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HomeMy WebLinkAbout39270-z TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: 1.SYSTEMM�a nx�ruNS APPROVED O.PLAN s.ANILACTI ms's APPROVAL Q 00 00 N U T N0.M 006-RN4-075.D(PRATION DATE 7/17/2DI6.INION HAS N0T BEEN O r.F4 SHEET#' DESCRIPTION ((gy�pp �((��2 II�(1/�I�_//p��5� �p MOOT D R ANL NAP. NJISWJ�IIIrCIVJL;1�J�OOV z ON ENERGO PUNS ARE R COIODE OF ETN RI(PTATE. ENn OF 1f6:ENFItOr �.Q r- U CONSERVATION CONSIRUCME CODE OF NEW PORN STATE. ,.a p"M�Q 1 COVER SHEET w. rn c7 OCCUPANT LOAD: 1 & 2 FAMILY o c Z 2A FRONT/REAR ELEVATION Ca a v 2g LEFT/RIGHT ELEVATION USE GROUP: SINGLE FAMILY ��„z z X v CONSTRUCTION TYPE: VB �a o<3 A 1ST STORY FLOOR PLAN 3B 2ND STORY FLOOR PLAN Icon - Legacy Custom 3 PROPOST 3RD STORY FLOOR PLAN DEMON LOQDSModular Homes, LLC 3D 1ST STORY SHEAR WALL PLAN ROOF LIVE LOAD: 20 PSF GSL CrQ 3E 2ND STORY SHEAR WALL PLAN ROOF DEAD LOAD: 10 PSF (� CON qLEGACY 246 SAND HILL ROAD 3F 1ST STORY BEAM PLAN CEILING DEAD LOAD: 10 PSF S E L I N S G R O V E, PA 17870 'yy� 3G 2ND STORY BEAM PLAN CEILING LIVE LOAD: 20 PSF (STORAGE) / 30 PSF (HABITABLE) 4. PHONE 570-374-3280 T 4A 1ST STORY ELECTRICAL PLAN FLOOR LIVE LOAD: 40 PSF , FAX 570-374-1 122 o F 4B 2ND STORY ELECTRICAL PLAN FLOOR DEAD LOAD: 10 PSF W W W.I CONLEGACY.COM u 4C ELECTRIC LOAD CALC HORIZONTAL WIND LOAD: 120 MPH (3 SEC GUST) Custom Modular Homes, LLC 5A FOUNDATION PLAN EXPOSURE: C 6A.1-.91 7/12 TRUSSES GROUND SNOW LOAD: 20 PSF 7A 7/12 CROSS SECTION SEISMIC CATEGORY: C O#4500 TWO-STORY r Y o � z a o 0 0 z z 7B SHEARWALL FASTENING DETAILS Y U C_7 `1 CD QppL�(�QL3L1�CODES0#4500 7C STEEL FRAMING DETAILS 8A D&W SCHEDULE 2010 RESIDENTIAL CODE OF NEW YORK STATE 2008 NATIONAL ELECTRICAL CODE 9A 1ST STORY HEATLOSS ENERGY CONSERVATION CODE OF NYS-2010 EDITION z = z 9B 2ND STORY HEATLOSS o Cr a o m a 10A 1ST STORY FLOOR FRAMING 12 7 w w w w 10B 2ND STORY FLOOR FRAMING Er of ar � � 10C 1ST STORY CEILING FRAMING 10D 2ND STORY CEILING FRAMING RES CHECK Ir, r� ,� M HIGH WIND CALCS INSULAATI100HWALUES � 7 ROOF TO EXTERIOR: R-38 FACED W/ R-11 UNPAGED ON TOP ® ® rM rM N EXTERIOR WALLS TO EXTERIOR: R-21 FITI FLOOR TO BASEMENT: R-30 ON-SITE BY OTHERS Of o J 1110, 11 Q O I I I I IQ O I 1 1 1 1 I 0 o C'4 w=i II 11 I I II II � II II I I I I II II I 1 1 I I I I I I o REVIEW OF THE STRUCTURAL ITEMS BASED ON �,_ _ _i_� _1 o LOADS PROVIDED BY ICON LEGACY CUSTOM --------- MODULAR HOMES �>-30co FRONT EiEVAT10N Q O ;5=9N U") i m 0 O O mit'./� I m L �� z m msr... O Q Ekf R.A. AND P.E. STAMP VINE ?.0000. � => 3 In E5 '�,� Z z 1 0 L'J Q Ld 9Q — OCQ V THESE DRAWINGS ARE DESIGNED TO BE USED t _ `i �'�' s n�wN ��o 7875= FOR THE CONSTRUCTION OF FACTORY BUILT \ ' ' r1►A� HOUSING UNITS. THESE UNITS ARE DESIGNED IN� �;ss� ACCORDANCE WITH THE APPROVED SYSTEMSCOVER THIS 7HI5 BUILDRTG HAS BEEN 08/01/14 PACKAGE AND THE APPLICABLE STATE MODE APPROVAsowL y Iam PAM 1: BUILDING CODES AS LISTED ABOVE ON THIS S#????/0#4500 1 PAGE. REW E T TO HIBAST��ct� w)uLNAND��FRaJUDGEMENT: oBULD6i IB FEBIFI BTO PROVDE OM LEGACY CIAI•L 1.TSOTUR uruHOME(rPHAS rAo WrrH ANY LOCAUSTATE CODES OR AA NCIMEN'S THAT WLL No TEM SET O FMHis ANSDIPIA��TION By O.O.S.6 x�r oT PYA A r00 r4-"" O EFFECT THE DEEM AND cowr cnm OF THE HOME MODFlm N ANY WAY. O "' 2 THE ENERGY PLANS ARE N LYMPLIANLE A1H THE REW EEENTS OF THE ENERGY rx Q V'"'U CONSERVARON CONSTRIICTNIN OODE OF NEW YORK STATE. ALL EXTERIOR WALL JACK STUDS TO BE MIN. (2) 2x6 SPF#2 UNLESS NOTED OTHERWISE O o c Ay��-„z zow -o �zoaU Nwa°'3 SY-7>6" 2'-714' 15-4' 21'-6• 13'-8' Ir 2'-6- A vi U s i CII dqP ax FRFPLAOE GH 1S4I'T-E 734• M R eo e a.aio aoca Ow }•aromsos aFc--ay[arti4j.t"q oN \,a\',�}%-w m/pLn aal�w;r•\ II � i—__J_I IL°'Itws3—'-•ar't�:•"-wJJ-ay__""_��•_4R°_'0—w1-•'rw®r-'L� e°xiI PL4I1_eT1e�§3iF II II1IIjI } z zm *1-UQ�-1 ",a<T 3-9' 8'-4' 1114'-5 4'-0' NWOt A = a _ _ O (OWap La N ap 0 B1LL0 B®ROOU U 2175 SOFT a Raw n.9D 1NTr . 27.9NT PRWD. c46.29 MIT PRGw. 0 0. uD aOa95 NMT 5umaor LIT a VENT PROVIDED. a, 3z a-o m STWY 171L45 SOFT.of RXIM 35 LIGHT REV).1 7.18 VENT RED1.I 70 LIGHT --------- s 0. \ j IL4'-aT4" \ /�.�\ '41 (D :2 w w p w w rN aRC"STAR (nS 1 /� L W w-9TE BY OHERS -�• CY pab � OIF97E � LotNID � I - _ •�A � i g$�'- 10A0 BE/V✓•IC COLUMN _ 4o I � a( IS;- j FOYER I MAT ROOM \ I j 37167 90FT.•f ROOM \ y��^6 I2 t2 d 29.89 LIGHT REM a 66dg 14.95 WNT REM � 1 Q \ N 34. VENT PROU --------- EV13625 WIT PROM LF) o sFfaor LIGHT a HNT PRaVaED • - C14 CD \cv d 1 1" 6 1 I 954 6'-434" 4'-G" 2'-w 1'-0" 3'-4{ i --- _ ® _____-__-__ O O i '' ; STEP DOW STEP DOW ®1 ®° ❑ m •m e✓a 'a' ��(J� C� o ti r' r.-.--��__,.-_-TT— n 0 0 m w m Of N - j 1 I I I " I O 1<=y4• -� DlfK3R00M j I I I I I Is3im lSOx#�li�aSOrow j C) rn CN w�O 6.13 NMT RE0. -- KWEN i 1--� CFIRIG'� 28.70 LRM PROW. i Niwca a�a[•r 19.58 HNT PROUD. to ••oa) SUFFiCENT LIGHT 3 HMT PROVIDED. j � } BY -- _ [If I I j -436 aas t3'-714" I IO o Ln I jR,<eo SUET of Rbo j I 11 1e weir I I �° I U 1t1�2 13Wa'-a2ITT.4 valII II Tc—�_— I1 n.66 HGHMrT PPaILvOV✓DO.. a NlJ� C 4'-4• I ARCHD DETAIL F a J 161.02 of ROOM N �to o 71QO iZ7Y LIGHTau H1TIDm F 30.12 LI9'-NoI WFICIENT WIT!MENT PROTIDED w m w m �E I 0 0 _e• - 3 7_11• I rim-1 J ca , a■ i ... ae vT tG'-934" .. ae asR n vrp w Z m �1 INS, w (y ( LD� 1'-23," i R 10'-5." >- R }� 29'-9" 1- R ♦RAs 1�OC=N w m R �._3. y R WWI �j-V �+ P". _j j 2'-0" 6'-6" 2'-0" 1- IS-SIt" 24'-614" V]L-3 (D 5 0 50 6• �/14 OOZ LD JNOTES: PORCH ROOFS AND DECKS ON—SITE BY OTHERS1. 2x6 EXTERIOR WALLS @ 16" O.C. gc~iJ f �o c~r;�ARILO 2. 2x4 MARRIAGE WALLS @ 16" O.C. 7875Q-< oN Q _3. 9'-6" 1st FLOOR CEILING HEIGHT gLn�w�cn �o 9'-0" 2nd FLOOR CEILING HEIGHT �oFF 53� 4. ANDERSON DOUBLE HUNG WINDOWS 108/01/141 �rEMWFLOCRPLAN 5. 158,000 TOTAL BTU HEAT LOSS THIS BUILDING HAS BEEN 6. ALL CABINETS ON-SITE BY OTHERS E><,MTED FROM AN APPI 7. ALL EXTERIOR DOORS ON-SITE BY OTHERS 9DNl,�OIIDEER, PACE t SYSTEMS OR PER MODEL APPROVAL 7777 3A 8. 8 1/4" x 9" STAIR GEOMETRY STAIRS ON-SITE BY OTHERS REW S#. . . . /0#45009. HANDRAILS MUST COMPLY WITH R311.5.6 NY RESIDENTIAL CODE ON-SITE BY OTHERS S T TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: 1.TNS FACTORY-MANUFACTURED HOME(FMH)RMI HAS BEEN DERIVED FROM A O W 0 O SYSTEM SET OF FMH RM6 APPROVED BY D.O.S.MANUFACTURERS APPROVAL NO1M 0 N ANY NAY.DPRATKIN DATE 7/17/2016,WHICH HAS NOT BEEN O^.M N u 2-THE ENERGY RATS ARE M COMPLIANCE MTH THE REOAREIIENTS OF THE ENERGY V—U ALL EXTERIOR WALL JACK STUDS TO BE MIN. CONSERVATION CONSTRUCDON CODE OF NEW YORK STATE. a r-a Q (2) 2x6 SPF#2 UNLESS NOTED OTHERWISE 'a L4^ C7 x>�O�J obSvz t4 Eaz0¢3 zx., ET.3< cn 60'-0- s'-D• 55-0, <L U 37'-0' ,B'-D' U j r- --------------------- }'_9• 7-�• B-8• 12'-lOS 5•_6Y• raim P a asp }inm R ivauo }azaaR p ea¢ew m R v u 9i .oiaao a asp W = r !u I 13-3y"— •'� 1-1 Q 9 gg a $ fi4 �Fi00Y ki j I, & / I z ',� _ I p I BA1B-1! BS1H� i% j z • A 17881 SOET.a ROOM I K -1 i 14.29 LIGHT REM F08/01/141 p o 9�- 7.14 PENT RECD. z/V zzs A % y y' I 5824 LIGHT PNOVD. I 3'-51¢• aeras Y-10Y• 5'-nY.'