WORK PLANS - Laserfiche WebLink

Home Browse Search

2X BLOCKING WITH 2 - 16d EACH REVISIONS END TO TRUSS TOP CHORD NOTE: CONCEPTUAL DESIGN ONLY - CONTRACTOR TO SUBMIT SHOP EXISTING CONCRETE SLAB DRAWINGS TO ARCHITECT FOR APPROVAL BEFORE FABRICATION COMMENCES EXISTING VAPOR BARRIER MINERAL WOOL 2X4 DIAGONAL BRACE AT 48" O.C. WITH 2-16d AREA OF SLAB CUT EACH END - MIN. 2 BRACES AT WATER HEATER ADJUSTIBLE FLOW DRIP EMITTER ON 8" STAKE CEILENG F MING OOF TRUSS 4y ...... 1 - ° 2 X S ID BL .KING AT 4'-0" OC EACH SIDE OF SOIL/ MULCH L1 VEL±1 "-2" BELOW THE RIM OF THE CONTAINER PL E WIT 2) 16d EACH END TO BOTTOM +3'-6" 3' bPLANTER LL i = ,� I '_— , - _ - _ BAYS AS SHOWN -�' — I III I 1 =III III III ==�i -�I DTC TRUSS CLIP AT 4 FT RUS5 TYPICAL 3 — I -I , SI SON" 0" OC -III III - i I 2-16d TO BLOCKING -I METAL POT - 12 GA. STEEL - BLACK NEW VAPOR BARRIER - OVERLAP EXISTING _ 2X FLAT BLOCKING AT 24" O.C. BARRIER b" AND TAPE - VERIFY W/ MFR. SPECS a�. .. -i INTERIOR -� POWDER COATED EXTERIOR & WOOD SCREWS AT 32" O..C. EACH SIDE IN BACKFILL SOIL AS REQUIRED -III III - II SLOTTED HOLE IN DEFLECTION CHANNEL THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF _ NEW PLUMBING ( CONDUIT- SEE FLOOR PLAN I DEFLECTION CHANNEL 183 GA. -MIN. 2' DEEP. U PROFESSIONAL SERVICE, IS THE PROPERTY OF i 2 X STUDS AT 16" OC api" AND IS NOT BE USED, TH III III -III_ ° a DBL. TOP PLATE MAINTAIN 1"GAP BETWEEN TOP GYPSUM BOARD EA HI SIDE PART, FOR AN OTHER PRO ECT WI HOLU OR IN } - PLATE AND TOP OF DEFLECTION CHANNEL - THE _ 1!4" DRIP LINE, AVOID KINKS, INSTALL 4 WRITTEN AUTHORIZATION. -- _ a ( \ / ,; TOP PLATE IS NOT FASTENED TO THE DEFLECTION I I III SPACERS UNDER POT _ — 1 - ! _ _ _ CHANNEL. I' III —I —1 I I I�I f I 1—I ` , / _ J 2 X BLOCKING AT 6' 0" QC WITH (4) 16d TO TOP 11 U_ 1I II !I III A, �� -II II III -1II LII III- _I -III !! _I r >` ," PLATE PLANNING S - \ \ 5(8" GYPSUM BOARD MAINTAIN NOM. 314" GAP CONTINUOUS SOIL FILTER FABRIC BETWEEN TOP OF THE WALLBOARD AND THE LID - CEILING FRAMING/ROOF TRUSS III INFILL AREA WITH NEW CONCRETE SLAB AS 3/4" MAX. AGGREGATE IN BASE OF REQUIRED FUTURE GYPSUM BOARD ARCHITECTUREN I I I CONTAINER 2'DEEP 44 AT 16" O.C. EACH WAY, CENTER 1N SLAB 04 X 16" AT 16" O.C. WITH &MPSON / PROVIDER 19 BATT INSULATION. _ .. 