTALLATION. FOUNDATION ANCHORAGE SCHEDULE WIND DIRECTION CL �L CL r.i 0 u -(-ROOF DECK " ji'OR BEARING SURFACE Z. RLI RR ELEVATION Fil 1. REACTIONS ARE UNREDUCED AND GRAVITY LOADS ARE NOT INCLUDED. 2. STRAP SIZES AND CAPACITY ARE SHOWN IN STRAP SCHEDULE. 3. PROVIDE EQUAL NUMBER OF NAILS ABOVE AND BELOW BEARING SURFACE, ROOF APPURTENANCE SCHEDULE 0 1. MINIMUM PENETRATION IN FRAMING IS 1 1/2" 2. DIAPHRAGMS ARE UNBLOCKED FLOOR DIAPHRAGM NAILING SCHEDULE LOCATION SIZE CORNER REACTION (LBS) BOUNDARY 10d 6" HEIGHT 10d 6" FIELD ASPECT RATIO (W/L) 6- H 0.25 0.5 0.75 1 1.25 1.5 1.75 2 4 5 90 180 270 360 450 540 630 720 1440 8 160 320 480 640 800 960 1120 1280 2560 � � 360 720 1080 1440 1800 2160 2520 2880 5760 16 640 1280 1920_ 2560 3200 3840 4480 5120 10240 2 1000 129003000 ca 4000 15000 16000 1 700ff 8000 116000 1. REACTIONS ARE UNREDUCED AND GRAVITY LOADS ARE NOT INCLUDED. 2. STRAP SIZES AND CAPACITY ARE SHOWN IN STRAP SCHEDULE. 3. PROVIDE EQUAL NUMBER OF NAILS ABOVE AND BELOW BEARING SURFACE, ROOF APPURTENANCE SCHEDULE 0 1. MINIMUM PENETRATION IN FRAMING IS 1 1/2" 2. DIAPHRAGMS ARE UNBLOCKED FLOOR DIAPHRAGM NAILING SCHEDULE LOCATION SIZE SPACING BOUNDARY 10d 6" PANEL EDGE 10d 6" FIELD 10d 6- 1. MINIMUM PENETRATION IN FRAMING IS 1 5/8" 2, DIAPHRAGMS ARE UNBLOCKED 3. NAILING SHOWN IS FOR EACH FLOOR LEVEL UNLESS NOTED OTHERWISE ON PLAN. RE: ROOF FRAMING PLANS FOR LAYOUT WIND DIRECTION ALL GAMING FLOOR TRUSS STRONGBACKS TRUSS SPAN 0-10 FT NUMBER OF ROWS REQUITED 0 11 - 20 FT 1 21 30 Fr • 35' A.C. 20 - 4O FT 7' O.C. 20' O.C. • PANEL EDGE NAILING PANEL EDGE NAILING « • • « • • • • r s r a • • • I r r " • r • r � � • //-- FIELD NAILING w w » �. ° /- FIELD NAILING xa « r ca r r • • • • r w • r r « » ♦ r r ♦ ► r ♦ ♦ « r PANEL EDGE NAILING » w r • • • • ° r FLOOR TRUSS STRONGBACKS TRUSS SPAN 0-10 FT NUMBER OF ROWS REQUITED 0 11 - 20 FT 1 21 30 Fr 2 35' A.C. 20 - 4O FT 7' O.C. 20' O.C. • PANEL EDGE NAILING • • • • • r s r a • • • r r " • r • r � � " w • r r « " w ° /- FIELD NAILING • • • • • ° r PANEL EDGE NAILING ° FLOOR TRUSS STRONGBACKS TRUSS SPAN 0-10 FT NUMBER OF ROWS REQUITED 0 11 - 20 FT 1 21 30 Fr 2 ROOF TRUSS TOP CHORD BRACING TRUSS SPAN LATERAL. BRACE SPACING DIAGONAL BRACE SPACING 0 - 32 FT 15' Q.C. 35' A.C. 20 - 4O FT 7' O.C. 20' O.C. ROOF TRUSS BOTTOM CHORD BRACING TRUSS SPAN LATERAL BRACE SPACING DLAGONAL BRACE SPACING 0 - 32 FT 15' Q.C. 35' A.C. 32 -- 48 FT15' A.C. 20' O.C. 1. STRONGBACKS SHALL BE A MIN. 2X6 AND SHALL BE ATTACHED W/ A MIN. 3- 16d NAILS TO A 2X4 VERTICAL MEMBER AND SHALL BE IN CONTACT W THE BOTTOM CHORD. IN THE ABSENCE OF A VERTICAL WEB, A 2X4 VERTICAL SCAB SHALL BE SECURED AT TOP AND BOTTOM CHORDS W/ A MIN. 2- 16d NAILS AT EACH END, 2. STRONBACKS SHALL BE PLACED AS STIPULATED IN THE TRUSS DRAWING, IN A QUANTITY NOT LESS THAN STATED IN THE TABLE ABOVE. 3. ALL TRUSS BRACING LUMBER SHALL BE GRADE STAMPED, CONSTRUCTION GRADE OR BETTER, AND SHOULD BE AT LEAST 10' LONG. SPLICES SHALL LAP AT LEAST 2 TRUSSES. 4. BRACE ENDS OF STRONGBACKS ACCORDING TO DETAIL LABELED "EXTERIOR WALT_ - TRUSS PARALLEL" ON FLOOR FRAMING SECTIONS AND DETAILS SHEET. 5. ROOF TRUSS CHORD BRACES SHALL BE A MIN. 20 AND SHALL BE ATTACHED W/ 2-16d NAILS TO EACH TRUSS, 6. TOP CHORD LATERAL BRACES MAY BE REMOVED ONCE THE PLYWOOD ROOF DECK IS PROPERLY SECURED. ;1 TRUSS BRACING SCHEDULE M LIC 0 f� c ! 7 wI OT -U-12 DD SET 07-21.12 COORDINATION SET 10-08-12 PERMIT SET No. (34164 -0. ,. '`icy, �,,, �, ,.,h•. ST�UCTU�AL SCHEDULES o 2X4 DIAGONAL BRACING a_ Q 1:1 SLOPE TOP FLOOR 2x6 BLOCKING T&B ROOF TRUSSES (TYPICAL) 1. BRACES SHALL BE STUD GRADE LUMBER. 2, NAIL DECKING TO TOP CHORD BLOCKING W/8d 0 6" O.C. 3. NAIL BRACE TO INTERMEDIATE TRUSSES W/2 --16d ROOF RIDGE BRACING AT INT, BEARING NAILING RE SCHEDULE HOLDOWN ANCHOR RE: PLAN INTERIOR WALLS NAILING RE: SCHEDULE SHEARBRACE ir.-N INTERSECTING WALL FRAMING DETAIL BOUNDARY NAILING RE.• SCHEDULE HOLDOWN ANCHOR RE; PLAN WALL FRAMING DETAIL "TOR WALL COMPONENTS AND CLADDING WIND LOADS WAIL TYPE ZONE WIND EFFECTIVE PR (PSFU)RES PRESSURES NAIL SIZE - ZONE 1 104-20 +13,3, -20.7 THICK BOUNDARY 50-100 +10.61 -19.7 ZONE 2 10-20 +13.3, -36.8 ROOF 6d gaiv. 200 pif 50-100 +10.6, -29.9 ZONE 3 10-20 +13.3. -54.4 6d cooler 115 pif Q 50-100 +10.6, -46.1 4" ZONE 4 10-20 + 23.1, -25.0 II w PLYWOOD 50-100 +203, -22.6 WAIL ZONE 5 10-20 +23.1. -30.9 7/16 50-100 +20.7, --26,1 NOTES; 1. PI US AND MINUS SIGNS SIGNIFY NET UPLIFT = 5.5 PSF PROVIDE 1-12-5 FRAMING ANCHOR �./ PROVIDE TWO 1x4 LET -II BRACES, IN CH DIRECT OF EACH LIAT ALL FL LEVELS IFS THING OF W%3 END EA END NAIL FLOOR DETAIL AT LADDER BRACE 20 DIA. BRAC 4-16d TYP. 3-16d TYP. --� mu; 1y s 2x4 BLOCKING — NAIL W/5 ---12d IN EACH DIRECTION ROOF DETAIL TYP. SH PANEL ( SHEAR I 0 SIMIL) CONDITI( s 0 CL TYPICAL FLOOR [+nllrn111 rn SCHEDULED SHEATHING FACE NAIL 6-1Od TYP - 2-2x4, NAIL W/16d 0 16" TYP. DRAG TRUSSE 2x4 BLOCKING 0 EA END OF BRE FRAMING ANCHORS RE: DRAG TRUSS LOAD SCHEDULE 2x STUD 2-20, NAIL W/16d 0 12" qL 12" 20 SOLE PLATE FLOOR DECK SHEAR PANELS MAY BE OMITTED AT EXTERIOR STRAPS SHALL BE NAILED SHEARWALLS WHERE OSB SHEATHING IS §ECURED STRAP NAILING SCHEDULE ACROSS THE FLOOR CAVITY PER TYPE "D NAILING. FLOOR DETAIL AT SHEAR BLOCKS cnurni a rn 2x4 SILL PLATE SILL BOLTS RE; ANCHORAGE SCHEDULE FOR SIZE AND SPACING FOUNDATION DETAIL FACE NAIL 12-10d T&B PANEL TO PLATE SPACE AT 2" O.C. AND STAGGER ROWS 1 1/2" TYPICAL 2-20 CRIPPLES NAIL W/16d 0 6" STRAP WHERE I DICATE D ON PLAN RE; PLAN FOR SIZE) IN ACCORDANCE WITH 1 NAIL WN ONLY WHERE IED ON PLAN LAN FOR SZE) .DOWN R BOLT )UNDATK)N ANCHORAGE SCHEDULE SHEARWALL NAILING SCHEDULE WAIL TYPE SHEATHING MATR'L NAIL SPACING DIAMETER NAIL SIZE - DESIGN LOAD MARK TYPE THICK BOUNDARY FIELD AA GYP SHEATHING 5/8" 4" 7" 6d gaiv. 200 pif ® WALLBOARD 5/8" 7" 7" 6d cooler 115 pif Q WALLBOARD 5/8" 4" 4" 6d cooler 145 pif II w PLYWOOD 15/32" 4" 12" 8d common 490 plf -OR- OSB 7/16 NOTES; 1. WALLBOARD TYPE SHEARWALLS ARE FOR UNBLOCKED CONSTRUCTION. BLOCK ALL EDGES AT PLYWOOD OR OSB SHEARWALLS. 2. 6d goly. NAILS SHALL BE 1 3/4" LONG, 3/8" HEAD, 0.120" MIN. DIAM. AND GALVANIZED. 3. SHEET SIZE OF GYP SHEATHING SHALL BE 48'. 4. SINKER NAILS MAY BE USED PROVIDED THE SHEAR STRENGTH OF THE NAIL EXCEEDS THE COOLER NAIL CAPACITY, 5. STAGGER BOUNDARY NAIL SPACING AT 3" O,C. SHEARWALL NAILING SCHEDULE SHEARWALL WWWE SCHEDULE MARK SILL BOLTS DIAPHRAGM NAILING DIAMETER SPACING SIZE SPACING ® 1/2" 48" 12d 16" © 1/2" 48" 12d 16" 0 1/2" 32" 16d 12" ® 1/2" 24" 16d 6' SIFARKALL WW (� NM A B IV O.C. AMC 12" O.C. eB- 30" 0.c. e -- 24' O.C. B B 12" O.C. C C 12' O.C. 6" O.C. NO . 1. REFER TO FOUNDATION ANCHORAGE SCHEDULE FOR ALTERNATES FOR SILL BOLTS. 2. CONTRACTOR MAY USE 1/2"0 EXPANSION BOLTS WITH 2 1/4" EMBEDMENT AT INTERIOR WALLS ONLY, 3. DIAPHRAGM NAILING SHALL BE LOCATED ALONG THE LENGTH OF THE SHEARWALLS. 4. POWDERED ACTUATED FASTENERS (P.A.F.) SHALL BE 0.177? HILT] "DS" SERIES OR APPROVED EQUAL. 5. PAF. SHALL NOT BE USED ON EXTERIOR SHEARWALLS. SHEARWALL ANCHORAGE SCHEDULE TOP OF PLATE ELEVATION WITH DOOR OPENING TOP OF PLATE SHEARWALL LENGTH - RE: PLANS ELEVATION WITH WINDOW OPENING `-- SILL BOLTS, RE: ANCHORAGE SCHEDULE FOR SIZE & SPACING SHEARWALL LENGTH - RE; PLAN TYPICAL SHEARWALL ELEVATION PARALLEL TO FLOOR FRAMING u•u nrnv Tn r �0 RE: DETAIL 17 THIS SHEET ATYPICAL SHEARWALL EL�VATIaN � PERPENDICULAR TO FLOOR FRAMING yS ING ANCHORS )RAG TRUSS SCHEDULE 11. END )ETAIL 12 SIMILAR SHEET POSTS Ek END N€ET' 7 ACES END OF TALL A BRACES DETAIL 7 i SHEET ' WIND POST EACH END TIPPLES TYP EA. END DETAIL 12 a SHEET ' WIND POST EACH END DETAIL 17 i SHEET 07-V-12 DD SET 07-21-12 COORDINATION SETT 10-08-12 PERMIT SET rt M. �w��4111 rt tt j, No, 64'164 • TAI'E OF , SHEARWALLS SECTIONS AND DETAILS 01 - II w a • -- y 07-V-12 DD SET 07-21-12 COORDINATION SETT 10-08-12 PERMIT SET rt M. �w��4111 rt tt j, No, 64'164 • TAI'E OF , SHEARWALLS SECTIONS AND DETAILS ROOF TRUSSES 0 24" O.C. H2.5A, TYPICAL L ® EACH TRUSS 1 TOP PLATE 20 0 12 O.C. CL: ci 4x2 KNEE WALL BY TRUSS MANUFACTURER. DESIGN FOR GRAVITY AN HORIZONTAL FORCES RE SHEARWALL PLANS FOR LATERAL LOAD REQUIREMENTS 2x4 ® 12 O.C. a.: 0 4x2 KNEE WALL BY TRUSS MANUFACTURER. DESIGN FOF V HORIZONTAL FORCES RE: SHE PLANS FOR LATERAL LOAD RF 2-2x4 0 16 0.l Jr- �l CONCRETE SLAB ON GRADE —d'�`" • f a s+ 3 '°� • y am s w W y ^; .aha a ° ANCHOR BOLTS RE: SCHEDULE FOR SIZE AND SPACING 3 STORY COMMNUOUS LOAD PATH WALL ELEVA11ON _ ;S2000 STRAP It 48" O.C. ,E: SHEARWALL LANS FOR ADDFTIONAL TRAPING REQUIREMENTS N ROOF DECK ROOF TRUSS H2.5A, TYPICAL U.N.O. 0 EACH TRUSS TO DBL TOP PLATE H2.5A ® 24" O.C. DBL PLATE TO STUD 3 STORY PLYWOOD BAND ALT. N.T.S. N.TS. r-P.111vvu uauGa, l 1 r. H2.5A ® 48" O.C. SOLE PLATE TO STUD ANCHOR BOLTS RE: SCHEDULE FOR SIZE AND SPACING 'A"Ll ^ f ILI Lm ... % h f 4164 sTA X OF � '« pp llby��r. 3 STORY CONInNUOUS LOAD PATH WALL ELEVAinON ui y - ui u- Mrie ■ '�-u 0-1 Lu �. cn M 1 1(rr-U-121/1 10-08-12 'A"Ll ^ f ILI Lm ... % h f 4164 sTA X OF � '« pp llby��r. 3 STORY CONInNUOUS LOAD PATH WALL ELEVAinON "FIIR HOLDOWN LEGEND MARK SIZE STH014 LTTl 9 g rage; "pd, LTT2OB 165'-9" M TO OUT SLAB 0 HTT4 s_5n f -5m 17 8 ll ' -5" 121-4" 13'-4" t-4" 11-510 170-5" MEN I gli 13'-4" 12'-4" 9,-8 Km HD7B 7'-8m 1 8'-5" 1:,-(" �-O" 7'-8" 1 1 707 7'-8" 1 1-0�1 YO" 81-5 -IIY- '.7-00 7'-3" 4'-1 4'- 1 7'-3" l' -T V76" 8'-5m 1'70: 7'-8" V-0 .71E HOW �llfl W HD12 REFER TO STRUCTURAL SCHEDLLE gr/AR MA SO -2 FOR ANCHOR SIZES �r ggi, 0 kj 4. Pxr gqg, gwgxg, Ln 6w 1 IN J, gni XPi 1 Lr) Ln to 00 to N4 g, 7" ;.� It =A CO) 00 to Rjt� F— lu 7- �7 Lu 2 Lu w 23 L bo CL J it ACLF-1 It E) 1-1 C 0 911 F. ui i15" A 1 0 6--1 O� 25 C? z lb 17'- go 251,15" A 1 A I TT F11 9' jTT is ui 0 .... ...... .. . F U- L F -At 0 ui cn bk� 4o -O' cl) i CIO V) CM c3 V;dl Lj kQ I Ll_ ci cj--- U�11. ZPV �­A WIS. 'Al T F DeeW &b TYPI: I 'ST 'PS <TJ! IT - ..- ., NO. Dde _J 2' Ti AIM.. LOCAUNS r 01-U-12 DD SET -ATEPI AN (RE. 9 rty,,7 0 V_ _j 1 1 MhAk iL L 07-21-12 COORDINATION SET L L_ L 10-WI2 PERMIT SET ED go 1 1-5" 6' 50 6'- 1 6 91 9- E. q 15* 6 ITT 25 2511 9 4 9 A-1 .11 r\T 1 A'l Liz VA, 3 3 b L -J < _j C) Q_ — I B 1 H C _j 0. 1 A 131 y I B ;�� a , V) !� r�i; (n V) (n V) CD C) _3z . . ..... .. :J 3 ...... Ln to PrpjW NwiW OMWAI NRI By JAP Qa*W By w AppmW By DM 01 to to F Jo R F,B.P.E Reg. # 28688 N, 0111 E N No. 64164 1_80 1 7'-8" l' -O �0" 7' NI - E: OF 1, 7'-8- V-0 8'-5- 1 �f L' -O' 7-8- 1 Ll Y6 8'-5 1 -3' 9� K� 40-1 +51'r -O" 7 7,-3" 1,- r 1 71 o P 91 91-8" 0-8" 91-80 _800 11 ®5 13'-4 a 1 P-4" 13'-4" 12#-4" 9 17'-5" 17'-5" 7 12'-4" N M- 165'-9" OUT TO OUT WB Dw"We BUILDING TYPE I SLAB FORMING PLAN BUILDING TYPE I SLAB FORMING PLAN 5 0 F 49 12 25'-8" EQ. sp. 10'-3- 9f-80 11� 9'-" c" I /S8-2 cN 10'-3"3 9,-8 MARK N IN K) cn 92 I C1 IM 4 EQ. SP, 3 EQ, SP. T 3 EQ, SP. 1 EQ. SP, 3 EQ, SP. 4 EQ. 1P. 3 EQ-. 1P. 3 EQ. SP. 3 EQ, SP. 8" 3 EQ. SP, u-, '0 0 FC14 fl) Ln F G7 N B ADDL #5 0 12" O,C, RRB Uln MPT" OF SLAB �RB ALONGSIDE PT BEAM r - T T32 (41) F N"; F Jill", T31 159) or*% i — I T7s8 r-1 13 119) 1 r-' _a4_ 8A N RB T2U 11) T2141 11) #4x6' 'Orpiv T27 MID DE T26 1164) TTff--2 T (';g, .�2 J'i H L T25 111) T2441 11) T23 (159) T22 1 19) I 9 8- F I jr T210111) T20 159 )I. T18 1,599 T19 �159) _ 16T 7 1 63) it 1�T- I 53 14 T 159) jLD1 TYPf I S-TEPS r '1' AT ALI. OCA11ONS T 13�5 9) T758— u I 'RE: CIVIL 'ITEPLAN T 1 12' I T11 59) T10�159) RB ^� 1 U64) r Tj.1 64) co T7 _1 6 4) x -Till T5 (159) T T4 159) I _ I fT 4- T2 (47) 1 1 47) R9 ONGSIDE PT A 1: BEAM ADDL #5 0 12' O,C MID DEPTH OF SLAB 10,-3" 4 EQ, S1 ADDL #5 0 12* O.C. MID r T DEPTH OF SLAB 2A/S�-2 -2 2TS8 Ir -2 Tvr 2A -2 2A S8 ca m 3A/S8-2 if 3A/S8-2 3A/S8-2 3A/S8-2 7 3A 2 I 00 go CN 4 CiN =rte 14— ,'17 1: T70.131) T71 L31) I I "9T171 —9 z r ♦♦T72 31) RB Ile RB T F T1. A/ %L 1y=E V WWI t - 7p p 0" 7','0" —I r - --- -- 11 -7p4 7' J-1 I I I . l I L —11 L I--- -L --c E 73 1 z Q, I r j't -10 1 IL 4 L II c --5 AA 7 1 7 --Z —-7 =41= IT- ?==tz, J q :fT r M U4 ma k. T al, I -K 4-1 4 r r Vill -47 T .7Y. I I I PR�F-T= 1 0 L h'i 14/S8-4 F /S8, a. -}! "I I I I L �I: i� I— t J— r —1, 7 --p 7, I r dF Ym I J— RB R6 174 T ice cti m T1- T 1 3-81�3 1 }—i'139 wo -,Z, 7_7 ii --I Tr -r 7 00 CID T r 7- 3A/S8-2 3A/S8-2 7-- F T- 00w 3AI 71f,— I ca -%.,0- rw_-H:- 7 =-co IN S8-2 M m TT- Ck-' 7- 2A/S8- 2A/S8-2 — �-tj 2AJ 2A/S8-2 1 41 7 RB ADDL #5 0 12* O.C. RB MID DEPTH OF SLAB 25? -8" 9 EQ, SP. T99 a7 �3 n n c" I /S8-2 cN 1 S8-1 N100p, SIZE tPUNFOKING VERTICA MARK N IN K) cn 92 I C1 IM R8 (EM [CgyqpLO -4+-c�a Ln to LO LO pp C',' C11 1,1r4 Ol 04 cq C'14 "I SINGLE VERTICALS AND INSTALLED AS STAKES. T`IOL(47) T1Q7) ro`tZ n r- !a r FZ v- pq n pno Pi 11R moo 1 & CN to 04 CQ LO �t re) (N to Ln r11 t 00 f r2) C14 f2 J2 "IL ADDL #5 0 12* O.C. MID r T DEPTH OF SLAB 2A/S�-2 -2 2TS8 Ir -2 Tvr 2A -2 2A S8 ca m 3A/S8-2 if 3A/S8-2 3A/S8-2 3A/S8-2 7 3A 2 I 00 go CN 4 CiN =rte 14— ,'17 1: T70.131) T71 L31) I I "9T171 —9 z r ♦♦T72 31) RB Ile RB T F T1. A/ %L 1y=E V WWI t - 7p p 0" 7','0" —I r - --- -- 11 -7p4 7' J-1 I I I . l I L —11 L I--- -L --c E 73 1 z Q, I r j't -10 1 IL 4 L II c --5 AA 7 1 7 --Z —-7 =41= IT- ?==tz, J q :fT r M U4 ma k. T al, I -K 4-1 4 r r Vill -47 T .7Y. I I I PR�F-T= 1 0 L h'i 14/S8-4 F /S8, a. -}! "I I I I L �I: i� I— t J— r —1, 7 --p 7, I r dF Ym I J— RB R6 174 T ice cti m T1- T 1 3-81�3 1 }—i'139 wo -,Z, 7_7 ii --I Tr -r 7 00 CID T r 7- 3A/S8-2 3A/S8-2 7-- F T- 00w 3AI 71f,— I ca -%.,0- rw_-H:- 7 =-co IN S8-2 M m TT- Ck-' 7- 2A/S8- 2A/S8-2 — �-tj 2AJ 2A/S8-2 1 41 7 RB ADDL #5 0 12* O.C. RB MID DEPTH OF SLAB 25? -8" 9 EQ, SP. ADDL #5 0 12" O,C, MID DEPTH OF SLAB 0 RB ALONGSIDE PT's 4. 4N fl RB T4— - 60 JO!, 7 JEPTH I ; I r ---�-1_ _ `� r� � —� _ �� .dna RB =j. ..........II JI IA 7t- �.RE -ri LV r -1 17 7I..... _ , , ,I7 j RB r�2 T 7 -7 -T-r- RB ^lel �. _ �.. ��. � , � _I. _ RB ALO; SIDE PT BEAM 2A/S8-2 B) I.- D G —ADDL 15 0 12" D.C. MID DEPTH OF SLAB T99 a7 �3 n n c" I /S8-2 cN 1 S8-1 N100p, SIZE tPUNFOKING VERTICA MARK N IN K) cn 92 I C1 IM R8 (EM [CgyqpLO -4+-c�a Ln to LO LO pp ADDL #5 0 12" O,C, MID DEPTH OF SLAB 0 RB ALONGSIDE PT's 4. 4N fl RB T4— - 60 JO!, 7 JEPTH I ; I r ---�-1_ _ `� r� � —� _ �� .dna RB =j. ..........II JI IA 7t- �.RE -ri LV r -1 17 7I..... _ , , ,I7 j RB r�2 T 7 -7 -T-r- RB ^lel �. _ �.. ��. � , � _I. _ RB ALO; SIDE PT BEAM 2A/S8-2 B) I.- D G —ADDL 15 0 12" D.C. MID DEPTH OF SLAB BUILDING TYPE I - FOUNDATION PLAN 1/8'=1'-0" T99 a7 �3 n n c" I /S8-2 cN 1 S8-1 N100p, SIZE tPUNFOKING VERTICA MARK to IN K) CJ LID V) to R8 (EM [CgyqpLO -4+-c�a Ln to LO r4 SIB 14* N/A 2-#5 N/A N/A f5 rn 00 47) TI am ( SINGLE VERTICALS AND INSTALLED AS STAKES. T`IOL(47) T1Q7) ro`tZ n r- !a r FZ v- pq n pno Pi 11R moo 1 & CN to 04 CQ LO �t re) (N to Ln C14 —25'-8" 9 EQ, SP. 10'-3«9'-8" — 9 9 A 9-8" 10'-3" 91- 4 EQ. SP. 3 EQ, SP. 3 EQ. SP. 3 EQ. SP, 3 EQ, SP. 4 EQ, SP. 3 EQ. SF--- 3 EQ, SP, 3 EQ. SP. 9F-8" 3 EQ, SP. 4 EQ. SP, 9 EQ, SP, BUILDING TYPE I - FOUNDATION PLAN 1/8'=1'-0" GRADE BEAM SCHEDULE T99 a7 TOP W 0 WIDTH DEPTH TO SIZE SPACING BOTTOM JT 0 M r_ 2 0 1 2 0 PB 14" 24m 48 - 1 2 0 c" I /S8-2 2 i 1 2. 2 144 24" 73 48 - 1 S8-1 N100p, SIZE tPUNFOKING VERTICA MARK 1 Wum.. CJ 'N'000, R8 (EM 14" 24 2- 5 5 — 113 48 SIB 14* N/A 2-#5 N/A N/A f5 00 47) TI am ( SINGLE VERTICALS AND INSTALLED AS STAKES. T`IOL(47) T1Q7) GRADE BEAM SCHEDULE TEND N MARK SIZE DON VDWA MARK TOP W 0 WIDTH DEPTH TO SIZE SPACING BOTTOM JT 0 M r_ 2 0 1 2 0 PB 14" 24m 48 - 1 2 0 PB I 2 i 1 2. 2 144 24" 73 48 - SIZE tPUNFOKING VERTICA MARK 1 Wum.. - DEPTH TOP BOTTOM SIZE SPAXG1I R8 (EM 14" 24 2- 5 5 — 113 48 SIB 14* N/A 2-#5 N/A N/A f5 1. PB POST TENSIONED BEAM, STIRRUPS ARE SINGLE VERTICALS AND INSTALLED AS STAKES. 2. RB - REINFORCED BEAM, STIRRUPS ARE SINGLE VEMCAL, CLOSED AND INSTALLED AS STAKES, 3. 38 - SHOVEL BEAM, MINIMUM DEPTH OF 14" BELOW GRADE, SLAB ON GRADE 4" THICK CONCRETE SLAB ON GRADE ON 10 MIL VAPOR BARRIER OVER A PREPARED SUBGRADE THAT EXTENDS 5 FEET OUTSIDE THE SLAB AREA TO A DEPTH IN COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS, LFIN FLR ELEVATION - RE, CIVIL = REF. + 0'-0" FOUNDATION 5uNDATIO N LEGEND' 1, SLABTENDON LIVE END SHOWN THUS: I ENGTH OF TENDON TENDON SEQUENCE — - - Owl- T3 (14) 2. SLAB TENDON DEAD END SHOWN THUS: 3. BEAM TENDON LIVE END SHOWN THUS: LENGTH OF TENDON :::�TENDON SEQUENCE T1 37 T2 (37) 4, BEAM TENDON DEAD END SHOWN THUS: (SINGULAR BEAM TENDON IS BOTTOM TENDON) 5. THICKENED SLAB 6, (2) -#4x6' -O" REENTRANT BAR 7, BRICK LEDGE 8. POUR STRIP CD u - 07.B -12 DD SET 07-21-12 COORDINATION SET 10-012 PERMIT SEI" v 076 BUILDING TYPE I FOUNDATION PLAN C ,YZ 141'-8" OUT TO OUT SLAB 4'-11j" 4'-11�" 12 CAR GARAGE -SLAB FORMING PLAN 115'-0" OUT TO OUT SLAB LEGEND MARK SIZE %!t'/'o iYll,. I IN (/�t i. i %/ %/. iO WN, jJ� a r %/ i 1 � • HD7B a 1d sa g sir yy +tly FORMING PLAN a • a r r • ■ ■ • r • r • ■ 4 � \7 @r 4 aer yh rs ffi +s. yti mt, r r r >, e I" r r . r ■ r rr- .,.. w...W .,,,,_-. ruuurr��u.."rr•, :,. .. .. �i %.► Ci _ lI �f % �i ........._,.,.,.:.,.,w... % .a„.�..,.... an rr>■s.uucn Vii. ,,,,........ ....,, rv.'.,.._ % Vii. 12 CAR GARAGE -SLAB FORMING PLAN 115'-0" OUT TO OUT SLAB 100'-6" OUT TO OUT SLAB l 71'-0" OUT TO OUT SLAB LEGEND MARK SIZE 9'-0" STHD14 r LTF19 9'-0" • jJ� a r 1 r 1 � • HD7B a 1d sa g sir yy +tly FORMING PLAN a • VARIES r, VARIES • VAfES N VARIES VARIES ❑., ui Lk w ORWIll MEN p.w,.. (n ! ! to r r r >, e I" r r . r ■ r rr- .,.. w...W .,,,,_-. ruuurr��u.."rr•, :,. .. .. ill .....�.. Yw n---..:.:. rte, .. .:::. :,._ ...,.-- ..;,.,,,. rr...■rrrwrr.l r:Y:lrr+uiW.,i',1 rr:raWw�rfiriG�WI ,.._rr. rcWuurwruYuw+a r•+L�r+:wrr.r /A: :.... vw.rr■.. 100'-6" OUT TO OUT SLAB l 71'-0" OUT TO OUT SLAB �NVA 6 CAR GARAGE -STORAGE -SLAB FORMING PLAN Ll C� Mir c�a Q 00 I LEGEND MARK SIZE 9'-0" STHD14 r LTF19 9'-0" • jJ� a r 1 r 1 � • HD7B a 1d sa g sir yy +tly FORMING PLAN a • VARIES r, VARIES • VAfES N VARIES VARIES ❑., ui Lk w ORWIll MEN �NVA 6 CAR GARAGE -STORAGE -SLAB FORMING PLAN Ll C� Mir c�a Q 00 I H OLDOWN LEGEND MARK SIZE 9'-0" STHD14 .h LTF19 9'-0" LTT206 Q H74 �. 8--11- HTF5 vo HD7B a HD9B 12 HD12 NOTE. REFER TO STRUCTURAL SCHEDULE SO -2 FOR ANCHOR SIZES 14 FORMING H OLDOWN LEGEND MARK SIZE 9'-0" STHD14 �2 LTF19 9'-0" LTT206 Q H74 �. 8--11- HTF5 �7 HD7B a HD9B 12 HD12 NOTE. REFER TO STRUCTURAL SCHEDULE SO -2 FOR ANCHOR SIZES 71'-0" OUT TO OUT SLAB 4'-11 43'-9" 9'-3" V-67, 81 -3- 1/8"=1'-0" 78'-6" OUT TO OUT SLAB 5 --lo- w��.�.w.W—..,.,...,.w.,�.....�...........», FA 9--0" �—O� 9'-0" �—O� 9'-0" r—O� 9'-0" - L 5'-3" 9'-0" �. 8--11- 0 ■ >(D 4 CAR GARAGE SLAB FORMING PLAN 1/8"=1'-0" 78'-6" OUT TO OUT SLAB 1 " 9'—lJ" t—O 9'-0" '-0 9f—on 1— 1 91—Ow 1-0 9'—:%w 1-0[ 6 CAR GARAGE VAN STORAGE H. C. SLAB FORMING PLAN 78'-6" OUT TO OUT SLAB —.. a.�.M,...,.�,..,...m...�..,.—..m.,�.,., w��.�.w.W—..,.,...,.w.,�.....�...........», FA .,...».�,..,...:,..e„m,..m.«ow.�,•m,,.«...,«.,....,.,.... FA IZ 7— - - \,� 0 ■ >(D N a • VARIES r, VARIES • VAfES N VARIES VARIES ❑., ui Lk w L1.. p.w,.. (n ! ! to rr- .,.. w...W .,,,,_-. ruuurr��u.."rr•, :,. .. .. 1 " 9'—lJ" t—O 9'-0" '-0 9f—on 1— 1 91—Ow 1-0 9'—:%w 1-0[ 6 CAR GARAGE VAN STORAGE H. C. SLAB FORMING PLAN 78'-6" OUT TO OUT SLAB —.. a.�.M,...,.�,..,...m...�..,.—..m.,�.,., w��.�.w.W—..,.,...,.w.,�.....�...........», FA .,...».�,..,...:,..e„m,..m.«ow.