Loading...
HomeMy WebLinkAbout0 ESTATES AT SOUTH WINDSORO LuQ w m O r w 0111LL- L O 08 w �O Lu 0 w 0 0W® ¢wv j O Q ono w U)-4 W L� 0 W z c a r_1Qct� "' fa- O 3:oLL. W �LL- � =oE� ) Iw- O °- = a_ � O re C5 u Lu � � m Ov 00 w � Q ct�ry_ ¢I'-t�i 0 z W Lu J z a ui z w<U) = O O 0 0 U Lu mU')� J O F- -I J v f v I- U O � z O 0 ui H uj 0 � LLJ 0 Lu Lu Lu J < �-- Q U r � >� z O wO Z V Cn O O O_ Q w ~ C�w�® w w O >v re<gz o�JQ �¢Q� � u„ 0 0 z O cn w Iw®gyp Q ® _ � ®wl— M w DUI=-- � 0 U) O M ® w v) O O z � Lu 0 U zO ®� w U) U p O Q 0 ®� w u (n z u U 0LLJ z ww ry m = Lu U) n <� f— r � O < CO v u J LPL O O LL- O N ] z w Qoory 0 ®� m 7>7 J v J Q a<a0 0 cu) (ESTATES @ SOUT�I WTNDSOR � � �����`,�� n �l,- > �jr , "' �I TOLLARCHITECTURE PHLADELPHA e ORLANDO DALLAS � LOS ANGELES . SEATTLE 250 Gibraltar Road, Horsham, PA 19044 215-293-5300 1 F 215-293-5314 A Toll Brothers ofnpal' ` , ACCESSIBILITY GENERAL NOTES 1. ENTRY WALK FROM THE PARKING LOT TO THE SALES OFFICE SHAI I BE A MINIMUM OF 36" WIDE WITH A STABLE AND FIRM SURFACE. 2. WALKWAYS TO THE MAIN ENTRY SHALL NOT HAVE STEPS. 3. RAMPS WHICH SLOPE GREATER THAN 1:20 (>5%) SHALL HAVE HANI)RAILS ON BOTH SIDES, EXTENDING 12" BEYOND EACH END OF RAMP. 4. RAMPS SHALL HAVE LANDINGS AT TOP AND BOTTOM OF RUN. 5. CROSS SLOPE OF LANDINGS SHALL BE MAX. 1:50. 6. THE LANDING AT THE ENTRY DOOR SHALL BE 18" WIDER ON THE LATCH SIDE OF THE DOOR IF THE DOOR SWINGS OUT, AND 12" WIDER THAN THE DOOR ON THE LATCH SIDE IF THE DOOR SWINGS IN. 7. ENTRY LANDINGS SHALL BE 60" MINIMUM OUTWARD FROM THE DOOR (DOORWAY) IF THE DOOR SWINGS OUT, AND 48" MINIMUM OUTWARD FROM THE DOOR (DOORWAY) IF THE DOOR SWINGS IN. 8. LANDING AT THE ENTRY SHALL BE AT THE SAME ELEVATION AS I I IE INTERIOR FINISHED FLOOR. 9. LANDING SHALL SLOPE A MAXIMUM OF 1/4" PER FOOT IN ANY DIRECTION. 10. A MAXIMUM THRESHOLD OF 1/2" MAY BE USED IF SIDES ARE BEVELED. 11. ENTRY DOOR SHALL HAVE LEVER HARDWARE ON BOTH SIDES OR OTHER EASILY OPENABLE HARDWARE WHICH OPENS WITH ONE OPERATION OF I I IE HAND EQUAL TO OPENING BY USING A CLOSED FIST. 12. SLIDING DOOR ENTRIES MAY BE USED IF EASILY OPENABLE WITI I ONE OPERATION OF THE HAND EQUAL TO OPENING BY USING A CLOSED FIST. 13. FLOOR SURFACES INSIDE THE SALES OFFICES SHALL BE FIRM ANI 1 "LIP RESISTANT. 14. SALES OFFICES SHALL ALSO PROVIDE SAFETY GLAZING AT BOTI 1 INTERIOR AND EXTERIOR LOCATIONS WHERE REQUIRED BY CODE. 15. ADA COMPLIANT HARDWARE TO BE PROVIDED AT ALL DOORS. REFER TO GENERAL NOTE 11 FOR ADDITIONAL INFORMATION. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL NOT BE MOUNTED HIGHER THAN 48" A.F.F.. DRAWING LIST C1 COVERSHEET - LIST OF DRAWINGS, GENERAL NOTES, SO-1 SALES OFFICE FLOOR PLANS, NOTES & DETAILS SO-2 SALES OFFICE ELECTRICAL LAYOUT, LIGHTING SCHEDULE AND NOTES Lu SO-3 SALES OFFICE DISPLAY / FURNITURE / EQUIPMENT LAYOUT AND SCHEDULES U SO-4 SALES OFFICE FINISH NOTES, DETAILS, AND SCHEDULES LL- SO-4A SALES OFFICE FINISH PLAN u— SO-5 NOT USED 0 SO-6 SALES OFFICE INTERIOR DETAILS Cn SO-7 SALES OFFICE PERGOLA DETAILS W J SO-7A SALES OFFICE PERGOLA PLANS AND ELEVATIONS Q SO-8 NOT USED (1) SO-9 CODE REQUIREMENT DETAILS pC 0 0 z PROJFC,T MAKIM- SPF IFICATIONYS OO�iTOGC H '=OoGO 00; A' °OH TM EFT �vl„NUA L N,5 0' rn v i W W 1 1 1 1 01 <€ 00 M cn LO r-1 uj V) N NF a 0 Q <L >���� QQ o .n L L 0 ccC) o � CJ -0` Q� % E O > LIJ Nt Vcr- erg. V �M �L0 Q J,, r> a 00 >\ Lij 0 0 o ® LO N Oi w w; ' 1 Lu< wl Lu },,..�. j t ' `Lu _ w U z � w , x .� O u € ,. W w w O° � z Z i Q ^ w w tu- 3 u W .i u w U wLu s. Eu > 0 :.0 f U r-qER D,dl NU MBER 1012.2 r� E 0 0 00 Lfl 6- E. U a� CL 0 a m O w Q w om U O w O w F=- z Ego 0�o �- o � o 0 oc z w Q W U i coo j ¢ Q O = z w O w c!) 0 w LLJ Or -I a. w z w <� � �O O w >- V" = m i—OHc F_ O a = a cn LUO ry U w m 0 O z w a < U_ z z w Qo> z a cn z U) w¢ U) LU W �O m�� J O z �lJ U LL. p O W z o0z LUmz� o�ZW LU 0 U) F- m J LU LU = JQ�-- z ¢ cU) z O 0o z�U=cn O 00, LU Uf�_U� LLJ U'z�-'az w w O U z = 0 0 2E � �Q ¢acn �Ujv=i0 z w w LU I— C) v ¢o= UJ LU w �U� �UP� O cnLL. z woz� Q z O H Q ozz¢ z LLJ > Ur) LLJ Q^z¢ ULJ a H O 00 �� LU ¢ LL_ zWzz w f•- WwU) =w� z�== o� j . U U) zOpLL. 0 u.,wo � 0 =;,w Qo o0 �� LL1_ z U m Q Q d O BASEMENT/FOUNDATION LAYOUT Scale: 1 /4" = 1'-0" II GENERAL FLOOR PLAN NOTES 11 1. PROVIDE FALSE FLOOR IN AREAS AS REQUIRED, TO RAISE FLOOR UP TO SUB FLOOR ELEVATION. SUB FLOOR ELEVATION BETWEEN ROOMS OF THE SAME FLOOR LEVEL, SHALL BE AT THE SAME ELEVATION. PROVIDE FLOORING AND TRANSITIONS AS SHOWN ON FINISH SCHEDULE AND FINISH LEGENDS. 2. ALL PARTITIONS TO BE CONSTRUCTED W/ 5/8" TYPE "X" GYPSUM BOARD. 10-1 17" HIGH x 34" WIDE RECESS, SEE W5A/SO-1 1 r COPY/ 2A/So-9 i PRINT r CLG HT T-O" I D 8 SALES MNGR. OFFIC 2 SP 2 >CLG HT 9' 0" c SALES MNGR. OFFICE 1 CLG HT 9'-0" 9'-6$' KEY NOTES: CONCRETE C-2 Concrete Cutting - Sawcut trench for data and electric to supply ISPT, coordinate with fabricator's shop drawings and architectural plans C-5 32"02" Concrete Footing MASONRY M-11 20"x20" Fully Grouted Masonry Pier OPENINGS D-1 Maintain maximum header height @ garage door opening. D-3 Storefront: 6063-T5 extruded aluminum, thermally broken frames class 1 dark bronze finish, mechanically jointed at the corners with stainless steel screws. Window glazing held in place with extruded aluminum snap -in stops removable for re -glazing. Doors to have integral closers. D-4 Install pan flashing, "Z" profile under storefront, flashing to be continuous end to end,inclusive of threshold and hemmed at each end of every storefront assembly. D-5 PVC underlayment, see 2/SO-4 D-8 Doors to be fitted with lever handles. Kwikset Tustin Satin Nickel finish D-10 All doors in Sales Center are to be 2 panel 'wood doors per standard TBI specifications, except storefront entry and glazed office doors. D-11 Garage door, fixed in place ROUGH CARPENTRY KEYNOTES RC-4 Headers over frameless glass walls to be 8'-0" A.F.F. RC-5 Ceiling to be furred -down by 2x's RC-6 Recesses in ceiling to match acoustical panels - see 6&7/SO-4 RC-7 Piers/Pilasters at impact wall credenza and Knowledge Center/Clutter Buster are to be 18 5/8" deep to face off drywall. RC-8 Piers/Pilasters at Hospitality are to be 25 5,18" to face off drywall RC-9 Soffit height above impact credenza, Knowledge Center and Hospitality Center is at 8' 0". RC-11 GYP BO soffit and wall return at Storefront. Provide blocking as required for installation of cable mounted signs. RC-12 Install batt insulation in wall types indicated, continue insulation 12" laterally in truss bays above sales offices. RC-13 Gyp. board behind window. Seal all joints and gaps to block light leaks. SP-1 Glazed office partitions - 1/2" clear tempered glass with clear sealant at joints SP-2 Office door to be T-0" w x 8'-0" h, refer to project manual for hinge and hardware specifics SP-3 Install clear plastic astragal/sweep at door head and jamb SP-5 Wire shelving and hanging 3 SO-7A -------I--------- COLUMN WRAP PIER CAP 6x6 POST M � A RC 11 SALES FLOOR D 1 00 � CLG HT 10'-0" SO-60010 RC 5 ■ N w M °O - 10'-5$' T-102' 4'-31" C 13 MI[t FIRST FLOOR PLAN Scale: 1 /4" = 1'-0" A 0- _ IL SP 4 RC RC 4 W2 RC 19'-9" 4' $i.I1 _ 2 4'-5" 4'-9j" I i ENTRANCE I' I TRAP WALL PER TOLL LANDSCAPE I EXIT SO A TO MODELS I I I II ` SO-7 0 I ❑o II —� LINE OF PERGULA STRUCTURE ABOVE SCHEDULED BASE 2X4 STUD WALL W/ 5/8" GYPSUM WALL BOARD EACH SIDE W1 PLAN DETAIL CLEAR SEALANT-TYP INSULATED AT ALL JOINTS OFFICE WALL OFFICE SALES FLOOR CUT BASE TO ACCEPT SCHEDULED �i GLASS- FINISH CUT SALES FLOOR ENDS FINISH STEEL GLASS RECEIVER CHANNEL PLAN DETAIL XIST CEILING STRUCTURE 2X FURR-DOWN 8FT HEADER HT./ SOFFIT TYP. ACROSS SALES SALES FLOOR CENTER OFFICE WALL FRAMELESS GLASS SCHEDULED BASE WALL METAL EDGE TRANSITION OFFICE SCHEDULED SALES FLOOR FINISH SCHEDULED FLOOR FINISH EXIST FLOOR 1/4" PLYWOOD UNDERLAYMENT W SECTION DETAIL SCHEDULED BASE 2X4 STUD WALL W/ - ................. ............ 5/8" GYPSUM WALL BOARD ONE SIDE W3 PLAN DETAIL SCHEDULED BASE 2X4 STUD WALL W/ BATT INSULATION & ............................................................................................................................................................. 5/8" GYPSUM WALL BOARD ONE SIDE / \ 111 A A I W4 f LAIN 11 rTrA 71 U t I AIL EXTERIOR GARAGE WALL T-1 EXTERIOR 2X4 STUD WALL W/ 5/8" GARAGE WALL GYPSUM WALL BOARD CONTINUOUS 1" 5/8" GYPSUM WALL BOARD RIGID INSULATION GARAGE STEM WALL 7/16" OSB rl SCHEDULED BASE 2X LEDGER SCHEDULED FLOOR GARAGE SLAB i{ ............................. _ .......... COUNTER TOP Ln ............................................................................................................................................... W5 SECTION DETAIL 5 EXISTING TRAILER WALL PLAN <W6>— DETAIL EXISTING STUD 0 LL1 LL 0 Ln L!J J Q 0 V / 0 z I- 0 LU ;L1 LU G ��F1UG G� •�� A 0*0 �•,,,,�F0i TERE pD Q¢ Q Q Q Q Q Q Q Q c a, �; = ro > Q Q T3 o in a, z O °1 O ° a C7 Co 0 >, o > L_ ra � a� a d 0) M Q M <, �-� CV - N _ N O _ <M O 00 LO y f J M < 1- Lb r v N O LO 0 z o z �I z tn LU LU LU Kn LU i w z LULU p[ b i--i �---a LU z U _ Hzl O v� z 10w IiO 0 x LU 0 w O z L vu-I l g Qw.� U i J VON 0 Q cn LU 0 z � z Q � a LU ^000 0 LU LU Lu CD ED M LL d} J ,"�.,, SERIAL. NUMBER 1012.2 O w < w r- ca � ry r-1 � w ®gam ®I-z w I- o rN O O z H O w ® � Ow Q w V LLJ Q -17 cn z O w O LU n z F;: �Cl-® ry < Q !Y LU reO O ww � LU = O CID o(D0 s a U) (D ® ry U w ED a r 0 0 w ce Q ry Q U- 2, O z w ry J I- Q cn z U) U) g O °C O 0 U CID M J O 7-1U oO U) o �®2! ® U) O z a-, wm�� O W w�0 In LLJ 0U) hg-rr)2 � -s < �_tU _Ch Ia w p z O p L: Lu G V (!) LLJ O o ®LLJ _O LU Q � Uw F- U w w w o U ® ry uy ¢ cn {=-Uju)® 7-cnc) m (D w LU U) < 0 W 0 w H � � w DLLJ ry UI- -� ® oU)U) ® ®Ln O I- w 4 U ® O CO U '-' LU C) a®w < LU z w w ia_ LU w ry U) m cDZUUj U Z�W� < Ina U �00 O o .,W0re ®� w ceiOOl- U � re 0 -j®ry= n o HVAC NOTE 1- PROJFrT MANAGFP/ rONSTPI Ir'TTOAI MANIAr,FP TO PF1/TPAI PROPOSED SALES OFFICE FLOOR PLAN WITH THEIR HVAC CONTRACTOR TO DESIGN AND INSTALL A SEPARATE HVAC SYSTEM FOR THE SALES OFFICE. GENERAL ELECTRICAL NOTES I 1. PROVIDE JBVX FOR h-MDIIVC I LIGH II ING / REQUIRED. 2. ALL OUTLET COVERS TO BE SATIN NICKEL FINISH. KEY NOTES,: ELECTRICAL KEYNOTES 2 SURROUNDINGLE TO BE CLEAR OF ANY HVAC VENTS. RETURN I I 113 ELECTRICIANSHAAL LL VERIEQUIPMENT QUANTITY, LOCATIONS, AND CONFORM TO ALL I / SUPPLY S TO BE LOCATED ER O STATE LO 4. UNLESS NOTED OTHERWISE, SET THE BOTTOM OF WALL BOXES AT THE FOLLOWING L-1 Provide 12" wide clear space on wall equal to house switch and alarm panel. HEIGHTS ABOVE FINISH FLOOR (A.F.F.): E-2 Breaker Panel Location 4.1. DUPLEX , PHONE JACKS & CAT 5 CABLE 1411 4.2. DUPLEX & CAT 5 CABLE RECEPTACLES OVER COUNTERTOPS 48" E-3 Install electric and data outlet at Manager's desk 3'-0" from rear wall 16" A.F.F. 4.3. DUPLEX RECEPTACLE IN BATH OR OVER VANITIES 38" 4.4. SWITCHES 48" L-4 FIUUI IIIUUIIL CICLtIILaI C1IIIU Uala UULIUL. CUUIUIIIate VVILII IUIIIILUIC PIC1II. 4.5. THERMOSTAT 60" 5. PROVIDE G.F.I. CIRCUITS IN BATH, KITCHEN AND HOSPITALITY AREAS AS REQUIRED, E-5 Fluorescent 2x4 surface mounted fixture in copy, storage, filing and other py, g, g back -of -house spaces only. E-6 Center wall washer on display signage, coordinate with 'DISPLA'Y PLAN' E-7 Feature fixture over ISPT, custom size, Vendor info and options listed on TNET (link) E-B LED Lighting on Pergola posts, coordinate with Landscape Designer, E-9 Underground conduit(s) for CAT5 & electric E-10 Outlet high speed Internet cable line, and CAT5 cable outlet @ 60" A.F.F. centered on wall. Additional outlet & CAT5 cable outlet at 16" A.F.F. for computer hardware in cabinet. E-11 House Master Switch E-12 Sale Office Master Switch E-13 Alarm Panel E-14 Separate phone line for fax machine @24" A.F.F. E-15 Junction Box SET OUTLET @ 16" A.F.F. ELECTRICAL L,AI YOUT Scale: 1 /4" = 1'-0" Il OUTLETABOVE COUNTER v, r., Q� TYP'. OF 4 C^ 2016 ELECTRICAL SCHEDULE MARK FTXTI IIRF TYPF INFO PENDANT LIGHT: F MANUF: ® �® MODEL: CUSTOM 42"D x 16" H FINISH: LAMP: SIZE: NOTES: ® RECESSED DOWNLIGHT MANUF: MODEL: 4" OPENING FINISH: LAMP: SIZE: UNDER CABINET LIGHTING MANUF: MODEL: LED FINISH: 5' LENGTH - FIELD CUTABLE LAMP: J1LC: CF CEILING FAN MANUF: MODEL: 52" DIAMETER FINISH: LAMP: SIZE: W RECESSED WALL WASHER MANUF: MODEL: 2 7/8" CEILING CUTOUT INSTALL FINISH: AFTER LAMP: DRYWALL SIZE: COPY/FILE - 24X48 FLUOR. 2x4 MANUF: MODEL: FINISH: BRUSHED NICKEL LAMP: 4 BULB FLUORESCENT SIZE: 24"W x 1-1/2"H x 481 PENDANT LIGHT MANUF: MODEL: FINISH: LAMP: SIZE: RECESSED DOWNLIGHT: WET LOCATION MANUF: MODEL: 4" OPENING FINISH: LAMP: SIZE: SCONCE MANUF: RESTORATION HARDWARE MODEL: 68030348 PC FINISH: LAMP: SIZE: EXIT LIGHT WITH REMOTE HEAD ® EXTERIOR LED LIGHTING CAT 5 OUTLET CAT5 PROGRAMMABLE THERMOSTAT ® STEREO SPEAKER WIRE FEED JACK TELEPHONE OUTLET SWITCH THREE WAY SWITCH 3 DUPLEX RECEPTACLE ® EXHAUST FAN ® ALARM SYSTEM INOTE: PROGRESS LIGHTING MUST BE ORDERED THROUGH LOCAL REP FOR NATIONALLY NEGOTIATED PRICING I LU C� U- �.J 91 o� 1. FP TE13tiV\�\\\\\, Q¢ Q Q Q Q Q c V -> .� z Q Q U o in L- � O °1 0,)cD 0 LJ o 0) Lo E CI Ljj 0 w N 0� ° r6 2 LU 00LO } ry 00M d < (D N OiU- M:: ' LU LU >cy- w€ Uj€ � w; w LJJ <, w; W LU_ b f— LU p a O U w z I 0 X LU W O w, W � z Q f\ z ry o L w m 3 S LU t' 0 w: w J 0 LU U) 7-7 F--1 F- J N CL: LUU U F- 1-4 F z .. U W :.: CID w< FERIAL i BE-1[ 1012.2 0 U a� Q 0 O u 0 w Q w r ED � O � � w L.w L1— Oi--z w p- 0 O O z H _O W H 0 0 ck:f 7;1 w <w U p O LLJ U) J <Q ® =:a w � 0 ` w -° 0 vJ LU Er a Q O 0 > L- w w = w �- 0 CO r (n z o 0 i n U) w 0 Ey U w E) W m O 0 0 w ry w O w z z w z ui z U) w < U) = O °C �- 0 0 UJ ® U EoU0`nd -i ® z U Of- � O 0ry�(�7 O O z w co z O 0 of r) �� ) w ���g ®�U� z Q U r a = re M 0 z 0 0 = U U) ��zrn ® O 0 Z _O Q w U w CL W (D Q ® � J Q U) < U) Uj (/) 0 U CO 0 H w w w ® LU U))¢®� Q cKwF- (n � w C'� U P O � ® z o wo U)O � LU O Q U 0 Lf) ry U ,w� O Q ry � O I- 0 0 0 w LU w z O w 0- w w U) CO (D = Lu w I- U) 0 ED U 0 0 w w O � ®� w Uj 0 0 d U U)re ®U0co J 0 � J Q<�O TOLL BROTHERS, INC SALES OFFICE SIDE LEATHER CHAIR ORDER REQUEST Community Name/Address: Community Number Number of Chairs Requested Your community will be charged $488,50 per chair plus shipping PM Approval Please email this form to: amber,@sandlerseating.com sandlerseating.com OFATO'�00oF- 7_'� O AS _8%Y L A Y 0 U T Scale: 1/4" = 1'-011 .............. or 0' - I ......I KEY NOTES: SAFETY SPECIALTIES SS-2 First Aid Cabinet SS-4 Portable Fire Extinguisher MILLWORK TM-1 Casing head to be of 1X, Material TIS#306521, refer to 2/SO-4A IM-2 Casing Jambs to be thk IM-3 Baseboard to be thk x 5 1/2 H. TIS#306650. Install base after floor install. Do not install quarter round. TM-4 rrnwn to ha TTS#306520 IM-5 Accent wall panel, Refer to 5,6,7/SO-6, Alternate: 6" O.C. "V" groove MDF INTERIOR FINISH KEYNOTES F-1 Install wall tile in 2 stages. Stop tile 1 course above top of furniture. Install last course after quartz top is installed. - Refer to Project Manual for Mortar Spec. F-3 Stainless steel edge at all carpet, wood and tile transitions. F-5 Install 1/4" underlayment under Carpeting F-6 Tile Carpeting: INSTALL IN ALTERNATING PATTERN F-8 install vinyl transition strip at transition to vinyl floor. Refer to S0-4 F-9 Fixed Sound -Absorptive Panels - Refer to Project Manual on TNET for approved Vendors. Mounting detail varies by Vendor. INTERIOR FINISH KEYNOTES P-1 Painting and Coating P-2 Exterior Painting P-3 Interior Paintings SIGNAGE S-1 Interior SlgnagE� Schedule -Refer to 1/SO-6 S-3 Dimensional Letter Signage - Per image by TBI Marketing Rep., supply shop drawing. S-4 Electronic Message Signage SPECIALITY SP-1 Glazed office partitions - 1/2" clear tempered glass with clear sealant at joints SP-2 Office door to be 3'-0" w x 8'-0" h, refer to project manual for hinge and hardware specifics SP-3 Install clear plastic astragal/sweep at door head and jamb SP-4 Provide clear sealant at all joints in glass wall SP-5 Wire shelving and hanging ....... ...... ....... ,.-�...... 11VJIHLL PIECE rPIECES SEPARATELY u / 1141 ) ( 1141 1 w a _z 0 w X M Ce 0 0 0 w 32 0�� T E'�o R FU'�N �, T U R E/ E Q U I F IM E N r L,�INOU T Scale: 1/4" = 1'-0" 2016 DESIGN SALES CENTER FURNITURE AND EQUIPMENT LEGEND LABEL DESCRIPTION QUANTITY 1. KNOWLEDGE CENTER - (shop drawing review req'd) SEE PLAN 2. INTERACTIVE SITE PLAN TABLE (shop drawing review required) SEE PLAN 3. IMPACT WALL CREDENZA (shop drawing review req'd) SEE PLAN 4. REFRESHMENT CENTER (shop drawing review req'd) SEE PLAN 5. TROPHY SHELF (34") (shop drawing review req'd) SEE PLAN 6. TROPHY SHELF (81") (shop drawing review req'd) SEE PLAN 7. BISTRO TABLE - 40" DIAMETER COUNTER HEIGHT GLASS TOP SEE PLAN 8. BISTRO STOOLS - NOT SELECTED SEE PLAN 9. LOUNGE AREA TABLE (COFFEE) SEE PLAN 10. GALLERY TABLE (42" SQUARE GLASS TOP) SEE PLAN 11, LOUNGE AREA SIDE TABLE SEE PLAN 12. SIDE CHAIR (FOR GALLERY TABLE) SEE PLAN 13. LOUNGE AREA CHAIR & THROW PILLOW SEE PLAN 14. CLIENT CHAIR SEE PLAN 15. SALES DESK CHAIR SEE PLAN 16. GREETER'S DESK SEE PLAN 17. SALES OFFICE DESK w/ GLASS SURFACE ON DESK TOP SEE PLAN 18. SITE TABLE STOOLS SEE PLAN 19. CONFERENCE CHAIRS - NOT SELECTED SEE PLAN 20. EMPTY 21. DESK LAMP SEE PLAN 22. STACKABLE CHAIRS SEE PLAN 23. CONFERENCE TABLE - NOT SELECTED SEE PLAN 24, FIRESIDE CHAIR - NOT SELECTED SEE PLAN 25. SELECTION ROOM CABINET SEE PLAN 26. FILECABINETS, UPPERS, MISC CABS TO MATCH P2, ADD LOCKS TO FILES SEE PLAN 27. MEETING TABLE SEE PLAN 28, MEETING CHAIR SEE PLAN 29. 6" SQ SATIN STAINLESS STEEL CHUTE. CENTER ON TRASH CAN, SEE PLAN 30. UNDER COUNTER REFRIGERATOR SEE PLAN 31. WALK OFF MAT (Refer to Finish Schedule) SEE PLAN 32. WELCOME MAT (From Toll Store) SEE PLAN 33. ROLLER SHADE SEE PLAN 34. BRIGHT SIGN MONITOR (48") & RELATED EQUIPMENT (FROM IT) SEE PLAN 35. TOUCH SCREEN MONITOR (46") & RELATED EQUIPMENT (FROM IT) SEE PLAN 36. TOUCH SCREEN MONITOR (55") & RELATED EQUIPMENT (FROM IT) SEE PLAN 37. EMPTY 38. EMPTY 39. COMPUTER, ACCESSORIES, & COMMUNICATION EQUIPMENT (From IT) SEE PLAN 40. EMPTY 41. EMPTY 42. EMPTY 43. FAX MACHINE, PRINTER, AND COPY MACHINE COMBO SEE PLAN REFER TO TOLL ARCHITECTURE SALES CENTER PAGE FOR DETAILED INFORMATION 2016 SALES CENTER DISPLAY AND SIGN LEGEND 1 AQCI nr_gt nTn-rTnr,1 LMULL ULJ\.Rlf I WIV n1IAflITTT/ l,(V/91V I I I I A. QUALITY PRODUCTS DISPLAY 1 B. LOCATION AMENITIES (THE GOOD LIFE) 3 PANEL DISPLAY 1 C. LIFESTYLE PHOTO SERIES DISPLAY 2 D. BUILDER'S STORY DISPLAY 1 E. COMMUNITY LOGO - VINYL "ETCHED GLASS" 1 F. SAFETY STRIPING - VINYL "ETCHED GLASS" 2 G. IMPACT LOGO (From Casework Vendor) MOUNT ON IMPACT WALL ABOVE MONITOR 1 H. EMPTY I. EMPTY J. EMPTY K. EMPTY L. MORTGAGE BOARD (From TOLLSTORE) 0 M. EMPTY N, TESTIMONIAL BINDER - CUSTOMER SPEAK 0 0. EMPTY P. PROJECT MANAGERS LETTER (FROM TOLLSTORE) 2 Q. TOLL GREEN DISPLAY (FROM TOLLSTORE) 1 R. H.U.D. & E.H.O. CERTIFICATE (FROM TOLLSTORE) 1 S. DESIGN STUDIO DISPLAY 1 T. OVERALL SITE PLAN DISPLAY 2 U. CABLE MOUNT QUALITY PRODUCT DISPLAY DOUBLE SIDED (W/LIFESYLE ART FACING GLASS) 0 V. CABLE MOUNT DESIGN STUDIO DISPLAY DOUBLE SIDED (W/LIFESTYLE ART FACING GLASS) 0 W. TBI MORTGAGE PLAQUE (TOLLSTORE) 1 REFER TO TOLL ARCHITECTURE SALES CENTER PAGE FOR DETAILED INFORMATION 00 M r� .����`��uw�� �r 1111111112111 rrri.,,. MG °° �•�': r»>ufurutn�u��� i Q Q Q¢¢ Q Q< Q < c L Q Q Q W a ro> z o O (3 U .2 E(DUMo M ^ m r� ct� a. w Lo d M < r, N LU M k; 1 T- C. N :: t O .. 0 O £ r� +J T < N v LO (D N 0 LO N 0 w 0 i w'' w i�I lu .� w W iLU O X s - LU a' LU O J O w �l Eo i ta.,,€ i tu- JU 0 U C=� 0 s=� Oo� �9 M q=7 O n n 5 FERIAL I=fUMMEI . 1012.2 O O w Lu r- ca O 3� u LL_O = F-- ® r— ;:- Lu {— O 0 O ED O w ® ry z 111 B w U p O Lu 7-1 > ¢ cn > O ®viz re 0® IIIz Q � ¢ III of O O u LU z J � O � z o 0 O ry >� U 'u rn 0 r O O Lu 77 ¢ ce LL ®z ry ¢ O > � u z ui z U) Liu¢U) = O � �-- O 000, ®Chi rn u ion V ®� O 0 ry = U) 0 0 z m n z 0 cn Lu ® n Lu J � J ¢ }— ® —t U z ¢ cn >- a n> (n3� C, O o u w z�Ucn z O O Lu u ¢ w cl 0 U-i 71 w O U ¢ Z ¢z g ® oC ¢ H<¢cn z o to u Lij-®�® ¢n� L ® u ~ H U-)7- u M = O ur) O 71 00Lo0 Q�Or� U 0 z Lu¢ z ¢ r ® ® ck� u 4 U O Lu r) w LJ Ln ry U g F- z U) H O ¢R�:Enu z O 0 u O Lu u O ®z Lu Uj 0 0 F— c[U jry ® U m l--1 _ j tp ry J ¢ O Li =FAGNE'ER=D WOOD TO X I =NOR PAWAGG SCHEDULED CARPET METAL TRANSITION: SCHLUTER DECO OR APPROVED SUBSTITUTE SCHEDULED WOOD FLOOR 1/4" UNDERLAYMENT 2 INSET CARPET TO �AVOOD FLOOR SO-4 TILE FLOORING AS SCHEDULED SCHUUTER TRANSITION OR APPROVED EQUAL WOOD FLOORING AS SCHEDULED LEVELING & PATCHING COMPOUND 4 IL�= � O VA400D FL00o' SO-4 LVT AS SCHEDULED VINYL TRANSITION OR APPROVED SUBSTITUTE WOOD FLOORING AS SCHEDULED 1" UNDERLAYMENT 6 VNYL TO �AIYOOD FLOOR SO-4 DOOR AS SCHEDULED WOOD FLOORING WOOD THRESHOLD LEVELING & PATCHING COMPOUND ALIGN 1/4' 3 CARPET TO V/VOOD FLOOR SO-4 nnno '1S SCHEDULED SCHEDULED TION STRIP AS SCHEDULED LLV I-,, lJ aPATCHING COMPOUND 5 OARPET TO LO FLOOR SO-4 4" FURRED DOWN CEILING PACKED OUT WALL STOREFRONT SYSTEM l'! CABLE IVIIUUIN I SIGN PEK PLAIN CABL MOUN T MN ANCHOR D = T AIL. 1 'AD 9 WDA DETAIL SO-4 T IS#306521 It 4 io DOOR TRH I)ETA L SO-4 ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING REFER TO FINISH NOTES SALES AREA WF-1. B-1 P-1 P-3 @ 8'-0" 1, 2, 3, 4, 5, 7, 8 SALES OFFICE C-1 B-1 P-1 & WD-1 P-3 @ 8'-0" 1, 2, 3, 4, 5, 7, 12 SALES OFFICE C-1 B-1 P-1 & WD-1 P-3 @ 8'-0" 1, 2, 3, 4, 5, 7, 12 COPY/ STnRA(.P I \rr-I R-1 P-1 P-3 `n) R'-()" 1 3 d S ROOM FINISH NOTI'eS 1. PAINT TRIM, DOORS AND BASE: P2. 2. INSTALL TR-2 CROWN. 3. PROVIDE FLOOR TRANSITIONS AS REQUIRED. REFER TO FLOORING TRANSITIONS 4. REFER TO T R-1 FOR CASED OPENINGS (IF APPLICABLE) 5. PROVIDE WINDOW TREATMENT WT-1 FOR ALL WINDOWS U.N.O. (IF APPLICABLE) 6. WALL FINISH T-3, T-4 TO BE INCLUDED ON ALL TOILET WALLS U.N.O 7. CONFIRM COLOR SCHEME WITH MARKETING REPRESENTATIVE. 8. ACCENT WALL TILE (T-1) TO RUN HORIZONTAL UNLESS NOTED OTHERWISE (IF APPLICABLE) 9. FIELD TO DETERMINE FINIAL SELECTION OF FINISH FOR FIREPLACE. 10. FIELD TO DETERMINE FINAL SELECTION OF WALL FINISHES AND LOCATION OF FINISHES. 11. TYPICALLY, FLOOR FINISH TO MATCH ADJACENT SALES AREA FLOOR FINISH. FIELD TO DETERMINE FINAL SELECTION OF FLOOR FINISH. 12. WD-1 ON ACCENT WALL OF OFFICE. REFER TO INTERIOR ELEVATION AND SO-4 SHEET. FINISH NOTES 1. BALUSTER NOTE: DO NOT INSTALL COLONIAL S T YLE BALUSTER AT RAILINGS TO LAUNDRY ROOM. WROUGHT IRON BALUSTER PREFERRED. 2. REFER TO FINISH SCHEDULE FOR CORRECT PAINT SCHEME FOR IMPACT WALL, SALES CENTER WALLS, CEILING AND ETC_ PHOTOS ARE AVAILABLE ON THE PRODUCT DEVELOPMENT WEB SITE. 3. TILE ON ACCENT WALLS (T-1) TO RUN HORIZONTAL UNLESS NOTED OTHERWISE. 4. DOORS TO BE SOLID WOOD CORE, EQUAL TWO PANEL SQUARE EDGE DOOR, PAINTED P-2 WITH SQUARE LEVER DOOR HARDWARE, UNLESS NOTED OTHERWISE. POCKET DOORS TO BE SOLID WOOD CORE, EQUAL TWO PANEL SQUARE EDGE DOOR, PAINTED P-2 UNLESS NOTED OTHERWISE. 