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HomeMy WebLinkAbout1000, 2000, 4000, 5000, 6000, 7000, 8000, 9000, 10000, 11000, 12000, 13000 Solstice Lp (a)_ _ __ _. __ __ __ - - - - - , 1, I `�. - - I - . 1 , a -. ' `' ?a� x� a �'�8 r ' t` a �� ,d. wGz ,ND��2 ro �r r - ,! " Yy z r1' , 4 it �a iG e, E� ' _ ax K �x a�. rig' rc✓i P� ,`��.�,�. , e + i r + BULDING PAD 1� + P i � QLI�II+i �C� �q�� � a J z, a.. is�.r y°a naw �,�ii `."" "',Alp,"s, {t� 1`t l `� ` 1 g � + p i a wyk YACs r, r s r [. r fu 1 e pi) � 1 �'.0 IO 1 1,1 r i t b, ,65,E �"�� ��pa,�y.;�'a 4 ty� a 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING 1. DESIGN AND CONSTRUCTION OF POST -TENSIONED SLABS - ON -GRADE 1. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BA5 ON A U i, THE STAIR FRAMING AND CONNECTIONS DETAILING, INCLUDING TREADS, r a ,�52AA ... r. D'A _ r�; �, ED 1. THE STIR CTURAL ENGINEER SHALL INSPECT THE ERECTION OF THE WOUD i. "PSL" LUMBER SWul BE FABRICATED FROM LONG, THIN STRANDS OF EfIIIER STRINGERS, LANDINGS ANO HANOE7AILS SHALL BE SUBMTTTEO TO ENGINEER:, r�-�a' 'z ,,� " ,"x�'"'x A CODE (ABC 2010) WEEN CITY OF SANFORD AMENDMENTS. SHALL BE IN ACCORDANCE WiTH POST -TENSIONING INSTITUTE. REPORT PREPARED BY NOaARSE &ASSOCIATES FRAME INCLUDING WALL FRAMING, SHEAR WALLS, WOOD TRUSSES, AND „x �sr� • , } ,� EASTERN OR WESTERN SPECIES WOOD BONDED TOGETHER WiTH A MICROWAVE FOR HIS REVIEW. THE STAIR SHOP DRAWING WITH SUPPORTING DESIGN , , �a aw r r t r 1 , 2. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES 2. ALL POST - TENSIONING TENDONS SHALL BE LO -LAX AND ANCHORAGES SHALL REPORT Na. H1115492 DATED APRIL 4, 2012 PLYWOOD DECKING. PROCESS, SHALL BE SEALED BY A REGISTERED ENGINEER. ;1 ''' w ;<' �" ;, `1 , t r ,1 FOR 135 MPH WIND (3 SEC GUST), EXPOSURE B, FQR RISK CATEGORY II BLDGS» CONFORM TO REPORT NQ. AG 423-34-83, TENDONS SHALL BE FABRICATiI) 2. THE GONTRAC7QR SHALL PERFORM EXCAVATIONS FOOTING CON U x �f;: * d3.;aJ,,H �'`''', "'`' { "x, ` STEL CT1ON, 2. THE GEOTECHNICAL CONSULTANT SHOULD EXAMINE EACH FOOTING IXCAVAl10N 2. EASTERN PSL" LUMBER MAY INCLUDE SOUTHERN PINE OR YELLOW POPLAR. 2. HANDRAILS AND GUARD SHALL BE DESIGNED IN COMPLIANCE WITH ' ,;r, `VA- ". sy 1 I.,tea y4 "' AND AS SPECIFIED IN THE ABOVE REFERENCED CODE, FROM 1/2"0 270 ksi STRAND MEETING ASTM A-416. AND PREPARATIONS OF THE COMPACTED FILL UNDER THE SLAB - ON - AND FILL TO DETERMINE THAT THE PROPER DESIGN REQUIREMENTS HAVE BEEN WESTERN PSL" LUMBER MAY INCLUDE DOUGLAS FIR, LODGEPOLE PINE, IBC1607.7.1, TO RESIST A 50 PLF LIVE LOAD ALONG TTS TOP EDGE AND A ' '" `° " ; 3. THE DESIGN .DEAD LOADS ARE AS SHOWN ON TRUSS LOADING DIAGRAMS 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 si GRADE IN ACCORDANCE WITH RECOMMENQATION5 CONTAINED IN THE REACHED, THIS INSPECTION SHOULD BE PERFORMED PRKDR TO THE WESTERN HEMLOCK, OR WHiTE FIR. NON-CQNCURRANT 200# CONCENTRATED LOAD, APPLIED IN ANY DIRECTION, "',' 3 F-- ( rfi, - t p GEOTECHNICAL REPORT, PLACEMENT OF THE SLAB REINFORCEMENT IN THE EXCAVATION. INSPECTION p " � is , a '", ,rvJ1 , s . ,r(./? ' , . ON THE SCHEDULE SHEET, THE CODE RECOMMENDED LIVE LOADS ARE AT TIME QF FULL STRESSING, AND 3,000 psi AT 28 DAYS. WATER CONTENT ,s ��,W" Fj' "yw�, OF THE FOUNDATION REINFORCEMENT FOR THE SLAB POUR SHALL BE 3, PSL LUMBER SHALL BE FABRICATED IN PARALLEL STRANDS IN CONFORMANCE 3. DEFERRED SUBMITTAL SHALL BE SUPPLIED FOR PRE -FABRICATED METALµ jj I $z` AS FOLLOWS: SHALL BE CONTROLI�D AND MINIMIZED; OTHERWISE, CRACKING DUE TO 3, THE FOUNDATION FOR THE STRUCTURE HAS. BEEN. DESIGNED FQR THE WITH NER 292. STAIRS AND STEEL CANOPIES. ,x $ �a, r ,s �', Ft "1 F`'{`c SHRINKAGE WILL BE EXCESSIVE. PERFORMED BY THE STRUCTURAL ENGINEER PRIOR TO PLACING OF CONCRETE �1 PUBLIC AREAS .... . .... . ......... . .. 100 psf FOLLOWING ALLOWABLE SAIL BEARING PRESSURES: IN EACH POUR, ; ,'z r, lx n, &a.. �;S�CY7 x ' ; ROOF ,0 P 4. THE LOCATION OF CONSTRUCTION JOINTS AS DETAILED ON THE CONTT�ACT TOTAL LOADS ... ...... 250E 4, GLUCAN (GL} BEAMS SHALL BE FABRICATED FROM LAMINATED 2x LUMBER x=a I' s ` ,�;'',kM ' `r t RESIDENTIAL FLOOR 40 sf 3. THE GEOTECHNICAL CONSULTANT SHOULD MONITOR THE DEGREE OF ACCORDING TO STANDARDS SET FORTH IN NDS AND OTHER APPLICABLE CODES. ,w BALCONIES... , ........ , • ... , .. 6p P DOCUMENTS MAY NOj BE CHANGED WITHOUT APPROVAL FROM ENGINEER. ti' 4 ; .� , i; I COMPACTION OF THE FILL FOR THE SUBGRADE BENEATH THE SLAB - ON - 5, THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN STRESSES: ,= m r,, �. pw�< 5. TENDONS AND REINFORCING BARS SHALL BE TIED AT ALL INTERSECTIONS• 4, THE POST - TENSIONED SLAB - ON - GRADE WAS DESIGNED IN ACCORDANCE GRADE ANY AREAS QF WEAKNESS SHOULD BE REWORKED ACCORDING TO " " " " E `„ i,j r ` w T, " I s F " '� f z Y , 4. LIVE LOAD REDUCTIONS FOR THE STRUCTURE ARE IN STRICT ACCORDANCE TENDONS SHALL BE SUPPORTED ON CHAIRS AT NO MORE THAN 4 FEET O.C. WITH THE FOLLOWING PARAMETERS: CONSULTANTS RECOMMENDATIONS. i, STRUCTURAL STEEL ROLLED SHAPES SHALL. CONFORM TO ASTM A36. Ft . ; r 5 e ' WiTH THE AFOREMENTIONED CODE. REBAR SF4Ul BE ADEQUATELY SUPPORTED. DARE SLIALL BE USED DURING ' § t„ , ,``,,a„ > r„� ;, a, DIFFERENTIAL SETTLEMENT <1.0 INCH 4. ATTERBERG LIMITS TESTS OF ALL MATERIAL TO BE USED AS COMPACTED FILL a. SHEAR MQDULOIS OF ELASTICITY (G) .,».... 125,000 psi ..,,» 125,000 ei 2. STRUCTURAL STEEL TUBES SWALL• CONFORM TO ASTM A500 GRADE B. , ; s � ,, , %', ,} - ,,xbb� ; , I ' PLACEMENT OF CONCRETE SO THAT POSITIONING OF TENDONS AND SUPPORTS P ,, , ,n} M , 5. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE MAINTAINED. UNDER THE SLABS - ON -GRADE SHALL BE PERFORMED, 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE, szl,"" " .y ", a o RESPONSIBILITY OF THE CONTRACTOR. THE GONTTRACTOR SPIAL TAKE ALL b, MODULUS OF ELASTICITY E 2.0x10^6 si ,,, 2,Ox10 6 si ON PIANS. ` NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE 6, AT DEAD ENDS, TENDON SHEATHING MAY BE CUT BACK AS MUCH AS 12" 5. COMPACTION TESTS OF EACH LIFT OF COMPACTED SOILS SUPPORTING . ALL FLEXURAL STRESS (fb) ........._.....,,... .. 2,900 psi ......,., 2,400 pal p p I K, <� t� ° r "' 4, UNLESS NOTED OTHERWISE, INSTALL 22 a x 7 8 CORRUGATED BRICK TiES 3 SLABS - ON -GRADE SHALL BE PERFORMED, 9 / 1 aq s F- �, � k ' Y STRUCTURE A7 ALL STAGES QF CONSTRUCTION. FROM THE ANCHORAGE AT STRESSING ENDS, SHEATHING MAY BE CUT BACK l G c, COMPRESSION PERPENDICULAR TQ INTO MASONRY AT SPACING NO GREATER THAN 16" HORIZONTAL AND VERTICAL , b I> W. 'i ` .s6, ` 6. REFER TO THE ARCHTTEG'TURAL„ MEGHIWICAL, ELECTRICAL, ANO PLUMBING A MAXIMUM OF 2". FQR PATCHING OR REPLACEMENT OF SHEATWING, TAPING 5, EXCAVATIONS FOR FOUNDATIONS SHALL BE CIEANQ? AND HAND TAMPED TOA 6. CONCRETE CYLINDER TESTS AND SLUMP TESTS FOR FOOTINGS, GRADE BEAMS, GRAIN AND PARALLEL TO WIDE ,,..,, r ":.., sCT� R ,M,,, �;, IS SUFFICIENT. UNIFORM SURFACE. FOOTING EXCAVATIONS SHALL HAVE THE SIDES AND 5. ANCHOR BOLTS, DOWELS, AND OTHER EMBEDDED ITEMS SHALL BE SECURELY I�,..: ; „ x � x? "s DRAWINGS FOR SLEEVES. CURBS, INSERTS, ETC, NOT SHOWN ON STRUCNitAL BOTTOMS TEMPORARILY LINED WiTH 6 MIL VISQUEEN IF PLACEMENT OF SLABS - ON -GRADE, SHALL BE 2 CYLINDERS PER 50 CUBIC YARDS. FACE OF STRANDS (ic) ......................»,...........750 pai ............740 psi TIED IN PLACE BEFORE CONCRETE IS POURED, rl^ ,>F, °i ``' °`° �:., DRAWINGS. 7. CONCRETE SHALL BE WELL CONSOLIDATED IN THE VICINITY OF END ANCHORAGE. CONCRETE DOES NOT OCCUR WITHIN 48 HOURS OF THE EXCAVATION OF THE 7. THE STRUCTURAL ENGINEER SHOULD EXAMINE THE TENDON PLACEMENTS AND d. COMPRESSION PERPENDICULAR TO # ; , irf >yx , `..I .Y� ji7'i` 'M FOOTING. REBAR IN THE SLAB POURS TQ THE PLACING OF THE CONCRETE. GRAIN AND PERPEND�ULAR TO WIDE A � . , ;" i `•a,a t I xr .' w,� ,� , D 7. THE USE OF REPRODUCTIONS QF THESE CONTRACT DRAWINGS BY ANY 8. TENDON FORCE VARIATIONS INDICATED BY GAGE PRESSURE AND ELONGATION IN WIDE FACE OF STRANDS (fc) .......................... 525 psf ............ 525 si f �1 CONTRACTOR, ERECTt7R, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF EXCESS OF 7 PERCENT SHALL BE REPORTED TO THE STRUCTURAL ENGINEER, 6. FOUNDATK?N CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM 8, ALL BOLTED OR NAILED CONNECTIONS FOR HOLDOWNS AND STRAPS SHALL BE p n . ' , - ;; -w PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE VISUALLY INSPECTED BY STRUCTURAL ENGINEER» e. COMPRESSION PARALLEL TO GRAIN fc ........ 2,900 si ......... 2,400 sl `"" I$A . I&,T,`r, 0. ,�` "' ; ,, INFORMATION SHOWN HEREON AS CORRECT, AND DELEGATES HIMSELF TO ANY 9• STRESSING OF TENDONS SHALL BE CONDUCTED AS FOLLOWS: ( } p p ' s a % � µ � a % , STRUCTURAL ENGINEER ANq / OR THE GEOTECHNICAL ENGINEER BEFORE, a< I G r F JOB EXPENSE, REAL OR IMPLIED. DUE TO ANY ERRORS THAT MAY OCCUR a. TENDONS LESS THAN 100 FEET IN LENGTH SHALL BE FULLY FURTHER CONSTRUCTION IS ATTEMPTED, f. HORIZONTAL SHEAR PERPENDICULAR TO f. 1. CONCRETE 15 Tp BE PLACED AT THE STRENGTH AND SLUMP AS SHOWN IN "' `` `7"° 'S ,<" x'' '' �,"' ^' � im1 .' ; y ° HEREON. WIDE FACE CiF STRANDS fv 290 si 29Q si THE STRUCTURAL SPECIFICATIONS AND SHALL BE PLACED IN ONE CONTINUOUS T ° , i , ,, ° F S ° WITHIN 3 DAYS AFTER CONCRETE PLACEMENT AND MINIMUM CONCRETE O p i _....•..... p COMPRESSIVE STRENGTH IS 2,000 sl 7. GENERAL CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER 48 HOURS IR , r:k, 8. ALL MATERIALS AND WORKMANSHIP CONFORM TO THE DRAWINGS ANa P + OPERATION (MONOLITHK:) UNLESS OTHERWISE SPECIFIED ON PLANS. ""s " """ PRIOR TO PLACEMENT OF CONCRETE IN THE FOUNDATIONS. 9. HORIZONTAL SHEAR PARALLEL TO x ,f, r" �r SPECIFICATIONS AND TO THE LATEST EDITION OF THE BUILDING CODE, 11 WIDE FACE OF STRANDS fv „ 210 sl 2, IT IS THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR TO EXERCISE CARE"a`.'''`` �r°� "' b. TENDONS GREATER THAN 100 FEET IN LENGTH SHALL BE PARTIALLY 6. H C () P ' 210 psi �4a°IyA "`` '' STRESSED TO 25% OF FULL STRESS WiTHIN 24 HOURS OF CONCRETE 8. 'IF THERE IS SEEPAGE IN EXCESS OF ONE INCH (1"), THE FOOTING EXCAVATION EAl UTS ON BEAMS MUST NOT OVERHANG INSIDE FACE OF SUPPORT IN ORDER TO PREVENT DISPLACEMENT OF THE TENDONS DURING CONCRETE , I"" °; 9. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS, ANY SHOULD BE PUMPED DRY. 1. DECKING FOR ROOF SHALL BE 15 32" PLACEMENT. ," , h I r 1-„ DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. PLACEMENT. FULL STRESSING OF THESE TENDONS SHALL OCCUR / THICK GDX PLYWOOD OR O5B MEMBER. z; ,,,, y , �4 STANDARD C -D INTERIOR GRADE WiTH EXTERIOR GLUE WITH PANEL SPAN i l" r ,"a.r S WITHIN 3 AND 4 DAYS AND MINIMUM COMPRESSIVE SiRENGTH IS 9. ALL BACKFILL SHALL BE PLACED AND COMPAC1ED IN 8" LIFTS OR AS 3. CONCRETE 5F4U1 BE UNIFORMLY PLACED, VIBRATED, AND CONSOLIDATED~ s' r x ka J J , c µ 10. THE COMW1(,'TDR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION 2,000 psi. SPECIFIED IN THE GEOTECHNICAL REPORT. RATING OF 32/16. 7. "PSL" MEMBERS SFWl BE FABRICATED WITHOUT CAMBER. GLUCAN MEMBERS AROUND ANCHORAGES AND AT GARNERS, ETC. 50 AS TQ ELIMINATE POCKETS =�, x tG ,t�+.a! f,bs,3; tf ,w a, ,,y PROCEDURES INCLUDING LAGGING, . SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDaWCE WITH ALL T0. THE JACKING FORCE IN THE 1/2" DIAMETER LO RELAXATION PRESTRESSING 10. FILL SHALL BE PER SOIL REPORT RECOMMENDATIONS. 2. DECKING FOR FLOORS SHALL BE 23/32" THICK T&G APA RATED PLYWOOD SHALL BE CAMBERED TO REMOVE DEAD LOAD DEF". ECTiON. OR VOIDS. MECHANICAL VIBRATORS SHALL NQT CONTACT THE TENDONS OR "" "''r"'s" .1 ' NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. STRANDS SHALL BE AS FOLLOWS: STANDARD C -D INTERIOR WiTH EXTERIOR GLUE OR ORIENTED STRAND BOARD 8. THE "PSL" AND "GL" MEMBERS SHALL BE PROTECTED FROM THE WEATHERVX�$ „_a.,x..a <<m�WF,^Yl...il.a,: 3,•sx,a ANCHORS. cp 11. STRUCTURAL FILL UNDER FLOOR SLAB, BALCONIES, AND PATIOS SHALL HAVE A (OSB) (STURDY FLOOR) WITH PANEL SPAN RATING OF 48/24. INSTALL WHILE IN STORAGE. CARE SHALL BE EXERCISED DURING HANDLING TO a+/r► 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF a. INITIAL JACKING FORCE (0,80 Fpu) = 33 kips PLASTICITY INDEX AS SPECIFIED IN THE SOILS REPORT. FILL SHALL BE DECKING WITH FACE GRAIN ACROSS SUPPORT, PREVENT DAMAGE TO THE SAME TRADES ANO SHALL CHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS CONTAINED IN THE SOILS b. FINAL JACKING FORCE (0.75 Fpu) - 31 kips 3. PLYWOOD SHEATHING FOR CHIMNEY CONSTRUCTION AND OTHER MISCELLANEOUS CALLED TO THE ATTENTION OF THE ARCHITECT AND BE RESOLVED BEFORE REPORT. USES .SHALL BE 5/8" THICK, EXTERIOR GRADE. ~ o PROCEEDING WiTH ANY WORK. THE POST -TENSIONED SLAB - ON -GRADE DESIGN IS BASED ON 12. SUBGRADE SOILS SHALL BE SCARIFIED 70 MINIMUM SIX INCHES DEPrTH. PROOF " i1 91 PRESTRESSING LOSSES NOT EXCEEDING 20% QR 4,59 ki a PER TENDON 4. GYPSUM .SHEATHING FOR SHEARWALLS SHALL BE 5/8 THICK AND FREE OF ZX _ 12, ANY REFERENCE TO CODES OR SPECIFICATIONS SHALL BE WiTH RESPECT TO EXCLUDING SEATING AND FRICTIONAL LOSSES. P ROLLED AND COMPACTED TO BETWEEN 957K TO 100% OF STANDARD PROCTOR IMPERFECTIONS AND CONFORM TO ASTM C79. 1. THE STRESSING OPERATIONS MUST BE PERFORMED BY AND UNDER IMMEDIATE �, CURRENT EDITIONS OF THE SAME. DENSITY (ASTM D-698), ALL UNSUITABLE MATERIAL AND SOFT SPOTS SHALL l p SUPERVISION OF PERSONS EXPERIENCED AND QUALIFIED IN POST - � 13, THE STRUCTURAL INTEGRITY OF ANY BUILDING RELIES ON THE FULL 11. TENDONS 1/2"+s 270K SFWLL BE ANCHORED AT 31.0 kips. THESE TENDONS BE REMOVED AND BACKFILLED WITH SELECT FILL PLACED IN MAXIMUM 8" 5, GYPSUM WALLBOARD FOR SHEARWALLS SHALL BE 5/8 THICK AND FREE FROM 1, LUMBER AND ITS FASTENINGS SHALL CONFORM 70 THE "NATIONAL DESIGN TENSIONING OPERATIONS. INTERACTION OF ALL iTS COMPONENT PARTS, WiTH NO PROVISIONS MADE FOR MAY BE TEMPORARILY STRESSED TO 33.0 kips IN ORDER TO OVERCOME LOOSE LIFTS AND COMPACTED TO 95% STANDARD PROCTOR DENSITY, IMPERFECTIONS AND CONFORM TO ASTM C79 SPECIFICATIONS AND AS SHOWN SPECIFICATIONS OF STRESS - GRADE LUMBER AND ITS FASTENINGS" (LATEST 0 FRICTION AND COMPENSATE FOR SEATING LOSSES. MOISTURE CONTENT OF SUBGRADE SHALL. BE f2X OF OPTIMUM, ON ARCHITECTURAL DRAWINGS. 2, AT STRESSING ENDS, PLACE POCKET FORMER INTO 1" DIAMETER DRILLED HOLE CONDITIONS AND / OR SEQUENCES OF CONSTRUCTION AND THE STRUCTURAL " EDITION) AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, IN FARM AND NAIL ANCHORS TIGHT TQ FORM. AT DEAD ENDS, PLACE DESIGN IS BASED ON ,THIS PREMISE. THEREFORE, THE CONTRACTOR SHALL 12. ELONGATIONS SHALL BE APPROXIMATELY 0.079 PER FOOT OF STRESSED 13. SITE EXCAVATED SOIL MAY BE USED FOR SLAB ON GRADE FILL MATERIAL 6, EXTERIOR WALL SHEATHING MAY BE 16/32" PLYWOOD OR 7/16" OSB FREE OF 2, MATERIALS FOR EXTERIOR WALLS, LOAD BEARING WALLS, AND SHFARWALLS ANCHORS APPROXIMATELY 1 1/2 INCHES BACK FROM FACE OF FORM. DEAD ® 0 PROVIDE ADEQUATE BRACING OF SUPERSTRUCTURE DURING CONSTRUCTION. TENDON LENGTH U,N,O. ON PLAN. ANY DISCREPANCY SHALL BE BROUGHT TO PROVIDED THAT ALL VEGETATION AND ROOTS ARE REMOVED PRIOR TO THEIR IMPERFECTIONS AND CONFORM TO ASTM C79, SHALL BE #2 SOUTHERN PINE (SVP) OR A DOUGLAS FiR LARCH (DF), END AND LIVE END MAY BE REVERSED PER FIELD CONDITIONS AT a �° THE ATTENTION OF THE ENGINEER. AND IF THE PLASTICITY INDEX IS LESS THAN REQUIRED. VERIFY USE WITH 14, INTERIOR OR EXTERIOR BEARING AND SHEAR WALLS, IF LOAD® BEFORE SOILS ENGINEER. CONTRACTOR'S OF'ITON. � SHEATHING, SHALL HAVE CONTINUOUS, TEMPORARY BRACING AT MID HEIGHT OF 13. STRESSING POCKETS SHALL BE PATCHED WITH A STIFF GROUT MIX. 0 3, LUMBER FOR HEADERS, BEAMS, AND OTHER FRAMING MEMBERS SHALL BE 3. NAIL Oft OTHERWISE SUPPORT THE CENTERLINE OF ALL ANCHORAGES TQ BE STUDS PRIOR TO APPLYING ANY CONSTRUCTION LOADS, 14» ALL GRADE ADJUSTMENTS FOR SLAB - ON - GRADE CONSTRUCTION SHALL BE W #2 GRADE DOUGLAS FlR LARCH OR SOUTHERN PINE, APPROXIMATELY 5 INCHES BELOW THE TOP OF THE SLAB (UNLE55 OTHERWISE L�L, i 14, CONTRACTOR SHALL SUBMIT COMPLETE PLACING PIANS INCLUDING DETAILS OF ACCOMPLISH® WITH SELECT FILL AS SPECIFIED IN THESE GENERAL NATES, NOTED}» WHERE DEPRESSIONS ARE LOCATED, LOWER THE CENTERLINE OF �. 15, FRAMING LAYOUTS ARE PROVIDED TO REPRESENT DESIGN CONCEPTS AND TENDON AND BAR PLACEMENT, 4. LOAD BEARING WALLS, INCLUDING SNFARWALLS, CONSTRUCTED FRIM FINGER SYSTEMS CONSTRUCTION. CONTRACTOR AND HIS SUBCONTRACTORS ARE 15, NQ SLAB ON GRADE CONCRETE SHALL BE POURED AGAINST A FINAL PREPARED JOINTED STUDS SHALL N SHEATHED AR AL LEAST ONE FACE QR BRACED WiTH 117E ANCHOR FOR PROPER CONCRETE COVERAGE. C RESPONSIBLE FOR MATERIAL QUANTITIES AND ANL' AND ALL UNSPECIFIED 15, POST - TENSIONING TENDONS IN BEAMS SHALL BE DRAPED AS SHOWN IN SUBGRADE CONTAINING FREE WATER, ICE, FROST, MUD, OR OTHER UNSUITABLE 1, CONSTRUCTION OF PREMANUFACTURED WOOD COMPONENTS (PWC), Le. 1x4 HORIZONTAL (CONTB AT EAT -HEIGHT OF WALL PRIOR TO LARDING THEM 4, TENDON SHEATH IS TO � CONTINUOUS BETWEEN ANCHORS BUT NOT 6 0 COMPONENTS REQUIRED FOR CONSTRUCTION. PLANS USING SMOOTH PARABOLIC DRAPES. MATERIAL. CONTINUOUS BEARING MEMBERS, SHEAR PANELS, HEADER TRUSSES, ETC„ WITH CONSTRUCTION MATERW.S, PROTRUDING INTO ANCHOR, CUT SHEATHING AT LIVE END AS CLOSE A5 16, CONTRACTOR SHALL PROVIDE ALL BAR AND TENDON SUPPORTS AND ADDITIONAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES. 5. FINGER JOINTED STUDS SHALL EXCEED THE MATERIAL PROPERTIES AND 16. CONTRACTOR SIiALI. BE RESPONSIE3LE FQR RIGID BRACING QF ALL WALl5, 16. TRENCHES FOR BURIED PLUMBING SHALL NOT RUN ALONG OR UNDER BEAMS PRACTICAL TO THE BACK FACE OF ANCHOR, DO NOT REMOVE THE GREASE, LL, FORMWORK, SHORING, AND FALSE WORK DURING CONSTRUCTION. REINFORCING REQUIRED TO MAINTAIN SPECIFIED COVERAGES AND DRAPES. EXCEPT THEY MAY CROSS AT RIGHT ANGLES. TRENCH BACKFILLS SHALL BE 2, MATERIAL USED FOR COMPONENT SHALL BE IN ACCORDANCE WITH LUMBER ALLOWABLE STRESSES FDR SOLID LUMBER AS SPECIFIED FOR STUD GRADE SLIDE TAIL OF TENDON THROUGH THE HOLE IN ANCHOR AND THROUGH FORM, � I 17, BEARING WALL STUDS DERIVE THEIR LOAD CARRYING CAPACITY WHEN SHEATHED 17, AFTER TENDONS ARE STRESSED AND EXCESS CUT OFF, ANY EXPOSED THOROUGHLY COMPACTED. QUALITY STANDARDS ESTABLISHED IN "WOOD TRUSSES" SECTION OF THIS CONSTRUCTION. LENGTH QF EXPOSED TENDON AT DEAD END IS NOT 70 EXCEED 12 INCHES, ® k HARDWARE SHALL BE SPRAYED WITH RUST - INHIBITIVE PAINT AND OPENINGS 17. BEAM TRENCHES SHALL BE CLEAN OF LOOSE SOIL„ CLODS, AND TRASH, SHS' 6, TOP AND BOTTOM PLATES SHALL BE NOMINAL 2" DEEP #3 SOUTHERN PINE OR 5, CHECK TENDONS FOR BREAKS IN SHEATHING AND REPAIR ANY TEARS IN Lu C!) ANq NAILED ON AT LEAST ONE SIDE, FLOOR FRAMING SUPPORTED BY STUD SHALL BE GROUTED FLUSH WITH SLAB EDGE. SHEATHING LARGER TFWN 3 INCHES IN LENGTH PRIOR TO CONCRETE WALLS SHALL NOT BE LOADED BY BUILDING MATERIALS OR ANY OTHER DEAD SHALL BE REPLACED IT}I SANDYR To PLACING CONCRETE AND ALL VOIDS 3. ALL PREMANUFACTURED WOOD COMPONENTS SHALL BE DESIGNED AND #3 DOUGLAS FlR LARCH. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED PLACEMENT. LOADS UNLESS APPROVED BY THE ENGINEER, 18, TENDONS SHALL HAVE THE PRESTRESSING STRAND PERMANEN LY PROTECTED FABRICATED BY TRUSS MANUFACTURER. THE DESIGN SHALL BE PREPARED BY WITH DOUBLE TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND I}"'"' AGAINST CORROSION BY A CHEMICALLY STABLE, PROPERLY APPLIED CONTINUOUS 18. BEAMS EXCAVATED MORE THAN THE SCHEDULED DEPTH SHALL. BE BROUGHT Tp A REGISTERED ENGINEER AND SHALL BEAR A LICENSE IN THE STATE THE AT INTERSECTIONS WITH OTHER PARTTRONS. NON-BEARING PARTITIONS SHALL HAVE 6, AN AREA OF 3 FEET BEHIND EACH TENDON TAIL SHALL BE SUFFICIENTLY co 18. CONTRACTOR SHALL VERIFY ALL DROPS, OFFSETS, R O PROD BRICK LEDGES, COATING OVER THE ENTIRE TENDON LENGTH. SHEATHING FOR UNBONDED THE ENGINEER'S ATTENTION BEFORE CONCRETE PLACEMENT. PROJECT IS LOCATED, A SINGLE TOP PLATE INSTALLED TO OVERLAP A7 CONERS AND INTERSECTING WALLS CLEAR TO ALLOW THE STRESSING RAM TQ FULLY EXTEND AND REMAIN AXIALLY AND DIMENSIONS WiTH ARCHITECTURAL PIANS PRIOR TO PROJECT LAYOUT. TENDONS SHALL HAVE SUFFICIENT TENSILE STRENGTH AND WATER RESISTANCE OR SHALL BE TIED AT INTERSECTING WADS WITH MIN. 20 19. THE PERFORMANCE OF THE FOUNDATION AS DESIGNED DEPENDS ON PROPER TO RESIST DAMAGE AND DETERIORATION AND SHALL BE CONTINUOUS OVER TWE 4, SHEAR PANELS SHALL BE LOCATED WITHIN THE SHEARWALL LENGTH AND 9a STEEL- PLATE AND ALIGNED TO THE ANCHOR WITHOUT INTERFERENCE. CONSTRUCTION OF THE DRAINAGE SYSTEMS AND MAINTENANCE OF THE TENDON LENGTH, DESIGNED FOR FORCE SHOWN IN NAILING SCHEDULE, 2-164 NAILS IN EACH WALL 7, REMOVE THE POCKET FORMER TQ EXPOSE THE JACKING CAVITY AND ENSURE DRAINAGE SYSTEMS AFTER CONSTRUCTION IS COMPLETE ALL ROOF DRAINAGE 1 `5. CONTINUOUS BEARING (CB) MEMBERS SHALL BE DESIGNED TO RESIST ALL 7. ALL- OTHER WALL CONSTRUCTION SHALL BE EITHER #3 GRADE MIN., THAT THE TENDON AND EXPOSED PORTION OF THE ANCHOR IS FREE OF DIRT C� 19. ANCHORAGES OF UNBONDED TENDONS SHALL DEVELOP AT LEAST 95 PERCENT � + WAT�Nion AND OTHER MISCELANEOUS FLEXURAL MEMBERS SHALL BE SHUULO BE COLLECTED AND REMOVED INTO AN UNDERGROUND STORM DRAIN ROOF AND Fl.00R GRAVITY LOADS. PAli15 OF CB :LOCATED WITHIN THE AND DEBRIS. SYSTEM. LANDSCAPE IRRIGATION AND DRAINAGE AROUND THE FOUNDATION OF THE MINIMUM SPECIFIED ULTIMATE STRENGTH OF THE PRESTRESSING SHEARWALLS SWALL BE DESIGNED TO RESIST THE SCHEDULED FlAOR SHEAR, NO, 2 SYP (KILN DRIED), MUST BE CONSTRUCTED WiTH POSITIVE DRAINAGE WELL AWAY FROM THE STEER• WITHOUT EXC®ING ANTICIPATED SET, SPECIAL REINFORCEMEINT, 8. INSERT A PAIR OF GRIPPERS (WEDGES) SIDE BY SIDE INTO EACH ANCHORAGE, REQUIRED FOR THE PERFORMANCE OF THE ANCHORAGE, SHALL BE SPECIFIED 1. WALKWAY POURS SHALL HAVE CONSTRUCTION JOINT SPACING NOT TO EXCEED 8, ALL OTHER NON -STRUCTURAL WALL GAS RUCARC SHALL BE EITHER DOUBLE ENDED TENDONS REQUIRE THAT A JAW BE INSERTED FIRMLY AT THE BUILDING PERIMETER A ALL SIDES, UNDERGROUND STORM DRAINS SHOULD THE TENDON SUPPLIER. 10-0" O.C. AND LIKEWISE SHOULD UNE UP WITH ANY VERTICAL CONSTRUCTION ' @ #3 GRADE SOUTHERN PINE OR DOUGLAS FlR LARCH (KILN DRIFA). OPPOSITE END PRIOR TQ STRESSING. NOT LD PLACED BENEATH EITHE NGS AND ATR CONDITIONING CONDENSATE . JOINT IN WALLS. ALL JOINTS SHALL BE KEYED AND DOWELED. � ItrfllR,.i7 9, MATERIALS MUST BE GRADE MARKED. 9, TENDON TAILS SHALL BE THOROUGHLY CLEANED PRIOR TO STRESSING, SHOULD NOT BE DRAINED EITHER ADJACENT TO OR BFSIFATH THE FQXJNDATION. 20. POST -TENSIONING CONTRACTOR SHALL SUBMIT TO ENGINEER FQR REVIEW �� �sf THE FOLLOWING: 2. CONTRACTOR SHALL SUBMIT A DRAWING SHOWING ALL PROPOSED CONTRACTION 10, SOLE PLATES AT FIRST FLOOR SHALL BE PRE ~SURE TREATED LUMBER, 10, THE TENDON END SHALL BE MARKED WIiH PAINT AT A CONSTANT DIMENSION a. LAB TEST AND RESULTS ON ANCHORAGE SYSTEM. JOIN LOC TIONS I , ALL SLAB CONSTRUCTION IF DIFFERENT THAN SHOWN ON 1 NAILING INSTALLATION AND MAlER1ALS ARE TO BE IN COMPIIANGE WiTH 0.25 SODIUM BORATE. FROM THE EDGE OF THE SLAB TO MEASURE THE STRAND ELONGATION. 2 b, CURRENT CALIBRATION DATE FQR STRESSING EQUIPMENT TO BE USED. A.I.T,C,, NDS, AND APPLICABLE BUILDING CODE REQUIREMENT'S. 11. FOR OVERLAY FRAMING AT ROOFS OR OTHER CONVENTIONAL ROOF FRAMING, 11, ALL POST - TENSIONING TENDONS SHALL BE STRESSED WITH HYDRAULIC 3, ALL VERTICAL AND HORIZONTAL JOINTS IN EXTERIOR WALLS SFULLL BE KEYED CONTRACTOR SHALL PROVIDE 2x FRAMING IN ACCORDANCE WITH ROOF RAFTER JACKS EQUIPPED WITH ACCURATE READING AND CALIBRATED PRESSURE GAUGES. 07-2712 DD SET c. CQEFFlCIENi OF FRICTION FOR STRANDS. ANq WATERSTOPPED. (NOT USED) 2. GUN NAILS MAY BE USED IN LIEU OF HAND NAILING GUN NAIL SIZES SHALL TABLES IN THE APPLICABLE BUILDING CODE. 1, THE CONTRACTOR IS RESPONSIBLE FOR THE FABRICATION, ERECTION, AND BE AS FOLLOWS: 12. THE CONCRETE CONTRACTOR OR OTHER PERSON DESIGNATED BY OWNER SHALL 07-21-12 COORDINATION SET JOB SAFETY. THE CONTRACTOR SHAD. COMPLY WITH ALL APPLICABLE SAFETY d. ' MILL TESTS FOR STRANDS, 4. ALL WATERSTOPS SHALL BE CONTINUOUS BOTH VERTICALLY AND HORIZONTALLY PENNY WEJGHT GUN NAIL DIAMETER 12, BOLT HOLES THROUGH WOOD SHALL BE DRILLED 1/16" MAXIMUM LARGER RECORD ALL JACKING FORCES AND ELONGATIONS. REQUIREMENTS AND SAFETY ORDINANCES FROM PUBLIC AGENCIES, THE AND AT ALL JOINT INTERSECTIONS. (NOT USED) THAW THE DIAMETER OF THE BOLTS TD BE INSTALLED» CONTRACTOR SHALL, COMPLY WiTH ALT. APPLICABLE SAFETY REQUIREMENTS AND 21. POST - TENSIONING SLAB TENDONS SHALL BE PLACED IN A STRAIGHT UNE 8d ................................................ 