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• TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p , I.THIS FACTORY-MANUFACTURED HONE(FMH)PLAN HAS BEEN DEMVED FROM A QO O SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL Q'00 00 N U NO.M 008-OB-066.EVIRATION DATE 9/22/2014,ANKH HAS NOT BEEN M IN SHEET# DESCRIPTION 2I1/� 5� 2.THEMODIFIED E ENERGGYµPUNS ARE IN COMPLIANCE NITH THE REpMEMIENTS OF THE ENERGY a U ION CONSERVATCONSTRUCTION CODE OF NEW YORK STATE r Q 1 COVER SHEET x j o�w OCCUPANT LOAD: 1 & 2 FAMILY O n 2A FRONT ELEVATION z x �a USE GROUP: SINGLE FAMILY Q Cn z><w X 2B REAR ELEVATION 2C LEFT/RIGHT ELEVATION CONSTRUCTION TYPE: VB N ua a Q 3 LT3 3A 1ST STORY FLOOR PLAN Icon - Legacy Custom 38 2ND STORY FLOOR PLAN DESIUM LOADS Modular Homes LLC 4A 1ST STORY ELECTRICAL PLAN ROOF LIVE LOAD: 20 PSF GSL ¢U w 4B 2ND STORY ELECTRICAL PLAN ROOF DEAD LOAD: 10 PSF 1�T*qL C7 5A FOUNDATION PLAN CEILING DEAD LOAD: 10 PSF - _qC0EGACY 246 SAND HILL ROAD w SELI NSGOVE, PA 17870 yya a 6A 27'-6" 7/12 RAFTER CEILING LIVE LOAD: 20-PSF (STORAGE) / 30 PSF (HABITABLE) 8 PHONE 570-374-3280 T°o 6B 27'-6" 7/12 RAFTER CONNECTIONS FLOOR LIVE LOAD: 40 PSF FAX 570-374-1122 z 6C 27'-6" 12/12 SHED DORMER RAFTER FLOOR DEAD LOAD: 10 PSF T WWW.ICONLEGACY.COM 6D 27'-6" 12/12 SHED DORMER RAFTER CONNECTIONS HORIZONTAL WIND LOAD: 120 MPH (3 SEC GUST) Custom Modular Homes, LLC 7A 7/12 CROSS SECTION EXPOSURE: C 7B 12/12 SHED DORMER CROSS SECTION GROUND SNOW LOAD: 20 PSF 7C HOUSE SHEARWALL FASTENING DETAIL SEISMIC CATEGORY: IC0 0 7D GARAGE SHEARWALL FASTENING DETAIL I>7 z z J a Y Y m (� (DAppL�(�A[o3LC�CODES 8A D&W SCHEDULE 9A 1ST STORY HEATLOSS 2010 RESIDENTIAL CODE OF NEW YORK STATE IIIIIIIiIIIIIIIIIIIIni 11 It 1111 11 Ili 11 111 11 HII IIIIIH 11 1111 Hull 11 1111 11 111 11 Hill 11 Hill 11 111,11 11 2008 NATIONAL ELECTRICAL CODE 9B 2ND STORY HEATLOSS ENERGY CONSERVATION CODE OF NYS-2010 EDITIONI41H 11 11 1 _ J J I kilill 111111 Hull Hull Hull Hull Hull Hull! Z J Q Q HullO �12 1. _ L'-I J Z Z J 10A 1ST STORY SHEAR WALL PLAN � �! (n —I Q Li Li 10B 2ND STORY SHEAR WALL PLAN w RES CHECK ' ` 1 HIGH WIND CALCS ROOF TO EXTERIOR: R-38/R-27 BETWEEN KNEE WALLS / ®©o l N EXTERIOR WALLS TO EXTERIOR: R-21 ®0130 0000 FLOOR TO BASEMENT OR CRAWL SPACE: R-19 (ON SITE) C) C) N a (n F\$O wC) REVIEW OF THE STRUCTURAL ffEMS BASED ON THE LOADS PROVIDED BY ICON LEGACY CUSTOM MODULAR HOMES �,..�.�•,. Z O R.A. AND P.E. STAMP + Ln z 0 � o � o LLJ o � _ p� J U W&¢ _ �- JO c0 c^O gQ.-Y�N QzZw THESE DRAWINGS ARE DESIGNED TO BE USED 51_J o-�aL'i8En 078T51 oho FOR THE CONSTRUCTION OF FACTORY BUILT Pvss HOUSING UNITS. THESE UNITS ARE DESIGNED IN ACCORDANCE WITH THE APPROVED SYSTEMS COVER PAGE 05/13/14 PACKAGE AND THE APPLICABLE STATE L s lliiiFIRM HA M KD1iAaRam SERIAL 1/Oil/ PAc1•:R BUILDING CODES AS LISTED ABOVE ON THIS 9YlORPRMMI1APPROVAL S#????/0#4676 PAGE. + ATTIC VENTILATION REQUIREMENTS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p o I.THIS FACTORY-MANUFACTURED HOME(FMH)PIAN HAS BEEN DERIVED FROM A WS APPROVAL 00 O 2420 SQ.FT. / 300 = ! 8.07 'SQ.FT.OF VENT REQUIRED No M�ooe�a�B6.E�RATION DDATE9/22/2014.U41CH HAS OT BEEN Q r`�'I N V M— MODIFIED IN ANY WAY. :4 a Q 44 LN.FT.RIDGE VENT= 5.50 SQ.FT.OF VENT PROVIDED 2 ON ENERGY PIANS ARE IN COMPLIANCE PATH THETATE.REQUIREMENTS of HE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. .a 88 LN.FT.VENTED SOFFIT 5.50 SQ.FT.OF VENT PROVIDED 0 xo�o� Q o .� NE <cnZ U fu � u U � QxW � L 78T ¢a � W 05/13/14 0 H� U r o o cn o 0 CT] Z Z J !Z !Z 1 � J J O :!E W J Z Z (n W d 2!: 12 _ 12 9 � w w w w w 9 IN Ld III.I I, ® ® ® (nEEH \ \ O o rn N -Id- i I _ � 12 R p 5 g F- -C:) -- ,., El EJ 0 FE-11 FE11 El F071 o 0 a� N Z ON N 1117ffi IF�FMIO H-- CJ PORCH ROOF BY ICON �, g FRONT ELEVATION PORCH AND POSTS BY OTHERS z a o o w U oQ w a- Y co co �Y = O F-- gQO N Z sW�J oM aW FFAW aENAYM TMS BI.IUND N,Ys BEER sum I/SER I PACE I D IRACCTEDFRONAN APNIOND SYS1D6APPRWAI � S#????/0#4676 2A TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MANUFACRIRED HOME(FMH)PLAN HAS BEEN DERIVED FROM A Q r-W O SYSTEM SET OF FMH PLANS APPROVED BY DO.S.,MANUFACTURER'S APPROVAL Q r 1V CV U N0.M 006-08-D56.EI�IRARON DATE 9/22/2014,WHICH HAS NOT BUN M C-4 MODFIED IN ANY WAY �I Q U 2.THE ENERGY PIANS ARE IN COMPLIANCE PATH THE REOUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE .a a M Q x>�oa a0Sr-Z �sC1 zz o }� `nzoa� r4 W Lu C,3 aW o � 05/13/14 u F r o o (n O O m Z Z J El d Y Y m C' C-D I ME J J Z J Q Q O W J Z Z J tY Q W W Cl — W Z W Wao� W W LY I Qf I M C - � ) CY O N o En O w� sZ gc:)~N Z O U REAR ELEVATION cn Q C Z U O 1— O U w U wQ = 0 Y 9(n c0 E Q 5W��gr7CW§V) �O PEAR 9.E-VATM DnRAc1M FR(M�APPROWD �'4 i/01r0F12 i PA4f R SS1E115'�APBIMAI � S#????/0#4676 2B TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: 1.THIS FACTORY-MANUFACTURED HOME(FMH)PIAN HAS BEEN DERIVED FROM A0000 Q O SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL Q r cV N U N0.M OD6-WO66.EID'IRATKIN DATE 9/22/2014,WHICH HAS NOT BEEN O•�M '„ MODFIED IN ANY WAY. QU 2 THE ENERGY PLANS ARE IN COMPLIANCE WHH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. r-a a T+rj Q 0 OO j 12 Qce vrz z�w -o Nwa`L3 U `' Qw � o � W x r 3 O n O � 0 O OF +Hll M-i U U U 11 LiW LiLu r o o En 0 0 � - ----------- m z z a I I I I I I � I I I I Z J Q Q I O o M w z z I cn = = z w a ------- I ------------ L 12 RIGHT SIDE ELEVATION �7 L�I-j <'- � M Q N CJ) _3-7/8 12 rn N a\ O te N o N w `— `9 Wr a0 m rZ RCN ----------- T-� G �" 0 I I p ~ > w bt ( to Q =D ul 0 1-- I J I I Ld �'Q = 0 r- 1�� Q 4T 75t fv~)� < ffiZ44-4t 0 I2� cn L- - -J 05/13/14 Lff-`r/n V-ffB ATKM LEFT SIDE ELEVATION 116 BIW➢RI9 NAS BEDI 5=//am/ PAM k DIRAM RM AN APPI sslDrsal-0 a m ,wrawa S#????