2016 WINDOW TREATMENT WT-1 MANUF: INSIDE MOUNT WITH MATCHING VALANCE STYLE: COLOR: REMARKS: 2016 EXTERIOR PAINT P-4 TRIM COLOR SEE Cl FOR LINK TO OUTLINE SPEC ON THE I P-5 WALL COLOR SEE Cl FOR LINK TO OUTLINE SPEC ON TNET 2016 FLOOR FINISH LEGEND WF-1 WOOD FLOORING: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF: STYLE: COLOR: REMARKS: C-1 CARPET - OFFIC;ES: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF: STYLE: COLOR: REMARKS: CONTACT: C-2 CARPET - ENTRY: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF; STYLE: COLOR: REMARKS: CONTACT: C-3 CARPET - ISPT AREA - INSET: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF: STYLE: COLOR: REMARKS: CONTACT: LVT-1 LUXURY VINYL -FILE: MANUF: ARMSTRONG STYLE: NATURAL CREATIONS COLOR: MYSTICS TP079 CLOVE CUSTOM REMARKS: 18" x 18" TILE SIZE FLOORING TRANSITIONS REFER TO SO-4 FOR DETAILS TS-2 INSET CARPET TO WOOD: MANUF: SCHLUTER SYSTEMS STYLE: RENO-T COLOR: SATIN NICKEL REMARKS: CONFIRM SIZE ON FIELD TS-3 CARPET TO WOOD: MANUF; MERCIER STYLE: WOOD THRESHOLD COLOR: TO MATCH WF-1 REMARKS: TS 4 TILE TO WOOD: MANUF: SCHLUTER SYSTEMS STYLE: KENO-T COLOR: SATIN NICKEL REMARKS: CONFIRM SIZE ON FIELD TS-5 CARPET TO LVT_: MANUF; ARMSTRONG STYLE: VTO TRANSITION STRIP COLOR: 12 SHADOW GRAY, TBC REMARKS: 2016 WALL / CEILING FINISH LEGEND PAINT - TYPICAL THROUGHOUT UNLESS NOTED OTHERWISE P-1 FIELD PAINT THROUGHOUT: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF; STYLE: COLOR: REMARKS: P-2 PAINT TRIM. DnnRS. RASF' OFF C1 FnR I TNK Tn (MITI TNF SPFC nN TNFT MANUF: STYLE: COLOR: REMARKS: CEILING FINISHES A-1 ACOUSTICAL CEILING PANEL: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF; STYLE: COLOR: CONTACT: P-3 PAINT - CEILING: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF: STYLE: COLOR: REMARKS: WALL TILE T-1 ACCENT WALL TILE: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF: • INSTALL TILE BEFORE DISPLAYS STYLE: COLOR: ^ INSTALL LAST ROW AFTER COUNTERTOP GROUT: INSTALL REMARKS: WALL AND TRIM FINISHES B-1 BASE - TYPICAL U.N.O.: MANUF: BUILDERS CHOICE STYLE: SQUARE EDGE COLOR: PAINTED P-2 REMARKS: 5-1/2"H x 1/2" THICK TR-1 CASING AT DOORS/ OPENINGS: MANUF: BUILDERS CHOICE STYLE: PAINTED P-2 COLOR: REFER TO TYPICAL DETAIL 2/SO-4 REMARKS: TR-2 CROWN MOULDING: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF: STYLE: COLOR: REMARKS: WD-1 WOOD PANELING: MANUF: BUILDERS CHOICE STYLE: 6" PANELING (REFER TO DETAIL) COLOR: PAINTED P-2 REMARKS: SEMI -GLOSS FINISH 2016 FINISH LEGEND CAB-1 CABINET: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF: STYLE: COLOR: REMARKS: HW-1 HARDWARE CABINET PULLS: MANUF; HARDWARE HUT STYLE: AHW-A866-BN COLOR: SATIN NICKEL REMARKS: 12-5/16" LENGTH HW-2 HARDWARE - COPY/STORAGE CABINET: MANUF: HARDWARE HUT OR SIMILAR STYLE: 4" WIRE PULLS, BER-6130-2SC-P COLOR: BRUSHED CHROME REMARKS: www, rusticahardware.com MT-1 METAL - ISLAND REVEAL & TOE KICK: MANUF: BUILDERS CHOICE STYLE: METAL LAMINATE COLOR: STAINLESS STEEL FINISH REMARKS: PL-1 COUNTER - LAMINATE: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF: STYLE: COLOR: REMARKS: ST-1 COUNTERTOP: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF: STYLE: COLOR: REMARKS: BUILT UP EDGE ST-2 COUNTERTOP: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET MANUF; S T YLE: COLOR: REMARKS: BUILT UP EDGE GL-1 GLASS TOP: BUILDERS CHOICE MANUF: 1/4" FROSTED GLASS, POLISHED EDGE/ STYLE: EASED CORNERS COLOR: REMARKS: SEE Cl FOR LINK TO OUTLINE SPEC ON TNET FILE SECURITY ALL FILE CABINETS MUST HAVE LOCKS. NO EXCEPTIONS. LINE TYPE LEGEND CROWN BASE ONLY, DO NOT INCLUDE SHOW MOLDING 0 0 1 00 M Lu \\�a�\��u�urr►rnrurrui��I .�\\ ..nlr\I�a. Ilr.• �kU G _AAo �•� JIs'o- • Q`��•� E1RV�\\\\``' Q a Q Q Q Q Q Q Q Q c — - ro > N to vi `t Q o to o, L O o U a' � (3 E a� c a 1> U @ O > LI_ — n. � a) LAJ c1' im N- O M Lo ¢, LO L� 0 Z 41 rO ro O O � �n �;: r6 M -sue � f O ..... Lo :. O 211. Zw O :> tea; u Lu T� z w s €..X i Se �3 i u u w; LU o LJ O i z' ¢ t\ u O ,�-i s M �_u F €u Q J F— W 0 O .. � U; :. L ..._ �w F­3 t 3 . U— SERI..IL NU"i",€ IE'Al. 1012.2 0 U fu .¢J 0 O O w Q w��co 4S O Tw A O LL- ® z w r— O a : ♦^ V d I ® O w ® LU O LU Q w V 0 J Q O = w � O w� �� F �n ry- a Li- z Q a' Q w ar-, O O u- w w w z J � O m z 0 _ � cn gory QQ--Uw m 000 0 71 LL � z w <o> J z�Q � ¢ cn wow =�O m�� 1oz U O LQ O LL 0 O z U) o�z Wmz� Iwo w=)oU) 0 j LU LU Lu U ~ Q = m U) LU p z O 0 w= G�U(!1 z O 0O o z LU O U0 LU LU Ly LU z �LLUj00 �z=o J Q U)¢QU) =z m�?U)z o�HLU n¢B= w w 1U h- ja-�U� U I— � o�oz ouzo az0Q oza¢ U '--' zUjOQ z �0 Li-i0 0 oow QL�� v z a Oz LU LULLJ UQ CO 0M:LU M C rY LLJ b ` cc) n 'v 0 0 LL- 0 ti w w OCL) LU LL E z z = Uj00� Q V ry L MUj m c J p[ Q Q . o o r l STAIR TREADS AND RISERS'TO MATCH 7- WD-1 LVT1 i GL-1 5 SO-4 r .......... .................... WD 1 ' i I OUTLINE OF DESK GL-1 SALES OFFICE #2 N-T-1 (ON � WALL) FINISH NJ Scale: Custom C1 VVF-1 '— OUTLINE OF MTG. TABLE ST-1 CAB-1 HW-1 GL-1 10, 2 M 1 SO-4 C3 I so 4 �� i= F i= VR I! N C E S 0= u° F O D d J. wI�V wU � l��p DETAILS, & LEGENDS `\`\\\\ov�uuuw'rrunruiiiq���� GON(VF �% gA�z =moo � •� i pp 9QJv,p No TErRItiD�P�G�'��,�. Q H Q if Q H L < N 2 O p1 p m - = Q Em Q \\O / r1 :� co ECL LL Q r1 ' rn0�^ I' "^J L J O N Lij _ M N U z O LUG �0 00 Ln ns i f M N U` N 0 N O s LU Lu :.; W LU Lu LU b .. U w o z z z � O ,�-� LL_ s. O z z ERIAL NUM ER 1012.2 0 U fu a� 0 .a, p O w Q Z oil F-W LL O Lu 0 Lu p�z w O Lu 0 0 p 0 oc z z uj O �t w p O Q ouzo Lu 1 w w=D� Ce-rz� ct� Q moo W J z =om Ln z �o0" _�u') .0 U Lu 000 U z w Q Qu-�i z z w Q O > U w z a �U) w ¢ U) =o� 0 0 V mU� J�z O VU) O L- p cn OWzU) 0 0 z oC-) ;$ w=pii m J = JQF- - p = U co p z O O Lu = a u z O 0O z0 F- LLJ H tuo p w U w U w w O > U p J Q Ur) ¢ Q (f) _ = z 0 m (D z p z w Lu w I—p�p �Qo= uj Lu w u ufuo 0 u) 0 z p11cn0 F- U O O ckf z w > U ' z r z O ® p ry Lu p z¢ L u z a wwLU �0� C� = Lu zF—=U) LU Qv z O O O w w O W p z w z z = crj00~ U ( j uj J in Cie J �Q0o FINISH FLOOR nil LOCATION AMENITIES (THE GOOD LIFE) Scale: 1 /2"=1'-0" FRAMELESS GLASS DOOR AND WALL o OFFICE' 0 0 - PROJECT BEYOND\ LOGO bo > :w r SAFETY STRIPING REQUIRED AT GLASS WALLS & DOORS TYP. SALES AREA SCALE: 1 /4' = 1'-0" ELEVATION A 0 ELEVATION DES MANAGER I SCALE: 1/4" = 1'-0" U-j CY SOFFIT QUANTITY VARIESL ii M O i-u J I LIFESTYLE PHOTO SERIES OFFICE\\ q 0 BEYOND ELEVAMN p z s-a IMPACT WALL CREDENZA ELEVATION C ss� 4'-0" MIN CLR -_BUILDER'S STORY CLUTTER BUSTER/ KNOWLEDGE CENTER VARIES L EVE �J 0 �� i 71-011 PAINT P-2 � PAINT P-2 M DESK SHOWN DASHED FOR CLARITY "0 p H Y O O E LO E S TYP P. E O E° T 0 FA Scale: 1 /2" =1'-0" 5 BAND FROST STRIPING REAL FRAMELESS G INTERIOR FRAME TOP BAND REQUIF Ln Scale: 1 /2"=1'-0" M 0 zo Li C=8 CD f it Lu J L �C II 0 Lu Lu 0 0 0 0 �J \`\����u�uuunruuu�� ° J ° 'S TER Q QQQ�Q� QQQQQ�Q H Q L ro w C 0-0 un w p1 Z 61 p U 1- L 0, / n � O U = C7 (3 U 0 a c U (1) _ O d LIJ Cy O O Lo CV rn ui O U Z3 o 00 :sl 1 � �� « (6 CV 0N 0 s L s zi O z 0 I z L� w' Lu > H �I W _ Lu O sue;: � I W O z z 0 L w Lno O g m P � I p i EKE :O L . W F SERIAL. NUMBER 1012.2 O LU Q UUJ r m � O 0 � L 0 � 7D LU C:) ®moo Q w U >FLjj -< O ®W a Cx�C® � Q¢ ry moo LL � L� gOm �o70, � �U) dory U LU r, m O 0 0 LU z <c <� Qo> ct�J ��¢ U) L1J o 0 ® U m eLL'l, jaz U ® U) O 0�7 0 m�� O � LIJ w®® mL9-Lur <� 0<�� =rm C 7-O 0 LU LU g =�Ucn 00po Up Q= w H (DUJa® (D�U �J ,QQcn FU)U �®moo Q ® g LU w I ®LLU =� � ::D = 0 U-) 0 0 0U)0 r ®®=< L.LU caaU®z r, z �0�0 ¢'tip- '-' c 5 LU U)M rY < Ed U (n J U_ z O O O iw®r., LU (n®OP�— < U M 0 0 LU CQ ®1 �<8 lWWWMINA LIN Mal RI PVC POST CAP CONTINUOUS SEALANT BEAD PAINTED DROPPED 2x8 P.T. SYP - 0.22x6 SDWS TIMBER SCREW BY SIMPSON (2 EACH FACE) CONTINUOUS 2x VERTICAL BLOCKING PVC COLUMN WRAP 6x6 P.T. POST MANUF, STONE CAP 3/4" OS B EXTERIOR SHEATHING - CONTINUOUS P.T. 6x6 POST FROM TOP OF PERGOLA STRUCTURE TO CONC. SLAB MANUFACTURED STONE VENEER INSTALLED PER MANUF. SPECIFICATION! 1/2" MORTAR SETTING BED SIMPSON ABW 66Z POST BASE PROVIDE FLASHING AND WEEP SCREEN @ BASE. BOTTOM OF STONE VENEER MIN. 2" ABOVE PAVED SURFACE 2X4 STUDS W/ P.T. BOTTOM PLATE 24"x24" CONCRETE OR FULLY GROUTED CMU PIER TO FROST q/Avi,) rFnap PAINTED 2x3 BEYOIv'D 11_011 �L)GXiZ MM I LU SYP BEYOND rj-- D CL s®-� SCALE: 1 1 /2" = V-0" 2x12 PAINTED SYP BEYOND +-11N N Ti *-I WN N CHAMFER 5/412 CEDAR TO BEAR ON 1x3 (TYP.) IF IA STONE VENEER _ GRADE 'D' BUILDING PAPER CONTINUOUS P.T. 6x6 POST_ PVC COLUMN i WRAP ABOVE 7/16" EXTERIOR SHEATHING MANUF. STONE CAP ABOVE 2X4 STUDS W/ P.T. BOTTOM PLATE GRADE 'D' BUILDING PAPER SIMPSON TITEN HD 1/2"X6" (THD501200H) SCREW ANCHOR W/ 3" MIN. EMBED. -OR- SIMPSON 5/8" ATR SET EPDXY W/ 5" MIN EMBED. M �Q Tom ....:...:....:....:.....------------- ----------------------- .....>................ .....:....: u -" T7 POST C„ V� c3 - ,� S �� D E SN L SCALE: 1 1 /2"= V-0" BOTTOM OF STONE VENEER MIN. 2" SIMPSON A33 ANGLE ABOVE PAVED PAINTED (2)2x12 PT.SYP (ZMAX COATED) W/#9x12" SURFACE PAINTED 2x3 SD CONNECTOR SCREWS PAINTED 1x3 BEYOND PAVED SURFACE; - --------- ----- ---------------------------------- j WELL COMPACTED FILL OR VIRGIN SOIL o - ANGLED 5/4x12 CEDAR ............... '-' BEYOND ............... FOUNDATION TO BEAR �, -- ___-- ] i [ON COMPACTED FILL*% *% / - u u PAINTED DROPPED 2x8 SYP FILL ENDGRAIN 2" PVC PRIOR TO PAINT D E T L 5 so-' SCALE: 1 1 /211 = 1'-011 21-011 PAINTED -� 2x3 r---------------- i I ` 1 1 ,o I I I I Lai 3 s®-7 SCALE: 1 1 /2" = V-0" m' COLUMN DE „ L s®-7 SCALE: 1 1 /2" = 1'-0" TAR PAPER WRAP CONDUIT FOR LOW VOLTAGE LIGHITNG CONTINUOUS VERTICAL 2X BLOCKING PRESSURE TREATED 6X6 POST CMU PIER CELLULAR PVC COLUMN WRAP ///� PAINTED 6 s®-7 SCALE: 1 1 /2" = 1'-0" Z �(S� DETAL S®-7 SCALE: 1 1 /2" = 1'-O" rri I I If AD nx/C POST CAP G 30L T ED TO POST /C COLUMN WRAP 3RACKET FOR UPLIGHT KEY NOTES: EXTERIOR IMPROVEMENTS AC -I Accessibility clearance, see SO-9 ARCHITECTURAL WOODWORK/CASEWORK AW-1 6"x6" Pressure Treated Post AW-4 Impact wall credential to fit in 8'-7" R.O. AW-5 Knowledge Center/Clutter Buster Cabinet to fit in 4'-4 3/4" R.O. AW-6 Hospitality Cabinet to fit in 3'-10 3/8" R.O. AW-7 Meeting Table AW-8 Sales Manager's Desk AW-9 ISPT Table EXTERIOR FINISH CARPENTRY & EXTERIOR ARCHITECTURAL WOODWORK EF-I Pergola, refer to SO-7 for plans and details U I� OO U) U) O (n 0 z O W Q F-- LU \\`\0\\\\\1U1111111I1f111i1/;/ v o J (n • o 0 '�. Np %&9 s" ' �• ��inslitc``���`�� Q H H Q H Q Q i Q Q Q ro N = < Q � N (0 z vi CD 0 U o 2: .0 IU .0 N •L a cr-I m .— Q r W d- :' n d- Lo Q U <Fz N ILLI ^� (a Ln "m.• 0 <; O t Ln < � 1 ,...w Lj ~_: t2 #iJJ C J V d V 0 Ln ,Z > , LU EiJ : I,..... w 7-11 � z O sLU W iLE Q r\ L QLn 0 03 LU LU ..... Eli LU UJ t.. .; CL:> s ,....... O 0 Q W io U 0 g Q W 0 U) O 0 a uj ® C) ® u 0 ¢ w O Lu QT ¢ 0-7- i 0 w tia W � U) 0ry w uj = ~ ry d 0 Lu z ¢ ck� ¢ ry Lu O O >- LL- w w J � 0 � 290 =a.U) O ry LLJ O CK CK U Lu d w r� 0 0 W z ¢ ® ry III ¢ 0 W J cn z U) CK, ¢ cn =o eo— O ® U Cotw� Ou O C' ^ O I J a: U) o U.,mUn H Lu rco-j= J ¢ �— ® Q (U 7 ry C z O 0 LL1 w S z u cn z 0 C) Lu LIJ O w H C�LuC® w � O �zg® cam- ¢ ¢ (n rorU-vC�z ® W Lu cwn¢o= Wr— �®cn� a w Ct� : z 0 0 Lu 0 O ¢z0Q oo�¢ cnv®� zLu¢ � CL 0 ®�Lu ¢L L w z o zLu n z LU �; U)m Q) F- M 0 ¢mU O 0 O W w 0 ® = W u;®o� ¢�U,ry ®�`H''n ®ry_J -J�w0 ¢¢0-F- CONCRETE OR FULLY GROUTED CMU PIER (TYP.) SET BOTTOM OF FOOTING AT -OR BELOW FROST DEPTH SPANDREL TRAP WALL -- -- S JLL�__ LEVn3T, �'03)'N Scale: 1 /4" = V-0" PERGO � ��LEVATION Scale: 1 /2" = V-0" E ' ANINC 'n1__AN Scale: 1 /2"= V-0" CEFERENC; S-0=7 FOR PERGOLA DETAILS PAINTED 2X12 P.T. SYP PAINTED DROPPED 2X8 P.T. SYP (TYP.) PAINTED 2-2X12 P.T. SOUTHERN YELLOW PINE (SYP) PAINTED 2X12 P.T. SYP (TYP. @ SIDES & REAR) PAINTED 2-2X12 P.T. SYP (FRONT LOCATION) \\``\\\�oauuuuirrnrrnuii� GONNEG'T����'af •' RUG � � .�G o Q a TE Q H i! Q c (D ro c c Q N o .> cn a� o O 6) (D 2 C C� U �_ o fu CK G M O Q M u < �- O 5 (6 L I . ¢ o €13 1. 0 2 C ° j Lu un 0 00 Lo J I N �_ Lr) � � N 0 N 0 O 0 j ujo Lu W W W [ Lu i Lu r ? <Lu Lu Lu U i O 5 O� U z ¢ X wLuLu O z ¢ 1� r 0 s U LIw€ €3m€ {a� C Lu O oC Lu w 0 Q V) 0 z � O s�c t iL W :.SERIAL UMBEF", 1012.2 ...uui"�.ui.i, fl 32" min. 60" MIN. ;" 4" - 5 1/4" ' o �� 1 1/4 2 2 1/4 MAX. \ O.•�RUGG F•.�G a .\p ,_. 1 1/2 MIN. o�ornn� �o = — — — — — — —� " rLnirin Ln = 1_ • +~ owl y o f _ 60 MIN. 2/0 N• —�'.No. ' 12" MAX. 2" MAX. 00 ,' /�i� 9 ••0.....0 T, ;�� o I I M / \ 'F��STERE�A��.•���. _ / \ 4" MAX.CD rruaunesmmnt�n MIN. D❑❑R ❑PENING i J ` I IT N L --Tl/Q ' ® 36" MIN. — — e� s=" (cirri �I n r i\Inv�-(�iv��i �I n v� �r Q Q Q Q T 1 1,I--I Q 'i NOTE: X=12 in. i is f,f �II ".I, �I L - - Q _ Q I V V I 1 l.r I I ` VI \ V. I ,�, i E I I 12" MIN. 12" MIN. % f% Q `6 °— x the door has oth a ;, Y > � C Q Q o I 18„ I closer and a l tch q 0-0 �n z� 0 _ �, 42" MIN. 42" MIN. HANDRAIL HANDRAIL CR❑SS i o o �' O w¢ T-shaped Circular o ; , m o>> ._ w m I co CLEARANCE SECTI❑N a) o U) O 12" MIN. v o 4 n X<48 W SIZE ❑F WHEELCHAIR TURNING x> 12" z Clear Width' M °'Cl� In L E M m o a 0 = d SPACE at Turn ~ JA 00 Ooz 4 0d X NOTE: X-12 in, if z I I N - �f / It CK the door has both M o o� z r- s 7 closer and a latch � I L---- J o ,' O a W oU 1 I � L c - - -I I Limits of Q M Q o Q II o d L - - -i 48" MIN' Protruding Objects Post -Mounted z a rn 1:2 max. slope ao M N 11J � z � � r �-- o •E I I 22 mini � Protruding Objects � p � ¢¢ X c N I M - �6 Lf� cn Forward Parallel M N z Ul 1i 30 MIN. . , I; w w I O S _ .n- P rl T T T f-1 I I l t- r I � A !a - / -. /'' : a -r i... Q U) Z �.�' i.i��lJ._�# '� z -1 ' V --------' -. .. .. .y I " J 1 1 1 u 1 v u 1 1... L L m I \ . -` /j i / """ k." "' o "' NOTE: X=36 in. if Y= 60" rein. FL❑❑R OR GROUND � 'r � " w W a-0 4" rlinl SPACE X X x . o O r J 1 2 max. slope 0 N ¢ - - Stairs Ramps � 00 +' rn LSO N z W z J - - 24" min. x M X I I ` HANDRAIL TOP HANDRAIL ""'J `n N - I I L_ _ J Ln HEIGHT EXTENSION AT '"r"� o z I 24"min I~ _ _ _ �,� L I I FLOOR TRANSITI❑NS 0 O � I c L — — — 60 MIN. 20 MAX. STAIRS "O .11 20" 25" 12 MIN. W N '- I I � -- � � 36" MIN. �? � lyl N w 00 U) ,� ,� Obstructed High o � �, Unobstructed g o Forward Reach 12 MIN. 12" MIN. X U c� m I o II s Forward Parallel Forward Reach 0 °C NOTE: Y=54 in, if t o door z� +> u LL. o ooQ o z has a closer -y-� Approach proach LL. �,, ¢ MANEUVERIf� z i a CLEARANCE IN AN 0 Q z ALCOVE - 0 0 , zOw Xi ¢ J x x L1J w a ¢ w; Uwe —J h---I = 00 00 ,; w i ..o V a ui z w ¢ 2x12 BL❑CKING f; U) t.$,€ = O o BETWEEN STUDS II �.\ O Q ! 24 MAX. 48" MIN. 24 MAX. r„ fl: w F, ' J 00 z L❑CATI❑N OF GRAB V :` a o o BARS 10" MAX. 24" MAX. TOP & BOTTOM BOTTOM HANDRAIL i w c' z z z z w i LU o v", 11/4"-2" Unobstructed Side Obstructed High HANDRAIL EXTENSI❑N AT ,_, z > ¢ W z o z "' ' M - - - - Side Reach EXTENSI❑N AT A H z _ O O Z � i FINISHED FLOOR M M co M � �� v 0, wmz� 11/211 ; Isk // RAMPS i v) \ 0 w O a w (> z d Q Q r SWITCH, OUTLET, �€ € Q W ® OR CONTROLS ? W W _ LU W SIZE AND GRAB BAR BL❑CKING CLEAR WIDTH OF AN O p LU o m � SPACING OF DETAIL ACCESSIBLE ROUTE MIRK❑R o o O z ¢ U-)GRAB BARS = m of GRAB BARS z m j 1 2 17" min. co z x oaO0 e z CLEAR %i X OUTLET SWITCHES OUTLET @ HALF Ln I W z ¢ 0 0 o z FLOOR _ _ THERM❑STATVALL ,, ,, O + 8 rl i e . ;;Ln � U H 39"-41" 16 18 M SPACE 00 _E U_ O / o ro w 0' 19" max. N N 9„ m i M cm ,- z a z " 54" min. - NOTE: ALL CONTROLS SHALL BE ELEVATOR CALL BUTTONS LOCATION OF CONTROLS CJ) Cw7 > 12 max. 42" min. \. W z ¢ Q 12 min. ACCESSIBLE PER IBC 2009 &SIGNALS 48" min. 11" min. w Q ¢ 24" min. _ toe clearance SECTION 1109,12 AND INSTALL cn I- ¢ cn = f 9 TO THE ANSI A117.1 2003 NOTE. �° E e le clear e _ ¢ = z CLEAR 17 min. ' 1 �,, U) O FLOOR r THIS INCLUDES SWITCHES, z sn - ,. fixture depth RECEPTACLES AND THERMOSTATS 1. ALL SIGNAGE SHALL COMPLY WITH ANSI Q w z ca Cn � f�. M M SPACE ^ ELE T REQUIREMENTS, SIGN CONSULTANT SHALL Q o M M LAVATORIES C RICAL CONTROL PROVIDE SHOP DRAWINGS. w cn w % f — 60 min. r, . U) ¢ Q =10 w w w H w 0 LOCATION ❑F GRAB ACCESSIBLE WATER CL❑SE w = = o R B BARS ITiEIGHT ❑F URINALS = F- U_ L❑CATI❑N AND CLEARANCE o U) o z .................. w0U)O UwO¢ �, rA,T 0 z0 U) Z a Q z w j c o 6" min. toe M cn w O z yr e _ clearance z ¢ I Z o Ln 21 � W - 0 v a J z U1 r _E -e 4" max. E Lr)_� i Q F-vvvp , 6"min. W 1.� f: C �`.' ......... W U) w:.. 7 -9II - C7 = w H 60" min. E I— Z Cn %n o, W W �_~�� w W ¢zEDU Q O J SEAT HEIGHT AND T❑ILET PAPERCCESSIBLE TOE CLEARANCE AT N o DISPENSER LOCATION PARTITION ELEVATION Z � TOILET ., w U W w 0 COMPARTMENT Q z z = WATER CLOSETS ' U00� _ oC w UJ 3LU LU OLU J H U w ¢¢a� July 20, 2018 Town of South Windsor 1540 Sullivan Ave South Windsor, Ct 06074 Dear South Windsor Building Dept: RE: 169 PALMER DR: DAUSETH REID We recently pulled a HVAC permit on December 15, 2017 for the above address and the customer has now cancelled the installation. We are requesting a refund for the permit fee of $162.00 and if you could please cancel the permit you have on file for this as well. That would be greatly appreciated. Please contact me with any questions. S' erely, Alesha Fillmore Install Coordinator Aiello Home Services cl�j(REScheck Software Version 4.6.3 Compliance Certificate Project COLUMBIA II MODEL Energy Code: 2012 IECC Location: Glastonbury, Connecticut Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,746 ft2 Glazing Area 12% Climate Zone: 5 (6155 HDD) Permit Date: 09-13-2017 Permit Number: 0002 Construction Site: Owner/Agent: Designer/Contractor: Estates at South Windsor 9 Farm Hill Rd, South Windsor, CT 06033 Compliance: 0.3% Better Than Code Maximum UA: 616 Your ILIA: 614 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies FIRST FLOOR BAND JOIST: Wood Frame, 16" O.C. 1/1 1V.V " SECOND FLOOR BAND JOIST: Wood Frame, 16" o.c. 333 19.0 0.0 0.060 20 2X6 FIRST FLOOR WALLS: Wood Frame, 16" o.c. 902 19.0 0.0 0.060 33 FIRST FLOOR WINDOWS: Vinyl/Fiberglass Frame:Double Pane with Low-E 287 0.290 83 20 0.200 4 FRONT DOOR: Solid 40 0.290 12 BACK SLIDER DOOR: Glass 2X6 BALLOON FRAME 2 STORY WALLS: Wood Frame, 16" o.c. 952 19.0 0.0 0.060 57 2X6 BALLOON FRAME LIBRARY WALL: Wood Frame, 16" D.C. 375 19.0 0.0 0.060 23 2X6 SECOND FLOOR WALLS: Wood Frame, 16" o.c. 1,729 19.0 0.0 0.060 87 SECOND FLOOR WINDOWS: Vinyl/Fiberglass Frame:Double Pane with Low-E 271 0.290 79 322 13.0 0.0 0.082 25 GARAGE WALL: Wood Frame, 16" o.c. 18 0.200 4 MAN DOOR: Solid BASEMENT WALL: Solid Concrete or Masonry 1,670 0.0 11.0 0.055 90 Wall height: 7.5' Depth below grade: 7.0' Insulation depth: 7.5' BASEMENT WINDOWS: Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.290 3 18 0.200 4 BILCO DOOR: Solid Project Title: COLUMBIA II MODEL Report date: 09/14/17 Data filename: CA Vault\Communities\Connecticut\Estates at South Windsor\Lots\0002\Documents\AO Pagel of 9 158278 LOT 0002 RESCHECK.rck k FLOOR OVER GARAGE: All -Wood j oist/Tru ss: Over Unconditioned Space MAIN HOUSE CEILING: Raised or Energy Truss PALLADIAN CEILING: Cathedral Ceiling Compliance Statement: The proposed building design described here i calculations submitted with the permit application. The proposed b� REScheck Version 4.6.3 and to comply with the mandatory requip�n Name - Title Sian Project Notes: Model: Columbia II; Elevation: Devonshire; Opt: 001,015,041 410 38.0 0.0 0.026 11 2,422 38.0 0.0 0.025 61 65 38.0 0.0 0.027 2 building plans, specifications, and other to meet the 2012 IECC requirements in }e`ck Inspection Checklist. n Date 2,629 Project Title: COLUMBIA II MODEL Report date: 09/14/17 Data filename: C:\_Vault\Communities\Connecticut\Estates at South Windsor\Lots\0002\Documents\AO Page 2 of 9 158278 LOT 0002 RESCHECK.rck REScheck Software Version 4.6.3 1 Inspection Checklist f Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ❑Not Observable 4:building envelope. ❑Not Applicable 103.1, ;Construction drawings and I❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 :energy code compliance for ❑Not Observable ; [PR3]1 ;lighting and mechanical systems. ❑Not Applicable j Systems serving multiple ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, ; Heating and cooling equipment is ; Heating: Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr❑Does Not [PR2]2 !on loads calculated per ACCA ; Cooling:Cooling: g❑Not Observable t� Manual J or other methods approved by the code official. Btu/hr Btu/hr ; j❑Not Applicable j Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: COLUMBIA II MODEL Report date: 09/14/17 Data filename: C:\_Vault\Communities\Connecticut\Estates at South Windsor\Lots\0002\Documents\AO Page 3 of 9 158278 LOT 0002_RESCHECK.rck Section # Foundation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.1.1 ; Conditioned basement wall R- R-❑Complies See the Envelope Assemblies [F0411 :insulation R-value. Where interior R- R_ ❑Does Not ;table for values. J :insulation is used, verification '❑Not Observable may need to occur during Insulation Inspection. Not ;DNot Applicable required in warm -humid locations :in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies [F0511 insulation installed per j❑Does Not manufacturer's instructions. ;❑Not Observable ❑Not Applicable 402.2.8 Conditioned basement wall ft ft❑Complies :See the Envelope Assemblies [F0611 insulation depth of burial or ❑Does Not ;table for values. distance from top of wall. ; ;❑Not Observable , ❑Not Applicable 303.2.1 A protective covering is installed❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade.❑Not Observable ❑Not Applicable 403.8 Snow- and ice -melting system ❑Complies [FO12]2 'controls installed. ❑Does Not ❑Not Observable :❑Nat Applicable j Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: COLUMBIA II MODEL Report date: 09/14/17 Data filename: C:\_Vault\Communities\Connecticut\Estates at South Windsor\Lots\0002\Documents\AO Page 4 of 9 158278 LOT 0002_RESCHECK.rck 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: COLUMBIA II MODEL Report date: 09/14/17 Data filename: C:\—Vault\Communities\Connecticut\Estates at South Windsor\Lots\0002\Documents\AO Page 5 of 9 158278 LOT 0002 RESCHECK.rck section Plans Verified Field Verified # Framing / Rough -In Inspection Value Value Complies? Comments/Assumptions & Rea.ID 403.5 Automatic or gravity dampers are; I❑Complies [FR19]2 installed on all outdoor air ❑Does Not d intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: COLUMBIA II MODEL Report date: 09/14/17 Data filename: C:\_Vault\Communities\Connecticut\Estates at South Windsor\Lots\0002\Documents\AO Page 6 of 9 158278 LOT 0002 RESCHECK.rck Section # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Recl.ID 303.1 ;All installed insulation is labeled 10Complies [IN13]2 or the installed R-values❑Does Not ;provided. ❑Not Observable ❑Not Applicable 402.1.1, ,Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ; ❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per❑Complies 402.2.7 manufacturer's instructions, and ❑Does Not [IN2]1 ; in substantial contact with the !