�,•m,,.«...,«.,....,.,.... FA IZ 7— - - \,� 0 ■ >(D N 1 " 9'—lJ" t—O 9'-0" '-0 9f—on 1— 1 91—Ow 1-0 9'—:%w 1-0[ 6 CAR GARAGE VAN STORAGE H. C. SLAB FORMING PLAN 78'-6" OUT TO OUT SLAB —.. a.�.M,...,.�,..,...m...�..,.—..m.,�.,., w��.�.w.W—..,.,...,.w.,�.....�...........», FA .,...».�,..,...:,..e„m,..m.«ow.�,•m,,.«...,«.,....,.,.... FA IZ 7— - - 04IMFVARIES VARIES N VARIES VARIES r, VARIES VARIES R �, VARIES VAfES N VARIES VARIES ❑., ui Lk w L1.. p.w,.. (n ! ! to N 1 � 010 1 cr n 1 � 4 91-0n 91 -On 9r -0n 9r On 1 -0[ 10' -* r10 9-0» -0 .-0 6 CAR GARAGE STORAGE H.C. SLAB FORMING PLAN N H No. Q4164 N VN wkvTb 11 GAMGES SLAB FORMING 1 A.rA"H ■ im 7" 15`- " 110'-O" 15'- 7 5 EQ. SP. 44 EQ. SP.. 5 EQ. SP, j N N N N N N N I �N N N Nt2p� N N N N N N N N lrt2 N I NN N N N N N N N N N N N N N N N N N N �N N N N N j N t/ ��' ti.�/ `.� \..� \ryry./ �✓ caLo to �� �•' � a`�"-• �' ��' I`,pop - � I"�- �' I-`' � `�-' � � r `1-'I-`-' � `I✓' � � --• _=FT _ - m - T$ 142) I 1 u Y �— -;-- i 9�, _ r— — 1 } �-- � I I I, n j 1a2) �W, _�---I i_ —i. _I_ .� I T6 142) I I ' I, SAr S8-11 1 _Fr _ .___. _ 4 _ I:I _ _ CJ_!_ _ ._._ _.I- _� I I _ a 8 1- - 1 W.,. r _.., y w,.u...._ _ i t 1 _ X113 s 1 4vs(:M,.r!-.r:,�..r._ . T14'1 L, �1 }I II }I, !; ,j (} i 1 I �I, i� 1 1 I �I; (, I 1 i �1. 1� 1 ► 1 �1 1� 1 I 1 it - _r- -- -- _ �. L __ _-_ r_ ____ r_- _ __ ___. _ _ r I i I I I I I 1, �I II �— ,� ��_ T3 142),, jf �II� I , r — — r — r — r _ r _ r _ F.._.. 1_ _ r _r-- _t_ --}_ r _ + _ —t 1 _ ys- r— — — -- —1 4 -_f- — — I�----.I — � I' _ r_ r� IT ( I I g� Ir( 13 1 I I I1 f� I� , I I )• s l � 1 t I rl ! T1 142) T2 142).. d (r - —f —`r —- — _ 1 — — -- 4 's- ` ,1 — i- -'r-I — — -- — — I I I - - i— �; -r — — — — " - _--amp— LY I I IN r_1 12 —amp- 12 CAR GARAGE -FOUNDATION PLAN I (1 f AD r-ADAr-17 — roi ikinATIOKI DI AKI 1/8"=1'-O" T", 76'-71" 28 EQ. SP. N NN N N N N N N I �tV N N N N N N N I N N N N N {O N ria tC) cp ap O� COQ N r C_4 N N N t 2 t ►'�j M t? r� .h d �Nd d 1 a— _ 01 low _,� I T7 101) I I I _ J __ I-- 1- - r -�—_ . I._ t I _ _I—_ 1 I_ I J _ _ 1- --! - — I t_ _ �__ I I I 1 sI I I I °, rT) I I__j j I I� j I `Wl z.a� Ts 101) I: _W T5 _1 0 I II II II II II II Irl 10 _-LI I—— ..�.�.,...I,�.,,w...�,.._.,� 1. � � _ �I I, _, - , r ! _ , I _ !� 1 _ ..,..4I ___L_ _ -1 _ L_ -1 1-1 _I-.1.. Ta (101)I! I II II I 1 I �l II I si li I ! ') I� j j�li II Ir ! II II j L T3_t 1 a o _ 1_ �.1...,.... 1 I ! ► I I I I _.�.„.,.�...} I I $ .....-1--_ I I I � "",""�"" .,.' �°I 1 � I I......» ....1......_._ I _ I I I....._,�.I...., .. � I 1} i I I _ I � I 1 � ..........1_.__ -I j "¢ '"""'I" _ i r7 I -» L- '. T1 101) s;, 1 r1 ; I� —4� 8 CAR GARAGE - FOUNDATION P,..LA,N 1 /$"_ 1,_o" PrI V� V_:' ) FLO V'� 6 CAR GARAGE -STORAGE -FOUNDATION PLAN 1/8"=I' -O" x N in mw T4 T3 ,I T1 (71) T2 TENDON ELONGATION CHART LENGTH ELONGATION LENGTH ELONGATION LENGTH ELONGATION (M (IN) (FT) (IN) (IT) (IN) 12 2/3 38 3 64 5 1/8 13 3/4 39 3 65 5 1/4 14 /8 40 3 1/8 66 5 1/4 15 1 41 3 1/4 67 5 3/8 16 1 42 3 1/4 68 5 3/8 / 17 1 1/8 43 3 3/8 98 7 3/4 18 1 1/4 44 3 1/2 70 5 1/2 19 1 3/8 45 3 1/2 71 5 5/8 20 1 3/8 46 3 5/8 72 5 3/4 21 1 1/2 47 3 3/4 73 5 7/8 22 1 1/2 48 3 3/4 74 6 23 1 5/8 49 3 7/8 75 6 1/8 24 1 3/4 50 4 76 6 1/8 / 25 1 7/8 51 4 77 6 1/4 26 1 7/8 52 4 1/8 78 6 1/4 27 2 53 4 1/8 79 6 3/8 28 2 1/8 54 4 1/4 80 6 3/8 29 2 1/8 55 4 3/8 81 6 1/2 30 2 1/4 56 4 3/8 82 6 1/2 31 2 3/8 57 4 1/2 83 6 5/8 32 2 3/8 58 4 5/8 84 6 3/4 33 2 1/2 59 4 3/4 85 6 7/8 34 2 5/8 60 4 3/4 86 6 7/8 35 2 5/8 -61 4 7/8 87 7 36 2 3/4 62 5 88 7 37 2 7/8 63 5 90 7 1/8 NOTES: 1. EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2. TENDON LENGTHS SHOWN REPRESENT INSIDE OF FORM TO INSIDE OF FORM. BEAU TEND(Nd NAPE HAS BEEN INCLUDED, 3. TOP TENDONS IN GRADE BEAMS SUPPORTING SHEAR WALLS WITH HARDWARE SHALL BE OFFSET 4 ITCHES FROM BEAM CENTERLMIE. 4 CAR GARAGE -FOUNDATION" PLAN 6 6 CAR GARAGE -VAN -STORAGE - H.C. -FOUNDATION PLAN N ...,+ ...r �,... v -✓ ti.,� �.... .w ...,� cvV ti.r ���.vy� N .... ..✓ r..i ...,. � •p.�,.j� v C7p .✓ `r�✓ .t.�.. � o�p ca N rh d u� cs> t� ap m a N 1 IN- F- FN 1N- FN- H FM 1� F- w - T7 (79) T6 (79) T5 (79) Ta (79) T3 (79) (79) T2 (79) ` ► dr' I I I 1— �i LENGTH 1 I I. 1 ELONGATION (FT) (IN) 11 (IN) (FT) (IN) f I ._.I.— 1 ^ t r -_-__-1_t- 94 ...a.,�.. .I � (�..,..Mr......».,.,. TM, j I .t 5 1/2 95 I_ts �...,._r...�..._:.�,�.�,,._},»w.� � , �.�,.�r.�...,,......r.,.._,..„�,.... r,.,...lm...,......r. �, t......,.1....._.,_.r.,...._...,�I,.�.,I 1 t 5 5/8 96 7 5/8 121 r r I---- r r--� ; r r 5 3/4 97 7 3/4 122 9 3/3 11 5 7/8 98 7 3/4 s' 6 CAR GARAGE -STORAGE - H.C. -FOUNDATION PLAN TENDON ELONGATION CHART' LENGTH ELONGATION LENGTH ELONGATION LENGTH ELONGATION (FT) (IN) (FT) (IN) (FT) (IN) 69 5 1/2 94 7 1/2 119 9 1/2 70 5 1/2 95 7 5/8 120 9 1/2 71 5 5/8 96 7 5/8 121 9 5/8 72 5 3/4 97 7 3/4 122 9 3/3 73 5 7/8 98 7 3/4 123 9 7/8 74 6 99 7 7/8 124 10 75 6 1/8 100 8 125 10 76 6 1/8 101 8 1/8 126 10 1/8 77 6 1/4 102 8 1/8 127 10 1/8 78 6 1/4 103 8 1/4 128 10 1/4 79 6 3/8 104 8 1/4 129 10 3/8 80 6 3/8 105 130 10 3/8 81 6 1/2 106 8 3/8 131 10 1/2 82 6 1/2 107 8 1/2 132 10 1/2 83 6 5/8 108 8 5/8 133 10 5/8 84 6 3/4 109 8 3/4 134 10 3/4 85 6 7/8 110 8 3/4 135 10 3/4 86 6 7/8 111 8 7/8 136 10 7/8 87 7 112 8 7/8 137 11 88 7 113 9 138 11 89 7 1/8 114 9 139 11 1/8 90 7 1/8 115 9 1/4 140 11 1/8 91 7 1/4 116 9 1/4 141 11 1/4 92 7 3/8 117 9 3/6 142 11 3/8 93 7 1/2 118 9 3/8 143 11 1/2 NOTES: 1. EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2. TENDON LENGTHS SHOWN REPRESENT INSIDE OF FORM TO INSIDE OF FORM. BEAM TENDON DRAPE HAS BEEN INCLUDED. 3. TOP TENDONS IN GRADE BEW SUPP=NG SHEAR WALLS WITH HARDWARE SHALL BE OFFSET 4 INCHES FROM BEAM CENTERLINE, FOUNDATION LEGEND 1. SLAB TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE 2. SLAB TENDON DEAD END SHOWN THUS: ®oo�, 3. BEAM TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE T1 37) T2 (37 4. BEAM TENDON DEAD END SHOWN THUS: —�---I (SINGULAR BEAM TENDON IS BOTTOM TENDON) 5• THICKENED SLAB rrr 6. . (2) -#4x6' -O" REENTRANT BAR 7. ZZ111 BRICK LEDGE 8. POUR STRIP GRADE BEAM SCHEDULE MART( SIZE TENDON VERTICAL WIDTH DEPTH TOP BOTTOM SIZE SPACING PI3 M 14" 24"1 2 0 1 2 0 3 48" PB I t a" 24" 1 2� 1 2� 3 48" MARK SIZE REINFORCING VERIICAL WIDTH DEPTH TOP BOTTOM SLZE SPACING RB 14" 24" 2N 5 2ry 5 3 48" 1 16" 14" N/A 2-#5 N/A N/A 1PB - POST TENSIONED BEAM, STIRRUPS ARE SINGLE VERTICALS AND INSTALLED AS STAKES. 2, RB - REINFORCED BEAM, STIRRUPS ARE SINGLE VERTICAL, CLOSED AND INSTALLED AS STAKES, 3, SB - SHOVEL BEAM, MINIMUM DEPTH OF 14" BELOW GRADE, SLAB ON GRADE �I 4" THICK CONCRETE SLAB ON GRADE ON 10 MIL VAPOR BARRIER OVER A PREPARED SUBGRADE THAT EXTENDS 5 FEET OUTSIDE THE SLAB AREA TO A DEPTH IN COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. FIN FLR ELEVATION — RE: CML = REF. 0"41 Dran By JAP 0mckW By DAB AppvmdBy TM F.®.P.E Reg. # 28688 ``tlttl 1 r/; `r a No.64164 )Ming `imo GAMGES FOUNDATION PLAN 48 0 F 49 FDF--] D — M r D — lrl� 1z z 1z z 1 /8"=1'-0" H4 H4 H4 PORTAL FRAME SEE 17/S9-2 - ROOF FRAMING PLAN H4 — H4 i PORTAL FRAME SEE 17/S9-2 10 CAR GARAGE - ROOF FRAMING P LAIN 1/8"=1'J-0" rj&r8 CAR GARAGE ROOF FRAMING PLAN D — � D — 12 2 FRAMING LEGEND DESCRIPTION RT ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE GRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE IOI��I DB6 FB6 H6 3 1/2 x 11 1 4 PSL DB7 FB7 H7 3 1 2 x 14 PSL DB8 FB8 H8 3 1/2 x 16 PSL mai FB9 H9 3 1/2 x 18 PSL DB1O FB10 H10 I�Isq� lid JAI 1111111eI�1 � ■ 1 `G�7 ► ■ ■;�� 01 ■T �;.J S;.J �! y :►J .- �:TJ��rJ�tiliRJ� ;ti �� , .-. �;rJ i:El �:rJi�l� �• ���■it ■ ■ ■ G �_.� ICI � i modo 1� ■ 1�1� 1311m . . s- ■ ae�s�rtir��r;r�sri�r,t_+ NEW1©I �r;��rr�ur;� , , , rs s i9 : s e ,�i �+i� i�"io- s• r r . .: ■- Lem .- .• .• s+�s+�s+is+�s+ s+�r.n� �! �i*� o r ■- Y 1 1 /8"=1'-0" H4 H4 H4 PORTAL FRAME SEE 17/S9-2 - ROOF FRAMING PLAN H4 — H4 i PORTAL FRAME SEE 17/S9-2 10 CAR GARAGE - ROOF FRAMING P LAIN 1/8"=1'J-0" rj&r8 CAR GARAGE ROOF FRAMING PLAN D — � D — 12 2 H4 H4 H4 i 6 CAR GARAGE----- STORAG-E 1/8"-1'-0" PORTAL FRAME SEE 17/S9-2 -ROOF FRAMING PLAN D — 12 E 2 4 CAR GARAGE . ROOF FRAMING PLAN 1/8■ -1'-0" i D FRAMING LEGEND DESCRIPTION RT ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE GRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE IOI��I DB6 FB6 H6 3 1/2 x 11 1 4 PSL DB7 FB7 H7 3 1 2 x 14 PSL DB8 FB8 H8 3 1/2 x 16 PSL mai FB9 H9 3 1/2 x 18 PSL DB1O FB10 H10 I�Isq� JAI � ■ 1 `G�7 ► ■ ■;�� 'yrl �;.J S;.J �! y :►J .- �:TJ��rJ�tiliRJ� ;ti �� , .-. �;rJ i:El �:rJi�l� �• ���■it ■ ■ ■ G �_.� � i modo ■ H4 H4 H4 i 6 CAR GARAGE----- STORAG-E 1/8"-1'-0" PORTAL FRAME SEE 17/S9-2 -ROOF FRAMING PLAN D — 12 E 2 4 CAR GARAGE . ROOF FRAMING PLAN 1/8■ -1'-0" i D FRAMING LEGEND DESCRIPTION RT ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE GRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE IOI��I DB6 FB6 H6 3 1/2 x 11 1 4 PSL DB7 FB7 H7 3 1 2 x 14 PSL DB8 FB8 H8 3 1/2 x 16 PSL D89 FB9 H9 3 1/2 x 18 PSL DB1O FB10 H10 I�Isq� LE11 modo PORTAL FRAME SEE 17/S9-2 k-1 6 CAR GARAGE - VAN - STORAGE - H.C. - ROOF FRAMING PLAN vJ Ilu H14 H4 H4 H4 H4 PORTAL FRAME I SEE 17/S9-2 k-1 il-6 CAR GARAGE - STORAGE - H.C. - ROOF FRAMING- PLAN i /e-1'-0" s ROOF PLAN NOTES 1. DECKING -THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE 2. ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. i3. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW, 4. CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWN ON '> PLAN WITH A CROSS HATCHING, 5. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER, 6. TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS PLACEMENT. I 7. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 18. RIDGE BRACING MARKED THUS -.—=ES== IS REQUIRED WHERE SHOWN ON THE PLAN, f 9. A DRAG TRUSS SHALL BE POSITIONED OVER j EACH INTERIOR SHEARWALL LOCATED a WITHIN PARTYWAI_LS. THE DRAG TRUSS SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN THE LOAD SCHEDULE. 110. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE ROOF SECTIONS. 111. DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24". 112. PLATE HEIGHT MAY VARY FROM COMMON 1 ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. 13. ROOF AREAS MARKED THUS: SHALL BE STICK FRAMED, 14, TRUSS ENDS MARKED THUS: —> INDICATE I POINTS OF BEARING, 115. END WALL BRACING SHOWN THUS: i PROVIDES SUPPORT FOR GABLE TRUSSES. 16. VERTICAL SUPPORT FOR GIRDER TRUSSES 3 SHALL BE 32x4 AT EACH END. ROOF ' MARK `A FRAMING LEGEND DESCRIPTION RT ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE GRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE IOI��I DB6 FB6 H6 3 1/2 x 11 1 4 PSL DB7 FB7 H7 3 1 2 x 14 PSL DB8 FB8 H8 3 1/2 x 16 PSL D89 FB9 H9 3 1/2 x 18 PSL DB1O FB10 H10 I�Isq� H14 H4 H4 H4 H4 PORTAL FRAME I SEE 17/S9-2 k-1 il-6 CAR GARAGE - STORAGE - H.C. - ROOF FRAMING- PLAN i /e-1'-0" s ROOF PLAN NOTES 1. DECKING -THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE 2. ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. i3. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW, 4. CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWN ON '> PLAN WITH A CROSS HATCHING, 5. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER, 6. TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS PLACEMENT. I 7. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 18. RIDGE BRACING MARKED THUS -.—=ES== IS REQUIRED WHERE SHOWN ON THE PLAN, f 9. A DRAG TRUSS SHALL BE POSITIONED OVER j EACH INTERIOR SHEARWALL LOCATED a WITHIN PARTYWAI_LS. THE DRAG TRUSS SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN THE LOAD SCHEDULE. 110. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE ROOF SECTIONS. 111. DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24". 112. PLATE HEIGHT MAY VARY FROM COMMON 1 ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. 13. ROOF AREAS MARKED THUS: SHALL BE STICK FRAMED, 14, TRUSS ENDS MARKED THUS: —> INDICATE I POINTS OF BEARING, 115. END WALL BRACING SHOWN THUS: i PROVIDES SUPPORT FOR GABLE TRUSSES. 16. VERTICAL SUPPORT FOR GIRDER TRUSSES 3 SHALL BE 32x4 AT EACH END. ROOF ' MARK `A FRAMING LEGEND DESCRIPTION RT ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE GRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE HEADERS,m DROP BEAMS - L and FLUSH BEAMS MARK BEAM SIZE DB1 FB1 H1 2-2x6 DB2 F132 H2 2-2x8 D63 F83 H3 2-2x10 DB4 F84 H4 2"2x 12 DB5 FB5 H5 3 1/2 x 9 1/4 PSL DB6 FB6 H6 3 1/2 x 11 1 4 PSL DB7 FB7 H7 3 1 2 x 14 PSL DB8 FB8 H8 3 1/2 x 16 PSL D89 FB9 H9 3 1/2 x 18 PSL DB1O FB10 H10 5 1/4 x 18 PSL a SHEARWALLLEGEND SHEARWALL SHEARWALL 1 1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) A B OF WALL 10 4 SHEATHING TYPE FARSIDE OF WALL N0, OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) TOP OF PLATE LEVEL ELEVATION GARAGE + 9'-1 1/8" EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" Q.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. ry ��p 5 ,Lw�x fi-rMMI. N �a�af J k to i� i q 4 /q y✓... y{ q M gg ,fig , uj n- 0 cl 0 z ui u- Lu cl 0 cr- LJL ISM AND REVISM NO. Deb 07-V-12 DD SET 07-21-12 COORDINATION SET 10-W12 PERMIT SET Projo Nmtw OMM4 Drmm By im Qu*Dd By DAB Appvmd By I RBRE Reg. # 28688 �4�lttt I l « 64164 r a ��• gTAT OF , -44t DmwkV• W GARAGES RWF FRAMING PLAN IN 49 OF 49 Ni o/j, OLDG. TYPE: I ST"cPS 2' AT ALL LOCATION'S (RF.: CIVIL SITEPLAN ) BLDG. TYPE I - SECOND FLOOR FRAMING k FIRST FLOOR BRACING 1/8"=1'-0" FLOOR PLAN NOTES 1, DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 5. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 6, BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION, 7. HANGERS ARE SHOWN THUS: f AND SIZES ARE SHOWN ON CONNECTION SCHEDULE. 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 2-2x4 U.N.O. IN COLUMN SCHEDULF. 9, FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U,N.O.). 10. CORRIDOR TRUSSES ARE 18" (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY. 11, TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS. 12. SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE HEADERS, DROP BEAMS 0 and FLUSH BEAMS MARK BEAM SIZE DBI FB1 H1 � 224 COLUMN SCHEDULE H2 2-2x8 D83 COLUMN MARK H3 2-2x1O DB4 F84 _ 2-2x12 C1 C 3. 3RD 3 1/2 x 9 1/4 PSL - 3-2x4 - 2ND 3 1.2 x 11 1/4 PSL 3-20 3-20 3-20 1 ST 3 1/2 x 14 PSL 4-20 4-20 48 2 BLDG. TYPE I - SECOND FLOOR FRAMING k FIRST FLOOR BRACING 1/8"=1'-0" FLOOR PLAN NOTES 1, DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 5. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 6, BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION, 7. HANGERS ARE SHOWN THUS: f AND SIZES ARE SHOWN ON CONNECTION SCHEDULE. 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 2-2x4 U.N.O. IN COLUMN SCHEDULF. 9, FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U,N.O.). 10. CORRIDOR TRUSSES ARE 18" (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY. 11, TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS. 12. SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE HEADERS, DROP BEAMS 0 and FLUSH BEAMS MARK BEAM SIZE DBI FB1 H1 � 224 DB2 F82 H2 2-2x8 D83 F83 H3 2-2x1O DB4 F84 H4 2-2x12 DB5 F135 H5 3 1/2 x 9 1/4 PSL DB6 F86 H6 3 1.2 x 11 1/4 PSL D87 F87 H7 3 1/2 x 14 PSL 088 F88 H8 3 1/2 x 16 PSL D89 FB9 H9 3 1/2 x 18 PSL D810 FB10 H10 5 1 1A x 18 PSL FLOOR MARK FRAMING LEGEND W DESCRIMION . FT FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER FB FLUSH BEAM DB DROP BEAM CT1 SLOPED T.C. CORRIDOR TRUSS TOP OF PLATE , LEYEI. _ Q ELEVATK)N Q CS18x48 Q CS16x48 Q MSTI36 THIRD MST148 + 31'-4 7/8" SECOND a + 19'-9" FIRST MST60 + 9'-1 1/8" SHEARWALL LEGEND SHEARWALL 1 �1 1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) STRAP LEGEND MAR S ZE Q CS22x40 Q CS20x44 Q CS18x48 Q CS16x48 Q MSTI36 Q MST148 �7 MSP60 a MST48 Q MST60 MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, EXTERIOR SHWHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16° OSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. w ISSUE AND REVISION NO. D* Dndptkm 07-7-12 DD SET 07-21-12 COORDINATION SET 10 12 s M ' ISSUE AND REVISION NO. D* Dndptkm 07-7-12 DD SET 07-21-12 COORDINATION SET 10 12 PERMIT SET LIQ. 6064 "• Ti'1TF OF ,' -441� r� BUILDING TYPE I E. r 7 Q F 49 6 BLDG. TYPE I STEPS � — n�- 2' AT ALL LOCATIONS) (ISE: CIAL `11 PL41 ) InW onnr VV11 1\4V1 RE:S1-2 BLDG. TYPE I - THIRD FLOOR FRAMING & SECOND FLOOR BRACING FLOQR ,.,...PLAN...... NOTES 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE, 2, BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 5. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 6, BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION, 7. HANGERS ARE SHOWN THUS: + AND SIZES ARE SHOWN ON CONNECTION SCHEDULE, 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 22x4 U.N.O. IN COLUMN SCHEDULE, 9, FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U.N.O.). 10. CORRIDOR TRUSSES ARE 18" (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY. 11, TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS, 12. SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE. .,_ HEADERS, DROP -BEAMS and FLUSH BEAMS SAM osz_ F81 Ht 2-26H2 CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 2-2x8 083 F83 H3 2-2x10 DB4 F84 H4 2-2x12 DB5 F85 H5 3 1/2 x 9 1/4 PSL D86 F86 H6 3 1/2 x 11 1/4 PSL 087 F87 H7 3 1/2—x 14 PSL DB8 FB8 H8 3 1/2 x 16 PSL D89 I FB9 H9 3 1/2 x 18 PSL DBt0 FB10 H10 5 1/4 x 18 PSL FLOOR MAiti( FT W FRAMING LEGEND DESCRIFn0N TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER - FB FLUSH BEAM - DB DROP BEAM CT1 SLOPED T.C. CORRIDOR TRUSS TOP OF PLATE LEL CS22x40 ELEVATION CS20x44 Q CS18x48 THIRD CS16x48 + 31'--4 7/8" SECOND Q + 19'-9" FIRST MSTI60 + 9'-1 1/8" SHEARWALL LEGEND SHEARWALL 1 1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARSIDE OF WALL NO, OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) STRAP MARK LEGEND pije SIZE Q CS22x40 CS20x44 Q CS18x48 CS16x48 [� MS"TI36 Q MST148 U7 MSTI60 Q MST48 MST60 MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32" COX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C, AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. rn ti: WN rrrr NO. 07-U-12 DD SEr 07-21-12 COORDINATION SET 10--12 PERMIT SET 11 iiDia � J FLOORBUILDING TYPE I THIRD FRAMING c 11 ._ III''! � • A � . 8 0 F 49 BLDG. TYPE I - ROOF FRAMING & THIRD FLOOR BRACING 1/8"-1'-0" s ROOF PLAN NOTES 11. DECKING THICKNESS AND MATERIAL NOTES I ARE SHOWN IN STRUCTURAL SPECIFICATIONS 1 AND SHALL DE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 12. ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. 13. BACKGROUND OF ARCHITECTURAL LAYOUT 1 AS SHOWN IS FLOOR BELOW. 14. CONVENTIONAL 2x FRAMING AREAS AND/ s OR OVERFRAMED AREAS ARE SHOWN ON r PLAN WITH A CROSS HATCHING. l 5. INSTALLATION OF TRUSSES SHALL BE IN 1 STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 16. TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS PLACEMENT, 17. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE 1 STRUCTURAL DRAWINGS. 18. RIDGE BRACING MARKED THUS, IS REQUIRED WHERE SHOWN ON THE PLAN, 19. A DRAG TRUSS SHALL BE POSITIONED OVER 1 EACH INTERIOR SHEARWALL LOCATED WITHIN PARTYWALLS. THE DRAG TRUSS SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN F THE LOAD SCHEDULE. 