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HomeMy WebLinkAbout39291-z,0-���. - s-�3, y r STATE OF: NEW CODES: 2010 RESIDENTIAL CODE OF NEW YORK STATE 2008 NATIONAL ELECTRICAL CODE ENERGY CONSERVATION CONSTRUCTION CODE OF YORK NYS - 2010 EDITIONB PROFESSIONAL 72 EAST MARKET STREET BUILDING P.O. BOX 219 P MIDDLEBURG, PA. 17842 PHONE: (570) 837-1424 S SYSTEMS, INC. FAX: (570) 837-6133ui PLANT #1l PLANT#2 CAPE MODEL ON -54514 � w u s N n (.3z z m W z N Z N M o D V In v Ln 0 (n z 9 z ~ o M a w „o DRAWING INDEX SITE ADDRESS_ 354 GOLD JULE LANE MATTITUCK NY 11952 SITE ELEVATION: 7 FT. ABOVE SEA LEVEL 2.1 PSF FOR EVERY 100' ABOVE 1,000 FT. 20 SNOW LOAD PER MAP 20 ADJUSTED SNOW LOAD Y F F- Q d w PAGE DESCRIPTION COVER SHEET 21-2.4 ELEVATIONS 3.1 FIRST STORY FLOOR PLAN TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS (AND SPECIFACATIONS) ARE IN COMPLIANCE WITH THE E.C.C.C.N.Y.S , 2010 EDITION. COMPLIANCE IS DETERIMINED BY THE USE OF RESCHECK, COMPUTER SOFTWARE DEVELOPED BY DOE, AND CONFORMANCE TO THE GENERAL PROVISIONS OF CHAPTER 5, SECTIONS 502, 503, 504, 505 INDIVIDUAL (DISCRETE) PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO THE LOCAL CODE ENFORCEMENT OFFICIAL IN THE CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE ACCOMPLISHED BY A RESCHECK REPORT LABEL LOCATIONS. DATA PLATE PER DWELLING AS INDICATED ON PLANS THIRD PARTY EACH MODULE AS INDICATED ON PIANS STATE LABELS EACH UNIT AS INDICATED ON PLANS THESE DRAWINGS ARE PROPERTY OF PROFESSIONAL BUILDING SYSTEMS, INC. AND SHALL P.E. SEAL F NEW �� SE y } „� c F w '� o ��aw .757 ttlt8/t3 o d uo 3.2 SECOND STORY FLOOR PLAN 33 FIRST STORY SHEAR WALL PLAN 4 FIRST STORY ELECTRICAL Li71 U Ld () cf) LTJ CL n s =q N ir,om ,n wm,m o o x 4 5 FOUNDATION 6.1 CROSS SECTION 6 2 CROSS SECTION (MAIN SHEAR) BUILDING INFORMATION: BUILDING CONSTRUCTION TYPE- VB USE GROUP SINGLE FAMILY DWELLING DESIGN CRITERIA: 6 3 CROSS SECTION (BUMP -OUT SHEAR) 7 RAFTER 8.1 CONVECTION 82 CONNECTION (MAIN SHEAR) 82 CONNECTION (BUMP -OUT SHEAR) 9 HEATLOSS WIND SPEED 120 MPH WIND EXPOSURE: C SNOW LOAD: 20 PSF SEISMIC CATEGORY- C 10 DOOR AND WINDOW SCHEDULES RESCHECK PFS STAMP SHEAR WALL CALCS NOT BE REPRODUCED AND OR COPIED WITHOUT AUTHORIZATION SUPPLYING A BUILDING COMPONENT TOA GENERAL CONTRACTOR OR BUILDER ALL THE GENERAL PBS WILL BE CONSIDERED AS A SUB -CONTRACTOR IN ALL BUILDING PROJECTS, NOTES WITH REFERENCE TO "IFIELD", "ON-SITE" OR "BY BUILDER" ARE PERTAINING TO THE RESPONSIBILITIES OF THE CONTRACTOR. I Lo Do N LL 9 a m cn a J"I FLOOR LOAD (SLEEPING AREAS): 30 PSF FLOOR LOAD ALL OTHER AREAS 40 PSF FLOOR DEAD LOAD: 10 PSF RAFTER LIVE LOAD- 20 PSF RAFTER DEAD LOAD. 10 PSF CEILING LIVE LOAD- 20 PSF CEILING DEAD LOAD: 10 PSF THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE. ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCE DISCRETE MODELS (PLANS HAVING THE SAME SPECIFIC ROOM ARRANGEMENT OR BUILDINGS IN HIGH WIND AREAS THAT AGE SUSCEPTIBLE TO WIND BORNE DEBRIS SHALL COMPLY WITH SECTION R301.2.1 ON-SITE BYSTATE BUILDER ARCHITECTURAL STYLE) SHALL BE PREPARED FROM THESE DRAWINGS WITHOUT MODIFICATION, ADDITION OR DELETION IN ANY MANNER. N F Q N LL � " < E > o << 4 w z w < c w LL'o w m a � a < 1. IT IS MANDATORY FOR THE BUILDER TO COMPLETE THIS HOME IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE REQUIREMENTS ADDITIONAL SITE WORK STAMP MAY BE a FLOOR INSULATION - CRAWL SPACE b FOUNDATION WALL INSULATION - BASEMENT S A>�+`^- m c PERIMETER INSULATION - SLABS d INSULATION - PIPING EXPOSED TO UNCONDITIONAL SPACES THE ABOVE MUST BE ACCOMPLISHED WITHIN STATE CODE REQUIREMENTS 2 BUILDER RESPONSIBLE TO FILE THE REQUIRED CERTIFICATION FORMS WITH THE LOCAL ELECTRIC UTILITY PRIOR TO OBTAINING PERMANENT ELECTRIC SERVICE 3 PBSI TO USE INTERNATIONAL ENERGY COMPLIANCE CODE SEE SUBMISSION SET ,I �.NL cLs T I11 v JAG `� G• a o' a rn m a a a o FOR EXAMPLF EACH INDIVIDUAL MODEL TO REQUIRE A RESCHECK TO MEET THE ,2 M M I RC REQUIREMENTSo ALL MECHANICAL HEATING SYSTEMS TO BE DONE