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171 Club Dr RESA19-0006 Exterior Spiral StaircaseHANDRAIL 'R" -PER SCHEDULE, SEED$ C; x /6 GA. 7V5E ` 5P/NC,1LE (T-r'F'IGAL) 551= i ` \ TYP. OVERLAYMENT MOUNTING HOLE ° W °d 3" TREAD W/DTH I Z S4( -- U ° tL 0 6A 7 HOLE5 FOR SPINDLE Z`o„ / TYPICAL TYPlGAL TREAD HANDRAIL UP BUILDING 'P P/PE 5LEEVE OVER PIPE COLUMN -------- 0 R/B STIFFENERS 1- I I o l5" MAX. I II //II\�sr t ------ % -- I o II I II- - - % 1i3R 43" MAX 9017FGR� LAN, TYPICAL TREX 0VERLA)HEN T 14. MOUNTING HOLE O. (SEE TREAD W AL 7 ERNATlV55J P/PE SLEEVE 43" MAX. W � OVER P/PE COLUMN RIB STIFFENERS 8 W- + !/6" STEEL PLATE 0 x I OR 3//6 " ALUM/NUM \ W LANDING (50UARE \ I _ OR 60 DEGREE 2% \ - - / SUPPL 152. OPTIONAL \ Q ROUND 90 DECREE OR 60 DEGREE. \ l I �p SMOOTH, OR \ / DIAMOND PLATE AVAILABLE) (5) l/2" D/A, x 4" LA6 BOL T5 \� �AP� \\ / (6AL V W/ ALUM/NUM) TO WOOD HEADER 13 -r' OTHE'R5) 6" FROM "MAX. ENO5 AND EQUALL Y SPAGEZ \ (DOUBLE QUANTITY Or- LAGS - AT INTERMED/ATE LAIVD/NG OF �\ WHERE \ , j% A11- J 2ND 5TORY STA/RS VINYL TOP GAP, R/SER HE'l6HT _ WHERE OCCURS 5TANDAR2 I,�, �/ WELDED RAIL GUARD BY P/PE COLUMN PER 9. /9 FOR 571E5L N. 7.5 - IRON SKOP PER 2/ SCHEDULE, 5EEO e-6 " 9 =2 //2" 9 =//" lO =7 //2" /l =4" ----- ----- q" 9=0" 9 =9" lO =6 " 1.2 =0" ----- ----- 9 !/2" 9 =6" lO =3 //2" l/ =!" // -10 !/2" ----- -"--- """"- 3 //2" STD. 4" CONCRETE FLOOR 3" M/N.)= 4X OR DBL. 2X FLOOR PRODUG T5 5HALL BE READ/L Y AVAILABLE A T THE JOB 51 TE AND BE PROV/DED TO THE 5/8 ROUND TUBE (INSERT) ogo, 1 I I 114"x 10"01A. STEEL 5EE NOTE /5 ---- ------ ------ ------ JO/ST OR HEADER TO HANDRAIL, 5EEBE 6 =0 "MAX. /6� MATCH ABOVE 3,600 3 //2" EX STR. OR ALUM/NUM BEAR/N6-- 20" TUBE 5P/NDLE ?V11 ALUMINUM WOOD FLOOR: DE5/GNED FOR DETAIL Q OR TRUBOL T WEDGE ANCHORS W/ I 114"MIN, E. PLATE (3/8" x /0" D/A. 8 ( PLATFORM LOAD FOR l9 CAST EMBED. COMPOS/TE MEET THE FORMALDEHYDE LIMITS LISTED /N TABLE 4.504.5. LAG BOLTS 2x JO/ST, DECK, OR AT (2) STORY) r EACH PROJECT SOLID L2" SQUARE BLOCK/NG - Q APPL/GABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB 5/7E AND BE HEAD 1 N PROV/DED TO THE FIELD INSPECTOR FOR VER/F/GAT/ON, 5PL /GE ® 2ND /2 P05T PLAN �,3 G. BUILDING MATER/AL5 WITH V/5/BLE 5/GN5 OF PYA7,DAMAGE 5HALL NOT BE INSTALLED. WOOD SCREWS 5TART/NG N. T.S. - //7 STORY, SEE (ANS/ AA -3/9.00-F) I L T. WEIGHT 0 /1Y.4 x///4„ x /4614, (0.075) 5/!6 " 5ET 5GREW I - CONCRETE m s i�� qi iii in INSERT III TOP LAND/NGQ 3 61.05,62 END TREAD I O ORW 1 i 0 1 m i NOTE. PLEASE CONTACT iii i° iii 0 5EE N Z OPTIONAL LE THE IRON SHOP PR/OR r0 Z Q I \ 7 FIGAL TREAD, I, IiI fPk ANCHOR BOL T5 5EE DETAIL O W 6 PROV/DE CLOSED R/5ER OR EQUAL TO PREVENT PA55AGE OF 4" 0 SPHERE - - 2 f =1111 =1111=III i � i =1111= * =I111 IIIIIIII * 57-RUG7VRE SHALL BE CAPABLE 5EAR/N6 PLATE 1RECE.55 =1111=1111 OF RE5/5TIN57 210# WIND OR PER /68# SE/BM/G LATERAL LOAD /N OP710NALi, 5EE OE TAIL ADDITION TO 162# LATERAL FROM 555ULE, O COLUMN DUE TO UNBALANCED LOADS. OR (372# MIN. LATERAL) TYP/Gt4L- FLF1/A TION % HANDRAIL 'R" -PER SCHEDULE, SEED$ C; x /6 GA. 7V5E ` 5P/NC,1LE (T-r'F'IGAL) 551= i ` \ TYP. OVERLAYMENT MOUNTING HOLE ° W °d 3" TREAD W/DTH I Z S4( -- U ° tL 0 6A 7 HOLE5 FOR SPINDLE Z`o„ / TYPICAL TYPlGAL TREAD HANDRAIL UP BUILDING 'P P/PE 5LEEVE OVER PIPE COLUMN -------- 0 R/B STIFFENERS 1- I I o l5" MAX. I II //II\�sr t ------ % -- I o II I II- - - % 1i3R 43" MAX 9017FGR� LAN, TYPICAL TREX 0VERLA)HEN T 14. MOUNTING HOLE O. (SEE TREAD W AL 7 ERNATlV55J P/PE SLEEVE 43" MAX. W � OVER P/PE COLUMN RIB STIFFENERS 8 W- + !/6" STEEL PLATE 0 x I OR 3//6 " ALUM/NUM \ W LANDING (50UARE \ I _ OR 60 DEGREE 2% \ - - / SUPPL 152. OPTIONAL \ Q ROUND 90 DECREE OR 60 DEGREE. \ l I �p SMOOTH, OR \ / DIAMOND PLATE AVAILABLE) (5) l/2" D/A, x 4" LA6 BOL T5 \� �AP� \\ / (6AL V W/ ALUM/NUM) TO WOOD HEADER 13 -r' OTHE'R5) 6" FROM "MAX. ENO5 AND EQUALL Y SPAGEZ \ (DOUBLE QUANTITY Or- LAGS - AT INTERMED/ATE LAIVD/NG OF �\ WHERE \ =0" 1/2" MAX. RADIUS "STEEL OR 3/16 " ALUM/NUM PLATE LANDING \ J 90 DEGREE BEND TYP/GAL RIO ry STIFFENER //8 2-8 1/4" AT 5TEEL x.3/8" AT ALUMINUM L. rIA(G 5T/FF5N,ER N• T,5. 