5 SET ANCHORAGE SYSTEM, MIN. 4' EMBED. ,. 2 X 6 WOOD STUDS AT t6" O.C. 2 X BLOCKING AT 6'-0" OC EACH SIDE OF PLATE WITH (2) 16d EACH END TO BOTTOM CHORD OF NO WORK /ADJACENT AREA OF WORK / TENANT IMPROVEMENT TRUSS •- DO NOT NAIL BLOCKING TO ADJACENT !=T_ --OPEN LEASE SPACE / : ' \ BLOCKING OR PLATE PROVIDE HOLE FOR DRAINAGE AND LT 1 1 I- 111-_c1 I O I=1 —�- �._ _ L :I 1 p OPTION: "SIMPSON" DTC TRUSS CLIP AT 4'-0" OR III- _j i- 6'-G" OC IN LIEU OF BLOCKING IRRIGATION -' '— --' - I I II .._III I�-�u L�, _ DRAIN -SEE DETAIL 14/AD2 ! RE -COMPACT SOIL IN TRENCH TO 95% Q ¢ COMPACTION z x sTuns AT 16" Qc WITH ARCHITECTURE PLUS INC. GYPSUM BOARD EACH SIDE 4335—B NORTH STAR WAY MODESTO, CA 95356 3 PLANTER VESSEL DETAIL 7 CONCRETE SLAB REPAIR AT SAWCUT 4 DEMISING WALL AT ROOF SHEATHING INTERIOR NONBEARING WALL SCALE: 1"= V-0" SCALE: 1"= 1'-0" SCALE: 3"= i'-0" SCALE: 1"= I'-0" ph. 209.577.4661fX. 209.577.0213 www.apiarc.com a i, SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS EXISTING ROOF DECK EXISTING ROOF TRUSS FRANK C. BOOTS PORCELAIN TILE EXISTING INSULATION JOSEPH L. SMITH 7" 771 BLACK SQ. DRAIN GRATE R - --' -- 7_-- - ...__<, _-- _- - RODNEY C. ALONZO 101 SPEE-D-BASIN 1 OUTLET - - ARCHITECTS MW. 3" - 3'-0" DRAIN PERF �� EMT 6X RAIN BIRD ~ ~-` (CORRUGATED) 4d GROUT- PER ANSI Al 18.6 OR Al 18.7 I j UV RADIATION RESISTANT PVC 5CH 80 NIPPLE (LENGTH AS REQUIRED) DOUBLE TOP PLATE u :\' SOLID 2X BLOCKING AT CEILING LINE 4 .d 4 f d 4 \, i a. , THINSET METHOD i w �' CEILING JOIST {q j 1 /2" FEMALE NPT X 1 /2" MPT _ i 1 MARLEX ELL & (1) 1/2" FEMALE NPT X CEMENTITIOUS BACKER UNIT "CBU" OR O Z \ % ! H I /2" NPT PVC SCH40 ELL FIBER CEMENT UNDERLAYMENT i TAMP W/ SAND OR GRAVEL AROUND BASIN & PI13E1 I' SWING PIPE, 6" LENGTH: RAIN BIRD 'DEFLECTION CHANIN L',18 GA. WITH (2) #8 S.fS.. �/ DRILL 3/4" HOLE IN BOTTOM MODEL SA -6050 OR DOUBLE MARL(=X SACH TRUSS - MIN. 21 DEEP. � a OF BASIN SWING ASSY. --- ` _ GYPSUM BOARD CULING O '"� 1/2" MALE NPT X .490" BARB ELBOW: WOOD SCREWS AT 32" O.C. EACH SIDE IN 5CH 40 PVC LATERAL PIPE RAIN BIRD MODEL PART OF SA -6050 MEMBRANE REQUIRED IN WET AREAS SLOTTED HOLE IN DEFLECTION CHANNEL <= W PVC SCH 40 TEE OR ELL DBL, TOP PLATE MAINTAIN 1"GAP BETWEEN TOP W PLATE AND TOP OF DEFLECTION CHANNEL THE SUSPENDED CEILING SEE REFLECTED CEILING METAL OR WOOD STUD WALL ;'t TOP PLATE IS NOT FASTENED TO THE DEFLECTION PLAN i CHANNEL. }� 6 5/8" GYPSUM BOARD MAINTAIN NOM. 314" GAP {.