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Home My WebLink AboutBP17-1591 ELEVATIONS 2 FOUNDATION 3A FIRST FLOOR PLAN 3B SECOND FLOOR PLAN 3C THIRD FLOOR PLAN 3E,3F,3G SHEAR WALLS 414W CROSS SECTION 5A FIRST FLOOR PLUMBING PLAN 5B SECOND FLOOR PLUMBING PLANS 5C THIRD FLOOR PLUMBING PLAN 6A FIRST FLOOR ELECTRICAL PLAN 6B SECOND FLOOR ELECTRICAL PLAN 6C THIRD FLOOR ELECTRICAL PLAN 8 STD. NOTES & DETAILS H TYPICAL ACCESSIBILITY DETAILS DESIGNED TO THE FOLLOWING: -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 02 15mrAhlon 9:1 � First Floor: Second Floor: Third Floor Total Area: Unit Occupancies. Unit 1A,2A,3A,4A & 5A: 703 SQ.FT./200 SQ.FT. =4 Occupants Each Unit Unit 18,26,48 & 513: 1458 SQ.FI-./200 SQ.FT.=7 Occupants Each Unit Unit 38: 1428 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 4 1 1 ;; I C . "I'l""I'll""I'll'll""I'll'I - I . I . NMI LI laptvi J— bill lm GU oulam IV "WIVI Ita. tB lu mum Maximum Allowable Height in I Taa 504.3 -2: 2 stones -6 5013 stones - 2 Cover Page, Feet and Number of Stories Table 504.4 60ft /3 stories w/ Sprinkler I I Drawing 1 Gonstruction (Aassitication I i able 504.3,5W.2 I All T Permitted 11)22 VA I Cover Pa e SPRINKLER SYSTEM NOTE: {n Chapter 6 - Types of Construction & Chapter 7 -Fire Resistance Rated Construction FINAL INSPECTION 0 Fre Resistance Rating Table 601 For Type VA, all structural See Below See Below site work by the builder and purchaser. All testing, installation of Requirements for Building 34"-38" handrail hei ht elements shall have w plans and drawings 5A, 5B & 5c for requirements and WMH — AccessibiNiy W Elements (Hrs) 2) Wood frame protected construction with a NFPA 13R Sprinkler 1 hour rating system. Drawings 5X,5B, COa m -g Buildings on the same lot Section 705.3 Excep. 1 with Type A bathrooms Max Area: 12,000 fe Cy' o� � Q F.. occupied as a residence shall be o� u�N ECID BLD 2: 10,773 fe �QN aU+ Co t1i C m E2 ? g Z gZ�pa >` Fre Partitions — Walls Sec. 708.1 1 Hr Fire Se aration p 1 hour Fire Se paration Drawings 3A, 3B,3C Q as AM E o Separating Dwelling Units Sec. 708.3 c continuous: foundation to 4 (Qnmu3�p V Sec. 708.4 roof sheathing Q o Horizontal Assemblies - Floors Sec. 711. Fire separation rating per code (1)Hr (1) Hr Drawings 3A, 3B,3C s va t Sec. 711.2.4.3 4 W Sec. 711.2.6 Ceiling membrane is not required over None Provided Z unusable crawl space 0Sso� z -0P fl Supporting Structure Sec. 711.2.3 The supporting construction shall be (1) Hr protected to afford the required fire - resistance rating of the horizontal Sprinider System NFPA-13R-byWMH LM is . Itl ' it •i ,f 1 • e,i a• O • • r • i • W• �`�t�1.�-,-R.a,.:�iC:,7 a. �.!( IC!llJtcl 1 V — mRUM Vt C141 upant Loa ing a 1004.1.2 esi ence: 2: occupant per sign ammeters aver age 200 sq It gross floor area Egress WidthTable Sec. 1005.1 1 36" minimum egress width 36" Drawings 3A.3B.3C 40psf SPRINKLER SYSTEM NOTE: 30psf 1) The builder/ purchaser shall be responsible for complete FINAL INSPECTION 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 34"-38" handrail hei ht responsibility of the Builder/Purchaser. Refer to Attached sprinkler w plans and drawings 5A, 5B & 5c for requirements and WMH — AccessibiNiy installed components Units 2) Wood frame protected construction with a NFPA 13R Sprinkler bu our or more units in a singe i ding, system. Exception 1 7 3/4• max rise, 10" min tread FINAL INSPECTION SBL#__jtk_-2-1 ... Sec. 1011.3 80 minimum headroom 6-10" headroom Sec. 1011.5.2 34"-38" handrail hei ht 36" high rails — by B/P w — AccessibiNiy Units Sec. 1107.6.2.1.1 bu our or more units in a singe i ding, first oor units are Type Drawings 5X,5B, COa m -g Sec. 1107.6.2.3.2 every dwelling unit intended to be with Type A bathrooms 8 c cmc n Cy' o� � Sec. 1107.7.2 occupied as a residence shall be o� u�N ECID t.. �QN aU+ Co Type B. Multistory units are not C m E2 ? g Z BOWRIDGE 80 BOWMAN BROOK,WESTCHESTER COUNTY F11 Copy RYE , AS -BUILT' !FINAL SURVEY PERMIT 2 1', --, /-,y REQUIRED PRIOR TO FINAL INSPECTION SBL#__jtk_-2-1 ... DATE ' i *NOTE: All heating and mechanical ventilation ZIBUIi itl 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." �. t3 `* a� cA � Z cn l c r Li � 00 M� W =00 >zr aWz o '.., j' o Q z �Qm ! `` z o rn a CSM _t1 ---p o 00d W in coo V— W 0 (Dce 0C)z L = J O � WWF W �a- < oto w Q Ln 1 > iL ter••..AW Y� w 2 cL c Na? >a0_o 2 io o v COa m -g z a �� 8 c cmc n _-- o� � m m o� u�N ECID aC 09 z g� �QN aU+ Co C m E2 ? g Z gZ�pa >` CO Q.2 Q as AM E o c ,djjmm> aQa a (Qnmu3�p V CL d m ea � Io g -9,\, Q o n N z t _0 CL C3 E to9!mow` s va t Qe L0 oNQo'V 0Sso� z -0P fl �. t3 `* a� cA � Z cn l c r Li � 00 M� W =00 >zr aWz o '.., j' o Q z �Qm ! `` z o rn a CSM _t1 ---p o 00d W in coo V— W 0 (Dce 0C)z L = J O � WWF W �a- < oto w Q Ln 1 > iL ter••..AW Y� �. t3 `* a� cA � Z cn l c r Li � 00 M� W =00 >zr aWz o '.., j' o Q z �Qm ! `` z o rn a CSM _t1 ---p o 00d W in coo V— W 0 (Dce 0C)z L = J O � WWF W �a- < oto w Q Ln 1 > iL ter••..AW OVERHANG DIMENSION ROOF PITCH 24'—O" 5L1 2 16" HOUSE WIDTH 26'-0" 30'-0" 11" 27'-8" '-8" 16" 7/12 16" 11" 16" 9L1 2 11 2" 11 12" 12/12 834" 12 L- m *SIDING - BY B/P. itc CORNERS ARE ON SIT SHUTTER ARE BY WMHi BY WM" 12 NORTH ELEVATION (FRONT) 16040 16041 16042 EAST ELEVATION (LEFT) 16040 LE uvm By PLUMM; "T --t 12 a dl V, 0 CN4 r -L E r- Lu V- o to E 0 CL 00 0 -1 *2 w 3-9-0 < -6 0 war < 0'o co 16042 LOL-.z < Co 0 9 .5 22 i z 0 .( IV M20 - < w w clq E - u < -aft 0 - o CL z a,s 0 0 ck: 0 i3 0 V5 5: w 5: o- X 0 a to 0 - 131- 0) to 0 0"> J= 'o 2 M -i LD C) O Z a I ts sC CN4 r- fl - WEST ELEVATION (RIGHT) 16042 IV -aft 0 0 Wl 0 0 ck: 0 5: w X 0 0 /-LOtNM Rf WW 75-2 1/2' U Do W= ALF 7 is. -01/8- 15'-0 3/4" 15,-0 31e 15'-03/4- 1 16-0 1/8* oo �3'-11 5/8* 6'-81/8- 8!-2 10 5/8* 6'-8 1/8" 8!-6 5/8'6'-8 1/8- 3'-9 5/8- , L,3' -I1 31e 61-8" 8-2 31e .1 6*6'_{;"13 '-ll 3/4 N E >2 0 Do vi %6870#r 1 3338# - 33381 ------ I ------- 4 --- 33;18 333841. 5054# -1 3338# . ...... 3 68791 12L381 41 ------ - ------ L 1 52�.4 .......... 505q c 00) L_ ck: I - Z z r----------------------- I E r ----------------------- I I ----------------------- I I ----------------------- I D C04 r --------------------- 000 cn C.) 0 0 4D js it 0 , z 0 co tn 0 A 5: & .8'0 U- Z E CL ca w E (0 0) 0 E2- g 082- 0 z fu:s w e & woz z >: m (0 C> ca COL i.- cr Z.2 V_ -c E J9 010 'a LuIm C) CNI :20 -'; E03 CD CL p 0 CL oro ca > Z*4A — 0 z -6 uJ CL 5: ZL E >= 05 E C:) a ca _0 CL M E W.0 u') UNIT #1A UNIT #2A I CL I u NIT3A # I CL I I T 1-1 IN, UNIT #5A aK c:) CRAWL SPACE 0 CRAWL SPACE m CRAWL SPACE mI AWL SPACE I CRAWL SPACE . .... (EXCAVATED) I rn I (EXCAVATED) (EXCAVATED) M (EXCAVATED) (EXCAVATED) In z f I z 0 0 z 0 _J z 0 1 ZZ __IF: o 0 LL IL I= <z go <11k Z p Irto 0 <a. -7= III Z F= to Fr < NY < vz lx cn I < w cp ffi I w w waw cp I CD w I cp w U) U- I I cn ce D I Ld {cr 01 10 D 0 ui O z 0 0 0 m 1 Z{ y w z 0 1 0 ICR6WI 12 124rx4f7 ICR&KII 111w.461 iSPAPE I law&l tsPAM IWACEII ICRWWI IisPArEi PIER -SEE NOTE 7000#1 BELOW (TYP) _7000# 1 1 7000p__, 00#1 1 70 1 17 0001 70P0#1 -I I cgtf— - _. — - If—. _. _. _ . _ . ____4m 1 1 . . . . . . T.—. `_ r L j ---- J LJ I L I J I L LI EFl__ • — - — - — - — - — 4!-1 1/f if -I 1/8- I I 4 1 j 1 I I-1 4r_I 1 /8- 3500# 1 3500# ----- --- ------ ------------------- IL ------ ri ------------ 1 11882# 12607# 1 1 3500# 1 1 3500# L --------------------- J 1 3500# -7 ------ 1 35001,� 1815 1 --- --------- ------- :r-zr ------ T_ - _T -------- -------------- 3" S-11 3/� *_2 3�-10 1/4!