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Home My WebLink AboutBP17-1601 ELEVATIONS 2 FOUNDATION 3A FIRST FLOOR PLAN 3B SECOND FLOOR PLAN 3C THIRD FLOOR PLAN 3E,3F SHEAR WALLS 4,4W CROSS SECTION 5A FIRST FLOOR PLUMBING PLAN 5B SECOND FLOOR PLUMBING PLANS 5C THIRD FLOOR PLUMBING PLAN 5D PLUMBING ISO'S & SUPPLIES 6A FIRST FLOOR ELECTRICAL PLAN 6B SECOND FLOOR ELECTRICAL PLAN 6C THIRD FLOOR ELECTRICAL PLAN 8 STD. NOTES & DETAILS H TYPICAL ACCESSIBILITY DETAILS N 0 rel M S; -2015 IBC W/ NYS 2016 UNIFORM CODE SUPPLEMENT -2015 INTERNATIONAL MECHANICAL & PLUMBING CODES W/ NYS 2016 UNIFORM CODE SUPPLEMENT -2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE W/ NYS 2016 ENERGY CODE SUPPLEMENT -2014 NATIONAL ELECTRICAL CODE -2015 INTERNATIONAL FIRE CODE i0 74 H a I a i Unit Areas: First Floor: 2373 SQ. FT. Second Floor: 2113 SQ. FT. Third Floor 2062 SOFT. Total Area: 6548 SQ.FT. Unit Occupancies: Unit 6A, 7A & 8A: 724 SQ.Fi./200 SQ.FT.=4 Occupants Each Unit Unit 6B & 813: 1454 SQ.FT./200 SQ.FT.=7 Occupants Each Unit Unit 713: 1468 SQ.FT./200 SQ.FT.=7 Occupants Each Unit Use Group: Const. Type: Ground Snow Load: Seismic Design Cat: Soil Site Class: MPH Wind Speed: Exposure: Floor Live Loads First & Second Floor: Sleeping Areas: Attic: Climate Zone: R2 VA 40 LB/SF C D 115 (VULT) B Feet and Number of Stories Table 504.4 Maximum Allowable Area Table 506.2 Construction Classification Table 504.3 506.2 Chapter 6 - Types of Construction & Chapter 7 - Fire Re, Fire Resistance Rating Table 601 Requirements for Building Elements (Hrs) Buildings on the same tot Section 705.3 Excep. 1 Fre Partitions - walls Separating Dwelling Units L10=4 stories w/ elements shalt have 1 hour rating Sec. 708.1 1 Sec. 708.3 Sec. 708.4 Sec. 711.2.4.3 Sec. 711.2.6 Max Area: 12,00 fe BLD 2: 6,548 ft' 101 Ceiling membrane is not required over None Provided unusable crawl space The supporting construction shall be (1) Hr protected to afford the required fire - resistance rating of the horizontal Shown on,..�. Detail/Drawing J o Q o a ver a C.') Cc t= � 0 Q LLI O p i6 e c1C o . CO .1 m m ver age, 0- c�i o CV ®m E �' m Drawing 1 0- (0 ;, a. Cover Pae o o a Cover Pa a 11) C>0,0 ~q` See Below ® p N to ►- t- �- .• 03 o g UZI 9 m a. in Qct O Cn LU N .a -E Q Drawings 3A, 3B,3C z 0 4 Q0 a a":°ga 4 L CL Drawings 3A, 4 W iS7cr- o ton�_ m �a�N o -a= Z�I--aQ 40psf [F 903.3.1.2 30 sf p 1) The builder/ purchaser shall be responsible for complete Drawings Manual Fre Alarm System [F] 907.2.9.1Not Required None Provided construction open for interconnection. These will be completed as & Exce t1onS sprinkler heads, and final approvals of the sprinkler system are the Chapter 10 - Means of Egress ccupant Loading Table 1004..2 Re iFence: 2: 1 occupant per See Design arameters over Rage 2) Wood frame protected construction with a NFPA 13R Sprinkler 200 sq ft gross floor area Egress WidthTable Sec. 1005.1 36" minimum egress width 36" Drawings 3A,3B,3C Egress Doors (Front Doors) Sec. 1008.1 32" clear swing doors 32" clear swing doors Drawings 3A,3B,3C Sec. 1008.1.2 a Stairs & Handrails Sec. 1011.2, 36" minimum width 36" min width Drawings 4 Exception 1 7 3/4" max rise, 10" min tread Sec. 1011.3 80 minimum headroom 6-10" headroom Sec. 1011.5.2 34"-38" handrail height 36" high rails - by B/P Chapter 11 -Accessibility ccessi a Units Sec. 1107.621.1 our or more units in a singe building, AD first floor u7s' are ypeW— _DFa—wings 3A,3B,3U Sec. 1107.6.2.3.2 every dwelling unit intended to be with Type A bathrooms Sec. 1107.7.2 occupied as a residence shall be Type B. Multistory units are not required to be Type B. 2hapter 16 - Structural Design Minimum Uniform Live Loads I Table 1607.1 1 ff0d-ence: 2: Ott 64 7ZA- inn i MZ 140 Mf in rMml inn a tnitQ 40psf SPRINKLER SYSTEM NOTE: 30 sf p 1) The builder/ purchaser shall be responsible for complete engineering, calculations and layout of the entire sprinkler system. 20psf WMH shall install sprinkler system piping with selected areas of 4A construction open for interconnection. These will be completed as site work by the builder and purchaser. All testing, installation of sprinkler heads, and final approvals of the sprinkler system are the responsibility of the Builder/Purchaser. Refer to Attached sprinkler plans and drawings 5A, 5B & 5c for requirements and WMH installed components 2) Wood frame protected construction with a NFPA 13R Sprinkler system. 80 BOWMAN WESTCHESTER COUNTY RYE BROOK, / *NOTE: All heating and mechanical ventilation to be designed, supplied & installed on site by B/P. Layout shown on floor plans* *NOTE: "To the best of my knowledge, belief, and professional judgment these plans (and specifications) are in compliance with the Energy Conservation Construction Code of New York State, 2016 Edition. Compliance is determined by the use of rescheck, computer software developed by DOE, and conformance to general provisions of Chapter 4, Sections 402, 403, 404, and 405. Individual model plans shall be accompanied by a rescheck report." e N C-'°° Z Cn 1 W C�°' 4 M b ...� 300 M0 M Min W 0 .�. Z awz X 0 zwx =3m wo LL - <5 a. Ix O Ct o n M v r` i C 00 a J1-0 coo p 0 z r•" LA �Jw _J > Lj Ld F- E-, 0 o�Q -- 01-U) ,� �a_< O 1 acsr,o • a J � � w , N C-'°° Z Cn 1 W C�°' 4 M b ...� 300 M0 M Min W 0 .�. Z awz X 0 zwx =3m wo LL - <5 a. Ix O Ct o n M v r` i C 00 a J1-0 coo p 0 z r•" LA �Jw _J > Lj Ld F- E-, 0 o�Q -- 01-U) ,� �a_< O 1 acsr,o *SIDING & CORNERS ARE ON SIT BY B/P, SHUTTER ARE BY WMH4 Kmm SOUTH ELEVATION (LEFT) 12 2L,--- 7:7 WEST ELEVATION (REAR) co 11111111 • 79 -;. -4 C3 La V= —co o CL to E, -j rn0 co LU ::E 8E 0. g 0 0 E "o um 0 C-4 -2—.01 vM 0 'D f :*- la co I (cor) -a* A Eoc !g.P Zi Lu �poc z 9 o CL 1�- cc < 0 10 CL 5 co Lu m -j C� c"Al c3u-< Q CL 0 Ck. 10 * < co O' .ZiBiop E -%.g to > CO C) 0 Z'm I-- o < 3 11111111 • IA U 114t 00 C*4 Z — (o 0 z 4" TIt. C4 01-1 j C> x 0% m 00 00 z > La fl% Ld Z 4 u 4Z z <1--Z x zwm�l z LA - Po 031: z cr- �c O-Jm .4 ca< < z w 0 w 0 00 F- L0 1 (a F- C:) coo Z:D z is 4V ou o V) Ld LJ -i 0 F- 0 -j 0 > L.LJ 01C) Ld AVA z z A in, :D < Of (. <0 Wn < 31. W Ld n 0 -1 z < F- CL < C14 L -Li r y 'c -f- > (N Lli 2 r c f lt�: crr--oJ4c-4)'0'A 00 ' to IpR 4z u) 1 04 57'-7" W=1,458#/LF 5'-9" 46'-1" 5v-9" 5430#r4; ________ 3027#I p 1 3027 I 30271 3027#j 1 3027.4 3797#; i 1 1 t 245 1'-42 5 3726# __________________.___ -_-____-.__---_...._._._---___-_3726# ---.- ,_.�_______,-. - --.._--__-.----- FOUNDATION WALL_-.___________ I � 1 I � I FOOTING I I 1 { ( MAXIMUM SPAN BETWEEN COLUMNS 1 I 1 * = 6'-6- 9'-6- i q*_ ' -6"9'-6"19'- " 1 l 19'-3" I f Z90-2" W=2 Ar% T W-2 454 A r - �t I W- 2,454#/L 1 t I r �C14 p I opo CL I I I I 1 I p I I cv 1 �r ! L....___J L --- J L --- J I t L_._ -J L.. --- J L. --- J � ! L.__ -.J L___J I__...._. -J I g2l E r - V -, (Q r t Z o a o v is9 �tpy Q dC-4 r m= G O (o t a� 00 ' to IpR 4z u) 1 04 57'-7" W=1,458#/LF 5'-9" 46'-1" 5v-9" 5430#r4; ________ 3027#I p 1 3027 I 30271 3027#j 1 3027.4 3797#; i 1 1 t 245 1'-42 5 3726# __________________.___ -_-____-.__---_...._._._---___-_3726# ---.- ,_.�_______,-. - --.._--__-.----- FOUNDATION WALL_-.___________ I � 1 I � I FOOTING I I 1 { ( MAXIMUM SPAN BETWEEN COLUMNS 1 I 1 * = 6'-6- 9'-6- i q*_ ' -6"9'-6"19'- " 1 l 19'-3" I f Z90-2" W=2 Ar% T W-2 454 A r - UNIT i CRAWL SPACE (EXCAVATED) 15'-0" W=776#/LF EZ3 P`g,948# 1, q' W1 Al ! 1 t I I + 1 - - —}--0- -I- -- - 1 w I I 1 0 L --- J 7 LALLY COLUMN COLUMN FOOTING I CR*WL I I I ISPACE II I IAQCE6SI I I iI/ SII I __s 14 I I - I 1 I 1 1 OPG 3500# I I i ! ___ _... i I 3500#--__ __. � i ! L ----------- ._.i I f I 7,_0" 11 5,�.3-I 1#4_9 1/2" 100 3 I, 9'-5 1/8" !, FOUNDATION NOTES: "' 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABLE LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) STRUCTURAL, PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE SEPERATION. 3) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. m E- 4 U) z 0 i 1UNIT l i 4 i SPACE V 15'-1" W=776#/LF D} a j (EXCAVATED) 3027# I ! 0 " I 1009# ! ! L I I P=9,948#tn N 15'-0" P=9,948#4'-2'� W=776#/LF co co p I 1 1 M r- --� r- = r- -� r- --i I I F I I I w I I I 1 1 12018 1----I- - - --1---4 - - I 1 t 1 Z I - -I---p - j - --} - A--1- - L_ -_.,.J #_ ___ 1 L_ --J L--_ I i24�"x918'1 I 124"x98 I CRxgrVNL 1 1 - I iSPACE II 1 ISR1PCE IAQCE6Sp I I IA QCE6 I r• / I/ \ I 1n t p� I p I I 1 t I I 015 %c I 11 3500 3500# i 13500# 3500# ON�C p I 1 p d _---_..-_-_-__ � ,y, 1 I rl __ _ -, i ____ . _ __.__ . _1 I 1..'" I X027 _� II ___I 1 I N { II L________�__ 1 ' 1 --- 31500#--- 1000# ,11 5/8" 7'-0" 10 3),4 1' 1/2- 7'-9 1/2- 3' ,4 34T3" -7" 41 9'-8" 1. 9'-7" 4) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. 5) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE. 