ON-SITE BY OTHER w o f 0 0 N m 0 N\\\ ° - 0 0 I I W I ' I i r STATE OF: NEW YORK CODES: 2010 RESIDENTIAL CODE OF NEW YORK STATE 2008 NATIONAL ELECTRICAL CODE ENERGY CONSERVATION CONSTRUCTION CODE OF NYS — 2010 EDITION PROFESSIONALo 72 EAST MARKET STREET P.0 BOX P BUILDING MIDDLEBURG9PA. 17842 PHONE: (570) 837-1424 B S SYSTEMS, INC. FAX: (570) 837-6133 PLANT#11PLANT#2 CAPE MODELa ON -54514 Z Lu o N N B z z _ m '" Z,ro ' ko V �s o V) N j Z O W row _ w o `� DRAWING INDEX STTEADDULEL 3549 OLD 7ULE LANE MATTITUCK,NY11952 SITE ELEVATION: 7 FT. ABOVE SEA LEVEL 2.1 PSF FOR EVERY 100' ABOVE 1,000 F r. 20 SNOW LOAD PER MAP 20 ADJUSTED SNOW LOAD _ ~ Q z " Z J W PAGE DESCRIPTION COVER SHEET 2 1-2 4 ELEVATIONS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS (AND SPECIFACATIONS) ARE IN COMPLIANCE WITH THE E.C.C.C.N Y S., 2010 EDITION COMPLIANCE IS DETERMINED BY THE USE OF RESCHECK, COMPUTER SOFTWARE" DEVELOPED BY DOE, AND CONFORMANCE TO THE GENERAL PROVISIONS OF CHAPTER 5, SECTIONS 502, 503, 504, 505. INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO THE LOCAL CODE ENFORCEMENT OFFICIAL IN THE CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE ACCOMPLISHED BY A RESCHECK REPORT LABEL LOCATIONS DATA PLATE PER DWELLING AS INDICATED ON PLANS THIRD PARTY EACH MODULE AS INDICATED ON PLANS STATE LABELS EACH UNIT AS INDICATED ON PLANS THESE DRAWINGS ARE PROPERTY OF PROFESSIONAL BUILDING SYSTEMS, INC AND SHALL NOT BE REPRODUCED AND OR COPIED WITHOUT AUTHORIZATION PBS WILL BE CONSIDERED AS A SUB -CONTRACTOR IN ALL BUILDING PROJECTS, SUPPLYING A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. ALL NOTES WITH REFERENCE TO '1N -FIELD", "ON-SITE" OR "BY BUILDER" ARE PERTAINING TO THE RESPONSIBILITIES OF THE GENERAL CONTRACTOR THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCE DISCRETE MODELS (PLANS HAVING THE SAME SPECIFIC ROOM ARRANGEMENT OR ARCHITECTURAL STYLE) SHALL BE PREPARED FROM THESE DRAWINGS WITHOUT MODIFICATION, ADDITIOIJ OR DELETION IN ANY MANNER, P.E. SEAL ,�b Ew '�' o c w •r o 1v1ar13 W �n vi 0 3.1 FIRST STORY FLOOR PLAN 32 SECOND STORY FLOOR PLAN 3 3 FIRST STORY SHEAR WALL PLAN 4 FIRST STORY ELECTRICAL Li a_ U W 0 U) Li n c N n w <�^ _ ^ Noa i o LL m cl) QI"I s FOUNDATION 6.1 CROSS SECTION 62 CROSS SECTION (MAIN SHEAR) BUILDING INFORMATION: CONSTRUCTION TYPE: VB USE GROUP. SINGLE FAMILY DWELLING DESIGN CRITERIA: 6 3 CROSS SECTION (BUIIP-OUT SHEAR) 7 RAFTER 8.1 CONNECTION 8 2 CONNECTION (MAIN SHEAR) 82 CONNECTION (BUMP -OUT SHEAR) 9 10 HEATLOSS DOOR AND WINDOW SCHEDULES RESCHECK WIND SPEED: 120 MPH WIND EXPOSURE C SNOW LOAD 20 PSF SEISMIC CATEGORY: C PFS STAMP SHEAR WALL CALCS FLOOR LOAD (SLEEPING AREAS). 30 PSF FLOOR LOAD ALL OTHER AREAS 40 PSF FLOOR DEAD LOAD: 10 PSF RAFTER LIVE LOAD: 20 PSF RAFTER DEAD LOAD: 10 PSF CEILING LIVE LOAD: 20 PSF CEILING DEAD LOAD. 10 PSF BUILDINGS IN HIGH WIND AREAS THAT ARE SUSCEPTIBLE TO WIND BORNE DEBRIS SHALL COMPLY WITH SECTION R301.2 i ON-SITE BY BUILDER N a m o F " o b < 4 w 0 n < 4 w 0 ° < 7 w m 0 ° 4 w m 0 < 4 w m 0 a < 0 I IT IS MANDATORY FOR THE BUILDER TO COMPLETE THIS HOME IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE REQUIREMENTS ADDITIONAL SITE WORK MAY BE a FLOOR INSULATION - CRAWL SPACE b FOUNDATION WALL INSULATIOH - BASEMENT t PERIMETER INSULATION - SLABS d INSULATION - PIPING EYPOSED TO UNCONDITIONAL SPACES THE ABOVE MUST BE ACCOMPLISHED WITHIN STATE CODE REQUIREMENTS 2 BUILDER RESPONSIBLE TO FILE THE REQUIRED CERTIFICATION FORIISWTH THE LOCAL ELECTRIC UTILITY PRIOR TO OBTAINING PERMANENT ELECTRIC SERVICE 3 PBSI TO USE INTERNATIONAL ENERGY COMPLIANCE CODE SEC SUBMISSION SET FOR EXAMPLE. EACH INDIVIDUAL MODEL TO REQUIRE A RESCHECK TO MEET THE IRC REQUIREMENTSw ALL MECHANICAL HEATING SYSTEMS TO BE DONE ON -SITE BY OTHER STATE STAMP �J S Ax.oGu.Qe�- J�[i.lAw C Cw W1a SCALE=111'44, ! �n / CEILING Rm: SG PLOOSE AL VINYL /RNG & 7\Y SOFFIT - OMIT FASCIA NOTE -ACTUAL HOUSE MAY VARY FROM ELEVATION CEILING (%!:!I FLOOR /,MmK, \�}\2 $ cn L. \ tn ch V) w \ \ <)�:Lo` w\ (\�/ CEILING (%!:!I FLOOR /,MmK, CEILING IFLOOR SHIPLOOSE ALL VINYL SIDING & VINYL SOFFIT - OMIT FASCIA PORCH OVERHANG, SLAB, POSTS AND RAILING FOR PORCH TO BE SUPPLIED AND NOTE —ACTUAL HOUSE MAY VARY FROM ELEVATION INSTALLED ON-SITE BY OTHERS 11/18/13 CEILING — r M z�z ^ < a z rr Li z � U In LI .0 W Ha- y K K J O Q o U m U) v a N N U) o rc i a w N oz' u G D U z — Z O =tt y U w o J i Q w 9 U U) <_ J H W a w < "o t z o to O N O CEILING « < w z z z � In LI W W K K IY } m FLOOR a a N O d rc 0 a a mAl P= vi.