0.113" 13. IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION, THE MEASURED 10-08-12 PERMIT SET SAFETY ORDINANCES FROM PUBLIC AGENCIES. THE CONTRACTOR SHALT_ FROM PULL END TO DEAD END AS SHOWN ON PLANS. DEVIATION AT ANY 5, WATERSTOPS SHALL BE MANUFACTURED BY "SYNKO-FLEX PRODUCTS, INC." lod 0.123" 13. BOLTS THROUGH WOOD SHALL BE FITTED WITH STANDARD WASHERS AT HEAD ELONGATION, AND THE PRE SSURE GAUGE READINGS OCCUR, THE USE OF AN _ PLACE FRAM THE IAYIUT SHOWN ON PLANS SHALL NOT EXCEED 10' INA UNLESS NOTED OTHERWISE, QR APPROVED EQUAL (NOT USED INSTRUCT ALL PERSONNEL AND SUBCONTRACTORS REGARDING SAFETY ) 12d ................................................ 0.123" AND NUT ENDS. ALTERNATE JACK UNIT SHALL BE USED TO CHECK FORCES. i �ad� �'ua�, / /�; `/ ' y PROCEDURES THAT ARE BEING USED FOR THE DURATION OF THE PROJECT GRADUAL PARABOLIC SWEEP. 6. ALL KEYWAYS FOR WALLS SHALL BE 2x AND CONTINUOUS. NOT USED) 164 ................................................ 0.133" ( 14, FLITCH BEAMS WHEN SHOWN ON PLANS SHALL BE BOLTED TOGETHER WITH 14. DEAD ENDED TENDONS ARE TO BE STRESSED FROM ONE END ONLY:. DOUBLE ,;.A,4,v# /J` / 6 3 GONSIRUCTION. 22, TENDONS SHALL NOT BE PLACED WTTWIN B" OF A SLAB PENETRATION, OPENING, 7, HORIZONTAL JOINTS SHALL NOT BE PERMITTED IN CONCRETE CONSTRUCTION 3. NAILS SHALL HAVE A MINIMUM PIIVETRATION OF 10 TIMES THE WIRE DIAMETER ONE 1 /2" DIA, BOLT, TOP AND BOTTOM, OVER THE SUPPORTS AND / OR AT ENDED TENDONS, WHEN SHOWN ON PLANS, SHALL BE STRESSED FROM BOTH QR EXTERIOR EIOGE. EXCEPT AS SHOWN ON THE CONTRACT DOCUMENTS, VERTICAL JOINTS SHALL UNLESS OTHERWISE NOTED ON PiANS. THE ENDS OF THE BEAM AND 24" ON CENTER, STAGGERED FULL LENGTH OF ENDS, BUT NOT BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY, DOUBLE C/A� /yrOsc f,' 1�."l�' "Z 23, CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ALL POST - TENSIONING OCCUR AT LOCATIONS APPROVED BY THE STRUC11JRAL ENGINEER. 4, EDGE DISTANCE FOR ALL NAILS SHALL BE A MINIMUM OF 4 TiMES THE WIRE THE BEAM, ENDED TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE TENDONS WHEN USING EXPANSION BOLTS, ADHESIVE ANCHORS, OR POWDER DIAMETER UNLESS OTHERWISE NOTED ON PLANS. 15, A HOLE GREATER IN DIAMETER THAN 4O PERCENT OF THE STUD WIDTW MAY ELONGATION SHOWN ON THE SCHEDULE dei ACTUATED FASTENERS, THE CONTRACTOR SHALL LOCATE TENDONS WITH NOT BE BORED IN ANY WOOD STUD, BORED HOLES WITH A DIAMETER LESS SPECIIWZED EQUIPMENT SUCH AS BAR METERS AND / OR PACHOMETERS FOR s pyo f 5, ALL NAILS SHOWN IN NAILING SCHEDULE SHALL BE COMMON. THAN OR EQUAL TO 60 PERCENT QF THE WIDTH OF THE STUD ARE PERMITTED 1. CONCRETE FOR SLAB -- ON - GRADE AND GRADE BEAMS SHALL HAVE THIS PURPOSE VIS IN NON v LOAD BEARING PARTTTIQN5 OR WALLS WHERE EACH BORED STUD IS ,® NATURAL SAND FINE AGGREGATE AND NORMAL WLJGHT COARSE AGGREGATES isA DOUBLED PROVIDER NOT MARE THAN TWO SUCH SUCCESSIVE DOUBLE STUDS CONFORMING TO ASTM C33, TYPE I P09RMD CEMENT CONFORMING TO iYTM i� QGGUR. / �� /3 ASTM C150, AND SHALL HAVE A COMPRESSIVE STRENGTH (F c) OF 3000 pai 1. ALL PIPES IN CONCRETE MEMBERS MAY BE SCHEDULE 40, GALVANIZED VI-A�r 16, THE EDGE OF A BORED HOLE SHALL NOT BE WITHIN 5/8 OF AN INCH OF THE 1. STRESSING TAILS SHOULD NQT BE REMOVED UNTIL THE STRUCTURAL Z. /T-/�o AT 28 DAYS. STEEL OR PVC PIPE, UNLESS SHOWN OTHERWISE ON THE STRUCTURAL 1. TWE FALLOWING CONSTRUCTION TYPES SHALL 8E INSPECiEU IN ACCORDANCE STUD EDGE, BORED HOLES SHALL NOT BE LOCATED AT A CUT OR NOTCH IN ENGINEER HAS APPROVED THE TENDON STRESSING AND ELONGATION REPORTS. / l �3-/�sr" 2, GONCRLTE FOR ELAVATEa BREEZEWAY AND BALCONIES SHALL NAVE SAND FINE DRAWINGS. LOCATION QF SLEEVES SHALL BE APPROVED BY THE STRUCTURAL THE STUD. WiTH THE 2003 IBC, SECTION 1704 BY A CERTIFIED SPECIAL INSPECTOR FROM AGGREGATES, LIGHTWEIGHT COARSE AGGREGATES CONFORMING TO ASTM C330, AN ESTABLISHED TESTING AGEINCY. ALL INSPECTIONS SHALL BE CONTINUOUS ENGINEER, ADDITIONAL REINFORCING MAY BE REQUIRED. 1. TRUSSES ARE DESIGNED FOR IN SERVICE CONDITIONS ONLY. CONTRACTOR 2. CUT OFF STRESSING TAIL 1 INCH FROM ANCHOR USING A SAW OR SHEAR. l y - /y� l�"/ �7 TYPE I PORTLAND CEMENT CONFIRMING TO ASTM 150, AND SHALL HAVE A SHALL TAKE NECESSARY PRECAUTIONS TO PROPERLY BRACE TRUSSES DURING 17. EXPOSED WOOD (WHEN SHOWN ON PLANS) SHALL BE TREATED AS FOLLOWS: / 3 - / y / j_ /Y 9 UNLESS OTHERWISE NOTED. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, 2, NO CONDUIT OR PIPING LARGER THAN 1 "0 SHALL BE RUN IN STRUCTURAL LIFTING AND ERECTION, 3. AFTER TAIL HAS BEEN REMOVED, CONTRACTOR SHALL. COAT THE EXPOSED MAXIMUM DRY DENSITY OF 120 POUNDS PER CUBIC FOOT. THE CONCRETE REFER TO MATERIAL SAMPLING AND TESTING SECTION BELOW, THE TESTING CONCRETE MEMBERS UNLESS SHOWN QN STRUCTURAL DRAWINGS, WOOD NOT IN CONTACT WITH GROUND ........................................ 0.25 ACQ ANCHOR, FITTINGS, AND TENDON WITH RUST - INWIBITING PRIMER PRIOR TO SHALL HAVE A COMPRESSIVE STRENGTH (F'c) OF 2500 psi AT 28 DAYS. AGENCY SHALT. SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION 2, TRUSS MANUFACTURER SHALL DESIGN ALL FLOOR TRUSS FOR ALL GRAVITY, 0.40 ACQ GROUTING JACKING CAVITY. �� /J -/S"v /,� - lI-/ CONCRETE SHALL BE REINFORCED WITH FIBER MESH. RI FORTS TO THE STRUCTURAL ENGINEER, ARCHITECT, CONTRACTOR, OWNER AND 3, TOP OF ALL FLOOR DRAINS SHALL BE AT ELEVATION (-1/2" FROM FINISHED WOOD IN CONTACT WITH GROUND ............................................. „ *. - BUILDING DEPARTMENT (IF REQUIRED . ANY DISCREPANCIES SHALL BE BROUGHT FLOOR) OR AS OTHERWISE NOTED ON PLAN, SLOPE SURFACE FOR AREAS SHEAR, ANO WIND LOADS. 9 1l A IT 11�.� /s„•_L !,j� is'x 3. FLY ASH MAY BE USED AS A POZZOLAN TO REPLACE A PORTION OF THE TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF LEFT AROUND THESE DRAINS OR AS INDICATED ON THE ARCHITECTURAL FLOOR 3, TRUSS LENGTHS AND PROFILES SHALL BE COORDINATED WITH ARCHITECTURAL 4. THE PLASTIC GROMMET FARMS A HOLE 2 INCHES IN DIAMETER WHICH IS TO - PORTLAND CEMENT IN A CONCRETE MIX, SUBJECT TQ THE APPROVAL OF THE UNGQRRECTED TO THE STRUCTURAL ENGINEER, ARCHITECT AND BUILDING PLANS, DRAWINGS PRIOR TQ FABRICATION. CONFIGURATION AND SIZE OF WEB AND BE FILLED AND SEALED WATERTIGHT• AFTER TENDON TAILS HAVE BEEN STRUCTURAL ENGINEER, FLY ASH, WHEN USED, SHALL. BE PROPORTIONED TQ DEPARTMENT (IF REQUIRED). CHORD MEMBERS SHALL BE DETERMINED BY TRUSS MANUFACTURER. REMOVED AND ANCHOR, FITTINGS, AND TENDON HAVE BEEN COATED, THE j ACCOUNT FOR THE PROPERTIES OF THE SPECIFIC FLY ASH USED AND TO 4. SLAB DEPRESSIONS ARE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL THE CONCRETE CONTRACTOR SHALL DRYPACK FORMED HOLES USING A STIFF � 014 ACCOUNT FOR THE SPECIFIC PROPERTIES OF THE FLY ASH CONCRETE THUS REQUIRED ITEM SCHEDULE EXAMINE THE ARCHITECTURAL DRAWINGS FQR REQUIRED SLAB RECESSES AS HE 4, CONTRACTOR SFWLL KEEP TRUSSES LATERALLY BRACED DURING ERECTION NON -`SHRINK GROUT MIX. aArvFORo aI RESULTING, THE RATION OF THE AMOUNT OF THE FLY ASH TO THE TOTAL '' SHALL PROVIDE WHETHER SHOWN ON DRAWINGS OR NOT. ALL RECESS UNTiL ALL DIAPHRAGMS ARE INSTALLED. GRADING, EXCAVATIONS, FlL!_, PIERS BY GEOTECHNICAL. ENGR, 1. TERMITE PROTECTION SHALL BE PROVIDED IN STRICT ADHERANCE TO THE s .< rx'y , t,, C � BI � AMOUNT OF FLY ASH AND CEMENT IN LITE MIX SHA_I L. NOT E7XCEED 2O REVISIONS REQUIRED BY ALTERNATE SUBMITTALS SHALL BE COORDINATED BY 5, DESIGN AND FABRIXATIQN CRITERIA OF ALL WOOD TRUSSES SHALL MFT WiTH Ti4ESE pts Ns ARF r F n s r' PERCENT. CONCRETE - BATCH PLANT INSPECTION PERIODIC GEOTECHNICAL ENGINEER S RECOMMENDATIONS AND IN COMPLLANC LTH s ! , 4. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONCRETE -CONCRETE PiACEMENT CONTINUOUS 5 THE CONTRACTOR, NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS THE 2007 FLORIDA BUILDING COQE` AcrPTEU FDR PERAi! r " " CPN p, ,, GOIVSTRUEO 'r0 FSB' F, VAPOR BARRIER SHALL BE 10 MIL THICKNESS AND ALL JOINTS SHALL BE FASTENINGS BY NATIONAL FOREST PRODUCTS ASSOCIATION LATEST REVISION , = nFt THE' WOrt{< ANr� NOr , L CONFORM TO THE RECOMMIINDATiONS QF THE ACI DETAILING MANUAL ACI 315. CONCRETE - REBAR PLACEMENT INSPECT FINAL PLACEMENT LAPPED 12" AND PROTECTED, "TIMBER CONSTRUCTION STANDARDS" BY AMERICAN INSTITUTE OF TIMBER ) ~5 P�5 S I" s aNCEL. A�.r�R. 0R CONCRETE -- REBAR WEi DING CONTINUOUS CONSTRUCTION (LATEST REVISION), TWD "DESIGN SPECIFICATIONS FOR LIGHT pcc,��?�� t� c'O I FROVIsIONS Or- 'n-{� rC: ' 5. MIXING, TRAN5PQRTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI 6. PROVIDE (2) -NO. 4 REINFORCEMENT BARS x 6'-0" AT REENTRANT CORNERSA�+� �� I iU IS:OUANCE OF A PF..Ri +, , .• 30t. CONCRETE - ANCHOR BOLTS AND PLATES INSPECT FINAL PLACEMENT AND AROUND RECTANGULAR HOLES IN SLABS UNLESS NOTED OTHERWISE. METAL CONNECTED WOOD TRUSSES" BY TRUSS PLATE INSTITUTE. �7 cO ,.,�rz, n'. , 11- Y,•�_•^, CONCRETI - POST -TENSION STEEL PLACEMENT INSPECT FINAL PLACEMENT PLACE BAR DIAGONAL TO CORNER WITH 1 CLEARANCE FROM THE TOP AND 6. THE FOLLOWING DESIGN DATA SHALL BE INCLUDED ON THE SHOP DRAWINGS: p1IG• _ p 'TION OF ERRORS ON J'f-16- , F,�,P,� , � 6, CONCRETE COYER PROTECTION FOR RFINFORGING SHALL CONFORM TO ACI 318. _ . ry . _,� ._. _ - _. - _ CONCRETE - POST -TENSION STRESSING CONTINUOUS THE SIDE DF THE SLAB AT THE CORNER. }�paG �i � � c�:.�• �_. a. METAL CONNECTORS SIZE STRUCTURAL DRAWING INDEX _� Ot, _ _,_ , Uel 11_-t r�: 4� STRUCTURAL DRAWING INDO 7, CONCRETE REINFORCEMENT BARS SHRILL CONFORM TO ASTM A615 GRADE 60 CONCRETE -EXPANSION ANCHORS PERIODIC 7. PIPING MAY PASS VERTICALLY THROUGH THE FOOTINGS WiITIOUT SLEEVES. WITH SUPPLEMENTARY REQUIREMENTS (51). NO. 3 BARS MAY CONFORM TO CONCRETE - EPDXY PERIODIC PIPING PASSING THROUGH THE FOOTINGS HORIZONTALLY REQUIRE PVC SLEEVES. b• LUMBER GRADES DRAWING N0. SHEET NO, SHLET CONTEi SrI UA�'vIOLn'I DRAWING NO, SHEET NO, SHEET CONTENiS ASTM A615 GRADE 40, WITH"SUPPLEMENTARY REQUIREMENTS (St) UNLESS STRU�RA,L STEEL, SHOP WEDING N A IN NO INSTANCE IS THE PIPING TO BE CAST LONGITUDINALLY WITHIN THE c. DESIGN LOADINGS AND ALLOWABLE UNIT STRESS INCREASES 1 SO -1 STRUCTURAL SPECIFICATIONS ° 28 S5-0 SLAB FORMING PLAN - BUILDING TYPE V 0 BLDG. 9 NOTED OTHERWISE. THE N DESIGNATION SHALL BE ACCEPTED IN LIEU OF FILL Ef WELDS FOOTINGS. THE "5" DESIGNATION REQUIREMENT, HOWEVER, OTHER REQUIREMENTS OF d. DEFLECTIONS 2 SO -2 STRUCTURAL SCHEDULES 29 S5 -OA SLAB FORMING PLAN - BUILDING TYPE V 0 BLDG, 13 `�\\ 114 L JJ1, ,, (LI U SUPPLEMENT (S1) SHALL BE MET. REINFORCEMENT BARS SHALL NOT BE STRUCTURAL STEEL, SHOP WELDING N A 8. REMOVE ALL VEGETATION, TREE ROOTS, ORGANIC TOPSOIL, AND ANY �al� TACK WELDED, WELDED, HEATED, OR CUT UNLESS INDICATED ON THE CONTRACT PARTIAL OR FULL PENEiRATION WELDS UNDESIRABLE MATERIALS FROM THE CONSTRUCTION AREA. AVERAGE STRIPPING 7. THE MOTSTU•RE CONTENT OF LUMBER SHALL NOT EXCEED 19% NOR BE LESS 3 SO -3 SHEARWALL SECTNS & DETAILS 30 S5-1 FOUNDATION PLAN - BUILDING TYPE V 0 BLDG, 9 T,l'•; .,« rim ( DOCUMENTS 4R APPROVED BY THE STRUCTURAL ENGINE1=Ft. DEPTFI (S 51X INCHES. REFER TO SOIL REPORT FOR ADDITIONAL INFORMATION. THAtN 7% AT THE TIME OF FABRICATION. 4 SO -4 3 STORY CONTINUOUS LOAD PATH WAIL 51VATION 31 S5 -1A FOUNDATION PLAN - BUILDING TYPE V 0 BLDG, 13 R \1 �'� �, " � � STRUCTURAL STEEL, FIELD WELDING N A. 8. WELDING OF REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURAL FI S 9. ALL UNDERGROUND UTILITY AND PLUMBING INSTALLATION THRU OR ADJACENT TO 8. CHORD AND WEB MEMBERS SHALL BE EITHER SOUTHERN YELLOW PINE OR 5 S1 -Q SLAB FORMING PLAN - BUILDING TYPE 1 32 S5-2 2ND FLOOR FRAMING & 1ST FLOOR BRACING PLAN - BULDING TYPE V No X4164 ENGINEER, SHALL CONFORM TO THE AMERICAN WEDDING SOCIETY STANDARD STRUCTURAL. STEEL, FIELD WELDING N/A BUILDINGS SHALL BE COMPLETED IN ADVANCE OF FOUNDATION CONSTRUCTION DOUGLAS FIR. � * .� � D1.479. ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT PARTIAL OR FULL PENETIRATION WELDS AND TRENCHES AT THE PERIMETER OF THE FOUNDATIONS SHALL BE PLUGGED g, ALL TRUSS CONNECTOR PLATES 5FIALI. BE MANUFACTURED FROM STRUCTURAL 6 S1-1 FOUNDATION PLAN - BUILDING TYPE 1 33 S5-3 3RD FLOOR FRAMING & 2ND FLOOR BRACING PLAN - BUILDING TYPE V BARS SHALL CONFORM TQ ASTM A233, CLASS E90XX. WTfH BENTONfTT� QUALITY GALVANIZED SHEET METAL NOT LESS THAN 20 GAUGE THICKNESS 7 Sl -2 2ND FLOOR FRAMING & 1ST FLOOR BRACING PLAN - BULD�lG TYPE I 34 55-4 ROOF FRAMING & 3RD FLOOR BRACING PIAN -BUNNG TYPE V� `, EXTERIOR MASONRY WAiL S N A 9, COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITH WiTH A MINIMUM YIE D OF 33,000 psi AND A MINIMUM ULTIMATE TENSILE 8 S1-3 3RD FLOOR FRAMING & 2ND FLOOR BRACING PLAN -BUILDING TYPE I 35 55-4A ROOF FRAMING &3RD FLOOR BRACING PLAN -BUN DING TYPE V SPlff t�D 1,Y' KATE. CDP �". � ACI 315 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOB 2. UPON COMPLETION OF THE JOB, THE TESTING LABORATORY PROVIDING SERVICES STRENGTH OF 45,000 psi. THE CORROSION RESISTANT COATING SHALL MEET SITE PRIOR TO THE PLACING OF CONCRETE. SHALL FURNISH TO THE OWNER, ARCHITECT AND ENGINEER OF RECORD, A CCA� ����Q OR EXCEED ASTM A446, STANDARD SPECIFICATION FOR SHEET METAL 9 S1-4 ROOF FRAMING & 3RD FLOOR BRACING PLAN - BUILDING T(PE I 36 56--1 UNITS FRAMING PLAN ,:'%.<,"S*-�»�:(-�E`\Qv' "�� _°, " STATEMENT SIGNED BY A E, ALL R PROFESSIONAL ENGINEER THAT, TO THE 1-f'V� 1 �1 HARDWApE 10, OPEN JOINTS WHICH DEPEND ON THE STIFFNESS OF THE METAL CONNECTOR 10 S2-0 SLAB FORMING PLAN - BUILDING TYPE II 37 S6-2 UMTS FRAMING PLAN '✓ af�/ON AL). ' ,,�\\�`�. tl. MAXIMUM SLUMP IN CONCRETE SHALL NOT EXCEED 5 IN FLATWORK. BEST OF THEIR KNOWLEDGE, ALL REQUIRED TESTS AND INSPECTIONS WERE f!t!I MADE IN ACCORDANCE WITH TWE REQUIREMENTS OF THE CONTRACT t>QCUMEiYT5. PLATE 7O TRANSMIT STRESSES AND IMPROPER FITTING JOINTS WILL NOT BE 4 11 I1i,A0 Tot., 11. ALL CONCRETE MIX SHAD BE DESIGNED BY A QUALIFIED REGISTERED ENGINEER PERMITTED, 11 52-1 FOUNDATION PIAN -BUILDING TYPE II 38 S6-3 UNITS FRAMING PLAN AND LAB CONCRETE MIX DESIGN DATA RESULTS SHALL BE SUBMITTED TO 3, THE FOLLOWING SHALL BE SAMPLED ANO TESTED BY A CERTIFIED INSPECTOR 1, EXPANSION ANCHORS SFWL BE HILTI "INTI BOLT TZ", SIMPSON 12 52-2 2ND FLOOR FRAMING & 1ST FLOOR BRACING PLAN - BULDING TYPE II 39 57-1 CLUBHOUSE SLAB FORMING PLAN STRUCTURAL ENGINEER FOR REVIEW. FROM AN ESTABLISHED TT a�'TING AGENCY IN ACCORDANCE WiTH THE PROJECT "STRONG -BOLT" OR AN APPROVED EQUAL 11, DEAD KNOTS AND WANES ON LUMBER SHALL NOT BE USED UNDER THE SPECIFICATIONS, GENERAL NOTES OR PREVAILING BUILDING GODS, WHICH EVER 2, ADHESIVE ANCHORS SHALL BE HILTI "RE 500" , SIMPSON "SET GQNNECTOR PLATES. 13 S2-3 3RD FLOOR FRAMING & 2ND FLOOR BRACING PLAN _ BUILDING TYPE II 40 S7-2 CLUBHOUSE FOUNDATION PLAN D Tf 12, WATER FOR CONCRETE SHALL BE CLEAN, FRESH, AND DRINKABLE. 15 MARE STRINGENT. ALL MATERIAL SAMPLING AND TESTING SHALL BE PERFORMED EPDXY" OR AN APPROVED EQUAL 12. DESIGN AND DETAILING OF PRE -MANUFACTURED PRODUCTS, CONNECTIONS, 14 52-4 R00F FRAMING & 3RD FL00R BRACING PLAN -BUILDING TYPE II 41 57-3 CLUBHOUSE ROOF FRAMING AND BRACING PLANS 13. GQNCRE'TE MIX DESIGNS MUST BE SUBMITTED A MINIMUM OF 15 DAYS PRIOR IN ACCORUANCE WITH ASTM REQUIREMENTS. FOR ADDITIONAL INFORMATION ON MATERIAL SAMPLING AND TESTING, RIFER TO PROJECT SPECIFICATIONS AND 3. POWDER ACTUATED FASTENERS SHALL BE HILTI "DS SERIES AND ACCESSORIES SHALL BE IN ACCORDANCE WiTH THE RECOMMENDATIONS OF TO THE START OF WORK FOR ENGINEER AND OWNER'S TESTING LAI�QRATORI( GENERAL NOTES, THE TESTING AGENCY SHALL. SEND COPIES OF AL1. STRUCTURAL FASTENERS" SIMPSON "PDPH SERIES FASTENERS" OR AN APPROVED EQUAL. THE A,I.T.C. 'TIMBER CONSTRUCTION MANUAL" AND THE N,F.PA, "NATIONAL 15 53-0 STAB FORMING PLAN -BUILDING TYPE ql � BLDG. 7 & 12 42 58 1 FOUNDATION SECTIONS & DETAILS STR,UCTUR�AL APPROVAL PRIOR TO PLACEMENT OF CONCRETE IN THE PLANT OR FIELD. ANY TESTING REPORTS DIRECTLY TO THE STRUCTURAL ENGINEER, ARCHITECT, DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION". 16 S3 -OA SLAB FORMING PLAN -- BUILDING TYPE III ® BL.DG, 2,5 & 6 43 S8-2 FOUNDATION SECTIONS & DETAILS ADJUSTMENTS IN APPROVED MIX DESIGNS INCLUDING CHANGES IN ADMIXTURES CONTRACTOR, OWNER AND BUILDING DEPARTMENT (IF REQUIRED)ANY MATERIALS 4. ALL WOOD FASTENERS AND HARDWARE SHALL BE A5 MANUFACTURED BY 13, TRUSSES SHALL BE DESIGNED AND FABRICATED BY TRUSS MANUFACTURER, THE 17 s3-1 FOUNDATION PLAN -BUILDING TYPE III 0 BLDG, 7 & 12 44 S9-1 FLOOR FRAMING SECTIONS & DETAILS �,� SP�CI�iC�►Tit�NS MUST BE SUBMITTED IN WRITING TO THE ENGINEE=R AND OWNER'S TESTING WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL BE (IMMEDIATELY SIMPSON STRONG -TIE, ALTERNATES SHALL BE SUBMITTED TO ENGINEER FOR DESIGN SHALL BE PREPARED BY A REGISTERED ENGINEER BEARING A LICENSE LABORATORY FOR APPROVAL PRIOR TO USE IN THE FIELD. BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. R�EW. IN THE STATE THE PROJECT IS LOCATED. 18 S3 -1A FOUNDATION PLAN -BUILDING TYPE III BLDG, 2,5 & 6 45 59-2 FLOOR FRAMING SECTIONS &DETAILS 14, WELDED WIRE FABRIC (WWF) SHALL IN AGCQRDANCE WITH ASTM A165, REQUIRED ITEM SCHEDULE 5. HOLDOWNS, STRAPS, AND HURRICANE CUPS SHALL BE INSTALLED ACCORDING 14, TRUSSES SHALL BE DESIGNED FOR THE LOADING CRITERIA NOTED ON PLANS, 19 S3 -Z 2ND FLOOR FRAMING & 1ST FL00R BRACING PLAN - BULDING TYPE III 46 S9-3 ROOF FRAMING SECITONS & DETAILS PROVIDE FABRIC IN FLAT SHEETS (ROLLED SHE E15 ARE NOT ACCEPTABLE). CONCRETE -REINFORCING MILL CERTIFICATES TO MANUFACTURER'S RECOMMENDATIONS. 20 53-3 3RD FLOOR FRAMI+IG & 2ND FLOOR BRACING PLAN - BIHLDING TYPE IM 47 510-1 SLAB FORMING PLAN -GARAGES LAP FABRIC TWO MESHES AT SPLICE LOCATIONS, 15. MAXIMUM LIVE LOAD DEFI�CTION SHALL BE SPAN / 480 FOR UNIT FLOOR, 15, ALL REINFORCING STEEL SHALL BE SUPPORTED TO MID -DEPTH USING CONCRETE - CYLINDERS AS REQUIRED PER SPECIFICATIONS 6. ADHESIVE ANCHORS (HVA) SHALL BE AS MANUFACTURED BY SIMPSON AND BALCONY TRUSSES, 21 53--4 R( FRAMING & 3RD F100R BRACING PLAN - BU NG TYPE III 48 510-2 FOUNDATION PIAN -- GARAGES ; PLASTIC CHAIRS SPACED AT 48" ON CENTER EACH WAY. POST -TENSION TENDONS (2) 5 FT. SAMPLES PER REEL. STRONG -TIE OR HILTI. ONE FROM EACH END 7, ALL FASTENERS ANTI CONNECTORS IN DIRECT CONTACT WITH ACQ TREATED 16. DEFERRED SUBMITTALS SHALL BE SUPPLIED FOR ALL FLOOR AND ROOF TRUSS 22 S3 -4A ROOF FRAMING & 3RD FLOOR BRACING PLAN - BUILDING TYPE III SPLIT 49 510-3 ROOF FRAMING PLAN - GARAGES 16. AFTER COMPLETING THE SURFACE FINISH ON A CONCRETE POUR, THE POUR - -" SHOP DRAWINGS. SHALL BE COVERED WITH PIAS"IIC AND KEPT DAMP FUR TWE NEXT 72 HOURS. EXPANSION ANCHOR INSTALLATION COORDINATE WiTH ENGINEER ON LUMBER SHALL BE HOT DIPPED GALVANIZED OR IMAX (G-185) COATED. "' 23 54-0 SLAB FORMING PIAN -BUILDING TYPE N 17, CURING COMPOUND MAY BE USED IN LIEU OF WET CURING. SUBMIT CURING FREQUENCY OF TESTING DEFT. COORDINATE WITH ENGINEER ON �AaNFORO IFIVF i) A 24 S4-1 FOUNDATION PLAN -BUILDING TYPE IV EPDXY ANCHOR INSTALLATION iP3i.1�s PLANS ARE REVIEry FV AND cONDr.;HAL L 1_'1~ COMPOUND TO ARCHITECT AND ENGINEER FOR REVIEW, CURING COMPOUNDS FREQUENCY OF TESTING A y,.�D FOR PERMrr. A pERMI r {ssuE� SHALL! TH MASONRY AS R 15TRUEC3 TO TIE A LICENSE TO PROCEED `NITH 25 54-2 2ND FLOOR FRAMING & 1ST FLOOR BRACING PLAN - BUWING TYPE N r�- f J``( / 3 - /1' THAT MAY HAVE CONFLICT WiTH THE FINISH SWILL NOT BE USED. r r As AUTHORIT'r ro vloLa.TE, REQUI ED PER SPECIFICATIONS � �� GROUT _FOR MASONRY WALLS AS REQUIRED PER SPECIFICATIONS � �L, ALT_R, OR S>w.r A51CJE ANY OF TH-, 26 54-3 3RD FLOOR FRAMING & 2ND FLOOR BRACING PIAN -BUILDING TYPE N r �- �` �4 /3�/I` 7 �I-{_ N1GFtK AND NJ iCANC._ �Rov{slONS OF THG TECHNICAL. CQDES, NOR sDING 27 S4-4 ROOF FRAMING &3RD FLOOR BRACING PLAN -BUILDING TYPE N - / f" �,/_ /J" % , ,r,~ nF A PERMIT , ___,TNT n �I A CORRE 12P �9� I !� 41� I ® F 49 ��tst/e l3� - -- t� J'�? DEPT FRUM THE f S •r Ns TR OR OF ERRORS ON •THE PLAN. G� OR O'THE'rt �JIOLATIONS OF THE COPES, r' tom► 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 SHALL 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. 7 S.HEARPEMN�ELSCHEDULE COLUMN SCHEDULE FOR FADERS AND DROP BEAMS COLUMN SCHEDULE FOR FLUSH BEAMS MARK COLUMN TYPE BEAM TYPE VERTICAL NAILING FRAMING ANCHORS R FOUNDATION S2 x STUDS -23)-2x S 2)-&10 16d 0 16" H2.5A N.A. N.A. mmo■�■ (2 STUDS < 2 -2x12 16d 0 16" H2.5A N.A. N.A. 0000■�' (3)-2x STUDS 3 1/2" x 9 1/4" PSL 116d 0 16" H6 RSP4 N.A, S4 (4)-2x STUDS 2 3 1 x 11 1/4" PSL 16d a 16" H6 CS22x4o 2 -RSP4 RSP4 S3 4 -2x STUDS 3 1/2" x 9 1/4" PSL 16d 0 16" H6 CS2200 (2)-RSP4 S4 (4)-2x4 or (3)-2x6 STUDS 3 1/2" x 11 1/4" PSL 16d 0 16" Hfi CS22x40 (2)-RSP4 16d 0 16" O.C. ALT -3"x,131 0 12" O,C, TOP PLATES, LAPS, AND INTERSECTIONS �p (2) - 16d (ALT = 3 - 3"031 NAILS) CONTINUOUS HEADER, TWO PIECES ALONG EACH EDGE 16d 0+ ■o0B O.C. (ALT= 3"x,131 0 8" O.C.) CEILING JOIST TO PLATE TOENAIL U3__- 8d 2 om CONTINUOUS HEADER TO STUD TOENAIL 4 - 16d 0008■�■ NAILS CEILING JOISTS, LAPS OVER PARTITIONS FACE, NAIL (3) - 16d (ALT = 4 - 3"x,131 NAILS) HMOEmmmommummom TOENAIL 2 - 16d ALT =.3 - 3 x.131 NAILS BUILT-UP CORNER STUDS ALONG FACE 16d 0 24" O,C, ALT=3"x,131 0 8" O,C. BUILT-UP GIRDER AND BEAMS T & B STAGGER 16d 0 _em■A�006■0�■D0 ■■�ooa■oo■■ ENDS AND SPLICES 4 - 16d (ALT = 6 - 3'x.131 NAILS SHEAR PANELS TO BEARING PLATES FACE NAIL (12) - 10d T & B tom► 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 SHALL 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. 7 S.HEARPEMN�ELSCHEDULE NOTES: 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 FADERS AND DROP BEAMS COLUMN SCHEDULE FOR FLUSH BEAMS MARK COLUMN TYPE BEAM TYPE VERTICAL NAILING FRAMING ANCHORS R FOUNDATION S2 x STUDS -23)-2x S 2)-&10 16d 0 16" H2.5A N.A. N.A. S3 (2 STUDS < 2 -2x12 16d 0 16" H2.5A N.A. N.A. S3 (3)-2x STUDS 3 1/2" x 9 1/4" PSL 116d 0 16" H6 RSP4 N.A, S4 (4)-2x STUDS 2 3 1 x 11 1/4" PSL 16d a 16" H6 CS22x4o 2 -RSP4 NOTES: 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 <iooW <150FT2 DARK COLUMN BEAM VERTICAL _ HUS212-2 RS NA TYPE TYPE NAILING NA 3-2x12 FOUNDATION S2 2 -2x STUDSZ(27--2x10 3 1/2 X 9 1/4 PSL 16d 16" H2.5A N.A. NA. S3 3 -2x STUDS S(2) -2x12 16d 0 16" H2 55A RSP4 RSP4 S3 4 -2x STUDS 3 1/2" x 9 1/4" PSL 16d 0 16" H6 CS2200 (2)-RSP4 S4 (4)-2x4 or (3)-2x6 STUDS 3 1/2" x 11 1/4" PSL 16d 0 16" Hfi CS22x40 (2)-RSP4 NOTES: 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 <iooW <150FT2 2-2x10 HUS210-2 NA NA 2•--2x12 HUS212-2 NA NA 3-2x10 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 L5�1�2X 8 PSL NA HGUS5.5/12 HGUS5.5/14 1. BEAM SIZE SHOWN IS MEMBER TO BE CONNECTED. 2. TRUSS TO BEAM RANGERS 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'-O" 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 LV 1370 LBS 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 NAAdT+TG TENSION V CS22x40 (12)-1pd 845 LBS d CS2000 (14)-10d 1030 LBS 0 CS18x48 (18)-10d 1370 LBS CS1608 o 1705 LBS MSTI36 �■00000■B■ 1525 LBS M048 (26)-10d 2830 LBS �7 MST160 (38)-10d 4135 LBS 8 MST48 (32)-16d 3635 LBS MST60 (46)-16d 4830 LBS 10 MST72 (56}-16d 6945 LBS NAILS STUD TO SOLE PLATE TOENAIL OR END NAIL (4)-8d or 2)-16d 3 ei FACE NAIL 1 Od 0 16" O.C,ALT=3"x,131 8" O.C. DOUBLED TOP PLATE_ FACE NAIL 16d 0 16" O.C. ALT -3"x,131 0 12" O,C, TOP PLATES, LAPS, AND INTERSECTIONS �p (2) - 16d (ALT = 3 - 3"031 NAILS) CONTINUOUS HEADER, TWO PIECES ALONG EACH EDGE 16d 0+ ■o0B O.C. (ALT= 3"x,131 0 8" O.C.) CEILING JOIST TO PLATE TOENAIL U3__- 8d 2 om CONTINUOUS HEADER TO STUD TOENAIL 4 - 16d 0008■�■ 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 x.131 NAILS BUILT-UP CORNER STUDS ALONG FACE 16d 0 24" O,C, ALT=3"x,131 0 8" O,C. BUILT-UP GIRDER AND BEAMS T & B STAGGER 16d 0 em ■■�ooa■oo■■ ENDS AND SPLICES 4 - 16d (ALT = 6 - 3'x.131 NAILS SHEAR PANELS TO BEARING PLATES FACE NAIL (12) - 10d T & B 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 NAAdT+TG TENSION V CS22x40 (12)-1pd 845 LBS d CS2000 (14)-10d 1030 LBS 0 CS18x48 (18)-10d 1370 LBS CS1608 (22)-1pd 1705 LBS MSTI36 (14)-10d 1525 LBS M048 (26)-10d 2830 LBS �7 MST160 (38)-10d 4135 LBS 8 MST48 (32)-16d 3635 LBS MST60 (46)-16d 4830 LBS 10 MST72 (56}-16d 6945 LBS FRAMING ANCHORS MARK SIZE NAILING TENSION �1 LTP5 (12)-8d 555 LBS V LTP4 (12)-8d 670 LBS L1 A35 (12)-8d 450 LBS BRIDGING TO JOIST RSP4 (8)-8d 315 LBS I N H6 d (16)-81. 