/0#4676 2C TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p I.THIS FACTURY-MANUFACTURED HOAE(FMH)PLAN HAS BEEN DERIVED FROM A r-CD O **ENERGY STAR** NO LOT LINE FIRE SEPARATION REQUIRED SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.MANUFACTURER'S APPROVAL ¢00 CA U NO.M 006-OB-066.EXPIRATION DATE 9/22/2014,WHICH HAS NOT BEEN O.•+ p^y MODIFIED IN ANY WAY. UNLESS SPECS OTF BjWISE c')v 2 THE ENERGY PLANS ARE IN COMPLIANCE V41H THE REQUIREMENTS OF THE ENERGY 64 Q U CONSERVATION CONSTRUCTION CODE OF NEW YORX STATE. -'J i -1 ^ REVIEW OF THE STRUCTURAL ITEMS BASED ON Q a s-z THE LOADS PROVIDED BY ICON LEGACY CUSTOM ¢ w k MODULAR HOMES i° �z p< Nwnxw3 e? �4 f ss 05/13/14 w = r 1 ¢ 3 Q yP 68'-0" 24'-0" 44'-0" ZO 0 77'-0" 17'-1" 28'-0" 38'-0" I--I 3-2 R I DATA PLATE,STALE 3-1 I/2X/1/4 3-2X65PF/2 3-2X6SPF/2 HEADER (2)24210 LABEL LOCA. SLIVT_RLINE 6068 LVL HEADER HEADER 3056 HEAOEIH 3056 2 3-2X85PF/2 wl„� 0 O O �� 10'-103/8" 21'-0 . HEADER .�.'� FAQ 612 91116 - r o o Ln O O U356 3/01/2 LIT= " I Y Y m clC7 23'-5Y4" 0 _ N i 2'-0" - KITCHEN -' -I ' DINNG ROOM LNMIG ROOM Lu S-y' B30 B70 140.33 SQ.FT. of ROOM i 271.25 SQ.FT. of ROOM 11.23 LIGHT RI 21.70 LIGHT REQ'D. " 5.61 VENT REQ'D. I 10.85 VENT REQ'D. g O J J 30.80 LIGHT PROVD. 53.60 UGHT PROVD. 5 n (D :2 Ld w z Z 15.28 VENT PROVD. 27.68 VENT PROUD. A V) Q L� 11'-AND SUFFICIENT LIGHT&VENT PROVIDED. I SUFFICIENT LIGHT&VENT PROVIDED. � w � Z 0- w w w Of LY ------------------------------------------ h 16'-7Yp - ---___ ______________(2)1_1/2'X20.-LV_L SEACH SIDE)CM PED HEADER2________________________ P 2/6 2/6 2/6 /6 (2)11/2'X16'LV.L(EACH SDOEXDROPPED HEADER) _ ___ ---------------------------------------------------------- N LLJ N I Q N Cr Cp 2 .- -------------- I \ \ N O i � m N d- � I GARAGE o 0 WV Vi I RC2602 GLG ASSEMBLY � BAnH BEDROOM#4 FAMILY ROOM� _ 158.23 SQ.FT. of ROOM I 149.89 SQ.FT. of ROOM Lu o 12.66 LIGHT REQ'D. 11.99 LIGHT REQb. (v o cn 6.33 VENT REQ'D. 6.00 VENT REQ'D. 0 r-- w 26.80 LIGHT PROUD. 3 I DP 15R• 53.60 LIGHT PROVD. 'Mc) O 13.84 VENT PROUD. 12 I 27.68 VENT PROVD. SUFFICIENT LIGHT&VENT PROVIDED. SUFFICIENT LIGHT&VENT PROVIDED. �® r FOYER 21'-0" 3-2X6SPF R 24210 12'-3" 2'-0" o HEADER 'TEMPERED' I 'Y' �+}-30 O) 8 X 8 O.H.D. U356 8 X 8 O.H.O. 5-9• /0 rZN N 3-1 1/7X9 1/4 3-1 1/2X9 1/4 3056 3056 3-2X6SPF 'TEM 3056 DRO LV.L HEADER LVL HEADER 3-2X6SPF i2 �3-2X65PF(L I HEADER R I 'TEMPERED 2-C EA5PF(1 DROPS 24'-5Yz" 6' HEADER 9'-6' HEADER I 18'-0' I 26'-6' 3-2x6sPF�2 32'-6" HEADER Z 7'-6Y2" 36'-0" HEADER I O I , � 1 OWUM PORgi I jcn W yt NOTES: ( 8'x8' I o Q o 1. 2x6 EXTERIOR WALLS @ 16" O.C. I I 2. 2x4 MARRIAGE WALLS @ 16" O.C. I_ _ _j w p J F- U-1 Q w L3_ J CO c0 3. 8'-0" 1ST FLOOR CEILING HEIGHT ��Y w� 8'-0" 2ND FLOOR CEILING HEIGHT 2010 RESIDENTIAL CODE OF NEW YORK STATE ga ��G�" Q`=�a�=� �w�wS� w�cn O�0 4. SILVERLINE 3000 SERIES DOUBLE HUNG WINDOWS 2008 NATIONAL ELECTRICAL CODE 5. 55,448 TOTAL BTU HEAT LOSS ENERGY CONSERVATION CODE OF NYS-2010 EDITION ,ffrSTORY FLOOR 6. 7/12 STORAGE RAFTER @ 16" O.C. (TWO STORY) 7. 12/12 STORAGE RAFTER @ 16" O.C. (GARAGE) BUILDER IS RESPONSIBLE TO PROVIDE ICON LEGACY C.M.H. Wim" ma III:EN �""'°�`"' PAGE 8. 8 1/4" x 9" STAIR GEOMETRY WITH ANY LOCAL/STATE CODES OR AMENDMENTS THAT WILL SYSTEMS OR AL ���� 3A 9. HANDRAILS MUST COMPLY WITH R311.5.6 NY RESIDENTIAL CODE EFFECT THE DESIGN AND CONSTRUCTION OF THE HOUSE. al_� S# /O#4676 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1� 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A (]1`CD O SYSTEM SET OF FWI Pl/JIS APPROVED BY D.O.S,MANUFACTURER'S APPROVAL Q'00 r N N U ND.M OD6-08-066.EIMATION DATE 9/22/2014,*OCH HAS NOT BEEN O—M ' MODIFIED IN ANY WAY. L7r Q V„r U NE 2 THE ENERGY PLANS ARE W COMPLIANCE WIN THE REQUIREMENTS OF THE ENERGY a Y. (+. CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE .Fyr ¢ISw�UO Q0v�z ¢" 3 'tw � � Nwai:T.3 E 3 77751 v 05/13/14 *o o� z�5 24'-0" 4'-10" 15-3' 30'-tOYz" 44'-p"HEADER U J-2EADER Xf�F(1 I 242 }2X105PF 12 3-2X45PF/2 H70 (2)3056 HEADER 3056 8'-0" 8'-0" 3-2X45PF i2 3-2%4SPF/2 o S'-8" 2'-0" 12'-0" ------6'-10Y"-- ----- 4_0 O O HEADER 3046 HEADER 3048 A, I 7I i I�oFN r o o to O O ____ ' z Z J W W \ I BEDROOM m Y Y m C9 C7 23'-6° 114.50 SQ.FT. of ROOM ; BATH 9.16 LIGHT REQ'D. d' 4.58 VENT REQ'D. a; WIC. _ a i 26.80 LIGHT PROUD. m 13.84 VENT PROVD. ; _ IAlNDflY i SUFFICIENT LIGHT&VENT PROVIDED. Q Q o oc+eo 3'-11Y" O W J z Z ® w < z L-------------------- 5'-8 5-48 w � pp�p �E�p /yip I EI IST Va7aJ GLV r L\NFl 2/6 2/6 � � _ STEPS ON-SITE � `� a � STMAGE BY O7HER5----{ � a7 F VJFlI1 (2)1 1/2'X 24'LV.L(SHED BEAM) 2/6 2/6 2/0 (i)1 1/2'%it 1/4'LVL(EACH SIDE) PFS LABEL o BEDROOM O --- Q N CJ) 00 L.NL 315.85 SQ.FT. of ROOMO N 25.27 LIGHT RE4'D. o n m N °° 12.63 VENT REQ D. 3'-3" T-0" 3'-7Y2" 3'-0" a 78.00 LIGHT PROUD. 41.40 VENT PROVD. BATH SUFFICIENT LIGHT&VENT PROVIDED. I a o BEDROOM#2 STNRS 7D NON- HABITABLE SPACE C4 o (n I 161.89 SQ.FT. of ROOM ^ O 12.95 LIGHT REQ'D. TgN W3 6.48 VENT REQ'D. I 26.80 LIGHT PROUD. 13.84 VENT PROVD. 7'-5)12'-S7'-5)12' 7 1" SUFFICIENT LIGHT&VENT PROVIDED. o i a i 3-2X46�#22a27o 14-7Yz 94 HEAD5' ZNN (2)3056 30210 (2)3056 8'-3" 8'-0" 7'-9" 3 2X10SPF/2 2X45PF/2 3 z%1osPF 14'-6' H� 26'-0" HEADER 3T-6" HEADER R 8'-0" 36' 0" I z ' I I U W V) Q O - O Ld gNQ = W O co c^LD 1 f VO"D'v�1C0 (n U-z-<� gQY�N Q�Ug REVIEW OF THE STRUCTURAL ITEMS BASED ON THE LOADS PROVIDED BY ICON LEGACY CUSTOM MODULAR HOMES msro�r ROOK P`A" CaRAD�TE6°WC �AFn SamPW //am/ PAW R 8 1/4" x 9" STAIR GEOMETRY �°RImman °°waL HANDRAILS MUST COMPLY WITH R311.5.6 NY RESIDENTIAL CODE C� �'� S#????/0#4676 VB TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1. 