=r.n• CEILING IFLOOR SHIPLOOSE ALL VINYL SIDING & VINYL SOFFIT — OMIT FASCIA PORCH OVERHANG, SLAB, POSTS AND RAILING FOR PORCH TO BE SUPPLIED AND INSTALLED ON-SITE BY OTHERS NOTE —ACTUAL HOUSE MAY VARY FROM ELEVATION 11!18/13 Wn Y Y M W (L1L ,D Q'\z V O K q p p W < F Y v m O o O X W I�d361�i J W W CO p �• Lr) a m cn00 � dmf CEILING o�z4� (n acaca w z Q z z z U O IQ- J � o 0 Qw co F 0 m > > > > N cn v www i t N o N z V ou Z w to G D- U � Z Z — O �k Y U N o J Q IA o U I-!7 < cy J — M LJ N DO < D w <w o� u � o Wn Y Y M W (L1L ,D Q'\z V O K q p p W < F Y v m O o O X W I�d361�i J W W CO p �• Lr) a m cn00 � dmf CEILING (n acaca z z z z z F n > > > > > N w www w 5- m m FLOOR a 0 y. 11 w2�4a SCALE=114'=1'-0' BUILDER RESPONSIBLE FOR COMPLIANCE WITH SECTION R612.2 (WINDOW SILLS) OF THE 2009 IRC (TO BE DONE ONSITE IF APPLICABLE) 22'-0' E DORME DATA PLATE, STATE AND RFS LABEL LO IL_I 11 l W4 . - � DGINS�i III li sRl i21 11 I`; - CLD k WALL O tt Y'i W F m 0 0 o _"IJ L° 1 0 Q CLG k WALL GM 4'_p• rt0unl nuuR ONLY N Y 12'-0 - O RARING BY F_ 17 1 1 FOR 011 -SIR: RNNRE WALK—IN j -R I RY DRIERS 3-2.4 FS ❑E• C ---- O ih SND GRADE 4ND_ GRADE- I (0 ) N CLOSET f 1 ADA AYEi H Lt 8 a BATH #'2 3/+' PLYR U m •i _ •. 2,G r ONM W Y U V) - � U Ar I n J F7 7 n CO CO F_ R- 3" RADON HENT- 1 6 LINpHi I, _ BATH Q u •I F O 2' FUTURE KNT € N M+ Ht o N LED u 0 :� 2'-7 1/2' SC X SC o a Q 6-0 ® 2852 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -I n j 2-2.F FS •ISND 3-2.6 FS STUD CrteTE SC STUD GRADE OMIT Y-11' S(CT 3-2.4 FS ❑1 _ CLG k WALL GYP GRADE SlD TRIM N STG GDR R OWILTAR UM is 511. COLUM IS z 0 M- ON-_ 8/(2)1/2 ------------------1n^v-ears RT ERCR'- LOCARON In n I - < ° BEDROOM #1 ft. SR ft 266 00 Lx1hI Rq 2129 L,)I Pn e4 41 92 a Vml 1e4 10 4 M Vml N.4 2352 A 22'-0' E DORME DATA PLATE, STATE AND RFS LABEL LO OMIT CpM1 01 K SRM Y FAugi- rtOu RI RUMt CHLY � 9'-0" I I I BREAKFAST I NOOK I 1; 5R FL 104 " ol. L4n1 Rq 132 Vy t R, 32 4 �• % IY DRAN k vmi ry wla.k icic --M SNOFO 10 ATTIC '2 N �(3) 3' PVC CHAS I I HALL --, IL_I 11 l W4 . - � DGINS�i III li sRl i21 11 130 2-2.• FS SND GRADE CLD k WALL O tt Y'i W F m 0 0 o 0'"T 3'—u" SELL 1 0 Q CLG k WALL GM 4'_p• KITCHEII N Y OMIT CpM1 01 K SRM Y FAugi- rtOu RI RUMt CHLY � 9'-0" I I I BREAKFAST I NOOK I 1; 5R FL 104 " ol. L4n1 Rq 132 Vy t R, 32 4 �• % IY DRAN k vmi ry wla.k icic --M SNOFO 10 ATTIC '2 N �(3) 3' PVC CHAS I I HALL --, 2'-9" F _____________- OMIT 3 -11" SECT 2016 Vm1 R, 2-2v{ FS STUD CRATE 2-2.• FS SND GRADE CLD k WALL O tt Y'i W F m 0 0 o 0'"T 3'—u" SELL 1 0 Q CLG k WALL GM 4'_p• 2V N Y 12'-0 - O RARING BY F_ 3-2M " 3-2.4 FS ---- O ih SND GRADE 4ND_ GRADE- LIVING ROOM Roam A rt 221 LAI Rq 174 LRIII b44 2016 Vm1 R, 194 b 1176 CLO W F m 0 0 o � 1 0 Q FOYER 0 U N Y - O RARING BY F_ Y J MANUUFFFAACCTTUREP-1 W O ih Q V7 LIVING ROOM Roam A rt 221 LAI Rq 174 LRIII b44 2016 Vm1 R, 194 Vml PrWdN 1176 50'-0' 12'-4" DINING ROOM R. SR F1 15725 TRIM Pq 12% L4n1 Pn4,t 15% Vmt R.4 421 Vrnt h4..4k 2321 r1 ISPF i2 [�4 6'-0" 56'-0" L Y W Q z N. Q x awn U� x COw! /L3J U Y m m `. (_50 N 0 2< _j U W r a- O 0 W Vl Un a M ch N ,U) ae I 4 4 sir 2-x.a EE 4 4 I -0" zest 8'-3' 12'-6" ( z 22'-0" 'A" 3I'-6' 2152 35'-9' �0'-0" 2852 44'-p" A I HER 3-2.4 fCOTMER HDR 3-2.4 (DORM NO -. QDOFMER HDR 3-2a VI <Q Q ,o SRF 12 SPF 12 SRF A2 SPF A2 I I=- LL Z W Z 4 7 O -� PORCH OVERHANG, SLAB, POSTS AND RAILING Q r Of 0 FOR PORCH TO BE SUPPLIED AND INSTALLED ON-SITE BY OTHERS I N w zISUPT ROSE (M) ------------°--------------®--- --------- - - - - - - - -------------® PORCH POST MUST MEET FOLLOWING REQUIREMENTS LBS IF NEW 1- m OF UPLIFT FORCE PER POST 1218 RESISTANCC TO LBS OF GRANTY LOAD PER POST 930 AND SUPPORT FOR '�� SE N Z L_ 1- 0 1 , I In POSTS TO MEET REQUIREMENTS SUPPLIED AND INSTALLED � G a N ED M a a 0 ON-SITE BY OTHERS y p o C f w 6 MM M h 201D0 RESIDENTIAL CODE OF NEW YORK STATE 4R�aw�O 11!1B -11 F N N 00 O 0 o 0 N N 2008 NATIONAL ELECTRICAL CODE 8/13 0 0 V o N N c ENERGY CONSERVATION CONSTRUCTION CODE OF NYS - 2010 EDITION 0 Do 0 NOTES I.