� J'-7Y.• fi 2Y' 3-3%. ! V _ 54.58 TENT=11 i O ry as afR .rater P —p— Ll aws R j �� U i9EY L- 9FRCENT LICH a YFM PROIOFD. �rwn — Ll I wic wEc ! \\ j —� as arR a.arR :x• ---------- F_ - ! r–– f—–––BEY CEUTG I `:• A p I I SFE DETAIL j I ( 4'-14 m o 0 0 BEDROOM#6 m z z o m z a. TREYj COILINGI (.(•. <- \ \. TY I l l i % •>. I 169.77 SOFT.or ROOM Y Y U c.9 Y (D ---SEE —.—.J 49.73 LICIT PROUD. v•: /: -\ -y� _�.-�.(" i' ~\,'i 2823`ENT RIOVO. - O. ........... .O / '-y�: .\� :' /�:\ �p l SUFFICIENT RIGHT a VENT PROWED. , c .. .. x�a ARCO xm ---------- •/ xP I j SFE DETAIL : /� ,1� .� j -1 I j I FIREPLACE ON 97E � � 11 �F`�""— �.j I, TOTAL REACTION ( `\,\, %�.-� L---------- - CD > w w p w w �--�-L -----'--- at arR a, � _ _ as arR ager ewe O v) ; a N m m arp > �. > 24'-3h' zs'-6Ye• I W W Li W ! Q � O' o' e (__to STRUCTURAL DECORATIVE ; a¢¢ LOAD BEARING COLUMN EDA `A .4 a 19-7• 30'-nY,' ! r7 (O asR g mREACTION TOTAL QLo m N cD u7 C4 \ \ a I N p•i S 7 as I9'-0- EE DETAIL I I y j I �DETAIL • rye g y r �Iii u TTPPPkgglTggg@@ IIjr ,jI Oe.neo..e �I � " tI a� �EaW___- ------------ 169ROOM - rn 0o c(/], W 6.79 NOR OT uu� LAYOUT Ten. VENT nZD O SUFFICIENTn,Ja VENT PROVIDED. o 3- 13 O F- (492) tw A asR mas ! N i I 17&6.1 9DfL M 80011 DFDOIMI _--_-- s-wsr R .wm�e .ratx p.Quare ! U N ! L`� I42B MT IE7D. j E6961eS MIUNi ` B•_21i• y�. "'\ ! I A I 7.14 5824 INi1T PROVED. I p k \\ .n 5456 TEAT PROUD. I BSTl161 RAIN R d$ \ ! J En �r w LO I I SSFICENT LIGHT a VENT RrowED. j g P AA \ Q OJ ;5=RC-4 'n cn I 13'-3%' m \ ;L_ Z o II �w ,V m ARCED RTAIL4'-43§ y p 10'-73E Y R \..\�y-10• y p J j' 31'4• } p a._p ---- 7 7 I­ 37'-0' (Y 37•_0• LOWER ALL WINDOW HEADERS 4 _j Q I- 3:: - No C:) CD o o z PORCH ROOFS AND DECKS ON-SITE BY OTHERS1 o rr__ 4 ` L �7REY CEAING OE7AAOI— U7 F-- L�00-U-) V7 'r'�O (n Li=O�s� i�6117= _0. 249��8Lc7 aw�En ��0 2ND SPORT'FLOOR PLAN THIS BUILDING HAS BETA EXTRACTED FROM AN APPROVED 3TeAL I/Rlpflt I PAW R SYSTEMS OR PER MODEL APPROVAL REW S#? /o#4500 3B ON REQUIREMENTS � Ii ,-1ml 5639 SQ.FT. / 300 = 18.60 SQ.FT.OF VENT REQUIRED G3 LN,FT.RIDGE VENT= 7.87 SQ.FT.OF VENT PROVIDED 124 LN.FT.VENTED SOFFIT 14.00 SQ.FT.OF VENT PROVIDED 4 jo;w ZQy. r7 I Zp��O �f r� ... Z r h O U L I � x.:11 , I � I VIII �: I I i FROM ELEVATION fl I�.N I Iva II � I r L I II li li , 3 I c o - h F3 F; ij- I I J I' I; I REAR ELEVATION Aran atvnnar II' n^ - S#????/0#4500 GF1 r >o=w —OGS zOtiw`O y N z x Nua 3 I I. Y uVi4s u y�9 p I — �I r I I I I I � h III I c- i - I it It I , LEFT SIDE ELEVATION rd I � I .1 I I T I I' I� I I � I I i - HSI NEW , I t _I II tl I I I II I _ + RIGHT SIDE ELEVATION 't � fEPA ELEYAiKKi 10/10/2014 I IIII I '� Sok????/0#4500 2B i 11,"1 41 F[ [_P.1 .,.Mi o �ui�MC7 =CNC J z% 7 ATTIC LAYOUT ��zX° erarwcf III MAI nrI P,,. I wt � w 0 o - CID r ATTIC LAYOUT 10/10/2014 S#????/0#4500 3C T TO THE BEST OF NY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT. o -_ 1.THIS FACTORY-M"FACTIREO HO E(FEN)PUN HAS BEIM DERVED FROM A q r O O SYSTEM SET OF FUN PIANS APPROVED BY 0.0.5,UANUFACTUIFR'S APPROVAL 00 00 �ID006-OB-OB DPIRATgN DATE 9/12/2014.*"HAS NOT BEEN N O N V IN ANY WAY. M 2 THE ENERGY RAM ARE N CWUNI(E NTH THE REOUREUENTS OF TW ENERGY CLQ Q V'-'U CONSERVATON CONSTRUCTION CODE OF NEW YORK STATE. ,�FO+M Q 3RD FLOOR A IC ° ¢z0< 5 �zo¢� NLTJ 0.�3 50'-0' .� ,. U 42- ♦` '� V � � 7875� W = r K 3 A tt pp 2 D o z � 08/01/14 0 0 �� U � o -1 U } o o Y O o O --- m Z Z O El Z a- - 1- e'-IIx' ----------------------------- S -j -1 O f J w 2 Q- d d i w > > w > I W W C' W W NOT TO BE MADE INTO HABITABLE SPACE i Q:� c Rf I = I I I) Q ^ N N c O J ��k (n 8'- 9CD O d � } O ck� � En U N J cn J I o � O �Z c0 r- Q J d 5i M O I m z CD o m I U Q E- c (n 0 bl Z ( Z O O Z U J O o U uj = W&N J O O O SN fi «") w Rl"d- '3< If)Y'n0 En w— CSI Q�O sW��3En.w oV) O 3RD STORE FLOOR R-AN THS BLA DNG HAS BEEN IXTRACiFD FROM All APPROVID 9>eAL//SER I PAW R SYSTEMS OR PER MOM APPROVAL PEW-- S#????/0#4500 3C T 2I SOIL BLOCKING 2I sun BMW TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: BOTH SUE OF THE NEB BOTH SLE W THE REB I.THIS FACTORY-YNIUFACTURED HOME(FNH)RAI HAS BEEN DERIVED FROM A �p p THAI BOLTED USING If CIA BOLTS :0 BOLTED USING)f OA BOLTS BEAM BEARING NOTE SYSTEM SET OF FMH PIANS APPROVED BY D.O.S.MANUFACTURERS APPROVAL Q OC 00 N() •3Y O.C. •3Y QC Q 0,N NO.IF DO6-2011-OTS EID'RATI011 DATE 7/17/2016.NH01 HAS NOT BfDI N FULL BEARING SHOULD BE PROVIDED FOR ALL BEAM END I YOOFim IN ANY RAY. O'� Y• SOLID FLOOR JOISTS TO STEEL BEAM FLOOR JOISTS TO STEEL BEAM BEARING LOCATION AS NOTED ON THE PLAN. 2 THE ENERGY PLANS ARE H COMPLIANCE NI7H THE REQUIREMENTS OF THE DOW a+Q -u BZX OTH LIDEBL00MGOF THE� USING FACE MOUNT HAHER USING FACE MONT HANGER OMMAIION CIMTRUCTNIN CODE OF NEW YORK STATE. W rn-^M THIN BOLTED USING TS CNA BOLTS O 3Y CC NOIEA:TALL WALL DESIGN ATGREATROOM A FOYER E%IE/Edt WKIS .,w O W COLLECTOR 205E(1)USP CMSTI4 STRAP WI USE(3)2X 63PF R WALL SIDS N IF O.C TO FRAME THE EXTFAIpi WALL ^O f— y H0)160NALSFACN ETAOFSTRAPTOCOHIECT FASTEN FACNmIEVEL SILOroFACN F1NST LEVEL STUD wfFAkLOii ANO I--1 r-Z GAIN:JOISTS TO STEEL BENZ COLLECTOR#2 TO CEILING BVL AT EACH END EXTENgR FACE WR11115P 8514100 STRAP.(16)1w NNS EACH END OF STRAP (Z! v USING FAQ MOUNT HANGS FLOOR JOIST FLOOR JOIST FLOOR JOIST FLOOR JOIST tORCOW OF6,5R(BS HOIRONTNTENSION) OR115E R)2X SWFQ4 ST o I6.O.C,TCFRAE TIE EXTE WALL. FLOOR.MOIST FASTEN EACHmIEVEL SIIAroFACN FRST LEVEL STUDIr4TEF60RAID Cn F_%TERgR FACE—LRP R5141003TRAP W1116),00 MINS EACH FJII dF STRAP y O LSE n+lzxssPF2wru sTwsTO FRAwE THE OLTEruou wru EACN srDEawoman. .--�"�"p;, CERIN.JOIST COLING JOIST GOING JOIST COUNG.OST FASIEIN EACHmLEVELSAND TO EACN FRET LEVEL STW LNTENdt AID EXIERI01, QIIN:.OST CEUM JpSi USE(S��RWAL611AST0F TIE)ExTE WALLEACH SSE OFOFWIHDOW. N 01) FASTEN EACH —0 TO EACH FRET LEVEL STUD MEWOR AND IX R— R A BLW 18 PALE W1111 USP 8314100 C5+19TiAP W/lls)IWHANSEACHENOOFSTRAPOR USE IT)2 X 105PF R WALL STUDS TO FRAAE TIRE EXTE360R WALL EACH SOE OFwAOAV. SI:CTION A-A SECTION B-B 5• • $EC71011 C-C ON 1�FLIl-B F�FACE wTH 1A5PR5 x-,00051 s,RAPw(,6)10aLNLL5EACHFJ� STRAP U ��R V .'J3 BEAN 1 C NE r o 101 ----1 --o- ------ -- - - — —� Y �i - REACTION N FRAM ---'-------- "�"� ">t GRAVFY 192 W. 1 SHEAR=2fl Nps I LOAD BFAI✓•E WALL ! • O s UPLIFT=1331*1BATH w3C. 4'-4" y REACTION BIT FRAMER A ! 