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND INSTALLED BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO PROTRUSION ABOVE TOP OF SILL PLATE. ,1 l 5/8" 7'_0# 11 5 4 9'-8 7/8" 1'-13 1/2- 8'-0 1/2" NOTE. B/P TO PROVIDE UNDER -FLOOR VENTILATION ON SITE IN ACCORDANCE WITH SECTION 1203.4 9'-7" 01 # I W- 2,454#/L 1 t I r I I p I opo CL I I I I 1 I p I I r�m; I ! I I 1 f m 1 f I ! L....___J L --- J L --- J I t L_._ -J L.. --- J L. --- J � ! L.__ -.J L___J I__...._. -J I g2l E UNIT i CRAWL SPACE (EXCAVATED) 15'-0" W=776#/LF EZ3 P`g,948# 1, q' W1 Al ! 1 t I I + 1 - - —}--0- -I- -- - 1 w I I 1 0 L --- J 7 LALLY COLUMN COLUMN FOOTING I CR*WL I I I ISPACE II I IAQCE6SI I I iI/ SII I __s 14 I I - I 1 I 1 1 OPG 3500# I I i ! ___ _... i I 3500#--__ __. � i ! L ----------- ._.i I f I 7,_0" 11 5,�.3-I 1#4_9 1/2" 100 3 I, 9'-5 1/8" !, FOUNDATION NOTES: "' 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABLE LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) STRUCTURAL, PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE SEPERATION. 3) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. m E- 4 U) z 0 i 1UNIT l i 4 i SPACE V 15'-1" W=776#/LF D} a j (EXCAVATED) 3027# I ! 0 " I 1009# ! ! L I I P=9,948#tn N 15'-0" P=9,948#4'-2'� W=776#/LF co co p I 1 1 M r- --� r- = r- -� r- --i I I F I I I w I I I 1 1 12018 1----I- - - --1---4 - - I 1 t 1 Z I - -I---p - j - --} - A--1- - L_ -_.,.J #_ ___ 1 L_ --J L--_ I i24�"x918'1 I 124"x98 I CRxgrVNL 1 1 - I iSPACE II 1 ISR1PCE IAQCE6Sp I I IA QCE6 I r• / I/ \ I 1n t p� I p I I 1 t I I 015 %c I 11 3500 3500# i 13500# 3500# ON�C p I 1 p d _---_..-_-_-__ � ,y, 1 I rl __ _ -, i ____ . _ __.__ . _1 I 1..'" I X027 _� II ___I 1 I N { II L________�__ 1 ' 1 --- 31500#--- 1000# ,11 5/8" 7'-0" 10 3),4 1' 1/2- 7'-9 1/2- 3' ,4 34T3" -7" 41 9'-8" 1. 9'-7" 4) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. 5) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE. 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND INSTALLED BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO PROTRUSION ABOVE TOP OF SILL PLATE. ,1 l 5/8" 7'_0# 11 5 4 9'-8 7/8" 1'-13 1/2- 8'-0 1/2" NOTE. B/P TO PROVIDE UNDER -FLOOR VENTILATION ON SITE IN ACCORDANCE WITH SECTION 1203.4 9'-7" 01 a i opo �� CLW m m co g2l E OD CN V -, (Q Q v Z o a o v is9 �tpy Q luj co r .0 r m= G O 11.Z E • Z 8� E .O 1-- P a LzCa li O mw1m �Zy. ` to 0 ®a"� T Qom=E� m a N �� E 3t wa�o 5 0 zCL Q o a m W� p*.O CL n ,, +mom -0 CL . E,.;3 am � < CUE Q NAm CW-,t'�'-' m c Opo"" a i • e (� U 'a" 00 rn py N LO Z tt7 w a < � oM W .'O 3 -1 mo = z � . Z L m' --o o <1--zEd c 1wr rn Q O w tom- A z C5C)z © cl ix:;� M A a- < <S (I) w dm�i2 1Z I Irl -0 1- O a cn cs Q04 C14it w Ly cn , I CI 3 C tr to u NK -C, :3 cq C N 'N to It I 2 00 1-1 te) 4 19'-3 7 —7" 18'—ll 1/4- 19'-3 7/8- 1 8- 8 7 9' —/—/8 9-5 5/8 1 9' - —8 7/8 —7" 9$-7- 1/ 9'5 5- 1/ '- 1/ 9" 1, 2 00 to LIGHT & VENTILATION SCHEDULE (SF) a AREA LIGHT SUPPLIED VENT SUPPLIED BED 1 (END) 171 29.7 17.28 BED 2(END) 145 29.7 17.28 BED l(MID) 146 CI 3 C tr to u NK -C, :3 cq C N 'N to It I 2 00 1-1 te) 4 19'-3 7 —7" 18'—ll 1/4- 19'-3 7/8- 1 8- 8 7 9' —/—/8 9-5 5/8 1 9' - —8 7/8 —7" 9$-7- 1/ 9'5 5- 1/ '- 1/ 9" 1, 2 00 to LIGHT & VENTILATION SCHEDULE (SF) ROOM AREA LIGHT SUPPLIED VENT SUPPLIED BED 1 (END) 171 29.7 17.28 BED 2(END) 145 29.7 17.28 BED l(MID) 146 19.8 11.52 BED 2(MID) 173 19.8 11.52 1 oil 41 a il [91011 a 014 1 M m My I It1 i nolum -PLYWOOD EXTERIOR & M.WALL SHEATHING -R21 EXTERIOR WALL INSULATION CEILING REGISTERS BY B./P 3 -12"x8" -12 pil x6" (0-103)x631, 2 z z 0 z LL. F- 0 V) Z 0 0 Li 0 C) > W Ld F- C) z Fy Cl - U) w 0 1 co r- a- r871JEW R r. CL C� CL ? 'i 0 to 'u pas E co % to (o -8 1:2 cc,,>, E u- C)Z-, E 0 E 2 zni& 9 to >: 0 cc z —0 CL c —0 w vo C) Cq ID M M 0) M E 1% C3 U- 2 06 0 A? 'ka CL 0 0 — ui 05 ICL E16- Zo— — — 2 o) Ce .9 U3 E 7?, L0 (D CD =< :z 2 10E 2 z z 0 z LL. F- 0 V) Z 0 0 Li 0 C) > W Ld F- C) z Fy Cl - U) w 0 1 co r- a- r871JEW R 0 STRAP WALL STUD ABOVE TO WINDOW HEADER & HEADER JACK STUDS WITH CS20 STRAP w/ [-, 8d NAILS EA END THIRD FLOOR SHEAR WALLS --- — A' AS AIN cff% WIN SECOND FLOOR SHEAR WALLS- Sw-m WJWLfi�ew- ws-vwcm IENGI —WET"mSEAL ALL FIELD MAKING IS lr OC # 18939 SEPARATION ASSEMBLY) WITH ADHESIVE PER MANUFACTURER'S SPECIFICATIONS. M ADDITIONAL LATERAL LOAD RESISTANCE: 100PL.F LOCAVO* Main House Fiu ac 2 SHEAR WALL-590plf EDGE NAILS. 8d COMMON NAILS 0 eo.c. DESIGUICINTEMA 1CAW4u'mWJ EWE MLS: ad COMMON MLS 0 3*o.c. -10N — -1 A I ----row spew (Vwr I il't Expos" CaleWy Exposwe Factor 101 Root ixtcn to" 12) Nulnbw of stones flface lWa# KWgm (ft) 5 ED uj 0 0 Q:m ':�, NEAR WALL SPECIFICATIONS won St 1P#1 Pty -s Ph 2s e 7116- WSP "m 1'r Gypstm rw Uwe 3.17% Min Segintervi kallio {to 1) 3 5 Min S*Wn- L -0h (it) 6. Elge wo" 4' Edge Nalling 3' E*e Nailing 436 59D WA 1080 730 1w. 0 SEGMDMW (ME 1) SHEAR WALL DESIGN LOW Parallel to ridge Load Farpendculat to ridge suodi,1115 E*mlon From Reaf Lett Right L"h of Wall - Lwag (ft) 5F C- 57,6 402 40-2 E�Etfve La�tohol FWt-lgir�lrt S��rmg - Lfti iitl. 30 7535 22 22 Unit Lateral Load Nor Root Otn) Ifief Tattle 2;688Aj Load br —Fk Unit'Lawfal w(ftj#i*—rTablft 2. IN 121 138 138 87,5 —W 2 875 :92- Total Sbear Wall Load par Sao (ft) Required Shear VON Strengm toln St9Fs 5296 173 5323 8323 375 PrOWIllid Shear W3" -136 -- 436 436 4:36 -T—wo '3 -.t — We# te!e Adi"Imerd If3eer-A.Mrote 21 --row Row 1000 N QK OR —1386 OR OK mofdidown Capadty fibs) - !teeatld Waffle 2,n:j,ziG 1640 3D27- 3W7 PenmeW St w and Upkff Between HoOdtivin (Ort 174 205 i79 370 pow"tier shear, waing on ED! kv lw 03*S- franalled 10 10i 5 S. INo 86 Not" in --aci end of I IAtemi stress W 0,ic 6, 7 $2 12 Mud mas in eac-t and of i v4- steel straps aur" o c 41 ; 8 El '"ofildwil C80aft (lbs) - ENWe'"Ild W111119 - 00111 lawl _2TI '37581 1758 115 MPH (Vulf) WIND ZONE SHEARWALL LEGEND ALL FIELD MAKING IS lr OC INTERIOR M MECHANICALLY FASTENED WO.C. MINIMUM (UNLESS OTHERWISE NOTED PER FIRE SEPARATION ASSEMBLY) WITH ADHESIVE PER MANUFACTURER'S SPECIFICATIONS. M ADDITIONAL LATERAL LOAD RESISTANCE: 100PL.F SHEAR WALL-436plf EWE NAILS: Bd COMMON NAILS 0 WO.C. SHEAR WALL-590plf EDGE NAILS. 8d COMMON NAILS 0 eo.c. SHEAR WALL-730plf 1CAW4u'mWJ EWE MLS: ad COMMON MLS 0 3*o.c. -10N — -1 HOLDDOWN LOUT L0A0ZD(I&bl) AM WOUIRED - -- "- ft 'in-' W n St I N, L26 -It --t 00 04 to z •- Cn- I a u be " z 16- w oY« ojW wQ> mo M '4 00 I< LLJZ < Z > z <1--z X LAI 0 (Al in zwy- C LL - L,Lj LLI F- Ca A 0 C) z ::)< 9 ^ w %a_< ► (f) w 0 A Cn r- CL Ar CCA C:) bi >4" 1 It I*k-n 0 0 E - ID ED uj 0 0 Q:m ':�, Cl E C-4 No 72 Q 0 (0 0 —O:L C 0 Cl W CO IF- 0 C�l C0 < 23 IL CL to W C; E a f! o, ' LL Z -, E 0 (.0 8 E a -C cm Cj) = - - E.P 0 z110 C:) $o so W N 0 -0 c E '00 I 04 E S C3M u- < 0 CL mcg Q ._..o Tv CLC) c;.m ta E e OLZ -a -,i " ui a 65 z -6 a R ID - to = ev Rli 2 = to =3 to - -M 79 U,) (0 a e a CL 0 its aj N mu RICO E 0 L L o in Z5 Q - N, L26 -It --t 00 04 to z •- Cn- I a u be " z 16- w oY« ojW wQ> mo M '4 00 I< LLJZ < Z > z <1--z X LAI 0 (Al in zwy- C LL - L,Lj LLI F- Ca A 0 C) z ::)< 9 ^ w %a_< ► (f) w 0 A Cn r- CL Ar CCA C:) bi >4" 1 It I*k-n FIRST FLOOR SHEAR WALLS. SIMPSON CS20 STRAP W/ (7) 8d NAILS EACH END (10001b MIN) FASTEN SHEATHING TO — HEADER WITH 8d COMMON OR GALVANIZED BOX NAILS IN T GRID PATTERN AS SHOWN AND 3'O.C.IN ALL FRAMING MEMBERS STRUCTURALPANEL SHEATHING MIN 35001b 11E DOWN ---- DEVICE EMBEDDED INTO CONCRETE & NAILED INTO FRAMING-SIMPSON STHD14 M. (1) 2x 6 TOP PLATE 3 TT— 1 OOF UNIT j6A & #8A FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16d SINKER NAILS AT T O.C. -BLOCK SPUCES IN SHEATHING. SPLICES MUST OCCUR WITHIN 24' OF MID HEIGHT. SIMPSON CS20 STRAP W/ (7) 8d NAILS EACH END (10001b MIN) FASTEN SHEATHING TO — HEADER WITH 8d COMMON OR GALVANIZED BOX NAILS IN 3' GRID PATTERN AS SHOWN AND 3'O.C.IN ALL FRAMING MEMBERS MIN 3Ar THICKNESS WOOD STRUCTURAL PANEL SHEATHING • STRAP WALL STUDS ABOVE TO WINDOW HEADER WITH [3] CS20 STRAP w/ [7] 8d NAILS EA END STRAP HEADER TO JACK STUDS w/ [2] CS20 STRAP w/ [7] 8d NAILS EA END M (1) 2x 6 TOP PLATE 3 :::(3)2x12"x 9-4 3/40 MICRO HDR::::: SHEAR WALL DESIGN. 