*- DENOTES ADDITIONAL COLUMN IN BASEMENT 5. STAIRS TO BE 8 1/4" RISERS AND 9" TREADS. 9. IIEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED 13SMT 2.2X6 EXTERIOR WALLS 16" O.C. 6. CLG BEAM OVER BED h!1 TO BE: 6-11/2"x9 1/4" M.T.. 10. IIEAT LOSS CALCULATED FOR IST FLR ONLY 3.2X3/2X6 MARRIAGE WALLS 16" O.C. 7. CLG BEAM OVER LIVING/DINING TO BE: 4-1 1/2"x91/4" M.L. IL 4.8A-0" CLG. 8, BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 12. 3R1 SIZED HEATING SYSTEM TO COVER A BTU LOSS OF 39200 SCALE= 714 =i' 0 LED _ } r - z U �Z W F m 0 0 Q U O F_ Y J o W O Q V7 � (0 ) N i H Lt 8 a U � W Y U V) Q � U � K J F7 7 n CO CO F_ R- W Q u 0 F O Z N . V o N LED u 0 L Y W Q z N. Q x awn U� x COw! /L3J U Y m m `. (_50 N 0 2< _j U W r a- O 0 W Vl Un a M ch N ,U) ae I 4 4 sir 2-x.a EE 4 4 I -0" zest 8'-3' 12'-6" ( z 22'-0" 'A" 3I'-6' 2152 35'-9' �0'-0" 2852 44'-p" A I HER 3-2.4 fCOTMER HDR 3-2.4 (DORM NO -. QDOFMER HDR 3-2a VI <Q Q ,o SRF 12 SPF 12 SRF A2 SPF A2 I I=- LL Z W Z 4 7 O -� PORCH OVERHANG, SLAB, POSTS AND RAILING Q r Of 0 FOR PORCH TO BE SUPPLIED AND INSTALLED ON-SITE BY OTHERS I N w zISUPT ROSE (M) ------------°--------------®--- --------- - - - - - - - -------------® PORCH POST MUST MEET FOLLOWING REQUIREMENTS LBS IF NEW 1- m OF UPLIFT FORCE PER POST 1218 RESISTANCC TO LBS OF GRANTY LOAD PER POST 930 AND SUPPORT FOR '�� SE N Z L_ 1- 0 1 , I In POSTS TO MEET REQUIREMENTS SUPPLIED AND INSTALLED � G a N ED M a a 0 ON-SITE BY OTHERS y p o C f w 6 MM M h 201D0 RESIDENTIAL CODE OF NEW YORK STATE 4R�aw�O 11!1B -11 F N N 00 O 0 o 0 N N 2008 NATIONAL ELECTRICAL CODE 8/13 0 0 V o N N c ENERGY CONSERVATION CONSTRUCTION CODE OF NYS - 2010 EDITION 0 Do 0 NOTES I.*- DENOTES ADDITIONAL COLUMN IN BASEMENT 5. STAIRS TO BE 8 1/4" RISERS AND 9" TREADS. 9. IIEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED 13SMT 2.2X6 EXTERIOR WALLS 16" O.C. 6. CLG BEAM OVER BED h!1 TO BE: 6-11/2"x9 1/4" M.T.. 10. IIEAT LOSS CALCULATED FOR IST FLR ONLY 3.2X3/2X6 MARRIAGE WALLS 16" O.C. 7. CLG BEAM OVER LIVING/DINING TO BE: 4-1 1/2"x91/4" M.L. IL 4.8A-0" CLG. 8, BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 12. 3R1 SIZED HEATING SYSTEM TO COVER A BTU LOSS OF 39200 SCALE= 714 =i' 0 5'------ a. ---1,-9. --r---6'- -----1--_-- 4Y'-�j-------I'---6'-4 ----] 3_B, 10 PROPOSED SECOND FLOOR DRAWINGS ARC TO BE USED AS A GUIDE ONLY. BEAM SIZE IS BASED ON SUGGESTED PLAN SHOWN P.B.S. WILL NOT ASSUME ANY LIABILITY OR RESPONSIBLE FOR ALTERED CONSTRUCTION OF SECOND FLOOR LAYOUT 11/18!13 Lo r o<Zt of o w Q U O Y o N F- J W O ; O z Q <L o N A (n d � F o � u G d (-3 Z O a� —L z J Y U) J Q D u J F_ m W 1n m _ a W Q o w O w F - Lr) w 7 r z nl o Ln O z Q W Y W J <Y� Q N Y 2 p M u l T O b x m v N wO Q �r w n � 00 ox na�a� (n W ctf 0 s In w OzO_ s 9 O C Nq! Ln -d d m fn',7 e � N � m 17* -0' 10'-0' 17'-0" 22'-0" Q Nlw > m --------------------------- --------------------------------------------------- ________------ o. — — — — — — ----------------------------- I I z1 ID I I I I !,, wls wxrx I 3• RADON 2• NNHr KNT I 1 BATH #3 ' 16-7 1/2" •I 15'-6' 9' - 1 i p CLO CLO CLO\ CLO ti I ❑L ❑L ❑L O RE11 _11 _n � 4 ❑L ❑L ❑ ❑ �\ �U I W U� ❑1 U� I I s/L 5A s/L 3O 1 ❑ 1 ❑ _i .w1c BEDROOM p2 HALL BEDROOM #3 �oK -----------------� I. R. 51 ft 19956 bxn Sq fl 21405 HDR ! Ly t R, 1511 LIg41 A, 1712 90W r L41t hudN 115 L1ht Rurda 115 o Vrn h0 715 o Vmt RK 956 o 7 Vml hoe*1 102 Vmt lr.M,4 102 •I t2 I I 5'-10 1/2" 1 3'_9• 1 5'-10 