'mss 0 O GRAVRY=221k'ps BEDROOM�1 EERY 17 BEIM 1B BEAM 12A j U a sHFAR"asaw UPIiT-IMMIs � BENT IIA S ! FRAEC I 87' REACTION FANIEA 1�F s; TiONNT'<1STig— i GRAVITlB•35A MPF , I URFT:13Dipk JO IFI 322 11PIIFT=321 k1ps - BFAII ne i / �, - - - ------J L-----J L---� C 1 I m z �Z d 2Z a- I °° Y I -------------- . SEE TALWALL `•.\�%% — (-------, ------'�-Bi j NOTE E—�-` -!i ,\ i i i i RFACTgN FRA- ME BEAM 13A i i ,�••�1 j i i ova""'g- I i — — — — i '— w w z w w I w d d � d Il- W d > > W BEAM13B h4i � W W � W W A ckf cl:� Of ck� 1 Lop TIS g F. L A°°'6oE1p, t B j FOYER `e •� .1 % I OREATROOM BEAM 1M 4?) ! M_ i'7 \i _ ) ------------- I � � Lc-) N CV REACT SEE TALL WALL BEAM 1W i =A SIEAR•431p ' 1RFT•f52 kp I •CJI F--T7---TT----- - ❑O B T `` I (If C) ! I j 0 G DI NO ROOM ! rn N REACiLN@FRAMEa a I i I I I j I OCV F- GRANTY .1Ups SHEAR -5•5915p0 UPIIFT•12T Nps �` L i i nF.rrclun Fcucr ! � r r--__� r--_—__� 4.4. [iAF11T 1pZs j I p 15A i i BEAM,BA UPLIFT i o O 0 g j o i g rn 156 r--__—__ BEAM 16B ! JLn O rCO REACTION 0 FRAW8 A (�_ i Q 0 -Z N ALt7 c+Avm•192p6 LEAD Al2mi i a ZD w � ON BEAM p LFTsImIFT-18O 'T m O --- I o m 2 1= Of I J Q Ln p C7 Z O O Z ♦-BUILDER INSTALLED HOLD DOWN FROM FOUNDATION O J O TO STUDS>5,410 LBS.(SUGGESTED USP TD9 HOLD DOWN 0�� Lu FLOOR SHEATHING TO BE MIN.19/32"0.S.B.(BLOCKED) OR EQUAL AT EACH SEGMENTED SHEARWALL CORNER) W - = J O W/10d NAILS @ 6"0.C.EDGE/12'0.C.INTERMEDIATE&4"O.C. O O 1ST LEVEL SIDEWALL(BEDROOM#1/W.I.C.) PERIMETER WITHIN 12-0"OFENDWALLS $Q p—po v~)�LL`L-=o ma g c"I Q���Ln 1ST LEVEL SIDEWALL(KITCHEN/BATH#2/LAUNDRY) sw.1�SLED�w�En ��o Y16'O.S.B.SHEATHIN 1/2"DRYWALL yl 6-O.S.B.SHEATHI 7 16"O.S.B.SHEATHING ENDWALL SHEAR CONNECTION 2 X 6(SPF#1N{2)WALL 2 X 6(SPF I1N{2)WALL ALL OTHER EXTERIOR WALL AT ENDWALL#r1 m ENDWALL#2 ST$POKY>*fM WALL�Ni 1/2"DRYWALL SHOULD SHEATHED WITH Xs OSB W/Bd NAILS @ 6'O.C. EXTERIOR INTERIOR EXTERIOR INTERIOR THIS BUILDING HAS BEEN ALL SHEAR CONNECTIONS SHOULD USE SIDEWALL SHEAR CONNECTION EXTRACTED FROM AN APPROVED 2 yl 6'O.S.B.EXTERIOR(BLOCKED)./7/16'O.S.B.INTERIOR.FASTEN AS SPECIFIED N SHEAR CALCULATIONS SYSTEMS OR PER MODEL APPROVAL gan b amI PAR R 1 -Y16-O.S.B.EXTERIOR(BLOCKED)W 1/2'GYPSUM WALLBOARD INTERIOR. FASTEN O.S.I WITH 1Td NAILS E 3"0-C.FASTEN GYPSUM WI O.S.B.WITH SU 6tl NAILS I S O.C.D.C.GYPSUM-N INTERIOR.FASTEN PEW Stl NAILS @ T O.C.EDGE/10'INTERMEDIATE GYPSUM W/5d NAILS @ 7' .C.EDGE 110"INTERMEDIATE UPLIFT CONNECTION APPLIED ON ALL EXTERIOR WALL S#����/O#4JOO 3D WE TO THE HIP ROOF e T TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MUMMACTUIED WWFMH)PIAN HAS BEEN DERIVED FROM A A l-O Q BEAM BEARING NOTE SYSTEM SET OF FMH MANS APPROVED BY 0.0.5,MANUFACTURER'S APPROVAL 00 00 N U NO.M 006-9014-075.DFRATIQI DATE 7/17/2016,III HAS NOT BEEN Q r N N FULL BEARING SHOULD BE PROVIDED FOR ALL BEAM END/ MOOTED N ANY NAY. BEARING LOCATION AS NOTED ON THE PLAN. 2 THE DOW RAMS ARE N COMPUANCE NTH THE REpNREMENTS OF THE DIDIGY PG Q 41 ^U CONSERRVAIDN CONSTRUCTION CODE OF NEW YORK STATE. ,�o.M a Q wrewrAu wAU DEs1FN Ar OREAr RoolAaForEn EXIERDR wALLs a;p�� USE(S)zX.sPFrzwAu sn1Ds 01eo.c.ro FRAME THE ExrEwoR WALL. "S'.O�O FAsrEN EAS:H zw LEVEL sn;o ro EAGI FIRST LEVEL snOINrEHDRAND EXTERDR FACE WTM lI5P R51410051NAP WI(1511W MALS EACHEW OF STRAP Q CZ�h^ USE USP LUGT2 FOR z0 -O FASTEN FACH?FD REVEL STIR TO EACH FRST LEVER SnD NIERDRAND GIRDER TRUSS TIE DOWN Ex,NDRFADE.^TM �N3+4+pp3 RAPW+3„S.N,�SEADHEND�STM^R FQi,c')z X v FOR ALL UPLIFT FORCE UP TO 1900 lbs MN 42%e 5Pi su0s REGNED USE(11)2XOS QWALLSTUDSTOF ETHEEXTEPoORWALLE SMOFWN . �z Ow () Q MN(3)om SPF12 Snits REGIIED ASTENFaG1zNDLEVELSRIDroFAdifWiSrLEVELSNDINIEISDRANDEXTERDR V.-I x USE USP HUCT2 FOR GIRDER TRUSS h DONT 015E USP M1CT15 FOR 100 TRIM TE DONI FALEwnHusPRsulroausrRAPwI(1s11wNNLSEACHEJDofsTRASDR N W 0. usE 1-)2 z e SPF a wAu STUDS To fR/u.E TTE FXIERDR WALL EACH sDEOF VANDOW. H FASTEN EACH 90lEVEl3iW TO EACH FRET REVEL 51110 MFlilpi AND E%IERDR FACE WITH USP R31410D CSI+STRAP WI 11511D-NNLS EACH FNO OF STRAP OR UPLIFT=Sp pit USE�>)z X 10 SPf R WALL ST WS TO FRAME THE ExiERDR WALL EACH SERE OF WWDOIV. FASTEFJ EACH LD REVEL STUD TO EACH FRSs LEVEL STUD IHIERIdT IID EXTERDit FACE WRH USP RS14100 0314 STRAP WI(15)100 NABS EACH ENOOF STRAP UPLIFT=300 pit r, "-T �TRUSS IE 72 Ill. _—_—__ _—__—.- —_—_ —_--__—___ __— _—_---_ < 2 3 N C7 0 uPI1FE=zm rx o r)li ----- ----- ---------tet? r a i• a 3 {I l •'C4] 0 i (7EA I BENE to - GAIN L7Ea - ._6. I•_6K• %' r`T-. MTY-2995 m uMFt=t453 b- 2A i• t j ufIET=1453 6- I % '� , p 0 GRAVITY. i• U Tit �fl00M q iWALL Dw Sig bs BEAM 11 i -_--_-- �TDuI REACIpN_ / 3 uMFT_ 564 b. %' 1 L--L u aE;4m a' wic wic ! 22330 b i w II i 8 r b, OF s TOTAL Rg I %eet1++333773: %1 i� '\, \•\ 1 I I %/ /• ?�, Ijcl- I $a I m O D D dj � �ROOMI5 i 08/01/14 L Y CD U (' Y O, -O I SEETAL,WAu II : I NOTE - - i.� I* ` -------' TOTAL REACTION � I I j BEAM 4A I�_---j o'� TOTALREACTION -2066 b. I •\'\ ---I L — L _ W W > > w cy- W W D� W W BEAM 4B cl:� cl:: cl� 0-1 g TOTAL REACTION W -2976 b. BEARING WAIL (_ crortz1:USE I2)USPCMST145TRAP wl l Net m (OS)Ifi01NI5 EACH EIDOF SIRAPTOCOHECT LOAD BEARING CM.ULN LQp m 3 rop1ECITNDTOCElNGBAIDORON.cEAl/G NTO.� I JOSTS AT EACH END(OR DOW OF 1;700186. , , , HO WWAL TENSION) r•'1 r7 w • BEAM 9A I I _ _ ••. r i \ Lr) \ \ __________ I ¢ n N rn SEETALLWALLTOTu REACTION BEAM 98 '? 1,`-- 70TH RFACII(N—i l rDIEA =6914 It. '5089 b I NON-LOAD I l u' BEARING WNL VF- ury Cr— i BEDROOM IK i s I < rn c~i) i 8 i I i I OF) o O W r W BEAM 7A ----- i l m I 0 a� c1l ~ I TEAM 6A L_ f W1G Torg REACTION i % G M4-3184 baA auvrn-ssn b. GRAVITY-194 w BA GR�AMTY-05657 b. L -- --J I O 0 =3=/315tba 968 b LOAD BFANIC COLUIN i 1 iTUPIF'f-t310 Ds URFf-5547 UPIFf=3N6 b- I j N f--- TOTAL WAcna TDTa REACTION BEAM GRAVITY 3519 b- 3 rn Ba�I� TEAM 6B -1382 77551177 BATH 1tiT� BEAM® =T¢7 kb. ,-- I T-Tsw b- 1.�. -J O <z g� Ln En I.a W(4)2X4 STUBS i LOAD BERING PONT � � 1181riI! auVm 3031 Its �.�\ j �¢ � � O I -----J � \•� I I m O \ l Z m u GRAVITY-350 PH j TOTAL _ <3>'-- ' .I WI94 c7 ¢ F _—_— YN(4 916 UPLIFT-300 pill Lr =) < j 6'-�' 8.-93f •-r f— c IWF7=50 pN Z O (.D O O Z U :� J O USE USP HUG12 ug USP wens p�0 W Q FOR GREEN TRUSS TE DOVIN iGR CRDFR TRUSS IE DONT Ld j F-- :2 O 0 H U7 f— L'o�w10 2ND LEVEL SIDEWALL p0 Ln��=o ma NOTE:FLOOR SHEATHING TO BE MIN.19/32"O.S.B.