7X5547 AL. T,ERNA7/1/,65 * I. SMOOTH FLOOR PLATE. //8" OR /O 6A GAL VANIZED STEEL PLATE OR 3//6 "POWDER GOA TED ALUMINUM PLATE_ * 2, DIAMOND FLOOR PLATE: Ile" GAL VAN/ZED 5TEEL OR 3//6 " POWDER GOA TED ALUM/NUM 3003-H22 TREAD PLATE (5'-0 " MAX• 21A, W/ ALUMINUM)._ * INCLUDES HOLES FOR MOUNT/NG TREX OVERLAYMENT (SPEGlAL ORDER AVA/1_51_5 WITHOUT HOLE5) G.L. OF //4" D/A. M,B. (BEYOND) 3/4" x 16 GA. TUBE 5PlNDLE TYPICAL TREAD (BEYOND) I 6A LIF UP I I I � J / 11-2'MIA( �- - END PLATE I I L /P DOW®� 5AME MA TER/AL h 145 TREAD TYP. l/8 (OPT/ONAL ON \ 5'-0 "MAX. D/A. �LUI�IN SPL (2) #/214 x ! //2" 5.0.5. T 5.M.5. 5TA/R) TEKS (L.A, R.R. 259/5) AND 1.C,G E.5.R-M76. SGREW5 MAY BE INSTALLED IN 1-16 FOR P/PE COLUMN PER 5ET SCREW-. WHERE P/PE SCHEDULE, SEED 5LEEVE GOLLAR5 BEAR ONE ON TOP OF ANOTHER, TEK 5GREW- W ARE NOT REQ D P/PE 5LEEVE COLLAR, SEE / (PlF'E 5LEEVE COLLAR MAYBE OMITTED WHERE TREAD 15 WELDED D/RG TL Y TO COLUMN)- TYP/GAL TRS SFGT/ON 9 / //2" PIPE COLUMN PER ""PER 5GHE1 'T SCHEDULE, SEED 1 3 //2" OR 4" 1.0, 5EE SO PIPE 5LEEVE ,/ -FT (4) HOLES COU IMN BA555 TAPPED FOR r 5/16 " D/A. SCREWS 2" //2" m i GOLL�R / //2" _ /-0" 4" O.D, COLUMN 3 //2" O.D. INNER COLUMN 5LEEVE -LAND/NG PER DETAIL OZ OR ( 2 STORY 57A/R5) \\ LAND/NG /5 EXPOSED AT EXTER/OR, U5E GAL V. LAGS \ - (5TA/NLE55 STEEL REOUIREL7 WfTH ALUM/NUM LANDbN6) GUAR12RA/L NOT SHOWN FOR CLARITY B (2) 1/2" DIA. x,4 LA6 BOL T5, SEE 2 VAR/E5 /3" M/N/MUM 6017BGRFB LANVING PLAN /" - L /P DOWN, E SEE 5O L IF UP, E5EE O O'PTlONAL 3/4" TREX - LEGK/1V6 OVERLAYMENT //l6 " M/N• 8 9/l6 " MAX• RADIUS L!P_ DOWN 5P/NDLE TYP/GAL TREAD -� l3//6 " 5QUARE HOLE /N TREAD FOR 3/4" TUBE SP/NDLE 5EE O FOR TREAD AL 7'ERNATlVE5 VARIES 3" M!N AT COLUMN TRIS 55FGT/ON 7 N. 775. 13//6" SQUARE HOLE IN TREAD FOR 3/4" TUBE SPINDLE l I TYPICAL TREAD , j% A11- - 4" O.D. COLUMN 7YP/G,4L R/5FR5 R/SER HE'l6HT 57 -AR WASHER i 1 LAND/NG r0 LANDING HT• - 'H" /2 R/5FR5 13 R15ER5 /4 R15ER5 /5 R/5FR5 /6 R/55R5 17 R/5FR5 /8 R/5FR5 9. /9 FOR 571E5L N. 7.5 - /8" MIN. 23" MIN. FOR ALi'lM/NUM 8 !/2" e-6 " 9 =2 //2" 9 =//" lO =7 //2" /l =4" ----- ----- q" 9=0" 9 =9" lO =6 " 1.2 =0" ----- ----- 9 !/2" 9 =6" lO =3 //2" l/ =!" // -10 !/2" ----- -"--- """"- =0" 1/2" MAX. RADIUS "STEEL OR 3/16 " ALUM/NUM PLATE LANDING \ J 90 DEGREE BEND TYP/GAL RIO ry STIFFENER //8 2-8 1/4" AT 5TEEL x.3/8" AT ALUMINUM L. rIA(G 5T/FF5N,ER N• T,5. 7X5547 AL. T,ERNA7/1/,65 * I. SMOOTH FLOOR PLATE. //8" OR /O 6A GAL VANIZED STEEL PLATE OR 3//6 "POWDER GOA TED ALUMINUM PLATE_ * 2, DIAMOND FLOOR PLATE: Ile" GAL VAN/ZED 5TEEL OR 3//6 " POWDER GOA TED ALUM/NUM 3003-H22 TREAD PLATE (5'-0 " MAX• 21A, W/ ALUMINUM)._ * INCLUDES HOLES FOR MOUNT/NG TREX OVERLAYMENT (SPEGlAL ORDER AVA/1_51_5 WITHOUT HOLE5) G.L. OF //4" D/A. M,B. (BEYOND) 3/4" x 16 GA. TUBE 5PlNDLE TYPICAL TREAD (BEYOND) I 6A LIF UP I I I � J / 11-2'MIA( �- - END PLATE I I L /P DOW®� 5AME MA TER/AL h 145 TREAD TYP. l/8 (OPT/ONAL ON \ 5'-0 "MAX. D/A. �LUI�IN SPL (2) #/214 x ! //2" 5.0.5. T 5.M.5. 5TA/R) TEKS (L.A, R.R. 259/5) AND 1.C,G E.5.R-M76. SGREW5 MAY BE INSTALLED IN 1-16 FOR P/PE COLUMN PER 5ET SCREW-. WHERE P/PE SCHEDULE, SEED 5LEEVE GOLLAR5 BEAR ONE ON TOP OF ANOTHER, TEK 5GREW- W ARE NOT REQ D P/PE 5LEEVE COLLAR, SEE / (PlF'E 5LEEVE COLLAR MAYBE OMITTED WHERE TREAD 15 WELDED D/RG TL Y TO COLUMN)- TYP/GAL TRS SFGT/ON 9 / //2" PIPE COLUMN PER ""PER 5GHE1 'T SCHEDULE, SEED 1 3 //2" OR 4" 1.0, 5EE SO PIPE 5LEEVE ,/ -FT (4) HOLES COU IMN BA555 TAPPED FOR r 5/16 " D/A. SCREWS 2" //2" m i GOLL�R / //2" _ /-0" 4" O.D, COLUMN 3 //2" O.D. INNER COLUMN 5LEEVE -LAND/NG PER DETAIL OZ OR ( 2 STORY 57A/R5) \\ LAND/NG /5 EXPOSED AT EXTER/OR, U5E GAL V. LAGS \ - (5TA/NLE55 STEEL REOUIREL7 WfTH ALUM/NUM LANDbN6) GUAR12RA/L NOT SHOWN FOR CLARITY B (2) 1/2" DIA. x,4 LA6 BOL T5, SEE 2 VAR/E5 /3" M/N/MUM 6017BGRFB LANVING PLAN /" - L /P DOWN, E SEE 5O L IF UP, E5EE O O'PTlONAL 3/4" TREX - LEGK/1V6 OVERLAYMENT //l6 " M/N• 8 9/l6 " MAX• RADIUS L!P_ DOWN 5P/NDLE TYP/GAL TREAD -� l3//6 " 5QUARE HOLE /N TREAD FOR 3/4" TUBE SP/NDLE 5EE O FOR TREAD AL 7'ERNATlVE5 VARIES 3" M!N AT COLUMN TRIS 55FGT/ON 7 N. 775. 