1/2' 13'_0• D'_9• I 7•_D• 1 S-9• I 1 5-10 1/2' 5'------ a. ---1,-9. --r---6'- -----1--_-- 4Y'-�j-------I'---6'-4 ----] 3_B, 10 PROPOSED SECOND FLOOR DRAWINGS ARC TO BE USED AS A GUIDE ONLY. BEAM SIZE IS BASED ON SUGGESTED PLAN SHOWN P.B.S. WILL NOT ASSUME ANY LIABILITY OR RESPONSIBLE FOR ALTERED CONSTRUCTION OF SECOND FLOOR LAYOUT 11/18!13 Lo r o<Zt of o w Q U O Y o N F- J W O ; O z Q <L o N A (n d � F o � u G d (-3 Z O a� —L z J Y U) J Q D u J F_ m W 1n m _ a W Q o w O w F - Lr) w 7 r z nl o Ln O z Q W Y W J <Y� Q N Y 2 p M u l T O b x m v N wO Q �r w n � 00 ox na�a� (n W ctf 0 s In w OzO_ s 9 O C Nq! Ln -d d m fn',7 e � N � m NOTES: I.*- DENOTES ADDITIONAL COLUMN IN BASEMENT 5. 9. 2.2X6 EXTERIOR WALLS 16" O.C. 6. 10. ` /� 3. 7. 11. 3L// 4. 8. 12. a` SCALE=1/4'=i'-0' Q Nlw > m NOTES: I.*- DENOTES ADDITIONAL COLUMN IN BASEMENT 5. 9. 2.2X6 EXTERIOR WALLS 16" O.C. 6. 10. ` /� 3. 7. 11. 3L// 4. 8. 12. a` SCALE=1/4'=i'-0' I � I � I I C]------------- m------------- _________1L___fl_____________ m____--_______© 1ST LEVEL ENDWALL S SIDEWALL T1r0 S S SHEATHING11� � 2 X6(SEE #1/X2)WALL : ���ry 7 DRYWALL EXTERIOR INTERIOR 1 it'O S S EXTERIOR (BLOCKED) INH? GYPSUM INTERIOR FASTEN 0 S G WITH W NALS(06-O C OR it CA STAPLES® T O C PER ESR4SS9 (JULY 1200!) FASTEN GYPSUM W/5d NAILS Q TOC EDGE f it INTERMEDIATE IST LEVEL ENDWALL (BEDROOM #1 / W.I.0 %r0 S 2 SHEATHING 2Xt(SPF#1M'2)WALL _� II/ 1?DRYWALL OEXTERIOR INTERIOR 2 .T/1rO S (CLOICKED)WSUMINT FASTEN 0 8 1 WITH MNALS PO C FASTEN GYPSUM Wl StNLSm7OC EDGE/ 10- INTERMEDIATE 1ST LEVEL ENDWALL (DINING) T/rO S B SHEATHING ( 2 X t (SPF #1X2) WALL DRYWALL EXTERIOR INTERIOR 3 7/16'0 S S EXEMOR(BLOCKEO)WI12'GYPSUMINTERIOR FASTEN O S I WITH W NAILS ® ]'0 C FASTEN GYPSUM WI td NAILS ®7' 0 C EDGE I10 -INTERMEDIATE 11/18/13 - BUILDER INSTALLED HOLE) DOWN FROM FOUNDATION TO STUDS >W LBS (SUGGESTED SIMPSON HHDOt 1 SDS2 5 HOLD DOWN OR EOUAL) AFOUM' DnnoN To STUDS D'o'DBDOWNIIGGESTFD SIMPSON HHDO11-SDS2 5 HOLO DOWN OR EOUA-1 FQ- J .0 Ld O 3o ON Q U) z n v 1-- V) 0 = C -O w U c 2 � U p O Ld Y U L.J o J Q W p U N Of W = m H w u o _z H O N 0 Lr) w Z Z 2 Z Z> a r LL V LL 4 4 O N >> >> > D. N w w w w w m D: o: trttrr < ED O] Z 3 aNmc,,a a Q � Of r1Mn,nn nr lal 000 E; 00 0 O O O N n 3 n SCALE= 114'4-0' ---------------------------- I IF------------------------------ I I IgRA I 1 SNITCH WIPE. 4 JOOx �_(_ IFat ON -SIZE LIGHT I p ADL LC H I I il3 LA i`__J I �= L_J I I C'4 M1T - I I I 0 w 1 1 3u I F , LUPI o -- r .I. 2.6 zP OF--- S 2 S •) I 0 n $ ____—_ AGF ,X GFI I L__ .---X I I I I3 r__________ J® ______JI E,Ir_________________� L ----IIS --------------------- Q------------------0 � III F ELEC DROPS Q I 24 �� Y./ 22' COILS N (� _---------_-- F--------'�`---til O Y Af-112-2 I zo A I I I r �I I ■� NNE GH I I PULL( J 12-2 i I ■> IIov ■ADD'L 10% AND BLOCK 12_2 I FOR PADDLE FAN I ADD/ ■ 2 D A I i o2 131 "L I I I I I ■ PDX AND RLOCN EACH FOR (ADDLE FAN 1A-2 1 I I ■l 20 A 12'COL ,L, ®-1---------------- �J ® III �_ J Du„rte\ r— ELEc nRors N/ s' colts q o ------------q I I I I I I I I I I I I I II I I NOON gNul; II I I I I I I I I I I I s4I __ �I 1r — — t — ” — 5 � b O - CHINES I ilr IL __________ xL rORCATCH. WRE, a .I•ox K' Ol Wp i✓ 1 wr oR a+ -s LIGHT r l l ADU'L Dn AI I cFl 1 1 Atoll `ryI EI I I 11 I IX II I �I l I l I I al �I I I II I RI II II I II ®_____________Js3 -_—___________H___JfL_________11___I�_______—_____ Jn_____________®I L________________________________________________L________________—________—___J ALL BRANCH CIRCUITS SUPPLYING 15 AND 20 AMPERE OUTLETS ARE TO BE PROTECTED BY AN ARC—FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH THE 2008 NEC ALL 125 -VOLT, 15-20 AMPERE RECEPS INSTALLED IN AREAS SPECIFIED BY 210.52 SHALL BE LISTED TAMPER-RESISTANT TYPE $WTCH WARE. 4 ADA FOR ON-9TF LIGHT 11118/13 U Z o U � zO w �a lfl K _J Y U N o J Q Lu U U J H r) g N w (n 0 J n d 3 d W M W I- a w g a O a 0 �� (n v F- d m co Lr) i O 4 SCALE=111'=1'V z w _J Q U `�NKhp �N nOm IJJU1�I 0 J n d 3 d W W U) W>- 0 0 I � (n � Z 9 LO d m co 4 SCALE=111'=1'V N.Y. PE IS REQUIRED TO DESIGN THE FOUNDATION PER THE LOADS LISTED AND FOR ALL FLOOD PLAIN REQUIREMENTS. FOUNDATAION SHALL BE INSPECTED AND APPROVED BY THE LOCAL BUILDING INSPECTOR 56'-0" _________________________________________ 44'-0" FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE ONLY. PROFESSIONAL BUILDING SYSTEMS WILL NOT ACCEPT ANY LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS NOTES' 1. 