(BLOCKED) ,-20 GA.GALV.STRAP WI(7)Bd NAILS EACH END _¢�— OV ¢z ns W V1J LF7�WBN d- O W/10d NAILS @ 6'0.C.EDGE 112"0.C.INTERMEDIATE 8 4"0.C. OF STRAP(OR EQUAL CONN.OF 810 LBS.) 3 3 C3 B 7/16"O.S.B.SHEATHIN PERIMETER WFFHIN 17-W OF ENDWALLS 112'DRYWALL 2ND LEVEL STUDS TO 1ST LEVEL STUDS 2 X 6(SPF#l1 2)WALL 2!D STORY SF£M WN1 PLAN EXTERIOR INTERIOR THIS LANDING HAS BEEN Ow�l6'O.S.B.EXTERIOR(BLOCKED)wl 1l2"GYPSUM WALLBOARDayTERIOR. SYSTEMS OR PER MOM APPRAN OVALF::N 0 I IAGE R FASTEN O.S.B.WITH Bd NAILS (6"O.1. 00).GA.STAPLES X 1 4'LG. ALL STEEL BEAM PEW 3 E 3'O.C.PER THE ESR-1539(JULY 1,2009).FASTEN GYPSUM W/ , FLITCH PLATE SHALL BEAR FULL ��????�O#/��.00 5d NAILS @ 7.O.C.EDGE/10'INTERMEDIATE WIDTH ON THE SUPPORTING WALLS OR COLUMNS INDICATED w TO THE BEST OF MY KNOWIEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: o 1.THS FACTORY-MANUFACTURED HOMQFMH)RAIZ HAS BEEN DERIVED FROM A A W O SYSIOI SET OF FMH MANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL NO.M 0 6 ANY WA75.EIMRATI01 DATE 7/17/2016.MACH HAS NOT ESDI O r-M C RT 2.DE DOW RAMS ARE N COMNN:E MTH 7H:REOUN9E7ITS OF THE ENERGY R Q V—, U CONSERVAINN CONSiRUCMN CODE OF NEW YORK STATE. ,-.J Q.M 7 Q >0UJ T`A'TUJ A Sr-4 0�"v zow ,o CIUCTOi R BFN1 19 BEAM 79 BENUEL BFAY `V ON ®DB! �!•m mW 9� '�y .U.T Q � i J'I REACTION A FRNXA w T.tlfq a.rNrs __ ___ j /� .f G� '„" M-•�1 GMVITV-I9B I ���� mlwlt.w L6-mYlw�NlO1Mw V � Q STEM=271 i Immm WwlmQd101pDQ19!!AM j �� Ws w/wremowamswiwrwOVrwuwnr �e URlFt=1334ps yip wwowa om�irMmwn i� i 4f f"tgs�7 O aAM1e j Z � � RFACTIGN 0 FRAME ABEAM 17 08/01/14 0 SHEAR.9.5 Its I m7wl.wt9L- wnaTwllun IWIA=f•ta�l�s 'u'ri�ai� �oe'w`W j 10-1 U � TOTeTTeTw'r i BEAM 11AO j .w� r-�-- vra.W �T— 1 RFrlamr* T c I REACTION C iPNEA _. cRAHn.9ss Its 9mml�Ai�wy�y ; �� �-` s. unY-ta. j SNFAR•4A10 ffAY�ne I ��:---�� I wX.w I I I I OPUFr.922 NP I `Y+ % 'C -\, j BEAM 1ze N I j D Y O O C.) CD Y C7 IU ------------ sEE TAu wAu •••\V- _ 1 �----1 r--'-----)r------� Ig1E A r---- -.JI;� •� I i I I ri i REACTION F?F C i j�---- vomTT*waT�— BEAM 13A mw..waa w wZ w W LJ g:: Er 0 01- Er I (n d d N [L d Lv > > LLJ I-A }j I LJ C w w BEAM 132B i ft: ck� EY Ck-1 •7\ BEAM I" ,\\ �F j r7 �2 < IP \ Tmw■.wlxwmr.ITIaI..ww I � _ ------------- �- _U C) \ \ \ \ \ \ llmomarr ------------ C, amw:.wlxwmr.swnwFw j N OV MAN 1m sEETAuwALL ^I c NOIEA slew=s.�1p I9Nif•75D qps I 51 Qf C. --------------- N OY O W C)REk7lON 0 FRAMER ",a j O F— �ivyI or9aTmemwswwm■■;•a�wwmm�uwwao. CD cr o a �priAar.w�m1Omm � r. p� ijjj U—I 0 O (V -- J Ln WraYarZ ao 0V YEOc�D)mBY 2MmO OGmvn-199 tbs Q =)S � UPEET=t�.ew w m µa 0... � -- ---- O m � I cr- m 1n O C7 Z O O Z U :m J 0 p-0 w Q L`'IC�l co U0 ~ O O U-00 Wr STORY BEAM PLAN THS BUNDNG HAS BEEN D MWTED FROM AN APPROVED SYSTEMS OR PER MOM APPROVAL i/OW PAM R PEW s#????/0#4500 3F TO THE BEST OF MY KNOYAEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: C I.IHS FACTORY-MANUFACTURED HOE(FIH)PUN NAS BEEN DEMVED FROM A q r-O O SYSIEL SET OF FMH FUNS APPROVED BY D.O.S,MANUFACRAIER S APPROVAL 00 N U NO.WEO H ANY WAY.DFRATKN DATE 7/17/2016.WINCH HAS NOT BEEN O ff_,M N u 2.1HE DOW PLANS ARE R OOPUANCF WIN THE REWRB ENNTS OF TIE EIEROY Le.Q U CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 0L V Q '-J L71 C?� s C Z NE x"�` y z�(�Li�-o ,frS Into¢'' w C,4 CL " � 3 U lu -' r---- ------------------------- NFwrWwsawaloac i ar�worstauutau.s t�t�uoWNtotaNraNWw.,lNsr i 7875 p `3 _ T O BEAM tO I am i i I Z O •�, �� TMA ME MOUNT "•: � i 08/01/14 O i aNtrN,Fsrsmr a. — -- wrn two %/ i 1--1 u earn-ao awm.�' i eEAN aw yLW1UftYt ----- I ity ---- —.—•..i;�`t, f-�••. ----- •01 y2Ryf LYL I BEAM aB i fzil o0 o (D CZ a i I.�y;<•\ `•.\ \\ `� 1 1 1 % i! /i /?.;\� I I &3 r I m Y Y U CD ............. SEE TALL WALL i NOTE A __— 1 BEAM I BEAM 3A (�1 yay f LYL /�- —� I -- --_J ! Z J J Z J J (91 y2sR yf LVL "°' •• (D yp STS PLATE _ tea' O W W O W W Cn J (n (2)T y29 yf LYL •• (�1 y2�yf LVL ---------, W d d W m V7�� BEAM AB I W W W W � I COIECFOt/1 USE(2)USP CYS11A STRAP w/ LOAD ffAHHO `? IN)16a NNS FAO1 Fln NE STRAP TO CONNECT o clap N TO CERIIG BLAND OR DOL CEAl11Ocmum DOST AT EACH END(at CON O'1z700 LBS. INOMzaarAL TDNS OI YAM y i D BEAM 6A 1 ya Or LVL BEAM i FW \ ft)lyaaV.LVL ^ Lr) rn N \_ \ eFA/l .... .�1IftS yf t L ------- d N \ N r erg am se tFwr au SEE TALL WALL i NoIE A • -�7., p.................10 aa � gg o ------------------ 6_ 3 g r I I j Q F_ i g I I I I i� g o rn Nc:) CD o .aa� i i;aurn_�aT� mnW j L---——--- J O I F u�tPr-ae to W tr rAws• „tnPr.taa tN 7A DA i ~ I— i 1 f LYL aur (�1 f LYL W 1 VL i (!) (7,/1�oyf LVL I 1 - (�1 f L ttc.a crus tai •\• ! U CV •'�` \ .mus �-•� ! _j tN� I am i O !EZ cP C Q I i i aura-mus i J a wr.tsus m i I O ♦ aurrc.m tc. uses.m t. i I -------J inls-sa to •�\ I I m EuI -- — O CO \ i I -------- -- O FON DIRER TRUSS DOWN FOR QRWR TRUSS TE DOW O U, b( Z O O Z C)"0 W Q W � ~ O O gu~ t3 c, v~)zL=CD .I- <9Jj U—) N g��O 21D STORY EERY PLAN THIS BUU"HAS BEN EXTRACTED FROL AN APPRO%G OM A/mm 1 PAM R SYSTEMS OR PRM APPROVAL PEW S#????/0#4500 3G TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: CIRCUIT SCHEDULE I.THS FACTONY-MMWA,CTUIED HOIE(FMH)PLAN HAS BEEN DDBVED FROM A C] CD O „WRE WITH atplND ALL GROUTS SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.MANUFACTUPEA•S APPROVAL N U Mimi imAmIm vmT aFP m u tad,MN 'MT NO M O 6 ANY MAY.EXPIRATION DATE 7/17/2016 RICH HAS NOT BEEN O,r-�M N u t a tz-z AA21NQ-arl. no x Iml 12-2 rnuwRaar. tto 2-THE DOM PLANS ARE N COMPUANCE WITH THE REQUIREMENTS OF THE DERGY 64 Q V"U azaA tsz AtP11M10Eyaf. no a ,a2-2tq„xw-m.-0xa no Cp/gRVATgN CONSTRUCTION CODE OF NEW YORK STATE. I, M, 2 FAMLY ft ,M s m, l atur tr no j C^W r 311A 1.-2 Bator m a ,a,.-z mw a uaNs no a INA 1b2 SAW A Ito ,o n 1-2 ATN A e 06 no "r. r U M 12-2 MN a•N 110 A ,sw,.-2 Fonts no "••"+- {�wr ON In O,.� T37 W t.-2 aM„a watt ,ta t. 1M H-2 ll a 02 „4 0+2 N it z w v�o ntt.ant, 2a w xa sa RANIZ :a / �z X cn z o Q Z IU,.-2 10010011P no a aAt,o-s FtttFlt 2a � � �� N G a a - � a ,.-x aWaOW P Ito IN tsA u-2 R01MOM 02 no a,at no a IM 1.-2 111 a N no K► Cn 3 z,,m,.-:41p o1Tn1AA NO a a a j S E Q 1s p' A N "'4 Ian .U.1 a sa V r as s .o C — ° I A 2 ! wic j o BEDROOM#I 1i I _-- ;- - 08/01/14 OR - I v \ „ I --- -� /rrp / WWY I I u I !