110. TYPICAL CONSTRUCTION DETAILS ARE SHOWN 1 ON THE ROOF SECTIONS. 11. DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24". 12. PLATE HEIGHT MAY VARY FROM COMMON r ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS, 113. ROOF AREAS MARKED THUS: 1 SHALL BE STICK FRAMED. 14. TRUSS ENDS MARKED THUS: -> INDICATE POINTS OF BEARING. 115. END WALL BRACING SHOWN THUS: 1 PROVIDES SUPPORT FOR GABLE TRUSSES. 16, VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL BE 3-20 AT EACH END. . LEADERS, DROP BEAM .. s 9 and PLUSH BEAMS MAW I WE COLUMN SCHEDULE IBM RT 2-24 COLUMN MARK F82 H2 CHORD BRACE C3 3RD F63 - 3-20 - 2ND DB4 1 3-20 3-20 320 IST 2-2x12 1 4-20 4-20 4=X8 J2 BLDG. TYPE I - ROOF FRAMING & THIRD FLOOR BRACING 1/8"-1'-0" s ROOF PLAN NOTES 11. DECKING THICKNESS AND MATERIAL NOTES I ARE SHOWN IN STRUCTURAL SPECIFICATIONS 1 AND SHALL DE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 12. ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. 13. BACKGROUND OF ARCHITECTURAL LAYOUT 1 AS SHOWN IS FLOOR BELOW. 14. CONVENTIONAL 2x FRAMING AREAS AND/ s OR OVERFRAMED AREAS ARE SHOWN ON r PLAN WITH A CROSS HATCHING. l 5. INSTALLATION OF TRUSSES SHALL BE IN 1 STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 16. TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS PLACEMENT, 17. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE 1 STRUCTURAL DRAWINGS. 18. RIDGE BRACING MARKED THUS, IS REQUIRED WHERE SHOWN ON THE PLAN, 19. A DRAG TRUSS SHALL BE POSITIONED OVER 1 EACH INTERIOR SHEARWALL LOCATED WITHIN PARTYWALLS. THE DRAG TRUSS SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN F THE LOAD SCHEDULE. 110. TYPICAL CONSTRUCTION DETAILS ARE SHOWN 1 ON THE ROOF SECTIONS. 11. DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24". 12. PLATE HEIGHT MAY VARY FROM COMMON r ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS, 113. ROOF AREAS MARKED THUS: 1 SHALL BE STICK FRAMED. 14. TRUSS ENDS MARKED THUS: -> INDICATE POINTS OF BEARING. 115. END WALL BRACING SHOWN THUS: 1 PROVIDES SUPPORT FOR GABLE TRUSSES. 16, VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL BE 3-20 AT EACH END. . LEADERS, DROP BEAM .. s 9 and PLUSH BEAMS MAW I WE D81 F81 Hi RT 2-24 DB2 F82 H2 CHORD BRACE 2-2x8 DB3 F63 H3 HT 2-2x1O DB4 F84 H4 JACK TRUSS 2-2x12 DB5 F85 H5 3 1/2 x 9 1/4 PSL DB6 FB6 H6 3 172 x 11 1/4 PSL DB7 FB7 H7 3 1/2 x 14 PSL DB8 F88 H8 3 1/2 x 16 PSL DB9 F89 H9 3 1/2 x 18 PSL D810 FB1O H10 5 1 4 x 18 PSL ROOF FRAMING LEGEND —] MARK DESCRIPTIgN RT ROOF TRUSS DT DRAG TRUSS co CHORD BRACE GRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE SHEARWALL LEGEND w� SHEARWALL 1 1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARSIDE OF WALL N0, OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) STRAP LEGEND MARK S 2 Q CS22x40 Q CS20x44 Q CS18x48 O4 CS16x48 Q MSB36 Q MST148 Q MST160 Q MST48 Q MST60 Q MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" Q.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWAL LOCATIONS. r 7-V-12 DID SET 07-21-12 DMINATION SST 0 10-12 PERMIT SET •L70 : F ipm - BUILDING TYPE I 0 9 0 F 49 6� LI 12 HOLDOWN LEGEND MARK SIZE (D STHD 14 LTT1 9 LTT206 HTT4 135'-3" OUT TO OUT SLAB HTT5 HD7B 4#—Ow 15'-6" 10'-104 11'-5" 13'-4" —50 lo' -10" HD90 1 12'-4* 1'7T 12'-4" 1 H012 MM REFER TO STRUCTURAL SCHEDULE SO -2 FOR ANCHOR SIZES 'All x0o F fill co in � 00 41 -co 20 T- 177-7 ol Fi, 70 -..t a-- 777 2 'co 'co 191 XC4 BD z� Ln 1 -0-1 11" B 2 LIN, UL -J 17 IN,- jlk n Ma.w T. on 1"t" , 71- gl- 7K 9' 6 a it Fv 2- A A 2 A jr F ri 2— <: 0, if — �­ 'k C-1 2. 1-FlIc--, ­­- 5 �ARI AL u T ILL. r 00 E D" A2 t 14" ZIA, 9 9 ip jr 14' 91,11 "Al K, r rlA Fl- ..J UA C3 W 2 -j 33 s _9 B 2 Lo to 2 'to co co all co :rjl, Eo [ID G I F I [P 14' 8-5- 1�—( 12'-4" 1'Z!r 12'-4" 8'-5" ILr(I" 15'-6" v 11'-5" 13* -4" 13'-4" 7V 7 7 135-3" OUT TO OUT SLAB BUILDING TYPE 11 SLAB FORMING PLAN1 1,�w_,,�p_ 07-2142 COORDINA110111SET 10-W12 PERMIT SET ADO Nwltw OMW4 DMm E� JAP D*dW By DAB Appvmd By DM F.B.P.E Reg. # 28688 N 64164 ia 4 w `s TAI OF Q N M, BUILDING TYPE 11 SLAB FORMING PLAN ,ddm&, mml� AM& m 10 0 F 49 ADDL #5 0 12" O.C. MID DEPTH OF SLAB BUILDING TYPE 11 - FOUNDATION PLAN 1/80=1,-O" t 2/S8 -I -2A ADDL #5 0 12- O.C. 1..-- 0 01 R, MID DEPTH OF SLAB T85 (16) T86 (16) T87 51) T88 51) T89 (5 1 -*W;- T90 (51) amw- low- amp- somm- -IIS op-- pow- mooft- Now- T91 (51) ' T92 (51) 7W - T93 (51) T94 (51) T95(16) T96 16) am— GRADE BEAM SCHEDULE LENGTH SIZE TENDON VERTICAL MARK ELONGATION LENGTH ELONGATION WIDTH DEPTH TOP BOTTOM SIZE SPACING To P OM PB (E)M 2 0 112 0 14" 24" 1/2"0 1/2-0 3 48' P8 6M 20 1 2j 14- 24' 1 20 #3 48* (IN) SIZE REINFORCING VWWA MARK 62 5 WIDTH DEPTH TOP BOTTOM SIZE SPACING 8 7/8 5 14" 24" 2-#5 48" S I 7F 16" 14" N/A 2-#5 N/A N/A 9 14 7/6 1 PB - POST TENSIONED BEAM, STIRRUPS ARE SINGLE VERTICALS AND INSTALLED AS STAKES. 2. RB - REINFORCED BEAM, STIRRUPS ARE SINGLE VERTICAL, CLOSED AND INSTALLED AS STAKES, 3. SB - SHOVEL BEAM, MINIMUM DEPTH OF 14" BELOW GRADE. SLAB ON GRADE 4" THICK CONCRETE SLAB ON GRADE ON 10 MIL VAPOR BARRIER OVER A PREPARED SUBGRADE THAT EXTENDS 5 FEET OUTSIDE THE SLAB AREA TO A DEPTH IN COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. FIN FLR ELEVATION - RE- CIVIL = REF. + 0'-0" FOUNDATION LEGEND 1. SLAB TENDON LIVE END SHOWN THUS: LENGTH OF TENDON:-:�" TENDON SEQUENCE T3 (14) 2. SLAB TENDON DEAD END SHOWN THUS: ----A 3. BEAM TENDON LIVE END SHOWN THUS; LENGTH OF TENDON ::::�� TENDON SEQUENCE Tl L37) T2 (37) 1111110 4, BEAM TENDON DEAD END SHOWN THUS: � —1 (SINGULAR BEAM TENDON IS BOTTOM TENDON) 5. THICKENED SLAB 6. (2) -#4x6' -O" REENTRANT BAR 7. BRICK LEDGE 8. POUR STRIP TENDON ELONGATION CHART', LENGTH ELONGATION LENGTH ELONGATION LENGTH ELONGATION (FT) (IN) (M (IN) (M (IN) 12 2/3 62 5 112 8 7/8 13 3/4 63 5 113 9 14 7/6 64 5 1/8 114 9 15 1 65 5 1/4 115 9 1/4 16 1 66 5 1/4 116 9 1/4 17 1 1/8 67 5 318 117 9 3/8 18 1 1/4 68 5 3/8 118 9 3/8 19 1 3/8 69 5 1/2 119 9 1/2 20 1 3/8 70 5 1/2 120 9 1/2 21 1 1/2 71 5 5/8 121 9 5/8 22 1 1/2 72 5 3/4 122 9 3/4 23 1 5/8 73 5 7/8 123 9 7/8 24 1 3/4 74 6 124 10 25 1 7/8 75 6 1/8 125 10 26 1 7/8 76 6 1/8 126 10 1/8 27 2 77 6 1/4 127 10 1/8 28 2 1/8 78 6 1/4 128 10 1/4 29 2 1/8 79 6 3/8 129 10 3/8 30 2 1/4 80 6 3/8 130 10 3/8 31 2 3/8 81 6 1/2 131 10 1/2 32 2 3/8 82 6 1/2 132 10 1/2 33 2 1/2 83 6 5/8 133 10 5/8 34 2 5/8 84 6 3/4 134 10 3/4 35 2 5/8 85 6 7/8 135 10 3/4 36 2 3/4 86 6 7/8 136 10 7/8 37 2 7/8 87 7 137 11 38 3 88 7 138 11 39 3 89 7 1/8 139 11 1/8 40 3 1/8 90 7 1/8 140 11 1/8 41 3 1/4 91 7 1/4 141 11 1/4 42 3 1/4 92 7 3/8 142 11 3/8 43 3 3/8 93 7 1/2 143 11 1/2 44 3 1/2 94 7 1/2 144 11 1/2 45 3 1/2 95 7 5/8 145 11 5/8 46 3 5/8 96 7 5/8 146 11 5/8 47 3 3/4 97 7 3/4 147 11 3/4 48 3 3/4 98 7 3/4 148 11 7/8 49 3 7/8 99 7 7/8 149 11 7/8 50 4 100 8 150 12 51 4 101 8 1/8 151 12 52 4 1/8 102 8 1/8 152 12 1/8 53 4 1/8 103 8 1/4 153 12 1/4 54 4 1/4 104 8 1/4 154 12 3/8 55 4 3/8 105 8 3/8 155 12 3/8 56 4 3/8 106 8 3/8 156 12 1/2 57 4 1/2 107 8 1/2 157 12 5/8 58 4 5/8 108 8 5/8 158 12 5/8 59 4 3/4 109 8 3/4 159 12 3/4 60 4 3/4 110 8 3/4 160 12 7/8 61 3 7/8 111 8 7/8 NOTES: 1. EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2. TENDON LWMS SM REPRESENT INSIDE OF FORM TO MOE OF FORE BEAM TENDON DRAPE HAS 80 WWOED. 3. TOP TENDONS IN WA BEAMS SUPPWONG SHEAR WALLS WITH HAWARE %U BE OFFSET 4 INCHES FROM BEAM CENTERLINE. IN- cn � 07-V-12 DD SET 07-21-12 COORDINATION SET 10-012 PERMIT SET P*d Numbw 08014 DmnBy JAP Gockd By DAB AWmd By om F.BRE Reg, # 28688 rr owl N I No� 60 4o STAT V- OF ftft Tw BUILDING TYPE 11 FOUNDATION PLAN 1/8"M1'-0" pill 11 141, IL -GIN [All I I FLOOR PLAN NOTES _--`l 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS. 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH • ERECTION PLANS PROVIDED BY MANUFACTURER. 5, THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 6. BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION, 7. HANGERS ARE SHOWN THUS: JF AND SIZES ARE SHOWN ON CONNECTION SCHEDULE. 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 2-2x4 U.N.O. IN COLUMN SCHEDULE. 9. FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U.N.O.). 10. CORRIDOR TRUSSES ARE 18" (UM.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY. 11, TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS, 12. SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE. HEADERS, DROP BEAMS and FLUSH BEAMS MARK BEAM SIZE D81 FB1 H1 2-26 DB2 FB2 H2 BT 2-2x8 083 F83 H3 PARALLEL STRAND LUMBER 2-200 D84 F84 H4 FB 2-2x12 DB5 F85 H5 3 1/2 x 9 1/4 PSL D86 FB6 H6 3 1/2 x 11 1 4 PSL D87 FB7 H7 3 1/2 x 14 PSL DB8 FB 8 H8 3 1/2 x 16 PSL D89 F89 I H9 3 1/2 x 18 PSL D810 M10 I H10 5 1/4 x 18 PSL I FLOOR MARK __.. ......�, _'__l FRAMING LEGEND m..DESCRIPTION FT FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER FB FLUSH BEAM DB DROP BEAM CT1 SLOPED T.C. CORRIDOR TRUSS TOP OF PLATE 1ARK, _ MAMN Q CS22x40 THIRD + 31 "-4 7/8" SECOND + 19'-9" FIRST + 9'-1 F SHEARWALL LEGEND SHEARWALL 1 1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) STRAP LEGEND ____l 1ARK, SIZE Q CS22x40 CS20x44 Q CS18x48 ® CS16x48 MSTT36 Q MSTI48 Q MST160 ® MST48 - a MST60 MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, EXTERIOR SHEATHING ALL EXTERIOR WAILS TO BE SHEATHED W/ 7/160 OSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. A >, all c, 44 1 " IME 4 441 A d s u 0 O ui U o ui cn CD ca ��ISSUE AND REVISION NO. O. 07-U-12 DD SET 87--21-12 COORDINATION SET 10-&12 PERMIT SET PmjW Neer mm4 Drw By JAP Qo*ad By CNS Appowd By Dm REIRE Reg. # 28688 ,����tttt a tty rr .R N9,64164 k R sTiVE OF i ki zz ti° \1.• M { NI` (fin(/� �W Dmingft BUILDING TYPE 111 SECOND FLOOR FRAMING FIRST FLOOR BRACING PLAN 12 0 F 49 Inm onnr VV RE: k-2 BLDG. TYPE 11 -THIRD FLOOR FRAMING &SECOND FLOOR BRACING 1/8"—l'-0" FLOOR PLAN NOTE= 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: lZ3C3:C3Zl2EZ3= 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 5. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 6, BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION. 7. HANGERS ARE SHOWN THUS: + AND SIZES ARE SHOWN ON CONNECTION SCHEDULE, 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 2-2x4 U.N.O. IN COLUMN SCHEDULE. 9. FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U,N.O,). 10. CORRIDOR TRUSSES ARE 18- (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY. 11. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS, 12, SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE. HEADERS, DROP BEAMS and FLUSH BEAMS �] FRAMING LEGENDMARK DESCRIPTION MARK FLOOR TRUSS BT BEAM SIZE DB1 F131 Hl PARALLEL STRAND LUMBER 224 D82 FB2 H2 FB 2-2x8 D83 FB3 H3 SLOPED T.C. CORRIDOR TRUSS 2-2x10 DB4 FB4--,- H4 2-2x12 DB5 F65 5 NH 3 1/2 x 9 1/4 PSL D86 F86 H6 3 1/2 x 11 1/4 PSL D87 FB7 H7 3 1/2 x 14 PSL 0138 FB8 H8 3 1 2 x 16 PSL D89 F69 H9 3 1/2 x 18 PSL D1310 FBIA FLOOR �] FRAMING LEGENDMARK DESCRIPTION FT FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER FB FLUSH BEAM DB DROP BEAM CT1 SLOPED T.C. CORRIDOR TRUSS TOP OF PLATE MARK ELEVATION CS22x4O THIRD + 31'-4 7/8m SECOND + lg,-g*, FIRST + 9'-1 1/80 SHEARWALL LEGEND SHEARWALL HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) A 6 OF WALL 10 4 SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) STRAP LEGEkb' MARK SIZE CS22x4O CS20x44 Q CS1808 0 CS16x48 0) MST136 MST148 MST160 MST48 MST60 -MST72 CANTILEVER BEAMS SHALL HAVE A STRAP L ON EACH SIDE OF BEAM, EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16' OSB OR 15/32- CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN, SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. -A F-wx r„ I 07-7-12 DDSR 07-21412 COORDINATION SET *012 PERMIT SET � t pw, 077 k"I L, T "N, 7", TOO No, 64164 uj `�TAJ'C- OF 414 R *'*t' AV 01, 13 OF 49 y. r„ I 07-7-12 DDSR 07-21412 COORDINATION SET *012 PERMIT SET � t pw, 077 k"I L, T "N, 7", TOO No, 64164 uj `�TAJ'C- OF 414 R *'*t' AV 01, 13 OF 49 i TI DB'4 I r� i 36 4 H2 H H2 H2 t■t�w,��l�11�1 OB1 MARKSala F81 , H1 lal0 1a1� ,.... ,. 2-2x6 + 31'-4 7/8" SECOND H2 + 19'--9" FIRST X10131 ICI n0 VT ME DB4 FB4 H4 RIDGE BRACE 2-2x12 H2 H2 H2 H2 D — � �s 4 li i ni D13411I mamI- aF A TOP OF PLATE LEVET. ELEVATION OB1 MARKSala F81 , H1 THIRD ,.... ,. 2-2x6 + 31'-4 7/8" SECOND H2 + 19'--9" FIRST DB3 + 9'-1 1/8" BLDG. TYPE II - ROOF FRAMING & THIRD FLOOR BRACING 1/8"-1'-0° ROOF PLAN NOTES I 1 DECKING THICKNESS I INTRUCTURAL NST ARESHOSPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. i 12. ROOF SLOPES VARY AND SHALL BE a VERIFY WITH ARCHITECTURAL ELEVATIONS. a3. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 4. CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWN ON PLAN WITH A CROSS HATCHING. 5. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. `6. TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS PLACEMENT. € 7. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE 1 STRUCTURAL DRAWINGS. 8. RIDGE BRACING MARKED THUS: - SM 8'9 - IS IS REQUIRED WHERE SHOWN ON THE PLAN. s 19. A DRAG TRUSS SHALL BE POSITIONED OVER EACH INTERIOR SHEARWALL LOCATED WITHIN PARTYWALLS. THE DRAG TRUSS SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN THE LOAD SCHEDULE. 10. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE ROOF SECTIONS, 11, DEPTH AND PITCH OF TRUSSES VARIES AND s TYPICAL SPACING IS 24", 12, PLATE HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO 11ARCHITECTURAL ELEVATIONS. 13. ROOF AREAS MARKED THUS: 1 SHALL BE STICK FRAMED. 114, TRUSS ENDS MARKED THUS: —> INDICATE iPOINTS OF BEARING. 15. END WALL BRACING SHOWN THUS: PROVIDES SUPPORT FOR GABLE TRUSSES. 16. VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL BE 3-2x4 AT EACH END. HEADERS, D Ro �M and FLUSH BEAMS OB1 MARKSala F81 , H1 DT ,.... ,. 2-2x6 DB2 F82 H2 GIRDER TRUSS 2-2x8 DB3 F83 H3 VT 2-2x10 DB4 FB4 H4 RIDGE BRACE 2-2x12 085 FB5 H5 3 1/2 x 9 1/4 PSL — D86 F86 H6 3 1/2 x 11.-1/4—PSL D87 F87 H7 3 1/2 x 14 PSL DB8 F138 H8 3 1 2 x 16 PSL D69 FB9 H9 3 1/2 x 18 PSL DB1O FB10 H10 5 1 ---d 4 x 18 PSL I---- ROOF MARK -- FRAMING LEGEND I DESCRPWN RT ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE GRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE -_ SHEARWALL LEGEND SHEARWALL. 1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) A 8 OF WALL 10 4 SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) STRAP LEGEND MARK SIZE Q CS22x4O Q CS20x44 033 CS18x48 4, CS 16x48 Q MST136 Q MSTI48 0 MST160 M - MST48 Q MST60 Q MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16' OSB OR 15/32" COX PLYWOOD SECURED W/ 84 COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS, cr 07-V712 DD SET 07-21-12 COORDINATION SET 1012 PERMIT SET x.74 ♦v'(�;''.w/�{'. - 4' No, 64104 .F " Till BUILDING TYPE III & IA ROOF FRAMING & THEY ROOK BIKING 14 0 F 40 I BUILDING TYPE III @ BLDG. 7 & 12_ - SLAB FORMING PLAN 1/8'=l' -O" HOLDOWN LEGEND MARK SIZE �1 STHO14 Q LTf 19 LTT20B HTT4 Q HTT5 HD7B HOW 12 HD12 MIL'REFER TO STRUCTURAL SCHEDULE S0-2 FOR ANCHOR SIZES 07.2T--12 DD SET 07-21-12 COORDINATION SET 10-12 PERMIT SH ; Rol .7. on; = �i E N,9"- No. yV"allo. 64164 5TATE OF %Al Dmft TW BUILDING TYPE III @ BLDG. 7 & 12 SLAB FORMING PLAN + i BUILDING TYPE III @ BLDG. 2,5 & 6 - SLAB FORMING PLAN 1/84=1'-O• HOLDOWN LEGEND DARK SIZE o STHD14 �2 UP 9 LTT2OH Q HTT4 HTTS (D HD7B (D HD9B 12 HD12 NOTE: REFER TO STRUCTURAL SCHEDULE SO -2 FOR ANCHOR SIZES CF) Lam: 07-U- 12 DD SET 07-21-12 COORDINATION SET 10 12 PERMIT SET Iw,"o, ,, 7 1 j�y�tlt► �r e�` 41/ N Non 64164 :44 STATE OF Draft TW BUILDING TYPE III @ BLDG. 2,5 & 6 SLAB FORMING PLAN �r r 07-U- 12 DD SET 07-21-12 COORDINATION SET 10 12 PERMIT SET Iw,"o, ,, 7 1 j�y�tlt► �r e�` 41/ N Non 64164 :44 STATE OF Draft TW BUILDING TYPE III @ BLDG. 2,5 & 6 SLAB FORMING PLAN T31 (50) LENGTH 1310 (50) LENGTH T29�^ LENGTH T28�(65) (FT) T27� 65) (FT) T26 jCL (FT) TZ5 (65) TnS CJ1 62 T2�4 (62) 112 T2��— 13 T22�(62} 63 721(62`) 113 T2rQ (62) 14 64 T17 (66) T188 (66) 114 T16 (62) 15 T15 65 T144 (62) 115 T13 (62) 16 Ti 2�(62)- 66 Ttt (62} 116 n T10(65) 17 1 1/8 67 rr 19 (65) 117 T8 65) 18 1 1/4 68 76 50) 118 T5 - 19 T4 �(50) 69 \ T3� ) 119 T1 25'-8" EQ. SP. 10'-3" 4 EQ. SP. 13'-4" 5 EQ. SP. 12'-7�" 4 EQ. SP. 12'-7j" EQ, SP. 13'-4" 10'-3" 5 EQ. SP. 4 EQ. S' 25'-8" 9 EQ. SP. J? d ^ ,a �¢ d v� ` r^ IXi CD CK7 00 ca r� n n rte. n n n n ca a ca O •- .- cz) a n C� i`+ n h ft7 to u7 Lo Lo n n n n n .- �""' .__.. •+_.r �...r a ti� .,,_i �r �.....r �._,+ •�.r +....� ._.+ +__.. v../ v .._.. .,.:i �.... ...:� r,./ �✓ '.....+ ti.... e._.+ .,..i �,:,.. .,.:/ .✓ •.._.r ^...... �....�._... .__.. u �'".... cd� fA rn CV M n ch C'7 CN N7 �.C') co t'� CD �!- - r'] CV .- CC) �'• � �' �' � H � tom- � ~ .l..�� ~ � ~ �' �' `�-' ADDL #5 0 12" O.C. MID DEPTH OF SLAB ADDL #5 @ 12" D.C. MID DEPTH OF SLAB BUILDING TYPE III @ BLDG. 7 & 12 - FOUNDATION PLAN ADDL #5 0 12" O.C. MID DEPTH OF SLAB T32 50) T31 50) I -t ® Tom) T29_(50) T28"(6 T27 65) T26 65) 2 ss -1 �►/"' T25 (65) T2�) T23 (62) - T22 62) T211,62) T2) T19 62) Tj 7 66) T18 ..q�,. =16 62) T15 (62) _.. BUILDING Tf4E 62YTTEP i 1 2' A.I. 0=71t." -S, & 6, T1) T1) T1) T9 65) T8 65) T7 65) T6 50) T5 50) 1 P T4 50) T3 Ti 5t FT2 51 BLDG TYKE III I'S"' T LOOR ADDL #5 0 12" O.C. MID DEPTH OF SLAB It 1:t V) GRADE BEAM SCHEDULE MARK SIZE TENDON VOWAL - WIDTH DEPTH TOP BOTTOM ISIZE SPACING [pB 14" 24" 1 2� 1 2� 3 48a 1 14" 1 24" 1 r2'0 1/2*0 J3 48" MARK SIZE REINFORCING VERTICAL _ WIDTH DEPTH TOP BOTTOM SIZE SPACING r 14" 24" 2 5 2- V5 T3 48" lyes 16" 14" N/A 2N#5 1 N/A I N/A 1. PB - POST TENSIONED BEAM, STIRRUPS ARE SINGLE VERTICALS AND INSTALLED AS STAKES. 2. RB - REINFORCED BEAM, STIRRUPS ARE SINGLE VERTICAL, CLOSED AND INSTALLED AS STAKES. 1 SB - SHOVEL BEAM, MINIMUM DEPTH OF 14" BELOW GRADE. 7-------"--- _ � ..- SLAB ON GRAD 4" THICK CONCRETE SLAB ON GRADE ON 10 MIL VAPOR BARRIER OVER A PREPARED SUBGRADE THAT EXTENDS 5 FEET OUTSIDE THE SLAB AREA TO A DEPTH IN COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. FIN FLR ELEVATION - RE: CIVIL = REF. + 0'-0" FOUNDATION 1. SLAB TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE --IN— T3 (14) 2. SLAB TENDON DEAD END SHOWN THUS: 3. BEAM TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE 2 1 37) T2 (37 4. BEAM TENDON DEAD END SHOWN THUS: (SINGULAR BEAM TENDON IS BOTTOM TENDON) 5. - THICKENED SLAB 6. ,�,P(2)-#4x6'-0" REENTRANT BAR 7. BRICK LEDGE 8. POUR STRIP TENDON ELONGATION CHART LENGTH ELONGATION LENGTH ELONGATION LENGTH ELONGATION (FT) (IN) (FT) (IN) (FT) (IN) 12 2/3 62 5 112 8 7/8 13 3/4 63 5 113 9 14 64 5 1/8 114 9 15 1/8 65 5 1/4 115 9 1/4 16 1 66 5 1/4 116 9 1/4 17 1 1/8 67 5 3/8 117 9 3/8 18 1 1/4 68 5 3/8 118 9 3/8 19 1 3/8 69 5 1/2 119 9 1/2 20 1 3/8 70 5 1/2 120 9 1/2 21 1 1/2 71 5 5/8 121 9 5/8 22 1 1/2 72 5 3/4 122 9 3/4 23 1 5/8 73 5 7/8 123 9 7/8 24 1 3/4 74 6 124 10 25 1 7/8 75 6 1/8 125 10 26 1 7/8 76 6 1/8 126 10 1/8 27 2 77 6 1/4 127 10-1/8 28 2 1/8 78 6 1/4 128 10 1/4 29 2 1/8 79 6 3/8 129 10 3/8 30 2 1/4 80 6 3/8 130 10 3/8 31 2 3/8 81 6 1/2 131 10 1/2 32 2 3/8 82 6 1/2 132 10 1/2 33 2 1/2 83 6 5/8 133 10 5/8 34 2 5/8 84 6 3/4 134 10 3/4 35 2 5/8 85 6 7/8 135 10 3/4 36 2 3/4 86 6 7/8 136 10 7/8 37 2 7/8 87 7 137 11 38 3 88 7 138 11 39 3 89 7 1/8 139 11 1/8 40 3 1/8 90 7 1/8 140 11 1/8 41 3 1/4 91 7 1/4 141 11 1/4 42 3 1/4 92 7 3/8 142 11 3/8 43 3 3/8 93 7 1/2 143 11 1/2 44 3 1/2 94 7 1/2 144 11 1/2 45 3 1/2 95 7 5/8 145 11 5/8 46 3 5/8 96 7 5/8 146 11 5/8 47 3 3/4 97 7 3/4 147 11 3/4 48 3 3/4 98 7 3/4 148 11 7/8 49 3 7/8 99 7 7/8 149 11 7/8 50 4 100 8 150 12 51 4 101 8 1/8 151 12 52 4 1/8 102 8 1/8 152 12 1/8 53 4 1/8 103 8 1/4 153 12 1/4 54 4 1/4 104 8 1/4 154 12 3/8 55 4 3/8 105 8 3/8 155 12 3/8 56 4 3/8 106 8 318 156 12 1/2 57 4 1/2 107 8 1/2 157 12 5/8 58 4 5/8 108 8 5/8 158 12 5/8 59 4 3/4 109 8 3/4 159 12 3/4 60 4 3/4 110 8 3/4 160 12 7/8 61 3 7/8 111 8 7/8 NOTES: 1. EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2. TENDON LENGTHS SHOWN REPRESENT INSIDE OF FORM TO INSIDE OF FORM. BEAM TENON DRAPE HAS BEEN INCLUDED. 