❑Not Observable J ;underside of the subfloor. ❑Not Applicable 402.1.1, ; Wall insulation R-value. If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 exterior, the exterior insulation requirement applies (FR10). ❑ Steel ; ❑ Steel ❑Not Applicable j 303.2 ;Wall insulation is installed per ;❑Complies [IN4]1 manufacturer's instructions. ElDoes Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: COLUMBIA II MODEL Report date: 09/14/17 Data filename: CA Vault\Communities\Connecticut\Estates at South Windsor\Lots\0002\Documents\AO Page 7 of 9 158278 LOT 0002 RESCHECK.rck Section # Plans Verified Final Inspection Provisions Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R-❑Complies ;See the Envelope Assemblies :❑Does ;table for values. 402.2.1, ; ❑ Wood ; ❑ Wood Not 402.2.2, Steel ❑ Steel ;❑Not Observable 402.2.E ;❑Not Applicable [FI1]1 303.1.1.1, ;Ceiling insulation installed per ;❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every ;❑Not Observable 300 ft2. ;❑Not Applicable 402.2.3 [FI22]2 ;Vented attics with air permeable insulation include baffle adjacent ;❑Does ;❑Complies Not ;to soffit and eave vents that I❑Not Observable ; extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation >_R-value of the ;❑Does Not �. ;adjacent assembly. ;❑Not Observable ;❑Not Applicable 402.4.1.2 ; Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2, and ;❑Does Not ` <=3 ach in Climate Zones 3-8. ;❑Not Observable ;❑Not Applicable 403.2.2 [FI4]1 ; Duct tightness test result of <=4 cfm/100 cfm/100 ft2 across the system or ; ft2 cfm/100 ft2 ;❑Complies ;❑Does Not ` <=3 cfm/100 ft2 without air ;❑Not Observable ; handler @ 25 Pa. For rough -in ;❑Not Applicable tests, verification may need to occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated❑Complies (FI24]1 by manufacturer at <=2% of ❑Does Not ;design air flow.❑Not Observable j❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Not [FI9]2 installed on forced air furnaces. ;❑Does ❑Not Observable ❑Not Applicable 403.1.2 ; Heat pump thermostat installed ', ;❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water have or❑Does ❑Complies Not [FI11]2 ;systems automatic ;accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1 [F125]2 ;All mechanical ventilation system ; fans not part of tested and listed ,❑Complies ❑Does Not ; HVAC equipment meet efficacy ❑Not Observable ; ;and airflow limits. ❑Not Applicable 404.1 ; 75% of lamps in permanent ;❑Complies 75% Not [F16]1 fixtures or of permanent❑Does ;fixtures have high efficacy lamps. ; ❑Not Observable !Does not apply to low -voltage jNot Applicable ❑ lighting. 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: COLUMBIA II MODEL Report date: 09/14/17 Data filename: C:\_Vault\Communities\Connecticut\Estates at South Windsor\Lots\0002\Documents\AO Page 8 of 9 158278 LOT 0002 RESCHECK.rck section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have❑Complies � no continuous PnuL iiyn�. gin_ uDoes Not ;❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted.❑Complies [FI7]2 ,❑Does Not ;fJ❑Not Observable ❑Not Applicable 303.3 ; Manufacturer manuals for❑Complies [FI18]3 :mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: COLUMBIA II MODEL Report date: 09/14/17 Data filename: C:\_Vault\Communities\Connecticut\Estates at South Windsor\Lots\0002\Documents\AO Page 9 of 9 158278 LOT 0002_RESCHECK.rck �J(2012 IECC Energy Efficiency Certificate Above -Grade Wall 19.00 Below -Grade Wall 11.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System:. Water Heater: Name: Date: Comments dId'�laaya!o� II!C tue(�u�e�D saaH!O-�fl Ilol V � � N E)`-, �39Wf1N \\`�,IIIII��,,� ,� T �. -K2S-26Z-SlZ J! I OOHS-E6Z-S�Z , 133HS C) ...' ......... 1j %� J,� dId '�(uasuaS e!nl�(S I,�,061 �1d `ua�usaoH `peod Ae4lejq! J OSZ 3WVN N011VAgt 3 ��:`;� - <:`� �� , `dId'sal66n� p!nea _ o - —g,. = VIV'll!aN,O Aujowi1 WNI NOISIAld 13S ZT-M-TT - 3iVG 133HS _� o:Q= :. �:` = ° `'auaa dI`d'ue6aoW ue!Ig 1111V:IS - S31IDNV SO] - SVIIV(l ®®N�/-!0 �IiHd�3®�fllFldLU 3W`�N 1D3CO21d/19GOWco ' dId I �(uaa Ia O ;, �"..,�:�!, H�AH 1101:. mvgw? ',�,,� " \IZ ��1 ! \\- dId 2AI!S ea laadp2i ,kq —; I dId'Ia�egnag e!a!I�ed 3 y n l Z)31 I H:) d `d11 01 SIMIS 0 TOT SDiON ln�N]E) dIti 'uosq!O paC __ ______ __..._ . O3NI NOISIA321133HS __. ____. ______ 3NIl -LO(100?ld HO2dd 1101 - A9 NMMd NOI1dI2{OS3a Lu .!�3HS SIDdDS 07TOT SliON IngN19 CD J w V) w = (n O ¢ F- Q U = *k a}- F- m U Q J z Q O �� V) f: LL Z i--. Z LU Q - J OQ p U m Z CO 0 U) U Q O = � = z m U O W O L.L. J m O Om LO Q_ N� Z\UO � 3 m 0 _ LEU 0 � zz UD J (L J F- � O Q J J 0� Nnf V)0 \CO F- - Q O <- 0 z� _ ,_ I Q Q 1-1 r� . Ci ''"-I LL O X 1.� m w � V1 � _ � LL Z = Q �-'� — - Q ter• Ci LL v - 0 0 O lD w >_ F- U_ O F- � ~' W �l Ln w LU Z ^ = V f-- O 0- 0_. Z m %-' � Z rl J = V) O � Z F- U J ^ Co F- Z �_ V) ,--1 ,-1 MW OoJ.. Q= fleQ J r,MU_ ' _j J F- �5- Q ¢ O_ a OUP w m w "cn o w Q� o=) (na 00 LL COI=- w � U_ > U 0_w � o cnn zo ccf o zz g O > II 0_ ,-� .� c �¢ J F- LU �- H O>- = J �--, J F- of F- tl O O O '- O 1 _� O ^ LLl 1 {- CY F- = d2 Lu ,-, = w o_ w 11 d' JU V) J w w Q LU (n w Z .~-, = w V) O' (n 0 u.. w - O {- F-- U_ f U = z Q 0 . m ¢ M J Z Z W (L = � � w U_ > Q M U J Q F- Z Z Q' H ¢ m > 0 � C7 Z F-- w r V) Li- L.L. LU = L.L. < \ LU J U Z ZD tL ¢ O 0 LU Q� , ;n ZD Y �LLJ 0 O 0 O (n U �-+ X M ,--� z Q Y O r- O m (n LL_ dam- n of = m O 0 '- Q t+ I- W JD = m `. W W W Q Q '� 0 J z 0 m � ,- I ^ '-' 0 JOz�� U =' =Q LL f__ 0 moo... I�z � U(D 0- w0 ce W O Lnrn z t�-z QO Z QF'O�LU Q� ~�'O'z O O J LU ¢� U �� z a_- z w w �'- �� `� w0 ¢(n _ �-=U m UC)Lu(D z E_ z wz ¢ LU W ¢z = O oQ OU �(n zLQLIQUQ = (7 �� cn O = O a UO ifsu U tLQL_I � a_z Y � rn U ' = QQ ¢(n �muzF- � J =¢LULU w Vi U . J z J(n o m�--� .N�m OLL. UJ LU O 0 iV (nn �_ �_ wLn 0� a Q C:) r 0 Q C� F- (n 0 � Lcc�U W z O of �\ O z m W 0- ~ m � �p J f_ '1 � 0 LLO� �OLULIOU \M =(~nab _ � Q = �0- ri �� wL'-w� OIL- UY LU Or+ J 9¢ >cn DO �o(nn�Z (i ..[ �r)Lu UU) -L Hz ~ iJi �w0 ¢ (�LLUL �¢00 zm ¢a w = Q -n\ Qz0 a-< �i Q cn J o O � - i z U o ,z o- LL ,-1 0- , �- a F- m�ZO� Z cnwJ d- 060 U V) z= w - O °''��U �= Qw n � �� o¢.. <'_ ^N LU z ~ CO O f (n O� P- W 0 11� (n (n O O H J ~ 0 (n W '-'' W =¢ I- W J (n Ca-W `� � 0 O C� V) W 0 �- 0 Q W Z Q W Q w m 0o O J V) ?� W O J w Z O CO c2$ U LU I) Q lfl ,>�1 L.L. - Q z d .KLU U-) �- -1 w QU U) O m- d'U` L.L. J 0� 0 =� Q(n�O �J �� oC } _ < Q 0 az ::� U-) � U z Z Q � J i--. 0 J J V) Q U ^ V) LU �_ � U Q (n LU V) O' O _ Q nf J I- ZD O V) OLr) _H W J I-- = O c. m Q 0 Q = � z LU L.L. >- d-ct� O w = w ,--i Z Z O�f¢ OJ ��(n0'=� O m= z¢w (n ULL Oz �LUU w V) O� �� O� inMUw I z U� � O O Xw Q Om U J 0- J Z W Q LL_ ¢ ('D ZLU Jr--i 0o - re<m � � 0- < 6� Oa. W zY ¢ d' OCg z.- Or_ ri C)_ Q- O F_ � OJ a 1pj Da W D U U (n '' W O �lj J 0 I- 0 = O U � W Z tL U W U O E- U U r, Q F- N¢ O m 0 LU V) 0 F__ = (f) (n O m Zo J m z H Z 0 O g m z ,--� �- m O LL ie¢ U W ,--i , c V) O W O Q ,.._, Q ,� M 0 W O � aC F- �) LU Q O 0 L L ,--, O Q = tL O X \ � X z I I O N = w x LLI = Y � = z J m LU V) O Lu � LL) (� Ll1 Y - LL = z = �r i- a tL X (n0 Lll 0_1 m^ f\IZ �0w ¢z O(nm = Q� w J F--= -+V) U QN O Q �F- nj LU o =)0 - b Q �0 w bmJ LU O dLl_ =I_ z z J LU� '- F- V) cO N O O _Uw = d r = O W W O z m_ N O Q J O = Y F- ui Z LL �0 U u O ¢ Q LU J 0 ~ -1 > ¢ � z ~ (n � M O ~' w i� 0 '-i '"-� �--� U (J! 0 = I m F- �--� Z � O m ~ LU C� �--� W '-i u ,�.y �--+ J a. W F- L¢L W 2 0 0 Q E- ' U U J _' V) F- F- 0 z V) LL_tL V) L.L.- Q' W r2 I- ¢� �0 m m0 Y O z U 0 W (n 0 Q v LU Z �= UO�LLIJ� zQ zv - L.L. (nol-w �''� �L� �U� O �O 00 �> ���= a� �¢ O Q F- = a LL0 Lu z (n m Q (j Q 0 to - w m = w Ln Qz u- < _j O F- W LL1 = � V) 0 0 I- I-i Q F.- O Q L (n = w 0 a � O = LU J z= o_ a z O z Ln w w O = O I- >- , LL w w w V) \ o J z F- U> LU O V)m 0 �0 ¢= 0J(~Q '- I=- Y� OMIJI_ ~ ~ ZU I�-m u0 O__j J LU W wz -1 �i Ln �� �� fw-OZ V) w w LU� M in LL In z U F- � m w w U Vi � V) F- z U O LU w Q m = U > ,� w 9 0 0 w 0 wa (j�a0�> V) =v J zL¢u r�Q= mw ¢J wI-= m V) �w L¢L _cn �� Jm,-I- Q wJ w� LU z U � OLL 0 LU^ 0�U m O w " J ,-, Z 0 �- U � 0- V) = = 0 ~ J (n J I--' ^ z LU Q_ ,--, d_ � ui m h di � I- O 0 Q J ,Ui LU a_ V) x � U') �' �p (� � V) m Q L. J U J Q n �_ L- (n . J ¢ .Q. rn rf V) O L- V) (n () - z m ,:r F-- � W U J c/') L. W = - 0_ < >- L- d" LU Q H' mJ¢¢LJL H i Ow0 crn ¢J JJ =oC (Do- Qr'o � Cu- L- Q V) (nOF w a U z� LL - LVL O Uv0 o m Qo O �¢ Hw(~nma¢ (LU>Q -V)0 O =w I=-S'Q� �U zz (n�� LU V) ¢00 �°� �LQU �=Uz Q JF1 J0' O � �'- zJ x o 0J Lu (n V) I- ,Z_, O = Q 0 0 W W V) (n r� V) Z LU LU yS V) (D Z '-' -Ji 0 = m Q F-' '-' I LU OC (r) (n Z Q LL ¢ = EL LU J z Lu Z ,-, LL CO Ni- Q L J O I--' mmzmV) F- � F- Q O Q w o=m0u '' �� �F- z �I- a �F- i (Jr) 0- w�� ♦- ,-, a F- F- F- J 0 U m W z W Z Q J W W W O W Q ¢ LL - Q Of U� ry (n (� Z W Q 0 - O J = z W L¢LI Z H a- O �- J = � _= rY W W � J Q aC af _j Q cV w¢ V) ,_-, Q (n O Q -¢ = W rD O OI- 0 --.w �z z U z J w(nF- J O W O(D 0 J w ¢ m '-'��Q�J OOco -Q w O - I-oC \ Cl.n w O H II Lo (nI-n. Q = LLI F- z F- w z a ,-i J >�Um�l ��w = JLU O =� mp�(!) U)a_ d5¢ zw� Z Q F-z U O� L.L. Q=(n= m 0Lr) m- (D- 0O � oa- 0 (w- 0 LU 00L�Ll.I J �,--= YcnQ°c001- ( �0m V) QO (, �wcn • - JO�Q I-0 z� zLUz >_ Y w\ O=0 z O n OLU '--' >¢ = LU N U Z Q Ln LU 0 LL J � O �� z Z 0_ I-- Z V) l0 = O O >- W E- 0 m Q- I- W O F- D_ U O U \ U- '-' 0_ � m m m J F- c� U U Q J 0 J Q� H LU m � J Q O �--� W x I- V) ,--1 V) Q CO Q� V) LIJ W U Q = O /� (W d ,�-I-1 �¢ o_0LuC) M�Q ��I- V)0Y000=F-ZD zUJ�,� �¢ C) .- Lu COCOO J�k(n� (nLJL ��ON �-= f- z J wJ= =z � F-N w 00 I - of QmaazOw r ¢ LU U ¢`t`L 1 =U) J Q Q �LU (n D_ 0 2: > Q Z O N W J 0~~ '-' ~ m Z Z ,--I m '"', 0 Z J Q ((l 06 Z Z U= LL m to > F-� Z = ¢ Q J 0 0 LL F- V) � O = 0 V) m O ,J_, W U U0 Q --'QM =�\ C7 mm�W �� �" Q(� �� Ow 00 (.D �QJcnO H= - � -zwL' �q "I- w 2 Qf-ce I_ Z I- Z= N w Q W ri , Z z LU= O O m 0 M z z J� 0 J - M U '-' W= �' ce LL = ^ d LU 0 0 (n V) O '--� Y D 0 J LL W I- m Q Q O J z Z O J O = W W U W Z )L W II L)_) U O Q Q E- N V) (n , oC J O ,-i i a. O o_ ,_i M ZD (D LL - - U � J m f--' i--- M D¢ F- J zo U W ,--, J J U - F- J J —� t- V) X 0' m Z J af o ^ '-'O JOB == � � r cncn(n(nwW � UJ� .-�Lu� 00O w�0 O = �J� �� JN-QO J� w � �U J OI-(LO JJrz O >O W `gym ��U • Z= Q z z \ (n ¢ J O U¢ z Q O Z _1 i--, CZ5 (� J Q z= � Q J nI w J Q J- V) Q �.., J = Q � 0 0 0 ¢ F- )� I- Q a! F- LU J Q � _ = I- z I_ = 0 < __ m _7 I- a. z O � Q W - < J = X a' _� Q mw a_ F- O��= Q^ O O' O' �--+ V) o-�� m K F_^ Ln ui uiOQm�-(f)_j= � 0E-hI-�-W (n0-(n wa_m �(n� Q Qa(n 1 O z _ z.-.� . r C)CfJ = � Z 0 �--i V) m W V) LL1 F_ V) Ur V) (n LL m V) (n m y Q W W 0 ZD 0 W Z a_ Q O W Q N �--+ U i--' W = Q J W LL J �- m z W Q J Z 0 QZ m W Z Z �, Z (n W_ a_ N= O J U d ,--I f--- O m W `� ,�, H (n d LL z� U 0 F- t -- i W OC Q= 0� LU r--1 OC O J Lp � O W (n a. J= z W : 7 J 0 Ur DU w 0 � 2: 0 d 0 z J .Wy W= I- 7~ 0 '-' '--' ~ X 0 �C = ¢ g z � j- J 0 w 06 r--� � J 0 V) n W � Z V) 0 Q W ¢ I- = F- W _- _-= U W � U = w c 0 I j J U' > CJ �--� W Z d_ O= 0 O Z U ,--, nf LU u- Q ce O LU� J LQL O = m a_ J F- '-' Q m Y I"' V) `-L Q Q ¢ w W m = W Q Q J W Q Q V) = V) d (n 0_ I- LU Z\ m U lWL _ ~ W W (n W W= W z �__; J F- Y N v Z- V) OF -_cc ��0 0 0= q'i- ��wzQ_r�QW ��LU OJm w0= (n Olp� 0(n�m (nI amzU(niQgH 0 XD�0m Q���oN¢(? ,-1� W (n �O'� �¢ mw0(nz(n J O LL- 6 '-' z� U ~ M M O\l (n LJL1 O 0 z U '~-' _ Z Z Q O W F- z Q tLUL N Q Z= J LU V) J O B D_ O= ,--� N w N W % I- z J O z= \ = M LU w J d z rZ-, O z 0 U F-. m F- _ 1 0_ \ ,-._, \ w >- (7 V) , w w N x LL m J O L¢LO=(,FLU V) z Q LULUw w zF_.O J o_ww V)O a. zQ¢ W LLm Y J Q Q ,-i LUJ LLB O LU-Nz tl i �C (n Q � I- L.L. I- LL 0 = O _H ,-1 wmU¢ W�=�O I=-���LuLu>�Luwp m QOO �zJ a_ i Oz =Uwe O� = w� �zzQF-Y> Jz o z> LULU F-mJa Y QL'-��O Ow (n�000,-r0 Cif �woUz�� wz ��w C� ztn ��� �Q z��= I-o -' �c'cDw0 0 IwI--f-Qwm WQz V) OO� =n mQ Q d5 ¢(7LUwU J�ZU O F- m F-Qz�p=<" m V)Q U_ -r w0 F- �L > O ~� II �� �01-zw Q ¢ = o w o J ,� = fY Z d z O J O J Z ,J-, _ Z F- U- O _ 0.S U LU Q F- 0 Q O J ,� �--� Z (!l = Q = O J Q - , Z a' � m ,--, ,-, f- m o V) `. V) 0 Z V) J Z V) ¢ (n z J m _ ¢ r U ,_1 Z LL Z O a_ = U W Z = `_ < O O I- 0 O w r (� J 0- 0 � d (n O w w LL 00 d9 ct { � U F- � �-, w � v) O n LU m F _O W I- � w w w o v F- z m oC U ~� V) U w z w- m m ._: W O z Q Z J d W Z LIJm {-� J Z IW- a• w __ - F--- � J J V) O U 0 Q O_ = cr) 0 J O == F- Q m F- Q iL U Z O W > U O M Z O = J = (n J �S m of (n - Z J L.L_ '"'_' a_ Z LU _j ¢ =O ZZJO0�- � HLL V)Q O 0 ��-.tea_ Li- U0z,-, > O z9 J,\-I V ��--.LU QU) W 0 =W N w (j �-, LL �16(n(!) JzF- W J 0 O U O LLJ 0= U Q 'S H W _I J �� 0 -) ui m tl D i m N Q a_ (n F- V) I"' L.L.0 z w� m 0 J Q >- ,wi W LL.LU ¢ Z I-- W w 0- V) (i -= U LU V) LU 0 (n �L LU O m J O J= U J W z J 0 V) W W N � = (n V) " Q - W 0 W J Ouzo JJ(1 LIJmzQ (nm �zu cn0� JI-�¢Ow0Y -Luz OLr� I- LUQ� ¢¢¢LU Q U O� w000- J _ ¢Mw w� <�_ (n cn J w O LU F- ¢ Q Q wp x �� F-V) = O U ��'-mWZ=co0 u-= m J O J O z J O ~ U_ F- (7 a% Q _O Q J Z U U U = .N-i = F- Q (n W �C m Z (n J> O Z iJi W (n ^ r� O U) W W Y U)� W L.L. D_ w Q Q W O (n W� uj ccf _ W>-JU�F-+J,_,LU z O z J z W �--� W Q 0'(n�= F_ W (n IWi =Qd5 OU (n wm a' UJO m�10�--•_(_nW O W J¢ J W ly.l F- = W I i--i 1- Q W == I- 0 W '-' LL J O LL W Q n- 0 �- '� z Z U (n J _U = z 06 � I- �_ ZF_ �u OX^o�p(~nwOm=w �m= U�� w��wL�m^QO m J mV) w �F-O �L`-m - \QQOQYz X000o �Ja.N'- -'-,a5,_,cn� F- Q U z V) O O U J O LL � O I- 9 � ¢Ccf CO r, F- O ("ujz�� JI. 00 �Oo �w0(nw0����m cn�-� ��O a =1-0QO�' LULU wit �zz=Oz�Qmo �=� �ULLmi x� L.L. M��aI-Nm(n v)�QQ J ,-.-, J J z w Ln F- z z W U O 0 W m W ¢\ J F- >- 0 O ,_, W p �--� o d. w � (n V) W o Q Q I-- ,-1 I- 0 J ,--, Z M N l0 0 \ V7 LU J 0 J I- ¢" m (rj O LL.1 LL � V) W w Q U U W I- Z �--� Z M F- x M ¢'- JV) V) 06 �w d ^ O 2E 0 0 (n U= �u1 �L�= O� = O(7a_ -03: -.,wl- a Uz =I < �- _:< wpQN N� w0mOLu(nLUOW Lu m U J w= Y m = 0 ,--, m m ' = (n m F) w 0 ,N m P O' 0_ � z = V) - O Q J /� ,� _I m W Z _I J w 0¢= V) = I- --, O U V) z tL Q 2 D W F- Z� J 0 J m ~ J D z cn w I- O ¢ C� 0 0 z w cn F_ m (n f O s w (n o H . < 0¢ � {- z _ (n W (n V) cn CL z w w = ¢ � O � O ,� U COa >- (n w (7 w o V) U) C L_ (nV)F- cnoLL U (n �~z �Q(> WSJ U(�w�z Li- �I- - _ � �0 O cn� �� �O mt-,= w Um w I- OQ ¢ CO� (n ,tea Qz Z LU J Z Ln ,--, z (f) _i O I-- = 0 Z W ,--, O 2: V) � U Z W LLI Q D F- J O O m � Q O m V) = F- V) W W _ V) i- W m J J Q z Z� O Z J V) Z= (n 2 V) ^ 0 _I Z F- LU J o t---, O (-'6 Z w= a_ N Z W o m J-_ (n LL_ '-' U W¢ a! - ¢ F-- Q - z Q = ,-, J W (n � LLI U \ In � J � LU = V) CY � W F- m (n LU J U O 0 a_ J V) a_ Q O_ J \ ' = z Q m W Z ¢ Q V) O �, V) LL W Z 0 } V) LU LL.I '� J CO ,-, tl J CD I--• a_U,.' 0 1_ ¢ (n w ,--, Q J Jg� W O V) F- J m J QF- Q�r�J �� OLUw V) �0��- U(n OUYmO (n�m V) 0 V)F- E-U F-0 wz� J = 0_ ^ Li- t!-i ,--, V) J w w @J U � ZD L�L_I O U F- LL U � � z J = � O = J(n00_j Qco .F-�F- � =zOUJ¢�J mo a: C) CDO¢ wml---J�mi JQ(n(nL`zu �O=zzO�.�(n(/7 2- �- -'U-Wz II °'WZW D�I-wU) U=�OLnUQ@JJ �zUzwQ= ;-1(n0�� a.� z Q > �00 zJ'S�=��Jo Q J =�u= I-OwLUOJ wcn ¢ L'-�Q =U X > (D F"I--0(DmJ� J (n '� z = wz U U V)V) F- m m ¢Q �O Q U �0z �J(Y O'-'I- W� (n U-I =m�--'(n �oOLUWmO LU zU }O U �QCnr�I-i- z WMv% Oril(n0 z� Y zQ�(n(nz� C, ��(� O C��OI-z(n J_zm(n(n J�QQOD(nJ U9N=Z z}pC _'J Q J V) m J J i-. ,..._, V) O m (n Z V) ^ �--� Z m m LL J O' J J m (!� (n, , Jm Jw H m m Um0 -(n J� Q V) Y Y W z w� I Z ��----II 0 J Z Z Q J z �, J N (/') = d (n W( " r--� O W O I-- ('J Q z O J >- F_ o_ LU I- Z Q�= 0 m C) LU w (n (n w U Q W¢ U- J (� = z Q (L '- Z= Q z= O I- ¢ Y V) = Ol J = J O J m ,- J W LL J_ Q C = W a F- (n (n _0 V)�\w0 W SOU CnO�UZ¢J�� �Q r-�Q¢I_LU W ��(n I__'YzQ (n �'DI__"-' = Y=J Q F- (n I --I--=) (n (W �[__ UUz� _ _� _ \Ur Y(n F--'O�LL1 O(n �C ¢ J Om �z ¢mow ¢ Owa `Jz0(n=��F- zLu wtnocncn z� QOOo� , = O ww��� V)>U- wm U Co(nm 6<ce U �_ ¢ o LL -w � (nF- 1Y V)06 ¢QO� w LLUOLL Z -) V) W W w V) O z V) V) LU F- U ,--, Q U '- Ll! LLJ m Q LIJ Q Z W¢ F- F- D_ F- Q W Z w w U Y QCI_ CI_t--, F- (/) 0 c0 d O O uj - U- m O LL) � Q O O I- � .-, W z I- J z I- W= LU¢ U U M Q O z Q I- ���¢ I- I � U m 0 0�> U V Y (n U OZ Q> O (n cn i- U) I- I- J J z C7 = mm 0,--1,-+rn00� w ComUQ w0= zwQQQ(D C) O==af - F- = JJ�Q� =�z= z 00 J OU c ° I- z LU -rw w I, LL_ m Vi U W ,� ,--, - ,J a_ m m ,--, Z" 0- m F- m F--� •--• I- " LU V) m= LU D O U LU LL LL Q W W Z Z (n Q W J J U' O J J 0 a. a N W J e w L, ,. � J J V) 0 Y LL Q O 0 O = aC W LLI 0_ Y d' ¢ Lu a wg Q 0-w-gUJ LLw�i-w zwa'Y z �U m (nN� �C- JI-I-LL.m cnCOQ �=��>LUQwOma- f a� r-,O� {. ,-, J LU ,--., J I- LL Z 0 O f-- LL E- E- D_ (,'� LL = - > J U LL.. ) .J U' f-- a_ • m �' V) m z V) LU 0- 00 O O F- �--� Z J� I L Q W I--' a- (n I-- x Q W Ll.., d U I--' x Q Q O X (n F_ z O J (n ® 0 U) U) W� O W Z (/') W- a., U W m Q J J ~' = 0- 0 COm Q I--' �--� z J .--� J J11,� m J �--� r-i I-Qm ¢ F-w �><LnmQ¢coa,C7w Q=wwOQO> wJNZQO�LUZQLU_ 00-Owz�O�OozQZDO�z�=a a -Q1 �OYJwa.=���0¢�w0 Ca- �~ C m J U' = 0 (n m M O 0 W i i i (n W¢ LQL. W Cn m {- i--� z m m i LL 0 �--� �--� LL d `� LL = LL U i--i Z= I- U a.. (n ¢ I- ¢ O U LL U U U m 0 IJL `. U) ��... m LU Ln kD � � ,--I N M .--1 N M d- Ln t0 t\ 00 m O ,- N M d- Ln 110 n 00 Olt o rI N M d- LO �0 n Co M O ,-i N M d- Lf7 i0 n ,--i 1 N Cl) � Z o O O Z o o O O O O O O o ,-i -i _- r-i - i ,-I +--1 -1 -1 ,--I N N N N N f V N N N N M M M M M M M M O O O O O C o CD o 0C�o o C) C) C:) C) CD C:) C:) CD o0oCD CD o000 0 000 C:) CZ) C� ooCDo 00000000 0 00 � O O o � O o 0 o O o 0 O o o O O o 0 0 O o 0 0 0 O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 1. - N N N 1--1 O O O O O O O O O O o O o 0 0 O O O O O O O O O o o O o 0 0 0 O O O O O O L.t-) n n n ,-I ,--i r-i > ,--I r1 ,--1 -1 r1 ,--i r1 ,--1 ,--1 ,--1 r-I ,-1 r1 ,-i ,-i r1 r1 ,--I -A ,--1 1-1 ri 1-1 ,--i ,_I r1 ri r-1 r1 ,-I r_I r-1 ri rl >� ri rl ri ,1 ,--1 r1 ,--1 i--I Ln Lf) Ln 1--1 lO l0 l0 -.0 l0 l0 l0 to l0 to l0 l0 l0 CO l0 t.0 (O l0 \O ko to l0 to 1,0 l0 l0 l0 lfl l0 l0 l0 l0 lQ l!7 l!7 l0 l0 l0 lfl l0 k.0 LO 0 o 0 0 0 0 0 O o 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 LU 3 U O U z r' oM = � O � U V) Y LU LI O O m = �-+ o_ F- U (n �- F- Q z _ Q = _ o u L.L. LU w OLL Q fZ-•1 Z O Oz O � '^' 0 O � O 0 '- L.0 = LU coJ .-i O' �g w LU � O W Ol � tL = O = i LU = LW Z � Q f11 0 LL t � � I- - Y W U - c0 @J V) 0 ,--, = X z J � (n Ll�J ¢ O V) U z U � rx 00 ¢ o x .--. z w LU `. =O z O z V) (10 z 0� N = Co = Z m Q O �, = 0 <L W J W Z - L.L. Z 0 2-1 U F_ � Q O U Q Q z Q Q 0 O I- O \ Q = LL r1i= H LL d- � LL = z - V) U _ = C�7 �_�_�' U -4 � o0 0 LU w (_ O � O U 0 OJ W (Li V) Ul) LU U z w U J z m p U LU > z 0 Q L H I- w z ' z O U z O Q x U O (n z O > Q- O LU O o 0 O o U z 0 w LL,tu-' c0 Q o � wz= w LL U L.L. o w � - O U U w L3 J o Y W w U 0 � M z N � d '� � O 0 J z LU z O z V) J mZ = LU ¢J _X ,-i V) O I- O X ¢ Q O o U Q V) � i z Q O � LU a CO crf O N � Q Z LL M Z N � U W d m iLU _ t LU O� Q LUaf t- o U � 0 LL oC � Z a (~ X Q ,--i W U _¢ w 9 m 0 00 0 m 0 � LU p O Q U tL M V) 0- LU a m w z Q OF- U) U a af LL Z LU ,W-, 0 (D ccf O 2-1 ^ a- ¢ LL � I_ m d Z LU 0 LU Z �p = O � U Q o_ U O z (n Q J m w a m � F- 0 O O~ Q (9 V) _ O F--• O = [ LU F_ LU U J = = LU V) O ¢ Q d z m z Z N p W a. �- u (L! � � O LU W Z (D � U W V) ( 7 U J LU V) V) � � Q in LLj � l0 O L.L.LUQ 0 (-� _ � LU Z = W af F- a7 m, .-. af V) V) J Q F- � W F- (n '� - O m a Q O o_ ¢ 0 � (n LL = Lz J 0 V) (n �z � � z Q y z�(D kD - a o -a =m o - o U o�> N 60 � �- = U F- w O E J H = '-' w Q 11= O O I_ m cn LL-0 O V) ,-i z LU W ((j O= w 0O o m M0 - 0 >- O� LU Q wO L.L. 00 U) O a J LU 0¢ � _j o� m z0m z J O 0z Q Wm a z w F zLJL N 0 = L.L. LL.I z LJ-L (_ � Q � U U z F-- m o_ � O Q O w � � L~ O O () vi 0- O UQ m w w F-- = = I'�_ 0 � J Q LL.I 0- Z LU Q U OLL OLL U= U = I--' (n U O V) z _' _ __ Z_ OW ,--, = W O Z J U O U x 0 O U J W � ,J., U ,~-i > , Cl '.. LU Q 0 0 ,-I " m -= >< Z U 0- O Z¢ N Z LU= N U ,--i 2-7 00 N Q �, Q LU Q W z LU >�- = Q z � = (f) ^ � ^ w J= Zo Q 0 (n (=n � Q of O (U = LU Z = x � Q nf d 0 LU U z w i-, F- o_ 0 U_ _ ,-, r-, O = a O(D V) = U LU LU U LU= w U) m n F- '- z w (n O f- Z �= U O W I-- _ � JJ ^ I- �_ � mF_� - = Oz F-Z cn�w J i ,-, Co 0QF=-Q M� a. Q � F- Q I--• ¢ F_ J J m (n " � O Co N � LU --+ W � J � Z I- O CO O m a zLULL 0 V)> J g L i m Lr) Lu O_w� , 1 '-I Ln w a-'= ��wY = LU U O LLL.1F_m� ¢x Q Yp LU J F=-O CQj LU Q Lr7Q,--i z z X = m Ucn i, o w V) LU z Y �� z U �� 0 J m m , _i Ln V) -' _ w z g !- 1-, Q z N U) U F=-- z o_ LL 0! U O w w Q w w ,--I O F_ U V) H co � U LU O z m m 0 U O w J Q U LL�wOw z Z (n� UU m, 0 U J _ zQZ x ..Q m 0 L.L.- �1�!-.L Q in H JO .= _jL 0— (Uj z O LU �- c= �w z0 g� U_ 2-- z m = ��u Y o Oz w O 57= ��z� � w m m� z� =zI-W �O LL m O M m .-� = O (n m � a Q m ce ,-1 W , o= = L.L. m Q W J w LZL) = ¢ Q Q ,J-, J ,--i af --, LZ z ' 0 Z � ¢¢ I-- O Z O LU - W __ Z 0 LU '-' m wm~Oz� m z > o m mm ¢-Lri_jO O ¢V) LJL z J O �m ��m� O x = Uc= d � SZ^LJ (n N W LL ,---, (n Z Z H Q ,--i J 0- = m O V) ,-I z OoC QLU w � LULU a_ .mow , - n U w�0 m = d z 2,_ 2: w J� F LU ~ : J ( M ,LU- 05=O J� O ..-. l0 LU '-r W > = Z V) J = 0 � 0 0 L.L = Z F- Y = O Z � d' \ w - LU V1 Q LL O ,--i m Cl- , LU {- N V) o w Q m W m '-' U O z Q Q m Y Q J Z J \ M m � 0 m 0 O ,--1 Q n , = Q V) X X LU zUV) o w M w U o I- O z_ LU MLU W Z Z d = I _O U Q¢ m W W U- ¢ m F- 0 O= W O t\ = U= , 1 `rV W O Z Q Z x w J z�� .Z- Z J J J 0 O (7 � Z Q W Q V) � � 0 V) F--• I-- V) W m z z m = ,--+ m LU ' � Z i- O \ U' (, O m ,--I Llj = 0 Z0 J LU ¢ Z Q f\ �-' � = V) J 0 Z m Q � _ _ I (n (n ,-, LU t1� Z (n J T__1 Z r1 \ 0 (n - 00 W m m m U , 1 Z LU Q W F- J V) , W > W J I tJ U I D O �� l0 J LU I- o -� Z\ O - LL W I- X Z @J 0- � LU Z 0 I{W-- LLLLLL OU,LU =�� ""¢ LU � 00C w > �"D¢oa Q,z-,O OJ = -Lu O m X w U 00 `1 Jw O� r' �_� 1- O �� Yz0> ~ I- �, m (n V) Z m 0>_ I" w m Q aC L.L.J U w J z @ O _ w O � w Q 0 0 Cl-0 OzLU-JI m�=<LU 0 n I- w � F-Oo-, LL,< L (!nZ �'-'(n - LL m I w_ =z J > a �Q wIw- 0 uz¢ m� F- �oO �- Y,_,U wUw ¢ O io Q 1 UO z = O J 1 U X z m F- - (V C) O O O LU Q I- Z ¢ W F_ (n m J Cl-I_ Q W 0 Lr)H H L�LI LL- °O 0 D W O O¢ ¢ a 0 = L� 1 U z � Q (� LU X ,--i 0; J m U 0 m (n (n U, LU z N CO O = 0 J_ � Q Q_ O U LL W = f- F- > 0 LL W L~L1 = I- 0 H C) (n Z o_ F_ F- V) = - z O LL_ X = OZi Q Q W z = ry z � < _ V) ,� -I- -F -I- (n >- Z O J~ Z Q O Z O O 21- w= Z - _= J 0 W O LU U Z ct � Q lL '--' (n Q Z z O U C� W F- t0 O m I- v w (n = -� d d� w p m L�LJ Q O Ze M = J J LU J O -7 ,-i W\ N O I- W J J J V) �--� m LE O zQ j 0 (D o_ a_ � ~ U �' 4 = � LU - cn w o_. � J � U � H '� Op ~ � O � Q Z Q W '� Lf7 V) I_ - U U ,_ LL_ , I=-' Z w = V) J Q N � \ - LL (n > Y J J J O I--' V) u) I-- M F_ LL! LU ~ J Z 0 ,-..1 (� m= N ,-I m J (=j ,--I CO m 0 Q U J m F- ,-i m (n W J 3 O V) W W 1 U J U F- W `r r Y O Q V) O M (n (n (n V) U Lwi �¢ t LU 0 V) __ 0 LL O J z Z \ I- ' ~ O x W V) F-- J J 0 O O l0 O (LI w U W Y' W I__ 00 Cl-a d 0_ � U_ oLu OC D ,J- I- O= Q O m V) > Z 0 Q J J J U mW 0 0- Q < 0 Y �) _l z(D h~- 0 LU LU LU � Z x= Z U f- Q Z W LU� U ui O J ¢� V) M M M M O OC 0- U O W= � LU ¢ Q LUm � J o Q LLJ OcnJaC F- wY O F- OF- w LU QI-- > �¢ z ceJ m N O O O In O Q W D_ � Q W <L J - F- J O Q O O O Y U - d U z V) U m V) O a Q = W d M� 2-1 O�m(n�� "- V')(3Ln u) z ��QzzLl-wV _mw=HO�Uz O (>pUd � rr) 0 wz ��j'-,z zLU^ (n�'N Q 0O J o _ QJ�Lu�Qg �ZD F- O o- F- g M Q (D - �0 U W LU�zZO U=W D J O �QJOF- NF-�(��_� d_ � x_x,-1 U Lu i-. 0_Z O O W w _ U �� NUz (,Z C) LL-I (nm2-7 OQ� �_:;, f1 z>�U LQLJ ,- mmLU LUzmQ� tn0-=wmwU0 (n = - boLU0 z - d (n0 O� U U'- (�Oz z0> o M'S io,1w--¢¢U Q N w J O 00 ct� LU 0_ Q�r CD > J�_ LU� Q U U o..