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2002-757 (2)CONCEALED RIDGE VENT ASPHALT SATURATED F.G. SHINGLES 130 YEARS) D CONCEALED RIDGE VENT e I ASPHALT SATURATED F.G. SHINGLES (30 YEARS) - CONCEALED RIDGE VENT ASPHALT SATURATED F.G. SHINGLES (30 TEARS) _ y • • w • -•• — '1 �1 u - ■�1'■ (1 ■7il{ ■ii■—■��■- _ -illf fi�p ■irlt ■r1■ —'•` •.FASCIACORNER 1?I�� __ ��' ■►•�� ��v, t�i■ �� ■` il! ■..� ■��■ = tool♦ i:.i RdiM CORNER - .. - fp — is=i i iiiiiiii iii■ VIIM POST • poll fl _ i■■■ _ =11 Kim �i�pi— BILCO_ ■■■■ �li�l 3 Vr LINEAL 9 BASE OF SONG �. 3' LINEAL 0 BASE T/O DECK OF SONG -_ - T/• • •.. BASEMENT WIDON 1 CORRUGATED AREA t l I 1 -'�:rSELLVTLINEAL INSECT SCREEN 1 1 h-r---------- ---------.-4 1 I �--�— � CONC. FOUNDATION r I 1 I I 3 VY LINEAL WINDOW SURROUND ( { 1 1• -- REINF• STEMMED FOOTING WALL t FOOTING I I I 1 • WINDOW JAMB. f_ 4 `- 4 I 11 I L ___ _______ J- L _, � --4 /0 FOOTIN (� —i———————————————— — — ---- ---1—i--__—.------ ---•----- � ---- ----- -- - - - - - - - - - - SOUTH ELEVATION -3J TRIANGLE VENT 1/8" = 1'-0" 'IL n 42 1/7 x 20 3/4' 8/12 PITCH BY GABLEMASTER e OR EQUAL r CONCEALED RIDGE VENT ASPHALT SATURATED F.G. SHINGLES (30 YEARS) CONCEALED RIDGE VENT ALUM. FASCIA - -ALUM. FASCIA - -- - -- _ - 3' OUTSIDE CORNER t 3 Vr LINEAL • BASE OF SIDING 3' OUTSIDE CORNER t T 1 t \ LLJ WOO COLUMN ENCLOSURE REFER TO DOG. A-3.2 0 - - - --_ 3 1/2' LINEAL • BASE OF SIDING __ - - UN — N T/0 DECK _ T/0 FOUNDATION � i SIDEIIALK 3 REINFORCED CONC. i I 1 ; ; { 1 FOUNDATION WALL I I/Y LA�EAL 1 -�— INSIDE CORNER POST I FOOTING I BASEMENT WIDOW t "" 4 REINF. CONC. FOUNDATION - - - - - - - - - - - - - , I CTED AREA 1 L. - - - - - - - - ti WALL /FOOTING i ----------- , I I WELL (T ) 1 f--------J t— RFJNF. STEPPED FOOTING '' L - I 3 1/2' LINEAL WINDOW SURROUND 1 I L - - - , , I • UND04 JAMB I SILL { i TO _ -. I -----------------------------------------_- -�.. _ -- 0 TF00 / - - - - _ - - - - -- J- --- _-----_-J EAST ELEVATION .r c TRIANGLE VENT L2 1/2' x 20 3/4' 8/12 PITCH OBY LEMASTER R EQUAL 1 CONCEALED RIDGE VENT i ALUM. FASCIA "C CLAPBOARD Q VINYL SIDING 8 3 1/7 LINEAL • GABLE END WALL CONCEALED RIDGE VENT ASPHALT SATURATED F.G. SHINGLES (30 YEARS) --- - ASPHALTF.G. SATURATED SHINGLES (30 YEARS) MEW - - _ T/o STUD NAu ALUM. FASCIA ALUM. FASCIA 3' OUTSIDE CORNER 1 6N.+. +- , _ o MA 3 1/2' LINEAL • BASE OF SIDING 3' OUTSIDE CORNER WOOD COLUMN ENCLOSURE + Y t - i REFER TO DOG. A-3.2 - _-- ----__ _:: in w _ - - - 3 1/2' LINEAL • BASE OF SIDING - T/0 DECK . - T/0 FOIJNDATk)11 � SIDEWALK i♦— BASEMENT WIN 1 I I I SIDENALK SLOPING UP TO DOOR BEYOND RENF. CONC. FOUNDATION i I 1 ' CORRUGATED EA I Bq.CO DOOR `--"-- HELL (TYP) ,.■ It REINFORCED CONC. WALL t FOOTING J' I INSIDE POST I - ri———— - - - --{ CORNER I I I r-- --------- - - - --- FOUNDATION WALL L--------4 I 5• LINEAL 1 1 I r----- - - - - -- t FOOTING i I S' LINEAL WINDON SURROUND I I rJ 1.4RIM STEPPED FOOTING i { • NINDON JAMB 1 SILL I - Tw-# ri-----------�---------------------------------- ------ - - _.., - - - -- --- --- - _ _ _�--- -- - 4 4 T/0 F00 L- — — — — — — — — — — — i — — — — — — — — — — — — — — — — — — — — — — 1 — — — — — — — — — — — 1- — — — — — — J ;-- \/ A 71nNJ 1/8" = 1'-0" TRIANGLE VENT y 62 VT x 20 3/4' 8/12 PITCH CONCEALED RIDGE VENT BY GABLEMASTER OR EQUAL ASPHALT SATURATED Ff& SHINGLES (30 YEARS) Q 8 2� CONCEALED RIDGE VENT nm =Nil map - = fN tiff _ - at■■ off aNf■'■ �II=1 - I I • • 1 2'-0' • )�STUDS LOCATION — O 5 Vr C _3 TIMBERSTRAND BEAM ABOVE - O 0) 2346 STUDS LOCATION --J F4 40 2'-0' 3'-8 V4' 3'-L 1/4' 3'-N V8' 3--1 i/8' 3'-N Vr 3'-1 1/8' 3'-6 1/4' 3'-8 1/4' A -3. O O b O b J ?r Q:n � j 3-SEASON PORCH B Q b j b T O O ISILC 0 D 3.1 51/2, 21'-10' 51/2' 11 �. y •r :•+ g O I b O T '^ O O 3r '�' A-4 O O O it O w Zr 14I 4' - Zr - - - TI/2' T I/Z - 10'-I 1/4' 11 1 4' mm 5 Vr BEDR00 3 Vr 3 V2' •_� 3 VY 3 J_ IL 3 1/2' `" 3 1/2' I 3 1/2 b 29 PROJECT R© `-' .� PROJECT I 1 BEDROOM O Ri'o O I 3 14 i 1M zr 28 HALL "' DINING 0 DINING �+ HALL 12 BEDROOM 210 i• - r•► A-4 PE 4 2 ATHRDO �• 2L _-- - _- - ATHR M ` 8 OM II , s- 5'-10 3/4' S -I' i _ � - ;- 10 - - 6-10 3 ' 03 T - ' 3 V' 3 /2' 1 1 3 1/Y 3 1/r ' KITCHEN KITCHEN II � s 25 _ - - - 09 - -CL-� - +3 get- �- BATHRO BATH00M BEDROOM BEDROOM --------------- ---- ----- ---- , 22 ir _ 2v ,•, H '-0• 3 30v2' 35 • 3/e' S' 11 3 V�' 11 � �+ HALL Or: 0 LIVING 18 ® LIVING BEDROOM 1 ;L UN DRY 18 02 AUNDFY Ob 0 � T �+ 21 C . 0 ; ZxL STUDS VEST. (3) 2xL sT1ID.S O3 b �• BEDROOM 04 M �*) BEAM LOCATION • BEAM LOCATION T' l0'-1 1/4, r 4- ; W-1 vr IY-I , - �, 114• -I I . 10 5 Vr 3 V2' 0 1 3•Ml•------- 3 V 3 yr 0 3 Vr I - 3-v2`--9-H ' I 3 I/2' 5 1/2' 0 ' O 8'4'-9 I/2' $Q. KD WOOD COLUMN ENCLOSURE. BEAM POR H BROSCO 94003 N/ CAP t BASE. (TYP. OF 4) Al VE (TYP) STEEL COLUMN WITHIN A (TYP OF 4) (REFER TO A-2.1) -3 17-4- IZ -4' 110 V2' 1 VY W EXTINGINSM CADW It 24 V2'K x I(M x c V4'D_ ROUGH �� 243i x 1 V!'R x c'D. rEmom Lmm MODEL - OCCILT im 0-24M OR APPROVED EQUAL - ANODIEED AL 2 1300R� V KACK TYPES A N CUT LETTE944 DOOR ON- BIrONS 2S 3/4'H. x I V4V -}--- LEGEND W000 STUD PARTITION. SYMBOL LEGEND LOBBY r-0-11 ROOM NUMBER 31 DOOR NUMBER OONDON TYPE FIRE EXTINGUISHER CABINET DETAIL NTS A SECTION PEC ® RECESSED EXTINGUISHER �NE FE OWALL MOUNTED FIRE EXTINGUISHER 0 DOUBLE -HUNG TW3044-2 G WINDOW TYPES NTS GENERAL DRAWING NOTES: DIMENSIONS TO INTERIOR t EXTERIOR STUDS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. BEFORE GM IS STARTED, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ARCHITECT. THE FLOOR LINE I T/O F.F ELEV. ) 5HOWN ON DRAWINGS IS TO TOP OF PLYWOOD THE INTENT IS TO HAVE ALL FINAL FLOOR FINISHES FLUSH AND IN PLANE. FIRST FLOOR FLAN CALLED NORTH 1/8' = I' -O' DOUBLE -HUNG TW34310 O (WINDON NUMBERS REFER TO ANDERSON CORP) -1 B/IL' R.O. DOUBLE -HUNG TW34310-2 O IOU dp �G1 1 IR F x<viW N F �'J (3) 2 4 STUDS • BEAM J. LOCATION ' I`- •' W LU 2 ~ �Z OD � U N 5 1/2' CL ° � Y A-3.1 Ln In W J 0 cf) ZQ3 ��-- ED LL J 06 }' - TIMBERSTRAND ' ' BEAM ABOVE < W Q c 0 Q Z ZJZ W =LLj - (3) 2xL STUDS • BEAM 11 W 0 U LOCATION N d W Z _j J 0 W 0 a - F"' r D 0- ac Q 0 0 0 Lu Q r f r X L— O- 0 L1_ W-j n� W iv r _ - -- c/) U 0 C Q 0 Q �— CV n� W � � E 0 0 >- n > 3 0 04 C 0 N LI WQ�za I N 04 C N } V > CO U_ o & N C 0 X 7-8 5/8' R.O. � p L o� BASEMENT UNIT 2811 O a-i NORTH ELEVATION 1/8" = I'-O" r ID 10 Cm 6 - 0 m e• LD ivl �I 2'-0 110 iv � 0 io 1 co 2'-8' 30'-5 1/2' •L -7 - - - r-4' 15'-1 5/8' 2'-8 5/e' I/8' 21'-r E'-1 VS' 2 -8 5/8' l0'-5 3/r!' 4'-0' 2 -4, Ir 8• a• S' VY S. A 8' CONC. FOUNDATION WALL W/ 84 BARS 0 2 'o.c. EkCH WAY (TYP) IG 'z8' CONT. IL' COOT. Its ONC. ARC OTING W/ I TOP) -- I COORDINATE UNDER SUPPLY t RETURN R AB DUCTWORK, STERS IN THIS AREA. REFER TO M-I DWG. REINFORCED ONC. I I I I 3J STEP FOOTIN i (TY I'I i I A — —1 SLAB 01 GRADE I I pi 31 8' CONC. F124�'. TION WALL W/ t4 BMRS EACH WAY IT(P) K'm8' C TFOOTING W/12' SLEEV I.E. - 2'-2 BELOW FIN. FLR. o (2) CONT. S8 (TYP) J� L.._ J L J — — 8� — — — — — — — — 39 -3 3/4.— — — — — — — — 1/r — — — 42'-3 3/e' I 3 VZ' 3 I/2' 24 STUD WALL SET IN 5/8' I FROL EDGEIC. I I OFSEC (REFER TO NCH �--- 4' CONC. SLAB REINF. (: W/ 44 0.4)0.4 MM ITYP) —� I t -- 4' CONC. SLAB REINF. I W/ 64 W1.4x*4 WWM (TYP) I ' 5/8' S 14'-1 1/4' 6'-3' B'-3' L J � L W8)d5 _ I — Ir.6 I— W8�d5 a - HAS L _ _ J Z'-2 /,�. W8�d5 L W8)d5 a I _ J W8)d5 I cq STAIR o Sim.© Lo I BASEMENT FIE BASEMENT FIE p 8-02 A 4 BO 8-01 I — — 2'-G'x2'-&*AO' CONC. FOOTING I W/ (2) 84 BARS EACH WAY POCKET4'-2 I/4' 4'-2 1/4' (TYP OF4)3 1/2' 3 1/2' 3 1/2' �„ (TYP. OF I INTERIOR FOOTINGS) i 1firl _ I I _ W8X15 W8)d5 L _ W8)d5 _ _ — 611 — W8)d5 I J OAS W8)d5 L I'I I E'-4' I I: ;I 42'-2 3/4' 4F-I 3/4' — — — — — — — — -1 I I L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1:1$14 ONC. BARS FOUNDATION WALL W/ 24 ac. EACH WAY (TYP) SLAB ON GRADEZ ( i HORIZONTAL REINFORCING B OTING PDOW LED�iNTO MAIN FOUNDTo RS TO ION L FOOTING W/ J I II (TYP. AT BOTH SIDES) (2) CONT) •5 BARS I r- , C-2 3/4' 2'-8 8' IL'-2 5/8' 1 V 10'-I' H'-T 10 -I' K'-Z 5/8' V-2 3/4' 8' 8' -0' 25'-10' 'X'_ p• 25'-10' 2'- 9r-8' BASEMENT/FOUNDATION PLAN 1/8" = I'-O" QESIGN DATA: LIVE LOADS: FIRST FLOOR ----- 40 LB. S.F. SNOW LOAD ------- 55 LB. S.F. WIND -------------- H LB. S.F. SOIL BEARING CAPACITY ASSUMED AT 2500 BL.SF. c•ENERAL STRUCTURAL NOTES: ALL INTERIOR STEEL COLUMNS TO BE 3 1/2' DIA X 4.11 STD. WT. PIPE W/ 10' X 10' X 1/2' BASE PLATE W/ 4- 3/4' DIA. BOLTS X 12' L. CAP PLATE TO BE 5' X 4' X 1/2'. ALL EXTERIOR STEEL COLUMNS AT PORCH TO BE 3 1/2' DIA X 9.11 STD. WT. PIPE W/ 1' X T X 1/2' BASE PLATE W/ 2- 3/4' DIA. BOLTS X 12' L. CAP PLATE TO BE 5' X 1' X 1/2'. ALL CONNECTIONS SHALL HAVE A MINIMUM Z- 3/4' A-301 BOLTS PER MEMBER. OR THE EQUIVALENT WELDING LENGTHS. CONC. MIN. Fc at 28 DAYS 3000 PSI. REINFORCING STEEL 50 KSI DEFORMED BILLET FLOOR JOISTS MIN. Fb 400 PSI COMPOSITE WOOD MEMBERS MIN. Fb 2400 PSI (4) CALLED NORTH J io -- AREAWAY 8-03 n L b, 4 CHAIR RAIL LOCUTION PLAN c v■ 24'-0' 3V-1 V4' 2L'-O' �- 2'-°• "'-I V4' ROOF PLAN CALLED p NORTH i I t CiE✓F<i �R✓JE-- �T D� 'vCpr� _ BALL ^� 5E0, 00M 39 A r~tC0 All u �- i+; . I µ MR ;AT P) eo 0 9 iv n Y e 3 n t o6- 9 O� W W F- Z O U N t W >— O Z > 'Q Cc LL LU Z Z 0 1uj F- 1c f— W c0 [] Z W = W cf) O LU F- H CC U 0 Q Z 0 0— > 0 0 cn 0 a Z 1= x e 0 0— 0 CIO Q= U O c U C Q O(� 00 N O � E O c O > - to o Q � _ W C W 0 I Z I co CV N I 0 i co } co N 5 ;0 U 0 (y) �Q�00-LL 04/11/02 A-2.1 1/8" = 1'-O" OOIS A ASPHALT SATURATED F.G. SHINGLES (30 YEARS) WOO TRUSS • 24'o c. 5/r CDX PLYWOOD DECK W/ H-CLIPS 1 151 FELT PROVIDE 31' CONT. ICE t WATERSHIELD MEMBRANE ON AT ALL ROOF PERIMETERS AND VALLEYS. INSULATION BAFFLE BETWEEN FRAMING AT EAVES (TYP) 2x4 OUTLOOKERS • 24'o.c. LAPPED TO RAFTERS (REFER TO ROOF FRAMING PLAN FOR LOCATIONS) -1 >b � CONT. DRIP EDGE �+ T/O PLATE ALUMINUM FASCIA r z ' bdi 1 2x10 SUB -FASCIA (RIPPED TO FIT) — BEADED INVISIVENT VINYL SOFFIT 3 1/2' LINEAL r t m 12 8 R-30 FIBERGLASS INSULATION W/ VAPOR BARRIER 5/r TYPE 'X' GYP. BD. CEILING (2) 2xL PLATES W/ HOLD DOWN HURRICANE STRAPS • EA. TRUSS 24 HEADER W/ RIGID INSULATION 0 �+ T/O PLATE T 3/4' ' ' 1 1/2' 1'-05/8' DINING -o r o VINYL CLAD INSULATED r WINDOWS BY ANDERSEN n OR SCHUEDUREFER LE 3 1/2' LINEAL 1/2' GYP. BD. 1/2' CDX PLYWOOD SHEATHING W/ WALL BASE AS ASCHEDULED INFILTRATION BARRIER OVER _ BASEMENT ACCESS DOOR 2A STUDS • IL' o.c. - SCHEDULED FLOORING ON 1/4' iv TYPE C. WITH 12' EXTENSION A/C PLWD. UNDERLAYMENT BY BILCO OR EQUAL V FIBERGLASS INSUL. W/ VAPOR BARRIER - CLAPBOARD VINYL SIDING _ GLUE T t G (CDX) PLYWOOD DECK GLUE I L METAL STRINGER BY BILCO. 3 V2' LINEAL 2x12 FLOOR JOIST • lVoc. COVER TOP 24' OF RIGID INSULATION FIBERGLASS MESH REINFORCING MASONRY COATING 5/r TYPE X GYP. BOARD CLG. r. In P.T. RIM JOIST TO BE FLUSH W/ OUTSIDE OF PON. WALL (TYP) ---------------------- - r .s A SLL SEAL INSULATION 24 CONT. PT WOOD SILL W/ 1/7 DIA. ANCHORS • T " WIDEE WIA*ATER SHIMM) r r OF BOXED SILL � s TNON MALL ' x. I° o L --� -- - - - - - - .--- R AETAi -41 BASEMENT r-. •, •I. -Owl. IUAY s \ �'r v r ° 1/2' EXPANSION o '° JOINT Lei CONC. SLAB REINF. W/ 3' POROUS FILL MATERIAL -MIL POLY VAPOR BARRIER s. CONC- FOOTING CONT. CONC. FTGS W/ ° (2) CONT. 15 BARS AND 14 HOOKS • 4rac, _ J CONC_ FOOTING ° • SECTION A-1 SCALE: 3/4" = 1'-0" A-2.1, A-2.2 -1 ASPHALT SATURATED F.G. SHNGLES (30 YEARS) — WOOD TRUSS 0 24'ac. — 5/r CDX PLYW000 DECK W/ H-CLIPS 1 168 FELT PROVIDE 34' CONT. ICE 1 WATERSMELD MEMBRANE ON AT ALL ROOF PERIMETERS AND VALLEYS. INSULATION BAFFLE BETWEEN FRAMING AT EAVES ITYP) CONT. DRIP EDGE ALUM. FASCIA Ix5 1 2AO SUB-PASCIA (RIPPED TO FIT) — BEADED VINYL INVISIVENT SOFFIT — 3 1/2' LINEAL I VT 1/2' CDX PLYWOOD SHEATHING W/ INFILTRATION BARRIER OVER 4 1/2' DOUBLE -VINYL CLAPBOARD SIDING 2xt STUDS • IL' ac. t' FIBERGLASS INSUL. W/ VAPOR BARRIER 3 1/7 LINEAL CONT. METAL FLASHING D e R-30 FIBERGLASS INSULATION W/ VAPOR BARRIER 5/r TYPE 'X' GYP. BOARD CEILING (2) 2A PLATES W/ HOLD DOWN HURRICANE STRAPS • EA. TRUSS BEDROOM 13 1/7 GYP. SO. WALL BASE AS SCHEDULED SCHEDULED FLOORING ON 1/4' A/C PM.UNDERLAYMENT ' - 3/4' T ! G (CDX) PLYWOOD DECK GLUE 1 NAL ' DSL. 242 P.T. RIM JOISTS \ BLCO DOOR MASONRY iX OPENING MTAL JOIST 242 FLOOR JOIST --� ?•-- R-13 UNFACED FIBERGLASS AT BOX SLL AREA • AREAWAY WALL 5/8' GYP. BOARD v - 1/2' CDX PLYWOOD SHEATHING 2xt STUD WALL • 16'o.c. (NON -BEARING WALL) 2XIO PT. WOOD TREADS t' FBERGLASS INSUL. / \ i /,, . I + • W/ VAPOR BARRIER INSUL. METAL DOOR 1 FRAME AREAWAY ;- 5/8' TYPE X GYP. BOARD CLG. r ' owl ' � w BASEMENT [B r , .I W 8' REINF. CONC. WALL W/ I� 14 BARS • 24'o.c. EACH WA •# .s 1 '.r • BITUMINOUS DAMPPROOPING Vr EXPANSION JOINT 1/2' EXPANSION JOINT 4' CONC. SLAB RW. IN/ • • 4' CONC. SLAB REIN. W/ txt WL4i.4 WWM &A ft4x&4 OW 3' POROUS PILL MATERIAL r POROUS FILL MATERIAL 1 L-MN. POLY VAPOR BARRJfJt • • 4-MIL. PONY VAPOR BARRIER j r , IC_ FOOTING CONT. CONC. FTGS W/r r _ - - - - - - _ _ _ _ _ _ _ • , _ - _ _ _ _ (2) CONT. 1 6 BARS ! `\ `;f \ . \ .� .\ / \ \=.�/ \ • \,- : ` ? r ; /, \ - ��w • r//- �Jr\ ' \/�- ` :'�./r �j'/ \ / �/ �.\`'/. \ /�r/`, /fir\. ,/•. \ \ / `.�./ //. 14 HOOKS 4roc NC- FOOTING \ .. •fir `•\ .\\ � .`.\ \\ /.\ \ . \ �\ ../ � \ CONT. CONC. FTGS IN/ (2) CONT. 85 BARS SECTION A-1 SCALE: 3/4" I= I' -On A-2.1, A-2.2 T le n z. PROVIDE 3t' CONT. ICE 1 WATERSHIELD MEMBRANE ON AT ALL ROOF PERIMETERS AND VALLEYS. 2x8 RIDGE BOARD 2A OUTLOOKERS • 24'ac. (TTP) 2x4 COLLAR TIE LAPPED TO RAFTER (TYP) V2' COX PLTW. SHEATHING-- 2x4 STUDS 0 IL'ac. 2x8 RAFTER • 24'o.c. (TYP) -- CLAPBOARD VINYL SIDING R-30 FIBERGLASS INSULATION W/ VAPOR BARRIER ASPHALT SATURATED F.G. Lo SHINGLES I— } zz�� � 0 5/r CDX PLYWOOD DECK F pp= Z A W/ H-CLIPS 1 58 FELT � U l 2 cr ,< y� ; N �$s WOOD TRUSS • 24'o.c. METAL JOIST HANGER 5 1/4')df TIMBERSTRAND BEAM 2x4 CEILING JOIST • 24'o.c. (TYP) 5/8' TYPE 'X' GYP. BOARD CEILING 8EDi200M 22 1/2' GYP. BD. WALL BASE AS SCHEDULED SCHEDULED FLOORING ON 1/4' A/C PLWD.UNDERLAYMENT 3/4' T I G (CDX) PLYWOOD DECK GLUE I NAIL BASEMENT 1/2' EXPANSION JOINT 4' CONC. SLAB REINF. W/ Lid WI. )MA WWM 3' POROUS FILL MATERIAL L-MIL. POLY VAPOR BARRIER SECTION A-1 SCALE: 3/4" = 1'-0" A-2.1, A-2.2 ww°' I t--ZO w GID N CL U > J_ O <�3 i W Q u— W z O CC W U J m Z W W Z Cl C) D O CWCi—'0 P J U < w <w0 D a— CC cn >Oo -� O Q= X Q Z 0— O Z n� W 7� _V U cn 0 (f) � C Iq Q 0 i-- co N_ ncf) W � � 0 j co LLJ w Q�fl z N C 0 i 01 N ce) ol } D co N U co C U u 0 co 0 x 04/11/02 A-3.1 cols 2x8 RIDGE BOARD PROVIDE 34' CONT. ICE 1 WATERSHELD MEMBRANE AT ALL ROOF PERIMETERS AND VALLEYS. 24 OUTLOOKERS • 24'o.c. (TYP) ALUMINUM FASCIA ivi I I I Ix5 1 2x10 SUB —FASCIA IAI I 1 1 (RIPPED TO HT) iv BEADED INVISIVENT VINYL SOFFIT 3 1/2' LINEAL cv TRIANGLE VENT 42 1/2' x 20 3/4' 8/12 PITCH BY GABLEMASTER OR EQUAL 2x8 RAFTER • 24'o.c. (TYP) 3 1/2' LINEAL CLAPBOARD VINYL SIDING 2x4 BRACING LAPPED TO RAFTER ITYP) 1/7 COX PLYW. SHEATHING 2x4 STUDS • II'ac. O 0 R R METAL HURRICANE TIE • EACH RAFTER ITYP) (3) 2AO HEADER OVERHANG BEYOND �I 3 1/2' LINEAL / 3 1/2' LINEAL 2x4 WOOD BLOCKING • IL'oc. 1 FYPON PANEL BETWEEN TOP OF COLUMN 1 BOTTOM OF BOX LINTEL. 2x4 TO MIMIC THE I'-3*x2'-3' SQUARE BASE OF COLUMN — 2x4 BLOCKING TO CREATE A BOX AROUND (3) 2)dO HEADER. LAP BLOCKING TO RAFTERS 1 CEILING JOISTS • 24'oc.. r)d'-1 I/2' SQUARE KD WOOD COLUMN ENCLOSURE. BROSCO $6003 W/ CAP 1 BASE (PSG FINISH) LINE OF STL. PIPE COLUMN AND PLATE REFER TO DRAWING A-21 O 8 ASPHALT SATURATED F.G. 5/P COX PLYWOO DECK W/ H-CUPS 1 St FELT PROVIDE 36' CONT. ICE t NATERSHIELD MEMBRANE AT ALL ROOF PETERS AND VALLEYS. 2x8 METAL JOIST HANGER 24 RAFTER • 24'ac. ITYP) II II It 5/8- ICPX PLYWOD DECK — — — — — — — — — — L 1 IL 2)d CEILING JOISTS I I • 14'ac. (TYP) I I (3) 2)dO HEADER BEYOND I ( BEADED VINYL I INVISIVENT SOFFIT I I 2 1/2' COVE VINYL TRIM CLAPBOARD I I VINYL SIDING I i I I I I i I I I I 3 1/2' LINEAL PORCH I I I I 4' CONC. SLAB REINF. N/ I I 64 WL4xK4 WRM (SLOPE SLAB I I A TOTAL OF M) I I 3' POROUS FILL MATERIAL I I I I G-MIL. POLY VAPOR BARRIER I I 2x- WOOD BLOCKING I I AS REQUIRED PROVIDE WATEWRON I I MEMBRANE (ICE 1 CIA' I I I SFMELD) OVER BDXEI 16 J t O e 12 e WOOD TRUSS • 24'oc. (TYP) WOD TRUSS • 24'". (TYP) P, 5/8' TYPE 'X' GYP. BOARD CEILING (2) 2xL PLATES W/ HOLD DOWN HURRICANE STRAPS • EA. TRUSS (2) 23d2 HEADER (RIPPED TO FIT) VEST. Ol FRONT DOOR AND SIDE LDOORIGHT NE REPER TO SCHEDULED FLOORING ON 1/4' A/C PLWD.UNDERLAYMENT 3/4' T 1 G (COX) PLYWOO DECK GLUE 1 NAIL P.T. 2A2 RIM JOIST 23d2 FLOOR JOIST • li-ac. ' -77m77- -77 fT7'[`�7• �/ \ \ \ \ \ AT BOLD SILL AREA CONC. WALK. REFER TO o1 \ \ \ R-13 UNPAGED FRIERGLASS SP DWGS. ' PORCH 5/e' TYPE 'X' GYP BD. 24 P.T. PLATE N/ V2 DIAM. >, ANCHOR BOLTS • 5'-O"ac. 8' CONC, WALL W/ 14 BARS o - 2' WAD PERIMETER INSULATION J . SILL SEAL INSULATION • 24'o.c. EACH WAY n 24' HORIZONTALLY 1 4r VERTICALLY / (2) 84 BARS • Wo c. MOIL `. L BASEMENT .i CONT. CONC. FTGS W/ (2) e e CONT. 1 5 BARS AND 14 HOOKS • 4r&c. 16 . / r CONC. BALL V 14 BARS • 24'ac. EACH WAY r. ` f r VT EXPANSION JOINT f. 1 4' CONC. SLAB RENF. W/ )� 3' POROUS FILL MATERIAL 6-11IL. POLY VAPOR BARRIER • CONT. CONC. FTGS W/ 0 CONT. 1.5 BARS AND 14 SECTION A -I SCALE: 3/4' - I'-O' A-21, A-12 Al U& IrS SATURATED F.G. ASPHALT SATURATED F.G. SHINGLES � u �c S/8' CDX PLYWOO DECK 2x8 RIDGE BOARD PROVIDE 34' CONT. ICE 1 NATERSHIELD F W/ H-CLIPS 1 68 PELT MEAT ALL ROOF ANE ER9MI AND VALLEYS.PROVIDE qz F 34" CONT. IIATERSH�LD 'f Ni AT Al L R VER5 J to AND VALLEYS. I t I I I 1 1 I I ui JFpjx fi > W 2x8 RAFTER • 24'oc. (TYP) 12 5/8' COX PLYWOOD DECK W/ H-CLIPS 1 51 FELT 2x4 BRACING LAPPED 8 TO RAFTERS (TYP) WOOD TRUSS Jj • 24'o.c. (TYP) WOOD TRUSS • 24'o.c. (TYP) T T/O T/O PLATE »o p 4 10 T i 0 REFER TO DRAWING A-2.1 �� ~ � O W L.L.1 �Zo CC U N CL >JO <�3 ZCc Qt� WLLZ 0 W m Z-Z o U ui Z 5 O cA J V � w D 0- � >Oo -� a CC Q a- _x F n� W _� U cn a) 0 c W In C Iq Q 0 W �- (30 N •— w a 0 0 -� �- Ln -) > a 3 O N W W I Z CO N 04 I c 01 } ,co N c CID C U _c U X 00 0G/II/02 A -3.2 ASPHALT SATURATED F.G. SHINGLES (30 YEARS) — 2xs RAFTER • 24'aa 5/r COX PLYWOOD DECK W/ H-CLIFS 1 St FELT PROVIDE CONT. ICE 1 WATERSHIELD MEMBRANE ON AT ALL ROOF PERIMETERS AND VALLEYS. ----1 INSULATION BAFFLE BETWEEN FRAMING AT EAVES (TYP) -- '^ T/O PLATE A. CONT. DRIP EDGE ALUM. FASCIA j bdi 1 2310 SLID -FASCIA (RIPPED TO FIT) BEADED VINYL INVISIVENT SOFFIT — 3 1/7 LINEAL 0 T ie VINYL CLAD INSULATED WINDOWS BY ANDERSEN OR EQUAL. REFER 61 TO SCHEDULE 4r J T/O m 11/2' II1/8' ,;,d D 8 a 5/6' TYPE 'X' GYP. BD. CEILING (2) 2xL PLATES W/ HOLD DOWN HURRICANE STRAPS • EA. TRUSS 2,d2 HEADER W/ RIGID INSULATION PROVIDE CONT. ICE 1 WATERSHIELO MEMBRANE ON AT ALL ROOF PERIMETERS AND VALLEYS. i•-L 2x8 RAFTER • 24'}c} ITYPI - 2x6'CEIL.ING JOIST • 24'o.c. (TYP) 2A METAL JOIST MANGER — R-30 FIBERGLASS INSULATION W/ VAPOR BA 3-SEASON PORCH 39 235 RIDGE BOARD TRUSS • 4'ac. (TYP) 2xN) TAL JOIS HANGER ASPHALT SATURATED R.G. SHINGLES (30 YEARS) 2xa RAFTER • 24'ac. 5/r COX PLYWOOD DECK W/ H-CLIPS 1 5= PELT (2) 2x� P L A IF OIL. LATER i er TYPE 'X' GYP. WARE 24 STUDS ' ac LOCATION OF ATTIC ACCESS HATCH f,. 