3, TOP TENDONS IN GRADE BEAMS SOPPORIING SHEAR WALLS WITH HARDWARE SHALL BE OFFSET 4 INCHES FROM BEAM CE141ER ME. 0 07-V-12 DD SET 07-21-12 COORDINATION SET 10-00-12 PERMIT SI? ,��ti1i411 I lrj,. � IN 0'4164 ��TATE OF �t1311t , 1 ;a - R h T15 (50) ELONGATION CHART T14 (50) 1 LENGTH ELONGATION LENGTH T12 130) PB T11 130) PB-r(INT) T10 030) ®1 T9 130)%- MARK TS i 25) 62 T7 125) RB T6 125) SB 1 y°q T5 125) I. PB - POST TENSIONED BEAM, STIRRUPS ARE T4 125) ADDL #5 0 12" Q.C. MID SINGLE VERTICAL, CLOSED AND INSTALLED AS STAKES. DEPTH �OF SLAB Tt 125) T2 125) _. _ -rare-- T1 129) T2129) 114 T3 125) 15 T47125) 65 T5 125) 115 T61 25) 16 T7 125) 66 i97125) 116 T971 —30) 17 T10 130) 67 T11 130) 117 T12 130) 18 T13�(50) 68 T14 (50) � Tis (50) 19 T16 M 50) 69 25'-8" EQ. SP. 10'-3" EQ, SP. n i'] r7 h) r7 M N7 t7 rri t(7 ifs u) LO G,1 N r7 -k u) w n OD rn O .- ADDL #5 0 12" O.C. RB MID DEPTH OF SLAB ADDL #5 0 12" O.C. MID DEPTH OF SLAB 13'-4" 5 EQ, SP. sh �,�7 u7 L i u7 h F`• i ` f� 1� ! " h- LOu7 U) U i tC) u7 r*� r'7;2f I°) N N N r7 t7 e 3 N? r7 tf) ►!? u7 u7 ►'� 17 r� M M r+7 1� �N r+� V CU h OG CJS V i a N r7 ¢ uo cn h OQ 12'-7j" 4 EQ. SP, 12'-7j" 13'-4" 10'-3" 251-8" EQ, SP. 5 EQ. SP, 4 EQ, SP. 9 EQ. SI N r" N LO ADDL #5 0 12" O.C. MID DEPTH OF SLAB ADDL #5 9 12" O.C. MID DEPTH OF SLAB --y s';'r r i rri rr`i r i � `LO~i Ln u) �n LO to r r� n r. r• r- n to ��ryry ul W) d ,��}}- �l u� �n t� M r'i r') r<S t7 N N N N N N N rrf r7 to to tr] �lNh) �) p �y N t���yy7 ��•yyt �(a cL�yyD tCTy� �j C144 N7 �l) CD r OC7 4m N h) + t(1 r q� N 1+ .f tko LQ I �C(1�1 COD N M� i1 ] ;2 Fes- L-- 1�- Fes- !-- Fes^ Fes- f-- F 1--F"�-Imo^ 1� h- r 25'-8" - 10'-3" 13'-4" 121-7j' 12'-7j I . 13'-4" 9 EQ. WILDING I BLDG! 2,5 & 6 1/8"=1'-0' 4 EQ, SP. 5 EQ. SP. - FOUNDATION PLAN 4 EQ. SP. 4 EQ. SP. EQ. SP. EQ. SP, 9 EQ. SP. T68 50) T69 50) pop -T70 50) —Iw�- �-- BUILDING TYPE III 2' A" . (RE: CIVIL PLAN) am- -- 2 SS -1 Now - T70 i T6) T6) 4 n 91 i 4 ro GRADE BEAM SCHEDULE ELONGATION CHART SIZE i�iDON VERTICAL MARK LENGTH ELONGATION LENGTH PACING WIDTH DEPTHTOP BOT_ rOMR-1 PB 14" 24° 1 2 0 1 2 48" PB-r(INT) 14" 24" `I[Tsh 1 2 48" (M SIZE REINFORCING1CAL MARK 2/3 62 WIDTH DEPTH I TOP BOTTOM SIZE SPACING, RB 14" 24" 2- 5 2N 5 3 48" SB 1 y°q 16" 14" N/A 2-#5 N/A N/A I. PB - POST TENSIONED BEAM, STIRRUPS ARE SINGLE VERTICALS AND INSTALLED AS STAKES. 2. RB - REINFORCED BEAM, STIRRUPS ARE SINGLE VERTICAL, CLOSED AND INSTALLED AS STAKES. 3. SB - SHOVEL BEAM, MINIMUM DEPTH OF 14" BELOW GRADE. 7-..�.�...�SLAB ON G RAa E��� 4" THICK CONCRETE SLAB ON GRADE ON 10 MIL VAPOR BARRIER OVER A PREPARED SUBGRADE THAT EXTENDS 5 FEET OUTSIDE THE SLAB AREA TO A DEPTH IN COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS, FlN FLR ELEVATION - RE: CIVIL = REF. + 0'-0" FOUNDATION LEGEND 1. SLAB .TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE T3 (14) 2. SLAB TENDON DEAD END SHOWN THUS: -ate 3. BEAM TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE -. T1 37) T2 (37 4. BEAM TENDON DEAD END SHOWN THUS: (SINGULAR BEAM TENDON IS BOTTOM TENDON) 5• THICKENED SLAB 6. ,���� (2)—#4x6'-0" REENTRANT BAR 7. BRICK LEDGE 8. POUR STRIP TENDON ELONGATION CHART LENGTH ELONGATION LENGTH ELONGATION LENGTH ELONGATION (FT) (IN) (FT) (IN) (M (IN) 12 2/3 62 5 112 8 7/8 13 3/4 63 5 113 9 14 7/8 64 5 1/8 114 9 15 1 65 5,1/4 115 9 1/4 16 1 66 5 1/4 116 9 1/4 17 1 1/8 67 5 3/8 117 9 3/8 18 1 1/4 68 5 3/8 118 9 3/8 19 1 3/8 69 5 1/2 119 9 1/2 20 1 3/8 70 5 1/2 120 9 1/2 21• 1 1/2 71 5 5/8 121 9 5/8 22 1 1/2 72 5 3/4 122 9 3/4 23 1 5/8 73 5 7/8 123 9 7/8 24 1.3/4 74 6 124 10 25 1 7/8 75 6 1/8 125 10 26 1 7/8 76 6 1/8 126 10 1/8 27 2 77 6 1/4 127 10 1/8 28 2 1/8 78 6 1/4 128 10 1/4 29 2 1/8 79 6 3/8 129 10 3/8 30 2 1/4 80 6 3/8 130 10 3/8 31 2 3/8 81 6 1/2 131 10 1/2 32 2 3/8 82 6 1/2 132 10 1/2 33 2 1/2 83 6 5/8 133 10 5/8 34 2 5/8 84 6 3/4 134 10 3/4 35 2 5/8 85 6 7/8 135 103/4 36 2 3/4 86 6 7/8 136 10 7/8 37 2 7/8 87 7 137 11 38 3 88 7 138 11 39 3 89 7 1/8 139 11 1/8 40 3 1/6 90 7 1/8 140 11 1/8 41 3 1/4 91 7 1/4 141 11 1/4 42 3 1/4 92 7 3/8 142 11 3/8 43 3 3/8 93 7 1/2 143 11 1/2 44 3 1/2 94 7 1/2 144 11 1/2 45 3 1/2 95 7 5/8 145 11 5/8 46 3 5/8 96 7 5/8 146 11 5/8 47 3 3/4 97 7 3/4 147 11 3/4 48 3 3/4 98 7 3/4 148 11 7/8 49 3 7/6 99 7 7/8 149 11 7/8 50 4 100 s 150 12 51 4 101 8 1/8 151 12 52 4 1/8 102 8 1/8 152 12 1/8 53 4 1/8 103 8 1/4 153 12 1/4 54 4 1/4 104 8 1/4 154 12 3/8 55 4 3/8 105 8 3/8 155 12 3/8 56 4 3/8 106 8 3/8 156 12 1/2 57 4 1/2 107 8 1/2 157 12 5/8 58 4 5/8 108 8 5/8 158 12 5/8 59 4 3/4 109 8 3/4 159 12 3/4 60 4 3/4 110 8 3/4 160 12 7/8 61 3 7/8 111 8 7/8 NOTES: 1. EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2. TENDON LENGTHS SHOWN REPRESENT INSIDE OF FORM TO INSIDE OF FORM, BEM TENDON DRAPE HAS BEEN INCLUDED, 3. TOP TENDONS IN GRADE BEAMS SUPPORTING SHEAR WAII.S WITH HARDWARE SfW-L BE OFFSET 4 INCHES FROM BEAM CENTERLINE. 07-1=12 DO SET 07-21.12 0WRDINATION STET 1012 PERMIT SET No. 64164 �yj $TaT[.OF , 414 BUILDING TYPE III @ BLDG. 2,5 & 5 FOUNDATION PLAN Lu CL ■ a �- N ___ rM � r �I LL- ui �E ISSUE r REVISION MI. lrtn 1 i YELL!.L. 07-1=12 DO SET 07-21.12 0WRDINATION STET 1012 PERMIT SET No. 64164 �yj $TaT[.OF , 414 BUILDING TYPE III @ BLDG. 2,5 & 5 FOUNDATION PLAN BLDG. TYPE III - SECOND -FLOOR FRAMING & FIRST FLOOR BRACING 1 /8"-1'-0" FLOOR PLAN NOTES -.--- � µ 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 5, THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 6, BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION, 7. HANGERS ARE SHOWN THUS: + AND SIZES ARE SHOWN ON CONNECTION SCHEDULE. 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 2-20 U.N.Q. IN COLUMN SCHEDULE. 9, FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U.N.O.). 10. CORRIDOR TRUSSES ARE 18" (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY, 11, TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS. 12. SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE, HEADERS, DROP BEAMS and FLUSH BEAMS MARK SIZE DB1 F61 H1 2-26 COLUMN SCHEDULE LEVE CT 2-20 COLUMN MARK FB3 H3 C1C2 G3 3RD FB4 - 3-2x4 - 2ND 065 3-20 3-2x4 3-20 1ST 2 x 9 1/4 PSL 4-20 4-20 48 2 BLDG. TYPE III - SECOND -FLOOR FRAMING & FIRST FLOOR BRACING 1 /8"-1'-0" FLOOR PLAN NOTES -.--- � µ 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 5, THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 6, BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION, 7. HANGERS ARE SHOWN THUS: + AND SIZES ARE SHOWN ON CONNECTION SCHEDULE. 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 2-20 U.N.Q. IN COLUMN SCHEDULE. 9, FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U.N.O.). 10. CORRIDOR TRUSSES ARE 18" (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY, 11, TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS. 12. SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE, HEADERS, DROP BEAMS and FLUSH BEAMS MARK SIZE DB1 F61 H1 2-26 062 FB2 H2 CT 2-20 063 FB3 H3 2-2x8 2-2x1O DB4 FB4 H4 DB 2-2x12 065 FB5 H5 3 1 2 x 9 1/4 PSL DB6 F86 H6 3 1/2 x 11 1/4 PSL 067 FB7 H7 3 1/2 x 14 PSL D88 FB8 H8 3 1/2 x 16 PSL DB9 F89 H9 3 1/2 x 18 PSL DB10 FB10 HIO 5 1/4 x 18 PSL FLOOR MARK FT FRAMING LEGEND DESCRIPTION FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER FB FLUSH BEAM DB DROP BEAM CT1 SLOPED T.C. CORRIDOR TRUSS TOP LEVEL OF PLATE ELEVATION K - 0 THIRD + 31'-4 7/8" SECOND CS18x48 + 19'-g" FIRST + 9'-1 1/8" SHEARWALL LEGEND p m --- SHEARWALL 1 (1 1 �J HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) STRAP .....wv._. _� . ....w. LEGEND , .... _� K SIZE 0 CS22x40 CS20x44 Q CS18x48 Q CS16x48 MST136 d MSTI48 MSTI6O Q MST48 Q MST60 ® MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" QSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" Q.C. AT ALL EDGES AND 12" 0.C, AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALI LOCATIONS. r -'s � �� . qqg y� V v"ft l5e 0" r t � E w k f� co aM=Yr�ru2n� Grp; VIP ui 03 UA U CL ® @ 0 ILL ui C/, Fool ISSUE AND REVISION NO, DOW DesWom 07-V-112 DO S' 07--21-12 COORDINATION SET 10-M12 PERIVIrr SET RoJW NUTii Own By JAP ChwW By DAB AppviW By Im F.B.P.E Reg. # 28618 �r No. 64 4 e 4 � • rn 10 IN A\ t I� tii1 DvMng 1`* BUILDING TYPE III SECOND FLOOR FRAMING FIRST FLOOR BRACING PLAN ME 19 0 F 49 I nut onnc —p1vv� RE: -2 BLDG. TYPE III - THIRD FLOOR FRAMING h SECOND FLOOR BRACING 1/8"-1'-0" IR. _,.. FLGGRr4 PLAN NOTES " _. 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2, BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 5. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 6. BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION. 7. HANGERS ARE SHOWN THUS: + AND SIZES ARE SHOWN ON CONNECTION SCHEDULE. 8, VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 2-2x4 U.N.O. IN COLUMN SCHEDULE, 9, FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U.N.O,). 10. CORRIDOR TRUSSES ARE 18" (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY. 11, TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS. 12, SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE, HEADERS, DROP BEAMS s and FLUSH BEAMS ..,,.. oaf r BEAM slzE 61 Hl 2-2x6 D82 F82 H2 2-2x8 D83 FB3 H3 2-2x10 D134 F84 H4 2-2x12 DB5 F85 H6 3 1/2 x 9 174 PSL 086 FB6 H6 3 1/2 x 11 1/4 PSL D87 F87 H7 3 1/2 x 14 PSL 088 F08 H8 3 172 x 16 PSL D89 FB9 H9 3 1/2 x 18 PSL DB10 FB10 H10 5 1 4 x 18 PSL FLOOR MARK FT FRAMING LEGEND �-' DESCRIPTION FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER FB FLUSH BEAM DB DROP BEAM CT1 SLOPED T.C. CORRIDOR TRUSS TOP OF PLATE Lam./ATION SIZE i� CS22x40 THIRD + 31'-4 7/8" SECOND + 19'-9" FIRST + 9'-1 1/8" SHEARWALL LEGEND SHEARWALL 1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) STRAP LEG EN D MARK SIZE i� CS22x40 CS20x44 CS18x48 a CS16x48 - (�5 MSTI36 MST148 (7 MSTI60 Q MST48 Q MST60 G� MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNL.ESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS, jff X31 v Pig UL— "M VN m. Ill I 5"k t /,y oiYy ca F ui LLI ui 0 10L0 I� 0 UA ilu- 0 ISSUE AND REVISION NO. Dole DwWom 01-7-12 DD SU 0721-12 ORDINATION SEr 10-W12 PERMTT SIFT ftjWNumbw 065*14 Dlw 9y JAP cwuipy DAD Appvied By DM F EIRE Reg. # 28888 tri r, E� *� No, 64164 * :. . ku MSE F 1 r 4 1 At Ak 1 t \\ %6-9 BUILDING TYPE III THIRD FLOOR FRAMING & SECOND FLOOR BRACING PLAN 20 0 F 49 M BLDG. TYPE III - ROOF FRAMING & THIRD FLOOR BRACING ROOF PLAN NOTES 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. G 2. ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. 13, BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW, 4. CONVENTIONAL 2x FRAMING AREAS AND/ I OR OVERFRAMED AREAS ARE SHOWN ON PLAN WITH A CROSS HATCHING. 5. INSTALLATION OF TRUSSES SHALL BE IN I STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 6. TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS E PLACEMENT. j7. THE STABILITY OF THE FLOOR IS NOT a ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS, 8. RIDGE BRACING MARKED THUS: = JEM IS REQUIRED WHERE SHOWN ON THE PLAN, 9. A DRAG TRUSS SHALL BE POSITIONED OVER EACH INTERIOR SHEARWALL LOCATED WITHIN PARTYWALLS, THE DRAG TRUSS SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN THE LOAD SCHEDULE. 10. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE ROOF SECTIONS. 11, DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24", 12. PLATE HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. 13. ROOF AREAS MARKED THUS: SHALL BE STICK FRAMED. 14. TRUSS ENDS MARKED THUS: —3 INDICATE POINTS OF BEARING, 15. END WALL BRACING SHOWN THUS: PROVIDES SUPPORT FOR GABLE TRUSSES. 16, VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL BE 3-20 AT EACH END. .....w.w...w.,,.....,...::,,.....W.w..,w„„ HEADERS, DROP BEAMS and FLUSH BEAMS ____,,__] MARK BEAM SIZE D81 FB1 H1 2-2x6 60 FB2 H2 2-2x8 063 FB3 H3 2-2x1O D134 F84 H4 2-2x12 0135 F85 H5 31/2 x 9 1/4 PSL D86 F86 H6 — 3 1/2 x IT 1/4 PS[ D87 F87 H7 3 1/2 x 14 PSL D88 F88 H8 3 1/2 x 16 PSL DB9 I F89 H9 3 172 x 18 PSL DB10 I FB10 H10 5 1 4 x 18 PSL j ROOF MARK RT FRAMING ffidCNb','.-­ DESCRIPTION ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE GRT GIRDER TRUSS CT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE SHEARAff-L—EG–E N --D — SHEARWALL — 1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) STRAP LEGEND _ K SIZE T CS22x4O Q CS20x44 Q3 CS18x48 04 CS16x48 Q MSTT36 6, MS1148 Q MST160 Q MST48 Q MST60 MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16” OSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS, M RIC W 07-I.12 DO 5IET 07-21-12 COORDINATION SET 10-x'12 PERMIT SET � S,� �•� � fir, h1o.. 64164 M ; 4u $-FATE,* OF .M 4t � COLUMNM SCHEDULE COLUMN MARK LEVEL _ C 1 C2 - - _ C3 3RD - 3-2x4 - 2ND 3-20 3-20 3-2x4 1ST 4-2x4 4-20 4x82 BLDG. TYPE III SPLIT - ROOF FRAYING & THIRD FLOOR BRACING 1/8"-l'—o" I1 ROOF PLAN NOTES II 1, DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 12, ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. 13. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 4. CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWN ON PLAN WITH A CROSS HATCHING, 5. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 6, TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS PLACEMENT. 7. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 8. RIDGE BRACING MARKED THUS: IS REQUIRED WHERE SHOWN ON THE PLAN. 9. A DRAG TRUSS SHALL BE POSITIONED OVER EACH INTERIOR SHEARWALL LOCATED WITHIN PARTYWALLS. THE DRAG TRUSS SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN THE LOAD SCHEDULE, 10. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE ROOF SECTIONS. 11, DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24". 12. PLATE HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. 13. ROOF AREAS MARKED THUS: SHALL BE STICK FRAMED. 14. TRUSS ENDS MARKED THUS: -> INDICATE POINTS OF BEARING. 15. END WALL BRACING SHOWN THUS: PROVIDES SUPPORT FOR GABLE TRUSSES. 16. VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL. BE 3-2x4 AT EACH END. HEADERS, DROP BEAMS ~ i 1 and FLUSH BEAMS MARK Bim! SIZE D131 FB1 H1 2-2x6 D82 F132 H2 DT 2-2x8 DB3 FB3 H3 GIRDER TRUSS 2-2x10 D84 FB4 H4 VT 2-2x12 DB5 F85 H5 3 1/2 x 9 1/4 PSL DB6 FB6 H6 3 J72 x 11 1/4 PSL DB7 FB7 H7 3 1/2 x 14 PSL DOB FB8 H8 3 1/2 x 16 PSL 009 F89 H9 3 1/2 x 18 PSL 2B10 FB10 H10 5 1 4 x 18 PSL ROOF MARK FRAMING LEGEND __] DESCRIPTION RT ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE GRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE SHEARWALL LEGEND SHEARWALL 1 �1 1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) 1 STRAP LEGEND MARK SIZE Q1 CS22x40 CS20x44 Q CS18x48 Q CS16x48 MST136 06 MST148 0 MST160 Q MST48 Q MST60 © MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" Q.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. 7 ;i -61 Wl 07-27'-12 DO SET 07-21-12 COORDINATION SET 10-&12 PERMIT SET ; No. 64164 r f41 +'+p� x,5''1 •.....,... ,�� `�ti1' 0 BUILDING TYPE III SPLIT ROOF FRAMING & '1 22 0 F 49 126'-7" OUT TO OUT SLAB 13'-4" 12'-4" 11'-5" 13'-4" 19'-1" 13'-4" 11'-5" 12'-4" 13'-4" '-8 8'-3" 1 6" 8"-5" 1:7-E," t2r-4n 1r » 1 " 12'-4" 1 6" 8'-5" 1' " 8'-3" 4'-1n r 1.0 J�n.,+,..,,.,e m ci j� I A A 3 3 " �� g� 3 3 iy s— „1 e— �: m �'�� � .-- ■ y W lsl vrr A a r i, in �„� � .,,,� to a � �► � cn .,, � cn131 1 . � y_ Ell] TViso r n .MMGG r n ,�.3 "5 y”} rYu » r " G 2 4 —1 9 9 Q 14 ;:r-. 9' 9 4 1,71 A g r- 2 Z `� n r i � w C w r /x y p:r'.y 4—� :.&"-� � abS K �a.:� � �Ivvuvru,ieva.�4 ara,.,x[, T 5 s C� � wr wa[w ., g y w„� �.«.w..�,.�.:. �.-:»� ."..' y ,� Ya:w✓^�.,,...�,�:'�tirsswwuwswr,.,..d �"'. t k , Ln "A P m FJg i 5Y v i ,�:.«,w.. ,�«..»..,,>,:�,re,:w,�.�uw�.a:9w.;.�:«».a.,,ww,.w��.,«««�..��a..«..m«w.�»wwQ.«.,.«�«. - .w.,tia-ww,w,,, ..w„:«..w•,«,.,«.oa,N... ,.�..�..�,,.. F=jl`" ; a"'x:::�?�A'z,u q tea• - -7 - '�. ' .�w �.�`�w?n,6?�L�" "� � wy+'l.u%,w« I CD us � g. ,,. ......, a ✓�opil�; s IO a; sr 1 t w �r 1 ...:.,,- ,. ;� —.a �,.,�. �.".._,� � � � .�•��....,,...:,,.., a�� .0,31 �..... - a$ avwyuvr�� A2 ' r,,, 9' p" �_., a,,,: g' O" 9'—" 4'-1" 2 fives y, w. . ..::.l s k a yg w " A m✓ ,_�� �.. W A W w. m B A .,...,,. ;q ; .— ci 1 J I a r 'I A co v> t/) PU 3 (/7 to °° 0 cn ,)_ is EJ ri E0 LO 4'—I v 1" 8'-3" 1 " 8'-5" 1 " 12'-4" 1 " 1 " 12'-4" 1 " 8'-8" 1 " 8'-3" 4"-1" 1'-4" '-8 13'-4" 12'-4" 11'-5" 13'-4" 19'—i" 13'-4" 11'-5" 12'-4" 13'-4" '-8 126'-7" OUT TO OUT SLAB 1 BUILDING TYPL IV SLAB FORMING PLAN i 1'�n�1r nn WOLDOWN LEGEND MARK SIZE s[zE �1 STHD14 �2 LTT19 LTT2O6 HT'T4 HTTS HD76 �9 HD96 12 HD12 KITE: REFER TO STRUCTURAL SCHEDULE 50-2 FOR ANCHOR SIZES IMS LL, 0 07-V-12 D sir ®07-21-12 COORDINATION SET 10-12 PERMIT E 126'-7" OUT TO OUT SLAB 13'-4" 12'-4" 11'-5" 13'-4" 19'-1" 13'-4" 11'-5" 12'-4" 13'-4" '-8 8'-3" 1 6" 8"-5" 1:7-E," t2r-4n 1r » 1 " 12'-4" 1 6" 8'-5" 1' " 8'-3" 4'-1n r 1.0 J�n.,+,..,,.,e m ci j� I A A 3 3 " �� g� 3 3 iy s— „1 e— �: m �'�� � .-- ■ y W lsl vrr A a r i, in �„� � .,,,� to a � �► � cn .,, � cn131 1 . � y_ Ell] TViso r n .MMGG r n ,�.3 "5 y”} rYu » r " G 2 4 —1 9 9 Q 14 ;:r-. 9' 9 4 1,71 A g r- 2 Z `� n r i � w C w r /x y p:r'.y 4—� :.&"-� � abS K �a.:� � �Ivvuvru,ieva.�4 ara,.,x[, T 5 s C� � wr wa[w ., g y w„� �.«.w..�,.�.:. �.-:»� ."..' y ,� Ya:w✓^�.,,...�,�:'�tirsswwuwswr,.,..d �"'. t k , Ln "A P m FJg i 5Y v i ,�:.«,w.. ,�«..»..,,>,:�,re,:w,�.�uw�.a:9w.;.�:«».a.,,ww,.w��.,«««�..��a..«..m«w.�»wwQ.«.,.«�«. - .w.,tia-ww,w,,, ..w„:«..w•,«,.,«.oa,N... ,.�..�..�,,.. F=jl`" ; a"'x:::�?�A'z,u q tea• - -7 - '�. ' .�w �.�`�w?n,6?�L�" "� � wy+'l.u%,w« I CD us � g. ,,. ......, a ✓�opil�; s IO a; sr 1 t w �r 1 ...:.,,- ,. ;� —.a �,.,�. �.".._,� � � � .�•��....,,...:,,.., a�� .0,31 �..... - a$ avwyuvr�� A2 ' r,,, 9' p" �_., a,,,: g' O" 9'—" 4'-1" 2 fives y, w. . ..::.l s k a yg w " A m✓ ,_�� �.. W A W w. m B A .,...,,. ;q ; .— ci 1 J I a r 'I A co v> t/) PU 3 (/7 to °° 0 cn ,)_ is EJ ri E0 LO 4'—I v 1" 8'-3" 1 " 8'-5" 1 " 12'-4" 1 " 1 " 12'-4" 1 " 8'-8" 1 " 8'-3" 4"-1" 1'-4" '-8 13'-4" 12'-4" 11'-5" 13'-4" 19'—i" 13'-4" 11'-5" 12'-4" 13'-4" '-8 126'-7" OUT TO OUT SLAB 1 BUILDING TYPL IV SLAB FORMING PLAN i 1'�n�1r nn WOLDOWN LEGEND MARK SIZE s[zE �1 STHD14 �2 LTT19 LTT2O6 HT'T4 HTTS HD76 �9 HD96 12 HD12 KITE: REFER TO STRUCTURAL SCHEDULE 50-2 FOR ANCHOR SIZES IMS LL, 0 07-V-12 D sir ®07-21-12 COORDINATION SET 10-12 PERMIT E w it r - • �. SST Projed NwTi* 0d>w14 ao*w By DAB AppDvW By DM F,B,P.No 064 OF OW E Rte. # 2668 !lI H1Mng T1\#V . BUILDING TYPE IV SLAB FORAm MING PLAN 23 OF 49 M. m v T30 (50) ELONGATION CHART'' T29�(50) MARK T28(50) ELONGATION 12Z41 11) (IN) T26 125) P® T25 125) 2 S - 12441 2 1) 2/3 T23 120) MARK_ T22 120) 8 7/8 T21 120) RB T2!01 2 0) SB T19 120) ADDL #5 0 12" O.C. MID T18120) DEPTH OF SLAB SINGLE VERTICALS AND INSTALLED AS STAKES. 