*l 3--il 31,C - I 1. 4, 3500# 3 1/4" �_A3!-10 1/W �_2L 4!-3 7/8' 4!-2 31e t�_2L' 3--10- q9 3* 3* -11" A,3' -Il 5/8. 3" ' -2t2l'-10 118r L2, $I OC' 3", :-10 1/8""'_2[3' -Il 31,V e3 8!-8 Ile 4'�4" '0 - 10--9 1/4!' 14!-I1 1/2- 0.-9 Ile 8!-8 I/'c 0 1-2 �4'0 iw-al TO ACCOMMODATE HOLD FOUNDATION NOTES: DOWNS FROM ABOVE 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. COMPLETE FOUNDATION ENGINEERING 13ASED ON SPECIFIC SITE CONDITIONS, APPLICABLE LOCAL AND STATE CODES, 70 BE REVIEWED AND APPROVED BY A REGISTERED ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION.PROVIDE UNDER -FLOOR VENTILATION 2) THE BUILDER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND B= WITHIN ACCORDANCE WITH SECTION 1203.4 CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) STRUCTURAL. PLUMBING. ELECTRICAL. HEAYING. ENERGY CONSERVATION AND FIRE SEPERA710N. 3) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x lO* DEEP. 4) CONCRETE STRENGTH TO BE A MINIMUM 3000 Pg. 5) LALLY COLUMN SHALL BE MINIMUM 3 1/2-0 STEEL PIPE. 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND INSTALLED BY '3/p PRIOR TO HOUSE DELIVERY AND SET) THERE SHALL BE NO PROTRUSION ABOVE TOP OF SILL PLATE uum _j 0 w 0- 0- 0 0 (A �e cr. 3:: w Z Z z 0 z LL_ z tAi a. wz >_ <I- -Z w Z Ld y . <fv F=O wo 0-im ,m< 0 Lwmqm_ml�mll U Do 7 c" E >2 0 Do vi x 7S :z C3 LL_ (::> 01 c 00) L_ ck: I - Z z _40P N E uj 'D 0 D C04 _0 000 cn C.) 0 0 4D js it 0 , z 0 co tn 0 A 5: & .8'0 U- Z E CL ca w E (0 0) 0 E2- g 082- 0 z fu:s w e & woz z >: m (0 C> ca COL i.- cr Z.2 V_ -c E J9 010 'a LuIm C) CNI :20 -'; E03 CD CL p 0 CL oro ca > 6ID 55 — 0 z -6 uJ CL 5: ZL E >= 05 E C:) a ca _0 CL M E W.0 u') .2 2o �2 g -j 2 tij CL-ai -0 am aK c:) 0 z � 16-o< . . .... z tAi a. wz >_ <I- -Z w Z Ld y . <fv F=O wo 0-im ,m< 0 Lwmqm_ml�mll U Do 7 c" E >2 000) Do vi x 7S :z C3 LL_ (::> 01 0 00) L_ ck: I - Z z _40P N (1> 00 c- 000 cn 4D A A tn 0 A 0) 3 GRAB BAR Ma NG 1, A 75* -2 1/2' A 14!-11 1/2- 1 1 4" 14!-11 1/2" 1 1 4* 14-11 1/2- 111 W-11 1/2' I IA. 14'-11 1/2- r-6 31C k 14!-1 3/4* 15!—T3/4!' k 16—r3/4! k 14!_1 3/4!* r-6 3/4!' r N1TAKE4r 2-D r EXHAUST INTAKE r EXHAUST 2—D43049 11.3 IN 2— 3049 ST 2-D I 3049 rET& r INTAKE 2' EXHAUST f2—A3049 **6.46/0.00 8MWM(END/MD) 132 29.7/19.8 17.25/11.52 *u NIT J3) 169 m **6.46 till ,le eaa lost uxss tail 0 0 illi} . E tow fill A SwAreF C3 um N(F11 a I C4 0 I oc" IIII I Jim I 04 a III 1 Jill 04 M4 HII 0 fill N BEDROOM cq BEDROOM I--; ca < 9 C3 — E C4 BEDROOM fill C4 BEDROOM 11111 1 I C.1 fill, BEDROOM fill 11'-8 3/,4.!* x 11'—r 101 (o I 11, 11'-8 3/4' x 11'-3" Its 11 '-8 3/4* x 1 l'-3" it, 111 4.et 11'-8 3/4" x 111iiii-3" 11* -8 314C x 11* -3" ee m to 20- 4i – illi ue #illi .Ilii C<L L N .tie tai I R111. lit liii Iis, ilii# et p mo I fill 04 Tail sill C4 LL 04 111,11 I,,", 04 lint linl Anil 04 loll LOCATION OF Its, 04 I LOCATION OF FREON 1,1 C-4 dk CONDENSATE Uli LOCATION OF FREON I & CONDENSIVE 04 is LOCATION OF ON & 04 LOCATION OF FREON illi C-4 CONDENSATE LINES ON SITE BY II ails ilii ON S17E BY 6/011 It CID ON SITE BY B/P Tins ON SITE BY ON SITE BY Sp D30 W ci Epw D30 D30 illi D30 D30 to 0 3 Z C,4 :3 C4 p tall) 2603- 26 TiLE I MLE♦ I " e I 55sf 0 55sf 0 55sf 0 4_ 04 I o I 55sf 04 4— ul r. 1111 5000r_____1 II 1 0 1 Ile r- - - ul 10 3), r--- ul 30 - - - - ... . iii- u If Illi ADA I Rol f ADA fill If-ADAI nil ilii 1 C92430 co4m ----- 4111 ctrl CO2430 3ms )Cwz _ 3315" 3X5I _o + A am CAR E S.3 4* C-4 R. ORAISE PABS 3 SMSE CASS 3/4 FL *RAISE C4 2W /DINNG KIT DING KI,T,/DINING .1CAB S 3/4 KIT/DINING 5" KI DINING I/Kl' 0 10 0 k 110'-8 3-/M4* x 14--11 01%AR 31,C x 14!-11 0 AIR 01 10'-8 3/e x 1,V-11 AIR - 0 10'-8 31e x 14!-11 101-4 31,C x 14!-111 ) 0 p 0 5-0" INTAKE -0. 0" * ' 7-* 211*1 •16-8 Ito. INTAKE 21 a 0. INTAKE 21 ym. AIR INTAKE 21"txoil' AJR A 21%021' INTAKE 8i 111170P NJ SBW RATE I 070P RATE sm P .91 0TOP R sm PLATE *TOP PLATE Ir* ammmm IDW I iF1 5w _jt ED ow 1+ OMM/42 o ow ow BBC /42 M4 PG.411IN 40 3/4 -HT WALL W/PINE CAP 'Zi/�4T WALL W/PINE CAP 40 T/_TPMC,4�Hff WALL W/PW CAP 40 3/4!*HT WALL wAIINE CAP L40: 3/4 -HT WALL W/PINE CAF FIRE RATE =DE OF B/P To FIRE RATE UNDERSIDE OF - - _j 8 70 FRE RATE DERSIDE OF r"W"IE RATE or B/P 70 FIRE RATE UNDERSIDE OF p STAIRS ON SITE (D W/�2) LAYERS OF TYP Y GWB STARS ON SITE \,iM4 w LA OF 5 Ix Owe STAIRS ON SITE W/�2)47GOF 'Ve ST N ;&IE W/ ?2)SLOAYE or S/ * TYP Y Gwe STAIRS ON SITE W 2)T�M S ),r GZ I $PACE I ----------- - - -- A- - ------------ - I SPACE I ubcu�l I- V_ 4 -- - - - --- I - - -- - - - - - - - - - - - - - - - - SPACEI I - I ISPACIFE UNIT #1 A f '1" I ^ U NIT #2A U T 113A �_ V, _1 I A v I I A 4 - U A LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM 10'-1 3/8* x ls-8" 10'-1 3/8" x 12V-8" 6,532)V-1 3/8- x 16'-8- 2x4 10'-1 31W x 13'-8" 10'-1 3/8" x 13 —8* U376 -8--N BY v"4 0, BY VAM (2)2x6 U376 -8 --iii., BY VAIN U376 -B --N BY WMH U376-8 By WMH 1, F2 WALL 1/2 WAI 1 1, 1/2 WAI h 04P6.4C4 1 7—T— 4 0-1 C4 1 8 A UP 7 0/16 .1 UP, 7 NX 9/XA Ul: WALL UP 4 A UP, 11 81 9/ 6Nx A A 10 STARS IN" X30 10 ST RS; Q 10 S;%A 17 S! 0. TN — Q DH3 49T 0 DF13 49T D1-13 49T DH349T I I 81/ jVD 30 DY& 'i X30 DH3r9T SEE PACE 4 5X30 DX 4 3/1L4 �-11 31jr V-4 1/4�;-2 3/1-4!-2 2 3/,;r-4 1/4"1 4!-11 3/8- ;t-5 5/1 4 3/1 4!-11 3/f $!-7' 2 03 r-5 5/E� 4!-11 3/8* V-4 1/41-2 3/1" 4!-2 3/4!' 1-2 3/, P'-4 1/4" 4!-11 3/8- k_4 3 11 10iiii ------- ; 01 W-8 1/4!* 01 10,-9 1/4!* 14!-11 1/2* 10'-9 1/4! 8!-8 1/4* 101-8" WE AFA Iwm FLOOR REGISTERS BY QLP (0-12"x4" Q) -10"W PROVIDE 1.2sf OF ARTIFICIAL UGHT ON STE TO PROVIDE 12.58f OF ARTIFICIAL LIGHT & 5.46sf OF MECHANICAL VENT PROVIDE 15.Osf OF ARTMAL UGHT & 6.70sf OF MI EMAMCAL VENT LIGHT & VENTILATION SCHEDULE (sF) ROOM AREA UGHT SUPPLJED VENT SUPPLIED *UWAKEW/MD) 138 11.3 6.46 "KIT/DIN(END/1111D) 160 **11.3/0.0 **6.46/0.00 8MWM(END/MD) 132 29.7/19.8 17.25/11.52 *u NIT J3) 169 **11.3 **6.46 16041-6908 *8'-0"1ST FLOOR CEILING HEIGHT* *ANDERSEN 200 SERIES WINDOWS —PLYWOOD EXTERIOR & M.WAH SHEATHING —R21 EXTERIOR WALL INSULATION *DH3049 WINDOWS MEET EGRESS* ALL WINDOWS WITH A SILL HEIGHT LESS THAN 36' ABOVE FINISHED FLOOR AND VAIH A FACT. HEIGHT OF GREATER THAN 6'1 TO GRADE WALL BE EQUIPPED WITH FALL PROTECTION SUPPLIED AND INSTALLED BY B/P ON STE IN ACCORDANCE W/ SECTION 1015,8 16'042-69 10 1.1 A -8 Is ia� w C 0 0 11 0 E co of .2 J9 W. '2 0 0 (.4 . E C3 co 0 LIU co) 0 0 I--; ca < 9 C3 — E Z Q o acm (o E .— 0 280 a e & m 1 cc) 20- 4i – z =z; , 0 C<L L N 2 tai 0 CL p t0 La LL Lo CID W ci Epw CO 2 o 16040-41 FIRST FLOOR SHEAR WALLS SHEAR WALL DESIGN; 20115 WFCM OMINEERIED METHOD) �Paraffe SERIAL to 180" LOCATION Main House 4,7 4.7 Floor I 79 100 Provided Shear Wait Strength (plf) —0 — 436 436 Adjusted Shearwalf Value For Perforated Wafts DESIGN CMTERIA 6 klik HOLODOWN CAPACITY (ths) - Perforated Wafts - 1stFloor2607 1617 Wind spew (Volt) 11t!mph Exposure Category a Exposure Factot 1-0; Roof pitch (an 12) Number of Stones Braced lWatt Height (ft) 3 8 61 10 Ild nails in each end of 1 114' steel straps @ 48' o.c. 15 7 INo Azo rk3 nor is in a act enc! of 1 174• steel straps @ 16' *.c. SHEAR WALL SPECIFICATIONS lWail Strength (pM jPty I-sidelPty 2 -side 7116'WSP with VZ'Gypsum [Per Table 3.1701 Min, Segment Ratio (to V 3.5'' Min Segment Length (4) 229: 6Edge NWing 1 4" Edge Nailing 13' Edge Nailing 1 4361 590 7301 WA 1080 1360 16'Edge Na" 4' Edge, N940V590 3' Edge Rating I 43r>l----KI7A 0 SEGMENTS) (TYPE 1) SHEAR WALL DESIGN Load Parallel to edge Load Perpendicular to ridge Building Elevation Front Rear Left Right L_en4th of Wall - Lwall (ft) 45 45 541 54.6 Efmthe LeVh of Full Height Sheathing. Lfh (it) 14,4 26,5 43 54.6 Unit Lateral Load for Roof (los) e!r Table 1�58 130 130 $75 87L5 Unit Lateral Load for Floor (lbs) [Per Table 2.5M] 138 138 202 202 Total Shear Wall Load W Side {lbs) 11057 11057 11036 11036 Required She& Wall Str4w4h (pin) CO 768 417 257 202 Prohried Shear Wall Strength (piq 850 436 436 436 Wall Height Adjustment (Per Footnote 21 1000. 