2 3. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE 4 C014CRETE COMPRESSIVE STRENGTH: 3000 PSI 5 M OR S TYPE MORTAR TO BE USED - BUILDER INSTALLED HOLD DOM FROM SIMPSON HHD01O1 DS SD25 OLD DOWNUOOR EQH.LL] ABUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS, 1621 LBS(SUGGESTED SIMPSON HHDQI 1S5 S25 HOLD DO I OR EQUALI L0 o�z I __________________________________________ __________________--_-----------_------_____ 51DCWAILANCHORCOLTS o �„ W® 72oc ORS a-((��7iO c� (ORUI SHEAR CONN OF 7,071 M) I • I I I U I I • 1 I I 0 I I I I I H I I • I I W J O I I � I m U) I`- I 4ND I Izn I I d I 1h I ~ I • I 0 g V, w 4 I I U ES�N``D�QWppALLANCHOR55I�IOL®®TS(rfV(p z C) atr K y (OR E07UILL SNFAR CANN OF 2,5651-n o z J Q W O • I i K I M I I CO P- _ 5'-1" 6'-2" 6'-2" 5' I I F- Cl Ed Ed Q - W 0 SIDE 'NA21AN OR BaLrs(ryR) I w O • I N 17® 7Y0 cOROT 7200 I LOSC EOUALSHEAR OF 1,9'7 LIS) I d I z i V (Ort O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1- -------'ii IS -� ---r$-i-- ---T�-1 ---- • N 13512 IP'IND$ I 1 1 1 I I I I 1 - _____ I RC rvpS IWJ! ND I ie�'I DUOS QRu1S Idi -rz. 5 ------ 651 n 5 I • J7`OS • 12,_0. I ` 18'-2, 26•_4. A51� 3R'-E"IIp1R+D SO"x30'x12" CONC mwMNer ouluD /s, CoI.vMNReDtnRED b2' rnlumNaror�lri`o kFOOTER W/3 1/2 HOIDDIMLNSION HOUIDIMMISMON IIOIDDPIENSION I • 1 CIA COLUMN I I I • I MO j I I I ;, t�®WALLA sBEk@TTSDy/ (OR EOUALSIfMG&M OFP/.�VNIIS) I • f FND®®WAIL ANCHOR yyBOLT' (OR EWAPS"E COtJN OFO/,0NIJS) i j I I • a SIDEWAI.L ANCHOR BOLTS 'm I I (r0 7rOCOR Sr 7�c1 OR�OUAL SHEAR CONN OF 7A77 LBS) I I I i • 6" MINIMUM CONCRETE WALLS • I OR SUPERIOR WALLS ) ______________ ______ _______ ______________________________ ____________J I I I I I I 'o I I I PORCH SLAB I I I I I I w J _________________________________________ 44'-0" FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE ONLY. PROFESSIONAL BUILDING SYSTEMS WILL NOT ACCEPT ANY LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS NOTES' 1. 2 3. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE 4 C014CRETE COMPRESSIVE STRENGTH: 3000 PSI 5 M OR S TYPE MORTAR TO BE USED - BUILDER INSTALLED HOLD DOM FROM SIMPSON HHD01O1 DS SD25 OLD DOWNUOOR EQH.LL] ABUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS, 1621 LBS(SUGGESTED SIMPSON HHDQI 1S5 S25 HOLD DO I OR EQUALI N i i< i< J w z z z z z> Q ¢ f v >> >> > a LO w w w w w d SO SO SCALE= 1/4"4.0' L0 o�z o �„ a U 0 H Y o N W J O ; O U) I`- 4ND U Izn v N d ~ d z N d 0 g V, w 4 n a U z C) atr K y U N o z J Q W O U i K M W CO P- _ CO F- Cl Ed Ed Q - W 0 w O z L N rc W.Ln d r z i V � O N i i< i< J w z z z z z> Q ¢ f v >> >> > a LO w w w w w d SO SO SCALE= 1/4"4.0' :j L r o �Z N yaj W MAIN HOUSE DETAILS H 1 `o ON _ J x Q Li o N o < � 0 O (n U F 2 Z 4 In InU Z ZO �k U o J Ld L) V) J Q W O < NOTE (6)NAILS PER SHINGLE H 17 ¢ W N 20 GA EACH STRAP STRAP P NAI LSL CONNECTIEND ONO 6 0] ~ CL (OR EQUAL CONNECTION OF ifi2k)W Q o O — w z Lo O ROOF SHEATHING TO BE FASTENED WI 6d(1310)NAILS ° ~ N w V ® C EDGE I IZ' INTERMEDIATE. SEE CALCULATIONS FOR r z o N SHEATHING SUCTION FASTENING AT APPROPRIATE ZONES 20 GA. GALV STRAP wl(3) nr 9d NAILS EACH END OF STRAP (OR EQUAL CONNECTION OF 299X) ENDWALL MODULE TO MODULE w N Lli W Y Y M y b Q DETAIL paaoo V N Ld J N 0 2 < � na�dLL DETAIL B-2 (n LL1 i DETAIL B 311.0 UG SCREW O QD %%�m�I ���----�2 q1 b 2 N W! .. .1,.--...-•_ _ _.....