2015 WFCM (ENGINEERED METHOD) FASTEN TOP PLATE TO SERIAL 0 16039 SEPARATION ASSEMBLY) WITH ADHESIVE PER ROWS OF 16d SINKER 2– 46NAILS AT XO.C. LOCATION 'Main House Z—BLOCK SPLICES IN Floor I MUST OCCUR WITHIN 24" OF MID HEIGHT. DESIGN CRITERIA SHEAR WALL-730pif Wind Speed (Vulf) 116IMPrI Exposure Category t3 Exposure Factor 1.0 ZL <06 I? 4E, lRoof pitch (on 12) 4umber Of StorieS Braced Wall Height (ft) 3 8 NO 999M LOAD BY BIP—U.O.N3 v -as 0 w SHEAR WALL SPECIFICATIONS IWWII Strength (plf) IPly sid—e[Plv —2 -side 7116" WSP with 112"GVpsum (Per Table 1.17D) Mist Segment Ratio (to I l 15 Min- Segment Length (fl) :1,291 t�w Edge tog Nailing 4- Edge Nailing r ng Ir Edge 1 4361 NIA swi 1080 7301 1360 \k 0 SEGIAENTED (TYPE 1) SHEAR WALL DESIGN Load Parallel-- to ridge Load Perpendicular to ridge qLu" Elevation Front Rear Left Right Length of Wall - Lvva# (11) 57,6 57.6 — 40.2 40.2 Effecbw Length of Full HwW Sheathing - Lfh (4) 20 39 34 34 Unt Lateral Load for Roof (lbs) [Per Table 2.S88AI 121 IE21 87-5 87.5 Lint Lateral Load for Flom (lbs) [Peri Table 2.!Rb�) 138 202 202 Total Shear Wall Load per Side (ibs) 7960 7960 14126 '4126 Required Shear Wag Strength (p* Co 398 204 41s 415 Pro4ded Shear Wail Strength (plf) $50 436 436 wait Hetght Adjustment iper Footnote 21 1-000 1-000 I-ODO I mo C-4 11)k :1w or, OW *Wddown Caeacity Ohs) - Segmented Walls Ist Flow 3184 1633 3324 3324 Pe6metet Shear and Uplift Between Hdddown (01) 396 205 416 416 Pefimter Shear Nailing on centers for 16d nWs- Toenalled 5 io 5 5 No 8d traits in each end of 1,114' sleet straps 48" o.c, Ii —7 — 14-14 C, ti! No 8d hails in each am of I 1W steel straps 3' 23' o.c. 9 5 9 9 Holddown Capacity IWO) - Segmented Walls - All 5043 3747 170621 70-021 CO 0 UJ C-) PERFORATED (TYPE 11) SHEAR WALL DESIGN Load parallel Load Perpendicular Maximum Opening Height (4) 1 4.7 0.68 —73-6— 272 2411 302 6 10 L2j 4-7 0.85 590 460 is 3930 4924 - 41 16 6 46221 4.7 0.85 590 460 CK 3930 492 41 16 61 46221 Percent Full Height E!MW" Provided Shear Waft Strength (of) Adjusted Shearwall Value For Perbrated Walls HOLODOWN CAPACITY (lbs) - Perforated Walls 1st Floor Perimeter Shear and j!p Ldt Between Nddcl%vn (plf) Peornter Shear Na" on center 10f 18d naps- Toenailed No 8d nails in each end of 1 114' sleet straps @ 48" o.c. No 8d nails in each and of 1 114" steel straps a w O.C. HOLODOWN CAPACITY ft" -Perforated Walls - Total WALL TT-10OF UNIT #7A 115 MPH (Volt) WIND ZONE SHEARWALL LEGEND FASTEN TOP PLATE TO INTERIOR GWB MECHANICALLY FASTENED 16'0.Q HEADER WITH TWO SEPARATION ASSEMBLY) WITH ADHESIVE PER ROWS OF 16d SINKER 2– 46NAILS AT XO.C. SHEAR WALL-436pif Z—BLOCK SPLICES IN SHEATHING. SPLICES MUST OCCUR WITHIN 24" OF MID HEIGHT. WALL TT-10OF UNIT #7A 115 MPH (Volt) WIND ZONE SHEARWALL LEGEND ALL FIELD NAILING IS 1r OC INTERIOR GWB MECHANICALLY FASTENED 16'0.Q MOO" (UNLESS OTHERWISE N07M PER FIRE SEPARATION ASSEMBLY) WITH ADHESIVE PER MANUFACTURER'S SPECIFICATIONS. M ADDITIONAL LATERAL LOAD RESISTANCE: IOOPLF SHEAR WALL-436pif EWE NNM- 8d COMMON NNLS 0 Wo.c. SHEAR WALL-590p1f EDW NNLS- Sd COMMON NNLS 0 eo.c. SHEAR WALL-730pif EDM MLS: 8d COMMON NNLS 0 3*o.c. ZL <06 I? 4E, HOLDDOWN LOCATION LOAD (11m) NO 999M LOAD BY BIP—U.O.N3 IC-> Do 0) z to 0 U) z w >- 00 0- j E W.'t j wo MIn m ,* MO o z 4D IL 00 -%_.00 z c; — 0 z X w zw� <X0 LL - 0 C> �e M--J0m -60 z 4 < zw 0 4a> cn r- 400 1 to LO o—% o 000 (P z 0 o0 Lj 0- -J 0 LLj LLJ F- E"T 0 zt," A < U) J.-, u) AN r -L < 1 t--� 0 cn r, rL c�o AAr AAFA p ti CL c:l Q0 LL. > 120 e -e ZL <06 I? 4E, CID Uj v -as 0 w Cl CL 0 E A w !;� 11 E L0 z (0 \k 0 ia Cc 0 0 <5 IX 0 C 0, m CL E -a tt z E 0 (0 :§ E CJ _ Z z 10 >- & 0) C:) E.9 .81- e .+2 z 2 . woz Mz I (0 S? 0 M =Sl za-0-64i Ck. Cw -0 a 0 < = 4D — 0 ",On =J) a wc E LU M C3 .4c I LL- C-4 E 3 g? �8 -5; 06 0 CL z < -0 " M 9! 0 co e Z--}- CL0w EO (D E C, ti! rt w 0) to c CO 0 UJ C-) E IC-> Do 0) z to 0 U) z w >- 00 0- j E W.'t j wo MIn m ,* MO o z 4D IL 00 -%_.00 z c; — 0 z X w zw� <X0 LL - 0 C> �e M--J0m -60 z 4 < zw 0 4a> cn r- 400 1 to LO o—% o 000 (P z 0 o0 Lj 0- -J 0 LLj LLJ F- E"T 0 zt," A < U) J.-, u) AN r -L < 1 t--� 0 cn r, rL c�o AAr AAFA p ti CL c:l Q0 LL. > w 0- \k IC-> Do 0) z to 0 U) z w >- 00 0- j E W.'t j wo MIn m ,* MO o z 4D IL 00 -%_.00 z c; — 0 z X w zw� <X0 LL - 0 C> �e M--J0m -60 z 4 < zw 0 4a> cn r- 400 1 to LO o—% o 000 (P z 0 o0 Lj 0- -J 0 LLj LLJ F- E"T 0 zt," A < U) J.-, u) AN r -L < 1 t--� 0 cn r, rL c�o AAr AAFA p ti CL c:l Q0 LL. > M. WALL 1 PLY(TYP)-x EXT. WALL M. WALL 2 PLY(W F CORNER PLY (TYP) CS20 STRAP W/(5 8d NAILS EACH ENI (2)16d NAILS *,CO.( idmm� (2)164 NAILS 0 16"O.C. C T RIDGE VENT 18 ina/LF PRE ENGINEERED & TYP ROOF CERTIFIED Rff 13),TRUSS SIGN 6d NAILS 30 YR SELF-SEALING FIBERGLASS SHINGLES k FIRE PARTITION 5 OVER 15# ROOFING FELT BETWEEN UNITS OVER 5/8- AGENCY RATED SHEATHING BITUTHANE APPLIED CONTINUOUSLY LII WA -()-' MRS ATTICE SPACE TO EAVES FOR ICE SHIELD 2%d (2)16d NAILS* WO.C. SSE W`/(&j ,,T 7D MI -18 STRAP MMI -18 SIR - TYP INTERIOR WALL Ilim Afm 2x4 SPF #3 TOP PLATES 71'r, i M. WALL 2 PLY(W F CORNER PLY (TYP) CS20 STRAP W/(5 8d NAILS EACH ENI (2)16d NAILS *,CO.( idmm� (2)164 NAILS 0 16"O.C. C T RIDGE VENT 18 ina/LF PRE ENGINEERED & TYP ROOF CERTIFIED Rff 13),TRUSS SIGN 6d NAILS 30 YR SELF-SEALING FIBERGLASS SHINGLES k FIRE PARTITION 5 OVER 15# ROOFING FELT BETWEEN UNITS OVER 5/8- AGENCY RATED SHEATHING BITUTHANE APPLIED CONTINUOUSLY LII WA -()-' MRS ATTICE SPACE TO EAVES FOR ICE SHIELD 2%d (2)16d NAILS* WO.C. SSE W`/(&j ,,T 7D MI -18 STRAP MMI -18 SIR 2x6 PT SILL PLATE (SUPPLIED & INSTALLED BY B/P) FOUNDATION WALL FOUNDATION FOOTING TO COMPLY W/ENERGY CODE (INSTALLED BY B/P W/VAPOR BARRIER TO WARM SIDE) (I)LAYER 5/8" FIBER CEMENT TYPE 'X` M SIDING BY B/P (1)LAYER 51W TYPE 2x6 EXTERIOR WALL---, 'X` GYPSUM SHEATHING R21 INSULATION 1/2PLY EXTERIOR WALL DETAIL U356 10" CYM OF 5/8' )C UNM 5-w B/P BRIDGING(TYP) I I CRAWL TO HAVE INSULATED DUCTWORK FOR HVAC SYSTEM INSULATION SIZED PER IECC R403.3, NO MECHANICAL EQUIPEMENT rRAT SLAB --- =0 STRAP W/(3) — 8d NAILS EACH END 1313 STUD TO BEAM 0 .1 00 OD 00. IOU TYP TYP MARRIAGE WALL 2x4 [2] SPF #3 TOP PLATES 2X4 SPF #3 0 le D.C. 1/2" AGENCY RATED SHTG. MAT.SIDE 5/8* TYPE 'X` GWB INTERIOR SIDE 2x4 SPF #3 SOLE PLATE [SEE U376 -C. NOTE NO INSULATION] LF=I wmmmmNmm�lm !6 1 aLl 200 RIGID 1 11 - ---yl SOFFIT 10.7 h WATERPROOFING & PITCH ON SITE BY B/P P.BEAM TO BE NOTCHED ON STE BY rRK;ID INSULATIONB 7 i 7 7- A A, 1ST FLOOR TYPICAL DECK DETAIL *Ife VENT '--TYP EXTERIOR WALL [2] 2x6 SPF #3 TOP PLATES 2X6 SPF #3 0 16- OC STUDS 2x6 SPF #2 SOLE PLATE R21 INSULATION WITH VAPOR BARRIER 1/2* AGENCY RATED SHEATHING EXTERIOR SIDE WEATHER - PROTECTIVE BARRIER FIBER CEMENT SIDING BY B/P [SEE DETAIL] RIGID FOAM INSULATION I 2ND/3RD F. 00 2ND/3RD FL I IST/2ND FL CLGM- F -9 IST/2ND FL CL4 ROOF TRUSSES 5/8- GWB U376C 53 11 0 CO w c o=-> 0 E 0 FL C, 8 E 00 0 cl bu 0 (D .2 E z S coocc >, caw:1 0 cx ca ci E OE (D ZN Z0 a E•?> ;;� . >- s- tU ff —"R - = —0 2.5 0 *.5 1 !; 0<0 -t c) 10 PE Wm on ou- 0 06 CL cl z 4c 0Z CL— ticl) z 06 E 20r t 0 ON 9 1 -.- E 0) '9:- tc) - a 78*�f to 5 -��2 cc C W 0 -Z LD 0 jw 1-- 32 y 0 y 1 - 0 Z .m A - TYP INTERIOR WALL 2x4 SPF #3 TOP PLATES FL2j r.;ix4 SPF #3 016* D.C. STUDS 2x4 SPF #3 SOLE PLATE r GWB BOTH SIDES CS20 STRAP, W/{3) u $cl NAILS EACH END • STUD TO BEAM r--2*FaQD INSULATION EACH MODULE 1Z2 "0 BOLT & NUT 2x6 PT SILL PLATE (SUPPLIED & INSTALLED BY B/P) FOUNDATION WALL FOUNDATION FOOTING TO COMPLY W/ENERGY CODE (INSTALLED BY B/P W/VAPOR BARRIER TO WARM SIDE) (I)LAYER 5/8" FIBER CEMENT TYPE 'X` M SIDING BY B/P (1)LAYER 51W TYPE 2x6 EXTERIOR WALL---, 'X` GYPSUM SHEATHING R21 INSULATION 1/2PLY EXTERIOR WALL DETAIL U356 10" CYM OF 5/8' )C UNM 5-w B/P BRIDGING(TYP) I I CRAWL TO HAVE INSULATED DUCTWORK FOR HVAC SYSTEM INSULATION SIZED PER IECC R403.3, NO MECHANICAL EQUIPEMENT rRAT SLAB --- =0 STRAP W/(3) — 8d NAILS EACH END 1313 STUD TO BEAM 0 .1 00 OD 00. IOU TYP TYP MARRIAGE WALL 2x4 [2] SPF #3 TOP PLATES 2X4 SPF #3 0 le D.C. 1/2" AGENCY RATED SHTG. MAT.SIDE 5/8* TYPE 'X` GWB INTERIOR SIDE 2x4 SPF #3 SOLE PLATE [SEE U376 -C. NOTE NO INSULATION] LF=I wmmmmNmm�lm !6 1 aLl 200 RIGID 1 11 - ---yl SOFFIT 10.7 h WATERPROOFING & PITCH ON SITE BY B/P P.BEAM TO BE NOTCHED ON STE BY rRK;ID INSULATIONB 7 i 7 7- A A, 1ST FLOOR TYPICAL DECK DETAIL *Ife VENT '--TYP EXTERIOR WALL [2] 2x6 SPF #3 TOP PLATES 2X6 SPF #3 0 16- OC STUDS 2x6 SPF #2 SOLE PLATE R21 INSULATION WITH VAPOR BARRIER 1/2* AGENCY RATED SHEATHING EXTERIOR SIDE WEATHER - PROTECTIVE BARRIER FIBER CEMENT SIDING BY B/P [SEE DETAIL] RIGID FOAM INSULATION I 2ND/3RD F. 00 2ND/3RD FL I IST/2ND FL CLGM- F -9 IST/2ND FL CL4 ROOF TRUSSES 5/8- GWB U376C 53 11 0 CO w c o=-> 0 E 0 FL C, 8 E 00 0 cl bu 0 (D .2 E z S coocc >, caw:1 0 cx ca ci E OE (D ZN Z0 a E•?> ;;� . >- s- tU ff —"R - = —0 2.5 0 *.5 1 !; 0<0 -t c) 10 PE Wm on ou- 0 06 CL cl z 4c 0Z CL— ticl) z 06 E 20r t 0 ON 9 1 -.- E 0) '9:- tc) - a 78*�f to 5 -��2 cc C W 0 -Z LD 0 jw 1-- 32 y 0 y 1 - 0 Z .m A C-> 01 Nt 00 cy) Z L539 z cn z SECOND FLOOR w ao 0 to 01- j 3t L0 . wo assesses, 4D qqt U376C m mean, 00 wz>- F --4 r, 0 L539 FIRST tizs1slis a z x r"C" 0 < <f5o -.6 c 6- U376C (no C) z m< Li (1) LAYERS 5/8- TYPE X GWB < zw w 0 0 011 u- a U) — cn te) 04 BASEMENT < 00 to 1 H FIDE SEPARATION WAIS LLov-- ij 0 Neste" 0 Eftam; TO FOUNDATION - BY Q& o c" MATTING WALL FILE 007- SEPARATION WALL DETAIL "S a rem ,a I MARK I ml ti, TYPICAL MARRIAGE MN i I AM CA FRE IM U376 -Al I GEPOW I jiFL _j I Snum WALL DETAIL 01 e x°" 1. wow Som Z-'r-:2� :, WMABOAft =5VW4 .T.X . V. oV wpftd after8ftW 1116 OnewS1r two X mr wift qww pweb" bbmMy or vwGwly to am aids of Ove mmrM.