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/ CS20x4O" STRAPS AT 48" o.c.. STRAP AND FRAMING ANCHOR NAILING SCHEDULE BALA1 ON FRAMING STUD HEIGMT EXTERIOR INTERIOR i V 20 0 16" O.C. 2x4 0 16" Q.C. 11' TO 14' 2x6 .0 16" Q.C, 20 0 12" O.C. 15' TO 20' 2x6 0 12" O.C, 24 0 16" O,C. 21' TO 23' 2x6 0 8" O.C. 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 LOAD - REARING WALLS 8 NAILING 16 JOIST TO SILL OR GIRDER TOENAIL 3 - 8d 24 28 ROOF TRUSS TO PLATE TOENAIL(2) -- 16d ALT = 3 - 3x.131 NAILS BRIDGING TO JOIST TOENAIL EACH END 2) - 8d I N 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 w 3"x.131 NAILS STUD TO SOLE PLATE TOENAIL OR END NAIL (4)-8d or 2)-16d 3 DOUBLE STUDS FACE NAIL 1 Od 0 16" O.C,ALT=3"x,131 8" O.C. DOUBLED TOP PLATE_ FACE NAIL 16d 0 16" O.C. ALT -3"x,131 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" O.C.) CEILING JOIST TO PLATE TOENAIL U3__- 8d 2 2.4 CONTINUOUS HEADER TO STUD TOENAIL 4 - 16d (ALT = 6 - 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 x.131 NAILS BUILT-UP CORNER STUDS ALONG FACE 16d 0 24" O,C, ALT=3"x,131 0 8" O,C. BUILT-UP GIRDER AND BEAMS T & B STAGGER 16d 0 16" O.C, ALT=3"x.131 0 8" O.C. ENDS AND SPLICES 4 - 16d (ALT = 6 - 3'x.131 NAILS SHEAR PANELS TO BEARING PLATES FACE NAIL (12) - 10d T & B FRAMING NAILING SCHEDULE LENGTH OF SHEARWALL/DRAG.WADS WALL TYPE LOAD - REARING WALLS 8 12 16 PARTY WALL 20 3rd LEVEL 24 28 20 0 16" O.C. V N V I N V I N V I N V I 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 2.1 4 2,8 5 3,5 6 4.2 7 4.5 7 E E 1.6 2 2.4 4 3.2 5 4.0 6 4.8 8 5,6 9 NOM: 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 Ic SCHED. SPACING L SCHED. SPACING SCHED. SPAS STAGGERED SPJD SPACWG LAYOUT' NOTE, SEE PLAN FOR STUD SPACING IN EXCEPTION TO SCHEDULE AND FOR STUD SPACING OF NON-STANDARD HEIGHT WALLS. THREE STORY BUILDING AREAS W-1. 1/80 WALLS 0 IST do 2ND FLOOR/ 10'-1 1/8" 0 3RD FLOOR) LEVEL LOAD - REARING WALLS EXTERIOR EXTERIOR INTERIOR PARTY WALL BREEZEWAY 3rd LEVEL 2x4 0 12" Q,C, 2x4 0 16" O.C. 20 0 16" O.C. 20 0 16" Q.C. 2nd LEVEL 2x4 0 12" O,C, 20 0 12" O.C. 20 0 16" O.C. 20 0 12" O.C. 1st LEVEL 1-2X4 STAGGERED W 2- 2x4 24" Q.C. 1-20 STAGGERED W/" 2- 2x4 24" O,G, 12x4 12 O.C. 1-2X4 STAGGERED W/ 2- 20 024" O.C. MAINTENANCE BUILDING (9'-1 1/8" WALLS, TYP,) LEVEL CLUBHOUSE BUILDING (10'-1 1/8" WALLS TYP.) EXTERIOR WALL HEIGHT LOAD LOAD - BEARING WALLS 24 0 16" O.C. OR 20 0 16" O.C, 2x6 0 16" O,C. OR 2x4 0 16" O.C. INTERIOR 2x6 0 16" O.C. 10'- 1 1/8" 2x4 0 16" O.C. 26 0 16" O,C, or 2x4 0 16" O.C. 11 NA, 2x6 0 16" O.C. 24 0 16" O.C. or 20 0 12" O.C. 15'-0"- 16'-0" 2X6 0 12" Q.C. 2X6 0 16" O.G. 17'-0"- 20'-0" 2-24 0 12" O,C. 2x6 0 12" O.C. MAINTENANCE BUILDING (9'-1 1/8" WALLS, TYP,) LEVEL LOAD - BEARING WADS EXTERIOR INTERIOR 1 st FLOOR 2x4 0 16" O.C. 24 0 16" O.C. OR 20 0 16" O.C, FITNESS CENTER (HGT, VARIES) WAIT. HEIGHT LOAD - � WALLS EXTIERIOR INTERIOR 10'- 1 1/8" 20 0 16" O,C. 2x6 0 16" O,C. OR 2x4 0 16" O.C. 11'-0"- 14'-0"T 2x6 0 16" O.C. 2x6 0 16" O.C. OR 2x4 0 12" Q.C. mm 1, REFER TO "WOOD FRAMING NOTES" SECTION OF STRUCTURAL SPECIFICATIONS FOR CONDITIONS OF USE FOR FINGER JOINTED STUDS. 2, REFER TO "WOOD FRAMING NOTES" SECTION OF STRUCTURAL SPECIFICATIONS FOR MATERIAL AND LUMBER GRADE USING DFL OR SYP, 3. NON-BEARING WALLS SHALL BE 20 0 24" O.C.. 4. SHEARWALLS SHALL BE FRAMED IN ACCORDANCE WITH SCHEDULE ABOVE. IN NO CASE SHALL STUD SPACING BE GREATER THAN 16" O.C. 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 ATTR SIZE LOCATION AND SPACING TENSION EMBEDMENT H1 (10) - 8d TYPE 2 WW WALLS NERIOR WAILS 1/2"0 ANCHOR BOLTS 7" 48" Q.C. 72" O.C. 1/2"0 EXPANSION 2 1/4" NA, 72" O.C. ANCHORS 5 (2) ­� H6 (32) - 8d 0,177 A POWDER- 6 H14 (27) - 8d ACASUATERS 1 1/2" NA, 24" Q.C. 1470 LBS. 8 LGT2 (30) - 16d OWDER-- 0.099'0 POWDER- RL RR "L ACTUATED ACTUADFORM t" N.A. 12" O.C. NAIMAS 130 PSF 130 PSF 40 PSF 16 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. 4 H6 (16) - 8d 950 LBS. 5 (2) ­� H6 (32) - 8d 1900 LBS, 6 H14 (27) - 8d 1350 LBS, 7 H16 (12) - 10d 1470 LBS. 8 LGT2 (30) - 16d 2050 LBS. NOTES: I. 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 TOENAIUNG TRUSS BOTTOM CHORD TO BEARING PLATE. ROOF TRUSS CONNECTION SCHEDULE DESIGN CRWIA WIND DIRECTION PRIVATE PUBLIC PITCHED 250LBS BALCONY RE: ROOF \� 15PSF h�R_ O X44 FRAMING Oh PLANS 100 CL LTT20B FOR LAYOUT (2)-1/2"0 (10)-10d ?2 ® WINDT TCDL 17 OOF DECK ' Ju� DIRECTION HTT5 BEARING � - (26)-16d 5090 LLS L':BGLL SURFACE ZO/R' 0 0 0 ® HD913 WALL RL RR "L FRAMING 10 10 10 TOTAL 65 PSF NOTES: I. 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 TOENAIUNG TRUSS BOTTOM CHORD TO BEARING PLATE. ROOF TRUSS CONNECTION SCHEDULE DESIGN CRWIA TRUSSES FLOOR PRIVATE PUBLIC PITCHED 250LBS BALCONY AREA ROOF 15PSF TCLL 40 100 100 20 LTT20B 5/8"0(*) (2)-1/2"0 (10)-10d 1500 LBS ® HTT4 TCDL 17 20 20 10 HTT5 5/8"0(*) - (26)-16d 5090 LLS L':BGLL q 0 0 0 ® HD913 7/$"0(*) -- (3)-7/8"0 0 9900 LBS "L BCDL 8 10 10 10 TOTAL 65 PSF 130 PSF 130 PSF 40 PSF 16 U.S.I. 0 0 0 25% SPACING 24" 24" 24" 24" DEPTH OR PITCH 18" 0.25/12 16 1/2" RE: ARCH 1. TC = TOP CHORD, BC BOTTOM CHORD 2. LL = LIVE LOAD, DL m DEAD LOAD 3. ROOF LIVE LOADS MY BE REDUCED ACCORDING TO APPLICABLE CODE REQUIREMENTS FOR RISE AND TRIBUTARY CONSIDERATIONS. 4. LOADS MARKED THUS (*) INCLUDE DISTRIBUTED WEIGHT OF SPRINKLER SYSTEM AT 2PSF. 5. DEAD LOAD INCLUDES SELF WEIGHT OF TRUSS (ESTIMATED 5 PSF). 1. REFER TO PLANS FOR OTHER LOADS NOT SCHEDULED. 2. REFER TO ROOF APPURTENANCE SCHEDULE FOR REACTIONS FROM VERTICAL COMPONENTS. TRUSS LOADING SCHEDULE HOL DOWN TYPE MARK SIZE FLOOR DESCRIPTION 250LBS WATER HEATERS 250LBS HVAC UNITS 60PLF INTERIOR WALLS 15PSF EXTERIOR WALLS 1. REFER TO PLANS FOR OTHER LOADS NOT SCHEDULED. 2. REFER TO ROOF APPURTENANCE SCHEDULE FOR REACTIONS FROM VERTICAL COMPONENTS. TRUSS LOADING SCHEDULE HOL DOWN TYPE MARK SIZE CONNECTION SIZES SPECIFIED SPECIFIED FASTENERS ANCHORS STUD BOLTS STUD NAILS TENSION CAPACITY O STHD14 INSERT - (38)-16d(s) 5025 LBS 2 LTT19 3/4"0(*) - (8)-10d 1340 LBS 3/4"0 LTT20B 5/8"0(*) (2)-1/2"0 (10)-10d 1500 LBS ® HTT4 5/8"0(*) - (18)-16d 4235 LBS d HTT5 5/8"0(*) - (26)-16d 5090 LLS �7 HD78 7/800(*) (3)-3/4"o - 6645 LBS ® HD913 7/$"0(*) -- (3)-7/8"0 0 9900 LBS (5.1 HD12 1 1"0(*) (4)-1"0 - 12665 LBS Im' 1. MD14 ANCHORS MUST BE SET BEFORE SLAB IS POURED, 2, 2-20 STUDS REQUIRED AT EACH HOLDOWN EXCEPT HD12 WHICH REQUIRES 3 STUDS. 1. SSTB ANCHOR BOLTS MAY BE SUBSTITUTED IN LIEU OF ANCHORS MARKED THUS N- 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 LOCATION ALTERNATE TYPES CORNER REACTION (LBS) SPECIFIED ANCHORS EXPANSION ANCHORS SIZE EMBEDMENT ADHESIVE ANCHORS SIZE EMBEDMENT <5/8.0 5/8"0 7" 5/8"0 5" 3/4"0 3/4"0 8" 3/4"0 6 5/8" 7/8"0 1"o 9" 7/8"0 6 5/8- 1-0 1.0 9" 1� 8 1/4" Im' 1. MD14 ANCHORS MUST BE SET BEFORE SLAB IS POURED, 2, 2-20 STUDS REQUIRED AT EACH HOLDOWN EXCEPT HD12 WHICH REQUIRES 3 STUDS. 1. SSTB ANCHOR BOLTS MAY BE SUBSTITUTED IN LIEU OF ANCHORS MARKED THUS N- 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 NOES 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 APPl1RTFNANC F ;rbFnl ]IF ROOF DIAPHRAGM NAMING SCHEDULE LOCATION SIZE CORNER REACTION (LBS) BOUNDARY 8d 6" HEIGHT 8d 6" FIELD ASPECT RAW (W/L) 6" • H0,25 F 0.5 0,75 1 1,25 1.5 1.751 2 4 90 7_8M_70 " _T6_075-0- 540 630 720 1440 8 160 320 480 640 800 960 1120 1280 2560 12 360L20 0 1080 1440 1800 2160 2520 28§0 5760 16 4 0 0 2560 3200 3840 4480 5120 10240 • 10003000 • 14000 15000 16000 7000 8000 16000 NOES 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 APPl1RTFNANC F ;rbFnl ]IF ROOF DIAPHRAGM NAMING SCHEDULE LOCATION SIZE SPACING BOUNDARY 8d 6" PANEL EDGE 8d 6" FIELD 8d 6" 011 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 1, MINIMUM PENETRATION IN FRAMING IS 1 5/8" TRUSS SPAN 2. DIAPHRAGMS ARE UNBLOCKED 0 - 10 FT 3. NAILING SHOWN IS FOR EACH FLOOR LEVEL 11 - 20 FT UNLESS NOTED OTHERWISE ON PLAN. • PANEL EDGE NAILING FLOOR TRUSS STRONGBACKS TRUSS SPAN NUMBER OF ROWS REQURED 0 - 10 FT 0 11 - 20 FT • PANEL EDGE NAILING 2 20' O.C. • w • • w • • w 'Z " s • • w • a • �- FIELD NAILING w • z • • • w • ♦ e s • a V) � • • ca r • w • • • r • • 0 • tl • • tl N • �, • a a w a s tl•« w w PANEL EDGE NAILING .• » • PANEL EDGE NAILING FLOOR TRUSS STRONGBACKS TRUSS SPAN NUMBER OF ROWS REQURED 0 - 10 FT 0 11 - 20 FT • PANEL EDGE NAILING 2 20' O.C. • • 'Z • f FIELD NAILING « • z • • • w • ♦ e s • a V) • • 0 • • f • • a • .• , PANEL EDGE NAILING « 9 FLOOR TRUSS STRONGBACKS TRUSS SPAN NUMBER OF ROWS REQURED 0 - 10 FT 0 11 - 20 FT 1 21 = 30 FT 2 ROOF TRUSS TOP CHORD BRACING TRUSS SPAN LATERAL BRACE SPACING DIAGONAL BRACE SPACING 0 - 20 FT 8' O.C. 30' O.C. 20 a 40 FT 7' O.C. 20' O.C. ROOF TRUSS BOfTTOM CHORD BRACING PASS N LATERAL BRACE DIAGONALSPACING BRACE 0 - 32 Fr 15' O.C. 35' O.C. 32 048 Fi 15' O.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 SHALT. 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 WALL - TRUSS PARALLEL" ON FLOOR FRAMING SECTIONS AND DETAILS SHEET. 5. ROOF TRUSS CHORD BRACES SHALL BE A MIN. 2X4 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 0 C� 07-U-12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET of U 6__0;: 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 INTERSECTING WALL FRAMING DETAIL BOUNDARY NAILING RE: SCHEDULE HOLDOWN ANCHOR RE: PLAN WALL FRAMING DETAIL r �'tIOR WALL COMPONENTS AND CLADDING WIND LOADS LEVEL. ZONE EFFECTIVE PR SURES PSF) 2nd -3rd 18.8 psf 195 pff WIND AREA (FT') 18.8 sf 200 ff THICK ZONE 1 10-20 +13.3, -20.7 GYP SHEATHING 5/8" 50-100 +10.6, -19.7 ZONE 2 10-20 +13.3. -36.8 ROOF 5/8" 7" 50-100 +10.6, -29.9 ZONE 3 10-20 +13,3, -54.4 5/8" 4" 4" 50-100 +10.6, -46.1 ® ZONE 4 10-20 +23.1, -25.0 12" 8d common 50-100 + 20.7, -22.6 WALL ZONE 5 10-20 +23.1, -30.9 50-100 +20.7, -26.1 NOTES: 1. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES, 2. ROOF OVERHANG COMPONENTS AND CLADDING DESIGN PRESSURES SHALL. BE -43.0 PSF FOR ZONE 2. PR 3. ROOF OVERHANG COMPONENTS AND CLADDING DESIGN PRESSURES SHALL BE -72.4 PSF FOR ZONE 3. MAIN WIND -FORCE RESISTANCE P3 DESIGN PRESSURES INTERIOR ZONE LEVEL. PRESSURE TRIBUTARY LOAD 3rd -ROOF 18.8 sf 53 pff 2nd -3rd 18.8 psf 195 pff 1st -2nd 18.8 sf 200 ff WIND LOADING DIAGRAM NET UPLIFT = 5.5 PSF TYP. PANEL SHEAF 0 SIN CONDI a. 0 CL pi TYPIC FLOOf PROVIDE 112-5 FRAMING ANCHOR fs PROVIDE TWO 1x4 LET -II BRACES, IN CH DIRECT OF EACH UN AT ALL FL LEVELS IF SHEATHING OF 2-16d SHEARWALLS S NOT CON TYPICAL WITH FRAMIN . Illy,y3r . 2xi0 END BLOCK NAIL W/3 -12d EA END MATCH WALL HEIGHT FLOOR DETAIL AT LADDER BRACE 20 DIA. 4-164 TYP.---\\ 3-16d TYP. - r 01 • 2x4 BLOCKING -- NAIL W/5 -12d IN EACH DIRECTION ROOF DETAIL cnurni a rn r SCHEDULED SHEATHING FACE NAIL 6-1Od TYP - 2-2x4, NAIL W/1 6d 0 16" TYP. DRAG TRUSSE 20 BLOCKING 0 EA END OF BRA FRAMING ANCHORS RE: DRAG TRUSS LOAD SCHEDULE 2x STUD 2-20, NAIL W/16d 0 12" 12 20 SOLE PLATE FLOOR DECK 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 TI DICATED ON PLAN RE PLAN FOR SIZE) A • • SHEAR PANELS MAY BE OMITTED AT EXTERIOR STRAPS SHALL BE NAILED IN ACCORDANCE WITH SHEARWALLS WHERE OSB SHEATHING IS SECURED STRAP NAILING SCHEDULE ACROSS THE FLOOR CAVITY PER TYPE "D NAILING. ;� FLOOR DETAIL AT SHEAR BLOCKS CrTi7il �liTif��il NAIL 1 4 2" 1WN ONLY WHERE TED ON PLAN 'LAN FOR SZE) SHEARWALL NAILING SCHEDULE WALL TYPE SHEATHING MATR'L NAIL SPACING SPACING SIZE NAIL SIZE DESIGN LOAD MARK TYPE THICK BOUNDARY FIELD Q GYP SHEATHING 5/8" 4" 7" 6d galy. 200 plf ® WALLBOARD 5/8" 7" 7" 6d cooler 115 Mf Q WALLBOARD 5/8" 4" 4" 6d cooler 145 Mf ® PLYWOOD 15/32" 4" 12" 8d common 490 plf -OR- OSB 7/16" XMI 1, WALLBOARD TYPE SHEARWALLS ARE FOR UNBLOCKED CONSTRUCTION, BLOCK ALL EDGES AT PLYWOOD OR OSB SHEARWALLS. 2. 6d galy. 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 ANCHORAGE SCHEDULE MARK SILL BOLTS DIAPHRAGM NAILING DIAMETER SPACING SIZE SPACING QA 1/2" 48" 12d 16" B 1/2" 48" 12d 16" 1/2" 32" 16d 12" © 1/20 24" 16d 6" SWARMLL MAW csw A B 18" Q.C. A C 12' O.C. KI 30" Q.C. 0 24' Q.C. M88 s 12' Q.C. c c 12' Q.C. 6" Q.C. MA NOTES: 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 (PAF)SHALL BE 0.177? HILT] "DS" SERIES OR APPROVED EQUAL, 5. P.A.F. SHALL NOT BE USED ON EXTERIOR SHEARWALLS. SHEARWALL ANCHORAGE SCHEDULE TOP OF PLATE ELEVATION WITH DOOR OPENING TOP OF PLATE SILL BOLTS, RE: ANCHORAGE SCHEDULE FOR SIZE & SPACING SHEARWALL LENGTH - RE: PLAN TYPICAL SHEARWALL ELEVATION PARALLEL TO FLOOR FRAMING \ull hrAV Tn NAILING , I 2x4 SILL PLATE ® w BO DARY OOR % NAILING �] � HOEDOWN i -- - - -- ANCHOR BOLT 1 XOR SILL BOLTS RE: FOUNDATION RE: ANCHORAGE ANCHORAGEL I SCHEDULE: FOR SCHEDULE SHEARWALL LENGTH - RE: PLAN SIZE AND SPACING 1----- ----- ! SHEARWALL LENGTH - RE. PLANS RE: DETAIL 17 THIS SHEET �� FOUNDATION DETAIL ,_ELEVATION WITH WINDOW OPENING�PICAL SHEARWAEL. ELEVATION__.= PERPENDICULAR TO FLOOR FRAMING SS ING ANCHORS )RAG TRUSS SCHEDULE A. END )EMIL 12 SIMILAR SHEET POSTS EA. END 'ETAIL 17 I SHEET ACES END OF BALL I BRACES DETAIL 7 i SHEET WIND POST EACH END IPPLES TYP EA. END DETAIL 12 SHEET WIND POST :1CH END DETAIL 17 SHEET M u,, 070-112 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET ITT17•M Bum By JAP � Checked By DAB Appvmd By DM FARE f8. # ���1,ti11t � 1 tph IR N No f! R.� 64'164 ' �ErG• .p ;t0 STAT OF •*�'ROMk AJ A8, ,1 8 11III 1'" ° D"vTw I SHEARWALLS SECTIONS AND DETAILS r a_ • Rd r 070-112 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET ITT17•M Bum By JAP � Checked By DAB Appvmd By DM FARE f8. # ���1,ti11t � 1 tph IR N No f! R.� 64'164 ' �ErG• .p ;t0 STAT OF •*�'ROMk AJ A8, ,1 8 11III 1'" ° D"vTw I SHEARWALLS SECTIONS AND DETAILS ROOF TRUSSES 0 24" O.C. H2.5A, TYPICAL L 0 EACH TRUSS I TOP PLATE 20 0 12 O.C. 0. 0 42 KNEE WALL BY TRUSS MANUFACTURER. DESIGN f HORIZONTAL FORCES RE, S PLANS FOR LATERAL LOAD 2x4 0 12 O.C. W KNEE WALL BY TRUSS MANUFACTURER. DESIGN FOR GRAVITY AN HORIZONTAL FORCES RE: SHEARWALL PLANS FOR LATERAL LOAD REQUIREMENTS 2-2x4 9 16 Q.C. AP li DDITIONAL )UIREMENTS CS20x4O STRAP 0 48* O.C. CONCRETE SLAB ON GRADE ANCHOR BOLTS RE: SCHEDULE FOR SIZE AND SPACING 3 STORY CONTINUOUS LOAD PATH WALL ELEVA11ON N.T.S. ROOF DECK ROOF TRUSS H2.5A, TYPICAL U.N.O. 0 EACH TRUSS TO DBL TOP PLATE 0.:ca :z o m D d CONCRETE SLAB ON GRADE ANCHOR BOLTS RE: SCHEDULE FOR SIZE AND SPACING 3 STORY CONTINUOUS LOAD PATH WALL ELEVA11ON N.T.S. ROOF DECK ROOF TRUSS H2.5A, TYPICAL U.N.O. 0 EACH TRUSS TO DBL TOP PLATE 0.:ca :z o H2.5A 0 24" O.C. DBL PLATE TO STUD 3 STORY PLYWOOD BAND ALT, .. ... ..... ... - - N.T.S. rLlTlVVU LLAXZ), im H2,5A 0 48" O.C. SOLE PLATE TO STUD ANCHOR BOLTS RE: SCHEDULE FOR SIZE AND SPACING '77-7,77" cy) cc I -- Lu Cly I 0 w LL- 2 CL 0 0 0 Lu LL - UA 0 co ISSUE AND REVISION NO. Dds 07-U-12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET 17017,11 L, Tr "7111 II Own Ey ft*ad By om AppvmdBy DM F.B.P.E Reg. # 288 Wit I C N,3 No. 64164 9TAll-, OF N N, I% �\�\ I Drip Tits 3 STORY CONTINLKXJS LOAD PATH WALL ELEVATION m ca d 5 C) co w C) C3 z: % OO c; o* m*,d- 8,d- 8 � 00 00 H2.5A 0 24" O.C. DBL PLATE TO STUD 3 STORY PLYWOOD BAND ALT, .. ... ..... ... - - N.T.S. rLlTlVVU LLAXZ), im H2,5A 0 48" O.C. SOLE PLATE TO STUD ANCHOR BOLTS RE: SCHEDULE FOR SIZE AND SPACING '77-7,77" cy) cc I -- Lu Cly I 0 w LL- 2 CL 0 0 0 Lu LL - UA 0 co ISSUE AND REVISION NO. Dds 07-U-12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET 17017,11 L, Tr "7111 II Own Ey ft*ad By om AppvmdBy DM F.B.P.E Reg. # 288 Wit I C N,3 No. 64164 9TAll-, OF N N, I% �\�\ I Drip Tits 3 STORY CONTINLKXJS LOAD PATH WALL ELEVATION 26 (�a BUILDING TYPE I - SLAB FORMING PLAN. 1/84=1'-O" MOLDOWN LEGEND MARK SIZE Q STHD14 ® LTf 19 �3 LTT208 HTT4 HTT5 7 HD7B HD9B 12 HD12 Nt�TE : REFER TO STRUCTURAL SCHEDLLE 50-2 FOR ANCHOR SIZES NA ��`titt►c fi lir N • .pry IV No. 64164 f � R f _ f � T)q L OF ,r Ing T9 BUILDING TYPE I SLAB FORMING PLAN r- r Cr i ��`titt►c fi lir N • .pry IV No. 64164 f � R f _ f � T)q L OF ,r Ing T9 BUILDING TYPE I SLAB FORMING PLAN " 25'-8" 10'--3" 9'-8" 9,-" ELONGATION ��-" 9'-8" 10'-3" 9'-8"�-" �1 (IN) 9�_" 9'-8" 10'--3" 25'-8" 2/3 9 EQ. SP. 112 4 EQ, SP. 3 EQ. SP. 3 EQ. SP. 63 3 EQ. SP. 3 EQ. SP. 4 EQ. SP. 3 EQ. SP, 3 EQ, SP. 64 3 EQ. SP. 3 EQ. SP. 4 EQ, SP. 9 EQ. SP, cp W If) I� lC) tt) t!) If) tf) 6fa t(a ti d d.h"d 16 tt M ►r) M M N crT M M t'iN C»G+G N N N N cN N • - •- •- •- •- •- •-- •-o- 117 9 3/8 18 1 1/4 68 5 3/8 118 9 3/8 19 1 3/8 �- �- ►= F- t= F- F= F- F- ►— F -- -C14 1 3/8 .-. .-� .--. ,.-,. M M M M .--, .--`. M 1rZ .-, M o^•. .--. .�-. .--. .r-. .--, d ;! M 117 Its .--. .-. .r--. ..^•. .--�, tC) lC7 N N t'7 Ira M M r. N M1 ..--.. .-•�. N N M M r^. tC] M r^. .-�, r -r tC) tf7 �f M M tC) .--. .--. .�--. .--. d d d d tti �! �t7 t17 ..-. ..-'-. r^-. �(i u7 f+) ►'�a o'^w.. .^, N N t+7 t i"'.. N Fes! i-, a--, a -r N N .-, ..-. r--. .--. .--. 1;W1 r^�. .--. tL� �i �i d �Ci .�, .-^.. to Lo 23 .__. .,.. ..._+. *.� •.,.r ..... �e ...i '�.✓ w,�. a..., w.f ti,i .�.. .._.. .__. w._.+ �... +.... •✓ .,.. w... +..... w„r w,,,.,r w„w a_„r M •....n' u .... ._..- ♦.,,i r,.r M M •... �,.� r,,,i M M tl? t!7 �!� 10 k? h) ...i �+' w..r ti.+ �..... �... �... � M K? M "I n w") N7 � ...... .._.. •...r -... ....� 10 26 1 7/8 76 t[) ham- FW- (A Fes- h F - C7i ham- Fes- ud7 .- �Nry F-- 92 F- t�7 d 9 4 tf7 9 P µ� 12 F- �t�]7] F- Q N 1d- (�- 1�- 1�7 +d F�-� Fes- tfi Fes- tt� ham- f. Of Fes-• I-- Imo- {tri �d ttt.J h tt7-1 C17 p� .op- pN� AMU o�Ct� ul tqD f'* I p� C17 9'-8" 9'—`'2" 80 9'-�" 9'-8" 10'-3" 25'-8" 31 9 EQ, SP. 4 EQ. SP, 3 EQ. SP. 3 EQ, SP. 32 3 EQ. SP. 3 EQ. SP. 4 EQ, SP. 3 EQ• SP, 3 EQ, SP. F- 1— F - 9 EQ, SP. h- h - F-- F- F - F - 1-- F-F- 34 i-� 7 " T3747)- 132 (47) T31 _1 59) Ad 1 T30 159) T29.1 64) T28 164) T27 164) T26 164) 1 58-2 1 C3 -� T25 159) T24 159) 'No Ao T23 159) T2Z 159) T214159) T20 Ll59) T18 15�? 19 159) Ti Tl (fi3) 7 63) T 159) .00 ?' AT ALL 01CA 1ONS T114159) 17 rbc: r,;IAL AlEPLAN) T12 159) T11 159) T10 159) I T8 J164) T7 164) /� TG164) 2 T5 159) T!4119) T3 (47) "o T7 T2 (47) 47 i— ADDL #5 0 12" O.C. MID DEPTH OF SLAB ADDL #5 0 12" O.G. MID DEPTH OF SLAB ADDL #5 0 12" O.C. MID DEPTH OF SLAB -2 �1-'--ADDL #5 0 12" O.C. MID DEPTH OF SLAB 1�— .---� f�tC7tf)I(7If)NIL7 LENGTH ELONGATION LENGTH ELONGATION LENGTH i^� (FT) r'` �� � �1 (IN) (FT"} N N V)Uitf)M�� 12 2/3 62 5 112 8 7/8 13 3/4 63 5 113 9 MN7NQM !'.:� 7/e 64 5 1/8 114 9 15 cp W If) I� lC) tt) t!) If) tf) 6fa t(a ti d d.h"d 16 tt M ►r) M M N crT M M t'iN C»G+G N N N N cN N • - •- •- •- •- •- •-- •-o- 117 9 3/8 18 1 1/4 68 5 3/8 118 9 3/8 19 1 3/8 �- �- ►= F- t= F- F= F- F- ►— F -- -C14 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 C14 1 7/8 75 6 1/8 o 10 26 1 7/8 76 6 1/8 t- 10 1/8 27 2 77 6 1/4 F•• 10 1/8 28 2 1/8 F- 6 1/4 25'-8" 1O'--3" 9$-8" 9'-�" 79 gA" 9'-8" 10'-3" 9'-8" 9'—`'2" 80 9'-�" 9'-8" 10'-3" 25'-8" 31 9 EQ, SP. 4 EQ. SP, 3 EQ. SP. 3 EQ, SP. 32 3 EQ. SP. 3 EQ. SP. 4 EQ, SP. 3 EQ• SP, 3 EQ, SP. 33 3 EQ. SP. 3 EQ. SP. 4 EQ. SP. 9 EQ, SP. 133 BUILDING TYPE I - FOUNDATION PLAN Ri pr T1 00,(47) T101 (47) T1—) — P E I i soot:, :a- ►ra GRADE BEAM SCHEDULE MARK SIZE TENDON VERTICAL. WIDTH DEPTH TOP BOTTOM SIZE SPACING PB M 14" 24" 1/2"0 12 0 3 48" PB I 2 14" 24" 1 0 1/2-0 3 48" MARK SIZE REINFORCING ' VERTICAL - WIDTH DEPTH TOP BOTTOM SIZE SPACING RB 14" 24" 2-T5 2- 5 J3 48" I16" 14" N/A 2ry#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 = REF. + 0'-0" µFOUNDATION 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 �.� 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 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 7/e 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 5/6 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 INSIDE OF FORM. BEAM TENDON DRAPE HAS BEEN INCLUDED. 3, TOP TENDONS IN GRAVE BEAMS SUPPORTING SHEAR WALLS WTTH WOW SHALL BE OFFSET 4 INCHES FROM BEAM CENTERLINE 8 Dw By JAP AWovW By om P.6.P.E Peg. # 28688 rr ' Nc). 64164 ..• � � � •N. � win "C ".•4u- . Dmwkg Tft BUILDING TYPE I FOUNDATION PSI r y ! 11 SET t COORDINATION SET IMB-12 Dw By JAP AWovW By om P.6.P.E Peg. # 28688 rr ' Nc). 64164 ..• � � � •N. � win "C ".•4u- . Dmwkg Tft BUILDING TYPE I FOUNDATION PSI 141'-8" OUT TO OUT SLAB 4'-11;" V 4'-11i" WWII rel"/J wlRJ 12 CAR GARAGE -SLAB FORMING PLAN va.. a •wr MARK rw► �1 r MA //vv vm' i O %/�I i �4 HTT4 ;'"ll I •I '� '.•1 �1 • '>�r so %/! r ■. • '.•/ '�• %/.. %i, i %/J. ��J i %/, 'e • ��% r r • a • • r r M r r r r • r r A a It00 w vo�► pm as as • ' � 1s. � rw..:: W , , .. „.. rr.� 1•uwrrl.ww.r�rww w.w 4►.w�.r+++rw�w .. , .,W„ vrr ^�, m, .,_ :. n,..,µ,.,.. w.. , wsr. ` w.r� ry; °rte: ••c ru�rn^ •r.•z- ,� /' r • .,•1 � 1� , rl � r , •� ���, • •� • • /�7/ . • '� r • �x" r .r.,•1 � � ■ ..•1 /./ . •1 r • •1 7. %/ • �► • • i• / • •1 %. r � %■ %/ . � r .. i• ;/ •1 %. r '.•1 � ;/ • '`I '� �` rwrrrrr...,_....__ ............-. ■w•ucr••�•rr. rwawra ziw■•a� rr.v�u.�c�cur.x•r�rYu••�..� .•rl.�l.�rrr wr. ruuir wlrcw rr. �rrw■..�ul•aWf arwru�..�lwr •■�• _-rurr.ur�rr.rrl w_r.wrulrlr•lurxir•rr, � r �I. ,,....�.,,.",. rV , ..,,,,... / ....,,,.. ....,, ,. .,,•.,:,,... ....,;, ., ..:,,... , ., ,.»,,.,,.,.,„ ,,.,�,, . � , ..,.�:..., -rr.- _ -vac- ^v."ru�a�:�s� -vsr: .wJ,: •rr.- No �I. WWII rel"/J wlRJ 12 CAR GARAGE -SLAB FORMING PLAN va.. a 115'-0" OUT TO OUT SLAB 4'-114i" min LI* n •wr MARK rw► �1 r MA //vv vm' i O %/�I i �4 HTT4 ;'"ll I •I '� '.•1 �1 • '>�r ao o M r ■. • '.•/ '�• • • '�/�/r` 115'-0" OUT TO OUT SLAB 4'-114i" min LI* n 4 i 5'-10" 9'-0" "-0 9'-O/f f'11-0 9"-0" '-p 91 -On x-4 �, 1O CAR GARAGE SLAB FORMING PLAN 1/8"=1'-0" 100'-6" OUT TO 1 9'-0" '-p 9'- C'V� t4� CVS Af 1/8"=1'-0" 'I " 4 -11; 71'-0" OUT TO OUT SLAB •wr MARK rw► �1 r MA //vv vm' i "paxi '�vvw• %/�I i �4 HTT4 ;'"ll ' x.%1 •.,�1 '�• •I '� '.•1 �1 • '>�r R •1 r 1� r ■. • '.•/ '�• • • '�/�/r` •1 �► '.•1 SY •1 �f •1 �• j ' •1 �► '� _ �' • 'e • ��% r r • a • • r r M r r r r • r r A a It00 w vo�► pm as as • ' � 1s. � rw..:: W , , .. „.. rr.� 1•uwrrl.ww.r�rww w.w 4►.w�.r+++rw�w .. , .,W„ vrr ^�, m, .,_ :. n,..,µ,.,.. w.. , wsr. ` w.r� ry; °rte: ••c ru�rn^ •r.•z- %!%. . r•wrryall.wrr.f.uur.raau.r r•:rWulrlrrt rro uuWwurr .,.-.._ ...:...:....� .__.::..........._,. 7/. w••rurv. rllaWrrnur••.r rwrrrrr...,_....__ ............-. ■w•ucr••�•rr. rwawra ziw■•a� rr.v�u.�c�cur.x•r�rYu••�..� .•rl.�l.�rrr wr. ruuir wlrcw rr. �rrw■..�ul•aWf arwru�..�lwr •■�• 4 i 5'-10" 9'-0" "-0 9'-O/f f'11-0 9"-0" '-p 91 -On x-4 �, 1O CAR GARAGE SLAB FORMING PLAN 1/8"=1'-0" 100'-6" OUT TO 1 9'-0" '-p 9'- C'V� t4� CVS Af 1/8"=1'-0" 'I " 4 -11; 71'-0" OUT TO OUT SLAB LVi SMA AM lom. m 6m1Km 610M I a T 1 c'v LEGEND. MARK SIZE �1 N." //I LTT19 Q LTT208 �4 HTT4 �5 HTTS 7 HD7B Q C7 HD12 REFER TO STRUCTURAL SCHEDULE SO -2 FOR ANCHOR SIZES I��J � 1 Ix�r 1 1� % r'' ii►, r M r r r r • r A a It00 w vo�► pm as as • ' � 1s. � rw..:: W , , .. „.. rr.� 1•uwrrl.ww.r�rww w.w 4►.w�.r+++rw�w .. , .,W„ vrr ^�, m, .,_ :. n,..,µ,.,.. w.. , wsr. ` w.r� ry; °rte: ••c ru�rn^ •r.•z- LVi SMA AM lom. m 6m1Km 610M I a T 1 c'v H OLDOWN LEGEND. MARK SIZE �1 M014 0 LTT19 Q LTT208 �4 HTT4 �5 HTTS 7 HD7B Q C7 HD12 REFER TO STRUCTURAL SCHEDULE SO -2 FOR ANCHOR SIZES r M r ■ r r 00 A a It00 w vo�► pm as as • ' � 1s. � rw..:: W , , .. „.. rr.� 1•uwrrl.ww.r�rww w.w 4►.w�.r+++rw�w .. , .,W„ vrr ^�, m, .,_ :. n,..,µ,.,.. w.. , wsr. H OLDOWN LEGEND. MARK SIZE �1 M014 0 LTT19 Q LTT208 �4 HTT4 �5 HTTS 7 HD7B HD9B 12 HD12 REFER TO STRUCTURAL SCHEDULE SO -2 FOR ANCHOR SIZES 71'-0" OUT TO OUT SLAB 4'-11 43-9f1 2'_ " 9f_3" 1^6). 8/-3" 1 . p N N n N R r C R A j ,✓ 4 Ll 49'-0""'"9'-0"'91-011 ,-p'9'-0" '—p9-0" 9"-0" 8'-11" 4 CAR GARAGE SLAB FORMING PLAN i1/8"=1'-0" 78'-6" OUT TO OUT SLAB 5A" h f7(1 /0 i �% No s"pas ...... - ■I C14 ,lip / r M r ■ r r A � vo�► pm as as • ' � 1s. � rw..:: W , , .. „.. rr.� 1•uwrrl.ww.r�rww w.w 4►.w�.r+++rw�w .. , .,W„ vrr ^�, m, .,_ :. n,..,µ,.,.. w.. , wsr. ` ___-__ _ _--...._ ..._,._. rr ,. ._,., ..