1,000 1.000 1,000 1200 730 --Stdd __33338 D9 --26M Oti 1617 Perimeter Shear and Wilt Between HoIddam (p)f) M 418 257 203— .Pefirnter Shear Nailing on centers for 16d nab. Toenailed 3 5 a 10 No Sd nails in each end of I 1W steel straps Q 48'o.c- 25, 14, 9 71 1 No Adnails in - each end of 1 114- steel straps Q 32- o c 171 91 61 jPefirriter Shear NitiOng or centers for tridnats- Tamasted -entad Wails - All 78635787 38 No 8d nals In each and of 1 114- steel SWS f.48• o.4,36 PERFORATED (TYPE 14) SHEAR WALL DESIGNit �Paraffe Load Perpendicular Maximums Hugh;fit? 4,7 4.7 4,7 4.7 Percent Full Height Shea' fling 79 100 Provided Shear Wait Strength (plf) —0 — 436 436 Adjusted Shearwalf Value For Perforated Wafts 316 402 6 klik HOLODOWN CAPACITY (ths) - Perforated Wafts - 1stFloor2607 1617 Perimeter Shear and Uplift Betvveen Hokkwm (p#) 326 203 jPerimter Shear Nailing on centers for 16d nags- Toenaited 61 10 Ild nails in each end of 1 114' steel straps @ 48' o.c. 15 7 INo Azo rk3 nor is in a act enc! of 1 174• steel straps @ 16' *.c. 21143171;f JHOLOOOWN CAPACITY(lbs)-Peftrated Watts- Total 1 28521 174 SHEAR WALL DESIGN: 2015 WFCM1 (EOWNEERW METHOD) LOW Perpendicular SERIAL # ocal 4,7 4.7 Pennant Felt Heigtrt Stea�ning 0.5_d 0.71 436 t--Uded Shear Wall —s'"thipm436 LOCATION Win House 383 Poor it DESIGN CRITERIA Pevirtetef Shear arab uplil Between Hwddown {plf) 152 228 I or centers kr 165 rtms- To"alfewd W,nd Speed {Null) 115mp?-. Exposure category a Exposure Factor 101 No 4d Oak in each end d 1 114' steal Straps 0 48r a -c 11bal'pritch (on 12) Number olStores Braced 4 HEADER HATH TWO NO�DDOWNC�APAOTY(Ibs)-Pe Wails -To%$ 21143171;f ROWS OF 16dSINKER SHEAR WALL SPECIFICATIONSIftliStrergh(A jPty l4FdejPty 2 - side' j TIC- WS P —wola Gypsum tPer Table 3.170135 Mtn. Segment Ratio (to 11 Min- Seginett (ft) 2.29 1 16'Edge Na" 4' Edge, N940V590 3' Edge Rating I 43r>l----KI7A 0 �1080 1 7301 13601 STRUCTURAL PANEL MUST OCCUR WITHIN 2W SHEATHING SEGMENTED TTE 1) SHEAR WALL DESIGN Load Panallell to nd3e Load Perpendicular to nd I Bworrig Efeiiation From Rear Lot RIM i 30 30 $45 545 1 MINIM— Of RM "Ok" Sheattrog, - Lfh it) — 17-5 5115 42 1 U04 Lateral Load for Roof(lbs) fP*r Table ZSS&AI 133 133 875 875 i Unit Lateral Logo for Flow (IIsi IPCI 134 130 202 202 TOIX Shear Wall Load per Side Ow 735-8 7358 j Required Show Wal S!nqLh (pM CO 1134 632 143 175 1 ProvdixtstrearWan stra htplt) 1200 730 436 436 1 Wall Heigh: Adjustrwt jeer Fexode 21 1-000 I.M 1.000 1,000 0 ct$ =--,X!3 � Hokkkivin CapactV IWO - Segmented Waits let 1c9aor 354x3 6054 1143 wl Perimeter Shear WW UpId Bertiween Holdilmn lolfj 1135 632 143 1766 jPefirriter Shear NitiOng or centers for tridnats- Tamasted 2 3 12 101 No 8d nals In each and of 1 114- steel SWS f.48• o.4,36 20 5 6 W.o fid naAs in each aril sal tJ4` steel. tops @ 32* o c 2414 14 4 4� in-upown wegy paq -! I MtKI 9 M4 j�ateqwans,pjt �W � ZR4��j PEl ORATE (TYPE 11) SHEAR WALL DESIGN Load Parallel LOW Perpendicular Mantmurt, 2ptnfog Height (ft) W/ (7) 8d NAILS EACH 4,7 4.7 Pennant Felt Heigtrt Stea�ning 0.5_d 0.71 436 t--Uded Shear Wall —s'"thipm436 Adlustso Shearvia" Value For Perfixated Waits 383 -(3)2d2 x 9-5 3113 Ml= HDR PO, ODMNO�APAOTYObs) Perforated Wails ul Tim— L:4 Pevirtetef Shear arab uplil Between Hwddown {plf) 152 228 I or centers kr 165 rtms- To"alfewd 12, 8' No 4d Oak in each end d 1 114' steal Straps 0 48r a -c 51 8, No Rd oats in each end of I 114" steel straps !a 161 o -c. HEADER HATH TWO NO�DDOWNC�APAOTY(Ibs)-Pe Wails -To%$ 21143171;f SIMPSON CS20 STRAP ALL ROD HOLING, Is Ir Oc INTOM OW MISCH04110MLY FASIENED IlrO.Q W/ (7) 8d NAILS EACH *0 WXARA� ACR V=rIQ1==M=1AL END (1OOObM" (1) 2x 6 TOP PLATE SHEAR WALL-436p1f FASTEN SHEATHING To -(3)2d2 x 9-5 3113 Ml= HDR ow NNI-I-k ad COMMON NMS 9 #**x_ HEADER WITH 8d COMMON&— .- KXXXV0 OR GIN ALVANIZED BOX NABS SHEAR WALL 730pif FASTEN TOP PLATE TO ,T GRID PATTERN AS SHOWN HEADER HATH TWO AND 3'O.C.IN ALL FR�AMWNG M WMIND I** MY R*-UAK) ROWS OF 16dSINKER MEMBERS NAILS AT T D.. 3446 fll nSPLICESIN !29-. 0 MIN 3/r THICI(NESS WOOD -6 SHEATHING. SPLICES STRUCTURAL PANEL MUST OCCUR WITHIN 2W SHEATHING c:i Or -MID HEIGHT. W. I 60-AWAIRIM.4 1 0 APA Effl-I& FRAME WALL TT -100E UNITS 01 A. 2A, 3A, !JA-. & 5A 115 MPH (Vult) WIND ZONE SHEARWALL LEGEND ALL ROD HOLING, Is Ir Oc INTOM OW MISCH04110MLY FASIENED IlrO.Q WOM (W4M OUMMM NM Lit FIRE *0 WXARA� ACR V=rIQ1==M=1AL LAMAL LOAD RESISTANCE IOOKF SHEAR WALL-436p1f ow NNI-I-k ad COMMON NMS 9 #**x_ SHEAR WALL-590pif w" mm ad COMMON was * r&co KXXXV0 SHEAR WALL 730pif Mw NMS` ad COMMON "S * r*A- HOLD DOM L -611-110N LOAD M WMIND I** MY R*-UAK) �A il Lt� FiEw: %J" C-.-) -* 00 Cil to C-4 to Z U3 a z w 0- - E >- tono X.,t 31: ca 10 MO OC) < wz 4) z 0 X Z LLJ LLJ <wlc 0 Po M :Xwo WC> �4 C) 0 z M< < Z ix 0 w U- dak;lw Q> cz C14 ow co F- -j Lo LLJ0 C- in C-') IX (f) 00 0 (A) z z 0 C:) c) j LLJ 0 _jL--j C)E-" 0 > #...4 ,;7 LLJ LLJ F- 0 c) z n::) < .4 E W (f) itt-� ry on a- < 0 LA— < 1 3: (/) LLJ cn r- cL Ar < F- V) I JL..J 04 w ry > Lij U) n 0 -va -0 0 EL ;6 2 -6 to 46 4) to E c E a CD Uj 0DO 0 A E 0 C -q 0 E 0 (0 -6 5 0 0 c:i 7; CD 9 E CL ca `2 LL Z 11.4 0 Z E 0) E Ul C) CL - (0 0 too v- C1 --E < 0 5 LU DID 0 N R E at 1 -9 9 A 2 —0 U- CL . 15 :G. 3; , ? 0 ,L " cx Co - Cx 0 ct$ =--,X!3 � ui CL 06 E 03, 0— 9! 2 = cc - E Q) vis = � MR -0. E 0 0 U")) Cc'* tLi CLrn I -D J-- E 0 20 2 0 4 ;5 Lt� FiEw: %J" C-.-) -* 00 Cil to C-4 to Z U3 a z w 0- - E >- tono X.,t 31: ca 10 MO OC) < wz 4) z 0 X Z LLJ LLJ <wlc 0 Po M :Xwo WC> �4 C) 0 z M< < Z ix 0 w U- dak;lw Q> cz C14 ow co F- -j Lo LLJ0 C- in C-') IX (f) 00 0 (A) z z 0 C:) c) j LLJ 0 _jL--j C)E-" 0 > #...4 ,;7 LLJ LLJ F- 0 c) z n::) < .4 E W (f) itt-� ry on a- < 0 LA— < 1 3: (/) LLJ cn r- cL Ar < F- V) I JL..J 04 w ry > Lij U) n 0 16040-41 SECOND FLOOR SHEAR WALLS SHEAR WALL DESIGN. 