% acted to abode and bftwk* %ft 1��ft aaI 3/4 a128 ahaNe 7/or or 1/r losaft r 0'r- Fm plates, w/ 6d camment c o A - I ads 1 7/8 b.kn% O.MS ie. soda do. heads SO" Jebft of A& 06r- RAA caff" 27 of dadft to be aftsched Owwo 3W=4: :tj=P=AtU00== paper tape OW t- kUm 16 UP and bottion plates 0 r &a. of J*t - ot AM 0-0—& T7 aw NOW Oft One layer 5/r b" X mpsurn w*Mmwd or wow nmmm tiacker boarc or 4. BATTS AND KANKETS:* Glase flw kusiation. 3 1/r N*k ffft dw**Y Ifidnew 4 31,C 3. J0113 AND HARMUM Food Islets w0h tope ad two lapse of W commocumt 9ft"Awleaft am venew bow q of 0AW pcf. uft a Sam spread of 25 or Ins and a wndw dr4dopod ApWm Wikft 7 pe 4 wo ed C SAM NO SAMM- =k:=ft lV"ftW wbL =pat oft a =:f 25 or imm ad a made cooked soft I of 50 or In% tic� to cwq)m* fil staid Fire Test SM 01-451 --owl &%tW^lt Ulio 3m (LOAD -SLOW) (anwix) Sawed Toot Sea VIP 3521), (LOAD-WAFAM) (00 NO-24MI-2-" amm to Lm UNRESTRANED ASSONLY RXIM.- CA FIE K& RC2902 Boom: I HOW U376 Confit a ME EK t. Nom 61. apttL" ebmw board a �EF;� 7- GUm Ira 3 1 Wna r AhdQ In solid Modi" son ow type X gypsumn vidboard app Ir I at rW myta to good rod bumn 24 3. Ron WO b spaced 24 ac Ge- um I I** IT or S dry" screw Wax- face layer 5Ar two 4. RAFOM- _ _ sers wow JOISM Um 24 ls� woe" 24&L db --A or wNh saNd bkddng 7ft cc max qpW at right wqpm to bumm wNb I 7,�"Typ. W ar S.41t ead ktwniodkft I , 00 1 Iff jyp* 0 drywel morews, 1. W= SUM lea 2X4 spaced W" or 24 aa. W' Vpt&M IV= r back an OMW dde of and )*ft Joists ~ 24 *m bow krjw 2L SMABOOM G"ft W 0" 4 ft slide copmed ;rjw dift wervasly to see side of am W wM 1 7 kL lend 71L or. Wbod busaft s=%ULwccd 6 �- to otuds /a %= QW&L d1m. spaced 7 K SMATT47 vmh ad avvj::rmd ponale appBod at rWd angles to 27 win, Ow A Aiw� Cdbv 6 If 4 5 3. JWM =V& WAM pass )*W .red .0 paps Imp. and two kjas, .1 pW 1 , , - No a aft tee -4tdhm = be Oft p4voo4 ka— of J" emimpaxwL gewpaimm smons, as Than 0-/ Re Tot jt :!-TrA 4-sa, SATIS APID KNOWM* Gkm fter Vmkff^ 3 Iff Wd6 wAL awAlty of OAD 04 of 25 ar Ins and a snots 'of 60 or law *kVw&*lwd to vaim mz;E�- qftUly IN 9w *tad NO tonEffiQ PERIMETER BEAM (2 2xl0 SPF#2 PLY. EACH MODULE 1Z2 "0 BOLT & NUT WASHER 0 32" D.C. FLOORS, « STEEL PLATE & LAG �--LALLY BMTS BY B/P COLUMN ■ ow C-> 01 Nt 00 cy) Z L539 z cn z SECOND FLOOR w ao 0 to 01- j 3t L0 . wo assesses, 4D qqt U376C m mean, 00 wz>- F --4 r, 0 L539 FIRST tizs1slis a z x r"C" 0 < <f5o -.6 c 6- U376C (no C) z m< Li (1) LAYERS 5/8- TYPE X GWB < zw w 0 0 011 u- a U) — cn te) 04 BASEMENT < 00 to 1 H FIDE SEPARATION WAIS LLov-- ij 0 Neste" 0 Eftam; TO FOUNDATION - BY Q& o c" MATTING WALL FILE 007- SEPARATION WALL DETAIL "S a rem ,a I MARK I ml ti, TYPICAL MARRIAGE MN i I AM CA FRE IM U376 -Al I GEPOW I jiFL _j I Snum WALL DETAIL 01 e x°" 1. wow Som Z-'r-:2� :, WMABOAft =5VW4 .T.X . V. oV wpftd after8ftW 1116 OnewS1r two X mr wift qww pweb" bbmMy or vwGwly to am aids of Ove mmrM.% acted to abode and bftwk* %ft 1��ft aaI 3/4 a128 ahaNe 7/or or 1/r losaft r 0'r- Fm plates, w/ 6d camment c o A - I ads 1 7/8 b.kn% O.MS ie. soda do. heads SO" Jebft of A& 06r- RAA caff" 27 of dadft to be aftsched Owwo 3W=4: :tj=P=AtU00== paper tape OW t- kUm 16 UP and bottion plates 0 r &a. of J*t - ot AM 0-0—& T7 aw NOW Oft One layer 5/r b" X mpsurn w*Mmwd or wow nmmm tiacker boarc or 4. BATTS AND KANKETS:* Glase flw kusiation. 3 1/r N*k ffft dw**Y Ifidnew 4 31,C 3. J0113 AND HARMUM Food Islets w0h tope ad two lapse of W commocumt 9ft"Awleaft am venew bow q of 0AW pcf. uft a Sam spread of 25 or Ins and a wndw dr4dopod ApWm Wikft 7 pe 4 wo ed C SAM NO SAMM- =k:=ft lV"ftW wbL =pat oft a =:f 25 or imm ad a made cooked soft I of 50 or In% tic� to cwq)m* fil staid Fire Test SM 01-451 --owl &%tW^lt Ulio 3m (LOAD -SLOW) (anwix) Sawed Toot Sea VIP 3521), (LOAD-WAFAM) (00 NO-24MI-2-" amm to Lm UNRESTRANED ASSONLY RXIM.- CA FIE K& RC2902 Boom: I HOW U376 Confit a ME EK t. Nom 61. apttL" ebmw board a �EF;� 7- GUm Ira 3 1 Wna r AhdQ In solid Modi" son ow type X gypsumn vidboard app Ir I at rW myta to good rod bumn 24 3. Ron WO b spaced 24 ac Ge- um I I** IT or S dry" screw Wax- face layer 5Ar two 4. RAFOM- _ _ sers wow JOISM Um 24 ls� woe" 24&L db --A or wNh saNd bkddng 7ft cc max qpW at right wqpm to bumm wNb I 7,�"Typ. W ar S.41t ead ktwniodkft I , 00 1 Iff jyp* 0 drywel morews, 1. W= SUM lea 2X4 spaced W" or 24 aa. W' Vpt&M IV= r back an OMW dde of and )*ft Joists ~ 24 *m bow krjw 2L SMABOOM G"ft W 0" 4 ft slide copmed ;rjw dift wervasly to see side of am W wM 1 7 kL lend 71L or. Wbod busaft s=%ULwccd 6 �- to otuds /a %= QW&L d1m. spaced 7 K SMATT47 vmh ad avvj::rmd ponale appBod at rWd angles to 27 win, Ow A Aiw� Cdbv 6 If 4 5 3. JWM =V& WAM pass )*W .red .0 paps Imp. and two kjas, .1 pW 1 , , - No a aft tee -4tdhm = be Oft p4voo4 ka— of J" emimpaxwL gewpaimm smons, as Than 0-/ Re Tot jt :!-TrA 4-sa, SATIS APID KNOWM* Gkm fter Vmkff^ 3 Iff Wd6 wAL awAlty of OAD 04 of 25 ar Ins and a snots 'of 60 or law *kVw&*lwd to vaim mz;E�- qftUly IN 9w *tad NO tonEffiQ PERIMETER BEAM (2 2xl0 SPF#2 PLY. EACH MODULE 1Z2 "0 BOLT & NUT WASHER 0 32" D.C. FLOORS, « STEEL PLATE & LAG �--LALLY BMTS BY B/P COLUMN 1/4' x 20 CA STEEL UPLIFT STRAPS pNSTALLED OVER DOF SWATHING AND FASTENED PER TABLE ITIM ROOF M FRAME AND ROOF TRUSS TOP CHORD DOF PFAK KOW FRAME STANDARD TRUSS (INSERT TYPE) ROOF RIDGE CONNECTION FASTEN 110P EDGE OF SHEATHING WITH S OF ej2LV1* ROOF TRUSS UP CHORD e OC INTO TOP, swSON TIE . . . # Dm PLATES B SECOND FLOOR TO FIRST FLOOR CONNECTIONS @ EXTERIOR WALL _'010 11 v 1 1/4" Vc 20 GA STEEL UPLIFT STRAPS INSTALLED OVEIRI ROOF SHEATHING AND FASTENM PER TABLE INTO ROOF A' PEW FRAME AND ROOF TRUSS TOP CHORD j • 1=3 0 ROOF PEAK IINSERTFRAME N1% 0: 0. ROOF PEAK FRAME 1 1 x 20 GA STEEL UPLIFT STRAPS INSTALLED OVER 0. ROOF SFEATtiING AND FASTENED PER TAME INTO ROW ROOF TRUSS TOP CHORD PEAK FRAME AM ROOF MISS TOP CHORD cn -4-CMA; TIE Tmez Wiwi 0 (5) 10d NAILS PER 00 INTO H" FLIP TYPE ROOF RIDGE CONNECTION a L_ �' a '.ae • a• t � 1 STORAGE OR CAPE ROOF CONNECTIONS @ KNEE WALL, COLLAR TIE AND ROOF RIDGE 1 1/4- . 20 GA* SM'11 UPLIFT STRAPS FASTENED PER TAU INTO ROOF TRUSS WnM WORD AM MATING WALL swo NOT, w4m wffom CHORD ITOE KW ROW TRUSS SUM CHORD TO MATING WALL TOP PLATE W114 (2) 1CW NAILS 0 Ir OC . FACE WIT. W;J; ;*AM=W To WALL STUDS AND V PLATES OVIWALLMG WALL STANDARD ROOF TRUSS KMIX WALL I STM UPLIFT STRAPS FASTENED PM 14/flt;o"ftg� TRUSS KNEE WML AFTER ROOF IS SET. AS SITE WOW T AIT/V`0020 CA SnEM UPLIFT STRAPS FASTE)" TAM INTO MATING WALL SM ME NAI. ROOF MISS BOTTOM CHORD, TO MATING WALL TOP PLATE WITH (2) 16d WAS 0 Ir OC FACE wx WALL SHEATHING -To *wj. STUDS AM !W 2!TES 4 t4 j 1111TING WALL STUD F STORAGE OR CAPE ROOF TRUSS G,, STANDARD ROOF TRUSS TO TO MATING WALL CONNECTION l MATING WALL CONNECTION FOUNDATION ANCHOR BOLTS SHALL BE EMBO)DED A MINIMUM OF 7" IN A POURM CONCRETE FOUNDATION AND 15" IN A MASONRY SM FOUNDATION. LOCATED WHIN C 70 12- OF EAM END OF THE SILL PLATE AND SPACED AS FOLLOW 112' lwcNoR ow 3/8' mom "T I SIM 48r OC 7r Be 2 STORY 21' ' OC 36' OC 3 STORY Is, oc 23" OC JAL 1) FLOOR TO FOUNDATION CONNECTION @ EXTERIOR WALL BE RESPONSITXE FOR 80NMRING AM COW CONFORMANCE OF THE FOU0"TION AM SILL SUFFIMMY DCW*D AND CONSMICTED TO110114SIAND, THE ORAWff LAXERAI, SWM AM VM FORCT3 THAT WIM BE 7RANSFMR" THROUGH THE BUILOM INTO 7HE FOUNDATION (01CLUDING 96MMLL HOLODOWIN Ammovm rsu:k.3 1 11 77M 1 :111 M '' : 111 i 4. RDOF FRAMING SHALL HAVE SOLID BLOCrJNG ALIGNED WITH THE ROOF SHEATHING IN THE 4' PERIMETER EDGE ZONE ALONG THE GABLE ENDS OF THE HOUSE STEEL UPLIFT STRAP REQUIREMENTS "JIMBER OF 60 COMMON NAILS IN EACH END OF 1 1#4' . 20 OA SIL STRAP FRAMOIC ROOF FL WALL 1st FL WALL OF SPACING SPAN ROOF PEAK ROOF TO WALL TO ist Fl. 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B/P RESPONSIBLE TO SUPPLY & INSTALL ALL a II t la NOSE BIBBS ON SITE AS REQUIRED PER CODE I � 2"D FROM ( 2"D FROM 2ND FL � 22ND � 2ND FI. 0 0 { � ) ' I I ( � I I (� I I I BEDROOM I BEDROOM BEDROOM I ( I I I I I I I I I I I I I I I I E I I I I H Y BSP � S� Y BSP � � M WC 1 1/2 f/2 1 7�"V 1 1�"V 1 /2"V 1 j2 D j f2"D 2"D FRt?tul WASHER 1 1 2"V 2"D FROM WASHER r 2�D WASHER TUB�St tp 2ND FL CW4 2ND F1t,/2"V "„"VTUB�D 2ND Fi..1"p2V 1j2 V �1 1/27- V �-- �— 2ND FL �-- D- 2ND F7 �-- D— 2ND FI_ K�.1! SINK (2}2"&3"D KWj2r �,f SINK (2}2"&3"D T` SINK (2}2"&3"D 1 " "V 2ND 2ND � 1 " "V 2ND FL KITCHEN KITCHEN KITCHEN I t I I I , I I I UNIT �A ------------ UNI.--�L-��A - ---- UNIT LI V .DIN ROOM ---__----- LI V /Q I N ROOM y __--------- LI V/D I N ROOM --- ---___ I I 9'—S" 9'-7" 9`-8 7/8" �,_7" 9'-5 1/8" 9'-7" 57'-7" 19'-3 7/8" 18'-11 1/4" 19'-3 7/8" ac Q Q C 2 C a 2"D TO 1 1/2-V TO 1 ST FL 3RD FL Ix cs g, qpo 0- O o A H- DECK BY WMH o- a o o i 2"D TO 1 1 f2"V To 1 1 2"V TO 2"D TO G, - _! 