^-'^� til `i ✓�',•it, CORNER BRACING DETAIL FASTEN FIRST LEVEL CORNER STUDS WITH J J J J J J SECTION DOWN SECTION DOWN (i6)318•DU UG SCREWS EQUALLY SPACED N < < < < < < LL Z Z Z Z Z L LL LL W O Q K SIDEWALL ENDWALL " w w w w w a m �FNEWy m �C. SE y LL� mQ_ q atimaaao � a h � C � w b N, r 7 M M M M M h OwRO a�' laj fO NO ^ONOO Q\ O O O Y N N 1cn mm W 6 2 a SCALE=114"=1'-0' DETAIL B-7 x{. FLOCKING FOR EASIC WIND IEEDSGREATER THAN 90 mph, BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PER TO FLOOR FRAMING MEMBERS IN THE FIRST TWO SAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET O C AS PER SECTION 2 36 FLOOR DIAPHRAM BRACING OF THE 2001 WFCM FASTEN BLOCKING WITH (2) ✓td NABS TOE NAILED EACH ENO OF BLOCKING AS PER THELE 3 7 OF THE 2001 WFCM 1 BUMP OUT DETAILS NOTE. (6) NAILS PER SHINGLE 20 GA GALV STRAP w/ (3) Ild NAILS EACH END OF STRAP / (OR EQUAL CONNECTION OF 321#) ROOF SHEATHING TO BE FASTENED W/ 6d (.1310) NAILS ®HEDGE /12 -INTERMEDIATE SEE CALCULATIONS FOR SHEATHING SUCTION FASTENING AT APPROPRIATE 20 NES. SECTION DOWN SIDEWALL DETAIL B-' SECTION DOWN ENDWALL 3/x'1 CORNER BRACING DETAIL FASTEN FIRST LEVEL CORNER STUDS WITH (6) 316' DIA LAG SCREWS EQUALLY SPACED 11118!13 Q 0 I J CLOCKING. FOR BASIC WIND SPEEDS GREATER THAN W mph, BLOCKING AND CONNECTIONS SHALL BE PROVIDED. AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF A FEET OC AS PER SECTION 2 3 5 FLOOR DIAPHRAM BRACING OF THE 2001 WFCM e-� FASTEN BLOCKING WITH (2)Id NAILS TOE NAILED EACH END ^--i' OF BLOCKING AS PER TABLE 31 OF THE 2001 WFCM SECTION DOWN SIDEWALL DETAIL B-' SECTION DOWN ENDWALL 3/x'1 CORNER BRACING DETAIL FASTEN FIRST LEVEL CORNER STUDS WITH (6) 316' DIA LAG SCREWS EQUALLY SPACED 11118!13 Q 0 H Y J o N Q !n E, o z N u) N V H In o L o 0 w U7 d u C U � y U N o J z Q M w W N (n ED d W Q < o �O vni z N K � o N o N V E O w " LLJ w N N N O < W < 2 CNK u�p N m v /W LJ 000X na�a� cn W ly- (Z 0 s 19 9 Ln d m N 00 a Q Q N KID: K > K V) wwwww m 3 C'm o- a a Q K M M M M M M J 0 0 0 0 0 0 w 64 I o_ SCALE= ip'=1'-0' 3 - C A D A=3 -16d NAILS C=5 -8d NAILS D=10d NAILS @ YO C. D=7-16 GA STAPLES G=10 -16d NAILS J=11 -6d NAILS H=8 -16d NAILS K=12-16 GA. STAPLE 1=10-10d NAILS L=16d NAIL 12" 0 C (dN-SITE) G o H O O C • / F E=3 -16d NAILS F=10d NAILS @ 3" 0 C. M=1-CS16 STRAP 11-8d NAILS EACH END (BEAM STICKS UP IN ATTIC) .Fl —1/1-8/-13 LZ c �w G- m H V >> > > > Vl wIwwwwa � �J FASTEN CEILING BAND TO EACH TRUSS WI (4) 10d (.1310) NAILS E SIMPSON H2 5A EACH TRUSS (OR EQUAL CONNECTION FOR 28EY) UPLIFT CONNECTION ATTACH SHEATHING W/ (2) ROWS OF 15 GA. 8- @ 2' O.C. (OR EQUAL CONNECTION OF 6371 STI ID TO TDP PI ATF I IPI IFT CONNFGTIC USE 16d(.1310) NAILS @9'O C THROUGH BOTTOM PLATE — USE (3)10d (.1310) NAILS ENDNAILED PLATE TO STUD ATTACH SHEATHING W/ (2) ROWS OF 16 GA STAPLES @ 2" 0 C. (OR EQUAL CONNECTION OF 561 LBS.) UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND - (E) SIMPSON RSP4 PLATE AT EACH ANCHOR BOLT BY BUILDER ATUAL A NCHORBOLT LOCATIONS — 10d NAIL TOENAILED @ 9" O. C. (ON SITE BY SET CREW) 112" ANCHOR BOLTS TO BE 72"0. C. OR 5/6" ANCHOR BOLTS TO BE 72'0. C (MAXIMUM 1'-0' FROM CORNERS) DETAIL B (FIRST LEVEL SIDEWALL CONNECTIONS) FASTEN SHEATHING TO RIMBAND W/ (1) ROW OF 8d (.1310) NAILS @ 3" O. C. MAIN HOUSE DETAILS (2) 10d (.1310) NAILS TOE NAILED TRUSS TO TOP PLATE Ed (.1310) NAILS @ 7.O C. HROUGH DBL. TOP PLATE - (3) 10d (.1310) NAILS NAILED PLATE TO STUD DETAIL A {TRUSS CONNECTIONS) ENDWALL - FASTEN TRUSS BOTTOM CHORD TO TOP PLATE W/ 10d (0.1480) NAILS @ 4" O. C. OR SIMPSON LTP4 PLATES @ 19' O. C. (16) 3/8" DIA LAG SCREWS ALONG MATE WALL (MIN 1" PENETRATION IN LAST BANC USE 16d (.131 0) NAILS @ 9" O. C. THROUGH BOTTOM PLATE— USE (3)10d (.131 O) NAILS ENDNAILED PLATE TO STUD — ATTACH SHEATHING W/ (2) ROWS OF 16 GA. STAPLES @ 2" 0. C. (OR EQUAL CONNECTION OF 561 LBS) UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND DETAIL B-1 (MODULE TO MODULE CONNECTION ALONG MATEWALL) 11/18/13 U z O] w F= - W Q U n 00 N 10d NAIL TOENAILED @ 3' 0. C. I In i Y o OR SIMPSON LTP4 @ 13" O. C. J 0 z O z z (ON SITE BY SET CREW) la- yr > > > N \ U � � I— U) w 1/2" ANCHOR BOLTS TO BE 23" O. C. z OR5/8'ANCHOR BOLTS TO BE 