2015 WFCM JENGWEERED METHW) Load Parallel Load PeqmxftuW SE 1600 4,7 4,7 41 Percent fun Height Shea ftrig 077 0-72 1.00 ILOCA'noN Main House 436 435 436 AdItissted Sheavoll Vitae For Perboten Waft 309 289 402 2j HOLDIDOilliff CAPACITY (Ibs) - Padwaiied Walls 2v4 Floor 20II 1957 10101, perimeter Stww and Upfill SovWeerf Holdflown!! LIF) DESIGN CRITERIA Peentmer Sheaf Na4MV on cor%Ws for i6d nails- Toefistled 81 a 14 No Ed nal., in 42ch and of 1 114* sleW straps 4117 ti -c, Wind Speed (Vult) i1slivo Exr--Category a� �.01 Expostfiel'atly ; Poof Ptch (on 12; 1kiriftw of Stories graced Wall HkjM (ft) 21 I" - Perforated Walls - Tatiff W)LOIDOWN CAPACITY# '3321 2455 l372 W3 Q CL --- CO SHEAR WALL SPECIFICATwONS lWalf Sl"% fqlll jPly I-side[Ply 2rstdei Y"O"WSP wiry 112'Gypsum jPer Table 3-1701 3 Min, Segment Ratio 00 1 i 151 Min. Segaterit Le h (hl 229€ 6' Edge Na" 4- Edge Na" 3' Edge Naatirg 1 4361 N/Al 590 10$0 730 136ti low! 1 73-01 196 SEGMENTED TYPE 1) SHEAR WALL DESIGN SEGMENTED !TYPE 1) SHEAR WALL DESIGN Load Paaffel to ridge Load Perpend solar to ridge 6!!LdM Elevetan From Rear- LeR Right Length ofWall - Lwall (4) 45 45 51-5 51.5 Effkarie Length of Full ttx Sheaftrig - Lin ift) 19'5 34-6 W, 51's Unit Lateral Load for Roof (bs) Wer Table 2.568A 130 130 $75 875 Unit Lateral LOW ftr ftwr (lbs) (Per Taft 2.503AI -- 138 136 — 20Z 202 Total Sheet Wag Load per Side (ft) 689$ 68M 60 65-531 Required Shea, Wall Strength (Wf) 353 199 176 M i P(owaisd 51few Wall Strength (ptf) 850 436 436 436 j Wall k" A4ustfrient (Por Footode 21 1-000 i.tk0 VOW Imp C,A !!R!4q2wtrs Capacity (Ibs) - SaginensedWalls 2fz Floor Hokkkw#rk Cai!y Ubs) - Segmented Walls 2nd Floor 3500 t5g3------- 1406 1010 Perimeter Stww and Uptift Between Hofd&fvvn fPlf) 3541 2CO 176 IR, Pertirtter Shear Natlav on comets far 16d nails- Toertailiv 61 to 10 141 No W nails in each end of I Ido" stent straps 0 41rox, 121 7 6, 4; tVo 8d rials in each end of 1 TW Steel straps @ 37 mc, 84 3i 31 Holddollin qLpacKy (!" - 4463-1 2449 IS 1372 PERFORATED (TYPE 11) SHEAR WALL DESIGN Load Parallel Load PeqmxftuW Maxtmwr Opounq Wiol (ft) 1600 4,7 4,7 41 Percent fun Height Shea ftrig 077 0-72 1.00 Pomaded Shea, wall Strength (plf) 436 435 436 AdItissted Sheavoll Vitae For Perboten Waft 309 289 402 2j HOLDIDOilliff CAPACITY (Ibs) - Padwaiied Walls 2v4 Floor 20II 1957 10101, perimeter Stww and Upfill SovWeerf Holdflown!! LIF) 2591 245 1 Peentmer Sheaf Na4MV on cor%Ws for i6d nails- Toefistled 81 a 14 No Ed nal., in 42ch and of 1 114* sleW straps 4117 ti -c, 91 8 4 No 8d naft in each end of I It4'steal straps lfi"o-c. 31 I" - Perforated Walls - Tatiff W)LOIDOWN CAPACITY# '3321 2455 l372 W� SWW4EARWALL 5WFCM@!!GIWEEREDMM!0JD Load Parallel SERIAL # 1600 3,7_ 0178 436 312 3079 385 S 13 5 5364. *7 l1 —120- 1 436 1 402 673 85 20 3 1 904, 47 0.72 436 288 13121 164' 11' 6z' 21 1658! PerrenIt Fyfl HggM She -" Pm"ded Shear!V� �SueVh �Offj LOCATION Win House "011. GMN CAPACITY "- Iseirkmalattl Waffif grid ;=Ifxxv Floor 2j ltiler $df*Osrieach andotIltVsteel snaps 44ro.c No 8d nods ail each end t lfr stew stems §116' ox. 114GLOOMW CAPACITY(lbell-Porkwaled Walls- Total MMM DESIGN CRITMA EOW W&S: Oil COMMON MALS. 0 rox- V Wind Speed (Vult) il EXOMWO C-alapry LOW 0�8) (on 12t lstpm aww 1 M) 4j 2i, W3 Q CL --- CO �8 ;-� 6P 0 ;5 - .9 -Z SHEAR WALL SPECIFICATIONS jWaft Strerg1h(pIt) jPly I-.jdojPty 2-sfdo 7'*'WSP with 117 GypsuvrfVet Tablit 3.170)1 Mtn, Segment Ratio (to It 3.S Min Segment Lemob (o) 2129 09 9 Edge Nall 4- Edge Naillincl X Edge Nailing .136 NIX 1 5901 low! 1 73-01 196 SEGMENTED TYPE 1) SHEAR WALL DESIGN Load Pwallet W> "dge 6 -ad Perpendicular i to "I i 8!t" EleAftv From Row Left R%K Lng of Wall - 1" (4) 30 30 51.5 513 i 05--tive LwVn of Full HegH Stiesthing - Off (R) 13 23-3 51-5, 3.9 Unit Lateral Land lot Root (Ibs) eat Table 2.-%") 133 133 87.5 $75 Und LaffeW Load lot Floor (Oss, [Per Table ZS3&Q 138 20,---02-- 1 CC) fist —Stm, Wall Load per Side (*1.-) 6065 G96543M z.2 a 4335 Required $hw Watf Strwoh,'plfi 53E 299 84 11T PKmded Sh" Wall St"h (pill 8% 436 436 436 Wag "-t A4itstment [Por Footnote 1.001 1000 1.000 I'mo 4 V3 CL !!R!4q2wtrs Capacity (Ibs) - SaginensedWalls 2fz Floor 35M 2392 673 940! Perimeter Shear and Upl#f SeUmen Holddown (pI0 536 299 85 1181 Power Shew N*mg on cerlies for 16d rals- To"tec 4 7 15 No 8d nabs tri each end of I Vr steel straps 48* mc, 17 10 -'56 i 4: No Bd nails in each end d 1 1/4' steal straps 32* o.c 12. 7 2 3i HoWdown Capaift (" - Segmented Wags -.Both Q i Pff*0RATEO (TYPE R) SHEAR WALL DESIGN Load Parallel Load Peap nutculai Maximum Operting tt!Eft jfl) 3,7_ 0178 436 312 3079 385 S 13 5 5364. *7 l1 —120- 1 436 1 402 673 85 20 3 1 904, 47 0.72 436 288 13121 164' 11' 6z' 21 1658! PerrenIt Fyfl HggM She -" Pm"ded Shear!V� �SueVh �Offj Adlusted Shafftvall Value for Perforated Wall-- "011. GMN CAPACITY "- Iseirkmalattl Waffif grid ;=Ifxxv Perimeter Shear and Upfil BeV~ Holddown (of) .Pefirmwshew!Ldining on centers for 16dnaits- Toovilec ltiler $df*Osrieach andotIltVsteel snaps 44ro.c No 8d nods ail each end t lfr stew stems §116' ox. 114GLOOMW CAPACITY(lbell-Porkwaled Walls- Total SIMPSON CS20 STRAP W1(7) Bd NAILS EACH END (100M MIN) FASTEN SHEATHING TO HEADER WITI-I rid COMMON OR GALVANIZED BOX NAILS IN T GRID PATTERN AS SHOWN AND ,T O.G.IN ALL FRAW4G (1) Z(6 TOP PLATE j(3) 200 x 10P-S'MCRO Hdh FAWN TOP PLATE TO HEADER WM TWO ROWS OF 16d SINKER NAILS AT XO.C. PS61611 Z--%OCKSP1JMS IN SHEATHING, SPLICES MUST OCCUR VMM 2e OF MID HEIGHT. UNITS #1B, 2-Q. 3B. 4B & 5B 115 MPH (Vult) WIND ZONE SHEARWALL LEGEND ML MAI "Mm Is Ir OC WMWOR OW MEWAHMMLY FASIENED IMQ MINIMUM (W&M 01NIRWISE MOM PER FM 11=1CM==WY=WMW=1 IAM& WM WWMM iOOKF SHEAR WALL-436plf EDGE WS: ad Comm" "Alls * COX - SHEAR WALL-590p1f EDGE W&S; ad COMMON IMS * ror- MMM SHEAR WALL-730pif EOW W&S: Oil COMMON MALS. 0 rox- V HUMOW—N L-0-C-AYN LOW 0�8) AND MUM UM0 W- BA--N-LAXI U) Lij V) LJJ 0 z 9 < LJ2" Z > >- O z <F -z w zw'; < <F50 Moo 3: w z co< < zw w 0— Lk- dacl!t� wals \X 0111111 • • A 60e HE— oa> 0 V t- AD < Eg E -1s a W3 Q CL --- CO �8 ;-� 6P 0 ;5 - .9 -Z 0 -- E E Z CC) 2, 78 z vV to 0 C]<WC5 0 co 0 U- Z E 0 C'0 I-11-0 0 C) �Rz- 'Cal 2 44 >7 I, 1 CC) .0 0 - -- R AW z.2 a — 0 < C<O uj On 04 0 C3 CL CL LD 4 V3 CL BI- n E Ui \ CL C e C3 th 0 U-) ;3 0 N M tu.3 to " N0 3 a (0 0 , , 'a, o W In CA 0 F d, 075= — Z xf IOQ < LJ2" Z > >- O z <F -z w zw'; < <F50 Moo 3: w z co< < zw w 0— Lk- dacl!t� wals \X 0111111 • • ii • THIRD FLOOR SHEAR WALLS SHEAR WALL DESIGN; 2015VVFCM (ENONVERED METHOD) AL n" 114"im Is Ir 00 SERIAL # ISM 41 16042 ==M*O= .=:=W=Y) IAM& WM faWMM IOMqF LOCATION Main House LOCATM Main House Floor. 31 3 SHEAR WAU-590p1f WX MM ad COMMICIN NMS * role_ IDESIGNOOTERIA DESIGNCRITENA , OW NMS Oil COMMIN NMS 0 rm�- wind Sreed (VtAt) mpf Roof pitch (on 12) of Stories Braced Iwall Hirght (it) 4 I 8 Exposure Catagory 11Number Exposura Factor 10 Expost" Category ExlwsvFactor 1.L E L- -- '2 M SHEAR WALL SPECIt3 CATIONS Wall Strength 04 MY I-side1ply 2.side 7116"WSP with VZ' Gypsum [Per Table -3.17M6" Min. Segment Ratio (to f) 3.5 Min, Seoment LePO" 0) 2-2191 7/16" WSP Wth 112' Gypsum (Per Table 11170116* Min Segmew, Ratio (to 1) 3.f Min Sq!neW L= (11) 12EI Nailing 14� Edge Nailing Egg NaIlLng 1 4361 NIA 5901 1080 I- - - - M- - - 136() 1360 -a -0 ca U 2 -& SEGMENTED (TYPE 1) SHEAR WALL DESIGN LoadParallel to ridge two Peride"Coctitar to rime Building Eleiation Front Rea, T— Left R crit Le„yth d Wall - Lwall (it) 1 45 45 43.5 435 EftictnieLength ofFull Wight Shwhing - Lith (4) 23;5 26.4 37.1 435 Unit Lateral Load for Roof (obs) (Per Table 3 SB&AJ 130 13D ST5 87 5 Lint Lateral Load for Ficor (lbs) (Pat Table 2.58&A) 138 138 202 2112 Total Shear Wall Uad per Side (Ibs) 2828 2828 1969 1313 Required Shear Wall Stength IM 120 107 53 46 Pro' ded Shear WWI Strength (pit) 4.36 436 436 435 Wall Height AdjUSIMent (Per Footnote 21 1�000 tow t -ow I-wo -1-.ODO I �';% UP -U HOIddlown Capadity Is 2ind Fkw 963 857 429 362 IPciimeter Shear wid Uplift Between Holdooiiin (pit) 121 108 54 46 Pedroter Shear Nailing on centers for i6d nuts- Toeriatied is is 30 40 No go nails in each endof 1118" steel stuips 48"o,c. 4 4 2f 22 TOPS -2 1 PEkFORATM (TYPE ii) SHEAR DESIGN Load Parallel Uiad Perpendicular PERFORATEXI OWE 11) SHEAR WALL. DESIGN Load lo"61 Ulawd P - I'lar Maximwn 2gnop Height (11) 4.7 T 4,7 4.7 4.7 Percent Full Height Sheathing 0-52 1 -67-59 0.85 1.00 pirkideo Shear wall Strength fplf) 436 1 436 436 435 Adjusted Shearvall Vales For Perbraiec waits 210 236 343 402 1 .1K "OLDDOWN CAPACITY Obs) - Itiefferatied Wallis 2nd Floor 1843 1460 498 3621 Petimeter Shear and UOA Betwew Haddoyin fW 231 1931 63 461 Petinite Shear Wing on centers for led rizils. Tbenaaed8 12 30 40 N - o Sri nalis in each end of 1 1/4" steel !R W ox. ! 