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E 6 C. - ALL OUTLETS TO BE TAMPER RESISTANT ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * ALL EXT. GFI RECEPTACLES TO BE UV RATED * wu wu 0-- ♦ 0 w a- a. -, IT UNIT #7 EXHAMEN-92 U - - - - - - - - o -co EL '= 0 6v Z if im CL gofp E c E q tq co t*CTUAL Nimal 11121 DRYE AU -111114101114,11 cell Im MMI WIRK1 04 Mass I E -6 0 A iffiffilf Hag. aip E oma Z ci E -g f? 0 cl 0) Z 8�, E r,- 1.0 E 2- Uzi 1369 TV 69 1 009 3: TV o _j 69 If I 69 0 6 TV 0 < -8 - E m l4j CD N-0 a 0 > CJ 0 CL CL Z 4 a.4>1 I.D "a 55 0 Lu CL :> E L2 r= BEDROOM t-6 c - "r-DROOM Bq I U-) BEDROOM 9 9 e CL_ WE I'S LLj 9 w 9 F IF -F x F LLJ 0 z w > Y. V z LL_ 9QV 9 9 MEN w -30 FAN VENT TO - EXT. SEE DETAIL -BELOW" SWEIMI film MEMO 2 x= 6DIRNO 2 film 2 7IIiO 111 451 I fo oo 00" •"000091 6 1 olo 1 "olo UNIT'tA' UNI PAI U N I T18A HEN 0) 1 8 8 L 0 IN14 n IIE A 5/8" TYPE—C GWB ----------FASTENED TO 1x4 9'-5 1/8" IT► - ----- 9#-7" 91-8" 9'-7- 9'-8 7/8" 'LATE TYPE -C GWB I FANLIGHT CEILING JOIST IN 1ST FLOOR UNITS ONLY *SEE PAGE 6C FOR CIRCUIT DIRECTORY* 2 014 N. E 6 C. - ALL OUTLETS TO BE TAMPER RESISTANT ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * ALL EXT. GFI RECEPTACLES TO BE UV RATED * wu wu FAN VENT TO EXT. SEE )ETAIL BELOW KCR4 �Z somd ffl NOTE: PER LOCATION OF PANEL BOX, AN ON—SITE DISCONNECT WILL BE REQUIRED & TO BE INSPECTEY AND APPROVED BY LOCAL BUILDING INSPECTOR. 9 11 _j ♦ 0 w a- a. o -co EL '= 0 CL gofp E c E q tq co FAN VENT TO EXT. SEE )ETAIL BELOW KCR4 �Z somd ffl NOTE: PER LOCATION OF PANEL BOX, AN ON—SITE DISCONNECT WILL BE REQUIRED & TO BE INSPECTEY AND APPROVED BY LOCAL BUILDING INSPECTOR. 9 11 IMnm00r. c> -01 00 03 cri C-4 (o Z c" a ww cq z W >- 00 E C> wura m4) 4 M— Mc) 00 . Z IL w Z > e"i W z ww Zino C> 3 �. cr 0-ica z M < z w 0 0(y) C14 Go _j LO 000"1% LLJ c: U) 0 Z 0 Z _Lj L M %-,o at q. Ld 0— E-" Lj LjJ I— Z A < MA .4 E ce- U) CL Nzi (f) W 0 _j cni--n C.0 Ar 2 0 o -co EL '= CL gofp E c E q tq co O 0 04 Mass I E -6 0 Hag. aip E oma Z ci E -g f? 0 cl 0) Z 8�, E r,- 1.0 E 2- Uzi I 061 O a Z >: Z co i tp co < 0 < -8 - E m ON w co U N-0 a 0 > CJ 0 CL CL Z 4 a.4>1 I.D "a 55 0 Lu CL :> E L2 r= t-6 c - U-) e CL_ WE I'S 0 Z .o IMnm00r. c> -01 00 03 cri C-4 (o Z c" a ww cq z W >- 00 E C> wura m4) 4 M— Mc) 00 . Z IL w Z > e"i W z ww Zino C> 3 �. cr 0-ica z M < z w 0 0(y) C14 Go _j LO 000"1% LLJ c: U) 0 Z 0 Z _Lj L M %-,o at q. Ld 0— E-" Lj LjJ I— Z A < MA .4 E ce- U) CL Nzi (f) W 0 _j cni--n C.0 Ar UI Fa - OD N M FAN VENT T( EXT. SEE DETAIL BELON 19'-3 7/8" 57'-7" 18'—ll 1/4- 19--3 7/8" TYPE—C GWB ENED TO 1x4 WrLyl TYPE—C GWB I FAN/LIGHT CEILING JOIST IN 2ND FLOOR UNITS ONLY *SEE PAGE 6C FOR CIRCUIT DIRECTORY* 2014 N . E. C. ALL OUTLETS TO BE TAMPER RESISTANT ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * ALL EXT. GFI RECEPTACLES TO BE UV RATED * FAN VENT TO EXT. SEE )ETAIL BELOW I Z Imilliffirl zi 2 cn w w V -4t 00 to z vi z Q> a C4 w a- E >c- tono 0 Mtn m mo 00 -C3 wz z >- z LSI (D —j —J C) Lj Ld 1-- C) z < ry 3: U) < Ld 0 1 In I-- a - 7_8 CL cf) -6 ?-- Cc Iii a & o —0 -0 2 0 rm 0 C4 Ma ps Ili 0 S l<¢O. 4:; �aNS co z 8 Z 0) E 2 Wiry -pq M = co 'd C) < 04 u- 0 CL CLrs IDui CL :Hvii -2 —5 A, Lh fl- Cul -' mco Z to Mo< Z Imilliffirl zi 2 cn w w V -4t 00 to z vi z Q> a C4 w a- E >c- tono 0 Mtn m mo 00 -C3 wz z >- z LSI (D —j —J C) Lj Ld 1-- C) z < ry 3: U) < Ld 0 1 In I-- a - I m 57'-7" 19'-3 7/8- U 18'-11 1/4- v 19'-3 7/8- �m LJ fl I ��■ e CL c UNITS #6A, #7A & ii z 0,11 ,j ��■ _0 E CD ic�c!) a 00 mm[mlillmr, MT z Q o to u -i H 6 E ti <Z;Q I-- V Co0) Z82E 1 I- Z'o US 0 9 .5 * } co A2.2 &.,iij a 1 ui co:;i C3 cv ga -1 5. -8 U- 0 �_� z 0 — o a, CL z E Q E02 Cl ca;6.2 0 0) 0- U) CO A E 2 0 z.811 0 fl I ��■ UNITS #6A, #7A & ii 0,11 m Ulm m ��■ mm[mlillmr, MT `' � + �� .;r � * } ,_� ,;� � ■�� _� III mos 1, fl I amlillirgiv., Zi• z LAI CL cr w z > z 0 < Iw— IV) 0 • z • • ■ < cr c 3 LL_ co 0 Lo F- 0. U) z 0 a UNITS #613, #78 &-PB 200 AMP CIRCUIT DIRECTORY WORM IIIIIIIIIII1111111L LYM 0 L Ld 0--m m uil m avas.; J1 2 1 IN I :Mims LLI LLJ F- mmm a- < GL--BDRM 2(AFI) TAT p1wil 13"MIE03M MMM; GL-BDRM 1 (AFI) I [a] III ME "T', W-1 a co r W -HOT WATER HEATERIMV43M MM 1111 -1 1 1 A N F, A UNITS #6A, #7A & ii 0,11 m Ulm m al g rel mm[mlillmr, MT amlillirgiv., Zi• z LAI CL cr w z > z 0 < Iw— IV) 0 • z • • ■ < cr c 3 LL_ co 0 Lo F- 0. 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"" C= C m- m >' o-mnnmado � :,.a CM tV aCas pO-UUm a UCm1tU)ECoc mv.,nmam0aO-a Gl Eavca -Wm®O mmmmE'aaC m .C- QmmC0+•C mpg+ 00a_,.ucao C U w•---00'. C u' ao= �aca5aa ,W'c MV ID m_ V EOOm.aU>COa I G, a- Lm o d -L UCmU a0N-•-'m0 WO L 0 m e C m O Wz§w < mw¢ mro J1Lr CV M 4 to t0 Ph o6a; ll'��I�IIIIII�I m L. m a O m00 L: pts A =3 Q Q 0 X a,tr- ` C L 0 �' m �, a- a C E 4 W O � 3y td A10^ y' O '0 s -C. %t).0wC aGs a'c Gm =3 QQ m a Ucr U0 ++ +�' W 00000 00 00s 4 -a a) 0 w a C+, S_y'a Q O a .CIA� 0 0 0 - > p =3 L U N a 0m C m 0 B O f3 C 0 V- 1�... ® �..r I a Qpm U— jN O m� R a 4 ' m C Wnv 0 c Q 3-3; 0 L t- O .1 $= ms I -0 Cm Qarn ma -C>s0 m a 0 C 'tn v .m'a\-Lca'0 .d CO 0 000CNti, to \ c , c0 �- O Co . - a U 0 +. OW f U owCL O Ci O 0QC C> ft) to 0- oaDU a= 0 4) o,m vodtoo-!c-00i .0C0)OcCOL m C v La a m m :r rn LLJ Z f3►04 rn :3 01.0a0000O. _o coa c 0 Q v .= O U ,� cV O o f -i 4 vi co L C m C -a N N- m > EC 0.0 in 0 N CV M 4 tJ ! 00') i/y1 mt�a-md�Q 0. 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C -0 c: N 0 C.. m a �- > 3-a o�o� Z D t- O Q W O 5 U-) UNmv1 C w C) a) L- 41 C + t, Q Q p ft} _a Q. :30" m m0 •0 0) o m i 3 c a - cy)c — � N o t_''��l._ 41 a 0 C)L CL rn 'ate Om 3 -0 a o >>C O m E O G 0.0 C O•a - m •+ 0- ++ ID > m O N S m 4) CL Mc = Lm o6 tai O .0 w qy tll s-. fU U) fly 0 ..0 =� to a 3�a L E'Qa^ C .� �- W 4 -JL 0 C Q i C CL m .0 U g '5-.Sga0�o00 0 . -m Ca > mC 30aC1-0- �? vwmQ4m-0N$SmC & U Oi 0 0 E 0 fly 0 O U • — co o .:3 — cr U C m 4- O fly0 Q fj1 .v O 0 0 tJ i3 4 v 0 A �, C O fty a!� ' o X rn 0 W c °—Urn -o Com' LJs L3 Q . ✓✓ 0 a v -0 fU `,: o fry cy as •QL o v v Lo +- -0 0 afn—cu -0 a �- 0 a D C t-6 c0 .5 fly � i1 CLLL. c 0 3r 0 N L- 0 :3 o -0 Q c t- t-+ +, t3 C 0 o 0 L_ Q 0 . tT }-' U w U- 0 - N cn N fn 4-.0) oc N � v a 0< < 0 (n O O U)F-Gl �� ® V O 1� •p a D N r- N y T, U m V m m a 0 w 0 O41 C N m 3 0 a 41 mC C v x. �'a U ] 0 C tv L o0c of O C L a, 0 C m O N m O O C m C- 0 0 C x m`v 0 >� 1' v o -a 0 m a -0m a a C 0 m a Giaa 41 w 0 a a+ C ' v -- 44 m a v ,c m c O r, O Q C O WO 'CGf V 1 ` Eto as W 275 Iu w 0 � � • � 1 � �0, U -m mLvmm r -l0 0v vv 000 0 m 0, O oir U.AE_C O .= C4 t+j QY (Y Lli fli z z .� C y- 0 0 0 W �U) 0 o C _.1 o .° 0 W m m G :mom. c �� UO0)Gy O C A 0-6 m m mQ N ta- C Coc� oa� +�� CA O a m +-O' a 0 E0LoUC c ,.. a v a 0- 0 a 0 0C" -a O` �mU.+, a m U -m TZ C O C -0 m >+ C C 0 m C.0 c a .° &a c"v E3>'+ULw m O 0 0 "L' U v '' •� U .� a .a C m -COO m C 020-0 a d.0 0 � }` m.0 m E- L 'p m 0L 0 L-41= a +�O am '_ C:3 C m � N \'0 a. a L O Etn0Em'a G/0 p C tl a-00 'm0OaOL- m C a? 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Push Side provided Of � BATH NOTES: ` v f t1 Q 48° MIN 0 (f)._WJ 1. SOLID BLOCKING TO BE INSTALLED BEHIND ALL GRAB BAR MOUNTING BRACKETS 2. FIXTURE SPECS: LAV MODEL# LUCERN WALL HUNG 0355.012.020 LAV FAUCET MODEL# MOEN Bathroom Clearance Lavatory in type B Units m r, MONTICELLO 4550 WC MODEL# CADET 11171/0 2216.170.020 ManeuveringClearance at Manual G> o 3. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES OR SINKS SHALL BE INSULATED OR OTHERWISE In Type B Units Fig: 1004.1 1 .3.1.1 CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACESC� UNDER LAVATORIES OR SINKS. Option B Bathrooms Swinging Doors 4. NON ABSORBANT FLOORING TO EXTEND 6" UP WALLS IN BATHROOMS NON-ABSORBANT SURFACES TO BE Fig: 404.2.3.1/ > ,,y 11 PROVIDED BEHIND WATER CLOSETS 24' TO EITHER SIDE OF CENTERLINE OF FIXTURE AND V UP WALL. 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ILmps. w-Whm_f., 1-rr'OP47S6e &Ire 'la - ;' � ._ . � ::a• :: , ::. ' Ti'.✓ � �.`7�'. E1Nk't ''i "3 . a�tweap.ppeafnteat.trrt«aa=awufn-oa�ne fl-c.lapra� a , , )4 tE;FcN6Ra 'i' tafpr Wt.eia nrory . w1 d 9p.K nn«JR i e Y_ ` s rte :► t{t 1tL r4 . :'t . �4. y`4 _- .�mataaam«faawpra awna.eea aFn pyr )-kAr e r : 9 y 4 - _ a{, .�_: w O .>,.. s>.. ...f! . , .Op .. ,.. r GA;,ti,•.; - ,: r.: �.(,/fil�,� .. � . b �'C� �, '� p.k0 w ,9?'d' i 3 -� -' o � ,r! r+ a - M ,< � _ � -. � .� _ �► _ � j � PLYwgot)waFLooR z>rtravroouF{ooR lase , _.,_. ,,..(y ._ ., .....,.,.-. .,....« l,-:-7... .. -:"'.,..ave ,; {, .. ..iF�. .. 