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1990-425 (2) • i GENERAL BUILDING CONSTRUCTION LENZ 6 RIECKER EDITION Checklist BUILDING: - NEW UNIFORM CODE C" LOCATION: DATE: • REVIEWER: REQUIRED OR NO. ITEM CODE SECTION PAGE NO. ALLOWED ACTUAL 1. Jurisdiction Sec. 1231 63.8.33.3 New--Existing 2. Occupancy Classification Part 703 475 ." C y Z 3. Type of Construction Table 111-704 483 4. No. of Stories - ,2 ' _ 2- 5. Fire Area (Basic) Tabla _VI-705 492 - k(o Accessibility Sec. 705.4E 486 No. of Sides ..11- Sprinklers Sec.705-4F 486 6. Fire Limits Sec. 770.3 601 7. Ceiling Height Sec. 762.3 572 `'" 8. Ventilation ASHRAE 62-73 No'. of Occupants Sec.1004.2 638.182 9. Exits A) Number(One exit permitted) Table X-765 593 1 - B) Distance of Travel Table VI-765 590. 42/6 C) Dead End Corridor Sec. 765.1j 576 D) Enclosure Table 111-704 483 E) Corridor Width Table 1-765 577 F) Door Width Table V-765. 588 G) Smoke Stops . ' " Sec. . 765.2a 577 & Alarm Sec.1060.9a 638.222 H) Opening Protective. Table 111-771 611 : I) Panic Hardware . Sec. 765.5a-4 587 J) Interior Stairs Table IV-765 583 K) Exterior Stairs '- Sec. 765.4c 585 L) Handrails Sec. 765.4a-11 585 il( • r +-- 10. Physically Handicapped Sec. 1102.1 638.247 © (4./..,, A Facilities - ANSI 117.1-1980 ' 11. Safety Glazing Sec. 766.1 .594 12. Malls between Buildings Sec. 768.1 596 13. Atriums Sec. 769.1 598 14. Openings in Rated Partitions Sec. 771.4 608 - Sec. 7714L5 616 • - NOTES: -•" - - . -- ......---....-1:;.-`-_ _.tea;- 'S'W' F..= ::= l ,._.._-r - f Wm.1._ cc tit&A.;6., bo t t-4/ T l s�'f=Gpog. C l: ; : .. g 84 /-f74ogL2 W 3,h, gig /-rn4- Pdartc-rw ) - T[touwiNer,e4,v,12L-2, 3. -2- GENERAL BUILDING CONSTRUCTION Checklist - NEW UNIFORM CODE C REQUIRED OR NO. ITEM CODE SECTION PAGE NO. ALLOWED . ACTUAL 15. Design Loads A) .: Snow . Map 638.2 B) Floor Table 111-803. 637 C) Wind Table V-803 638.3 D) Roof Drainage V Table VI-903 638.145 16. Foundation Sec. 800.3 .629 17. Distance Separation Table 1-770 600. 18. Fire Separation Table 11-717 609. N/4 (Mixed Occupancy) 19. Firestopping Sec. 771.5c , 617 20. Day Care in Mixed Occupancy Sec. 771.6 617 21. Areas of Public Assembly Sec. 790 625 22. Finishes Interior Sec. 772.2 619 Exterior Sec. 770.8 605 , 23. Fire Protection Equipment . A) Fire Alarm System . Sec. 774.2 622 Fire Station Connection Sec. 774.1b 622 Zoned, System. V , . Sac. 10.60.2a-5 638.216 Battery Backup Sec. 1060.2d-1 638.217 D.O.T. . Table 1-1060 638.216 B) Fire & Smoke Detecting System Sec. 774.3 623 C) Sprinkler System Sac. 774.4 . 