__--__ uu..w ✓r YYu1:11ir:.wrrrr�--- �vr_.•. rxnrurflfWurrurruw-- _-rurr.ur�rr.rrl w_r.wrulrlr•lurxir•rr, � p N N n N R r C R A j ,✓ 4 Ll 49'-0""'"9'-0"'91-011 ,-p'9'-0" '—p9-0" 9"-0" 8'-11" 4 CAR GARAGE SLAB FORMING PLAN i1/8"=1'-0" 78'-6" OUT TO OUT SLAB 5A" h f7(1 /0 i O.M. i Y/% i s"pas %/, C14 r • ■ r r � rw..:: W , , .. „.. rr.� 1•uwrrl.ww.r�rww w.w 4►.w�.r+++rw�w .. , .,W„ vrr ^�, m, .,_ :. n,..,µ,.,.. w.. , wsr. HE 1 � I `- C14 V) O Q Of 1 -v 1 " gl,q" '_0 9"-0 " '-0 9'-0" 9"—p" '—p 9'-p" '-q 1 of-" 6 CAR GARAGE - VAN STORAGE. N.G. SLAB FORMING PLAN 1/8"=11 -pr 78'-6" OUT TO OUT SLAB 6 CAR GARAGE -STORAGE - H.C. -SLAB FORMING PLAN Nxrd 1" W014 DTw By JAP ChedW 8� L>W19 4WmdB P.B.P.E Reg. # z �s • No, 64164 . 719 � ♦ + t "" rel Wng IIIA 41 A GES SW FORDING PLAN 7" 15'- 110'-D" 15'- " 7 - a EQ. SP. 44 EQ. SP. 5 EQ, SP, N w O-./ €..... --HFy-l_ I ��y./ $ `wN./ �J_ $ —ti .._:/ s_ ��IN-_:I $_ �t-+_/J_�N ✓--€ _wNi-✓'- € tiN../ i - �N-./ €_ —� cl� 474 r --T' �N-.✓ —�� `4 N N �"r= N 4�-c N ri � �— -��_ --— i- 4 - -T1 _ i - R ,-- T7 142} � I I i f i I I I € - - ! _ _j _ - _�-I 1-- i !I _ I -I ! s i .� �_._g.._- ". __ 4-s- I_ _ I € r € r � � r r € I j I. I--'�,j-;m._. ,:_.�__.___..::�,..I i _.. ___�,...._..:.�.-,...��.um. _ 1 ---momT5 I € . II € € $ $ € € r . � t € r r .I r € r r° $ I I r € r .ww. �.i_-..� ( I r_..r_.._.,... €........�...r._.r ( �sn.€. � ��.�I �'-; . € T4 1 " I I, € Ij !$ $ I I I s € l s _ i1; ,I $I jt _ _ _ ----_a..l I _ ___ i I T ____� _ _ _ _ �_i - i - l_;____r.�. 1. _ -- �_ ___ _ _ _ _ 3 1..T3 142),rs I € I $.I , I r - - _ __ $., s $i. I __ oI I_! __ �I, �s s(! � ,.. ` .' +-JL l"- — _ ' ( I _ (� i _ _ _+ -s l $ - _' .Irl j I ' _ _ i! _ ( i _ _s _ _i _ . I I t F $ € — I _ i _ -...• € - -i— ( I € -- r -I r - l € - __ r - _€-- -€ r Ir € t I I I I I €TI If Tl 142) T2 142} — ' r — — — $---- ' i s- -i j LS — - -- -- �-I — --I — — — — -- —I _.. I- — _i — $ $ — i -"! — r _ t s __ __-- — r I r i- -il Ll r r 1 - — — I I I I 1 I o0 1 ,�°�12 CAR GARAGE FOUNDATION PLAN 1/8,-1,-0" - - 10 CAR GARAGE -FOUNDATION PLAN 1/8" =1'--0" " 76'-7j" 22'-q- 28 EQ. SP.^ 7 EQ. SP. N N N N N N I N N N N N N N N N N N N N N N I N N N N N N N N I N N N N j N �,.+ .✓ �..- �+..� .,._. .� dp �. ._. w �.... �..� w.. w w v •..• w •... •.,. .� ...i w w... �. ...i ....• w pp .:.� •... w v ct�n w G7 N M) u� ca (� n ao vy C7 �- M •�! tf) ccs t-� 00 • - N ►� et rn cD r. C/ H FN- F- H H MImo- F- W H H H ;,::t> m Fes- Fes-• Imo- 'Y i�- Ta 11 T _ w._ rF-_ r' --r - —I p- I �- �- -r T- -f- —1. r T I „ r r - L - I_�I_ _J__: r r! II rI I I I. I._._.r _ -T_._. _€ _,. T5 iI I +4 1' �.. I__ _ _ �-��i-- .$• .,1, r.......r......,.,:L.�.-..$...�.,$ j I s-.,,»..$... ....i.. ...:._r_ ...,.r.,o. �.$wW,.. I i r_...,r._..�.�...�•.�..., . I i . .W. __.. ..�-. '�. r T3 (101 101) :. i A r ,7111)Tr $ r — T7 (7-T) LENGTH ELONGATION LENGTH V�) Nr --,t 8 CAR GARAGE -FOUNDATION (IN) PLAN T7 (7-T) klt� t t I t t t t t 6 CAR GARAGE STORAGE FOUNDATION PLAN 1/8"=I' -O" " a- to CnLu 15'--3j" 5 EQ. SP. T7 T6 T5 .i/"\ T4 T3 - 4 1 (71) T2 a TENDON ELONGATION CHART LENGTH ELONGATION LENGTH ELONGATION LENGTH �) (FT) (IN) IF I r (M - 12 2/3 38 € i r- _ _-r___._ t —r_. 70 5 1/2 95 7 5/8 120 � � Ir- 7/8 40 3 1/8 66 5 1/44 15 �...r-1 i €._-...r. 3 1/4 67 5 3/8 161 5 7/8 42 3 i4 68 5 3/8 17 1 1/8 43 I_ 69 _ _ 18 1 1/4 44 3 1/2 70 5 1/2 19 r — 1- -4-1 P — 3 1/2 126 10 1/8 20 klt� t t I t t t t t 6 CAR GARAGE STORAGE FOUNDATION PLAN 1/8"=I' -O" " a- to CnLu 15'--3j" 5 EQ. SP. T7 T6 T5 .i/"\ T4 T3 - 4 1 (71) T2 a TENDON ELONGATION CHART LENGTH ELONGATION LENGTH ELONGATION LENGTH ELONGATION (FT) (IN) (FT) (IN) (M (IN) 12 2/3 38 3 64 5 1/8 70 5 1/2 95 7 5/8 120 9 1/2 14 7/8 40 3 1/8 66 5 1/44 15 1 41 3 1/4 67 5 3/8 161 5 7/8 42 3 i4 68 5 3/8 17 1 1/8 43 3 3/8 69 5 1/2 18 1 1/4 44 3 1/2 70 5 1/2 19 1 3/8 45 3 1/2 126 10 1/8 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 26 1 7/8 1 7/8 51 52 4 4 1 /8 77 78 6 1/4 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 9 3/8 88 7 37 2 7/8 63 5 143 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 WAS BEEN INCLUDED. 3. TOP TENDONS IN GRADE BEAMS SUPPORTING SHEAR WALLS WITH HARDWARE SWALL BE OFFSET 4 INCHES FROM BEAM CENTUME. 20 EQ. SP. PrI 'V� ) F—:: I V� )I 4 CAR GARAGE -FOUNDATION PLAN i 00 TENDON ELONGATION CHART LENGTH ELONGATION LENGTH ELONGATION LENGTH ELONGATION (FT) (IN) (Fr) (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 1211 9 5/8 72 53/4 97 734 122 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 j/4 102 8 1/8 127 10 1/8 78 6 i/4 103 8 1/4 128 10 1/4 79 6 3/8 104 8 1/4 129 10 3/8 80 6 �/8 1D5 8 3/8 130 to 3/8 81 6 j/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 7/6 137 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 3/8 142 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 TQ INSIDE OF FORM. BEAM TENDON DRAPE HAS BEEN INCLUDED, 3. TOP TENDONS IN GRADE BAMS SUPPORTING SHEAR WALLS WiTH HARDWARE SHALL BE OFFSET 4 INCHES FROM BEAM CENTIAINE, 54"7 22'-q- 20 2 -820 EQ. SP. 7 EQ. SP. FOUNDATION LEGEND 1. SLAB TENDON LIVE END SHOWN THUS: w •,-- .N... �N.,:... wN �,.i wN..• u1 N w �w' �wN' .�-... �.r+,.). ..,,�.,. �•.,,� CO N ��•r.�` `w� �v1 t2 t�2N N N ' LENGTH OF TENDON N TENDON SEQUENCE H- _ _ o T3 14 T7 (79 -T; Il Y — �, — i� t� �i — t I r'�' I IM 2. SLAB TENDON DEAD END SHOWN THUS: +'--� i i L, i i - I I ( 1, I.:::....:,__. i i I :........ 1- E _ i i .! i- i ii ! I ® - - w I I ! i 3. BEAM TENDON LIVE END SHOWN THUS: 16,(79) I I I I i „, - I r.._j; I_ _ _T _._,..r _ _ r..—' .�. _ _s----. �..� ._r..__ t: I. �r._ _ .r —.._.r _ ���jjl r_ _ _...i.:�,... _ _r ___..i_ _ .-r....:� .r _�.. LENGTH OF TENDON T5 (79) jlL) .11S6_1 TENDON SEQUENCE 1 . _�,__-L_} �_I�I I_ - _ -.. _ .:r. -,L$ r-..1 .r ..� .r _ iI I r__ - - I I - my .. TI 37) T2 (37 5A/S8- I$ $. r-�i �i. -.$ �i $, $,. �r r� -€_ t8A -r1 i T4 (79) i s i �� I ) $ I 1 ;I I 4. BEAM TENDON DEAD END SHOWN THUS: I' I_ I i_ 13 (79) r 1 T" $ $ i - i - r' $ r I --T I I T i -s r I T i $ 1 i - i - -C 'Mm' -Mi- _ a i;, (SINGULAR BEAM TENDON IS BOTTOM TENDON) (79) T2 (79)— f-- —i— r r r — —I f-- — �— —I— $ l i — — —i w — `' ' — r ✓' -, — - r -�y--I 5. THICKENED SLAB �_ t t I t t t t — — — I I 6. . (2) -#4x6' -O" REENTRANT BAR '- �- •-� 7. BRICK LEDGE 8• POUR STRIP 6 CAR GARAGE o VAN STORAGE H.C. FOUNDATION PLAN 1/8'"-V-0" /'f(88'"- '�-0" ',A'_-71- 22,_- /�6 CAR GARAGE -STORAGE - H.C. - FOUNDATION PLAN 1/8"=1'-0" GRADE BEAM SCHEDULE MARK SIZE TENDON I VERTICAL. WIDTH DEPTH TOP BOTTOM SIZE SPACING PB 14" 24" 1/2"0 1 2 0 3 48- PL3 I 14" 24" 1/2"0 1 2 3 48" MARK SIZE VUWAL. WIDTH DEPTH TOP BOTTOM SIZE _PACING RD 14" 24" 27- 5 2N 5 3 48- 58 1 16" 14" N/A 2-#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 = REF. + 0'-0" LL - 07 -V-12 LTNO SET 07-21-12 COORDINATION SET 1"W12 PERMIT SET 1 rio 19h 1: i. i t�! •. c' No 6064 M NATE OF .•'• Vft 76 FOUNDATION PLAN A! 12 CAR GARAGE -ROOF FRAMING PLAN 1/8'_l' -o' 10 CAR GARAPE - ROOF FRAMING PLAN 1/8'=1'-0" 8 CAR GARAGE -ROOF FRAMING PLAN 1/8"=1'-0" 6 CAR GARAGE - STORAGE - ROOF FRAMING PLAN 1/8"=1'-0" A CAR GARAGE ROOF FRAMING PLAN 1/8"=1'-0" /�6 CAR GARAGE�-V�AN -STORAGE - H.C. -ROOF FRAMING PLAN 1/8-=i--o- i CAR GARAGE -,.STORAGE - R10C. - ROOF FRAMING PLAN 1 /8"=1'-0" ROOF PLAN NOTES II 11. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 32. ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. 11 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. 15. INSTALLATION OF TRUSSES SHALL BE IN ! STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. ¢6. TOP AND BOTTOM CHORD BRACING SHALL 1 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: ' = I= - 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. h 4 ROOF MARK FRAMING Cff _7 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 FLUSH BEAMS MARK BEAM SIZE DBI FB1 H1 2-24 DB2 FB2 H2 2-2x8 D83 FB3 H3 2-2x10 D84 FB4 H4 2-2xt2 DB5 FB5 H5 3 1/2 x 9 1/4 PSL D86 F136 H6 3 Q2 x 11 1/4 PSL OB7 FB7 H7 3 1/2 x 14 PSL DB8 F138 H8 3 1/2 x 16 PSL DB9 FB9 H9 3 1/2 x 18 PSL DB10 F810 H10 5 1/4 x 18 PSL SHEARWALL LEGEND SHEARWALL 1 Q I 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) TO_ P 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" 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, �Aa r.7 PF' M_ 077--12 DD Ski 07-21-12 COORDINATION SET 10-x-12 PERMIT SET . 64164 " a � a qTATE OF tr11611I' o 0 9 oA a..........w.v..n.n aLof.. 'TYPE I slf-PS 2' AT ALL LOCA71ONS (RE: CIVIL Sa1'EPL.AN ) BLDG. TYPE I - 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 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 LEVET_ ABOVE. HEADERS, DROP BEAMS and FLUSH BEAMS MAW mm SIZE COLUMN SCHEDULE L� CT 2-24 COLUMN MAR F82 H2 cl Q3 3RD FB3 - 32x4 2ND DB4 3-2x4 3-2x4 3-20 1 ST 2-2x12 4-2X4 4-20 4X8 2 BLDG. TYPE I - 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 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 LEVET_ ABOVE. HEADERS, DROP BEAMS and FLUSH BEAMS MAW mm SIZE D81 FB1 H1 CT 2-24 DB2 F82 H2 2-2x8 2-2x8 D83 FB3 H3 CTI 2-2xlO DB4 FB4 H4 MST60 2-2x12 D85 F85 H5 3 1 2 x 9 1/4 PSL DBS F136 H6 3 1/2 x 11 1 4 PSL - D87 FB7H7 3 1 2 x 14 PSL DB8 FB8 H8 3 1/2 x 16 PSL DB9 FB9 H9 3 1/2 x 18 PSL D810 F1310 HIO 5 1 4 x 18 PSL — s FLOOR h„M.,.N.,w.«a,w..........,,.....,m:..a.,w�..«.....:.....,. MARK FT FRAMING LEGEND «..,.,a....-..�.,...<.«.. . .......:.....w.. _ .,.,w.,..«w:..w.:......,,.,.,,,,..:..+.«.:..,...,.o...:w....,.,,,.. DESCRIPTION FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-2x8 H HEADER FB DB FLUSH BEAM DROP BEAM CTI SLOPED T.C. CORRIDOR TRUSS SHEARWALL LEGEND -- SHEARWALL 1 (l 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 -WK LEGEND SIZE Q CS22x40 Q CS2Ox44 Q CS18x48 Q CS16x48 MST136 (� MSTI48 Q MST160 MST48 Q MST60 MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, I 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. 07-U-12 DD $Er 07-21-12 COORDINATION SEi 10-(x-12 PERMIT SET No. 64164zz 0 BUILDING TYPE I -I - i1" ', S1-2 7 0 F 49 m ell 0//, BLOU. °TYPE I STEMS .:.W,......,.,.._..._... 2' AT ALL, LOCATIONS (IRE: CI1AL SI'IEPL.MI ) 1 ^111 n^^r. WL11 17VVI RE.S 1-2 BLDG. TYPE I - THIRD FLOOR FRAMING & SECOND FLOOR BRACING 1/8"=11-0" - 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. HEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN "HUS: 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. --] HEADERS, DROP BEAMS and FLUSH BEAMS MARK BEAM SIRE DBI F81 H1 2-2x6 COLUMN SCHEDULE��� H2 2-2x8 COLUMN MARK FB3 C1 2-2x1O C2 C3 3RD - 3-20 - 2ND 3-20 3-20 3-20 1 ST 4-20 4-20 4x8 2 BLDG. TYPE I - THIRD FLOOR FRAMING & SECOND FLOOR BRACING 1/8"=11-0" - 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. HEARING WALLS FOR SUPPORT OF FRAMING ARE SHOWN "HUS: 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. --] HEADERS, DROP BEAMS and FLUSH BEAMS MARK BEAM SIRE DBI F81 H1 2-2x6 DB2 FB2 H2 2-2x8 D83 FB3 H3 2-2x1O DB4 FB4 H4 2-2x12 DB5 FB5 H5 3 1/2 x 9 1/4 PSL DB6 FB6 H6 3 172 x 11 1/4 PSL D87 FB7 H7 3 1/2 x 14 PSL DB8 F88 H8 3 1/2 x 16 PSL D89 F09 H9 3 1/2 x 18 PSL OB10 I FB10 H10 5 1/4 x 18 PSL XWzFLOOR MARK FRAMING LEGEND DESCRIPTION FT FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL. STRAND LUMBER 228 22x8 H HEADER FB FLUSH BEAM DB DROP BEAM CTI SLOPED T.C. CORRIDOR TRUSS TOP L LEI. OF PLATE SDATION THIRD CS22x40 + 31'-4 7/8" SECOND a + 191-9" FIRST CS16x48 + 91-1 1/8" -M 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 -MARK LEG EN D- Q CS22x40 CS20x44 a CS18x48 Q CS16x48 Q MSTI36 Q MST148 Q7 MSTI60 MST48 a 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" QSB 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, Li, NO. D* DoWpftm 07-V-12 ' DID SU 07-21-12 COORDINATION SET 10-&12 PERMrT STET BUILDING TYPE I THIRD FLOOR FRAMING & A u 1 1!' :'1_W, Wa si-3 8 0 F 49 BLDG. TYPE I - ROOF FRAMING & THIRD FLOOR BRACING ROOF PLAN NOTES s 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 r AS SHOWN IS FLOOR BELOW, 14, CONVENTIONAL 2x FRAMING AREAS AND/ I OR OVERFRAMED AREAS ARE SHOWN ON PLAN WITH A CROSS HATCHING. i5. I,NSTALLATION 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: 4 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 and FLUSH BEAMS :n:.w.W.«w.:...ow.»:.......✓........ .<:r..:x.u.u:...-.w..wa........».®..m..«.....<:.n-.:....vau.nw.r....+....«»..:......:...<:.<...<+s<.<r� MARK BEAM SEZE COLUMN SCHEDULE LCL 2-2x6 DB2 COLUMN MARK H2 c3 3RD FB3 - 3-2x4 - 2ND F134 3-20 3-20 3-2x4 I ST FB5 4-20 1 4-2x4 4x8 2 BLDG. TYPE I - ROOF FRAMING & THIRD FLOOR BRACING ROOF PLAN NOTES s 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 r AS SHOWN IS FLOOR BELOW, 14, CONVENTIONAL 2x FRAMING AREAS AND/ I OR OVERFRAMED AREAS ARE SHOWN ON PLAN WITH A CROSS HATCHING. i5. I,NSTALLATION 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: 4 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 and FLUSH BEAMS :n:.w.W.«w.:...ow.»:.......✓........ .<:r..:x.u.u:...-.w..wa........».®..m..«.....<:.n-.:....vau.nw.r....+....«»..:......:...<:.<...<+s<.<r� MARK BEAM SEZE DB1 FB1 H1 2-2x6 DB2 FB2 H2 2-2x8 DB3 FB3 H3 2-2x1O D84 F134 H4 2-2x12 DB5 FB5 H5 3 1/2 x 9 1/4 PSL D86 F86 H6 3 1/2 x 11 1 4 PSL DB7 FB7 H7 3 1/2 x 14 PSL DB8 F88 H8 3 1/2 x 16 PSL D89 F89 H9 3 1/2 x 18 PSL DBIO FB10 H10 5 174 x 18 PSL ROOF FRAMING LEGEND, 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 SHEARWALL LEGEND L SHEARWALL i 1 Q 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) g,.�.,<..�.....:W...»,««..M...�,w,w•m:,,,..w~.,,�..w»<��<:<.�....�..,,,«...M..:,�::w»<,..r.,.......�.....e...m,....,..»A:ww<�,.,.„w......,�........»„,w�,..,,,' Y STRAP LEGEND MARK SIZE 1 CS22x40 Q CS20x44 Q CS18x48 CS16x48 Q MST 136 ® MST148 Q MSTI60 ® 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 A] 0 r M L 01-'»12 DID SET 07-21-12 COORDINATION SEI' 10-W12 PERMIT SEI OR, -711 I'±Tit I' BUILDING TYPE I ROOF FRAMING & THO ROOR BRACING PLAN bOLDOWN L�G�ND' MARK SIZE -- STHp14 LTT19 � a UT20B HTi4 Q HTT5 �7 Hp7B Hp�B 12 Hpt� NOTE: REFER TO STRUCTURAL SCHEDULE SO --2 FOR ANCHDR SIZES 135-3" OUT TO OUT SLAB -6" 15'-6" 10t-10" 11'-5" 13'-4" 19'-1" 13'-4" 11'-5" 10'-10" 15'-6" '-6"1' " 1 N 8t—�•" I t N 12'— ANCHOR 1' " 1 " 12'-4" 1 " 8'-5" 1' N I df I� I gI qD 1 ' r I " Lo UC! 2 2 2 0 " A 9g (1 .t vl �d 10 ....w «:,..,:-m•.,�.... ...,.......:.s..� ..,... ...,.nth Imw i It w ' I 2 �r rn 2 x: � r 'st 0 <30 i Q IS`mm w to cn cn •.— . °__- -- 5 z y r. ;�.r r„a^wr nr^r,u✓r rl all 3 _ ta,:,,,,�J J,:.�,"� ✓" 1 ..«.,.�"., ;t 1 , f N � n x..77. N x� 3 1t16":� dl>� �:�-,.:" ,�„ 14 g -6 1 9,- 9 6 1,�,, 0'O" 9'-"t\,aT17" 11 . . . . . t y 99 yj g 10 A2A A r 2" A .M..:,..�,,..,.ww..� { 8 y .,•„,.�"ka,,,„tzup,:...,, ,.,.....1 1-4— ....^.. I gY r o " rt 1�g I 3�.. • kV <ij °10 —4 1 s� vO 'v`,�'• � ���y^�t�y' e . i " .."^_°'p`".:6 �....�S2zcr." .a°:vr.•'z�..c�, .,.,.,.,....,,,.,w 3..""". 4 S .•: ,,,,,.,,... 4 • t .• F �.w.vrr.... q ......:.....:......,...•. .S �,�j� ,w 9, • : I.: 'I`'rr..,...., r �f 9..„ ,�;,:ws:SY.,Iw ws wr � ; t d' dw�"! .1 tJ i. � p ,.•� `� �1� R A 1.. ,,✓� f b" cain.rs�.r. /j"�' iii iii. �. !t u,. ....n. nw„v 'zGatu ,�:' =,».,. 4�a ,^. ... �...: ",_ ,.% „d. .,, ," .«....»,✓`" .w.,w+^,,..x.....w,w.:.d:�.".., _....^, .....::.....:_,.W.,;:.. • tea`^ - w�. r+w"w -� � .�� mow„,."'" .,,,�� s ..d ���� d�; n �M_ M � �..� �• �, ° � :r^"'~.....„„ 4 ...,^..,.--''^«,„r ru^„r; a, .... �� M • ,,,.., .:n• ""°tea^""" - � °,• ['ueSM✓ ae� j �^`` �, ,wn v Fil Mus IJ.W`^. `.w,"^'�jtl"� 4 �' i uuwxa;uw�:w� $$:re�ai�z b"• ..aate,�..�yi ac�,eo�.G- � �h..;,,:.,...' � ����xx```«`°°°°°°1 � w ...rN..""" "' t. .. '^""-'�� .M•.r '..wn. c - I ed^<qy,.�.��r -^m MU >r 1 ig ° y i�rvJ Lw ,:,"✓yyy .•9•.. Yu "�" ..•.. d..w., u .5 •,�iW N ` rt t Eu . S _ �.'�:,. „.1 i � . , j, p:,N 9'- " A 2 W " 14' 6 " 9'-f " 9'-q" 14' " � N 0,-q. r� A� IT k I 0-1. v.„ 9 � d k .t�.,,_•$'•'".:.... .,�.y, .,.:i,o..,"«.:.,,:.....W.. ..-:f "iti" 1, ..«...._...,.wb ,.: •,.,.,,w .,. r ... ..... W.,, ,,....,•W 'i...:l -a^,.. •�,'4n :- „•;g.,;;�,:•�,,.,i;d, ,k (AJi.OYw.:,.w:.rw...uw_r:"rp 'a.sw•, .�.'+' �r 5 C14 LLJ CL CL 2 2 I � YL v � ..w..� iu'r "Lo vo A A 00 00 Es): j", P L A ,,.,.,........,.�.,.n N ..... L I to 1 " 8'-5" 1 " 12'-4" 1 1 " 12'-4" 1 8'-5" 44 41-0N 1 t ,-6N 15'-6" 10'-10" 11 t-5" 13'-4" 19'-1" 13'-4" 11'-5" 10'-10" 15'-6" '�-6"1 " 7K 7 E 1 11 L1 Ll 135'-3" OUT TO OUT SLAB BUILDING TYPE IISLAB FORMING PLAN— J/8"=1 t-0" r r� � 1 � 11 I L� Pry Nwft 0116814 Film ay JADM P Cto*od By DAB AppvAd I F,BdP,No. 64164 E Reg.. # 26688 • iPr, "^ • vwf •'"" �/ ��'^�^q^{ L Fa �.." � IMV BUILDING TYPE 11 SLAB FORMING PLAN BUILDING TYPE 11 — 1/8'=l' -O' ADDL #5 0 12" O.C. MID DEPTH OF SLAB FOUNDATION PLAN ADDL #5 0 12- O.C. MID DEPTH OF SLAB (---)`,'T 1—` L_()CJR T85 (16) T86 (16) T87_ 51) T88 (51) ow- --woo-L T89 (51) — mom, T90 (51) now, mom jNw- IBM- alp- Now- No- T91 -Eiv59 T92 (51) -- go - T93 (51) T94 (51) T95 (16) T96 (16) GRADE BEAM SCHEDULE SIZE TENDON I VERTICAL MARK - wm DEPTH Top BoTromiSIZE SPACING. PB (EXT) 14" 24" 11/2"0 1/2 0 3 48 - PB (INT) 14" I 24"� 1 O 1/2"0 3 48" L I �..] SIZE REINFORCING VERTICAL MARK .WIDTH DEPTH TOP BOTTOM SIZE SPACING RI3 14" 24" 2- 5 2- 5 3 16" 1 N/A 1 245 1 N/A N/A 64 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. L--- - SLAB ON GRADE L.- _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: CIVIL = REF + 0'-0" FOUNDATION LEGEND 1. SLAB TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE — - - No- T3 (14) 2. SLAB TENDON DEAD END SHOWN THUS: - - ----I 3. BEAM TENDON LIVE END SHOWN THUS: LENGTH OF TENDON:" TENDON SEQUENCE Tl 37 T2 (37) --, "k- 4, BEAM TENDON DEAD END SHOWN THUS: -,-, --I (SINGULAR BEAM TENDON IS BOTTOM TENDON) 5. r THICKENED SLAB 6. (2) -#4x6' -O" REENTRANT BAR 7. BRICK LEDGE 8. POUR STRIP TENDON ELONGATION CHART LENGTH ELONGATION LENGTH ELONGATION LENGTH ELONGATION (M (IN) (FT) (IN) (FT) (IN) 12 2/3 62 5 112 8 7/8 13 3/4 63 5 113 9 14 710 64 5 1/8 114 9 15 1 65 6 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 6/8 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 4 718 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 6 718 136 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 Q 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 a 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 a 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 Ill 8 7/8 NOTES: 1. EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2. TENDON OM SHOWN REPRESENT INSIDE OF FORM TO MOE OF FORM, BEN TENDON DRAPE HAS BEEN INCLUDED, 3. TOP TENDONS IN GRADE BEAMS SUPPOITONG SHEAR WALLS WITH HARDWARE SHALL BE OFFSET 4 INCHES FROM BEAM CENBUNE. qq) t4l' All, A!"T ". 01 U) LU 23 (L CLQ 0 0 2c 0 -j ILI LU U- p c - M R 0 4c 0 0 LL- Uj cf) c!) 0 ISSUE AND REVISION NO. Dde _Ds9aWw 07-227-12 OD SIET 07-21-12 COORDINATION SET 10=8-12 PERMIT SET Project Number O1i M4 Own By JAP 0a*od By om AWmW By om F.B.P.E Reg, # 28688 N No. 04164 STATE OF 001 ft" Ta BUILDING TYPE 11 FOUNDATION PLAN 11 OF 49 ~~ BLDG.TYPE on SECOND FLOOR U & FIRST U BRACING 1/O"=l1'O" 'FLOOR P NOTES 1. DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM � SCHEDUI E, 2. BACKGROUND OF ARCHITECTURAL, LAYOUT AS SHOWN IS FL[K>M BELOW. 3. PEARING WALLS FOR SUPPORT OF FMAW|MQ ARE SHOWN 4. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. / 5. THE STABILITY OF THE FLOUR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAW|NG3, 0. 8R|DQ|NQ SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET 9MAU' ME INSTALLED CONCURRENTLY WITH TRUSS ERECTION. 7' HANGERS ARE SHOWN THUS: AND SIZES ARE SHOWN ON CONNECTION SCHEDULE. 8. VERTICAL SUPPORT FRAMING OF HEADERS, DR0P, AM OR FLUSH BEAMS SHALL 8� 2-2x4 U.N.V. IN COLUMN SCHEDULE. 9, FLOOR TRUSSES ARE 18" AND SHALL BE SPACED 24^ ON CENTER /U.N.O.\. 10. CORRIDOR TRUSSES ARE 18' .N.0. IN SECTIONS) BE 3P/CED 24^ ON CENTER, TYPICALLY. 11. TYPICALCONSTRUCTION DETAILS ARE SHOWN ON THE FLOOR FRAMING 3EIT(ONS, 12. SHEARWAJlS 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 ffm SIZE DB1 FBI Hl 2�24 082 F82 H2 2-2x8 CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 D84 FB4 H4 2-2xI2 FLUSH BEAM DB DROP BEAM CT1 SLOPED T.C, CORRIDOR TRUSS CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. DB7 F87 H7 3 1/2 x 14 PSL DB8 FB8 H84 - 31/2 x 16 PSL _D810 FB10 10 5 1/4 x 18 PSL FLOOR ARK M _7�_FLOOR FT FRAMING LEGEND DESCRIPTION TRUSS BT BALCONY TRUST— 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 WAMN CS1 808 SHEARWALL SHEAR0AL- �� ~ ~~ H0LD0WN ANCHOR LOCATION `--- STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE hA{30EOFWALL NO, OF SHEAR PANELS OR BRACES AT FU)0R3 LENGTH (FI) STRAP [EGEND SIZE CS1 808 CS I 6x48 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. EXTERIOR SHEATHING � ALL EXTERIOR WALLS TO �~- SHEATHED 'v 7/16' °~° OR 15/32~ COX PLYWOOD SECURED NK Od COMMON NAILS AT 6" O.C. AT ALL EDGES AND 12" �C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PUN. SHEATHING MAY DE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED 5HEARYAL[ LOCATIONS,U tic NO D* 07-V-12 DO SIFT 07-21-12 COORDINATION SET 10-M12 PERMIT SET BUILDING TYPE AUk �� " � 1� �� °~ `� a nw nr.nr- 6411 !W% RE.S2-2 BLDG. TYPE II - THIRD FLOOR FRAMING k SECOND FLOOR BRACING 1/8"=1'—O" 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 BT MARK CT BEAM SIZE DB1 F81 H1 2^2x6 DB2 F82 H2 2-2x8 D83 FB3 H3 2-2x1O DB4 F84 H4 2-2x12 D65 F85 H5 3 1/2 x 9 1/4 PSL D86 FB6 H6 3 1 2 x 11 1/4 PSL 087 FB7 H7 3 1/2 x 14 PSL OB8 FB8 H8 3 1 2 x 16 PSL DB9 FB9 H9 3 1/2 x 18 PSL DBtO FB10 HIO 5 1/-4x 18 PSL FLOOR FRAMING LEGEND MARK DESCRIM" 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 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 SIZE CS22x40 Q CS20x44 (3 CS18x48 4 CS16x48 } MST136 ® MSTI48 Q MST16O MST48 Q MST60 ® MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIOE 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 PIAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS, Co LL. Its rim n r 07-+27-12 DD SET 07-21-12 COORDINATION SU 100.12 PERMIT SET Dramn By op Qmcked By DM Appoved By DM ..g ,+v 64164 =. • z A I rl �- 6% NATE OF -44 X1;1 1 D t # � 0 BUILDING TYPE IIIA THIRD FLOOR FRAMING & FLOOR BRACING S2-3 13 0 F 49 36 4 H2 H H2 H7 H/- HZ H2 H2 D — 36 4 TOP OF PLATE LEVEL IBM ELEVATION D83 COLUMN MARK .....3 . . _ ISI G1 + 31'-4 7/8" SECOND 2-2x12 + 19'-9" FIRST 2ND + 9'--1 1/8'. 320 3-20 3-20 1 ST 3 1/2 x 11 1 4 PSL 42x4 440 4x8 2 H7 3 1/2 x 14 PSL 068 I01 H8 3 1/2 x 16 PSL D89 F139 H9 MIDI DB1O F810 H10 5 1 T4 x 18 PSL �a I I I owl H/- HZ H2 H2 D — 36 4 TOP OF PLATE LEVEL IBM ELEVATION D83 COLUMN MARK .....3 . . _ THIRD G1 + 31'-4 7/8" SECOND 2-2x12 + 19'-9" FIRST 2ND + 9'--1 1/8'. BLDG. TYPE II - ROOF FRAMING k THIRD FLOOR BRACING ROOF PLAN NATES 11 11. DECKING THICKNESS AND MATERIAL NOTES I ARE SHOWN IN STRUCTURAL SPECIFICATIONS E AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. s2. ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. j3. BACKGROUND OF ARCHITECTURAL LAYOUT fi 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 s PROVIDED BY MANUFACTURER, 6. TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS I PLACEMENT. 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: 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 1 I and FLUSH BEAMS MARK OEM :............ . SIZE DBI FB1 HI 2-26 µCOLUMN SCHEDULE IBM 2-2x8 D83 COLUMN MARK .....3 . . _ 2-2x1O G1 FB4 RD 2-2x12 — 3-20 — 2ND 3 1/2 x 9 1/4 PSL 320 3-20 3-20 1 ST 3 1/2 x 11 1 4 PSL 42x4 440 4x8 2 BLDG. TYPE II - ROOF FRAMING k THIRD FLOOR BRACING ROOF PLAN NATES 11 11. DECKING THICKNESS AND MATERIAL NOTES I ARE SHOWN IN STRUCTURAL SPECIFICATIONS E AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. s2. ROOF SLOPES VARY AND SHALL BE VERIFY WITH ARCHITECTURAL ELEVATIONS. j3. BACKGROUND OF ARCHITECTURAL LAYOUT fi 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 s PROVIDED BY MANUFACTURER, 6. TOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS I PLACEMENT. 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: 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 1 I and FLUSH BEAMS MARK OEM :............ . SIZE DBI FB1 HI 2-26 D82 F82 H2 2-2x8 D83 F83 H3 2-2x1O DB4 FB4 H4 2-2x12 065 F85 H5 3 1/2 x 9 1/4 PSL D86 F86 H6 3 1/2 x 11 1 4 PSL D87 F67 H7 3 1/2 x 14 PSL 068 FB8 H8 3 1/2 x 16 PSL D89 F139 H9 3 1/2 x 18 RSL DB1O F810 H10 5 1 T4 x 18 PSL i ROOF MARK RT FRAMING LEGEND DESCRIPTION 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 LEG—ffi d-.-- 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 SIZE Q CS22x44 Q CS20x44 Q CS18x48 6) CS16x48 Q MSTI36 Q MST148 a MSTI60 MST48 Q MST60 MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, I EXTERIOR SHEATHING TI 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 SND, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. S- O 07-27>12 W SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET No. 64104 X (jI K STATE OF -4 T�! i.a ••XXX \1.1 N A ■' BUILDING TYPE III & IA ROOF FRAMING & THIRD ROOR BRACING PIAN 14 0 F 49 c BUILDING TYPE III @ BLDG, 7 & 12 ----SLAB FORMING PLAN 1/8*=l'—O" HOLDOWN LEGEND MARK SIZE Q STH014 LTT1 9 LTT20B HTT4 HTT5 HD7B HOW 12 HOi2 NOTE, REFER TO STRUCTURAL SCHEDULE 50-2 FOR ANCHOR SIZES T--0) . � LL . 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(�" 14,-r ,. �:, ... 14 , s' o" 4'-1" 2' — AF. v �I.� 1 IT A A ;yuw.w. �r � l ..,, .:. :,:.,.,.,,.,,,., .,,,,,. - �.�....... ',m„$.„. 7�' Y 4 3 , • * _ I d ,. g g g I I I I Ca C7 �_ � A O r•' / J r. sj � � h� s ry " 3 3 t" m x„ 1a, 3 3 go 00 T y I I I I 1 ST F1 OOR Ilk fit• �n. �..��... A ; mm.,mM. �?�. ;M 4'-1" 81-3" 1 " 8'-5" 1 " 12'-4" 1U 1 " 121-4" 1 " 8'-5" 1 8'-3n 4,_1n 1`-4" '-4 13'-4" 121'4" 111_5" 13'-4" 24'-1" 13'-4" 11'-5" 121-4" 131-4" 1_$7 131'-7" OUT TO OUT SLAB BUILDING TYPE III BLDG. 2,5 6 SLAB FORMING PLAN bOLDOWN LEGEND W16111 7.0-11170101,17" f � w - r M A o1'm FBAE Reg. # 28M Ejl ,Iw iStt i '' ro • +54164 N4. '. w (1l ti1�\+'Daft Ile I r� BUILDING TYPE III ®LOG. 75 & fi SLAB FORMING PLAN 25'-8" EQ. SP. 10'-3" EQ. SP. 13'-4" 5 EQ, SP, T31(50) '4- LENGTH T30 (50) LENGTH T29 50) T29�(50) aOao (FT) 00 w as T27�(65) 2/3 62 T24_(62) ►� .t �t . Tzz 6z) L8 .- •- •- T24 (62) <a ea T21 (12) ca ea T22(62) 1 BUILDING T14E(62);TEpS T21�(62) 2'ArBt= m, 6, 06 (LSE: CI1IILTI1.7.8.0 r T20 (62) t-.. n n r� T1 T1�(fifi} n M T16(62) 5 3/8 T7 L6 5) T15�(62} n n T14�(62) r-� r T13�(62) T3 50) 1 3/8 T12(62) 5 1/2 �' T11 (62) nr, "' T10 (65) P: w- .- .- ,- n h t- P� 1� ti n r , T8� 22 tD T7�(65) 5 3/4 122 T6 t� tCt7� Cn �p� T5 t� U i T4 11) rn 00 � � F-- F°-- T3 (50} 6 124 10 25 1 7/8 T1 51 T2 51 125 25'-8" EQ. SP. 10'-3" EQ. SP. 13'-4" 5 EQ, SP, LENGTH '4- LENGTH TIO (50) LENGTH T29 50) (FT) aOao (FT) 00 w as 12 2/3 62 T24_(62) ►� .t �t . Tzz 6z) 63 .- •- •- 14 <a ea ca ca ea T1�) 1 BUILDING T14E(62);TEpS 5 1/4 2'ArBt= m, 6, 06 (LSE: CI1IILTI1.7.8.0 r n t-.. n n r� r• n M -1 T8 65) i 5 3/8 T7 L6 5) .- n n r. r-� r 9 3/8 T3 50) 1 3/8 69 5 1/2 �' 9 1/2 nr, rte ui P: • .- .- ,- n h t- P� 1� ti n r , ADDL #5 0 12" O.C. MID DEPTH OF SLAB ADDL #5 0 12" Q.C. MID DEPTH OF SLAB BUILDING TYPE III @ BLDG. 7 & 12 - FOUNDATION PLAN 1 /°"= I'-0" 12'-7�" 4 EQ. SP. 12'-7j" 4 EQ. SP. 13'-4" EQ. SP. 10"-3" EQ, SP. 25'-8" 9 EQ. SP. LENGTH '4- LENGTH TIO (50) LENGTH T29 50) (FT) f (FT) T27 65) (FT) 12'-7j" 4 EQ. SP. 13'-4" EQ. SP. 10"-3" EQ, SP. 25'-8" 9 EQ. SP. ADDL #5 0 12" O.C. MID DEPTH OF SLAB ADDL #5 0 12" Q.C. MID DEPTH OF SLAB c�FLO T:2=5) LENGTH T31 _(50) LENGTH TIO (50) LENGTH T29 50) (FT) (IN) (FT) T27 65) (FT) T2fi fi5) -1 12 2/3 62 T24_(62) ►� T2��) 13 . Tzz 6z) 63 5 113 T20 (62) 14 T19 (62) 64 7 66} T18 66) 116 62) 9 T1�) 1 BUILDING T14E(62);TEpS 5 1/4 2'ArBt= m, 6, 06 (LSE: CI1IILTI1.7.8.0 9 1/4 T12�) 1 T11 62) 5 1/4 116 9 1/4 T9 65) M -1 T8 65) i 5 3/8 T7 L6 5) 9 3/8 T6 50) 1 1/4 T5 L5 0) CD n n n n - 9 3/8 T3 50) 1 3/8 69 5 1/2 119 9 1/2 nr, rte ui P: • .- .- ,- n h t- P� 1� ti n r , t 22 tD to 5 3/4 122 uN� t� tCt7� Cn �p� t t� U i 9 7/8 rn 00 � � F-- F°-- 74 ADDL #5 0 12" O.C. MID DEPTH OF SLAB ADDL #5 0 12" Q.C. MID DEPTH OF SLAB c�FLO T:2=5) LENGTH T31 _(50) LENGTH TIO (50) LENGTH T29 50) (FT) (IN) (FT) T27 65) (FT) T2fi fi5) -1 12 2/3 62 T24_(62) ►� T2��) 13 . Tzz 6z) 63 5 113 T20 (62) 14 T19 (62) 64 7 66} T18 66) 116 62) 9 T1�) 1 BUILDING T14E(62);TEpS 5 1/4 2'ArBt= m, 6, 06 (LSE: CI1IILTI1.7.8.0 9 1/4 T12�) 1 T11 62) 5 1/4 116 9 1/4 T9 65) M -1 T8 65) i 5 3/8 T7 L6 5) 9 3/8 T6 50) 1 1/4 T5 L5 0) 5 3/8 T4 50) 9 3/8 T3 50) 1 3/8 GRADE BEAM SCHEDULE SIZE TENDON VERTICAL. MARK WIDTH DEPTH TOP BOTTOM SIZE SPACING PB 14" 24" 1 270 1 2 3 48" PB 1 14" 24" 1 2 0 1/2"0 3 1 48" SIZE REINFORCING VERTICAL MARK WIDTH DEPTH TOP WTTOM SIZE SPACING RB 14" 24" 2" 5 2" 5 3 48" 5* I, 16" 14" N/A 2ry#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. S8 - SHOVEL BEAM, MINIMUM DEPTH OF 14" BELOW GRADE. m_.,..� ..v. -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. + O' -O" FOUNDATION LEGEND ,__] 1. SLAB TENDON LIVE END SHOWN THUS: LENGTH OF TENDON :::::" TENDON SEQUENCE -- T3 (14) 2. SLAB TENDON DEAD END SHOWN THUS: -----i 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) (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 REPRIENT INSIDE OF FORM TO INSIDE OF FORM. BEAM TE" NAPE HAS BEEN INCLUDED. 3. TOP TENDONS IN GRAD BEAMS SUPPORTING SHEAR WALLS WITH HARDWARE SHALL D OFFSET 4 INCHES FROM OEM CF.NTE RI.M. M' OT -V-12 DIT SET 07-21-12 COORDINATION 8ET 1448-12 PERMIT SIS' L"o,-,.► ►i -'.It f J TM No. 6064 m ZZ .TATE CSF wkvTmo BUILDING TYPE III BLDG. 7 & 12 FOUNDATION PLAN aV -- r- T15(50} T14(50) � T13(50} T12 130) T11 130) T10 T8 125) T7 125) T6 125) U21) T4 125.> ADDL #5 0 12" O.C. MID DEPTH OF SLAB Ti 125) C---- T1 129) T2 129) T3 125) T4 125) T5 126) T671-25) n 125) ;712 —5) T9 130) T10 130) T11 130) T12 130) T13 T14 (50) T15�(50) T16 50 25'-8" 9 EQ. SP. 10'_3" 13'-4" 4 EQ. SP. "1 5 EQ. SP. n n n n ro u� u� u a d •d �d �t �n u7 u7 'oLo w ...✓ t.. w ._1 j � .,,,�ti.„✓ w✓ ww QNt7 [p n cra Cri G7 . N r� ¢ tfT 12 I� I� ADDL #5 0 12" O.C. RB MID DEPTH OF SLAB--• ADDL 15 0 12" O.C. MID DEPTH OF SLAB 12'-7j" 4 EQ. SP. 12'-A" 13'-4" 10'-3" EQ. SP, 4 EQ, SP. N N u� �n Lo Ni N 1i� M C4 04 co 1+ QQ 07 r n 1r) cp n 0�,1 Cn O N n 25'-8" 9 EQ. SP. po ADDL #5 0 12" O.C. MID DEPTH OF SLAB ADDL #5 0 12" Q.C. MID DEPTH Or SLAB n r• n n ,n ,¢ ,n �n err u7 u� n r n r r n r �n �n tt� llu�_t`l u7 ,n u7u� t� n n r, r rr7 M r� r*7 to u? try r7 r7 to M N N N N N cV N t�7 r7 th r7 tt1 r� fry l-QcL? n AQ�[7 W C�7N C�`}1 tC! F-- F-� 1-- 1-- tv^ � H � 1-- � 1-- H 1�- F- H � � � � 1-- F-- � F- F-- � Fes- Imo'' F-icC>- I NI � 25'-8" 9 EQ. SP, BUILDING TYPE III @ BLDG. 2,5 & 6 1/8-=i--o- 12l-7j" a, w 10'-3" 13'-4" EQ. SP. 5 EQ. SP. — FOUNDATION PLAN 12' -7j" 4 EQ. SP. 12'-7j" 4 EQ. SP. 13'-4" 10'-3" EQ. SP, 4 EQ, SP. 25'-8" EQ. SP. _010— T68 50) T69 50) T70 50) --Now Bull - DING TYPE IIT STEPS 2' A't- .. . 2, 5, 6. IRE, CIVI N) —ate- -1 mom- lop - T70 5O) T69�) T68 (50) TR7 nl FL00R rRrd 12 GRADE BEAM SCHEDULE SIZE TENDON VERTICAL MARK WIDTH DEPTH TOP BOTTOM SIZE SPACING PB OT 14" 24° 1 20 1 2 0 3 48" P8_LND 14" 1 24" 1/2-01 1/2 3 48" SIZE REINFORCING 1r1ERT1CAlo - MARK 62 W�I BOTTOM SIZE PACING 14" 2ry 5 3 TNolAp 48" !RB �16° 2N#5 N/A N/A 5 113 Sum'' 1.PBS — POST TENSIONED BEAM, STIRRUPS ARE SINGLE VERTICALS AND INSTALLED AS STAKES. u� 11 n CO M Ca .- N r7 .! 16 1 66 5 1/4 116 9 1/4 17 1 1/8 67 5 3/8 ADDL #5 0 12" O.C. MID DEPTH OF SLAB ADDL #5 0 12" Q.C. MID DEPTH Or SLAB n r• n n ,n ,¢ ,n �n err u7 u� n r n r r n r �n �n tt� llu�_t`l u7 ,n u7u� t� n n r, r rr7 M r� r*7 to u? try r7 r7 to M N N N N N cV N t�7 r7 th r7 tt1 r� fry l-QcL? n AQ�[7 W C�7N C�`}1 tC! F-- F-� 1-- 1-- tv^ � H � 1-- � 1-- H 1�- F- H � � � � 1-- F-- � F- F-- � Fes- Imo'' F-icC>- I NI � 25'-8" 9 EQ. SP, BUILDING TYPE III @ BLDG. 2,5 & 6 1/8-=i--o- 12l-7j" a, w 10'-3" 13'-4" EQ. SP. 5 EQ. SP. — FOUNDATION PLAN 12' -7j" 4 EQ. SP. 12'-7j" 4 EQ. SP. 13'-4" 10'-3" EQ. SP, 4 EQ, SP. 25'-8" EQ. SP. _010— T68 50) T69 50) T70 50) --Now Bull - DING TYPE IIT STEPS 2' A't- .. . 2, 5, 6. IRE, CIVI N) —ate- -1 mom- lop - T70 5O) T69�) T68 (50) TR7 nl FL00R rRrd 12 GRADE BEAM SCHEDULE SIZE TENDON VERTICAL MARK WIDTH DEPTH TOP BOTTOM SIZE SPACING PB OT 14" 24° 1 20 1 2 0 3 48" P8_LND 14" 1 24" 1/2-01 1/2 3 48" SIZE REINFORCING 1r1ERT1CAlo - MARK 62 W�I BOTTOM SIZE PACING 14" 2ry 5 3 TNolAp 48" !RB �16° 2N#5 N/A N/A 5 113 Sum'' 1.PBS — 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 — -111- 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. �r*r. (2)—#4x6'—O" REENTRANT BAR 7, LZZZj BRICK LEDGE 8. POUR STRIP TENDON ELONGATION CHART LENGTH I ELONGATION I LENGTH I ELONGATION I LENGTH I ELONGATION (FT) (IN) (M (IN) (IT) (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 5/6 145 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 7/6J. NOTES: 1. EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2. TENDON LENGTHS SHOWN REPRESENT INSIDE OF FORM TO IN' OE OF FORM. BEAM TENDON DRAPE HAS BEEN IICLUOED, 3, TOP TENDONS IN GRADE TEAMS SUPPORTING SHEAR WALLS WITH HARDWARE SWELL BE OFFSET 4 INCHES FROM BEAM CENTERLINE. r�J 07V712 DD SET 07-21-12 COOROINA110N SET 1012 PERMIT SET - , _ -TAI OF t, BUILDING TYPE III BLDG, 2,5 & 6 FOUNDATION PLAN N r ■r � r�J 07V712 DD SET 07-21-12 COOROINA110N SET 1012 PERMIT SET - , _ -TAI OF t, BUILDING TYPE III BLDG, 2,5 & 6 FOUNDATION PLAN jollm- I fli'lli"I'll 1/8"-1'-0" FLOOR PIAN NO 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 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, TYPICAL I Y. 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 D81 MARK FB1 Hi BF71tY1 SIZE 2-2.. x6 If D82 F82 H2 2-2x8 D83 F83 H3 2-2x10 DB4 FB4 H42 -2x12 D05 F85 H5 3 1/2 x 9 1/4 PSL D86 F86 H6 3 1 2 x 11 1/4 PSL D87 F07 H7 3 1/2 x 14 PSL DB8 F88 H8 3 1/2 x 16 PSL D89 F89 H9 3 1/2 x 18 PSL D810 F810 H10 5 1/4 x 18 PSL „ 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 CTI SLOPED T.C. CORRIDOR TRUSS TOP LEVE, OF PLATE ELEVATION ARK SIZE 0 THIRD Q + 31'-4 7/8" SECOND CS18x48 + 19'-9" FIRST + 9'-1 1/8" II SNEARWALL LEGEND SHEARWAI 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 ARK SIZE 0 CS22x40 Q CS20x44 9 CS18x48 Q CSI 608 MST136 Q MSTI48 �7 MR60 a MST48 MST60 MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, EXTERIOR SHEATHING ALL EXTERIOR WALLS TD BE SHEATHED W/ 7/1fi" OS OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" Q.G. 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. Li w 0 ILS C/) 07-V-12 00 SET 07-21-12 COORDINATION SET INA -12 PERMIT SET Tb. BUILDING TYPE III 19 0 F 49 No, 04104 tt OF Vii/" sT ,TE -4U N 4�11111f6 , 19 7■AN �r 16,19 Tb. BUILDING TYPE III 19 0 F 49 Lviti\ Jul RE:S3-2 BLDG. TYPE III - THIRD FLOOR FRAMING & SECOND 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 '7TRICT 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 SHALT_ 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 MARKAA1 SIZE DB1 FBI H1 2-24 DB2 F62 H2 2-2x8 DB3 F83 H3 2-200 DB4 FB4 H4 2-2x12 DB5 F85 H5 3 1/2 x 9 1/4 PSL D86 FB6 H6 3 1/2 x 11 1-/4- PSL DB7 F87 H7 3 1/2 x 14 PSL 088 F88 H8 3 1/2—x 16 PSL DB9 FB9 H9 3 1/2 x 18 PSL D810 FB10 HIO 5 1/4 x 18 PSL I 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 LEVEL ELEVATION CS22x40 THIRD + 31'-4 7/8" SECOND + 19'-9" FIRST + 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 LEGE ND MARE SIZE CS22x40 - CS20x44 Q CS1808 Q CS16x48 Q MSTI36 (,6 MSTI48 (7. MST160 a MST48 Q MST60 Q MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. 71 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. LL NO, D* Dwom 0747.12 DO SU 07-21-12 (WRDINATIQN SEr 10-012 PERMIT SET t?It 26"a" NO„ 64164; TIS s 3-3 hyo _._. TOP .M.OF PLATE. LCL ELEVATION THIRD + 31'-4 7/8" SECOND + 19,-9" FIRST + 9'-1 1/8" BLDG. TYPE III - ROOF FRAMING k THIRD FLOOR BRACING 1/8" -1' -Oa ROOF PLAN NOTES�I 1, DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING k 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 R STRICT ACCORDANCE WITH ERECTION PLANS E PROVIDED BY MANUFACTURER. 16, TOP AND BOTTOM CHORD BRACING SHALL I BE INSTALLED CONCURRENTLY WITH TRUSS = PLACEMENT. 7. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED I ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 38, RIDGE BRACING MARKED THUS: = IM 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". i 12. PLATE HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO p ARCHITECTURAL ELEVATIONS. 113. ROOF AREAS MARKED THUS: I SHALL BE STICK FRAMED. 14, TRUSS ENDS MARKED THUS: -> INDICATE POINTS OF BEARING. I15. END WALL BRACING SHOWN THUS: 3 PROVIDES SUPPORT FOR GABLE TRUSSES. 16. VERTICAL SUPPORT FOR GIRDER TRUSSES I SHALL BE 3-2x4 AT EACH END, HEADERS, DROP BEAMS and FLUSH BEAMS MARK BEAM SIZE COLUMN SCHEDULE FBI H1 2-2x6 COLUMN MARK LEVEL. F82 H2 .... .. ,... ci C2 C3 3RD H3 - 3-2x4 - 2ND H4 3-2x4 3-2x4 3-2x4 IST H5 4-2x4 4-2x4 4x8 2 BLDG. TYPE III - ROOF FRAMING k THIRD FLOOR BRACING 1/8" -1' -Oa ROOF PLAN NOTES�I 1, DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING k 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 R STRICT ACCORDANCE WITH ERECTION PLANS E PROVIDED BY MANUFACTURER. 16, TOP AND BOTTOM CHORD BRACING SHALL I BE INSTALLED CONCURRENTLY WITH TRUSS = PLACEMENT. 7. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECK IS INSTALLED I ACCORDING TO CRITERIA SPECIFIED IN THE STRUCTURAL DRAWINGS. 38, RIDGE BRACING MARKED THUS: = IM 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". i 12. PLATE HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO p ARCHITECTURAL ELEVATIONS. 113. ROOF AREAS MARKED THUS: I SHALL BE STICK FRAMED. 14, TRUSS ENDS MARKED THUS: -> INDICATE POINTS OF BEARING. I15. END WALL BRACING SHOWN THUS: 3 PROVIDES SUPPORT FOR GABLE TRUSSES. 16. VERTICAL SUPPORT FOR GIRDER TRUSSES I SHALL BE 3-2x4 AT EACH END, HEADERS, DROP BEAMS and FLUSH BEAMS MARK BEAM SIZE FRAMING LEGEND I DESCRIPTION D 6 1 FBI H1 2-2x6 CB 0132 F82 H2 2-2x8 GABLE TRUSS D83 F83 H3 2-2x10 DB4 FB4 H4 2-2x12 D85 F85 H5 3 1/2 x 9 1/4 RSL 0136 FB6 H6 3 1/2 x 11 1/4 PSL D87 F87 H7 3 1/2 x 14 PSL D88 FB8 HB 1 3 1/2 x 16 PSL DB9 FB9 H9 3 1/2 x 18 PSL DB10 FB1O H10 1 5 1/4 x 18 PSL ROOF MARK FRAMING LEGEND I DESCRIPTION RT ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE GRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS -JACK JT TRUSS RB RIDGE BRACE SHE�iRiNALL 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 (F) STRAP LEGEND MARK SIZE 1� CS22x40 Q CS20x44 (�3 CS18x48 CS16x48 (5 MS1136 Q MS1148 �7 MST160 Q MST48 Q MST60 Q MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, m1 07«27'•12 DD SH 07-21-12 COORDINATION Sof 1D -W12 PERMIT SET .,► 1 ;71 7,177, No, 64164 E- OF ''.,,� �; t"���Iti�• ;•"� www pit A\,,���`���'%•► 'liltIt 1W. BUILDING TYPE III ROOF FRAMING & THE FLOOR BAKING PLM 21 0F 49 TOP OF PLATE LEVEL ELEVA71ON THIRD + 31'-4 7/8" SECOND + 19'--9" FIRST + 9'-1 1/8" BLDG, TYPE III SPLIT - ROOF FRAMING & THIRD FLOOR BRACING 1/8"=1'-O" ROOF PLAN NOTES 11, DECKING THICKNESS AND MATERIAL NOTES I ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING I 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, 114. CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWN ON I PLAN WITH A CROSS HATCHING. z 5. INSTALLATION OF TRUSSES SHALL BE IN 6 STRICT ACCORDANCE WITH ERECTION PLANS PROVIDED BY MANUFACTURER. g6. TOP AND BOTTOM CHORD BRACING SHALL i BE INSTALLED CONCURRENTLY WITH TRUSS PLACEMENT. 17. THE STABIUTY 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: 4 INDICATE POINTS OF BEARING. 15, END WALL BRACING SHOWN THUS: PROVIDES SUPPORT FOR GABLE TRUSSES. 18, VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL BE 3-2x4 AT EACH END. a...+w.e—HEA—D--------,-- ......µ.md...«—+-«-u.:.mw:.�:......._....mro.......we.::.—...,....-�:.:.... ........w..�.. .,� .w... - HEADERS, DROP BEAMS and FLUSH BEAMS MARK BEAM SIZE DB1 FBI H1 CB 2-2x6 DB2 FB2 H2 GABLE TRUSS 2-2x8 D63 FB3 H3 JT 2-2x1O DB4 F84 H4 MST60 2-2x12 D95 FB5 H53 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 DB8 FB8 H8 3 1/2 x 16 PSL D89 I F89 H9 3 1/2 x 18 PSL DB10 I FB10 HIO 5 174 x 18 PSL L ROOF MARK RT FRAMING LEGEND OESCRF"ON 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) OF WALL SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) s ' STRAP LEG EN D MARK SIZE Q CS22x40 Q CS2Ox44 CS18x48 a CS16x48 0 MSCI36 Q MSTl48 Q MSTI6O Q MST48 MST60 QO MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM, EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" OS OR 15/32" COX PLYWOOD SECURED W/ 8d COMMON I NAILS AT 6" O.C. AT ALL EDGES AND 12"O.C. AT EA H INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION EXCEPT AT NOTED SHEARWALL LOCATIONS. 9 NO, ll4Alll �iWFml9li W®Yn R'gpipp{Yyq 07-V-12 DD SET 0721-12 COORDINATION SEr 10=-12 PERMIT SI=T 11761ppw By JAP omdw B/ DAD Appvmd %f DM j R.R.P.E Reg. # 28M f, _ENVY' No, 64164 Drieft TW BUILDING TYPE III SPLIT ROOF FRAMING & / f" t v� ij • Yn � 7 01 1 z= x � , n �1/ r 126'-7" OUT TO OUT SLAB� / » 1'-4" '-8" 13'-4" 12'-4" 11'-5" 13'-4" 19'-1" 13'-4" 11'-5" 12'-4" 13'-4" "y 4'-1" 8'-3" 1 6" 8"-5" 1' » 121-4" 1' " 1 12 —4 1 8'-3 4 —1 X �c ut' �Y .� n� rg � °a9Pe �t 6 �. /y 7j d "zv s ti• 4A v' y� r Ma ON ri rn u') m F� stye R � _.,......,w a �• Oy f w! A� �i a4 � fl,T aft M✓ N ��Y""fir � ex"f �jx�f°' ,f s%1 �� /� / � , 00 I xny�i i j d 4/ 3 3 R `, ry „ xr., •.,,w..,.,. —cs um TO ME E ! W i a7 CL0 R! ' W W R m n I R .r a a ,:..n ,, „� l O s O x. �r o ca l J N I N J <`� aCt (aD y .• - -0 `" . 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T xrc:A:.suxmw:a mvxx-' r"d ut,$ Mw f � �, - h n :.,.�.,.. t:.g ;..t . ✓ _ .•.., .w'e--s. .,,.. gj , +tw,.............. z, r ati:. :?':,; E:m'.Ari 3 " ac-'° I 07-U-12 OD SEf 9 , i`�.�.,�1 d%.�wi?QY _ t x e.>.�rS�.,"SC.� " ✓ �. ..lr�',�IIfi�- � y. ��wa•.a.," 07-2112 �RRDNNATI®N S I � r1p, L.4d � W i 1412 NT &�`I' N14! 1 w y A z 2 » 9 _ » x Q-� g' gip" —` 4'-1"711 4 —1 9 0 1 , a I A B 1 p ..... _j IS an c7S cn a° b R , oeaola 1-- ,.�,, Dawn Ey � 3 3 � By IAB xa y AppDvW By w RUE R# 28696 I v ,— ca T ; �r ar; EN�.,,�� r No. 64164 rR. \TE 0F q » 1— " » 1 1-4" 1 " 1 " 121_4" 1 " 8"-5" 1 " 8'-3" 4-1 8'-3" 1 8 5 1 2 1 " 1 1 » 1 » 1 q ! » 1 q 1 " / " t » 1 1 —4 G8 13 —4 12 —4 11 —5 13 —4 19 —1 13 —4 11 —5 121-41' 13 -�4 —8 DIM" Tw 126'-7" OUT TO OUT SLAB BUILDING TYPE IV SLAB FORMING PLAN BUILDING TYPE IV SLAB FORMING PLAN 23 Q F 49 I I �1�LD�WN LEGEND, MARK SIZE 0 STHD14 ® LiT19 LTT206 �4 HTT'4 Q HTr� O7 HD7B HD9B HD12 NOTEx REFER TO STRUCTURAL SCHEDI�E SO=2 FOR ANCHOR SIZES LENGTH T3— LENGTH ELONGATION LENGTH T3a(5o) (FT) (IN) (FT) T299 (50) (FT) (IN) 12 T280) 62 5 112 T27 125) RB 3/4 63 T26 125) , 9 14 T25 125) mCL 5 1/8 Zn T21.0125) 2 S8-1 1 w T23 120) mo 115 9 1/4 16 T22 120) RB 5 1/4 116 T21 121) 17 1 1/8 67 T120120) O'O. 9 3/8 18 T1 19 20 ADDL #5 � 12" O.C. MID 5 3/8 118 T18 120}DEPTH OF SLAB D 19 1 3/8 T16 124) T17 124) 5 1/2 119 9 1/2 T15 120) � 70 5 1/2 T14120) RB' - 21 1 1/2 T13 120) 5 5/8 121 9 5/8 Tl2 120) i 72 5 3/4 Tit 120) 9 3/4 23 1 5/8 T10 120) RB A 13�q En w T9 125) 1 3/4 74 �r U25) � 25 00.-, ca T7 125)► 1 -- - 00 10 T6 125) /^� /"'� �. 25.(50) RB !^� /'.. T450)-- /^1 /^� /""R T3�(5Q) - I"^Lco � T2 (50) ]Z5- 10 1/4 25'-8" l0'-3" le 13'-4" ll�10'-li" 10'-li" 13'-4" lo' -3" EQ, SP. 4 EQ. SP. 5 EQ. SP. 3 EQ. SP. 1 3 EQ, SP. 5 EQ, SP. 4 EQ. SI 25'-B" ADDL #5 0 12" Q.G. MID DEPTH OF SLAB ADDL #5 0 12" O.C. MID DEPTH OF SLAB BUILDING TYPE IV — FOUNDATION PLAN 1/8"=1'-a" ADDL #5 0 12" Q.C. MID DEPTH OF SLAB ADDL #5 0 12" O.C. MID DEPTH OF SLAB T81 50) T82 50) T83 50) -- T —now- now T8_� ) T85 50) T86.(50) T87 50) T8875b) 1 "1- FLGOR a: w a GRADE BEAM SCHEDULE MARK'14 ZE TENDON VERTICAL DEPTH TOP BOTTOM SIZE PACING P6 24" 1 2 0 1 2 0 3 4$" PB I 24" 1 2 0 1/2"0 3 4$" MARK SIZE REINFORCING ' VER11CA1. WN)TH DEPTH TOP BOTTOM SIZE SPACING RB 14" _ 24" 2^� 5 2N 5 3 48 16" 14" N/A 2-#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 VURTICAL, 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 - NO— T3 (14) 2. SLAB TENDON DEAD END SHOWN THUS: --- --I 3. BEAM TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE. Tl 37) T2 (37 4, BEAM TENDON DEAD END SHOWN THUS: (SINGULAR BEAM TENDON IS BOTTOM TENDON) 5. r THICKENED SLAB 6. r . (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 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 �mm 19 1 3/8 69 5 1/2 119 9 1/2 20 � 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 co 9 7/8 24 1 3/4 74 n 124 10 25 00.-, ca 75 ,.,.! 00 10 !^. /^� /"'� �. I'1 I'^""ti !^� /'.. !^1 /^1 /^� /""R �.".. I'""^1 I"^Lco � ,- . 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 ri—' c» r�' r a r r r r r 132 ►�- r°� 2 1/2 `�-' `�-' fin' 10 5/8 `�' �n gni 6 3/4 `�' 10 3/4 ua w w 6 7/8 �c, ua ca �$ F`s'rn - 6 7/8 .- cv r�7 4r to ccr n ADDL #5 0 12" Q.G. MID DEPTH OF SLAB ADDL #5 0 12" O.C. MID DEPTH OF SLAB BUILDING TYPE IV — FOUNDATION PLAN 1/8"=1'-a" ADDL #5 0 12" Q.C. MID DEPTH OF SLAB ADDL #5 0 12" O.C. MID DEPTH OF SLAB T81 50) T82 50) T83 50) -- T —now- now T8_� ) T85 50) T86.(50) T87 50) T8875b) 1 "1- FLGOR a: w a GRADE BEAM SCHEDULE MARK'14 ZE TENDON VERTICAL DEPTH TOP BOTTOM SIZE PACING P6 24" 1 2 0 1 2 0 3 4$" PB I 24" 1 2 0 1/2"0 3 4$" MARK SIZE REINFORCING ' VER11CA1. WN)TH DEPTH TOP BOTTOM SIZE SPACING RB 14" _ 24" 2^� 5 2N 5 3 48 16" 14" N/A 2-#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 VURTICAL, 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 - NO— T3 (14) 2. SLAB TENDON DEAD END SHOWN THUS: --- --I 3. BEAM TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE. Tl 37) T2 (37 4, BEAM TENDON DEAD END SHOWN THUS: (SINGULAR BEAM TENDON IS BOTTOM TENDON) 5. r THICKENED SLAB 6. r . (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 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/B NOTES: 1. EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2. TENDON LENGTHS SHOWN REPRESENT INSIDE OF FORM TO RODE OF FORM, BEAM TENDON DRAPE HWS BEEN M UDED. 3. TOP TENDONS IN GRADE BEAMS SUPPORTING SHEAR WALLS WUH HARDWARE SHAH BE OFFSET 4 INCHES FROM BEAM CENTERLINE. ral L1� IJIMAI.77-77� - Tf' 7. 1 n.o 07-U-12 DD sEr 07-21-12 COORDINATION SET %W12 PERMIT SET Im 7'' No. 64164 uT/\1'E OF 4 ti NAS nulme BUILDING TYPE IV FOUNDATION PLAN MMCOLUMN DB1 SCHEDULE H1 BEAM SIZE 2-26 COLUMN MARK LEVE. C1 2-2x8 C2 C3 3RD - 320 -- 2ND 3-20 320 3-20 1ST 1 4-20 4-20 48 2 _l BLOC. TYPE IV - SECOND FLOOR FRAMING & FIRST FLOOR BRACING '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 SHAD. 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 5PECIFIED 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 DB1 MARK FB1 H1 BEAM SIZE 2-26 DB2 FB2 H2 2-2x8 DB3 FB3 H3 2-2x1O DB4 F84 H4 2-2x12 DB5 F85 H5 9 1/4 PSL DB6 FB6 H6 11 1/4 PSL DB7 FB7 H7 x 14 PSL N312 DB8 FB8 H8 x 16 PSL D09 FB9 H9 3 1/2 x 18 PSL p610 FB10 H10 5 1/4 x 18 PSL z 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 �v TOP LEVEL SHEARWALL OF PLATE ELEVAMON THIRD + 31'-4 7/8" SECOND + 19'-9" FIRST + 9'-1 1/8-- /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 (FTS ' STRAP LEGEND7-------- �SIZE MARK Q7.i-12 DID SEr CS22x40 COORDINATION STS' CS20x44 Q CS18x48 CS16x48 Q MST136 6, MST148 a MSTI60 ® MST48 9 MSToo MST72 CANTILEVER BEAMS SHALL HAVE A "TRAP 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" 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. IS31JE AND REVISION NO. Q7.i-12 DID SEr 0792112 COORDINATION STS' 10-12 PERMIT SET �E, _M, I 7W M"i 0 BUILDING SECOND11' FRAMING & FIRST FLOOR BRACING 25 0 F 49 I ni., nn -r- ,,.,..1 RE, BLOC. TYPE IV - THIRD FLOOR FRAMING & SECOND FLOOR BRACING 1 /8"$1'-O" 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 WAU S 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 PLATT= AT THE LEVEL ABOVE, HEADERS, DROPn BEAMS:. I and FLUSH BEAMS MARK BEAM SIZE DB1 FB1 H1 2-24 DB2 F92 H2 2-2x8 D83 FB3 H3 2-2x10 D84 F84 H4 2-2x12 D05 F85 H5 3 1/2 x 9 1/4 PSL D86 I FBG H6 3 172 x 11 1/4 PSL D87 FB7 H7 3 1/2 x 14 PSL DB8 F88 H8 3 1/2 x 16 PSL D89 FB9 H9 3 1/2 x 18 PSL DB10 F810 HIO 5 1 4 x 18 PSL FLOOR MARK .. . FRAMINGLEGEND C�CRIPTION . _ ...... 