4. -•:< .,-A[ �. :CCD ' �� - i'NAMETER STEFL SPRWIU.ER PPE - i tQ-6- 8utt.0"Oe- is wa ANT, rm&,zv- Sit s*43M _+'at,09 e. As-pat5tiret;,flo nil 26 UG SNEET 1iETu smAP T2 o COnto)t N/69.5 71 PtDAt 27(4NKK}D RLOCKOOG ENDS TO BE 45 DEGREE ORE7RAIGUM CUT . TYPICALIP At rPORf MR AFRINKI ER P~9i1 ETWEEK FLOOR..WtM AS PER NFPA i3lh34 . 8K'BraEafiaM4 i�MWllabtbMtTiF '( - pltC110Ati9WP9'.ai' �a'�'ite�l" P�i` A�+eiowamc t t.Ma r t TYPICALPPM^SUPPORT FORSPR#SOUMPPM HUMO BELOWPLOOtlJOa75, I PPE 1S RUN EXPOSED - COMPARAB).ETOTNOWREOUMMRY711EL*CALPLUVAMGCOOES� ........... -miniar Oft7 -All pipe must be installett at a ctatter line of(Y-2 31C above balloon x -AN insulation most be installed abaft aft fire q-tid-pirtingto, P-- Eli - a W659 LYsbr4d1N6 .hhnRAddob PE,Oiedor a � y TpaA p19®, naaafea0an, M«a N aawla b aaMYte r ` wn'd a rma.dpa Mer=e« «M warav Mn t.«e apBmd, aale arae amo M +BB1d a Mena Min - eCBaptalaaoapaalama,ad«awdarrde b aaY Bean., VMHa M m 10/17/16 FOR APPRONME t..,m err tor,: r., ar.9apip r San d we aaP.aa «mod wearer m amwk a Wmft arse tSi Floor 2nd Floor 8f Atlbt: SWWV t PNand W- b me is. M. aaa d ore WON. - 'WWW1 W 10-W My ore abate.. Mad d. daft d atm Sprinkler Plan 10 Unit Boiling aFlr96e4 ad a aPa�ie awatpre. tl ore ailamiMh , . tPRiNNf"� C.Orriir101U^ - Q},Units,: RAxotaFc�oat Po ,tor itis IA, 1B, ?A, 2B, 3A, 3B, 4A, 4B 5A &i58 FiRE349aR1 1 156 B"erplace F1RESiCi, 175 50ftye, Bmok NY 10573 Q F3RESIA tky 155 ' ' MUM a�f Dy 914 403 426 ` ... 33 Brook dw tmRz-it ,: LWT- Cold Spring,NY10516 sw FtIL6s T75 IT 1— KR. � $pM IOTuaBlaedexy,esw,kEr lsap .9a�ac�er:. F'1 F WAW ua»=,:0- 16-311 7QFAI.stTtlaaERtia6dar: M ' • ' (+ 17 `a0 �k�rrkLee.» '" _ M •' + A. , Lt'd ai`-W01 S6 rvl rta9i's..'- 9ry l - .9 Sz L-1 wke L t;1N cA iUiJY1 26 UG SNEET 1iETu smAP T2 o COnto)t N/69.5 71 PtDAt 27(4NKK}D RLOCKOOG ENDS TO BE 45 DEGREE ORE7RAIGUM CUT . TYPICALIP At rPORf MR AFRINKI ER P~9i1 ETWEEK FLOOR..WtM AS PER NFPA i3lh34 . 8K'BraEafiaM4 i�MWllabtbMtTiF '( - pltC110Ati9WP9'.ai' �a'�'ite�l" P�i` A�+eiowamc t t.Ma r t TYPICALPPM^SUPPORT FORSPR#SOUMPPM HUMO BELOWPLOOtlJOa75, I PPE 1S RUN EXPOSED - COMPARAB).ETOTNOWREOUMMRY711EL*CALPLUVAMGCOOES� ........... -miniar Oft7 -All pipe must be installett at a ctatter line of(Y-2 31C above balloon x -AN insulation most be installed abaft aft fire q-tid-pirtingto, P-- Eli - a W659 LYsbr4d1N6 .hhnRAddob PE,Oiedor a � y TpaA p19®, naaafea0an, M«a N aawla b aaMYte r ` wn'd a rma.dpa Mer=e« «M warav Mn t.«e apBmd, aale arae amo M +BB1d a Mena Min - eCBaptalaaoapaalama,ad«awdarrde b aaY Bean., VMHa M m 10/17/16 FOR APPRONME t..,m err tor,: r., ar.9apip r San d we aaP.aa «mod wearer m amwk a Wmft arse tSi Floor 2nd Floor 8f Atlbt: SWWV t PNand W- b me is. M. aaa d ore WON. - 'WWW1 W 10-W My ore abate.. Mad d. daft d atm Sprinkler Plan 10 Unit Boiling aFlr96e4 ad a aPa�ie awatpre. tl ore ailamiMh , . tPRiNNf"� C.Orriir101U^ - Q},Units,: RAxotaFc�oat Po ,tor itis IA, 1B, ?A, 2B, 3A, 3B, 4A, 4B 5A &i58 FiRE349aR1 1 156 B"erplace F1RESiCi, 175 50ftye, Bmok NY 10573 Q F3RESIA tky 155 ' ' MUM a�f Dy 914 403 426 ` ... 33 Brook dw tmRz-it Cold Spring,NY10516 sw FtIL6s T75 IT 1— KR. � $pM IOTuaBlaedexy,esw,kEr lsap .9a�ac�er:. F'1 F WAW ua»=,:0- 16-311 7QFAI.stTtlaaERtia6dar: M -Pt1�FDCPlacaidt2"�12"fdrF.a�r�C ?s�-'_ t ' -)11stHiltlUCMiRiTRDR3'-0"illwveCPi$(k. AppftW- IwOMM MGM FI Hft$PmftMR* usedfa Hemft"FMPar fto*reoesWdax(M(e=kabeuWdwilhtAoMF, Ria; - 3' tec6ort Jb(7wbwned. 1628 SWd.W I.opecLceFig(y(>e~ apr a3. xlwmmroYterFw muft MolwonwitAddall `�M"'eog� 3 9tntNtFfdtfuimae(,abear)al.orSlnpcd,inacw'dane agvwaM>.a7dwwrra(,i>ar. FumsDerng Model F7 Res Pate f'1n�..e. fermi„ of A. , vA b�,3R 13R a1320t3ee$ia�e. Be saett>MaAee dad spio4ws use Q* ria MOM D spr"da V*O M for. "'a'a"sJr "'•r"a^7 sine.mrnpvaNer i4. stylsaidsp'rtlda(ypeare soAng Models Fl Res Recemd PoWad. CCP & SfA1C - ma=,dwbw.M Ivided pbWWtmxkmlsd meW q..*) -u «* It. Mom Cf esWiNda xe xkiDr- boort Ike PtaW= Ammalmn a YO aPp�O Y aAgMOMFt RmIl asmilISwapftbms a* ft lipoidFi NesS�tr(WdnserlgkteeteUtarYlelRRies6Nalr$ (_,91 -- mom (i;412* wdwWOKK (seer a ndmoma u,a, 1011"00R3lliNpNHd ellip darn lyai.AS9p, Wtansfion two (rOW dwoge #me sprdddas..< wlFlAn Type,: ModMe Fl Res EPESMS *oto be traadt o ahmm. a dedachwa m pea a,WI..rwwala awl top mait- 1..FtFbs3DPatdadMadel F7. F2 aid EP Exadtltems. itrstrMed haaw4Yt. ere dg m(atlaoecei*. - 2 F1 FWS3DRwmwdPanderd1F2F.BdddleaP; F'14r'P2, Drf(c 3. Fl Ras39ftnd edF'atmrrFP -Ir',. %lP� A 71' radByNaeMq BMb4)mdetrtabrawbPrawdb+r, (' 4. F1Ras49PerOcieai S. FIRm49Rsceswd PaWwPr1 bFbtoj berbPwh who.q -� O,W & Fi Res49 dPa Wfp Ft u(m) iA.taam.�ed. sY.{na) %(as) ra.(a4q) { 7. FLHmS8Harlea F7 Hes30.4&58876 F1 Rs3&49,58876 4�9acr3¢m=sN t ° & FIHmS8Ra0essWpWdps(Vt Rea-ssedP-4-tFI ReDoswdPadad7FPt-Aid-K F2 'h(i27) Dsr.eawrsaad.yhN,sl k(%s] u(u.4y - B FIRmS8F dPandadn, '•$e�cr'm,ruwaF,uPeuwnereear,RomrFe(res4s. seatenucm:ear: d.e�xwa 10. F1 Hes 78Puft ed tt. FI Hes76Hecessa pmxIw IFIHudd Ft Res3DR ps"d ItIP1 12 FIHm7SnatesaedRasbrmW IIB ___ 46, St&76 P�aWNN • Medd Ft Res. SB&0.4.�._,.76Hmewed Pw4WiF1 1 13. F1 Hes30CCPpalda, t 14 FlrNs49CCPPundad 1 i 1S. Fl He SBCCPFW4"L+ I& F1 Rs 76C(PFende(r 17.. F7 Rus 44 t1Sfd F,R9s3b,49,6B&76 Ft Ras4485N Fl Rus 44 SYNC I& F1 RPI 44HBceswdHSWIF2 (:CPI'Lrtdad ReoessedfiSWF2 I 9. FI Res 58HE Y 2& Ft ties 58H3SV)C rb®rdd3rk�rsl spi9das(F'9s.5.6&i)am ecPOFpaYeo- ; - 2t.KFFaSBFISYIX &BwiOatab-migphrgc.Wbewed - fieseted0al.af.'ft9dd%)aqustrnaN 22 Fi RmSSHSWAs madHWF2 'Rrs3mrplas,h PaaMerdsp'rYdasPuu6rPtea6iatrse( 2&FIRM44SWC dt t%mYTs(Uplessssrat0aootaap,itruidadwli .wro-aa - . Liadn" & Approvals. f. 7heba&)wFl Om a 7- t.'swdlMod fmC add (dA iuskrcarq = .-. .. 2tentMl scsltaeu»nwdPO ueaaRve be paabrap�a. -T_. •-=urs ULt lfaCatada (cULts) ton ttemb It 1* WM m$i%rWd r wWNnd.M((A. 1626 Spri"M*tOI-l8DpMpy:ReiWbBdeN1178 t�t<arrX�w,eiarek.4ussh,(ba&dcbxnub,a f �:. _._�,s"; "' 9PM . Ut;LW AAmmfic dy dsdmM LYv0wb w*dafi dabaaexnyditbfiiigBO ResiderdWAtdawM'ta Sprdmr TeGYded Dirt&: aMe ' a '=r'(rl - Ai VKKW • Themal Sensor; Soldered Sm -A (lade) a NomrW _. P&ISR# 3mngtassbuO Ftg.2 US Pfd No. 016.893 b6. Maori Fl Res 49 Spr,w1er3PtaswrBRMi^ SpsddaRamu: Bpw TedWWSP D: FLRes 30 ParIhnMJTM fbasu Q P"dwit(SIN RMI) -' &681't,.rtd *.Nders • g_ 175 Ps( Tbnad NambdOdN. Tw:rA,w4re __..'. T R .1�t--.--T41g0 Ad dK *= rtsry(i 882appiestnploblFt.(Tese4&58 faVAbYaeEP Tesle0b5O0pa ^ 7Mead S'iw-WNPLM) `.- _ _1P!_ - _ .J1 2) g T tSPMai No.7,35& HSINSpdadara x Ar'(a.2) JSN2! sero 39 3aN3E1 2asi3U -. (SPO(HtENM7.784.5%aprmMM.MFIP�44'uiYC ' K-FacbX:3e(44i(Aa®9-Firle.3DrbiideMSpiimr .spm"ers 49(1110V[!4e-Ft Ra4enP,rad',4w,4g MOM F4 (rigs 1.2.3, A 4)apiast 4.4{N77(Ac6e8-flRPP44F4Y(*d msPanuspiNh.+Scarrdtaigmap0a'dtirabSKrttijrSasGr ^ D-Wr A9`mntenD.(}SMtrMP ; .. 1y OZ -b& and bw PIMO de001a6ue tfasgn 710 Ft Fin , ..... - - .. TarCeYtb tyPe4m�b14iTA t3. Y91w 13D O,uv a9Y--4% bAmwwBtr TaeP.msiO - -f Mww`"! TY.tboa¢pp RaFI(wawd . tion PwMwD Flow P,fb.6 RpdiMYdorgCSBnF °B i ,914■t03.4267 33 Moutdaal Brook Drive Cold Spring, NY 10516 Ia1uRRvt31 SArI PO KR. Pal tnrbflpM a2x t2(3AxAN (2(3.6) S(WA) 7A(a46) 80.37 IA�.dei 9mUM.at%b4(31.JbsoA: w,yP2¢aPldvmn (ter dCdYg PwFFt%/3D. tae rcX4ierW riwarts l%bt% S b(2<) taxt4N.3x4.33 161437 10{3T,a) it PJ.� 1(t(3T,aj tt(o.'rbj tax ta(49x4,N i6N.>h (3(437 M -.I 3J i3 (4�' i&BN 3) , ..... - - .. TarCeYtb tyPe4m�b14iTA t3. Y91w 13D A/ =Id ':.D''i Tek_ PIp4`'. t3 tNS?4"ep - t 1 L AtJ-h6MA14iWORKARBRASEDONNAimALFOIEPAOTEC oNASSOCFATIONCODE{NPPAl3R.'.. me F,OPIION) THIS APPLICATION S FOR THE SPMNKLXR WORKONLY. NO FREALARM SYST£M S INCLUDED WITH THIS WORK ==SHALL$E ANEW FIRE ALARM SYSTEM IN THE BUILDING ISM WHICH THE FIRE SPRiNIMAR SHMA, RE TWO INTO BY OTHERS 2 FMEAIARMiSTOREDISTAUZDASPMtSPA72.THEREISTOREANUYIMMSMOKE41EATX7IYL DEIVCMRSYSMMWITHADU ERY/RRIORMARMS.Ua' MA.EDASPFRMPAtL NO EXTEMOR .HARM SREQUI "ON THESNOKFMRAT)CO2 DB1£CTORSYSTEM ASPIM WPA 7l. THE FIRE SPRINKLERSYSTEM ELECCALW WATER FLAW SWITCH MAYOR MAY NOT BE TM INTOTHE &MOKKIKEATO-WORFECTORSYST£M, WTuenRESPRHOq.BRnwiuwwAT£RFWwswiTCHIS 'i NOTTMD WW THESMOXMIrATACM DETECWRSYSTEMTHEN AN INLTRIORSIRRN SHAPE RE PROVIDIMASWFALASANEXTFRIORSO"ORRELL EKFERIORBEILTOBEPROVIDFDRYTHE ELRCTRICALCOWRACOAAND INSTALL£ORYTHE .FAFC181C.ALCONTAACfWF. INTRUM SIREN IS TORE SUPLIAM BY THE ELOCTRIC LCONTRACTORAND 46TALLEDRY THEELECTRICAL CONTRACTOR 3. ALL PIPING PER NFPA 13 R, 20M PIPE t'TOF'TO RESCHEWLE took SCHEMLE M BLACK STEEL PIP&;,.�_ ALLSMNKLJM LV BAND MALNSTO RESCHEDULE IO ASOETF.RKMW BYTHE HYDRAULIC CALCUKATROOLMMSHALBENOSCREWLESOR7THINWALLSMM LERF'II'E..THERESHALL.BE NO PLAM L'4 DMM FMVC& THER£9LALL BEN07HRRADABLE LHW WM2.PVL SPRINKLERLANPS AND MAIN MAY RECOPPERTUBSTVPE'L'OR'M'.StRWgER PIPING MAY SE CrVC' PA.SYTICSINUAll 10 MAZEMASTERAS MANUPACLURRO BYSLOAN PM VH)M PLASTIC FMISAIIAWSPTOREHMO WI"ATO2TY10WNORVR.LAG& um= HALL.BENOMSS.FLT'PIM4)RFIFTDK:SNOPEXMP& A ALLFITTRYGSPPRNFPADIL20N, THREADWFTrnNWl-702-TOBECASTOR•+u•.Rr'IRON CLASS 125RTHRFA0E0FfTrUWGS2-W 704'M HE CASTOR MALLAME IRONCLA.SS 124A.CROOV60 FTITINGSTOREMAL1.AMSORDUCnUla NASMANUFAGIUREDBYVWTAULLCORRQUAL. .