6i 2 1 No ad naris in each end of I lt�r Steel straps @ 16* O -C. 31 21 1 11 Umm SHEAR WALL OESIGM 2015 WFCM "GINEERFM MIETIM) AL n" 114"im Is Ir 00 SERIAL # - 16042 ==M*O= .=:=W=Y) IAM& WM faWMM IOMqF LOCATM Main House UZZZZ2 Fbov 3 SHEAR WAU-590p1f WX MM ad COMMICIN NMS * role_ DESIGNCRITENA , OW NMS Oil COMMIN NMS 0 rm�- Wind Speed Oult) 11 MO lRod pitch (on 12) Numberof Sures Smild wait H"ht M 4 1, a Expost" Category ExlwsvFactor 1.L E L- -- '2 M E SHEAR WALL SPECIFICATIONS fWall Strengt JpIQ JPIY I-sidelPly 2 -side 7/16" WSP Wth 112' Gypsum (Per Table 11170116* Min Segmew, Ratio (to 1) 3.f Min Sq!neW L= (11) 12EI 0 Edge NaOiriq 4' Edge Nailing ;r Edge Netting 1 4361 FPA 1 590i low 1 7301 1360 -a -0 ca U 2 -& LL, co SEGMENT W OWE 1) SHEAR WALL VESICA LOW Pairalle) to nage Lard flerpeoftulat '.0 ridge FUAing —Elemtc. Front Raw to, Right Length of Wal - Lee (4) 30 3D 45.6 45,5, Effactive LLth of Fuji Haight Sheatfurig - Uh (11) 17,75 1775, 45.5 37.15 LIAR Lateral Load W Roof (lbs) 133 133 87-5 87.5 Unit Lateral Load for Flax (lbs) Fkar Table 2.5S&AI 138 138 202 202 Total Shw Wall Load per Side obs) 31)26 3026 1313 1313 Rectutred $hear Weal Sterigth JpW) 170 170 29 35 Protiolded Shear Wall Strength (PM 436 436 1 436 436 Wall Height AdjustmeW [Pro Footnoite Zj i3OOD I wo I Cat 1.0co -1-.ODO "okkilown ClipadV 04 -Se nted Walls grid Floor 1364 1364 231 283 Perimeter Shear Wd Wift Behivean Hdddo%vo (p#) 171 171 29 361 .pelintleir shear Wig on cetitem for 16d nails- Trolailed 11 11 0 40 No Od nails in each end of I 14" steel shape Q 49- O -C, 6 6 11 2 Ma 8d emits in Bach no of 1 14' steel ;traps g ur o -c 4 4 11 1 -2 PEkFORATM (TYPE ii) SHEAR DESIGN Load Parallel Uiad Perpendicular MaxeT–Rnn t!!l 1 4.7 V Percent Full Height Stix !"� 0,59 0.59 1.00 0.82 proodc-3 Shear Wait Ste"Oth (off) 436 436 436 436 Adlusled Sueanivan value For Partoralect waits 238 238 402 320 HOLCOWN CAPACITY (Iris) -Perforated Wallis 2od Floor 2305 2305 231 346 F --meter Shear and Uplift Elmveeo Haiddlowri (till) 289 289 29 44 Petimter Shear NalmIt on centers for 16d nits- Toena4ed 7 7 60 40 No 8d nails in each end of I IX Anal straps @ 48" ac, i6110 1 2 No 8d oWs in each end of 1 114" steel straps @ W o.c 41 41 1 1 115 MPH (Vult) WIND ZONE SHEARWALL LEGEND AL n" 114"im Is Ir 00 WHOM 00 MOC"AmMLY F#STDM vrom ww" (UN= cliflermw mm PM nm ==M*O= .=:=W=Y) IAM& WM faWMM IOMqF SHEAR WALL-436pff UZZZZ2 0" NMS ad comillm W&S 9 froe- SHEAR WAU-590p1f WX MM ad COMMICIN NMS * role_ SHEAR WALL-730pff , OW NMS Oil COMMIN NMS 0 rm�- HMNM— -LUUWN UM my mom Um L9 am -J 0 W 0- 0- (n 0 cn Y it 3: W Z I - cl E 11 C: C-> --t 00 CIO cn E oo C> 00 x U- C> C) C) 0 CY) C14 4a> co of M i - 4D Z Lo V= A O e o ;5 , < r= CL W 4) E .2 co E L- -- '2 M E W 0 E to 0 S a v --a - ,a W 0 N - - (0 -a -0 ca U 2 -& LL, co JS * C3 C:A < C5. Cc: - 9:1 ifl C3 - - CO, 16 0 E Lo E I-- J: Ce CD cr) dD E2 2 a LU 0 F� = >: C:) 1 (D i ;a- - -6 Ir a V- C11 M�' < cc 49 V I Li -J L m LL C14 O 06 0 0 co Q. r= E e t3 t7 a a E o.) a) 0 (.0 -2 E 032M 0 Ji z I - cl E 11 C: C-> --t 00 CIO cn E oo C> 00 x U- C> C) C) 0 CY) C14 4a> co of M i - 4D M. WALL 1 PLY(TYP)-\ 11 EXT. WALL 11 I mc 6-4 g I a m— PRE ENGINEERED "(2) LAYERS OF 5 TYPE CERTIFIED ROOF TRUSS DESIGN BY ppw THIS ATTIC SPACE-, AIR BAFFLE BY___N_.1 'MMH8 S, WMH 2x6 BLOCK BETWEEN EVERY OTHER TRUSS w/ (3) 16d FACE -NAILS AND 16d END -NAILS AT ACH END OF BLOCK t .01 !Vll 7 +2 10" r. o 0 0 0: Lai 2x6 PT SILL PLATE (S(JPPUED & INSTALLED BY B/P) ------- '--R-19 FIBERGLASS INSULATION TO COMPLY W/ENERGY CODE FOUNDATION WALL ---, (INSTALLED BY B/P W/VAPOR BARRIER TO WARM SIDE) FOUNDATION FOOTING--.,, (1)LAYER 5/8* TYPE 'X` GYM 2x6 EXTERIOR WALL R21 INSULATION EXTERIOR WALL DETAIL U356 CEMENT BY B/P YER 51W TYPE fPSUM SHEATHING PLY TYP INTERIOR WALL [21 2x4 SPF #3 TOP PLATES 2x4 SPF #3 016- O.C. STUDS 2x4 SPF #3 SOLE PLATE 1/2- GWEI BOTH SIDES SEPARATION WALL DETAIL WATERPROOFING &p B(TYP) 7 RA g 9 ND FLOOR I L PITCH ON SITE BY B 0 48 P.BEAM TO BE NOTCHED U) a g X6 SUB -FASCIA CRIGID INSULATION ON SITE BY B/P 0 -0 9 -? 240 PERIMETER - �/V a PLY (2)16d NAILS 0 16-O.C. 1401D INSULATION 0000 - ( TYP) (2 2x1O SPF#2 t� 1/2 * PLY*' 2 CONT RIDGE VENT 18 1n/LF -0 4„ 2x6 JtM gOD (3)16d NAILS 0 12-O.C. TYP ROOF c 0 :I I. 2x6 SPF #3 0 16- OC STUDS ire 2x6 SPF #2 SOLE PLATE R21 INSULATION WITH VAPOR BARRIER 30 YR SELF-SEALING FIBERGLASS SHINGLES BOLTS BY B/P INSULATIO14 -LALLY COLUMN 1/2' AGENCY RATED SHEATHING EXTERIOR SIDE OVER 15# ROOFING FELT U) 0 c" go 41`12- (25)16d NAILS OVER 5/1r AGENCY RATED SHEATHING uJ rb U376 -A FIRE PARTITION or-rurrm UNITS BITUTHANE APPLIED CONTINUOUSLY 2x6 BLOCKING 10 EAVES FOR ICE SHIELD PRE ENGINEERED "(2) LAYERS OF 5 TYPE CERTIFIED ROOF TRUSS DESIGN BY ppw THIS ATTIC SPACE-, AIR BAFFLE BY___N_.1 'MMH8 S, WMH 2x6 BLOCK BETWEEN EVERY OTHER TRUSS w/ (3) 16d FACE -NAILS AND 16d END -NAILS AT ACH END OF BLOCK t .01 !Vll 7 +2 10" r. o 0 0 0: Lai 2x6 PT SILL PLATE (S(JPPUED & INSTALLED BY B/P) ------- '--R-19 FIBERGLASS INSULATION TO COMPLY W/ENERGY CODE FOUNDATION WALL ---, (INSTALLED BY B/P W/VAPOR BARRIER TO WARM SIDE) FOUNDATION FOOTING--.,, (1)LAYER 5/8* TYPE 'X` GYM 2x6 EXTERIOR WALL R21 INSULATION EXTERIOR WALL DETAIL U356 CEMENT BY B/P YER 51W TYPE fPSUM SHEATHING PLY TYP INTERIOR WALL [21 2x4 SPF #3 TOP PLATES 2x4 SPF #3 016- O.C. STUDS 2x4 SPF #3 SOLE PLATE 1/2- GWEI BOTH SIDES Ile 10* A�f 16d COMMONS 3RD FL 1Z W ar. 4 ow u 0) t 0- N -8d M FL OLG COMMONS !D 5 WP3695 CRAWL TO HAVE INSULATED DUCTWORK FOR HVAC SYSTEM INSULATION SIZED PER IECC R403.3, NO MECHANICAL EQUIPMENT 2NAT SLAB --, TYP MARRIAGE WALL 2x4 (21 SPF #3 TOP PLATES 2x4 SPF #3 0 16- D.C. 112' AGENCY RATED SH7G. MATSIDE 5/8* TYPE V GWEI INTERIOR SIDE 2x4 SPF #3 SOLE PLATE [SEE U376 -C. NOTE -VAIN INSULATION]J '%—R-12 RIGID FOAM INSULATION Alb ROOF TRUSSES 5/8' GWB U326C 114WO U376!Q L-539 U376C (1) LAYERS 5/8r TYPE X GWEI 'tL4P 1711497 4ZP4:4P4_nr)K1 WAL NMI TQ EQUNDATION — BY Q GA ME NM WISIN I "um CA FILE In UM -A I I wow I 1W 35 %0 39 TYPICAL MARRIAGE woo swft orm 81111111111111116 111111111110 1111=1 TIRE 1. 2X4 or 2r ox. WALL DETAIL = WALL= = SAr 9" 4 It Wft TV* V. W. ar'g c"W d#w bbft we a" I"w sAr two x 98' wW q*ffod Pm" to sbxk or v"rUodY to ow 4ft of the assomft 1 -0 to slaWks; 4W bow% wm odwmbw I nds6 I 315r zrol= 71W or 112 hmft 7* *,m in out" w 6d oww* amW nab 1 7/8 K WM &OWS Ir dw dkL hooft fYd o6c� pw'v tor. Jokft of qnmm sheaft n;=%ftZ=:dwjw I to study * WV L oWW to Mar" b* orawd Vro� or 2rtr. doddlivtoboall-1, throuOmfioffib 2 JQ1NTSU;A2`NEAmM wl;Lwcom IMP Im" owl two k7" S. ;w IW top oW bottma plato * 7' am of plkawopwA& 6*dw*ft Onekyw5/8rtV&XgWmxn or water vemletwo JOINIS AND "MEADS: Paw 90 Pq- t" -d UD MY— 61 W COMPWASIL SWW*Adft X 10 or 4. SATIS AND KAWKM* Glow Ow km*Atm.4 3 1/r #dcI6 tnkL dwany TIMmm 4 3/4' bro sca voww boar q of :MP113m MR)* 2 wfth ed M uj' Ott= IN tho ow 46 SATIS NO SLANNIft- Row bv% §w* cqwad at 25 w ba ad auto coated no" c= of or Ili% AM-*- LU -140, a.e*o Sotod To* S" UP 3520 Maw MIX 1. (OPTIONAL) LOW! M;246ft?