` J m+----r-------�I----I -�r----+i _ I l i ' i� ; �i J I Jul I IOf I }� ______ _________ _ _-_� __________ __ / 1090-""-`T-___yJr r` I , I I I W W Y i ,e FOYER i GREAT ROOM 1 \ f I �,� W"O -----------------------------�I � I ' Q r- Ln rn N i - r------------ ----------- , N \ I I 11 I I r------- I i T O O O \ "i�l O`` c O „ j ----------- I,e I ❑ 2 I I I I J _----------------------I J DNNOROOM I O _rn o O %I cCV 4,i L \,` O � KITCHEN O 1 ,�x O L_ I I F- Cn N 1 � j I I I I I I I I ! U I I _ BfEAI�AST I 11 I N jhI —J L--J Li cn cn J (n >3CD,-CLO ELECTRIC SYMBOLS �E�, i I I I I \ I i Ji I� -- Q O �z al ON Ln T SINGLE RECEPTACLE ® BOX FOR LIGHT OR FAN I I • I I ,!I��j---�'� O .1 ---- A6 O DUPLEX RECEPTACLE o FLORESCENT LIGHT I I �J— l x ��- j I m 9C WATERPROOF RECEP../GFT ®RANGE EXHAUST rljl L I 0 O z WLtGRWND-FALAT INTER. ® CEILING SMOKE DETECTOR � — —J O i-2�• 10'-�• U ~ z qP 220 VOLT RECEPTACLE JUNCTION BOX _�, 29.-9• tq.-y t5_7• H qP TOP HOT R BOT.SWITCHED m AMP CONNECTS Q S SINGLE POLE SWITCH 011111110 CHIMES BOX ZD j L THREE WAY SWITCH ® SPECIAL APPLIANCE F- 0 S. FOUR WAY SIMTCH Q� "RE k BOX FOR SPOTLIGHT Z O INCANDESCENT LIGHT �7 THERMOSTAT MIRE O O Z ❑ RECESSED LIGHT O CHIMES BUTTON U M J O PHONE JACK ® N JACK m�O Lv I� )Z7,EXTERIOR LIGHT ebbe LIGHT BAR W UN I=- < Y O O O F- Ln F-- W 00 wLo V) °'PLO Xn ZLi z01-4- <P)E'iL17 z �w�J gLn L W�XnaO 1. 210.12(A) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED lgrUFCW ELECTWAL IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, THIS BUILDINGF HAS BEEN RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT EXTRACTED ITtX>rAH APPROVEDINTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. SYSTEMS OR PER MODEL APPROVAL 'Om F/Olin F ^ PAM It 4A 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. PEW S#????�O#,FJ003. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: o I. I ��VEDAPPVSNEIS LSOF Fw1 MANS APPROVED BYo�MANUFACnlVS APPROVAL QOc W N O NO M MODIFIED IN ANY WAY.EXPIRATION DATE 7/17/2016.W"HAS NOT BEEN O f V M 2.TIE ENERGY PIANS ARE IN COPUANCE WAIN THE REQUIREMENTS OF 11E ENERGY 4'-'V CONSERRVAROH=SIWICTION CODE OF KV YORK STATE. ,�0.'M V Q r • x>�o.Wl NE Z�' v�0 �4iQS z0¢3 vwaLL __.., U L'I �.y 7is7 � c 3 F E 10 ______�' 08/01/14 0 0 j i L i U . 1 U 9®fi00i WX wrc i i I \ ! ,r I ice---•�:=i• ''\ i i i j �T; ! � ! I � � j Y U C' Y CD BECIFIll oll -- - /; v \l '.I '•. LZ I O W W O w W O N w a 2 N — — ;. I i I rY > w > > w > > L__________________________ I I Of w W of W W Lk:: LC Lr EL • 1 r , L I I I I ! • r � -- A15fM9 —/1 I • I Y I I I I e r •• i I I O I N L_ r-_ ----��,---O g, O d L0 N \ N --- Ile- p....... ... .. k�L ------------------ -- ✓ ` r_ II �_ �+ UR Y ISA �� '•°` //i i BF37F10011 M I LI � o I `t a O , , ' ail I j oN O _ —R~ „ II (n In „ v �'_---------------� I i cn �}oBEDFOW o�to, ELECTRIC SYMBOLS ♦ ♦ �'; �.-\ i m O �zNIn R SINGLE RECEPTACLE j8 BOX FOR LIGHT OR FANO W DUPLEX RECEPTACLE o FLORESCENT LIGHT ® •I^" r , \\ I I (n WC WATERPROOF RECEP. W/GFl RANG EXHAUST u L \\ ! Z O] GROUND-FAULT INTER. ® COUNG SMOKE DETECTOR --- -------------- ---------�1 0 f 220 VOLT RECEPTACLE 19 JUNCTION BOX i F— W TOP HOT s BOT.SWITCHED On AMP CONNECTS �� __ i C.) J Q i E SINGLE POLE SWITCH ® CHIMES BOX 4 16 THREE WAY SWITCH ® SPECIAL APPLIANCE f-' p k BOX FOR SPOTLIGHT V) O Z S. FOUR WAY SNITCH � WIRE Z � INCANDESCENT UGHTTHERMOSTAT WARE O O Z ❑ RECESSED UGHT CHIMES BUTTON U � _J p Q PHONE JACK © TV JACK Ow LrZ~O 2 Q Y EXTERIOR UGHT W;:;W UGHT BAR O o < _WO <�Lwi —It�Q.- N Q��61n� �W_ oLr),- �En Int''O 1. 210.12(A) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED 2141DISTIM ELECTRICAL IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, THIS F BUILDING @! HAS B RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT ExmAGTED RaLI AN APPROVED INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. FIs OR PER MODEL APPROVAL PAM It 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. PEW +#????/0#4500 4B 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) �77� 7��F.J TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: 1.THIS FXTORY-IIIIANUFACTUM HowFMH)PLAN HAS BEEN DERIVED FROM A r-0 0 SYSTEM MY OF FMH MANS APPROVED BY D.O.S..MANLIFACAIRERS APPROVAL O.0 NO.M 006-2 4-0756 D(PRATION DATE 7/17/2DI6.*NCH HAS NOT BEEN 0, u I IN 0 MODFIED ANY WAY. 2.THE ENERGY I'LANS ARE IN COMPUANCE MM THE REWRI30TS OF THE 019M Q ^u MSERVA"CONSTRUCTION CODE OF NEW YORK STATE. cl.I- > 0 m _r-Z z Lij�ao Z U 64'-6- z 66-0, 15-4- 21*-8' 271 6* t IS-11' u ---------------------------------------------------------------------------- - • ., . : ;* IS-8, IS-10, • --------------- ---------- ----------------------------------------------------- --- ------ ---------------------------- --------- 0 _7 LL I p-------------------------------------- rFF7 iW IC - -------------------------------------------------------- REACTM 0 FRAM -19.0 W. MAWTY �-Znkt. I 1 11 - POE/// SIDEWALL ANCHOR BOLTS(TMP) ---------------- LPUR 133 IdOs 1/2'@ 37'0.C.OR 5/8'@ 53'0.C. REACTION A FRAMER z FOR A LATERAL LOAD OF 18,538 IDSvgvggg 00 U 53 7- 26'4' 32'W Z t�m�.1;7 u .4 15 0 --I , -5, 5-1, 5-,. 5'-5* 5-4y'� 6'-5' 4'-437'1' REACTIONDFRkMEA ---------- F-1 --—-—-- GRKVITY-35.9 lap SHEAR=4.6*6 lim -Am •kfm K7W UPUFTz=ki,,, 2'- (D M (D • 20'1" 25'2' 29 7* 51-3" a'-1o5-1' T-1 T-1 5-1�n 4 5n 1'-5' 5'-5' 3" ------- ------ LLJ LLJ � L'i LLJ eL' LLJ W" 0- >: >: ENDWALL ANCHOR BOLTS(TYP.) w w w w Of cl:: ck:: Of G.F.I.RECEPT. 13Y OTHERS 1/2'@ 37'0.C.OR 5/8'@ 53'0.C. FOR A LATERAL LOAD OF 18, ;38 lbs 5_1. 4'-10' 5-1' 5'-2- 5'-2* 5'-2' 5-2" 5-2' 5- LLJ C14 c"I Lr)rR C,4 cj AAW ft�lf 7�W R/Rw� I---------------- > ME v) VIA- CEILING MOUNT 36'7' FFACTUN A FRAME B SMOKE DETECTOR �04 :2 0 _j ®R INSTALLED BY 07HERS SHEAR-2ki, Fq 39,-8* UPLV-12.7kk. rill, 4'-4' A----------I V) t C14 N 867Mf 479* cy) 14'-6" _j Ln REACTION A IW&IE 6 GRAVITY-I "/• cn —j SHEAR.:jlD kt UPLIFT-1121* (D 1 0 m ----------- -----------------------------I =D -------------------------------------------------------------------------------- cn LC) ---------------------------------I------------------------------------- • ------ ------------------------ ------ 0 1 Elf < F- ------------------------- S-63§' S-2' O _j Of =) I- En U) CD = :Z1 5'- 15-9r 24'-W CD C) S?Z: 1S-10, (-) -i cn_C) LLJ 0:� Ld CD 69=6' Co - F�z cE!i-- m < THIS FOUNDATION PLAN IS FOR DIMENSIONS ONLY. FOUNDATION WALLS,FOOTINGS. ffi(n (l) L_ 40 COLUMNS,PIERS,AND SLAB TO BE DESIGNED BY OTHERS TO MEET STATE AND/OR PC',4 Lo_lt M 5 SIR LLJ Lr)i!__LLj V) 4 tl(D LOCAL CODES EXISTING SOIL ANALYSIS. MANUFACTURER.ASSUMES NO ♦ BUILDER INSTALLED HOLD DOWN FROM FOUNDATION RESPONSIBILITY FOR ERRORS IN OTIFIE CONSTRUCTION OF THE FOUNDATION. ANY AND ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED FIED(AGAINST THE FLOOR PLAN TO STUDS�5.410 LBS.