2. RB -- REINFORCED BEAM, STIRRUPS ARE Tl6 124) Til 124) 3. SB - SHOVEL BEAM, MINIMUM DEPTH OF T15 120) 15 T14 120) 65 T13 120) 115 T12 120) 16 T11 120) 66 T10 120) 116 T9 125) 17 U21) 67 T7 125) ` T6 125) 18 T5 (50) 68 14 118 13 (50) 19 _ T2 (50) TT75 69 BUILDING TYPE IV 1/8"=1'-0q r 251-810 9 EQ, SP. 10'-3" 13'-4" 10'-1i" .11 10'-T 13'-4" 10'-3" 4 EQ. SP, 5 EQ. SP, 3 EQ. SP, 1 3 EQ. SP. 5 EQ, SP. 4 EQ. SP. 1-8q 9 EQ. SP. n C) CD CDr^^-. +^-. r^ti ,.-¢-�, r^ti .^.. r^.... +^�..: .rte. rw.. Q O i o) �.... �.,..... .,,^.. r.... .,,,,. +..-.. �.... .�,�. �._... ._... ..r �,.-� ..�. '�.� 'w+ �.�.. ..r"'.s � i �:, .��• �: �.,�+ :ter � is - i 12 4 to 1=' ,r1.0 R! `N r� c!) N r d to to n10 I -- ADDL #5 0 12" O.C. MID DEPTH OF SLAB ADDL #5 0 12" O.C. MID DEPTH OF SLAB - FOUNDATION PLAN ADDL #5 0 12" Q.C. MID DEPTH OF SLAB ADDL #5 0 12" O.C. MID DEPTH OF SLAB T81 50) T82150) T83 50) pool ---mow T8) T85 50) T8) T87 50) T8$ 7 56) T-Y1---'Iv 1ST F l_C)OR 4v GRADE BEAM SCHEDULE ELONGATION CHART'' SIZE TENDON VERTICAL MARK LENGTH ELONGATION LENGTH ELONGATION (FT) (IN) WMI DEPiIi TOP BOT> OM SIZEPACING P® 14" 24" 1 2 1 2 48" PD I 14" 24" 1 2 0 1 2 048" 2/3 SIZE REINFORCING VERTICAL MARK_ 112 8 7/8 WIDTH DEPTH TOP BOTTOM SIZE SPACING RB 14" 24" 2N 5 72Nf5 3 48" SB 16" 14" N/A 2-#5 N/A N/A 9 I. PB - POST TENSIONED BEAM, STIRRUPS ARE SINGLE VERTICALS AND INSTALLED AS STAKES. 2. RB -- REINFORCED BEAM, STIRRUPS ARE SINGLE VERTICAL, CLOSED AND INSTALLED AS STAKES. 3. SB - SHOVEL BEAM, MINIMUM DEPTH OF 14" BELOW GRADE. SLAB ON GRADE 4" THICK CONCRETE SLAB ON GRADE ON 10 MIL VAPOR BARRIER OVER A PREPARED SUBGRADE THAT EXTENDS 5 FEET OUTSIDE THE SLAB AREA TO A DEPTH IN COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS, FlN FLR ELEVATION - RE: CIVIL = REF. + 0' -0 - FOUNDATION LEGEND '-0" FOUNDATIONLEGEND 1. SLAB TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE — - ® T3 (14) 2. SLAB TENDON DEAD END SHOWN THUS: o ---i 3. BEAM TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE T1 37) T2 (37 4. BEAM TENDON DEAD END SHOWN THUS: ---I (SINGULAR BEAM TENDON IS BOTTOM TENDON) 5. THICKENED SLAB 6. , ;�'(2)-#4x6'-0" REENTRANT BAR 7, BRICK LEDGE 8. POUR STRIP TENDON ELONGATION CHART'' LENGTH ELONGATION LENGTH ELONGATION LENGTH ELONGATION (FT) (IN) (IT) (IN) (FT) (IN) 12 2/3 62 5 112 8 7/8 13 3/4 63 5 113 9 14 7/8 64 5 1/8 114 9 15 1 65 5 1/4 115 9 1/4 16 1 66 5 1/4 116 9 1/4 17 1 1/8 67 5 3/8 117 9 3/8 18 1 1/4 68 5 3/8 118 9 3/8 19 1 3/8 69 5 1/2 119 9 1/2 20 1 3/8 70 5 1/2 120 9 1/2 21 1 1/2 71 5 5/8 121 9 5/8 22 1 1/2 72 5 3/4 122 9 3/4 23 1 5/8 73 5 7/8 123 9 7/8 24 1 3/4 74 6 124 10 25 1 7/8 75 6 1/8 125 10 26 1 7/8 76 6 1/8 126 10 1/8 27 2 77 6 1/4 127 10 1/8 28 2 1/8 78 6 1/4 128 10 1/4 29 2 1/8 79 6 3/8 129 10 3/8 30 2 1/4 80 6 3/8 130 10 3/8 31 2 3/8 81 6 1/2 131 10 1/2 32 2 3/8 82 6 1/2 132 10 1/2 33 2 1/2 83 6 5/8 133 10 5/8 34 2 5/8 84 6 3/4 134 10 3/4 35 2 5/8 85 6 7/8 135 10 3/4 36 2 3/4 86 6 7/8 136 10 7/8 37 2 7/8 87 7 137 11 38 3 88 7 138 11 39 3 89 7 1/8 139 11 1/8 40 3 1/8 90 7 1/8 140 11 1/8 41 3 1/4 91 7 1/4 141 11 1/4 42 3 1/4 92 7 3/8 142 11 3/8 43 3 3/8 93 7 1/2 143 11 1/2 44 3 1/2 94 7 1/2 144 11 1/2 45 3 1/2 95 7 5/8 145 11 5/8 46 3 5/8 96 7 5/8 146 11 5/8 47 3 3/4 97 7 3/4 147 11 3/4 48 3 3/4 98 7 3/4 148 11 7/8 49 3 7/8 99 7 7/8 149 11 7/8 50 4 100 8 150 12 51 4 101 8 1/8 151 12 52 4 1/8 102 8 1/8 152 12 1/8 53 4 1/8 103 8 1/4 153 12 1/4 54 4 1/4 104 8 1/4 154 12 3/8 55 4 3/8 105 8 3/8 155 12 3/8 56 4 3/8 106 8 3/8 156 12 1/2 57 4 1/2 107 8 1/2 157 12 5/8 58 4 5/8 108 8 5/8 158 12 5/8 59 4 3/4 109 8 3/4 159 12 3/4 60 4 3/4 110 8 3/4 160 12 7/8 61 3 7/8 111 8 7/8 NOTES: 1. EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2. TENDON LENGTHS SHOWN REPRESENT INSIDE OF FORM TO M OE OF FORM. BEAM TENDON DRAPE HAS BEEN INCLUDED, 3, TOP TENDONS IN BADE BENS SUPPOR`nNG SHEAR WALLS WITH HARDWARE SHALT_ BE OFFSET 4 INM FROM BEAM CENTERLINE, 3 LI: I- 07-27-12 DD Ski 07-21-12 COORDINATION SET 10.09-12 PERMIT SET Y {11( i No 64164 .� �M .+�. P1"jW 1 w 1; = "'1 sTAI'C OF ORM ngTb BUILDING TYPE IV FOUNDATION PLAN I BLDG. TYPE IV - SECOND FLOOR FRAMING & FIRST FLOOR BRACING 1/8"=1'—O" FLOUR PLAN NOTES 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE, 2. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 5. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 6. BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION. 7. HANGERS ARE SHOWN THUS: + AND SIZES ARE SHOWN ON CONNECTION SCHEDULE. 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 2-20 U.N,O, IN COLUMN SCHEDULE, 9. FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U,N,O.). 10. CORRIDOR TRUSSES ARE 18" (U.N,O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY. 11, TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS. 12. SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE. s HEADERS, DROP BEAMS and FLUSH BEAMS MARK BEAM SIZE DB1 FB1 H1 2-24 DB2 F82 H2 2-2x8 D83 F83 H3 2-2x10 DB4 F84 H4 2-2x12 D85 I FB5 H5 3 1/2 x 9 D86 FB6 H6 E11/4PSL 3 1 2x 11L DB7 FB7 H7 3 1/2 x 14 PSL D88 FB8 H8 3 1/2 x 16 PSL DB9 FB9 H9 3 1/2 x 18 PSL DB10 I FB10 H10 5 1/4 x 18 PSL FLOUR MARK FRAMING LEGEND �noN FT FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER FB FLUSH BEAM DB DROP BEAM CTi SLOPED T.C, CORRIDOR TRUSS SHEARWALL LEGEND SHEARWALL 1 �1 1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) .__ . _... STRAP "LEGEND --' MARK SIZE i CS22x40 CS2Ox44 Q CS18x48 Q CS16x48 T M036 Q MSTI46 Q MSTI6O Q MST48 Q - MST60 - MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32° COX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" Q.C. AT EACH INTERMEDIATE SND, UNLESS NOTED OTHERWISE IN PLAN, SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS, c li ; 07-27-12 DD SET 07-21-12 COORDINATION SET IIW12 PERMIT SET 775 o o: owl I E A► 's�^ NQ,. 64104 STATE UIQ « \�1� mftTb BUILDING TYPE IV P I 25 0 F 49 ■ _r- 07-27-12 DD SET 07-21-12 COORDINATION SET IIW12 PERMIT SET 775 o o: owl I E A► 's�^ NQ,. 64104 STATE UIQ « \�1� mftTb BUILDING TYPE IV P I 25 0 F 49 TQ �Y1/ 1\NMI RE:S4-2 BLDG. TYPE IV - THIRD FLOOR FRAMING & SECOND FLOOR BRACING 1/8"=1'-O" FLOOR PLAN NOTES I . DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 5. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 6, BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION, 7. HANGERS ARE SHOWN THUS: + AND SIZES ARE SHOWN ON CONNECTION SCHEDULE, 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 2-2x4 U.N.O. IN COLUMN SCHEDULE. 9. FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U.N.O.). 10. CORRIDOR TRUSSES ARE 18" (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY. 11, TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS. 12. SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE. HEADERS, DROP BEAMS and FLUSH BEAMS MARK BEAM SIZE DB1 FBI H1 2-24 D132 F82 H2 CT 22x8 DB3 FB3 H3 2-2x8 2-2x10 084 F134 H4 DB 2-2x12 085 1 F135 H5 3 1/2 x 9 1/4 PSL DB6 I F86 H6 3 1/2 x 11 174 PSL D87 FB7 H7 3 1/2 x 14 PSL D88 F88 H8 3 1/2 x 16 PSL DB9 F89 H9 3 1/2 x 18 PSL DB10 FB10 HIO 1 5 1/4 x 18 PSL FLOOR MARK ' ` FT FRAMING LEGEND DESCRIMIN FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER FB FLUSH BEAM DB DROP BEAM CTI SLOPED T.C. CORRIDOR TRUSS TOP OF PLATE Lam, ELVATION Q CS22x40 THIRD + 31'-4 7/8" SECOND + 19'-9" FIRST + 9'-1 1/8" SHEARWALL Lff—EW--- SHEARWALL 1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) STRAP LEGEND MARK E Q CS22x40 CS20x44 3, CS 18x48 CS16x48 (a MSTI36 Q MST148 MSTI60 MST48 MST60 MST72 CANTILEVER BEAMS SHALL HAVE A STRAP _ ON EACH SIDE OF BEAM. EXTERIOR SHEATHING ALL EXTERIOR WAILS TO BE SHEATHED W/ 7/16" OSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" Q.C. AT ALL EDGES AND 12" Q.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. N gl ogeg X� l�p axf fe wu , , �'�✓ W, RA "'NECIA` "'i MKIN co ui 0 0 C) LTJ Lu uo 0W 0 UL Eluoui �i a cr) cl) 0 ISSUE AND REVISION NO. D* pn2q�m 07-7-12 DD SET 07-21-12 ORDINATION SET 10-&12 PERMIT moi` ftqJW Number Dawn By jw chxkw By TTA AppvM SY DM FRRE Reg. # 26688 4�t,ttu � eer rr ,* No. 64164 .-� rNC�tf 4Y... R ......�s �r rr rr�a x0N A\�tlll`\ �` too 40 Draft 1* BUILDING TYPE IV THIRD FLOOR FRAMING & SECOND FLOOR BRACING 26 0F 49 I-11111TWITI A -m 1/8"-1'—O" .._.�.�� ROOF PLAN NOTES i 11, DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE, 12. ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. 13. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 14, CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWN ON PLAN WITH A CROSS HATCHING. 5, INSTALLATION OF TRUSSES SHALL BE IN i STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 6, TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS £ PLACEMENT. 17. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 18. RIDGE BRACING MARKED THUS:.'.0 SEM I'm— IS IS REQUIRED WHERE SHOWN ON THE PLAN. 19. A DRAG TRUSS SHALL BE POSITIONED OVER ' EACH INTERIOR SHEARWALL LOCATED WITHIN PARTYWALLS. THE DRAG TRUSS I SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN THE LOAD SCHEDULE, 10. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE ROOF SECTIONS. 11. DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24", 112. PLATE HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. 1.3. ROOF AREAS MARKED THUS: SHALT. BE STICK FRAMED, 14. TRUSS ENDS MARKED THUS: 3 INDICATE POINTS OF BEARING. 115, END WALL BRACING SHOWN THUS: PROVIDES SUPPORT FOR GABLE TRUSSES. 16, VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL BE 3-2x4 AT EACH END. HEADERS, DROP�BEAMS I and PLUSH BEAMS I DBI MARK FB1 H1 wm SIZE ... 2-2x6 DB2 F82 H2 2-2x8 DB3 F63 H3 2-2x1O D84 I FB4 H4 2-2x12 DB5 F85 H5 3 1/2 x 9 1/4 PSL OB6 FB6 H6 3 172 x 11 174 PSL D87 FB7 H7 3 112 x 14 PSL 068 FB8 H8 3 1/2 x 16 PSL DB9 F89 H9 3 142 x 18 PSL D810 F810 H10 5 1/4 x 18 PSL ROOF FRAMING LEGEND MARK DE SCRIFOON RT ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE GRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE SHEARWALL LEGEND SHEARWALL 1 (D HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARSIDE OF WALT_ NO, OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) STRAP LEGEND MARK SIZE Q CS22x40 CS20x44 CS18x48 CS16x48 MST136 Q MS1148 Q MSTI6O Q MST48 (9 MST60 MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32" COX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. d >� .f f m�"'�✓a tl��$n,���"'�,fe�J dh'M"�' ��J'�lpp r� �' Pr��t'rb a� GJ r 3 ��r ••••,•fit � ;��;a r i H'a m.1N'k sr" n m9j` N"✓ v "y al �r ,' . xt(g fi 0) u- K� p , , � x Hlti xl sp a ., All REM 11 N ga%t.r-cJ�� n �Mu� sms C� rN'➢k J ,Pkm9 s OFdx�,�b �, nj ti i T lq��y�4�G on two ui 93 ZE n- 0 LLQ mi AdowAlk,ILS. IIS cl 0 w al LJL Lu �E 0 ISSUE AND REVISION NO. 0747-12 DOM 07-21-12 COORDINATION SET 10.08.12 PERM SET Proje Drl By ,IAP Qo*,ed By DM Appvmd BY Im P.R.P.E Reg, # 28M o wl, i err { No 64164 lJ �" Droft Tb BUILDING TYPE IV ROOF FRAMING & THIRD FLOOR BRACING PLAN 27 0 F 49 HOLD�WN LEGEND , I MARK SIZE STH()14 LTT1�J LTT20Br (� HTT4 5 HTT5 HDIk3 >� FIG9Ej � H01'L NOTE: REFER TO STRUCTURAL SCHEDULE S0-? 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T1$ 113 r I I I ,:I :: --- I. ..- I � X I p m-- i - r r- i \ O I . ..... I ...A^ ) T I I � T i f i 1 I ( l f i ,I 1 , , 16 1 1 i .. �.• T 13 T 7 113 L _ w a t r:wM- a s — � a I� �, r T15 113 c� ` ! ..) , ( U01111—I,_ X i� z- . _ _ \I- J _I �;, j I ,I I t. I w r- sta i I I 1. I11 1 I -I 14 1 9: T 13 -94 �_ m I I - i I - i Ia,l I 1��,� �. ? �.w;t' _ - -- - E 1 rx; w- .�, 1; i I 1 I I '3 'I R T13 113 1III' �i s- '`K r t _ i -- I I 11 I ! I � �I I T12 113} - - ;I _ _ .�!_ ..� � ( -` ; 11 -� ; { Tl l (1 13) I I I E I t� r; r ! '-f T1 �, _4 ! i I T1O (1 12) _ III J I ! I 1 - I - .�-- _ _ _ i -i �_ _ _ I —� —,— ... 4 _�—I___—I —1 �\ 1 I I i i � i I f IT9 112} !I ! _I I _I i _liI'll I— I,I _ II—_ —I— .� 7 T8 (112) _1778--i I !­', I I I I I I I Ii ;I + 411 I / -1 T7 (112 Ld M � i I I ( I I. !T ' �L . -I� . -I� Y I\ ! \ o� ��y�X�� "'Y" a i . Xx] T6 115) _ ► _ i . i_ _ ! ! _ �3Ai:-� - -+---11 i ' _ _ _ - Y -— •..:. .... —w. .. I ! I i r I. 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I" f I > --t 1 ,,.7 +, { X : / - -.- . 4 -I r --i -f X _ _ - I - I r ./ "� I,,! i i 1rx1 f I� X rC.'l ,Ii ;rte I� r- -- , 1 \ d I 1 � I 1 C E/ I; 1 0 \ r •,j, f f : C \ d I 1 I I I 1 1 I1. I i ♦ — E —i : •w I I I ,.:. 1 , I I it � 1. W:>., I ., mss{ li / \ I., i �.. : L -4 , C / v >—. � �. 1` a •r S I i ." ; ,:.t I � ��+-,.,.„ 1 � I :I R '-I _ _1 - - I _ _ __ _I_. J / -_ -� ___-_ \ 1- ;------ B —1,-1_ _.� RB I,;� -I - ,1 I t ! I\ T I 1/ i m m I_ �'� i � � , - - _ _ ;i- � -i/ i-< 1 \ ! � i 1' - r .l / !- I - t T4 58 _ I I�A - - I - ill,., I / \ t'" I �— I J m I I I I I ----i �,( ) 1ATF 1 � � -l:.x� _L _ 1__ a _ _ - �. / E I ! I 1 I'll 11 ., 1 T1 22 T2 59 L_ _ A t � �- UD , ( ) ( ) r � i7 t0) - `� 11 I Ca ,.,) s - ­[] I 71"-, I J ­ ­_�� L -11 ! � I fS � 2 S8-1 00 a -__ , r .r Cn 1/S8-2 m ADDL #5 0 12" O.C. MID DEPTH OF SLAB I I i ��I �xiL- `� � - �'�- H JI T145 (31 4.X X�IIL\ I .. - I1,.:1--1 -1 _�_- TIT - - - - - , I �, ", �.... - �/ .- , 1= t V_ _c I I F_ 1! 1 v� I "t�'L __ - n I— I - I- _= 2 4x6 -0 0 ,��7__ - -,I - ►- i _ ,' # _ - - r MID DEPTH $ _ '- r' "" i S8-2 OF SLAB, (TYP) /`. T i-�,1 = - 1 I M llq%% " 1 58-2 m 1-r i — _F__ ! �- I r-• • - i- i Via.. = _ �® 8- A .- - i — r - ;- -{ I; - ;- ! IIID — r --1 ! I — ; — -I- -1 ! 4: 1. ADDL #5 0 12 O.C. P I - R MID DEPTH OF SLAB R t T�u t t II, 1,�_ ...,0 BUILDING TYPE V @ BLDG. 9 - FOUNDATION PLAN 1/8»=1,_011 T146 (31) T14- '( 1) u� I- ­ ,-I,,, i ul , - r1i r -J I �'J e 2-#4x6'-0" 0 CJ MID DEPTH OF SLAB, (TYP) 2 � 1 T118 67 I O - +_ I — � I I X I f J L!�. / /I'/If -' T11�4) �/ i -' -I I I I I I --I // - I I mi. _ i I I _ !-I T120 (64) I 1 58-1 � I I II I T_I I__ I I �_ �,-,L I _ I � T121 (64) —I[ i I i I I I �- _ _I - - 1 I, "1 I ' I f i I T122 (64) �_ _ 4 i - — I II'll j" 1 _I 11 Irl !--I- Yi 1- - i I r 11 3 (5 ) ,. -., _ E .� I _ 1 1 r f co _._,F-...,w..,,.t_ - ,1 I � T124 (65) r_ — _ _ _ . _ , '` -, I. _-. r ,, :.._1 _I: I I I I I I v-, T125 (65) C? 111 W - , X IAC �1�, `�� I Ilell I i I I I -�- T126 (65) 1 r �•- , C.w !_ - I rl _ i I _ _ I� _am- i� I_� i I I I iI rrr.,.:.._ ..�`, i � T127 65 I _._ T \ '. RB �., _ _...,.,..... ..., _.. ,..... _-.-.._KI'LaI 1 �- T128 6 1 ^"A j x Ix �-y I --w 5 e 1 PA ,.1 1 1 C 130 �....:.,� I � T 6a 1 .r O f I; � �° i 1 i I: I1 I 1 I I ! ! I, 11- - I { - + 1 8 TI 31 (65) I ,_.. m AD 5 I. .l , DL C� 1 I # .� . a. 2 6a 12 O.C.Of d.� I `I I ( ) -W 1 _ I , ! 11 i i- i I -i a MID DEPTR OF SLAB G) I I/ �I.I ,I, I 11r ! ! I I I � T134 (65) Tfl- - f -I 1 ___� ,� --I :II_ 1 I"I I _ _r _ _ ` .I _ r T135amm(64) I, 4 1 - -I - - I _ I EJ - I I - ! T136 64 ! I, i I I i I I S) i I I �. , r.., :— rt� I i I" 1 ;.... \ P11 T137 (64) - _ r_. __ ,1,..-. _ ..� .__ 1 .�.,1 53-1 op- - p - ..- 1.I I I ! I �."�' ,.. T138 64 1 - -I. - _� - I; .il i ► I- I I i �,.M �, I-- T 11 (67) 1'1� I - !("_ \ T1 40 58 I I I - I \ 3 s * _� " t , _�._� _ •�----,,,T AA/S8-1 T141 58 I � --[1 ) i _ i .1- T142- (22) X� , i � .z//_ - T143 (22) T144 (59) tkll JMco 2A� , V I v I i, ,. ," JI 1; -ADDL #5 0 12" O.C. MID DEPTH OF SLAB � LL(I" 1 GRADE BEAM SCHEDULE LEND TH SIZE in VERTICAL MARK ELONGATION FT IN WIDTH "' 1 ' ; I I J "" .... . �� ,. a GRADE BEAM SCHEDULE LEND TH SIZE TENDON VERTICAL MARK ELONGATION FT IN WIDTH DEPTH TOP BOTTOM SIZE SPACING i2 PB (EXT) 14" 24" 1/2"O 1 /2,.O #3 48" PB O 14" 24.. 1/2"01 1 /2„O #3 1 48:, 9 SIZE REINFORCING VERTICAL MARK 114 9 15 1 65 5 1 4 / 115 9 1/4 16 1 66 WiDTH DEPTH TOP BOTTOM SIZE SPACING RB (EXT 14” 24" 2-#5 2-#5 #3 48" SB I y`` 16" 14" N/A 2-#5 N/A N/A NOTES: 20 1. PB - POST TENSIONED BEAM, STIRRUPS ARE SINGLE VERTICALS AND INSTALLED AS STAKES. 2. RB - REINFORCED BEAM, STIRRUPS ARE SINGLE VERTICAL, CLOSED AND INSTALLED AS STAKES. 3, SA3 - SHOVEL BEAM, MINIMUM DEPTH OF 14" BELOW GRADE. SLAB ON GRADE 4" THICK CONCRETE SLAB ON GRADE ON 10 MIL VAPOR BARRIER OVER A PREPARED SUBGRADE THAT EXTENDS 5 FEET OUTSIDE THE SLAB AREA TO A DEPTH IN COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. FIN FLR ELEVATION - RE: CIVIL = REF. + O' -O" FOUNDATION LEGEND I. SLAB TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE --,-� 4., — - - IN- T3 (1 4) 2. SLAB TENDON DEAD END SHOWN THUS: _ - 3, BEAM TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE -\,,�� T1 37) T2 (373 4. BEAM TENDON DEAD END SHOWN THUS: --I 1 (SINGULAR BEAM TENDON IS BOTTOM TENDON) 5, ` , THICKENED SLAB 11.1 6. ,' (2)-#4x6'-0" REENTRANT BAR p7. BRICK LEDGE 8. POUR JR STRIP TENDON ELONGATION CHART LEND TH GNGA ON EL TI LENGTH ELONGATIONNG LE TH ELONGATION FT IN FT ( N ( ) ( FT) IN ( ) i2 2/3 62 5 112 8 7/8 13 3/4 63 5 113 9 14 7/8 64 5 1/8 114 9 15 1 65 5 1 4 / 115 9 1/4 16 1 66 5 t/4 116 9 1/4 17 11 8 67 538 117 9 38 18 1 1/4 68 5 3/8 118 9.3/8 19 1 3/8 69 5 1/2 119 9 1/2 20 1 3/8 70 5 1/2 120 9 i/2 21 1 1/2 71 5 5/8 121 9 5/8 22 1 1/2 72 5 3/4 122 9 3/4 73 5 7/8 123 9 7/8 24 1 3/4 74 6 124 1O 25 1 7/8 75 6 1/8 125 1O 26 1 7/8 76 6 1/8 i26 10 1/8 27 2 77 6 1/4 127 10 1/8 28 2 1/8 78 6 1/4 128 10 1/4 29 2 1/8 79 6 3/8 129 10 3/8 302 1 4 I 80 638 130 10 3 8 / 31 2 3/8 81 6 1/2 131 10 1/2 32 2 3/8 82 6 1/2. 132 10 1/2 33 2 1/2 83 6 5/8 133 1O 5/8 34 2 5/8 84 6 3/4 134 10 3/4 35 2 5/8 85 6 7/8 135 10 3/4 36 234 / 86 67 / 8 136 10 7 8 37 2 7/8 87 7 137 11 38 3 88 7 138 11 39 3 89 7 1/8 139 11 1/8 40 3 1/8 90 7 1/8 140 11 1/8 41 3 1/4 91 7 1/4 141 11 1/4 42 3 1/4 9Z 7 3/8 14Z 11 3/8 43 3 3/8 93 7 1/2 143 11 1/2 44 3 1/2 94 7 i/2 144 11 1/2 45 3 1/2 95 7 5/S 145 11 5/8 46 3 5/8 96 7 5/6 146 11 5/8 47 3 3/4 97 7 3/4 147 11 3/4 48 3 3/4 98 7 3/4 148 11 7/8 49 3 7/8 99 7 7/8 149 11 7/8 50 4 100 8 150 12 51 4 101 8 1/8 151 12 52 4 1/8 102 8 1/8 152 12 1/8 53 4 1/8 103 8 1/4 153 12 1/4 54 4 1/4 104 8 1/4 l54 i2 3/8 55 4 3/8 105 8 3/8 155 12 3/8 56 4 3/8 106 8 3/8 156 12 1/2 57 4 1/2 107 8 1/2 157 12 5/8 58 4 5/8 108 8 5/8 158 12 5/8 59 4 3/4 109 8 3/4 159 12 3/4 60 4 3/4 110 8 3/4 160 12 7/8 61 3 7/8 111 8 7/8 NOTES: 1, EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2. TENDON LENGTHS SHOWN REPRESENT INSIDE OF FORM TO INSIDE OF FORM, BEAM TENDON DRAPE HAS BEEN INCLUDED. 3. TOP TENDONS IN GRADE BEAMS SUPPORTING SHEAR WALLS WiTH HARDWARE SHALL BE OFFSET 4 INCHES FROM BEAM CENTERLINE, YY � i " ru: "x sbM1, 11 R # 1, ,� f Y 4 y t' { I Fl I¢ x'y I v A ��v § i k '. 1 �1. , = 1 1" , >a r i xk ,.fiela' x +ice {,X� :;t;3,r1e % ra r x xs+ a d g 11 y'CCk'1 i�J' ttFq z q ' 1rM"n T l • ,N,ss . ,.Ll �9��,.9 r, _",a . xA a ea s1i i T'�ikya� �y>. �rr `.^.O }x§ „� Y :. xe .1,I x xk:w`I,, 1�11.i".,tx _ :�:r�'b ,"I'l it 5x t 14 t+,, r i+ M 1: f pp d4.8�T R .Zn , L` , 11 1�1t^ �x x 1a, qbe zy �'`" M ,,P � �%- I '� a1 , ! f W§yak, h�xk� Cf] yrwe rX0�7� ;Ixa i a1 ! Rte.," � -a . p . i stn ,ar 7� , r r�14�,A 1 1 " ' ,, , 1 Y she i'. z e R A, ?x� ."'j,g Y° r ktvf a u,,f Cs ,YS �.� a +(i Y �� y,d tr ,x> x t01" r11C d""i '�yI. i 6 I'll ' x� w:,.a w E,:I' iiz,§,?a ' xt a e dit'� xs a t } z:. v'�S1 , '� .../ti J i \ JJ W 1 Y,r� f f l ' t�1 r 11 G I, L 1 i 1 q'. W� Y tr y tilx I , , a •'f °t ! aa' _ ,'S' �1 Xj >g 1 ,il xx'a , r i ' x, ) a - ., ; x ✓ Tr ,;.