340 C. N Z Y U w o J Q U N < of F=- M w w N H = < u a m O 0 (FIRST LEVEL ENDWALL CONNECTIONS) o z N rc d V � a O 10d NAIL TOENAILED @ 3' 0. C. I In i < i OR SIMPSON LTP4 @ 13" O. C. $- I- " H z 4 z 4 (ON SITE BY SET CREW) la- yr > > > > \ U www w 1/2" ANCHOR BOLTS TO BE 23" O. C. OR5/8'ANCHOR BOLTS TO BE 340 C. N (MAXIMUM 1'-0" FROM CORNERS) m DETAIL B-2 3 a m a w a (FIRST LEVEL ENDWALL CONNECTIONS) o FASTEN SHEATHING TO RIMBAND W/ (2)ROWSOF8d(.1310)NAILS@3"O C. 8.2 a FASTEN CEILING BAND TO EACH TRUSS W/ (4) 10d (1310) NAILS h SIMPSON H2.5A EACH TRUSS (OR EQUAL CONNECTION FOR 198) UPLIFT CONNECTION ATTACH SHEATHING W/ ROW OF 14 GA STA @ 2" 0 C. (OR EQUAL CONNECTION OF 3711 STUD TO TOP PLATE UPLIFT CONNECTIC BUMP OUT DETAILS DF_TAII A (TRUSS CONNECTIONS) ENDWALL - FASTEN TRUSS BOTTOM CHORD TO TOP PLATE W/ 10d (0 1480) NAILS @ 15' 0. C. OR SIMPSON LTP4 PLATES @ 67.0 C. USE 16d (.1310) NAILS @ 9" O. C. THROUGH BOTTOM PLATE — USE (3) 10d (.1310) NAILS ENDNAILED PLATE TO STUD — ATTACH SHEATHING W/ 16 GA. STAPLES @ 2" 0. C. (OR EQUAL CONNECTION OF 295 LOS) UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR 13AND— (5) SIMPSON EQUALPCO NECTION OF 1206 LBS )BOLT BY BUILDER AT ANCHOR BOLT LOCATIONS - 10d NAIL TOENAILED @ 9" O. C. (ON SITE BY SET CREW) — 112' ANCHOR BOLTS TO BE 72"0. C. OR 5/8"ANCHOR BOLTS TO BE 72'0. C. (MAXIMUM V-0- FROM CORNERS) DETAIL B (FIRST LEVEL SIDEWALL CONNECTIONS) FASTEN SHEATHING TO RIMBAND W/ (1) ROW OF $d (.1310) NAILS @ 6" O. C. 11/18/13 10d (.131 0) NAILS TOE NAILED TRUSS TO TOP PLATE (.1310) NAILS @ 7'0. C. )UGH DBL. TOP PLATE 3) 10d (.1310) NAILS ILED PLATE TO STUD USE 16d (.1310) NAILS @ 9" 0. C THROUGH BOTTOM PLATE — USE (3)10d ( 131 0) NAILS ENDNAILED PLATE TO STUD — ATTACH SHEATHING W/ 16 GA STAPLES @ 2" O C (OR EQUAL CONNECTION OF 295 LBS) UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR E 10d NAIL TOENAILED @ 8" 0. C. (ON SITE BY SET CREW) 1/2" ANCHOR BOLTS TO BE 70"0. C. OR 5/8' ANCHOR BOLTS TO BE 72" O. C. (MAXIMUM T-0" FROM CORNERS) — U Z 0_ W m m W �Q V W CD I— V) W Ll7 00 N Y i � J � W � � v3 v ~ !n � oz � V o (3 tj .n 2 0 LL Z O- � Y U W U) o z J Q U I— M W O vai O z N z N a o � N V 5 O DETAIL B-2 (FIRST LEVEL ENDWALL CONNECTIONS) m FASTEN SHEATHING TO RIMBAND W/ z (1) ROW OF 8d (.1310) NAILS @ 6" O. C. < 0 w a 0 &3 N r o� L o W �^ Q U H Y < ON F J a ¢ W O a O w Q o N Ln j N 1fl � N 7 u z • I" I O n u U c� I i El I II 1 L --I I --I' U z I I I L___Jl___J � I Z z O ROOM LENGTH . 12' V O J I I DOOM WDTH . 13'-2' Y � '- Q - if I CLC HEIGHT . C W U i rc EXT WALL . 37'-9' WNDOW Ar• • 1567 2.2S�Ad DOOR AREAEA 1177 J ~ M ✓I N O I WALL -LOSS . 451 J I NGOX CLG-LOSS . I! m LL fowl' FLR-LOSS : 178 Q W c} AIR-IIJRL 502 W O Vzo WATT LOSS . 6 T w= N O Z N • o ROOM LENGTH AA I ER2H LFECDOSS . i FT O N Ii RODH WON . 2J-6' HNH LOSS SOJ! S z o N L-- ---y CLG HEIGHT . r HWB9 REDD 10 FT m u ^ O EXT WALL . 129'-7' WINDOW AREA . 1099 DODO AREA . 212 WALL -LOSS . 1235 CLG-LOSS . 253 FLR-LOSS . 1305 AIR-INFIL 3672 WATT LOSS . 9115 E2D11 IIEOD . 37 FT 1- 24 2TOH LOSS . 31127 2vfi w N HWr RE00 . 57 FT n n e O Q W 6 O KO, ^p LliFx7`-'n V1- O O O X ,I n23 R1<i Vl /W 0 b 22 0 W 9 11-) N ani � r I I I I I I I < I -W Z Z Z Z Z 1- Ii E Lv 4a O r l/1 N W W W W W a I K K K K K< I I FSEwr m H a ^ » a C9 O K < G f w O O MM MMM_MM W O O O O 000 OO N 0 N Y N \ \ \ \ 1p h lO 0� 0 0 W \ � (, J<a EXTERIOR DOORS DESCRIPTION Door and Window Schedule ON -54514 R.O. SO Er LIGHT VENT U DP SHGC OTY INTERIOR DOORS DESCRIPTION WINDOWS DESCRIPTION R.O. SO FT LIGHT VENT U DP SHGC OTY SO FT LIGHT VENT U DP SHGC 2 TOTAL OVERALL WINDOW AREA: 215.43 SO. FT. 11/18/13 =rM z �z 0„ o W �^ 04 Q U F- W 0, p ¢ o N s V1 U- N O J J U) _ U G n U z Z Z _ o W i J � Y N J Q LLJ U i W� d W ¢ o d 0 O w w DLL C w Y Y M p ^ M _ - w W <. �x w� w pox U O w� Cs z (p o � m2 U-) d m N; 000 N p �J N < < < < < mm) Z Z Z Z Z> aF 1� ILL LL li 4 O m > > > > > a ,n wwwww2 m tt m m m< Y [fl 3 aNma'aao 0 M M M M M M M w00 000 00 Q\ O D N Y N N �10a