�� GYPSUM BOARD EACH SIDE Lu BETWEEN TOP OF THE WALLBOARD AND THE '■� W L' ROOF DECK SCREWS ATTACHING THE 2X STUDS - SEE FLOOR PLAN WALLBOARD TO THE STUDS AT THE TOP SHALL BE { -'� .; 5 NOTE: O k LOCATED 1" BELOW THE BOTTOM OF THE "U" �- SHAPED DEFLECTION CHANNEL `y' NOTES: O ;<� SOUND ATTENUATIION BATTS WHERE OCCURS N SECURE DRAIN W/ STAKES PRIOR TO POUR • WHEN CHEMICAL RESISTANCE IS REQUIRED FOR REMOVE STAKES WHEN SECURE AND FINISH CONCRETE r� INTERIOR INSTALLATIONS USE EPDXY MORTAR o 2 X 6 WOOD STUDS AT 16" O.C. {) N END OF DRAIN PIPE CAN REMAIN OPEN, SURROUND W/ ROCK AND GROUT PER ANSI Al 18.3 SOILS W/ POOR PERCOLATION, INSTALL 12" DRAfN ROCK UNDER PIPE Q 4 O Z 1 COVER GRATE, INSTALL GRATE ON BASIN, THIS WILL PREVENT CEMENT STICKING � • TCNA INSTALLATION METHOD W244 r d ; � jl . � TEFLON TAPE ALL PIPE JOINTS, PRESSURE TEST PRIOR TO CEMENT 4 IRRIGATION & DRAIN AT PLANTER 8 TILE AT STUD WALL INTERIOR FULL HEIGHT WALL 2 INTERIOR NONBEARING WALL SCALE: 3" - 1'-0" SCALE: 1" = i'-0" GYPSUM BOARD BASF I WALL TILES � =- STUD AT 16" OC - SEE FLOOR PLAN Q ALUMINUM SCHLUTER DILEX-AHKA COVE j SOUND ATTENUATING BATT INSULATION -SEE FLOOR PLAN FOR LOCATIONS CONCRETE WITH MICROGUARD FINISH CONTINUOUS SEALANT WALL BASE AS OCCURS - SEE FINISH SCHEDULE ,g ¢ Ia ( _' 2X PRESSURE TREATED WOOD SILL WITH 'HILT( DN72P8" _j inn G. 145"0 POWDER DRIVEN (FASTENERS AT 32" OC ICC -ES AC70 i CERAMIC TILE CONTIUOUS SEALANT ° PROVIDE 3/8 COVE SCHLUTER STRIP INSTALLED AS SHOWN TO PROVIDE SMOOTH COVE CONCRETE SLAB F TRANSITION TO CONCRETE FLOOR - INSTALL PER MANUFACTURERS SPECIFICATIONS - 'r S MINIMUM WALL TILE HEIGHT 5 INCHES PER -MINIMUM TILE THICKNESS IS 1/4 INCH AT WALL { LOCATIONSa a q q. da v a A 41 .< q .6 d DATE JANUARY 2019 q.d a d r v d- <A • a JOB NO. 18115t b a A 4 A V q 4 O °d DRAWN : R. HUTCHINSON aq , Q CHECKED : J. SMITH SHEET: It LL Q C U � c . .. .. ....... AD2 s N Q c s t c 15 2 TLE WALL TO FLOOR WITH SCHLUTER COVE INTERIOR NONBEARING WALL SCALE: 3!'= V-0" SCALE: 3" = 1'-0" a 6pI COPYRIGHT 2019 n