[SUGGESTED USP TD9 HOLD DOWN BUILDER COP )BY BUILDER/DEALER PRIOR TO FOUNDATION CONSTRUCTION. THE OR EQUAL AT EACH SEGMENTED SHEARWALL CORNER) BUILDER/DEALER MUST CONTACT MANUFACTURER. WITH ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. RXMAIM PLAN MANUFACTURER.WILL NOT ASSUME ANY RESPONSIBIUTY IF BUILDER/DEALER/OWNER THIS BUIUDW HAS BEEN EXCEEDS MAXIMUM SPACING OF SUPPORTS AS SHOWN ON THIS DRAWING. DOMTED FROM AN APPROVEDML I/am IT PACE 0: WINDOW CENTER LINE LOCATIONS FOR RAISED RANCH AND/OR SPUT-LEVEL MODELS SYSTEMS OR PER MODEL APPROVAL TO BE OBTAINED MOM"BUILDER COPY-DRAWNGS. REW S#????/0#4500 5A TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: t.THS FACTORY-YAINFACTLWD NOIE(F H)RAN HAS BEEN DERIVED FROM A (--CD ON-SITE SYSTEM SET OF PWN PANS APPROVED BY O.O.S.MANIIFACTOER'S APPROVAL oc 00 C4 RIDGE VENT&SHINGLE NO N ANY WAY EXPRATIOI DATE 7/17/206,NFICH HAS NOT BFDI 0¢-- CAPS FIELD INSTALLED 2.RE ENERGY RAMS ARE IN COMPUANCE MTH THE REQUIREMENTS OF TIE ENERGY w<4"U CONSERVATION CONSTRUCTION COO:OF NEW PORK STATE FLIP RAFTER/TRUSS EXTENSIONS .1 Ltj M C7 712A°s�z SELF SEALING CLASS'C OR z04 so BETTER FIBERGLASS SHINGLES z OVER 151 FELT PAPER(MIN) 12 z O Q U 0. 0 7/16' W.S.P.ON-SITE BY 7 { N W X LL 3 u U , ii�ii iii ii �i��rii umv�a mau imaawa �(jQ C 3 j� / i1E fIZS FEZ D�MNI�M � 7OF E " ii/j iii /�iiij� UZAa ZZ 11[a RRaZ6 7 m REFER TO RAFTER CALCULATIONS 108/01/14 0 0 0 N DBL 2X6 TOP PLATE,STUD GRADE 4 U) COMPRESSION R-38 INSULATION W/VAPOR BARRIE 1/Z OR 5/8' DRYWALL R-21 INSULATION W/VAPOR BARRIER STRIP(CONT.) (FIELD SUPPLIED AND INSTALLED) (HIGH STRENGTH 1/7 DRYWALL 1/2 PLYWOOD SHEATHING W/24' O.C. FRMG) 2X6 SPF STUD GRADE 0 16' O.C. i/lf TFERNI-O-PLY OR BETTER T DRYWALL EXTERIOR FINISH OVER AIR INFILTRATION MARRIAGE WALL SHEATHNG OPTIONAL 1/2- BARRIER OVER 7/16' AGENCY RATED SHTG O O Y O O O ON-SITE VINYL SIDING PAPER ON EXTERIOR OF THE HOUSE'WATER RESISTIVE BARRIER' mr Z Z CD a Z a PER THE 2009/2012 IRC `1 Y U CD Y CD 2X4 SPF/2 0 16' OC 1/2' DRYWALL W/DBL TOP PLATE 3/4' T&G PLYWOOD OPTIONAL FLOOR TRUSS PER (GLUED&NAILED) Z = = Z _uj APPROVED TRUSS PRINT7 Lu DBL 2x10 SPF#2 FLOOR PERIMETER _O = � c _O � � LJ� a a N a a 2X10 SPF/2 O 16' O.C. FLOOR JOIST DBL 2x10 SPF 12 CEILING PERIMETER Uid X CHUNG JOIST FSPF .C.CEILING JOIST � of Of � PERIMETER N 2x2 LEDGER OR JOIST HANGERS DBL 2X6 TOP PLATE,STUD GRADE 1/Z DRYWALL R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER 1/2' PLYWOOD SHEATHING 1%GE THERWALL SHEATHING PLY OR BETTER­--_ 1 7 DRYWALL 2X6 SPF SND GRADE 0 19' O.C. r> r7 T T 2 �} - MARRVGE wNt SFIFATHNG / EXTERIOR FINISH OVER AIR INFILTRATION w \ \ ON-SITE VINYL SIDING BARRIER OVER 7/16' AGENCY RATED SHTG Q n_ Ft7 m N (o PAPER ON EXTERIOR OF THE HOUSE'WATER RESISTIVE BARRIER" \ \ \ \ \ \ / 2X4 SPF 122 0 16' OC 2009 PER THE 2012 IRC N N W/DBL TOP PLATE 1/2' DRYWALL GRADE TOSILL PER DBL. CAULKING BEAD ENTRE PERIMETER OF EXT. WALLS LOCAL.REQUIREMENTS SEE PAGE 5A FOR FASTENING AND SPACING a GLUED&NAILED) OPTIONAL FLOOR TRUSS PER a O TOP OF SILL PLATE ( ) APPROVED TRUSS PRINT O rn gc'w(D 21!10 SPF/2 0 1G O.C.FLOOR JOIST 9 R-19 111 ULATION W/VAPOR BARRIER 2X6 MIN SP/2 PR URE TREATED SILL GRADE O tr (FIELD PPUED AND INSTALLED) 2x2 LEDGER N O OR JOIST HANGERS En (4)2X10 SPF/2 FLOOR GIRDER ANCHOR BOLT OR MIN ROVED FASTENER-` (Oj N BOLTED WITH 1/2' THROUGH BOLTS 0 6'OC ON-SITE BY OTHERS 3/8'XG'x9' MIN = I o STEEL PLATE Q O rn <z��is l r m J b O 0 O STEEL SUPPORT COLUMN(31 D BY OTHERS) I T1J + SEE FOUNDATION PLAN FOR PACING O m FOUNDATION WALL,FOOTINGS DRAINAGE DRAINAGE,ETC Z DESIGNED BY BUILDER PER LOCODES O I AND LOCAL SOIL CONDITIONS 3 1/Y MIN.CONCRETE FLOOR U _ O Of � 'F cj CD O z O_ REBAR MAY BE REWIREDO F- w a:LOLLY COLUMN/FOOTING Z = Q Y (PENDING SOIL CONDITIONS) w O F- :2 w O 7 MAX.DIA GRAVEL MIN. 4'THICK VAPOR BARRIER 6 MIL gu") O N�Ll RC3 J0 POLTVAPOR BARRIER, COMPACTED AND LEVELED OFF 9Q�= " <��15� (OR PREVIOUSLY UNDISTURBED) ��� 12'AT SEAMS ,w�w o n�w N 9'.4-�O C AM SECTION N THIS BUILDHG HAS BEEN EXTRACTED FROM AN APPROVED SYSTEMS OR PER MODEL APPROVAL SERA<//-w/ PAAE R PEW S#????/0#4500 7A TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT., RIDGE BEAM TOP PATE SPLICES SHALL PETh1 _ "L2,_l* DERIVEDDERIVEDA 0 o KENFROM PLO HAS p NAILING DETAIL OF 16d(0.162"X 3.5'COMM91K11MI#fAEByl p^� g7O.O.S,MAN FACM�RS APPROVAL A O oo N U �IDOO6-OB-066.DIPI ABON DATE 9/42/2014•*KH HAS NOT BEEN IN ANY WAY. O-M N MOD.TO MOD. 16d NAILS-FOR QUANITY 2.THE ENERGY PLANS ARE N COMPLIANCE NTH THE REUMNEITS OF THE ENERGY V U CEILING BEAM CONSERVATION CONSTRUCTION CODE OF NEIN YORK STATE. CONNECTION DETAIL SEE ADDITIONAL ?W PAGE FOR RAFTER FASETNING A>o o Z FACTORY'.NSTALLEp _————_—————— O r YSP RT16A EACH TRUSS 2x6 RIDGE BOARD I �ZOO CEILING PF)IETEA I Q y W vO TRUSS 6A TOP PLATE) FACTORY:NSTALLED I z Q 8d NAILS FACENAl ED 0 6"0. C. (PLATE TO PLATE FgCTORY NSTALLED NA •3 (J)16d NAILS Er DNAILED P AT TO STUD, 2x2 LEDGER 6d OSEE I INS'iNIM 1)LISP yBBUOPR 8d 6 APPROVED SYSTEMS I (SIPPED LOOSE) �PpR FOR OUANITY sxBE[no 2mo RaoR ; 6 C I a I ✓U j p'�•O.C'IE SV � FACTORY INSTA LED I A 6 66 EaA - - SIMPON H2.5A OR EQUA` I ���O�G�� .0 CONNECTION 0 912 LBS.) W = L _ 16 GA STAPLES SEE I I 0 < h APPROVED SYSTEMS FOR QUANITY I (IHSS•`ID 81�911Om I GUSSET PLATE I ( I Z NAILING DETAIL I GAME no zoo nm PERIEIEA I 1 o I �Ui u �g p� ��g I I TRUSS BOTTOM CHORDGTO TOP PLATE° L—————————————J o Y O o 0 G r z z o w z m RIMa5N2 (D Y CD TO.Ofil- AO EA 100 8 RIO 5 7 p C FACTORY INSTALLED r'ALL (1) GING�NAIL (BOTTOM PLATE TO PERIMETER) 01 ED SNRO(N NpEy(A FACTOR" INSTALLED O_ w w Z J J ISD 20 GA. GAL. STRAP X 1 1 2"W X 12" L W// 8-8d NAILS � � O = � EACH HALF (OR EQUAL CONNECTION OF 9T2 LBS.) (n l J d 0- N d d 22 jII'I I LLLJ w 11 _ •I w w w w fll InI - I ft� Of 1 n InI ��I II I 2ND LEVEL ENDWALL - SITE INSTALLED 16d I n I I T I n I I RIOP4PDS" .CAROUND PERIMETER OR MF AE ® S" OC(22)3/8"x6"AG SCREW ALTERNATING SIDES ON SITE I EI I II I I M EQUALLY SPACED I I( I R I i Ij A j G STANDARD STRAPPING DETAIL r7 1�'T l I n I n I l n iII Iii A -.4- NAILS TOENAILEWm7" O.C. AROUDPERIMETER 02p DDELAROUND Flo I•5F- -_ �U ^i hI.1 bF 02.0• o \ \ -- � \ \ o I r i 554'10,0TO 6100 IA 5Ln N N 2x2 LEDGER I n I j1 J A�� (2) RIIN Sd N R i IR I I In lam'. ENO Ep SNE 0 ILHA6Y�� or J � o rn 6 u InI( o rn w� MOD.TO MOD. 1 i it I I I 0a� � � FLR&CLG GIRDER CONNECTION DETAIL o m d L (n H (n �{ N E Ye•0 LAG SC O U CV (22)3/8'x6•LAG SCREW V _ I og M ALTERNATING SIDES ON SITE EQUALLY SPACE p�" �`• y. ► Q O <Z ACV' L17 16"0.C. o 0 O { I m 2x2 LEDGER W FASTEN SECOND LEVEL CORNER STUDS WITH z O (2)ROWS OF 16d COMMON NAILS @ 16'O.C.OR O m USE(6)1/4'DIA.LAG