-, Z Z F V) ,Zr W (~ LU a W W Z im: =< (n Z of M CD N x 0_ m Z _N O Q z W m O N i. u X X (n '� w F- � O m� � > CLL(nU> JmOF-F-m m F-�m'- (�W (n m m� = d-Qm Zd- o (n a J Q= o Z = d-¢X UZz W C) ¢ zcnzQz J= LL.I mzU(n0z = ��0¢= wzaf zl�¢mCLU�pV) QQ _jw ce zON o LL1� d o_zo wz(D"� 0L=L�Q LULL > O� d J; ¢OOrL Va N_ Z J '__' Lu V) 0 Z Q Ur Q , ,_ 0 W 0 __ LU O O m c- zz � p= Z 0 F- Oq _� Y 00 z~F- 2: O�- z (D= �<`Q w LLJ O = M �z U O mOLLOF_ LU JO1,000, U0 z LU Q\uj uj(nrLUU aJ fV >- LLJ V) I- J ('� � Z W ~" 1U W == O ~ '-' LU W U U W m W W N Y m O~ M ;L w (n . 0 z O � 1 r ' � �= Z W m = J m (n J IQ- > V) Q m z m � >- W Q0 I- 0- z O F- V) V) (n t--1 1--, LL Q LL 0 Q N= Q z Z X LU > d d_ Z I--• I-- Y V) M Ln m ,--I W CD z m Q o m J J \ U Y O () O 0 0 LU m Z L.L. 0 W Z= z' ) of m W Q¢ Y^ Z 1 \_ O O m J U LLl _ l0 Z '� U = Y= U U - I- J U H L(7 � �(�wwF- w� �--� _NO m (nqz N ,--, F1­0 Z LLOf F-, V) m (!) W U Y� ry= O U W LIJ m m C0 J V) z Y = J 0� d- U V) �--- Z LJL) Q > ri F- z W i-- J V) O W U Z (!) i J LU O� W��-. F- OQ w �J{=-F=- '-,U �o m0 ..-m,� Of_ (, t.0,-10 F-JU �� U ¢ ¢ _ r, a_;E �Og0Xw I LU�Q=¢ UJCjCjL�=� 00,-1zOzw I- x(n �a n ^v ,� -1 _ '-�z=� J U Vijp �a r2� O U a O OJ F_ z¢ oCF-=LUD �LL¢U� Q J J �- � XXw d-3Q m= - I_ z(D __j U~� �-, ~F-H Y �w O (L LL_LLLLYw(n V) Q J J QQ I-w V) Qw�¢m V) cnJ(n- �oUQF- m V) I-- �� ¢ z¢ wo - �r io>-�QU w W U- 0 J (n m LU d J O J O U LL I-- F- U z d' \ ,-i - i0 Z J= � d- 0 Z m O 0 �--� CO 0 J� ct \ ,-i V) m LU = LLI U z Q J H LU LU LU LU LU w Z Z ¢ U _j J Z U' W = - O w\ '� X Z \ - O J (� 0 = Z X LU O ¢ _ (n¢ w o �a'Z>wZ(n�zN@J @J @J �,-ir1_ z0 �O �'�a mO~ Q� m�U�= m()¢ ¢F- mzw �'-i J�Z W>Lu�z¢ ___ __= O O J J O 0 Q ,� _ = W U Z UrY (n=J HF-I- F-F-F-h �1-0 �� F- I- ""F-O,� JQO,-1(n (n (n�(n Lr) m 1.0(n �oU = �(n �F-m¢ n S - ooLUQ @J Y� J�� cn W a%F- z maC (nF- O Ln w zW Q¢UJJ(> F-O�= U U U rnri _ �a m Z I gE-a w W >-' us-iIt F- zo (no¢�CD zW Z000000 ¢ LL0 zJz w���F--)Jwc�omwF_��mmz z zo�o'� �om�� z� wcnQn m ("mo`°�v)oI-I-°' LL.- `°� =Iw¢oc� ¢v w�_a>� Q �OmO r--1 Q= W F-F-F-F-F-I- Z0 MOzO �U zQQF-zOQ(nr1 0 ZH H ,-. J�OON� (ntnJ �� m� 0 Lr) O J V) (n C O (f) '""i 0 .-+ W Z m 0 LL e� LL ¢ F- i-- I-- o , i V) J =< d F- Z (n Q U Q J LU= W W LU V) Z O O�� Lu Q Q W w , I V) 0- O w 0 (� z 0 I-- L z 0 V) ¢ LL X J cn J LL F_ ,-1 N= m o o X z,; z O� OLL��wLU0LU0 W wwwwww I�----�im (�wwF_ JI— V)OLULU� =U LU UZV) O O O 0mmFO= V)�w JC:)ko CO ¢ V)°' ¢w~==� w (n gW o �3: mmCO'-'wl-LLzu- Om (.L•Im V) I- F-¢ Qm UU mmU�=,--� W ¢ (D O OF-zww d- QU= OU Ow0 LU u._ wU w F- Oww Q 0 -LU L�U7 Q L.L.Ll Ll L1 LLLL ,_, O z(nwm¢mw¢(-��Ywww� U��U~ ~ _wQU7z(� > � Yz 0LUL �F- �> (UJ Z Z m 0- U O u') I--1 w w w w w w Q w �--� 0 0, Z U m (/') Q ,.._, ¢ F- Q z LL U L.L. LL V) ¢ o_ d U LU L.L..J F- Q Q¢ z ,--, O l0 Z J= z W>> d ¢ �? m (7 w z (n J O I(nu aC z ~0 0- U a= O m 0 0¢ Y¢ m (n (n z (n U U J V) O O Y n' � m Q 0ccf\ CO O V) 0 0 (n �-+ ac m z=» m w r1 X J �'- O (n O �Lnzo =m0�ll =J J F- O w z =_- \ _ QO o Z z ,- 0- = Vi Vi Vi Ui Ui V) O U O Lu 2,- 0 w z z m O O J J Q cn I- (n F- F- ¢ Q Q � Q LU Y � w O � U7 o_ � � � F_ Q F- = � F- ¢ � O � = J m J � Ln c _ = Y � 1--i > W 0 Z O w z W Z tL O LL. LL U '-' '"' 0 LL LL 0 Q= J J= J d O U U 0 0 CO F- Q_ - 0_ W w (n m U J m J U Q " Y m m ,--I W '--^ (' �t N l0 V) V) m¢ w 0 m o W U 0- m 4_ ,� Ham. (/) zzzzzz (,,_ (n who wW NO�OI-O(n�0� Y J = \ vx\ 0 I-- dS 0 JJ,� wO � GC U > wzz{- ¢ z ,-Icn �r@�@J @J �¢ o z L-L 1) co 000000 � W wJ F- I- V) ._ 0�f �,- �W CO CO - CO LL ,- oN \_ w U(7U w= Qw=w� ¢¢ w Z,--1�' w ¢ m V) ,i (nQ V) 0 Q f-1 F-d,-1,-,-- _I LU ,-,O U = O �� YaY (-�,--1 ,-1x `�r-I F-��zCD C)LU_ I --_UGH JI-(n I-O QmJJF- i' �- 2,- NM (n (nZzJO�X��a-JO'ZJ�>- m w J d d d Cl- n_ Z W ... ¢ W Y W Z== 0 Q ~ O W O W O= O U O U,) d N N d" 00 Q¢> O LU jy D_ J 111 z LU~ LU V) V) d �/ V) F- W x x x W W Q ,_, X X a0 iw-1 Q Uj (n� �000000 m �U��wQwww�cooi(Loio�F->U�=z=U=� LLJ °'ate UUU� U�z�¢UUmU�UUwwa_ Z (LUn(n0i+ninM� �z=zLLYo NN�a a ��,-1W V=0- LU w z 0 W o_ a_ � U z 0 0- V) LU V) =� z Z z O z l- U� U- U x uj = I- Q I- ¢ 0 0 0 ¢ J J J J z J z 0 0_ F- � z Q z O Q 0 m o N X X x (n _ = 0 0 0 0 U C j m a� z n} JF- z000000 1--10 ZOZX¢=QI-z� 1@J@Jw��OYO�zOza.zQz¢z�z=LULL(LLLJwwwwO@J@J@JwOOcOWOOJOJQ>zz� O �zz zz N�U�UUmULL 11-L'-1t-��L'-F-O¢O O O = D_ V) � LE. LL LL LL L.L. LL W V) O U ¢ W m V) m O , , , U Q_ U O ¢ U Q V) Q ,-, _ ,-1 �..i H V) m 1 1 , Cn , r , U d LL LL m Q. U V) U (n ('� _ _ = V) J Q V) M d' to �... , U U O W V) D_ U LJ... V 0 0 O O O O F_q m 0_ ¢ ,-i N M d- Lr) to ,-i ,--I N M d- Lr) l0 n co 01 O r1 N M IT Lr) 110 n 00 m O ,-I N M "T Lr7 l0 N M d- Lr) 1.0 n 00 ­1 b0 z O O O O O O Z O Z O OO O O O O O O , i , i ,-i ,-I ,-I ,-i _! r_i iNN NNN NN Z O OO O (::� (::� OO IJJ QO=J Oo0000o Oo Oo 00 0 0 o CD o o CD C) o 0 0 0 o C� o0oCD C�C�o0o O o CD CD CD 0 00 oC> U a_ z U) O00000 LnO Ln o 00 0 0 o O o 0 0 0 o O o o O o 0000 O O O O O Cam/) 6 ,-i ­1 ­1 I ,-i,-i io 0 eI U' CO i--1 O O O O O O 1--i O i- 4 O O O O O O O O O '7 _' (-` O O O O o 0 0 0 0 0 0 0 0 0 1--i - O O O O O o O O D a LUz cn �J OOoO O O M >1 M M M M M N M M M . M M M M M M co M M M MM M M >Io r-I ,_ i,i ,--I,--1 ,-I,t Ud (n O w '-'1 O O O O O O i--i N ~ M M M M M M M M M M n co M M M Cl) M M co M M M M M M 0� "Id- d- ,;;I-d" d- �- d- d' Q = U m 00000a D o D o O O O C) O o CD O O C) 0 O CD O C) C) O O O O O O O O O o O o0 o O O o0 daoO Aae4@pdoad 91 QQ 'SONIMnG 3S3H1 A9 NMOHS SNOIlIaNOO (INV SNOISN3WI4 3H1 W02d3 SNOI VDdVA ANd 30 43IJUON 391Sf1W 3OI330 S'dgH102i91101 dNd 9013Hl NO SNOIlIGNOO (INd SNOISN3WI4 llb' 2103 319ISNOdS32! 39 GNd'AJM2 A 7VHS S2i01Od'diNOD SNOISN3WI0 a31VDS 2!3AO 3ON3a3332id 3AVH 11VHS SJNIMn(I 3S3H1 NO SNOISN3WIa NDi-MM 'ONI'S,sH102i9110130 NOISSIW2d3d NILLDW ]Hi 1f10H1IM 2i3A30S1dHM 3SOdad ANd 2iO3 NOI V'dOd1dOD 'dO WdI3 'NOS2d3d ANd Ol a3SOlOSI4 ,do A9 a3S(13911VHS SMdld W S1N3W30Nd 'dV'SNOIS3a 'Sd34I HOGS 30 ]NON '.l.O3CO2!d a3I3I:36 3H1 HEM NOI.!.O3NNOO NI (IN`d 'NO 3sn 2iO3 a3dO13A34 (INd a3A10A3 'a31d32!O TdDM A3H1 '431HJI2iAd0O 32!d dNV 'ONI 'S2!3H10219110130 Al2i3dO\dd 3H1(INV A9 a3NMO TdV JNIMV'dC] SIHl A9 a31N3S32 d32i \dO 431b'OI INI SNVld aNd S1N3W3JNV\d\d d'SNOIS34 'Sd3aI lld Wd 03:9£:£ - LTOZ '9T neW 'nepsanl :31tl0 O 0 O w Q ceLu a� 3: w Oo = F- LU H 0 0 0 O w'-' '-' 0 � � Q j 0 Lu Lu J Q 0 = Z w 0 w 0 w w = ce a J � Q Q cl:w 0O 0 w u- w z � = 0 m H� Lu o� �LU oce U cle m 0 O z w ce � Q L � z 0 w �wLu J za< V) z w Q _ F- Ce 0 mL� �0z U oho u-0LI) 0 jy z 0 z w� oo W 0 0 UJ 0 0 Lu m Lu LU _ate Q=gym �� m�>� p z O 0 w w = Z�U(n z Lu 0 00 0 z O o U j U w a z LLJ >U �z=o o�-1a U)<< =z (ri cn 0 c W z w U) < = a� � W 2: �uj UF=--� O N 0 L. z W "O(n0 z Qz0� ozW< z �b�� z rn Q 82w �u- a n-1= 0 0 Lu Z w a U- ; WLU w 0- w w V) m ce zF=U) afuj a�oU m �z-,� z O O 0 F _. 0 wLuo� 0 z w Q OU O O 0 z � m z w 0 QQaF- DIVISION 06 WOOD, PLASTICS, AND COMPONENTS (contd.) 06 17 00.05 ROOF TRUSS DESIGN LOADS: LOADING CONDITION (PSF)* LIVE LOAD DEAD LOAD ROOF TOP CHORD 30 PSF 10 PSF BOTTOM CHORDS -@ ATTIC >42" CLEAR, ROOF SLOPE OVER 3:12 20 7 -@ ATTIC <42" CLEAR, ROOF SLOPE 3:12 OR LESS 10 7 -@ ATTIC STORAGE TRUSSES 40 10 *ALL LOADS CONCURRENT 06 17 00.06 ATTIC NOT FOR STORAGE UNLESS OTHERWISE NOTED. 0643 00.01 STAIRS: RISERS = 7 3/4" MAXIMUM RISE, TREADS = 10" PLUS 1" NOSING PER R 311.7 STAIRWAYS, UNLESS 8 1/4" MAX. RISE, 9" TREAD HAS BEEN ADOPTED OR ALLOWED BY CODE AMMENDMENT. 06 43 00.02 HANDRAILS: SHALL BE PROVIDED ON STAIRWAYS OF 2 OR MORE RISERS HANDRAILS SHALL BE CONTINUOUS & PROVIDED ON AT LEAST ONE SIDE OF THE STAIRWAY. HANDRAILS SHALL HAVE A FINISHED HEIGHT OF 34" ABOVE NOSING & NAILERS SHALL BE INSTALLED FOR ALL HANDRAILS. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 06 43 00.03 GUARDRAILS: SHALL HAVE A FINISHED RAILING HEIGHT OF 37" ABOVE SUBFLOOR NAILERS SHALL BE INSTALLED FOR ALL GUARDRAILS. 06 46 00.01 PAINTED INTERIOR TRIM TO BE FINGER -JOINTED. ALL PAINTED TRIM TO BE CAULKED WHERE IN CONTACT WITH DRYWALL. 06 46 00.02 STAINED INTERIOR TRIM TO BE SOLID/CLEAR. 06 46 00.03 MITER JOINTS TO BE GLUED -MUST BE PVA TYPE GLUE. 06 46 00.04 CROWN MOLDING: RETURN CROWN MOLDING WITH MITERED PIECE AT OPEN ENDS. 06 46 00.05 BASEBOARD: RAISE ALL BASEBOARDS 1/2" ABOVE SUBFLOOR. 06 46 00.06 CHAIR RAIL; TOP OF CHAIR RAIL TO BE 36" ABOVE SUBFLOOR. RETURN CHAIR RAIL WITH MITERED PIECE AT OPEN ENDS 06 46 00.07 TRIM @ OPTIONS; ALL OPTIONS WHICH REQUIRE TRIM ARE TO BE TRIMMED ACCORDING TO THE STANDARDS DESCRIBED PER THESE GENERAL NOTES AND SIMILAR TO F SHEETS. 06 46 00.08 CLOSETS TO RECEIVE BASE BOARDS AND CASINGS TO MATCH THE ADJACENT SPACE. 06 46 00.09 BULLS EYE AND PLINTH BLOCKS ON FOYER SIDE OF ALL DOORS AND CASED OPENINGS DIRECTLY ADJACENT TO FOYER FLOOR AREA. (SEE NOTE 06 46 00.01) 06 46 00.10 COMPANY APPROVED HOUSE WRAP: INSTALL BEHIND ALL EXTERIOR DOOR AND WINDOW MILLWORK AND UNDER LADDER FRAMING AT FRIEZE BOARDS 06 60 00.01 EXTERIOR MOLDED MILLWORK TRIM MUST BE PACKED OUT WITH 3/4" SCRAP SUBFLOOR TO CREATE A POCKET FOR SIDING. DIVISION 07 THERMAL & MOISTURE PROTECTION 07 20 00.01 WALL INSULATION: - REFER TO REScheck 07 20 00.02 CEILING / FLOOR INSULATION: - REFER TO REScheck 07 31 00.01 ROOF FLASHING SHALL BE INSTALLED AS REQUIRED. 07 31 00.02 COMPANY APPROVED LEAK BARRIER SHALL BE INSTALLED AS REQUIRED BY LOCAL JURISDICTION, IN LOCATIONS PER MANUFACTURER'S RECOMMENDATIONS. LEAK BARRIER SHALL EXTEND DOWN THE ROUGH FASCIA T-4" AND ON ALL ROOF SURFACES TO A POINT AT LEAST 48" (MEASURED ALONG ROOF SLOPE) UP THE ROOF, AND AT LEAST 24" (MEASURED HORIZONTALLY) FROM THE INSIDE FACE OF THE EXTERIOR WALL OF THE BUILDING. 0'� .31 00.03 ROOF SHINGLES ON No. 15 ROOFING FELT ON ROOF SHEATHING. FOR ROOF SLOPES OF 2:12 UP TO 4:12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, UNDERLAYMENT SHALL BE (1) ONE LAYER. �!- 3100.04 CHIMNEYS: SHINGLE WASH @ HORIZONTAL SIDING CHIMNEYS. yr :l 00.05 KICK FLASHING: INSTALL AT ALL ROOF/SIDE WALL INTERSECTIONS, REFER TO DETAIL EXT-46/D-6. 07 31 00.06 PORCH FLASHING: FRAME WALLS, WHICH ADJOIN PORCHES, SHALL BE FLASHED WITH COMPANY APPROVED SELF ADHERING MEMBRANE. FLASHING SHALL EXTEND 6" ABOVE AND BELOW BAND JOIST. ALUMINUM THAT COMES IN CONTACT WITH ANY PRESSURE TREATED LUMBER (I.E. DECK/PORCH LEDGER BOARDS, SILL PLATES, ETC.) MUST BE PVC COATED SIDE FACING TOWARDS THE PRESSURE TREATED MATERIAL. REFER TO EXT-30 SERIES STANDARD DETAILS.. 07 46 00.01 CONSTRUCTION MANAGER TO VERIFY SHUTTERS WILL FIT ON EXTERIOR, (I.E. NO CONFLICTS WITH QUOINS, EAVES) 07 46 00.02 ALL CANTILEVER AREAS MUST BE PROPERLY FINISHED AND SEALED ON UNDERSIDE. 07 46 00.03 DECORATIVE CIRCULAR LOUVERED VENTS: - 4'-0" FROM PEAK TO CENTER FOR 18" DIA. VENTS, U.N.O. - 5'-0" FROM PEAK TO CENTER FOR 24" DIA. VENTS, U.N.O. - 5'-0" FROM PEAK TO CENTER FOR 30" DIA. VENTS, U.N.O. - 6'-0" FROM PEAK TO CENTER FOR 36" DIA. VENTS, U.N.O. 07 62 00.01 ALL 2 X, 5/4 X, AND 1 X RAKE BOARDS, AND TRIM BOARDS (EXCEPT AT OVERHEAD GARAGE DOOR JAMBS) SHALL BE ALUMINUM WRAPPED. 07 62 00.02 GUTTER AND DOWN SPOUTS SHALL BE ALUMINUM. DOWN SPOUTS SHALL BE 3" w/ TERMINATION OVER SPLASH BLOCKS 07 72 00.01 ATTIC VENTILATION: PLACE RIDGE VENT ON ALL ROOF RIDGES, NO MORE THAN 4'-0" FROM THE END OF RIDGE AND NO LESS THAN 2'-0". PROVIDE CONTINUOUS 12" FULLY VENTILATED SOFFIT IN V-0" ROOF OVERHANG SOFFIT VENTING AT ALL EAVES AND SOFFITS EXCEPT AT PORCH CEILINGS OR AS NOTED. DIVISION 08 OPENINGS 08 10 00.01 GARAGE/LIVING DOOR: THE DOOR BETWEEN THE GARAGE & LIVING SPACE SHALL BE A 13/4" THICK HONEYCOMB STEEL OR 20 MINUTE RATED DOOR, MINIMUM. PROVIDE SELF -CLOSING HINGE, IF REQUIRED. 08 10 00.02 EXTERIOR DOOR MANUFACTURED BY PEACHTREE (U.N.O.) DOOR SIZES NOTED ON FLOOR PLANS. 08 10 00.03 HOT WATER CLOSET DOOR; LOUVERED DOOR REQUIRED WITHOUT CONCENTRIC VENT. SIZE NOTED ON PLANS 08 10 00.04 ATTIC ACCESS/UNFINISHED STORAGE DOOR: THE DOOR BETWEEN THE LIVING SPACE AND UNCONDITIONED ATTIC SHALL BEAN INSULATED DOOR. 08 50 00.01 BASEMENT WINDOWS SHALL BE 32"X17" (U.N.O.). FOUNDATION SUBCONTRACTOR AND TOLL CONSTRUCTION MANAGER TO ANALYZE THE FOUNDATION OF EACH HOME TO DETERMINE EXACT LOCATION AND QUANTITY OF BASEMENT WINDOWS. THE CONSTRUCTION MANAGER TO VERIFY NONE ARE ELIMINATED AND THERE ARE NO CONFLICTS WITH REAR DOORS, OPTIONS, CANTILEVERED FLOOR FRAMING, ETC. BASEMENT EGRESS SHALL BE (1) 4' WIDE X 4' HIGH ANDERSEN GLIDING WINDOW WITH SCREEN INSTALLED IN CONCRETE FOUNDATION WALL ALONG WITH WINDOW WELL AND CLEAR COVER. EXACT LOCATION OF BASEMENT EGRESS WINDOW TO BE DETERMINED IN FIELD BY P.M./C.M. BASEMENT EGRESS WINDOW IS NOT REQUIRED WHEN EITHER OPTION #015-EXTERIOR BASEMENT ENTRANCE, OPTION #017-WALK-OUT BASEMENT OR #018-DAYLIGHT BASEMENT ARE ORDERED. REFER TO STANDARD DETAIL FND-21 FOR BASEMENT EGRESS WINDOW. 08 50 00.02 WINDOW MANUFACTURED BY SILVERLINE (U.N.O.). SIZES NOTED ON PLANS ARE ANDERSON NOMANCLATURE (SILVERLINE SIZES TO APPROXIMATE ANDERSON SIZES). ALL SLEEPING ROOM WINDOWS (REQUIRED FOR EGRESS) SHALL MEET THE REQUIREMENTS OF THE NATIONAL, STATE, OR LOCAL CODES FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. 08 50 00.03 WINDOW HEADER HEIGHTS (U.N.0); 8' WALL HEIGHT 9' WALL HEIGHT 10' WALL HEIGHT 10' WALL HEIGHT (AQ FRONT ELEVATION) KITCHEN CASEMENT KITCHEN DOUBLE HUNG (AQ ONLY) TRANSOMS - KITCHEN/BATH OVER VAN OPT. 159 - AR31 OPT. 157 - 2846 w/ CTN28 1ST FLOOR 2ND FLOOR 7'-2 7/8" 8'-2 7/8" T-2 7/8" 8'-9 3/8" - 8'-2 7/8" 7'-8 1/2" 8'-2 7/8" 9'-4 5/8" 8'-4 5/8" 8'-4 5/8„ 7'-4 5/8" 08 50 00.06 "Z" FLASHING: INSTALL AT PALLADIAN WINDOW PANEL, AS REQUIRED. 08 50 00.07 SIDELIGHT GLAZING AT EXTERIOR DOOR SHALL BE TEMPERED. 08 50 00.08 WINDOWS SHALL COMPLY WITH THE FOLLOWING: IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISH GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND 24 INCHES SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4 INCH DIAMETER SPHERE CANNOT PASS. DIVISION 09 FINISHES 09 20 00.01 GARAGE - CEILINGS AND DROPPED BEAM SURFACES TO HAVE (1) LAYER OF 5/8"THICK TYPE 'X'GYPSUM. ALL INTERIOR GARAGE WALLS TO HAVE (1) LAYER OF 1/2" GYPSUM. (NEW JERSEY AND ILLINOIS: - ALL INTERIOR GARAGE WALLS AND EXTERIOR LOAD BEARING GARAGE WALLS TO HAVE (1) LAYER OF 5/8" TYPE'X' GYPSUM ON THE GARAGE SIDE OF THE WALL. GARAGE CEILING TO HAVE (2) LAYERS OF 5/8" THICK TYPE'X' GYPSUM WHERE THERE IS LIVING SPACE ABOVE ATTACHED PRIVATE GARAGE.) 09 20 00.02 BASEMENT STAIRWELLS TO RECEIVE DRYWALL TO STAIR STRINGER AND DOWN TO BOTTOM OF LOWER STAIR. 09 20 00.03 DRYWALL ATTACHMENT (WITH OR WITHOUT ADHESIVE) FOR WALLS UTILIZING THE PRESCRIPTIVE METHOD: INSTALL CODE APPROVED NAILS PER IRC TABLE R702.3.5 OR No.6 - 1 1/4" TYPE S OR W SCREWS @ 7" Q.C. AT ALL FRAMING MEMBERS. FOR CEILINGS: INSTALL CODE APPROVED NAILS PER IRC TABLE R702.3.5 @ 7" O.C. OR No.6 - 11/4" TYPE S OR W SCREWS @ 7" O.C. AT ALL FRAMING MEMBERS. FOR SPECIFICALLY ENGINEERED HOMES DESIGNED TO RESIST LATERAL NOT UTILIZING THE PRESCRIPTIVE METHOD, No.6 - 1'/4" TYPE S OR W SCREWS MAY BE INSTALLED @ 8" O.C. AT EDGE SUPPORTS AND 12" O.C. AT INTERMEDIATE SUPPORTS. 09 24 23.01 DELETED 09 24 23.02 DELETED DIVISION 10 SPECIALTIES 10 28 00.01 MEDICINE CABINETS: - MASTER BATH SIDE WALL (AGE QUALIFIED AND ATTACHED) 14'x 18" (56" A.F.F. TO BOTTOM OF ROUGH OPENING) - HALL (SECONDARY) BATH SIDE WALL (ALL PRODUCT LINES) 14"x 18" (56" A.F.F. TO BOTTOM OF ROUGH OPENING) 10 28 00.02 PANTRY AND LINEN CLOSETS: INSTALL (4) 16" DEEP SHELVES IN EACH CLOSET ATTHE FOLLOWING HEIGHTS ABOVE SUBFLOOR UNLESS OTHERWISE NOTED. SUBFLOOR: +2'-0", +3'-411 1 +4'-8",+ 6'-011 . 10 28 00.03 CLOTHES CLOSETS: THE TOP OF ALL CLOTHES CLOSET SHELVING SHOWN AS SINGLE SHELF SHALL BE 70" ABOVE SUBFLOOR. THE TOP OF ALL CLOTHES CLOSET SHELVING SHOWN AS DOUBLE SHELF SHALL BE 42" AND 84" ABOVE SUBFLOOR. 10 28 00.04 LAUNDRY ROOM SHELVING SHALL BE A SINGLE 12" SHELF ABOVE THE WASHER & DRYER- LOCATED 58" ABOVE SUBFLOOR. INSTALL SHELF WALL TO WALL UNLESS SHELF WOULD CONFLICT WITH A DOOR OR WINDOW OPENING. DIVISION 21 FIRE SUPPRESION 21 10 00.01 FIRE SUPPRESSION: WHERE REQUIRED, RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH IRC2012 SECTION P2904 OR NFPA 13-D, AS WELL AS STATE AND LOCAL REQUIREMENTS. DIVISION 31 EARTHWORK 3120 00.01 FOUNDATION DRAINS: EXTERIOR 4" PERFORATED PIPE IN 2" OF 42B STONE. STONE SHALL EXTEND 12" BEYOND OUTSIDE EDGE OF FOOTING AND 6" ABOVE TOP OF FOOTING, AND COVERED WITH APPROVED FILTER FABRIC MEMBRANE. INTERIOR 4" PERFORATED PIPE IN 2" OF #2B STONE. INTERIOR DRAIN IS AVAILABLE TO MITIGATE FOR RADON. PIPES SHALL INDEPENDENTLY CONNECT TO SUMP PIT. AR�,````�. < Q a Q Q a Q a Q < IOU, < 3 O En O> L Tv _Z O Cif w u cn C ,a-) m co 0 T"2 as N V O -a -a O r, • V , a� E � w O (a O E ,p > > >- a m 1- o >' r, (n W// ry d� 0 0- Lo Q n M a V .-j N � W c Ir Q. N -j O � rrZ L' 00 m V ��// v) n o O � M L.L -I L 4-J M < O m _ < N - t(D N ..I oN ) 0 cL 0 U- U- z0 wry uuj w u-a F us (n U) w 57 w r-- < uj >� F- � -' wn CL 0 w � � < J < J O O O s m r , m w a Lu W DC Lu Ln o N N O W ' z ® O0 UU z J (D U) Lu Lu.j m� LLJ �r (D z (n SERIALNUMBER Ln O w Q =�o _ 0 w z Lu O 0�o > '-' -. �- o�o 0 w z Wo ¢ uj O uj o o Lu w j Lu a Lu waf J w Z Q � O O w Lu =om FEU) Q'o� Inu U Ce m 000 a w QLL-� z z w OwJ Lu Way =moo o0U m cn Jer ob- J � G 0U0 o0z(D O O z w m z OUJ a(0 1— LU � LU Cc Z J Q f— Q = Co >_ Lu z p z o 0 zLu �uur)n ��wcn O o o z w N LuO ¢zw� 0"-'az ��o �z�o o�JQ Ln<< = z U) cn 0 C°Q9zw Lu cV) Lu LU Lu CL Lu afUFF---� O U)z0 z 0 cn O z Qz�Q Z W zLu 0 z 22 w 0 a O ZU,w_, a Li LuQ_ z (n u w w T Ce Co v w r ¢�mU �z�1,74 z O O w H IH F- O wLU0� 0 z w (fjo0Fz— U j � 0 z m J C) p[ —� ¢a00 AREA CALCS: BASEMENT: 2,037 SQ FT FIRST FLOOR: 21077 SQ FT SECOND FLOOR: 1,669 SQ FT GARAGE. 667 SQ FT TOTAL: 6,450 SQ FT 12'-8211 61-811 6'-0 1 r=�'i _ I h 61-311 PRE-FAB CONC. STAIRWELL INSTALLED IN STRICT ACCORDANCE W/MANU. REQ. 541-811 9 FARM HILL ROAD, SOUTH WINDSOR CT, 12'-611 8'-52" It zl'-o" 06074 6'-3" 10'-6" 10`-6" A A7 STEPS TO - - - - B N N CONFORM M A7 Oil TYP. BSMT. EL. 0 WINDOW M En TO GRADE - - EL.O" _ 0 - - - - - -- - W8X18 STEEL BEAM N I UP I I FND-1 �-,� Ncpa) � i �I BASEMENT SUMP PIT CONC. SLAB LOCATION ' I _� 0 0o 13'-8q" - 8'-8z" 11'-5" 10'-1g11 10'-911 LINE OF CANTILEVERED FIREPLACEop 44"X44"X15" TYP. BSMT. � ABOVE r,l CONC. FTG. COLUMN ON � W8X18 STEEL BEAM � N i _ 40"X40IIX1511 4'-64" 31';5$" CONC. FTG. _ bN - — - - BEAM POCKET - -W8X18 STEEL BEAM J TYP COLUMN - I I 1 II 11 II ON 36 X36 X15 " " II 48 X54 X15 CONC. FTG. BSMT. STAIRWELL TO \ CONC. FTG. W W/ #5 BARS N EL. 0" RECIEVE DRYWALL SEE FR-8 FOR DETAILS -- - ;> 2X4 STUD - N WALL W/ P.T. M O.C. EACH WAY 1 111 14 -3Z BOTTOM PLATE _ - - 8"D X 19"W X 7-61- =N `1 - CONC. FTG. «, FND-4 HANDRAIL bN yD-(TYP.) EL.0I LINE OF 1JL - � 31_111 PANEL ABOVE -- o - - EL. -1011 361126"X1211 M _ � =1 8"D X 19"W X 6-81 PROVIDE 3' WIDE X 2'\j/ CONC. FTG. �� CONC. FTG. HIGH OPENING FOR ,1 EL. +8 3/4 DUCT TO 2ND FLOOR 41-911 31-211 1z1-52" 141-611 71-6111 12'-311 bo W8X18 STEEL BEAM —�_I - BEAM PILASTER (TYP.) I �n 1 o '-IIN N N STEEL BEAM EL. -12" °° /8Iz11 T7_W8X18 M�11 FND-2 I 10"40"X40"X15" zo'-42° r"X4 G-rr_ �4n°x4n°x1 - CONC. FTG. _ �! �D-1 I 1/211 II II II - - EL. 0It I OFFSET3CONC. FTG. -- EL. -811 B j - - - �- - A7A 1 - __. -- -- ---- N U N EXCAVATE D Sim _ `° 4" PORCH EL. 0" SLAB ABOVE � - U N EXCAVATED = ----- - -- -- M 4" SLAB ABOVE N EL. -12" Co O CONC. FND. WALL& _- M CONC. FTG. (TYP.) -_i TYP. CONC. PORCH FND M - SEE FND-13/D-2 � 11 EL. 0 FND-1 A7A C D-1 rA EL. -811 A7 TYP A7A j SINS EL. -12" N (FND-�11A Co D-2 - SLAB LEDGE-\ X, 1- 7.EL. -1011 - .-IIN Jj fV FOUNDATION TO BE DAMP PROOFED OR WATER PROOFED APPLY 1/2" GYPSUM BOARD TO UNDERSIDE OF THE FIRST -FLOOR ASSEMBLY FOR FIRE PROTECTION BASEMENT LEVEL FLOOR PLAN Scale: 1/4" = V-0" DEVONSHIRE 14'-711 33'-811 7'-42' 19'-1.11 11'-8111 541-811 81-0'1 rive-uH D-1 EL. +8 3/411J GARAGE STEM rA WALL (TYP) A7 13'-0" O O I 00 00 Ln T--1 \\\\` �. ry... / =� --i_ _QQ_a_QQ_Q c in m crs z a, O u Cn C7 .V U w f �O ^4� o 'm om a V LL w d� d �Lo uj Lo zL ,�. o w E N 0 �c � o 1 °- ¢ fu O o 0 V ry w C,0 0 C'5 LL < Cl- ._j ro N L I Q ,n J CD N o O ,.. N 0 z � a CM cn cy) O tts , ' Cie w 0 cy- w Lu �u LLJ d Lu Lu z Q � z i _ d uj = z E3 2 z 0 U Ce d O ry a W m —� I W O w o V Q o ( o , 0 00 0 tuj Uj LLJ © c.a cap ¢z J z O Q F_] 0 O u- r-I � `-' Z ul) w Lu W Lu < w m ua uwa m u") SERIAL. NUMBER 1015 O u o w Q Lu cn ,,. W oz� z L O CL 0oo ru F o w z zQ w O 0 LL, Ln J Q Q � oLu U) 0 O w w = 0�a� w z Q af ¢ cy-1 moo LL- Lu = O °o Ln F_oa- C7 LU O of U cc 000 0 wce Q Q w 2 z w af _J z b-a 1-7 >_ _ Cn Z Ln W =oo O Lu U m (n pd ouo F- U LL- 0 cn 0 0� z 0 0 Z H w m z 0 Lu Lu w 0 (n coLu = -1aF- zQ = (n m Ln Lu m (n > p z O 0 W g W = z U z 0 o o z 0 ��UF- � 2: a z LLJ > O z = 0 J Q H Q Q =z TU(n0 cl Z w Lu Lu 0 p f;n Q � _ W LU ce d � W Lu =DUI=--� 0 (n o Z M�(n0 z F- w 0 F- z ,-. Q ozW>z (n Lu z �Z w W a a O 0 0 U�� ¢ LL_ Z LUuj z Lu W W CD C� = w F- 0 ¢emu (n Z J LL zOoL!- (D ~�-- E- O ' Lu Lu OOt� 0 z W -4 z z = �00E- U 0 Ca z W 0 Q ¢ n. F- SIMPSON LSTA36A HEADER STRAP + 24-10d. NAILS ON INSIDE FACE OF WALL APA NARROW WALL BRACING METHOD PSL = TRUSJOIST PARALLAM OR APPROVED EQUIVALENT - LVL WITH THE FOLLOWING PROPERTIES: U) E > OR = 2.0 X 10A6 PSI, ILH Fv > OR = 290 PSI, Fc (PERPENDICULAR TO THE GRAIN) > OR = 750 PSI, AND M. /DADAI ICI Tn TWr= (_DAIN\ (1D -')aOO DCI IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS REQUIRED. MIN. 2" x 2" x 3/16" PLATE WASHER 1/2" DIA. ANCHOR - BOLT W/ 7" MIN. EMBEDMENT AND 2" x 2" x 3/16" PLATE VVASHER, I YP. OUTSIDE CORNER DETAIL CONNECT THE TWO WALLS TOGETHER AS OUTLINED IN THIS DETAIL TO PROVIDE OVERTURNING RESTRAINT. THE FULLY SHEATHED WALL LINE PERPENDICULAR TO THE NARROW BRACING SEGMENT HELPS REDUCE THE OVERTURNING FORCE BECAUSE THE OVERTURNING MOMENT ACTS OVER A LONGER DISTANCE. OUTSIDE ELEVATION 16d. NAILS AT 12" O.C. ORIENTATION OF STUD MAY VARY GYP BOARD INSTALLED PER IRC CHAPTER 7 WOOD STRUCTURAL PANEL INSTALLED PER IRC TABLE R602.3(1) TOP PLATE CONTINUITY SHEATHING FILLER IF NEEDED 16d. SINKER NAILS IN 2 ROWS @ 3" O.C. SIMPSON LSTA36 HEADER STRAP + 24-10d. NAILS ON INSIDE FACE OF WALL 7/16" MIN. THICKNESS WOOD STRUCTURALPANEL SHEATHING SECTION A -A GARAGE DOOR BRACING DETAIL (BRACED WALL TYPE CS-PF) USE EVERY NAIL HOLE IN USE BOTH ROWS. CMST AND LST149 STRAP REQUIRE DOUBLE STUDS FOR END LENGTHS, SEE HOLDOWN SCHEDULE. ONE HOLDOWN TO BE INSTALLED AT THE END O SHEARWALL AS INDICATE ON PLANS. CUT LENGTH = (2 x END LENGTH) + FLOOR JOIST DEPTH + 5 1/4" NAILS NOT REQUIRED IN CLEAR SPAN PROVIDE MIN. 1 5/8" END DISTANCE FOR CS AND CK STRAPS EQUAL NUMBER OF NAILS IN E4..,, . �..