13//6" SQUARE HOLE IN TREAD FOR 3/4" TUBE SPINDLE l I TYPICAL TREAD L/P UP - TYP TREAD COLLAR , j% A11- - 4" O.D. COLUMN 11.4")21A. M.B. W/ (4) 5/16 " D/A. SET SCREWS (2 PLACES), 57 -AR WASHER i 1 s NUT TYP/GAL II LJ _ 'E" MAX. LOAD P/PE D1A. ' (il f TYPE (v O D 41 - /9 FOR 571E5L N. 7.5 - /8" MIN. 23" MIN. FOR ALi'lM/NUM 8 24" MIN• DEEP AT APPROVED) ' - L/P UP - TYP TREAD COLLAR , j% A11- - 4" O.D. COLUMN //2" (4) 5/16 " D/A. SET SCREWS (2 PLACES), CONT/NUOUS HANDFZA/L 5ECURE _ (8 TOTAL) COLUMN TO INNER COLUMN 51-EEVE TO EACH 5P/NDLE, 5EE 'E" MAX. LOAD P/PE D1A. ' (il f TYPE (v O D 2NV 57 -CA �Q Jjjjjjj /9 FOR 571E5L N. 7.5 - /8" MIN. 23" MIN. FOR ALi'lM/NUM 8 24" MIN• DEEP AT APPROVED) ' - EXTERIOR OF BUILDING 5AFETY TSRM/NAL NATURAL OR W/ (2) #4 EACH WAY TOP - COMPACTED BOTTOM W/ 3" CLEAR THE MANUFAG TURER 5 5PEG/F/GAT/ONS SHOW/NG VOG CONTENT FOR ALL APPL /GAB SUB -GRADE TO 50/L, ` 6 OPTIONAL, 2------------------ -500 2500 3 //2" STD. 4" CONCRETE FLOOR 3" M/N.)= WHERE REQU/RED PRODUG T5 5HALL BE READ/L Y AVAILABLE A T THE JOB 51 TE AND BE PROV/DED TO THE 5/8 ROUND TUBE (INSERT) ogo, 1 I I 114"x 10"01A. STEEL 5EE NOTE /5 ---- ------ ------ ------ 7H/5 PLAN /5 VALID ONLY WITH WET SEAL 8 5/6NA 7VRE OF ENG/NEER. 6 =0 "MAX. /6� MATCH ABOVE 3,600 3 //2" EX STR. OR ALUM/NUM BEAR/N6-- 20" TUBE 5P/NDLE ?V11 ALUMINUM WOOD FLOOR: DR/VE P/N Q OR TRUBOL T WEDGE ANCHORS W/ I 114"MIN, E. PLATE (3/8" x /0" D/A. 8 ( DETA/L /✓� (2) 5//d " D/A, x 1112 TO M/N. CAST EMBED. COMPOS/TE MEET THE FORMALDEHYDE LIMITS LISTED /N TABLE 4.504.5. LAG BOLTS 2x JO/ST, DECK, OR AT (2) STORY) r ` SOLID L2" SQUARE BLOCK/NG - Q APPL/GABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB 5/7E AND BE HEAD 1 N PROV/DED TO THE FIELD INSPECTOR FOR VER/F/GAT/ON, 17BT�4IL /2 P05T PLAN �,3 G. BUILDING MATER/AL5 WITH V/5/BLE 5/GN5 OF PYA7,DAMAGE 5HALL NOT BE INSTALLED. WOOD SCREWS 5TART/NG N. T.S. - //7 25. G/TY OF 5AN O/EGO REQUIREMENT5: REG/STEREO AND APPROVED BY THE G/TY OF SAN D/E60, (ANS/ AA -3/9.00-F) I L T. WEIGHT 0 /1Y.4 x///4„ x /4614, (0.075) 5/!6 " 5ET 5GREW I - CONCRETE m s i�� qi iii in INSERT III 2 / //2" x //8" /N -BETWEEN _15 NDLE BASE I 1 m i NOTE. PLEASE CONTACT iii i° iii 0 5EE N LE THE IRON SHOP PR/OR r0 I \ SETT/NG LOGAT/ON FOR ANCHOR BOL T5 N. T.S. PIPE COLUMN PER SCHEDULE, 5EE r� /5 !14" x /O" D/A. 5EAR/N6 PLATE FOR BEAR/NG PLATE ON AT FLOOR LEVEL OR RE'GE5SE2 EX/STING 3 !/2" MIN. SLAB _ GONGRET5 PAD A JOB 5/TE 5PEG/F/G 31/6 MOD/FIGA770N APPROVAL 15 ,314" 5Q x 16 6A. (0.060) REQUIRED FROM THE LOCAL (STEEL OR ALUMINUM) NEW OR EX1577NG BLDG. DEPT., APPROVAL /5 GONGRE7•E 51-145 AL _1570 REQUIRED BY THE (BY OTHERS) I ENGINEER OF THE 57ANDARD CAST ALUM/NUM - AP N, r5. BF4R/NG FLA (4) l/2" D/A, x /0" A.B. (6AL V. /N/ ALUM/NUM BASE PLATE) FOR EXTER/OR INSTALLATION V55 6AL V. A.B. (STAlNLE55 STEEL REQUIRED W/ ALUMINUM PLATE) OR (4) 3/8 " D/A. MIN. HIL. T! KW/K BOL T TZ ANCHORS W/ 2" MIN. EFFECT/VE EMBED /N Z 5/8" MIN. HOLE (25 FT. -LBS. TORQUE) L.A. R.R. #2570/ AND (INSTALL ANCHOR -5, AFTER CONCRETE HA5 CURED, 26 DAYS) NOTE: KBTZ ANCHORS INSTALLED /N EXTERIOR LOGAT/ON5 5HALL BE 5TAINLE55 5TEEL• NOTE: CONCRETE FLOOR OR WOOD FLOOR FRAM/NG (EX/5T/NG OR NEW) 5HALL BE DE5/GNED FOR THE SPECIFIC COLUMN LOAD FOR EACH IN5TALLATION. ANY REQU/RED 5TRUGTURAL GALGULAT/ON OR ENGINEER/N6 5HALL BE PROVIDED BY OWNER. PLAN DOME G (OPT/ONAL) D _ _ O OPENINGS IN -777 TIT t -i ' I I =1 ' ? N �Q' 6VARD 5HALL iil .i I II II I I I 2 ry'k'( NOT ALLOW THE 5"MIN. ED65 D/5T. ti PA55AGE