210.12(B) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED � 1.TMS FACTURY-MAMffACTIRED HpE(FMH)PUN HAS BEEN DOMD FROM A t--o O H PI SYSTEM SET OF FMANS APPROYM BY D.D.S.MANUFACTURER'S APPROVAL Q r N N U IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, iro N0.M 006 08-OBB.EVIRATION DATE 9/22/2014,NFNCH HAS NOT BFEN MM y 1'� ODFm N ANY WAY. RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT " Z THE ENERGY PLANS ARE N COMPUANEE NTH THE REWBTEMENTS OF THE ENERGY o-'Q U CONSERVATION CONSTRUCTION CODE OF NEW YOM(STATEr Q INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. " y 'f` x> o j 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) E. CI rrz QZXO w �z0Q3 r, <�vwa�3 3 ©p 07 7 J �t1F t X910$ 05/13/14 ° w = � O H. � m O O N o �v WP GFl GFl GFl mdb 'i's'�'� J SAH L BMNH,Ol II T.N. HWBB 1 I I I m Z a o Q70 0 -_ 1 Z JCD GR ill I II ----------- -----------� II 0 I I I II �I I I I II I I I Q I I II I I I TILI ____ I Q JJ I I I O w Q Q 27* J Z Z AFT I I EFI I j UJ Z W l� I I PENDENT I I W cif LIGHTSI ---------- W _________ _ - W JI _ L I r_______- __ _____ I ____________ __, I I I I III --------------------- --------------------- --------------------------------- _ r_ _____ _ $3 iLLJ rlN rn _ r� ------� o \ \ \ \ \ GF1I I L___J ; I r` m CN I m I -{� I I 3'HWBB I I I --------------- T I } � I I I i I I I N o N r— iE O b x I L- --------------J ® I ¢ r0 3 I I I I I I � I I i cFI i I I Ir ____-__- 10'HWBB , 10'HWBB k+r 30 Cn �Z ICN L- ELEC wp WP- -------------------------------------- r --------J DROPS � I o W (n Q O O U uj S W U W Q W W J CD LD S O 11 oCO wCLD 9w 1HT STM 9_ECTRCAL TMS OUR=LKS mm SEEK//01m i PAM R FmM AM 4A G� � S#????/O#4676 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 2 1.THIS FACTORY-MANUFACTU ED HOIE(FMH)PIAN HAS BEEN DERIVED FROM A Q r-W O SYSTEM SET OF FW PLANS APPROVED BY D.D.S.,MANUFACTURER'S APPROVAL ¢r 00 N U 1. 210.12(8) DWELLING UNITS. ALL 120—VOLT, SINGLE PHASE,15— AND 20—AMPER BRANCH SUPPLYING OUTLETS INSTALLED F s No.W aoe oe ose.EwrcATaN DATE 9 ; /22/2014,MNICH HAS NOT BEEN O'-Mme.�. IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, N E WOOFED M ANY MAY. a a V 7 U �FT' r z TEE ENE]iGY PUNS ARE M COIPIIANCE TxTH THE REOIXREYENTS OF THE ENERGY ly r RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC—FAULT CIRCUIT CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE M Q INTERRUPTER, COMBINATION—TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2. ALL RECEPTACLES WILL BE TAMPER—RESISTANT. ` O n-z 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) _ 4+ z 0ul�O z000 7,475rt >- U pRt1F89�� Q c 3 O a 7 m O O � U f OFT � �--(u GFT GFT EIBMH.9 BBMH S I j i � In O O MBZ J 1Z d I T.K.4'HB -- Z ❑] �] C9 CD J I I I f I I I r-- I I L_—_ I J J m i Z J Q Q O I I I I O LLJ J Z _Z rxm I I ; ° rn�BOx FOR ® En w Z Li Li ------------ > > I I `-------- xTravaoL R w � I w FFL--------------- t--------------- t---------- 3 I L--- -- -------------- qp M r� L'i ----- I I _J — ----------------------- I 0c) �T I p \ \ -7, \ \ I I r- rn N I � I jL------------------� I I I I r I I I I Z' F_ I I I SON A c I N c En I I NCD 0 c I I I �oN w� I I I I I 4'HMBB 10'HMBB 10'HVIBB W>-30_OD ;= I , i C) Lj W (/T Q O 1-- I-- < — O W U ----- ------� wQ w a- w 0`eco U.)�L_ oQY'E:'N Qz=DW �W�J I C`JZ W o(/)go!yO 'D BTOFr"(9-EcTFa A- M BMIDW HAS MEM SERA I/cAmER I 'All R Ex1R.x o IROII AN xAI m sysR m PFR mom&-Mo L �� S#????/0#4676 4B TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: O 1.THIS FACTORY-NANUFACIUIEII HMCFMH)PLAN HAS BEEN DERIVED FROM A ('r-CD O SYM SET OF FINi PLANS APPROVED BY D.O.S.MANUFACTURER'S APPROVAL ¢r-N N U NO.N 006-OB-O66.EXPRATION DATE 9/22/2014,WHICH HAS NOT BEEN O M^'„ BUILDER INSTALLED HOLD DOWN FROM FOUNDATION NOOEIEO M ANY WAY. 62 Q U TO STUDS>2352 SUGGESTED USP STADIORJ OR EQUAL 2.TIE ENERGY PLANS ARE N CpODE OF E WH FJ(REQUISTATE.EYFlNTS a THE ENERGY 0.,r- Q I 1 CONSERVATION CONSWRUCWI(M!CODE OF NEW YORI(STATE. MIN.(2)WALL STUDS AT EACH LOCATION .-1 .-.M V - BUILDER INSTALLED HOLD DOWN FROM FOUNDATION x r- TO STUDS>3706(SUGGESTED USP STAD14RJ OR EQUAL) Q U.�..r-z MIN.(2)WALL STUDS AT EACH LOCATION z�w�-o BUILDER INSTALLED HOLD DOWN FROM FOUNDATION (�z X�, TO STUDS>6623)SUGGESTED USP UPHD8 W/7/8'DIA ,Z ANCHOR OR EQUAL)MIN.(2)WALL STUDS AT EACH LOCATION O< N W 4 -BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS>6776(SUGGESTED USP UPHD8 W/7/8'DIA ANCHOR OR EQUAL]MIN.(2)WALL STUDS AT EACH LOCATION J U � Q � C7 � W s i 3 a O 68'-0" 24'-0" Z 44'-0" Q U = f'4 U -� I r------------------------ ------------ ---------------------------- , • ---- -------------------------------------- --.J • I FOUNDATION WALL INTERGRAL PILASTERS OR EQUAL REWIRED O 10'-0' I • I 0 0 (/') O O SIDEWALLANCHORBOLTS P. O.C.WHEN BACKFlLL EXCEEDS 4'-0'IN HEIGHT I I r Z Z J L1 a- • • • • • I0. (TYP.) (SEE CODE AUTHORITY FOR LOCAL REQUIREMENTS) CONCRETE FOOTING I I m Y Y m C9 C9 r--------------------------- ----------� f FORA LATERAL LOAD OF8,1951bs. I I • I I . 1 I • I I 1 23'-7Y2" 1 1 „ I 43 6�" I 1 SIDEWALL#1 ANCHOR BOLTS(TYP.) I I 1/2'@ 52"0.C.OR 5/8"@ 72"O.C. I • I I • I FOR A LATERAL LOAD OF 5,744 IDS. • I CONCRETE FLOOR I I z w 1 • I 1 I O Q L� L� I I • I END LL ANCHOR BOLTS(TYP.) • > z ENDWALL ANCHOR BOLTS(TYP.) I I LLJ 1 • I 112"@ 13"0.C.OR 5/8'@ 18'0.C. d > w w I 1T-4" 1/2'@13'0.C.OR5/8'@18'O.C. I • I w FOR A LATERAL LOAD OF 23,104 lbs I I I xaLO DIM. FOR A LATERAL LOAD OF 23,104 lbs I I I I I I • I I • I 1 • I -OY" 5'-6" 5-6' 5-6" 5'-6" 5'-1C" 5-10" 5'-9` 1 • I I ENWLANCHORBOLTS( YP.) • - - - — cp d I • o I I 1/2'@ 46"0.C.OR 5/8"@ 69'0.C. I I I I N I I I - � ---- -----' ---- ---- ----- FORALATERALLOADOF7,3201bs • I 8,692# 9,300# 9,300# 9,30 # 17,631# 5,460# 5,380# 1 • o aO o N I � # I I • i 4,042# SUPPORT COLUMN 7'-3;" 12,981 1 • E� UNEXCAVATED GARAGE I • i -- -- • I i • I I . 