5/r TYPE 'X' GYP. BOARD CEILING HOLD DOUR! URR CANE PROVIDE CONT. ICE 1 WATERSHIELD MEMBRANE AT ALL ROOF PERIMETERS AND VALLEYS. -�- 31-0' 24' WIDE x 3/4' PLWOOD DECK WALKWAY FASTENED TO TOP OF BOTTOM CHORD WOOD TRUSS • 24'o.c. (TYP) R-30 FIBERGLASS INSULATION W/ VAPOR BARRIER T/0 PLATE r<. STRAPS EA. TRUSS 5/r TYPE 'X' GYP. BOARD CEILING \ DBL. LAYER 5/8' TYPE 'X' GYP. BOARD EACH SIDE \ 2x4 STUDS • IL' oc. \ ATTENUATION FIBER DOOR 1 FRAME BEYOND \ BLANKET ( SAFS > INSUL. (REFER TO SCHEDULE) \ ` STAIR KITCHEN ` > Y P. d I EACHDEX' 2•i STUDS • K o c. ` " HAND RAIL EXTENSION W/ \ o r r THIL SOUND RETURN-TO-IIIALL \ _ ER CLT \ f 8/1F8) MSUI.. \ ` WALL BASE AS SCHEDULED \ SCHEDULED FLOORING ON 1/4 \ \ WALL BASE AS ` (CAM TO PLYWOOD 5ELOW) \ _ SCHEDULED ` 3/4' T 1 Co (COX) PLYWOOO ` \ SCHEDULED FLOORING ON 1/4' GLUE1 NAIL r-O' \ A/C PLWO.UNDERLAYMENT ` r. 2W2 P.T. = J=T TO BE LINE OF T-O' HEADROOM v Pltlslil V OUTSIDE \ 3/4' T 1 G (CDX) PLYWOOD OF ION. WALL (TYP) \ DECK GLUE 1 NAIL ` P.T. WOOD BLOCKING \ _ DBL. 24 FLOOR JOISTS �. AS NNEDEO in \ AT EDGE OF STAIRWAY N,&LL BASE\ OPENING (TYP) A8 SCHEDULED ED T DBL. t M�MA� \ 2x12 FLOOR JOISTS \ • 16'9.c. (TYP) OPENING (TYP) \ 2pd2 FLOOR JOUST • 16'aaIL \ \ \ 1/0 PLYWOOD lk 71 \ v... • 24 P.T. PLATE IN/ 1/2 DIAM. \ ANCHOR BOLTS • 5'-0'ac. 1 1/2' DIA, WOOD HANDRAIL \ It WALL BRACKETS • 5'- " (2) 94 DOWELS • 24'ac. a � 10 l/r 1 I I/r NOSING (TYP.) � I n CONT. 36' W®E WATERPROOFING ao (ICE i WATER SHIELD) I BOXED SLL TFOUAT FACE ON a i NALLL i. r REW. CON- WALL W/ 1 84 BARS • 24". EACH WAY J • 2W2 TREADS • I 2x9 RISERS (TYP) B(TI/11NOUS DAMPPROOFING (2) 2 x 12 STRINGERS r EACH SIDE W/ CENTER CARRIAGE -- a Vr EXPANSION JOINT rKAB RERiF. V i+LL4� 4 OW 3' FORM PILL MATERIAL 1.. L-MUL. POLY VAPOR BARRIER \�f XN t SECTION A A� SCALE: 3/4' - 1'-0" A-u A-22 HAND RAIL EXTENSION W/ RETURN -TO -WALL - 1 fiC�i��•➢ 1 •r T/O CONC. FOOTING O� W W �ZO U OD � � Y j J O zQw w LL- Z < 0 W U J m Z o V w Cn Z us O ui ac U U o <W� w o0-c >00 J oocx Q ?a- o Z nVJ, W U cn 0 c cf)Iq c Q 0 'r — 00 N W Ca) C i 0 o -0 Lo - -� > a 3 0 N _ W W � z � N i C )� r,\ cf) } 4-co N V 0> co C U_ - u ce) X ry Q coJ� �o LL A-3.3 0015 I� i Bil t O 0 o • Lam./ 1�.. - .. O . . b - ..� ... O f NOTE �I .^ �2 SIM. NOTE_1 - I O Cj r f II BASEMENT REFLECTED CEILINGS PLAN 1/8" = I'-O" CALLED (p NORTH ACOUSTICAL CAULK CONT. AT PERIMETER. DBL. 2x4 TOP PLATE EEC SS EBO ARD 20 STUD WALL • 10o c. r THL SOUND rINSUL. r 2A 8LL PLATE SCHEDULED WALL BASE (BOTH SIDi� ACOUSTICAL CAULK CONT. AT PTER. TYPICAL NON -RATED WOOD STUD PARTITION. CEILING LEGEND ® SOFFIT GYP. BOARD CEILING LIGHT FIXTURES O D004UGHT EXHAUST FAN INTERIOR PARTITION LEGEND NON -RATED HOOD STUD PARTITION ..pup - .0.v_ I HR FIRE RATED 900D STUD PARTITIOK 2 MR. FIRE RATED IIIOOD STUD PARTITION pP-ONTINJOUS TO BOTTOM OF FLOOR DECK OR ROOF DECK GENERAL NOTES: NOTE-1 5/r TYPE 'X' GYP BD CEILING. FIRE -RATED CAULK CONT. AT P'ERRIETER. DBL. 20 TOP PLATE k: i/r TYPE 'X' GYP. k BOARD EACH SIDE 2x4 STUD WALL • Vac r TFIL SOUND 9NMFB� SUL 20 SILL PLATE SCHEDULED WALL BASE (BOTH IDES) FIRE -RATED CAULK CONT. AT PERRETER. 1 HR. FIRE RATED WOOD STUD PARTITION. UL DESIGN No. U305 FIRE -RATED CAULK CONT. AT PERMETER. DBL 2x4 TOP PLATE DBL. 5/0* TYPE 'X' GYP. BOARD EACH SIDE �x4K oft. Z6 STUD V AL1 3' THK. SOUND ATA KT�ATI ET1ONSAFBM) I BLMSUL. 20 SILL PLATE SCHEDULED WALL BASE 2 HR. FIRE RATED WOOD STUD PARTITION. UL DESIGN No. U301 TYPICAL PARTITION TYPES 3/4`-1'-0" SOFFIT (TYP) BOX AROUND HEADER (REFER TO WALL SECTION A/A-3.2) MAIN FLOOR REFLECTED CEILINGS PLAN CALLED NORTH I/8" = I'-O° 3' SOUND ATTENUATION BLANKET 3-SEASON 2xt WOOD STUDS • IL'ac SINGLE LAYER 5/r GYP. BE• PORCH BOARD EACH SIDE 1/7 PLYWOOD SHEATHING GYP. BOARD 34 2A WOOD STUDS u WOOD STUDS • IG'ac ✓ %� • Ii'ac. (TYP) , . Lc DOUBLE LAYER TYPE X 5/r K STAIRS — GYP. BOARD AT ENTIRE OP N G GALL. 33 I PLAN DETAIL A-1• A-4 3/4• - I'-o (2) LAYERS 5/r TYPE 'X' GYP. BOARD EACH SIDE Eli'm r� r 4'-0' 4 3/4' r-i0 V4' yr r it I3 VT STAIRS S/r 3 r-1 3/4' vY I of 1 V4' 5/r 33 SINGLE LAYER 5/r Bo xEAGCy4 •SIDE C KANMDT ATTENUATION 2A WOO STIRS � E C • rox- ITYP) r O SINGLE LAYER - 1 2x4 WOO STUDS 3' SOUND ATTENUATiOM VY GYP. BOARD 1; • Irac (TYP) BLANKET SINGLE LAYER AROUND CHASE 1/2' GYP. BOARD w LAYERS 5/r TYPE w AROUND CHASE 5 t� DT i GYP. WARD EACH SDE 2A WOOD STUDS � AS NEEDED r"YYfYYl'r j't f� i 1 f 1 `. '• + A l t (2) LAYERS 5/r TYPE 'X' - 3' SOUND ATTENUATION GYP. BOARD EACH SIDE BLANKET 3' SOUND ATTE14UATIO N 2A WOOD STUDS BLANKET IL'oc. ITYP) SINGLE LAYER 5/r 2x4 WOOD STUDS - TYPE 'X' GYP. BOARD • Vo.c ITYP) EACH SIDE v2' LL Y-1y2 I Vj' L (.3 VI L I V4' 3'-A VT I f V2' 9 I 4IF PLAN DETAIL A-1• A-4 3/4' - I'-O DOUBLE LAYERS 5/r TYPE 'X' GYP. BOARD EACH SIDE f2) LAYERS 5/r TYPE 'X' GYP. BOARD EACH SIDE 3' SOUND ATTENUATION BLANKET 2x4 WOOD STUDS a K'ax. (TYP) 3' SOUND ATTENUATION BLANKET 2x4 WOOD STUDS • 6'ac. (TYP) DOUBLE LAYER 5/r TYPE 'X' GYP. BOARD EACH SIDE 3' SOUND ATTENUATION BLANKET 3 � ft; z �z lu m O W w W �ZCC Ljj OD �_N < Y j J O < � � cn CC a HLLZ J V co Z w=Lu = W 2V� U>- UJ � 0 UJ V <Wo FW--0 o�N� W > O 0 U-L.Lj CC 0— 0 W U N 0 c cf) cn c Iq Q 0 _ �- co N cf) 0 0-�� a 3 0 co . LU W � Z co N I 0 _ �� of N I co co a N 0 N c0 ol _U i N f) C 0 x L Qcoda IL OL/II/02 A-� ATTIC PLAN CALLED NORTH �� PLAN DETAIL A-1• A-4 3/4' - I'-o 0015 l MAIM ld V2' 7W GYP. BOARD t)BL U 111111011 Im I/r METAL DOOR FRAME 1V 3Vr TYPE I - JAMB (HEAD SUM.) T TW SAND ATTEMI 70 BLANKET. 6/r THK. TYPE 'X' GYP. BOARD ON BOTH SIDES DSL 2A STUDS Vr iv METAL DOOR r. FRAME r Tw_ SOUND " ATTEMIA70 SLA102T. GYP. ARIDON,X BOTH !IDES DBL 234 STUDS Vr METAL DOOR FRAME 2' Vjj 4 3/4' r TYPE 2 - JAMB (HEAD SIM.) 3' TNK. SOUND ,. ATTENUATION BLANKET. S/r THK. TYPE 'X' `— eBOTT1l°DSIDES r DBL 20 STUDS Vr METAL DOOR FRAME 2' V4 I Vr TYPE 3 - JAMB (HEAD SIM.) 3' THK SOUND ATTENWTION BLANKET. yr THK GYP. SD. BOTH SAS 2A STUD f 1/IL' x 2 Vr BROSCO SK21 C4 CLEAR FINE CASING BROSCO CLEAR r V4' 23 ( t 1/4' PINE SPLIT JAMB r � TYPE 4 - JAMB (HEAD SIM.) TYPE 5 - JAMB (HEAD SIM.) TYPE L - JAMB (HEAD SIM.) r Tw_ SOUND r. ATTENUATION BLANKET. <-5/r Tw TYPE 'X' OR REGULAR GYP. BD. BOTH SIDES DBL. 2A STUDS 4- BROSCO "L21 CLEAR PINE TRIM 6/4 CLEAR FINE JAMB FRAME TYPES 1 3/4' DOOR FRAME SCALE: 1 1/2' - Y-D' 8' ALUM. SADDE PEMKO 2148A OR EQUAL GROUT SOLID CONIC. RSF ANCHOR AS REQ'D. TYPE 1 SADDLE TYPES SCALE: NO SCALE GYP. SD. SOFFIT H.R. GYP. BOARD -� C BATHROOM >R24 t 8 FI/A-s BATHROOM ><24 t 8 VA-5 1/4' = 1'-0' 4� BATHROOM 224 �II BATHROOM W 3 1/2' it C - ' -- BOARD ---- GYP. ABOVE - - 10 BIM. DPP. N L A-5 HAND I r ' 5'-1 V4' Y 4 C E 5 I i D �- G0 B An I F I o I M in FAL1 O ' L B D � 1 - E Z A-5 C GYP. BD. BATHROOM ><24 BATHROOM 010 3 V2' ENLARGED PLAN BATHROOM 424 t 24 A-5 1/4• - r-0• -- M YI BATHROOM1'-0' 1t24 t 8 VA-5 BATHROOM t12L BATHROOM $10 ENLARGED PLAN 2 BATHROOM 408 t 10 A-5 1/4' - r-O' DOOR SCHEDULE NO. DOOR FRAME FIRE RATOPENING ;SADM;]NOW GRP GL TYK REMARKS No. SIZE THK TYPE MAT CUT NADTH x HEIGHT TYPE MAT 81 S-0' x 6'-6' t w B MET - 3 NET 3/4 - - 7 - Bt B2 83 3 -0" x 6 8' 3'-0" x 6 -fr t l/r t w B MET - 4 MET 1 1/2 - - 7 ' - 82 83 B HET 1 MET - - 3 - 01 02 _ 03 04 05 3'-8" x 6 8' 3 8" x 6 8" 3'- 0" x 6*-8* S-0" x 6'-8" - - -- 6'-0' x 6'-8' 1 3/e C MET 1/Y 1 MET - i AUNL 3 _ - _ _ - W/ SiiELIWT _ ._-- 01 02 t 3p' 8 tb - 2 MET 1 1/2 1 3/r 1 3/1 - t W 8 8 _--- 6 w WD -- WD - .. - - 6 6 _ 5 tD _. _ _ _._ WD _- w - .. - - - - - ---_-- .- - - - . _._ - - 6 5 2 03 ------__ 04 05 06 07 08_ _. 09 10 . S-0' x W-8" 6'-0' x W-8" 3'-0' x W-S" 3'-0' x W-8' 3'-0' x 6'-8' 1 w 1 3/i 1 3p' 8 8 w ID - - 6 5 MA w - - - - - - - - - 5 2 6 - - - 05 07 06 09 10 B WD - 6 1D - - - - - - 1 3J� 8 B WD 1D - 6 WD MA 6 5 - - 1 3Jq - 6 11 12-- - 13 14 15 6'-O" x 6'-6' 3'-0" x 6'-8' --- 6'-0" x 6'-8' S-0" x 6'-6" - 3'-0' x 6'-8' 1 3,Ir' 1 3/r B WD - 5 MID - - — - - - - - - - - - - - - - 2 5 - -- - ------ 11 8 w _ -- MID I D - — - - - 6 - 5 6 - � E 1D - - - - - 12 - 13 14 15 1 314r 1 3p- 1 3/C - 8 B 2 5 1 8 IUD 2 MET - - - 16 17 18 19 20 3'-0' x 6'-8' ...- ---- 3'-0' x 6'-8' 3'-8' x 6'-8" 3'-0' x 6'-8' 3 -0' x 6'-8' 1 3µ' -._ 1 3/9' t W 8 _�. 8 8 rA ____ 10 m - -_-- - - - 3 _ ._.__ 6 4 6 MET MET MID 3/4 - 1 1/2 - - - 1 4 8 - - - 16 17 19 - 1 3/r 1 3/s' 8 ND - - - - 8 WD - 6 MD - - - 5 - 20 21 22 23 24 25 6'-0" x 6'-S' S-O" x 6'-8' 5 -0' x 6'-8" 3 -O' x 6'-6' S-0' x V-8' 1 W 1 3/r 1 3/e' 1 3/r 1 3/r B 8 B B 10 - 5 ID - - - 2 - 21 2Y 23 24 25 10 ID w WD - 6 ID - - - - - - - - - - - - 5 - - - - 5 6 8 MET MET MET 2 6 - - B 6 27 28 29 30 _.. _- 3'-0' x 8'-8' 5'-0" x 6'-8' - . - - -- - -— - S 0' x 6'-8' 6'-0' x 6'-8" S-0" x 6'-8" ! 3/r 1 31V --- 1 W t 3/1r 1 3/4' B __ 8 __ 8 8 B _�_ E -- - MAD MD MID ---- - - - S __ 5 6 -_ MD WD - - - - - - - - - - 5 2 5 - - 26 27 28 29 30 - - 5 1D - - - 2 - 5 IQ - - - 5 - 31 32 33 34 3'-Or x 6'-8' S-0" x 6'-a' -__ 3'-0' x 6'-B*- 3'-0' x 6'-8" 1 314- 1 3K 1 r 1 3jr 8 8 A 8 ID 10 MET E - - 1 - 2 4 1 6 MET MET MET 1q 1 1/2 1 1/2 - - 1 - _ ALUIY - 1 3 4 - - 32 33 34 L ABBREVIATIONS: AL ALUMINUM WD WOOD HR HOUR THK THICKNESS GL GLAZING MAT MATERIAL MET METAL HDW HARDWARE GRP GROUP DOOR TYPES NTS o�If GLASS GLASUB Rm TO rim TO SCHEDULE SCHEDULE W/ 12' CABINET WITH ADJUSTABLE SHELVES / \ .......... 10 BATHROOM 310 2/A-5 O GLAZING TYPES: TYPE I I' THICK TEMP. INSUL. GLASS 2• 3'-r 2' 2' r L zr f2' i I 1 2' f O ROOM FINISH SCHEDULE NO. ROOM NAME FLOOI�C'. BASE (NOTE 92) WALLS DOORS FRAMES TRIM (NOTE 64) CEILING REMARKS NO. NORTH EAST SOUTH WEST MAT PIN MAT PIN MAT PR4 MAT MAT FIN MAT PIN MAT 14H MAT FIN MAT FIN MAT FIN HOT S-OI BAENT CONIC - - - CONC - CONIC - cow - GS - MET PSG MET PSG - - GB - T-1 Ur a-ol B-02 GAINIMENT CONC - - - CONC - GB - CONC - CONC - MET PSG MET PSG - - GB - T-1 VV I5-02 US-03 AREAGAY CONIC - - - Go - CONIC - CONIC - CONIC - MET PSG MET PSG - - - - T-1 Vr 5-03 01 VESTIBULE RSP-I - MID SCS GS VWC GB YRC GB VWC GB VWC W MET PSG MET PSG GB PF V-0 V2' OI 02 LIVING RSF-3 - W WS GB NOTE 3 GB NOTE 3 G6 NOTE 3 GB NOTE 3 4D SCS WD scs GIS PF V-0 Vr (ALTERNATE Not) OZ 03 LAUNDRY RV-4 - W W3 GIB PSG GS PSG GB PSG GB PSG WD WS MET PSG - - GB PF r-0 Vr 03 04 BEDROOM RW4 - ID e� GS PSG Gb PSG GB PSG GS PSG W scs W SCS IN) scs GB PF r-0 Vr 04 05 CLOSET RSF-4 - WD SCS GS PSG GS PSG GB PSG GB PSG W SCS W SCS - - GS PF 8-0 Vr 05 OL BEDROOM RSM - W GB PSG GIS PSG GB PSG GS PSG W SCS WD SCS W SCS GB PF 9-0 Vr OL 01 CLOSET RSF-4 - WD scs Go PSG GS PSG GS PSG GB PSG SCS W scs - - GB PF r-0 Vr 01 08 BATHROOM RSF-4 - W SCS GB YWC Gb VWC GB VWC GB YWC 19D SCS W scs - - GS PSG 6'-0 Vr 08 09 KITCHEN RSF-1 - W SM GB PSG GS PSG GS PSG Gb PSG - - - - - - GB PF 1'-O Vr 09 10 BATHROOM RSF-1 - ID scs GS VWC GB VIIC GB VWC G8 VWC W scs W SCS - - GB PSG ✓r-0 Vr 10 II BEDROOM IM-2 - WD sCs GB PSG GS PSG GB PSG GS PSG W SCS WD SM WD SCS, GB PF V-0 Vr II t2 CLOSET RSF-2 - W SCS GB PSG G8 PSG GB PSG GB PSG I D SCS ID SCS, - - GS PF 6'-O yr 12 13 BEDROOM RSF-2 - W $CS GB PSG GB PSG GB PSG GB PSG IUD SM W SCS W scs GS PF !r-0 V2' 13 14 CLOSET RSF-2 - GD SM Gb PSG Gb PSG GS PSG Gb PSG W SCS Ip SCs - - GB PF 6'-0 Vr 14 I5 PROJECT ROOM RSF-2 - BD SCS GS PSG Gb PSG GB PSG GB PSG I D SCS WD SCS MID SCS GB PF E-0 Vr IS 16 DINING RSF-3 - MID GB NOTE 3 GB NOTE 3 GB NOTE 3 GB 3 WD 50 MET PSG Wp SC5 GIB pF 1'-O V2' (ALTERNATE Nat) IL 11 CLOSET RW3 - W SCS GIB PSG GB PSG GS m GS PSG W SCS I D SCS - - GS PP rr-0 yr 11 18 LIVING RSP-3 - W scs GB NOTE 3 GS NOTE 3 GB NOTE 3 GS NOTE 3 W SCS W MPT SC Pan W SCS GB PF 8-0 V2' (ALTERNATE No.0 I8 11 LAUNDRY RSF-1 - IUD SM GB PSG GB PSG GB PSG GS PSG WD SCS MET PSG - - GB PF E-0 Vr 11 ZO OEDROOM RSP-2 - W SCS GB PSG GO PSG GB PSG GS PSG WD SCS W SCS W scs GB PF Nr-0 Vr ZO 21 CLOSET RSF-2 - WD SCS GB PSG GS PSG � PSG G , PSG W SCS ID SCS - - Ge pF (r-0 yr 21 22 BEDROOM RSF-2 - W SCS GB PSG GB PSG GB PSG GB PSG WD SCS SO WS so scs GB PF S'-0 Vr 22 23 CLOSET RSP-2 - W SCS GB PSG GB PSG GB PSG GB PSG W SCS WD SCS - - GB PF !r-0 Vr 23 24 BATHROOM RSF-1 - W SM GB VWC GB VWC GB VWC Cad YWC W SCS W SCS - - GB PSG r-0 Vr 24 25 KITCHEN RSP-1 - W so GB PSG GB PSG GB PSG GS PSG - - - - - - GIB PF rr-01/2' 26 2L BATHROOM RSF-1 - W SCS GB VIIC Go Vol; GB VWC GB VWC W WS WD SM - - GB P54 W-0 Vr 2c 21 BEDROOM RSF-4 - W SM GB PSG GB PSG GB PSG GB PSG W SCS W SCs W scs GS PF E-0 Vr 21 28 CLOSET RSF-4 - W GB PSG GS PSG GB PSG GB PSG W SCS 10 scs - - GB PF rr-0 Vr 28 21 BEDROOM iRsr-4 - W WS GB PSG GB PSG GB PSG GB PSG W SCS WD SCS - - Ga PF 6'-O V2' 21 30 CLOSET RSF-4 - W SCS GB PSG GB PSG GB PSG GB PSG W SCS W 8CS - - GB PF (r-O Vr 30 31 PROJECT ROOM RSF-4 - W SCS GB PSG GB PSG w PSG GB PSG W scs W scs W scs GS pp E-0 Vr 31 32 DIIIKa RSF-3 - W SCS GB NOTE 3 GB 3 GB NOTE W 3 W SCS MET PSG W scs GB PF V-0 V? (ALTERNATE Nat) 32 33 STAIR RSF-3 NM M OD 30 GB PSG GS PSG GS PSG GS PSG WD WS MET PSG GO SCs GS PF tr-0 Vr 33 34 3-SEASON PARCH RSF-I - W 8CS GS NOTE 3 GS 3 GB NOTE 3 GB NOTE 3 W SCS MET PSG W scs GS PF V-0 Vr (ALTERNATE NoS) 34 35 CLOSET RV-3 - W WA ca PSG GB PSG CGIH PSG GB PSG W SCS W SCS - - GB PF V-0 Vr 35 3L HALL RSF-3 - GB WTE 5 CA wm 5 GB NOTE 5 GB NOTE 5 W � W SCS � 8C8 GS PF 5 -0 Vr (ALTERNATE No.1) 3L 31 HALL RSF-3 - W SCS GB TE 5 GS NOTE 5 GB NOTE 5 Coe NOTE 5 W SM W scs gD SCS GB PF V-0 Vr (ALTERNATE Nal) 31 38 HALL RSF-3 - W SCS GB NOTE 5 GB NOTE 5 GB NOTE 5 GB NOTE 5 W SCS W SCS WD scs GB Pit V-0 Vr (ALTERNATE Nal) 38 31 HALL RSR-3 - ED SCS GB NOTE 5 GB TIE 5 GB NOTE 5 GB NOTE 5 IUD SCS 110 scs W SCS GB Pf V-0 Vr (ALTERNATE Nal) 31 �_Alp �3 c n S/ F- 0) 12 I— Z O W CC < i.IJ N � >�0 ujZ cn w 0 <�3 cd cc J �C wLLZ �> < �6 cc w J = Ll.l U Q � O W = w Vi aU5 �w Lu 0 Z <w0 U r>,c oCS� NOTES NOTE 0 NOTE 82 NOTE 83 ONLY3 AT TOP OF STAIR WOOD WALL BASE TO BE CLEAR PINE SROSCO I BNNM MAL' x 4 V41 ALL WALLS N ROOM TO HAVE CHAIR RAIL ABBREVIATIONS AL ALUMINUM EXP EXPOSED COL COLOR FIN FINISH CONIC CONCRETE GS GYPSUM BOARD GL GLASS MGT HEIGHT RSF WC NIGH FACT WALL COVERING PP MAT MATERIAL PE MET METAL SCS PSG PAINT SEMIGLOSS RESILIENT SHEET FLOOR VWC PAINT FLAT WD PAINT ENAMEL STAIN CLEAR SATIN VINYL WALL COVERING WOOD o�cc O CL - zz X 0 �co 0 O Q ,• Z AT Y-4' TO TOP ABOVE PFL. CHAIR RAIL TO BE CLEAR PIE BROSCO s NK21 MAV x 2 1/" OTH 93 FINSH. TOP OF WALL WTrH FINISH AND BOTTOM GYP. 50. SOFFIT GYP. So. SOFRT� WALL ETN VWC 1'ISSH. VVC CORNER CASKET b OWNER CABINET �-- NOTE N TRIM ECLWESs WINDOWS INCLUDING CASING ' x 2 Vr) c -- W W CK41UR ALRAL ND/S is U � a) HANDRAIL- W/PSG � PRN OPEN-7 � � i - 3< 4: C 0 C NOTE $6 ALL WALLS N ROOM TO HAVE CHAIR RAIL o FILLER fILIER PRE -FORMED PLASTIC W D AT 3'-4' TO TOP ABOVE FFL CHAIR RAIL CORNER CARNET a; PANEL PANEL 1'-0' LAM. COUNTERTOP (n Iq TO BE BROSCO 8 SM MAV x 2 Vr) 4' BACKSPLASH (TYP) Q- vv WITH SM FINNH. TOP OF WALL WITH PSG FINISH AND BOTTOM OF WALL WITH HINC. - CD c 6C - - R CAB STOVE D/W _ CV N✓3c - WITH SHELF S (NIC) 3L 3L - N �[ TOILET ACCESSORIES SCHEDULE A IEROR: TEMP. GLASS. STABS ESS STEEL ANGLE FRAME v $ATM MSK E W. x 34' H. BY SMOCK Ca MODEL sE-210 ON - B-- GRAB SARS: 1 V2'^DIAM. STAINLESS STEEL SATIN FWW W/ EXPOSED O MOUNTING BY SMOCK Co. MODEL fE-M x 34'L. -- OC GRAD BARB: 1 V2' DIAM. STAINLESS STEEL SATN FINISH W/ EXPOSED ?MINTING BY SOSOCIC Ca MODEL sE-Wi x 4rL. OTOUT PAPER DISPENSER, STAN ASS STEEL W/ SATIN FRSSN -- BY SMOCK Co. MODEL 96-441 O GRAB SAW I Vr DIAM. STAINLESS STEEL SATIN PUNISH IN/ EXPOSED T - -MOUNTING BY WOO= Co. MODEL A-6104 x 24'L. -�--- OSOAP DISH. STAINLESS STEEL BY SMOCK CO. MODEL s M-cd00 OTOOTHBRWH/ TUMELER HOLDER. STAINLESS STET. [BY SMOCK CO. MODEL s B-c11. FEAT WELDED JOINT CONT. EXTRUDED VINYL EDGE TOM. VINYL SHEET FLOOIWj�l r-�GLASS SHAIER ENCLOSURE 2 2 ` '4 2 A 1 WATERSHELD V � 1 tEMS 3✓4' COX PLYW. DECK i I 2 x 4 P.T. LEDGER (CUT TO Kn f WATERSNELD METAL HAWAM r 1 Q IO SHOWER PAN MEMBRANE DTL. SCALE: r - r-w ` ._ L 1 KITCHEN ELEVATION ..�� 2 KITCHEN ELEVATION 0 C 0 % 4/A-5 4/A-5 > 0 N CORNER CAB. GYP. BD. SOFFIT CAB. UNIT LOCKS W/ - W z PILLER PANEL I ��- - 1 ` I � I 2 o I "IL (ICJ I (om) t t L---------- 3 KITCHEN ELEVATION �� KITCHEN ELEVATION 4/A-5 &GALE: v4' - r-0' SCALE: v4' - r-o' 4/A-5 3 LAUNDRY 419 A-5 V4' - r-o' GYP. W. SOFFIT • 4a 3L FIXED (No (NIC) I LAUNDRY RM. 2 LAUNDRY RM. 3/A-5 v4' • r-O' 3/A-5 SCAM- v4• - r-O' i PA - Y -' PA - - Y - 12 .. 30 24 , 3t 24 3t 4 •� PLAs. LAM. COUNTER TOP •� it 30 34. OPEN J r J i~ -- - --- -------- - - - - -� i-- rt+- FOLDABLE _ --- ----- __--------- EXTENSION - I LEAF. / \\ -------J r-- 1 1 � 1 I � Of to NOTES: • SS -SINK 1. ALL KITCHEN APPLIANCES BY OWNER - - 01 to I INSTALLED BY G.C. 2. PROVIDE PLASTIC LAM. ON ALL EXPOSED I - - - SURFACES. I 0 O 2 A-5 4 n nY (�"c) 3 ,-4 1, / / \ / ♦ \ r----� REF. -----)�� I ! ------- nm ���-Ii _oxl - / J I I UNDERCABINET ROTARY SHELF W i o °� co v) +- a0 0, t� Q ) - 00 q) C U L U 0'co 0 X Lv QcC�CL LLD OL/II/02 TMH A-5 4 KITCHEN/ STAFF COUNTER A-5 SCALE: v4' - r-W 001� r.' I/r CO UP TO NPWH - SUMP PUMP IN PIT - IV DIRT LEG VIDE •I GAS GAS �K TO FURNACE PURNISHED BY M.C. TO SEPTIC TA r ii! I� i j! iI( 1/2, CW UP I k TO NFWH ; I HOT WATER HEATER 4' SEE DETAIL B/PI f ( 3/4' I1 /4' ; 1 W. _ PVC _. _LZJ _ r - ,� -- ^ _'_ _ _ r- ENT U F _ - - r /rH t CO. rW z I/2' IP TO BATHTUB- CO W 3• r- 1' ( r W, 3' CO r TO BATH UP 2' 00 I. J2 UP V. UP W. ; 1/rCW 4'MI. UP Up ' 2'V. UP V2'H ICW, TO r 1/2'CO, 4'11. '} G TO WCS. 8P TO SH r UP' TO WCS. H40 3/4' • - ----- - - N 1 3/4, 1/714 I CO 2V UP. 3/4 V2' _ - _ I _ - -- V2• - PRMER 3/4' TO SH. I/2'H I CW. TO TO SINKS (EACH UP TO LAVS i V4• 140 i/2'HtCO.TOIV CHECK Y 140----�-� G of UP TO LAVS. I VALVE I I VT ' G G TO SEPTIC TA 1/2' CW UP� TO IA i 4• W. I 140 4' FO I CO 140 -T- 140 - C i i'70OW U8FIER r W. _ 2• ,l r •� CO Vr NOHNU t CAI. 2' W _ r _ _ - _ - i UP TO WASHER -} 1/2' CW UP WATER I ' r - _ UP ! TO NFOH _ ENTRANCE 1/2, CW SEE DTL. TO NFWH A/PI- I 74 j! BASEMENT PLUMBING,: FLAN 1/8' = F-O" PRESSURE GAUGE ITYP) �t---r CW- 130 SPRINKLER SYSTEM BY FIRE PROTECTION CONT'R. (REFER TO DWG. SPR-D w . WATER PRESSURE RED'G VALVE W/ BUILT-(N STRAINER WATTS =U5B OR EQUAL WATER METER PER TOWN OF QUEENSBURY WATER DEPT REGULATIONS. DATER ENTRANCE DETAIL SCALE: NTS NOTE: ENTIRE INSTALLATION t VALVNG VARIATIONS PER TOWN REGULATIONS -COORDINATE W/ TOWN WATER DEPT. TERMINAL TEE VENT W/ SCREEN L--PITCHED ROOF t20 V. WIRING BY E.C. _ _ 120 VOLT AUTOMATIC TIMER KIT: `-'' TC WRING BY 120 VOLT PROGRAMMABLE. f E.C. B 1 G MODEL TC-I OR EQUAL (ALTERNATE Nob STRAP ON AQUASTAT.-1W0 VOLT B 1 G MODEL AQ-1/2 vrr�i EQUAL. CIRCULATOR - 120 VOLT BIG 140--�-> MODEL INSF-85/LW OR EQUAL. SOLENOID VALVE ASCO OR EQUAL r 3/4' : 3/7F - - 0�= EXPANSION TANK - THERM-X-TROL 8ST-12 OR EQ. MIXING VALVE MV INTEGRAL ' r r STRAP ON AQ&TAT.-ISO OLT B 1 G MODEL -1/2 oR UAL. CHECK/ STOPS. I PONIERS MODEL 428 SERIES 111 140 OR EQUAL � RETURN �- CIRCULATOR - 120 VOLT BIG MODEL XNSF-88/1.0 OR EQUAL. 3' PVC VENT SYSTEM W/ COND. TEE r - - - TEMP/PRESSURE RELIEF VALVE - 3/4' i WH i WATTS OR EQUAL PIPE DISCHARGE TO + 4' AFF. TYP. ( GAS 1 RED POWER VENT WATER HEATER. G ( I 15 GAL. TANK, 15 MSH INPUT. 14.1 GPH RECOVERY • 90' TR.. 120 VOLT. INTERMITTENT ELECTRONIC PILOT I I A.O. SMITH IPPSE-IS OR EQUAL, I I DRAIN VALVE DIRT LEG---> - - - CAP BLOCKS DATER HEATER DETAIL B P-I SCALE: NTS MIRING BY ELECTRICAL TRADE 4• TO SEPTIC TANK PLUMBING GENERAL NOTES 0 -1/r co UP TO NPWN r---- r-- NM111H CO. 2'. rN DN. TV GAS METER BY NI10 I <--- 4' Y.T.R. 44- PITCHED ROOF I 4•I I I I I rIT I I I I I I "" L I L i I DW TIE -A I I i r r ( r FD i SH WC I WC -V I 4' CO I r r 3' I o0 4' WASTE It VENT SCHEMATIC SCALE: NITS (MEN'S SIDE OHM MOMEN'S SIDE IS SRLAR EXCOT NO PO) r E. NFWH ««e g gX C= rF- o � � o VT CO ON. loop { ~' 3FROM WATER HTR. i� f ON t UP THRU ROOF. { 1 TERMINATE IN ( I r OWN. TEE _ TV. ON, TV. RISE t RUN THRU STUDS I + TO 4'V. STK. rW. ON. TV. RISE i - -_, • UKAFAL-}4) 1 RUN THRU STUDS ---. VTK t CIL TO TO 4'V. STK. PROVIDE Vr VALVED I i HW CONN. TO DO. PD TV. up ATTIC- + r W. CONNECT TO V.T.Ri 4 ' 2'V-THRU STUD 1 DOWN .TV. IN ATTIC �= _� --. I/2' CW ON. . 