� (SEE HOLDOWN SCHEDULE) - MAY BE INSTALLED OVER SHEATHING SHEAR WALL HOLDOWN ENG-6 A4L.1 2-2x STUDS AT HOLDDOWN� (3-2X STUDS @ HD-5) SIMPSON CNW 5/8 OR CNW 7/8 COUPLER NUT IF NEEDED. ALL -THREAD ROD PER -� HOLDOWN SCHEDULE. DRILL AND INSTALL INTO FOOTING WITH SIMPSON ADHESIVE* OR EQL ROD MAY BE BENT ALLOW IT TO BE IN,' WITHIN CMU CELL. MIN. EMBED. INTO FOOTING (5" FOR 5/8" DIA. ROD, 7" FOR 7/8" DIA. ROD 2-2x STUDS AT HOLDDOWN (3-2X STUDS @ HD-5) MIN. EMBED. INTO FOUNDATION WALL OR FOOTING (5" FOR 5/8" DIA. ROD, 7" FOR 7/8" DIA. ROD. (WHEN EMBEDDING INTO STEMWALL: -5/8" DIA. ROD REQUIRES 10" - EMBED INTO MIN. 6" THICK STEM -7/8" DIA. ROD REQUIRES 15" EMBED INTO MIN. 8" THICK STEM) ALL -THREAD ROD PER - HOLDOWN SCHEDULE. DRILL AND INSTALL WITH SIMPSON ADHESIVE* OR EQUIVALENT 2-2x STUDS AT HOLDDOWN (3-2X STUDS @ HD-5) MIN. EMBED. INTO FOUNDATION WALL OR FOOTING (5" FOR 5/8" DIA. ROD, 7" FOR 7/8" DIA. ROD. (WHEN EMBEDDING INTO STEMWALL: -5/8" DIA. ROD REQUIRES 10" EMBED INTO MIN. 6" THICK STEM -7/8" DIA. ROD REQUIRES 15" EMBED INTO MIN. 8" THICK STEM) ° ALL -THREAD ROD PER - HOLDOWN SCHEDULE. DRILL AND INSTALL WITH SIMPSON ADHESIVE* OR EQUIVALENT SIMPSON HOLDOWN PER SCHEDULE. (SUBSTITUTE HD-1 FOR (2) HD-6, AND SUBSTITUTE HD-1A FOR (1) HD-6 INDICATED ON PLANS) CMU BLOCK * FOR TEMPS. > 40 DEGREES F, USE SIMPSON "SET" ADHESIVE. FOR TEMPS. < 40 DEGREES, USE SIMPSON "AT" ADHESIVE. SIMPSON HOLDDOWN PER SCHEDULE A4L.1 SHEAR WALL HOLDOWN @ FDN = N G - 1 A4L.1 OSB = INSTALL 7/16" OSB ON ONE SIDE OF WALL W/ 8d. COMMON NAILS @ 4" O.C. EDGE, 12" O.C. INTERMEDIATE SUPPORTS - EDGES BLOCKED OR 16 GA. X 1 3/" STAPLES (MIN. 7/16" CROWN) @ 3" EDGE, 6" O.C. INTERMEDIATE SUPPORTS - EDGES BLOCKED. DRYWALL ATTACHMENT (WITH OR WITHOUT ADHESIVE): 5d. COOLER NAILS FOR 1/2" DRYWALL (6d. COOLER NAILS FOR 5/8" DRYWALL) AT 7" O.C. EDGE AND INTERMEDIATE SUPPORTS - EDGES UNBLOCKED, QR NO. 6 - 1 W TYPE W OR TYPE S SCREWS @ 8" O.C. EDGE, 12" O.C. INTERMEDIATE SUPPORTS - EDGES UNBLOCKED. AgC'.F 7-i n gHFATHINr ATTAr.HK/IFNTq SHEARWALL TYPE - SEE SCHEDULE FOR SHEATHING TYPE AND NAILING PATTERN SW-# BRACED WALL TYPE - SEE SCHEDULE FOR COMPOSITION XXX-X BRACED WALL SCHEDULE TYPE SHEATHING TYPE MIN. THICKNESS CONNECTION CRITERIA 1x4 WOOD OR APPROVED WOOD: (2) 8d. NAILS PER STUD LIB LET -IN -BRACING METAL STRAPS AT 45 - 60 METAL: PER MANUFACTURER or X DEGREE ANGLES ( SEE DETAIL "ENG-5/A4L.1") 6d. COMMON (2"xO.113") NAILS @ 6" O.C. (PANEL EDGES) & 12" O.C. (INTERMEDIATE SUPPORTS) OR 16 GA. x 1-3/4" STAPLES WSP WOOD STRUCTURAL PANEL 3/8" (MIN. 7/16" CROWN) @ 3" O.C. (PANEL EDGES) & 6" O.C. (INTERMEDIATE SUPPORTS NAILS OR SCREWS @ 7" O.C. @ PANEL EDGES INCLUDING TOP GB GYPSUM BOARD 1/2" & BOTTOM PLATES. FOR INTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R 702.3.5 (IRC 2009) 6d. COMMON (2"0.113") NAILS @ 6" O.C. (PANEL EDGES) & 12" CS-WSP CONTINUOUSLY SHEATHED 3/8 O.C. (INTERMEDIATE SUPPORTS) OR 16 GA. x 1-3/4" WOOD STRUCTURAL PANELS STAPLES(MIN. 7/16" CROWN) @ 3" O.C. (PANEL EDGES) & 6" O.C. (INTERMEDIATE SUPPORTS SHEAR WALL SCHEDULE TYPE SHEATHING FASTENER 16 GA. x 1-3/4" STAPLES (MIN. 7116" CROWN) @ 3" AT EDGES 6" O.C. OSB ONE SIDE- 7/16" OSB IN FIELD- BLOCKED OR 8d. COMMON NAILS @ 4" AT EDGES, 12" IN FIELD - BLOCKED 16 GA. x 1-3/4" STAPLES (MIN. 7/16" CROWN) @ 3" AT EDGES 6" O.C. SW-1 ONE SIDE- 7/16" OSB IN FIELD- BLOCKED OR 8d. COMMON NAILS @ 4" AT EDGES, 12" IN FIELD -BLOCKED 16 GA. x 1-3/4" STAPLES (MIN. 7/16" CROWN) @ 3" AT EDGES 6" O.C. SW-lA BOTH SIDES-7/16" OSB IN FIELD- BLOCKED OR 8d. COMMON NAILS @ 4" AT EDGES, 12" IN FIELD -BLOCKED SW-2 ONE SIDE- 7/16" OSB - INSTALL HORIZONTALLY 8d. COMMON NAILS @ 3" AT EDGES, 6" IN FIELD -BLOCKED SW-2A BOTH SIDES- 7/16" OSB - INSTALL HORIZONTALLY 8d. COMMON NAILS @ 3" AT EDGES, 6" IN FIELD -BLOCKED SW-3 1/2" GYPSUM BOARD ONE SIDE 5d. COOLER NAILS @ 7" O.C. OR No.6 -1 J' SCREWS TYPES W OR S SW-3A 1/2" GYPSUM BOARD BOTH SIDES 5d. COOLER NAILS @ 7" O.C. OR N0.6 -1 *'SCREWS TYPES W OR S ONE SIDE- 7/16" OSB SHEATHING (VERTICAL) REFERENCE SW-1 AND SW-3 SW-4 PLUS FASTENING REQUIREMENTS ONE SIDE - 1/2" GYPSUM BOARD ONE SIDE SW-5' ONE SIDE - 7/16" OSB 8d. COMMON NAILS @ 2" AT EDGES 6" O.C. IN FIELD - BLOCKED SW-5A' BOTH SIDE - 7/16" OSB 8d. COMMON NAILS @ 2" AT EDGES 6" O.C. IN FIELD - BLOCKED -"DESIGNATES FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED 1-1/2" WHERE NAILS ARE SPACED AT 2" O.C. CONTRACTOR MAY PROVIDE A (2) 2X BUILT UP POST AT THESE LOCATIONS. BUILT UP STUDS SHALL BE NAILED TOGETHER w/ (2) 10d. COMMON WIRE NAILS AT 6" O.C. HOLDOWN SCHEDULE MARK HOLDOWN DESCRIPTION FASTENER SIMPSON HTT16 OR HTT4 18-16d. x 2 1/2" NAILS & 5/8" DIA. ALL -THREAD ROD. INSTALL HD-1 (WITH OPT 017 - USE SIMPSON CMSTC16 STRAP TIE W/ 25" AFTER WALL PANEL SET. SEE DETAIL "ENG-1/A4L.1" END LENGTH AT FIRST FLOOR LEVEL AND SIMPSON HTT16 FOR CMSTCI6: 25 -16d. NAILS EACH END. INSTALL AFTER WALL AT FOUNDATION - SEE DETAIL "ENG-19/A41L.3") PANEL SET - SEE DETAIL "ENG-3/A4L.1" SIMPSON LTT20B 10-10d. NAILS + 5/8" DIA. ALL -THREAD ROD. INSTALL AFTER WALL PANEL SET. SEE DETAIL "ENG-1/A4LX' HD-1A (WITH OPT 017 - USE SIMPSON CS16 STRAP TIE W/ 14" END LENGTH AT FIRST FLOOR LEVEL AND SIMPSON HTT16 FOR CST16: 10-8d. NAILS EACH END. INSTALL AFTER WALL AT FOUNDATION - SEE DETAIL "ENG-19/A4L.3") PANEL SET - SEE DETAIL "ENG-3/A4LX' HD-2 SIMPSON CS16 STRAP TIE 13" END LENGTH (ABOVE 10-8d. NAILS EACH END. INSTALL AFTER WALL PANEL SET BOTTOM PLATE) SEE DETAIL "ENG-3/A4L.1" HD-2A SIMPSON CS16 STRAP TIE 13" END LENGTH- 10-8d. NAILS EACH END. INSTALL AFTER WALL PANEL SET WRAP AROUND BEAM/JOIST BELOW SEE DETAILS "ENG-14, ENG-18 /A4L.2" HD-3 SIMPSON CMSTC16 W/ 20" END LENGTH (ABOVE 25-16d. NAILS EACH END. INSTALL AFTER WALL PANEL SET. BOTTOM PLATE) -ATTACH TO DOUBLE STUDS SEE DETAIL "ENG-3/A41L.1" SIMPSON CMSTC16 W/ 20" END LENGTH (ABOVE 25-16d. NAILS EACH SIDE. INSTALL AFTER WALL PANEL SET HD-3A BOTTOM PLATE) WRAP AROUND BEAM/JOIST BELOW- SEE DETAILS "ENG-14, ENG-18 /A4L.2" ATTACH TO DOUBLE STUDS HD-4 SIMPSON CMST14 W/ 30" END LENGTH - ATTACH 33-10d. NAILS EACH SIDE. INSTALL AFTER WALL PANEL SET. TO DOUBLE STUDS) SEE DETAIL "ENG-3/A4L.1" HD-4A SIMPSON CMST14 W/ 30" END LENGTH WRAP AROUND 33-1 Od. NAILS EACH SIDE. INSTALL AFTER WALL PANEL SET. BEAM/JOIST BELOW -ATTACH TO DOUBLE STUDS SEE DETAILS "ENG-14, ENG-18 /A4L.2" SIMPSON HDQ8-SDS3 20-SDS1/4X3 WOOD SCREWS & 7/8" DIA. ALL -THREAD ROD. INSTALL AFTER WALL PANEL SET. SEE DETAIL "ENG-1/A4L.l" HD-5 (WITH OPT 017 -USE SIMPSON CMST14 STRAP AT FIRST FLOOR LEVEL AND SIMPSON HDQ8-SDS3 AT FOUNDATION SEE DETAIL" ENG-19/A4L.3") 1. FOR BASIC WIND SPEEDS < 100 MPH, INSTALL (1) SIMPSON H 1 HURRICANE CLIP AT EACH TRUSS AND RAFTER BEARING POINT, MIN. FOR BASIC WIND SPEEDS > 100 MPH, INSTALL (1) SIMPSON H10 HURRICANE CLIP AT EACH TRUSS AND RAFTER BEARING POINT, MIN. - SEE DETAIL ENG-7/A4L.2 SCHEDULES <�: ARC°` a s a a¢ a Q Q a Q a Q a Q a a� a - = V a � c ca-' a� M z � u c -0 1- 0O 0)) U cc >� .L) -a Lu+�+ a ra j ca � °� m j= 0 V) r' LL Lli �yy toL. w d O O o< L. aM w a O �y N cc Ln U Lu i N 0 �.- -1 _ LU O La tJ -' o o P w 0 J 1 Q = cry J cl- 0-) fu N _ J _j (DN_ a O O Ln N � W W W O (f) V) U) � � � o 2! CJ CD (7 0 U) N Lr) l0 � >��� W Ln > M W W L! r\I O O O Lu (19 O Lu Lu Lu a cy-1 Lu Lu Lu z uLu b `-' O CC j- O J d W cl-I ® _J 0 W W U Lu L0 �I Lu 0 a. ,n (Y N (D \ o m w u u t LLI 0 V ul C7 z t---i U 9 �C Lu I-- Lu Lu V) Q o w NJ f3 Q U QU-) Llj w LU ~ LLL W � C�t3 SERIAL NUMBER O 0 o w a w ca O w O w z 0oo w '-' 1=.0 p in Q >Lu CJ p Q Q = Z w � o w U)� Lu a w wCall lcy�a� w z Q IY Q W boo > U- w W z J = o c° ��� � LU C),, ce- > V m a IY V V Z LL,�Q Q� z w Q in o > Z a Q '-! >- _ � Q Luoce- F- O o0Li mw9 _j�z o u o oce pzui O z 0 Lu cn p Lu w=pU) m J = J �C �- Q = Lnm >-U)wz mcn>?" p z O o Z U (n z Ln oO o z w w O < ;2!: , V w z �LU>LU o z = p p 9 cyo J Q U) Q Q U) = z V 1) o H � z p Ln H w w w F-p�p cwnQLu p= U F- �vF o o z cn O uj z ¢z2R ozWj z p z ��w0 p p z��uj aLL. �� F- w z O w Iz w W In m CD = w �- z F- = cn _ � � O Q�mU EL Uj z J u- r zoou- O W w o cl� p z w z z = �ooF- QVcUnO Lu p�Hca z to J aaao IN BASIC WIND ZONES <_ 100 MPH: FOR 2-PLY GIRDERS: INSTALL (1) SIMPSON H10-2 OR (2) SIMPSON H2.5A HURRICANE TIES AT EACH BEARING POINT FOR n r-% \/ P11 P111r11n_ VK 3-I-'LY ulmurmr\J: INSTALL (1) SIMPSON LGT3 - SDS 2.5A OR (1) SIMPSON VGT + (1) SIMPSON HTT4 GIRDER I IEDOVVIN A I EACH BEARING P^vIN 1 NOTE: CONTACT TOLL ARCHITECTURE FOR GIRDER -rlCMnXAlKlC IKI QAcir% XAnnin 7nniee lnn nnou I IL_VVVVIVV IIV L.)l1VIV VVIIVV LVIVLV IVV IV11-1 1. T i P. FlLJRRI�iA VE TIE DETAILS EN[ SIMPSON HOLDOV PER PLAN INSTALL DOUBLE vv/IJ'S DIRECTLY BELOW SHEARWALL SHEARWALL TO DOUBLE WIJ NG-18 CONNECTION DETAIL A4L.2 SIMPSON HOLDOWN PER SCHEDULE FIRST FLOOR TOP OF PLATE SHEAR WALL HOLDOWN (1) ADDITIONAL STUD REQUIRED FOR HD-5 (2) 2X STUDS HOLDOWN HOLDOWN (SEE SCHEDULE FO NGTH 4" PLYWOOD W.I.J `�L BEAM OR PSL PER PLAN 1 A4L.2 R STUD CONNECTED NSFER SHEAR DMMON NAILS C. FULL HEIGHT OF RAFTER OR TR SIMPSON VGT 5/8" THREADEE 01IVIP3OIN H 1 14 ENG. ROOF TRUSSES 2-10d NAILS FLAT BLOCKING 2" O.C. HEAR WALL (DOUBLE -SIDED GYP. BOARD OR OSB SIDED) I FLAT BLOCKING •10d NAILS @ 12" O.C. O RAFTER OR TRUSS SIMPSON H10 HURRICANE TIE FOR BASIC WIND SPEEDS > 100 MPH \m m 2-10d NAIL 12" O.C. STAGGERI INT. SHEARWALL (DOUBLE -SIDED GYPSUM BOARG,,/ O WIJ CENTERED C SHEAR WALL SIMPSON H1 HURRICANE TIE FOR BASIC WIND SPEEDS <_ 100 MPH NOTE: SIMPSON H2.5A CAN BE USED IF NO SHEAR WALL IS BELOW. ML NG-7 A4L.2 SHEARWALLI BELOW TYP. FLOOR DIAPHRAGM TO INTERIOR NG-11 SHEARWALL CONNECTION A4L.2 DOUBLE TOP PLATE O OSB RIM BOARD u_ 0 Ln oz SIMPSON LTP4 FRAMING PLATES AT HORIZONTAL SEAMS IN EXTERIOR SHEATHING @ 48" O.C. OR l!-wr_e7►Cel Rl1IT, IaYe10,&1111 Molfl o `11TL�Ino Taf TRUSS SCREW @ 16" O.C. o (THROUGH TOP PLATES, INTO RIM BOARD) NOTE: u_ -,A SIMPSON LTP4 FRAMING PLATES TO BE INSTALLED AS INDICATED OVER EXTERIOR SHEATHING TYP. FLOOR DIAPHRAGM TO EXTERIOR ENG-9 SHEARWALL CONNECTION A4L.2 PROVIDE SOLID BLOCKING @ STEEL BEAM. EVERY THIRD BAY MAY BE REMOVED/PENETRATED FOR HVAC/PLUMBING. SOLID I -JOISTS BLOCKING STEEL BEAM PER PLAN TYP. SHEARWALL DETAIL NG-13 TYP. ROOF DIAPHRAGM TO INTERIOR NG-12 �_ JOISTS BLOCKING nry� SHEARWALL ENG-8 A4L.2 SHEARWALL CONNECTION A4L.2 V A4L.2 ``►►►lltt//�/ �-z�. �.�`� of CON'v --- - --- F '• Y� Aci.C`�` �//1111►►►�% a er Q Q er Q a a a L a a Q a Q a Q c 0 co -0z °' In i �mo;���� O -s= o ftl L E fu L — iB a�`°�°)� I LL. Lu d 0 M p t - ,- Lo © Q Q rn (� `Z tt1 N W M In CL I� O Lu ) N 0 u.� O vs v °- a O o u w Ln 0 0 tin r_i 00 o a L J M J = < N 0 of . V N 11".. o w w w u_ cn cn cn r-) z cn co cn w OOo z z af af af O (D (D u z t`n d to flo or-,rn w s M N N > w LU ce o00 F- Ln w w z w p zo c`- O or' `-' w 0 w o ce U Lu U Q'Lo � N J O 4 0 1' p....� t-•,} ..i.�3 CD QU oC m Lu H I�- Lu w U J � W F pe CL cn u p W &-- Q w F- ca w ul)—l1 ul SERIAL NUMBER .., O 0 O w ¢ w m 0 w O = z LU 0 � �o oho Q>o Lu J ¢ ¢ OO w j L w w z ¢ �¢� o u- >- L- w = O 0° ~ Ln 0 O 0 cn 0 ce_ cy-, U w m O 0 z L, cy 2:¢ Q~ Z Z Lu¢ O > zow..Q ` ; >- = af Q (!i = O Ce 0 O OW b caU) J OJ Z O U � O u_ 0 o&z(D o2z cn w m z 0 Lu �o Lu �LU m_j= z¢cUn>- m p z O0 w Lu= 2'-'a U c1) Z 0010 z O oC U j U Lu 'z ate. z >o �z=o o cy, ya¢� u cn 0 � N z Lu Lu ui v Qo= LUwQLUF- Lu �UF=--re C:) �pcn0 z I- wo~ ¢ Z F-, Q o z w > �1-�>- U z.w,�¢ gOz cj,�Lu0 0 0 o � Lua,�� Lua z Lu w CC) C7 = w F- zF-_� 0 ¢ am U u Z J V- Z 0 0 O w w 0 af z w uj 0 0 ¢ U j 0 uj_ Q¢a-o AIR SPACE SIMPSON HOLDOWN PER PLAN CONC GARAGE SLAB SIMPSON HOLDOWN PER PLAN * REFER TO DETAIL ENG-1/A4L.1 WHEN FDN HEIGHT IS GREATER THAN 4 COURSES. U) w m 0 U X (2) 2X STUDS (FIELD INSTALLED). NAIL TOGETHER WITH 10d. NAILS AT 3" O.C. VERT. NAIL STUDS TO SHEATHING WITH NAILING PATTERN INDICATED IN THE SHEARWALU BRACED WALL SCHEDULE BRICK VENEER FINISH GRADE CONC FTG (2) 2X STUDS (FIELD INSTALLED). NAIL TOGETHER WITH 10d. NAILS AT 3" O.C. VERT. NAIL STUDS TO SHEATHING WITH NAILING PATTERN INDICATED IN THE SHEARWALL/ BRACED WALL SCHEDULE I I /-- FINISH GRADE CONC FTG CRAWL SPACE HOLDOWN DETAILS SIMPSON STRAP TIE PER SCHEDULE - INS7 ON ONE FACE OF STU ONLY FIRST FLOOR TOP OF PLATE CUT LENGTH = (2 x END LENGTH) + JOIST DEPTH + 5 1/4" SIMPSON HOLDOWN PER SCHEDULE TOP OF FOUNDATION v .....— —AVID.."—. WALK -OUT BASEMENT DETAIL A4L.3 1 A4L.3 Iq/ F,'lcf� , ......... •.'`� Q H a H a 1--1 1 a L Q 1--1 er a I Q __ > C C �� z �; � c 0, u N D in L_ U) c m (n ,u N U 2 2_ > > —_ n C0 41 f6 L L C � a _ W r o 9...1 o n F ¢ Q u ¢ M, W Lo 0. 0 N O ® ua O U LuLn c oo Lu 0Y M �_ L� _ Q GL N J L.n -� N ¢ o o Lo N z w w w 0 cn cn cn L _ (f)EnV z 0 Z __l cV Ln _q _q ­4 t -a w (=) > rn ul -4 Lu o 0 o w _ cn >> >Lu Lu ui w w Lu � � z uj © � �- 0 rer > aui o "' 0 w w U V) -4 Lu 0 � C9 J O > w m m 0 oW Lu _ -T- o U cn CD z U 9 UJI 1-- V) W w (M V) Q cz�. � i— w �-- CL Q cn Lu F_ w ~ FLLI - uj w � w to cn a SERIAL NUMBER C0/V���i��i NOTE: SPACING SHOWN REFLECTS 14" W.I.J. INFORMATION F MI�16MID SPAN M1 �' `�' G = +- �'-�' •P YG �-'- O MIN. 1 1/2" BETWEEN AN 11" DIA. HOLE U JF1 1/2" DIA. HOLE MAY BE SQUARE HOLES AND FLANGE. MAY BE CUT AT I = _ �. LOCATED ANYWHERE IN WEB. EXCEPT AT MID SPAN MID SPAN ONLY. @ 18" W.I.J., 2x4 - WEB STIFFENERS, 2x4 FLAT BLOCKING AT -J 2" 3" 4" 5" 6" 9_ \ / REFER TO DETAIL i 9� • r� L END BEARING 0 = / \ \ 1/A4SD WALL ABOVE 24" O.C. UNDER ALL MEASUREMENTS ARE FROM CENTER o 2X4 FLAT BLOCKING AT N E% OF HOLE TO INSIDE FACE OF SUPPORT O � �� NON -BEARING 24" O.C. UNDER NON -BEARING �i L) A IZGH CONDITION �1 -/ INSTALL 2X BLOCKING PARALLEL PARTITION, 2 �I r) l l i l l �>>�� 11" HOLE FOR PARALLEL PARTITION a 10" RANGE HOOD (EACH SIDE OF DUCT) ON (16d) TOE -NAILED AT 2-16d TOE -NAILED AT EACH END m -6" MIN D 2D 2L L 16" EXHAUST 1 SIDE OF I JOIST TO BE EACH END A GROUP OF SMALL HOLES MIN. MIN. DUCTWORK LUT FOR DUCT WORK. 1 1/8" OSB HALF WALL MUST FIT INSIDE A CIRCLE, 10"x16" HOLE MAY DECKING RIM JOIST OO INSIDE FACE W-6" MIN. MEETING THE CRITERIA FOR BE CUT AT SECTION A FLOOR SQUARE HOLE SIZE IS DECKING -� OF SUPPORT ROUND HOLES ABOVE. 8 OF ALLOWABLE ROUND MID SPAN ONLY 1��I� DOUBLE 2x4 AT END Q q Q i­i I Q Q er Q Q ' " HOLE DIAMETER A -� _ �� 0 -6 MIN. // I OF HALF WALL Q fu a) Q 2'-0" MIN. / I I I FLOUR DROPPED INTO � > c c c CHART FOR SIMPLE SPANS WITH OUT SPECIAL LOADING CONDITIONS I I DECKING USE 2-31/2" fa _ a) m a� aJ 3'-0" MIN. z __,_4 FLOOR DECK (16d) TOE NAILS p -0 In N 0) O pT In � aD TOP AND BOTTOM UI D L L_ cn C CIRCULAR HOLE DIAMETER (IN.) W FROM BLOCKING -0 L m (9 o aJ DEPTH (IN.) o 00 / / INTO W.I.J. m LL v) - O Lu 2" 3" 4" 5" 6" 7" 8" 9" 10" 11" 2x4 FLAT BLOCKING Lu [z ca O NOTES 9.5" 1'-8" T-0" 4'-4" T-8" T-3" .v 2 > > 43 fa j 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 ON EACH SIDE OF aJ W > '> — 2'-0" MAX. n L �- L .L m — 14" W-7" W-8" 0'-8" V-7" T-2" 4'-9" 6'-6" 8'-4" 10'-4" DOUBLE 2x4 + cl�m n , = PSF LIVE LOAD & 20 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING 16" o' 7" o' 8" 0' 8" 0' 9" o' 9" 1' 10" 3' 6" 5' 2" 7' 3" 9' 6" CANTILEVER a j= p W ADDITIONAL OSB RIM LL F— 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO .8 OF THE NOTE: BEARING = 18" 0'-6" 0'-6" 0'-6" 1'-0" 2'-0" 3'-0" 4'-0" 5'-6" 6'-6' 7'-6' FOR POINT LOADS (IF ' DO NOT CUT TOP7OR WALL p H z EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN INREQUIRED) SEE 2/A-4SD w ` p14" 15" 16" BOTTOM FLANGE nu nTA 1lnl r Tr rn11r1In1 rnir•rn A n n v in - OI, rnl Innr uru r IAluTru nAAV Dr I nrnTET, BELOW T-TnTSTS ' EXAMPLE : A 1U DIA', HOLE 1J 'EQUIVALENT I V H U.0 A IV = 0 J UMKr nVLE VVnil n 1'IAI DC LVLAI LV -__--- -- - , �✓ n- 16" 11 10" I -JOIST �— BEARING PLATE I l i 0 O z AS SHOWN ABOVE FOR A 10 DIA. HOLE 181, 8' 6" 10' o" 11'-0" FASTENED TO /y W = O 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES NOTE: CONCRETE WALL SOLID I BLOCKING J L.L.. i-- PER GEN NOTES u l O d LU THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. FOR OTHER HOLE CONFIGURATIONS, HOLE MAY NOT BE (TO BE INSTALLED r- 0 �' 0 RECTANGULAR HOLES OR MAX. HOLE AT MID -SPAN PLEASE SEE THE APA GUIDE FORM NO. EWS 2725. LOCATED BELOW POST AFTER CANTILEVERED �j F-- L O W z0 FLOOR IS INSULATED) 0 o o W.I.J. HOLE CUTTING CRITERIA FOR 9 1/2", 14", 16", 18" APA OA- 0 RANGE HOOD EXHAUST 21 2X BLOCKING UNDER 12 8 UNREINFORCED 4 < Q ¢ RATED PR1-60 SD DUCT THROUGH W.I.J. A-4SD NON -BEARING PARTITION A-4SD HALF -WALL END DETAIL A-4SD CANTILEVER A-4SD w 0 �, E U) Lu V7 N 0 O j�: z WIJ DEPTH NO. OF (a 18" W.I.J., 2x4 WEB STIFFENERS, FULL DEPTH BLOCKING @ 16" O.C. -`I U_ U W O ,,,^ �,,, „ SIZE NAIL SIZE & SPACING _..... � )r[X0 TO nCTnT1 t 1AACr) � �— 1 r Y Inn 0 G � d LU O In LLJ � UIWrUMIVILT �IIV.) KUWS nuu� 1v Vu^aL+,n•rJv VV/ I2) IOU —1 1. IUra _ _ s✓ DETAIL DESIGNATOR p z WIJ DISTRIBUTED BEARING LOAD 11 2X8 RIPPED TO 6" + 7/16" 2.5" (8d) NAILS AT 12" O.C. DRIVEN BOTTOM EACH END: AT JOISTS �W- a W DEPTH LOAD (PLF) OA BO © 9'S PLYWOOD/OSB (NOTE 3) FROM EACH SIDE (STAGGERED) 2 PARALLEL TO PARTITION, (3) 16d @ 2X SQUASH BLOCKS - p i O Q IF REQUIRED BELOW J 0 16' O.C. FROM SILL OF WALL TO (IN.) CONTINUOUS 2 FOOT 3 FOOT 4 FOOT ROWS OF MIN. DEPTH OF SIZE OF NAIL SIZE & SIMPSON OR EQUIV. JOIST X4 & ZX8 (10.25" DEEP) + 7/16" 2.5" (8d) NAILS AT 12" O.C. DRIVEN POINT LOADS L I tdi O O W = 0 14" 3 BLOCKING OR JOISTcn aG o.- BACKER BACKER BACKER BACKER NAILS BLOCKING (IN.) BACKER SPACING HANGER PER PLAN (SEE DET. #14) PLYWOOD/OSB (NOTE 3) FROM EACH SIDE (STAGGERED) 0� M �LO - U >' --I 1" NET PLYWOOD/ 3.5" (16d) NAILS 2X4 & 2X10 (13.25" DEEP) + 2.5" (8d) NAILS AT 12" O.C. DRIVEN I I I < y 1 1 1I � cf g,5�� Ann 12nn 12nn 16nn 5 t/2" ___ ...___ _. _ _- _ _ W,T•T, BLOCKING ((1R DOUBLE 16" _......___ .___ ,..___ _. ___ . _. _ . _ __ __. ______. d M [� Q - USB (NO IL 1) CCD 6" O.C. W,LJ. WITH FILLER AS PER PLAN) i/1b FLYWUUU/USB (NU J) rKUM tACH SIDE (SIAGGERED) \ FLOOR 1 1/8" OSB RIM =f - Cn W � O 1" NET PLYWOOD/ 3.5" (16d) NAILS 3.5" (16d) NAILS AT 12" O.C. DRIVEN DECKING JST. & WIJ RIM (a N 14" 600 1200 1800 2400 3 10 3/4" (IF DOUBLED SEE 11/A-4SD) 18 (2) (2X4 + 2X12 4 p W OSB (NOTE 2) @ 6" O.C. ) FROM EACH SIDE (STAGGERED) JST. @END WALL � � < Q 1 >- �•1- W I" NET PLYWOOD/ 3.5" (16d) NAILS @ 18" W.I.J. 2x4 WEB STIFFENERS CONDITIONS TYP. _j •U N W z J 16" 800 1600 2400 3200 3 12 3/4" OSB (NOTE 2) @ 6" O.C. REFER TO DETAIL 1/A4SD FILLER BLOCK NOTES / I �1 = O 1-1 m 3.5" (16d) NAILS 1) INSTALL TIGHT TO THE TOP FLANGE FOR TOP MOUNT HANGERS, / / I I I <C F _ Cn 18' 800 1600 2400 3200 3 14 3/4" (2) (2x4 + 2x12) 6" O_.C_. PROVIDE 1" OSB STIFFENER TIGHT TO THE BOTTOM FLANGE FOR FACE MOUNT HANGERS. I I / 4CSECOND FLOOR n ® p LENGTH EQUAL TO FILLER- ONLY 2) FOR UNIFORM SIDE LOADS A CONTINUOUS FILLER BLOCK MUST BE USED r I I V N O BACKER BLOCK NOTES I WHEN THERE IS MORE THAN 1/8" 3) WHERE MULTIPLE 2X'S ARE REQUIRED, STAGGER VERTICAL JOINTS. z = o.- 1) NAILS MAY BE COMMON, ARDOX, SPIRAL, RINGED, COATED OR AIR GUN NAILS _ GAP BETWEEN THE TOP CHORD (OF FILLER BLOCKS MUST BE GREATER IN HEIGHT THAN FLUSH MOUNTED HANGERS. N I / / BEARING FASTENED U � W/ THE SAME SIZE DESIGNATION INDICATED IN THE TABLES (8d OR 16d) THE W.I.J.) & THE TOP- 4) FOR CONCENTRATED LOADS, INSTALL A FILLER BLOCK CENTERED AT TO DOUBLE TOP PLATE Ce O 2) CAPACITIES GIVEN ARE FOR KILN DRIED LUMBER AND STANDARD TERM LOAD _ z MOUNT HANGER. THE LOAD LOCATION W/ AN EQUAL OR GREATER LENGTH THAN THE U W N WHEN THIS CONDITION OCCURS, NAIL >- Ca DURATION MULTIPLY PERMISSIBLE LOADS BY .8 WHEN USING GREEN LUMBER. CORRESPONDING BACKER BLOCK LENGTH. ALSO, INSTALL FILLERS W/ p C� STIFFENER W/ 3" (10d) @ 3" O.C. O O u MI II TTDI Y RY APPPQPPTATF FACTnR FUR nTHFR I nAD DI IRATTnNS AS Al I nWFD VrnTrrnl IV 0. UnnT•JnnlTnl I v A MIN. LENGTH OF 3 1/2" AT A MAX. SPACING OF 4'-0" O.C. FOR THE / T ... • - FULL 1 DEPTH T BLOCKING r rnnlT LL INSTALL TIGHT IUINI�UTO TOP CHORD FOR AUUI I IUIVAL USB KIM rUR — FULL DEPI H BLOCKING wlY I . W LU LU W O U z BY LOCAL BUILDING CODES. REMAINING PORTION OF THE GIRDER. FASTEN THESE INTERMEDIATE POINT LOADS (IF W/ (2) 16d TOE -NAILED V) V) U) U) W Q 3) INSTALL TIGHT TO THE TOP FLANGE FOR TOP MOUNT HANGERS, TIGHT TO TOP -MOUNT HANGERS & TIGHT TO FILLERS W/ AT LEAST 6 NAILS FROM EACH SIDE (SEE 19/A 4SD). REQUIRED) SEE 2/A-4SD AT TOP & BOTTOM EACH END: O O O O � I-+ce THE BOTTOM FLANGE FOR FACE MOUNTED HANGERS. BOTTOM CHORD FOR FACE- FULL DEPTH BLOCKING AT 48" O.C. AT JOISTS PERPENDICULAR TO 0 ce ce pC a Q LL- 4) EQUIVALENT BACKER THICKNESS MAY BE MADE UP FROM MULTIPLE PLIES MOUNT HANGERS. NOTE: FOR FIRST FULL JOIST BAY. �-+ Z C� OF PLYWOOD OR OSB. ALTERNATES: 1" OR 1 1/8" THICKNESS OF OSB RIM BD. ALL FILLER BLOCKS SHOULD BE CUT APPROX. - BEARING PLATE FASTENED PARTITION, (3) 16d @ 16" O.C. C!9 ('� ('� (, U' -a W 2x4 WEB STIFFENER EACH SIDE, BACKER BLOCK AS TO CONCRETE WALL PER FROM SILL OF WALL TO BLOCKING TOE NAIL OR HANGER BLOCKING TO JOISTS. > d- � Ln Ln z O BACKER BLOCKS MUST BE GREATER IN HEIGHT THAN FLUSH MOUNTED HANGERS, 1/8" SHORT TO PREVENT DAMAGE TO THE W ,-I ,--1 ,-I .-I Q M > Anln MI ICT Al Cn MCCT nD CVrCCn MTAI nrDTW DEnI ITDCMCnITC TAI TABLE i DPUVTDE FTI I FP RI nrV rENTFRFII TTGHT Tn TOP CHORD WITH 3 n nnlr_c Iucn InTAIT Tnlcrnl I TTrLIT Tn TnD REQUIRED PER 19/A-4SD GENERAL NnTES OR JOIST. EVERY THIRD BAY MAY BE , , , 1 =? HIYV 1'IVJI /1M 1'ILLI --.LLV 1'111V. D—TH V�VIIYLI'ILIYIJ11Y I I-1YVL VYLV JVIIY I. 11YJ1^LL I1V11i IV IVf (�- '.I- O Lf) LIn {L,f LU _I PROVIDE FOR SIDE REMOVED/PENETRATED FOR ( c V M N N U W J 5) FOR UNIFORM SIDE LOADS A CONTINUOUS BACKER BLOCK MUST BE USED. FOR ON POINT LOAD LOCATION AS (lOd) NAILS MIN. 3" O.C. EACH CHORD FOR TOP MOUNT HANGERS, TIGHT LOAD CONDITIONS , z 0- Q CONCENTRATED LOADS, USE THE APPROPRIATE LENGTH OF BACKER BLOCK (2'-4') NOTED ON PLANS. WITH A SIDE (IF REQUIRED BY POINT TO BOTTOM CHORD FOR FACE MOUNTED- HVAC/PLUMBING. BEARING PLATE FASTENED til (-- `-' = LENGTH GREATER THAN OR HANGERS. FIRST FLOOR TO CONCRETE WALL W cM rn C) rn w Zcf� AS NOTED ON PLANS. BACKER BLOCKS SHALL BE CENTERED AT HANGER LOCATIONS EQUAL TO BACKING BLOCK LOAD ABOVE PER PLAN) NOTE: FOR IRC 21009, 2012 ONLY. FOR IRC 2000, 2003, 2006 REFER TO DETAIL 12/A4SD. PER GEN NOTES O O O O � a (n Lu o INTERMEDIATE FILLER & 19 O JOIST BLOCKING UNDER 15 CONTINUOUS FILLER &BACKER 11 FULL DEPTH BLOCKING UNDER ��� OSB RIM &JOISTS 3� m BACKER BLOCKS @DOUBLE W.I.J. A-4SD ]DETAIL BEARING LOADS BTWN. JOISTS A-4SD BLOCKS @ DOUBLE W.I.J. A-4SD BRACED WALL PARTITIONS A-4SD PARALLEL @ END WALL A-4SD 8d 11-11' O.C. 16d @ 16" O.C. Lij J OJ z WALL FASTENSQUASH BLOCKS 1 1/8" OSB O U O RIM JOIST NAILED cC W ~ U PERATHING TO WNAILS.I.J. W/^2TOP ^3'; lOd TO TOP & BOTTOM LL- 0 En - SEr'rTnNS _,V. W 1. J FLANGES WITH I- �t DUIIUll ITVI AL O z U) AND (16d) @ 8" O.C. I / 2-3"(10d) NAILS -I } O z DETAILS EACH T- L b M•-I Lum z W.I.J. GIRDER [a'_ I— O 0 - DOUBLE: W.I.]. GIRDER W/ FLOOR = d (p O END BEARING JOIST OHA HANGER N OR PER PLAN. (JACK STUDUIV. BUILT UP S OR DECKING FLOOR FILLER BLOCKING HANGER, AT EACH S�M�PSOQ OR RQUIV. I� DECKING T-�LLA J W -� NCR Lu vNDIIIUNS n i PSL COLUMN) SEE DETAIL 19C/A4SD FOR PER PLAN O I„ W S PER DETAILS pp _j = 1/A-4SD USE 2-3 1/2" i ii i i i INTERMEDIATE FILLER. / J Q 2/A-4SD (16d) NAILS PER 1 3/4" X 14" LVL SEE DETAIL 11/A4SD FOR / --� U 12/A-4SD WIJ AT 1 1/2" MIN.CONTINUOUS FILLER WITH z Q (h >- FROM THE END GUSSET @ @ 18" W.I.]., 2x4 WEB m �� STAIR OPENING MULTIPLE SIDE LOADED / (n w z WALL OF THE JOIST STIFFENERS, REFER TO CONDITIONS. 