1 I • � i ° � G.F.I. RECEPT.1 • 1 � 1 I I ----- BY OTHERS I I N o co I I • 1 • I I I I CEILING MOUNT Sp I NCD wCD I I • I SMOKE DETECTOR kAvc I • I a� � � i I I INSTALLED BY OTHERS I I . 1 I • I I • I I I 1I SIDEWALL#2 ANCHOR BOLTS(TYPO I1 • L——————--—————— SIDEWALL ANCHOR BOLTS(EYP.) i II • II N I 1 1 1/2'@ 15'0.C.OR 5/8"@ 25'O.C. • • • • I 1/2'@ 72"0.C.OR 5/8'@ 72'O.C. I • I 1 --- FOR ALATERAL LOAD OF5,744Ibs.— 1 L- -------------------J • r—_------:o • L--------- FOR ALATERAL LOAD OF8,195lbs.--- I • I g 1 I ------ ------------------------J I �r 3�rO7 • • • • • • • I I • • • • • • ; Z RC-4 CIJ --- ---- -------- --- ------- ---- --- L----------------------------------------------------------------- 2'-10" 24'-5j'2" 7'-6)z" 36'-0" z O CJ j w V) Q THIS FOUNDATION PLAN IS FOR DIMENSIONS ONLY. FOUNDATION WALLS, FOOTINGS, O O COLUMNS, PIERS, AND SLAB TO BE DESIGNED BY OTHERS TO MEET STATE AND/OR O FLJ v LOCAL CODES USING EXISTING SOIL ANALYSIS. MANUFACTURER. ASSUMES NO o LJ u RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE FOUNDATION. ANY AND z�N Q Y ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED (AGAINST THE FLOOR PLAN w < = O BUIJLDDER/ER EOALER MUSTT CONTRACDT EALER MANUFACTUR R.PRIOR TO FNTH ANYND SOCREPANCIEOSNPRIORE SQ orQ=�W� TO THE START OF CONSTRUCTION. sw 8-Al<I)GLI MANUFACTURER. WILL NOT ASSUME ANY RESPONSIBILITY IF BUILDER/DEALER/OWNER EXCEEDS MAXIMUM SPACING OF SUPPORTS AS SHOWN ON THIS DRAWING. WINDOW CENTER LINE LOCATIONS FOR RAISED RANCH AND/OR SPLIT-LEVEL MODELS FOUNDATION PLAN TO BE OBTAINED FROM "BUILDER COPY" DRAWINGS. W6 MADm I malII •HN Y1WAl//a✓DEW/ PAW R LrR,100rtu MMOND stuns PR MODEL EL APAPEWwK �� S#????/0#4676 5A TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-YANUFACTIMED HOME(FMH)PLAN HAS BEEN DERIVED FROM A Q r-W 0 NO.M OD6-08-068.DPIRATION SYSTEM SET OF F H PLANS DA�72/201/,NMICH HAS HOT BEEN Vu Q�M MOOFIED M ANY MAY. Q V U 2 THE ENERGY PLANS ARE M COMPLIANCE KITH THE RE"EMENTS OF THE ENERGY CONSERVATION CONSTRWTION CODE OF NEW YORK STATE r- Q )LZl M V x> a a{ Z0S-ZO Z;c 13'-1 G%" SHIPPING WILT i x s' C� C� t d jtt U u 1 W = i z z o � 2x6 SPF#2 05/13/14 0 IL 6'-Q C)o o 011 0 0 m Z Z J m d Y Y m (' CD 1/2°� co Ln 00\ 2x4 \ /16" Z J Q Q C) ro 3 1 0 W z1�12 z 2x4 '�` w z Ei Lf 6� 2x6 7 1/4" w 0f 2x6 SPF 2 F � OVERHANG _ < BLOCK 9 1,6 11 7/8" �r R- 1 M SeF � N 7GUSSETLn N �i ti�6 � PLATE CDLr 6 8'-0" 5 7/8 c'-4" o 4'-0" 4'-0" 2x8 SPF#2 2x8 SPF#2 o � 30�rn 10" 13'-g' 13'-9" 27'-6" o U 7/12 - 27-6" WIDE - GOOD TO 40#GSL - 161, O.C. o u �-- W U STORAGE RAFTER J wQ = � o � � w w� oQ iY'&'N Q=� 5LIJ`jJ�L'7�W o'En 0�0 1. 7/12 RAFTM THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED � ,/ - P � NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. S#????/0#4676 6A TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: p CONNECTION: A-2 CONNECTION. A—1 THIS FACTORY-MMR PL N A ROVEDHOME(FMH)BY PLAN HAS BEEN DERIVED FROM A Q 0 W O SYSTEM SET OF 66.PLANS APPROVE BY D.OS..MANUFACTURER'S HASN APPROVAL N U N0.M 006-08-066.AN 066.E%PIRATION DATE 9/I2/2014,WHICH HAS NOT BEEN C.- MODIFIED EN IN ANY WAY. Q U --'-- _____ 2.THE ENERGY PLANS ARE IN COMPLIANCE W17N THE REWIREMENIS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. 1 1/2" X 20GA. STRAP @ 16" O.C. USE 1-16D NAIL INTO END Iwo^"�w al-W/2-6D NAILS EACH END GRAIN EACH END CONNECTION: B-1 Q vo z r AND USE 2-6D NAILS THROUGH SHEATHING CA W k USE 1 O NAILS @ 11" O.C. '- `� � OR �zoQ3 -` - THROUGH PLATES USE 2-16GA. STAPLES THROUGH SHEATHING 'ALTERNATE USE 1-8D NAIL EACH END OF 1X4 '---' U � CONNECTION: B-2 w as 3 F USE 1-16D NAILS TOENAILED EACH END o AND USE 10D NAILS @ 11" O.C. THROUGH PLATES z0 0 CONNECTION: C USE 7-16D NAILS EACH END ttyyy�+'j o o Tn o 0 A*i•t* m Y Y m CD CD o CONNECTION: D CONNECTION: E CONNECTION: A-1/2 05/13/14 1 1/2" X 20GA. STRAP USE 1-3/8" BOLT PLUS W/6-10D NAILS EACH END CONNECTION: B-1/2z Q Q 5-6D NAILS PER GUSSET EACH SIDEo w z z -- OR -------- w z Li —7-16GA. STAPLES PER GUSSET EACH SIDE w w w CONNECTION: C 2x6 SPF 2 _ _- ;; \ 9-6D NAILS PER GUSSET EACH SIDE - 12 W � OR I- � � 11-16GA. STAPLES PER GUSSET EACH SIDE SQFti 7 0" N -q- R- 1 R- 1 X X C14 a cn CONNECTION: Eo 0 CONNECTION: FN w� UPLIFT CONNECTION �� ~ 2x8 SPF#2 2x8 SPF#2 CONNECTION: E UPLIFT CONNECTION UPLIFT CONNECTIONS So I'rJ 1 1/2" X 20GA. STRAP USE 10-16D NAILS THROUGH DECKING EACH SIDE W/4-10D NAILS EACH END OR OR DBL 1 1/2" X 20GA. STRAP OVERLAP SHEATHING o W/9-10D NAILS EACH END I- Li uj -- 7/12 - 27-6" WIDE - GOOD TO 40#GSL - 16" O.C. N UPLIFT CONNECTIONS --� z� = Q W � W d J CO co a 1 1/2" X 20GA. STRAP STORAGE RAFTER �N o�� U,��_ <, —W/1-1 OD NAILS EACH END LLIJ� j �: I�c�i>�o�o i--- a 7s GOOD TO 150 MPH WIND SPEED U - --- '.= 7/a RAFMR COWECU M THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED ►�« , PR NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. S#????