4N. UP SUM " T. UP _ I - -=�----- -=_- NFWH - { - - l OFFSET IN ATTIC OFFSET IN ATTIC I 1 t 4' V.T.R. f 1 4' Y.T.R. , 1A ;� Tr - LAY. tr-ArW 1/2' H t CO. 1 1/7111 g/�, PROVIDE BAC. TO SAC. MANIFOLD y TV. IN ATTIC TV. N ATTIC TO ON. TV UP { 1i I{ I/7H ICW. 7Wb. f ' VrCWON VrCWDN ti 17 f NFN4 NNW MAIM FLOOR PLUMBING PLAN (;p CALLED NORTH h L ALL PLUMBING WORK EQUIPMENT AND FIXTURES SHALL of E P1TrkG6 - INSULATE PER MANSPACTIRER'S REC011lEIDATSONS. F. LAVATORIES K. WASHING MACHINE OUTLET DOX: INSTALLED N CONFORMANCE WITH ALL LOCAL ORDINANCES. L VA'% DY G.C.. SM VRREOUS CHINA. L TYPE, r DRAIN, (2) 1/4 TURN SHUT-OFF VALVES. INTEGRAL WATER REGULATIONS AND PLUMBING CODES AS ADOPTED BY THE STATE OF F. OMIT INSULATION AT THE FOLLOWING- I OCATIONSe 20' X MT,PF�AUUCCET HOLES 4' OC. FRONT OVERFLOW ANWTOft OATEY 38%, OR EQ. NEW YORK AND TOWN OF QIEENSMY. L SCREW UNIONS: TOMATE NSILATION NEATLY AT BOTH SIDES ADA Co"--0114 OR EQUAI. OF UNIONS WITH PLASTIC NSULATIOIL al *OR-" L. FLOOR DRAINS: 2. PLUMBING CONTRACTOR SHALL MAKE ARRANGEMENTS AND INCLUDE 2. VENTS TO ATMOSPHERE. ORES PROM SAFETY AND RELIEF 2. FATNGS/TWK SUPPLIES ATH LOOSE KEY. STRAIGHT -STOP AND L PO DURA-COATED CAST IRON. BOTTOM OUTLET. ADJUSTABLE ROUGHING. ALL ASSOCIATED COSTS. NTH REGARD TO PERMITS. TESTS AND VALVES. AND EXPANSSIM 6ATC WALL FLANGE, MAGIMRE 068-WC OR EQUAL; TRAP. MAGUIRE :NO2 L' S. TYP! S. NICKEL -BRONZE STRAINER -DEEP SEAL TRAP. VT TRAP PRIMER NECESSARY INSPECTION REQUNRED BY THE BUILDING OEPARTMIENT. & EXPOSED HOT AND WATIN SERVICE CON ICIMONS TO i (m OR EQUAL. CONN'N. 21�N ZN4I5-6" SEWS OR EQ. 3. PLUhSI1G CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING PNOTIEEMGL lDCTIRF� N PI85HED SPACES MLEii OTHER E S. PANIf2£TS: CHROME PLAtlD SfiGLE LEy�, SPRAY OUTLET AND PATCHING REQUIRED FOR THE INSTALLATION OF THE PWMBING ADA COMPLWtT. OELtA K�-�iiGM1iDP OR EQUAL SYSTEM. ALL HOLES SHALL BE NEATLY BORED 11TH M WIA L DAMAGE CL SYSTEMS SHALL BE N COW0011ANCE TO NY$ ENERGY l2. WATER HEATER - DO NOT CUT ANY STRUCTURAL MEMBERS •THOUT PRIOR APPROYAL, CONSERVATION CONSTRUCTIOII CODE G. SINKS A WATER TER SHtALL BE POKER VENT MODEL FPSE-T5 AS PROVIDE PRE-RETAIIIDANT CAULKING AT ALL PENETRATIONS OF RATED MANUFACTURED BY AA. SMMTII OR EQUAL. PARTITIONS - 3 M 'FIE BARRIER' OR EQUAL. L >)MG M GA TYPE 34Z STA�MpLLpE�SS DOUBLE BOWL. I. HEATER SHALL BE INTERNALLY GLASS LINED AND GAS FIRED. K 0 GENV UAL. �DFOLLOIEN. ARE TO BE NS LATM EQWAI•. M A BTTt/ I T "D. BASKET/St -- OR 4. COORDINATE ALL WORK CLOSELY MATH ALL OTHER TRADES TO EQUM'PED TO BURN NATURAL GAS. DESI€'iN CERTI'1E0 TO THE AVOID CONFLICTS. 2 DOMESTIC SNOT NATO AND RECIRCULATIOIL A �TQF TM P-TRAPS N/ DISFMASIM CONNECTION. 2. HEATER SHALL LATEST ANN STANDARD BY THE AMERICAN GAS RA Ti M/N WITH A ON. S. RUN ALL PIPING PERPENDICULAR OR P �E�L TO THE dWIDItGF L ccvvPAUFICET: AfaA COMPU/1NT SINGLE LEVQR I' SPROUT. AERATOR. RECOVERY CAPACITY OF 14.1 OPH AT W DWO REES F. TEMPERATURE WALLS AND SECURE ALL SYSTEMS TO �G STRUCTURE WRH E PLLRdIIG AXTIRES AND ��� SPRAY OUTLET. DELTA �00-WFELHHDP OR EQUAL. RISE. AND A MWiIR1 ENMY FACTOR OF;� NCH HAS BEEN APPROVED FASTENERS AND TE HANGERS AND BEST TRADE PRACTICES, NRTPEO AND LISTED N THE GAS APPLIA MAMIIPACTIRER'S A. INSTALL N ,pF ETN oEST TIRADE PRACTICE FOR ASSOCIAWWS LATEST EJ mom OF THE CONSUMERS DIRECTORY OF L VERIFY ALL INVERTS FOR UNDERGROUND PIPING SYST7@S - PATCH COMPLETE MC ?KLA K SHIOW CERTI'ED EPPICENCY RATINGS FOR REBID (W RATER HEATERS ALL DRAINAGE TO INVERTS SHOWN ON PLANS - PRC1I DRAIUGE AT A AND WATER HEATING EQUIPMENT. MINIMUM OF VI'/FT. SL F��D0VVI1 �ALL MNCWLLAI SM REQU IPM FOR L amm AND C RM 3 SDED I 2V STAINLESS 3. THE WATER HEATER SiiALI BE EQUIPPED rTMI THE TtiR60 SHOT 1'OOMPLE7MI MSTALLATIOIL (FIR S. RETRACTABLE 'V SLATTED SEAT INSTALL IN COMBI18TION SYSTEM. TO LIMIT STANDBY LOSS AND ENHANCE 1. REPO TO A� DRAWINGS FOR THE FINAL LOCATIONS G MREL7S8� N- W'6 4'DK13'H. NVAC BY SILC RAPT-MtSDEI 6030M COMBUSTION. AMID CERTRID POR POW VINTNG APPLICATIONS UP OF ALL PVtMS AND EOUIP ENT. C. GENERAL, ��FROro ,C PLUfIlgNs TO 40 FEET � STANDARD PVC. CLASS ISO. SCHEDULE 40. OR PROVR ADDITIONAL RATUM AS POLLOW6: CPVC VENT 8. PIPE AND VALVE IDENTI9CATION CONFORM TO AN AWL AS Ail OF A SOAP DISH 4. THE WATER HEATER SHALL INCLUDE A L FOOT PLUG-IN CORD AND PIPING: PRESSURE SENSITIVE VINYL MARKERS MTHI STANDARD WALL MaY MA � �THM �FL 8 B. PROVISION MR DIRECT CONNECTION TO STANDARD ELECTRICAL MARKINGS -SET ON STYLE 'TA S -EQUAL. - SET ON OR EQUAL. AID THE BOORS OR WALL EflMs�wlT'E, r N NT C. M� LETE SHHOOM PRESSIIREAIN ON PLEXNU �-BILAN MIXING VALVE S. SLOWER SHALL INCLUDE PRESSURE SWITCHES. WHICH WILL SHUT VALVES: STANDARD t3RA88 TAGS ROUND VALVE CHART: VINYL POUCH TYPE WITH PLEXIGLAS FRONT. PLASTIC'SILICONE'. a/ TIKG SHOWER IMND ON SLIDE BAR VALVE SHALL HAVE DONS POWER TO THE BURNER N CASE OF VENT FAEURE DUE TO eGWN1I DRAILM�TiRE STOP AND CHECK STOPS. DOMNDRAFTS OR VENT BLOCKAGE. 4. TESTING: WASTE AND VENTV - WATER TEST TO AT LEAST OF DY SUPPLIERIDELTA OR EQa r CHROME PLATED L. HEATER SHALL HAVE A MINIMUM WORKING PR ESSURE OF KO PSI. HEAD AND ALLOW TO STAND FOR MINfJM 2 S - AIR TEST. E a TRRINGS: AMID NOMINAL STORAGE TANK CAPACITY OF Ti GALLONS WITH A -' AUTHORIZED. 04EN HEATHER CONDITIONS MAKE WATER TEST L ALL SUPPLY AW FMTTMNGS. FAU(RT OT�OP RELIEF VALVE OPENING. IMPRACTICAL. WATER -SUBJECT TO WATER TEST WAR 100 PSI VALVE �� ��AL TRIM Tt 0 L BATNTID-A (ALTERNATE N� 1. TOSHUTOFF ENSEQUIIPPED GAS SUPPLLYHINAEVEN OF EXCESSIVE DEVICE PRESSURE FOR 3 HOURS. DISINFECT SERVICE MEAN AND BUQDING SYSTEMS MOMS CHLORINE 'HTH' SOLUTION FOR ?, HOURS.OR�� ALL ACES BE P0M.15HED AH L 00MlNAll10N OAT.HING/ _ TUB. SIDE ENTRY. REINFORCED TEMPERATURE IN TANK 10. INSULATION 2 UlIONS 011 M gyp( �!'_TRArie >� OR RANGE JOINT MELL NSTIILLATION� N/ HEAVY DUTY HINGES. e. OUTER JACKET SHALL HAVE A BAKED ENAMEL FINISH AND HEATER A. TEST, INSPECT. AND CLEAN SURFACES OF PIPING AND EQUIPMENT UNIONS OF �T WAN � iVPT RII� OR VINYL GASKETS. A& /gyp ply, TOR OL iXB1i0LE N/ EASY REACH SMALL HAVE A !YEAR UNITED WARRANTY. BEFORE APPLYING INSULATION. APPROVED. STbTINI ABLE S. 3/4 NP OR. SYS'MEM N/ 2 JET B. INSULATION SHALL BE APPLIED BY EXPERIENCED PIPE COVERS M>. TRAPS% U MITER IEAL OF 2'. PROVED CAE WRAS$ NVACARR AC',M 31W SYS70 BY SLCRAFT. FOLLOWING BEST TRADE PRACTICE. CAMEO BY MAN UPACTURER'S PRINTED INSTALLATION DIRECTIONS. FAUCET t MIRE PRESS( SHIONER V/�,yE, Ut~it ONr HALL HOOK E WA'MMlR"CLOSETS. A M, SrO1IT OH/F W/�[D. NOgI,F ` /Np 2 JwIT M#RLI�OOL SYSTEM W/ C. WHERE SPACE MILL NOT PERMIT APPLICATION OF SECTIONAL L GENERAL: FLOOR OM OUTLET. d OMICaA11'.D ILL sy ACTLIM FOR OWALLATMON BY PLUMBING INSULATION ON PIPES N WALL CHASES, PACK CHASES WITH LOOSE �TE m' HOMTLMTIIR FILL INSULATION. ALSO PACK OUTSIDE WALL CHASES. St�CT TO GALLON?. G�a�I T SINHON JET T CAPS FREEZING, WITH LOOSE FILL INSULATMOIL Cr H RRI - f0E-TO# OR iQWL p�QN� �p� N D. AVOID DIRECT CONTACT BEMNEEN PPNG AiMD StMPIMT1NCi 2 SEATS INfA�ry OIRY NHfE FOR ELOIHGATED L C DAME L OIL! (6ACK - � R��JLiING1A5iN�ALL HANGERS. HANGERS SHALL PASS OUTSIDEp� RMGD INSULATION DON. N OPEN PI w W OGVRft, GtSO1RE OR EtlUAL (CALCIUM SILICATE OR RIGID ELASTOMERIC. URETWINE OR STMAIIIIE 24' ALVE MALL BINDER FOAM). HANGERSAND SADIXM SHALL NOT PERM INSULATION. AND EQUAL 3 VALVE NRN SOP AND StPN.Y T1lE. MACtINRE OR T*. � HIAIDN.E V ALL VAPOR BARRIERS SHALL BE U IWOKIIM AND CONTINUOUS. VA IV IL EM TA 0 OR W. PLUMBING WORK LEGEND AND ABBREVIATIONS LEGEND BALL VALVE NISCO 9S 580 ( T 580 ) OR EQUAL. CHECK VALVE "- NISCO sS 413 ( T 413 ) OR EQUAL. .�_ GATE VALVE NISCO 83 R3 ( T 113 ) OR EQUAL. --{ (�-- UNION .- GAS COCK 14AMMOND = 550 OR EQUAL co Il CLEANOUT(THREADED PLUG) J,J► NON -FREEZE HOSE BIBB ^1, W/ VACUUM BREAKER NPOH WATTS SERIES FHB OR EQUAL +24' AFG - - - - - - V - - - - - VENT (V) , V.T.R. VENT THRU ROOF W SANITARY WASTE IW) ABOVE GROUND PVC, SCH 40. W/ DRAINAGE PATTERN FITTING OR COPPER DMV W/ DRAINAGE PATTERN FITTINGS - SOLDERED JOINTS COLD WATER ICW) -- -- HOT WATER 110'F (HW) 140 HOT WATER HO'F (HW) - - - HOT WATER CIRCULATION (HWR) COPPER TYPE 'L', WROT FITTINGS. LEAD FREE SOLDERED JOINTS, G NATURAL GAS BLACK STEEL - (ASTM A53) - MALLEABLE FITTINGS - THREADED JOINTS INSTALL I TEST PER NFPA-54 I NIMO REGULATIONS ABBREVIATIONS AFF ABOVE FINISHED FLOOR I.E. INVERT ELEVATION AFG ABOVE FINISHED GRADE LAV LAVATORY CO PIPE LINE CLEANOUT 5 SINK WH WATER HEATER VTR VENT THRU ROOF E.C. ELECTRICAL CONTRACTOR WC WATER CLOSET PO FLOOR DRAIN SH SHOWER G.C. GENERAL CONTRACTOR OW DISHWASHER MC MECHANICAL CONTRACTOR WM WASHING MACHINE itW1I o II- m Zui 0) LLI ^. F Z 0 CC CL U N 00 Lu > J cc O Z�3 W T LL cc Lu U co RlI _ w=W o U 5 � ui a cc C) C7 <wo z Da_cc o0 >Oo J ZI=X _ C 0 NZ W U cn a� 0 c cf) c Q 0 0 {- (10 CV C C 0 0 o N g ce) N C W WIvZO`iv 0 I ( C (y) �- s` co C), N a)o co U u ce) 0 v Q coV � LL F - I 0015 1' SPRINKLER RISER. REFER TO PIPING SCHEMATIC ON THIS DRAUNNG. 1 I SLAB ON GRADE ::—Tr 1!_�-1--- y I I I �- II 11= 11 r-10 I I r Ili III I. �R I I i I' I I r I' H H r I I I I I l i j/ j II H i t H li II II I I ) Wl/// )�Iifj � I I I I 1 1/4' 11 , 1 ,� �:4. " RISER I I jl RISER i I S _ RISER 5 1 1 I I I I I i i --- S S 0 a-- I I _. S S I I 31 I + 2- 2- I I Z.II1/1• 11/2' r i` t i it I I � I n I I I - = I s 1 I I 1 I/4' 1 I I I I I I/4 II I I RISER RISER I II II r 11 1 I I 2' r I I' I I I I I I• I I t l H H If $ S 1 S I tY- 5-----__ II IIS -T- S I. _ _j --------Z-'--`-------�JI�----------�-�-- I---------L f J-1 I� I SLAB ON GRADE I BASEMENT SPRINKLER SYSTEM PLAN a] 4' TO AUTOMATIC SPRNKLER SYSTEM PRESSURE GAUGE DRAM I TEST CONNECTOR FLOW SWITCH I t BACKFLOW PREVENTER WATTS OR EQUAL$00T SERIES 1 Z' CW - 130 SPRINKLER SYSTEM BY FIRE PROTECTION CONT'R. REFER TO WATER (REFER TO DWG. SPR-0 ENTRANCE DETAIL ON DOG- P-1 SPRINKLER PIPING RISER SCALE: NTS : MAIN FLOOR SPRINKLER SYSTEM PLAN NOTES: I. ALL PIPING SHOWN ON THIS PLAN IS INTENDED TO BE CONCEALED VERTICALLY IN WALLS OR HMONTALLY IN SOFFITS FURR 44ED BY CONSTRUCTION CONTRACTOR. 2 SOFFITS SHALL BE BUILT AFTER SHEETROCK 15 N5TALLED ON WALLS I CEILINGS AND PIPING N PLACE. 3 SYSTEM SHALL BE HYDRAULICALLY DESIGNED. INSTALLED I TESTED N ACCORDANCE TO LATEST EDITION OF NFPA- GD. 4. PITCH ALL SPRINKLER PIPING FOR POSITIVE DRAINAGE OF SYSTEM 5. PROVIDE DIRE RETARDANT CAULKING AT ALL PENETRATIONS THRU FIRE RATED PARTITIONS. 6. COORDINATE CLOSELY ENTIRE SPRINKLER INSTALLATION W/ ALL TRADES IIE-LIGHTS, PIPING. DUCTWORK, ETC) CALLED NORTH SPRINKLER SYSTEM LEGEND AND ABBREVIATIONS LEGEND SPRINKLER MAIN UPRIGHT HEAD --�— CHECK VALVE SIDEWALL HEAD UNION O RISER ABBREVIATIONS E.C. ELECTRICAL CONTRACTOR P.C. PLUMBING CONTRACTOR G.C. GENERAL CONTRACTOR H.C. HEATING CONTRACTOR ac 0) Ww� I �ZO O<..UN � Y > O J F-�3 W u- Z Q c W 0 m L W = w cf) w 01 crn W W z >00 cc 2 cc 25 CL 0-0 cf) ncl) W U (n 0 c U) � c Iq Q cl- 0 _ CO E 0 0�� co - W w 'W Z � N I C � N � } ? 00 N V c 00 U `� so L Q (r)V c- I.I.. 04/II/02 SFR-1 0015 C 51 r INTAKE HOOD Wl/ INSECT SCREEN iN BETWEEN FLR JTS. PAINT OUT TO PITCH SIO NG. 12'X8' DUCT--+ MeF & h '.. ` 7 T! r 18'Xi2- DUCT Y WXr DUCT W+ GAS FIRED PURNANCE (Fi) H_ SUSPENDED FROM STRUCTURE W/ TREADED RODS W/ VIBRATION ISOLATORS t ': FEAT RECOVERY VENTLATOR (HRV) MOUNT TO HALL 4W A". r3e `- UNIT SIZE RET. AIR PLENUM i I +- 24'X 231X 4r L. UNIT SIZE RET. AIR PLENUM +- 24'X 23' REFER TO PIPING 1/r RS. 3/8 LR TO ACC. 12' CONC. BOX Er 30. RAR ABOVE — SIZE co 21'XX 23' a fA (NOTES: WEST SIDE MECHANICAL ROOM 1E SIMILAR BUT OPPOSITE HAND. RUN ALL DRAINS TO CONDENSATE TANK/PUMP SET. ffURNANCE. COOLING CON.. DUCT SECTION WV HUMIDIFIER) MECHANICAL RM. PLAN 1/4" - )'-0" R BASEMENT MECHANICAL PLAN CALLED NORTH HUMIDIFIER - RM 1/4-CW FROM NEARST HATER LINE. PROVIDE SADDLE VALVE, COOLINGCOIL MODULE V UP BETWEEN FLOOR JOIST 3' PVC V. AND COMB. AIR UP 33' PDE V. BY PLUMBING TRA8' EXHAUST DUCT UP THRU ROOF, (� W X 2 1/2' X L' RIS UP TO BAR © 14'X2VTX1'RDUPTOBAR © 14'X2V2'X4'RBUPTOSAC, Q W X 2 1/2' X L' RB m/ SHO (6X4 RAR-Al PAN SCHEDULE e- LUA CoLm Woo INTIMCPAT 61" N1514AL OACKORMT MW 200 Gii EACK 2S IONEI; W y. E3 AMPS (ROAN NOM SaI at COMPLETE N V COIW PAN/ LlW SNTpH WN ADJUSTAKE TIME MAT SHUTOFF " 1H11 am IY CONTRACT. R4 t 8 BALE PEATM AS ABOVE iiICrIRiAIG WM NO CM #a tE SOIL O0 V. o l AMPS goo NOW 3N OR EaIAL Ei I 1 NOT USED KRCHEN N000 W V.11, U AAE/M�AI &S PA%S UL LJt1 ME INIVA MOIL Sir OR M�OOE 6 R 00 � �K.WINATED EATHEER LOW INKED WOOL MW ATll�YHNTLA (ALTH3lMAN 11162 NITOW i M OF Y HRPSC OR 1"L, W CFII V4 W W V. U AMM COMPLETE W M00a W N i AUTONA11C ADJNiTABLE TffMOSTAT-LOGITE N ATTIC VACS KING NY ELECTRICAL CONTRACT, FURNACE Coom IV UNIT SIZE +23'X24- PLElNM LFILTIR IRACKET TO GALL SECTiON THRU MECH. RM. 1-I 3/8- - 1'-0" ,J wIDPER t! 1 BAR C 100 CFM ISOAR OCFM �I `D BAR 100 CFM ACC-1 , ACC-2 BAR 100 CFM i i RAR-B { SAR [BAR i BAR�!T5 CPM EA. 5 CPM 150 CFM EA. BAR SAR ! t ±i ISO CPM EA. �P i5 CFM It „ 15 CFM RAR-A j RAR-A RAR-A RAR-A { RAR-A ' RAR-A ;I 3' PVC VENT BY I PC. UP AN Ir SO. U P-TEWSIATE - ' i3i�R BAR 3' PYC UP ! ON - N HH m ELM 3' I �BAR iN CFM 15 CPM CONCENTRIC VENT CEliiD LOUVER. 125 CF r' TH RUI ROOF ."" BAG N11077— mF-I ATTIC VENT Ow ATTIC VENT .i15CFM EF 13 ! RAR-B r DIA - i r DIA. I --- - i _ t f I RAR- u-. ! — — P.C. I HO�RZUP-TEAMATE S -+- i' ROOF TO ' UP THRU a "OR Loa" r EA. F T ORS CAP : § X. I 0 CFM 4 E�-2 1 WV CONTROL i HRV CONTROLEF r i BAR BAR 125 CF BAG g5 C is C"I Q SAR it-..-. 15 CFM RAR- RAR-A i RAR-A RAR-A RAR-A I �t SAG I i iSE INTO 50 CFM SAG ! Ijj Tom' A TIC SPACE I� - 50 CFM; B'�'R too 90 f BAR i ! 6o CPM too COMM BO CFM EA. 15 CFM EA. EP s EF-a I BAR i T5 CFM --�--- '' HORIZONTAL DUCTSIORK SHOWN IN THIS PLAN LOCATED IN THE ATTIC W ABOVE INSULATION MAIN FLOOR MECHANICAL PLAN CALLED NORTH NVAC GENERAL NOTES: NOTE - I ALL1k AC MORK AND 60EPltdiT BliAll !� N C-OilPt7RMANCE M W Al OROILANCNN, Oft-0 AlblM IT Ir YM STATE AND THE TOM AP AW owE,i AS ADOPTED L HEAYT-OlM DLOER SHALL MUTE AR ACROSS THE HEAT EXCHANGERS TO TRANSPER HEAT INTO THE HOME NOTE - 2 WAC SCOFF OF UK mm V NiYI M AS SI M ON RAMS 11CUDNMfGA� OUCTNOHec ISiTNffr AMID CONTROLS. ALSO IiALN �Ti0t1 OP ��f1�At MR ALL COiITROLM3. TALL NNAIt OW SMUG n AIR FILTERS AND RETANM MAT BE W FOR SIDE RETUd1 APPLE ATIO. ROLLOUT SNTCH NTH MANUAL RESET SHALL PREMT OVERygrERATURE N BURNER AREA- MOTE - 3 FOR AID IClWN7E ALL AiSOpA'�E CO:S IRNI HiMfiAMD TO FM>NliTS� TM AND REQI/ED M. PRiIART SW9 OTINE HEAT EXCHANGER SN IM NTH S SHAPE HEAT-FLOS DESIGN. SOLD E!D_FM CONSTRUCTION OF CORROWN-RESISTANT ALOOM STEEL INANS RRIABLI'TT S. }AI/ POSE TO PROVIDE ELECTRICAL AND CotPONENT PROTECTION. NOR " 4 W CWtACT It IN ALL CUTTING PA1W�G NOW FOR THE NSTALLAINOM OF THE WAC SYSTEMS ALL NIOLENS ORINN 01! NEATLY NM OANIAQ! TO THE SINMONDMG AMWi► DO MOT CHIT STMMICt11RAl M�LIlAL PROVnI TEE RE7MDAIfT= AT AFL FSNETRAT(OIMi OP F� RATS PARTRiOIN L ENGIRT EMM DIODE AM ON CONTROL CENTER CODE LIGHTS SHALL DIAGNOSE FURNACE OPERATION AND Sl9 MES REQUIREMENTS, 3 n F� ONt IOMIIL - it CONTROL CENTER, NOTE - 5 OOORARATE ALL OM CL4M.'LT In OTI M TRAWS TO AV= CONIUM I. IllOBt ACCESS PANEL SAFETY NTE RLOCK SNTCk NOTE - L 11111M TO AlICI T011AL MAM1MpA FOR FM LOCATIONS OF ALL EQNFHiNT AMU ?iN/IAL AR OEYICEB ML TRANSFOM W BEHO CONTROL CENTER SHALL PROVIDE LOS VOLTAGE POSEUR TO FURNACE CONTROL NOTE - 1 R51NG pp L AMM NNAC CONTRACRIR WALL START-W INST AND NAL� U EACH SYSTEM TO TNN AR VANES iOCATED ON THE PLANE M E ANY AND ALL ADr TENTS NECERANY IN PROPOPERATION OF SYSTEM ER CENTER AID TFER1pSTAT. 20. FLYER SECTION CAPABLE OF lIOLDIHG, 2' TNIK 30/30 PETERS - PROVIDE 3 SETS OF PETERS NOTE - 8 OIICTIlw- B- COMING COL NODULES FACTORY KAT0 ED TO FUROIACE, ENCASED INSULATED CABINET VERTICAL DESIGN A - ALLM Oft BE �E IIETAL AND 11MMTERED CONDENSATE PAN, 5 YEAR LIMITED SARRANTT. A U O'flF RADIUS TYPE FITTINGS OR igT111G5 IM TiRIM1OF VANEIL FROM ALL DAINERS NEM �UM�ALETC) H COIPOIID N TEAT AND Tull MINTIER 118E STANDARD FiTTNGiB RAE-01i- lIOOTS MALL JACKS, C- AR COOLED CONDENSERS: FACTORY MATCHED TO COOLING CCU, UL LISTED, WEATHER REBNTANT CONSTRUCTiOK FAN GUARD, COfPRF-SSOR COPPER TLNIE/ALtINII P1 COS, 208✓230 SINGLE PHASE, MOUNT ON CONC. PAD BY GC. 1 !r H ?UP -HP' LEGS. !!- m w IAplIIGROUND D'CTwmL_ L PAINIP.ATBI"GALVAI= SPIRAL SLMET METAL IN POLYVINYL COATED MW lt'G2aN. ININX AND OUR. D- THERMOSTATS: SINGLE STAGE WATiNG AND COOLMG, AUTOMATIC CHANGE -OVER, PROGRAMMABLE, *M-RODGERS I M-9 OR EQUAL 2. ALL [INC IC WALL IS !CD FORMED INTO SPRAL TUNES ALL COIPLNGS AND FITTING WALL IE FACTORY FAWdCAT® OF PM E- G* FAN POEREQ E2OVOU5, R2d GPD CAPACITY AT W DEGIIEES F. CONTROL TRANSFORMER, SOLENOID VALVE RELAY, V4' SATER KET NTH 8TANDARp SADDLE VALVE, NNIDISTAT. CARRIER MODEL 8 FWRICCSW IOK-A OR EQUAL I ALL JOINTS AND OOMECIIOM SHALL W SCE FASTIM AND TAPED N ACCORDANCE WITH MAINPACTIIEIM RECORRENDATION11 TO AS511RE AIR 7w SMIRL SFALANT='NAROCAIT ON Go"L 4. ANY DAM M TO THE COAYM SHALL 0 N PAW FCD T0004-V PAINT OR PCD AEROSOL SPRAY. G- ROW-MANT PPWr PROVE AS SHONE ON PLANS NTN VALUING RECOMMENDED BY THE RPM, COPPER IACRH TUBING IOU TED. L ALL DUCTS AND i07INGS 94A L W INSTALLED AND LACK-MW ACCORDING TO MWAC71 NW6 itECOM M)ATI0MS UM PEA GRAM SAND OR TEE EMALE NT ON GOOD COWACTIOIL 4- CONCENTRIC VENT: VENT/CON USTION AIR TERNNATION KIT THRU SINGLE ROOF EXIT, 3- PVC PIPING, CARRIER 8 KGAVTOM CVT OR EQUAL L NNE STANDARD FACTORYAVANLAN,E Wl" t! GLOW REDUCERS, OUSTERS TOOTS TES. MANPACTUtER FOmmT OR MAL F STSTBM CAPACITY AND MODEL NUMBERS : CARRIER MODELS ANDICATED- TRANE, YOM LENNOX,CONSIDERED EQUAL WITH SAME CAPACiTES. C- MT =ATM MUM ALL STAM I Vr THMC DEINIM DUCT MNTH VAPOR NVAPOR IARRER JACIQrT. INSTALL PER MAN FACii RER'S INSTRUCT" am OR EiMML awls ALL SIW PLY. RETURN, 011T7NOE AR Alp MOM ARJ a SYSTEM FA RSOMEN} 2000 CFM• 3 ESP, 120 VOLT. 3/4 W BLOWER MOTOR HL M R CCT AMPS, 20 AMP FUSE COOLING: NOM. 5 TONS AT 571) ARI RATINGS IMAc� S�YSTM HEATING 120 MBH EWUTIV MBN OUTPUT P RNACE. MODEL 168 MXA W-20 A- R� MOWONTAL NSTALLATgN, SINPd�D PROM FIST BOOR PRAIOGa V+ COMM" TYPE TNT. NATURAL GAS, GABBER OR EQUAL COOLING COL: MODEL I CK 3 BXA 01" IEiiRMS AS FO110Ec COED MERE MODEL 138 TKB OW-33 31A M1ON. CCT AMPS, LO AMP BREAKER L t'NEER MINT GLASS MR Veft dRMllt PLANE 2. i 9 MR AiSEWLY Si SWILL, ORMU NTH EI MGiT SAVINGS, ISO IIRIIRS AND SURFACE IGNATOR k SYSTEM F-2 RW. TWO CPM a 3 ESP, 120 VOLT. 3/3 HP BLOWER MOTOR, HJ MLCCT AMPS,20 AMP- FUSE a CMENSTS AR IRANN CONECINOM TO NIA CONTAENLANT-FMQ AR COOLING; NOM. 4 TONS AT STD. ARI RATINGS IL 1111101110011IT GAS VALUE NM GAS CONTWL. =110 AL SWrw VALVE& HEATING: 80 MEBH WWI 15 MBH OUTPUT. L Or c - Too( In tb VOLTS NI/CTNCAL FM softy. L, W9IT ONTIETS SEALED PVC F" TO CARRY VENT GAIES FROM TIE RRNACE-5 COiMY6TION SYSTEM FURNACE MODEL 158 MXA 010-20 'L M90010ART C=WW FEAT DOONMG 8M CON SM C'TND ITN FMYRWTLME LANNATED SML COOLING COL: MODEL I CK 3 BXA 04802 a FWS10 m cl WALL CONIft AMINTE FLOS OF P.& PRODUCTS THImN FUWIMACE AND OUT VENT SYSTEM. CONDENSER MODEL 8 38 TKB OW33 31.0 MON. OCT. AMPS. 50 AMP. BREAKER. 1 IbM= yo= MLALL PILL iDT H'LW GASH TNR" TINE NEAT MINGM MWAMIG MATMVE MIESM 10 AM SAFETY' b CONOMIR am OOtCTION wu COLT !CT MOIm COID� DIRMG TIME CmwTlON MNJOCESS. J- HEAT RECOVERY VENTILATOR WV)FAN POIERED III. CROWROS, COUNTER -PEES FEAT EXCHANGERS ENERGY SAVING DEFROST CYCLE, FILTERS ON NCORIIG AR STREAM. ACOUSTICAL DESIGII, COMPACT CONFIGURATION. 