4HFATHTNC DETAIL 1/A4SD ...... WIJ �W I'AKALLtL - - lw 10 vv.1.�., xx"r vv[D @ 10' W.I.J., 2X4 WEB z O PER CONDITIONS PER STIFFENERS, REFER TO STIFFENERS, REFE! SECTIONS Lu � W O AND 3/A-4SD DETAIL 1/A4SD DETAIL 1/A4SD = _ z a, U In DETAILS 1" OSB STIFFENER - U U W (n TO BOTH SIDES OF GIRDER ADDITIONAL 1" OSB-RIM JOIST 0_� O J��BLOCKING UNDER ANY DOUBLE Q O p z0 @18" W.I.]. (2x4+2x12) 2X SQUASH BLOCKS 1" OSB STIFFENER - d REQUIRED BELOW LENGTH E JACK STUD (1 KING & 2 JACKS) J J LLJ � W ,_, LENGTH EQUAL TO FILLER- EQUAL TO FILLER BEARING PLATE J J , pj R GREATER POINT LOAD LJ (16d) @ 8" O.C. ONLY WHEN THERE IS MORE THAN BUILT UP COLUMN ONLY WHEN THERE IS MORE THAN FASTENED TO �ONDITION A EXTERIOR WALLS O O +-1 i/8" GAP BETWEEN THE TOP CHORD (OF ( PER GEN NOTES z 1/8" GAP BETWEEN THE TOP CHORD OF CONCRETE WALL I-_ F_ O U W a z TOE MAIL OSB THE W.I.J.) & THE TOP -MOUNT HANGER. THE W.I.J.) & THE TOP -MOUNT HANGER. 1 Z W Lu O RIM TO DBL. WHEN THIS CONDITION OCCURS, NAIL WHEN THIS CONDITION OCCURS, NAIL Lu U 'lP ES ti,/ STIFFENER W/ 3" (10d) @ 3" O.C. CUT SQUASH BLOCKS STIFFENER W/ 3" (10d) @ 3" O.C. 27- U Q ( NAILS VERTICALLY & HORIZONTALLY. INSTALL 1/16" DEEPER THAN VERTICALLY & HORIZONTALLY. INSTALL CONTINUOUS SUPPORT FASTENER SIZE TIGHT TO TOP CHORD FOR TOP -MOUNT I JOIST DEPTH TIGHT TO TOP CHORD FOR TOP -MOUNT W 0 � Q AND SPACING AS HANGERS & TIGHT TO BOTTOM " p U � J PER BUILDING HANGERS & TIGHT TO BOTTOM ( 2 x SILL PLATE )Lu Lu L Q a In CODES CHORD FOR FACE -MOUNT HANGERS. CHORD FOR FACE -MOUNT HANGERS. = z 0 u Ln z (n 17 14 10 HANGER CONNECTION TO 6 2 o W DIAPHRAGM & 18 DETAIL @ FLUSH W.I.J. TO W.I.J. W W � RIM BD. NAILING A-4SD STAIR OPENING A-4SD A-4SD SQUASH BLOCK BELOW POST A-4SD SUPER I GIRDER A-4SD BEARING ON CONCRETE WALL A-4SD (USE 2X SQUASH BLOCKS TO T (n Q Q = BEAM LOAD OR LOAD FROM UPPER TO LOWERRANSFER LU W W F- WALL. FASTEN SQUASH BLOCKS ADDITIONAL 1" OSB RIM JOIST 1 1/8" OSB RIM JOIST TO a 1-I LL TO W.I.]. W/ (2) 3", 10d NAILS BLOCKING UNDER ANY DOUBLE W.I.J. WITH 2-3"(10d) Lu = _ 0 SIMPSON OR EQUIV. TOP & BOTTOM). SQUASH BLOCKS JACK STUD (1 KING & 2 JACK) OR U F- IL JOIST HANGER PER PLAN TO BE 1/16" DEEPER THAN JST. DEPTH af � z GREATER POINT LOAD CONDITION NAILS TOP AND BOTTOM O U) (n AT EXTERIOR WALLS (TYP.) u- O z INSTALL 2 X BLOCKING 0 p m O 15" TRUNK EACH SIDE OF DUCT) ON ADD SOLID BLOCKING z ( @ 18" W.I.J., 2x4 WEB Q Lup Q DUCT 1 SIDE OF I JOIST TO STIFFENERS, REFER TO EVERY SPACIN6THER (NOT JOIST 1/8" TO 1/4" GAP F-' 16" MAX. OPENING BE CUT FOR DUCT WORK. DETAIL 1/A4SD O Ln < AT CENTER LINE OSB z z LZ > BLOCKING FLOOR DECKING o� 1" OSB STIFFENER - DECKING b z w SINGLE W.I.J. LENGTH EQUALTO FILLER- / ONLY WHEN THERE IS MORE THAN oLu LL- O PARALLAM OR 1/8" GAP BETWEEN THE TOP CHORD (OF I I (4) 10d NAILS LuO >a v BEAM THE W.I.J.) & THE TOP -MOUNT HANGER. I I O WHEN THIS CONDITION OCCURS, NAIL I I z L Lu STIFFENER W/ 3" (10d) @ 3" O.C. VERTICALLY & HORIZONTALLY. INSTALL Q LL_ TIGHT TO TOP CHORD FOR TOP -MOUNT / Fes- U U NOTE: HANGERS & TIGHT TO BOTTOM I JOISTS I NO GAP Lu 0- z LL- z z DO NOT CUT I CHORD FOR FACE -MOUNT HANGERS. @ 18" W.I.J., 2x4 WEB I JOISTS Q I --I TOP OR BOTTOM U) m FLANGE OF I -JOIST STIFFENERS, REFER TO 2-3 1/2" (16d) NAILS INTO uj LU W DETAIL 1/A4SD WALL PLATE (TYP.) z = N THIS HOLE SIZE HAS 1 1/8" OSB HAS BEEN APPROVED JOISTS MAY BUTT TOGETHER OR BYPASS RIM JST. BD. @ NAIL BLOCKING TO OSB @ 18" W.I.J., 2x4 WEB STIFFENER EACH E- O BY MANUFACTURER'S (6" MIN. OVERLAP FOR BYPASS) AT INTERIOR EXT. WALLS (TYP.) w/ 2-3" (10d) TOE -NAILS SIDE OF WEB, AT EACH END OF JOIST Q m U ENGINEER BEARING. 1 1/2" (MIN.) BEARING REQUIRED TOP AND BOTTOM (TYP.) DOUBLE W.I.J. FOR EACH JOIST. FASTEN JOIST TO O z O J INTERIOR BEARING WALL WITH 2-3 1/2" (16d) NAILS J 1 W o � 16 13 9 OSB BLOCKING DETAIL 5 1 � o z z = TRUNK DUCT THROUGH W.I.J. A-4SD FLUSH BEAM CONNECTIONS A-4SD INTERIOR LOAD BEARING WALL A-4SD L1u EXTERIOR WALLS A-4SD JOISTS PERP. @ END WALL A-4SD kn kn w o (1, („Ooo U_j LU zIn Lu IT IS HIGHLY RECOMMENDED THAT CONSTRUCTION ADHESIVE BE PLACED IN THE BOTTOM OF ALL JOIST HANGERS TO REDUCE FLOOR SQUEAKS ~ "' JoceJ (gi � 2! W 0 Z C� 2� QQaI-- RTAL NUMBER O u 0 0 w Q W Co O of il: _ O Lu L L�0 0o > o �W0 Q w U > O 050 w U) uj 0 W w � � wz¢ � O O w z � =0CQ � o0 xin- U) �ow cl� U m OU O z W ¢u-�7_ zzw vW_j �aa x �U) W¢ cn Lu �o W CID Lu J O Z oU)o o U) o�zui O 0CL z o o No w=O(w!) �a�- a=")m >- cn w z o z O 00 Lu;4wx ZQUC�) z O OLu O w�vr- (_9'zaz 0 �z=o o�Ja U)¢¢cn x co(D 0 z z w � tu (W Q Lu Lu qf�z� 0 U) O z w 0 z Q Z O Z w > z U) w o 0� z^o z � oo�o ¢ LE U P Z � z W W U) Co I- Lu z Q m U viz�u zOoo '-' {ibb J) zoW o z z x U-00o Q U Wow LJJ S U) Co u J J LLJ Q Q � O 54'-8" 12'-8z" 12'-6" 81_5111 21' 0" F�_nln " "2 b'-3" b°-3" PRE-FAB CONC. rA STAIRWELL INSTALLED IN A7A STRICT rA ACCORDANCE W/MANU. REQ. A7 I IF O Cn �, O (1) Q W Q W N O 10 0 I� i ,................. E 00 NM : W Lo rl �n E Oil I 5..._........... €� AREA CALCS: FOUNDATION TO BE DAMP PROOFED p_1 EL. +8 3/4" (n OR WATER PROOFED GARAGE STEM BASEMENT: 2,037 SQ FT [] APPLY 1/2" GYPSUM BOARD TO 7'-4z" 11'-s2" A Z FIRST FLOOR: 2,077 SQ FT UNDERSIDE OF THE FIRST -FLOOR 14'-�„ i9'-i" A7 Q SECOND FLOOR: 1 669 SQ FT ASSEMBLY FOR FIRE PROTECTION � 33'-8" 8'-0" 13'-0" GARAGE: 667 SQ FT BASEMENT LEVEL FLOOR PLAN 54'-8" _ TOTAL: 6,450 SQ FT Scale: 1 /4" = V-0" DEVONSHIRE ill STEPS TO - - - - — ZB% bo LL bo CD j f El F rA C) CONFORM I EL. 0" TYP. BSMT. - M _ TO GRADE M A7 WINDOW I I EL. 0 W8X18 STEEL BEAM 0 FiJD-iLLJ [SUMP BASEMENTLo PIT CONC. SLAB LOCATION I I J o I I 82 11' S" 10'-14" 10'-9" CANTILEVEREDicy FIREPLACE if it 44 X44 X15 TYP. BSMT. � n n I ABOVE CONC. FTG. COLUMN ON W8X18 STEEL BEAM I N _ 40 X40 X15 - - - 4'-64" 3'}5$" CONC. FTG.o BEAM POCKET W8X18 STEEL BEAM — — — N (TYP')Lo — \\\\\�oo��aw ONN� �i e /////gp111111 f 11►1U1. a Q� O .fl (n (/) = N a1 Z pi O U � _ L ccO i, U O ' N w � .L � ,� V' N I i �~ w � � z W � O o Q Q€ o' O Q 0 O I €.,U x i i 3 �z a z 3O I— 0 O c� w I � z w MQ SERIAL NUMBER 1015 0 0 w Q w Co O w x 0=F, Z U.i 0 0- x to oi O O oho Q W G O Q w 0 �aQ cl) Z u w 0 Cw 0 w w rl� CL w z cl� Q C)� O O >- u- w = O m L O 0 x a � w � 0 QC U Lu 0 O z Lu Q Qu-� Z Z W Q O � J zaa u z U) w Q x 0 H O m L ��z U OF-LL. u O o�z(D o�z � CE � LU LLI LLu 0 (j) m J = z<} Q Q x m oz00 w�wx Z U Z 0 0 0 z O Q ~ w w a z z w > 0 'U) Q Q (n x 0 O z w w w U) Lu Q O x � Lu w U) w �u� z 0 0 z W v) 0 a ¢z0Q v o z z w (n U p z Z LLJ Q Z r O O � ¢-'EL4 LL v0 z a z w w Co C� x w F- zF-x� o < U ujZ Ju zOOu- ���0 UJLu0W � z w �00E-- QUcjW 0 z Co J C'f J aaa? AREA CALCS: BASEMENT: 2,037 SQ FT FIRST FLOOR: 21077 SQ FT SECOND FLOOR: 1,669 SQ FT GARAGE: 667 SQ FT TOTAL: 6,450 SQ FT 5/8" FIRECODE DRYWALL ON WALLS, AND COMBUSTIBLE STRUCTURAL SUF FIRESTOPPING TO BE PERFORMED PE TO CUT OFF CONCEALED DRAFT OPEP SEALANT TO BE RATED AND APPROVE USE. FIRST FLOOR PU Scale: 1 /4" = V-0" DEVONSHIRE 54'-8" II LATERAL BRACING II THTS H011SF HAS RFFN FN(;TNFFRFn TO RESIST ASCE 7-10 WIND LOAD USING AN ENGINEERED METHOD FOR 100 MPH BASIC (130 MPH ULTIMATE) WIND SPEED. FOR OSB + DRYWALL ATTACHMENT SEE A41-1 DETAIL SHEET af O V) z GON�N� ,...... •�Ti • i a a a Z Q1 O U fn m L L O U Ur R O E 7 O cu L w d N— L (O n ^ m -_, d' 0 M 0 < °- rn N ro Lo 0- .; N 0 - (D O 2 0 O 0 0 Q, J CY) < N µ, U N Ln N � O Z s Z € O e—a Z w ca: w Lu L 1-1 H W W w Q 62 co_ cn O w O w L J di w O p Q 0 U' N Q O o rn : 3 t' Lam; 3 3z 3 3 LL. # ; oCLu Lu u- z SERIAL NUMBER 1015 O u O w ?�o C)r, W T- o uj z �w O QLZ:)� 0Oz t>FO p S p w Z Q w OU 0 > Q Q c) z Lw0 �0Lu w:� oil-, a. U i J � Q Q W a� 0 0 u- >- L-- W W Z _I = 0 Co F- L.Li 0 ,._, O af Cy-} U W m 000 W Qu-�i z z w Q O � J Z a Q u z U) w Q U) = O F_ O o m L J O Z o u o 0 � Z o�z fit 0 IOL 0 �om w I=- mJ= J Q Z Q U7 Q T � m U) Lu 0 z 0 0 z�vc=n z cn O 00, Q F_ w W z w W O U Fv'i Q Q v' Co (D 0 Z C Z W W W U) Q M _ Q W I` a 0 U) 2: W � =)~ LLL O U) 0 Z O OLLJ z Q z O Q 0 Z w Q z > > z �" Q z �o uj 0 0 0 W i zWzz a� wWU)m ( = W F- oLu QU zo�� 00 u,W0� z W (-000~ (! � Q U o�U)m -1 CC J ¢aaF- MIV SET 2X4 STUD WALL FLUSH W/ TOP OF STRINGER 2X4 STUD WALL SET AFTER STRINGER RL nrV Tn RII IPPnPT STRINGER 2X6 STUD WALL TO FOLLOW BOTTOM OF STRINGER DOWN TO FLOOR HGT. OF 2X6 WALL VARIES AREA CALCS: BASEMENT: 2,037 SQ FT FIRST FLOOR: 2,077 SQ FT SECOND FLOOR: 1,669 SQ FT GARAGE: 667 SQ FT TOTAL: 61450 SQ FT SECOND FLOOR PLAN Scale: 1 /4" = V-0" DEVONSHIRE 54'-8" II LATERAL BRACING II THIS HOUSE HAS BEEN ENGINEERED TO RESIST ASCE 7-10 WIND LOAD USING AN ENGINEERED METHOD FOR 100 MPH BASIC (130 MPH ULTIMATE) WIND SPEED. FOR OSB + DRYWALL ATTACHMENT SEE A41-1 DETAIL SHEET V) W Q F— W • o GIST a a a a s a a er er a a f.q L a Q a M'y a (n Q �c > on (!1 N muz a O U 5 L L C7) 0 m O U -o -m- a)- E c 0 > E M rn m r, a^ ui d' w 0-) M Lo UJI °- rn N Lij 1 I UJ N a o Zv o -or o � M < -i L 1 2 +-+ 41 41 Cy) cB CL - ( N 0 ...k 04 :s �.< z }; ul '• W 3 t� €u i t� <. UU w` w F ul Co _ �. t K �...x f CL 0 ; w ,. O w w 0' O o I �U Q o, >- d- O i o m o €-? 3 L 3 i i i 3 z i O O M LL ?:` �...`3 3 _. i O U €.I.# :SERIAL. NUMBER 1015 O 0 O w Q W [: Co O _ 0_� z O 0C)Lu o > H F- w z Q w 0 0 joQ z >w0 U)= Wow w z 0 O w w = 0 m Lu Zo o a _ W O � V m 000 w E Q w z z w Q Ln O > � J zaa �Q1) cn w 0 =oo mug �0z 0 v, OC.',�z� 00z o 0 ~ 0 w=O(WJJ F- M J uj = J < �-- z<U) Q -� m >-V)wz p z O o w w = z�U(n v O 0 O Q w � w :71 uj > O z = 0 J Q LO < < U) � uj cn 0 z 0 Z W w w 0 (n ¢ 0 = � oU� w � DUI= -- � ;2!O U) O U) Lu w0 U O z� ¢z0< pzz¢ z w > cn w_ 0 Q w�- a a o 00Lu QUJ�u- F-UV0 z dLLI z wWU) zF=U) 2E , o Q�mv ui 14z O O W 0 n W..•O� w t 0 Z z = O O 1- Q V U LLJ N 0 z H m 3 J 0 J .J z 1j 0 Q¢a F- 0 FIRST FLOOR FRAMING PLAN Scale: 1/4" = V-0" DEVONSHIRE DEPTH JOIST "KING @ 48" O.C. SCENT TO FND. WALL 1` FRAMING LEGEND DIRECTION JOIST SPANS JOIST COVERAGE AREA L JOIST HANGER r HANGER SCHEDULE JOIST MEMBER SIMPSON HANGER OR APPROVED EQUIVALENT 14" ,16" JSI TOP MOUNT ITS2.56/14, ITT314, TIT316, SINGLE TOP MOUNT 91/4",14" ,16" JSI FACE MOUNT IUS2.56/9.5, IUS2.56/14, IUS2.56/16, IUT310, IUT314, IUT316 2 - 91/4" JSI - DBL FACE MOUNT HU310.2 2.14" JSI - DBL TOP MOUNT MIT314-2 2 -16" JSI - DBL TOP MOUNT MIT5.12/16 13/4" x 14" & 13/4 x 16" PSL HUS1.81/10, HU14 SINGLE PSL HANGER 31/2" x 14" PSL 31/3" HU414 FACE MOUNT, HUS412 IF LOAD PERMITS 31/2" x 16" PSL 31/3" HU416 FACE MOUNT, HUS412 IF LOAD PERMITS 31/2" x 14" & 16" PSL (51/4") HHUS410 FACE MOUNT 51/4" x 14" & 16" PSL HHUS5.5-10 14" SKEWED JSI RH/LH SUPL310 14" SKEWED JSI RH/LH SUR/L310 13/4" X 14" & 16" SKEWED PSL RH/LH SUR/L1.81/11 RH/LH 18" WIJ TOP MOUNT MIT418 18" WIJ FACE MOUNT MIU3.56/18 18" WIJ DBL TOP MOUNT B7.12/18 13/4" X 18" PSL HUS1.81/10, HU14 SINGLE PSL HANGER oc O V) 0 z \\\\�"\\0 • �•I�U <ur s eG�G , " xr••. /Vp Q H QQ Q a Q a a g Q > alA �� L L vn ( O v% � U 4 o U a E 4 ` � _ .� n .L dl n F m A, Q r 1 Iq NT .:. d r �. VI M `- Lo a M a� 1-0 a.:_ 9 o o Q M 4 J O w ; v CV O c„ I0 N i 27 s ? 's E k1i ; ".� U.3 Lu F--00 �: 0 LU w� O µ. Lx LLI 0 0 0 3 O �C O€ o H : € an o J €, qW'z € z €j 3 i �z a 0 C % i O 's LL. w �..... : Lu LL SERIA'. ;� r�'°��BER 1015 0 oWa w Co j�0 w O = F_ Z 0 O J v G w O ui oho p � Z Q W OU 0 ujaa z w O w w 0 W � d � � zce W cl:� o 3:oLL. wLu z =0`m_^ FW—O�- (!) DE ou�j } U m 0 0 z L, 22 a <~� oLL-� z ` w a0> J rz1_ - d V) w<� =o� 0 m o J 0 Z OO u O 0Wzvi L n u;CCooz� 0 w=Oc�1 F-- < 0 ~ Q=`f'CCo >- viwz mp Z O 00 z�Uc= z O W z O Q ~ w z Lu a z w OU Q z = 0 �Qacn Co (D Z 0 W w '-' Lu cwnQO= Lu Q W i--U P 0 In z0 z 0 m O Z ozz¢ W U)LLl0z Z ,--Y 2'-5SeP� 0 p z w z z w0- '--' w w U) m CD = w H- z F- U) H o G LLJ Q LmL U z000LJL F--I �0 tL� o z O w u-00~ <UU) 0 z Co F -1 J 0 � J ! Q ¢ d O 1T YY .1.J. l; 1✓ V.V. 1T YY .l.J. ` LT V.4. A A7A ,)_,)voncc J-G/\V V.J.J. A 1 K LB. STRAP ON......... _ ................._ ' __._......_... ...... .may ........A .•••_.•.•.•_.••.. OUTSIDE FACE E A7 OF WALL i III — = — — _.—.. I LUSH PSL TO POINT LOAD (TYP.) r.................:....._ ..._....— _........... �.......... R 1,4„ MI 3- - ..... .....f i I BEA N X1 HD...__ X1 HDR ____ 2X10 HDR 11 -0111 , " 71u i In Ili " n i u 3n •i_ In ` .?� .................. ..... 4 1-7 4 1-7-40 4 3 1/2 IX 14 : 10 1- 9g 1 24 I 5 1/4" X 9 1/4" FLUSSO PSL 4"..•••••""""'•"" DROPPED PSL ..............��nr�r:.......... �. , is I i I� I w .. Co m I 1= I -'CL I� I : � X :..:........................ apI T� L............... . ... x ZD 0 7 O M ' -4SD 13 14'-0" STAIR OPENING .._ ?... ...... ..... .............................................. .. .................. _ ... y _._............._........_ -._.� ....-.._....._...__ 5 1/4" X 11 1/4" ................ L......L............IL......3L.....y.. --� F DROPPED PSL BEAM .. .......... I i II i fl I: i L_......... .... j is ".F i:' ,: ....... ... :............................ ! E.. .. •. ............ .. r ( I� i I ii : a� l D4S Fj- E/i ui � ' Tn .. � I o 00 0 w 0 Co ..:...... / I N O Co N RIM BOARD & - — — — o M RIM BOARD & W.I.J. ON WALL ' ..... .. .. _ F _. E 0 _ _._. ___ . m W.I.J. ON WALL FRAMING LEGEND ..... .... .......... . 1, 7 v..........--::....:�.-...•........: ::::...:.:. E DIRECTION JOIST SPANS TYp TOILET DRAIN 13 5 1/4" X 18" 7 7 JOIST COVERAGE AREA Q 11 -4S FLUSH PSL BEAM -4SD -4S 14" W.I.]. @ 19.2" O.C. JOIST HANGER 'f� - 1 s' i'-1' '- 0 L InTST HANGFR z — r _._. ......__.. (TYP. )Lu Lu L L _.-d LL­..-__jL-_j1 L J L. _ J . L..... J . L.. _ L... %. U) M - �� w !Z Ol V J z STEEL BtAM w ~ J a1 PER PLAN Co J x w ! _ POINT LOAD ....... .................. I-u J ` 1 cH V.. 3-2X10 HDR. I o J �n I 4 Q ......� • I -4SD u ................................. �? Q OX1 RTnrF LuAV u 3-2X8 D.S.S. 13/4" X 14Lu A7A BOARD FLUSH PSL BEAM � 14" W.I.]. @ 24" O.C. cn o SIM I I a ` 2-2X10 HDR. 14" W.I.]. @ 24" O.C. 14" W.I.J. @ 19.2" O.C. X I _;� V 1 N x.................. { ENGINEERED ATTIC TRUSSES W.I.J. HOLE CUTTING CRITERIA 3 -2X12 _ ` A M O ........................................... A7A C MID SPAN 0 : ......p 1 1/2" DIA. HOLE MAY BESQUARE MIN. 1 EI 2" BETWEEN AN 11" DIA. HOLE O A7A I LOCATED ANYWHERE IN WEB. SQUAR EXCEPT AT MID SPAN MID -SPAN ONL . € ............................ p END BEARING C = CONDITIONy IMAN I - J - A7 SIM -6" MIN D 2D 2L L 16" d ;.. .. d INSIDE FACE 0' 6" MIN. MIN. MIN.'10"x16" HOLE MAY \i IN SUPPORT SQUARE HOLE SIZE IS BE CUT AT .8 OF ALLOWABLE ROUND MID -SPAN ONLY M 0'-6" MIN. HOLE DIAMETER W x ^� cV 2'-0" MIN. ALL MEASUREMENTS ARE FROM CENTER , V 3'-0" MIN. OF HOLE TO INSIDE FACE OF SUPPORT M L0 NOTES 1) Hnl F I nrATTTINC ARP RACED ON STMDI E SDAN DFSTGNS UITTI-I I INTPnDM I OADTNG nF I ID TO,10 2-2X8 D.S.S. PSF LIVE LOAD & 20 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING .............:.........: I ' 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO .8 OF THE 2-2X8 D.S.S. EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN ? EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.8 X 10 = 8" SQUARE HOLE WHICH MAY BE LOCATED _ ..................................: AS SHOWN ABOVE FOR A 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. FOR OTHER HOLE CONFIGURATIONS, , w rA RECTANGULAR HOLES OR MAX. HOLE AT MID -SPAN PLEASE SEE THE APA GUIDE FORM NO. EWS Z725. A7 �� CHART FOR SIMPLE SPANS WITH OUT SPECIAL LOADING CONDITIONS 0 � DEPTH (IN.) CIKt ULAK HVLE UTAML I EK (IN.) 2" 3" 4" 5" 6" 7" 8" 9:: 10" 11.. Q 9.5" 1'-8" T-O" 4'-4" T-8" 7'-3" 14" 0' 7" 0'-8" 0'-8" V-7" 3'-2" 4'-9" 6'-6" 8'-4" 10'-4" Z 16" 0'-7" 0'-8" 0'-8" 0'-9" 0'-9" 1'-10" 3'-6" 5'-2" 7'-3" 9'-6" 18" 0' 6" 0' 6" 0'-6" i'-0" 2' 0" 3'-0" 4'-0" 5'-6" 6'-6" 7'-6" SECOND FLOOR FRAMING PLAN '-6 1-6 1-6 15" '-0 16" 11,2 0"Scale: 1/4" = V-0" DEVONSHIRE 18" " 10'-0"moo 411 HANGER SCHEDULE JOIST MEMBER SIMPSON HANGER OR APPROVED EQUIVALENT 14" ,16" ]SI TOP MOUNT ITS2.56/14, ITT314, ITf316, SINGLE TOP MOUNT 91/4",14" ,16"JSI FACE MOUNT IUS2,56/9.5, IUS2,56/14, IUS2.56/16, IUT310, IUT314, IUT316 2 - 91/4" JSI - DBL FACE MOUNT HU310.2 2 -14" ]SI -DBL TOP MOUNT MIf314-2 2 -16" ]SI -DBL TOP MOUNT MIi5.12/16 13/4" x 14" & 13/4 x 16" PSL HUS1.81/10, HUi4 SINGLE PSL HANGER 31/2" x 14" PSL 31/3" HU414 FACE MOUNT, HUS412 IF LOAD PERMITS 31/2" x 16" PSL 31/3" HU416 FACE MOUNT, HUS412 IF LOAD PERMITS 31/2" x 14" & 16" PSL (5 1/4") HHUS410 FACE MOUNT 51/4" x 14" & 16" PSL HHUS5.5 10 �n nvnurn nr nn n :: 14 JIICVYCU JJl KT1/LI1 JUR/L31V 14" SKEWED JSI RH/LH SUR/L310 13/4" X 14" & 16" SKEWED PSL RH/LH SUR/L1.81/11 RH/LH 18" WIJ TOP MOUNT MIi418 18" WIJ FACE MOUNT MIU3.56/18 18" WI] DBL TOP MOUNT 67.12/18 13/4" X 18" PSL HUS1.81/10, HU14 SINGLE PSL HANGER -fff C co 0 fu kn fLu Lu LU UJ uLo Lu Lu 0 wrro Q 3 N° o gook, Q a� a a Q a Q� a Z� o U VI � L � O Cif CJ � U to r-f � � n � � Q n o� Y- Lo I.Ll �n N N O � z E--a W I� W w � O 0 � Q U 1 s I JO, : N Q ' 0:: o € rn 0 m o K I I U€ U z I z j G J V 0 I z I O Im � P-1-RIAL NUMBER 1015 wrro Q 3 N° o gook, Q a� a a Q a Q� a Z� o U VI � L � O Cif CJ � U to r-f � � n � � Q n o� Y- Lo I.Ll �n N N O � z E--a W I� W w � O 0 � Q U 1 s I JO, : N Q ' 0:: o € rn 0 m o K I I U€ U z I z j G J V 0 I z I O Im � P-1-RIAL NUMBER 1015 a 0 U a� 0 a m t-- L U C O w Q w m O w O Lij Lu O O O 0 Lu O Q w U Lu O Q O = z 11 o w j Lu0W w::D U J w Q ct� Q O OLu 0 w Lu w J � O m Lu 0 t-- O n- a. Ow ot� U w � � m 0 O z LU Q ¢u-� z 0 w Q O > z a Q u z U) w Q U) = O cl� O 0 U m U) v O O H U o�z(D ooz u')� � LU (n QL Lu w = (r) Lu Lu Lu J Q F- z¢(U-) Q Z ry m 0 z O O w w = zaUcn �OQL Lu Lu 0 QU)w� 0 Lu w w o > U z g J Q � Q Q (n 2 'r, w w LU (n Q 0 2 Lu Q Lu n- i--i w DUI=--� O O z LUo�p 2-- �Lu z�¢ U O U) C):� E 2, w Q a > U) Lu ® Q �oLu 0 w <Lu LL- LL- ('r) z w z Lu fl- u) U m (D Lu - Z L zLu ~ T Qv zzo o � 0 0 U "- ®Lu zOLu z z = Q O U) o J z w O QQa r FLUSH PSL PER PLAN 2X6 LEDGER W/ (2) 16d NAILS @ 4" O.C. GARAGE ROOF TRUSS W/ PREFAB NOTCH FOR LEDGER K"-'s�L F© TPUSS SUPPOOR-D\Iff �-RSCALE: 1/2" = V-0" t�1® 0 F F I� n M Nu`-] rmo _ /\ N Scale: 1 /4" = V-0" DEVONSHIRE J Wk F-44 (n �J Q W oo►►►�auuuunuruuiii�ii GON a • . f�����t1111tt►ItU1U►►►►��� Q Q Q Q > Q O vi -0 (n 23 � 0) _- p� //O�� U L I- CT V 0 "O Co 'fu v U N C O0fu L.L I- W, It uj I Q t- ' ^ z Lu Q 1'I N Lo N QuJ �D O:. _. O ,u 00 t0 Lo N 0M N O w 0i z t > kli U.J Lu tn Lu � Lu Lu Lu LL I ~ Q b z �--� I ul _► r€€ uj Lu o o o m o' 3 E i a aLu 1 CK, u ..� �J :..: ® o SERIAL. NUMBER 1015 O w ¢ w m � � O ��_ oLij� Lu O a� ooz w O LU ®� Z w ¢ w U 0 >¢Q O = z Luo w 0 7" ww o �C1.® ¢ af< LLIre 0 Oo wLL- Lu z J �ory) Lo0 �alU) Luo0w WUw m 000 LU QLL_� z 0�` ¢ O U ry,Lu J z ¢ H u U) w ¢ U) =o°G O 0 ® U m U) J O o V UO ♦� ) 0 Cn O ck:f o O m L c o CL Lu w=®(f) Lu Lu Lu I— � _ ® A U � ¢ _ m >— u') Lu mp z >O 0 U.1 Lu = z�Ucn z OLu z O ® O U Lu �U-Iwo (.J U < Q = z 0of_j¢ U) Q ¢ cn �.(ricgno ® I w w w I- C) dzt►uiC2Lu cn¢o= wwLuI-- ry0U� w ry U F— 1 CK=) a: O U) 0 0 (n o z� <zo¢ ®zW¢ U) U z �0�0 0 LLJ 00�L!� z ¢�u- z w z z Lu o_ w w vi m c�=LLuuI— zl—=(n oLu w ¢ co vizJLL_ ® O O v �Wu-ry ®z®w ti zz= T ¢ ® ® 0 o��m o� J 0 or J J�wo0 L ¢ ¢ I- s TOP PLATE 2ND FLOOR ALUM. GUTTER w/ 2X6 FASCIA W/ CONT. VENTED SOFFIT (IYP.) FLASHING (TYP.) SECOND FLOOR LEVEL TOP PLATE FIRST FLOOR jjIRST FLOOR LEVEL I/TOP PLATE /BASEM STOP OF BASEMENT SLAB 1X4 TRIM 1L" RAKE PROJECTION (TYP.) 18" X 30" 2X8 RAKE X;H F NON-FUNCTIONAL BOARD (TYP.) NGLES (I YP.) LOUVERED VENT W/ ••.- 4" TRIM OF 3'. -------- (TYP..... 2X8 TRIM ) -..-........ BOARD (TYP.) l __.......:: 12 ....�. . _.... 1X3 TRIM y" CROSSHEAD /.......__ ... ..............�I BOARD (TYP.) D-4 W/ KEYSTONE -- _ - ..... EXT-46 ........._____ Wit: 8" STONE CROSSHEAD RAISED 3 PANELED D-6 ,,.... :::-. ti 3/411 W/ KEYS E (TYP.) ..........................HORIZONTAL SHUTTERS A5 .�.. �.:�. - _......... SIDING (TYP.) __ r _ y 10 r. _... ....._.. _ ............. _....... ........._. _ -:... r FR13LLH xu. t }w.............5..: .:,�\ ..... ... ...�.- xx DENTIL MOULDING .....ten � .nrnnnnnnnnnnnnnrON 1X10 PVC TRIMBOARD _................ __.....-._ ` k ;_T ---BLOCKING AS . t. w I _ _ ; : zk� REQ'D TOP' PLATE 4" WINDOW 1 1/2" LAP TRIM (TYP.) 1X12 PVC DIRECT VENT TRIMBOARD FIREPLACE 2" LAP ..... MANUFACTURED •• ...... STONE VENEER MANUFACTURED CONC. PORCH RETURN STONE STONE & STEPS SILL VENEER (TYP.) HORIZONTAL 10" SQ. COLUMN SIDING (TYP. OF 3) SEE DETAILS IJA5, FRA�Okl � E L EV T ON Scale: 1 /4" = V-0" BRICK CORNER OR STUD CORNER 10", 3/8" MDO BD. 2X8 BLKG. PER PLAN ROOF RAFTERS NAILED TO 2X8 W/ PER PLAN (4) 10d NAILS 1X4 TRIM 1X10 FRIEZE 1X0 FRIEZE COLUMN 10 1/2" W. X PER PLAN 3/8" MDO BD. VARIES PER ELEVATION FRONT PORCH NOW 2"�STRUCT. EIGE BLAr/l 2,) SCALE: 3/4" = 1'-0" 2X8 RAKE BD. GABLE ENC TRUSS 2X4 LEDGER 2X4 FRAMING 2X6 FASCIA BD. —I VENTED SOFFIT- DENTIL MOLDING - 1X12 FRIEZE BD: 1/8"X15 1/2"X15 1/2". ALUM. PLATE @ COLUMN CAP WA 01ITRTf_(_F[? (nl 2X SOLID BLOCKING @ 16" O.C. SOLID VINYL SOFFIT 1X12 FRIEZE BD. 1/2" MDO BOARD COLUMN PER PLAN E A Hi L (05b C 0 L U M N CALE: 3/4" = 1'-0" 3" DOWNSPOUT TO SPLASHBLOCK TOP OF DEVONSHIRE D.S. D.S Scale: 1-1 /2" = V0 DEVONSHIRE V1UuP rIsej,. 10:12 Scale: 1/8" = V-0" DEVONSHIRE ALUM. GUTTER (TYP.) HII ply.•'. °•.T/� °°o F 0Ei .o EF 0 rrprmuwuv� e a Q a t Q Q i 'Fu a 3 z O m 0 reo A u c L o 1"1 L -,u L L E fB r1 n Q n a mot' >.. 0 Wit. Ln Q M n ¢ t 63 N E1 LO .. >.: O b , ;.. (C5 O uj V, 0¢ 0 Lo (D c� ¢ : ®" L 0 LL o o I I 1 o 1 1 S>""'y 1 Lu Liu 1 HI w Lu L w ¢ Fc7 Lu b � U CL O `u J w > L Lu 0 3 0 o Z U 3 ck� zs 0 ¢ o o o Co€ o 1 L ' < O uj 0 66 Oo 3 o > Ln w o w .0voe O ui SERIAL NU ER 1015 0 U 0 a I 0 O Lu < W Co O Lu O = z ®yj O J ®moo ® Luz ¢>U Lij O z J a Q z >wo (1)� ®0w ��� �C � ry<ry ¢ QC)® >- Lu Lu 2: -J 7-0 Co H U) LoCL 0 �oLU oi� ry U L LJ a w co 000 ,,,ESE¢ Qua Z z w Q O > z a w Q U) =o� �o 0 0 U m (n �0z U O H O LL- Q U-) oC."�z(D ooz w m z oLU o U)o w=0(wn coLu J = J U ~ =U)m p z O 0 Z � U LU w � O of Q w � LLJ Lu Lu 0 �z>=o ¢ Lf)¢Q(n v=)o m('^^(z 0 v/ = w W Q Lu Lu (nQ0= L.uoW� a w of � �~z� O (n O Z o oO U)O zp ¢z�Q pzW¢ U z ,w-, Q ���o o z W Lu ¢�� � zLU z OLu z a� w w U) m (D = Lu I- z F- _ y � H p 7 Lu ¢ U uj J z00L- • w L U) 0 z O w zz= Q O0 U O n 0 Z Co Y ' 1-1 w J t] J z w O L Q Q o— F- 4 VINYL TRIM BY SIDING CONTRACTOR (TYP.) TOP PLATE HORIZONTAL SIDING (TYP.) lworkITaiIo771 TOP PLATE Tim FIRST FLOOR ---------------------i I FIREPLACE I I I ________So ELEVATION __________�� Scale: 1 /8" = V-0" DEVONSHIRE }w FR42 D-z" I II m� A/C CONDENSOR _ _ _ � I I I ----- - BASEMENT SLAB I I _=�_ ---- __--- --- --- _---- __--- --- --- ___---- _____� SIDE ELEVATION Scale: 1 /8" = V-0" TOP PLATE 0 FIRST FLOOR DEVONSHIRE ROOF SHINGLES ................................................... (TYP.) ALUM. GUTTER ON 2x6 HORIZONTALFASCIA w/ 12" CONT. ................................................................................ rFR-12 VENTED SOFFIT (TYP) SIDING (TYP.) _ _ - ............................................................................................................... - - 42 TOP PLATE � 4VINYL TRIM BY SIDING-� CONTRACTOR (TYP.)