/0#4676 6B 8'-11" 4'-10" 3'-1 1/2" 10'-7 1/2" 30 Pg SLOPED SNOW=23.1 psf 0 Pg UNBAL SNOW=36.4 psf 30 Pg UNBAL SNOW=38.4 psf 0 Pg SLOPED SNOW= 17.8 psf 8'-4" 5'-5" 3'-6" 10'-3" 40 Pg SLOPED SNOW=30.8 psf 40 Pg UNBAL SNOW=46.96 psf 40 Pg LINEAL SNOW= .7 psf 40 Pg SLOPED SNOW=23.7 psf 7'-10" 5'-11" 3'-10" 9'-11" 50 Pg SLOPED SNOW=38.5 psf 50 Pg UNBAL SNOW=57.5 psf 50 Pg,UNBAL SNOW=59.0 psf 50 Pg SIrOPED S W„=29.6 psf 7'-4” 6'-5" -7 172 60 Pg SLOPED SNOW=46.2 psf 60 Pg UNBAL SNOW=68.1 psf 60 Pg UNBAL SNOW=69.33 sf 60 Pg SLOPED SNOW=35.5 psf CON 18 4'-2 13/16" 2'-10 15/16" 6'-7 1/4" CON 1C CON i CON 1 D --.CON 1A 12/12 TOP CHORD OPTIONS: 12 SPF2 -- \ON 2x8 SP #2 - 30/40/50 Pg 4.75� 2x10 2x8 SY #1 - 60 Pg � 4'-41/2" 4'-71/4" 4'-9 1/4" 11 9/16" __j:::2x6 SPF #2 CON 2`_ _ CON CONT. BRACING CON 2A 12111—3E 2x6 SPF#2 10'-6 15/16" 2'-9 5/16" 5'-7 1/8" CON 3 \ CON 5B NON–STORAGE= 10 psf LIMITED–STORAGE=20 psf NON–STORAGE= 10 psf 19'-4 1/8'. GRAVITY REACTIONS: GRAVITY REACTIONS: 30 Pg=365 per rafter 30 Pg=852#per rafter _- r7 40 Pg=461 per raker 40 Pg=993 per rafter 12 co 50 Pg=550 per rafter 50 Pg– 11171 per rafter I 12 60 Pg=643 per rafter 60 Pq– 1237 per raker m UPLIFT REACTIONS: UPLIFT REACTIONS: 90mph=282 per rafter 90mph=229 per raker \ t00mph=351 per raker 100mph=286 per ratter 110mph=424 per rafter 110mph=344 per rafter o to 120mph= 507 per rafter 120mph=413 per rafter 0 x N I CON 48 _ CONT. BRACING o (n v) IV c n m v 'CON 5A c W m zo y z ICON 5B c) z _ 2, 9„ O0 � LIVE LOAD=30 psf NON–STORAGE= 10 psf 11 _ C-) 13'-8 112" BOTTOM CHORD OPTIONS: vo o (� GRA rfY 0 Pg�Cn544 per rafter GRA 0 PgITY �C¶620 per rafter fv o, 2 x 10 SPF#2 2 - 3 0 P g 40 Pg= 616 per rafter 40 Pg=728 per rafter 2x10 SYP#1 - 40/50/60 Pg 50 Pg=654 per rafter 50 Pg=821 per rafter N > I 60 Pg=701 per rafter 60 Pg=916 per rafter UPLIFT REACTIONS: UPLIFT REACTIONS: fV O 90mph=671 per rafter 90mph= 176 per rafter ?-z 100mph=87 per rafter 100mph=225 per rafter \ _ a s, y 110mph= 1 per rafter 110mph=270 per rafter 6 C N) n b 120mph= 130 per rafter 120mph=329 per rafter T r+ o m z o CON LEGACY CDN,e CON 1C CDN iD CON 1 --•.FoN 1a SHEET NO: 4 OF 8 SCALE NTS DATE :05111/12 DR. BY :GLENCO NO CDN _ CDN IE CON 2A X CON J CON J 12 �12 SIM SON LSTA15 SIMPSON H2.5A OR EQUIVALENT .131'x3'TOE NAILS .131'x3'NAILS OR EQUIVALENT (2).131'x3'NAILS SIMPSON H2.SA OR EQUIVALENT DETAIL 1 DETAIL 1A DETAIL 1 B (RIDGE BOARD TO RIDGE BOARD) ON SITE (12/12 RAFTER TO RIDGE BOARD) (5/12 RAFTER TO LEDGER) (2)ROWS SIMPSON SP4 .131'.3'NAILS OR EQUIVALENT -131'.3'NAILS SIMPSON H2.5A DETAIL 1C DETAIL 1D DETAIL 1E (LEDGER TO KNEE WALL) (KNEE WALL TOP PLATES TO STUD) (KNEE WALL STUD TO BEAM) ON-SITE ON-SITE ON-SITE SIM SON LSTA15 OR EQUIVALENT 131'x3"NAILS .131':3'NAILS �F v'APPROVE 5%3112 PFS CORPORATION DETAIL 2 DETAIL 2A (CONNECTION ACROSS FLIP JOINT) (FLIP STRINGER TO TOP CHORD) 6D. 1 ICON LEGACY 276FT1212S SHEET N0: 5 OF 8 SCALE N TS DATE :05111112 DR. BY :GLENCO NO . CON 50 iz cav sA �12 CON aB CON 5A )CON 5e .131'x3'NAILS .131'x3'TOE NAILS (IS )111'xYIAIIIIIIS DETAIL 3A DETAIL 3 (COLLAR TIE TO KNEE WALL) (COLLAR TIE TO TOP CHORD) SIM SON LSTA15 OR EQUIVALENT SIM SON LSTA15 OR EQUIVALENT -T7) DETAIL 4A DETAIL 4B (KNEE WALL TO RAFTER) (KNEE WALL TO BOTTOM CHORD) 9116'x1.1rx16 GA STAPLES TO EACH ]/16'OSB GUSSET FRMG MEMBER .131'z3'NAILS APPROVED 5.71,11 PFS CORPORATION DETAIL 5A DETAIL 5B (RAFTER TO CEILING JOIST) (CEILING JOIST TO WALL) 6D. 2 ill . I ' 276ft1212S Ca ns Shed 016"o.c.Ratter Connections Location Load Force Connection Fasteners Required Reference pir Nlaw Iw a+ se 1 t37 PK 0.131'.3'toanails-ridge board to ridge ,.;. 4 - Ph 0 board �, NDS Table 11 N Ridge Con echo,, (0,,Site) 1>�pff S 2 p9 0 9tirLpmrS9w9-TieG3?R75 �s ygpF, 12)o.ia8'KL,Srrgig- jeeehe�efabep Shed ^A111ha +'Na I� ht3C Iwo (2)0.131'.3'luenails r pMf (2)0.131'.3"toenails ' (2)0.131'.3'loanalsh (2)0.131'z 3'toenai .Es NDS Table llN b 12/12 Top C N Chord Flip _ Connection (On Sre) $ g,a 0.131'0'face nab to into endgrain +/•. �a.; Q 12/12 Rafter b _ 0.131'x 3'face nails loinn endgrain ¢ N Ridge Board 8 L; 0.131'.3'face rials to into endgran —T'R 14"s s6 Rafter to Fly _ '' NDS Ta.1111 Q Stinger - 0.131'.3'face naffs n No andgran Connection 5112Rftert. ' o m ed Coecbon (On Sdel la rel r1�310F`4" u 1 jy.. NDS Table IIN Ledger to 5/12 U Knee Wall Top _- Pbl = t{�, Connection _ (2�IDMaO tS4 y - - 3 ISI i e,'fur, Shed Knee Wall a ° Atjly s �. c a s 0 Top Plates to Stud Connection NDS Tebk 11N 3 Shed Knee Wait W Stud n 8 Connection I C.liar Tie to - 1R n Rafter .Bieelsf(, Connection X1,9 ` � =.s. SiM1eollt$€A in 12/12 Knee Wall66 Q Connection -be flows, .11w ,n {, aa 14eerglq {{ NDS Table 11 N P: i� Q Allem to Rafts - toe12112tK cor ection ifai�iG'yl ' - NDS Table 11 N tVt„ t �t a ( s 12J12 Raft to i Il �? 0- A!" Q Ceiling Joistart > t2{ °aearvsa`ew-.sem x g ' C(On s t)" APPROVED *a -T� �f3 tf12 �.�1';39 hPFS CORPORATION Joel to halPblaConnection S17 b I§ An equal or better connection device may be substituted for any connection device listed. jos Legacy 276ft1212S Clipe Shed Rafter 16'o.c. SHEET no. 7 or 8 —Cu—BI -TE 5/11/2011 ceacsaa av 6D.3 PnGI NCNB- 9.12.2763.7 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: RIDGE VENT& SHINGLE 2X6 RIDGE BOARD rw�.. /.THIS FACTORY-MANFACRED HOME FYH PIAN HAS BEEN DERIVED FROM A p or-o p � CAPS FIELD INSTALLED N E 'NO'STEW SET.M 006-05-066.omweATIONDDATTEE 9/22/2014,WHICH HAS NOT BEEN S APPROVAL QO-M MODIFIED IN ANY WAY. FLIP RAFTER/TRUSS EXTENSIONS 2 THE ENERGY MANS ARE IN COMPLIANCE WITH THE REOMEMENTS OF THE ENERGY �"p"M , Q CONSERVATION CONSTRUCTION CODE OF NEW YM STATE GTS^7/12 M SELF SEALING CLASS"C" OR x p o c a BETTER FIBERGLASS SHINGLES z 04"VO OVER 15# FELT PAPER (MIN) 12 Q z k U ON 7/16" W.S.P. OR BETTER 7 O Q 3 REFERENCE CALCULATIONS MANUAL REFER TO RAFTER CALCULATIONS SECTION 10 FOR SPACING AND 3 SPECIFICATIONS as - FIXED OR FLIP EAVE OVERHANG � 05/13/14 w z $ ALL WIDTHS - All PITCHES ICE SHIELD CONSISTING OF AT LEAST TWO a o a LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A WATERPROOF MEMBRANE SHALL EXTEND FROM Z ALUM. DRIP EDGE u Li THE EAVE'S EDGE TO A POINT 24" INSIDE THE 0 O REFER TO RAFTER CALCULATIONS EXTERIOR WALL LINE. 1/2x6 SUB. W/ALUM. FASCIA-- i--I OR 1x6 CEDAR FASCIA DBL 2X6 TOP PLATE, STUD GRADE COMPRESSION R-38 INSULATION W/VAPOR BARRIER 1/2' OR 5/8' DRYWALL R-21 HIGH DENSTIY INSULATION W/VAPOR BARRIER 2X10 MIN SPF #2 (HIGH STRENGTH 1/2' DRYWALL VENTED SOFFIT STRIP (CONT.) CEILING GIRDER REQUIRED W/ 24' O.C. FRMG) 7/16" OSB SHEATHING 2X6 SPF STUD GRADE ® 16" O.C. 1/8" THERM-0-PLY OR BETTER EXTERIOR FINISH OVER AIR INFILTRATION } o o En O O Z Z J W a- MARRIAGE WALL SHEATHING OPTIONAL 1/2" DRYWALL BARRIER OVER 7/16" AGENCY RATED SHTG m Y Y m O O VINYL SIDING, STUCCO, PAPER ON EXTERIOR OF THE HOUSE"WATER RESISTIVE BARRIER" CEDAR SIDING, OR T1-11 o PER THE 2009 / 2012 IRC T 2X4 SPF #2 ® 16" OC 1/2" DRYWALL W/ DBL TOP PLATE J J CD J Q Q O M w 5/8 T& G O.S.B. OPTIONAL FLOOR TRUSS PER > w Z w w (GLUED & NAILED) APPROVED TRUSS PRINT � ckf w > w w w L z DBL. 2x10 SPF #2 FLOOR PERIMETER 2X10 SPF #2 ® 16" O.C. FLOOR JOISTDBL. 