OF A I_I _ 4" DIAMETER REBAR FOR SPHERE I EXPANSIVE SOIL TRE4D, GOLUI�IN, f FOOT/NG SGHFDULF �, STA/R DIAMETER -� - - C, '{N" -QUARE PAD l/4" D/A, M.B. PER 5GHEZULE, TEKS SCREW5 'E" MAX. LOAD P/PE D1A. ' (il f TYPE (v O D FOR EXPAN51VE BOLLS (R.R. 23768) /" 1 " 5EE O5 /8" MIN. DEEP AT INTER/OR, (1..A. GITi' 2,500 8 24" MIN• DEEP AT APPROVED) ' 3 //2" EXTERIOR OF BUILDING ---------- NATURAL OR W/ (2) #4 EACH WAY TOP - COMPACTED BOTTOM W/ 3" CLEAR THE MANUFAG TURER 5 5PEG/F/GAT/ONS SHOW/NG VOG CONTENT FOR ALL APPL /GAB SUB -GRADE TO 50/L, ` 6 21 -LIMN BA55 555GT/ON 2------------------ -500 2500 - I ■ GENERAL NOT55 (THESE NOTES SHALL APPL Y UNLESS OTHERW/5E NOTED) NOTE: WHERE GODS /5 5PEG/F/ED, IT 5HALL BE THE-20171-05AN57ELE5 C17 BUILDING GODS 20/6 CALIFORNIA BUILDING CODE WITH L.A. Gf -K AMENDMENTS AND 20/6 GAL/PORN/A BUILDING GODS, 20/5 INTERNATIONAL BUILDING_ GODS 20/6 CALIFORNIA RES/DENT/AL CODE, AND 20/5 INTERNAT/OVAL RE5/2ENT/AL CODE. 1. CONTRACTOR SHALL VER/FY ALL GOND/T/ONS AND D/MENS/ONS AT THE JOB 51 7F, 2. 501L BEAR/NG MINIMUM = /,500 P.5.F PER TABLE /8062 FOR CLAY, SANDY CLAY, 5/L TY CLAY, CLAYEY 5/1. T, 51L T AND SANDY 5/1. T PER GRADING PREIN5PEGTION OR 501L5 REPORT. 3. CONCRETE FOR NEW FOOTINGS SHALL BE STANDARD M/X, 2500 P.5.1. AT28 DAYS. DEPUTY FRAME ROUGH OPENlN6 LARGER TO ALLOW )-CCK rmr/.5n iiv�r��. -��^- -- MATER/AL 5UGH A5 GYP. 62, TRIM, FTG. 4. 5TRUG771RAL 57EEL PLATES AND 5AR5 SHALL BE A.5, T.M. A-36 (OR HIGHERi YIELD STRENGTH. FlN/5H GLEN/N6 ALUM/NUM PLATE FOR TREADS SHALL BE 5052-H32. ALL OTHER PLATE SHALL BE 606/-T6. ® ® TYP 5EE 5G//ED STEEL P/PE COLUMNS AND SLEEVES SHALL BE A.5. T•M. A-53 GRADE B OR ROUND H.5.5., A.S. T•M. --3--4 s- r--4 14500 GRADE B. ALUM/NUM P/PE COLUMNS AND ROUND TUBE GOLUMN5 SHALL BE 6061-T6. R/CHT HAND UP 15 4 16 s ® i 6 s ® 6. STEEL TUBES SHALL BE A.5.7 -M, A500 GRADE G. (Fy = 50 ALUM/NUM 77)5,65 SHALL BE 6061-7-6. NOTE. I I I ,. 7. BOL TS SHALL BE A. 5. T.M. A 507• SET SCREWS SHALL BE A,5. T.M. F9L2. BOL T5 /N ALUMINUM SHALL 13 R/5ER LAYOUT5 16 �? I Q ' BE HOT DIPPED GAL VANIZED A.5.7M. A153 OR el- EC TRO -GAL VANIZED A. 5, T.M. 8633. SHOWN (!2 TREADS ( u I I e I I e I 8. FASTENERS FOR EXTER/OR EXPOSURE 5HALL BE GAL VAN/ZED FOR STEEL STAIRWAY AND B l LANDING) I' e io I I a I I a o° 1 STAINLESS STEEL FOR ALUMINUM STAIRWAY. --J - - - - 9. STEEL WELD/NG SHALL BE PER GORE U5/N6 SHIELDED METf1L ARG PROCESS WITH E70XX ELECTRODES OR EQl/AL IN AN APPROVED FABR/GATORS 5HOP. ALUM/NUM WELD/N6 SHALL 5E 1W IND16A TES ® ® ® - - - _ ® _ - _ PER GOD WITH 5356 WELD FILLER. D/REGT/ON TO - - 1 s a 4 , 10. ALL FABR/GAT/ON SHALL BE DONE IN THE SHOP OF A LICEN5ED FABR/GATOR OF THE CITY OF ENTER 5TA/R < I ® s I ® s I L05 ANGELES OR EQUAL. (DOWN) 6 I 6 I 11. 5TA/RA,4 SHALL 6E USED FOR ONE AND TWO FAM/L Y DWELL /NG ONL Y. 12. 5P/RAL 5TA/RWAY5 ARE PERMITTED TO BE U5ED A5 A COMPONENT /N THE MEANS OF EGRESS cbrnv 6 °o"N 1 1 ONLYW/TH/N DWELLING UNI T5. (NOTE THAT A PRIVATE STAIRWAY 15 A STAIRWAY THAT SERVES /� I I ® I ( „ ° I A 5/N6LE TENANT. A 51NGLE' TENANT MAYBE ONE OR MORE OCCUPANTS IN A DWELL/NG) LEFT H�Nl7 UP I o a I I ,o a io a J 13. PROVIDE: M!NlMUM OF -26 W/DE WALKING AREA FROM OUTER EDGE OF SUPPORT COLUMN TO L- - - - - - J L - - - - - J L - - - - - INNER EDGE AT AND BELOW HANDRAIL, 7 !/2" MINIMUM TREAD AT A PO/NT l2" FROM WHERE THE 1. LAND/N6 /S REVERS/BLE, 60 OR 90 DEGREE EDGE OF LAND/NG MAY BE USED TREAD 15 NARROWE57- MINIMUM 6 -6"HEAD ROOM, AND R/BE NOT TO EXCEED 9 //2" 57 -AIR FOR TOP STEP. TREADS AND R/5FR5 SHALL BE OF UNIFORM 5/ZE AND 5HAPE. THE TOLERANCE BETWEEN THE 2, e.9" MINIMUM R/5ER HEl6HT REQUIRED FOR HEADROOM BELOW 90 DEGREE LANDING. LARCE5T AND SMALLEST R/5ER HEl6HT OR BETWEEN THE LARGEST AND SMALLEST 7REA2 3. /F DOORWAY OCCURS AT LANDING, A LARGER LAND/NG MAY BE REQUIRED. DEPTH SHALL NOT EXCEED 31e"(10.575 INCH) IN ANY FLIGHT OF STA/R5. 5EE NOTE /6 B DETA/1- /8 . 