2000FK W VOLTS. ML SATTS. BALANCING KiT. CARRIER MODEL VB 5 EA/ 020 - PRO U STD CONTROL SYSTEM FOR AUTOMATIC DC+W/IBLSTAT CONTROLS AND OPTION TO SELECT CONTINUOUS OR INIERMTTENI FAN OPERATION- REMOTE NALL CONTROL ZUJ co W Z O U N OD CL Q Y Lu > >j 0 J ZCc y„ �3 Lu LL Z w co z U Z JZ Q o Vui J � Oi J LLJ Q a_ aic Q >00 v � X W Z lL Cnn, W -� U fn a) 0 c U) C Q a 0 CO c c 0 un 0 0 co Li wlzz I co CN Cco 0 } Q O' N co ry Q co V r2 LL SERVICE TELEPHON ACC-1 + I ACC-2 Fo_ ij i TIME SWITCH A34 is _rare W P NIMO P I ` li METER PANEL 'A' - MOUNT ON CA'x3/4' THK. PLYWOOD -- BACKBOARD MOUNTED ON 2x4 WOOD ' - I ; BLOCKING FASTENED TO FDN. WALL' r, I 1 i A3' PANEL 'B' - MOUNT ON PLYWOOD i' i I I .I I; ONE -LINE DIAGRAM NOT TO SCALE BASEMENT LIGHTING PLAN 1/8' - I'-0" ---------- 20A-IP 1 BI 12 812 NM W/ GND 40 FIRE ALARM PANEL I 2OA-IP n 82 1 2 $12 NM W/ GND CIRCULATOR (2) 2OA-P /" 53.4 12 112 NM W/ GND EACH I RECEPTACLES 1 (2) 2OA-P' n 155. L 1 2 It2 NM W/ GND EACH I RECEPTACLES I (2) 2OA-IP Bl, 1 12 $12 NM W/ GND EACH I HUMIDIFIER (2) I 20A-IP Be Bl 1 2 112 NM W/ GND I i SOLENOID (AO DEG. FAREN. HW; I 2OA-IP ^ 510 12 912 NM W/ GND TIMER (ALTERNATE 149.0 a) 2OA-P ^ BI, 13 1 2 $12 NM W/ GND EACH I HRV (2) 2OA-IP /'N B12 12 112 NM W/ GND I I F-i j 20A-F /'1 BH 12 112 NM I/ GNO 40 F-2 I Gm40 I (2) 20A-F /'\ B5. BK 12 112 NM W/ GND EACH REFRK,ERATORS I G19 i (2) 2OA-IP ^ 5(1, 4 12 112 NM II/ GND EACH40 I , I BATHROOM RECEPTACLES 1 2A-IP ^ BM 1 2 ID NM V GND INTERCOM SYSTEM AMPLIFIER I (ALTERNATE No.4) 1 2A-P n 520 1 2 $12 NM W/ GND I I CIRCULATOR L— — — — — — — — — — -) PANEL 'B' SQUARE 'D' NQOD OR APPROVED EQUAL. MAIN - 125A, 2P M.C.B. 120/240/1 DIAM./3W BRANCH C.B. AS INDICATED - PLUG ON TYPE TOTAL 20 POLES ERIOR WALL 300 2P 12 BARE COPPER 3/4' EMT VC CONDUIT W/ APPROVVL'D CLAMP LATED BUSHING ON WATER PIPE LL STRING 6/NM DMx V-O' L. WPPER ELD GROUND ROD r----------, A I IZ 2OA-V CON AN, A2 1 2 ID NM V GND I LIGHTING - BATHS I (4) 20A-IP I A3, A4 AS. AL 12 02 NM IV/ GND EACN LIGNTIIG I 12) 15A-P n Al, / 12 812 NM IN/ GND EACH ATTICYENIILATOR8 Al. JNO (ALTERNATE Na3) I (4) 2OA-IP I AR AI2 12 II2 NM W/ GND EACH I (4) 2OA-IP A13, A 4 AS " 12 N2 NM II/ GND EACH - RECEPTACLES 20A-lP r'1 An 12 ID NM V GND TIE i (ALTERNATE No .2) (2) 20A-IP 1 All. M ( 2 $12 NM IVGND EACH WASHERS 3OA-2P n A20. 22 13 40 NM W/ GND I DRYER I 30A-2P A2L 23 ( 3 WNM V Go ( DRYER 20A-IP A24 12 sD NM V GND RECEPTACLES I (2) 20A-r Gp A25, 2L 12 ID NM V GND EACH I SMALL APPLIANCES 20A-F n A21 12 812 NM V GND DISHWASNER SOA-21P 1 A20. 30 1 3 M NM W/ GND RANGE 50A-2P A21. 31 13 as NM V GND I RANGE I (3) 20A-IP ONA32. 33. 34 12 80 MI at GND EACH I RECEPTACLES I 2OA-IP A31 12 02 NM W/ GND I 2OA--IP A34 12 W NM V GND I TIME SWITCH (OUTSDE LIGHTS) I LOA-2P A31. 31 ( 3 Il NM W/ GND 1 ACC-1 I LOA-21P A31. 40 13 N MI V GND ACC-2 MA-2P n A41. 43 + 3 K I It I V4' EMT I PANEL 'B' I 2OA-P A42 12 III M9 V GND IN DASHER SPARES L---------- PANEL 'A' SQUARE 'D' NOOD OR APPROVED EQUAL. VAIN - 300A. 2P M.C.B. 12 24% DIAM./3W BRANCH C.B. AS INDICATE -PLUG ON TYPE TOTAL LO POLES (2 SECT( NS) f 1 MAIN FLOOR LIGHTING PLAN 1/8' - 1'-0" LIGHTING FIXTURE SCHEDULE (REFER TO DRAWING SP-3 FOR EXTERIOR SITE LIGHTING) DESCRIPTION LAMPS TOTAL WATTS MOUNTING METHOD TYPE VOLT. MANUFACTURER 1 CATALOG Na No. TYPE A W V DUM. STEP BARLE BY PROGRESS. INCANOlfCENT Plp-TG 1 P"01-30 NHITE. I VINYL SOFFIT RECESSED B w 10 VW OAK x 5 V r HT. DY PROGRESS I INCANDESCENT MEDIUM qp SURFACE PM-LO WMTE BASE MOUNTED C q0 PROGRESS 25 W4 I P1ZZ1-LO / P?11416-3x 0ES FLU0�S LAWS 13L SURFACE MOUNTED D DO L"YOCAOMET PLOURESCENT BY PROGRESS I FLUORESCENT NPF P'WOO-30 (ie LONG) f30 TD UNDER CABINET E R0 5' DU1M, OPEN STEP DAPPLE TRI1 BY PROGRESS F 43-TG 1 PK20-21 04TE. I INCANDESCENT 50 GYP. BD. CLG. R10 RECESSED F 120 L' OIAM. RECESSED SHALLOW BY PROGRESS I INCANDESCENT LO GYP. DD. CLG. Pi-TG / PLLLL-21 MEDIUM BASE LAMF RECESSED G t20 WALL MOUNTED LANTERN BY 2 CANDELADRA LO WALL PROGRESS WP41-31 (BLACK) BASE, LOW MOUNTED I 120 NALL PLOURESCENT 2L Vr X 5 3/4' X 4 3/4' BY 2 P20-M 40 WALL MOUNTED PROGRESS IPW-30 ABOVE MIRROR H 00 G' SHOWN LIGHT BY PROGRESS I INCANDESCENT F, GYP. 50. CLG. PI-TG 1 PLL22-40 ACRYLIC A-M RECESSED SHATTER RESISTANT. WHITE DIFFUSER W/ GASKET p DO PORCELAIN BASE W/ COPPER ALLOY I INCANDESCENT 100 SURFACE SCREW SHELL, GROUNDING RECEPTACLE MEDIUM BASE MOUNTED BRYANT /524N NOTE L ALL FLUORESCENT LAMPS SHALL BE 3500 K ; CRI )/' $0. UNLESS OTHERWISE NOTED. DOOR CHIME PUSH BUTTON DOOR CHIME SCHEMATIC NOT TO SCALE . (NUTDNE LS-t2V, OFF-WHITE OR EQUAL) ORMER IG V k CALLED NORTH SYMBOL LEGEND ® SPECIAL PURPOSE RECEPTACLE DUPLEX RECEPTACLE • 111` UNLESS OTHERWISE NOTED WP TRECEPTACLE - WEATHER PROOF/ GFI EF EXHAUST FAN (REFER TO M-1) SWITCH MOTION SENSOR WITH OVERIDE SWATCH M f3 3 - WAY SWITCH fp SWITCH WITH PILOT LIGHT fD DIMMER SWATCH TT WALL MOUNTED TELEPHONE JACK Ac WALL MOUNTED COMPUTER JACK (HKiH SPEED SYSTEM) I WALL MOUNTED INTERCOM SYSTEM (NUTONE IMA-5K CENTRAL AMPLIFIER OR EQUAL, ROOM STATIONS 115E-53. TRANSFORMER 130(T) (ALTERNATE Na4) « Y �mou1~�� O ! a ram, C7 uj Pig .. F F_a:N) O� W W f ZLLj CC CD � Y W O > cn ZQ3 Z �C w U. ? (IL Q Z W m F` W = W 0 9Q5 J F-o of cw a L)oCLCC °c Z �-- a J= x w ZQ.p MJ nC0 W U 0 CO c Iq Q 0 i-- co _N a) .Y i 0 3 0 W W w Z co N 1 0 L of I L U) } +- i , _� ` 0 U -Q Lo Go U � c) 0 r Q coV � o LL 04/11/02 { ! I 'i ii (DUCTWORK) (DUCTWORK) i PANEL 'A' O i BASEMENT FIRE SMOKE DETECTION PLAN qpCALLED NORTH j ii SYMBOL LEGEND HEAT DETECTOR (ATTIC) ® HEAT DETECTOR ® WMATNSI SMOKE / HEAT DETECTOR SIlERVWW SSITCH ISY SPRINKLER CONTRACTOR) HFM IWITC11 GY SPRSKM CONTRACTOR) © FM ALARM Py.L STATION fMW Fft ALARM COMW HORN/STROBE LIGHT (MF -441 STww LI WT Boom*" NOTES L NMOUL?i- �y� ALL DUCT I�D. �OR M SEA SO THAT ACINATION OP ANY t1 COMPLETELY SHUTDOWN SVSI N • I RM ALARM PANEL— O SHN/SHUTDOWN 7OR morHa t - � ZONE 93 ZON, H ZONE sI ZONE s2 (ATTIC) (ATTIC) 0 p -0, r 17- we -RIRE ALARM PANEL ATOR I 0 l , MAIN FLOOR/ ATTIC FIRE t SMOKE DETECTION PLAN CALLED NORTH 120 V. ,IBI CCT. AUTOMATIC DIALER � ---1; ZONE 41 (ATTIC- EAST) `gyp �Imo� ZONE 12 (ATTIC- WEST) HO£ ZONE 43 EAST) (APT. S� ZONE x4 (APT. WEST) -�f-.�--£ ZONE 95 (BSM'T.-EAST) ZONE U (BSM'T.-WEST) ss SPRINKLER SYSTEM (SUPERVISORY SWITCH) f«1 SPRINKLER SYSTEM (FLOW SWITCH) ATTIC FURNACE VENT'R 2 CONTROL PANEL r. R R R FAN SHUTDOWN RELAYS I BATTERY FIRE ALARM RISER DIAGRAM N.T.S. (FOR INTENT ONLY - QUANTITIES AS INDICATED ON PLANS.) OGV,l�d'b��a1� O) uj W C= H o �Z W � U Z j i-O J _J <�3 � CCQW0 z 1— •— U w 0 c0 LLJ F — CA LLJ W = W Lu ~ 0 -jLLJ U �� CC cn Cod z Lu p>�X i� Za,0 u- cn W U a� 0 c c U) Q �_ 0 4-- co 04 0 0 -0 —> > 0 3 0 co _ W W CK Z n C _a co cn �- D 0N C) U a) C iC.,)D 0 -U Q(oa� L) 06/II/02 OOlS 22-1.1 Im 1 I `lol-- �P— I I N pe �L11ji 61 e _ �;. V }I � _ � i � I i I� { �� � ' � � ��I i�, �I He i� � I i �8,✓II � � �.. F'" CIF A � � ry m _r ,-BELLEVUE BUILDERS SUPPLY INCr-0: 500 Duanesburg RA Quotation Schenectady,,,NY -11306 PROSPECT CHILD& FAMILY CENTER Job Number: Phone:518-355-7190 Tax:518-355-1371 Page: I D e: 08-28-200-7- 11:30:32 Ali Project: Block No: at Project.ID: proscfe Model: Lot No: Contact: Site: office: Deliver To: Account No: 2103564472 Name: Designer: CRA Phone: Salesperson: Fax& Quote Number: ba_ Tentative'Delivery Date* Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH I H10 22-9-0 ROOF TRUSS 8.00 0-11-"2 0-11-2 93 tbs.each 2X6t2X4 0.00 2 H2 48-0-0 ROOF TRUSS 8.00 0-11-2 0-11-2 268 tbs.each 2X6/2X6 2 Rows Lat Brace 0.00 2 H3 , 48-0-0 ROOF TRUSS 8.00 0-11-2 0-11-2 261 tbs.each 2X6/2X6 4 Rows Lat Brace 0.00 2 H4 48-0-0 ROOF TRUSS 8.00 0-11-2 0-11-2 263 tbs.each 2X6/2X6 6 Rows Lat Brace 0.00 2 H5 48-0-0 ROOF TRUSS 8.00 0-11-2 0-11-2 '72 tbs.each 2X6/2X6 6 Rows Lat Brace 0.00 10 H6 48-0-0 ROOF TRUSS 8.00 0-11-2 0-11-2 269 tbs.each 2X6/2X6 3 Rows Lat Brace 0.00 7 H6A 48-0-0 ROOF TRUSS 8.00 0-0-0 0-11-2 267 tbs.each 2X6/2X6 3 Rows Lat Brace 0.00 12 H6B 48-0-0 ROOF TRUSS 8.00 0-0-0 0-0-0 mi tbs.each 2X6/2X6 3 Rows Lat Brace 0.00 2 H7PB 16-0-0 HIP PIGGYBACK 8.00 0-0-0 0-0-0 50 tbs.each 0.00 I H9 22-9-0 ROOF TRUSS 8.00 0-11-2 0-11-2 91 tbs,each 2X6i2.X4 0.00 1 (2) 2-Ply 4 HG1 ' 48-0-0 ROOF TRUSS 8100 0-11-2 0-11-2 2-5 tbs.each 2X6/2X6 0.00 I HG8 22-9-0 ROOFjRUSS 8.00 0-11-2 0-11-2 117 tbs.each 2X6/2X6 - 0.00 23 J 1 6-0-0 ROOF TRUSS 8.00 0-11-2 0-0.0 21 tbs.each 0.00 22 JIA 6-0-0 ROOF TRUSS 8.00 0-0-0 0-0-0 20 tbs.each 0.00 J2 6-0-0 ROOF TRUSS 8.00 0-11-2 0-0-0 24 tbs.each 2X6i2X4' 0.00 1 6 J3 6-0-0 ROOF TRUSS 3.00 0-11-2 0-0-0 26 tbs.each 2W2X4 0.00 12 J4 2-0-0 - ROOF TRUSS 8.00 o.11-2 0.0-0 �A 9 tbs,each 2X6;2X4_1 0,00 TI DGE 23--4-0 I-INK 8.00 1)-0-0 0-1) 0 10 1 lb'.cach 1 0.00 12) 4 TIGD 23-i-0 itoor rjwss 8.00 0_0.0 11-1) 4) If)",Ibs.each 2N42X 27 'r2PI3 4-It,;,each 10-0-0 11166'03.V X 8.00 1) .BELLEVUE BUILDERS SUPPLY INC. 500 Duanesburg Rd °' UOtation Schenectady, NY 12306 PROSPECT CHILD&FAMILY CENTER Job Number: Phone:518-355-7190 Fax:518-355-1371 Page: 2 Project: Block No: Date: 08-28-2002-11:30:33 AM Model: Lot No- Project M: proserc ContacC Site: I Office: Deliver To: Account No: 210364472 Name: � Designer: Cttr1 Phone: Salesperson: Quote Number: Faxo entative'Del've Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH 5 T3 22-9-0 ROOF TRUSS 8.00 0-11-2 0-11-2 84 lbs.each 0.00 1 VMI 21-.4-2 QUEENPOST 8.00 0-0-0 0-0-0 71 lbs.each 0.00 I VM10 34-8-2 HIP 8.00 0-0-0 0-0-0 116 lbs.each 0.00 1 VM11 30-8-3 ROOF TRUSS 8.00 0-0-0 0-0-0' " 103 lbs.each 0.00 1 VM12 26-8-3 ROOF TRUSS' 8.00' 0-0-0 0-0-0 87 lbs.each 0.00 -- � 1 VM 13 22-8-3 ROOF TRUSS 8.00 0-0-b 0-0-0 73 lbs.each 0.00 I VM14 18-8-3 ROOF TRUSS 8.00 0-0-0 0-0-0 57 lbs.each 0.00 1 VM15 14-8-3 ROOF TRUSS 8.00 0-0-0 0-0-0 44 lbs.each 0.00 I VM16 10-8-3 ROOF TRUSS 8.00 0-0-0 0-0-0 28 lbs.each 0.00 1 VM17 6-8-3 ROOF TRUSS 8.00 0-0-0 0-0-0 15 lbs.each 0.00 1 VM2 • 17-4-2 QUEEN POST 8.00 0-0-0 0-0-0 54 lbs.each OM r' I VM3 13-4-3 ROOF TRUSS 8.00 0-0-0 0-0-0 �= 39 lbs.each 0.00 I VM4 9-4-3 ROOF TRUSS 8.00 0-0-0 0-0-0 25 lbs.each 0.00 1 VM5 5-4-3 ROOF TRUSS 8.00 0-0-0 0-0-0 12 lbs.each 0.00 2 VM6 19-0-3 ROOF TRUSS 8.00 0-0-0 0-0-0 60 lbs.each 0.00 2 VM7 15-0-3 ROOF TRUSS 8.00 0-0-0 0-0-0 45 lbs.each 0.00 2 VM8 11 -0-3- ROOF TRUSS 8.00 0-0-0 0-0-0 29 lbs.each 0.00 2 VN19 7-0-3 ROOFTRUSS 8.00 0-0-0 o-0-b 16 lbs.each 0,00 I MAR Mitek Industries, Inc. WEB BRACING RECOMMENDATIONS MAXIMUM WEB FORCE(Ibs.) X-BRACE 24°O.C. 48°O.C. 72°O.C. BAY SIZE LATERAL DRACING MATERIAL TYPE LATERAL DRALI MATERIAL TYPE LATERAL DRACIN6 MATERIAL TYPE ' A B C D A B C D C D 10'-0" 4600 « 4600« 4600 « 6900« 1344 4600 « 4600 « 6900 « 4034 6382 12'-U' 3942 « 3942 « 3942 « 5914 « 1344 3942 « 3942 « 5914 « 3942 « 5914« 14'-0" 3450 « 3450 « 3450 « 5175« 1344 3450 « 3450 « 5175 « 3450 « 5175 « 16'-0" 3066 « 3066 « 3066 « 4600« 1344 3066 « 3066 « 4600 « 3066 « 4600« « « « « « « « « « 18'-0" 2760 2760 '2760 4140 1344 2760 2760 4140 2760 4140 20'-0" 2509 2509 2509 3763 1344 2509 2509 3763 2509 3763 * -CONTROLLED BY CONNECTION GENERAL NOTES TYPE BRACING MATERIALS 1.X-BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF ANDIOR CEILING DIAPHRAGM.THE DIAPHRAGM IS TO BE DESIGNED BYA QUALIFIED PROFESSIONAL. 1 X 4 IND.45 SYP 2.THESE CALCULATIONS BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE. A -OR- 3. X-BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE MATERIAL,AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 1 X 4#2 SRB(OF,HF,SPF) AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2.16d COMMON WIRE NAILS.(3-18d NAILS FOR 2X8 MATERIAL) 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH TWO led COMMON WIRE NAILS.(THREE 18d NAILS FOR 2X8 LATERAL BRACES) B 2 X 3#3,STD,CONST(SPF,OF,HF,OR SYP) S. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. e. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT C 2 X 4#3,STD,CONST(SPF,OF,HF,OR SYP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND HIS-91 HANDLING INSTALLING AND BRACING FOR RECOMMENDATIONS FROM TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DRIVE,MADISON,WI.53719. 7. SEE SEPERATE TRUSS ENGINEERING FOR DESIGN OF 16VEB MEMBER. D 2 X 6#3 OR BETTER(SPF,OF,HF,OR SYP) 8. THE 18d NAILS SPECIFIED SHOULD BE 3.5'LONG AND 0.162'IN DIAMETER,IN ACCORDANCE WITH NOS 1991. NOTE:FOR A SPACING OF 24'D.C.ONLY,MITEK STABILIZER TRU33 BRACING SYSTEMS CAN B£ SUBSTITUTED FOR TYPE A,8,C AND D BRACING MATERIAL. CROSS BRACING FOR STAB LVERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACING 13 REQUIRED AT PITCH BREAKS,STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE STABILIZER TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION LATERAL BRACING MATERIAL 16d NAILS (SEE NOTES 4&8) t X-BRACING \ MATERIAL �� \ TRUSS WEB MEMBERS A WARMNO-Ver(&design parnmeters and READ NOTES ON TRIS AND REVERSE SWE BEFORE USE. Design valid for use only with MiTek connectors,-This design Is based onty upon parameters shown,and is for on Individual building component to be Installed and loaded velticalty. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown 8 for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general`guidance regoiding fabrication,quality control,storage,delivery,erection and bracing.consu8 QST-88 Quality Standard,DSB-89 Gracing Spoe icatlon,and HIB-91 M iTe k� Handling Installing and Brocing Recommendation avalloble from Truss Plate Institute,583 D'Onofrlo Drive.Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Properly VA *Center plate on joint unless Damage,Or Personal Injury dimensions indicate otherwise. Dimensions are in inches,Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securelyseat. ,A„ A J2 J3 J4 owner and all other interested parties„ T c7 TOP CHORDS1-7 c, 2. Cut members to bear tightly against each other, Y J5 1 Place plates on each face of truss at each *For 4 x 2 orientation,locate r ° a ; � joint and embed fully,Avoid knots and wane plates IN'from outside edge of 0. i at joint locations, truss and vertical web. a 4. Unless otherwise noted,locate chord splices ce c7 c6 0 at A panel length(_b from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slats in J� J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 1, Camber IS a nonstructural consideration and . MITek FARTHEST TO THE LEFT. /Gang-Nail Joint/Plate Placement Chart. is the responsibility of truss fabricator,General WEBS ARE NUMBERED FROM LEFTTO RIGHT, practice is to camber for dead load deflection. PLATE SIZE 8, Plate type,size and location dimensions shown indicate minimum plating requirements, The.first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, lumber shall be of the species and size,and X 4 perpendicular to slots.Second in all respects,equal to of betterthan the dimension is the length parallel grade specified. to slots, BOCA 86-93,85.75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required I I,Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591,1329;4922 It,spacing,or less;if no ceiling is installed; unlessothetwise noted, SBCCI 81206,86217,9190 12,Anchorage and/or load transferring WISC/DILHR 810040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, KnA Indicates location of joints at 13.Do not overload roof of floor trusses with which bearings(supports)occur, ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 0 15,Care should be exercised in handling, TM erection and Installation of trusses, 01993 Mkek Holdings,Inc, CLIP FORM018.014. Mynna,4x@ T - BRACING DETAIL YT- -BRACE L CROSS SECTION DETAIL NOTE: T-BRACING IS TO BE USED WHEN CONTINUOUS T-BRACE LATERAL BRACING IS IMPRACTICAL. T-BRACE MUST NAILS T COVER 90%OF THE WEB LENGTH. T-BRACE NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING WEB 1 x4orl x6 10d a"o.c. 2x4,6.or8 12d 8"0.C. USE 0A31"DIAM.x3"LONG 10d NAILS WEB USE 0.131"DIAM.x 3.25"LONG 12d NAILS NOTE: NAIL ALONG THE ENTIRE LENGTH OF T-BRACE(ON MULTI-PLIES NAIL TO ALL PLIES) NOTE: T-BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER)AS THIS MEMBER BEING,BRACED, ONE PLY TWO PLY THREE PLY T-BRACE SIZE T-BRACE SIZE T-BRACE SIZE SPECIFIED ROWS OF REQUIRED CONTINUOUS LAT.BRACING WEB SIZE 1 2 1 2 1 2 2 x 3 or 2 x 4 1x4 2x4 2x4 2x4 2x6 2x6 2x6 1x6 2x6 2x6 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x8 2x8 2x8 FOUR PLY FIVE PLY T-BRACE SIZE T-BRACESLZE SPECIFIED ROWS OF REQUIRED CONTINUOUS LAT.BRACING WEB SIZE 1 2 1 2 2 x 3 or 2 x 4 2x6 2x6 2x8 2x8 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x8 2x8 2x8 WARNING-VerVy design parameters and RE"NOTES ON THIS AND REVERSE BIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be ,I�� Installed and loaded vertically, Applicability of design parameters and proper incorporation of component is responsibility of bulking designer-not trust designer.Bracing shown Is lot lateral suppoit of Individual web members only.Additional temporary bracing to Insure stability during construction Iii:the oesponsIbIlIty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For genelaiguldonce I egoiding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,OWN Bracing Specification,and lile-911 Handling Installing and Bracing Recommendation available from Trust Plate Institute,$43 D'Onoftlo Drive,Madison,W1$3719. MiTek" I R t i jo- ----{cuss 'TruW Type y !STD GABLE �st_gbi TRUSS GEOMETRY AND SUPPORT CONDITIONS SHOWN ARE TRUSSES 24"O/C FOR ILLUSTRATION ONLY. SEE EACH INDIVIDUAL ENGINEERED GABLE DESIGN FOR TRUSS GEOMETRY AND SUPPORT CONDITIONS. ® Denotes diagonal or L-Bracing ROOF SHEATHING Refer to table below I d K 15"MAX. LL t H L ATTACH W/(2)16d TOE DIAGONAL BRACE AS REQUIRED NAILS AND(1)USP-C3 CLIP G M ANGLE TOWARD ROOF SHEATHING F N OR TOWARD RIGID CEILING A A o $r D P . ATTACH W/(2)16d NAILS C I O AND(1)USP-C3 CLIP. BIII lei lei R S RIGID CEILING END BRG.WALL LOADING(psf) LUMBER SPACING 2-0-0 PLATES [P] TCLL 40.0 TOP CHORD PER DESIGN Plates Increase 1.15 M20 TCDL 10.0 BOT CHORD PER DESIGN Lumber Increase 1.15 SECTION A-A BOLL 0.0 STUDS 2 X 4 SPF Stud Rep Stress Incr YES BCDL 10.0 Code BOCAIANSI95 TYPICAL x4 L-BRACE NAILED TO �W/OUT 1x4 2x4 DIA(,. 2x VERTICALS W/10d NAILS,8"O/C STUD ATTACH DIAG. VERTICAL STUD SPACING BRACE BRACE L-BRACE BRACE BRACE AT EACH MAXIMUM MEMBER LENGTH END FOR: i 12"O/C 7-3-0 10-11-12 12-6-0 12-6-0' 600 lb, 16"O/C 7-2-2 9-4.5 12-6.0 12-6-0• 600 lb. 24"O/C 548-0 7-4-8 9.10-7 10-8-2- 600 lb. LOADING(psi) LUMBER SPACING 2-0-0 PLATES BRACING TCLL 40.0 TOP CHORD PER DESIGN Plates Increase 1.15 M20 TOP CHORD Sheathed or 6-0-0 on center purtin spacing. TCDL 10.0 BOT CHORD PER DESIGN Lumber Increase 1.15 1BOTCHORD Rigid ceiling directly applied or 10-0-0 on center bracing. BGLL 0.0 STUDS' 2 X 4 SYP No.3 Rep Stress Incr YES WEBS x4 L-Brace or Diag.Brace(See chart). Fasten T and I BGDL 10.0 Code BOCAIANS195 braces to narrow edge of web with 10d common wire nails 8 in.on center(use a 3 in.minimum end distance). W/OUT 1x4 2x4 DIAL. Brace must cover full web length. STUD BRACE L-BRACE L-BRACE BRACE ATTACH DIAL. i SPACING BRACE AT EACH MAXIMUM MEMBER LENGTH END FOR: 12"O/G 7-3-0 11-9-1. 12-6-0 12-6-0• 600 lb. 16"O/C 7-3-0 10-0-5 12-6-0 12-6-0* 600 lb. n 24"O/C 6-0-15 7-11-0 10-7-1 11-5-8• 600 lb. NOTES 1)'-Maximum member length assumes(1)diagonal brace located at the mbr.midpoint. Add additional rows of diagonal bracing for longer members. 2)Gable studs spacing(See chart above). 3)Provide mechanical connection(by others)of truss to bearing plate. 4)This truss has been designed with ANSUTPI 1-1995 criteria. . 6)This truss has been designed for the loads generated by 80 mph winds at 30 ft. above ground level located 100 mi.from the hurricane oceanitne. ASCE 7-96 components and cladding external pressure coefficients for the exterior zone and 6.0 psi top chord and 6.0 psf bottom chord dead load are being used. The design assumes occupancy category 11,terrain exposure C and Internal pressure coefficient condition 1. The lumber DOL Increase is 1.33,and the plate grip Increase is 1.33. AWARNING-WrW design parameters and READ NOTES ON THIS AND REVERSE BIDE BETORE EM. sassa� Design valid tot us*only with MR*k eonnecton.This design is based only upon paramel*rs shown,and is for an Individual building component to b* Instafletl and loaded vertically, Applcabl$y of design paromet*1s and proper incorpotation of component k tesponsiblfty of bultding designer-not hum designer.