2x10 SPF #2 CEILING PERIMETER 2X6 SPF #2 ® 16" O.C. CEILING JOIST 2X6 SPF #2 ® 16" O.C. CEILING JOIST PERIMETER INSULATION 2x2 LEDGER DBL 2X6 TOP PLATE, STUD GRADE OR JOIST HANGERS 1/2" OR 5/8" DRYWALL R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER Ui \ \ 7/16- OSB SHEATHING p C,4 \ zz:� / F— OT N 2X6 SPF STUD GRADE 0 16" O.C. 1/8" THERM-O-PLY OR BETTER 1/2' DRYWALL EXTERIOR FINISH OVER AIR INFILTRATION VINYL SIDING, STUCCO, MARRIAGE WALL SHEATHING OPTIONAL BARRIER OVER 7/16" AGENCY RATED SHTG CEDAR SIDING, OR T1-11 0 ��� PAPER ON EXTERIOR OF THE HOUSE"WATER RESISTIVE BARRIER" } PER THE 2009 / 2012 IRC o 2X4 SPF #2 ® 16" OCN o Ln W/ DBL TOP PLATE 1/2" DRYWALL ��0 0 GRADE TO SILL PER DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS �� N w� LOCAL REQUIREMENTS a ���~ 5/8 T & G O.S.B. DOUBLE PERIMETER BAND TOE NAILED TO SILL PLATE (GLUED & NAILED) OPTIONAL FLOOR TRUSS PER WITH 16d NAILS 0 6" O.C. ON-SITE BY BUILDER. o APPROVED TRUSS PRINT EXTERIOR SHEATHING FASTENED OVER SILL PLATE & TOP OF SILL PLATE MODULE SEAM WITH (1) ROW OF 10d NAILS ® 8" OC took2X10 SPF #2 ® 16" O.C. FLOOR JOIST ON EACH SIDE OF SEAM BY BUILDER. o PLATE SEAL AS REQ'D BY LOCAL OR STATE CODES. g 7 �Y s0�0) o R-19 INSULATION W/VAPOR BARRIER 2X6 MIN SP#2 PRESSURE TREATED SILL GRADE NzNN (FIELD SUPPLIED AND INSTALLED) 2x2 LEDGER OR JOIST HANGERS (4) 2X10 SPF#2 FLOOR GIRDER OR BETTER ANCHOR BOLT OR MIN APPROVED FASTENER BOLTED WITH 1/2" THROUGH BOLTS 0 6' OC p ON-SITE BY OTHERS 3/8'X6"x9' MIN STEEL PLATELj O w g N Q STEEL SUPPORT COLUMN (SIZED BY OTHERS) O O SEE FOUNDATION PLAN FOR SPACING w O FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC DESIGNED BY BUILDER PER LOCAL CODES L o Q = w -1 (.0 3 1 2 MIN. CONCRETE FLOOR h- W ocD W� AND LOCAL SOIL CONDITIONS /" E,� o�� N�w��_� 9Q >rN Q z� W oN O 1yO 7/12 CROSS SECTION REBAR MAY BE REQUIRED LOLLY COLUMN/FOOTING (PENDING SOIL CONDITIONS) M� KIN sou I/am I PAM F VAPOR BARRIER 6 MIL SYMW OR PR M APMWX 2" MAX. DIA. GRAVEL MIN. 4" THICK POLYVAPOR BARRIER, S#????/0#4676 7A COMPACTED AND LEVELED OFF OVERLAYED 12' AT SEAMS (OR PREVIOUSLY UNDISTURBED) TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: I.THIS FACTORY-MANUFACTURED HOME(FMH)PUN HAS BEEN DERIVED FROM A Q O O SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.MANUFACTURER'S APPROVAL ¢r 00 N N U NO.M 006-08-066.EXPIRATION DATE 9/22/2014,WHICH HAS NOT BEENM MODIFIED IN ANY WAY. U 2.THE ENERGY PUNS ARE IN COMRJA40E NTH THE REOWRFENENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE T>�0.1 Ll ,s-z QLnuj OU �z0Q^ Nwau 3 12 12 . U _' a .< m 2X6 RIDGE BOARD W x RIDGE VENT& SHINGLE j CAPS FIELD INSTALLED *o FLIP RAFTER/TRUSS EXTENSIONS Y O o U y HI U SELF SEALING CLASS'C" OR BETTER FIBERGLASS SHINGLES OVER 15# FELT PAPER (MIN) 1VI SPE1I� ON 7/16' W.S.P. OR BETTER p p O O CD w ICE SHIELD CONSISTING OF AT LEAST TWO z z J Y Y m C_ C_ LAYERS OF UNDERLAYMENT CEMENTED TOGETHER REFERENCE CALCULATIONS MANUAL OR A WATERPROOF MEMBRANE SHALL EXTEND FROM SECTION 10 FOR SPACING AND THE EAVE'S EDGE TO A POINT 247 INSIDE THE SPECIFICATIONS EXTERIOR WALL LINE. M SPF � J J VENTED SOFFIT----- CDw Q Q _ J Z Z_ V) W d Z_ w Li DBL 2X6 TOP PLATE, STUD GRADE > R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER 12 w w W 7/16" OSB SHEATHING----- 2X6 SPF STUD GRADE ® 16" D.C.------ �12 i EXTERIOR FINISH OVER AIR INFILTRATION BARRIER OVER 7/16" AGENCY RATED SHTG 1/2" DRYWALL---- FIXED RYWALL FIXED OR FLIP EAVE OVERHANG < °O o cv 5/8 T & G O.S.B. ALL WIDTHS - ALL PITCHES p rn N (GLUED& NAILED) SEE PAGE 12G ALUM. DRIP EDGE REFER TO RAFTER CALCULATIONS 1/2x6 SUB. W/ALUM. FASCIA OR 1x6 CEDAR FASCIA o COMPRESSION MIN"R° VALUE FIBERGLASS 1/2' OR 5/8" DRYWALL ---VENTED SOFFIT N o V7)STRIP (CONT.) OR CELLULOSE INSULATION REQUIRED 2X10 MIN SPF #2 (HIGH STRENGTH 1/2' DRYWALL DBL 2X6 TOP PLATE, STUD GRADE 0 PER INDIVIDUAL RES-CHECK. CEILING GIRDER REQUIRED W/ 24' O.C. FRMG) N-3- R-21 3R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER 1/8" THERM-O-PLY OR BETTER 1/2" DRYWALL _�7/16" OSB SHEATHING VINYL SIDING, STUCCO, MARRIAGE WALL SHEATHING OPTIONAL 2X6 SPF STUD GRADE ® 16" O.C. CEDAR SIDING, OR Tt-11 0 EXTERIOR FINISH OVER AIR INFILTRATION j 2X4 SPF #2 ® 16" OC BARRIER OVER 7/16" AGENCY RATED SHTG W/ DBL TOP PLATE 1/2" DRYWALL ;5 27:RN�"' GRADE TO SILL PER DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS LOCAL REQUIREMENTS DOUBLE PERIMETER BAND TOE NAILED TO SILL PLATE 5/8 T& G O.S.B. OPTIONAL FLOOR TRUSS PER WITH 16d NAILS ® 6' O.C. ON-SITE BY BUILDER. (GLUED & NAILED) APPROVED TRUSS PRINT EXTERIOR SHEATHING FASTENED OVER SILL PLATE & Z TOP OF SILL PLATE < MODULE SEAM WITH (1) ROW OF 10d NAILS® 8" OC 2X10 SPF #2 ® 16" O.C. FLOOR JOIST ON EACH SIDE OF SEAM BY BUILDER. PLATE SEAL AS REQ'D BY LOCAL OR STATE CODES. w R-19 INSULATION W > W MW/ VAPOR BARRIER 2x2 LEDGER OR (4) 210 SPF#2 W 2X6 MIN SP#2 PRESSURE TREATED SILL Z Q � �I I II I I (FIELD SUPPLIED AND INSTALLED) JOIST HANGERS .'