14. THE TOP OF 6UARDRAIL5 (GUARDS) 5HALL BE 42° M/N/h?UM /N HE/CHT. OPEN GUARDRA/1.5 (/) 5EE LIE TAIL. 5Q!) ,- (2) SEE DETAIL 9 (3) SEE DETA/1.5 15 20 (4) NOT V5ED. (5) IF 50/L BEARING VALUE l5 GREATER THAN 1,500 P.5F., U5E '{N" FOR /500 P.SF EXl5TlN5- OR NEW CONCRETE FLOOR OR WOOD FLOOR FRAM/N6 5HALL BE DES/GNED FOR THE 5PEGlF/G COLUMN LOAD FOR EACH /N5TALLATION. (6) 2-5 TORY 5TA/R5 (24 =0" MAX. HT. WITH LAND/NG AT MlD HEIGHT (7) COMPARABLE DIAMETER AND WALL TH/GKNE55 OF STEEL ROUND H.5.5 OR ALUMINUM ROUND 77JB/N6 MAY BE SUB5TI7VTED FOR P/PE SHOWN. 57AIR 5GHF17ULF LAND/NG ry TYPICAL FLOOR 5/M/LAR AT R15 TO 9/8 //per LA6, 5EE PLAN (2) 2x OR 4x BEAM F/N/5H GONNSGT/ON AT LNC/NG g GUARDS 5HALL HAVE INTERNED/ATE RA/L5 OR AN ORNAMENTAL PATTERN SUCH THAT A 4 SPHERE CANNOT PA55 THROUGH. 15. HANDRAILS 5HALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS FOR PR/NATE 5TA'712f Y5, HANDRA/LS ARE NOT REQUIRED TO EXTEND BEYOND THE TOP OR BOTTOM R/SER PER GORE 5EG TION 1014.6. 16. LANDINGS AND LANDINGS AT DOORS 5HALL GOMPL Y WITH GODS SEG TIONS 10/0.1.6 AND 1011.6. 17. REDUCED PLANS OR POOR QUALITY PRINTS (TOO DARK OR TOO L 16-H T) W/LL NOT BE AGGEPTABLE FOR OBTAINING A BUILDING PERMIT. 18. A PLOT PLAN AND/OR FLOOR PLAN /5 REQUIRED FOR OBTAINING ABUILD/NG PERM/T USING THIS PRODUG T. 19. REPRE5ENTAT/ONS OF PATTERNS AND V/EWB SHOWN ON THIS PLAN MAY NOT MATCH CURRENT PRODUG TION 20. ALL WORK M1J5T COMPLY WITH L.A. GI7y PLANN/NG AND ZON/NG GORES AND LOCAL CODES. 21. STRUCTURAL OBSERVAT/ON l5 NOT REQUIRED PER L.A. G/TY /NFORMAT/ON BULLET/N 5EG TION 17042 52) P/82008-024. (6.5.6./1.5.6. 22. DES1CN LOADS: A. L/VE LOADS: 40 P.SF OR 300 LB. ON AREA -2 IN BY 2 IN, ON TREADS $ 40 P.S.F. ON LANDING. B. 5PEG/AL LOADS: HANDRAIL AND GUARDRA/L (GUARD): 200 LB /N ANY D/REGT/ON, INTERMED/ATE RAIL 5. 50 LB. ON ONE 5Q.F7' C. SNOW LOADS: Pg = 40 P,5.F. GROUND SNOW LOAD,• Pt = 0.7 Ce Gr ! Pg = 0.7(/2)(1.2)(1,0)40 = 40 F.5. F,; Ge = 12 5HEL TERED (MOST SEVERE FAG TOR% Gr = /2 UNHEATED (MO5 T SEVERE FAG TOR,) / = LO (RISK GA TE60RY ! OR D. WIND DE5/GN DATA: BA5/G WIND SPEED: VuLr. _ //5 M.P,N. (3 -SECOND GUST, R/5K GA TEGORY / OR H) A T 33' ABOVE GRADE,• EXPOSURE: G; INTERNAL PRESSURE GOEF'F/G/ENT. N/A; COMPONENTS AND CLADDING: N/A NOTE: WHEN 5TA/RWAY /5 USED ON EXTERIOR OF BUILDING, lT 5HALL NOT BE LOCATED NEAR HILL5, R/DGE5, OR ESCARPMENTS E. EARTHQUAKE DE5lGN DATA: le = l.0 (R/5K CA 7E64 / OR l/i,• 5s = 3.738,• 5/ 5/TE GLA55: D,• 5ns = 1,OOy,• 501 = 15479; SE/5MIC DE5/6N CATEGORY E, 5E/5M/G FORGE RESl5T/NG SYSTEM. ORDINARY MOMENT FRAME, DE5/GN BA5E SHEAR: V = 0-641 Ap (A,5•DJ AT 30 FT. ABOVE GRADE,• Gs = 0.333, R = 3.0; ANAL YS/5 PROCEDURE: 5QU1 ALENT LATERAL FORGE. 23. ADDITIONAL REQUIREMENTS: A. NOTL1550- B, OUTDOOR STAIRWAYS 5HALL BE GONSTRUG TED 50 THAT WATER WILL NOT AGGUMULA TE ON AAL K/NG SURFACES. 2� MAXIMUM 51- 0)=5 C. WALK/N6 SURFACES SHALL BE 501- IV SURFACES. EXCEPT OPENINGS PERMITTED THAT WILL Nor ) -A55 A //2" DIAMETER SPHERE ELON6ATED OPENINGS SHALL BE PERPENDICULAR TO TRA VEL. D. USEABLE SPACE UNDER 57A/R5 SHALL NOT BE ENGLOBED. B. ALL INTERIOR AND EXTERIOR 57-AIRPYAYS SHALL BE ILLUM/NATER. F. THE 5TA/RAA'' GON5TRUGTION 5HALL NOT RESTR/GT A F/VE-FOOT CLEAR AND UNOBSTRUCTED 1466,655 TO ANY WA TER OR POWER D/5 TR/BVT/ON FAG/LIT/E5 (POWER (POLES, PULL -BOXES, TRAN5FORMER5, VAUL 75, PUMPS, VALVE -5, METERS, APPURTENANCES, ET'C) OR TO THE LOCATION OF THE HOOK UP. THE GON5T9UGT/0N 5HALL NOT BE WITHIN 7EN FEET OF ANY POWER LINES -WHETHER OR NOT THE L/NES ARE LOCATED ON THE PROPERTY FA/LURE TO COMPLY MAY GAU5E GON5TRUCTlON DELAYS AND/OR ADD/T/ONAL EXPENSES. 24. GREEN BUlLD/NG GORE REQUIREMENT5 A. ABSORBABLE MATERIAL 5 DELIVERED TO THE GON5TRUG T/ON 5l TE SHALL BE RR 7'EG TED FROM RAIN OR OTHER SOURCES OF MO/5TURE B. ONL Y A Cl 7-7, GERTlFIED HAULER WILL BE U5EO FOR THE HAUL/NG OF GONSTRUGT/ON WASTE Y TRE4D, GOLUI�IN, f FOOT/NG SGHFDULF STA/R DIAMETER TREAD C, COLUMN l/4" D/A, M.B. GONG. PAD "IN" 0,M 'E" MAX. LOAD P/PE D1A. ' (il f TYPE (v O D 50/L BRC. VALUE /500 P.5.F. /" 1 " //4" 2,500 3"STD. 3 //2" /6" ---------- ---- ------ - D. THE MANUFAG TURER 5 5PEG/F/GAT/ONS SHOW/NG VOG CONTENT FOR ALL APPL /GAB " 6 /7 7/6" 3 !