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 L RDA" THIRD + 31'-4 7/8" SECOND + I9'-9" FIRST + 9'-1 1/8" SHEARWALL LEGEND SHEARWALL 1 (1 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) A D OF WALL 10 4 SHEATHING TYPE FARSIDE OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) ._..m :..�._..-� STRAP LEGEN D µ MyAR�SIZE Q CS22x40 Q CS20x44 Q CS18x48 (74 CSI 608 Q MST136 Q MST148 7 MSTI60 a MST48 MST60 Q MST72 CANTILEVER BEAMS SHALL HAVE A STRAP ON EACH SIDE OF BEAM. I EXTERIOR SHEATHING I 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. tid A_ 1001 L"Ti, Np. 64164 E�lllt�1�i11�\�+►" ��'"' W17 BUILDING TYPE IV THIRD FLOOR FRAMING & XND FLOOR BRACING PL 26 0 F 49 BLOC. TYPE IV — ROOF FRAMING 8c THIRD FLOOR BRACING ROOF PLAN NOTES 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 I VERIFY WITH ARCHITECTURAL ELEVATIONS. A 0. 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. 15. INSTALLATION OF TRUSSES SHALL BE IN 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. I8. RIDGE BRACING MARKED THUS: = 301 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 I ON THE ROOF SECTIONS. s €, i 1. DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24". 912, PLATE HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. 13. ROOF AREAS MARKED THUS: SHALL BE STICK FRAMED, 114. TRUSS ENDS MARKED THUS: 3 INDICATE 1 POINTS OF BEARING, 15, END WALL BRACING SHOWN THUS: Mi� I PROVIDES SUPPORT FOR GABLE TRUSSES. '16. VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL BE 3-20 AT EACH END. �HEADERS, ._.DROP BEAM............ and FLUSH BEAMS MARK BEAM SIZE DBI FB1 H1 2-24 COLUMN SCHEDULE LEVEL DT COLUMN MARK D83 cl C3 3RD — 3-20 — 2ND 3-20 3-20 3-20 1 ST 4-20 4-20 4x82 BLOC. TYPE IV — ROOF FRAMING 8c THIRD FLOOR BRACING ROOF PLAN NOTES 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 I VERIFY WITH ARCHITECTURAL ELEVATIONS. A 0. 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. 15. INSTALLATION OF TRUSSES SHALL BE IN 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. I8. RIDGE BRACING MARKED THUS: = 301 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 I ON THE ROOF SECTIONS. s €, i 1. DEPTH AND PITCH OF TRUSSES VARIES AND TYPICAL SPACING IS 24". 912, PLATE HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. 13. ROOF AREAS MARKED THUS: SHALL BE STICK FRAMED, 114. TRUSS ENDS MARKED THUS: 3 INDICATE 1 POINTS OF BEARING, 15, END WALL BRACING SHOWN THUS: Mi� I PROVIDES SUPPORT FOR GABLE TRUSSES. '16. VERTICAL SUPPORT FOR GIRDER TRUSSES SHALL BE 3-20 AT EACH END. �HEADERS, ._.DROP BEAM............ and FLUSH BEAMS MARK BEAM SIZE DBI FB1 H1 2-24 0132 F82 H2 DT 2-2x8 D83 FB3 H3 GIRDER TRUSS 2-2x10 DB4 F134 H4 VT 2-2x12 DB5 F65 H5 3 1/2 x 9 1/4 PSL DB6 F86 H6 3 1/2 x 11 1/4 PSL D67 F137 H7 3 1/2 x 14 PSL D88 F138 H8 3 1/2 x 16 PSL D69 F89 H9 3 1/2 x 18 PSL OB10 M H1O 5 1/4 x 18 PSL ROOF FRAMING LEGEND MARK RT DESCRIPTION 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 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) g STRAP LEGEND Q CS22x4O Q CS20x44 Q CS18x48 CS16x48 MST136 Q MSTI48 Q MST160 MST48 Q MST6O 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/ 8d COMMON NAILS AT 6" Q.C. AT ALL EDGES AND 12" O.C. AT EACH INTERMEDIATE STUD, UNLESS NOTED OTHERWISE IN PLAN. 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I- \I as T6 115 0 r: I' / I -� !:,a II I I.4.- 1: \� A ) : 1�, { :I I'' �; T139 67 -BAYS I t„�.v%C 1 wx L« r :I{ . .` II �l iii I a- ) _ �._ 1_4_ I I 1 m F, : �T140 (58) RB � � m � I I � � I � ' i i -” � �'; � i-' i I � i �' I � r ^, �1 A •�f3-1 T4 (58) IA7S8-1 1 . - ' - - \�-1 - I - - 'J t ` _ - - _ rx T145 (31 _� f I c� J _ a f - rXJ ' rr T3 (22) r 1146 (31) T14 I( 1) v, _l - ---i--- _ t I 1'.. I 1 1 1 i T142 22 ,. co ) T1 22 T2 59 - ( ) ( ) — —1— — — - - s) — ��-'-- _"+�— x ..,�:°°°""s... ,a„eTa. , � _: ,,. .:•; �' •...., �d>.:� l7 4. (22) ) w _ _ ! � 2 S8 1 ' , � ,:.,,�W:,�, ;;” �v 2-06'-C)" 0 ... �_� � •f' T14 9 / "g — MID DEPTH t-� — +- -f ^ ( x , '/ .J — -1 — — 2-# 6' O" — 2 S8_ x � . < 1 58 Z OF SLAB, (TYP) ,. _,_ T _ 4x T t 1 L ictf - ��- 1 S8 2 I MID DEPTH «) 1582 ®� _ 1532 1 S8-2 ❑a �f i cr CJ cr . — cn 1 - m 1 It +-I' — �`� OF SLAB, (TYP) 1 S8-2 r - 1 —�_ _ Z S8 -2A - uJ - /t ��' _ 2/S8-2 A ./O,-,�� 2/S8 'IT -2A00 2 58-`A..__..,-.._ - A �. I i.. -I Ii._... ADDL #5 0 12." O.C. — _ � ADDL #5 0 12" O,C,'`—ADDL #5 0 12" O.C. MID DEPTH OF SLAB R MID DEPTH OF SLAB Q MID DEPTH OF SLAB BUILDING TYPE V @ BLDG. 9 - FOUNDATION PLAN i/8"=1'-0„ GRADE BEAM SCHEDULE . SIZE TENDON I VERTICAL LENGTH ELONGATION 10 QO 00 ._ 00 0, 0 _ 0 00 QO t70 14" 24" 1/2"0 1/2"0 #3 48" PB I 14" 24" 1/2"0 i/"0 #3 48„ MARK SIZE REINFORCING VERTICAL 14 7/8 64 5 1/8 114 WIDTH DEPTH TOP BOTTOM SIZE SPACING RB (EXT) 14" 24" _�—,9'" 10'-3n " 9'— " 91 - all '-3" 10'-" 9'-10"I G'-8" 9,- —U 9— 3 9'-8° 0 6 EQ. SP, 4 EQ, SP. 4 EQ. SP. 4 EQ. SP. 4 EQ, SP. 4 EQ. SP, 4 EQ. SP, 4 EQ. SP, 3 EQ. SP. 3 EQ. SP. 4 EQ. SP. 4 EQ. SP: ' 6 EQ, SP. 4 EQ. SP, 4 EQ. SP. ' r -'-ti .^'-^. r^. .rte �„'�. r rs r,. ,r^., .^.•,. •^'^. ~ � ✓'^. .^"ti. r^. .•_'^+. .•.^.. r"••w r^„+. .^'... i^^.. ,.•_-ti r+ .,^� r"� ..^"^^, r,, r-. ..-'-+ .-`.e^^., OC) OCJ OC3 PO O0 -'. r•. -. i r^-, ^•. .^^-, r.' -•r-.,, r-^^. .-� ,r-.. r-^. .•-^. W W 00 W 00 �-". .--. I"" f r`+ I'� I'_ D C) C7 C7 C) Ca C? C? M1 M r� f) t'? tom) r) Q Q Q C) C) tom) r+7 IY) t�7 r') [� Ca Q C7 Q Ca r, t^ aw 00 00 00 CIO 00 co 00 00 `0 .- I cG U J c0 cD co CI? CO i f r + r, •- •- f f P. f Cp CLQ c ((> CD UJ (+ p+ , f ._ .- T ,` !r r _ / r t'"1 c,CJ Iwo r`+ Qu Cr> C1 4V tw) gt ID in_l Cts t� oQ q -J C? C'V rr'J d- U'7 cLJ r- CO m C7 N N) U-) cp f--+ CV M tl'] (". 9C7 C3'> Q .'-- CV iv) d'" LO (0 r- CD 07 C,� CJ C CEJ Q C , C> C~_7 C, l J •^ tC') iC7 tf') Ff') Fri c!J CL? cD CJ:J c.C7 c.G cF t^^• i^-'• f^" C^" r^+ 00 O0 CC1 OG OO 00 CC) CT) OJ Cri Cri Cri CEJ � Cfl CTJ Cri C77 _ ._., F- r r t-- F- I- F- I- F I- I- F- F- F- I- co f:CJ CO �� VJ Cr) REI " RB R6;7 ADDL #5 12" O,C,--........ ADDL #5 0 12" O,C. ADDL 5 0 12" O.G. MID DEPTH OF SLAB —MID DEPTH OF SLAB v — - - MID DEPTH OF SLAB It 2/S8 -2A /'�. �- ,-. 2/S8 -2A 2/S8 -2A 2 SS -2A N/ 2 S8-2A� �'� M. _ - a _ rte... Ycc m l — 1 1— { 1- - i m m 1/S8-2 i�' 1 _—�-�1 _- — _ i R ,�/�, {�f S _ i- - I t`Y 1 S8 -Z �� 1 - -� — l 1-I-{ 1 58-2 _� ; 1 58- = T- V 1 58-2 ga = MID DEPTHDYr ® P :.:,1� v, `r%�' I. T 2/58-1— —1 (--. -- " IJ 1 S L-- 7— T "�,/ 2 x I y — F — r _ T — „- OF SLAB, (TYP) ; , TiLf�2) 132(59) �i _I. iI I i •\/r= • -- 1 +-_gill I 1' \ / - T113 (22) T114 (59) ' I + z " ,r — i nY ", ;i t — .F — ,�,C 1 M..X — ,,, I I. _. �.. --- -�1-- W �� #4x6 -O 0 1 - - T3O 22 1 (- - - _fA i i U' .o. a.� C° - '', - - ( ) , " ,: _ _ T- f.' MID DEPTH Kf� �.�_ - !��.. T12- _:. y$ F t " �,-- -m[ - OF SLAB, (ITP) / z r J -7T r <v _ ''_ _ —ice T29 (58} a.. T78 31 T79 31 i kt ' T116 (--"t 1...) w _ - T28 58 ' !` / /T I: ; • I. �` �� °� <" , I '� I' �� v' , I / C�T80 (31) C> /I \�`/// M (58) W - - %' I RB RB I W T117 {1: I I� T27 115) c„ � . -.._^ .:.::, 8A/S -1 ...... , -� _._,1 L 1 — _ _ — _ dl �!{E_ _ _ —Ffl — — i{ { I',? „' (67) h _ _ ... — _ ._ - .. _ _. w _ - c�a mtT118, :.,/, f'/'f.3 .'�,ra'I,'. :A: 1 : 1 ir•, i�.wM1ti�I I ;r, .1 a,,,,. I" I 1 IIt—a— T26 112) I\ \ ! i I I i �/ I i I 1 ' t I i I t, s 1 I I 1 t 11 Lr. � \ T 9 64 -••ell--- ......... . ,... ): , , ,. , � r .1 y+y b l +i,'�xy. .� —. ,m . ... ......:... „: ,....• _,....,..,.... :, r ..,r (% �r�'..ww..,µ. '..: I� T25 112) T12O 64 i 1 1 f I 1 1 { 1 1 I ( ) _.�-rF I--___ _____ -I_),_-1.____ ""-QIy����,T24 112)58-1 I D�PTH'' ( t r { ixi i I t i Ig �i �I i i II t i; 1 1 II I I r II I "'T121 64 () , _CQB,� i 1 I j µ- _ — T t ! { i 1 (: t; , I 'r ! 1 r { ,;; g I � , (� j _ . 1.I; .I T23 11 z) , I I I r J I I I I I I- I I I II I 1 �I, ,I Iy I�' ' I I 1 I l I� I I !( �I ;I I' 1 ;I I t I I 1 t ' , 1 1 1 --- r 1 I I _ T122 (64) 1 _,- ., 9 a8 1 4S8- I� r 1 1 ;i 1 7S-1 I { t iii I i S_ I: T22 I;'; J f :,I L I I:..I ; [ I ;I 1 _ 9 .J 1 �, T1 23 �f — — -- _ , _ _, I — - _ _ _L - - _ _ _ _ _ —!_ { _ _ _ 1 _ t �`"�a.t _ l _{ _ I _ _ 1 1 _ E I _ i 1 t t t {-t { 9+ 58-1 1 1 rJ _ 1 g1— __ _'I` _ 1 1 1r i �i 8-11 -1 I.r I --I- / F �I-- - _I- -I 4 -- -I _ ---r---` I I ;)_ f { - _� -I - 1�.�' TL1 113) I — ► { {. 1 f ..... I x f I•Il t ! t I II t i ! 1 {I,. I i W-1 1..1- - f.. 1..It 1 e t 11x 1 I i 1 1 II,prl.; f-:,.m.t_ 1t t_ r— _;, �- : r T124 65 t---- t It-; ,l f I r r ,;• i� i , 1 h i E�--..,...-.1 fi-- t ---�-.t'. fw t r i '�A,»px',� f�_:�',�..I , k--<- -"1 - ,.,.,, ,...,<.,f- -==.w:�..:..W:W: t_ _....f ., t.,�.:.�:�•. ,,.. -- _ _ .'�-� -- �l _ _� . ..:...... ..., .,.. __ _ _, ice,. �- I _ i I I i rl. , ► I :. { f ,,, ., i la'a. � t� . �..��` 11 I 9 $�._.. ! l._._' , ..,,gip :M., , s� i ,: ( I i ! i I i— I T22 1 13 I ; ... �:; _....:: : I;, ._.._ I i � i' I � .. • . �' : I .I _, _ ;' .._ __ ; �"� � . , � d :. ,11 � ��� x' � ,�L _ { � — 1 ;,' •. : .: <. ....: -,.....I � F"aa �> 1. s'I j ��• I I s e, � "��awSg"."�.�""..m *�iv.�",w;'� ,y { y y�-�-- �V r� ��,.�.". '�`'� '_�„"'_ I r .. : � '`. . i ' •:.,,' �-::' ... s.-' ., ., :. � I �I � ".' .I ! W�� 'x, I. ��Gn.�� � ,,I" � � ,�. 1" a hi 3 w�--"�-� r' ': i ��.I � . /\- ,.. I ✓ { : I� : 1 i i „?, +� t -_ t 1 i ! 1i ! i t { i tat_ :.r _t _.l�`<i i i 1 11 { E i { I p , t.t.. l { , 1 1Y,,r 1 I iA 58-1 . ; r.• A T19 113 L.. ( ...... :..,.. t ,, ,.:.,.:.." � { I : I , I-, ' ._.. „. I f` L - i ! i t -. ,_ � � , � ,_ .�,.�. � • � �� ; , _ ``I . 1 � ,- JA/S8-1 i I I III 1 17 T126 6a i _. .• .; Ilia 1 -:1 � I �:; : !� i );;,I :� j _ 1;; I 1 ,✓t „l. , � �1;;:1 �� - - __„ — , , -� - , I�"�" 1 �f I ,�l r I ,-���, f � " , ri 1 -I-. T� - ffy T18 1 13 ( 1 1 I 1 I I G _ _ -.. r 77 � I I � � F , r� 1 RB 6 1 1 3 T 3 T 7 1 l Lu T118 69 T129 69 �-• F — r, r ,a. .—. , _ _-" _...._.. .-- <„ •,:�"�,. ._ _._ __.__W __. �.�.,._ , -, a �. ,,, -�Y"' �` r ,--,• , ...t ._ ,.. _.._..- . , �>::.�,..�� as ....�..: � z 15 113 I T 1- �� I j'� W � , ; t � F :°` , ._ � ." ,, I I ��i /: `' ,, �f •. ,.� T130 65 o � �� x:• �.�, j �,_... ,�1 § � t--- I ,I_..,t � I � -kf�- I,,hl ..�... � I -.w t �,��� 1�. .,t � I t 1-- a- - - ). _ _ �_: �- ' � Q I ..,•ia 1 I,,. r( i I °; I ( I I ,.�) �� I/; I r� r 1 �• t I r( ,� _.,"', �, , ; :' w;I: ;J r. 1 1 i I I II 1 i 1 T14 (113},.N ! b I;.I . ; I s x. I , i,I l V� { :',' -M µw. .,. g.. -° ) . � 1r1�I� --.---•� , .�.--- _ �--I_I�I�. _.i .� �L .� _ . � _ _ _ -_ _ - » ,�rr _ _ ._ W � _ � .1 .. _ _ � .� T131 5 XL r / .,, —`t w� � ._ .1 -- i i -_, i �: cza — ( 1 t 1'n I { .,�...�. , -., I, ADDL 5 C� � II. I # • I , t { .,.» .ice, r. T13 113) ._._ _.. J r" I i 1 I t 1 t { 1, r r i r rT 1 1 1 , 11 I 1 1 1 1• i 1 1_ ._ :' 1 I ( I � I �I � d I I j T132 65 m,.x �.,_ g. ,,, ,. , .. , _ < -,.a,, m;., .„ m I 12 O.G. ( ) '. � r n. a - .«..,,... ._., ,_ ._ _.__ «: ,..:. «.. ✓.:,.:.v.+. a wr s.:w: „ y ,... , v,nz, „* F I r� I t •JM,..... I i i I i � 1 G..t..._....._.t� •-;i . ,»...,, .,. i 1� � "C 9� —e'� _- 1. "'"" a 1 a w ! : I a i ( I (� ,� �.,. - ;J �_ MID DEPTH rt wW T 12 113 � I I ,� � � � �„ � .�.� ,__..„ w. �� �,� �.� ,...�._ .,- x" ,�., �1 I, i i �- _ OF SLAB T133 (65) �. _ w _ _...._. — _ ._...,—. -a -___�, - -i--- -i _.___-. � _ �. _ -M.�-» :.� If- — t.�_�_.t--t— I__�.�_. �..�.,. �..:�" �---�--fr I i _ 1 11t--- -a-�..t�- 7...�..�.: a- — -�fI• � — �� _ _ 1 I , .. T11 i 41 i i I 7 5 1 3 8 1 I` t — T134 (65) _�_ I - _ _ ._�- j— c>v. I I 1_4 1 I_ { , 1 t 1 ;I 1 � - T10I,, II ! { I 1 T135 64) ----I-- -I I t _ s__ -tt ._ _fl I_ _ _ _ _ _ �- ; I _ _ _ _ -4 -_- t . '-)+-_- _, _ l _ _� _I _ _� 3 _ _€ ... _ I - —I— _ t_ _ - 4 - - '11 I� I I' I;I 1 i I, �I i i 1,1.1 I I I g �;I ! i I I i LI i 1 { f i 1 1 1 t IL I I I- I–� '�- -I� ";). _ -I- _I T136 (64 i -- T8 112) i 58-1 I t - I, ' I' I II I, .I !° fi'I I —t -t - —Ilt:� _ _i II ! vet , i i i 1 I i 1 I E t 1 K 71 T13% 64 ( I j� I "u .... . F• ...�µ �, Y I , cxy I t-' f � ...._.. r .....� -' - .,, ... I _.i..-- _j" ,_.I.,.,..... tT .� �.. t W I--,-. �� \ I �av g' I I I : ,xa a��-1 T7 112 cz I , - : — I �.. / 1 I _ 7 F . �[ . .. � T 138 64 '( ?-.�++-•� �eS�[" � —^� . '. <..n� 1 �» I � I ._....t....._. _ _ ;,. _ ... _ _......». �. r�r __ _ /S i . •. , . -.. •„1,.. n-. ,... w. , .r . , , .a. � , . Y.ry� ,Y,w. I 8 '�''`�� a- I/ i f/ I� \ r I i i 1 \� I I ,/ l t f I,. L CJ / / �, , J,' ' ';t ` I� I �� I 1 1 I 1 1 1 i/ 1,'� / 1 1 1 t ► -I (-� . I- \I as T6 115 0 r: I' / I -� !:,a II I I.4.- 1: \� A ) : 1�, { :I I'' �; T139 67 -BAYS I t„�.v%C 1 wx L« r :I{ . .` II �l iii I a- ) _ �._ 1_4_ I I 1 m F, : �T140 (58) RB � � m � I I � � I � ' i i -” � �'; � i-' i I � i �' I � r ^, �1 A •�f3-1 T4 (58) IA7S8-1 1 . - ' - - \�-1 - I - - 'J t ` _ - - _ rx T145 (31 _� f I c� J _ a f - rXJ ' rr T3 (22) r 1146 (31) T14 I( 1) v, _l - ---i--- _ t I 1'.. I 1 1 1 i T142 22 ,. co ) T1 22 T2 59 - ( ) ( ) — —1— — — - - s) — ��-'-- _"+�— x ..,�:°°°""s... ,a„eTa. , � _: ,,. .:•; �' •...., �d>.:� l7 4. (22) ) w _ _ ! � 2 S8 1 ' , � ,:.,,�W:,�, ;;” �v 2-06'-C)" 0 ... �_� � •f' T14 9 / "g — MID DEPTH t-� — +- -f ^ ( x , '/ .J — -1 — — 2-# 6' O" — 2 S8_ x � . < 1 58 Z OF SLAB, (TYP) ,. _,_ T _ 4x T t 1 L ictf - ��- 1 S8 2 I MID DEPTH «) 1582 ®� _ 1532 1 S8-2 ❑a �f i cr CJ cr . — cn 1 - m 1 It +-I' — �`� OF SLAB, (TYP) 1 S8-2 r - 1 —�_ _ Z S8 -2A - uJ - /t ��' _ 2/S8-2 A ./O,-,�� 2/S8 'IT -2A00 2 58-`A..__..,-.._ - A �. I i.. -I Ii._... ADDL #5 0 12." O.C. — _ � ADDL #5 0 12" O,C,'`—ADDL #5 0 12" O.C. MID DEPTH OF SLAB R MID DEPTH OF SLAB Q MID DEPTH OF SLAB BUILDING TYPE V @ BLDG. 9 - FOUNDATION PLAN i/8"=1'-0„ GRADE BEAM SCHEDULE MARK SIZE TENDON I VERTICAL LENGTH ELONGATION (FT) (W) (FT) WIDTH DEPTH TOP BOTTOM SIZE SPACING PB EXT) 14" 24" 1/2"0 1/2"0 #3 48" PB I 14" 24" 1/2"0 i/"0 #3 48„ MARK SIZE REINFORCING VERTICAL 14 7/8 64 5 1/8 114 WIDTH DEPTH TOP BOTTOM SIZE SPACING RB (EXT) 14" 24" 2,,,#5 2r,#5 #3 48" SB INT 16" 14" N/A 2,v#5 N/A N/A 116 9 1/4 17 1 1/8 NOTES: , 1, PB - POST TENSIONED BEAM, STIRRUPS ARE SINGLE VERTICALS AND INSTALLED AS STAKES. 2. NO! - 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 —�� --- - - Mss-• 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, F THICKENED SLAB 6. �;�' (2)-#4x6'-0" REENTRANT BAR 7, BRICK LEDGE 8. POUR STRIP TENDON ELONGATION CHART LENGTH ELONGATION LENGTH ELONGATION LENGTH ELONGATION (FT) (W) (FT) (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 i6 1 66 5 i/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 5/6 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 1/8 125 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/B 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 65 6 7/8 135 10 3/4 36 2 3/4 86 6 7/8 136 10 7/8 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 5/6 145 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 6 1/8 152 12 1/8 53 4 1/8 103 8 1/4 15.3 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 1N 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. *b -i -i-07 07-27-12 DD SET 07-21.12 COORDINATION SET' 10-08-12 PERMIT SET Project Number 086.014 Drawn By JAP Checked By DAB Approved By DAB F,B,P[E Reg. # 28688 m:64164 �,) • U.4q ' STl�T'E: F' � .. 'f./� cue '•eee A}:}��^.� `�`' Drawing Title BUILDING TYPE V @ BLDG. FOUNDATION PLA_ I W 0 U uJ CL0 0 LTJ uJ U) 0 U) ISSUE AND REVISION N�. ®ate Descriptions 07-27-12 DD SET 07-21.12 COORDINATION SET' 10-08-12 PERMIT SET Project Number 086.014 Drawn By JAP Checked By DAB Approved By DAB F,B,P[E Reg. # 28688 m:64164 �,) • U.4q ' STl�T'E: F' � .. 'f./� cue '•eee A}:}��^.� `�`' Drawing Title BUILDING TYPE V @ BLDG. FOUNDATION PLA_ W-10" 10'-$„ 4 EQ. SP, '_4 EQ. S. EQ, SP. 10'-3" 9'-8" g,—�" 4 EQ. SP. 4 EQ. SP. 4 EQ, SP. C:7 O '4'- d- d- •q d' lC7 eC7 PB (EXT 14" 24" 1/2'o i/2„ 3 48" PB (INT) 24„ i/2„0 1/2„� <Y d W VERTICAL Tt �f N7 rry N) N) !rY tC) to 14” 24"2 #5 Cy SB INT 1 16" 14" N/A ""I N/A N/A to l o h ao en o NOTES: ` ev N) d e[) eto Cr h GO t J N C�i cel t) r•7 r") r+� •�#- -d- d- d- d- d- �d• d- d- C7J d- C� r` F- N r� F- F- F- F- F- F- F- F- F-- F- F— i-• F- ,.17 cC7 fn qt) (- ct ! RB Ml r I» 9 -3 g, -e 4 EQ. SP. ' 4 EQ, SP. ADDL #5 (8 12" 0 C 10'-3" EQ. SP m 0 MARK SIZE TENDON t . o 07$ Q SIZE SPACING C V N ) PB (EXT 14" 24" 1/2'o i/2„ 3 48" PB (INT) 24„ i/2„0 1/2„� #3 48„ SIZE REINFORCING VERTICAL MARK WIDTH DEPTH TOP BOTTOM SIZE SPACING RB (EXT) 14” 24"2 #5 Cy SB INT 1 16" 14" N/A 2,#5 N/A N/A H NOTES: ` ate qCj t } to CV cV Nto t J N C�i cel t) ICS t a` cia h CK) H CTa CJ F- F- r7 F- d F- et) F- er) F- r` F- CCY F- ADDL #5 (8 12" 0 C 10'-3" EQ. SP m 0 MARK SIZE TENDON t . o 07$ Q SIZE SPACING C V N ) PB (EXT 14" 24" 1/2'o i/2„ 3 48" PB (INT) 24„ I UD V) RBS 9'-8" 4 EQ. SP. to u {�rh te-n� eca h Fh- $'-011, u2 I EQ. LEO. SP. 3 EQ, SP, 91_8" 10'-3rr 4 EQ, SP, '�4 EQ, SPEQ, SP. 16'-8" 6 EQ, SI 10'-8" 9'-10„ 4 EQ. SP. ' 4 EQ. SP, cv v I I rr7 r-) Fes-• I�- � .• .T -� tf) CV N Com,) C NN c�\f to to u7 t � �' �t � Ftp �'t- to ff� Y''7 r'�7 f�) •d `dam"��3' N7 r gr) N7 N7 rry r*) r'7 r7 r') t.C) to, +.C7 tt) fl! N) ..:,, +._,< .,,,,,. �.... ••,..,� ...,� .._., �..., IQ rra N r� �t crY r� w rn ca CV r } -1- c�J rn C ? 4V r) d U) U7 f 00 t7x 4 C> C7 C� C7 C? G C C? Q h oo as cU C4 cX) a) CTJ C)7 rsa (7) CIY C77 F- F- F- F- F- F- t - F F- F- F- F- F- F <-., I as I tMID DEPTH OF SLABT11"! -%a' ' _ AD �� _ •i- � MID DEPTH OF SLAB _ _� � ;-- DL #5 0 12" O.C. - - i Ir-_ i - -I ( ( W MID DEPTH OF SLAB 2/S8-2 i -I -I _ i -� i t �- i ' �) 00 2 S8 -2A.. �.% 2./`\ x� "i'-._ 2/�� /�, i ' -a i"fii 2/S8-2 I . rm(- i t 1 2T - � - RB _ !�� - - 1 58-2 C° I--, - i 1 1 m To co . _......__ 1__,._L. /�� -� ., - S8-2 I - r I ' 1 r „ r ;r 1 S8-2 , -L-'1i �_._1. {-- - I- �1 S8-2 -2 4x6 -a i- (� �►// MID DEPTH «Y 1 �- CJ __tet '" 1 S ` 11L(22�T,4_�(22 (/ w _ ;�� j- v) ro,�__ -. —) _ ! r _ I I -.. -i i „ -- - OF SLAB, (TYP) rµ , ti•• ; . ... v^^'• n I b M1 .- o� a ,— — — I 2^' 4x6' -a 0 -, — -m CC.I O I - _ f3�2 `-' u, j ' ' 1 - ! c�) # rX� ii --T -) i ; K i a,- ( i i I \� I _—T(�13 � - _ _ 1; <r i fi'� — f %a MID DEPTH cn 1— -' — } U)a cri ( ii —, I I ^^i I ! I.. 1 ��--1':i� l�-\«— p� CL iI — - _ --.. i ra t —. r`i j) VJ — V) .) c� T-` LAB TYP w T1 _� . ,1, r �<:... r � \ - �„ I--- - = _ _ �• _i= �--.:___(_ - - - - ) - ,�� _, , T30 (58) 1 A S8- i ,•. ,-; I, ; T1.; \ T!� -r ( ) ( � � - 1 � a 1 { r r !\ 81 31 ") I-� T r- I -f / cry T29 1 - •. :: _ ........ , �-.. , . __,, R�..... � --.- . 1 ( � -- - ....... _ _ .= � _ ._ _ ._ _..._._..f - _.i--. f rn w 15) 8A S i ; , f 1 `i t - _ _ ( 16 58 -�— r i i ir',j 112 -r- T28 , � x ( ) \1, I ► I I I I I, �..;. I , I i l '/ I ' i i I �,,:i '�,,' I'.> ( I• ; t „ $1.; ;,p r r-� r__. u, ---- :, ! , , I i. I / 1 t� z 2 I1, T _ - �.. I _ t 1 _ �. _ �I ,!. . c� T1 ) CO_JIT _--�^- �'co ..��► ;! { '-1C4. 6r;) Q'�Q ! ' i � _ I ! !: i cn _ . - _ , \ --'�-- v � - .-»�•'_"_,1_ ! __.____f_• _i i ""t-._ _) """ -""".1'__" »�. _, _" {. �- I-- �--� ..:.. _ _ s _„ _ � ' . �-- h -» I \ ' e ! 1 ► exp r r I i r r i� - - _ _I ;, W , . _ ,_ _ _ _ _ _ _ ' I i I' r I .... I I T119 64 T26 112 1 S8- (� ( ) -�-_) ID D PTH _ _ I ► i ,;,, i �, I ; � (f 1! !; .;( ! ! L I i ,, ! ! ••.... � 1 i ( ,� �! 1 ;.1 , , � -..._. i {• �;1 s- i i I ! 1. i . r -:_.___ T120 64T25 112) /i/ ( ! ( 'I ' i I ' i }! I S, f{ i f _ _ _ _ __ - } - __ _ ) I�j � J— L '--�^. „ r f » ' ' I ! , .-, �. _.. r_ - ' a CL ' , ' l T121 (64) T24 113) i ;> S8 1 ,... I�'. �. !- ;' �"'"I.� � o t',(' I _ ,�iI-, �- i'2--�`_"'�N"'F''`' r 1-2`fa- F.a1�l 1-9-- ----------------- --�. - _ - �_ #1- 1 �I 2"--s.- w _ — _ I. C'J 4, •-- a a . 9 l' ' I _,_.." - g Y,' ,,,..,.'� 'C"" ✓ '.'r C•w., , _ .ww., ( !, i I ( I -{'• E T122 65' T220113) UJ I r ( l,.. ( - _. - I ! 1 1 r ( I i4 11.._ t it 1. I .{:�� _ 1 -' .. ('; r. , 1 r [1��Ii ! g I 1 a 1 t I �' I 11:�='��_....,,� L' -�Li t _ _ - .,.,,w- _ _ { ) I ,I w _ _..,. .r _ 1 1 r65 T22 11 a� i . _ i , : :I ��-• �-__. -.�,, , �:. ___»,..1 �, .._w. �:, a .�.. {� I {, �---�''iI-_- . t'_- .�. _, _, aa. .$ LU_ ! i I II I J - _ i �I {- ,!jI . - : �, .• : � 1 :: ! Lr . 1 -...:. n ,..L,, s� � i`' 1 , --I � - ,✓"w �, A #. 1 , ...,-, - ,.. :.. � ,, gg66 1 t I ! pp I - _.� , , .. � _� �_ _ _� - -- w~, � �,.; -w _�--- � t r v) T124 65 T21 113 - I f I ! i F i -- r- _ ) Ld CS to �8 1 � : I t .._, f ,.:.::: ! 1 : ! I:., , 1 i 1 ( r I � �" r "1:. , , � » -�- I-. _ - __ i �r•~,� t a { i I � �M � , � ! I � � ( i �W�. c,� .�.. I i . ,"_, . 1- I a� I,' :. {,,., .,,» ,w�.,. {j J--•_�.,-� � ,� r I .19,._. _.._.....,._ r ' �' :. , �•r 6•.,..:::s • . r ! I ' �, I ! `�" - �--' o ---.__ l ., :: -.. _ ,. - -- __ ._,,., _ _ r ,.,.:� g - I► ! jl ,i�.�, i, ,{'� � c)1A Ss 1 . �1 _ _ T125 65 r f UJ T2 113 I I . -:,:- .. .:. -..._ � :. , ,.,.. .. fir. ,,s % m.. ... .,.•."' *�..,. -, .....,. ,M,,.9 :,'.%.rc:.nter .,w. v �a 7 Tia . ;1,. 4 T 19 w~ ,� .,..., _ w �,., _ ... .. ,.<,� ( ! I R � { � 1 Gam.....- i , w,., ,t 114 __.._ - � f t I \/7-1_ €€iB T1 26 65) N — a e f -1 .... t -- _ 127 65 T12T16 14 T1' 14 . , , d ( ) ) >�,,__ , ,:... fi S ,a ,-__ _?!".,�,._... ;,; ,,F- w-- _— __ a r I ft w a _ C 1T 113_ , _ _ _ , , $ _ . _.. ___.... a 1, _. w,_. lel - � _ I_..., I , 1 28 CL .��,� ,w�W.w.. 7]}7� ,r . _ .__ TI 30 68 I 1 � , I { t �:(� a t / ,a , I w„�«» 1 { ,.� .�m°°.s_.- ! -4 m.., . �1, � q��e ) T r I !,, l,,,l VJ - - _ _ µ T14 113 ! I , I f w. ). , Y. .,W: f,,� v) _ i E� t c1Ct_.1. aka! 3 1 , f, - i i ,, (, i I ; ,I d 1, m,. ) O __,. G ,-s .ww_, ,;- ..c 1 r., ua - � - � _ - - I I_ _ _ , »� ”, .� _.. _ _ � � _.i. �I I, T131 65 ..: I 1-1 r; a I I - _ _ _ s � I i�� . �i {:.I �. .� � _ �____ i���I__ � � 6 ; T13 1 ! � , Il � ... .., �- ,,,. j y_ , „y ) o � I I ��, � 11 . , d I-�-:���. ,� ,, � I I I I; ) I 1 �! I� i ! , . t .. >-�( ,,y : � :�_. j � t~� �----r�.- L _ ._J_ _l _ �°.�.. � , � � �.-: �..� s , _ ; � �I � f , I I I f l r { -—....,,,. � ,: , ,: �.._.., :, ! ( .< ,_ f..—. _f..,....a {, ..... ..-,. :� A m --� �- — � ..,, _ _,........,_, ' .. .. ..,, I I, 1 ��. i I �'! I ! I I I I { � I T132 Q . ' ' ( r•. I � !I: �f r I (6 1 � -„__ � . �. 5) qg � ,; !rte• j P m I i ! I I a , � ! ''y » ' � , »:, -.. , � � .I � ,) Mfr4,� « ... _.. __ .,..... , _._-_ (”" _` .. I .� �• '�Y � .«« !n_.. ( i _ 1� , _ I I �"rn � I I .:..� � » , ��,-_, � , `�{-�; � I Ml �raEf�rrH� r- �., _ [ I I - T133 (65) LL !- - 1, I i M { .I d _ - ._ r -1 �_ _ _ _ _ - I - OF SLAB V) I 1 1 , __ 4 v \ I ! (_. _ (. ,..U, f , $_..-.►- » _.t .- f I t ! i - ! r -a{ c J T11 113 - x ,r ! ► _t. _ r.--,�,. _-. __ , , __ _ -�- � Ct +-� ! L „1 �, 47S8-) I ! i { i 1 I��) I ( _i-�:a�>-�,.�y�.w�.»,... .._..�--.,,_•i�_c_,_ f E �'�� �: �-��""'.. .._. _ _ t » - _ «,,,...1.—..... d,.. ! i Il C• ! I (i��I. X x o..,«�.,..» ,.,�,.n. M Ij w _ _. T 1_« _1 _ ,r - r I !- - _ - , T134 (65) a �, { - I 1 -1 a 11 12 - 2 - ; ; _ I l �,' .} ; - r . , - _ -a - _ _ .. , 9, , �s,.__ {., ! ! v, Tl 0 112) { :' I n 1 11 -6 12 6 r 3 w. 9 _ r 1» I --a.' ; _ _ _ 1._- _ ; c' ,� 1� r1, i, 81 1:: 14 I I-� — r I r 2 1f 0,1i I {� ! { I __1........ _! _ --L--- -(' �- -r�- :{- �- - -t- �� T135 (65) �„ w {) _ _ _ _ _r - a i a - a- - _(_ 1 t - - -- a r N C) T!4112) ! i ` i ► I € ' I, ,I ! 1 {{ ! i 1 =`.i I , _ _ _ _ _r_ _ r _- II I ' ' i n i ! T13 64 , I , I; { ! I 1 ,r � ,_ � � ,I� �� � I I kk -� -- � ; f- '�-d----- I ' j _ --1 ! -- _�--- �. I � I ' t �, �1 JI ) T8 112 1 58-1 4 , '; � ! 1: � 11 1 � ! I ! : r ; 1 �! ,� � � i� � i , .-- i� ,�"�'.,f .f I - - - -I { -I -•.�- 1 �'''i t II .I i �( �. � , � I ,I 1 ! ( I I i I h „�I ,_i - i I_ !-) .., _ --! L _{ I _l _ _ _L _ _( 1 ! III , ,I :I , I I II f ! 1 ; .._i I r' T131 (64) I� r� \� �. _ 1: f _ ,1... _ - _ { .-� _ .».L,___ � _ �_.--_ -- - - r�--•..1r _., ._.1_--- I 1__._. _► _ � I I _ _ r.� , TI � L, V) ., ., ! . r :. . ., ., ., r- Mor . �•.� ,,.-.. :..w�... ,W ,,:... ,.,. .,..- , a -j, - �->� i � Y 0.:J ,' \\ ( ( 1 — l i - # _ _- /I:: I � F-• � � "/ i''• � 1 I 1 I 1 I��I • ,.,� t -I\ •r�.-,-r,�ra ti , :�„�,.� �/� a. - 3.',,; 1 I t ( I- I I I i i •. �” 1 f 1 \\ I I I 1 , /) I:. i �: 1 / :, — ".»r: "` — --� AA I }, .� - ,� I I T139 T5 58 m / ._,,. -„ I � i ' � ' °ck�, I - ', . . � � - - � �.,�.;.'� � .. • r ..;,� � _ :I � _ I _ � l.,w.• -r� �M�=;-,1 ' -- I I - _CL _ qq I w r y d / i ,� xrs-sr' �I •7'�•-..'•r-.. 1 M .,yam., .