-2-" DESIGN NIX UNRESFRAINEI) ASSEMOLY RATING- GA FILE M U376 Config. 8 12r R I &AmmAAftL_ I %N 1. Nom /32 wmmm�wm� pf or strand bwd grads uaanoo FCOW 2. W HE 0 In sdm bwdft owe I"w type X gWojrn vieWboord cqqfopjmm cm dotrW, III, to 3. wooD JOISfS Rom "24,13% afwaed 2 oa may ox- with I T" W or S *yaW screw 24 " Foes Meyer S)V type RAFi(7tS Nom 2a6 6L. sped UK = or"," 4. ift solid blocift 7ftM am 12'x at mm" "m 1 7,� `T,. W =Zt ot right =t* 'r 4ft dMW .11 Iff T)" a *yod 1. WOOD SLUM sp000d Wox- or Zr o,& V: Ir om� plowd r bode on oftbw olds of *W oft J*ft ~ 2,r *an ban IW 2L WALISMITA OVUM SAr VA* 4 ft sift Too V, W. or V %VrAd dow harbarAWly w vw0adly to aw Ab of Ow with 117 iL qx"wd 7bL m "ft Wood Irmom P -do q*W at right angles to *died to sbub a ph*w w/ 8d I I I cooftd mb 1 7/& ft WIM AM$ IL dwk dkL **god 7 Im, & with SMATTS Inumm wft Sd n"s 27 NOL 7. 4w focal or -Raftwo = be 11 - uM plymoogk *dbs 10 S w 6& mL emb MaTir NAL IFAM Pand jftb mond vft papa to, m- Ims, wIsm of J" IM b c— ows= 894" GB Nm fie vat m V, I%% � 4. emns m oA*wm* so= ow a I V , 3 Iff WA16 m1kL dooft of OM of:. r = I am arrM- of tM cr #oft *k9oft-o"Ad to ', 0, oft a so Aw awAumm (OPIRWAL) W" x .1 WaTelf tdATTINQ WALL FIRE SEPARATION WALL DETAIL 1ST FLOOR k8 S! 7 RA g 9 F_ TYPICAL DECK DETAIL 0 48 2) MMH8 STRAP U) a g X6 SUB -FASCIA cO w 100 0 -0 9 -? ----ALUMINUM "—ALUMINUM FASCIA 13131313 a 130 13 SOFFIT 10.7 W/ft' VENT 0000 —PERIMETER BEAM u 0TYP (2 2x1O SPF#2 t� 1/2 * PLY*' EXTERIOR WALL -0 4„ -0 gOD [2] 2x6 SPF #3 TOP PLATES &WASHER 0 32" O.C. c 0 FLOORS. 48" CLG/ROOF I. 2x6 SPF #3 0 16- OC STUDS ire 2x6 SPF #2 SOLE PLATE R21 INSULATION WITH VAPOR BARRIER V) BOLTS BY B/P LIJ -LALLY COLUMN 1/2' AGENCY RATED SHEATHING EXTERIOR SIDE U) 0 c" go WEATHER - PROTECTIVE BARRIER uJ rb 0 FIBER CEMENT SIDING BY B/P CD z (SEE DETAIL) Ile 10* A�f 16d COMMONS 3RD FL 1Z W ar. 4 ow u 0) t 0- N -8d M FL OLG COMMONS !D 5 WP3695 CRAWL TO HAVE INSULATED DUCTWORK FOR HVAC SYSTEM INSULATION SIZED PER IECC R403.3, NO MECHANICAL EQUIPMENT 2NAT SLAB --, TYP MARRIAGE WALL 2x4 (21 SPF #3 TOP PLATES 2x4 SPF #3 0 16- D.C. 112' AGENCY RATED SH7G. MATSIDE 5/8* TYPE V GWEI INTERIOR SIDE 2x4 SPF #3 SOLE PLATE [SEE U376 -C. NOTE -VAIN INSULATION]J '%—R-12 RIGID FOAM INSULATION Alb ROOF TRUSSES 5/8' GWB U326C 114WO U376!Q L-539 U376C (1) LAYERS 5/8r TYPE X GWEI 'tL4P 1711497 4ZP4:4P4_nr)K1 WAL NMI TQ EQUNDATION — BY Q GA ME NM WISIN I "um CA FILE In UM -A I I wow I 1W 35 %0 39 TYPICAL MARRIAGE woo swft orm 81111111111111116 111111111110 1111=1 TIRE 1. 2X4 or 2r ox. WALL DETAIL = WALL= = SAr 9" 4 It Wft TV* V. W. ar'g c"W d#w bbft we a" I"w sAr two x 98' wW q*ffod Pm" to sbxk or v"rUodY to ow 4ft of the assomft 1 -0 to slaWks; 4W bow% wm odwmbw I nds6 I 315r zrol= 71W or 112 hmft 7* *,m in out" w 6d oww* amW nab 1 7/8 K WM &OWS Ir dw dkL hooft fYd o6c� pw'v tor. Jokft of qnmm sheaft n;=%ftZ=:dwjw I to study * WV L oWW to Mar" b* orawd Vro� or 2rtr. doddlivtoboall-1, throuOmfioffib 2 JQ1NTSU;A2`NEAmM wl;Lwcom IMP Im" owl two k7" S. ;w IW top oW bottma plato * 7' am of plkawopwA& 6*dw*ft Onekyw5/8rtV&XgWmxn or water vemletwo JOINIS AND "MEADS: Paw 90 Pq- t" -d UD MY— 61 W COMPWASIL SWW*Adft X 10 or 4. SATIS AND KAWKM* Glow Ow km*Atm.4 3 1/r #dcI6 tnkL dwany TIMmm 4 3/4' bro sca voww boar q of :MP113m MR)* 2 wfth ed M uj' Ott= IN tho ow 46 SATIS NO SLANNIft- Row bv% §w* cqwad at 25 w ba ad auto coated no" c= of or Ili% AM-*- LU -140, a.e*o Sotod To* S" UP 3520 Maw MIX 1. (OPTIONAL) LOW! M;246ft?-2-" DESIGN NIX UNRESFRAINEI) ASSEMOLY RATING- GA FILE M U376 Config. 8 12r R I &AmmAAftL_ I %N 1. Nom /32 wmmm�wm� pf or strand bwd grads uaanoo FCOW 2. W HE 0 In sdm bwdft owe I"w type X gWojrn vieWboord cqqfopjmm cm dotrW, III, to 3. wooD JOISfS Rom "24,13% afwaed 2 oa may ox- with I T" W or S *yaW screw 24 " Foes Meyer S)V type RAFi(7tS Nom 2a6 6L. sped UK = or"," 4. ift solid blocift 7ftM am 12'x at mm" "m 1 7,� `T,. W =Zt ot right =t* 'r 4ft dMW .11 Iff T)" a *yod 1. 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STEEL PLATE & LAG V) BOLTS BY B/P LIJ -LALLY COLUMN Lli U) _j 0 a: 0- a �iiiiiiiii C-) rnCO = 'z (o z in cn z (v w a -E>2ntoo 0 wo lnw mo < 0 z Ld <1--z Z LAJ 7S 0,, x. < E) c LL_ y o-Jm z m< IL_ OD4=AX 4a> 0 C/3 141 C14 00 U-) cr- W v— V) 0,00 z0ci> ce 0 ( Z (o _j I _J _J -J > LIj Ii -1 F- in AFA 00Z Of < L'J 0 1 CLC) NA 3: V) cn r- cL wftwmft AV. '? � :4 7 RA g 9 oCL a g cO w 100 0 -0 9 -? E 0 a P. 1 z15 < -ul c 0 I uj4D wo 18811 o 8 _. Ucof Q ,., E cx co w *E - Z 8 1 � 0 c" (o o uJ rb 0 CD z C, Z -0 < <oa25 o< Do w on -j ID Ck LL. < oo CL :&-top 50 2 wlm:g cj m CL w to 0 CL E Z �!! e �7_'= P S a_ a C3 Am Lp CL - a - CL E to (ocL.2 c� Iii cLw 9! m p E. 0 z o a �iiiiiiiii C-) rnCO = 'z (o z in cn z (v w a -E>2ntoo 0 wo lnw mo < 0 z Ld <1--z Z LAJ 7S 0,, x. < E) c LL_ y o-Jm z m< IL_ OD4=AX 4a> 0 C/3 141 C14 00 U-) cr- W v— V) 0,00 z0ci> ce 0 ( Z (o _j I _J _J -J > LIj Ii -1 F- in AFA 00Z Of < L'J 0 1 CLC) NA 3: V) cn r- cL wftwmft AV. C-) rnCO = 'z (o z in cn z (v w a -E>2ntoo 0 wo lnw mo < 0 z Ld <1--z Z LAJ 7S 0,, x. < E) c LL_ y o-Jm z m< IL_ OD4=AX 4a> 0 C/3 141 C14 00 U-) cr- W v— V) 0,00 z0ci> ce 0 ( Z (o _j I _J _J -J > LIj Ii -1 F- in AFA 00Z Of < L'J 0 1 CLC) NA 3: V) cn r- cL wftwmft AV. I as A. a at 6 31 DSTANDARD TRUSS (INSERT TYPE) ROOF RIDGE CONNECTION FASTEN TOP EDGE OF SHEATHING WCiHS ROOF TRUSS p CHORD OF j%V1u 0 e oc PLATES wro TOP SNIDSON TIE 3p SECOND FLOOR TO FIRST FLOOR CONNECTIONS @ EXTERIOR WALL :z,atI 5111777mg : t "f i all 2., 2 31.1,Zo 11111.411 IF:, Ila o1341 1 a: o' qpp A, 1 ff#7 6-1 11 "7 4111�1k#.'K*'-:',Iu' =411�l FOUNDATION ANCHOR BOLTS SHAUL BE EMBEDDED A MINIMUM OF 7* IN A POURED CONCROE FOUNDATION AND 15' IN A MASONRY BLOCK IOUND01MION. LOCATED WIIIHIN 6- TO 12- OF EACH END OF THE SILL KATE AND SPACED AS FOLLOWS - 1 SIM 112` ANCIM BOLT 5/8" ANOM BOLT4r OC 72, oc 2 SIONY 23' OC 3r OC 3 StM Is, OC 23' 00 m ROW PW INSERT FRAME — ROOF Pw FRAME�l 7 x 20 GA STEEL. UPLIFT SWAPS IIZALLZ OVER R( SHEAMNiG AND FASTENED PER TARE INTO ROOF ROOF TRUSS IM CHORD PEAK FRAME AM ROW TRUSS TOP CHORD COLLAR TE FASfENETI MATH (5) 10d NAILS PER 80 INTO H FLIP TYPE ROOF RIDGE CONNECTION U* -S!! 2-p 2!T06 STORAGE OR OWE TRUSS TOP CHORD SrANDARD R" TRUSS KNEE WALL TRUSS HIM PLATE Xf x 20 STEEL. UPLIFT STRAPS F=� PER T INTO ROOF TRUSS Sonom CHM Jm &If,: 2D&SrEEL. UPM SWAPS FASTENED PER ' 4 EMT. KNEE WALL. WALL SIw TA M TRUSS KNEE NMI. ARM ROOF IS "le x 2D GAL . . . . . . . SM AS SITE WOW Sun W'FT ROOF TRUSS BOTTOM CHOROI PER TAM INTO, 00r MLNL 1 1/4 AM ROOF TRUSS BOTTOM CHORD 11,C x 2D iIA*srm UPLIFT 6ii� FA��EPDER T 4 TAB4LE ONOTO MATING WALL SFUD ROOF TRUSS BOTTOM CHORD E STORAGE OR CAPE ROOF CONNECTIONS @ KNEE WALL, COLLAR TIE AND ROOF RIDGE e ITY] SET L7—om—ur"j Bt&Dw PURCHASM RESPONSIBILITY NOTE BOX LEGEND OULINES OEMOW RESPONSIRM FLOOR TO FOUNDATION CONNECTION@ EXTERIOR WALL BE RESPONSIBLE FOR ENONEERII4 AM COW CONFORMANCE OF 