/4" 2------------------ -500 2500 3 //2" STD. 4" CONCRETE FLOOR 3" M/N.)= WHERE REQU/RED PRODUG T5 5HALL BE READ/L Y AVAILABLE A T THE JOB 51 TE AND BE PROV/DED TO THE 5/8 ROUND TUBE (INSERT) ogo, 1 I I - ------- ------------ ---------- ---- ------ ------ ------ 7H/5 PLAN /5 VALID ONLY WITH WET SEAL 8 5/6NA 7VRE OF ENG/NEER. 6 =0 "MAX. /6� MATCH ABOVE 3,600 3 //2" EX STR. 4" 20" (/) 5EE LIE TAIL. 5Q!) ,- (2) SEE DETAIL 9 (3) SEE DETA/1.5 15 20 (4) NOT V5ED. (5) IF 50/L BEARING VALUE l5 GREATER THAN 1,500 P.5F., U5E '{N" FOR /500 P.SF EXl5TlN5- OR NEW CONCRETE FLOOR OR WOOD FLOOR FRAM/N6 5HALL BE DES/GNED FOR THE 5PEGlF/G COLUMN LOAD FOR EACH /N5TALLATION. (6) 2-5 TORY 5TA/R5 (24 =0" MAX. HT. WITH LAND/NG AT MlD HEIGHT (7) COMPARABLE DIAMETER AND WALL TH/GKNE55 OF STEEL ROUND H.5.5 OR ALUMINUM ROUND 77JB/N6 MAY BE SUB5TI7VTED FOR P/PE SHOWN. 57AIR 5GHF17ULF LAND/NG ry TYPICAL FLOOR 5/M/LAR AT R15 TO 9/8 //per LA6, 5EE PLAN (2) 2x OR 4x BEAM F/N/5H GONNSGT/ON AT LNC/NG g GUARDS 5HALL HAVE INTERNED/ATE RA/L5 OR AN ORNAMENTAL PATTERN SUCH THAT A 4 SPHERE CANNOT PA55 THROUGH. 15. HANDRAILS 5HALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS FOR PR/NATE 5TA'712f Y5, HANDRA/LS ARE NOT REQUIRED TO EXTEND BEYOND THE TOP OR BOTTOM R/SER PER GORE 5EG TION 1014.6. 16. LANDINGS AND LANDINGS AT DOORS 5HALL GOMPL Y WITH GODS SEG TIONS 10/0.1.6 AND 1011.6. 17. REDUCED PLANS OR POOR QUALITY PRINTS (TOO DARK OR TOO L 16-H T) W/LL NOT BE AGGEPTABLE FOR OBTAINING A BUILDING PERMIT. 18. A PLOT PLAN AND/OR FLOOR PLAN /5 REQUIRED FOR OBTAINING ABUILD/NG PERM/T USING THIS PRODUG T. 19. REPRE5ENTAT/ONS OF PATTERNS AND V/EWB SHOWN ON THIS PLAN MAY NOT MATCH CURRENT PRODUG TION 20. ALL WORK M1J5T COMPLY WITH L.A. GI7y PLANN/NG AND ZON/NG GORES AND LOCAL CODES. 21. STRUCTURAL OBSERVAT/ON l5 NOT REQUIRED PER L.A. G/TY /NFORMAT/ON BULLET/N 5EG TION 17042 52) P/82008-024. (6.5.6./1.5.6. 22. DES1CN LOADS: A. L/VE LOADS: 40 P.SF OR 300 LB. ON AREA -2 IN BY 2 IN, ON TREADS $ 40 P.S.F. ON LANDING. B. 5PEG/AL LOADS: HANDRAIL AND GUARDRA/L (GUARD): 200 LB /N ANY D/REGT/ON, INTERMED/ATE RAIL 5. 50 LB. ON ONE 5Q.F7' C. SNOW LOADS: Pg = 40 P,5.F. GROUND SNOW LOAD,• Pt = 0.7 Ce Gr ! Pg = 0.7(/2)(1.2)(1,0)40 = 40 F.5. F,; Ge = 12 5HEL TERED (MOST SEVERE FAG TOR% Gr = /2 UNHEATED (MO5 T SEVERE FAG TOR,) / = LO (RISK GA TE60RY ! OR D. WIND DE5/GN DATA: BA5/G WIND SPEED: VuLr. _ //5 M.P,N. (3 -SECOND GUST, R/5K GA TEGORY / OR H) A T 33' ABOVE GRADE,• EXPOSURE: G; INTERNAL PRESSURE GOEF'F/G/ENT. N/A; COMPONENTS AND CLADDING: N/A NOTE: WHEN 5TA/RWAY /5 USED ON EXTERIOR OF BUILDING, lT 5HALL NOT BE LOCATED NEAR HILL5, R/DGE5, OR ESCARPMENTS E. EARTHQUAKE DE5lGN DATA: le = l.0 (R/5K CA 7E64 / OR l/i,• 5s = 3.738,• 5/ 5/TE GLA55: D,• 5ns = 1,OOy,• 501 = 15479; SE/5MIC DE5/6N CATEGORY E, 5E/5M/G FORGE RESl5T/NG SYSTEM. ORDINARY MOMENT FRAME, DE5/GN BA5E SHEAR: V = 0-641 Ap (A,5•DJ AT 30 FT. ABOVE GRADE,• Gs = 0.333, R = 3.0; ANAL YS/5 PROCEDURE: 5QU1 ALENT LATERAL FORGE. 23. ADDITIONAL REQUIREMENTS: A. NOTL1550- B, OUTDOOR STAIRWAYS 5HALL BE GONSTRUG TED 50 THAT WATER WILL NOT AGGUMULA TE ON AAL K/NG SURFACES. 2� MAXIMUM 51- 0)=5 C. WALK/N6 SURFACES SHALL BE 501- IV SURFACES. EXCEPT OPENINGS PERMITTED THAT WILL Nor ) -A55 A //2" DIAMETER SPHERE ELON6ATED OPENINGS SHALL BE PERPENDICULAR TO TRA VEL. D. USEABLE SPACE UNDER 57A/R5 SHALL NOT BE ENGLOBED. B. ALL INTERIOR AND EXTERIOR 57-AIRPYAYS SHALL BE ILLUM/NATER. F. THE 5TA/RAA'' GON5TRUGTION 5HALL NOT RESTR/GT A F/VE-FOOT CLEAR AND UNOBSTRUCTED 1466,655 TO ANY WA TER OR POWER D/5 TR/BVT/ON FAG/LIT/E5 (POWER (POLES, PULL -BOXES, TRAN5FORMER5, VAUL 75, PUMPS, VALVE -5, METERS, APPURTENANCES, ET'C) OR TO THE LOCATION OF THE HOOK UP. THE GON5T9UGT/0N 5HALL NOT BE WITHIN 7EN FEET OF ANY POWER LINES -WHETHER OR NOT THE L/NES ARE LOCATED ON THE PROPERTY FA/LURE TO COMPLY MAY GAU5E GON5TRUCTlON DELAYS AND/OR ADD/T/ONAL EXPENSES. 