623 D) Standpipe Systems Sec. 774.5 624 E) Auto Vents Sec. 774.8 624.1 & Alarm Sec. 1060.9a 624.1 F) Coordinated Fire Safety Sec. 774.9 G) Gas Pump V Fire Extinguishers ' Sec. 774.10 , 624.1 H) ' Emergency Ventilation Sec. 1004.2f-1 638.184 I) Fan Shutdown , Sec. 1004.2E-2 638.184 J) Exhaust Hood . • Extinguisher Sec. 1064.2b 638.233 24.. Plumbing Fixtures Table 1-900 638.89 Materials Sec.- 904.6d - 638.147 Freezing Sec. 850.7 638.112 25. Heating Producing Equip. . A) Enclosure Sec. 771.4j 614 B) Air Supply Sec. 1000.2g 638.173 NOTES: V GENERAL BUILDING CONSTRUCTION Checklist . NEW UNIFORM CODE C REQUIRED OR N0: ITEM. CODE SECTION PAGE NO. ALLOWED ACTUAL 26. Chimneys, Flues, Gas Vents A) Prohibited Use Sec. 1005.2a 638.186 B) Spark Arresters Sec. 1005.5 638.186 C) Outlet Locations. Table 1-1005 638.187 27. Electrical Metal Veneers Sec. 1030.1g 638.201 Emergency Power Sec. 1032.2a 638.203 Emergency Light Table 1-1032 638.204 Exit Lights Table 1-1033 638.205 28. Signage Fire Alarm Sec. 1163.13f-4 638.277 Assembly Space Sec. 1164.2 638.279 Gas Pumps Sec. 1164.3c-4 638.283 Elevators Sec. 1194.1a. 638.322 Incinerator Sec. 1194.1a 638.322 Evacuation Route Sec. 1195.1c. 638.323 29. Insulation as per NYS Energy Code . The Local Building Department is expressly authorized and empowered to approve plans ans. specifications for compliance with the code: therefore our comments are to be con- sidered advisory only. Based on our limited examination, compliance. with our comments shall not be construed as indicating the plans and specifications are in full compliance with the cods. Legend . N.A.: Not applicable - N.R. : Not required . N.S.: Not shown on drawings NOTES: 1 I Design Information TCLD+L)= so,o PSF 5 l Plating Information I TPI BC(D+L7= 10,0 PSF DWG NO. R79-5010-TP2P- 7G5 TL(D+L)= 60,0 PST JT. MAX-SPANS(FT-IN) HYDRO-NAIL . LOCATION(IN) • SHT NO. 11 DATE 1/ 9/79 STRESS INC z 1.15 NO. SYP DF/HF PLATE SIZE --X-- --Y-- 2 Maximum Chord Spans (Ft.-In.) J 1 23- a 24• 0 2 1/z x 6 Pr `, 28. 5 28+ 9 3 • X 6 PT -31- 7 32- 0 21/2 X B PT LUMBER GRADE TOP CHORD BOTTOM CHORD 32- 5 32. 5 3 1/2 X 6 PT =SUUTHERN PINE= 2X4 2X6 2X4 2X6 37-10 38- 5 3 X 8 PT - NO 2 KD 23-10 34-10 29- 6 39- 0 43- 3 43. 3 3 1/2 X 8 PT NO 2 KD DENSE 26-11 38- 8 32- 7 44. 2 45- 5 45- 5 3 1/2 X 9 PT NO 1 KD 26- 9 39- 2 33- 1 46- 0* - -46- 0 46- 0 4 1/2 X 10 PT (NEEDS 2X6 TC7 NO 1 KD DENSE 29- 0 42- 9 36- 7 46- 0 SEL STRU_KD 29- 2 42- 3* 36. 7 46- 0* J 2 43- 0 43- 7 1 X 4 PT DEN SEL STRU KD 30- 8 45- 5 39.. 0 46- 0 46- 0 46- 0 1 1/2 X 4 PT =MSR-ALL SPECIES= V . 1b50E-1.5E MSR 25- 1* 38-11f 31- 6* 46- 0s SJ 2 46- 0 46- 0 4 1/2 X 4 PT 4 1 1/4 1BOOF-1.6E MSR 26- 3* 40-1011 33-10* 46- 00 1950E-1.7E MSR 27- 7* 42- 9$ 36- 6* 46- 0s J 3 36- 1 36- 7 3 X 4 PT 3 • 2 2100E-1.8E MSR 28-10* 44-101 38-100 46. 