`. FLOOR GIRDER BOLTED WITH - N F CD O ANCHOR BOLT OR MIN APPROVED FASTENER 1/2 THROUGH BOLTS - w U 31 ® 6' OC ON-SITE BY OTHERS FOUNDATION WALL, FOOTINGS, DRAINAGE, ETCNED p Q Y 2x12 TREATED SILL PLATE DAEND LOC PYAL ER LICOENDITIONSOCAL CODES w�¢ = w O R SUPPORT PIE } �' � �I r I- o L' ocD cO �cn meco cn�E PIER FOOTING �_� oQ�-QN Q=p �I -II III: I Ikl �w�J Q'-)�w�cn O G0 CRAWL SPACE %M DM"CFOW SEMM THS SINg10INS WEI)I 9DtlA��mm/ PAGE R Fl(IRMIFD PFA PI m IN APPIK)1ED SYSIFI6 a YODEL MIAWA �� S#????/0#4676 7B TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MANUFACTURED HOE(FMH)PUN HAS BEEN DERIVED FROM A (�W O SYSTEM SET OF FMH PIANS APPROVED BY D.O.S..MANUFACTURER'S APPROVAL Q'r N(V U NO.N OD6-O8-D66.DIPIRATION DATE 9/22/2014,WHICH HAS NOT BEEN M MODIFlED IN ANY WAY. ¢ U 2.THE ENERGY PIANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTON CODE OF NEW YORK STATE .a a tr- Q u MAIN HOUSE x.O Or O,� l- z�W�o RIDGE BEAM Z T�/J z X y NAILING DETAIL ' Vp z o Q 3 MOD.TO MOD. 16a RALs-FDR WANITY CEILING BEAM CONNECTION DETAIL SEE ADDITIONAL PAGE FOR RAFTER FASETNING 2.6 RIDGE BOARD (cr¢�r wsTA`�Q,nu6D � � 3 fia LIDRAVE SEE r-1 2z2 OFR �j APPROVED SYSTEMS w �, 3 Psta FOR OUANITY ^t fi uA TIpPpRY I((INNOSRTAFFI�EAL p t � 7 w 5 6 CONNECTI(M!Or 44 LBS.) �.,W�y - ❑ 12 16 GA STARES SEE O 6PROKO SYSTENS GUSSETPLATE FOR WAMTY 05/13/14 u NAILING DETAIL F"') U NSSOB07T011°CKOR%CtO TOP PLA R�� � Z Z J 11 Cl 041000 .IG 10N� m Y Y CO (D CD aD FACTORY INS11hTALLED _ 'A/4:g1tLh'Y 10 I"J {WOii011 ALARiO PERIMETER) 2 aG Y tV" �Y-'dWR•" FACTORY INSTA'.LEO • I7)-A� ZO GA GAL.STRAP%1 1�z W%12' W 4-6d NAILS EACH HALF Dji ATTACH SHEATHING W (2 ROWS OF 16 G(�. 9✓' A i SSTAPLES O 2 O.C.lOR EQUAL CON"C ON OF 666 LBS. r z a a S 0IIFYq 1 •; O L-j -i LZ—i LZ—L 1 Y IYI L3..1 Z I+ I 1 q I 2NDLW EN�WALL=SITE INSTALLER1 16d IyJ � L1 I Y IYI i N IL' MEPAF O 1®®2'3-. 1, AROUND ERIMETER �' o- W W (17)3/6'v6"LAC SCREW 1 IYI + M I.LJ ckf Of ALTERNATING ODES ON STE I q I Y I STANDARD STRAPPING DETAIL EWALLY SPACED I IYI III I Y I LL B 2ND L[yE�SIO[WALL=SITE INSTALLED 16d J I I I Y I Y I 1D�N.- NAILS T E E D I A I-Yy�II' I Y I Y I 0 NAIL D O 14 O.C.AROUN PERIMETER j.�is M I F'� a6 ,,,1.nAf1D y'�55' I P 11 I 5 21 LIDffRAr �j �29�E�4G /�f�i Y i dpEm Y14 F1'''y LLJ Y y�D.a0A A A Co r7 O N IY Irl \ \ \ d- MOD.TO MOD. I I=I FLR&CLG GIRDER CONNECTION DETAIL V s# '...' � •'• ------------ 1. IY (17)3/616'LAG SCREW r DETAL'A' 1 O .TRNA AG W Y SPA SLOES ON 91E I I N o N I y— �O O I I o cli :31 2.2 LEDGER I i�1iLYn rtWWerA I I EWWFNP uoq Raa Iesnw I 16'O.C. I I I ��I I FASTEN SECOND LEVEL CORNER STUDS WITH MOD.TO MOD. i P nWm i (2)ROWS 4' COMMON NAILS U O.C.OR ON-STE POST LOW USE(11)iq•DIA.LAG SCREWS EQUALLYLLLLY SPACED FLOOR GIRDER I LWT ( OR USE(9)3/6`DIA.LAG SCREWS EQUALLY SPACED go CONNECTION DETAIL a0 rO) ENDWA L- ITE IN TA Eg i(,� DIA I cacmmsnm mWaa I FAS TEN FIRST LEVEL CORNER STUDS WITH r-ZN�N Wn EH1AR A ".MI.EMBEDIi.(EN�t X 3 I I (2)ROWS OF 160 COMMON NAILS @ 4'O.C.OR cV1�pfLiL LTyS 5Z Lp �/Z 3 I I USE(16)1Y1'DIA LAG SCREWS EQUALLY SPACED WASHWER AND 15 IMINiAEMBEp NTD1X 3• 1 I 5 LL [ L p F6OACIT�ORLYyMS ApLICID L-------------J GALA STRAP%L 1T1/2QWW%L12 L W/ p- `YDTiuQM P141 6 PERMETER) z 6d NAILS EACH HALF OR EQUAL CONNECTION OF 622 L95.) FACTORY gIN�STA Epp /Z W 2 L W� 6d 5 L ANCHOR BOLT DETAIL OpCHAHALF 0 p"T TAW SNEAIHINO W/(21 ROWS OF I�6 GA ~ STAPLES O 2 0.C (OR ECL CONNNN ECTION OF d44 LES C� i STANDARD STRAPPING DETAIL IST LEVE.END ALL.-9TE INSTALLEDOCTGENNLFDO OR USP NFV O T0NAClAROUND PONNETR IST LEVEL SIDEYALC SINSTALLED 16d NAILS (FZn TDENNIED 0 100 AROUND PERMETER - W> W Q O F O O w U Q J � W NQ W a- Y Gfl TD �Y = O I— gQ O wN Q��E7��� ALJ Srh -L3.J oV) O O HOUSE 81'EARMIALL FA8TE10M DUALS E%IRAc�im F Sam I/am/ PALE f 6YAEY6 O1 PER MODEL APPROVAL a,-o_ S#????/0#4676 7C TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A Q OC,SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL ¢r 00 N N U U NO.M 006-08-066,EXPIRATION DATE 9/22/2014,WHICH HAS NOT BEEN Q Cn MODIFIED IN ANY WAY. ¢d' U 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REWIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. .a p"'M Q GARAGE '> p C4 Z RIDGE BEAM V Q z X O NAILING DETAIL z Q WMOD.TO MOD. tsa NAASFOR auANTr �` -'� N D" 3 CEILING BEAM CONNECTION DETAIL SEE ADFFEDITI0R A L PAGE FOR RAFTER FASETNING M�.gT1�S 74 R04E BOARD `^t .U.1 jbGYF'Po 3Yu � BA NIRS SEE ad LEOIII15 APPROVED FOR � 0/8( COSaA 15 NpT5qAL BS.) ✓ * W xa =3W G + y 16 GA STAPLES SEEAPPRDVED SYSTEMS FOR QUANITY 05/13/14 o GUSSET PLATE U NAILING DETAIL O AtAo984F$M°C&9-4o TOP PLA „+ s m m .1I. '�'Ap'A��d W.�N NA NIy•ACTORY M�5/TIpL Cm _,11 '4 d loo 1p PBOTIfMI PU,E`70 PQWE,ER) 4 0 s poYi 66 f; �W7 MIX GA ,fIP'l EDN. A L CTfaN�OF 621 lBS) J J .� $6 1 ST O w Q Q s 111 J Z Z ii 1i1 (/T J Q Li Li W � z j 6 I N 1 II 1 NAILS TOENAMEDAO 9'O.C.ARd1ND PERIMETER W � L1_ 6 I I (9)3/rA'u9 SCREW i F�1 6 j 16 1 p i �.O 2Np I yEL SmEwALL 5TE�N u�.m gee W W (r (r ALTETNAING SES ON ST: j - i p N i N' STANDARD STRAPPING DETAIL FIAILS'FTOE71ARE0 O 11'O.C.MIX1ND PERIMETER E°MLLY SPACED A TONA�(lER I e•�'�? 1„ I� ' 9�poM d° TIO 2d LEamt �N°'4^/ 2ell PIP I.5j6R 1 6 III N pO' Q N m DOO N 1 6 IPI 2 C:) \ \ \ \ P III Cn N d -:zt- MOD.TO MOD. 1 FLR&CLG GIRDER CONNECTION DETAIL i IIi s a'? >- s _ � r DETAL'A' 1 O I veE oo mem I ~ MEE N El (/7 I I r.eu� E O Owl I I o I I m -jr lewm uR6p °'°c e°ma B6a BmE611 I 16'O.C. I I FASTEN SECOND LEVEL CORNER STUDS WITH (2)ROWS OF 16d COMMON NAILS @ 16'O.C.OR I I USE(IO )1/4'DIA LAG SCREWS EQUALLY SPACED < BA�C�1'IMyTAa�� I I OR USE(8)3B'DIA.LAG SCREWS EQUALLY SPACED o M (ep"/f"p1 plAlE 70 pE1sElFp) I I FASTEN FIRST LEVEL CORNER STUDS WETH s ,'C4N Fray IN 1 A I 0O 94O qp°JB1 I (2)ROWS OF 16d COMMON NAILS Q 11'O.C.OR a �t AICHBOL ° � X 35C NST�A _,_, Ik � OtlIS i i USE(15)1/4'DIA LAG SCREWS EQUALLY SPACED WASl1EEERRR r0l"cl.; �S{1L�ELp�WAL� �7�NS�AU�D 1OR USE(12)3/8'DIA LAG SCREWS EQUALLY SPACED WAS°6'aC.AA PFREE1FR6dNABS `-------------J1g�EVEL ryWNST 166 NNS TOFNWID i/��N°Ro F ANCHOR BOLT DETAIL `a� S' t ��° 9i°��.