� §"§ ), S. 3 C r 4n�r zx affik p £ x �,,�Ga Y r" n z t ,. 2 r �»� a •, r,..a, +Ye x,ci„ri. �a,...- i ,1 «. MY Y �!, -t, '. ,�� ., xxa f ? fa . cr15,Cva Ed ! ir .-,-,AY .ax,l>e':.,Lw�,sx , U) I' W 23 < cr IL W 11�_ UJ CL ® 0 LLJ 0 LJL E�U*2 �_ rr_ 0 cry ISSUE AND REVISION NO. Date Descriptions 07-27-12 DD SET 07-21-12 COORDINATION SET 10-0B-12 PERMIT SET Project Number 06"14 Drawn By JAP Checked By DAB Approved By DAB F,B,P,E Reg. # 28688 xo111 r /it , �r t�, I,cY w. �,C ►I .,,. No, 64164 A' ' , � � *., : . S E.0: •(I: = -A .tt� " STAT' C?F +.•' 1'11�1'111'1 11811Q, W110, W Drawing Title BUILDING TYPE V .9 FOUNDATION PLAN arm — _1W 4 0 30 0 P 49 1 11 1 i 1 , 1 11 , U 9 - 1" 9'- 1" ! t) 1 11 1 » 8'-81" » a'- 1" , 1, , » , » t , , )1 » 9 -10 10-8 16 —a' iQ -3 9 -8 9-8 10-3 , 9-8 2 1 -` 9 —a 10 -3 16 -8 10 -8' 9-1o , EQ. SP, 4 EQ, SP. 6 EQ, SP. ' 4 EQ. SP, 4 EQ. SP» 4 EQ. SP. ' 4 EQ. SP. 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SP. 7' BUILDING TYPE V @ BLDG. 13 - FOUNDATION PLAN 1/811= 1 1 -011 GRADE BEAM SCHEDULE LENG H T SIZE TENDON I VERTICAL MARK WIDTH DEPTH TOP BOTTOMI SIZE SPACING (IN) PB (EXT) 14" 24" 1/2"0 1 /2" 3 48" PB INT 14" 1 24" i/2"0 1/2"0 #3 48" 63 SIZE REINFORCING VERTICAL MARK 718 64 5 1/8 WIDTH DEPTH TOP BOTTOM SIZE SPACING 115 RB (EXT 14" 24" 2r,,#5 2r,#5 #3 48" SEI (INT) 16" 14" N/A 2-#5 N/A N/A 1 1/4 68 5 3/8 118 9 3/8 19 1 3/8 NOTES: 5 1/2 1, PB - POST TENSIONED BEAM, STIRRUPS ARE SINGLE VERTICALS AND INSTALLED AS 'STAKES, 2, RB - REINFORCED BEAM, STIRRUPS ARE SINGLE VERTICAL, CLOSED AND INSTALLED AS STAKES. 3„ SB - SHOVEL BEAM, MINIMUM DEPTH OF 1411 BELOW GRADE, SLAB ON GRADE 4" THICK CONCRETE SLAB ON GRADE ON 10 MIL VAPOR BARRIER OVER A PREPARED SUBGRADE THAT EXTENDS 5 FEET OUTSIDE THE SLAB AREA TO A DEPTH IN COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS, FIN FLR ELEVATION - RE: CIVIL = REF. + 0'-0" _ -- FOUNDATION LEGEND I. SLAB TENDON LIVE END SHOWN THUS: LENGTH OF TENDON— TENDON ENDON—TENDON SEQUENCE -. - W- T3 (14) 2. SLAB TENDON DEAD END SHOWN THUS: 3. BEAM TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE _:.� T1 37) T2 4. BEAM TENDON DEAD END SHOWN THUS: (SINGULAR BEAM TENDON IS BOTTOM TENDON) 5, THICKENED SLAB 6. (2)-#46'-0" REENTRANT BAR BRICK K LEDGE 8, POUR STRIP TENDON ELONGATION CHART LENG H T ELONG ATION LE NGTH ELONGATION LENGTH ELONGATION (FT) (IN) (FT) (IN) (FT) (IN) 12 2/3 62 5 112 8 7/8 13 3/4 63 5 113 9 14 718 64 5 1/8 114 9 15 1 65 5 1/4 115 9 1/4 16 1 66 5 1/4 116 9 1/4 17 1 1/a 67 5 3/8 117 9 3/8 18 1 1/4 68 5 3/8 118 9 3/8 19 1 3/8 69 5 1/2 119 9 1/2 20 1 3/8 70 5 1/2 120 9 1/2 21 1 1/2 71 5 5/8 121 9 5/8 22 1 1/2 72 5 3/4 122 9 3/4 23 1 5/8 73 5 7/8 123 9 7/8 24 1 3/4 74 6 124 10 25 1 7/8 75 6 1/8 125 10 26 1 7/8 76 6 1/8 126 10 1/8 27 2 77 6 1/4 127 10 1/8 28 2 1/8 78 6 1/4 128 10 1/4 29 2 1/8 79 6 3/8 129 10 3/8 30 2 1/4 80 6 3/8 130 10 3/8 31 2 3/8 81 6 1/2 131 10 1/2 32 2 3/8 82 6 1/2 132 10 1/2 33 2 1/2 83 6 5/8 133 10 5/8 34 2 5/8 84 6 3/4 134 10 3/4 35 2 8 5/ 85 6 7/8 135 0 1 3 4 / 36 2 3/4 86 6 7/8 136 10 7/8 37 2 7/8 $7 7 137 1 1 38 3 88 7 138 11 39 3 89 7 1/8 139 11 1/8 40 3 1/8 90 7 1/8 140 11 1/8 41 3 1/4 91 7 1/4 141 11 1/4 42 3 1/4 92 7 3/8 142 11 3/8 43 3 3/8 93 7 1/2 143 11 1/2 44 3 1/2 94 7 1/2 144 11 1/2 45 3 1/2 95 7 5/8 145 11 5/8 46 3 5/8 96 7 5/8 146 11 5/8 47 3 3/4 97 7 3/4 147 11 3/4 48 3 3/4 98 7 3/4 148 11 7/8 49 3 7/8 99 7 7/8 149 11 7/8 50 4 100 8 150 12 51 4 101 8 1/8 151 12 52 4 1/8 102 8 1/8 152 12 1/8 53 4 1/8 103 8 1/4 153 12 1/4 54 4 1/4 104 8 1/4 154 12 3/8 55 4 3/8 105 8 3/8 155 12 3/8 56 4 3/8 106 8 3/8 156 12 1/2 57 4 1/2 107 8 1/2 157 12 5/8 58 4 5/8 108 8 5/8 158 12 5/8 59 4 3/4 109 8 3/4 159 12 3/4 60 4 3/4 110 8 3/4 160 12 7/8 61 3 7/8 111 8 7/8 NOTES: i. EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2, TENDON LENGTHS SHOWN REPRESENT INSIDE OF FORM TO INSIDE OF FORM. BEAM TENDON DRAPE HAS BEEN INCLUDED. 3. TOP TENDONS IN GRADE BEAMS SUPPORTING SHEAR WALLS WiTH HARDWARE SHALL BE OFFSET 4 INCHES FROM BEAM CENTERLINE, 07-27-12 DD SET 07-21-12 COORDINATION SET 10-0&12 PERMIT SET Project Number 06"14 Drawn By JAP Checked By DAB Approved By DAB I F,B,P.E Reg. # 28688 No, 64164 w, Z;TATC OF <ri,, 7� Drawing Title BUILDING TYPE V BLDG, 13 FOUNDATION PLAN LU Ix C 0 0 W LM U C 0 0 i� 0 LJL LU < a 0 0 U) ISSUE AND REVISION NO. Date Descriptions 07-27-12 DD SET 07-21-12 COORDINATION SET 10-0&12 PERMIT SET Project Number 06"14 Drawn By JAP Checked By DAB Approved By DAB I F,B,P.E Reg. # 28688 No, 64164 w, Z;TATC OF <ri,, 7� Drawing Title BUILDING TYPE V BLDG, 13 FOUNDATION PLAN 3 ...-..C..0LUMN . . ..... .. ... . SCHEDULE ..... . .. ... ........ . ... . ......... ............ BEAM SIZE DB 1 COLUMN MARK H I LEVEL Cl C2 C3 3RD D133 3-2x4 H3 2ND 3-2x4 3-20 3-2x4 IST 4-2d 4,-2x4 4x8 #2 BLDG. TYPE V - SECOND FLOOR FRAMING & FIRST FLOOR BRACING 1/8"=1'-0.. ........ ...... FLOOR PLAN NOTES ...... ...... . . ..... 1, DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WIFFI DIAPHRAGM SCHEDULE. 2. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. J. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: 4, INSTALLATION OF TRUSSES 'SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 5. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS, 6. BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION. 7. HANGERS ARE SHOWN THUS: t AND SIZES ARE SHOWN ON CONNECTION SCHEDULE. 8. VERTICAL SUPPORT FRAMING OF HEADERS), DROP, AND/ OR FLUSH BEAMS SHALL BE 212x4 U.N.O. IN COLUMN SCHEDULE. 9. FLOOR TRUSSES ARE 18" DEEP AND SHALL BE `::;PACED 24" ON CENTER (U.N.O.). 10, CORRIDOR TRUSSES ARE 18" (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY. 11. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS. 12. ")HEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE. .. ............ . ....... ... ......... --- 1-1.1 . .............................. . . ............... . . . . ...... HEADERS, DROP BEAMS and FLUSH BEAMS ....................... . ........................................ . .. . . -- .. ........ .. . ........ . . . . .... ....................................... .................................. ....... .... .. ....... .... . . . ........ - MARK MARK FT ............ BEAM SIZE DB 1 FBI H I 2-2x6 D82 FB2 H2 2-2x8 D133 FB3 H3 2-2x10 DB4 F134 H4 2,-2x 12 D05 FBS H5 3 1/2 x 9 1/4 PSL DB6 F86 H6 3 1/2 x 11 1/4 PSL D07 FB7 F17 3 1/2 x '14 P':)'L DDD F88 H8 3 1/2 x 16 PSL DB9 F139 HO 3 1/2 x 18 PSL DB10 FBIO HI0 5 '1/4 x 18 PSL . ..... ............... ......... ........ ......... .. ..... .. ---------- ............ .F....L........O......I.......O........R...... FRAMING LEGEND ........ ........ ........ - MARK DESCRIPTION FT FLOOR TRUSS BT BALCONY TRUSS Cl CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER FB FLUSH BEAM DB DROP BEAM CT1 SLOPED T.C. CORRIDOR TRUSS -IOP .-o F PLATE _ .. _ _ _ .............. ..... ... .. . ........... . ........... LEVEL ELEVATION THIRD + 31'-4 7/3" SECOND + 19'-9" FIRST + 9'-1 1/8" . . . ............. ... . — . . . . ....... ......... . . .. .... .... ..... .......... I ............... .. ... ........... I..,.-....-...I.I ..... . . ... .. ........ SHEARWALL LEGEND MARK SHEARWALL (D 01 CD CS20x44 CD HOLDOWN ANCHOR LOCATION (4) STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) (7 t1 B MST48 OF WALL MST60 Cl 0) MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. SHEATHING TYPE 10 4 FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) .... .. . ........ .. ---- ... .... .. ...... .... .. ... 1.11-1-1-1.11 ..... .... . . ........... STRAP LEGEND MARK SIZE (D CS22x4O CD CS20x44 CD CSl8x48 (4) CS16x48 MST136 MST148 (7 MSTI60 MST48 & MST60 Cl 0) MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. T -r- , -�7`7777777 G 3Ai A* rri C/) CF) m.0 U All gym,Q zC0 . .... 3.y co UJ CL Fiona at 8 W CL (D AO 0 z —A UJ UJ M 0 OL 0%140 0 Lr - 000 0 UJ LL- i>u U.1 Ap 0 0 CO) ISSUE AND REVISION NO. Date Descriptions 07-27-12 DID SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET Project Number 0%014 Drawn By im Checked By Da Approved By DAB F.B.P.E Reg. # 28688 E N No, 64164 E -fJ W .:,40 z:: 4 c) ST,,,\TF, OF .14 10 N Drawing Title BUILDING TYPE V SECOND FLOOR FRAMING & FIRST FLOOR BRACING PLAN ,Affilft� AM am = AV M 32 0 F 49 I nut r)nl-lrl LWl NWW RE: -2 OF .............. . COLUMN .... . ................ ... ... I . . . ....... SCHEDULE . . .... ..... .... ... .... ..... . ....................... LEVEL Ill 2,-2x6 . ....... . . . ..... ........... I .................... . ...... 11 .................. I ............ -1-1-1 ...... ... ... COLUMN MARK H2 2,-2x8 Cl C2 C3 3RD DB4 FB4 3,-2x4 - 2ND H5 3 1/2 x 9 1/4 PSL 1-20 3-2x4 3-20 [717--i FB7 4-2x4 4-20 16 #2 BLDG. BLDG. TYPE V -THIRD FLOOR FRAMING & SECOND FLOOR BRACING 1 /811= 1 J_T . . .... .. .... . _ . ........ . . _­ .......... ..... . .. ...... .... .. FLOOR PLANNOTES ..... . . ..... . I DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 3, BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 5. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS, 6. BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE 'SHEET 'SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION. 7, HANGERS ARE SHOWN THUS: + AND SIZES ARE SHOWN ON CONNECTION SCHEDULE, 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 2-20 U.N.O. IN COLUMN SCHEDULE. 9, FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U.N.O.). I 10, CORRIDOR TRUSSES ARE 18" (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY. 11, TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS. 12, SHEAR"NALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE. ................ ... HEADERS, DROP BEAMS and FLUSH BEAMS ..... . ................................ . ... .... . .. . ....................... . ..... . . .... .. . . ­­ . ... . ........ .. ... . . .... . . .. . .................... MARK BEAM SIZE DB1 FBI Ill 2,-2x6 D132 F132 H2 2,-2x8 DB3 FB3 H3 2,-2x 10 DB4 FB4 H4 2-2x 12 DB5 F05 H5 3 1/2 x 9 1/4 PSL DB6 F86 H6 3 1/2 x 11 1/4 PSL DB7 FB7 H7 3 1/2 x 14 PSL DD8 F08 H8 3 1/2 x 16 PSL DB9 FB9 H9 3 1/2 x 18 PSL D810 I FI3 H10 5 1/4 x 18 PSL ........... . . ..... . . . ..... .. ..... .... I .. . ........... ... . ........ ... .. ......... .. . ......... . .... FLOOR FRAMING LEGEND ._ ....i ........... . ....... .... ....... ................... ......... . .... MARK ..... ... .... DESCRIPTION FT FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS P 'L PARALLEL STRAND LUMBER 228 2,-,2x8 H HEADER FB FLUSH BEAM DB DROP BEAM CTI SLOPED T.C. CORRIDOR TRUSS .......... .............. . .......... ... . .. . . ......................... ... .. .... .... ... .. .. ......... ... ........ . SHEARWALL LEGEND ....... .. .. ....... ..... .. .... SHEARWALL 0_0 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) A B OF WALL 10 4 SHEATHING TYPE FARSIDE OF WALL NO, OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) .. .... .. ..... .. . .. - .. .... .. ..... .... . .................. I-— . . . . . .................. ..... .... .. STRAP LEGEND ............................. MARK SIZE T CS22x4O CS )2004 C516x48 C316x48 MIST136 MST148 MSTI60 8 MST48 (_D MS F60 C-0) MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32- CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN, SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS, 0 a C CF) g t Ml W4, . . . . . . . . . . . co Nor= z 0 IIIALI J UJ U__ 0 (L Cl 0 0 U_ UA Cl) X 1�_ 0 M 0 U) ISSUE AND REVISION NO. Data Descriptions 07-27-12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET Project Number 06"14 Drawn By JAP Checked By DAB Approved By DAB FHRE Reg. # 28688 *1 E N,5' No. 6410 sTATE, OF 2�1 r�r f� i� Ake Drawing Title BUILDING TYPE V THIRD FLOOR FRAMING SECOND FLOOR BRACING PLAN Asikk M 'Os, 33 0 F 49 BLDG. . | V —KUUF FRAMING N THIRD FLOOR BRACING |/O^=1'—O^ ROOF PLAN NOTES 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. ::3. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW, CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWN ON PLAN WITH A CROSS HATCHING. 5. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 6. TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS 7. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. .8. RIDGE BRACING MARKED THUS: 15 REQUIRED WHERE SHOWN ON THE PLAN. :9. A DRAG TRUSS SHALL BE POSITIONED OVER EACH INTERIOR SHEARWALL LOCATED WITHIN PARTYWALLS. THE DRAG TRUSS SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN THE LOAD SCHEDULE. 10. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE ROOF SECTIONS. 11. DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24". 12, PLAff HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. :13. ROOF AREAS MARKED THUS: SHALL BE STICK FRAMED. :14. TRUSS ENDS MARKED THUS: INDICATE POINTS OF BEARING. 15. END WALL BRACING SHOWN THUS: PROVIDES SUPPORT FOR GABLE TRUSSES :16. VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL BE 3-2x4 AT EACH END, HEADERS, DROP BEAMS and FLUSH BEAMS COLUMN SCHEDULE DB1 FBI HI COLUMN MARK D02 LEVEL H2 2,-2x8 083 F03 C1 2-2y, 10 C2 FB4 C3 3RD RB 3-2x4 CID) MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. BLDG. . | V —KUUF FRAMING N THIRD FLOOR BRACING |/O^=1'—O^ ROOF PLAN NOTES 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. ::3. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW, CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWN ON PLAN WITH A CROSS HATCHING. 5. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 6. TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS 7. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. .8. RIDGE BRACING MARKED THUS: 15 REQUIRED WHERE SHOWN ON THE PLAN. :9. A DRAG TRUSS SHALL BE POSITIONED OVER EACH INTERIOR SHEARWALL LOCATED WITHIN PARTYWALLS. THE DRAG TRUSS SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN THE LOAD SCHEDULE. 10. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE ROOF SECTIONS. 11. DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24". 12, PLAff HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. :13. ROOF AREAS MARKED THUS: SHALL BE STICK FRAMED. :14. TRUSS ENDS MARKED THUS: INDICATE POINTS OF BEARING. 15. END WALL BRACING SHOWN THUS: PROVIDES SUPPORT FOR GABLE TRUSSES :16. VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL BE 3-2x4 AT EACH END, HEADERS, DROP BEAMS and FLUSH BEAMS MARK BEAM SIZE DB1 FBI HI 2-26 D02 F02 H2 2,-2x8 083 F03 H3 2-2y, 10 DB4 FB4 H4 2-2x 12 RB RIDGE BRACE CID) MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. D09 FB9 H9 31/2 x 18 PSL D01 01 FBIO_ I HIO 5 1/4 x 18 PSL SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FAK3|DE OF WALL NO, OF SHEAR PANELS OR BRACES AT R-O0R3 LENGTH (FT) LE.G.....E N.I.P11 MARK DESCRIPTION RT ROOF TRUSS DT DRAG TRUSS C13 CHORD BRACE CRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FAK3|DE OF WALL NO, OF SHEAR PANELS OR BRACES AT R-O0R3 LENGTH (FT) LE.G.....E N.I.P11 MARK SIZE M ST 408 CID) MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. | ['\/l~E[]|/\[} SLJEA-FLJlKJG | ALL EXrER|0R WALLS TO BE SU[yJH7/16" OSB OR 15/32" CDX PLYWOOD SECURED W/ Od COMMON NAILS AT 8^ O.C. AT ALL EDGES AND 12" V.C. AT EACH INTERMEDIATE STUD. UNLESS NOTED 0THERIN|3E IN PLAN. SHEATHING' NAY BE UNBLOCKED C0N3TRUC1|DN, EXCEPT AT NOTED SMEARWALL LOCATIONS. | 0. 1puh CD ja UJI uff .41 7q m co CL UJ LL CIL LL 0 C0 ISSUE AND REVISION NO. Date Descriptions 07-27-12 DID SET 07-21-12 COORDINATION SET 10* -12 PERMIT SET Project Number 0%014 Drawn By JAP Checked By DAB Approved By DA13 FRRE Reg, # 28688 N S� 04 No. 641 JE Drawing Title BUILDING TYPE V ROOF FRAMING & THIRD FLOOR BRACING KAN MW 34 0 F 49 ............ . ..... COLUMN .............. SCHEDULE RT .... .. ... .. . DB1 COLUMN MARK H'I LEVEL 2,-,,2x6 DB2 F02 H2 HIP TRUSS 2,-2x8 Cl C2 C3 3RD 2-2x10 — 3-2x4 H4 2ND 2-2x 12 3-20 3-2x4 3,-2x4 [1ST—r 3 1/2 x 9 1/4 PSL 42x4 4.20 4x8 #2 BLDG. TYPE V SPLIT -ROOF FRAMING & THIRD FLOOR BRACING 1/8"-1' 0° 7777777=77777777777 ROOF PLAN NOTES .... . .. .... .......... . ........ 7777777!=77=777 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE, 2, ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS, 3. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 4. CONVENTIONAL 2x FRAMING AREAS AND OR OVERFRAMED AREAS ARE SHOWN ON PLAN WITH A CROSS HATCHING. 5, INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS PLACEMENT. 7. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 8. RIDGE BRACING MARKED THUS: IS REQUIRED WHERE SHOWN ON THE PLAN, 9. A DRAG TRUSS SHALL BE POSITIONED OVER EACH INTERIOR SHEARWALL LOCATED WITHIN PARTYWALLS. THE DRAG TRUSS SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN THE LOAD SCHEDULE. 10. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE ROOF SECTIONS. 11. DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24". 12, PLATE HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. 13. ROOF AREAS MARKED THUS: [222 //T/] SHALL BE STICK FRAMED. 14. TRUSS ENDS MARKED THUS: --> INDICATE POINTS OF BEARING. .15. END WALL BRACING SHOWN THUS: PROVIDES SUPPORT FOR CABLE TRUSSES. 16, VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL BE 3-2x4 AT EACH END. . . ... ................... ... .... .. ... ......... . .................... ..... I ..... .... . ................ . ... .. ..... .. . .. ...... ........ ......... -- . . . ..... . ... . ............. .. . HEADERS, DROP BEAMS and FLUSH BEAMS ------.......... . .. ... ... . .. MARK MARK RT ROOF TRUSS .... . ............................ ... BEAM SIZE DB1 FB'I H'I CRT 2,-,,2x6 DB2 F02 H2 HIP TRUSS 2,-2x8 D83 FB3 1-113 RB 2-2x10 DB4 FB4 H4 2-2x 12 DB5 FB5 H5 3 1/2 x 9 1/4 PSL DOG F06 H6 3 1/2 x 11 1/4 PSL DB7 FB7 H7 3 1/2 x 14 PSL DDO 11 F138 H8 3 1/2 x 16 PSL DB9 FB9 H9 3 1/2 x 18 PSL DBIO FBIO HIO 5 1/4 x 108 PSL . .... . . . ROOF FRAMING LEGEND ...... .. . ..... .. .. ........ .... ...... .... . . .. . .... . .. .... . . .................. MARK .............. DESCRIPTION RT ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE CRT GIRDER TRUSS OT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE . ................. --.- .. . . ....... . ...... ..... - ... ...... .. I ............ . ... ........ .... . . .. ...... . .. ........ . . SHEARWALL LEGEND .... ... ........ .. ......... SHEARWALL 2mm (D HOLDQWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) 5A B OF WALL 10 11 SHEATHING TYPE FARSIDE OF WALL mm NO, OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) .... .... ......... .. ...7 777...... . ...... . . . ........... ..... .... .. ..... .... .. I ..... .... . ..... .... .. ..... . STRAP LEGEND . . .. .... . .. ... .............................. ... MARK SIZE 01 CS22x4O C� CS2004 Q) CS18x48 (20 C516x48 M S 113 6 148 MSr148 @ M ST 16 0 (-0 MST40' MST60 NIST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32' CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6'* O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS, ISSUE AND REVISION NO, Data Descriptions 07-27-12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET Project Number 0%014 Drawn By JAP Checked By DAB Approved By DAB F.B.P.E Reg. # 28688 V 1\1 Al, Drawing Title -RUILDING TYPE V SPLIT ROOF FRAMING & THIRD ROOR BRACING PLAN 35 0 F 49 vam UNIT Al FRAMING 1/4"=1'-0" ,.,....,.,.,...., gxa,nfa�^ax a " , a M - '� r'� »y.j ,+ .,.