0f 43-11 44- 6 3 X 5 PT 3 2 1/2 2250E-1.9E MSR 29-11* 46- 0s 41- 10 46- 0s 46- 0 46. 0 4 1/2 X 4 PT 4 1/2 1 7/8 2400E-2.OE MSR 31.6 1* 46. 0$ 43.. 0. 46- 00 *REQUIRES 2X6 BEARING OREQUIRES 2X8 BEARING J 7 39- 4 39-11 2 1/2 X 4 PT 2 1/2 ::: U 46- 0 3 X , 4 PT 3 3 I Web Requirements - (FL-In.) SJ 7 9 32.. 2 4 1/2 X 4 PT 4 1 1/4 39- 8 40- 3 4 1/2 X 5 PT 5 1 1/4 UNBRACED • BRACED 41- 4 41- 4 4 1/2 X 6 PT 6 1 1/4 2X4 WEBS 81 w2 81 W2 46- 0 46- 0 5 1/2 X 6 PT 6 2 1/4 3KD-SYP 46- 0 46- 0 - 46- 0 46- 0 2KD-SYP 46- 0 46- 0 • ' 46. 0 46- 0 CHORD SPLICE OPTIONS STD-HF 46- 0 46- 0. l 46- 0 46. 0 CON-HF 4¢- 0 46- 0 46- 0 46- 0 . C 2 46- 0 46- 0 3 X 4 PT .2X6 WEBS - 2KD-SYP 46- 0 46- 0 46- 0 46- 0 C b 40- 8 40- 8 3 X 4 PT NO2-HF 46- 0 46- 0 46- 0 46- 0 46- U 46- 0 3 1/2 X 6 PT PLATES MARKED + REQUIRE 2X6 CHORDS 4 I Force Information L=Span (Ft.) GROSS PLATE RATINGCPSI) FOR PT=222(SYP).225CDF/HF) CHORD FORCES WEB FORCES JOINT LOADS • �UEL C 1= -113.1E to 1= -23.7L J 1= 16.5E -.ni�_.v'r I•v__ C 2= -97.9L W 2= 32,SL J 2= 25.0E D �> II 1�I I �l C 6= 70.BL J 3= 23.9L IB C 7= 104.5L REACT= -60.0L J 7= 6.6E ' DESIGNED IN ACCORDANCE WITH TPI-78 AND NDS-77 _ �uN g 1990 • r BOIL DING COUI� • NOTES: 1.Cut al members to bear. t 2.Center ell plates on both aides of joint ' unless X or Y locations are specified. TRUSS IS !, ;_����sky rMILTON E.Rc rFA c ' 3.The truss fabricator is responsible to T rRIGIL +s .t SJ 2 provide plating for handling as required. P2: ABIXIT Q 1-, , '{� .1- _J X see Usage Guide. i c 4 { 4.See Table 31or web lateral bracing Ne ? _,0,.s�, . li requirements. X =A` ,�`i tag�� E • �`I��'fit PSOFi1SICnnL C__ '1 r;ESt1.E p�*E4� ,if`���• • P1L4 S*g L6. •-so.ur,f 'r'�a �:tr.w 6: ura4 y`^i SJ7( X • jPE / r. N i, ti 5.' �'iy -, ,r�. i sum � s • v !�ri .�' " �.`+t .��`'.'`A NM 2a4 BEARING_ I +"'- ^'�` ISLTAss�Ec2 n P7•L23 S.+s '±s, 1Ps:L � TYPE 700 SPAN: L ' 3 TPI CODE 2t- Oft O.C. -Design raid dry to use anal Hydro-Air connectors.This teas a dangled as an individual balding comconettt. 5/12 SLOPE PT PLATES • t a to be arrartoatea nto a wilting Uesgn at the saeddiratan of Me downer of said binding.Bracing saxeteo a for Lateral sudoon of novucal truss mentes ally.Arttnonal tracing of me await stricture may e . . oe radused.Far general guidance see Mery Wood Trtases'For specdic truss oracmo monsoon contact HYDRQ,e4IR e • S U PINE & MSR-ALL SPECIES- _ DAMN oesgre.Fot accretion moron;taorratan.Queue comm.storage.delivery ereatat and oacutg tY trusses.cvs n the Dtrauy Gomel recur aad the Rectionaued Cone o Standard Praaee•. ENGINEERING.INC. 4 0/1 U/U/1 u= 60 ?S i 1 1.15 *Available E7rt Truss Pete aataute 7411 Rags