$lacing shown b fol 0.31e101 support of individual web members only.Addtknol fempotory bracing to Insuro dabltty during construction Is the tesponsibilty of In*erector.Additional petmonent bracing of the ov*ra/structure b iM t•sponsibOy of the bul dlnci designoi.For generat guidance tegoiding tobtication,4uallty conhol,storage,deilvery,erection and bfacing,consul OST-84 Quality Standard,OSI-89 Bracing Spoeft0flon.and H12-91 M iTek� Handling Insfallfng and Bracing Recommendation available ttom Ttum Plot*Instnut*,S63 D'Onohb Dove.Madison,WI53719. STANDARD PIGGYBACK S -PIGGY TRUSS CONNECTION DETAIL MITok Industries,Inc. BER 2 x x 6'-0"SIZE TO MATCH Page I DECEMof I 2,2002 TOP CHORD OF PIGGYBACK ATTACHED TO ONE FACE OF TOP CHORD WITH 2 ROWS OF 1 Od NAILS SPACED 6-O.C.AND STAGGERED PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO EACH PURLIN WITH 2-16d NAILS TOENAILED. ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2-16d NAILS. BASE TRUSS SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD 00 THE BASE TRUSS(SPACING NOT TO EXCEED 24-D.C.). ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2-16d NAILS. • NOTE:' FOR PIGGY BACK TRUSSES WITH SPANS<12* A PURLIN TO BE LOCATED SCAB MAY BE OMMITED PROVIDED THAT: AT EACH BASE TRUSS JOINT. ROOF SHEATHING TO BE CONTINUOUS OVER JOINT (SHEATHING TO OVERLAP MINIMUM 12-OVER JOINT) IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF BASE TRUSS TOP CHORD AT RECOMENDED SPACING SHOWN ABOVE. 6"x 6*x 1/2PLYWOOD(or7/16"OSB) GUSSET EACH SIDE AT EACH BASE TRUSS JOINT. ATTACH WITH 3-Ed NAILS INTO EACH CHORD FROM EACH SIDE(TOTAL-12 NAILS) FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: VERTICAL WEB TO J 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS EXTEND THROUGH MUST*MATCH IN SIZE,GRADE.AND MUST LINE UP BOTTOM CHORD AS SHOWN IN DETAIL. OF PIGGYBACK 2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH BOTTOM CHORD SO THAT THERE IS FULL WOOD TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK AND THE TOP CHORD OF THE BASE TRUSS. 3) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS. 4) ATTACH 2 x—x W-O'SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d NAILS AT 3-O.C.STAGGERED. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) 5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM; CONCENTRATED LOAD OF 370018S REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 3700 LBS. &WAMMM-V-W 4.,kgn paraffsetom and RZAD NOMB ON TWS AND JtXVZRW Sm 29romm IIIIIII& Design void lot%so RfNy w1h Mask connealors.llliki cl*dgrilk based or*upon poomel"drown,and Is far an Ind W"bojldft OOMPOMAI I*be Inslolled and bars vedbcft Applimbilltv Of~POICIM0194.0"d Ixopow kwidrposobot,of ON,pm"I Is foopwatoypt bulks v dosionot"(sot buse du Ong bitioN MownIs for biota!biota!al support of IndIvId"web M*tnbws a*.A —temporary txOW4 10 MMO dGboy Ong 0 on $1110OWn is Ih* 14413anolloilly of"wootol.AddIllonal P*Irn0h*nt txoc*q of the ovotooe sftWum b it*isspordbilly of the bulcfirfq designer.For general OukkNw.4 149*10V 101)110011M qUaNY C*01101,storage.d*hvtv.modlon and twocing,cormA off-lis QUWV tlwwlord.01.1.n or.noing Speollicationi and HM-91 Handling installing and Bracing Recorrinvoodallon avollabie hom bums Pble Indwo,643 D'onairlo Dfk*,Modkwm WI"719. www.U5Pconriector!g.com e-mail: info@U5Pcomilectore.com Hange.rc. Standard Joist Hangers —JL, jR, JE, & SUH series A USP offers a wide variety of,light-gauge face mount joist All, hangers to accommodate application and installation la preferences. H JL series—Light-duty,2x joist hangers. JR series—Medium-duty 2x joist hangers. JE series—Medium-duty 2x joist hangers, full 2-seat. __W SUH series—Heavier steel construction for more demanding applications such as light truss support. SUH26-2 Typical SUH26-2 installation ttl Materials: See chart Finish:-G60 galvanizing Options: See Specialty Options chart on page 71. Codes: SBCCI, BOCA— NER 505, lCB0 5736, 141 1CB0 2039, SBCCI 2042, BOCA 99-62, 4 L.A. City RR 23888 & RR 25303, � DSA PA-076, Dade County, FL 97-1215.07 C Inetallation. Use all Specified fasteners. 5ee General Notes,page 6.•Speedprongs are designed to temporarily position hamsters on headers for more convenient mail fastening, but specified nails must be Used to achieve allowable loads. 001 JL26 /JRSS Typical JL26 /JRSS installation :Dlmenslons':` ::4a'stafier'Schlid*2�. Allowable Loads(Lbs.) Q. Flo MCI,; W ....... 0, Steel r ­�t lto:. Gauge :.� Z� .i- 4 . , .O . , No.f.1W­Ji1it*SWi,­'',Stock W 2x4 JL24, LU24 20 1-91161 3 1-1/2 15/16 (4)10d (2)10d x 1-112 450 515 560 245 295 7 (4)16d (2)10d x 1-1/2 535 615 670 245 295 2x6-8 JL26 LU26 20 1-911 6 1 4-3/4 1-112 15/16 (6)10d (4)10d x 1-112 670 775 840 490 590 (6)16d (4)1 Od x 1.112 805 925 1005 490 590 2 x 8-10 JL28 LU28 20 1.9/16 6-3/8 1-V2 15/16 (10)10d (6)10d x 1-112 1120 1290 1295 735 885 (10)16d (6)10d x 1-W 1340 1540 1675 735 885 2 x 10.12-14 JL210 LU210 20 1-9/16 8-112 1-V2 15116 (14)10d (8)10d(8)10d IS70 1805 1875 980 1180 (14)16d (8)10d x 1-1/2 1 1875 1965 1965 980 1180 2x4-6 JRSSS LU24-18 18 1 1-9/16 3 1 1-1/2 15/16 (4)10d (2)10d x 1-1/2 450 515 560 245 295 (4)16d (2)10d x 1-112 535 615 670 245 295 2 x 6-8 JRSS LU26-18 18 1.9116 4-314 1-1i2 15/16 (6)10d (4)1 Od x 1-112 670 775 840 490 590 (6)16d (4)10d x 1-112 805. 925 940 490 -590 2 x 8-10 JRS LU28-18 18 1-9116 6-3/8 1-1/2 15/16 (10)10d (6)10d x 1-1/2 1120 1290 1400 735 885 (10)16d (6)10d X 1-1/2 1340 1540 1600 735 885 2 x 10.12-14 JRSX LU21048 18 1-9/16 1_71t_J75116 (14)10d 8)10d x 1-1/2 1570 1735 1735 980 1180 (14)16d (8)10d X 1.1t2 1715 1735 1735 980 1180 2 x 4-6 JESS$ 18 1-9116 3 2 15116 (4)16d (2)8d x 1-1/2 535 550 550 230 245 2x6-8 JESS 118 1.9116 5 2 1-118 (6)16d (5)8d x 1-1/2 805 925 1005 485 485 2 x 8-10-12 JES 18 .1-9116 7 2 1-118 (10)16d (7)8d x 1-112 1340 1540 1635 805 885 2 x 10-12-14 JESX 18 1.9116 8-1/2 2 I_V8 (14)t6d (9)8d x 1-1/2 1610 1610 1610 1030 1095 footnotes/chart continued on next page -0 Copyright 2001 United Steel Pmducts Company USP008_011 69 t Truss Type �I iTRUSSED VALLEY SET TRUSSED VALLEY FRAMING DETAIL GABLE END,COMMON TRUSS OR GIRDER TRUSS -- -- ---„ -- It -- „---11 -- „---, ; 4 i n u u n d A BASE TRUSSES VALLEY TRUSS TYPICAL 1, TYPICAL(24"O.C.) (24-O.C.) VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS 5 (24"O.C.) OR GIRDER TRUSS P F12 6 3 � 8 SEE DETAIL A, BORC BELOW(TYP.) I s 13 12 11 1 14 ROOF SHEATHING- IF SHEATHING IS NOT USED PROVIDE PURLINS AT 24"O.C.MAX. (BASE TRUSS DESIGNS MUST MEET THE TOE-NAIL VALLEY TO BRACING CONDITION PROVIDED). BASE TRUSS W1 (2)16d TOE NAILS BEVEL VALLEY BEVEL VALLEY TRUSS TRUSS 6"WEDGE NAILED TOE-NAIL VALLEY TO SECURE VALLEY TRUSS '�� TO BASE TRUSS D BASE TRUSS W/ W/SIMPSON H2.5 OR 10d (2) ASiOd NAILS (2)�16d TOE NAILS EQUIVILENT I 1 DETAIL A DETAIL B DETAIL G \ CONSTRUCTION SEQUENCE(ALL MATERIAL MINIMUM#2 OR BETTER) 1. INSTALL BASE TRUSSES. -I N Y0,9 2. APPLY SHEATHING OR PURLINS TO TOP-CHORDI(SEE BASE TRUSS QaP �4y DESIGN FOR PROPER BRACING REQUIREMENTS). r` � I y uds 3. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS. Uj 4. INSTALL VALLEY TRUSSES AND SECURE TO BASE TRUSSES AS PER DETAIL A,B OR C ABOVE. �Qp Ip�t 348.E ��Ci S.- BRACE VALLEY TRUSSES IN ACCORDANCE WITH THE INDIVIDUAL �� SS`ONP DESIGN DRAWINGS. January 12,2001 A WARMOTO-ve ft d..W.pasasw.lers and iglu M=8 ON TM AM M VSRa a M BZPD s Val. r"s� Design veld for use only,wIlh Welt conneclors.This design is based only upon powneiest shown,and is lot an ind?Mucl bulling component to be insloied and toode0 vettlial1. Applicability of design polameten and propel inoopoiatlan of oomponent is rNponsbilly of bulding designer-not Inns designer.Nocing shown is for literal support of Individual web members only.Additional Wnporary broaino to InM.e dabilty during oonllructbn is the lesponsbllY of the erector.Additional permanent MocIno of the ove e is ral structure the reeponsbwv of the building designer.For general guidance regarding lobriCotlirn.4uolfy control stooge,delvery•erection and bracing.corxull OIT-N Quality itandord,D>E/-89 Iroo1n0=Cslaill°aft4 and HIl-41 M iTiek� tianam imam" nd a sroeinp eeeammendation avoict"from Trust Fiala Utttltute,W3 D•Onotrb Dtkv.Madison,WI63710. JobPly- o-optional) 1 PROSCFC H10 ROOF TRUSS 1 russ Iruss lype -13-effe—vue Builders Supply,Schenectady,9 r-T23U6-- 01 SR1 s NoVIT200 (MiTe-W Industries-dLFstFi6s-,-Ific-.-W&-d-ALig 28"11;26:34 2002-'Page-1- -9-11 TZ 10-0-0 22-9-0 0-11-2 10-0-0 2-9-0 10-0-0 0-11-2 Scale=1:55.9 8x8 = 8x8 3 4 8 8.00 rfT W1 W1 .00 r4. %5 6 J_ 1 Bi CS 3x8 9 8 7 3X8 4x5 2x4 11 2x4 10-0-0 12-9-0 22-9-0 10-0-0 2-9-0 10-0-0 -Pae se -0,0-3- 0" :0-8-3,0- - LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) Ildefl PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.81 Vert(LL) -0.57 5-7 >468 M1120 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.80 5-7 >336 0.0 Re p ep Stress Incr YES WB 0.05 Horz(TL) 0.05 5 n1a BCDL 10.0 Code BOCAIANS195 (Matrix) 1 st LC LL Min I/defI=360 Weight:94 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Sheathed or 4-5-2 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 2=1822/0-5-8,6=182210-5-8 Max Horz2=-225(load case 2) Max Uplift2=-347(load case 4),5=-317(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=56.2-3=-2089,3-4=-1518,4-5=-2089,5-6=56 BOT CHORD 2-9=1515,8-9=1518,7-8=1518,5-7=1515 WEBS 3-9=157,4-7=157 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCAIANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 347 lb uplift at joint 2 and 317 lb uplift at joint 5. 5)This truss has been designed with ANSI/TP)1-1995 criteria. LOAD CASE(S) Standard ~ ° emmvuoeumdemsopnryoononomouy wv�uouo �� ������������������uor�onnorw,v�00000�n�x/nu000mx�mu�vveo/mb�o���000uoou-pu��|- 1 24'O'O 32'0'0 40'0'0 40-�O' — ---'----'-----|------'---'---'1 ' ' ' —'82 0-11-2 8-0-0 8-0-0 8-0-0 8-0-0 8-0-0 8-0-0 0-11-2 8oule=1:873 6x6 45= 0xO = 45 = mm .� 80UUT 3 ^ LO LID |� 12 161 6 4x1O — 4x1U - - 14 13 12 11 10 — ' 5X6 = 8X8 VVB= 4x8 = 8x0WEI= 5x6 = 12'0'0 24~0'0 1 36'0'0 --_-_48'0'0 .--1 12'0'0 12'0'0 12'0-0 12'0'0 Rate Offsets(X,Y): LOADING(pso SPACING 2-0-0 CS1 DEFL in (too) I/defl PLATES GRIP Lumosm naAc/mm TOP CHORD uxnoYpso TOP CHORD Sheathed o,2-2'uvo»umnn. oor CHORD uxsapF1nmor1.ae oeToHuRo Rigid ceiling directly applied or7*-uvcbracing. WEBS 2x4opr1650r1.6E Vvsao 1 Row at miupt *-14.e-10 nE/uCT|ONo(lmeizn) 2=3716/0'6'0.8=371em'6-0 Max noou='17o(/vao case u) Max ononu='rao(lvux case*).h='ono(mao case 4) FORCES Vu 'First Load Case Only ToPo*oRo 1'u=uz e'n='u1uo u'4=-ono^ +o~'rrss.n'n~'rrnn n'r~'oen^.r'n='s1oo.u'o~au BnTnHomo o-14=*�nx 10-1^�ouzo 1u-1�=onuu 11'1z=oouo 1��1=euzo u'1o=4zou WEBS n-14=2a6o'4^14=-2on*,'4^1o=11or.'�-i2=-1o4o.��12=,1mr,s-�n=`uno4,r~1n=000x � NOTES Y)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and oova/ootm chord dead moo in the m ro of oonu|non/enclosed ou//umn with exposure maaosr'os�� �e�� ����no���e�/vo/ou,oanmevnmox/vt o;are oxpmou\uwm m u� |r»o,vxeooxt. �»oy are nmox utowind. The mm»e,onLmvnavooio1.ux.and the plate unp�m�eaneio1.00 n}Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to beaft plate capable of Withstanding 786 lb uplift at joint 2 and 598 lb uplift at jointn. n)This truss has been designed with Awo|/TP|1-/oe5criteria. LOAD cAms(m) Standard JOD russTy—pe --- y ----------- , PROSCFC H3 ROOF TRUSS 2 1 (optional). -Bel re-95-6 Ba a6rs"Su-ppry-,ScheneCtady,N 12306---- '-4.201 5R1 s NO-V-16-2000 MIT6k'f6-dU-sTdgs;rn-C'W6dA76g-28'1 1`26.362002 Page 1 -0M-2 5-3-15 10-0-0 17-0-14 _�4-0-0 __IQ-1 1-2 38-0-0 42-8-1 48-0-0 48-11-2 -4- ----1----------- ---1-------- -+ - - - 1 0-11-2 5-3-15 4-8-1 7-0-14 6-11-2 6-11-2 7-0-14 4-8-1 5-3-15 0-11-2 Scale=1:86.4 6X6 2A I i 6x6 -- 4x5 5x6 45 8.00Fff T9 5 6 7 J.'A 8 9 2x4 z��2x4 2x4 z .A3 %2 W1 J2 W1 1 Vj2 110 C� T 7 N 3 W 12 R1 7; —If'4 17= 6x8 17 16 15 14 13 6x 4X8 6x6 48 6x6 4x8 10-0-0 24-0-0 1 38-0-0 48-0-0 10-0-0 14-0-0 14-0-0 10-0-0 Plate Onsets 7 0 nT, [16.0-3- Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefi PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.73 Vert(LL) -0.46 15 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.93 Vert(TL) -0.77 13-15 >738 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TQ 0.24 11 n/a BCDL 10.0 Code BOCAIANS195 1st LC LL Min I/defl=360 Weight:261 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Sheathed or 2-9-12 oc purlins. BOT CHORD 2 X 6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing. WEBS 2 X 4 SPF 165OF 1.5E WEBS 2 Rows at 1/3 pts 5-17,8-13 REACTIONS(lb/size) 2=3716/0-6-0,11=3716/0-6-0 Max Horz 2=223(load case 3) Max Uplift2=-774(load case 4),11=-566(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-5411,3-4=-4912,4-5=-4120,5-6=-6238,6-7=-6238,7-8=-6238,8-9=-4120,9-10=-4912,10-11=-5411,.11-12=32 BOT CHORD 2-17=4402,16-17=5637,15-16=5637,14-15=5637,13-14=5637.11-13=4402 WEBS 3-17=-394.4-17=1948,5-17=-2123,5-15=842,7-15=-901,8-15=842,8-13=-2123,9-13=1948,10-13=-394 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCAIANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, the,are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase Is 1.33 3)Provide adequate drainage to prevent water ponding. 4 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 774 lb uplift at joint 2 and 566 lb uplift at joint 11. 5)This truss has been designed with ANS I/TPI 1-1995 criteria. LOAD CASE(S) Standard J00 russ russ pe Tr PROSCFC H4 LROOF TRUSS 2 1 (optional) -13-eVevue Builde-r-s-S-u-p-pTy-,-�c-ffe—ne—cra-dy-,-N 2306— 4.201 -1-ii-N6T-16-2000-MiTe-Uhdg-st-rie—sT Inc.-Wed Aug 2811--.26;372OO2-Page-l- -0-M-2 6-3-15 4 12-0-0 1 20-0-0 28-0-0 - 36-0-0.___]— 41-8-1 1 - 48-0-0 48-1 1-2 0-11-2 6-3-15 5-8-1 8-0-0 8-0-0 8-0-0 5-8-1 6-3-15 0-11-2 Scale=1:86.4 6X6 8x8 4X4 6x6 — 4 2 5 6 7 8.00 r12- 2x4 2x4 %2 W1 4 W 1 %2 8 2x4 - 3 8 TJ 00 WVV 3a W �t 12 >B-t 910 en 6x8 15 14 13 12 11 6x8 — 4X8 5X6 4X4 5x6 48 1 12-0-0 1 24-0-0 1 36-0-0 1 48-0-0 12-0-0 12-0-0 12-0-0 12-0-0 Plate Offsetsffi.Y): 2:0-0-7,0-0-211-[5:0-4-0,0-4-8j,[9: -U-t,U-U-jJ— LOADING(psf) SPACING 2-0-0 CS1 DEFIL In (too) Ildeft PLATES GRIP TCLL 55.0 Plates Incredse 1.15 TC 0.85 Veit(LL) -0.36 13 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.77 Vert(TL) -0.57*11-13 >993 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.22 9 n1a BCDL 110.0 Code BOCAIANS195 1 st LC LL Min I/def]=360 Weight:263 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or2-8-14 ocpurlins. BOT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or8-11-0 oc bracing. WEBS 2 X 4 SPF 165OF 1.5E WEBS 1 Row at midpt 5-13,6-13 2 Rows at 1/3 pts 5-15,6-11 REACTIONS(lb/size) 2=371610-6-0,9=371610-6-0 Max Horz 2=-266(oad case 2) Max Uplift2=-759(ioad case 4),9=-537(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-5306,3-4=-4679,4-5=-3916,5-6=-5085,6-7=-3916,7-8=-4679,8-9=-5306,9-10=32 BOT CHORD 2-15=4333,14-15=5027,13-14=5027,12-13=5027,11-12=5027,9-11=4333 WEBS 3-15=-543,4-15=1693,5-15=-1597,5-13=132.6-13=132,6-11=-1597,7-11=1693,8-11=-543 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft_above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCAIANSI95 If end verticals;or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase i§1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 537 Ib uplift at joint 9. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Truss )Fy----- py T'I C Job PROSCFG ROOF TRUSS 2 1 U ss s Type 4 'IR1 s NoV-fT20 FH'5 Bet levue Builders SUp`pTy—,b-cfienectady, '2 06 .201 ('Mp!tTioe4'lli)iaU-slR§-s--Inc:-W-edXfjg 28 11.26:37 2002--Pa-g&-1- -0-�.1-2 7-5-15 14-0-0 1 0-8-9 27-4-0 34-0-0 40-6-1 48-0 4811-2 .. ... 70 -T 0-11-2 7-5-15 6-6-1 6-8-0 6-8-0 6-8-0 6-6-1 7-5-15 0-11-2 Scale=1:92.0 6x6 44 6x6 8.00 rff 46 4X4 = U6 5�- Im 4x6 2A 2? 2A rr 4 W W 2 W 1 Vi3 1011 4 W4 12 6X8 18 17 16 15 14 6X 8 5x6 4X4 48 48 5X6 14-0-0 24-0-0 34-0-0 48-0-0 14-0-0 10-0-0 10-0-0 14-0-0 -P a e se�S , Y-g-0-07,M-21,J12:0-0-7,0-U-21 LOADING(psf) SPACING 2-0-0 CS! DEFL in (lac) Vdefl PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.53 Vert(I-L) -0.31 16 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.46 14-16 >999 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.20 12 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min Vdefl=360 Weight:273 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Sheathed or3-5-10 oepurlins. BOT CHORD 2 X 6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS - 2 X 4 SPF 165OF 1.5E 8-11-14 oc bracing:2-18. WEBS I Row at midpt 3-18,6-18,6-16,8-16,8-14,11-14 REACTIONS(lb/size) 2=3716/0-6-0,12=3716/0-6-0 Max Horz 2=-31 0(load case 2) Max Uplift2=-742(load case 4),12=-522(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-5171,3-4=-4435,4-5=-4435,5-6=-3709.6-7=-4401.7-8=-4401,8-9=-3709,9-10=-4435,10-11=-4435,11-12=-6171,12-13=32 BOT CHORD 2-18=4236,17-18=4366,16-17=4366,15-16=4366,14-1 5=4366, 12-14=4236 WEBS 3-18=-680,5-18=1587,6-18=-1 157,6-16=104,8-16=1 04,8-14=1 157,9-14=1587,11-14=-680 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph Winds at 30 It above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,level, I enclosed building ,with exposure C ASCE 7-95 per BOCAIANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase iso 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 742 lb uplift at joint 2 and 522 lb uplift at joint 12. 5)This truss has been designed with ANS IITPI 1-1995 criteria. LOAD CASE(S) Standard ---]-Qlv—[Py- Job cuss russ ype -I,(MiTdk-IfFdLfgt-ri&s,-'16c-.-W6d-Kdg-28-11--26--.38-2002 6-1- PROSCFC H6 ROOF TRUSS I-ne fe—vue EFOlders Supply,Schenectady, 12 Uti -4-.20FI—JR'oi-9-NSf6-200 (optional) Page -0-11_1-2 8-3-15 16-0-0 24-0-0 32-0-0 .39-8-1 48-0-0 48 11-2 0-11-2 8-3-15 7-8-1 8-0-0 8-0-0 7-8-1 8-3-15 0-11-2 Scale 1:89.9 6x6 8.00[T2- 2x4 i i 6X6 5 6 7 46 2x4 46 z�. 2x4 T 2 4 8 3 W. 2 W W 3 9 2x 4 4 \ 4 lq'x6 T 3 W2 V C� 4 BI 12 B1 �6 6x8 16 15 14 13 12 6x8 4A 46 4x8 46 44 1 11-0-0 1 24-0-0 1 37-0-0 1 48-0-0-___l 11-0-0 13-0-0 13-0-0 11-0-0 -Plate offsets U-2-121,rf.O-- - LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.27 14 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.69 Vert(TL) -0.55 12-14 >999 BCI-L 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.17 10 n1a BCDL 10.0 Code BOCAIANS195 1st LC LL Min Ildell=360 Weight:269 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 3-0-1 oc purlins. BOT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceilinj directly applied or 9-4-1 oc bracing. WEBS 2 X 4 SPF 1650F 1.5E WEBS I Row at m dpt 5-14,6-14,7-14 REACTIONS(lb/size) 2=3716/0-6-0,10=3716/0-6-0 Max Horz2=-363(load case 2) Max Uplift2=-722(load case 4),1 0=-546(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-5140,3-4=4665,4-5=-4665,5-6=-3924,6-7=-3924,7-8=-4665,8-9=-4665,9-10=-5140,10-11=32 BOT CHORD 2-16=4219,15-16=3449,14-15=3449,13-14=3449,12-13=3449,10-12=4219 WEBS 3-16=-764,5-16=1015,5-14=796,6-14=-1017,7-14=796,7-12=1015,9-12=-764 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,With exposure C ASCE 7-95 per BOCA/ANS]95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearrng plate capable of withstanding 722 lb uplift at joint 2 and 546 lb uplift at joint 10. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Job russ russ Type PROSCFC 1-16A ROOF TRUSS 7 -6-elfe—vue builders S-up-pITS-cffe-n-e-c-FaU-y-,N -4 SRT s—NZTv-1-6-20131('MpitTi'6.W'11,),-d.�itrl&s,,-Iffc.