�' L .............i,.._ J \ l cn , \ i'; f -- {-- -- RB _ _i_ ..,I_ L. � J i I � I:FI �\ (� r I ,1 1 ( I m `\ ! I� { I- I -I _ - L_ RBs_-r C_ _ -i _ I - ( - -I a6 F_. , \ T14'0(6 /) ri T4 (58) IA/S8-1 f1' ! 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MID DEPTH OF SLAB RB �- MID DEPTH OF SLAB � RB MID DEPTH OF SLAB i-•. r•. .�•� r,. ..".•. .^•. .--••. .^-• •'-� r-^. r^. ..'-`•.^-„ ^.., _'•y ..^•� to . .--) r--. .,.,••. r^. .^,•. -. ^. .. .i^•„ r� ..•,. r^. r' Gy CV r.. .•--• �._'•,, .^., ..'� .--". ..'- .-•.r w'^+. �^� CQ? o to ! tf) N N N N N N to af) C) d' LC) 41 V) L0 t) n f -C) r1) N N I r) f� Cy N (1) u7 LC) tf) ca r - a t!) of to w() at) rry N) r�) M rr> N) tr7 N) N7 N) r+) N) a+) tt) LC) an qf) ef7 Lo, a*) N-) r� N) N7 • • r ,,,",r `....r .._r +✓ •.....� .._r .._r ,,,,� .,...r .._,.r •.....' •....+ •.",✓ •.a `r a✓ •.,.«• •.� �... ...., ....' �..r •,_-,r .,. ._..r +.r' �..� w �..•• •.� ",.i w ar N7 r� rrY rr? r'') N') ilr) En t.q") U•7 I.f) t17 -y - h cqa aJ) Qf rr) CV - G rn tYGO h to qa) �! rrY N - C7 C)7 as h crY n c� rn W r ua U7 -4- r7 N CY M o0 tom•- u7 tt) d rr rn IXa t- <n c() d r) N G Q� y Q Q Q Q rJ C? C7 Q C7 �7 CTJ CXJ cYJ �_ Cn CTJ r .. ...r L,.• N N N N N <! N N N N rJ N N N N N N rn c7a GU W cXJ cCl ap fXY co a7 aX) W t h_ t h h h cn cca ct? co cCY w cc) cO w CA to u) ! co u) d rrY N ca cn W h ([> F"- F- F- F, F F- F- F- I F- H t F- H F- F- I - I F ^ F-- F- I-- F- F-- F- F- I.- F7_ F F- F- F- N F- ~ F F F- F - F- F F7_ F- I I F- F- u) ) af) tC) qr) tC) to af) -4- totf �r Ft .. 1- r., r,• h 9'-lU"' 10'-8" 16'-8° 1U'-3" 9'-$" 9'-» `D'-3» 9,_8„ 10>_3,. 9,_$„ $'-8,r 1 / „ pr_�1u 4 (SGS / 9'-8" 10'-3" 16'-8» 10'-8" 9'-10" 4 EQ. SP. 4 EQ. SP. 6 EQ. SP, 4 EQ. SP, ' 4 EQ. SP. 4 EQ. SP. 4 EQ. SP. ' 4 EQ, SP. ' 4 EQ. SP. 4 EQ. SP. 3 EQ, SP. 3 EQ, SP. ' 4 EQ. SP. ' 4 EQ. SP. / 6 EQ. SP. 4 ECS. SP. 4 EQ. SP. ' BUILDING TYPE V _@ BLDG. 13 - FOUNDATION PLAN 1/8••=1'-0" GRADE BEAM SCHEDULE MARK SIZE TENDON VERTICAL WIDTH DEPTH TOP BOTTOM SIZE SPACING PB (EXT 14" 24" 1/2'o i/2„ 3 48" PB (INT) 24„ i/2„0 1/2„� #3 48„ SIZE REINFORCING VERTICAL MARK WIDTH DEPTH TOP BOTTOM SIZE SPACING RB (EXT) 14” 24"2 #5 SB INT 1 16" 14" N/A 2,#5 N/A N/A NOTES: ` 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 SUBORADE THAT EXTENDS 5 FEET OUTSIDE THE SLAB AREA TO A DEPTH IN COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS, FIN FLR ELEVATION - RE: CML = RE�+(Y�-O- FOUNDATION LEGEND I. SLAB TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE -� ---DO- 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 $• POUR STRIP orm 0 ISSUE AND. REVISION ND. __Date Descdpti®ns 07-2 7-12 "'DID •DD SET 07-21-12 COORDINATION SET 10-W12 PERMIT SET Project Number 06"14 Drawn By JAP Checked By DAB Approved By DAB F.B.P.E Reg, # 28688 � tif' t♦ µEN ; No. 64164 '91FATE OF ,ing Title BUILDING TYPE V @ BLDG. 13 FOUNDATION PLAN .. . . ... .. ..... . . . . ......... . . ... ................................... . .. .. . ... . ........... ... . ...... ....... ....... ... I ........ ...... .. ..... . ... . COLUMN SCHEDULE __­ -1 ................ LEVEL DB1 FBI ............................... ............................................ . . .. . .. . ... .. .......... .... ....... . . . . ................. ......... ........ COLUMN MARK ..... . Cl C2 C3 H3 2,,2x10 D84 FB4 3-2x4 2-2x 12 _3RD 2ND H5 3-20 S-20 3-2x4 I ST D137 F07 4-2x4 4-20 4x8 #2 DLDG, TYPE V - SECOND FLOOR FRAMING & FIRST FLOOR BRACING, 'I /8.,_1'-0" 3 ....... . .. ­ ... .. .. .. .... . . ... . ............... I ........... ... ............ FLOOR PLAN NOTES . .. ................. I DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL HE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDULE. 2. �3ACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN 1.3 FLOOR BELOW. 3, BEARING WALLS FOR 'SUPPORT OF FRAMING ARE SHOWN THUS: el. 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. F. BRIDGING SIZE AND NUMBER OF ROWS SPECIFIED ON SCHEDULE SHEET SHALL BE INSTALLED CONCURRENTLY WITH TRUSS ERECTION. 7, HANGERS ARE SHOWN THUS: �L AND SVES 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 ((J,N,O,). 10, CORRIDOR TRUSSES ARE 18" (U.N.O. IN SECTIONS) DEEP AND ':-)'HALL 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 .... .... ............... .. ............ .. ....... .. . . ... . .... ...... FLUSH ....... .... .. ....... .... .. .. .... .... .. ....... .... .. .... . . MARK BEAM SIZE DB1 FBI IT 1 2-26 DB2 FB2 H2 2-2x8 DB3 F03 H3 2,,2x10 D84 FB4 H4 2-2x 12 DB5 FB5 H5 3 1/2 x 9 1/4 PSL D86 FB6 H6 1 3 1/2 x 11 1/4 PSL D137 F07 H7 3 1/2 x 14 PSL DB8 F138 H8 3 1/2 x 16 PSL D139 FB9 H9 3 1/2 x 18 PSL DBIO FBIO HIO 51/4 x 18 PSL ......... ... I ........ ............... .. I ....... . .. . . ...... I . .. ... .. .. ......... .. ......... .. ... FLOOR FRAMING LEGEND MARK DESCRIPTION FT FLOOR TRUSS BT BALCONY TRUSS CT CORRIDOR TRUSS PSL PARALLEL STRAND LUMBER 228 2-,2x8 H HEADER FU FLUSH BEAM DB DROP BEAM CT1 SLOPED T,C. CORRIDOR TRUSS ....... . ... . .... ........ . .. ............... ........ . .... .. ­­ .. . ........ .. .. . ...... . . ............ ... ........ . .. ........ . . ..... . . . ........ . .. SHEARWALL LEGEND . . . . . .... ........... SHEARWALL 01 HOLDOWN ANCHOR LOCATION STRAP LOCATION SHEATHING TYPE NEARSIDE (ARROW SIDE) A B OF WALL SHEATHING TYPE FARSIDE OF WALL NO, OF SHEAR PANELS OR BRACES AT FLOORS 10 4 LENGTH (FT) ....... .. . ..... .... .. ... .. .... .. ..... . ­.I.I......." ... .. ..... ­­.- . ... .. .. . .. .... . . .. .... STRAP LEGEND MARK SIZE CO CS22x4O (D CS20x44 (3) CS18x48 GO CS1608 05 MST13G @ MST148 (7) MST160 (D MST48 & MST60 (1— 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 W1 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. 4-4 NR R R 0, "S tr? f gl_ Cw> 5� i"T 2, 4" F - 4,w 4SC44 J �4 UJ 0 LU z J UJ LL 0 CL 0 0 W %. 0 LL_ 6i UJ Cl) 0 ISSUE AND REVISION NO. Date Descriptions 07-27-12 DID SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET Project Number 06H14 Drawn By JAP Chocked By DAB Approved By DAB F.B,P,E Reg. # 28688 Fi \y E N t4o, 64164 Lit z: 4— STATS OF 0 /0 Drawing Title BUIWING TYPE V SECOND FLOOR FRAMING & FIRST FLOOR BRACING PLAN s5W2 32 0 F 49 WAATTM.T&Y. it VES -'T )OF . .......... ......... .. .. ..... ............... .......... COLUMN ... --l-1.1 .. . ... .. ..... SCHEDULE DBI FBI H 1 COLUMN MARK ............ LEVEL 1-12 2,-2x8 DD -3 F03 cl C2 C3 3RD - 3-2x4 DB5 2ND 320 3-2x4 32x4 —IST 4,-2x4 4,-2x4 4x8 #2 BLDG, TYPE V -THIRD FLOOR FRAMING & SECOND FLOOR BRACING 1/8"=1' -0" /811=I1 -0D ................ ... .... ................. .. .... .. .. . . .. .... .. .. . .... .................... .. .. 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/ OF?, 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.0j'. 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, SHEARWALL' S ARE TO BE CONSTRUCTED FROM THE FLOOR AS NOTED ON PLAN TO THE 'FOP OF PLATE AT THE LEVEL ABOVE, . ..... ........... HEADERS, DROP BEAMS and FLUSH BEAMS ........... . ..... --- .. . ....... .............. . ............................ .......... .... .. . . . ............... ... .. .... .. ... . . ... ... . ............. MARK ............ ................... BEAM SIZE DBI FBI H 1 2-2x6 D132 F132 1-12 2,-2x8 DD -3 F03 H3 2,,2x10 DB4 FB4 F14 2,-2x 12 DB5 I F135 H5 3 1/2 x 9 1/4 PSL 086 FB6 H6 3 1/2 x 11 1/4 PSL DB7 FB7 HY 3 1/2 x 14 P':)'L D138 FB8 H8 3 1/2 x 16 PSL DB9 FB9 HJ 3 1/2 x 18 PSL DBlO I FBIO H10 5 1/4 x 18 PSL 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 CTI SLOPED T.C. CORRIDOR TRUSS .............. . . ...... .... I ............ .................. I .......... ... .................... . . . TOP OF PLATE ... . .............. ............................... . ............... . . .. .. ..... .... .. . ..... ............. ........ ............... . ......... ... LEVEL ELEVATION THIRD + 31'-4 7/8" SECOND + 19'-9" FIRST + T-1 1/8', ........... I .. ........ .. ... ........ . . -.1 ... ... .... . SHEARWALL LEGEND .. .. ..... . .. ... . MARK SHEARWALL (TI CS 2 2 x 4 0 (9) W 03 HOLDOWN ANCHOR LOCATION (4) STRAP LOCATION @) SHEATHING TYPE 09) NEARSIDE (ARROW SIDE) (7) A B MST48 OF WALL MST60 (1-0 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) ............... .................. ............... . . . I .................................... ..... ... . . --l' ..... .... ... ... ..... STRAP LEGEND .. .... ............... .... .................................. . . - ....... .......... ;�� MARK SIZE Cl CS 2 2 x 4 0 (9) CS20x44 03 Ca 18x48 (4) CS 1608 @) MST136 09) MST148 (7) MST160 (D MST48 (99) MST60 (1-0 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/ dd 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. W11 A, Xl'0M4 CD g A, U, CD, I I Mv LQJ 2 7"O"g, nT Jk 4, k eSQi i" n! k" K2, aEl"15 fi CD J�' UJ 0. CD 0 LU —J UJ LL - IOL 0 0 0 LL - UJ I-- W Oct ISSUE AND REVISION NO. Data Descriptions 07-27-12 DD SET 07-21-19. 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 ji •ENS'* No. 64164 :�Tjo*E OF .414 iF OR� Drawing Title BUILDING TYPE V THIRD FLOOR FRAMING & SECOND FLOOR BRACING PLAN 0 33 0 F 49 °"LD°^ TYPE , � '``^w' FRAMING & o/:|uu FLOOR K 1/U^=|'-O^ ROOF PLAN NOTES I DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDUIE 2. ROOF SLOPES VARY AND SHALL'BE VERIFY WITH ARCHITECTURAL ELEVATIONS. 1 BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW, 4. CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWNON FLAN 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 WHERESHOWN ONTHE PLAN, 9. A DRAG TRUSS SHALL BE POSMONED 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 13 24". 12, PLATE HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. 13. ROOF AREAS MARKED THUS:E=�= I 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 D81 FBI HI COLUMN MARK D02 LEVEL H2 2,-2x8 DB3 F83 Cl C2 C3 F04 H4 2-2x 12 JACK TRUSS RB RIDGE BRACE BEAMS SHALL HAV RAPr(C�ItN EACH S'IDF OF BEAM, °"LD°^ TYPE , � '``^w' FRAMING & o/:|uu FLOOR K 1/U^=|'-O^ ROOF PLAN NOTES I DECKING THICKNESS AND MATERIAL NOTES ARE SHOWN IN STRUCTURAL SPECIFICATIONS AND SHALL BE NAILED TO SUPPORT FRAMING IN ACCORDANCE WITH DIAPHRAGM SCHEDUIE 2. ROOF SLOPES VARY AND SHALL'BE VERIFY WITH ARCHITECTURAL ELEVATIONS. 1 BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW, 4. CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWNON FLAN 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 WHERESHOWN ONTHE PLAN, 9. A DRAG TRUSS SHALL BE POSMONED 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 13 24". 12, PLATE HEIGHT MAY VARY FROM COMMON ELEVATION SHOWN, REFER TO ARCHITECTURAL ELEVATIONS. 13. ROOF AREAS MARKED THUS:E=�= I 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 D81 FBI HI 2,-2x6 D02 FE32 H2 2,-2x8 DB3 F83 H3 2-2x 10 DB4 F04 H4 2-2x 12 JACK TRUSS RB RIDGE BRACE BEAMS SHALL HAV RAPr(C�ItN EACH S'IDF OF BEAM, D810 FBIO HIO 5 1/4 x 10' PSL ROOF FRAMING LEGEND MARK DESCRIPTION RT ROOF TRUSS DT DRAG TRUSS CB CHORD BRACE CRT GIRDER TRUSS GT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE SHEATHING lTP[ NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FAX5|D[ OF WALL NO. OF SHEAR PANELS OR BRACES AT FL00K3 LENGTH (FT) STRAP LEGENDMARK SIZE(D CS22x4O(D CS20x44(L7) 17 LL MST160(83 MST48C0 JVST60ANTILEVER BEAMS SHALL HAV RAPr(C�ItN EACH S'IDF OF BEAM, | ['\/7-E[]|O[] SLJEA7-LJ|KJG | ALL EXTERIOR WALLS TO BE 3HGNU 7/16" USB OR 15/32" CDX PLYWOOD SECURED W/ Ud COMMON NAILS AT O^ 0.C. AT ALL EDGES AND 12" 0.C. AT EACH |N|ERWED|AJ[ s[UD' UNLESS NOTED OTHERWISE 1IN PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEAKWALL L0CAU0NS | ISSUE AND REVISION Date 07-2742 DD SET 07 -21 -Ig COORDINATION SET r 10-08-12 PERMIT SET -'-~~,w Title~ BUILDING TYPE V ROOFFRAMING & ������ PLAN 17 LL ISSUE AND REVISION Date 07-2742 DD SET 07 -21 -Ig COORDINATION SET r 10-08-12 PERMIT SET -'-~~,w Title~ BUILDING TYPE V ROOFFRAMING & ������ PLAN � BLDG. TYPE y SPLIT ROOF FRAMING& |U|KN FLOOR BRACING 1/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. 1 BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW, 4. CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWNON PLAN WITH A CROSS HATCHING, 5. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS OROVIDED BY MANUFACTURER. ::6. 'FOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS 7. THE STABILITY OF THE FLOOR 15 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, 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 and FLUSH BEAMS COLUMN SCHEDULE RT BEAM SIZE DBI FBI COLUMN MARK 2,,2x6 LEVEL FB2 H2 2-2x8 DB3 FB3 H3 Cl C2 C3 RB RIDGE BRACE BEAMS SHALL HAVE A STRAPON EACH SIDE OF BEAM, D136 FB6 H6 3 1/2 x 11 1/4 PSL D138 � BLDG. TYPE y SPLIT ROOF FRAMING& |U|KN FLOOR BRACING 1/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. 1 BACKGROUND OF ARCHITECTURAL LAYOUT AS SHOWN IS FLOOR BELOW, 4. CONVENTIONAL 2x FRAMING AREAS AND/ OR OVERFRAMED AREAS ARE SHOWNON PLAN WITH A CROSS HATCHING, 5. INSTALLATION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH ERECTION PLANS OROVIDED BY MANUFACTURER. ::6. 'FOP AND BOTTOM CHORD BRACING SHALL BE INSTALLED CONCURRENTLY WITH TRUSS 7. THE STABILITY OF THE FLOOR 15 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, 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 and FLUSH BEAMS MARK MARK RT BEAM SIZE DBI FBI H'I 2,,2x6 D132 FB2 H2 2-2x8 DB3 FB3 H3 2-2y. 10 JT JACK TRUSS RB RIDGE BRACE BEAMS SHALL HAVE A STRAPON EACH SIDE OF BEAM, D136 FB6 H6 3 1/2 x 11 1/4 PSL D138 FOB H8 3 1/2 x '16 PSL D89 FB9 H9 3 1/2 x 18 PSL ROOF FRAMING LEGEND MARK DESCRIPTION RT ROOF TRUSS DT DRAG TRUSS Ca CHORD BRACE CRT GIRDER TRUSS OT GABLE TRUSS HT HIP TRUSS VT VALLEY TRUSS JT JACK TRUSS RB RIDGE BRACE SHEATHING TYPE NEARSIDE (ARROW SIDE) OF WALL SHEATHING TYPE FARS0[ OF WALL NO. OF SHEAR PANELS OR BRACES AT FLOORS LENGTH (FT) STRAP LEGENDMARK S.1 Z E(D CS'22x4O02 CS'2004CD 05 1 8X4804 CS1608(D8 MS)T408C9) MST60CANTILEVER BEAMS SHALL HAVE A STRAPON EACH SIDE OF BEAM, | E\/T7E[]|O[} SLJEATLJ|K]/` | ALL EXTERIOR VALL3 TO BE SHEATHED W/ 7/10" OSB OR 15/32" CDX PLYWOOD SECURED W/ Ud COMMON � NAILS AT ;^ 0.C. AT ALL EDGES AND 12" 0.C. AT EACH � INTERMEDIATE STUD, UNLESS NOTED 0THERMSE IN PLAN. SHEATHING MAY DE UNBLOCKED C0N3TKUCO0N, EXCEPT AT NOTED SHEAKWALL LOCATIONS,| ISSUE AND REVISION NO. 07-27-12 DID SET 07-21'12 COORDINATION SET 10-08-12 PERMIT SET DraWng Title BUILDING TYPE V SPLIT ROOF UNG & | � , UNIT Al FRAMING PLAN ,4\, UNIT A2A FRAMI.NG.PLA N 1/4"=1'-0" B �k UNIT AlA FRAMING PLAN 1/4-=V-0" / U N I TA 3 FR AMING P LAN I/ -T -I -u UNIT A2 FRAMING PLAN I d I/4 -=1'—O' /� UNIT A3A FRAMING PLAN .m 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 PIANS 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. HEADERS, DROP BEAMS x and FLUSH BEAMS MARK BEAM SIZE FDB1 FBi H1 2-2x6 DB2 �i F__ �., BT 2-2x8 D83 F63 H3 PARALLEL STRAND LUMBER 2-2x10 IL=.=A ,' L116, H4 FB 2-2x12 DB5 F65 H5 pj x 9 1/4 PSL DB6 F136 H6 3 1/2 x 11 1/4 PSL D87 F87 H7 3 1/2 x 14 PSL D68 F88 H8 3 172 x 16 PSL DB9 F69 I H9 3 1/2 x 18 PSL DB1O 16-1 HIO 1� II -"- gyp{ YJ � yyy� �•..w :� 7 tz: i *� 2/sq-1 UNIT Al 7041 NET SY i .m....._. -.,..,,.,F- ly N ITT C14I - H2:- 1•,,. H2:.. 117 BT 1 B �k UNIT AlA FRAMING PLAN 1/4-=V-0" / U N I TA 3 FR AMING P LAN I/ -T -I -u UNIT A2 FRAMING PLAN I d I/4 -=1'—O' /� UNIT A3A FRAMING PLAN .m 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 PIANS 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. HEADERS, DROP BEAMS x and FLUSH BEAMS MARK BEAM SIZE FDB1 FBi H1 2-2x6 DB2 F62 H2 BT 2-2x8 D83 F63 H3 PARALLEL STRAND LUMBER 2-2x10 DB4 FB4 H4 FB 2-2x12 DB5 F65 H5 3 1/2 x 9 1/4 PSL DB6 F136 H6 3 1/2 x 11 1/4 PSL D87 F87 H7 3 1/2 x 14 PSL D68 F88 H8 3 172 x 16 PSL DB9 F69 I H9 3 1/2 x 18 PSL DB1O 16-1 HIO 5 1 4 x 18 PSL FLOOR MARK FRAMING LEGEND "] 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 j TOP QF PLATE LEVEL ELEVATION THIRD + 31'-4 7/8" SECOND + 19'-9" FIRST + 9'-1 1/8" EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16" ase 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, cl w Q ISSUE AND REVISION NO. Dago Daowpdorm OT -V-12 DD SET 07-21-12 COORDINATION SET 10* -12 PERMIT SET Pf Nwribw 08W4 Dwn Icy dAP 9y DAB Agumd By DM F.B.P.F Reg. # 28688 rr No. 64164.'" .' TAI'E OF , �.44illifw 180, WT 0 UNIT FRAMING PLANS 36 0 F 49 UNIT A3 HC FRAMING PLAN 1/4"=V-0" UNIT B1A FRAMING PLAN, .I -1 v UNIT Bl FRAMING PLAN. 1/4"=V-0" UNIT Bl 1/4"=11—oa HC FRAMING PLAN m. FLOW— PIAN N®T�� -,. -�j 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: mmm 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 16" 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 and FLUSH BEAMS MARK BEAM SIZE D81 FB1 Hl 2-2x6 DB2 F82 H2 2-20 DB3 F83 H3 2-2x1O DB4 F134 H4 2-2x12 DB5 F135 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 FB9 I H9 3 1/2 x 18 PSL [-DBlO FB 10—[ H10 _5 1/4 x 18 PSL FLOOR MARK FRAMING —LEGEND 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 CTl SLOPED T.C. CORRIDOR TRUSS TOP OF PLATE ELEVATION THIRD + 31'-4 7/8" SECOND + 19'-94 FIRST + 9'-1 1/8" EXTERIOR SHEATHING ALL EXTERIOR WALLS TO BE SHEATHED W/ 7/16- OSB OR 15/32* CDX PLYWOOD SECURED W1 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. cr) 6z RSIA AM %M" 2!!�d� 07-2712 ,.DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET PmJW Nwriv 0"4 Dmn8y JAP 00*Dd By DAB A ppv#W By DAB FB.P.E Reg. # 2868? fim UNIT FRAMING PLANS C 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 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 FRAMING LEGEND MARK t?ESCRIPTIQN FT BEAM SIZE DB1 F81 H1 CORRIDOR TRUSS 2-2x6 D82 FB2 H2 H 2-2x8 DB3 FB3 H3 DROP BEAM 2-2x10 DB4 F84 H4 2-2x12 DB5 FB5 H5 3 1/2 x 9 1/4 PSL DB6 FB6 H6 3 1/2 x 11 1 4 PSL F87 H7 3 1/2 x 14 PSL FB8 HB 3 1 2 x 16 PSL a FB9 H9 3 1/2 x 18 PSL FB10 H10 5 1 IA x 18 PSI, FLOOR FRAMING LEGEND MARK t?ESCRIPTIQN 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 LEVEL OF PLATE ELEVATION , �l rr 64164 THIRD a-„ + 31'-4 7/8" SECOND I + 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 PLAN. SHEATHING MAY BE UNBLOCKED CONSTRUCTION, EXCEPT AT NOTED SHEARWALL LOCATIONS. �� rn u_ CL 0 w 0 ua a. C) W 07-7--12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET Omm By dAP awdwk DAB AppwW By DAB F.B.P.E Reg. # 28688 UNIT FRAMING PIANS 38 0 F 49 , �l rr 64164 1 a-„ S TAI'r, OF I UNIT FRAMING PIANS 38 0 F 49 129'-9" OUT TQ OUT SLAB 81-4" 32'-6" 26'-1," 22'-9" 24'-3" 15'-0" 1'-11" '-11'-i, '-1" }-1 " 5'-7" 1'71 " 5'-7" 1'-11" 5`-7" '-5" 51_9" '-5" 5'-10" '-4" 5'-9" 2'-5" 61_3" 1' 1 6'-5" 1' 11" 61_3" " CL ww J 9 -cI, a z .»ww ,., W >� R Fs u 0 I _ 2 2 as .w 1� � w� � i) � 2 ' ..;wv xr I Ll .a,,...W.,. xx,.,,,ow.r r � 00 ... . wrn.�..uuv :•way wwxuw "°I,p g, 1 t. L[ �._ R 1 �` J S ra.: o..,,,: i..,.d`✓.xvv'a.✓a.,:su«:uw._.4nure.. zew+.¢ t�.,b" ", ��� ..,y.......a.,...ww...,..,.ww...........,,.w,,....,..:..�«, J ^Q"' �� IT 71 r I -r' 4 a 28'-7j- Lo 8 7 14'-2" ;•� iC) : w, «� o �_,.. �.- 4 4 , 4 a o j i ...,...... .www_, - ww It 00 ,t .441 } 00 77, RE, 11N1 'ii{ 2 2 ' REARgi REARCH R Lo 4 .� Fl R ...�..,..:w,w .�.�.. � w., waw.�....�.�w.d..a:.�� �w:w,�w�:.�.�.� ,:,.w ,�..ww i�wd..... i�r, •- NZI ,,n •-- _ _ I 4 16.: " 4 � � 2 2 2 in to I j I x to = w. 4It gyp@ f ; W Q O 00 Lo -co ,'—O" -5 11'-1" '-5 41-1" '-5" 4'-10" '-5 4'-l" '-5 91-7" '-5 4'-1" '-5 13'-4" '-5 11`-1" '-5 11 "-4" 13`-6" 15'-9" 271-5" 15'-9" 13'-6" 17'-6" 15'-0" 129-9" OUT TO OUT SLAB CLUBHOUSE, SLAB FORMING PLAN H�LDQWN LEGEND MARK srzE Q srHo, a o L.1T19 Q L.rrzOa HTT4 HTT5 HD76 HR�BNffl 12 Hp12 NOTE; REFER TO STRUCTURAL SCHEDULE 1 Y YY No, 64164 !Dmwing lb 3Tnl'B f.7F CLUBHOUSE SUS FORM49 ING Ply 39 0 F 50--2 FOR ANCHOR SIZES 129'-9" OUT TQ OUT SLAB 81-4" 32'-6" 26'-1," 22'-9" 24'-3" 15'-0" 1'-11" '-11'-i, '-1" }-1 " 5'-7" 1'71 " 5'-7" 1'-11" 5`-7" '-5" 51_9" '-5" 5'-10" '-4" 5'-9" 2'-5" 61_3" 1' 1 6'-5" 1' 11" 61_3" " CL ww J 9 -cI, a z .»ww ,., W >� R Fs u 0 I _ 2 2 as .w 1� � w� � i) � 2 ' ..;wv xr I Ll .a,,...W.,. xx,.,,,ow.r r � 00 ... . wrn.�..uuv :•way wwxuw "°I,p g, 1 t. L[ �._ R 1 �` J S ra.: o..,,,: i..,.d`✓.xvv'a.✓a.,:su«:uw._.4nure.. zew+.¢ t�.,b" ", ��� ..,y.......a.,...ww...,..,.ww...........,,.w,,....,..:..�«, J ^Q"' �� IT 71 r I -r' 4 a 28'-7j- Lo 8 7 14'-2" ;•� iC) : w, «� o �_,.. �.- 4 4 , 4 a o j i ...,...... .www_, - ww It 00 ,t .441 } 00 77, RE, 11N1 'ii{ 2 2 ' REARgi REARCH R Lo 4 .� Fl R ...�..,..:w,w .�.�.. � w., waw.�....�.�w.d..a:.�� �w:w,�w�:.�.�.� ,:,.w ,�..ww i�wd..... i�r, •- NZI ,,n •-- _ _ I 4 16.: " 4 � � 2 2 2 in to I j I x to = w. 4It gyp@ f ; W Q O 00 Lo -co ,'—O" -5 11'-1" '-5 41-1" '-5" 4'-10" '-5 4'-l" '-5 91-7" '-5 4'-1" '-5 13'-4" '-5 11`-1" '-5 11 "-4" 13`-6" 15'-9" 271-5" 15'-9" 13'-6" 17'-6" 15'-0" 129-9" OUT TO OUT SLAB CLUBHOUSE, SLAB FORMING PLAN H�LDQWN LEGEND MARK srzE Q srHo, a o L.1T19 Q L.rrzOa HTT4 HTT5 HD76 HR�BNffl 12 Hp12 NOTE; REFER TO STRUCTURAL SCHEDULE 1 Y YY No, 64164 !Dmwing lb 3Tnl'B f.7F CLUBHOUSE SUS FORM49 ING Ply 39 0 F OUT SLAB C'V x 0 CLUBHOUSE - FOUNDATION PLAN 1/8'-1'—O" a GRADE BEAM SCHEDULE MARK SIZE TENDON VERTICAL WIDTH DEPTH TOP BOTTOM SIZE SPACING PB MM 14" 24" 1 2"0 1 2 0 3 48" PB 14" 24" 1/2"0 1 2 0 3 48" MARK SIZE REINFORCING VERTICAL WIDTH DEPTH TOP BOTTOM SIZE SPACING RB 14" 24" 2M 5 2^' 5 3 48" SP °a`=• 16" 14" N/A 2M#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. �M SLAB bjN 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. I FIN FLR ELEVATION — RE: CML = REF. + Of -0" I FOUNDATION LEGEND 1, SLAB TENDON LIVE END SHOWN THUS: LENGTH OF TENDON TENDON SEQUENCE -11� T3 (14) 2. SLAB TENDON DEAD END SHOWN THUS: - - - --I 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 LINGTH ELONGATION 0 (IN) {� (IN) (FT) (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 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 1/6 140 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 t52 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 a 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 a 7/8 NOTES: 1, EACH BEAM SHALL HAVE A TENDON IN THE TOP AND BOTTOM 2, TENDON LENGTHS SHOWN REPRESENT INCE OF FORM TO INSIDE OF FORM, BEAM TENDON DRAPE HAS BEEN INCLUDED. I TOP TENDONS IN GRADE BEAMS SUPPORTING SHEAR WALLS WITH HARDWARE SHALL BE OF59 4 WJES FROM BEAM CENTERLINE. r - C" Tj M J Q w 0 z W m CL 0 —j Lu Lol 07-27-12 'DD SET 07-21-12 COORDINATION SET I US -12 PERMIT SET l"ll r � Emu) CLUBHOUSE FOUNDATION NOTE; STRAP 4 CORNERS OF TOWER W/ LSTA36 TO BEAMS BELOW. CLUBHOUSE - ROOF FRAMING PLAN 1/8"=1'-0" 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. 12. 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/ 3 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 I STRUCTURAL DRAWINGS, 18, RIDGE BRACING MARKED THUS: -=Fm-== IS REQUIRED WHERE SHOWN ON THE PLAN, 9. A DRAG TRUSS SHALL BE POSITIONED OVER EACH INTERIOR SHEARWALL LOCATED 1 WITHIN PARTYWAI_LS. THE DRAG TRUSS SHALL BE DESIGNED TO CARRY THE TRIBUTARY LATERAL FORCES AS SHOWN IN THE LOAD SCHEDULE. 110. 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 3-2x4 AT EACH END. ROOF MARK FRAMING LEGEND 1 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 FLUSH BEAMS MARK BEAM SIZE QBI FBI H1 2-2x6 DB2 F02 H2 2-2x8 DB3 FB3 H3 2-2x10 D64 FB4 H4 2-2x12 DB5 FB5 H5 3 1/2 x 9 1/4 PSL D66 —7 FB6 H6 3 1/2 x 11 1/4 PSL - SLD67 FB F67 H7 3 1/2 x 14 PSL DB8 FB8 H8 3 1 2 x 16 PSL 089 F09 H9 3 1/2 x 18 PSL D1310 F810 H10 5 1 4 x 18 PSL SHEARVILALLLEGEND 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) TOP OF PLATE ELEVATION + 16'-0" CLUBHOUSE + 12'-0" + 10'-1 1/8" EXTERIOR SHEATHING ALL EXTERIOR WALLS TB BE SHEATHED W/ 7/16" OSB OR 15/32" CDX PLYWOOD SECURED W/ 8d COMMON NAILS AT 6" B.