7HE FOUNDAtION AM S&L SUMCIOMY DEM*D NO h, at TO WMWAND THE GRAVIIY LAXERAI. WM AM UPLIFT FORCES THAT WILL. BE TRANSIUM THROUGH THE BUILDM Wo TW MomoM (INCWDM SNEAR%Ipa HOLDOo" wmaw momwo 70E NAN. ROOF TRUSS 807701M CHORD TO MATING WALL IM PLATE WITH (2) 18d NAILS 0 12" DID FACE NAIL WALL SHEATHM TO WALL STUDS AND TOP PLATES MAIM WALL STUD F", STORAGE OR CAPE ROOF TRUSS TO MATING WALL CONNECTION TOE NAIL ROOF n FCHOftD TO MATING WALL TOP 0 TE WFIH 12 . OC PLATE WIN (2) 16d WAS 9 2* OC FACE wx WALT SHF mw To WALL L STUDS AND TOP PLATES MATING WALL STUD G STANDARD ROOF TRUSS TO MATING WALL CONNECTION w'1 - ---------- ------- i I 0� mZA:14 j tit .,a. 3. FLOOR FRAMING SHALL HAVE SOLID BLWONG ALIGNED WITH THE FLOOR SHEATHING IN THE FIRST TWO FRAMING BAYS 4 ROOF FRAMING SHALL HAVE SOLID BLOCKING ALIGNED WITH THE ROOF SHEATHING IN THE 4! PERIMETER EDGE ZONE ALONG THE GABLE ENDS OF THE HOUSE STEEL UPLIFT STRAP REQUIREMENTS NJ BER OF W COMMON MAILS IN EAC" END OF • I IW x V GA STL TRAP"G "IT1 Te MiAL'l FRAMING ROOF Zd FL % FL WALL OF SPACING SPA" ROOF PEAK ROOF TO WALL TO 151 Ft WALL TWO STORY (IN) TFT) OR I STORY to ROUSE TO FOUNDATION FOUNDATION • 24 1`2 28 a 3 2 2 32 3 3 3 —2 24 3 3 3 2 Is 28 3 4 3 3 32 4 8 3 3 24 28 6 6 NOTES; 4)TWS SCHEDULE REFERENCES SPECIFICATIONS FROM THE WFCM TABLE 3.36 2) j1j,TOE MAILED 116d COMMON NAIL CAN REPLACE 41f Ed COMMON NAIL (IN ACCORDANCE WITH WFCNI TABLE 41) 1 ha MI Mm. 4. 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DECK BY MAH DECK BY WMH CK BY WMH " n- � a�Q =� RAIL BY B RAIL BY B/P RAIL BY B/P RAIL BY B/P RAIL BY B/P o w In I m1f, _ t io o ao 00 qI Z =} a Qz �3 a t {� a ado a - LA_ 3�a ® c7 Q z m °° z' �r 1 f2'Y zw (f) t+4- U „`. f c -- T°FLA Q cn M � Lo1 � cv Oa 10040--000 1 041--6908 16042-6910 � —�ry� �� .�, z w� c »a a0z� > SUPPLIES (10 2 el LL M (— (212 FLli 0 - ROM *D IST FAL I LAY WC WASHER TO 3RD FL SINK DW F-- = -j Emco, f �} w 1- 3-0 1 12"D z DW 2"D SM HWH i 1/2" j Y Y Y Z CW'} c) 7 - Fr �.. ✓ rn'I i I I D Fr(�(n W 1 I 1 I I � n Q tJ'? HWH PAN ?; 1--- - -_ __Ls iT _a L_ _� i_-- _ t Q 3"DD TO 2"D °a 3 4"TYP Q M r` - CL 3"b TO IST FL a Z 1ST FL <Q tS7 0 1ST TTO, co l �i � '04� w I WI w � > cn 1 181 E F 75'-2 1/:r c E F 16040-6905 16041-6908 R "Orl 16 042- 69,10 M MAIN VENT z 0 E m km p a i U) F- Lij n S W Z Z a W a_ m,* tai coo < z z 0 <1.- w Z a Z LW LJ Ziono :w. c"'0, , LA- dao4z-� tv V Q i=ii a ,u IS • 0 Co 4D o r= CO 121 z to cz cx W co --i -aCl 0 0 CL Z z 0 U5 E CL ages 2 R, d 0) to —I t W-0 0 "s co X:9 cai—-z' a Qct p is M E 0 03 0 2 .50 z .0 P 15:R A Z a W a_ m,* tai coo < z z 0 <1.- w Z a Z LW LJ Ziono :w. c"'0, , LA- dao4z-� • • Z a W a_ m,* tai coo < z z 0 <1.- w Z a Z LW LJ Ziono :w. c"'0, , LA- dao4z-� • A LEGEND MIX m 0: ilov oupm ftecollm '"ov oupm Recow-AIL - SKU im 2MV IMCUMM to W" uaff CMM UW SWAM MI 0 mmm" Um AT CUM SNI SME P= qww um MAY *lw SOTM FOX WAY FAMAim Mmm IN WmCftm FiXIURE & HEAT COU M4 UW 0 wm& mm -m cmearnm ACA)C SIM MWOM cm OML wm am wnm las"aw emu CWX OUWL 9311 VWAQM SrsMM QMU -0 CER M: FAM & UM El CSIM FAN a mw umm 0. 5 7V-21/2" A A MAXIMUM ALLOWABLE DRYER EXHAUST LENGTH IS 35-1r. 3A, AU%LENGTHS -0.) UNI a&o" HOR11ft ONE TO RUN ACTUAL DRYER VENT EXHAUST LENGTH IS 33'-0*, THUS 01( R %FNT Ice 16040-6 A A BEDR00W 9 L9 X FF z ,4MF400111 UNITS #1A, #2A, #3A, #4A & #5A 200 AMP CIRCUIT DIRECTORY NQ_ I a 7 SM Im RE R IT IT ]8 VARE AMP I NO. 1 8-4 ANGE KIT COUNT.DINING(An IF -2 20 2 3 ujo rEFRIGERATOR(AFI) KIT COUNTDINING(An 12-2 20 4 5 20 12-2 GL -LIVING ROOM AFI 14-2 15 6 IF JI �ftd 9 i7l l+-2 L -KITCHEN GL-BATH,HA!gAn 14-2 ■ 8 9 .15 IWO. "'1 - R SD/CO(AFI) MICROWAVE AFI 12-2 20 h OR 11 120 12-2 WASHER (An) DRYER 10-4 * 12 'A. 20 12-2 ISHWASHER(An) ' J 9 < o c' 14 NNO LEGEND MIX m 0: ilov oupm ftecollm '"ov oupm Recow-AIL - SKU im 2MV IMCUMM to W" uaff CMM UW SWAM MI 0 mmm" Um AT CUM SNI SME P= qww um MAY *lw SOTM FOX WAY FAMAim Mmm IN WmCftm FiXIURE & HEAT COU M4 UW 0 wm& mm -m cmearnm ACA)C SIM MWOM cm OML wm am wnm las"aw emu CWX OUWL 9311 VWAQM SrsMM QMU -0 CER M: FAM & UM El CSIM FAN a mw umm 0. 5 7V-21/2" A A MAXIMUM ALLOWABLE DRYER EXHAUST LENGTH IS 35-1r. 3A, AU%LENGTHS -0.) UNI a&o" HOR11ft ONE TO RUN ACTUAL DRYER VENT EXHAUST LENGTH IS 33'-0*, THUS 01( R %FNT Ice 16040-6 A A BEDR00W 9 L9 X FF z ,4MF400111 UNITS #1A, #2A, #3A, #4A & #5A 200 AMP CIRCUIT DIRECTORY NQ_ AkLP RE R IT IT ]8 VARE AMP I NO. 1 8-4 ANGE KIT COUNT.DINING(An IF -2 20 2 3 ujo rEFRIGERATOR(AFI) KIT COUNTDINING(An 12-2 20 4 5 20 12-2 GL -LIVING ROOM AFI 14-2 15 6 7 15 l+-2 L -KITCHEN GL-BATH,HA!gAn 14-2 15 8 9 .15 14-2 "'1 - R SD/CO(AFI) MICROWAVE AFI 12-2 20 10 11 120 12-2 WASHER (An) DRYER 10-4 * 12 13 20 12-2 ISHWASHER(An) ' J 9 < o c' 14 - 12-2 ATH GFI'gAFI) HOT WATER HEATER(AFI 12-2 20 1 16 R 0 12-2 RNA"E An) CL 18 V15 c C3 -25 20 CQ Ul 0 La 00 0 uj -co 10 0 _w w 'j-9 10- // D/ R I"' go 01 PEDROOM 13 9 F x I., '02 AL lilmaiml, La I I I MA Am - "Ll -11 K 1 lkll-r/11 d A I 14'-11 1/2- L 10'-9 1/4!- L 8--8 1/,C L 16041-6908 10042 6 t9 10 /Er TWE -C GKI NOTE: 5FASTENEI) TO 1 X4 PER LOCATION OF PANEL BOX, AN ON-SITE DISCONNECT WILL BE REQUIRED & TO BE INSPECTED CQ 1 1.4 PLAIE AND APPROVED BY LOCAL BUILDING INSPECTOR. i 5/0- TYPE -C G" 0=HORN/STRO13E 14-2 ROMEX WIRE 0 80"AFF DROP TO CRAWLSPACE —BATH FAN/UGHT 2A MUNG JOIST 2014 N.E.C. SECTION 0 BATH FAN ZLIGHT ALL OUTLETS TO BE TAMPER RESISTANT IN IST FLOOR UNITS ONLY ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] ALL EXT, GFI RECEPTACLES TO BE UV RATED ALL 1ST FLOOR LIGHTING TEN -MATS INSTALLED ON CONTROLS, ELECTRICAL SWITCHES ALL RECESSED LIGHTS AND ENVIRONMENTAL CONTROLS ARE BETWEEN 15"-48" A.F.F. U) _j U-1 0 U) W ry F_ (n LIJ bi m 41 z z z LL. ]8 r�- 2 ujo O Z^ coo E o E CD -0 z (o a w co :5 :1 Rig a AL 6 E -6 .0 8:1 E - 0 C= w E 0- zg 8 2 a ¢A= cr, ' g V.- ' J 9 < o c' C) C3 L'j_ ilk 0 `9 -s" O CL z R 0 CL E c C3 -25 0 1) CQ Ul 0 La 00 0 uj -co 10 0 0 z1]0:;z WI 14'-11 1/2- L 10'-9 1/4!- L 8--8 1/,C L 16041-6908 10042 6 t9 10 /Er TWE -C GKI NOTE: 5FASTENEI) TO 1 X4 PER LOCATION OF PANEL BOX, AN ON-SITE DISCONNECT WILL BE REQUIRED & TO BE INSPECTED CQ 1 1.4 PLAIE AND APPROVED BY LOCAL BUILDING INSPECTOR. i 5/0- TYPE -C G" 0=HORN/STRO13E 14-2 ROMEX WIRE 0 80"AFF DROP TO CRAWLSPACE —BATH FAN/UGHT 2A MUNG JOIST 2014 N.E.C. SECTION 0 BATH FAN ZLIGHT ALL OUTLETS TO BE TAMPER RESISTANT IN IST FLOOR UNITS ONLY ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] ALL EXT, GFI RECEPTACLES TO BE UV RATED ALL 1ST FLOOR LIGHTING TEN -MATS INSTALLED ON CONTROLS, ELECTRICAL SWITCHES ALL RECESSED LIGHTS AND ENVIRONMENTAL CONTROLS ARE BETWEEN 15"-48" A.F.F. U) _j U-1 0 U) W ry F_ (n LIJ bi m 41 z z z LL. z as z Ld CL LJz LLJ Z W < gFr- I U) < 0-i 'm (-) r - _j Lr) 0 Z 0 0 Z LLj 0 -J I -J LTJ Ld C) I < Ix U) LJ 0 m I*,- n a W 111110", ]8 ujo O Z^ coo E o E CD -0 z (o a w co :5 :1 Rig a oz if 6 E -6 .0 8:1 E 0 C= w E 0- zg 8 2 a ¢A= cr, ' g V.- ' J 9 < o c' C) C3 L'j_ 04go 0 `9 -s" O CL z R 0 CL E c C3 -25 0 1) CQ Ul 0 La 00 0 uj -co 10 0 0 z1]0:;z WI z as z Ld CL LJz LLJ Z W < gFr- I U) < 0-i 'm (-) r - _j Lr) 0 Z 0 0 Z LLj 0 -J I -J LTJ Ld C) I < Ix U) LJ 0 m I*,- n a W 111110", c D 7W-2 1/2" B c 11 LEGEND II PRAM am ®c ftaV Owum RECEPTICM. 