SCREWS EQUALLY SPACED U Of _ OR USE(6)318'DIA.LAG SCREWS EQUALLY SPACED OfH FASTEN FIRST LEVEL SEGMENTED EDGE STUDSWITH (n O O ON-SITE POST A sA Z Z Orrg8 (2)ROWS OF 16d COMMON NAILS @ 8"O.C.OR O O Z MOD.TO MOD. USE(25)1/4'DIA.LAG SCREWS EQUALLY SPACED O :m _ O FLOOR GIRDER OR USE(19)3/8"DIA.LAG SCREWS EQUALLY SPACED CONNECTION DETAIL - OHIO /1 4 w � o 00 F--g Lnl__ Li O L() SEN v`�O (n�Li g0 � 9wJoC-4w ::::) ��0 FACTORY INS]ALLED d NAIL 0 6 O.C. U ENDWALL & SIDEWALL„- SITE STALLED„1/2" DIA �BOT'ON PLATE TO PERIMETER) ANCHOR BOLTS P 37 O C. W 3' X 3 WASHER AND 15 MIN. EMBED NT STRAP SILL PLATE T() WALL )V 2 GA 9•EAPMIALL FAST@!Ip pEiAE,g GAL. STRAP X ACH1 1A/2 X 12'L W�10 FACTORY INSTALLED / EQUAL CONNECTION CONNECTION 0(OR 21 LBS.) EACHAHALFL(ORAP EQUALCI�NNECTION OF 9T2$g8�NAILS THIS BUILIANG HAS RFFN ANCHOR BOLT DETAIL F AN APPROVED STANDARD STRAPPING DETAIL spEGSSOR PEER MODEL APPROVAL f/ma If PACE# 1ST LEVEL SIDEENDWALL-SITE INSTALLED 16d NAILS REW TOENAILED M S�O.C.AROUND PERIMETER S#??��/O� -^oo �� 1ST LEVEL SIDE ALL- SITE INSTAL-ED 16d NAILS -/_/ �/TI`h/ TOENAILED 0 5 O.C.AROUND PERIMETER TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: O 1.THIS FACTORY-NAINIFFACILRED SYSTEM SET OF FMH PIANS BY PLAN Q,YANIIFACIURER'S APPROVAL Q 00 N C4 HAS BEEN DERIVED FROM A O ��006-OB-DIML I IPIRARp1 DATE 8/22/2014,M ICH HAS NOT BEEN IN ANY WAY. O,—C'4(V 2.THE ENERGY PLANS ARE IN COMPLIANCE NTH THE REDUINEIIFRTS OF THE ENERGY 6 Q V U CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. OBL 2I NATER DBL 21L NAILER ''O O••� ATTACH TO STEEL RANGE ATTACH TO STEEL FLANGE DOL 2A NAILER A S N,� ----� DETAIL O DETAIL A w/r DIA A307 BIRD BOLTS w/r Du Awl TRu HOTS ATTACH TO STEFL FLANGE Z O e 1r O.C.STAGGERED DETAL A DETAIL A e 1r o.G s A ERFD - r oEUIL A nEo�A w/t DIA Awl TK+u Bars ¢O W --- -- — e 1r O.C.STAGGEREDWWI rn z O¢U ' ' ; 21 NATER M al 'i 271 NATER 2%NATER N.a x V'3 ATTACH 70 STEEL FLANGE ' i i w/r DIA Awl TH O Bars i i i i �DumA3077TiHceu STs l__ i ATTACH ou uo7�irRANGE E u BOLTS a 3 O 21'0.a SGGCFAm IMP. __ _ - - O 24.0.0 STAGGERED TYP. - COLUMN FLANGE TO FLANGE 13'-SIJ§' COLUMN FLANGE TO FLANGE 17'6Y• O 24'O.C.STAGGERED,TMP. COLUMN FLANGE TO-LANA 11'1Y• tg rvaj� g DBL 2K NATER DBL 2K NAILER Q CI Al ATTACH TO STEEL FIANCE ATTACH TO STEEL FLANGE �' DBL 2%NAILER _ OETAl E OPAL G �B w/r DIA Awl TRU BOLTS w/r DIA AOU7 TIM BOLTS ATTACH TO STEEL FLANGE V Q ig e 1Y O.C.STAGGERED DETAIL B DETAIL B O 1Y 0.G STAOaAtD w/r DIA A307 THIN)BOLTSRpm W S $ DETAIL 8 - OLTAL 8 C 3 _ OtY1� -- O.C.STAGGERED� 1 � LOP OF FLOOR SIEATFeNG I LOP OF FLOOR SHFA7FNG 1 2 a i M'II,b.T 19 i w1463 w1443 ' a O E J E 0 g A N U L OETAL F OEGL H __DETAIL C /- DETAIL C DETAIL C - --- I 1- --- DETAIL c DETAIL c Y O O TOP OF FLOOR 9EATHHING I - 1 1 I 1 m Z Z W Z d SHEATHING MCBEE ' ' I TOP a caNcaElE 1 I TDP a coNaEiE TOP GE CONCRETE OUTSIDE TO MIO COLUMN 9'-9)4• G OlT90E DISTANCE MOOD 10 HOOD ILS-5'�— I �$ OUTSIDE DISTANCE MOOD TO M000 15•-!Y G OUTSIDE DISTANCE MOOD TO MOOD 15•-B• FBEILM fBel�_O FRAMEA Z J J Z J J 0 � W W � W W wrlvaay NerisO d � W �- 8 5®al.nw em BoaLLJ � d W W W' W W db 11��y"'wE Y r asx d tY (if Q:� Of %m w w w� axE rm als w.9E nm a xw[ a wrw %m m xwE x.M oaa ups�� ns �A sx1,m n.9E lxxwl woq a wwa � N®la wiaxxi,,�w - rla6arxw n a[ s+n,u a1w pw wxararxr �2 �2 M DETAIL A DETAIL D a a "' rn N � \ rr.r.6, sasaaa.lwalaana DETAIL G o fwo,ay � it N � N CD c of 8 81911 E loll ala ROL .ax1 (O t% _ a wall ala a6 Tax sW oa a wwa •gFal M wAx —_____-- wu x'�1a`u�a � (T�O w� DETAIL B DETAIL H CD I— o V) DETAIL Evi U N J I II 11 6Krswmrwarw u6.m J � � I•l�j ����iiiiiiii������ wsa..lra.,wr,s6wa..xw was.x,a6 swa=rwsay f.P.rw awwp aww61pK e6a baa wuxam®wa9a woos 1 II ' O W>-3O ti(.() __ _ M 1 _______ w_a_w9w ayelxy II I p „.n�°.s m,w xa wla 3DIpL9f®B__ 1 iI O 1 m w��J - Vt ruNxra6wa6aa9a !w OWww aFyra 6wwww.lxaxw— .ww9a,w.r _ CD DETAIL C _ C.) < _ � � S )► DETAIL F FIRST FLOOR DIAPHRAGM TO STEEL FRAME DETAIL U) o CD (D of zo Y" y,A 'afa o clv- C) WF-- J Olf) u c111-4- P" O i 1 xNw.r uc soas x x 9e Ui U-)w KD Vim)R o�0 -- 9a9 NMai % 787�� sir.r Ms>o�.x ac STEM FRAMI NO EOETAL.S AwI� THIS BUILDING FURS BEAN •CSF 4$�� 1 GE as ww saa xs a.ww y CaRACTED FROM AN APPROVED SYSTEMS OR PER MODEL APPROVAL Oft 1/ORDER 1 PAGE R 08/01/14 EW S#????/0#4500 7C SECOND FLOOR DIAPHRAGM TO STEEL FRAME DER TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: O 1.THIS FACTORY-YNIOFACTWO HOME(FMN)PLAN HAS BEEN DERIVED FROM A l-O O SYSTEM SET OF FMH PLANS APPROVED BY O.O.S.,MANUFACTURERS APPROVAL NO.M 006-06-066,DPIRATION DATE 9/12/2014,MHNM HAS NOT BEEN a r- N U N ROOFED N ANY MAY. Q 2 THE ENERGY PIANS ARE N OMKIANCE WITH THE REWREMENTS OF 7HE ENERGY 6+Q 4 U CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ,.J L7•,r-V Q UJ-m r O V NO x Q SNz zowSo p� !* azo¢'' �* W s $ ort-ss 0 z � 08/01/14 ° (1 U 47/50 DP RATING } 0 o Y O o O m z z o a z w `1 Y U 1 9 Y (9 DOOR AND WINDOW SCHEDULE CLEAR OPENINGCLEAR OPENING WINDOW ROUGH OPENING LIGHT VENT AREA U-FACTOR QUANITY WIDTH HEIGHT ANDERSEN ADH21060-2 5'-8"X 6'-0" 22.76 12.9 32.9 0.29 2 29.1875 31"(EACH) ow w o w ANDERSEN ADH1860 1'-8"'X 6'-0" 5.39 3.36 9.52 0.29 7 15.1875 31" > a_ a > 0- CL ANDERSEN ADH2660-2 5'-0""X 6'-0" 19.34 11.14 28.94 0.29 1 25.1875"(EACH) 31"(EACH) w w CL � w W El' EC El' Of ANDERSEN ADH2630 2'-611'X 3'-0" 4.02 2.42 7.16 0.29 8 25.1875" 13" ANDERSEN ADH3030 3'-0"x 3'-0" 5.09 2.99 8.63 0.29 2 31.1875" 13" ANDERSEN ATF3016/ADH3030 3'-01'x 4'-61" 7.79 2.99 12.83 0.29 1 ANDERSEN ATF2616/ADH2630 2'-6"x 4'-611 6.02 2.42 10.46 0.29 1 Q NCIS ANDERSEN APW4860 4'-811'X 6'-011 21.53 0 27.34 0.32 2 N ANDERSEN ACRD20 2'-011'X 2'-0" 2.02 0 4.58 0.3 2 ANDERSEN ADH2848 2'-811'X 4'-8" 7.79 4.5 11.99 0.29 4 27.1875" 23" r EY ANDERSEN ADH3254 3'-211'X 5'-4" 11.39 6.41 16.36 0.29 4 33.1875" 27" = o Q N J 8 ANDERSEN ATCTD34/APW3454 2'-6"x 4'-6" 15.04 0 22.54 0.3 2 0 C W� O F- ANDERSEN ATAD6028 6'-0"X 3'-5 7/16" 15.83 0 18.5 0.3 1 A ANDERSEN ASW 9'-11/4" 9'-13/4"'X 4'-71/4" 22.58 0 33.13 0.3 1 0 o ANDERSEN APW6040 6'-0"'X 4'-011 17.85 0 23.38 0.32 1 N ANDERSEN ADH2660 2'-61"X 6'-0" 9.67 5.57 14.47 0.29 8 25.1875" 31" -, 1 o --jcn Wr Q 3o co DOORS ROUGH OPENING LIGHT VENT AREA U-FACTOR QUANITY o �zN � _ m ::D FWSLS-1-17611-FWHID60611-FWSLD-1-17611 9'-2"X 6'-11" 36.5 38.6 22 0.3 1 m FWHID60611 6'-0"x 6'-11" _ 30.5 38.6 43.1 0.3 2 o m FWHID50611 5'-0"x 6'-11" 28.6 34.6 34.5 0.3 3 u Q FWTD-1-3114/FWHID31611-FWTD-2-6014/FWHID60611 9'-7/8"X 8'-3" 28.7 19.3 38.7 0.28 2 o FWHID31611 3'-1"x 6'-11" 17.3 17.3 19.8 0.3 1 0 :Z: 0 a w 0 0 F- Ln F- Lio0 U) ffi(n g v'30 (/7 w=O 1d- !j<WC14 Q�O gLf)19 -st 2wpn, w�cng 1- DOOR AND ViFOOVF 812VO ML.E THIS BOLLDNG HAS BEEN D17RACTED FROM AN APPROVEDM SYSTEMS OR PER MOAPPROVAL sleAl F/°�+F PAGE k REW S#????