�.. BT_ _--- w. .✓ n � ,a✓ . 2-24 DB2 F62 H2 14, q0 1 u,�q a, NN �(Fbr ;'%�;. 2-2x10 DB4 F84 r w i Vy a �r''a. ^4. UNIT A9 r'"�� / tl9 5i�,/�1'✓ °�.fa".�:/F./�l l..'�.+'/'.JYwF� FB6 f FoFif 3 1/2 x 11 1T4 PSL D87 1`137 H7 3 1/2 x 14 PSL DB8 5- H8 , !, I H9 3 1/2 x 18 PSL DB10 {I I HIO r. I - iL , �a EE �� s xmw.. .. _ ...; uuv.wuu:.wuwuuwm+w.,r..p �� nn . '•c850 ,.vw.un.vnvwwmxm� 1-41 - a o: NIT r` r 701 tAET &F UNIT X-55 93 GROSS 3Y, NET S.F. i A%.'e✓.f � , .._ a -.2w' .»..r.n....::...:. H2'm�:. w.: I 2 59-1 w.�..uv.. r,.m.w. p p Q .voumvuw "* . — r r, -jl L/ +. hnL-1 , .- -� Y\ H2 H2— [/7 BT �I LL. FT kE BT UNIT A1 01 NET SY cn W ..m.�m..- HZ` -H2'— z�4 �FT HZ -_':...-H2.-: 7 Z UNIT Al FRAMING 1/4"=1'-0" �� FB6 cn UNIT A2A FRAMING PLAN. :,w-...m .�...::, ,.,....,.,.,...., gxa,nfa�^ax a " , a M - '� r.� s �a nw, w .w :,uuw::` „»... � �uacaa'dsr''f,;knca:,, M b NNrFg--- P0. BT_ _--- w. .✓ n � ,a✓ . 2-24 DB2 F62 H2 8 q0 1 u,�q r Fir tY'W��" �4.fy�kC�9n NN �(Fbr ;'%�;. �� FB6 cn UNIT A2A FRAMING PLAN. :,w-...m .�...::, ,.,....,.,.,...., gxa,nfa�^ax a " , a M - '� r.� s �a nw, w .w :,uuw::` „»... � �uacaa'dsr''f,;knca:,, M b NNrFg--- P0. BEAM SIZE .. .. .. a .,:... w. .✓ n � ,a✓ . 2-24 DB2 F62 H2 8 q0 1 u,�q r Fir tY'W��" �4.fy�kC�9n NN �(Fbr ;'%�;. 2-2x10 DB4 F84 y� w i Vy a Ix Wt Sy 2 S9-1 r/ I UNIT A9 3 1/2 x 9 1/4 PSL ,r 906 GROSS S.F. FB6 H6 3 1/2 x 11 1T4 PSL D87 1`137 H7 3 1/2 x 14 PSL DB8 5- H8 q FT ti...� 1 I I : BT s haa• . I' !, I H9 3 1/2 x 18 PSL DB10 {I I HIO r. I - iL , �a EE �� s xmw.. .. _ ...; uuv.wuu:.wuwuuwm+w.,r..p �� nn . '•c850 ,.vw.un.vnvwwmxm� 1-41 2/S9-1 NIT r` r 701 tAET &F UNIT X-55 93 GROSS 3Y, NET S.F. i A%.'e✓.f � , .._ a -.2w' H2'm�:. w.: I 2/S9-1 w.�..uv.. r,.m.w. Q .voumvuw "* — r r, +. �9qb -� H2 H2— [/7 BT �I I FT UNIT AlA FRAMING PLAN V UNIT, 1/4"-1'-0" FB6 i C,/ A3 FRAMING PLAN . . ......... !I I �I- C...j _ DESCRIPMN �... BEAM SIZE DB1 FB1 H1 2-24 DB2 F62 H2 'YM D83 F83 H3 2-2x10 DB4 F84 tz "m. DB5 Wt Sy 2 S9-1 r/ I UNIT A9 3 1/2 x 9 1/4 PSL ,r 906 GROSS S.F. FB6 H6 3 1/2 x 11 1T4 PSL D87 1`137 H7 3 1/2 x 14 PSL DB8 5- H8 q FT ti...� 1 I I : BT s haa• . I' D89 F89 H9 3 1/2 x 18 PSL DB10 FB10 I HIO �.g... S9 1 mm.,:mm . I - �a EE �� xmw.. .. _ ...; uuv.wuu:.wuwuuwm+w.,r..p �� nn . '•c850 ,.vw.un.vnvwwmxm� UNIT X-55 NET S.F. A%.'e✓.f � , .._ a 2/S9-1 .voumvuw "* +. �9qb -� H2 H2— FT BT V UNIT, 1/4"-1'-0" FB6 i C,/ A3 FRAMING PLAN . . ......... !I I �I- C...j _ DESCRIPMN �... BEAM SIZE DB1 FB1 H1 2-24 DB2 F62 H2 'YM D83 F83 H3 2-2x10 DB4 F84 tz "m. DB5 Wt Sy 2 S9-1 r/ I UNIT A9 3 1/2 x 9 1/4 PSL ,r 906 GROSS S.F. FB6 H6 3 1/2 x 11 1T4 PSL D87 1`137 H7 3 1/2 x 14 PSL DB8 5- H8 q FT ti...� 1 I I : BT s haa• . I' 1`E36 UNIT A2 FRAMING PLAN, UNIT 1/4"-1y-0" A3A FRAMING PLAN FLOOR PLAN NOTES 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. BACKGROUND OF ARGHITEC TUBAL LAYOUT AS SHOWN IS FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WffH ERECTION PLANS PROVIDED BY MANUFACTURER, 5. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 6, BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION, 7. HANGERS ARE SHOWN THUS: + AND SIZES ARE SHOWN ON CONNECTION SCHEDULE. 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 2-2x4 U.N.O. IN COLUMN SCHEDULE, 9. FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U.N.O.). 10. CORRIDOR TRUSSES ARE 18" (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY, 11. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS, 12. SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE. HEADERS, DROP BEAMS an FLUSH PEAMS FRAMING LEGEND MARK _ DESCRIPMN �... BEAM SIZE DB1 FB1 H1 2-24 DB2 F62 H2 2-2x8 D83 F83 H3 2-2x10 DB4 F84 H4 2-2x12 DB5 FB5 H5 3 1/2 x 9 1/4 PSL D86 FB6 H6 3 1/2 x 11 1T4 PSL D87 1`137 H7 3 1/2 x 14 PSL DB8 FB8 H8 3 1 2 x 16 PSL D89 F89 H9 3 1/2 x 18 PSL DB10 FB10 I HIO 5 1/4 x 18 PSL FLOOR FRAMING LEGEND m MARK _ . , K _ DESCRIPMN �... FT FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER FB FLUSH BEAM DB DROP BEAM CT1 SLOPED T.C. CORRIDOR TRUSS .....wF:eu,....�..,��TQP LE1IE7 OF PLATE HDATION THIRD + 31--4 7/8" SECOND + 19,-9" FIRST + 9'-1 1/8" EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PIAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. U- ,,r 07 -?=12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET UNIT FRAMING PLANS 36 0 F 49 UNIT A3 HC FRAMING PLAN UNIT B1A FRAMING PLAN, UNIT B1 FRAMING PLAN 1/4"=1'-0" UNIT B1 HC FRAMING PLAN. 1/4"=1'-0" ' TOP 4*=l1-0- FLOOR PLAN NOTE= L 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE, 2. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN 13 FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS: 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 5. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 6, BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION. 7, HANGERS ARE SHOWN THUS: + AND SIZES ARE SHOWN ON CONNECTION SCHEDULE. 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 220 U.N.O. IN COLUMN SCHEDULE. 9. FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U.N.O.). 10. CORRIDOR TRUSSES ARE 18- (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY. 11. TYPICAL- CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS. 12. SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE. HEADERS, DROP BEAMS and FLUSH BEAMS D131 MARK FBI H1 FT BEAM SIZE 2^26 082 F82 H2 CORRIDOR TRUSS 2-20 DB3 FB3 H3 H 2-2x10 DB4 F134 H4 DROP BEAM 2-2x12 DB5 F85 H5 3 1/2 x 9 1/4 PSL DB6 F136 H6 3 1/2 x 11 1 /T PSL D87 FB7 H7 1 3 1/2 x 14 PSL 088 FB8 H8 3 1/2 x 16 PSL D89 F69 H9 I5 3 1/2 x 18 PSL DB10 F810 HIO 1 4 x 18 )SL FLOOR FRAMING LEGEND MARK DESCRIPTION FT FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER FB FLUSH BEAM DB DROP BEAM CT1 SLOPED T.C. CORRIDOR TRUSS TOP OF PLATE 07-2712 THIRD + 31'-4 7/8" SECOND + 1g'-90 FIRST + 9'-1 1/8, EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16- OSB OR 15/32- CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS, BAR tM AND REWSIA 0 07-2712 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET qp "'77q. BAR tM AND REWSIA NO. 07-2712 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET !*d Nwytw 0"4 Dwn By JAP tavaa w DAB Appoved By DM F.B.P.E Reg. # 28688 IT No, 6064 r) STAI*L- OF 'Vol 10. UNIT FRAMING PLANS V3 u� I, 4"= plom FLOOR PLAN NOTES 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 3. BEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN THUS. 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER, 5. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS, 6. BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION, 7. HANGERS ARE SHOWN THUS: + AND SIZES ARE SHOWN ON CONNECTION SCHEDULE. 8. VERTICAL SUPPORT FRAMING OF HEADERS, DROP, AND/ OR FLUSH BEAMS SHALL BE 2-2x4 U.N.O. IN COLUMN SCHEDULE. 9. FLOOR TRUSSES ARE 18" DEEP AND SHALL BE SPACED 24" ON CENTER (U.N.O.). 10. CORRIDOR TRUSSES ARE 18" (U.N.O. IN SECTIONS) DEEP AND SHALL BE SPACED 24" ON CENTER, TYPICALLY, 11. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING SECTIONS. 12. SHEARWALLS ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE TOP OF PLATE AT THE LEVEL ABOVE. HEADERS,„] DROP BEAMS and FLUSH BEAMS MARK BEAM SIZE D81 FBI H1 2^26 D82 FB2 H2 2-2x8 D83 F133 H3 2-2x10 DB4 FB4 H4 2-2x12 DB5 F85 H5 3 1/2 x 9 1/4 PSL 086 F86 H6 3 ll 1 4 PSL D67 FB7 H7 .1/2_,x 3 1/2 x 14 PSL D88 F68 H8 3 1Z2 x 16 PSL 069 F89 H9 3 1/2 x 18 PSL DB10 FB10 H10 5 1/4 x 18 PSL FLOOR laA is FRAMING LEGEND DESCRIPTIONy FT FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER FB FLUSH BEAM DB DROP BEAM CT1 SLOPED T.C. CORRIDOR TRUSS EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHE'ARWALL LOCATIONS, co LIQ: I 9KC -wk: ill.,40 �-*i L'ON, No NO. DO Deedpti 87.2712 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET Ono Tie `1t1t1�t 1 11/ �i r No. 641 64 ♦ r X J 9y♦,. OFw 4/(�j o It �• ! . 1 Y 4 .�r.F yN UNIT FRAMING PLANS CLUBHOUSE, FORMING PLAN 1/s"=1'—o° ri _ HOLDOWN LEGEND MARK SIZE d STHD14 02 LTT19 Q LTT20B HTT4 d Hm �7 HD7B a HOW 12 HD12 NATE: REFER TO STRUCTURAL SCHEDULE SO -2 FOR ANCHOR SIZES 07-V--12 DD SET 07-21-12 COORDINATION SET 10-x-12 PERMIT SET Probed: mobw 0"4 Dr>1I Nn By JAP CheckWBy DAB AWoved B UAB P.R.P.E Reg. # 28688 ����1ltt r rir ff - No. 64164 S TATE OF , •' w cw A 07-V--12 DD SET 07-21-12 COORDINATION SET 10-x-12 PERMIT SET Probed: mobw 0"4 Dr>1I Nn By JAP CheckWBy DAB AWoved B UAB P.R.P.E Reg. # 28688 ����1ltt r rir ff - No. 64164 S TATE OF , •' CLUBHOUSE - i/8"=1'-0" CN FOUNDATION PLAN - - — - -- - - -- -- - - c: V) GRADE BEAM SCHEDULE MARK SIZE TENDON VERTIM WIDTH DEPTH TOP B01TOM SIZE SPACING 14" 24" 1 2 0 172-0 3 48" PB 14" 24" 7170- 1 2 3 48" SIZE REINFORCING VERTICAL MARK WID1H DEPTH TOP BOTTOM SIZE SPACING RB 14" 24" 2- 5 2ry 5 3 48" S3e N/A 2M#5 N/A N/A 1. PB -- POST TENSIONED BEAM, STIRRUPS ARE SINGLE VERTICALS AND INSTALLED AS STAKES. 2. RB - REINFORCED BEAM, STIRRUPS ARE SINGLE VERTICAL, CLOSED AND INSTALLED AS STAKES. 3. SB - SHOVEL BEAM, MINIMUM DEPTH OF 14" BELOW GRADE. SLAB ON GRADE 4" THICK CONCRETE SLAB ON GRADE ON 10 MIL VAPOR BARRIER OVER A PREPARED SUBGRADE THAT EXTENDS 5 FEET OUTSIDE THE SLAB AREA TO A DEPTH IN COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. FIN FLR ELEVATION -- RE: CIVIL a REF. + 0'-0" FOUNDATION LEGEND 1. SLAB TENDON LIVE END SHOWN THUS: LENGTH OF TENDON :::::::�, TENDON SEQUENCE -- -- Mme- T3 (14) 2. SLAB TENDON DEAD END SHOWN THUS: — - _ ---I 3. BEAM TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE -. Ti 37) T2 (37 4. BEAM TENDON DEAD END SHOWN THUS: --- --i (SINGULAR BEAM TENDON IS BOTTOM TENDON) 5. THICKENED SLAB 6. /*,/� (2)--#4x6'-0" REENTRANT BAR 7. BRICK LEDGE 8. POUR STRIP TENDON ELONGATION CHART LENGTH ELONGATION LENGT11 HELONGATION LENGTH ELONGATI11 ON ( (IN) ( (IN) (FT) (IN) 12 2/3 62 5 112 8 7/8 13 3/4 63 5 113 9 14 64 5 1/8 114 9 15 1/8 65 5 1/4 115 9 1/4 16 1 66 5 1/4 116 9 1/4 17 1 1/8 67 5 3/8 117 9 3/8 18 1 1/4 68 5 3/8 118 9 3/8 19 1 3/8 69 5 1/2 119 9 1/2 20 1 3/8 70 5 1/2 120 9 1/2 21 1 1/2 71 5 5/8 121 9 5/8 22 1 1/2 72 5 3/4 122 9 3/4 23 1 5/8 73 5 7/8 123 9 7/8 24 1 3/4 74 6 124 10 25 1 7/8 75 6 1/8 125 10 26 1 7/8 76 6 1/8 126 10 1/8 27 2 77 6 1/4 127 10 1/8 28 2 1/8 78 6 1/4 128 10 1/4 29 2 1/8 79 6 3/8 129 10 3/8 30 2 1/4 80 6 3/8 130 10 3/8 31 2 3/8 81 6 1/2 131 10 1/2 32 2 3/8 82 6 1/2 132 10 1/2 33 2 1/2 83 6 5/8 133 10 5/8 34 2 5/8 84 6 3/4 134 10 3/4 35 2 5/8 85 6 7/8 135 10 3/4 36 2 3/4 86 6 7/8 136 10 7/8 37 2 7/8 87 7 131 11 38 3 88 7 138 11 39 3 89 7 1/8 139 11 1/8 40 3 1/8 90 7 1/8 140 11 1/8 41 3 1/4 91 7 1/4 141 11 1/4 42 3 1/4 92 7 3/8 142 11 3/8 43 3 3/8 93 7 1/2 143 11 1/2 44 3 1/2 94 7 1/2 144 11 1/2 45 3 1/2 95 7 5/8 145 11 5/8 46 3 5/8 96 7 5/8 146 11 5/8 47 3 3/4 97 7 3/4 147 11 3/4 48 3 3/4 98 7 3/4 148 11 7/8 49 3 7/8 99 7 7/8 149 11 7/8 50 4 100 8 150 12 51 4 101 8 1/8 151 12 52 4 1/8 102 8 1/6 152 12 1/8 53 4 1/8 103 8 1/4 153 12 1/4 54 4 1/4 104 8 1/4 154 12 3/8 55 4 3/8 105 8 3/8 155 12 3/8 56 4 3/8 108 8 3/8 156 12 1/2 57 4 1/2 107 8 1/2 157 12 5/8 58 4 5/8 108 8 5/8 158 12 5/8 59 4 3/4 109 8 3/4 159 12 3/4 60 4 3/4 110 8 3/4 160 12 7/8 61 3 7/8 111 8,7/8 NOTES: 1. EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2. TENDON LENGTHS SHOWN REPRESENT INSIDE OF FORM TO IN51DE OF FORM. BEAM TENDON DRAPE HAS BEEN INCLUDED. 3. TOP TENDONS IN GRADE BEAMS SUPPORTING SITAR WALLS WITH HARDWARE SHALL BE OFFSET 4 INCHES FROM BEAM CENTERLINE. 07-U--12 DO SET 07-21-12 COORDINATION SET 10-08.12 PERMIT SI f No. 6064 r � r QTAI'I~ OF ti Tw S2 7- rr 07-U--12 DO SET 07-21-12 COORDINATION SET 10-08.12 PERMIT SI f No. 6064 r � r QTAI'I~ OF ti Tw S2 7- CLUBHOUSE STRAP 4 CORNERS OF TOWER w/ LSTA36 TO BEAMS BELOW. - ROOF FRAMING PLAN I11- R00F P�AN� NOTES rn I. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS I AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 92. ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. 3, BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW. 4. CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWN ON PLAN WITH A CROSS HATCHING, s 5, INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. 16. TOP AND BOTTOM CHORD BRACING SHALL x BE INSTALLED CONCURRENTLY WITH TRUSS PLACEMENT. 117. THE STABILITY OF THE FLOOR IS NOT I ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. E8. RIDGE BRACING MARKED THUS: -'." �I M = 1 IS REQUIRED WHERE SHOWN ON THE PLAN. 9. A DRAG TRUSS SHALL BE POSITIONED OVER EACH INTERIOR SHEARWALL LOCATED I WITHIN PARTYWALLS, THE DRAG TRUSS I SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN THE LOAD SCHEDULE, 10. TYPICAL CONSTRUCTION DETAILS ARE SHOWN ON THE ROOF SECTIONS, 11. DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24", 112. PLATE HEIGHT MAY VARY FROM COMMON I ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. 13. ROOF AREAS MARKED THUS: SHALL BE STICK FRAMED. 14, TRUSS ENDS MARKED THUS: —> INDICATE POINTS OF BEARING. 15, END WALL BRACING SHOWN THUS: PROVIDES SUPPORT FOR GABLE TRUSSES. 16. VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL BE 3-20 AT EACH END, MARK DESCRIPTION RT ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE GRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE HEADERS, DROP BEAMS . and EEUA BEAMS. MARK BEAM SIZE DB1 FBI H1 2-26 DB2 F132 H2 2-2x8 D83 FB3 H3 2-2x1O D84 F84 H4 2-2x12 DB5 FB5 H5 3 1/2 x 9 1/4 PSL DB6 FH6 H6 3 1/2 x 11 1/4 PSL DB7 FB7 H7 3 1/2 x 14 PSL D88 F88 H8 -- 3 1/2 x 16 PSL D89 F89 H9 3 I/2 x 18 PSL DBip FBIO H10 5 1/4 x 18 PSL SHEARWAEE LEGEND SHEARWALL 1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) EXTERIOR SHEATHI� ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OSB OR 15/32" COX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" Q.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. Na, 0 l+x-�yb CD Lj— 'bpp / xa z " rroa 9 < 'l � � e IFS; SA Wyll ria�nri�, �#�l' �21'�� ui CL Iy LL1 ui C) 0 W LL- i�ml*Lu 0 NS M AND REWSM N0, Dde DemApUmm 07-V-12 DO SET 07-21-12 COORDINATION SET 10-x-12 PERMIT SET Pr t Numbur WIM4 r1I ®y JAP ao*wBy DAB Appvmd By DM FARE Peg. # 28688 �,�ti111 t lF� �i ' No. 64164 fit DaWng ft CLUBHOUSE ROOF FRAMING PLAN 41 0 F 49 cn n NATE; REPLAN _ ®-- - -- - - o - _ NOTE r NO SLOPE 11 2A NOTE: - - - - - - _ o _ ok , NO SLOPE 3Ar �s�r3 e NO SLOPE 5A x SILL BOLTS RE: SCHEDULE 1� § ✓+ r✓ �.°✓ I c C wo t� FOR SIZE AND SPACING » I 1 SILL BOLTS, RE: SCHEDULE ° �. FOR SIZE AND SPACINGt, POST TENSIONING ANCHOR"w , ,¢x'; �r- AND POCKET—FORMER ':, t�-- SLAB TENDONSt vJ;�� ....'� FORMER STRESSING END ( 6- 2x , r ,ix x � POST TENSIONING ANCHOR WALL RE:ARCH. FOR LOCATION — 2x WALL ( o•< DRAPEa BEAM TENDONS "r DEAD END SIMILAR) SLAB TENDONS - TOP AND BOTTO I TYP. 2x WALL AND POCKET -FORMER „ TYPICAL CHAIR T (STRESSING END SHOWN - SLOPE 2B ' rix y�r�•✓,:;, {; ax' .x^x..3 z.,w C,: e:''.�e OPP WAY (3 CLEAR FRAM BOTTOM I 8 VAPOR BARRIER, x; DEAD END SIMILAR). SLAB TENDONS _- W RE: PLAN SLOPE SLAB TENDONS 9� — SLOPE LOPE SLOPE — STAB TENDONS .•"C• — — �• — — — — — — — —' — — — ` > �. I _. _ .� ... > > -. SS1 iw §,ry .�zx tta�rx k>F y ' f �' } , ; ¢t r r. a � * .,,.,.,.... ........... .............. o mow—^ _ t17 ,... , w , 1 NT PT BEAM @ DROP .. _t �- r a.,.,...ltr - 1 ¢ u_= JqUl g .^V POST TENSIQNING ANCHOR „t� `°J I • i a.a I 1 ::,;3 4 I 6 'a , .�' B Q POST TENSIONING A�IGHOR „ 1 u.11 8 6 TYPICAL CHAIR 8 ANO POCKET -FORMER TYPICAL CHAIR r"'r`, .i I _ ®o o _ _ B I 0 :. akx r i 1! yzx 3 e k �3 () (STRESSING END SHOWN - ( v `'' TYP. TYPICAL CHAIR AND POCKET -FORMER ( __" t I TYP a I TYPICAL CHAIR DEAD EN I 1 (STRESSING END SHOWN - (TYP ` ; D D SIMILAR). _ _� VAPOR BARRIER, DEAD END SIMILAR),' VAPOR BARRIER ``�-- VAPOR BARRIER RE: PLAN NOTE ` x �— I� 0» SLAB TENaONS - �_ _VAPOR BARRIER s DRAPED BEAM TENDON - - DRAPED BEAM TENDON --- 8TYR TOP do BTM » » p DRAPED BEAM TENDONS L I TYPICAL CHAIR DRAPED BEAM TENDON ;'�"`` x 'x (� CLR BTM) , EQ �� - # AKES x 2 6 ®48 o.c. CO) EQ EQ TOP ANp BOTTOM v, TOP &BTM » ( ) » 3" CLEAR FROM BOTTOM EQ, EQ, VAPOR BARRIER, 3° CLR BTM)EQ EQ ( ) RE: PLAN ( SCHEDULED f ix, kp t dA 3 t t r, i t. SCHED SCHED SCHEDIr , W161H VARIES 1A WIDTH DRAPED BEAM TENDONS 71' WIDTH VARIES 36 WIDTH ftp° xt h$tnx z wzy A „ TOP AND BOTTQ l Q. EQ.,i x xt sk'; (3 CLEAR FROM BOTTOM CH EXT. LTJ A SWI©Ifl z x•,4•.® --- c� T. PTB M EXT. PT BEAM @COLUMN EXT PT BEAM @DROP INT PT BEAM EXT. PT BEAM @CURB t. ,!A� ,!A{ . p,a t t Yx r� ® �I� �I� f �tte st ilt 7 ��' SCALE: 3/4" W 1'-O" UNLESS NOTED OTHERWISE ` �® 4 5 �� 5� f ' ` y !Z:xrk.a?:z.::?'xh°irl.kzwnbti',,y rE�4 CONSTRUCTION JOINT- CONSTRUCTION JOINT----,,. NOTE: SLAB TENDONS ca �.� NO SLOPE 0 8A Q > 1 1/2"x5 1/2" BRICK LEDGE--- � Q O R 1 w „ j', •°' X1.+'`•::1. CL 2x WALL-",` 2x WALL - 2x WALL �� f� k A / I ' POST TENSIONING ANCHOR 2x WALL RE:ARCH. FOR LOCATION 8 - 2x WALL 2-14xl'-6" 0 18"O.C. - z I ''! " • 6" AND POCKET -FORMER z / T&B TYP, (STRESSING END SHOWN / SLOPE SLAB TENDONS TYPICAL CHAIR DEAD END SIMILAR). SLAB TENDONS "o - 7__ f ,,,u...__ 2M5 CONT, --- - `_ 1'-4" VAPOR BARRIER,,, _ _ _ �. _ SEALANT 0 CONST. JOINT - _ 1 - - - _ - 0 Lm W 1 5 DwL5 x a THICKENED SLAB @ DROP •... ' �W 1°�'. CENTERLINE DRAPED I STAGGERED » ' « " 9A, 3, ;CJI ` I I ,IWW C� BEAM TENDONS T&B nP TYP, B Ii 6„ -TYPICAL CHAIR (3 CLR FROM BOT) -- I ITYPICAL CHAIR SLAB TENDONSoft 2N 5 CONT. `�' _ - TYPICAL CHAIR - VAPOR BARRIER, II 1 I ''-VAPOR BARRIER, RE: _ ®_ U) 1 P - VAPOR BARRIER II i 6» BEAM TENCENTERLINDONS�T 8 I I - 2x4 KEYWAYS CANT LAN 1 —4,' 1 1 > d1 '` , ri II TYP (3° CLR FROM BOT) (SPACE EQUALLY) �I -�`���` ° " TOP&BTMED BEAM TENDON -- (/ -/ EQ EQ II EQ . EQ EQ EQ ®� �- �' » EQ EQ 2x4 KEYWAY CONT. 6 (3" CLR BTM) SCHEDULED I� TYPICAL CHAIR ,SCHEDULED CHEDULED I TYP, - TYPICAL CHAIR SCHED --VAPOR BARRIER, RE 2-#5 CONT' VAPOR BARRIER, WI TH VARIES 0 IA WIDTH PLAN WIDTH WIDTH '- SCH ULED , 1 "-4„ WIRTH ca - CONSTRUCTION JOINT @DROP CONSTRUCTION JOINT THICKENED SLAB @DROP THICKENED SLAB EXT. PT BEAM W BRICK LEDGE ISSUE AND REVISON NO. o REPLAN 07-V-12 DD SET SLAB TENDONS » „ SILL BOLTS, RE: SCHEDULE 07-21-12 COORDINATION SET 1 1/2'x5 1/2 BRICK LEDGE 1 1/2"x5 1/2 BRICK LEDGE FOR SIZE AND SPACING 10-08-12 PERMIT SET SLOPE � S POST TENSIONING ANCHOR 2x WALL RE ARCH. FOR LOCATION 2 WALL 8 AND POCKET -FORMER (STRESSING END SHOWN - SLOPE SLAB TENDONS N7,� DEAD END SIMILAR). �"" SLAB TENDONS SLOPE SLAB TENDONS SLOPE SLAB TENDONS SLOP I ® I 6 6 B Q POST TENSIONING coo I 60 ca TYPICAL C R , TYP. TYP, AND POCKET -FORMER TYPICAL CHAIR c � I I' 6 TYPICAL CHAIR TYPICAL CHAIR "' I 2N#5 CONT. - 2ry5 CANT. cn (sTRE551NG END SHOWN - I (TYP ! I 2x WALL j° I TYP) - - VAPOR BARRIER, VAPOR BARRIER, DEAD END SIMILAR). _ ... B f --- VAPOR BARRIER _ SLAB TENDONS - I VAPOR BARRIER SLOPE i DRAPED BEAM TENDON 1 -4 1'-4" CL DRAPED BEAM TENDON , TOP &BTM TOP & BTM EQ EQ P �" O�t4 (3" CLR BTM) (3" CLR BTM) ov �AP A....�. SCHED 8"4W1 ' —� WIDTH SCHED WIDTH � By � � om �,� 1Z EXT. PT BEAM @ COL. W BRICK LEDGE ,� THICKENED SLAB @ DROP W BRICK LEDGE THICKENED SLAB @ SLOPE EXT. PT BEAM @ GARAGE F.