--W&-d-A6b'28 11:26:39 2002'Pa-Fd T' lJJ 8-3-15 16-0-0 24-0-0 32-0-0 39-8-1 48-0-0 48-11-2 8-3-15 7-8-1 8-0-0 8-0-0 7-8-1 8-3-15 0-11-2 Scale=1:89.2 6x6 8-00 FIT 2x4 11 6x6 4 5 6 2x4 46 4 X6 '�4 4x6 -z�, 2X4 \\ 7 2 3 W 2 VJ1 W 3 8 7 C� 4 T-5 R1 B Ro ,61 �6 6x8 15 14 13 12 11 6x-8 = CS 4A 46 4x8 4X6 44 1 11-0-0 24-0-0 1 37-0-0 1 48-0-0 1 11-0-0 13-0-0 13-0-0 11-0-0 Rate Offsets tX,Yy il:u-u-7,0-0-?],t4:0-3-0.0-2-12, 6:0-3-U,0-Z-1Zl 9:U-u-[' —----- LOADING(psf) SPACING 2-0-0 CS] DEFIL in (loc) Vdefl PLATES GRIP TCLL 5510 Plates Increase 1.15 TC 0.85 Vert(LL) -0.27 13 >999 M1120 197/144 TCOL 10.0 Lumber Increase 1.15 BC 0.69 VerI(TL) -0.5513-15 >999 BCLL 0.0 Rep Stress Incr YES W13 0.55 Horz(TL) 0.18 9 n/a BCDL 10.0 Code BOCAIANS195 1st LC LL Min I/defl=360 Weight:267 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 3-0-1 oc purlins. BOT CHORD 2 X 6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or9-3-15 oc bracing. WEBS 2 X 4 SPF 165OF 1.5E WEBS I Row at midpt 4-13.5-13,6-13 REACTIONS(lb/size) 1=356410-5-10,9=3717/0-6-0 Max Herz 1=-362(load case 2) Max Upliftl=-650(load case 4),9=-546(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-5147,2-3=-4672,3-4=-4672,4-5=-3927,5-6=-3927,6-7=-4667,7-8=-4667,8-9=-5142,9-10=32 BOT CHORD 1-15=4227,14-15=3452,13-14=3452,12-13=3451,11-12=3451,9-11=4221 WEBS 2-15=-769,4-15=1020,4-13=794,5-13=-1017,6-13=797,6-11=1015,8-11=-764 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCAIANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water pending. 4)Provide mechanical connection(by others)of truss to hearing plate capable of withstanding 650 lb uplift at joint 1 and 546 lb uplift at joint 9. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 4 1 Job russ russ Type Qty--- pq-- PROSCFC H6B ROOF TRUSS 12 J I (optional) -B-efFe-vu-eff-uilders Suppfy-,S-cffe-n-e-c1-aUy7N(- .2U f2306 4 !—SR-1-s-Nov` �MiTe-k-lfiau-sTE6-s-,Inc.. Wed Aug 28 11-.-26--392002 P5ife-i 8-3-15 16-0-0 24-0-0 32-0-0 39-8-1 1- 48-0-0 8-3-15 7-8-1 B-0-0 8-0-0 7-8-1 8-3-15 Scale=1:88.4 6x6 8.00 Fff 2x4 11 6x6 4 5 6 T3 4x6 2 46 2x4 \\ 2x4 ij 3 W. 2 W1 W 3 8 4x6 T 46 2X4 2X4 2 3 W2 8 C� 4 W TJ 9 BI B colLU eff 6x8 14 13 12 11 10 6x8 4x4 46 48 4X6 44 11-0-0 24-0-0 37-0-0 48-0-0 1 1 11-0-0 13-0-0 13-0-0 11-0-0 Plate Offsets(X,Y): I9:U-U-U,U-U-4 LOADING(psf) SPACING 2-0-0 CS1 DEFT. In (loc) I/defI PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.85 Verl(LL) -0.27 12 >999. M1120 197/144 TCDIL 10.0 Lumber Increase 1.15 BC 0.69 Vrt(TL) -0.55 10-12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.18 9 n1a BCDL 10.0 Code BOCA/ANS195 1 st LC LL Min I/defl=360 Weight:265 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Sheathed or 3-0-1 oc purlins. BOT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. WEBS 2 X 4 SPF 1650F 1.5E WEBS 1 Row at midpt 4-12,5-12,6-12 REACTIONS(lb/size) 1=3565/0-5-10,9=3565/0-5-10 Max Horz 1=-351(load case 2) Max Upliftl=-651(load case 4),9=_475(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-5149,2-3=-4674,3-4=-4674,4-5=-3929,5-6=-3929,6-7=-4674,7-8=4674,8-9=-5149 BOT CHORD 1-14=4229,13-14=3454,12-13=3454,11-12=3454,10-11=3454,9-10=4229 WEBS 2-14=-769,4-14=1020,4-12=796,5-12=-1017.6-12=796,6-10=1020,8-10=-769 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCAIANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. ., 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 651 lb uplift at joint 1 and 476 lb uplift at joint 9. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ola Truss Tr—uss-Ty—pe— Qty PROSCFC H7PB HIP PIGGYBACK 2 1 -SNI-60-53-6-1210 er --Jy-,Z-cFe—necfa-dy�l rf2306-- R`f-§-N6V`16-200 NTV'06'k'a1%d9-stfl&-s,'ME Wed Aug 28 11:26-:40 2002 P566 1 2-0-0 6-0-9 9-11-7 2-0-0 4-0-9 3-10-13 4-0-9 2-0-0 Scale= 1:28.8 44 8.00Ff2- 3x6 y 3x6 44 3 4 5 6 T9 f VV �-%T 1 7 W T 7 2 8 �CN C) 0 01 10 9 3x5 3X6 3x5 3x6 = X 2-1-12 1 6-0-9 9-11-7 13-10-4 15-2-14 16-0-Q 0-9-2 1-4-10 3-10-13 3-10-13 3-10-13 1-4-10 0-9-2 -P LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/detl PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.51 Vert(LI-) -0.26 10 >636 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.32 10 >531 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.06 7 n/a BCDL 1.0 Code BOCA/ANSI95 1st LC LL Min I/defl=360 Weight:50 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 3-5-3 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 7-4-6 oc bracing. WEBS 2 X 4 SPF 1650F 1.5E REACTIONS(lb/size) 2=1020/0-5-817=1020/0-5-8 Max Horz 2=34(load case 4) Max Uplift2=-316(load case 4),7=-260(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=17,2-3=-1298,3-4=-1059,4-5=-3306,5-6=-1059,6-7=-1298,7-8=17 BOT CHORD 2-1 1=973,10-1 1=3294,9-10=3294,7-9=973 WEBS 3-11=533,6-9=533,4-11=-2294,5-9=-2294,4-10=14,5-10=14 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 1.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/AN8195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase Is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 316 lb uplift at joint 2 and 260 lb uplift at joint 7. 6)This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard - -- ------ - - -- o toss toss Type --- PROSCFC H9 ROOF TRUSS 1 1 (optional) e evue Buis"e—m uppiy,-Sc eh�aTy,N 2306 -- -`--- 4 201— R-1 s Nov 16-200 MiTek Industries,Iric. Wed Ado 28 11:26:4 1-2002 Page 9 - - _ 8-0-0 14-9-0 _..._ 22_9-0 r 33-8-2 0-11-2 8-0-0 6-9-0 8-0-0 0-11-2 Scale=1:46.0 6x6 n 6x6 3 4 T2 8.00(fib - 1 w 7 o ' 5 v �1 B B1 —_--_— 6 o - o 45 7 45 5x8 - 11-4-8 22-9-0 11-4-8 11-4-8 —Plate Offsets - - _ -- ---_--- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.67 Vert(LL) -0.06 7 >999 • M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.78 Vert(TL) -0.44 2-7 >603 BOLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.05 5 n/a BCDL 10.0 Code BOCAIANS195 1st LC LL Min 1/defl=360 Weight:92 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 5-0-6 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 2=1822/0-5-8,5=182210-5-8 Max Horz 2=-182(load case 2) Max Uplift2=-371(load case 4),5=-296(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=28,2-3=-1825,3-4=-1557,4-5=-1825,5.6=28 BOT CHORD 2-7=1489,5-7=1489 WEBS 3-7=131,4-7=131 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 371 lb uplift at joint 2 and 296 lb uplift at joint 5. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Jot) russ russ ype PROSCFC HG1 ROOF TRUSS 2 (optional) -137Revueu--- -,-S- Ki-s-N6VI 6-200 6diJs-ffl&§,'Ih6. W6d Adg'28 11:26:43 200 -1- eBuiWWrS ppIV cffen6dfFaWdy 2 Page 1-2 6-0-0 __1 13-3-0 20-7-4 -_O-O 48-0-0 48-11-2 -0T1 ' I _.- — + . - . I-- 0-11-2 6-0-0 7-3-0 7-4-4 6-9-8 7-4-4 7-3-0 6-0-0 0-11-2 Scale=1:86.4 U10 6x10 8.00 rTT 4X5 46 4X4 44 =46 4X5 3 T2 4 5 6 J2 7 8 9 T2— 10 V 1 3 W 6 W 5 W 2 W1 V T (6 4 'fit v 4 R I B 1 `co 6 5x8 21 20 19 18 17 16 15 14 13 5x8 — 2x4 11 5x8 6X8 M1120H= 4X4 45 5x8 2x4 11 45 — 6x8 M1120H= 1 6-0-0 1 12-0-0 18-0-0 24-0-0 30-0-0 42-0-0 48-0-0 6-0-0 6-0-0 6-0-0 6-0-0 6-0-0 6-0-0 6-0-0 6-0-0 -Pf5Fe-0ffs—eKE,Y)a2-.0­- - [3-:07-4.0-3 r7-4:0=3�r,-ff1:0=97- 0 0--1W,[19:U-4-0,F:dQ—eT— LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0,92 Vert(LL) -0.92 17 >620 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.96 Vert(TQ -1.26 17 >454 M1120H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.26 11 n1a BCDL 10.0 Code BOCA/ANS]95 1st LC LL Min I/defl=360 Weight:551 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Sheathed or 3-0-14 oc purlins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. WEBS 2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 2=7282/0-5-8,1 1=728210-5-8 Max Horz 2=-1 36(load case 2) Max Uplift2=-1529(load case 4),11=-1368(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-10812,3-4=-15246,4-5=-19092,5-6=-19092,6-7=-20417,7-8=-19092,8-9=-19092,9-10=-16246;10-11=-10812,11-12=32 BOT CHORD 2-21=8820,20-21=8856,19-20=16264,18-19=16264,17-18=19996,16-17=19996,15-16=16264,14-15=16264,13-14=8856,11-13=8820 WEBS 3-21=1001,3-20=7735,4-20=-3501,4-18=3741,6-18=-1692,6-17=661,7-17=661,7-16=-1692,9-16=3741,9-14=-3501,10-14=7735,10-13=1001 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building with exposure C ASCE 7-95 per BOCAIANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M1120 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1529 lb uplift at joint 2 and 1368 lb uplift at joint 11. 6)This truss has been designed with ANSIrrPI 1-1995 criteria. 7)2-ply truss to be connected together with iOd Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-I row at 0-9-0 oc. LOAD CASE(S) Standard 1)Regular:Lumber lncrease=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-130.0,3-10=-130.0,10-12=-130.0,2-11=-170.0 ob Truss Truss ype HG8 RO laers PROSCFC HG8 'ROOF TRUSS 0 " -a'- -Wellev—GeBuil ers upply;-Sc-henectady,N 06- (MpiVT6k-ll,)�fa-stFid:-�-lfi6.-Wbd-XLi�28-11:26-442002 Page1- 6-0-0 11-4-8 16-9-0 22-9-0 23-8-2 6-11-2 6-0-0 5-4-8 5-4-8 6-0-0 0-11-2 Scale=1:41.7 5x8 2x4 II 5x8 3 4 5 8.00 Ff2- W2 \Vl W2 \VI 2 6 7 B+; B-1— LT J C) 4x10 10 9 8 410 3x6 it 8x8 3x6 11 6-0-0 11-4-8 16-9-0 22-9-0 I I _ ----I 6-0-0 5-4-8 5-4-8 6-0-0 -plate Offsets"jxy): 12T--TO--S-,O--T-2FT3-.0-5-4,U-2-12FT5.V-5-4,0-2-12j,l6:0-10_-3­,0_-T-2 LOADING(psf) SPACING 2-0-0 CSI DEFIL in (loc) Ildefl PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.50 Vert(LL) -0.15 8-9 >999 • M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.89 Vert(TL) -0.21 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.08 6 n1a BCDL 10.0 Code BOCAIANS195 1st LC LL Min I/defl=360 Weight:117 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Sheathed or 3-9-0 oc purlins. BOT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 2=3494/0-5-8,6=3494/0-5-8 Max Horz2=136(load case 3) Max Uplift2=-735(load case 4),6=.617(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-4263,3-4=-4529,4-5=-4529,5-6=-4263,6-7=32 BOT CHORD 2-10=3478,9-10=3512,8-9=3512,6-8=3478 WEBS 3-10=948,3-9=1278,4-9=-660,5-9=1278,5-8=948 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 735 lb uplift at joint 2 and 617 lb uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1)Regular:Lumber Increase--1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-1 30.0,3-5=-1 30.0,5-7=-1 30.0.2-6=-1 70.O ob russ Iruss Type Qty ly PROSCFC ii ROOF TRUSS 23 P p 0 (op tional-B-eJ Ire—vue EB�-u rder Z-up—plV,-S-cffe-n-e-cfa-dy-,-N'rT23G6---------4-. u6W%us -- Wdd'Aub�28 11--26:45'2002_Pag�e I s 1 -20 trj6§,Inc.c. 37 2 1 SKI s NovN6v 16 F9__1 iA 6-0-0 0-11-2 6-0-0 Scale=1:29.0 2x4 11 3 8.00 rly co B-1 Ffl 3x5 4 2x4 11 6-0-0 6-0-0 LOADING(psf) SPACING 2-0-0 CS! DEFL in (loc) I/defl PLATES GRIP TOLL 55.0 Plates Increase 1.15 TO 1.00 Vert(LL) n1a - n1a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.06 24 >999 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a BCDL 10.0 Code BOCAIANS195 1st LC LL Min Ildell=360 Weight:22 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed, except end verticals. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF 165OF 1.5E WEDGE Left:2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 4=422/Mechanical,2=572/0-5-8 Max H,,z2=214(load case 3) Max Upiift4=-1 24(load case 4),2=-1 21(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=23,2-3=-0,3-4=-366 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building with exposure C ASCE 7-95 per BOCAIANS195 If end verticals;or cantilevers exist,they are exposed to wind. If porches exist, the are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)they to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 124 lb uplift at joint 4 and 121 lb uplift at joint 2. 4)This truss has been designed with ANSI/TP1 1-1995 criteria. LOAD CASE(S) Standard JOD cuss ype Truss PROSCFC ROOF TRUSS 22 1 1 A (optional I e-v-ue—B7U JluppryTSC-henectady,N Zub RI—s Nov 11 gstff6—s,Inc. Wed Adj-281 V26' 6-ne F evil N ply MiT6;�_Ina .4 -2002-Pdd6-1- 6-0-0 6-0-0 Scale= 1:28.3 2x4 I 2 8.00 rly I(V 3x5 3 2x4 11 6-0-0 6-0-0 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) Vdefi PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.99 Vert(LL) n/a - n/a M1120 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.46 Vert(TL) -0.06 1-3 >999 13CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n1a, BCDL 10.0 Code BOCA/ANS]95 1 st LC LL Min I/defl=360 Weight:20 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed, except end verticals. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF 1650F 1.5E WEDGE Left:2 X 4 SPF 1650F 1.5E REACTIONS(lb/size) 1=428/Mechanical,3=428/MechanicaI Max Horz 1=2D6(load case 3) Max 1lpliftl=-52(load case 4),3=-125(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-0,2-3=-371 BOT CHORD 1-3=0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCAIANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 1 and 125 lb uplift at joint 3. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard b Truss I Fuss I ype ty Jply PROSCFC J2 ROOF TRUSS 6 1 -8-lle-vu-e-B7u!f c-Fe-r§-S76-p-plV- �NTtioe-�k-al!e n�diFstFFei��,-IfVE-Wd-d'AUg 28 111:26�47-2002'Pg§6-1'- SZfie-n—ecta-dFN'n23G6-------------4.-20'i--SRI-9-Nov'16-200 -11-2 2-0-0 6-0-0_�O 0-11-2 2-0-0 4-0-0 Scale=1:14.6 4X4 2x4 i i 3 4 8.00 fTZ- i W2 T1 2 TJ F- BI- 3X5 3X5 6-0-0 6-0-0 -P[aEePffs:e:Es=, - LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.45 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.20 Vert(TL) -0.05 2-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 5 n/a BCDL 10.0 Code BOCAIANS195 1 st LC LL Min 1/deft=360 Weight:24 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E*Except* TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. T2 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 6=422/Mechanical,2=572/0-5-8 Max Horz 2=92(load case 3) Max Uplift5=-93(load case 3),2=-152(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=28,2-3=-380,3-4=-0,4-5=-251 BOT CHORD 2-5=286 WEBS 3-5=-309 NOTES 1)This truss has been designed for the wind loads generated by 90.mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 6.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with,exposure C ASCE 7-95 per BOCAIANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 lb uplift at joint 5 and 152 lb uplift at joint 2. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard n Y Job------ Tru rT uss yT pe----- -------------- -(}ty Ply. PROSCFC �J3 ROOF TRUSS 6 1 (optianal)- e Ievue'Bui1 ers uppfy 5chenectaay N 12306. --4:201--` R1 s Nov l6 200 MITek Indust" -s fno Wed Aud�28 11:26A8-2002 Page I 0-11-2 4-0-0 0-11-2 4-0-0 2-0-0 Scale=1:22.2 44 - 2x4 I I 3 4 T2---- -- 8.00 F1T 1 r 1 2 B-1 o - 5 3x5 - 3x5 F 6-0-0 1 6-0-0 -P at'te Offsefs(XlY)' [2V. -2--9'0=1=8 — - —^- _- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.13 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.16 Vert(TL) -0.05 2-5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/dell=360 Weight:27 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E*Except* TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. T2 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 5=422/Mechanical,2=572/0-5-8 Max Horz2=158(load case 3) Max Uplift5=-106(load case 4),2=-139(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=28,2-3=-198,3-4=-0,4-5=-121 BOT CHORD 2-5=158 WEBS 3-5=-291 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chard dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCAIANS196 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 lb uplift at joint 5 and 139 lb uplift at joint 2. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ob russ — --- russ Type ---- Qty --per- -- - - -- PROSCFC .14 ROOF TRUSS 12 1 (optional) e evt ue Bui(-ers upp y, c e"ii--riecta'dy,N 230B' - - `—T- - 4 2Di- R"1 s ov 16 200 MaT6I Ind59Ifies,lnc:Wed Aug 28 11-.26:d9 2002 Page 1 -a11-2 2-0-0 0-11-2 2-0-0 Scale=1:11.1 3 8.00 Ff2- d- — . o T1 2 _ o B1 1 4 3x5 - 2-0-0 ---I 2-0-0 Plate offsets 2:0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (foe) I/dell PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.05 Vert(LL) n/a - n/a- M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code BOCNANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:9 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Sheathed or 2-0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(lb/size) 3=94/Mechanical,2=303/0-5-8,4=19/Mechanical Max Harz 2=85(load case 5) Max Uplift3=-64(load case 5),2=-71(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=55,2-3=41 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building ,with exposure C ASCE 7-95 per BOCNANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 3 and 71 lb uplift at joint 2. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Jo Truss TrussI ype PROSCFC Tl DGE FINK (optional) -B-eII67v-ue B011ders supplyy�Sc-Fe-necffd-y-,NY T2396---- -4.20T--,L­sNov 6-2GO�(MiT6Uff-dd§tfi7e-s,-Iff6.-Wbd Aug 28-11:26'502002 Pgde-i 11-8-8 I 23-5-0 11-8-8 11-8-8 Scale 1:53.0 44 6 2x4 I1 4 II 8.00 FTT 2A 11 5 7 2A S15 2A C6 2x4 11 11 3 S14 S 4 2x4 11 ST3 S 3 2 10 11 Nr C) U5 20 19 18 17 16 15 14 13 12 3x5 2A 11 2x4 11 2A 11 2x4 11 5x6 2A 11 2x4 11 2A 11 2A 11 23-5-0 23-5-0 Flate urtsets -- LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) Vdefl PLATES GRIP TCLL 55.0 Plates Increase 1:15 TC 0.22 Vert(LL) n/a n/a M1120 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.14 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 11 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:102 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.511 TOP CHORD Sheathed or 6-0-0 ocpurlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 1=223/23-5-0,16=257/23-5-0,11=223/23-5-0,17=294123-5-0,18=319/23-5-0,19=225/23-5-0,20=499/23-5-0,15=294/23-5-0,14=319/23-5-0, 13=225/23-5-0,12=499/23-5-0 Max Horz 1=-245(load case 2) Max Uplift 1=-47(load case 2),17=-98(load case 4),1 8=-1 17(load case 4),19=-80(load case 4),20=-1 78(load case 4),15=-95(load case 5), 14=-1 18(load case 5),13=-80(load case 5),12=-178(load case 5) Max Grav 1=223(load case 1),16=257(load case 1),11=223(load easel),17=307(load case 6),18=319(load case 1),1 9=226(load case 6),20=499(load case 1),15=307(load case 7),14=319(load case 1),13=226(foad case 7),12=499(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=83,2-3=-135,3-4=-109,4-5=-115,5-6�113,6-7=-113,7-8=-115,8-9=-109,9-10=-135,10-11=-152 BOT CHORD 1-20=35,19-20=35,18-19=35,17-18=35,16-17=35,15-16=35,14-15=35,13-14=35,12-13=35,11-12=35 WEBS 6-16=-216,5-17=-256,4-1 8=-272,3-19=-212,2-20=-393,7-1 5=-256,8-14=-272,9-13=-212,10-12=-393 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOGAIANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 1,98 lb uplift at joint 17,117 lb uplift at joint 18,80 lb uplift at joint 19,178 lb uplift at joint 20,95 lb uplift at joint 15,118 lb uplift at joint 14,80 lb uplift at joint 13 and 178 lb uplift at joint 12. 7)This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard W 4 Job russ russ ype y PROSCFC TIGD ROOF TRUSS 2 �2 (optional) -B-eire—vue 13-ma—ers-S-u-p-ply—,S-cFe---nnecf-ady--�­N 23G6-- —4-.20T--SR`f-sN5T1B-200)MiTe-k-I-n-dFsff1es-,Inc. Wed Aug 28 11:26-:512002 Page 1 6-0-6 11-8-8 23-5-0 6-0-6 5-8-2 5-8-2 6-0-6 Scale= 1:55.4 4x5 11 3 8.00 Fff 2A 2A CP cc 2 5 131 0 4A r, 8 7 6 4X 3X5 46 3x5 9-1-7 1 14-3-9 23-5-0 9-1-7 5-2-1 9-1-7 Plate Uffse (X,Y): 1V0--1-5,0-1- LOADING(psf) SPACING 2-0-0 CS] DEFL in (loc) I/deft PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0.15 1-8 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -023 1-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.03 5 n/a BCDL 10.0 Code BOCAIANS195 1st LC LL Min Vdefl=360 Weight:208 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc;bracing. WEBS 2 X 4 SPF 1650F 1.5E REACTIONS(lb/size) 1=3444/0-5-8,5=3444/0-5-8 Max Horz I=-260(load case 2) Max Upliftl=-616(foad case 4),5=-616(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-3954,2-3=-3505,3-4=-3505,4-5=-3954 BOT CHORD 1-8=3205,7-8=2407,6-7=2407,5-6=3205 WEBS 2-8=-472,3-8=1650,3-6=1650,4-6=-472 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,In the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase is I:33 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 616 lb uplift at joint I and 616 lb uplift at joint 5. 4)This truss has been designed with ANIS I/TPI 1-1995 criteria. 