24. GREEN BUlLD/NG GORE REQUIREMENT5 A. ABSORBABLE MATERIAL 5 DELIVERED TO THE GON5TRUG T/ON 5l TE SHALL BE RR 7'EG TED FROM RAIN OR OTHER SOURCES OF MO/5TURE B. ONL Y A Cl 7-7, GERTlFIED HAULER WILL BE U5EO FOR THE HAUL/NG OF GONSTRUGT/ON WASTE Y N. r.5• A. FABR/GATOR MU57 BE DEVELOPMENT SERV/GES FOR THE FABR/GA TION OF MEMBERS AND A-'555MBL/E5 ON THE PREM/555 OF THE FABRIGA TDR 5 SHOP. B,. F.4BRl6ATOR 5HALL SUBM/TAN APPLICATION TO PERFORM OFF-5/TE FABR/GAT/ON' TO THE fNSPEG TION SERV/GES Dl VISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICA TION. /7 CONT/NUOUS C. FABRICATOR 5HALL SUBM/T A CERTIFICATE OF COMPLIANCE FOR OFF-5/TE FABRI AT/ON' TO HANDR 4/L, THE IN -PEG T/ON 5ERV/GE5 D/V15/ON PRIOR TO EREG TION OF FABR/GATED /TENS AND {OPENINGS /N GUARD 5HALL NOT ALLOW / A55EMBL/E5. THE PA55AGE OF A 4 " DIAMETER SPHERE 5EE 3/4" 5Q x /6 6A. (0.060 J 7U5E SPINDLE i / I � (l) #lO x 3/4" &5NFRAL. NOTF5 (Fy = 50 K5 /) STEEL OR 606/-T6 ALUMINUM SHEET METAL SCREW GA5T ALUMINUM HEAD (AN5/ AA -3/9.00-F) / rl! 3/4"SQ. x /4 GA. C, ARCH/TEGTURAL PA/NT5 AND GOAT/NGS ADHES/VE5 CAULKS AND SEALANTS 5HALL GOMPL l/4" D/A, M.B. 1 I I 6x6 #2 D.F.-L. T1JBE 5TARTER /" 1 " GUARDRAIL, 5EE Z/ WITH THE VOLA TILE ORGANIC COMPOUND (VOG) L /Ml T5 L 15TED IN TABLE 4.504./-4.504.3. FOOT/NG FOR SUPPORT 1 P05T (Fy = 50 K5./) UPPER TREAD FOR 5TEEL (Fy = 50 K5.1) FLOOR PANEL D. THE MANUFAG TURER 5 5PEG/F/GAT/ONS SHOW/NG VOG CONTENT FOR ALL APPL /GAB " PLATE, SEE WITH FOOT/NG " �U _U� A CONCRETE FLOOR 3" M/N.)= WHERE REQU/RED PRODUG T5 5HALL BE READ/L Y AVAILABLE A T THE JOB 51 TE AND BE PROV/DED TO THE 5/8 ROUND TUBE (INSERT) ogo, 1 I I INTO SPINDLE 3 //2" 2/A. x 1/8 PLATE, SEE 7H/5 PLAN /5 VALID ONLY WITH WET SEAL 8 5/6NA 7VRE OF ENG/NEER. (2) //4" D/A. POWER -STUD FIELD IN51-EC7-OR FOR VERIFICATION• PART/CLE BOARD AND MEDIUM DENS/TY FIBERBOARD W Q TUBE 5P/NDLE ?V11 ALUMINUM WOOD FLOOR: DR/VE P/N Q OR TRUBOL T WEDGE ANCHORS W/ I 114"MIN, E. NEW HARDWOOD PL YWD WOOD PRODUG T5 USED /N THE INTER/OR OR EXTER/OR OF THE BUILD/NG SHALL 8 I I I DETA/L /✓� (2) 5//d " D/A, x 1112 TO M/N. CAST EMBED. COMPOS/TE MEET THE FORMALDEHYDE LIMITS LISTED /N TABLE 4.504.5. LAG BOLTS 2x JO/ST, DECK, OR F. THE MANUFAG77JRER5 5PECIF/GATIONS 5HOWlNG FORMALDEHYDE CONTENT FOR ALL SOLID L2" SQUARE BLOCK/NG - Q APPL/GABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB 5/7E AND BE HEAD 1 N PROV/DED TO THE FIELD INSPECTOR FOR VER/F/GAT/ON, 17BT�4IL /2 P05T PLAN �,3 G. BUILDING MATER/AL5 WITH V/5/BLE 5/GN5 OF PYA7,DAMAGE 5HALL NOT BE INSTALLED. WOOD SCREWS 5TART/NG N. T.S. - //7 25. G/TY OF 5AN O/EGO REQUIREMENT5: REG/STEREO AND APPROVED BY THE G/TY OF SAN D/E60, N. r.5• A. FABR/GATOR MU57 BE DEVELOPMENT SERV/GES FOR THE FABR/GA TION OF MEMBERS AND A-'555MBL/E5 ON THE PREM/555 OF THE FABRIGA TDR 5 SHOP. B,. F.4BRl6ATOR 5HALL SUBM/TAN APPLICATION TO PERFORM OFF-5/TE FABR/GAT/ON' TO THE fNSPEG TION SERV/GES Dl VISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICA TION. /7 CONT/NUOUS C. FABRICATOR 5HALL SUBM/T A CERTIFICATE OF COMPLIANCE FOR OFF-5/TE FABRI AT/ON' TO HANDR 4/L, THE IN -PEG T/ON 5ERV/GE5 D/V15/ON PRIOR TO EREG TION OF FABR/GATED /TENS AND {OPENINGS /N GUARD 5HALL NOT ALLOW / A55EMBL/E5. THE PA55AGE OF A 4 " DIAMETER SPHERE 5EE 3/4" 5Q x /6 6A. (0.060 J 7U5E SPINDLE i / I � (l) #lO x 3/4" &5NFRAL. NOTF5 (Fy = 50 K5 /) STEEL OR 606/-T6 ALUMINUM SHEET METAL SCREW GA5T ALUMINUM HEAD (AN5/ AA -3/9.00-F) / GUARl7 MAX. / !