Road.Ityartsnlie.Maryland.20783 BOX 7359.ST.LOWS.MO.63177 ©Hydro-A-Empowering me nc 197c 1 I Design Information TCC.D+L)= 50.0 PSF 5 I Plating Information • - -- ' TPI BC(D+L)= 10;0 PSF DWG NO. R79-5010-TP2P- 7G5 TL(D+L)= 60,0 PSI JT. MAX-SPANS(FT-IN) HYDRO-NAIL LOCATION(IN) SHI NO. 11 DATE 1/ 9/79 STRESS INC = 1.15 NO. SYP DF/HF PLATE SIZE --X- --Y-- 11 ~ 2 I Maximum Chord Spans (Ft:-In.) J 1 23- 8 24- 0 2 1/2 X 6 PT ) 28- 5 28- 9 3 X 6 PT • 31- 7 32- 0 2 1/2 X 8 PT LUMBER GRADE TOP CHORD ' BOTTOM CHORD 32- 5 32- 5 3 1/2 X 6 PT =SUUTHERN PINE= 2X4 2X6 2X4 2X6 37-10 38- 5 3 X 8 PT NO 2 KD 23-10 34-10 29- 6 39- 0 43- 3 43- 3 3 1/2 X 8 PT NO 2 KD DENSE . 25-11 38- 8 32- 7 44- 2 45- 5 45- 5 3 1/2 X 9 PT NO 1 KD 20- 9 - 39- 2 33- 1 46- 0* 46- 0 46- 0. 4 1/2 X 10 PT (NEEDS 2X6• TC) NO 1 KD DENSE . 29- 0 42- 9 36- 7 46- 0 SEL STRU KD 29- 2 42- 3* 36- 7 46- 0* J 2 43- 0 43- 7 1 X 4 PT DEN SEL STRU KD 30- 8 45- 5 39- 0 46- 0 46- 0 46- 0 1. 1/2 X 4 PT =MSR-ALL SPECIES= • 1650E-1.5E MSR 25- 1* 38-11# 31- 6* 46- 0* SJ 2 46- U 46- 0 4 1/2 X 4 PT 4 1 1/4 1800E-1.6E MSR 26- 3*. 40-10i 33-10* 46- OS 1950E-1.7E MSR 27- 7* 42- 94 36- 6* 46- 0s J 3 36- 1 36- 7 3 X 4 PT 3 2 - 2100E-1.8E MSR 28-10* 44-10f 38-100 46- 00 43-11 44- 6 3 X 5 PT 3 2 1/2 2250E-1.9E MSR 29-11* 46- 01 41- 10 46- 0f 46- 0 46- 0 4 1/2 X 4 PT 4 1/2 1 7/8 2400E-2.0E MSR 31- 1* 46- 0f 43- ON 46- 0i • *REQUIRES 2X6 BEARING OREQUIRES 2X8 BEARING J 7 39- 4 39-11 2 1/2 X 4 PT 2 1/2 t 46- 0 46- 0 3 X. 4 PT 3 3 I Web Requirements (Ft-In.) SJ 7 31- 9 32- 2 4 1/2 X 4 PT 4 • 1 1/4 39- 8 40- 3 4 1/2 X 5 PT 5 1 1/4 UNBRACED • BRACED 41- 4 41- 4 4 1/2 X 6 PT b 1 1/4 2X4 WEBS W1 w2 W1 W2 46- 0 46- 0 5 1/2 X 6 PT 6 2 1/4 3KD-SYP 46- 0 46- 0 - 46- 0 46- 0 2KD-SYP 46- 0 4o- 0 • 46- 0 46- 0 CHORD SPLICE: OPTIONS SID-HF 46- 0 46- 0' ', 46- 0 46- 0 CON-HF 4¢- 0 46- 0 46.. 0 46- 0 C 2 46- 0 46- 0 3 X 4 PT 2X6 WEBS • 2KD-SYP 46- 0 46- 0 46- 0 46- 0 C b 40- 8 40- 8 3 X 4 PT NO2-HF 46- 0 46- 0 . 46- 0 46- 0 46- 0 46- 0 3 1/2 X 6 PT -PLATES MARKED + REQUIRE 2X6 CHORDS 4 Force Information L=Span (Ft.) GROSS PLATE RATING(PSI) FOR PT=222(SYP).225(DF/HF) CHORD FORCES WEB FORCES JOINT LOADS C 1= -113,1L W 1= -23.7L J 1= 16.5L _..it �i'r (IUEI:'+ •- .. C 2= -97.9L W 2= 32.5L J 2= 25.0L \U \C• t �' C 6= 70.BL J 3= 23.9L • p. Ilj U L `' t C 7= 104.5L REACT= -60.0L J 7= 6.6L DESIGNED IN ACCORDANCE- WITH TPI-78 AND NDS-77 Jul 199� a r 9UILDlNG & COOL- , NOTES:• r 1.Cut all members to beer. _ • 2.linter all plates on both sides of joint SEflFCO unless X or Y locations are specified. TRUSS IS tyUlT0t1 Ertc u� o-��.�"'�.'la• 3.The truss fabricator is responsible to I_�S t SYR'_1RjGL' ':.e�t9`c'� SJ 2( X provide plating for handling as required. ` P2. AB41T 4 E See Usage Guide. 