� °�AnNO FFm1ETm C.) z 1 1 /C6I`_ STANDARD STRAPPING DETAIL AN N /�1J LBS) F- W n Q Z CD O F— O U W U D J F W a = W C) F— Y F— W otD w(D y1D Ln ZW zd i� 9Q rcN �I"7�W (nO�O GARAGE 81•EARWALL FASTENING DETAU E mllil°E rtmi�iscaam s7m I/WER/ PAcf k SYSTEMS OR PER MODEL IPPROM a,-rD S#????/0#4676 7D TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: O �F 1.THIS FACTORY-MANUFACTURED HOME(FUH)PUN HAS BEEN DERIVED FROM A W O 0 NO. SYSTEM DIPIRATION DSET OF FMH PLANS �9/22/2014.WHICH HAS NOT BEEN OVAL 0-Meq MODIFIED IN ANY WAY. 04 Q V'�U 2.THE EMERGY PUNS ARE IN COMPLIANCE MITN THE REOMREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE �W cn xo�o� q� .�z z�w�0 NE �zo¢U3 0 It � o Ws $ 3 o �� 0 05/13!14 DP RATING 47/50 0000 m Z Z J d EL � J J Z J Q Q O ALJJ W d Z_ W Li d li W W W � m' DOOR AND WINDOW SCHEDULE WINDOW ROUGH OPENING LIGHT VENT AREA U-FACTOR CLEAR WIDTH CLEAR HIEGHT QUANITY SILVERLINE DH 24210 301/4"X 371/4" 4.95 2.61 7.9 0.35 22.625 13.813 3 W T� SILVERLINE DH 24210-2 60"X 371/4" 9.9 5.23 15.9 0.35 22.625(EACH) 13.813(EACH) 1 0 SILVERLINE DH 3048 381/4" X 571/4" 10.8 5.7 15.4 0.35 30.625 22.813 2 Gn N SILVERLINE DH 3056 381/4"X691/4" 13.64 7.2 18.5 0.35 30.625 26.813 11 SILVERLINE DH 3048-2 76"X 571/4" 21.6 11.4 30.7 0.35 30.625(EACH) 22.813(EACH) 1 ick: SILVERLINE DH 2842-2 68"X 531/4" 18.8 9.8 25.6 0.35 26.625(EACH) 21.813(EACH) 1 �W0 0 SILVERLINE DH 3056-2 76"X 691/4" 27.28 14.4 37.1 0.35 30.625(EACH) 26.813(EACH) 3 SILVERLINE DH 30210 381/4"X 371/4" 6.63 3.42 10 0.35 30.625 14.813 1 DOORS ROUGH OPENING LIGHT VENT AREA U-FACTOR QUANITY SILVERLINE 6068SLIDER 751/2"X 821/2" 30.8 15.2 43.1 0.25 1 0 3/0 DOOR 381/2"X 821/211 0 19.3 22 0.14 1 gZ NN'�N 3/0 DOOR(FIRE DOOR) 381/2"X 821/2" 0 19.3 22 0.14 1 3/0 DOOR(1/2 LITE) 381/2"X 821/2" 8.3 19.3 22 0.28 1 zo _ 0 Li W Q CD CD o U W U M J Z6�Q LJ a_ --i CO FD (n go CD (/) L- < Q zm �W Sr7-W V) D DOOR AND WPMW 8CFMULE THS mFWA WTED R ma AH FHIS Sam i/UmER F PACE F smO m"oft ,-o S#????/0#4676 8A • TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A QO O SYSTEM SET OF FMH PUNS APPROVED BY D.O.S.MANUFACTURER'S APPROVAL a'�N N U ` NO.M 006-08-066.E)SRATKIN DATE 9/22/2014,WHI01 HAS NOT BEEN O Q MODIFIED IN ANY WAY. 0 Q U 2.THE ENERGY PLANS ARE M COMPUAHCF WITH THE REWFUENTS OF THE ENERGY CL, CONSERVATION CONSTRUCDON CODE OF NEW YORK STATE ..-) r- Q >o ¢�wvo Z X U d ' �zoQ3 _ Nwau"3 3 07875 � job + ► �, Q � 105/13/14] a z � 3 7 � �A 00 U � H U BBWH L BBWH,01 0 o cn O O T.N.IV HWBB I LL7 Z Z J a- [1 Y Y CD C' C7 STATE: NEW YORK ' 7925 WALL BTWU/HOLOSr BTU/H LOSS 602 CEILING BTU/H LOSS O STATE: NEW YORK I 1205 FLOOR BTU LO 924 WINDOW AND DOOR BTU/H LOSS 4294 INFlLTRATI BTUS{SH LOSS 175 WALL BTU/H LOSS 8978 TOTAL BTU H LOSS 312 CE UNG B LOSS 2631 TOTAL WA LOSS 624 FLOOR BN LOSS 11 FT.RADIA ON J J 1479 INFlL7RATI BTUdH LOSS 17 FT.HWBB O 1030 TOTAL WA LOSS I _O W 5 FT.RADIATION i w Z w I 7 FT.HWBB I V) L1 wORK ct: Q- Lt_ STATE,1 AND W NEW ANpp DOOR BTU/H LOSS i w W W 254 WALL BTU LOSS I (Y 299 CEILING BTTTTTNUUUUU LOSS 599 FLOOR BTU LOSS 3997 ITOTALL BTU Lo LOSS 1171 TOTAL WA LOSS I 5 FT.RADIATION 8 FT. HWBB «-___-_=_a_______-------------------------------------------------------------- _________________________________________________________ d --_-- i � Q N CT) O N D \ \ \ \ \ O rn i p (\ C37 N 0 I ' z N I O I mNoN x i STATE: NEW YORK r 1043 WINDOW AND DOOR BTU/H LOSS Er 642 WALL BTU/H LOSS O x J STATE: NEW YORK rco `z 335 CEJLING BTU LOSS ? ♦— z 1043 NINDOW D DOOR B1U/H LO55 < 670 FLOOR BTU LOSS N V7 mz m<o 293 WALL BTUq/NH LO55 m< ; 2390 INFlLTRATI BTU/H LOSS <z m< 3F 351 CEILI 4G BTU LOSS 330 5080 TOTAL BTU LOSS 33mo <m NI womzm� 1488 TOTAL WA LOSS n NO O zoo zo��F 703 F100R BTU LOSS I zo Al o �w 2505 INFlLTRATI BNM LOSS z�w O SO FFT.HWBB ON q� � � z<,-�.,,d�ooms 4895 TOTAL BTU LO3SS I ..�<o z �3cN.-fir 1434 TOTAL WA LOSS 4 6 FT.RADIATION ® aaalnrn� 9 FT.HWBB I c'nc'rt'o"'n n f~/IrnIV�Mr.- 4Y I InNN�N,o� N I i I 1 I I o _ 10'HWBB i 10'HWBB Z AN N I I Z I I O � w w _ co Q O O U LLj U I I J II Z (l7 uJ Q Y______J WY uJ a- 0 F� mV7 w0 Yn'c0 (ncd- 9Q `1 ISC", G z� CW jv) �O 1ST STORY FEAT PL.AH m mW WAS ipl SmA.i/OI✓OFR f PAGE IE DaRACWD F AN APPWQA9 s�S1eYsWPEu API++wK /�/may///� S#????/0#4676 9A TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MANUFACTURED HOME(FRH)PLAN HAS BEEN DERIVED FROM A A(-W O SYSTEM SET OF FMH PLANS APPROVED BY D.O.S..MANUFACTURER'S APPROVAL ¢00 00(4 U NO.M 006-06-066.EIPIRATION DATE 9/22/2014,NWOI HAS NOT BEEN M Y1FlE0 N ANY WAY. 2.7C0HE ENERGY FLANS ARE N COMPLIANCE NI7H THE REQUIREMENTS OF THE ENERGY �"a U CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. R ` y 0Q _ xv� �t zzo Q NW0.LT,3 En 7875 >. a G4,yyQ ss w = = 05/13/14 *g a oo� U � 1--1 U BBNH,9 I i r 1n O O Z Z J d a_ m (9 (9 y I STATE: NEW YORK 1046 WINDOW A D OR BTU/H LOSS 0 236 WALL BTU LOSS I STATE: NEW YORK LA w m I 254 CEILING B 1055 I 2066 WINDOW D DOOR BTU/H LOSS PnvI�� I 508 FLOOR B7U LOSS I 764 WALL BTU LOSS tnpl/I�In I 1206 INFlLTRATI BTU/H LOSS q/HN o'^ �� ti I 3250 TOTAL BTU LOSS I 515 CEILING BTU LOSS po m o I I 1029 FLOOR B LOS 952 TOTAL WA LOSS o i 6 FT.HWsBn� i 236 OS SS 3mpm`m3<m i i 10 HWBB Z Q Q o m�a�o LIJ J Z Z W z LL_ LLL I I n Om 41� I L--------- W ____-___-__ ckf W W W Of 1 I I t O _——_— \ \ \ \ \ ----------------------- Q N 0100 r O N p \ \ \ \ v ^ 0 N d N O O 0 O m N h m N } 000 ch: 0 Jm O gN� In I I y x o� mJo El STATE: NEW YAIXAN�.2�K o O N 8 N I }`� mam3F 3016 WALL BNMDLOSS11 BTU/H LOSS F rc rn �O O O Wpmam 310 CEILING BTTUU//HH LOSS amp < o '^m m(V wt zz� oo� 1310. 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