� M C"AND(ALTEESLOBES04MARTOVWtAUUC#MORNMORWARDTEEIAXGRODVE r MWtAKMTOULJCUYWEMNTSUU"RTOVU'rAUUCBMALLOtlnXMONMAUSORGNESMAY 77 WWo"4ZT&ALL PIPE.IOVONGYORK PERNFPA 13 R2MBCOPP4JI FITTINGS MAY BE USED, THEY 1 MUST BEOFTHE PRESSURE TYM O N LY"SSOIDER MAY W USBDTO MAKE TFMJORYTS NOM,% SOLDER WILL BE AIAAW£D. ALL P,XPUSEDSOLDER PHBTO BE DRAZED Wr1H SHLVERSOWER CPUC FITHINGS MAY BE USED AS PERMANUFACTURERSSPECIFICATiORS NOP£X FITRNG& S SPECIAL CARE MUST BETAKEN WOEN INSTALLING SPRINLOERS INACOPPERTUBESYSTRM. SYRINKLERE4 MUST BE ULSTA CROONLY AFTERTLM INSIDE OF THE SPRINKLEROROPAND ASSOCIATED PIPING RAVE MEN WIRED MRUMHEDCLXAN AND VMM CLEAN TO RE MOVEANY FLUX, RESIDUALFWXCANCMM AND INSIHRCASERCAN IMPARTHE PRMEROPERATKRYOF i TIM;SPRH41(LER, TMACTUM.SPRH7KLERHEAD STO BEWSTAU"0'4LY APTERTHESYMM S FLUSINOCLEAN. 6 PIPING SHALL BESUPFOWTEDFROM THESFBUCTURAL MEMBERS {{SING SUPPORT METHODS COMPAn err TOTHOSK RMIARED BY LOCALMA(MBING CODE. PIPING SHALL BE SUPPORTED AS .DETMLEDON THIS DRAWINGS AND AS PER NITA 13R26I1L 7. THESPMNKLERCOMItACWRMULVERIVYWTIHTHEARCHnTWrORSFRUCMRALMOGMUR TMTTR£ WIrDWG SCAPAMETOSUPPORTTHBEQUHMMII'.PU4M ANOLWCrWOItX SHOWN ON THISDRAWING , & ALLCOMROLVALVEOTO BE RATED, FOR 175 PST WORKING WATER PRESSURE. MAVML.AMAWATER • PRESSURE EXCEEDS 175 PMA PRESSURE REIINP VALVE Si1ML BE ISTALLLW) BEFORK ALL SPRINKLER DEVICES. TOM ARE NO MMIUFACTEDSPRINKLER DEVICES, VALVES, RTC tism FOR _ MORKINGPM�.tRE MMN GMRTT17SM MAWSPROUG"C4;N TROLYALVESTo BE OSAYCATE VALV►SOR FULLPORT RALL THEY MLbT W OFTHE INDI :ATWG TYM NO NRSGATE VALVESTO RE USED. THE HOUSEYALVRON1MV4COMM WATER MUST BEOFTHEHND)C:ATING TYPE ALSO. 9 AMSPMNKLMOZADSARETOBEIAN"FMRRSUMWIULURVWEORDMARYTP.WMTURE RATING SPRINKLERS ARE TO BE INSTALLED AS PERTHE MANUFACRIRF,RSSP£GTRLCATON& DWERME NATE TEMPERATURE L ISMORESiDENLTM, SMIUIVISM ARE TOW INSFALABDAS PER NFTA 13RIPIR6 -k 1 i$ THE ADDITIONAL FHREALARM WORK ISTOM DONE UNDER A SEPARATE APPLICATION. THEM is 1,.i .-NO FTREALARM WORK WCL IDEDINTHSAPPLICATMN. FRE ALARM ANNULTATOR PANELAIM CONTROL PANELTOBE PURNOMMANDRMALLBD BYMRER&ALLCONTR(H.AND POWER WHIRR; ' F4RTHRFIRE ALARM PANMWATER FLAWSWTK.TES, TAMPLBLS'WHLTWSANDALL ELECTRIC -. OL'AMTOBEBVO HWB&EIB,fM M"ORELECLMNO CDMCESrDUdC'TLYA'FTACHED7OTM SPRINKLER PIPING SHALBE PROVIDE ANDINSTAIIEDBY OTHOUL - 1L wXTSPRINKLXRSYSI'EM SUESIO:N®pOLNRAI3RWSWEPRLM,NAY.ARD FORAMINiMUMOP Fouits MNKLBRSFLAIYWGAmvamUTAOF , _GPM, SPWNKIJRSTOBEiP'NPi'WITHAN OMF/CR So" (W-7.A�^ - SPRLMHLFRSTORE ISS UEGRFECONCEALED PVUWNF WITH A MOUNT WIDTE FINISHCOV� MAXIhWHSTORA"UXM HT7OBECd'.TYRRE5HAI,IL BE NOSiORAGKO7ASKRTHANI'-Y° 3 VPAPICALLYFROMTHESPRWK MM LYSTMOWNR$SRSS OFSMLrPYTOVMM RA'rTFRANTS.�; AND OW HERS OBSERVE THIS RUL& '. 13. TOMSHMAUNOSMRAGEOFGROUPMBORCMASFW&n OSMMERSANDRUBRERTHERE ,I MULBEMOMMCEOFCOMBU MZOR'FWMMABLELIQVMORGASnMMASSOLYElY7S, ;) GUMS,FLELgL,PR E.ACETYL£NX,OXYGEN,PMNMUCwrnmTmnuuANGSYRMT ME 14. SPMNKLRRLOCATLOMAMSUBWFTDUiSTMIA'fH1 mDPAgalCwiONMFFYRR(YCE& SPRi1YlO.ERSAM NOTNECRSSAM" IN Can" LINE OrCOLING TIEOR ROOM OR IN ALIGNMENT WrMCMidNCPIX7'URES. 15. OWNFRYOMMIDESUFFI MTHEATIWOK'.WNTTWULAWGTOPREVENTFlPXF'ROM RRMSIMG ALL PIPE STo RE DLSULAT£0 WITH Rico INSULATION ANUHAVE THE BATT INSULATION :{ OWAU EDBM(NDTHE PWL AL1.PIP£ STOBETDTHE HXATMSIDEOFTHE DM"TIONLMLSPAC& SHALL HE HEATI OBV OWNEROROTHER& ALL INSUALTION WORKTORE DONE BY07n6RS 14. H'SUPTOMEOWMERAMTFNAN77OEXUWMKXTReMECAUTNWWTMELECW AL - DX KIMAMSMOKMMATFRIAL,L&CICARS.PIPLS,MATCIIMEM i 17. TMMEWWNKUMCOHRALRORSOMLDETFJRMMEIFUMOVMMwANISTHXPAWTWGOF PIPE AND PATCHR4G OF HOLES IN THE FOUNDATION OR INTERIOR WALLSORFL.00RS 70 BE MtFHRMPABYTHEGENFEALCOYTRAC/*ROE BY THE FLRESPRLNKL£RS:ONLRACTOR. - i& THSSPRINKLERDMGNFW.KMAASAICON=ACM4GUX-tL4SROMTMMAVANCON NiFORMATM E URNISUMTO US ANDTHS MAW WG S P§MWW£DASAN ADTOPROCURMMENT A"INWALANDINSFM T CON,CHANOFVITDPIRE C ILLC S OESPDNSH"ORTHE ERERIONOROPXRA O4NESPORE M A ASAIi SffALLMJAMT0(rMCOTRACLGJGWHHRMTORcoRRrUS QUANSDESCRIPTIONS,NcruC,AORANY OTHER DATA SHOWN REMNIUMf THEAMOUrfTHARGWRYMAASAICiNTRACINZGU,CFRPMDUKWGTLDAWtFGIN ANYEVENT. j Lf. THE LNSTALIATLONCONTRAC'ORMLML FHiWYEMFYALL LOCATING WMEXSlOmr,SnHNKL9R j] QUANTRRSAMSPRWN HRADTYP£S.TMINSTMLATHWCOMNACMRSHAWNO/LFYMAASAI CTORRACTWGLLGREGARDiGAWDM"TKMAMO[t CHANGEST'OPH'EMATFJriA ME=P(C,, - RESDENTIALSPRt1H(IERTYPKANDORGENERAL PIPING L.AYOIT POORTOANY WORK USING PFEFDRMEO ANDOBTAtN ENGINEERAPPIMAL OFSUMCHAME& ,f 21L THIS PIAN S UNDEROXMYMGNT AND is wvrTO BE RF.PMLWtCED IN Ww" ORPART IN WAY, SKAPKOR FORM WRHOUTTHE WW"I" COIMEM OF MAASM CONTRACTING LLC. t� 21. 7HE FIRESM UYKLERSVSMM STO W HYDROSTATICALLY TMMAS PER NFPA 13 DA.2LTM HYDROWATICTEST WILL HE PERFORMED ATNORMALOPMTMGPRESSURR BXCMISE THERE SNO FUM DWAR7MIM PUMPERCONNECROI OWAL .FA HYDROS7'ATWT£ST POR2 "WitS AT nO M IS REQUU" PERNFPA 13R:IR:22 THE HYDROSTATIC TEWSRALLBEPERORMFA WTMANMMFA TE SOLUTION AT7N£PROPRRCONCENIRACHON FOR TIER SYSTEM. i_ 22. T1RREsNALLNwsE ANY EXPQ6RDCPVCPIPEORF7TiO4G3. 23. No Ant Team oFcrvcsysraw RarvaTo mANwAcnAmwsspEcnIcATx)w III X IMATTIC FRESPRINJUARSYSTEM ONLY, LSPULI.OFGLYCTRIMANILFRREM AS PER NFPA tai R ! SA2 TMCRAWLM'ACEGROUNDFiA)OR, /ST FIAOR AN02NDLS.OoR AREFULLOF WATMQM.Y. OWNMSHAWGU ARANTXE THAT TIR :URE SPRINKLER DOER NOT FRFETE. 25. FMWM AMMSYS7'XMMAWTXMAWFSUMNEpONMLn YOFTWOWNUM F- 26. REPI,ACematTOUANY QU1CK RESPONSE FIRESPRiNKiENotma THAN M YEARS isin (' DEPARIMMO(TSTATF DNRI(BIOFOUIU M9STAMAROSAM)OOBFB AtANTY,1T7 f773FMPi XwwsTMvRPMkraHTriw,(Radd..c.Fgwimd MD659 21)16-096 6128117 FirPfnctsa w APpk w m . DdadAW..d TY R&SPONMRIL OPTHEOWNMANDNOTPARTOFTHSAPnACATMW E 7, 21. NXW INT'ERIORBMI.SLTALL.BEPROVfOKDAND IFiS9'AILPDINCROttNDt7AOR,iSTi1,00R''AND j Si'ADNOFi.OORBYELECTRICAL NEW EXTERIOR HORNWRORE WITH WEATHER PROOF. SACK BOXSHA/I, BE PROVDEDAND WS7'ALLIODY ELECoUCALCOMTRACMR,ONE POR EACH UNIT S 2L'' SPARE HEAD sox sKALL BE mrAtLm 29 THERE 5NALLNOTYCQ,C,EM ORS7AR MANUFACNAEREDRPSIDBNTMLFMESPMNKLPRE 1NSTAfIEDANYWHRREINTHLSIIOSC ._. wsraBtO I At W Ode 145, Pbta:oar EV%.vdw pd l.wd 3w+,ONOI 7m 44 T. a 04 Wdwwaaa. Oft o/ wpm b.dW ere 1M err a p,afob,r e.a- err bw aa... bas bear WPWIL ere, rW a be "ISM,. rmop ta. MP,aPurawr&,pwawarrrr,robVosdlrerr far aay Pow( mtn, b, r.wAnp wtdr W 6mr5ond a - �*� w�• vem r,W twY• r w bw btwbP sw aw d..A arjnMr er +d oebm abu,A rr alaA6 sas„r a r.d aaas craw area b err sem w dW aed rw a4r,dm, ,rwtd W "-d by bb 40". ww ere err. a ,s�ueo, d s wwaBadaawdaa d dr asawsan .i^ate. ...._e.^...s_.a..___... �- it�.�JiSndeJS 10117116 FOR APPROVAL Crawl Spar 8r Ground Floor , Sprk*Aw Plant 10 Unit BuNding A, 1B, 2A, 28,3& 3B, 4A, 48 5A & 56 BBrberPIBCB Rye Brook, NY 10573 . RNSOOfWG49GON PO 1. 40 to -ca FIRRZO BR 175. FXtE 44 Dry 155 ,914■t03.4267 33 Moutdaal Brook Drive Cold Spring, NY 10516 Ia1uRRvt31 SArI lj� KR. w„mmewx �S'-+ I � 113, iM'=rare vj i r - - taw t ter:' Q t) 34 . AtL t1s "�O _Rpor�o tv lslncv a t} c1> Rat Ft C � r � s 5'QUR- Q9.al� I�� Ss"_"a/M'./ #,� '-�: ` i��,c_ 4a ` � S'tatil. °ere►:,T° c.�nn �+�. 4��'r� �Odrl ' et+.eut� sP+>cr;*' l _. '4 s _ MJ I - _t FF 9 # t > C2 E 11>.td pN 5Q•'► $ ` .1 s cue _ t x 3 (s`O} A/ =Id ':.D''i Tek_ PIp4`'. t3 tNS?4"ep - t 1 L AtJ-h6MA14iWORKARBRASEDONNAimALFOIEPAOTEC oNASSOCFATIONCODE{NPPAl3R.'.. me F,OPIION) THIS APPLICATION S FOR THE SPMNKLXR WORKONLY. NO FREALARM SYST£M S INCLUDED WITH THIS WORK ==SHALL$E ANEW FIRE ALARM SYSTEM IN THE BUILDING ISM WHICH THE FIRE SPRiNIMAR SHMA, RE TWO INTO BY OTHERS 2 FMEAIARMiSTOREDISTAUZDASPMtSPA72.THEREISTOREANUYIMMSMOKE41EATX7IYL DEIVCMRSYSMMWITHADU ERY/RRIORMARMS.Ua' MA.EDASPFRMPAtL NO EXTEMOR .HARM SREQUI "ON THESNOKFMRAT)CO2 DB1£CTORSYSTEM ASPIM WPA 7l. THE FIRE SPRINKLERSYSTEM ELECCALW WATER FLAW SWITCH MAYOR MAY NOT BE TM INTOTHE &MOKKIKEATO-WORFECTORSYST£M, WTuenRESPRHOq.BRnwiuwwAT£RFWwswiTCHIS 'i NOTTMD WW THESMOXMIrATACM DETECWRSYSTEMTHEN AN INLTRIORSIRRN SHAPE RE PROVIDIMASWFALASANEXTFRIORSO"ORRELL EKFERIORBEILTOBEPROVIDFDRYTHE ELRCTRICALCOWRACOAAND INSTALL£ORYTHE .FAFC181C.ALCONTAACfWF. INTRUM SIREN IS TORE SUPLIAM BY THE ELOCTRIC LCONTRACTORAND 46TALLEDRY THEELECTRICAL CONTRACTOR 3. ALL PIPING PER NFPA 13 R, 20M PIPE t'TOF'TO RESCHEWLE took SCHEMLE M BLACK STEEL PIP&;,.�_ ALLSMNKLJM LV BAND MALNSTO RESCHEDULE IO ASOETF.RKMW BYTHE HYDRAULIC CALCUKATROOLMMSHALBENOSCREWLESOR7THINWALLSMM LERF'II'E..THERESHALL.BE NO PLAM L'4 DMM FMVC& THER£9LALL BEN07HRRADABLE LHW WM2.PVL SPRINKLERLANPS AND MAIN MAY RECOPPERTUBSTVPE'L'OR'M'.StRWgER PIPING MAY SE CrVC' PA.SYTICSINUAll 10 MAZEMASTERAS MANUPACLURRO BYSLOAN PM VH)M PLASTIC FMISAIIAWSPTOREHMO WI"ATO2TY10WNORVR.LAG& um= HALL.BENOMSS.FLT'PIM4)RFIFTDK:SNOPEXMP& A ALLFITTRYGSPPRNFPADIL20N, THREADWFTrnNWl-702-TOBECASTOR•+u•.Rr'IRON CLASS 125RTHRFA0E0FfTrUWGS2-W 704'M HE CASTOR MALLAME IRONCLA.SS 124A.CROOV60 FTITINGSTOREMAL1.AMSORDUCnUla NASMANUFAGIUREDBYVWTAULLCORRQUAL. .