- - DOWN SPOUT W/SPLASH BLOCK ..................... SECOND FLOOR, W6 Ad TOP PLATE 11 MEN p ■■■ ■■■ ■■■ _ ■■■ 1■■ 11 ■■■ ■■■ ■■■ ■■■ IIIONE 11 ■■■ 11 ■■■ ■■■ ■■■ 01 ■q........ .... .......... ............................._ ■■III 10 • ■ ,o DIRECT VENT I PT STEPS TO I I I I FIREPLACE M� 2X12 P.T.I I GRADE I I I I KICKPLATE 1 I I I I I BASEMENT SLAB -------------�---��------- L—Z--T REAR E LEE 0 N Scale. 1 /8" = 1'-0" DEVONSHIRE `\`Gpuuuutu►ullli�l oN E � Q d • 0 m 9oj �cG FGISTER ED A"�;���`��, a a< a Q Q Q a Y > f° Q o V) � � o U m 0 C2 > U E m ro ro Q� P 1 r d' Ln am z Lij V N E 0LL (o 0 Lu� o `o _ .� rn Q < N - Ih (D N 0 C Lo O z z � z I Lu 1-1 LU H uj Q �I = m � _ � o cy�w w J w OLu p U I O a o �- � N O o � ttj o 3 d z t z; I z Q W J W z oc Ln ui °C Ly L. 1� Wuj p ($ ( ( I SERIAL NUMBER 1015 0 u JryJ` W 0 OL I p OLu< Lu rn o! 3�: Lu LL . Lu O C�LZDU) 0oo ®moo ® � O Q Lu U p Lu J � � >L a O L Lu Lu 0 w W ct�Q® Lu < ry Q �i-ifo O U-- LL- W = J ti- O ®� o 0 (D®ofU uj Lu 0 0 Lu <� LL 0 Q®� J Q Q �zU) Lu¢ cn =o� �o 00v coU);� J O O V� O LL. p cn 0 f):� 2-1 0 0 z w rn O 0 : LL1 w o� ��J= —C < �-- C < U) �1 �- Lu Z 0 0 0 Lu Lu Z U C!) �0 0 Q ~ CDU® LLJ U-J 0 U L cn ¢ ¢ cn �cn'no En 0 Lu ur F— 0 � B p = Lu Lu P— ry0U) I- L.Lj LLJ o%u~� 0 U) p o v, o �:L:u:,o� C) < cn Lu 0 23' 0E0 ®p � w ¢.du- LL . V z u z O wL-86m � ~ U) Lu < U viz_L z"o LL- 0 j V La_ � ®�®w u;00 <u I ® � V; rn ¢¢�� 1 ENGINEERED ROOF RAFTERS ROOF TRUSSES PER PLAN PER PLAN RIDGE BOARD SHORTENED DOUBLE STUD WALL PANEL @ 7'-9 7/8" BEDROOM #4 3/4" T&G SUBFLOOR ON FLOOR FRAMING PER PLAN ROOF LINES BEYOND BATT INSULATION (TYP. ) 2X6 COLLAR TIES PER PLAN 12" DROPPED LADDER PANEL PSL BEAM PER PLAN LIVING ROOM LIBRARY 10" DIA. DKAN VENEER COLUMN (LEX. ONLY) I STEEL BEAM PER PLAN BASEMENT7,% BASEMENT WALL AND FOOTING PER FND. PLAN CONCRETE SLAB FOOTING PER FND. PLAN OOLDONO OHO OFA ENGINEERED GABLE END TRUSS 12" GABLE PROJECTION �D UILD 0 N O O EO T O0N Scale: 1/4" = V-0" DEVONSHIRE � A7 % Scale: 1/4" = V-0" 5'-412 8'-11'1 DBL. 2X6 BALLOON FRAMED STUDS @ 16" O.C. F A M 0 LY Fo00 M 0 � D E VgALL Scale. 1/4" = 1 I-0" DEVONSHIRE En 71 �nll rl rl nil 1 J -lU 0 -0 q -ZS .5 -lV- 3-2X1 HDR. 3-2X 0 HDR. 3-2X1 HDR. 111' 3-2X1 HDR. 3-2X10 HDR. 3-2X1 HDR. 2X6 BALLOON FRAMED STUDS @ 12" O.C. F ° M LY ' 100 M� �, ,, OBI ° LL Shale: 1/4" = 1 I-0" i—AlviILy INUUM z BODE VVALL A7 Scale: 1/4" = V-0" DEVONSHIRE 3'-8111 41-1411 l .P-j - - HDR,,PER PLAN �o 00 s 7"-10" 9311 r=11v �IFOYE`.RH WALL A7 Scale: 1/4" = V-0" DEVONSHIRE DEVONSHIRE OPT. SKYLIGHT 2X6 SILL PLATE CONC. FND. WALL PER PLAN \IDOW :KING NSULATION 2X12 ROOF RAFTERS @ 24" O.C. 2X6 COLLAR TIES @ 24" O.C. 2X6 FASCIA l STUDS i' 1111�1■I■I■I�= .• FLOOR FRAMING BATTWw. PER PLAN INSULATION Y BASEMENT (TYP.) W — iD AN G�0 OF'd F\J O 00T0ON DIET IL _ Scale: 1/4" = V-0" DEVONSHIRE _ flIirrpq////// \`oNo\�Q1U11� 0 ° ��TERED Q e o i in & o u Ls C7 � m ® ® U O > N .L a ,� = E ca r, n F 0 n O V Lo � I •ix L� �� Lo 0, <;f.. O o o M r ^, Lo _ ^�1 N N 3 o > L Lu 3 LLJ .. y G.„„ Ln o o D Lu s lU 1 3 3 O O N F- I ON p m i O i I 3 I I i i j U � :. Ql- C=] Lu to u . SERIAL NUMBER 1015 a 0 U re 4- CL Q .. O 0 O Lu < w Co O ry w ILL.® = z ®F-uj O 000 0 0 o � z wO z J �E Q Lu O w (f) Lu Q U-] Wz c oc¢ry � 0® LL LW � J IIrn^^ v/ F_ O a = n cn �o w � U w 0- r m O O 0 w Q Q u- �_ z Ci OLLJ <> Lu a- Lu =®o 0 0 U J O z O U O I- U Ls- 0 O r z O®� � mz� o L.0 wo� �LU-_ J < �- Q = w m U)� p 0 0 w w = zr,_Ucn z cn O D u z ry Lu Q ~ w oL�� zW>v U) ¢ < cn 0 �U)� m ( z 0 r=� w ww F 0 Q 0 w u 6� w U) ¢ 0 = wwwe-- ol�r ® � �uF-� ICY- Z:)� O � O z C)®U)O LLJ z F- O O � 21- Lu< u�w0z¢ z ^ z �0"0 C) QLLJ�� rWz0 w wwU)0° QD Lu z _ ZD Y 0� O 757 w ` Lu H U) G J li z©oo r) ® Luv z z = ¢��o try LLj U) fA Q Q FINISH AND TRIM PER ELEVATION ROOF RAFTERS PER PLAN COLLAR TIES PER PLAN @ 12'-1 1/8" A.F.F. ROOF OUTLINE BEYOND 2X6 OVERFRAMING a@ 24" O.C. ATTACHED W/ 2X8 LEDGER AND FLAT VALLEY PLATE BATT INSULATION (TYP.) LI B RA RY 3/4" T&G SUBFLOOR ON FLOOR FRAMING PER PLAN STEEL BEAM PER PLAN BASEMENT � CONCRETE SLAB LL=-- --i EDM� LD CNG SEC T D O A Scale: 1 /4" = V-0" ENGINEERED ROOF TRUSS PER PLAN TWO-STORY FOYER FIELD FRAMED DOUBLE 2X4 STUD WALL TO SIT DIRECTLY ON ROOF DECK BELOW BRICK VENEER (LEX. DI\NLY) BASEMENT WALL AND FOOTING PER FND. PLAN -`- - DEVONSHIRE ROOF RAFTER PER PLAN i0„ 5z„ CEILING JOISTS PER PLAN VENTED VINYL SOFFIT - 2X8 BLKG. PER PLAN NAILED - TO 2X8 W/ (4) 10d NAILS 1X0 FRIEZE BD. - VARIES PER ELEVATION NOTE @ STRUCTURAL BEAMS: 1) BEAMS TO BE NAILED TO INTERIOR STUDS SEE SHEET A2 & A4-R AND FTG. PER FOUNDATION PLAN 2X6 FASCIA BOARD 1X6 SOFFIT 1X0 FRIEZE BD. 10 1/2" W. X 3/8" MDO BD. COLUMN PER PLAN 2) PROVIDE POCKETS IN BRICK FACINGS WHERE APPLICABLE TO RECEIVE WOOF FRAMING W/ 1/2" CLEARANCE FROM BRICK Fli'l-7-10N P \=/ FIL ll—ll S Lll � L1 U G Il U 11 k1 L FFo_'�0H D EG I M D E T ALI � L Scale: 3/4" = V0 DEVONSHIRE Scale: 1 /4" = V-0" I I Scale: 1 /4" = V-0" vsULATION (TYP.) NGINEERED ATTIC 'RUSS (TYP.) ,OOF SHEATHING TYP.) ALUMINUM GUTTER ON X6 FASCIA 12" VENTED VINYL SOFFIT (TYP.) ATTIC TRUSS RAISED HEEL GARAGE WALL W/ P.T. BOiii OM PLAT E (TY P. ) DEVONSHIRE: DEVONSHIRE ONN W; 1 O /�� %®` V o � .•� NO. me G �. > � � 0 � O U m � U _0 �, >_ 4- > � Lij d' U__ <: a o N Ln. �... r- (A N M€. O V� o O `o mm .j N ' ^ e N i > > - Lu :: :.�.a Lu 1-1 I _ „;-" w oC j <CID f-1 ........i..i j ,mom. 0. 2 V / z V f Lu 1 O ;J Lu W O Q U i n O 1 a: ': o m o; Lu w �J Lu 3 1 i ji 1 I Cn O 3 L oal s.i.,i ....- LU &.bj Co r5ERIAL NUMBEF'. 1015 0 O w �C W Co � O j W o w r x z w O 0o >Lu �� oho Lu O a w U 0 >Qa o=z > O W w -- �� � MLz w � � U J � ¢ ¢ � 0O O Li W J x O m L�0 x a. Ow orf } U m OU 00 w � Q ¢�L z z w Q O > of J z a cn w Q U) = o ct� � O mo u J O Z oho O � z o O z � L o =OcL Lu w � m J = J Q I-- a<u) ¢__w p O p 2-- u u) LIJ O O 0 o Q ~ W z a z �uj>U �Z=o U¢QU) �U;u)o m ,zD z w W w x Q ,W^ FC H v) G ILLJ _P� Z O U) o Z L0LuUO Z I-w0Q U 0 j ozw> Z �b�r cn Lu z O C) cc W � ¢�LL_ w ~ w z o W ~ Z UJ W W U) m C7 x w I- zl-xU) ocl� s Q m U Z 0 J U- 0 O w w o � 0 z w Ujo0E- QUcj�LJJ 0 m J � J Q Q 0- O ................................................................................................................................... i I '• ` ;.. ............................. ............................................. ......................................� € `P'G F `I, DUPLEX 1` RECEPTACLE 48" A.F. { I BASEMENT I P.S. E I A/C CONDENSOR I P.S. P.S. 220 V. (HEAT PUMP) I 110 V. (GAS) FH D220 V. ELEC) V D 110 V. GAS) N DISCONNECT FOR A/C _ _ .� 0 ELECTRICAL LEGEND _. ;. I CON- ENSOR ...............................L........L.. TO SWITCH @ [ TOP OF STAIR $ SWITCH ®Sp SMOKE DETECTOR $ 3 3-WAY SWITCH ®SD/CO SMOKE / CARBON MONOXIDE DETECTOR [ =E) DUPLEX RECEPTACLE CE] DOOR BELL CHIMES GAD O DOOR BELL GARAGE DOOR OPENER / / ® RECESSED <TELEPHONE OUTLET _ _- ----- - INCANDESCENT LIGHT / _ _-\ TELEVISION CABLE OUTLET RECESSED EYEBALL --------------- E EXTERIOR FLOOD LIGHT >..................: ,; I ...... FIXTURE APPLIANCES AS REQUIRED I ....... .................. ................................. ...................-�:-:::::::::_::::......----.......:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: CF CEILING FAN J. BOX W/ 0 ® Q , 4 CONDUCTOR WIRE 2'x4' FLUORESCENT LIGHT SD/CO 220 V. (ELEC) /iz __--- 120 V. (GAS) :I ; I--o WALL SCONCE EX. LIGHT FIX.) CEILING HUNG FIXTURE (z I: 220 V. TO DRYER _�p S. SURFACE MOUNTED WALL MOUNTED FIXTURE 120 V. (GAS) I` CEILING FIX. 4: I EXHAUST FAN (BY HVAC :} CEILING MOUNTED ® SUBCONTRACTOR P-S- FIXTURE W/ PULL STRING _ .......... — O CIRCUITBREAKI I PANEL ER I ` I DISCONNECT FOR AIR I' REINFORCED JUNCTION CONDITIONING CONDENSER I I. BOX FOR STD. ELEC. FIX. �— I OD CONNECTION TO APPLIANCE Q JO JUNCTION BOX OR EQUIPMENT AS PER MANUFACTURER'S REQS. w I[. �. I 3 FAN W/ 4 CONDUCTOR WIRE -4p.s. cn w .................. I W.I.J. HOLE CUTTING CRITERIA I �N ................................................................................................................................................................ MID SPAN C.) -- MIN. 1 1/2" BETWEEN AN 11" DIA. HOLE 1 1/2" DIA. HOLE MAY BE SQUARE HOLES AND FLANGE. MAY BE CUT AT YWI O i LOCATED ANYWHERE IN WEB. EXCEPT AT MID -SPAN MID -SPAN ONLY. END BEARINGo Lop CONDITION__ __W.. I f I 6" MIN D 2D 2L L 16" :.................. I I INSIDE FACE 0' 6" MIN. MIN. MIN. 10"x16" HOLE MAY SQUARE HOLE SIZE IS BE CUT AT I I OF SUPPORT MID -SPAN ONLY .8 OF ALLOWABLE ROUND 0'-6" MIN. HOLE DIAMETER100 '• I 2'-0" MIN. € ALL MEASUREMENTS ARE FROM CENTER NM T-0" MIN. OF HOLE TO INSIDE FACE OF SUPPORT W NOTES r�l I 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 i- PSF LIVE LOAD & 20 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO .8 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.8 X 10 = 8" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR A 10" DIA. HOLE _.. 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. FOR OTHER HOLE CONFIGURATIONS, w RECTANGULAR HOLES OR MAX. HOLE AT MID -SPAN PLEASE SEE THE APA GUIDE FORM NO. EWS Z725. , uj CHART FOR SIMPLE SPANS WITH OUT SPECIAL LOADING CONDITIONS Q DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) 2" 1 3" 4„ 5" 6" 7" 8" 9.1 10" 9.5" 1' 8" 3'-0" 4'-4" 5'-8" 7'-3" 14" 0'-7" 0'-8" 0' 8" 3'-2" 4' 9" 6' 6" 8' 4" 10'-4" Z BASEMENT ELECTRICAL PLAN SMOKE DETECTORS MUST BE 16" 0' 7" 0' 8" 0'-8" 0' 9" 0'-9" 1'-10" 3' 6" 5'-2" 7'-3" 9'-6" POWERED BY 110V W/BATTERY 18" 0'-6" 0'-6" 0'-6" 1'-0" 2'-0" 3'-0" 4'-0" 5'-61, 6'-6" 7'-6" BACKUP 12" 1 13" 14" 1 15" 16" ` isu Scale: 1/4"=V-0" DEVONSHIRE n i8'-6" 10'-0" 11'-0" i� rn n Cui Lo o 0ro ecr Lo Lo Lu co Lu Lu ) Lu LK 0. \\��\\\\\\U1111I i I I I I I I11/p� ���� GpN °\O�; •� RUG , Kin • 1 G/STEIR��\Pp ¢ Q a a Q a Q g a �c > O .O Z � O U O (71 (D (3) -o E C 4-'O � > N .0 � N p IO w w [- co Cy-o 3�: w LL- O = x Z pw 1.- O 0�o 1— pCy-z w ¢wU moo �aa >z �O � w � 0 W CL w � � cl�a� � ¢¢ ouj O O w w = O m H o ao. �o0:� cl� U w Q� m [7 O p U Qw Q u-- z z w a0> Lj 1-•-1 cn w Q U) = O cl� O m L J OJ Z O UH O O � Z O 0 Z W CO a 0 Lu = p � w H Co J = U ~ Q Q U m w z p z O 0 z U (1)1) z 0 0O 0 Z 0 ¢�W� U w ate. z z w w O >U �z=p p�dJ¢ Lf)¢¢cn U)0 m 0 z Z w w '-1 g Lijp 2 Lu ELI Ly w Lu �u�� 0 0 z o cn 0 LLI a z O ozw¢ z > z��Z¢ OL a 0 p p W L Q L.�! 3: z w z z Lu a LU w w Ca 0 x w F- ezz ~ _ U) oC�og w < U M zo0� ���0 LL w w 0 w E' pZZ= Vi00o Lu Q U Z U m 3 co Q ¢ ui m O- 0 A/C UNIT I(CATION (V F, DINING ROOM EQ. EQ. i \ I \\ 1 \ \ TO LIGHT \ TOP OF ST LIVING ROOM \ \ \ I / bn \ I / - n----- I / :v....E................. ...............,..� LIBRARY ( I El I TO IMF -- I r, 1 1 4 " OO VY j; \ OR DISP./� I rL T- COOKTOP (D D Ln Wit= PALLADIAN I I KITCHEN I I EQ. vv— I I BREAKFAST L_ J AREA : ................................ I 66 -- ,-- SUPs....................... ti CLOSET P.R. ES \ \ \ STUDY 11 PORCH FIRST FLOOR ELECTRICAL PLAN Scale: 1 /4" = V-0" EQ. I II I /1 5' DROP ZONE EXHAUST FAN, VENT TO EXTERIOR 3 MUU KUUM \ CL. _ . ...... ......... . 48" A. F. El G. F.I. 48" A.F. G.F.I. 48" A.F. TWO STORY FAMILY ROOM TO LIGHT AT TOP OF STAIR o-........ ......GfI I AIINDRY ROOM — qr — — IG11 SMOKE DETECTORS MUST BE POWERED BY 110V W/BATTERY BACKUP DEVONSHIRE Y� ELECTRTCAL LEGEND $ SWITCH ®SD SMOKE DETECTOR $ 3 3-WAY SWITCH ®SD/CO SMOKE / CARBON MONOXIDE DETECTOR ==@ DUPLEX RECEPTACLE DOOR BELL CHIMES GD GARAGE DOOR OPENER O DOOR BELL I ORECESSED R N T�i GDIunnlG nl ITI G r ILLLI IIVIYL VVILLI INCANDESCENT LIGHT TELEVISION CABLE OUTLET Eg RECESSED EYEBALL FIXTURE EXTERIOR FLOOD LIGHT CF CEILING FAN J. BOX W/ 2'x4' FLUORESCENT LIGHT O 4 CONDUCTOR WIRE CEILING HUNG FIXTURE F-O M WALL SCONCE (EX. LIGHT FIX.) Z 1-1 SURFACE MOUNTED ¢� WALL MOUNTED FIXTURE CEILING FIX. CEILING MOUNTED P.S. FIXTURE W/ PULL STRING REINFORCED JUNCTION BOX FOR STD. ELEC. FIX. JO JUNCTION BOX EXHAUST FAN (BY HVAC SUBCONTRACTOR) O DISCONNECT FOR AIR CONDITIONING CONDENSER CONNECTION TO APPLIANCE 'Q OR EQUIPMENT AS PER (f) MANUFACTURER'S REQS. W FAN W/ 4 CONDUCTOR WIRE I,.<_ W w A' 1 \`0 • RU o G =Q'� _ .� y} •�� NO. Q Q Q Q Q Q Q Q �i 1Q—I Q < Q 1 1 L Q � Q Q N fp dJ — VI O (fl N p1 Z O U I!) :3 L L pl (D N m O U FD C to a tY ^ F N d• O rn Lo Q r;, E N (6 Lo CL UJ -F-N O O 2 OM � L O CV Lv � o z €a� w w �€ Lu 1--•1 Lu W = '��— w Co _ U CL O X J w w o r0 V Q o Oi U'€ N a; o o (31 p cn� o 8 � p z t U; ;zQ € J 3 U I � oC U W Lu of C)C� N O �o 3 J W % LL 1 i w: w w w L.L ..f3 ....., SERIAL. NUMBER 1015 O w ¢ w Co O Lu O T z OwOL O O OLLJ= O Lu � � Z ¢ > OU Lu >¢a = L0 u O w ) U) w a w w � � a. w z Q w¢w LL10o �L'-w w Z J _ Co H 7'U) � �o� 1-4 O uj or-1 } U w Co o O z w ¢ ` u- zzw Q O > cr- J zaa U) w ¢ = O O o w L m U) J O Z O U� O O ry z �-O2Z wmz� �L�o U H wQL =OCwi) LU t=-m�= 0 J U ~ Q = Co Lo � o z O O w :fs w = zC,_Ucn Z O O 0 7-1 Q w U Ui z w Lu OU �z=o �¢¢cn vrio m (D z z w ui w 0 uj (U)u¢�= ww11jF- ��w� �uP O U) z0 z ooapLLJ z ¢z�Q ozzQ z w > > z 'n < z ���o �Lu ¢� �� zwzz Lu a w w In Co (7 = w F-t- = U) r Q mw .; U zzo0� W z O w y _zz2 (np1-4 0� ¢UU)uj � 0 Z U) Co J0C2-7 Lu L ¢ ¢ O ............. ....... ... ........ ....... ...... ....... ...... ...... ....... ..... ....... ....... ----- ... _....... e � SECOND FLOOR ELECTRICAL PLAN SMOKE DETECTORS MUST BE POWERED BY 110V W/BATTERY BACKUP Scale: 1/4" = V-0" DEVONSHIRE t FAN, Em ELECTRICAL LEGEND SWITCH ®SD SMOKE DETECTOR 3 3-WAY SWITCH ®SD/CO SMOKE / CARBON MONOXIDE DETECTOR DUPLEX RECEPTACLE DOOR BELL CHIMES GARAGE DOOR OPENER DOOR BELL R O RECESSED < TELEPHONE OUTLET INCANDESCENT LIGHT TELEVISION CABLE OUTLET D Eg RECESSED EYEBALL FIXTURE EXTERIOR FLOOD LIGHT CF CEILING FAN J. BOX W/ 2'x4' FLUORESCENT LIGHT O (f) 4 CONDUCTOR WIRE In CEILING HUNG FIXTURE O WALL SCONCE (EX. LIGHT FIX.) z H SURFACE MOUNTED WALL MOUNTED FIXTURE CEILING FIX. -C - CEILING MOUNTED ® EXHAUST FAN (BYOR HVAC P.S. FIXTURE W/ PULL STRING SUBCONTRACTOR) O REINFORCED JUNCTION `❑ DISCONNECT FOR AIR CONDITIONING CONDENSER V) BOX FOR STD. ELEC. FIX. OD CONNECTION TO APPLIANCE O] JUNCTION BOX OR EQUIPMENT AS PER U) MANUFACTURER'S REQS. w Q FAN W/ 4 CONDUCTOR WIRE uj w C" G I' GIST ���',��,• CP�E� ////111111l1I l I i11111rr1 ' Q Q Q Q Q Q Q a a Q a Q a Q O U) M (/7 = O �l z pi O U L L ( CoO C.2 N U -C L O dm Nt 1 O M ,— Lo ui _L N UJ O" O 0 cy < N (D N O <... N O u- z€ O z a w >,� Lu w H W w �' W Q ¢ o'er o z U O X Lu ` W W �; w 0 O o �U 0' U' € N d- rn co 0 m U �l ! €w€ : €.0 Q J J U F- W .J uj oC O o M w LLJ 3 z l o lu Lu U W Lu Z3) i Ui Z SER,[AL NUMBER 1015 0 U cz 0 m F- 0 o w Q go'® ��w 0 0 CL � ,n ®®o o�® �IY71 yj ¢W0 0 0 LL, Qa O Lu �M vwi� w 0 w �co Uz< LU®o �L-� wz_1 o m Lu ® r �ry a- U) ryo� ry U Lu 0 0 z w�¢ ry o�ry w ¢o> ��¢ cyQU) g oy p- o � uj ®< Iz U O � O o�z� 0 0 woozy o® L®U PmLLI 7uj- (<I- Q >-�wz p 0 0 000 O � �U� Lr) w w o U U-) �' Luw � �o<o ��;�w vi Q � _ Lu Luw � ® cn �;:- Lu LuUi-� o "' ® 'o z < -'4 ur,z w�' 0 ¢ LL Lr) V U Lu 7, 7, U)u �P�� �IU) ¢emu U) J 0 0 O W W� ®z 0w u;®®F- Q U ZA �oy ® z U; m J 0 J Q d 0 COVE 1u Vu 0 RJ kuATi 0uV APPLICA BL E CODES: IN ACCORDANCE WITH 2O15, 2012, 2009, 2006, 2003, and 2000 IRC AVID 2015 IECC AS ADOPTED. USE GROUP: R-5 CONSTRUCTION TYPE: 5B DESIGN LOADS: LIVING FLOORS 40 PSF LL + 10 PSF DL SLEEPING FLOORS 30 PSF LL + 10 PSF DL VTT(PF-F\I M RATP P()VFD An DCF I I _L 'fin DCF ni I\11 !.I ILI v, I'1. LJf-%I 1 I, I \J 1 LI\ ZV 1 �,JI LL I JV 1 JI VL GROUND SNOW LOAD 35 PSF WIND SPEED 110 MPH BASIC (140 MPH ULTIMATE) UNLESS OTHERWISE NOTED SEISMIC DESIGN CATEGORY B AND C ROOF LOADS REFER TO NOTE 06 17 00.06 PLANS (BASE HOUSE AND ALL OPTIONS) HAVE BEEN PROFESSIONALLY ENGINEERED IN ACCORDANCE WITH IRC CHAPTER 6: FOR CATEGORY B, 90 MPH BASIC (120 MPH ULTIMATE), MAXIMUM OF THREE STORIES; UNLESS OTHERWISE NOTED. DIVISION 01 GEN =JRAI REQUIREMENTS 00 0000.01 FOR OPTIONS, REFER TO THE FOUNDATION PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 00 00.02 FOR OPTIONS, REFER TO THE FLOOR PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 00 00.03 FOR OPTIONS, REFER TO THE FRAMING PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 00 00.04 FOR OPTIONS, REFER TO THE ROOF FRAMING PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 00 00.05 FOR OPTIONS, REFER TO THE EXTERIOR ELEVATION SHEETS FOR DETAILS AND REMAINDER OF THE ELEVATIONS. 00 00 00.06 FOR OPTIONS, REFER TO THE SECTIONS SHEETS FOR ADDITIONAL DETAILS. D VISiiON 002 EX STING C NDI T iiOliNS 02 30 00.01 SOIL BEARING: FOUNDATION SYSTEM IS DESIGNED FOR 1,500 PSF PRESUMPTIVE BEARING CAPACITY, MAX 45 PSF LATERAL SOIL PRESSURE. DIVIFISION 03 CONC BETE 03 30 00.01 CONCRETE FOOTINGS, FOUNDATIONS, AND LIVING SLABS: 3,000 PSI MINIMUM (UNLESS NOTED OTHERWISE) COMPRESSIVE STRENGTH OF CONCRETE FOR FOOTINGS, FOUNDATION WALLS, AND WALLS EXPOSED TO THE WEATHER, AND LIVING SLABS 03 30 00.02 EXPOSED CONCRETE: 3,500 PSI MINIMUM COMPRESSIVE STRENGTH FOR PORCHES, EXPOSED STEPS AND GARAGE FLOOR SLABS 03 30 00.03 BASEMENT FOUNDATION WALL AT SIDING, STUCCO, AND MANUFACTURED STONE VENEER ELEVATIONS: 10" NOMINAL THICKNESS (9 '/2'MINIMUM), PLAIN CONCRETE ON 8"X25" FOOTING W/ SHEAR KEY TYPICAL UNLESS OTHERWISE NOTED. FOOTING SIZES HAVE BEEN ENGINEERED BASED ON DESIGN LOADS AND SOIL CRITERIA LISTED ABOVE IN DIVISION 02. 03 3000.04 BASEMENT FOUNDATION WALL AT BRICK AND REAL STONE VENEER ELEVATIONS: 10" NOMINAL THICKNESS (9'/2" MINIMUM), PLAIN CONCRETE ON 8"X32" FOOTING W/ SHEAR KEY UNLESS OTHERWISE NOTED. FOOTING SIZES HAVE BEEN ENGINEERED BASED ON DESIGN LOADS AND SOIL CRITERIA LISTED ABOVE IN DIVISION 02. 03 30 00.05 UNREINFORCED BASEMENT CONCRETE FOUNDATION WALL (WITHOUT VERTICAL REBAR) MAXIMUM UNBALANCED FILL HEIGHTS AS INDICATED IS FOR 10" NOMINAL THICKNESS (9'/2" MINIMUM) PLAIN CONCRETE WALLS: - @ 8' UNREINFORCED WALL: ACTUAL UN -BRACED WALL HEIGHT IS 7'-6". MAX. UNBALANCED FILL IS 7'-0". - @ 9' UNREINFORCED WALL: ACTUAL UN -BRACED WALL HEIGHT IS 8'-6". MAX. UNBALANCED FILL IS 7'-011. REINFORCED BASEMENT CONCRETE FOUNDATION WALL (WITH VERTICAL REBAR): - @ 9' REINFORCED WALL (10" THICK) WITH UNBALANCED FILL OF 8'-0" - SEE DETAIL FND-15B - @ 9' REINFORCED WALL (8" THICK) WITH UNBALANCED FILL OF 8'-0" - SEE DETAIL FND-15A CONTACT TOLL ARCHITECTURE FOR ANY DEVIATION FROM THESE DETAILS (FND-15, 15A OR 15B) PROVIDE WALL BRACING OR FLOOR FRAMING SYSTEM PRIOR TO PLACING BACKFILL. 03 20 00.06 CONCRETE HAUNCH FOOTINGS: 16" WIDE REINFORCED CONCRETE FOOTING SUPPORTING ONE-STORY; 20" WIDE SUPPORTING TWO STORIES; 25" WIDE FOOTING AT BASEMENT WALK OUT WITH 2 STORIES ABOVE, U.N.O. 03 30 00.07 ANCHOR BOLTS AT BASEMENT FOUNDATIONS: 1/2" DIAMETER HOOKED END ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT AT 6'- 0" O.C. MAXIMUM SPACING AND 12" MAXIMUM FROM EACH CORNER OR SPLICE WITH NUT AND WASHER TIGHTENED SNUG TO SILL PLATE. 03 30 00.08 ANCHOR BOLTS AT CRAWL SPACE: 1/2" DIAMETER HOOKED END ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT AT 6'-011 O.C. MAXIMUM SPACING AND 12" MAXIMUM FROM EACH CORNER OR SPLICE WITH NUT AND WASHER TIGHTENED SNUG TO SILL PLATE. 03 30 00.09 ANCHOR BOLTS AT SLAB ON GRADE/GARAGE STEM WALL: 1/2" DIAMETER HOOKED END ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT OR SIMPSON TITEN HD 50600H AT 6'-0" O.C. MAXIMUM SPACING AND 12" MAXIMUM FROM EACH CORNER OR SPLICE WITH NUT AND WASHER TIGHTENED SNUG TO SILL PLATE. 03 30 00.10 INTERIOR WALL FOOTINGS @ BASEMENT SUPPORTING FIRST AND SECOND FLOORS: CONTINUOUS 8"X18" HAUNCH FOOTING; SUPPORTING FIRST FLOOR ONLY: CONTINUOUS 8"X16" HAUNCH FOOTING. 03 30 00.11 INTERIOR WALL FOOTINGS @ SLAB ON GRADE SUPPORTING FIRST AND SECOND FLOOR:8"X18" HAUNCH FOOTING WITH 1611X16" PIERS ON 36"X36"X12" CONCRETE FOOTING @ 10'-0" O.C. (MAX.) SPACING. 03 30 00.12 INTERIOR WALL FOOTINGS @ SLAB ON GRADE SUPPORTING FIRST FLOOR ONLY: 8"X16" HAUNCH FOOTING WITH 16"X16" PIERS ON 30"X30"X12" CONCRETE FOOTING @ 10'-0" O.C. (MAX.) SPACING. 03 30 00.13 BEAM POCKETS AND PILASTERS: -FOR 2X10 DROPPED OR 9 1/4" PSL BEAM: 4"X8" POCKET/PILASTER @ EL. -7 3/4" (U.N.O.) -FOR 2X12 DROPPED OR 11 1/411 PSL BEAM: 4"X8" POCKET/PILASTER @ EL. -9 3/4" (U.N.O.) -FOR W8X18 OR W8X21: 5"X16" POCKET/PILASTER @ EL. -8 1/4" 03 30 00.14 SLAB PILASTERS: 4"X16" CONCRETE, SPACED NOT MORE THAN 5'-0" O.C. WHERE SLAB EDGE IS NOT SUPPORTED BY LEDGE OR OFFSET - EL. -4" @ PORCH SLAB (U.N.O.) - EL. -8 1/4" @ BEAM SUPPORT (U.N.O.) - EL. -10" @ GARAGE SLAB - EL. -10" @ PORCH SLAB W/ BRICK VENEER FRONT U.N.O. 03 30 00.15 CONCRETE PIERS: - @ GARAGE W/ COLUMN, 1611 X 16" PIER ON 30" X 30" X 12" CONC. FOOTING U.N.O. - @ GARAGE W/O COLUMN, 16" X 16" PIER ON 24" X 24" X 12" CONC. FOOTING - @ LIVING SLAB, 16" X 16" PIER ON 24" X 24" X 12" CONC. FTG - EL. -10" @ TOP OF PIERS 03 30 00.16 CONCRETE BASEMENT SLABS: 4" THICK 3000 PSI CONCRETE W/ 6"X6" - 10/10 W.W.M. OR FIBER MESH, ON 6 MIL. POLY VAPOR BARRIER LAPPED 12" AT EDGES OVER 4" OF CRUSHED STONE. POUR TIGHT TO FOUNDATION WALL. n ^l ^ln nn .-0 � rKUvTI NUKTh SLAB �U1n UK-IT I CONCRETE 1C1 r IEAn /ern n 8" I. 1INA/1 LUVCRElt WING WALLS VUVULlIHllPO Ru.5 5u UUl/ AWINUKL I b'"NUML(/ "IU W/ BASEMENT WALL SEE CONSTRUCTION DETAIL FND/13 FOR TYPICAL NOTES AND CONSTRUCTION (U.N.O.) INSTALL SELF - ADHERING MEMBRANE FLASHING AT ALL LOCATIONS WHERE A CONCRETE PORCH CONTACTS WOOD FRAMING - SEE EXT-30 DETAILS. 03 30 00.18 PORCH SLAB: SURFACE SHALL BE 4" THICK 4000 PSI CONCRETE SLAB ON GRADE WITH MIN. 1/4" PER 12" SLOPE AWAY FROM HOUSE. 03 30 00.19 CONCRETE LIVING SLABS: 4" THICK 3000 PSI CONCRETE W/ 6"X6" - 10/10 W.W.M. OR FIBER MESH, ON 6 MIL. POLY VAPOR BARRIER LAPPED 6" AT EDGES 03 30 00.20 SLAB INSULATION: R-10 RIGID INSULATION 2'-0" WIDE AT PERIMETER UNDER SLAB (U.N.O. PER RESCHECK REQUIREMENTS) 03 30 00.21 CONCRETE GARAGE SLABS: 4" THICK 3500 PSI CONCRETE W/ 6"X6" - 10/10 W.W.M. OR FIBER MESH, 4" MINIMUM BELOW ADJACENT HABITABLE SPACE. SLAB SHALL HAVE A MINIMUM 3" SLOPE TOWARDS GARAGE DOOR 03 30 00.22 GARAGE APRON: RECESSED MINIMUM 1" BELOW GARAGE SLAB & 12" WIDE. 03 30 00.23 HVAC TRUNK/DUCT THROUGH GARAGE FOUNDATION: NOTCH THROUGH FOUNDATION WALL SHALL BE 26" X 12" DEEP. 03 30 00.24 UNDER SLAB HVAC HEAT TRUNK LINES TO GARAGE: ELEV. -12" (U.N.O.) 03 30 00.25 UNDER SLAB HVAC HEAT DUCTS: ELEV. -8" (U.N.O.) n'2 'Zn nn 7r, QI IMD DTT• 1 SZ11 f1TAMr-TrD AN11F) 10(-ATI=II DAD DI ANI VJ .JV %jV.LV .)VI"11 1 11 . 1V U1rX1'IL. I LI\ r" VILJ L!Ji./`\ I LLJ F LF\ f LnIV DTIV SiiON 04 NlAuSONRY 04 10 10.01 LOOSE STEEL LINTELS FOR BRICK VENEER OPENINGS: ALL METAL LINTELS AND EXPOSED STEEL PIPING ON EXTERIOR OF BUILDING MUST BE PRIMED AND PAINTE=D ON ALL SIX SIDES WITH A RUST -INHIBITIVE FINISH COAT (RUSTOLEUM OR EQUAL). SIZE OF ANGLE 0 STOR,Y ABOVE 1 STORY ABOVE 2 STORIES ABOVE 3" X 3" X 1/4" 6'-0" 3'-6" 3'-0" 4" X 3'" X 1/4'" 8'-0' 5'-0" 3'-U" 6" X 3 1/2" X 5/ 16" 14'-0" 8'-0" 3'-6" (2) 6" X 3 1/2" X 1/4" 20'-0" 11'-0" 5'-0" - PROVIDE 6" MINIMUM BEARING AT EACH END 04 10 10.02 CHIMNEYS SHALL TERMINATE A MINIMUM OF 2'-0" ABOVE HIGHEST PORTION OF THE BUILDING WITHIN 101-0111 A MIN. OF 3'-0" WHERE IT PENETRATES THE ROOF. CHIMNEYS SHALL BE FLASHED AS REQUIRED. 