5)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate lncrease=1.15 Uniform Loads(plf) Vert:11-3=-1130.0,3-5=-130.0,1-5=-170.0 Job Truss russ I ype PROSCFC T2P13 PIGGYBACK - o -Be1l —Bnl-ers —1�--S-6dt. SR1 S NOV 162000MiT6k Wed'Aug 28 1 1:26:52-2002"Pa4d I 8-0-0 16-0-0 8-0-0 8-0-0 Scale=1:36.7 4x4 3 8-00 Fly IVI 0 T T1 4 Lh 2 45 0 C:) 3x5 6 3x5 C> C) 2A 8-0-0 15-2-14 6-0-0 P-9-� 1 6-9A 7-2-13 7-2-14 0-9-2 —Plate Onsets(X,Y): LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 54.0 Plates Increase 1.15 TC 1.00 Vert(LL) -0.02 6 >999 M1120 197/144 TCDL 10.0 Lumber Increase '1.15 BC 0.52 Vert(TL) -0.03 6 >999 BCLL 0.0 Rep Stress Incr YES W13 0.00 Horz(TL) 0.01 4 n1a BCDL 1.0 Code BOCAIANS195 1st LC LL Min Ildefl=360 Weight:44 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 210OF 1.8E TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF 1650F 1.5E REACTIONS(lb/size) 2=1004/0-5-8,4=1004/0-5-8 Max Horz2=-160(load case 2) Max Uplift2=-260(load case 4),4=-260(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=17,2-3=-798,3-4=-798,4-5=17 BOT CHORD 2-6=655,4-6=655 WEBS 3-6=14 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 1.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANS]95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)The bottom chord dead load shown Is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 4)Provide mechanical connection(by others)of truss to hearing plate capable of withstanding 260 lb uplift at joint 2 and 260 lb uplift at joint 4. 5)This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard Job TrussTr—uss—Type Qt Ply. - PROSCFC T3 ROOF TRUSS 5 1 Bellevue Ely,9( Ub 4.201 5 R I s V-1 6-200 (NiTrjoink-allhgs-fr—ie—s, Wed-Aug 28 1126:54 2002 Page-i -13-11 T2 5-8-14 11-4-8 17-0-2 22-9-0 2 1 3-8-1 2 0-11-2 5-8-14 5-7-10 5-7-10 5-8-14 0-11-2 Scale=1:55.4 4X4 4 8.00[IT 2x4 2A 3 5 C6 W 2 1 7 to 4x6 11 8 4x6 5x8 11-4-8 22-9-0 11-4-8 11-4-8 Plate Off s­eTs-JX- LOADING(psf) SPACING 2-0-0 CS1 DEFIL In (loc) I/defi PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.80 Vert(LL) -0.08 8 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.51 6-8 >530 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.06 6 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl=360 Weight:85 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 3-10-11 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1,5E BOT CHORD-Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF 165OF 1.5E WEDGE Left:2 X 4 SPF 165OF 1.5E,Right:2 X 4 SPF 165OF 1.511 REACTIONS(lb/size) 2=182210-5-8,6=1822/0-5-8 Max Horz2=-257(load case 2) Max Uplift2=-324(load case 4),6=-324(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=23,2-3=-2032,3-4=-1429,4-5=-1429,5-6=-2032,6-7=23 BOT CHORD 2-8=1632,6-8=1632 WEBS 3-8=-539,4-8=836,5-8=-539 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCAIANS195 If end vefficals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 324 IIJ uplift at joint 2 and 324 lb uplift at joint 6. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard oti Truss russ T a RfTsNov16-2000 miTdk1Aaus-ties,-iff-c-. W6d Aug 28 11:26 dg 55 2002 Page PROSCFC VM1 QUEENPOST I I -_B61fe­Vue 9�011der s Supp y,S156��enecfakdy-T 306 -4-2UI—l (optional) 10-8-1 21-4-2 10-8-1 10-8-1 Scale=1:47.4 4x6 4 8.00 FIT 2X4 11 2x4 11 5 co T 3 T1 2x4 11 E12 2 W 11 2 6 t 7 :? XXXXXXXX� 3x5 12 11 10 9 8 3x5 W 1I 2A 11 5x6 2A II 2A 11 21-4-2 21-4-2 -Plate Uttsets(X,Y): [11 :0-3-0,0--3-01 LOADING(psf) SPACING 2-0-0 CS11 DEFIL in (Ioc) I/defi PLATES GRIP TCLL 55.0 Plates Increase 115 TC 0.31 Veri(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 13C 0.05 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 023 Horz(TL) 0.00 7 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl=360 Weight:71 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 6-0-0 cc pudins. BOT CHORD 2 X 4 SPF I 65OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF 1654F 1.5E REACTIONS(lb/size) 1=140121-4-2,10=495121-4-2,7=140/21-4-2,11=618/21-4-2,12=523/21-4-2,9=618/21-4-2,8=523/21-4-2 Max Horz 1=221(load case 3) Max Upliftl=-57(load case 2),7=-1 3(load case 3),11=-227(load case 4),12=-1 85(load case 4),9=-227(load case 5),8=-1 85(load case 5) Max Grav 1=1 40(load case 1),1 0=495(load case 1),7=1 40(load case 1),11=646(load case 6),12=523(load case 1),9=646(load case 7),8=523(load case I) FORCES(lb)-First Load Case Only TOP CHORD 1-2=25,2-3=-224,3-4=-233,4-5=-233,5-6=-224,6-7=-117 BOT CHORD 1-1 2=72,11-12=72,10-11=72,9-1 0=72,8-9=72,7-8=72 WEBS 4-1 0=4116,3-11=-536,2-12=449,5-9=-536,6-8=-449 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCAIAN8195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase Iq 1.33,and the plate grip increase Is 1.33 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 1, 13 lb uplift at joint 7 ,227 lb uplift at joint 11,185 lb uplift at joint 12,227 lb uplift at joint 9 and 185 lb uplift at joint 8. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Job russ russ Type -QFY Ply -- PROSCFC IVIV1110 HIP 1 1 (optional) Bel - levue Bders Su pply;U-ppryTScFe-ne6fFa-d`y-,N 23W------4-.201-,r Hi s NOV'T6200 'Wdd-Auci28*1*1--26:56 2002-P5-g-6-1- 8-3-9 26-4-9 34-8-2 8-3-9 18-1-0 8-3-9 Scale=1:60.7 3x5 2x4 11 2x4 I U5 2A II 3x5 2A 11 2A 11 8.00 r12- 3 4 T9 5 6 7 8 9 10 2A 11 2A 2x4 11 2A 211 T S12 S12 S72 S12 S72 T 19 T 1 19 19 1 S 1 S 1 1 12 _E3_ 6, XXXXXXX Xz 6 3x7 r 21 20 1918 17 1615 14 13 3x7 -.� 2A 11 2A 11 3x5 = 2A ii 3x5 = 2x4 II 2A ii 2A 11 2x4 11 34-8-2 34-8-2 LOADING(psf) SPACING 2-0-0 CS) DEFL in (loc) I/dell PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.46 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.25 Vert(TL) n1a - n1a BCLL 0.0 Rep Stress Incr YES WB 018 Horz(TL) 0.01 12 We BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:117 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 6-0-0 ocpurlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 1=329134-8-2,12=329/34-8-2,18=12/34-8-2,16=12/34-8-2,17=586/34-8-2,19=609/34-8-2,20=515/34-8-2,21=770/34-8-2,15=609/34-8-2, 14=515134-8-2,13=770/34-8-2 Max Horz I=-I 71(load case 2) Max Uplift I=-20(load case 5),12=-5(load case 5),17=-1 24(load case 3),19=-1 46(load case 4),20=-1 07(load case 3),21=-268(load case 4),15=-1 47(load case 4),14=-82(load case 2),13=-265(foad case 5) Max Gravl=329(load case 1),12=329(load case 1),18=19(load case 7),16=19(load case 6),17=686(foad case 1),19=610(load case 7),20=538(load case 6), 21=776(load case 6),15=61 0(load case 6), 14=538(load case 7),13=776(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=128,2-3=-217,3-4=-51,4-5=-51,5-6=-51,6-7=-51,7-8=-51,8-9=-51,9-10=-51,10-11=-217,11-12=-223 BOT CHORD 1-21=51,20-21=51,19-20=51,18-19=51,17-18=51,16-17=51,15-16=51,14-15=51,13-14=51,12-13=51 WEBS 7-17=-514,5-19=-533,4-20=-457,2-21=-619,8-15=-533,9-14=-457,11-13=-619 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated.by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 1,5 lb uplift at joint 12 ,124 lb uplift at joint 17,146 lb uplift at joint 19,107 lb uplift at joint 20,268 lb uplift at joint 21,147 lb uplift at joint 15,82 lb uplift at joint 14 and 265 lb uplift at joint 13. 6)This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard PROSCFC VMI1 ROOF TRUSS nI slvnv 1n-200 'vv6u7mgxon-2nsr-cooz'Page l- 8'8'10 ou'4'io uu'o' -------+--------'----- ----------|---- ---' - --- --- | 8-3'10 14-1'0 8'3'10 800|e=1:51.1 3x5 � 2x4 || 2x4 || 2x4 || 2x4 || 3n5 = « 5 6 7 8 2x4 I 10 11 2x4 U 2x4 U 2x4 U 5X6 ,= 2x4 U 2x4 U 2x4 U on'e' - ---- ---------| 30-8-3 Plate LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP Lumasm om/unmo TOP CHORD zx4apr1aoop1.os TOP CHORD Sheathed uro*'ouopvmns. noT CHORD rX4npr1nooF1.us noTCHORo Rigid ceiling directly applied or1o*-nwcbracing. VTnEgo 2x4 SpF1Voup1.sE ns*cn¢woVmoize> 1=x1umo'8-o.11=u1emo'a'u.1n=eomno'o'u.1o=moxno-u'o.1r=as1/ou'a-n'1o=moumo'o-o.14=oa1mo-n'u.|m=nscmn-o-a./2=sou/ao'o'a Max xuo1='1z1(load case z) Max ucase u case 4).18=I17(|mw case o).17='14u(|000 case^).1n='u1o(luoo case 4).1*=1c4<|mao Max omw1=uz7(lvou case 8)'11=zux(|buu case 7).1a=omo(foao case 1).1n=sy*(|oou case 7).1r=so1(load case 1).1o=sou(|vao case u),1*=se*(waucase o).1o=5ouVuau case 1\12=on (load case r) FORCES,(Ib)-First Load Case Only TOP CHORD 10'11=-I91 aoTononD1-1 11-1z=o^ vvsao 6'15=529.5-16~'501.3-17=-473 2'18~-490.7-14~-501.*-13~-47\10'12=489 morso 1>This truss has been checked for unbalanced loading conditions. x>This truss has been designed for the wind loads generated»y 90 mphwinds xnx above groundlevel,using oops top chord dead load and 6.0 psf bottom chord dead load,in the gable end root zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANS195 If end veA!cals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip Increase is 1.33 3)Provide adequate drainage to prevent water ponding. *)Gable requires continuous bottom chord bearing. a)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 1,19 lb uplift at joint 11 mcm uplift umjoint 15 nr|u uplift atjoint 1n.1*u|u uplift at joint 17,u1om uplift atjoint 1o.1e*muplm.at/mnt1^.11amvpxx at joint 10 and 22mm uplift at joint 12. n)This truss has been designed with*maxrp|1'1onncriteria. coAoCxme(S) Standard Job russ Truss I ype y ply PROSCFC VM12 ROOF TRUSS 1 -Bellevue Elui ers-�uVpiy-TS-cffe--n—e--ct-a-ady—,N' f2306----- -.20`11--- R —s Nov- W6d Aug 28 11:26`59-2002-P546-1 8-3-10 18-4-10 26-8-3 8-3-10 10-1-0 8-3-10 Scale=1:46.2 3x5 2A I I 2A I i 2A 11 3x5 3 4 5 6 7 T9 co 8-OOFTT W 2A I i 2 8 8-00 FTT 2x4r ST2 -qT2 M2 2A 2 8 1 L T T1 1 1 19 LO co 3x7 14 13 12 11 10 W 2A 11 2A 11 5x6 = W 11 2A 11 26-8-3 26-8-3 "Prate Offs-e-Fs(X,�. �-8, - LOADING(psf) SPACING 2-0-0 CS1 DEFL In (loc) I/defl PLATES GRIP TOLL 55.0 Plates Increase 1.15 TC 0.46 Vert(LL) n/a - n/a. M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.25 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 9 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defi=360 Weight:87 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 ocpurlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF 1650F 1.5E REACTIONS(lb/size) 1=335/26-8-3,9=335126-8-3,12=639/26-8-3,13=504/26-8-3,14=771/26-8-3,11=504/26-8-3,10=771126-8-3 Max Horzl=-171(load case 2) Max Uplifti=-20(load case 5),9=-6(load case 5),12=-142(load case 4),13=-104(load case 3),14=-268(load case 4),11=-82(load case 2),10=-265(foad case 5) Max Grav1=335(load case 1),9=335(load case 1),12=643(load case 6),13=526(load case 6),14=777(load case 6),11=528(load case 7),10=778(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=116,2-3=-228,3-4=-60,4-5=-60,5-6=-60,6-7=-58,7-8=-226,8-9=-234 BOT CHORD 1-14=60,13-14=60, 12-13=60,11-12=60,10-1 1=60,9-10=60 WEBS 5-12=-546,4-13=-449,2-14=-618.6-11=-449,8-10=-618 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 1,6 lb uplift at joint 9, 142 lb uplift at joint 12,104 lb uplift at joint 13,268 lb uplift at joint 14,82 lb uplift at joint 11 and 265 lb uplift at joint-1 0. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard � . ' | | a Te ue B01 Jers SUp—pryTS-ch—en-e-cla-dy-;-N 2s3s 4.ZU1 t R1 S NOV "6-201�r���DD§�C-|w�-W6d4udun11:urxmauoo'p��r/ 8'3- O 14'4'10 22'0'3 �--------- � ---'--'--�-----'-------------'---'|'------------- ---- . ' 8'340 0'1'0 8'3 10 0os|e=1:41.0 mm = 2x4 || 2x4 || 5x5 =� T IT2 T 2N1 2x4 11 Lh .Z2 8 A 3x5 14 13 12 11 10 0x5 ', 2x4 U 2x4 U 5x0 = 2x4 U 2x4 U ^^.~ LUMB22-8-3 LOADING(psf) SPACING 2-0-0 CS] DEFIL in (loc) Well PLATES GRIP ER BRACING emAumm TOP CHORD ux4npp1000p1.os TOP CHORD Sheathed u,xo'oovnumno. ooroHoRo 2x*spr165np1.5s aoTc*nno Rigid ceiling directly applied o,1n-0'nmubracing. ornsnn 2x4mpr165op1.5s REACTIONS |ma 1=2ur122-o-n.o=22ou2-n-a.12=ase2u-8'o.1n=54mou-8-3.14=oe1u2-a-3.11=s*wc2-8'o./o=5omo2'u-o Max Horz 1 4r1 ��� (load case 2).g=-26(load case a),|2=-114(load case 3),13=-140(load case 4),10-21e(load case 4),11=-121(load case 5),10=-219(load case Max anm1=uox(lomo case o).o=z4o(loau case 7),1e=uooVoou case o>.1o=a4n(|uao case 1),/*=oo*(lvao base o).11=a**(/oam case 1).1o=auoV000 case n FORCES(lb)'First Load Case Only ropC*ono 1'2^-21oc'n~�ono� � ~ 5r.+u=',1rs'o~'11uo� � � 5*.po~�o*.u*~'u10 aoTc*ono 1'14=11� 1u'1o=11r./1'12=11r.1o'11=11r.n'1o=11r vxsBa 5'12~-475.3'i3~-*64,2'1*~~490.7-11~~465.8'10~-490 moTso 1>This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verficals;or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 u Provide adequate drainage to preventwater ponmno 4)Gable requires continuous bottom chord bearing. o)Provide mechanical connection(by others)o/truss tu bearing plate capable o,withstanding oum uplift otjoint 1 uo|u uplift at joint o 114muplift at joint 12.1*o|»uplift ajoint 1x.u1nm uplift atjoint 14.121 /u uplift at joint 11 and u1om uplift u,joint 10. n>This truss has been designed with mvomP/1'1000criteria. LOAD cxos(o) Standard [ ll Jab russ russ ype --- - --- Oly— Ply- -- ---- ... PROSCFC VM14 ROOF TRUSS 1 1 ers S el vue Bui u (apfiona Belq ppfy;'Scii'eriecTa�C y,N 1 4i20�fi fT1 s iJav fi 200 Mil eli"IridusCies;I iTc7 Wed'NO g 28 11:27:01 2002 Page 1 8-3-10 10-4-10 18-8-3 8-3-10 2-1-0 8-3-10 Scale=1:40.9 2x4 11 3x5 - - 3x5 — 3 4 5 T 8.00 Fff 2x4 I I 2x4 I I 2 6 cc> T 1 u> 1 1LO 1 7 1 B1 3x7 10 9 8 3x7 2x4 lI 5x6 — 2x4 11 — 18-8-3 18-8-3 —Piste eOffsets LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Wall PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.48 Vert(LL) n/a - n/a. MI120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.26 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 7 nla BCDL 10.0 Code BOCAIANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:58 lb _ LUMBER BRACING ----- __ `— TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 1=378/18.8-3,7=378118-8-3,9=343/18-8-3,10=780/18-8-3,8=780/18-8-3 Max Horz 1=-171(load case 2) Max Upliftl=-34(load case 5),7=-22(load case 4),9=-24(load case 3),10=-273(load case 4),8=-271(load case 5) Max Gravl=378(load case 1),7=378(load case 1),9=343(load case i),10=792(load case 6),8=793(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-312,2-3=-308,3-4=-125,4-5=-125,5-6=-307,6-7=-312 BOT CHORD 1-10=125.9-10=125,8-9=125,7-8=125 WEBS 4-9=-309,2-10=-622,6-8=-623 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCAJANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of Withstanding 34 lb uplift at joint 1,22 lb uplift at joint 7 24 lb uplift at joint 9,273 lb uplift at joint 10 and 271 lb uplift at joint 8. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard v ' ~ moxevuouu�o� uonom o v o � / u�nnxnn v �oguai17uuuoum wupm o om � � p ' T-4- 14'0- �---------------�—���---------------|—'------ --' -----��--'— ' — | 7-4-2 7-4-2 Scale= 1:32.6 4x6 � 3 . 14'8'@ 14-8-3 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP LUMBER oRAcwo TOP CHORD ux^app1snup1.5s TOP CHORD Sheathed mo-0-0ocnumno ooT CHORD xx4aPp1saop1as anTc*ono Rigid ceiling directly applied or1o**wcbracing. or*sno 2x4app1650p1.5E msAnr/oma 1=xow14-8'3,o~uow1**'o.r=o/s14'o*.o~omm1*'u'u.e~onm/4-u'u Max noo1='1*o(moo case z) Max upoft1=-34(louu case o),o='14|oad case 4).r='1(load case 4).o=-21 1(load case u) o=`u11(load case a> Max Gmn1=uo*Vvud case 1>.o=2o 1).r=o1x(loau case 1).o=oo1(load case h).o=Vo1(load case 7) FORCES -FirstuwooCaoeVnly ToPcHomo1-2=a2.o'o='2auu'o=eax *-m=-174 oOrononV 1'8=78 r'o=7u�-r o vvEoa u-7=��r,o-a=-�To.4'6�47s� NOTES 1>This truss has been checked for unbalancedloading conditions. 2}This truss has been designed for the i u|uauuoene'oteuuroomphwinuaat000auovoomunu|e,m.voinnn.ovs,tu»xhond dead load and oo psfouno chord dead|ood in end morzone onunucoununq'oe\eoo�|| onnoioun|enuon*ubuilding with re ASos�95m� � �n�� �� � ���|�� ioo|nuroanmn,nroexist, orare axmmou�uwind. npomhoaexist, ���are not exposed tvwind. The mmborooL increase i��.ux'and maplate unpl mnveaseio1.00 o)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)m truss to bearing plate capable o,withstanding x4m uplift otjoint 1. 1*m uplift et joints 1(»uplift otjoint 7,o11m uplift u joint 11m uplift ot joint u. o>This truss has been designed with AmsmP|1'1ooncriteria. LOAD oAoE(o) Standard J00 russ russ I ype PROSCFC VM16 ROOF TRUSS I [i (optional -EFelrr�e—MvG�—eB�7-u ers Su—pplFS-ch-e-ne—cfa-dy—,Rn 2306---- —4�.Zff�ARITNbv 1-6-200)MiT6WI%11 -u§tfid§-,Vi-c.-W6d Nud 28-11;27:03 2002 Page 1 5-4-2 10-8-3 5-4-2 5-4-2 Scale=1:23.7 44 2 8.00F1 T C\1 T T (6 Ch 3 2A 2A 11 2A 10-8-3 10-8-3 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) Well PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.46 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.10 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WS 0.08 Horz(TL) 0.00 3 n/a BCDL 10.0 Code BOCAIANS195 1st LC LL Min I/defl=360 Weight:29 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 1=421/10-8-3,3=421/10-8-3,4=617/10-8-3 Max Horzl=106(load case 3) Max Upliftl=-82(load case 4),3=-96(load case 5),4=-59(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-101,2-3=-101 BOT CHORD 1-4=84,3-4=84 WEBS 2-4=-519 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to Wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 lb uplift at joint 1,96 lb uplift at joint 3 and 59 lb uplift at joint 4. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard russ. . ___._._._.� rt.Uss yl. pe__._.---_.__�_.—.._ ._ -Oty ..PIY ----- ._. PROSCFC VM17 ROOF TRUSS 1 �1 — — (optional) Bellevue Bult ers Supp y,Schenectady;N 2306 - .203— R•�Nov-f6 200-Mitlek Indusfnes,Inc. Wed Aug 28 11:27:04 2002 Page 1 l 3-4-2 -- l 6-8-3 3-4-2 ....__. _... ..-.i 3-4-2 3-4-2 Scale=1:15.5 3x5 - 2 8.00 Fff w T 1 N N 3 • 1 2x4 2x4 6-8-3 — — — —I 6-8-3 -Pla O se s ge LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.14 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.15 Vert(TL)) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Cade BOCAIANS195 1 st LC LL Min I/deft=360 Weight:16 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(lb/size) 1=429/6-8-3,3=429/6-8-3 Max Horz 1=62(load case 3) Max Upliftl=-66(toad case 4),3=-66(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-335,2-3=-335 BOT CHORD 1-3=279 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition t enclosed building ,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals orcantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 1 and 66 lb uplift at joint 3. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard e , 'A — ' — POST PROSCFC VM2 QUE:� 1 1 '-B-ell�vwe B-Olders S—uppI�,--Sdh—endct5dFNL2s — �nwvv�ounoomnNA,6,smuo 166. Wed Aug ou11 8'8-1 17-4-2 �----------'----------------'----F----- ' --- --'-- --'------ | 8'8-1 8-8-1 Smale=1:88.5 45 —'`.19 CP 2x4 U 5x6 2x4 U 174-2 17-4-2 _ LOADING(psf) PACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP Lomosm om/u:/wm TOP CHORD uxuopp1uooF 1.5s TOP CHORD Sheathed o,a*-0vvpumno aoTo*ono 2x4aPp165nF 1.6s amTc*ono Rigid ceiling directly applied or/u'o'000bracing. or*sna 2x4npp165up1.5s esAor|mmm(lu/s/ca) 1~uuw1r'*'z.r~*ow1p*'u.a~eo*/1r'4-z.u~rum1r'4'x.o~roa/1p4'u Max noczI='I7o(|ouo case c) Max Uplift/=-4c(l,au case o),o=`1 o4. case 4\n=-2ux|owd case o) Max sra,1=ze4(|o*d case 1).7=4o^(lnud case 1).s=2o4(mad case 1).o=7no(|oao case o).n=rnn(|vao case 7) FORCES(lb)'First Load Case Only roPoyomo1-u=ao'z'x=-oos ;-^='2nn4-e=-c17 BoTC*oRo 1-8=677-8=67,6-7 '7 WEBS o-r='402.u'u=� �� ��v. �� 74 NOTES 1}This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and unpo,uuuomohu�dead|oou in the meend mmzone unan occupancy category|| oonumon/enclosed building with oxnuoum�*nosr'os��aOCA�N���|ro���omva/oo,coomevomoxint mo'are axmmou\owmu. n porches exiot h��am not exposed tovmu. The mmoo,00Linomovo/x1.un.and meplate grip�no�000io1�ou o}ea»|o requires continuous bottom chord bearing. 