� M C"AND(ALTEESLOBES04MARTOVWtAUUC#MORNMORWARDTEEIAXGRODVE r MWtAKMTOULJCUYWEMNTSUU"RTOVU'rAUUCBMALLOtlnXMONMAUSORGNESMAY 77 WWo"4ZT&ALL PIPE.IOVONGYORK PERNFPA 13 R2MBCOPP4JI FITTINGS MAY BE USED, THEY 1 MUST BEOFTHE PRESSURE TYM O N LY"SSOIDER MAY W USBDTO MAKE TFMJORYTS NOM,% SOLDER WILL BE AIAAW£D. ALL P,XPUSEDSOLDER PHBTO BE DRAZED Wr1H SHLVERSOWER CPUC FITHINGS MAY BE USED AS PERMANUFACTURERSSPECIFICATiORS NOP£X FITRNG& S SPECIAL CARE MUST BETAKEN WOEN INSTALLING SPRINLOERS INACOPPERTUBESYSTRM. SYRINKLERE4 MUST BE ULSTA CROONLY AFTERTLM INSIDE OF THE SPRINKLEROROPAND ASSOCIATED PIPING RAVE MEN WIRED MRUMHEDCLXAN AND VMM CLEAN TO RE MOVEANY FLUX, RESIDUALFWXCANCMM AND INSIHRCASERCAN IMPARTHE PRMEROPERATKRYOF i TIM;SPRH41(LER, TMACTUM.SPRH7KLERHEAD STO BEWSTAU"0'4LY APTERTHESYMM S FLUSINOCLEAN. 6 PIPING SHALL BESUPFOWTEDFROM THESFBUCTURAL MEMBERS {{SING SUPPORT METHODS COMPAn err TOTHOSK RMIARED BY LOCALMA(MBING CODE. PIPING SHALL BE SUPPORTED AS .DETMLEDON THIS DRAWINGS AND AS PER NITA 13R26I1L 7. THESPMNKLERCOMItACWRMULVERIVYWTIHTHEARCHnTWrORSFRUCMRALMOGMUR TMTTR£ WIrDWG SCAPAMETOSUPPORTTHBEQUHMMII'.PU4M ANOLWCrWOItX SHOWN ON THISDRAWING , & ALLCOMROLVALVEOTO BE RATED, FOR 175 PST WORKING WATER PRESSURE. MAVML.AMAWATER • PRESSURE EXCEEDS 175 PMA PRESSURE REIINP VALVE Si1ML BE ISTALLLW) BEFORK ALL SPRINKLER DEVICES. TOM ARE NO MMIUFACTEDSPRINKLER DEVICES, VALVES, RTC tism FOR _ MORKINGPM�.tRE MMN GMRTT17SM MAWSPROUG"C4;N TROLYALVESTo BE OSAYCATE VALV►SOR FULLPORT RALL THEY MLbT W OFTHE INDI :ATWG TYM NO NRSGATE VALVESTO RE USED. THE HOUSEYALVRON1MV4COMM WATER MUST BEOFTHEHND)C:ATING TYPE ALSO. 9 AMSPMNKLMOZADSARETOBEIAN"FMRRSUMWIULURVWEORDMARYTP.WMTURE RATING SPRINKLERS ARE TO BE INSTALLED AS PERTHE MANUFACRIRF,RSSP£GTRLCATON& DWERME NATE TEMPERATURE L ISMORESiDENLTM, SMIUIVISM ARE TOW INSFALABDAS PER NFTA 13RIPIR6 -k 1 i$ THE ADDITIONAL FHREALARM WORK ISTOM DONE UNDER A SEPARATE APPLICATION. THEM is 1,.i .-NO FTREALARM WORK WCL IDEDINTHSAPPLICATMN. FRE ALARM ANNULTATOR PANELAIM CONTROL PANELTOBE PURNOMMANDRMALLBD BYMRER&ALLCONTR(H.AND POWER WHIRR; ' F4RTHRFIRE ALARM PANMWATER FLAWSWTK.TES, TAMPLBLS'WHLTWSANDALL ELECTRIC -. OL'AMTOBEBVO HWB&EIB,fM M"ORELECLMNO CDMCESrDUdC'TLYA'FTACHED7OTM SPRINKLER PIPING SHALBE PROVIDE ANDINSTAIIEDBY OTHOUL - 1L wXTSPRINKLXRSYSI'EM SUESIO:N®pOLNRAI3RWSWEPRLM,NAY.ARD FORAMINiMUMOP Fouits MNKLBRSFLAIYWGAmvamUTAOF , _GPM, SPWNKIJRSTOBEiP'NPi'WITHAN OMF/CR So" (W-7.A�^ - SPRLMHLFRSTORE ISS UEGRFECONCEALED PVUWNF WITH A MOUNT WIDTE FINISHCOV� MAXIhWHSTORA"UXM HT7OBECd'.TYRRE5HAI,IL BE NOSiORAGKO7ASKRTHANI'-Y° 3 VPAPICALLYFROMTHESPRWK MM LYSTMOWNR$SRSS OFSMLrPYTOVMM RA'rTFRANTS.�; AND OW HERS OBSERVE THIS RUL& '. 13. TOMSHMAUNOSMRAGEOFGROUPMBORCMASFW&n OSMMERSANDRUBRERTHERE ,I MULBEMOMMCEOFCOMBU MZOR'FWMMABLELIQVMORGASnMMASSOLYElY7S, ;) GUMS,FLELgL,PR E.ACETYL£NX,OXYGEN,PMNMUCwrnmTmnuuANGSYRMT ME 14. SPMNKLRRLOCATLOMAMSUBWFTDUiSTMIA'fH1 mDPAgalCwiONMFFYRR(YCE& SPRi1YlO.ERSAM NOTNECRSSAM" IN Can" LINE OrCOLING TIEOR ROOM OR IN ALIGNMENT WrMCMidNCPIX7'URES. 15. OWNFRYOMMIDESUFFI MTHEATIWOK'.WNTTWULAWGTOPREVENTFlPXF'ROM RRMSIMG ALL PIPE STo RE DLSULAT£0 WITH Rico INSULATION ANUHAVE THE BATT INSULATION :{ OWAU EDBM(NDTHE PWL AL1.PIP£ STOBETDTHE HXATMSIDEOFTHE DM"TIONLMLSPAC& SHALL HE HEATI OBV OWNEROROTHER& ALL INSUALTION WORKTORE DONE BY07n6RS 14. H'SUPTOMEOWMERAMTFNAN77OEXUWMKXTReMECAUTNWWTMELECW AL - DX KIMAMSMOKMMATFRIAL,L&CICARS.PIPLS,MATCIIMEM i 17. TMMEWWNKUMCOHRALRORSOMLDETFJRMMEIFUMOVMMwANISTHXPAWTWGOF PIPE AND PATCHR4G OF HOLES IN THE FOUNDATION OR INTERIOR WALLSORFL.00RS 70 BE MtFHRMPABYTHEGENFEALCOYTRAC/*ROE BY THE FLRESPRLNKL£RS:ONLRACTOR. - i& THSSPRINKLERDMGNFW.KMAASAICON=ACM4GUX-tL4SROMTMMAVANCON NiFORMATM E URNISUMTO US ANDTHS MAW WG S P§MWW£DASAN ADTOPROCURMMENT A"INWALANDINSFM T CON,CHANOFVITDPIRE C ILLC S OESPDNSH"ORTHE ERERIONOROPXRA O4NESPORE M A ASAIi SffALLMJAMT0(rMCOTRACLGJGWHHRMTORcoRRrUS QUANSDESCRIPTIONS,NcruC,AORANY OTHER DATA SHOWN REMNIUMf THEAMOUrfTHARGWRYMAASAICiNTRACINZGU,CFRPMDUKWGTLDAWtFGIN ANYEVENT. j Lf. THE LNSTALIATLONCONTRAC'ORMLML FHiWYEMFYALL LOCATING WMEXSlOmr,SnHNKL9R j] QUANTRRSAMSPRWN HRADTYP£S.TMINSTMLATHWCOMNACMRSHAWNO/LFYMAASAI CTORRACTWGLLGREGARDiGAWDM"TKMAMO[t CHANGEST'OPH'EMATFJriA ME=P(C,, - RESDENTIALSPRt1H(IERTYPKANDORGENERAL PIPING L.AYOIT POORTOANY WORK USING PFEFDRMEO ANDOBTAtN ENGINEERAPPIMAL OFSUMCHAME& ,f 21L THIS PIAN S UNDEROXMYMGNT AND is wvrTO BE RF.PMLWtCED IN Ww" ORPART IN WAY, SKAPKOR FORM WRHOUTTHE WW"I" COIMEM OF MAASM CONTRACTING LLC. t� 21. 7HE FIRESM UYKLERSVSMM STO W HYDROSTATICALLY TMMAS PER NFPA 13 DA.2LTM HYDROWATICTEST WILL HE PERFORMED ATNORMALOPMTMGPRESSURR BXCMISE THERE SNO FUM DWAR7MIM PUMPERCONNECROI OWAL .FA HYDROS7'ATWT£ST POR2 "WitS AT nO M IS REQUU" PERNFPA 13R:IR:22 THE HYDROSTATIC TEWSRALLBEPERORMFA WTMANMMFA TE SOLUTION AT7N£PROPRRCONCENIRACHON FOR TIER SYSTEM. i_ 22. T1RREsNALLNwsE ANY EXPQ6RDCPVCPIPEORF7TiO4G3. 23. No Ant Team oFcrvcsysraw RarvaTo mANwAcnAmwsspEcnIcATx)w III X IMATTIC FRESPRINJUARSYSTEM ONLY, LSPULI.OFGLYCTRIMANILFRREM AS PER NFPA tai R ! SA2 TMCRAWLM'ACEGROUNDFiA)OR, /ST FIAOR AN02NDLS.OoR AREFULLOF WATMQM.Y. OWNMSHAWGU ARANTXE THAT TIR :URE SPRINKLER DOER NOT FRFETE. 25. FMWM AMMSYS7'XMMAWTXMAWFSUMNEpONMLn YOFTWOWNUM F- 26. REPI,ACematTOUANY QU1CK RESPONSE FIRESPRiNKiENotma THAN M YEARS isin (' DEPARIMMO(TSTATF DNRI(BIOFOUIU M9STAMAROSAM)OOBFB AtANTY,1T7 f773FMPi XwwsTMvRPMkraHTriw,(Radd..c.Fgwimd MD659 21)16-096 6128117 FirPfnctsa w APpk w m . DdadAW..d TY R&SPONMRIL OPTHEOWNMANDNOTPARTOFTHSAPnACATMW E 7, 21. NXW INT'ERIORBMI.SLTALL.BEPROVfOKDAND IFiS9'AILPDINCROttNDt7AOR,iSTi1,00R''AND j Si'ADNOFi.OORBYELECTRICAL NEW EXTERIOR HORNWRORE WITH WEATHER PROOF. SACK BOXSHA/I, BE PROVDEDAND WS7'ALLIODY ELECoUCALCOMTRACMR,ONE POR EACH UNIT S 2L'' SPARE HEAD sox sKALL BE mrAtLm 29 THERE 5NALLNOTYCQ,C,EM ORS7AR MANUFACNAEREDRPSIDBNTMLFMESPMNKLPRE 1NSTAfIEDANYWHRREINTHLSIIOSC ._. wsraBtO I At W Ode 145, Pbta:oar EV%.vdw pd l.wd 3w+,ONOI 7m 44 T. a 04 Wdwwaaa. Oft o/ wpm b.dW ere 1M err a p,afob,r e.a- err bw aa... bas bear WPWIL ere, rW a be "ISM,. rmop ta. MP,aPurawr&,pwawarrrr,robVosdlrerr far aay Pow( mtn, b, r.wAnp wtdr W 6mr5ond a - �*� w�• vem r,W twY• r w bw btwbP sw aw d..A arjnMr er +d oebm abu,A rr alaA6 sas„r a r.d aaas craw area b err sem w dW aed rw a4r,dm, ,rwtd W "-d by bb 40". ww ere err. a ,s�ueo, d s wwaBadaawdaa d dr asawsan .�_ { (P(Ll{(i ...._e.^...s_.a..___... �- it�.�JiSndeJS 10117116 FOR APPROVAL Crawl Spar 8r Ground Floor , Sprk*Aw Plant 10 Unit BuNding A, 1B, 2A, 28,3& 3B, 4A, 48 5A & 56 BBrberPIBCB Rye Brook, NY 10573 . RNSOOfWG49GON PO 1. 40 RASCORREMBRF 3 1 28 FIRRZO BR 175. FXtE 44 Dry 155 ,914■t03.4267 33 Moutdaal Brook Drive Cold Spring, NY 10516 Ia1uRRvt31 SArI lj� KR. w„mmewx �S'-+ I � 113, iM'=rare Only copies from the original of this survey marked with an original of the Land Surveyors embossed seal shall be considered to be true, valid copies. Said certifications shall run only to the person for whom this survey is prepared and on his/her behalf to the title company, govemmental agency and lending institutions listed hereon. Certifications are not transferable to additional institutions or subsequent owners. Unauthorized alteration or addition to a survey map beating a licensed Land Surveyors seal is a violation of Section 7209, Subdivision 2 of the New York State Education Law. Possession only where indicated. Adjacent property lines and easements not surveyed or certified. Access to,adjacent tights of way, easements and public orptivate lands not guaranteed or cerfifted. Underground utilities shown hereon are approximate and should be verified before excavating. Additional underground utilities are not shown or certified. Encroachments and structures below grade, if any, not shown or cenifted. Subject to covenants, easements, restrictions, conditions and agreements of record. Premises hereon being shown on a certain map entitled, "Final Merger and Reapportionment Map Prepared For Bowridge Commons, LLC. " Said map filed in the Westchester County Clerks Office, Division of Land Records, May 26, 2017 as map number 29061. BC = Bottom Curb THIS MAP IS FOR BUILDING DEPARTMENT PURPOSES ONLY MAP IS NOT TO BE USED FOR TITLE TRANSFER PURPOSES MAP MAYNOT BE CERTIFIED TO TITLE COMPANIES ANDIOR BANKS. /7 New York State Licensed Land Surveyor No. 0506-04 TOPOGRAPHIC AS BUILT S UR VEY PREPARED FOR BOWRIDGE COMMONS, LLC SITUA TE IN THE TOWN OF RYE VILLAGE OF RYE BROOK RESTCHESTER COUNTY, NEWYORK SCALE: III = 20' Lffl��M 20 0 10 20 40 ( IN FEET ) I inch = 20 ft.