4 .. ' 3'c 4 2;c �: 4.See Table 3 for web lateral bracing ® Na �9Bq _ requirements. rra ;°� ,� xm=mom r ` E4 ,'• Mb PTaL`S+S 04±6 , .S�y'�iin /je• i� s, •• -.j SJ7 1 X s"�--H. ( li,� ",'.'ter !I-. t , _l f: ~P N. ^ �4 N •e?tia i Mi•, ti �� 12 y "�.;„• �s�SO�~�tr._ e T nay /� SLOPE p : .L +' i 0,4*. 7.� ��L<fasf --- :1:"..., �I C7 • Oi,),141.L [�] Ce + �;;��'....•, ,?% � y f `ar�' 2U1N4 BEARING N. NTABLE zID rJP7. +s `16. IPS= s TYPE 700 SPAN. L i Q• TPI CODE 2'- 0" O.C. •Design raid my to use old Hyam-Air cumectors.This Eras s desigrroA s an indwqual tuibuq romomer. 5/12 SLOPE P T PLATES s t a to be rammed arc a btwldry aes9n at the sodctcaton of the camper of sad tnnldatp.Bracay caned a fa Lateral swoon dt ndnrdaal truss membersm AOd ty. le:nal traces of toe oeaati mourn may ,•,-7= beradar, .Fa sandal bounce see Brun Wood Trusses'.For small.:truss tracing reouvemarts Comac H�DQ®���. S U PINE & M S P-ALL SPECIES W,gaq xgn ser.For nfamatrm reparunp taacatan,Nosy cam.staapt.oelnery erection and tradatp C trusses.catseat tM_Guilty Coma Mawr as the Beursosaena Cope d Standard Practice. ENG/NEERING.INC. 4 O/1 U/U/1 u= 60 t'S @ 1.15•Avarlat5e horn Truss Prate Iatame 7a11 Raps Boat,Hy'altoethe.Ma t.20783 •BOX 7359.51 LOWS.MO.6317' C..,hyo•.-An Engmoen% Inc 1975 � �✓ax v r _ /CG"CrCRI�ec�end Q i- ":1 � $u«FAEC h'bunTwl/'7uer C5ccn�F+Y. z- 0 46cu w (,�allY1)ounL�,d Fr.iT�i9Ai' i � (II• _ w,oFES_siUN,ar!i� sa \ J�C4l6i A l i t .��✓ T°' G tY.rouc�hou /anel¢.9 en Lt)in;�luwS r � � ��i�`,.i � d'9'O�r"u1 x�`9°�d✓ ably n�,�� i f 1/� i ZI04h ,I ��tj ��pSE51l� Al F�� ��euL-weal �eye.nd r y 4� 4, }- � rFc+�C.C./rto nZ"dd /ue.40 10 - _.__ _. f r t_._....-..._ zr 1 ri C5 �, TA FLAN TO BE ON --- - - PROJECT SITE AT ALL TIMES FOR THE DURATION OF ONSTRUCTION ^a f oy Q h n s+c8 QpsTS wM.D , ...:y. r r S nN utr,'..iCABLE w n ti CON v ' N s t K a► , =aca �l rJ S t14q►ti,P,� � li /' i i f I _ pqf j 'V�T!c o ekw►�+t l z V.,-0 9A � _ ,Tyy r ks,l� Y ♦1 fax7oN IS." �foldah FJreP �,�L �r-� 1 NC)I��I-1-1F1�TF� f_3L11E_L)IhJQ NY S f_G'(,1;. NO I--fil'Pi_ICAB[_F SBc+Je S+a/e Vie u7 m ~� lapbca.ds :4yt_ ROJ ECT SIT AT E k _ . TI M ES FOR �. r DURATION OF a 23r3�;,f 1� t � y - RUCTION �y g +; ,,..r`y"�, N "✓✓ r �' h'4p''^r;�"r a 7 9� El Al X r ? i sy fit` j y� ppp- , r "4&a • .0jE SITE I �a ,ti �� . TIES FOR T'TE DURATION OF CONSTRUCTION �Y �.�. y N e rug - t , # '� t ura 1 s �,✓ ��,r �0� F w?4 d�� r 4. ,4 I THIS PLAN TO BE On PROJECT SITE AT t ALL TIDES FOR THE DURATION OF d t .�. .. TION ol F � 6 LJl�t1 f r 0 RIM trade xr ` 'k.: � Jy,'� J" " 2' r�st1 ro`f !' hr /� w � q. 6 r A