4}Provide mechanical connection(by others) bearing plate capable of withstanding 42 lb uplift at joint 1,18 lb uplift at joint 5 usum uplift ut joint o and usx|u uplift a joint e. o}This truss has been designed with»muxTp|1'1onscriteria. LowooAns(a) Standard i r u [PROSCFC o jVM3 russ_.__..-.._____ r1uss Type - --- _.._ _,.Oty.._._II Ply ROOF TRUSS 1 1 — (optional)Bellevue SuiTdSupp y 5chenectady-N 12308- --�:261 FTi s Nov 16300 MiTet<IndustTies,Inc. Wed Aug 28 11:27:07 2442 Page 1 6-8-2 13-4-3 6-8-2 6-8-2 Scale=1:29.6 4x6 3 8.00 Ff2- 2x4 I i T T T1 � 2x4 !! 4 2 4 1 5 3x5 .5�, 3x5 2x4 I i 2x4 I I 2x4 11 13-4-3 - — -I 13-4-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.29 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.06 Ved(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a ' BCDL 10.0 Code BOCAIANS195 (Matrix) 1st LC LL Min 1/defl=360 Weight:39 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF 1650F 1.5E REACTIONS(lb/size) 1=148/13-4-3,5=148/13-4-3,7=526/13-4-3,8=518/13-4-3,6=518/13-4-3 Max Horz 1=-135(load case 2) Max Upliftl=-36(load case 2),5=-10(load case 4),7=-15(load case 4),8=-195(load case 4),6=-195(load case 5) Max Gravl=148(load case 1),5=148(load case 1),7=526(load case 1),8=556(load case 6),6=556(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=14,2-3=-233,3-4=-233,4-5=-129 BOT CHORD 1-8=81,7-8=81,6-7=81,5-6=81 WEBS 3-7=-443,2-8=-444,4-6=-444 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANSi95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift.at joint 1,10 lb uplift at joint 5 ,15 lb uplift at joint 7,195 lb uplift at joint 8 and 195 lb uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard - Job russ ru 5 Qty JPIy.-T PROSCFC VM4 ROOF TRUSS I (optional) -neFe—vueSui eFs-Zu—ppl�,-S-cfTen—ecFa-dy- N(-12306-----------'-------4-.20'l—,�RI—s Nov 16-20011 MiT61�lnFdU-sfr-i6s;-Ihc�.-'Wed Aug 28 11:27.08 2002-Page-1- 4-8-2 9-4-3 I---- 4-8-2 4-8-2 Scale=1:20.7 4X4 2 8.00 Fff T T C13 3 xi 2A 2A I 2A 9-4-3 9-4-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.33 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.07 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 3 n/a BCDL 10.0 Code BOCA/ANSI95 1 st LC LL Min I/defl=360 Weight:25 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.511 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 1=363/9-4-3,3=363194-3,4=532/9-4-3 Max Horzl=-91(load case 2) Max Upliftl=-71(load case 4),3=-83(load case 5),4=-51(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-87,2-3=-87 BOT CHORD 1-4=73,3-4=73 WEBS 2-4=-448 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 1,83 lb uplift at joint 3 and 51 lb uplift at joint 4. 5)This truss has been designed with ANS I/TPI 1-1995 criteria. LOAD CASE(S) Standard -�-_- ' PROSCFC -- Rli-s-Nollf ��Wed Aug ux11:27�0SuuV2-p-6dbi-I- 2-8-2 5-4-3 s-4-a ---_ / 2-8-2 2-8-2 Sco|o=112.O 3X5on � 131 5'4-3 -------------' LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP Lumasm anmomm TOP CHORD xx*opF 1650F 1.5E TOP CHORD Sheathed v,s-4'xovpumno. oo7 CHORD uX 4 Spr1osop1.os onToHono Rigid ceiling directly applied m1o'o'uvobracing. REACTIONS 1=oums~+u.u=a2aus4- Max nvrz,=w*/ouv case uMax Upliftl=-50(load case ).o=so(|oow case s) FORCES 'First Load Case Only TOP CHORD 1'2=-257.2-3=-257 ooT CHORD 1'n~u14 worsm 1}This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead u�o ,uom, chord in the mueoov|| onnmoon|anomuoouvimmo "" ~'' exist, exposed npu�n000xio� wuxaxpouumcxucE/'e5�ruuCammxm5n end vor/cmmorcmnm*v*,s x they are � . �eywm not exposed to wind. /on|vmunrooLinn�aoaio1.00.an^mop|a/o-�—�nomaon/�1�3--'''— ',------ o)eob|umquimmonninvoushoxnmcmombeanno. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 lb uplift at joint I and an|^uplift at jomta. ^ s>This truss has been designed with AwaxTP|1-1ayocriteria. LOAD oAms(m) Standard russ Truss Type -Qry --- Ply PROSCFC M6 ROOF TRUSS 2 1 tior a Bellevue Builders S—up`plFS-cfi-en-e—cTa-dFfV(12306— 4-.2 0-1 S M-9 Nov-f 6 200 (OlVARi T 6 kL Industries;) 1 6. Wed Aug28 112 7:10 2002 Page 1 9-6-2 19-0-3 9-6-2 9-6-2 Scale=1:42.2 4x5 3 8.00(12- 2A 2A I 2 ET2 4 CD ET1 5 B-1 W r 8 7 6 3x7 2x4 11 5x6 v 2A II 19-0-3 19-0-3 Plateuttsets(X,y): 17:0-3-0,0-3-01 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defi PLATES GRIP TCLL 55.0 Plates Increase 1.15 TC 0.52 Vert(LL) n/a - n/a M1120 197/144 TCDL 10,0 Lumber Increase 1.15 BC 0.27 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 5 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix)' I st LC LL Min I/defl=360 Weight:60 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF 165OF 1.5E REACTIONS(lb/size) 1=342/19-0-3,5=342/19-0-3,7=394/19-0-3,8=815/19-0-3,6=814/19-0-3 Max Harz l=-196(load case 2) Max Upliftl=-47(load case 5),5=-22(load case 5),8=-294(load case 4),6=-294(load case 5) Max Grav I=342(foad case 1),5=342(load case 1),7=394(load case 1),8=829(load case 6),6=829(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=126,2-3=-236,3-4=-236,4-5=-237 BOT CHORD 1-8=59,7-8=59,6-7=59,5-6=59 WEBS 3-7=-365,2-8=-652,4-6=-652 NOTES 1�This truss has been checked for unbalanced loading conditions. 2 This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 6.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is.1.33,and the plate grip increase is 1.33 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 1,22 lb uplift at joint 5 ,294 lb uplift at joint 8 and 294 lb uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard sw off- uss russ ype PROSCFC VM7 ROOF TRUSS 2 1 (optional) -B - - -lfe—u-BUidFrsSu—pF�Sce- fad-N J23067---'-----------�20T- Wed 28 11:27:112002"Page 1' 7-6-2 15-0-3 7-6-2 7-6-2 Scale=1:33.3 46 3 8.00 r12 2x4 11 T ST2 2A i I 4 T 1z -5 x: U5 3x5 2x4 11 2A I3 2A 11 15-0-3 15-0-3 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) Ildefi PLATES GRIP TCLL 65.0 Plates Increase 1.15 TC 0.31 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incir YES WB 0.11 Horz(TL) 0.00 5 n/a BCDL 10.0 Code BOCAIANS195 (Matrix) I st LC LL Min I/defl=360 Weight:46 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 6-0-0 ocpurlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF 1650F 1.5E REACTIONS(lb/size) 1=217/15-0-3,5=217/15-0-3,7=508/15-0-3,8=583/15-0-3,6=583/15-0-3 Max Horz 1=-153(load case 2) Max Upliftl=-35(load case 5),5=-14(load case 4),8=-216(load case 4),6=-216(load case 5) Max Grav I=217(load case 1),5=217(load case 1),7=508(load case 1),8=614(foad case 6),6=614(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=38,2-3=-232,3-4=-232,4-5=-180 BOT CHORD 1-8=77,7-8=77,6-7=77,5-6=77 WEBS 3-7=-434,2-8=-486,4-6=-486 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building ,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 1,14 lb uplift at joint 5 ,216 lb uplift at joint 8 and 216 lb uplift at joint 6. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard TV- PROSCFC wov1oroo Ymnek-muumnuVJnu vveuAvu2811:27122002-p5bel' |----------------5'8'2----'------'---------F-- '-'- ---11-1'Q'O-'' | 5-6-2 5-6-2 Scale=1:24.4 4x4 � 2 3x5* ux* 3� � U 11-O'3 11-0-3 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defll PLATES GRIP mummsm onAo/wo TOP CHORD ux4spr1nuop1.5s roponono nhoam000ro*'000vmmno. aoT CHORD ux*npr1onur1.as oorCHnno Rigid ceiling directly applied m1u'o-0oobracing. oT*sna 2x4spp165nF 1.5s ns/u:T/oma 1~43n11'o'o.a~4om11o'n.4~nnm11'0-o Max xoo1 InoVoam Max uplin1~*s(lvoo case 4).o=1oo(|oau case u).4=a1(load case 4) poRosa w 'pimt Load Case Only TOP CHORD 1'2=1052'3=-105 ouTonono 1'4=or�'4=ur WEBS 2-4='537 NOTES 1>This truss has been chocked for unbalancedloading conditions. 2)This truss has been designed fo h wind loads generated b o mph winds atoon above groundlevel, i so psft o m dead load and oufs,umm m bottom chord in the gable end roof zone onan occupancy category|| cmnmnvn|enmooeuuuiminn wimexposure C*SCE 7'us�� � e���tiou|onrcanme,e�ex/ot avorae, seu\nwind. n porches exmt. �xevare not exposed towind. /n��mber DO[�nceoueiu|.ox.and the plate onp�m �nrnnuxaia1.ox n>Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of vdithstanding 85 lb uplift at joint 1.1un|o uplift otjoint o and e1 m uplift et joint 4. ^ s>This truss has been designed with AwoxrP|1'1onscriteria. LOAD cAos(o) Standard ' 'J "�. / z000-- ----'- -'��Or- °R]��m", .oz000m�oxlm�mm����cwauxuoua11�ur�1ozouuPmgo� ' T 8�5�� � -O' �----_---_- -_' - -_- ------_--'_' _- -- 3-6-2 3-6' Scale: 3/4^=1' 3x5 � 2 | / 7-0-3 —Plate Offsets(A,Y):JZO-2-8,lidgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildef] PLATES GRIP ummasm osAo/wa TOP CHORD ox*opr1osop1.ns TOP CHORD Sheathed o,6-o-0oopunmo. aoT CHORD ux4spF'1650r1as aorcHono Rigid ceiling directly applied o,1n'o'000bracing. msxcT/oNo(lumizo) 1~45*/7'0'3.3~454/7'0'3 Max xocz1='uo(luoo case u) Max upmn='7n(mad case 4).o='ro(load case o) FORCES VN'First Load Case Only TOP CHORD 1'2='355.2'3=-355 ooT CHORD 1'a=2ns NOTES 1)This truss has been checked for unbalanced loadingmii 2)This truss has been designed m the windma u/ u ua /u chord u| u | �n m � � an occupancy category conomon/anumueuou//omo h winds at 30 ft above ground level,using 5.0 psf top chord """" "" �'' exint�e��e*=�meu\uwind. npnmxesex*t. �—"������osed��in��h��mber'DO[�ncrease����33.�n�the --|��egrip�numaoeim1.nu o}Gable requires continuous bottom chord bearing. 4}Provide mechanical connection(by others)or truss/v bearing plate capable of withstanding ro|u uplift at joint/and rom uplift at jomtu. ^ o)This truss has been designed with AmsvTpI1'1osocriteria. LOAD cxms<o> Standard TECHNICAL SPECIFICATIONS SANITARY DISPOSAL SYSTEM QUEENSBURY,NEW YORK Install two complete sanitary disposal systems at a proposed group home duplex located at Dixon Road, Queensbu*ry. The system installation shall include; two 1200 gallon precast concrete septic-tanks, two Zabel container assemblies, two distribution boxes,two soil absorption systems with 6. soil absorption- trenches, all -applicable fill material, piping, valves and appurtenances. Bid price to include all labor, material and machinery required to completely install the systems. The sanitary disposal systems shall be completed in accordance with the following specifications: SEPTIC SYSTEM DESIGN INFORMATION Use: Duplex Group Home for Disabled Adults Population: 4 Clients and 2 Staff Members per unit Total 6 persons per unit Design Flow: 125 Gallons per day/p&son(client) 75 Gallons per day/person(staff) Total Flow = 650 GPD/unit System Designed for 650 GPD/unit System design based on New York State Dept. of Health Appendix 75-A. Primary treatment by septic tanks Size required = 1.5 x 650 GPD =.975 Gallons Use 1,200-gallon heavy-duty tanks, one per unit. Secondary treatment and disposal by subsurface conventional trench system. Soil Type/medium sand. Design percolation rate: Existing soil has a,percolation rate less than one minute. The proposed system will require the removal of approximately eighteen inches of material under the proposed trench locations and the importation of clean sand material with an in place stabilized percolation rate of 2 to 5 minutes/ inch. See additional explanation under Item 4. Sewage application rate '= 1.20 GPD/S.F. 650 GPD/1.20 GPD/S.F. = 542 S.F. required absorption area. Use 2 foot Wide trenches - 542 S.F.— 2 = 271 L.F. of trench required per,unit. Provide 6 lines-45 feet long - 2 feet wide per unit. Total absorption area provided = 540 S.F./per unit. Reserve area set-aside for future expansion = 50 - 100%. DETAILED DESCRIPTION OF WORK Prior to the commencement of work, the responsibilities of the contractor include, but are not limited to the following: • Field verify all elevation's and locations of existing conditions (including utilities). • Confirm the issuance 'of all necessary permits and become familiar with all terms -and conditions of these permits (including inspection requirements). • Coordinate construction schedule with the engineer, architect and-construction inspectors. • Attend a preconstruction meeting with engineer, architect and inspectors prior to construction. Said meeting shall be arranged and coordinated by the P.E. • Notify the engineerof record and the Town of Queensbury prior to,construction. • Provide certificate of insurance-which meets all requirements as stated in Article 17 of these specifications. Note: The septic system contractor shall be responsible for all work beyond the four-inch house main that will terminate ten feet from the building foundation. The septic contractor shall connect the house sewer pipes to the proposed septic tanks and then complete all required work beyond that point. The general site contractor shall be responsible for clearing-the job site of trees and stumps. The general contractors'hall also be responsible for preparing the area of the septic locations and establishing the finish grades indicated on the site-grading plan. Item No. 1 Furnish and install septic tanks, 1200 gallon precast concrete heavy duty. The contractor shall be present with equipment to assure that the excavation is ready for the tank installation. The contractor is solely responsible for preparing the excavation and stone leveling bed prior to delivery of the tank. The tank shall be backfilled with a select granular material. The septic tanks shall have four-inch inlet and outlet sanitary tees as shown on the plan. Grade extensions (precast concrete) shall be installed on the inlet and outlet ports of the tanks. The extensions are required to raise the access ports to finish grade. The grade extensions shall be set in with Butyl rubber and mortared to the precast structure with acceptable non-shrink grout. The tanks shall be tested for watertightness prior to backfill, to the.satisfaction of the engineer. The 'contractor is responsible for supplying adequate water for testing. The contractor shall furnish and install cast iron frames with neoprene gaskets and locking covers (bolt down) on both the inlets and outlets of the septic tanks. The frame and covers shall be 30" inside diameter. The cast iron frames shall be set minimum .2+ feet above the finish grade elevations shown on the plans. Frames shall be set in a full bed of mortar. Finish grade shall have slight pitch'away from all covers, so drainage does not pond on top of covers. Item No. 2 Upon installation of the septic tanks, the four-inch line (SDR 26) between the septic tanks and the Zabel container assemblies shall be installed. The line shall be installed at a minimum 2.0% pitch. The elevation of pipe shall be established and ground shall be compacted. A minimum of 8 - 12" of crushed stone shall be placed and mechanically compacted under the pipe. Once pipe is installed at correct pitch and elevation, the pipe shall be covered with as minimum twelve-inch layer of crushed stone, or selected granular fill. The Zabel container assembly shall be installed in strict conformance With the manufacturer's installation instructions. The filter shall be placed in select granular material and backfilled with same. The cover of the filter shall consist of a cast iron frame-and cover set at elevation shown on plan. Item No. 3. Furnish and install two. number two distribution boxes (minimum eight openings) as shown on plans. The distribution boxes shall be set on a minimum 12 inches of sand or pea gravel. The boxes shall have liquid levelers installed and adjusted to assure equal distribution. A minimum of 2 layers of 2" Styrofoam insulation board shall be installed over the top of the distribution boxes prior to backfill. Item No. 4 Due to the percolation of the native material, the septic contractor shall be responsible for removing a minimum of eighteen inches of sand from under the proposed soil trench bottom elevations. The trench width shall be a minimum thirty inches. The material removed from the bottom of the trenches shall be removed from the site, unless the owner indicates that there is an appropriate area on the site to dispose of it. The septic contractor shall be responsible for locating an appropriate supply source of clean granular material, to replace the sand removed. The replacement material shall have a soil percolation rate in the range of 2— 5 min./inch after it is placed-in the trench and compacted with a plate tamper. The material shall be placed under observation of the Design Professional and percolation tests shall be completed to determine the acceptability of the material. The contractor shall not place any more than one soil trench, until the P.E. determines that the material is acceptable. Any material that is deemed unacceptable by the P.E. shall be removed and replaced, at the contractor's sole expense. It is suggested that the contractor have the proposed fill material tested at the supply source prior to disturbance, to verify the percolation rate of the material. Once the P.E. approves the fill material, the contractor shall then proceed with the installation of the twelve soil absorption trenches as shown on the plans. The Contractor shall take precautions during construction to not drive on the tile field area and. cause undue compaction from construction machinery. No rubber-tired machines shall be used on the job. The trenches shall be excavated to stated elevations and raked to scarify any smeared soil surfaces. Once the trenches are prepared and any pockets are filled and leveled, the placement of the crushed stone aggregate 'can commence. The stone shall be placed with a small machine (such as a Bobcat Skid Steer). The coarse aggregate shall conform to the specifications on the design drawings. Minimum thickness shall be as shown on the drawings. Upon completion of the placement of the first six inches of coarse aggregate, distribution lines can be installed. The lines shall be placed as shown on the design drawings. Upon completion of the distribution lines, remaining required coarse aggregate can be added. The system shall then be tested to the satisfaction of the P.E. prior to backfilling. Item No. 5 The septic contractor shall fill the soil absorption trenches to the grade that was established prior to installing the trenches (finish grade indicated on grading plan). The entire area shall then be graded and raked and prepared for topsoil. The general site contractor shall complete the topsoil placement and seeding. GENERAL STANDARDS 1. Contractor must be able to demonstrate at least five years full time experience in the installation of septic tanks and sanitary disposal systems similar to those described above. References and/or listings of past projects completed by bidders may be attached to the bid. 2. Contractor shall remove all 'refuse and debris, arising from its performance, from the contract site. Said removals shall be subject to the discretion of the Engineer. 3. Please note that all materials and labor provided by the contractor for the above project must be warranted for,not less than a one- (1) year period. 4. Work shall be completed by September 201h, 2002. Extension may be granted if justified. No extension shall be deemed to exist unless specifically granted in writing by the Engineer. 5. The owner reserves the e right to reject any and all bids. Awards,.if any, shall be made in the best interests of the UCPA of the Tri-Counties. 6. All construction to be in compliance with New York State Sanitary Code. 7. The contractor's work shall comply with all OSHA and other State and local safety requirements during construction. (Proper shoring, etc.). 8. The contractor is responsible for following all applicable electrical and plumbing codes at all times during construction. 9. No subcontracting is permitted on this project, without prior written approval of the P.E. and the Owner.