/2" 50 x /4 6A. (0.075) �9 77/56 TYP. (5TEEL OR ALUM/NUM) x 3" PLATE TYP/GAL TREAD = hS�gi y� ��Q Qro ¢ / //2' _ 1 11 0� P 36 p V� 10 I„ 114"10 PAN HEAD POWLL/PS ti py�P� pT 2�b� --_ _ (2) //4" D/A. x 3/4" LONG 5GREW'412 (2) _ HOLES AT WOOD / ///6" 6ALGONY/FLCOR FRAM/N6 _ CONNECTION, q 6VARDRAIL BY OTHERS, ----- (/) //4" D/A. 5P/N17LF 17 NOTA PART OF 5TA/R5 �J �t HOLE C 5TEEL LANL7ING L7,ff /S � 1 CONNECT/ON l�2 � _ l //8 " RAIL. GONNL�GTOR 3/8" D/A. x 4" LONG LAG BOL T5 (5EE NOTE /6) N. 7. 5. /5 i IN702X M/N. BLOCK/NG OR JO1575 (BY OTHER5) 56ALE ON 30 x 42 I t� WHERE OCCURS HANDRA/L 5/8 " -Q. 501. /D INSERT TO /8 "ABOVE 6x6 #2 D.F.-L. V 5/MP50N LGB66 GUARDRAIL, 5EE Z/ FOOT/NG FOR SUPPORT �Z UPPER TREAD FOR 5TEEL (Fy = 50 K5.1) FLOOR PANEL j FORGE FIT HEAD PLATE, SEE WITH FOOT/NG I-� �U _U� A WHERE REQU/RED d 23" FOR ALUMINUM 3/4" 5CJ x /6 6A. ogo, I INTO SPINDLE BLOCK 7H/5 PLAN /5 VALID ONLY WITH WET SEAL 8 5/6NA 7VRE OF ENG/NEER. p W W Q TUBE 5P/NDLE ?V11 ALUMINUM L DR/VE P/N Q o ��-- � CAST (2) #12 x 2" MIN. � SOLID L2" SQUARE - Q HEAD 1 N WOOD SCREWS //7 (ANS/ AA -3/9.00-F) I L T. WEIGHT 0 /1Y.4 x///4„ x /4614, (0.075) 5/!6 " 5ET 5GREW I - CONCRETE m s i�� qi iii in INSERT III i / //2" x //8" /N -BETWEEN _15 NDLE BASE I 1 m tt1 iii i° iii 0 5EE N GUARl7 MAX. / !/2" 50 x /4 6A. (0.075) �9 77/56 TYP. (5TEEL OR ALUM/NUM) x 3" PLATE TYP/GAL TREAD = hS�gi y� ��Q Qro ¢ / //2' _ 1 11 0� P 36 p V� 10 I„ 114"10 PAN HEAD POWLL/PS ti py�P� pT 2�b� --_ _ (2) //4" D/A. x 3/4" LONG 5GREW'412 (2) _ HOLES AT WOOD / ///6" 6ALGONY/FLCOR FRAM/N6 _ CONNECTION, q 6VARDRAIL BY OTHERS, ----- (/) //4" D/A. 5P/N17LF 17 NOTA PART OF 5TA/R5 �J �t HOLE C 5TEEL LANL7ING L7,ff /S � 1 CONNECT/ON l�2 � _ l //8 " RAIL. GONNL�GTOR 3/8" D/A. x 4" LONG LAG BOL T5 (5EE NOTE /6) N. 7. 5. /5 i IN702X M/N. BLOCK/NG OR JO1575 (BY OTHER5) 56ALE ON 30 x 42 OR BLOCK h TYP. RAIL GONNEC TOR OR WELD / 11211 -so. x /4 GA. l/4" D/A. M.B. SIMILAR TOP LANDING OZ OR O LANVING RAIL GUARD 2 N. T,5. I t� WHERE OCCURS COLUMN $ BEARING 5/MP50N A55 (4) 5/2,65 6x6 #2 D.F.-L. O 5/MP50N LGB66 FOOT/NG FOR SUPPORT �Z OF 5TA/R5 ONL Y, 5EE FLOOR PANEL j I (� . PLATE, SEE WITH FOOT/NG I-� �U _U� A WHERE REQU/RED IIII-I _ I _ ogo, 0 coGov BLOCK 7H/5 PLAN /5 VALID ONLY WITH WET SEAL 8 5/6NA 7VRE OF ENG/NEER. W Q (2) #12 x 2" MIN. � SOLID L2" SQUARE ' 1 N WOOD SCREWS L T. WEIGHT / //2" INTO STUD CONCRETE i OR BLOCK h TYP. RAIL GONNEC TOR OR WELD / 11211 -so. x /4 GA. l/4" D/A. M.B. SIMILAR TOP LANDING OZ OR O LANVING RAIL GUARD 2 N. T,5. (FOR / f 2 STORY 5TA/R-) N 22 N T.S, 5TANVARL7 HHANDRA/L I. / 112" O.D. x //8" TH/GK ALUM/NUM ALLOY 3003-H/4 HANPRfi�/L AFL TFRNAT/1�F5 1. / /14" O.D. x //B" TH/GK ALUM/NUM ALLOY 606/-T6. 2, / /12" O,D x 1/8" THICK BRA55 3. / 1/4" 0.2, x !14" BRA55. * BRA55 5HALL BE A -5- 7"M. 843-94 5TANDARD H5B.' HAN17RA11- �q N. T.5. Tre�S p i ra I Sta i Lee--* (877) 488-1906 www.trexspiralstairs.com NOT : 7-H15 PLAN 15 BA5ED UPON L.A. G/TY STANDARD PLAN #/l! DATED /2//9/!3, LAST REV. 6-/8-/7 AND ADDENDUM #07 • I t� WHERE OCCURS 5/MP50N A55 (4) 5/2,65 6x6 #2 D.F.-L. O 5/MP50N LGB66 FOOT/NG FOR SUPPORT �Z OF 5TA/R5 ONL Y, 5EE p� Sz Z)w LL I (� . Z 1111 OPTIONAL POST WITH FOOT/NG I-� �U _U� A WHERE REQU/RED IIII-I _ I _ (FOR / f 2 STORY 5TA/R-) N 22 N T.S, 5TANVARL7 HHANDRA/L I. / 112" O.D. x //8" TH/GK ALUM/NUM ALLOY 3003-H/4 HANPRfi�/L AFL TFRNAT/1�F5 1. / /14" O.D. x //B" TH/GK ALUM/NUM ALLOY 606/-T6. 2, / /12" O,D x 1/8" THICK BRA55 3. / 1/4" 0.2, x !14" BRA55. * BRA55 5HALL BE A -5- 7"M. 843-94 5TANDARD H5B.' HAN17RA11- �q N. T.5. Tre�S p i ra I Sta i Lee--* (877) 488-1906 www.trexspiralstairs.com NOT : 7-H15 PLAN 15 BA5ED UPON L.A. G/TY STANDARD PLAN #/l! DATED /2//9/!3, LAST REV. 6-/8-/7 AND ADDENDUM #07 • t� O �k Q pU^ Q(D �Z p� Sz Z)w LL 1 x O z W ?e �U _U� A 0 � a ogo, 0 coGov ■ U �N N X r r�� cf) m Q CD C LL AUG 23'17 DRAWN K MOURA CHECKED DATE 6--2-14 SCALE A5 SHOWN JOB NO. 85-82 SHEET OF ! SHEETS t� O z a a A O 7H/5 PLAN /5 VALID ONLY WITH WET SEAL 8 5/6NA 7VRE OF ENG/NEER. AUG 23'17 DRAWN K MOURA CHECKED DATE 6--2-14 SCALE A5 SHOWN JOB NO. 85-82 SHEET OF ! SHEETS