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. toi NO. 07-V-12 s Dl) SET 07-21-12 COORDINATION SET 10 12 PERMIT SEI" 1154111 f I/% �, fj F- N',. Now 64164 -� -aTAjl.OF r 0� 1 c wing 7b CLUBHOUSE ROOF FRAMING PLAN b7m3 41 0 F 49 T` RE:PLAN NATE vv va vo __ vo av -v o_ o00 a NO SLOPE �► 2A - NOTE: NOTE: P.x > r ar sr �► 'r t , rE NO SLOPE 5A rPa `' NO SLOPE 3A AS r r �+ SILL BOLTS RE: SCHEDULE 1 SILL BOLTS RE: SCHEDULES ^✓ z✓y f V,�' d4?w4 ST' .74s A:.. fS Y u i NY. FOR SIZE AND SPACING •'" � C PAST TENSIONING ANCHOR . �,'4. FOR SIZE AND SPACING AND POCKET -FORMER tt� 2x WALL REARCH. FOR LOCATION 2x WALL DRAPED BEAM TENDONS - r SLAB TENDONS - aiN FORMER, STRESSING END I 6 "n POST TENSIONING ANCHOR ( c' 2x WALL m DEAD END SIMILAR) SLAB TENDONS I TYP. i k. r= TOP AND BOTTOM g AND POCKET FORMER (STRESSING END SHOWN -- SLOPE 28 (3" CLEAR FROM BOTTOM I TYPICAL CHAIR OPP WAY VAPOR BARRIER DEAD END SIMILAR}, - - r � SLAB TENDONS SLOPE OP SLAB TENDONS SLOPE RE: PLAN SLOPE SLOPE 0 5B : SLAB TENDONS 4` b xr �4 „.. _ . 1 , 1 ' , I NT. PTB M 1� - �� .,.. �� ��• �,� ' �l� ��.., . -"'�'� ,�, � � "� ....-. ��+, �•"`^e�° `,,., 1 ;� 8 aro 'K: w!•� � ux I � I � �TI` ls""�;�'`.�",�.✓" ti � �;4 �_ a M (� DROP . _ 7 POST TENSIONING GHOR "J1 TYPICAL CHAIR 8 6 �,✓s�;�/ Q " r ar�,Y° Q " ,, 4 °- _ g 6 TYPICAL CHAIR ( 6 AND POCKET -FORMER i TYPICAL CHAIR 8 ''�� ° s°' I TYP. o v o - ANDOPOCKET -FORMER �HOR I -xi x ' N (STRESSING END SHOWN - ( I TYPICAL CHAIR I TyP a rry x § s leN DEAD END SIMILAR . G (TYP) I yr (STRESSING END SHOWN - ( VAPQR BARRIER, Q ,' ",; 1I- �°✓. DEAD END SIMILAR). n NI p'. i'a e:.. .. f6v ` -- VAPOR BARRIER - VAPOR BARRIER RE: PLAN NOTE �, ,%`� /r'� I. a Imo.. (n i I 6" SLAB TENDONS ,;� =VAPOR BARRIER 1x 1 xa Y � DRAPED BEAM TENDON DRAPED BEIM TENDON I vi g I T•YP. , ,;, DRAPED BEAM TENDONS I TYPICAL CHAIR j DRAPED BEAM TENDON - xy,�,� TOP & BTM EQ EQ #3 STAKES x 2'-•6" 0 48" O.C. TOP & BTM EQ EQ ry Ir.r. as (3" CLR BTM) (TYPO (3" CLR BTM) TOP AND BOTTOM EQ. EQ TOP &BTM EQ EQ F-- (3" CLEAR FROM BOTTOM) VAPOR BARRIER, (3° CLR BTM) - awE r ` - SCHED SCHED SCHEDULED RE: PLAN MOTH VARIES to WIDTH WIDTH VARIES 36 (. DRAPED BEAM TENDONS SCHED ag r WIDTH " TOP AND BOTTO EQ. EQ. (3 CLEAR FROM BOTTOM (DSRXTSCHEDULEDEXT. PT BEAM @ CURB / 1/rtB17 �71 CALE 3 4" = 1'-0" UNLESS NOTED OTHERWISE r� r� >r rljJ'AS ^tx ink° rwh ¢fiN­" kro. lea Yr.� � s 5� � �°j-9:. y�ai}asd y n a, 7 Z y, 2• : CONSTRUCTION JOINT-� CONSTRUCTION JOINT-. NOTE: SLAB TENDONS NO SLOPE � 8A �oo UJI S 1 1 1/2-6 1/2 BRICK LEDGE - S 2x WALL 2x WALL 2x WALLCL 2x WALL RE:ARCH. FOR LOCATION �i POST TENSIONING ANCHOR -2x WALL 2 #4x1 6 0 18 O.C.--' r- AND POCKET --FORMER T&B I 6 (STRESSING END SHOWN - - r SLOPE SLAB TENDONS 2� , TYP. TYPICAL CHAIR DEAD END SIMILAR). SLAB TENDONS C� �5 CONT. - � 4 1,_4„ � VAPOR BARRIER, ,_,,,_® o -- __ _ _ SEALANT 0 CONST. JOINT 1 0 1 15 DWLS x 3'-0" 0 12" O.C. r CENTERLINE DRAPED ISTAGGERED R p " w w THICKENED SLAB @ DROPI-y � BEAM TENDONS T&B i II � ��� � I TYP' TYP. I 6" \"-TYPICAL CHAIR (3 CLR FROM BOT) s I N - - TYPICAL CHAIR I Lam. � Q ` - TYPICAL CHAIR 25 CONT, VAPOR BARRIER, SLAG TENDONS I TYP o I ( 1 _VAPOR BARRIER, RE _ _ ''' - VAPOR BARRIER III " Lu CENTERLINE DRAPED I I PLAN 1'-4" x III 6 BEAM TENDONS T&B 2x4 KEYWAYS CONT - �" �,� G wry, 1 t. ✓' ,, ,;.„ DRAPED BEAM TENDON TYP' (3" CLR FROM BOT) (SPACE EQUALLY) 1 � �R / -.� i EQ EQ II EQ EQ EQ EQ I �' A s w TOP & BTM EQ EQ 2x4 KEYWAY CONT. 6" (3" CLR BTM) vrl SCHEDULE , I® TYPICAL CHAIR SCHEDULED /SCHEDULED � , TYP, TYPICAL CHAIR SCHED � 2-#5 CONT. WI TH VARIES 1A WIDTH VAPOR BARRIER, RE: WIDTH WIDTH VAPOR BARRIER, SCH ULED� PLAN 1'-4" W1111H CONSTRUCTION JOINT � DROP � CONSTRUCTION JOINT � 8A THICKENED SLAB C� DROP THICKENED SLAB EXT. PT BEAM W BRICK LEDGE ISSUE � REVISION o Dde REPLAN 07-U-12 DD SET w 07-21-12 COORDINATION SET N SLAB TENDONS - FOR SIZE AND SPACINGLL BOLTS, RE- z SLOPE 1 1/2'x5 1/2" BRICK LEDGE 1 1/2"x5 1/2" BRICK LEDGE 10-08-12 PERMIT SET fy 2x WALL REARCH. FOR LOCATION -- POST TENSIONING ANCHOR 2 WALL ® AND POCKET -FORMER (STRESSING END SHOWN - --� SLOPE SLAB TENDONS DEAD END SIMILAR), -r— - SLAB TENDONS SLAB TENDONS SLOPE SLAB TENDONS SLOPE SLOPE _ . ........ ..... 10 1 1 - /} �✓I/ »1 w ..w� �� .. '' i °:✓ 1 .. ........ ....w. ..,.... ;,-, .J. � n, �"1 �'M .p"'^y_c„ CL Q POST TENSIONING A�GHOR 6" �- TYPICAL CHAIR , TYP. TYP. 8 AND POCKET -FORMER I 6 TYPICAL CHAIR 8 I I T(P) 2N#5 CONT. -TYPICAL CHAIR 2M#5 CONT. TYPICAL CHAIR ' v, STRESSING END SHAWN - I (TYP $ DEAD END SIMILAR). _ � ..�,. VAPOR BARRIER .._.... _ _ _Is,_...... 2x WALL .. � ,---- VAPOR BARRIER, B - VAPOR BARRIER VAPOR BARRIER SLAB TENDONS SLOPE - .___--- j DRAPED BEAM TENDON — - -- -- TOP do BTM EQ EQ ' j DRAPED BEAM TENDON (3" CLR BTM) TOP &BTM EQ EQIIowm (3" CLR BTM) SCHED 8" SCHED , =� "�- WIDTH WIDTH T _ J By BAB AWovW By DM BRICK LEDGE THICKENED SLAB C DPQP W BRICK LEDGE THICKENED SLAB @ SLOPE EXT. PT BEAM GARAGE NOTE: CD SEE PLAN FOR SLAB DROP AND SLOPE (` ``{{ i #4 CONT. - �� 2x WALL 1 1/2 x5 1/2 BRICK LEDGE - j POST TENSIONING ANCHOR RE. -PLAN FOR LOC. A� SLAB TENDONS AND POCKET -FORMER 2x WALL REARCH. FOR LOCATION z FORMER, (STRESSING END m SLOPE � DEAD END SIMILAR) GARAGE DOQRPOCKET DOOR W POST TENSIONING ANCHOR 2x WALL RE:ARCH. FOR LOCATION ?. No, 6064 RE: ARCH. AND POCKET-FORMER i CIVIL BY OTHERS SLAB TENDONS `' (STRESSING END SHOWN - - ",A s #5 CONT. DEAD END SIMILAR). SUIS TENDONS n '- ST/�T1^ OF °� ° ..r.. SLOPE SLAB TENDONS ��*�• NATE. NO SLOPE 16A4 CONT. ® I TYP. °� • w 6" I 6" -TYPICAL CHAIR a I TYPICAL CHAIR I TYPICAL CHAIR (TYP) FOUNDATION SI�+B TENDONS � - a VAPOR BARRIER _ RE: PLAN NQTff 2N#5 CONT. ..p SLOPE --- VAPOR HARRIER, �- VAPOR BARRIER SECTIONS Ail® DETAILS • I 1'-4" DRAPED BEAM TENDON -J o EQ. EQ. EQ EQ TOP &BTM n CL DRAPED BEAM TENDONS (3" CLR BTM) "LIN � � ��' TOP AND BOTTOM i W i siY (3" CLEAR FROM BOTTOM) SCHEDULED , SCHED WIDTH WITH VARIES lA z �� �x EXT, PT BEAM GARAGE DOOR �S THICKENED SLAB @ CURB EXT, PT BEAM W BRICK LEDGE NOT USED "go A4 42 0 F 49 CL POST TENSIONING ANCHOR AND POCKET -FORMER ® FORMER, (STRESSING END En z DEAD END SIMILAR) m SCHED REINF — (HOOK ENDS 12") (3" CLR BTM) NOTE. REMOVE WALL a SECTION 1A � EX�.RB jSILL BOLTS, RE SCHEDULE FOR SIZE AND SPACING 2x WALL SLAB TENDONS —n i E ti 6" TYPICAL CHAIR �r VAPOR BARRIER, RE: PLAN I #3 STAKES x 2'-6" 0 48" OX, ! (TYP.) 3/4-=1'-0" (UNLESS NOTED OTHERWISE) NOT USED TYP EDGE FOR � 1 " z FORM DEAD END NOTE: NO SLOPE 2A _ _ ........ .... P (L POST TENSIONING A HOR- -/ AND POCKET -FORMER (STRESSING: END SHOWN -- DEAD END'SIMILAR). i SCHED REINF --� (HOOK ENDS 12' (3" CLR BTM) REPLAN NO SLOPE ®3A SILL BOLTS, RE: SCHEDULE OR SIZE AND SPACING j POST TENSIONING ANCHOR AND POCKET -FORMER 2x WALL FORMER, (STRESSING END DEAD END SIMILAR) SLOPE SLAB TENDONS a Lo 1 6" TYPICAL CHAIR (TYPYEa or VAPOR BARRIER SCHED REINF - -� (HOOK ENDS 12") �n cn (3" CLR BTM) WIDTH EXT. RB @ COLUMN NOT USED NOT USED -LOWER j OF TENDON WHEN BRICK LEDGE IS DEEPER THAN 1 1/2" TIE CABLES AT EVERY INTERSECTION PROVIDE PILASTIC POCKET SUPPORT ON PLASTIC CHAIR FORMER AT LIVE END 18" MIN TAIL (FOR SLABS) 24" MIN TAIL (FOR BEAMS) p TOP BEAM TENDONS TYP SLAB TENDON PLACE PER PLANS I; — � BEAM TENON � BEAM TENDO I; N� I' DRILL VO HOLE THRU FORM TENDON ANCHORS SHALL BE P TYPICAL AT LIVE ENDS. SURE -LOCK OR AN APPROVED EQUAL. --� I DRAPED BEAM TENDON #3 STAKES x 2'-6" 0 48" D.C. LIVE END (3" CLR BTM ) TYPICAL TENDON AND ANCHOR PLACEMENT TYPICAL El BOTTOM BEAM TENDONS (DRAPED UP OVER A 12' TRANSITION LENGTH) (DIRECTION OF SLOPE MAY VARY, SEE PLAN) SLAB TENDONS SLOPE, RE: PLAN 6" I TYP. , TYPICAL CHAIR �» VAPOR BARRIER, L__- RE: PLAN VARIES AT SECTION 3B 3 3A 3B EXT. RB @ DROP NOT USED ROUGH GRADING SHALL USE NATURAL CLAY MATERIALS NOT SAND PRIOR TO SETTING FORMS. BEAM TENDON END DETAIL WIDTH NOTE NO SLOPE 0 4A 1 1/2"x5 1/2" BRICK LEDGE - REPLAN FOR LOC. � POST TENSIONING ANCHOR AND POCKET -FORMER (STRESSING END SHOWN - - DEAD END SIMILAR), 2x WALL RE:ARCH. FOR LOCATION SLOPE �-- SLAB TENDONS 6p TYPICAL I --- VAPOR BARRIER i SCHED REINF (HOOK ENDS 12' (3" CLR BTM) EQ EQ SCHED 8" WIDTH ' 4 4A EXT. RB � CQL. W BRICK LEDGE NOT USED NOT USED t POST TENSIONING ANCHOR EQ EQ AND POCKET -FORMER (STRESSING END SHOWN - DEAD END SIMILAR). a 8 - RE: DET. 14 FOR EXIT PATTERN DRAPED BEAM TENDON TENDON EXIT PATTERN - � (3" CLR BTM ) -#3 STAKES x 2'-6" 0 48" O.C. INSIDE EDGE OF BEAM (BELOW) i i ' � 05 CORNER BAR, T&B 30"L 30" BEAM TENDON & 6" COMPANION ' SLAB TENDON l -------------- 1 N#5 VERT.OUTSIDE EDGE OF HALF OF BEAM WIDTH SLAB TYPICAL PT CORNER DETAIL (PLAN VIEW 1 1/2"x5 1/2" BRICK LEDGE REPLAN FOR LOC. POST TENSIONING ANCHOR AND POCKET -FORMER FORMER, (STRESSING END DEAD END SIMILAR) TYP. � I x i SCHOEKD REIN(HOF — E (3" G BTM)12 t N REMOVE WALL 0 SECTION 1A EQ. EQ. SCHEDULED ...WIDTH EXT. RB W/ BRICK LEDGE NOT USED NOT USED 5'-D" FINAL GRADE LANDSCAPE MATERIAL --- qL 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.) SLOPE TOP OF CLAY AS SHOWN OVER DISTANCE NOTED TO ACHIEVE POSITIVE DRAINAGE. /-� REFER FDN SECTIONS / FOR BEAM SIZE 0 PERIMETER I \--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 0 (W -U-12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET =414 Drm By JAIP 00*od By DAD ApWAd By T FARE Rog. # fi No. 64164 ' -4t ' �CC7f'1tiJi "• , t`1 tt1s FOUNDATION SECTIONS AND DETAILS EXTERIOR SHEATHING CONT. 2x4 RIBBON NAIL W/2 -16d TOENAIL 2-6d T.P. _ _ - _ RE: PLAN -2x WALL 3/4" SELF LEVELING TOPPING 2x SOLE PLATE /—FLOOR DECKING `—FLOOR TRUSS ��2-2x BEARING PLATES 2x BEARING WALL 1 ERIOR WALL -TRUSS PERPENDICULAR SCALE: 3 4 = 1 -0 UNLESS NOTED OTHERWISE MQIE;. SHEAR PANELS NOT SHOWN FOR CLARITY AT SHEARWALLS EXTERIOR SHEATHING NQg; SHEAR PANELS NOT SHOWN FOR CLARITY AT SHEARWALLS I I 2x WALL 3/4" SELF I I 2x SOLE PLAlEf LEVELING TOPPING I I FLOOR DECKING i PROVIDE SEAT IN TRUSSES I I I I 2-2x BEARING PLATES I FLOOR TRUSS I 2x BEARING WALL I I I 2x SHEARWALL WHEN APPLICABLE RE: PLAN kBEARMING WALL -TRUSS PERPENDICULAR am SHEAR PANELS NOT SHOWN N FOR CLARITY. AIR SPACE SHEAR PANELS NOT SHOWN SEE BRACING PLAN SEE ARCH FOR CLARITY AT SHEARWALLS FOR PLYWOOD SHEARWALLS FOR SECT $A IN AIRSPACE 2x SOLE PLATE I I 3/4" SELF LEVELING TOPPING BOUNDARY NAILING i FLOOR DECKING CONT. 20s NAIL W/2-1 �- FLOOR TRUSS BOUNDARY NAILING 2x BEARING PLATE 2x TOP BEARING PLATE CONT 2x SHEARWALL (WIDTH AS REQ'D) WHEN APPLICABLE RE: PLAN PARTY WALL -TRUSS PERPENDICULAR SEE BRACING PLAN FOR PLYWOOD SHEARWALLS AIRSPACE SEE: ARCH I I I 2x WALL EXTERIOR SHEATHING 20 PLATE, CONT. 1i" LIGHT WEIGHT CONCRETE TOPPING FLOOR DECKING r� 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 & CONNX. BALCONY TRUSS OR- BEAM- RE: PLAN TP RE PLAN FLOOR TRUSS 2x6 STRONGBACK, RE: SO -2 EXTERIOR SHEATHING NAIL W/ 3-16d 2x SLOPING FLAT BALCONY TRUSS 2x4 CONT, NAIL W/ 2-16d EXTERIOR SHEATHING 2x WALL 1 1/2* LT. WT. CONC. TOPPING FLOOR DECKING -� 2x WALL 3/4" SELF LEVELING 2x SOLE_ PLATE TOPPING FLOOR DECKING T.P. ....... ,,. RE: PLAN - BREEZEWAY TRUSS FLOOR TRUSS LAP TRUSSES OVER WALL 2-2x BEARING PLATES 2-2x BEARING PLATES 2x BEARING WAL I BREEZEWAY WALL -TRUSSES PERPENDICULAR 1 1/2" THICK LT. WT. CONCRETE TOPPING -FLOOR DECK BALCONY TRUSS �- 2x- BL.K'ING 0 HANDRAIL ANCHORAGE 7 IA" 'r-1 I' 1 1.1- �• 12d NAILS 0 8" Q.C. EXTERIOR SHEATHING 1 1/2" LT. WT, CONC. TOPPING FLOOR DECKING -- SLOPE I I 2x WALL 2x SOLE PLATE I I I I FLOOR TRUSS—/I I I I 2-2x BEARING PLATES I 1 2x BEARING WALL I I I I 2x SHEARWALL WHEN APPLICABLE RE: PLAN BEARING WALLeTRUSS EACH WAY FLUSH BEAM RE: PLAN FOR SIZE DECKING TRUSS 3/4" SELF LEVELING TOPPING r -FLOOR DECKING FLUSH BEAM /-- 3/4" SELF LEVELING TOPPING RE: PLAN FOR SIZE / i- FLOOR DECKING STRAP HANGER SIZED BY TRUSS MANUFACTURER l 2' MAX TOP CHORD BEARING FLOOR TRUSS INTERIOR BEARING AT FLUSH BEAM EXTERIOR SHEATHING --� 2x6 LEDGE CONT. NAIL TO — 2x WALL TRUSSES W/3 -16d OR 2-1/2`00" LONG LAG SCREWS LT. WT. CONC. TOPPING 3/4" SELF LEVELING THICKNESS VARIES 2x SOLE PLATE TOPPING (SEE PLAN) FLOOR DECKING FLOOR DECKING CONT. 20 RIBS NAIL W/2 -16d FLOOR TRUSS 20 CONT, NAIL W/ 2-164 2-2x BEARING PLATES 2x BEARING WALL BALCONY WALL - TRUSS PERPENDICULAR NOT USED SEE ARCH FOR ZE GQNNX. & 1 1/2" LT. WL CONC. TOPPING FLOOR DECKING--- SLOPE —t- ' .. EXTERIOR SHEATHING FLUSH BEAM, RE: PLAN BALCONY TRUSS 1� SHEAR PANELS NOT SHOWN FOR CLARITY, AIR SPACE SEE BRACING PLAN SEE ARCH FOR PLYWOOD SHEARWALLS IN AIRSPACE 2x SOLE PLATE I I 3/4" SELF LEVELING TOPPIN BOUNDARY NAILING i FLOOR DECKING CONT. 2x4\ NAIL W/2-1 FLOOR TRUSS -, /� I �- FLOOR TRUSS TOENAIL 2-16d I I I I BOUNDARY NAILING 2x BEARING PLATE 2x TOP BEARING PLATE CONT (WIDTH AS REQ`D) 10 PARTY WALL- USS EACH WAY ®- 2x WALL HANDRAIL SEE ARCH 3/4" SELF' LEVELING FOR SIZE & 1 1/2" LT. WT. CONC,- 2x SOLE PLATE TOPPING GQNNX. TAPPING FLOOR DECKING FLOOR DECKING SLOPE 20 BAND, CONT. CONT. 2x4 RIBBO EXTERIOR SHEATHING - — — � — NAIL w/2 -16d — — BALCONY TRUSS' FLOOR TRUSS 2-2x BEARING PLATES BALCONY 2x BEARING WALL DROP BEAM, SEE PLAN BALCONY WALL - TRUSS EACH WAY BALCONY EDGE AT DROP BEAM 15 TRUSS PERPENDI ULAR SHEAR PANELS NOT SHOWN AIR SPACE FOR CLARITY OFFSET FROM 2x TIE. SEE ARCH 2x SHEARWALL RE: PLAN I I I BOUNDARY NAILING I 1 I I i 2x SOLE PLATE I I 3/4" SELF LEVELING TOPPING / - FLOOR DECKING I CONT. 2x4 NAIL W/2-16 2x BEARING PLATE I I 2x SHEARWALL WHEN APPLICABLE i FLOOR TRUSS RE: PLAN I I Of%[ IAIn ADV AIAll 1►ln rn 1� I Lu 0- r. CLa dim Li LL Lu ui F-- 4 ca ISSUE AND REVISION NO. i I 07112 DD SET 07-21-12 COORDINATION SET 10-06-12 PERMIT SET j ',CUs?:� ► _I1-�-':I DI"�Vlrrl ey JAP Oulmd By DAB AWOVW BYDo F.B.P.E . # 8 i fP �E', No, 6064 6 y OF Ill s$ r DwftTb �LOQR FRAMING � •- SECTIONS AND DETAILS I i f I j 2x SOLE PLATEI I 2x SOLE PLATE IN AIRSPACE I I 2x SOLE PLATE 3/4" SELF 2x WALL-- i " BOUNDARY NAILING I I 3/4" SELF LEVELING TOENAIL 4x BRACING 0 5'-0" A.C. LEVELING TOPPING FLOOR DECKING I I BOUNDARY NAILING I I LLE/ LEVELING TOPPING TOPPING 2-6d AND AT BRIDGING, TYP. i I I I FLOOR DECKING I I I I FLOOR DECKING I LADDER TRUSS LADDER TRUSS W/BRACES T.P. L _ RE: PLAN J — — — — — —1><l N— — — — -- — '• I FLOOR TRUSS TYP ( ) I I IOR 2x EXTERIOR WALL Zx BRIDGING FLOOR TRUSS i FLOOR TRUSS 2x4 CONT. NAIL W/3 -16d I I I 2x BRIDGING TOENAIL 2 16d "' I I I 2xOBRlI)G NGS RE: 20/50-2 I ' NAIL W/3 -16d NAIL W/2 -16d 2-2x BEARING PLATES NAIL W/3 -16d BOUNDARY NAILING I I I TOENAIL 20 CONT. 2x SHEARWALL 2-16d 2x BEARING PLATE NAIL W/2 -16d WHEN APPLICABLE RE: PLAN 2x4 CONT. 2x SHEARWALL WHEN APPLICABLE 2x TOP BEARING PLATE (WIDTH AS REQUIRED) NAIL W/2 -16d RE: PLAN (`6_ERJOR WALL -TRUSS P LEL 7 SHEARWALL-TRUSS PARALLEL,2 PARTY WALL -TRUSSPARALLEL EXTERIOR SHEATHING 20 PLATE, CONT. 1i" LIGHT WEIGHT CONCRETE TOPPING FLOOR DECKING r� 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 & CONNX. BALCONY TRUSS OR- BEAM- RE: PLAN TP RE PLAN FLOOR TRUSS 2x6 STRONGBACK, RE: SO -2 EXTERIOR SHEATHING NAIL W/ 3-16d 2x SLOPING FLAT BALCONY TRUSS 2x4 CONT, NAIL W/ 2-16d EXTERIOR SHEATHING 2x WALL 1 1/2* LT. WT. CONC. TOPPING FLOOR DECKING -� 2x WALL 3/4" SELF LEVELING 2x SOLE_ PLATE TOPPING FLOOR DECKING T.P. ....... ,,. RE: PLAN - BREEZEWAY TRUSS FLOOR TRUSS LAP TRUSSES OVER WALL 2-2x BEARING PLATES 2-2x BEARING PLATES 2x BEARING WAL I BREEZEWAY WALL -TRUSSES PERPENDICULAR 1 1/2" THICK LT. WT. CONCRETE TOPPING -FLOOR DECK BALCONY TRUSS �- 2x- BL.K'ING 0 HANDRAIL ANCHORAGE 7 IA" 'r-1 I' 1 1.1- �• 12d NAILS 0 8" Q.C. EXTERIOR SHEATHING 1 1/2" LT. WT, CONC. TOPPING FLOOR DECKING -- SLOPE I I 2x WALL 2x SOLE PLATE I I I I FLOOR TRUSS—/I I I I 2-2x BEARING PLATES I 1 2x BEARING WALL I I I I 2x SHEARWALL WHEN APPLICABLE RE: PLAN BEARING WALLeTRUSS EACH WAY FLUSH BEAM RE: PLAN FOR SIZE DECKING TRUSS 3/4" SELF LEVELING TOPPING r -FLOOR DECKING FLUSH BEAM /-- 3/4" SELF LEVELING TOPPING RE: PLAN FOR SIZE / i- FLOOR DECKING STRAP HANGER SIZED BY TRUSS MANUFACTURER l 2' MAX TOP CHORD BEARING FLOOR TRUSS INTERIOR BEARING AT FLUSH BEAM EXTERIOR SHEATHING --� 2x6 LEDGE CONT. NAIL TO — 2x WALL TRUSSES W/3 -16d OR 2-1/2`00" LONG LAG SCREWS LT. WT. CONC. TOPPING 3/4" SELF LEVELING THICKNESS VARIES 2x SOLE PLATE TOPPING (SEE PLAN) FLOOR DECKING FLOOR DECKING CONT. 20 RIBS NAIL W/2 -16d FLOOR TRUSS 20 CONT, NAIL W/ 2-164 2-2x BEARING PLATES 2x BEARING WALL BALCONY WALL - TRUSS PERPENDICULAR NOT USED SEE ARCH FOR ZE GQNNX. & 1 1/2" LT. WL CONC. TOPPING FLOOR DECKING--- SLOPE —t- ' .. EXTERIOR SHEATHING FLUSH BEAM, RE: PLAN BALCONY TRUSS 1� SHEAR PANELS NOT SHOWN FOR CLARITY, AIR SPACE SEE BRACING PLAN SEE ARCH FOR PLYWOOD SHEARWALLS IN AIRSPACE 2x SOLE PLATE I I 3/4" SELF LEVELING TOPPIN BOUNDARY NAILING i FLOOR DECKING CONT. 2x4\ NAIL W/2-1 FLOOR TRUSS -, /� I �- FLOOR TRUSS TOENAIL 2-16d I I I I BOUNDARY NAILING 2x BEARING PLATE 2x TOP BEARING PLATE CONT (WIDTH AS REQ`D) 10 PARTY WALL- USS EACH WAY ®- 2x WALL HANDRAIL SEE ARCH 3/4" SELF' LEVELING FOR SIZE & 1 1/2" LT. WT. CONC,- 2x SOLE PLATE TOPPING GQNNX. TAPPING FLOOR DECKING FLOOR DECKING SLOPE 20 BAND, CONT. CONT. 2x4 RIBBO EXTERIOR SHEATHING - — — � — NAIL w/2 -16d — — BALCONY TRUSS' FLOOR TRUSS 2-2x BEARING PLATES BALCONY 2x BEARING WALL DROP BEAM, SEE PLAN BALCONY WALL - TRUSS EACH WAY BALCONY EDGE AT DROP BEAM 15 TRUSS PERPENDI ULAR SHEAR PANELS NOT SHOWN AIR SPACE FOR CLARITY OFFSET FROM 2x TIE. SEE ARCH 2x SHEARWALL RE: PLAN I I I BOUNDARY NAILING I 1 I I i 2x SOLE PLATE I I 3/4" SELF LEVELING TOPPING / - FLOOR DECKING I CONT. 2x4 NAIL W/2-16 2x BEARING PLATE I I 2x SHEARWALL WHEN APPLICABLE i FLOOR TRUSS RE: PLAN I I Of%[ IAIn ADV AIAll 1►ln rn 1� I Lu 0- r. CLa dim Li LL Lu ui F-- 4 ca ISSUE AND REVISION NO. i I 07112 DD SET 07-21-12 COORDINATION SET 10-06-12 PERMIT SET j ',CUs?:� ► _I1-�-':I DI"�Vlrrl ey JAP Oulmd By DAB AWOVW BYDo F.B.P.E . # 8 i fP �E', No, 6064 6 y OF Ill s$ r DwftTb �LOQR FRAMING � •- SECTIONS AND DETAILS I i f I j M SI 1 t A" IT utr nAmn `- BREEZEWAY TRUSS — FLUSH BEAM, RE. PLAN D!S!C�ALE: AL, - STAIRCONNE N - TRUSS PERPENDICULM 3 4 = 1 –0 UNLESS NOTED OTHERWISE COL SIMPSON CS 18 WOOD BEAM WOOD BEAM STRAP x 24" W/ RE: PIAN 3. " RE: PLAN 10-8d NAILS 0 EA. 510E i SIM F �SIMPSON CC COL CAP W/ 5/8"0 BOLTS T OR SOLID WOOD D PACK COLUMN EXTENT OF HEADER, (SEE PLAN FOR PORTAL FRAME WID ) r> r FULLY SHEATH HEADER do WALL ABOVE AS SWI FASTEN PLYWOOD SHEATHING TO L LSTA24 STRAP " 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) 2x4 TYP ' WHEN REQUIRED, SHEATHING SPLICE MUST OCCUR WITHIN 18" MIN, ,� � 24" OF MID -HEIGHT HOLDOWN " STHD14 HOLDOWN, TYP RE; PLAN 5/8" ANCHOR BOLT- 7" EEMMBEDMENT w/ 2"x2"x3/16" WASHER & NUT -1t'�PLYW D PGR,TA6 FMME- ®NE END FLUSH BEAM RE: PLAN L4x4xY8x0'-8" W/2N5/8 0 BOLTS 1 1/2" (MIN.). --� CONCRETE TOPPING FLOOR DECKING ---\ MAX. BREEZEWAY----- TRUSS L4x4x3/8"x0'-8" FACE MOUNTED HANGER EACH SIDE- SIZED BY TRUSS MANUFACTURER METAL - STAIR CONNECTION AT LANDING 48" MIN, LAP 16-6d NAILS, STAGGERED AID/OR SHEARWALL XTENT ff HEA ER (EXTEND TO WALL WIDTHS, OR A MIN 18" PAST OPENING) —FASTEN PLYWOOD SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AND AT 3" Q.C. ALONG ALL STUDS AND SILLS, TYP � t fi LSTA24 STRAP ON BACKSIDE, TYP MIN. (2) 20 TYP. WHEN REQUIRED, PLYWOOD SHEATHING SPLICE MUST OCCUR 18" MIN, WITHIN 24" OF MID --HEIGHT TYP ", �W . — STHD14 HOLDOWN \__5 /8" ANCHOR BOLT– 7" EMBEDMENT w/ 2"x2"x3/16" WASHER & NUT PLYWOOD PORTAL FRAME- 2 ENDS METAL STAIRS SEE ARCH. NOT USED PROVIDE 20 CRIPPLES IN FLOOR CAVITY FOR FRAMING CONDITION PARALLEL TO WALL 2x4 CRIPPLES, MATCH STUD PACK 2x WALL STUDS— CE IN FLOOR TRUSS, TYP QM PLATE 2x WALL PROVIDE CS18X42 METAL STRAP 0 TOP FLOOR FOR ALL GIRDER TRUSS SUPPORTS. RE: SCHEDULE FOR NAILING � NOT USED 2-20 BEARING PLATES U- oa- a y ROOF TRUSS FLOOR NOT T CEED - DECKING Wim- SPACING \-3-2x4 STUD PACK (U.N.O. ON SCHEDULE) ^rye NAIL, r»w16% S%lW A aINr<Sw 0 REACTION POINTS FOR BEAMS AND TRUSSES 2x6 BLOCKING BELOW EDGE OF COL BASE o 24 BLOCKING ATTACH — TO TRUSS W/ 12d NAILS 0 4" O.C. PLAN VIEW BALCONY TRUSSES BEARING WALL COL ABOVE DROP BEAM TYPICAL BALCONY COLUMN SUPPORT DETAIL WINDOW HEADER - RE: PLAN NAIL W/ 3-16d 1-CS18x3O STRAP, TYP. 2x KING STUD Imo`—DOUBLE AT 5Pypl ' 6' GREATER I I 2x4 CRIPPLES 11MELM 2x PLATE PLATE OffERIOR OPENING AT MP FLOOR FRAMED COLUMN EXTERIOR SHEATHING T.P. RE: PLAN o SECTION A—A 2x6 BLOCKING ATTACH TO TRUSS W/ 12d NAILS 0 4" O.C. 1 1/2" THICK (MIN) LT. WT, CONCRETE TOPPING r—FLOOR DECK 2x4 BAND BEYOND BALCONY TRUSSES 2x6 BLOCKING 20 CC Lu O_ 0 0 W Lu LL m IL c ui I—SS- � fJ? LLJ 0 U) ISSUE AND REVISM NO. Deb Dmc4*w. 07-27-12 DD SET 07-21-12 COORDINATION SET 10-08-12 PERMIT SET �771'lzr. No. 64164 $TATF- OF .•' �t � � r 0I DmwkgTb FLOOR, FRAMING SECTIONS AND DETAILS 59-2 45 0F 49 i BOUNDARY NAIL 2x_ BLOCKING BETWEEN TRUSSES Lb. C) Q � EXTERIOR � TRU�S AT EXTERIOR WALL = 1 -0 UNLESS NOTED OTHERWISE NAIL SIZE AND SPACING TO MATCH SHEARWALL BOUNDARY NAILING 10d 0 16" O.C.--\ DRAFTSTOP WHEN SHOWN ON ARCH DRAWINGS L` 0 Q NAIL'SIZE AND SPACING TO MATCH SHEARWALL BOUNDARY NAILING ®ONE ;� ` • 4 J 2x4 DIAGONAL BRACE (DB) TYP. AT EACH END WAIL do 0 24'-0" MI DECKING ROOF TRUSSES TRUSS 2x BLOCKING 072" O.C. -----2-16d IOUNDARY NAILING 2x SHEARWALL ROOF DECK TO BE INSTALLED CONCURRENTLY w / Tpi icc immi i Amm BOUNDARY 2x_ BLOCP BETWEEN TRUS 0 a � o re SO --2 - 2x6 BLOCKING ROOF DECK BETWEEN TRUSSES BOUNDARY NAILING a a CL ROOF TRUSS EXTERIOR SHEATHING CONT. TO TOP CHORD H2.5A, TYP. RE: CONNECTION SCHEDULE 4/SO-2 HIGH HEEL TRUSS AT EXTERIOR WALL BLOCKING IN TRUSS DRAFTSTOP WHEN SHOWN ON ARCH DRAWINGS `L 20 BCKING 0 072" D.C, -i ROOF BOUNDARY NAILING SEE 15/SQ-2 -ROOF DECKING DRAG TRUSS AS REQ'D. ROOF TRUSSES — 2-16d \_20 SICKING 072" O.C. TYPICAL DRAG TRUSS DROP TRUSS ROor nrru RIDGE BRACE run armium; CO m TOP OR BOTTOM CHORD BRACES LTB = LATERAL TRUSS BRACE TRUSS CHORD BRACING ROOF EDGE NP"'"'r )OF DECK GIRDER TRUSS-/ 16d 0 24" O.C. a+-T�Xyy ROOF TRUSS EXTERIOR WALL HANGER BY TRUSS MANUR GABLE TRUSS W/ OVERFRAMING BOUNDARY FASCIA RE: ARCH. - 2x4 LADDER FF SECURE TO G, 104 NAILS 0 8 SECURE 6 WALL/BLOCKII 10d NAILS 0 1 cL. ca EXTERN CL pM GABLE END TRUSS SOFFIT EXTENSION 12" OR LESS r -10d 0 16" O.C. DECKING TRUSSES BOUNDARY NAILING H8 ® 48" " O,C. ROOF DECK RE: ARCH. 2x4 LADDER FRAMING SECURE TO G.E. 1ST TRUSS w/ 10d �^ ,, NAILS 0 12" O.C. ll-, SECURE D.T.C. G.E. TO WALL/BLOCKING w/ 10d NAILS 0 12" O.C. ROOF TRUSS EXTERIOR WALLA 20, CONT. IRE NAIL w/ 1 Qd ;H 12" O.C., MAX. l ;1 GABLE END TRUSS SOFFIT EXTENSION 13" TO ACING PER !LE- SECURE 16d 0 EACH TYP. onnr rnrr AlAll MWN .KING ROOF TRUSS ROOF DECK DRAFTSTOP RE: ARCH, FOR SHEATHING TRUSS I 20 DIAGONAL BRACING PER BRACING SCHED. I I 2-20PARTYWALL PROOF TRUSS w% CONT. 2ND PLATE_/w H2.% TYP. RE: CONNECTION SCHEDULE 4/SO-2 PARTYWALL - TRUSS PERPENDICULAR ROOF DECK JR4 ARCH, FOR FHEATHING TRUSS 20 DIAGONAL BRACING PER BRACING SCHED. OFFSET DRAG \---TRUSS 00 TRUSS IF SHOWN ON ROOF PIANS I ROOF DECK I 2x10, CONT. — 10d 0 16 O—. C'—, STAGGERED 12— --- -- -- � �-�� ;r { 164 24Q.G.-- — — --- -- — zF1� u 1Qd 0 i6" O.C. L '*-� BOUNDARY NAILING ROOF TRU55 7 1/4" MAX. ROOF TRUSS 2x SHEARWALL HANGER BY 22x4 PARTYWALL TRUSS MANUF, GIRDER TRUSS w/ CONT. 2ND PLATE H2.5A, TYP. RE: CONNECTION SCHEDULE 4/SO-2 C SHEARWALL AT PARALLEL DRAG TRUSS B GIRDER TRUSS w/ OVERFRAMING �® PAR ALL. @ SPLIT ROOF \.17� TRUSS PERPENDICULAR BOUNDARY NAILING ROOF DECK FASCIA w RE: ARCH.A 1 ROOF DECK - - 2x4 LADDER FRAMING .- SECURE TO G.E. w/ 1Od NAILS 0 8" O.C. r STAND. LOW ROOF FRAMING DTC" CUP AT (1) -)E OF BTM. CHORD 2-16d EACH END rr c 20 2x NON-BEARING WALL 0 7� NON-BEARING WALL TRUSS PARALLEL ROOF EDGE NAILINI 2x4 WALL STUDS ® 16" O.C. OPEN FACE JACKS A 2x4 BLOCKING ACCEPTABLE TO 7' BETWEEN STUDS SECURE W/ 3-12d LOW ROOF TRUSS POCKET OVER BELT BEAM & SECURE TO WAI � STUDS (16" O.C.) w/ 10d NAILS 0 4" O.C. �uP BEAM RE PLAN SECURE BTM CHORD W/ --- \---ROOF TRUSS 3-12d TOENAILS GIRDER TRUSS �® SUPPORT GIRDER -TRUSS PERPENDICULAR I L` Ca ci LL. ROOF TRUSS ROOF TRUSS 20 DIAGONAL BRACING GIRDER TRUSS PER BRACING SCHED,J HANGER BY TRUSS MANUF. 5 SUPPORT GIRDER TRUSS PERPENDICULAR EXTERIOR SHEATHING 2x BLOCKING BETWEEN ROOF TRUSSES ROOF DECKING 2X4GER, SECURE W 16d 8" O.C. c 2x4 WALL STUDS 0 16" O.C. SECURE W/ 16d 0 8" O.C. CONT. 20 RIBBON NAIL W/2 -16d 0 cp ¢uy9� Ad W Lu Ix I d c Q W Lu LL io d 0 0 J 0 LL. LuZ i�,-- 0 �. 0 U) ISSUE AND FtEVISIQPI W. Dam 07-%12 DD SET 07-21-12 COORDINATION SETT 10-08-12 PERMIT SET 1 q " No, 64164 '< sTI C"E X14 .kir/ ♦ l "' WR 0 DrmftTb ROOF FRAMING SECTIONS AND DETAILS