1taV dAP6F.7( kECEm"It. — ww W40 nw RECEPmm tip_ ewe. um Y cmMILOWSWAMIMM O McUM UGIT AT CMW vs. SiMw $ME POLE 4P MW UNIX MAY Mc+ SMTt7t, F" MAY F� FANAwt Mum ® RMi6EMW I FM AXW do MEAT COUM IMT O WSM41. P M'OM OWNIEC710q ® Am" M AC/DC SMIX aE MI M �BaL MW am eufraM 4lunww am" (39 Tara M am amu 0 7tlf WffAT []!,I YAWW S)SUM WW cotm FAM * uw CEum FM a RM Mom UNITS #18, #28, 313, 413 & #513 CIRCUIT DIRECTORY O- AMP NA E CIRCUIT PIRCUIT WIRE AMP N - 18-4 a ANGE �—_ �■.w■i 20 2 3 dna ~ .,;1r;.;.■i�(i�■�� 12-2 _ _ 4 r.�r� 20 12-2 EFRIGERATOR AFI GL -KITCHEN AFI 14-2 III 1�1 f#... I ��`�� '� MimiP FRI !! �, i#} ,:��- �! '. �' � 1#1 ��r_.....__ -1/2 BATH,L AFI GL-UMNG ROOM(An 14.2 15 18 g�LLJ 9 '�' 14-2 -BDRM 2 AFI GL-BATH,HALL AFI 14-2 15 10 11 15 14-2 Aft MICROWAVE AFI 12-2 20 12 13 15 14-2 WASHER AFI DRYER 10-4 3 14 15 20 t- O < o 0 Q a m -aft 16 17 20 12-2 ATH GFI'S AFI HOT WATER HEATER AFF 12-2 20 18 19 20 12-2 RNACE AFI 'l t §2 ui 20 9 LI_lCo.tr7 0 Q 40 i l') me?c i Q (�} chis y a n 1 xa M G t i � tw pin V) w G 0 O ':3 9 z.�r o¢ 41 -41 tea lI� ,� �'� , . �...�� .' ,.� srct.., ,mss' � . � �'�� o■` c._ --a' � �� • �� s �! U � � � �-i..u.."�""■.w�. �` r • i� 3i � „ � a. ,. a �. ■ � .. �. �. ■ � • f' �t ,'r�• Sam-- 990M pgr � �wf • ■ • it ®� �� II} 1#I �� i#� Y '�� _' �� - .� —�f �- 6.1 UNIT #213 c{� "Ila 4i t _ b,. At,. x _ 11... = . . = A6A ■ NW� t WPM t M,. Al a b b b b 11 LEGEND II PRAM am ®c ftaV Owum RECEPTICM. 1taV dAP6F.7( kECEm"It. — ww W40 nw RECEPmm tip_ ewe. um Y cmMILOWSWAMIMM O McUM UGIT AT CMW vs. SiMw $ME POLE 4P MW UNIX MAY Mc+ SMTt7t, F" MAY F� FANAwt Mum ® RMi6EMW I FM AXW do MEAT COUM IMT O WSM41. P M'OM OWNIEC710q ® Am" M AC/DC SMIX aE MI M �BaL MW am eufraM 4lunww am" (39 Tara M am amu 0 7tlf WffAT []!,I YAWW S)SUM WW cotm FAM * uw CEum FM a RM Mom UNITS #18, #28, 313, 413 & #513 CIRCUIT DIRECTORY O- AMP NA E CIRCUIT PIRCUIT WIRE AMP N - 18-4 a ANGE KIT COUNT An 12-2 20 2 3 dna ~ KIT COUNT.KIT AFI 12-2 20 4 5 20 12-2 EFRIGERATOR AFI GL -KITCHEN AFI 14-2 15 6 7 15 14-2 GL -1/2 BATH,L AFI GL-UMNG ROOM(An 14.2 15 18 g�LLJ 9 115 14-2 -BDRM 2 AFI GL-BATH,HALL AFI 14-2 15 10 11 15 14-2 -MSTR,SD C An MICROWAVE AFI 12-2 20 12 13 15 14-2 WASHER AFI DRYER 10-4 3 14 15 20 12-2 ISHWASHER AFF t- O < o 0 Q a m 16 17 20 12-2 ATH GFI'S AFI HOT WATER HEATER AFF 12-2 20 18 19 20 12-2 RNACE AFI 'l t §2 ui 20 9 LI_lCo.tr7 0 t '\ 40 16041-6908 • s * ALL OUTLETS TO BE TAMPER RESISTANT * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] a * ALL EXT. GFI RECEPTACLES TO BE UV RATED * 5/8' -C GWEI FASTENED M 1x4 Qf- •� 1x4 PLATE [ffl=HORN/STROBE 14-2 ROMEX WIRE 0 80"AFF DROP TO CRAWLSPACE 5/e" TYPE -C cws —BATH FAN/UGHT 12x6 CEIUNG JOIST SECTION @ BATH FAN /LIGHT TEN—MATS INSTALLED ON IN 2ND FLOOR UNITS ONLY ALL RECESSED LIGHT'S ri v "a•00 � rn C9 m - 40 z z lli U o.fa� o a a � co 3 u 4D it Z m C Ma 00 dna ~ _ t,ta p\ ¢ gg cn a O. a i .�C © C) 0 06 04 co o U/) p t W 2 Lu ©c H �--Q7 W "� g�LLJ O Q 'C ria®g -2 am m `V - �r ■V■�■ o©z 75; a $ C!f O d- O LL Q� o _.._� LL� :2 ff Gt Lu di I o o m o C w V) w�■r■K z ` co 0 -2'9 4 m ¢ -- w t- O < o 0 Q a m i no CyU.<a. 04 m c�i U) ;; z Q o t ds IV -oft 'l t §2 ui LI_lCo.tr7 0 t '\ -me= l') me?c Q (�} chis y a n 1 xa M �r _O � tw pin V) w G 0 O ':3 9 z.�r o¢ ri v "a•00 � rn C9 ' - 40 z z tn I IJi 'p W * OD Lf) � co 3 u 4D it Z Ma 00 dna ~ Ma LL. 3 C� ¢ gg cn a F■.■y .�C © C) O U/) u- ODF-4r L__ - W Lu 0 �--Q7 W ;t - o g�LLJ H 00 -to 0100 m \.t ` `V - �r ■V■�■ o©z 75; � C!f O d- O :2 J (iI 0— c)> _.._� LL� Gt f "■`moi `�`° �• .-- O �', V w V) w�■r■K Q W U) t IV -oft < LI_lCo.tr7 0 t O _O V) w tea v "a•00 � rn C9 ' - 40 z z tn I IJi 'p W * OD Lf) � co 3 u 4D it Z Ma 00 dna ~ Ma LL. 3 C� ¢ gg cn a F■.■y .�C © C) O U/) u- ODF-4r L__ - W ty �--Q7 W ;t - o g�LLJ H 00 -to 0100 m \.t ` o©z 75; °� Lli :2 J (iI 0— c)> _.._� LL� F- WF - 0 Q Z f "■`moi `�`° �• w V) w�■r■K Q W U) t < LI_lCo.tr7 0 t 75'-2 1/2* c F mis$ Im 16041-6909 NOTE: ALL 3RD FLOOR BATH FANS TO VENT THROUGH ROOF 16042-6910 rH] =HORN/STROBE 14-2 ROMEX WIRE 0 80"AFF DROP TO CRAV&SPACE 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 * 0 0 cn 0 0 119 z z 0 z LL - Z in z w Q. wlt wo mm :2c) .:D— w z >- <!7z 0 v— U) Z 0 ouz -iw_j -j o=> -J uJ C)uJ a- liW0 m r- a_ 73. [a N, C.> "It co cn Q> C4 E >2 o"o) 3 00 C4 cn:m 00 c600-1� to 000 cn W S, Q> 0 Oit 0, co Ci z 8 100) zco Luo 9 M = iW35 < O Q u- 0 CL CL z 4c 0 0 tOmoLl ul 9x CL E 5 ca 0) Lo '6 .59"s 4= , Jwl Cti 0 li f�u j e g m 0 A? 0 - RoaC Z sa Z in z w Q. wlt wo mm :2c) .:D— w z >- <!7z 0 v— U) Z 0 ouz -iw_j -j o=> -J uJ C)uJ a- liW0 m r- a_ 73. 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O cf. OW z F - * 54" minrf loser is Lavatoryi f° I ! 1 ComplyingwM 1 , . _._ �� 1 i tC ,,IIyy Section 4" MIN, ying 1004.ti 3.t.t iavatoryCamvtt i _ i r - z .� U 00 b cc co LO COMIN z Latch Approach, Pull Side w Cn Q> M 48" MIN a. E >-- 00 MINS— Cr 3 48"MIN Transfer Type Shower Fo and Approach Bathtub - Ln W,0 M __ Parallel Approach Bathtub in Type B Units z" ' °° pp Compartment in Type B Units In Type B Units 48"MIN are provided �d i z z X Option A Bathrooms ** 4s" min if both cl 12" IN * 22" MIN o w r.,,, - p Forward roach = �, z w 0 Option A Bathrooms Option A Bathroomsp Y MILL - and latch are provided Fig. 1634.11.3.1.3.1 Fi : 604.11.3.1.3.3 Fi 1604,11 3.1 3.2 __ _F7 M` o � J � Fig: g! Water Closets in y o¢m o tP MIN 30" MIN Type B Units w az' 5-- 0 rn Hinge Approach, N Push Side rn �OFtion A Bathrooms ; " Rackzwl 00 g:1004.11.3.1.2 _ n w to C..> cn m •.... cr- o Q0Zjo a> i i 4"MIN = _j W Work Surface in Kitchen Kitchen Sink -�-�- 0 > C� for Type A Units for Type A UnitsCD ' z ,,, AzmVA Hin e A roach, * 4$" min if closerrs BATH NOTES: Figure 1003.12.3 Figure 1603.12.4 � Pusgi, s� �' provided � Q= � � %� - ci <r-- 48' MIN _ �: U? W 1. SOLID BLOCKING TO BE INSTALLED BEHIND ALL GRAB BAR MOUNTING BRACKETS 2. FIXTURE SPECS: LAV MODEL# LUCERN WALL HUNG 0355.012.020 LAV FAUCET MODEL# MOENBathroom Clearance Lavatory type B Units in r- tom. �`'" MONTICEL..I,.O 4550 We MODEL# CADET 1117 112" 2216.170.020 � in J p Maneuvering Clearance at Manual o (.0o 3. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES OR SINKS SHALL BE INSULATED OR OTHERWISE in Type B Units Fig: 1004.11.3.1.1 g t CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL. BE NO SHARP OR ABRASIVE SURFACESth ,— UNDER LAVATORIES OR SINKS. Swinging Doors Q Option B Bathrooms II� 4. NON-ABSORBANT FLOORING TO EXTEND 6' UP WALLS IN BATHROOMS NON-ABSORBANT SURFACES TO BE Fig: 404.2.3.1 � � PROVIDED BEHIND WATER CLOSETS 24' TO EITHER SIDE OF CENTERLINE OF FIXTURE AND N UP WALL Fig: 1004.11.3.2.3.1 w , _ , v. ds :A9 ROC>}9 183iG91ttHdNRifBtY)gt ! _ • i�v ri "'•i'��1i Y•"fi. --- . , S•'tYd}.tv3M1�bd ., "� p�,iM .1tvWU'w- . 0—\s W nw Irl l tni — Baas �c+Y� na . , , �+�s '�->St N �' S c12Rk'Y� oG3aN _-rtcls fit i : �'�L•�'].4-�Yaxa-s � �t4! 0��1 �� d `rid `"` r '.. ZY)7JFYf - - f'mns sv.'wetd�n+efl W:'•TWO, Zit1 7QAS�mMmpg iSd �Id a$ragu �Ft.INIM 8o1 W i�•)c, �a � 000 umv io mm» tSal -E8'6Z powma d3iC,d5 tZ'Dt+ WWI! ��rK�WO'Ot �S VddEei 1fA1N3t7iS3Lt aari � .t Max, t — :::►\ eLSO$ Irwaa. KY SnA ^ Baas �c+Y� na . , , �+�s '�->St N �' S c12Rk'Y� oG3aN _-rtcls fit i : �'�L•�'].4-�Yaxa-s � �t4! 0��1 �� d `rid `"` r '.. 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YJmPI'nN ttZUts Sj f t '�4t Y<.xpa to'sq't Li b'at}•AL. (56)�A MLN�At.ys�y ar+w � .rwPLw�t �+'~lpd4+xR4 LM!>w�iI1PaJ �Y� - � 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.