®,I�.I.; �� 18 NOTE; o SEE PLAN FOR SLAB DROP AND SLOPE "tea #4 CONT. - 2x WALL 1 1 /2"x5 1/20 BRICK LEDGE— POST TENSIONING ANCHOR cr AND POCKET -FORMER REPLAN FOR LOC. , � = E N .�� SLAB TENDONS FORMER, (STRESSING END 2x WALL. RE:ARCH. FOR LOCATION, SLOPES DEAD END SIMILAR) GARAGE DOORPOCKET DOOR i i64 POST 7EN510NING ANCHOR 2x WALL RE:ARCH, FOR LOCATION t No. 6 8 RE: ARCH. AND POCKET -FORMER _ • Iii CIVIL BY OTHERS (STRESSING END SHOWN - -- ,; SLAB TENDONS #5 CONT, DEAD END SIMILAR). SLAB TENDONS7•,•aT/�1' C31 4,� � - _----- - - -�--• - - - - --- - - - -» _SLAB TENDONSr �. ,� , , , • "'�,� ��` f _SLOPE - _ •�,, l.C�l�1 .� �1 V IV ARS 1 of °r'°A"ny;.'°,,r'1a � X& r'' �0"' 1 Lam' '!. ,,✓ "a j " ` ;.,.:. ......9 a .A». '`— ,.».... ,.......:: NOTE: ( 6'� • » I » TYPICAL CHAIR NO SLOPE 16A #4 CONT. TYP. W TYPICAL CHAIR 6 TYP. I (TYP) FOUNDATION ..........Io VAPOR BARRIER TYPICAL CHAIR 2N 5 CONT. SLAB TENDONS RE: PLAN NQTI_' VAPOR BARRIER, - SECTIONSAND DETAILS SLOPE ""'--VAPOR BARRIER _ ' I 1�_4» i DRAPED BEAM TENDON Q - (= DRAPED BEAM TENDONS EQ, EQ' (3-cz &BTM EQ EQ TOP AND BOTTOM (3" CLR BTM) » , SCHEDULED , (3 CLEAR FROM BOTTOM) 7. SCHED WIDTH WI(STH VARIES to z EXT, PT BEAM @GARAGE DOOR THICKENED SLAB @ CURB EXT. PT BEAM W BRICK LEDGE NOT USED 18 N8 20 42 0 F 49 E POST TENSIONING ANCHOR AND POCKET -FORMER 8 FORMER, (STRESSING END DEAD END SIMILAR) c SCHED REINF — (HOOK ENDS 12") (3" CLR BTM) NOTE. REMOVE WALL_ 0 SECTION 1A EXT. RB I EQ. EQ. 3/4"=1'-0" (UNLESS NOTED OTHERWISE) N07 USED SILL BOLTS, RE: SCHEDULE FOR SIZE AND SPACING 2x WALL SLAB TENDONS `- TYPICAL CHAIR -VAPOR BARRIER, RE: PLAN #3 STAKES x 2'-6" 0 48" O.C. (TYP.) NOTE: NO SLOPE 0 ]2A r (. POST TENSIONING At NOR AND POCKET --FORMER (STRESSING END SHOWN DEAD END SIMILAR). SCHED REINF - (HOOK ENDS 12' " (L SILL BOLTS, RE: SCHEDULE FOR SIZE AND SPACING 2x WALL SLOPE "/—SLAB TENDONS 6" _T (3 CLR BTM) EQ EQ SCHED WIDTH EXT, RB COLUMN NOT USED TYPICAL CHAIR VAPOR BARRIER Mm NO SLOPE 0 3A rL POST TENSIONING ANCHOR AND POCKET -FORMER FORMER, (STRESSING END DEAD END SIMILAR) SCHED REINF — (HOOK ENDS 12") (3" CLR BTM) (DIRECTION OF SLOPE MAY VARY, SEE PLAN) SLAB TENDONS — SLOOPPE, RE; PLAN / I 6" I TYP. TYPICAL CHAIR L VAPOR BARRIER, RE: PLAN VARIES AT SECTION 3B 3 3A 313 EXT. RB @ DROP NOT USED NOTE: NO SLOPE 0 4A 1 1/2"x5 1/2" BRICK LEDGE- RE:FPLAN FOR LDC. POST TENSIONING ANCHOR AND POCKET -FORMER (STRESSING END SHOWN - - DEAD END SIMILAR). 2x WALL RE•.ARCH. FOR LOCATION SLOPE ter— SLAB TENDONS ........... ...r"" ..,� �y I 6" TYPICAL C/I TYP) T I -- VAPOR BARRIER j SCHED REINF (HOOK ENDS 12" (3" CLR BTM) EQ EQ SCHED k 8" WIDTH 4Y4 EXT. RB C� C©L. W BRICK LEDGE NOT USED 1 1/2-6 1/2" BRICK LEDGE�,=' -- (L'SILL BOLTS, RE: SCHEDULE FOR SIZE AND SPACING RE PLAN FOR LOC. Q*CkW By t 2x WALL / POST TENSIONING ANCHOR AND POCKET -FORMER /SLAB FORMER, (STRESSING END DEAD END SIMILAR) TENDONS — 1� � I 1 , "! ✓1.w°e M1r I I I.1 ® 64164 TYR TYPICAL CHAIR ( VAPOR BARRIER, RE: PLAN � SCHED REINF (HOOK ENDS 12' f #3 STAKES x 2'-6" 0 48" O.C. (3" CLR BTM) I (TYP!) NOTE. EQ' EQ' REMOVE WALL 0 SECTION 1A SCHEDULED WIDTH NOT USED NOT USED NOT USED SNOT USED SNOT USED • �.�.� r r ■ rr•r • .r it r.r ■ ■ u_ ■ ■ a gl TYP EDGE FOR �I IV cn 1 z in FORM LOWER OF TENDON WHEN BRICK LEDGE IS DEEPER THAN 1 1/2" TIE CABLES AT EVERY INTERSECTION SUPPORT ON PLASTIC CHAIR PROVIDE PLASTIC POCKET FORMER AT LIVE END - 18" MIN TAIL (FOR SLABS) 24" MIN TAIL (FOR BEAMS) CAP I v, TYP SLAB TENDON PLACE PER PLANS EQ. EQ. i BEAM TENDON BEAM TENDO I' " DRILL 1"0 HOLE THRU FORM TYPICAL AT LIVE ENDS. TENDON ANCHORS SHAM.. BE SURE -LOCK OR AN APPROVED EQUAL. DRAPED BEAM TENDON DEAD END #3 STAKES x 2'-6" 0 48" O.C. LIVE END 0" CLR sTM ) TYPICAL TENDON AND ANCHOR PLACEMENT ROUGH GRADING SHALL USE NATURAL CLAY MATERIALS NOT SAND PRIOR TO SETTING FORMS. BOTTOM BEAM TENDONS (DRAPED UP OVER A 12' TRANSITION LENGTH) BEAM TENDON END DETAIL t POST TENSIONING ANCHOR AND POCKET -FORMER (STRESSING END SHOWN - DEAD END SIMILAR). RE; DET. 14 FOR EXIT PATTERN TENDON EXIT PATTERN DRAPED BEAM TENDON (3" CLR BTM } #3 STAKES x 2'-6" 0 48" O.C. INSIDE EDGE OF BEAM (BELOW) r111_ " CORNER BAR, T&B L 30 I 30" I I I I BEAM TENDON & 16" COMPANION SLAB TENDON l -------------- oo�o�oo 1-15 VERT. HALF OF BEAM WIDTH OUTSIDE EDGE OF SLAB TYPICAL PT CORNER DETAIL (PLAN VIEW 5,y0" FINAL GRADE LANDSCAPE MATERIAL z SLOPE TDP OF CLAY AS SHOWN OVER DISTANCE NOTED TO ACHIEVE POSITIVE DRAINAGE. �- REFER FDN SECTIONS FOR BEAM SIZE 0 PERIMETER BUILDING PAD BASE PREPARE IN ACCORDANCE WITH GEOTECHNICAL REPORT BEAM BOTTOM TO BEAR 12" MIN INTO NATURAL GRADE OR AS SCHEDULED FOR COMPACTED FILL BUILDING PAD NOTE: COORDINATE FINAL GRADING WITH CIVIL AND LANDSCAPE DRAWINGS. GRADES MUST BE SET TO INSURE POSITIVE DRAINAGE AWAY FROM FOUNDATION. TYPICAL BUILDING PAD DETAIL cr) UL r -- CD ca L LLL 0 .. ® 0 w 0 ui LL_ m L1"r . ® 0 r� V 2: Lu C � L>�1 0 co ISMAKIRMSM NO. Deb Deem"= 07-7--12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET c -m 1 I c -i DT81VVI1 By ,IAP Q*CkW By t we AWovW By w RUE %g. # 64164 FOUNDATION SECTION T +DN AND DETAILS i, t TAI' OF : 44 FOUNDATION SECTION T +DN AND DETAILS i, CONT. 2x4 RIBBON NAIL W/2 -16d TOENAIL 2-6d T.P. _ — — IV RE: PLAN SHEAR PANELS NOT SHOWN FOR CLARITY AT SHEARWALLS EXTERIOR SHEATHING— LADDER TRUSS T,P. _ — — RE: PLAN 2x EXTERIOR WALL -2x WALL F 3/4" SELF LEVELING TOPPING 2x SOLE PLATE // r.LLOOR DECKING `--FLOOR TRUSS "''-2-2x BEARING PLATES 2x BEARING WALL NOTED OTHERWISE NOTE., SHEAR PANELS NOT SHOWN FOR CLARITY AT SHEARWAL-S I 2x WALL ' i 3/4" SELF LEVELING TOPPING 2x SOLE PLATE FLOOR DECKING I / 1 PROVIDE SEAT IN TRUSSES I FLOOR TRUSS 2-2x BEARING PLATES ' I 2x BEARING WALL I I I 2x SHEARWALL WHEN APPUCABLE RE: PLAN BEARING WALL -TRUSS PERPENDICULAR 2x SOLE PLATE I I 2x SOLE PLATE 2x WALL— -1 3/4" SELF I I 3/4" SELF LEVELING TOPPING i i LEVEUNG TOPPING TOENAIL 4x BRACING �► 5'-0" O.C. FLOOR DECKING BOUNDARY NAILING 2 I FLOOR DECKING - -6d (AND AT BRIDGING, TYP. I I F .1 2x BRIDGING 2x4 CONT. NAIL W/3 -16d NAIL W/2 -16d EXTERIOR SHEATHING 20 PLATE, CONT. 14" UGHT WEIGHT CONCRETE TOPPING 17�IIIli��111►1LIt? I I LADDER TRUSS W/BRACES SHEAR PANELS NOT SHOWN FOR CLARITY. AIR SPACE SEE ARCH SEE BRACING PLAN FOR PLYWOOD SHEARWALLS IN AIRSPACE 2x SOLE PLATE 1i 3/4" SELF LEVELING TOPPING BOUNDARY NAILING I I FLOOR DECKING I IA I CONT. 2x4N NAIL W/2-1 FLOOR TRUSS BOUNDARY NAILING ILO L+2 2x BEARING PLATE 2x TOP BEARING PLATE CONT 2x SHEARWALL (WIDTH AS REQID) WHEN APPLICABLE RE: PLAN 3 PARTY WALL -TRUSS PERPENDICULAR SEE BRACING PLAN FOR PLYWOOD SHEARWALLS IN AIRSPACE BOUNDARY NAILING AIRSPACE SEE: ARCH I I I I I I I I I I I I 2x WALL 2x SOLE PLATE 3/4" SELF LEVELING TOPPING FLOOR DECKING ■ FLOOR TRUSS(TYP) FLOOR TRUSS i , ' FLOOR TRUSS I FLOOR TRUSS 2x BRIDGING TOENAIL 2N16d 2O/SO-2 1 1 NAIL W/3 -16d BOUNDARY NAILING NAIL W/3NN16d I I 2-2x BEARING PLATES TOENAIL 20 CONT. 2x SHEARWALL 2-16d 2x BEARING PLATE NAIL W/2 -16d WHEN APPLICABLE 2x SHEARWALL 2x TOP BEARING PLATE RE: PLAN CONT. 2x4 C. NAIL ONTd WHEN APPLICABLE (WIDTH AS REQUIRED) RE: PLAN SHEARWALLaTRUSS PARALLEL PARTY WALL - TRUSSP LEL 2x WALL 2x SOLE PLATE 42 BRACING AT 5'-0" O.C. AND AT BRIDGING, TYP 3/4" SELF LEVELING TOPPING FLOOR DECKING HANDRAIL SEE ARCH FOR SIZE do CONNX. BALCONY TRUSS OR- BEAM- RE: PLAN T.P. _ — — — _ RE: PLAN FLOOR TRUSS 2x6 STRONGBACK, RE: SO -2 EXTERIOR SHEATHING NAIL W/ 3-16d 2x SLOPING FLAT BALCONY TRUSS 2x4 CONT, NAIL W/ 2N16d R0 -i all •win EXTERIOR SHEATHING 2x WALL— 1 1/2" LT. WT. CONC, TOPPING FLOOR DECKING -, — 2x WALL 3/4" SELF LEVELING 2x SOLE PLATE TAPPING i— FLOOR DECKING RE: PLAA BREEZEWAY TRUSS FLOOR TRUSS LAP TRUSSES OVER WALL 2-2x BEARING PLATES 2-2x BEARING PLATES 2x BEARING WALL. BREEZEWAY WALL -TRUSSES PERPENDICULAR. SHEAR PANELS NOT SHOWN FOR CLARITY AT SHEARWALL S FOR SECT 8A I 1 2x WALL- I 2x SOLE PLATE I I FLOOR DECKING 1 I I I FLOOR TRUSS I I I I 2-2x BEARING PLATES ' 1 2x BEARING WALLf' I I 2x SHEARWALL WHEN APPLICABLE RE: PLAN BEARING WALLoTRUISS EACH WAY FLUSH BEAM RE: PLAN FnR R17F SEE ARCH FOR SIZE & CONNX. 1 1/2" LT, WT. CONC, TOPPING FLOOR DECKING - OPE ' EXTERIOR SHEATHING - TRUSS FLUSH BEAM, RE: PLAN 3/4" SELF LEVELING TOPPING r FLOOR DECKING EACH SIDE- SIZED BY TRUSS MANUFACTURER INTERIOR BEARING AT FLUSH BEAM ojA FLUSH BEAM 3/4" SELF LEVELING TAPPING RE: PLAN FOR SIZE / r FLOOR DECKING BALCONY TRUSS TRUSS PERPENDICULAR SHEAR PANELS NOT SHOWN FOR CLARITY, AIR SPACE SEE ARCH SEE BRACING PLAN FOR PLYWOOD SHEARWALLS IN AIRSPACE _T I I 2x SOLE PLATE I , I 3/4" SELF LEVELINGTQPPIN BOUNDARY NAILING I I FLOOR DECKING I I CONT. 20 • NAIL W/2-1 i FLOOR TRUSS I I FLOOR TRUSS TOENAIL 2-16d BOUNDARY NAILING 2x BEARING PLATE 2x TOP BEARING PLATE CONT (WIDTH AS REQ'D) PARTY WALLaTRUSS EACH WAY EXTERIOR SHEATHING EXTERIOR SHEATHING 2x6 LEDGE CONT. NAIL TO TRUSSES W/3 -16d OR 2x Wim' 2-1/2x4" LONG LAG SCREWS 2x WALL HANDRAIL SEE 1 1/2" THICK LT. WT. 1 1 /2" LT, WT. CONC. LT. WT. CONC. TOPPING " FOR ARCH & 1 1 /2" LT, yyT, CONC, TOPPING 3/4 SELF LEVELING THICKNESS VARIES 3/4 SELF LEVELING CONNX. TOPPING 2x SOLE PLATE TOPPING (SEE PLAN) 2x SOLE PLATE TOPPING TOPPING —FLOOR DECK FLOOR DECKING FLOOR DECKING FLOOR DECKING FLOOR DECKING FLOOR DECKING SLOPE SLOPE :.:: ' 20 BANDCONT __. BALCONY TRUSS `- 2x- BLK'ING 0 HANDRAIL ANCHORAGE un -r /A" or, r , mmn , I. -I- 1-T VVI\1. 12d NAILS 0 8" Q.G. CONT. 2x4 RIBS NAIL W/2 -16d FLOOR TRUSS \-2x4 CONT, NAIL W/ 2-164 2-2x BEARING PLATES 2x BEARING WALL BALCONY WALL TRUSS PERPENDICULAR x . CONT. 20 RIBBO EXTERIOR SHEATHING NAIL W/2 -16d BALCONY TRUSS FLOOR TRUSS 2-2x BEARING PLATES BALCONY TRUSS rs,r ■ r •A w► 111 � � :- TRUSS P RPENDICULAR SHEAR PANELS NOT SHOWN AIR SPACE FOR CLARITY OFFSET FROM SEE ARCH 2x TIE. 2x SHEARWALL RE; PLAN I I �I I I I BOUNDARY NAILING I I , I i 2x SOLE PLATE % 3/4" SELF LEVELING TOPPING ' / r FLOOR DECKING r I lip,-�/ 4 ! # U- 0 07.7-12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET Dmn Bbl dAP Cheated By DAB AWvmd pry By DAB j� F.Ba1 .4 , # owl, I �i No. 64164 �-'R)mo : DLA TMe FLOOR FRAMING SECTIONS AND DETAILS ffa 1 4 1 1/2" LT. WT. CONC. TOPPING L4x4x3/8"xO'-8"� FLOOR DECD SLOPE TOPPING RE:ARCH METAL STAIRS SEE ARCH ri _ - - - - 7 BREEZEWAY TRUSS - FLUSH BEAM, RE: PLAN METAL - AIR CONNE ON . TRUSS PE DICU SCALE: 3/4" - l' -O" UNLESS NOTED OTHERWISE COL. SIMPSON CS 18 WOOD BEAM WOOD BEAM STRAP x 24w W RE: PLAN 3 [-RE: PLAN w n 10-8d NAILS 0 EA. SICE \ SIM F COLUMN TO BEAM �SIMPSON CC COL CAP W/ 5/8"0 BOLTS 5T OR SOLID WOOD ID PACK COLUMN FLUSH BEAM RE: PLAN L443�8xO'-8" W/2-5/8 0 BOLTS 1 1/2' (MIN.). -� CONCRETE TOPPING FLOOR DECKING -, MAX. - BREEZEWAY E__--- TRUSS 2/ VNL4x4x 3/8 " x01-8" FACE MOUNTED HANGER EACH SIDE- SIZED BY TRUSS MANUFACTURER METAL - STAIR CONNECTION AT LANDING TWIMIS w ■ w rr w IA a� a, 2-2x BEARING PLATES 48" MIN, LAP 16-6d NAILS, STAGGERED AND/OR SHEARWALL BEARING PLATE SPLICE METAL STAIRS SEE ARCH. CE IN TOM PLATE MR ROOF 2-20 BEARING PLATES 16" O.C. K4 CRIPPLES 2x PLATE M REACTION POINTS FOR BEAMS AND TRUSSES _ _ -_ 2X- PLATE NOT USED� NOT USED � NOT USED rlA NOT USED EXTENT OF HEADER, (SEE PLAN FOR PORTAL FRAME MD ) FULLY SHEATH HEADER & WALL ABOVE AS SW1 FASTEN PLYWOOD SHEATHING TO - LSTA24 STRAP HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AND AT 3" O.C. ALONG ALL STUDS AND SIDS, TYP ,LSTA24 STRAP ON BACKSIDE, TYP p P p�Y MIN. (2) 2x4 TV `' WHEN REQUIRED, SHEATHING SPLICE MUST OCCUR WITHIN �ran�E " 18" MIN, 24 OF MID -HEIGHT HOLDOWN ' .y , STHD 14 HOLDOWN, TYP RE- PLAN 5/8- ANCHOR BOLT- 7 - EMBEDMENT w/ 2"x2"x3/16" WASHER & NUT PLYWOOD PORT P E -w ONE END EXTENT R. (EXTEND TO WALL WIDTHS, OR A MIN 18" PAST OPENING) il- '' lll\- NOT,fl WALL CEED SPACING HEADER WITH 8d COMMON NAILS IN � 3" GRID PATTERN AND AT 3" O.C. �° ALONG ALL STUDS AND SILLS, TYP NAIL W/ 3-16d LSTA24 STRAP ON BACKSIDE, TYP WINDOW HEADER — RE: PLAN 1-CS18x30 STRAP, TYP. I I SHEATHING SPLICE MUST OCCUR I ( WITHIN 24 OF MID -HEIGHT 2x KING STUD -+—DOUBLE STUD - y�"S-Y [' 5/8- ANCHOR O- 7" I AT SP GREATER I I EMBEDMENT w�2I�Tx2"x3/16" 16" O.C. K4 CRIPPLES 2x PLATE M REACTION POINTS FOR BEAMS AND TRUSSES _ _ -_ 2X- PLATE NOT USED� NOT USED � NOT USED rlA NOT USED EXTENT OF HEADER, (SEE PLAN FOR PORTAL FRAME MD ) FULLY SHEATH HEADER & WALL ABOVE AS SW1 FASTEN PLYWOOD SHEATHING TO - LSTA24 STRAP HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AND AT 3" O.C. ALONG ALL STUDS AND SIDS, TYP ,LSTA24 STRAP ON BACKSIDE, TYP p P p�Y MIN. (2) 2x4 TV `' WHEN REQUIRED, SHEATHING SPLICE MUST OCCUR WITHIN �ran�E " 18" MIN, 24 OF MID -HEIGHT HOLDOWN ' .y , STHD 14 HOLDOWN, TYP RE- PLAN 5/8- ANCHOR BOLT- 7 - EMBEDMENT w/ 2"x2"x3/16" WASHER & NUT PLYWOOD PORT P E -w ONE END EXTENT R. (EXTEND TO WALL WIDTHS, OR A MIN 18" PAST OPENING) il- '' lll\- - FASTEN PLYWOOD SHEATHING TO x r HEADER WITH 8d COMMON NAILS IN � 3" GRID PATTERN AND AT 3" O.C. �° ALONG ALL STUDS AND SILLS, TYP LSTA24 STRAP ON BACKSIDE, TYP MIN. (2) 20 TYP, WHEN REQUIRED, PLYWOOD SHEATHING SPLICE MUST OCCUR 18 MIN, � WITHIN 24 OF MID -HEIGHT TYP J-11 STHD14 HOL.DOWN 4 PER TWE y�"S-Y [' 5/8- ANCHOR O- 7" '• EMBEDMENT w�2I�Tx2"x3/16" WASHER & NUT PLYWOOD PORTAL FRAME- Z ENDS 2x6 BLOCKING BELOW EDGE OF COL. BASE r 2x6 BLOCKING ATTACH TO TRUSS W/ 12d NAILS 0 4" O.C. PLAN VIE1N BEARING WALL COL. ABOVE DROP BEAM BELOW BALCONY TRUSSES 2x4 BAND TYPICAL BALCONY COLUMN SUPPORT DETAIL FRAMED COLUMN EXTERIOR SHEATHING - \ T.P. _ RE: PLAN SECTION A -A 2x6 BLOCKING ATTACH TO TRUSS W/ 12d NAILS 0 4" O.C. 1 1/2" THICK (MIN) LT. WT, CONCRETE TOPPING TFLOOR DECK 2x4 BAND BEYOND LBALCONY TRUSSES �- 2x6 BLOCKING 1 r�yx 4r x r �C %�f.W'Fy,�. tY �1 �"► '.� i` �1A 4i ',; �. y�"S-Y [' Y 4u?� dr Y�� � '• tl SrrVt i 21. ?' \ <„y i� k xC.�'dt ryq �: J 8 07-U-12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET ����tt1i tr err', f Ip N .6,4164 =° gTATE.O ♦ � yy '♦ tit4M�♦ i "IN r» FLOOR FRAMING SECTIONS AND DETAILS o'az ` Y8 5 t {fz z r r BOUNDARY NAILING BOUNDARY NAILINGr 12 n v.wrdt c 2Sfz°3s`"' r"ry z�ytfl 1, r z delPz s ru - H2.5A pp� .5A N j i ltv�' rt 1S f M m is fi �rL FASCIA ROOF DECK FASCIA 48" ROOF DECK ROOF TRUSS 49 O.C. RE: ARCH. RE: ARCH. , � ��� ROOF DECK / ROOF DECK -' 2x6 BLOCKING�w.x 92 .:. �' _--T„- -�. . •—• — ___ _,..—_ .._ .. �_�._�—�._.--r—'--r.--^._ ,—�.—'�—•—_--'=rcrr.� ,..%' { 2'E � z(” ;wY 'i`fx�,,c� i�w^ r "". ,;.tz V. BETWEEN TRUSSES ~. DRAFTSTOP 2x4 LADDER FRAMING ��, 2xELADDER OFRAMIN& �� . i F SECURE TO G -E. w/ RE: ARCH. u. FOR SHEATHING 2x4 DIAGONAL BRACING, s Y IST TRUSS w/ 1qd `�, PER BRACING SGHED. t Od NAILS 0 9 O.C. �. C ROOF DECK - r BOUNDARY NAILING `-.� NAILS ® 12" O.C. BOUNDARY NAILING z" r. 2x_ BLOCKING - Y Ai BETWEEN TRUSSES - SECURE G.E. TO ` SECURE D.T.G. G.E. TO fi CL WALL/BLOCKING w � WALL/BLOCKING w/in 10d NAILS 12" Q.C. 10d NAILS 12 O.C. a [�A,(-�'� � n1 ..., .... _ _ _ .,s ::. — _ � � � — — — — '-' �' � a vrt.a s�fa'� �"z•� ��, �tS� atw F>. s sib r n l ROOF TRUSS ROOF TRUSS ROOF TRUSS ll�RQQF TRUSS 2-2x4 PARTYWALL ROOF TRUSS t Y EXTERIOR SHEATHING K �- w/ CONT. 2ND PLATE�fY tF.P�S EXTERIOR WALL CONT, TO TOP CHORD a EXTERIOR WALLA 2x4, CONT. 2x4 BRACING PER 2x4 BRACING PER k 0 EXTERIOR WALL 2x4 CONT. H2.5A, TYP. H2.5A, TYP. t1. re � RE: CONNECTION SCHEDULE 4/SO-2 RE; CONNECTION SCHEDULE 4 SO -2 CL NAIL w/ 1Od SCHEDULE-- SECURE NAIL w/ 1Od SCHEDULE- SECURE RE: C TYP. / / 12 O.C., MAX. Thss, 16d EACH 12 O.C., MAX. RE` CONNECTION s TR N w/ 2-16d 0 EACH SCHEDULE 4/SO-2,E USS TYP. USS TYP. , � ND TR GABBLE END TRUSS PARTYWALL TRUSS PERPENDICU ��'�' TRUSS AT EXTERIOR WALL � HIICi� i�EEL TRUSS AT E�Ci'ER�CR WALL CAE�LE E USS - �� �'� � � r = 1 SCALE 3 4 0 1 -0 UNLESS NOTED OTHERWISE SCALE 1 2 = 1 -0 UNLESS NOTED OTHERWISE SOFF7f EXTENSION 12 OR LESS k SOFFIT EXTENSION 1370 30 ^x:. akn '"" u , rcnm, x v ✓n r'0m ,.r' r NAIL SIZE AND SPACING TO MATCH SHEARWALL ROOF DECKING ROOF EDGE NAILING BOUNDARY NAILING 10d � 16" O.C. ROOF DECKING 10d 16" O.C. ROOF BOUNDARY NAILING ROOF DECKING - . R LILA23 SEE 15/SO-2 ROOF TRUSS ROOF DECK ROOF DECKING ROOF TRUSSES 2x4 DIAGONAL BRACING C) --- ROOF TRUSSES . PER BRACING SCHED. r QP ROOF - R ARCH. 1.... BLOCKING IN TRUSS DRAG TRUSS AS REQ'0. VALLEY TRUSS FOR THING I 0 W ROOF TRUSSES OFFSET DRAG TRUSS ., � TRUSS IF SHOWN ui ON ROOF PLANS DRAFTSTOP WHEN DRAG TRUSS DRAFTSTOP WHEN ROOF DECK I ry W SHOWN ON ARCH SHOWN DRAWINGS WINGS a 2x10, CL tOd a, 2x BLOCKING 2x4 BL'KING CONT, 16" O.C.,`, .- �,:- Q- � ®72" O.G. � � 072" Q.G, � �;; STAGGERED �r,�,<:�,,�� - ' 2-16d 16d 0 2 O.G. --- NAIL SIZE AND SPACING BOUNDARY NAILING IOd 0 16 O.C. BOUNDARY NAILING ROOF TRUSS ROOF TRUSS TO MATCH SHEARWALL 7 1/4" MAX. 2-20 PARTYWALL BOUNDARY NAILING2x SHEARWALL 2-16d 2x SHEARWALL HANGER BY GIRDER TRUSS w/ CONT. 2ND PLATE 2.5A. TYP. 0 TRUSS MANUR RE: CONNECTION 20 BL'KING SCHEDULE 4/SO-2 072" Q.G. C TRUSS ATP ALLICAL D G TRU DR®P 'TRUSSH YV'ALL AT P LEL ID t� TRU g I EIS TRU rel VE INS ;=m=R ISE S NO. ROOF DECK TO BE 80UNA{ 2x4 DIAGONAL BRACE (DB) TYP. FASCIA NAILINGOT-U-12 DD SET AT EACH END WALL & 0 24'-0 a " INSTALLED CONCURRENTLY oaro�c ROOF DECK MAX. INTERVALS ALONG EACH w/ TRUSS INSTALLATION ROOF DECK RE: ARCH, 07-21-12 COORDINATION SET LATERAL WEB BRACE. ROOF DECK - _ - - - 10-09-12 PERMIT SET - -`� � - CONT. LATERAL WEB BRACE F F Tq� SECURETOTO G.E. Iw/ AS REQUIRED BY TRUSS QR �F 2p S �r 10d NAILS 8" O.C, DESIGN OR FOR ERECTION. '# CB RIDGE I �� BRACE r' WEB MEMBER OF ROOF TRUSS I ROQF ,a I TRUSSES� I "DTC" CUP AT (1) LTB (AS READ. a BY DESIGN) GB OT OTC SIDE OF BTM. CHORD 0 +4� 2-16d EACH END o 1�: CONT. BOTTOM - ROOF TRUSS " DfaTnNn By ,IAP CHORD BRACE FOR SPACING 2x4 BLOCKING ROOF TRUSS GIRDER TRUSSOOF TRUSS 2x NON-BEARING WALL � 72 O.C. NON-BEARING WALL2x4 DIAGONAL BRACING CB =TOP OR BOTTOM CHORD BRACES PER BRACING SCHED. HANGER BY BY DM LTB = LATERAL TRUSS BRACE TRUSS MANUF, AWoM By OAB RID.GE BRACIN.G- TRUSS PERPEDI.CULAR TRUSSCHORDSCINC NOWNC WALLTRUSS PE NON -SEARING WALL- TRU PARALLEL SUPPORT CI - T U PERPENDICULAR FRRE Reg. �� a ROOF EDGE NAILING ROOF DECKING ROOF DECKING rr rr ROOF EDGE NAILING y ' F_'N 20 WALL STUDS 0 16" Q.C. OPEN FACE JACKS ARE �" � *� ' 2x4 BLOCKING ACCEPTABLE TO 7' SETBACK EXTERIOR SHEATHING BETWEEN STUDS SECURE W/ 3-12d TOENAILS ,.41 ,. FjTAj'C OF 4 4 LOW ROOF TRUSS POCKET - {' EXTERIOR SHEATHING :� •,� �, ;, STANDING SEAM METAL ROOF OVER BELT BEAM & SECURE 2x BLOCKING BETWEEN 2x4 WALL " ,.f��S'........... TO WALL STUDS (16- O.G.) w/ r -- ROOF TRUSSES STUDS 0 16 O.C. " �'�.�,a'�'c�,N��.�1ti4w� ROOF DECK .- VALLEY tOd NAILS 4 O,C, , .�` SECURE W 16d 0 $ O.C. i`1i1'�I a l'`�,""� TRUSS ROOF DECKING / BOUNDARY NAILING CONT. 2x4 RIBBON 2X4 HEDGER, S CURE �� W i6d � 9 O.G. NAIL W/2 --16d 2x_ BLOCKING �,. � ROOF DECK r � DmwkvTw BETWEEN TRUSSES 5- ROOF FRAMING aCL GIRDER TRUSS ' J SECTIONS AND DETAILS _ 0 24" O.G. o f H2.5A CUP fig °50^ ROOF TRUSS H2.5A CLIP FLOOR TRUSS ROOF TRUSS SECURE BTM CHORD W/ ROOF TRUSS Admilh, mm. HANGER BY BELT BEAM RE: PLAN 3-12d TOENAILS 2-2x_HDR. 2x BEARING WALL EXTERIOR WALL TRUSS MANUF, GIRDER TRUSS APRh H2.5A, TYP, DROP BEAM RE: CONNECTION SCHEDULE 4/SO-2 RE: PLAN (jj��SUPPORT CI ER -TRUSS PERPENDICULAR 30 LOW ROOF FRAMING W/ FLOOR BEAMTRU AT EXTERIOR DROP(,,)GABLETRUSSv/CVE RAMING LOW ROOF FRAMING Ly 46OF 40