/o#,4500 8A • • TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT.. O 1.1RIS FACTORY-MANUFACTURED NOW AFMH)RAN HAS BEEN DERIVED FROM A (�r-O O SYSTEM SET OF FMN BANS APPROVED BY D.OS.,MANUFACTURER'S APPROVAL 00 NO.M 00"S-W.EIFRATION DATE 8/72/2014,WHICH HAS NOT BEENQ_r N N V z THE DRERDY PLANS ARE R COMPUANCE VAIN THE REauREMENTS OF THE DIEM cY,Q v^U CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. 0, .�vj..MC7 xo�o�U in 4S-z TnzOQ� Com,'W o >- u U -� II 7851 C — ! i O� j 08/01/14 Z ° ---- .-I I 0 I / z z o M z M C-D CD ------------- Ali! `�V % .'•'�; ------------ Cr Cr Cr Er W > > w > > W W Cif W W rr Er Er Elf LLJ I �} \ d \ :"�--'-------------4 - I c \ \ \ \CN \ \ j d `n N N I I --- ��- ---- O�O r-----T�-------r-r--------� --------------- O g O F;~ I 0f � O j j 0 I J fi v~7 o rn go 0 Ili ii ii I i o04 j I --� r-----� r--------- I j I I I I I 1 I O Cr I En j I II II I I O N ^ L-- -JL-----a U N i v• i i--- r--) -- i i — I Imo') i i j j j j j j J En W>o(14 CD (o A a i m o �z6i j Iii it li i 0 U- ! o O i I En 11——iL—J o j m CD -------------� o m Fckf � J Q EnO C D 7e Z g Z CD O Z U m --E O p-0 W W � m J O ATE: NEW YORK O O�Nm—>�o Ll U-) � 14540 WINDOW AND DOOR BTU/H LOSS w �s`�awE�iT c)Go 6636 WALL BTU/H LOSS 10053 CEILING BTU/H LOSS 9550 FLOOR BTU/H LOSS 36806 INFILTRATION BTU/H LOSS Or grORY HEAT PLAN 77585 TOTAL BTU/H LOSS THIS BUILDING HAS BEEN 22732 TOTAL WATT LOSS EXTRACTED FROM AN APPROVED 91 FT. RADIATION SYSTEMS OR PER MODEL APPROVAL �'°""�°�" P"�" 142 FT. HWBB REW S#????/0#4500 9A TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: o I. THIS FACTORY-MANUFXMIRED SYSTEM SET OF APPROVED BY D.OS.,MANUFACRFO*S APPROVAL A OD HAS BEEN DERVED FROM A 1-00 N U � INANY WAY. IDODII—OB—O6&DIPRATION DATE 9/12/1014.WIRCH HAS NOT BEER O r-M N 2 THE ENERGY PIANS ARE R COMPUANCE MTM THE REQUIREMENTS OF THE ENERGY CY,Q VU CONSERVATION CONSIRIICTNMI CODE OF NEN'YORK STATE. .-I Q.M , Q o-�r Lal n M C� x0h0.� N ¢�wno tJ !► Gnzzx " C-4W0. r--- - - -------- ----------- -- � U — ---------------- ------------ -- s s 78751 I 08/01/14 F ----- ----------- 0 — - I--, u I jr --------------- j I i!-•-yam, •\ '1 I j � ;r-\� i I j y;<.\ �•.� \\ '\ I l l j i! i i �'`\ I I I m `1 Y U C'D Y C7 \ Bbl i i ... li i 2 i � ii •\�� __ I p W W OO j w N W a •'�� __________ 0-i ] Er W W W W ck� W W j EY Er Er Of I I I I \ d \ \ --'O' c0 .O ---------- ! \ \ \ \ \ \ C() N N ---—-----—� i I O.................p ------- ----------------- --- - ( I O r---i I I ! Q i I o rn o W0 i I I I (D I I ~ V) v'D CV <z oN�� j I j i m J m r}I O p Z m \ ------ / U Q $ (n O C7bi Z O O Z U � J p 0�0 w Ck:: mef = < `1 W J O STATE: NEW YORK �� � � Co 14540 WINDOW AND DOOR BTU/H LOSS fv)gar_�O cV cn�UC> :�CT�tD= 6636 WALL BTU/H LOSS 1w�-SYY-D e-Q W 5cn 10053 CEILING TU/H LOSS 9550 FLOOR BTU/H LOSS 36806 INFILTRATION BTU H LOSS 2MSMW HEAT PLAN 77585 TOTAL BTU/H LOSS 22732 TOTAL WATT LOSS THISFROM APPRO� 91 FT. RADIATION SYSTEMS OR PER MODEL APPROVAL "RN'A/ORDER If P. R 142 FT. HWBB -PEW A VI11'' S#????/O#4500 9B y TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: O � si � SAseiS�Vse S OF MANS APPROVED NTDo.MANUFACTURER'S APPROVAL A 00 00 O NO.Y 006-2011-075.EIPRATKR DATE 7/17/2016,NNCH HAS NOT BEEN Q r N U MODIFIED N ANY MAY. O— CIO 2.DE ENEM PUNS ARE N COMPUANCE NTH THE REQUIREMENTS OF THE DOOM a Q V"'u CONSERVAIM 0061RUCTION CODE OF NEW YORK STATE. a I-- M� ";O^W ]"OHO.] °z "vo uS ����•S k �zo¢3 ji Nwa� �► � o ? w = $ m fl 7g75'� ' A � o m �4FE S N z F0-8/—O 1—/l4 ° III H� U I� NI �I I a jj m C) Y O p0 m Z Z p El Z d. CD II Ll Z J J Z J J H IT 11, 1O O L-Li ui cn W CL Cl j CL CL cr- ck� Cl � � � W W W W CY [if (Y Cr u cl� } N < OO P IN J (n i� o rn�oW� 1n � fif� ii O qyQ J � LO `z o05(.0 m p ZD J m O ? I m z O O m Ns I U Q � cr- =) p 3'-516 6'-8" 26'-6X" Z � Z U O Z 50'-0 U J O p�0 L,I 'r W M J O 55'-8" LF7 ♦— O pC.(=) C� E— gF- po cn zL-=o ma 19 z0 TSr SPORT'FLOM FRAW40 THIS BUILDING HAS BEEN M AN APPROVED SYSTEMS OR PER MODES APPROVAL FLOOR FRAMING EXTRACTED FROM SF>rw//oROEn/ pAff/ 2X10 SPF#2 JOISTS ® 16" O.C. PEW S#????/0#4500 10A • + TO THE BEST OF MY KNOWLEDGE,BEUEF AND PROFESSIONAL JUDGEMENT: O 1.THS FACIORY-MAKFACAM HDIE(FMH)PUN HAS BEEN DERVED FROM A Q[-C:) C) SYSTEM SET OF FMH PUNS APPROVED BY DAS..MANUFACILRM*S APPROVAL ND.M 006-2014-075.WfUTION DATE 7/17/2016,*"HAS NOT BEEN Q r N N V M 110DFID N ANY WAY. 2.TIE ENERGY PIANS ARE N COMPIIN CE NTH IHE REOUIREII NTS OF THE ENERGY CONSERVAININ CONSiRUCTNN CODE OF NEW YORK STATE x0r_ �zzwrso Enzxu NL4a.�3 21._8. 77._4. .P^ 0 % � M========== TO THE BEST OF MY KNOWLEDGE,BEUEF AND PROFESSIONAL JUDGEMENT: O �E r s 1.MS d SET OF FUN AMS APPROVED BY PLAN HAS BEEN AC URE'S PPR A h O Iq YOO6T20 4-075.E�10RATION DATE7/17/2016,7/li%2016,MANUFACTURER'S HAS NOT MEN p r MN.>" MODIFIED EN r ANY NS oQ 4 Q 2. ODI IED IN PUNS ARE N COIW DANCE NTH THE REDUIREYENiS OF THE ENERGY ODRSERVATNW CONSTRUCTION CODE OF NEW YORK STAIE. M"t AOOOZ NE zIx no zzx r'-s' Iy======= TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: 0 1.1"S FACTORY-MANUFACTUREDHDMQFMH)PLAN HAS BEEN DINVED FROM A r-(= C) SYSMd SET OF FMH PLANS APPROYED BY D.O.S.MANUFACTLIRER'S APPROVAL 00 00 C',U W M OD6-2M4-075.DMTION DATE 7/17/2DI6.*VCH HAS NOT BEEN r-" MODFIED IN ANY MAY. C) 2.THE DR=PLANS ARE IN COMPLIANCE IMTH THE REWREWNTS OF THE ENEMY <4 u COMSERVAIM CONSTRUCTION CODE OF NEW YORK STATE. cl"r-"t > cin C7 x00" r-z 0 <V)4 xu, N E Z Cq W I U I Lu - ----------- -------- ----------- 1 151-1--- t- f- 78751 C', A�� OFESS Z C) F0-8/-0-1/174 u I—ol U ---------------- --- --- ------- --- ---------- - CZ1 m C) F7 E– GL— m ic: ic: C-) CD CD F6 G4 F.5 G5 F4 -,G6 F3 F2 2 Lu w LD U-1 w Fl —i of Ck!: Of Q� W n- 0- n– of LLJ Lli ck� w Lli A 2(�2) �2 LA !�R 0!� ch: ft� cr_l 2 < cn < cl, < < 1 4 - ------ ----------- -- ----------- --- ---------- --- ------------ - ----------- -- --- --------- Fi 1-20 J I2 I2 L.,J C,, C) r I S12LJ U-) Fl Gz F2 A6 >- F3 F4 G4 cn a,NCD c) W C-4 F6 C) F7 IF F cn cn cn 0 0 --- ------ --- --- ------ B2 CY) Cf) W>- BlGQ C) CD U Z C L A 2( 0 C. 0 m :mD P C) ulj ------------- ---------- --- ---- ZD cr- =) Cf) C:) CD (D --i CD C) CD CD CD cn §L, lc�l ?w: ) la< <§::::) ,I- C) 20 STORY CE LINIG FRAMING THIS BUILDING HAS BEEN EXTRAC MOM AN APPROVEDPACE ft SYSTEMS OR PER MODEL APPROVAL p E w s#????/0#45001 10D