04 10 10.03 CHIMNEYS: BRICK WASH @ BRICK CHIMNEY 04 10 10.04 CMU FOUNDATION WALLS AND PIERS (U.N.O.): 3 COURSES MIN. OF 8" X 8" X 16" CMU BLOCK ON 8" X 25" CONCRETE FOOTINGS FOR SIDING AND STUCCO ELEVATIONS AND 8" X 32" FOR BRICK AND STONE VENEER ELEVATIONS PER CRAWL SPACE FOUNDATION DETAIL SHEET. 04 10 10.05 CMU PILASTERS FOR BEAM SUPPORT: -FOR 2X10 DROPPED OR 9 1/4" PSL BEAM: 4" X 16" POCKET/PILASTER @ EL. -7 3/4" (U.N.O.) -FOR 2X12 DROPPED OR 11 1/411 PSL BEAM: 4" X 16" POCKET/PILASTER @ EL. -9 3/411 (U.N.O.) -FOR W8X18 OR W8X21: 4"X1611 POCKET/PILASTER @ EL. -8 1/41' -FOR PIER & CURTAIN WALL'SYSTEM USE 8" X 16" CMU PILASTERS 04 10 10.06 CMU PIERS FOR STEEL SUPPORT; CRAWLSPACE SIZE AND FOOTING PER PLAN. PIERS SHALL REST DIRECTLY ON FOOTING. 04 10 10.07 CRAWL SPACE VENTS; FOUNDATION SUB -CONTRACTOR AND T .B.I. CONSTRUCTION MANAGER TO ANALYZE THE FOUNDATION OF EACH HOME TO DETERMINE EXACT LOCATION AND QUANTITY OF CRAWLSPACE VENTS. THE CONSTRUCTION MANAGER TO VERIFY NONE ARE ELIMINATED AND THERE ARE NO CONFLICTS WITH REAR DOORS, OPTIONS, CANTILEVERED FLOOR FRAMING, ETC. 1 SQFT OF VENT PER EVERY 1,500 SQFT OF CRAWLSPACE AREA. VENTS SHOULD BE PLACED AS PER PLAN. USE 21" X 13" VENTS ON THE FRONT WALL OF HOUSE. USE: 16" X 8" VENTS ON SIDES AND REAR OF HOUSE. 04 10 10.08 PORCH SLAB SUPPORT AT CMU CRAWL SPACE; 8" CMU BLOCK FOUNDATION WALLS PER PLANS AND DETAILS. 0440 00.01 MANUFACTURED STONE VENEER: INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS; 1/2" BROWN/SCRATCH COAT, ON 2.5 LB. GALVANIZED DIAMOND WIRE MESH, ON (2) LAYERS OF COMPANY APPROVED DRAINAGE PLANES. D-IN SiiOl 05 METALS 05 12 00.01 BASEMENT STEEL COLUMNS: ALL STEEL COLUMNS ARE FACTORY PRIMED. I.C.C. APPROVED ADJUSTABLE SCHEDULE 40 STEEL COLUMNS RATED FOR A MINIMUM ALLOWABLE LOAD OF 20,000 LBS. COLUMNS SHALL REST DIRECTLY ON FOOTING. BOLT TOP OF COLUMN TO BOTTOM OF BEAM TO PREVENT UPLIFT OR DISPLACEMENT. COLUMNS SHALL BE INSTALLED PLUMB AND LABELED W/ MINIMUM RATING. INSTALL PER MANUFACTURER'S INSTALLATION SPECIFICATIONS. 05 12 00.02 GARAGE - STEEL COLUMNS: ,ALL STEEL COLUMNS ARE FACTORY PRIMED. I.C.C. APPROVED ADJUSTABLE STEEL SCHEDULE 40 COLUMNS RATED FOR A MIN. ALLOWABLE LOAD OF 12,500 LBS (U.N.O.) COLUMNS SHALL REST DIRECTLY ON CONCRETE FOOTING, FOUNDATION WALL, OR STEEL GIRDER. BOLT TOP OF COLUMN TO BOTTOM OF BEAM TO PREVENT UPLIFT OR DISPLACEMENT. COLUMNS SHALL BE INSTALLED PLUMB & LABELED WITH MINIMUM RATING. INSTALL PER MANUFACTURER'S INSTALLATION SPECIFICATIONS. 05 12 00.03 STEEL BEAMS: SHALL BE 50 IKSI. SHALL BE CONTINUOUS IN LENGTH. SHALL HAVE 311 MINIMUM BEARING ON STEEL SHIM AS REQUIRED (NO WOODEN SHIMS). IF NECESSARY, A SPLICE MAY BE PLACED ONLY @ SPECIFIED LOCATION NOTED ON PLANS W/ DETAIL FND 23/D-1. EITHER TOP FLANGE SHALL HAVE 1/4" DIA. HOLES AT 48" O.C. STAGGERED TO ATTACH WOOD SILL WITH 3/8" DIA. LAG BOLTS W/ NUT & WASHER AT 48" O.C. OR WOOD SILL SHALL BE ATTACHED WITH APPROVED POWER ACTUATED FASTENERS. o s° a ° Nog:�ti o� r�oop.1®o•ti�.• Q Q Q Q Q ¢ Q Q Q ¢ Q a, �6 - � Y > E c Q z o cn 6, O a, (D u c m p CL cn U yJ (Q L L_ m U Fau-i 0, o c- Lo aM °' L NLij am,: y m ) VN o .... _ m 0 -5 t o oo ry M M v) J N L ' (D N 0 N 0 U v L U.1; Lu w Z1 , 3 I Q Q N o Lu � 3 , 3 I I cn ;w oC ;w cn io o T�I 'VLu 1 r� z U-1 _ zLu € LU ` >ERlAL � � 6 E R 0 U N 0 w Q LLI om =�o ®moo 0 0 z oho ® w 0 >o 0 � ¢ Q z �o Lu5 cc� n® L �< LU ®o Lj- �0� �o0 o� �Uu ��r) 000 �, � ry <� ®wry oLu�< �QLon 0 0 o®U rnU)ry ®�; U OU')o ® ®�cn �z� o0z �mz� L�0� r ry) ®�U� < W� ® 0 0 0 o C O ��u� Lu a �F�uo >U U)�Qu > (u; Lu� r®<® E u C2 u U)Q®� lu�� ®U)=� ® ® cn 0 U o O ®2�<> �b®'< 0 w u o ¢U-�� 0 �U)�m (�L F_� �0 < En ul J LL- o O 0 mow"®ur") o� w U o 0 F- Q�U)w ® � DVISIiON 06 VV00 o PLASTICS, AND COMPONENTS 06 10 00.01 DROPPED WOODEN BEAMS ARE NOT TO BE EMBEDDED IN CONCRETE. MAINTAIN A 1/2" AIRSPACE.TOP, SIDES AND REAR (NO WOODEN SHIMS). 06 10 00.02 EXTERIOR FRAMING WALLS: INTERIOR FRAMING WALLS: - 5 1/2" THICK (U.N.0) - 3 1/2" THICK (U.N.O - DIMENSIONS ARE TO ROUGH FRAMING MEMBERS - DIMENSIONS ARE TO ROUGH FRAMING MEMBERS - ANGLED WALLS ARE SET TO 45 DEG. (U.N.0). - ANGLED WALLS ARE SET TO 45 DEG. (U.N.0). 06 10 00.03 WALL PANEL HEIGHTS (U.N.O.) TOP PLATES HEIGHTS THAT DIFFER FROM STANDARD ARE NOTED ON PLAN: - 8FT BASEMENT 7'-6 3/4" T.O. SLAB TO B.O. JOISTS - 9FT BASEMENT 8'-6 3/4" T.O. SLAB TO B.O. JOISTS - GARAGE @ 9FT 1ST FLOOR 9'-8 9/16" T.O. STEMWALL TO B.O. JOISTS SEE FLOOR PLAN SHEETS AND BUILDING SECTION SHEETS FOR WALL PANEL HEIGHTS. 06 10 00.04 EXTERIOR WALL CONSTRUCTION: EXTERIOR FINISH PER ELEVATION. EXTERIOR STRUCTURAL SHEATHING APPLIED TO 2x6 STUDS AT 16" O.C. w/ R-19" BATT INSULATION AND 1/2" DRYWALL APPLIED TO INTERIOR SIDE (U.N.O.) WALLS SHALL HAVE CONTINUOUS 7/16" STRUCTURAL PANEL SHEATHING, FASTENED WITH 1" CROWN, 1-3/4" LEG, 16 GAUGE STAPLES OR 8d NAILS. FASTENERS AT 3" O.C. FOR EDGES & 6" O.C. AT INTERMEDIATE SUPPORTS 06 10 00.05 EXTERIOR WALLS: LATERAL BRACED WALL PANELS ARE ENGINEERED IN ACCORDANCE WITH METHOD 3, WOOD STRUCTURAL PANELS WITH A SHEATHING THICKNESS OF 7/16" ON 16" O.C. MAXIMUM STUD SPACING. WOOD STRUCTURAL PANELS SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R602.3. BRACED WALL PANELS DESIGNATED WITH THE SYMBOL X / BW1 SHALL HAVE (2) SIMPSON CS-16 METAL STRAPS @ 60 DEGREES FROM HORIZONTAL. BRACED WALL LINES THAT COULD NOT MEET THE PRESCRIPTIVE REQUIREMENTS OF THE IRC CODE HAVE BEEN PROFESSIONALLY ENGINEERED IN ACCORDANCE WITH SECTION IRC R301.1.3 AS SHEAR WALLS. WALLS ENGINEERED AS SHEAR WALLS ARE DESIGNATED WITH THE SYMBOL SW-# . REFER TO A4L DETAIL SHEETS FOR BRACED WALL AND SHEAR WALL DETAILS. 06 10 00.06 TOP PLATES MUST BE LAPPED PER THE CODE REQUIRED MIN. WHERE PANELS ABUT; FASTENERS SHALL BE INSTALLED AT 16" O.C. 06 10 00.07 JACK STUDS: PROVIDE MIN. DOUBLE JACK STUDS FOR ANY EXTERIOR BEARING WALL OPENING GREATER THAN 3'-7" ON FIRST FLOOR & 5'-4" FOR SECOND FLOOR UNLESS OTHERWISE NOTED. 06 10 00.08 "P" INDICATES NUMBER OF STUDS REQUIRED FOR BEARING HEADER (DOOR, WINDOW & OPENINGS), JACK STUDS REQUIRED FOR BEAMS & TRUSSES, OR STUDS REQUIRED FOR WALL TYPES, WALL THICKNESS DETERMINES STUD SIZE, UNLESS NOTED OTHERWISE. FOR POST LOCATION IN PANELS, REFER TO FLOOR PLAN DIMENSIONS. 06 10 00.09 BEAM BEARING: DOUBLE STUDS (MIN.) UNDER ENDS OF ALL BEAMS, (U.N.0) 06 10 00.10 BLOCKING: -20 FLAT BLOCKING @ 24" O.C. TIGHT TO SUBFLOOR UNDER ALL PARALLEL NONBEARING WALLS AS PER DETAIL #12 ON SHEET A-4SD -INSTALL SOLID BLOCKING WHERE THE (5FT) TUB FRONT EDGE FALLS PARALLEL BETWEEN FLOOR JOISTS, 3 LOCATIONS ALONG EDGE MIN. -AT FOUNDATION WALL, WHERE JOISTS ARE PARALLEL TO THE FOUNDATION WALL, INSTALL FULL DEPTH FLOOR JOIST BLOCKING @ 48" O.C. THROUGH TO THE FIRST FULL JOIST BAY OF THE FOUNDATION WALL. 06 10 00.11 WINDOW & DOOR HEADER SIZES, REFER TO FRAMING PLANS. WINDOW & DOOR OPENING HEADER SUBSTITUTION CAN BE MADE AS FOLLOWS: A PSL OR LVL (OF EQUIVILANT WIDTH AND DEPTH) MAY BE SUBSTITUTED. -NO OTHER SUBSTITUTIONS ARE PERMITTED. -ALL DIMENSIONAL LUMBER HEADERS SHALL BE HEM FIR #2 OR BETTER (UNLESS INDICATED AS "D.S.S.". THE D.S.S. HEADERS SHALL BE SOUTHERN PINE DENSE SELECT STRUCTURAL). -FASTEN BUILT UP MEMBERS W/16d @ 16" O.C. ALONG EA. EDGE. -PROVIDE BLOCKING AT BUILT UP HEADERS TO FILL ENTIRE WALL CAVITY. -FOR HEADERS AT BALLOON FRAMED WALL DETAILS REFER TO PLANS. 06 10 00.12 ROOF SHEATHING: 7/16" OSB ROOF SHEATHING 06 10 00.13 JOIST BEARING: ALL JOISTS SHALL BEAR A MINIMUM OF 2" ON ALL BEAMS OR WALL PLATES. 06 10 00.14 JOIST HANGERS AT ALL FLUSH W.T.J. & BEAM LOCATIONS: AS PER DETAIL #13 & #14 ON SHEET A-4SD 06 10 00.15 FIREPLACE HEARTHS: PRIOR TO FRAMING, CONSTRUCTION MANAGER SHALL CONSULT WITH PROJECT MANAGER FOR MASONRY OR DESIGNER FIREPLACE AT EACH LOT PRIOR TO FRAMING, ROUGH CARPENTRY SUBCONTRACTOR SHALL VERIFY WITH T.B.I. CONSTRUCTION MANAGER, WIDTH & LENGTH OF HEARTH FRAMING WHICH DEPENDS ON SPECIFIC FIREPLACE FACINGS, AS PER FR-3 THROUGH FR-7. (NO HEARTH FRAMING IS REQUIRED FOR CERAMIC, MARBLE, SLATE, GRANITE, CAST STONE, OR MANUFACTURED STONE FACINGS.) 06 10 00.16 FIRE STOP ALL SOFFITS, DROP CEILINGS, ABOVE HVAC PENETRATIONS THROUGH FLOOR LEVELS & STUD BAYS OF BALLOON FRAMED WALLS (AT 10'-0" O.C. MAX. VERTICALLY AND HORIZONTALLY). 06 10 00.17 FLOOR DIAPHRAGM TO EXTERIOR WALL CONNECTION AT RIM BOARD: INSTALL SIMPSON LTP4 FRAMING PLATES @ 48" O.C., OVER THE EXTERIOR SHEATHING, PER DETAIL FR-34A (TYP.). 06 10 00.18 CONVENTIONAL ROOF FRAMING AND OVER -FRAMING SHALL BE HEM FIR #2 OR BETTER. FOR AREAS OF ROOF OVER -FRAMING, REFER TO ROOF FRAMING PLANS. 06 1000.19 POSTS: REFER TO THE FLOOR PLANS FOR ALL POST LOCATIONS AND DETAIL FR-60. 06 1000.20 INTERIOR PARTITIONS WITHIN THE CENTER 1/3 OF THE TRUSS SPAN SHALL HAVE 2x6 HAILERS INSTALLED AT TOP PLATE FOR DRYWALL. TRUSSES (IN CENTER 1/3 OF SPAN) SHOULD BE NAILED WITH ONE ANGLED 16d TOENAIL DOWN INTO THE PARTITIONS TOP PLATE. THE HEAD SHOULD BE LEFT STICKING OUT 3/4",SEE DETAIL FR-27. 06 10 00.21 HURRICANE TIES: FOR BASIC WIND SPEEDS < OR = TO 100 MPH, INSTALL (1) SIMPSON STRONG TIE H.1 HURRICANE TIE AT EACH TRUSS/GIRDER/RAFTER CONNECTION TO BEARING WALL TOP PLATE, (U.N.O.) FOR BASIC WIND SPEEDS > 100 MPH, INSTALL (1) SIMPSON H10 HURRICANE CLIP AT EACH TRUSS / RAFTER CONNECTION TO BEARING WALL TOP PLATE, (U.N.O.). 06 10 00.22 CRICKET: INSTALL FOR CHIMNEY AT (PROPER) HEIGHT OF 1'-61'. 06 10 00.23 INTERIOR OPENINGS (WITHOUT DOORS) LABELED WITH DROPPED HEADER HEIGHT SYMBOL, IF APPLICABLE. 06 10 00.24 TUB ACCESS PANELS: - HALL BATH TUBS 14 1/21fx22", IF REQUIRED - PLATFORM TUBS IN CLOSETS 30 1/21fx22", IF REQUIRED - PLATFORM TUBS AT SIDE OF PLATFORM 30 1/2"x18", IF REQUIRED 06 10 00.25 PLATFORM TUBS: FOR SPECIFIC TUB INFORMATION, REFER TO THE PRODUCT STANDARD MANUAL. 06 10 00.26 LAUNDRY ROOM: FOR SLAB CONDITIONS, WASHER & DRYER BACKUP WALLS SHALL BE 5 1/2" THICK. PLACE SOLID BLOCKING IN WALL BEHIND TUB FOR SUPPORT. FLOOR PLAN DIMENSION SHOWS CENTERLINE OF TUB. 06 10 00.27 ATTIC ACCESSES: ACCESS PANEL W/ WEATHERSTRIPPING/GASKET 22-1/2"X30" LOCATED PER PLAN. SERVES AS BOTH ATTIC ACCESS & HVAC ACCESS PANEL. LOCATE IN CONJUNCTION WITH ROOF TRUSSES. ALTERNATE ATTIC ACCESS PULL -DOWN STAIRS (WHEN REQUIRED) W/ WEATHERSTRIPPING/GASKET 22"X47" MIN. LOCATED PER PLAN IN CONJUNCTION WITH ROOF TRUSSES & INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 06 10 00.28 ALL BRACKETS FOR BOX BAY WINDOWS MUST BE INSTALLED TO SOLID BLOCKING. 06 10 00.29 REAR AND SIDE DOOR SILLS: INSTALL PRESSURE TREATED 2x12 KICK PLATE UNDER DOOR SILL OF EXTERIOR DOORS. 06 10 00.30 OPTIONAL DECKS: INSTALL P.T. 2x KICK PLATE LEDGER AND ALUMINUM LEDGER FLASHING. 06 10 00.31 CHIMNEYS SHALL TERMINATE A MINIMUM OF 2'-0" ABOVE HIGHEST PORTION OF THE BUILDING WITHIN 10'-0", A MIN. OF 3'-0" WHERE IT PENETRATES THE ROOF. CHIMNEYS SHALL BE FLASHED AS REQUIRED. 06 10 00.32 CRAWL SPACE ACCESS PANEL: 36" X 24" ACCESS PANEL W/ 1 3/4" X 14" PSL FLUSH HEADER, U.N.O. 06 10 00.33 CRAWL SPACE FRAMING: NOTE TO CONSTRUCTION MANAGER, ADDITIONAL FRAMING INDICATED FOR CRAWL SPACE FOUNDATION SYSTEM MUST BE ORDERED BY THE JOB SITE. 06 1000.34 CONVENTIONAL 2X FLOOR AND ROOF FRAMING: USE No.2 HEM FIR OR BETTER. 06 10 00.35 WALL FRAMING: USE STUD GRADE OR BETTER. 06 10 00.36 BRIDGING @ CONVENTIONAL 2X FLOOR FRAMING: USE 1x3 SPF LUMBER, ONE ROW AT MIDSPAN FOR SPANS UP TO 16' AND TWO EQUALLY SPACED ROWS FOR SPANS OVER 16. 06 10 00.37 DELETED 06 15 00.01 FLOOR SHEATHING SHALL BE 23/32 T&G SUB FLOOR ON FRAMING. 06 1700.01 PSL (BEAMS ONLY) = TRUSJOIST PARALLAM OR APPROVED EQUIVALENT LVL WITH THE FOLLOWING PROPERTIES: E > OR = 2.0 X 10^6 PSI, Fb> OR=2900 PSI, Fv . OR = 290 PSI, Fc (PERPENDICULAR TO GRAIN) > OR=750 PSI, & Fc (PARALLEL TO GRAIN) OR = TO 2700 PSI. AT FLOOR FRAMING USING THE ALTERNATIVE 9 1/2" JOIST, ALL 9 1/4" DEEP PSL SHALL BE SUBSTITUTED WITH 9 1/2" DEEP PSL MEMBERS, PSL POSTS SHALL BE TRUSS JOIST PARALLEL WITH THE FOLLOWING PROPERTIES: E > OR = 1.8X10^6 PSI, Fb > OR = 2,400 PSI AND Fc (PARALLEL TO GRAIN) > OR = 1,400 PSI. 06 1700.02 W.I.J. FLOOR FRAMING SHALL BE SIZED AND SPACED PER PLANS. 18" W.I.J. SERIES IB800 BY INTERNATIONAL BEAM. 14" AND 16" W.I.J. SERIES IB600 BY INTERNATIONAL BEAM, AJS 20 BY BOISE, SERIES 40 BY GEORGIA PACIFIC, TJI360 OR PRI-60 APA RATED JOISTS, (U.N.O.). 9 1/2" WOOD I JOISTS (W.I.J.) SERIES IB400 BY INTERNATIONAL BEAM, OR PRI-40 APA RATED JOISTS. (NOTE: PROVIDE AN ADDITIONAL 1/4" CONT. SHIM BETWEEN ALL TOP PLATES OF GARAGE WALL PANELS & THE FIELD INSTALLED TOP PLATE) 06 1700.03 W.I.J. BLOCKING BETWEEN FLOOR JOISTS UNDER ALL POINTS LOADS PER DETAIL #15 ON SHEET A-4SD. 06 1700.04 RIM BOARD SHALL BE INSTALLED AS PER DETAIL #1 & #2 ON SHEET A-4SD, AT ENTIRE EXTERIOR PERIMETER OF EACH FLR. DECK (U.N.O.). PROVIDE AN ADDITIONAL 1 RIM BOARD BETWEEN FLOOR JOISTS UNDER ANY DOUBLE JACK (1 KING STUD & 2 JACK) OR GREATER POINT LOAD CONDITION AT EXT. WALLS AS PER 2/A-4SD, 5/A-4SD OR FR-34. 06 17 00.05 ROOF TRUSS DESIGN LOADS: LOADING CONDITION (PSF)* LIVE LOAD DEAD LOAD ROOF TOP CHORD 30 PSF 10 PSF BOTTOM CHORDS -@ A TTIC >42" CLEAR, ROOF SLOPE OVER 3:12 20 7 -@ AT TIC <42" CLEAR, ROOF SLOPE 3:12 OR LESS 10 7 -@ ATTIC STORAGE TRUSSES 40 10 'BALL LOADS CONCURRENT 06 1700.06 ATTIC NOT FOR STORAGE UNLESS OTHERWISE NOTED, 0643 00.01 STAIRS: RISERS = 7 3/4" MAXIMUM RISE, TREADS - 10" PLUS 1" NOSING PER R 311.7 STAIRWAYS, UNLESS 8 1/4" MAX. RISE, 9" TREAD HAS BEEN ADOPTED OR ALLOWED BY CODE AMMENDMENT. 0643 00.02 HANDRAILS: SHALL BE PROVIDED ON STAIRWAYS OF 2 OR MORE RISERS HANDRAILS SHALL BE CONTINUOUS & PROVIDED ON AT LEAST ONE SIDE OF THE STAIRWAY. HANDRAILS SHALL HAVE A FINISHED HEIGHT OF 34" ABOVE NOSING & NAILERS SHALL BE INSTALLED FOR ALL HANDRAILS. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 0643 00.03 GUARDRAILS: SHALL HAVE A FINISHED RAILING HEIGHT OF 37" ABOVE SUBFLOOR HAILERS SHALL BE INSTALLED FOR ALL GUARDRAILS. 06 46 00.01 PAINTED INTERIOR TRIM TO BE FINGER -JOINTED. ALL PAINTED TRIM TO BE CAULKED WHERE IN CONTACT WITH DRYWALL. 0646 00.02 STAINED INTERIOR TRIM TO BE SOLID/CLEAR. 06 46 00.03 MITER JOINTS TO BE GLUED -MUST BE PVA TYPE GLUE. 06 46 00.04 CROWN MOLDING: RETURN CROWN MOLDING WITH MITERED PIECE AT OPEN ENDS. 06 46 00.05 BASEBOARDS: RAISE ALL BASEBOARDS 1/2" ABOVE SUBFLOOR. 06 46 00.06 CHAIR RAIL: TOP OF CHAIR RAIL TO BE 36" ABOVE SUBFLOOR. RETURN CHAIR RAIL WITH MITERED PIECE AT OPEN ENDS 06 46 00.07 TRIM @ OPTIONS; ALL OPTIONS WHICH REQUIRE TRIM ARE TO BE TRIMMED ACCORDING TO THE STANDARDS DESCRIBED PER THESE GENERAL NOTE. 06 46 00.08 CLOSETS TO RECEIVE BASEBOARD AND CASING TO MATCH THE ADJACENT SPACE. 06 46 00.09 BULLS EYE AND PLINTH BLOCKS ON FOYER SIDE OF ALL DOORS AND CASED OPENINGS DIRECTLY ADJACENT TO FOYER FLOOR AREA. (SEE NOTE 06 46 00.01) 06 46 00.10 COMPANY APPROVED HOUSEWRAP: INSTALL BEHIND ALL EXTERIOR DOOR AND WINDOW MILLWORK AND UNDER LADDER FRAMING AT FRIEZE BOARDS. 0660 00.01 EXTERIOR MOLDED MILLWORK TRIM MUST BE PACKED OUT WITH 3/4" SCRAP SUBFLOOR TO CREATE A POCKET FOR SIDING. \o O u RUGS; ��• oC� '�� `® o % �,� ao® Np a Q Q Q Q Q QQaQQQQaQ Q (D � lec cn 1- L 0 1 N u c m ry (n .0 .0 oC > > - E (n 0 cn rl a N- 0 Lo Z Lu tl M d 3;�• �ATE ^ ; Z < o 0 o cn E 7,N o Lr) ::.. N UJ a U z ,Z. 0 n o > F :: Q'• Q N 0 o 0 Lu 0; U u� L6 c� 1 Lu ..:. LLj 0 Lu Lu co O r LEI O u Lu o 0o� >L.u�� H I- M ®ccz w Lu Lu 0 o z 71 w LL I O � �w O Lu LL LL.I U-1 z Q cx�¢,, Lu r� I� L�_J gom LLIo� �a-U) �0w Lu r O O w�¢ ry ry �z ¢®> �LLJ< �QU) U) `.0 � ®< J O 7-- 0 U 0 cr, ooU �ry)z� 0®�® � LUX m m J = -I ¢ l- Q�cm >_��� o�®o z CL U U) 'yy E u) o0QILLJ ®_ ¢ ~ LLI ~ o U of cUn¢¢cn �u;Uo ®<o LLJuW11, In¢o= W Lu Lu Lu W O Lu U 0 E o�L¢ U) IW-, ® Q W r 0 U0, ¢�� Lu W ( ccl z g U) ��o� < In U U) � J LL 0 LuO � r)z w vi00� Q 'U Lu -I w J ¢¢a F- DIVISION 07 u HE MA L kcla MOISTURE R00 TEC i10N 07 20 00.01 WALL INSULATION: - REFER TO REScheck 07 20 00.02 CEILING / FLOOR INSULATION: - REFER TO REScheck 07 3100.01 ROOF FLASHING SHALL BE INSTALLED AS REQUIRED. n7 �1 nn n) rnMDZMIV ®DDRn\/Fn I PAV RADDTFD QPAI I RR TMICTAI I Fn AC DI=nI ITDr-n RV I n('AI 11IDTCr)TrTTnnl TNI I nrATTr)NIC Dr_D v1 .Ji vv.v� -%Jj II 111V 1 "I 1 I\V V I-L1 LLB I\ LJlll\I\1L1\ .JI ImL_L_ LJL 11VIJIMLLLIJ MIJ 1\L�lJll\L6J UI LV I�/'lL JUI\1..7 LJll.l1VIV, lIV LL/L'/"',I lVIV..7 rLr\ MANUFACTURER'S RECOMMENDATIONS. LEAK BARRIER SHALL EXTEND DOWN THE ROUGH FASCIA 3'-4" AND ON ALL ROOF SURFACES TO A POINT AT LEAST 48" (MEASURED ALONG ROOF SLOPE) UP THE ROOF, AND AT LEAST 24" (MEASURED HORIZONTALLY) FROM THE INSIDE FACE OF THE EXTERIOR WALL OF THE BUILDING. 07 3100.03 ROOF SHINGLES ON No. 15 ROOFING FELT ON ROOF SHEATHING. FOR ROOF SLOPES OF 2:12 UP TO 4:12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, UNDERLAYMENT SHALL BE (1) ONE LAYER. 07 31 00.04 CHIMNEYS: SHINGLE WASH @ HORIZONTAL SIDING CHIMNEYS. 07 3100.05 KICK FLASHING: INSTALL AT ALL ROOF/SIDE WALL INTERSECTIONS, REFER TO DETAIL EXT-46/D-6. 07 3100.06 PORCH FLASHING: FRAMED WALLS, WHICH ADJOIN PORCHES, SHALL BE FLASHED WITH COMPANY APPROVER SELF -ADHERING MEMBRANE. ALUMINUM THAT COMES IN CONTACT WITH ANY PRESSURE TREATED LUMBER (I.E. DECK/PORCH LEDGER BOARDS, SILL PLATES, ETC.) MUST BE PVC COATED SIDE FACING TOWARDS THE PRESSURE TREATED MATERIAL. REFER TO EXT-30 SERIES STANDARD DETAILS. 07 46 00.01 CONSTRUCTION MANAGER TO VERIFY SHUTTERS WILL FIT ON EXTERIOR, (I.E. NO CONFLICTS WITH QUOINS, EAVES). 07 46 00.02 ALL CANTILEVER AREAS MUST BE PROPERLY FINISHED AND SEALED ON UNDERSIDE. 07 46 00.03 DECORATIVE CIRCULAR LOUVERED VENTS: - 4'4' FROM PEAK TO CENTER FOR 18" DIA. VENTS, U.N.O. - 5'-0" FROM PEAK TO CENTER FOR 24" DIA. VENTS, U.N.O. - 5'-n" FROM PEAK Tn CENTER FOR Jw, DIA, \/ENTS, U.N.O. - 6-0" FROM PEAK TO CENTER FOR 36" DIA. VENTS, U.N.O. 07 62 00.01 ALL 2 X, 5/4 X, AND 1 X RAKE BOARDS, AND TRIM BOARDS (EXCEPT AT OVERHEAD GARAGE DOOR JAMBS) SHALL BE ALUMINUM WRAPPED. 0762 00.02 GUTTER AND DOWN SPOUTS SHALL BE ALUMINUM. DOWN SPOUTS SHALL BE 3" w/ TERMINATION OVER SPLASH BLOCKS 07 72 00.01 ATTIC VENTILATION: PLACE RIDGE VENT ON ALL ROOF RIDGES, NO MORE THAN 4'-0" FROM THE END OF RIDGE AND NO LESS THAN 2'-0". PROVIDE CONTINUOUS 12" FULLY VENTILATED SOFFIT IN V-0" ROOF OVERHANG SOFFIT VENTING AT ALL EAVES AND SOFFITS EXCEPT AT PORCH CEILINGS OR AS NOTED. DIVISION 08 OPENINGS 08 10 00.01 GARAGE/LIVING DOOR: THE DOOR BETWEEN THE GARAGE & LIVING SPACE SHALL BE A 1 3/4" THICK HONEYCOMB STEEL OR 20 MINUTE RATED DOOR, MINIMUM. PROVIDE SELF -CLOSING HINGE, IF REQUIRED. 08 1000.02 EXTERIOR DOOR MANUFACTURED BY PEACHTREE (U.N.O.) DOOR SIZES ARE NOTED ON FLOOR PLANS. 08 10 00.03 HOT WATER CLOSET DOOR: LOUVERED DOOR REQUIRED WITHOUT CONCENTRIC VENT, SIZE NOTED ON PLANS. 08 1000.04 ATTIC ACCESS/UNFINISHED STORAGE DOOR: THE DOOR BETWEEN THE LIVING SPACE AND UNCONDITIONED ATTIC SHALL BE AN INSULATED DOOR 08 50 00.01 BASEMENT WINDOWS SHALL BE 32"X17" (U.N.O.) FOUNDATION SUBCONTRACTOR AND TOLL CONSTRUCTION MANAGER TO ANALYZE THE FOUNDATION OF EACH HOME TO DETERMINE EXACT LOCATION AND QUANTITY OF BASEMENT WINDOWS. THE CONSTRUCTION MANAGER TO VERIFY NONE ARE ELIMINATED AND THERE ARE NO CONFLICTS WITH REAR DOORS, OPTIONS, CANTILEVERED FLOOR FRAMING, ETC. BASEMENT EGRESS SHALL BE (1) 4' WIDE X 4' HIGH ANDERSEN GLIDING WINDOW WITH SCREEN INSTALLED IN CONCRETE FOUNDATION WALL ALONG WITH WINDOW WELL AND CLEAR COVER. EXACT LOCATI.ON OF BASEMENT EGRESS WINDOW TO BE DETERMINED IN FIELD BY P.M./C.M. BASEMENT EGRESS WINDOW IS NOT REQUIRED WHEN EITHER OPTION #015-EXTERIOR BASEMENT ENTRANCE, OPTION #017-WALK-OUT BASEMENT OR #018-DAYLIGHT BASEMENT ARE ORDERED. REFER TO STANDARD DETAIL FND-21 FOR BASEMENT EGRESS WINDOW. 08 50 00.02 WINDOWS MANUFACTURED BY SILVERLINE (U.N.O.) SIZES NOTED ON PLANS ARE ANDERSON NOMANCLATURE (SILVERLINE SIZES TO APPROXIMATE ANDERSON SIZES). ALL SLEEPING ROOM WINDOWS (REQUIRED FOR EGRESS) SHALL MEET THE REQUIREMENTS OF THE NATIONAL, STATE, OR LOCAL CODES FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. 08 50 00.03 WINDOW HEADER HEIGHTS (U.N.0): 8' WALL HEIGHT 9' WALL HEIGHT 10' WALL HEIGHT 10' WALL HEIGHT (AQ FRONT ELEVATION) KITCHEN CASEMENT KITCHEN DOUBLE HUNG (AQ ONLY) TRANSOMS - KITCHEN/BATH OVER VAN OPT. 159 - AR31 OPT. 157 - 2846 w/ C T N28 1ST FLOOR 2ND FLOOR - 7'-2 7/811 8'-2 7/811 7'-2 7/811 8'-9 3/8" - 8'-2 7/811 - 71-8 1/211 8'-2 7/81, 91-4 5/811 7,-4 5/811 08 50 00.06 "Z" FLASHING: INSTALL AT PALLADIAN WINDOW PANEL, AS REQUIRED. 08 50 00.07 SIDELIGHT GLAZING AT EXTERIOR DOOR SHALL BE TEMPERED. 08 50 00.08 WINDOWS SHALL COMPLY WITH THE FOLLOWING: THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR WHEN THE TOP OF SILL IS LOCATED MORE THAT 72 INCHES ABOVE THE FINISH GRADE OR SURFACE BELOW ON THE EXTERIOR OF THE BUILDING. WINDOWS WHERE THE TOP OF SILL IS LOWER THAN 24 INCHES SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4 INCH DIAMETER SPHERE CANNOT PASS. (NOTE: SILL IS THE SEPARATE PIECE OF INTERIOR APPLIED MOULDING.) DIV S-10N 09 FINISHES 09 20 00.01 GARAGE - CEILINGS AND DROPPED BEAM SURFACES TO HAVE (1) LAYER OF 5/8"THICK TYPE 'X' GYPSUM. ALL INTERIOR GARAGE WALLS TO HAVE (1) LAYER OF 1/2" GYPSUM. (NEW JERSEY AND ILLINOIS: - ALL INTERIOR GARAGE WALLS AND EXTERIOR LOAD BEARING GARAGE WALLS TO HAVE (1) LAYER OF 5/8"TYPE'X' GYPSUM ON THE GARAGE SIDE OF THE WALL. GARAGE CEILING TO HAVE (2) LAYERS OF 5/8" THICK TYPE 'X' GYPSUM WHERE THERE IS LIVING SPACE ABOVE ATTACHED PRIVATE GARAGE.) 09 20 00.02 BASEMENT STAIRWELLS TO RECEIVE DRYWALL TO STAIR STRINGER AND DOWN TO BOTTOM OF LOWER STAIR. 09 20 00.03 DRYWALL ATTACHMENT (WITH OR WITHOUT ADHESIVE)FOR WALLS UTILIZING THE PRESCRIPTIVE METHOD: INSTALL CODE APPROVED NAILS PER IRC TABLE R702.3.5 OR No.6 11 /4 TYPE S OR W SCREWS @ 7 O.C. AT ALL FRAMING MEMBERS. FOR CEILINGS: INSTALL CODE APPROVED NAILS PER IRC TABLE R702.3.5 @ 7" O.C. OR No.6 - 1 1/4" TYPE S OR W SCREWS @ 7" O.C. AT ALL FRAMING MEMBERS. FOR SPECIFICALLY ENGINEERED HOMES DESIGNED TO RESIST LATERAL NOT UTILIZING THE PRESCRIPTIVE MFTNnn Mln F - 1 1/ "TVDF C nD IN CrDFINC MAV RF TMICTAI I Fn rri) Q" n r AT Rn('G CI IDDnDTC AM1n 1 I" n (' AT T1\ITICDMr_IITATG I IL_ IIIvv, IVv.IJ _I. /�4 111 L.J \JI\ YV JVI\LVV.J I'Inl LJL lIV.JIPILLL_u �w V ll.l.. MI LLJ\JL JVI- rlJl\I.J MIVLJ 14- V.l.. r%1 1114IL1_\111L_u1/'\IL SUPPORTS. 09 20 00.04 FIRE PROTECTION OF FLOORS - THE UNDERSIDE OF FLOOR ASSEMBLIES SHALL BE PROTECTED WITH ONE OF THE FOLLOWING METHODS: - 1/2" GYPSUM BOARD - INTUMESCENT PAINT COMPLYING WITH IRC 302.13 - FLAK JACKET W.I.J. COMPLYING WITH IRC 302.13 - RESIDENTIAL FIRE SPRINKLER SYSTEM 09 24 23.01 DELETED 09 24 23.02 DELETED DIVISION 10 SPECIALTIES 10 28 00.01 MEDICINE CABINETS: - MASTER BATH SIDE WALL (AGE QUALIFIED AND ATTACHED) 14"x 18" (56" A.F.F. TO BOTTOM OF ROUGH OPENING) - HALL (SECONDARY) BATH SIDE WALL (ALL PRODUCT LINES) 14"x 18" (56" A.F.F. TO BOTTOM OF ROUGH OPENING) 10 28 00.02 PANTRY AND LINEN CLOSETS; INSTALL (4) 16" DEEP SHELVES IN EACH CLOSET AT THE FOLLOWING HEIGHTS ABOVE SUB FLOOR UNLESS OTHERWISE NOTED. SUBFLOOR: +2'-011 , +3'-4', +4'-81f, +6'-011. in 70 r) r) r) 1) rI nT uCC rl nCCTC. "ruC Tnn nC !11 I P`I (1I LJ CC' (`I (1 C`CT C`LICI \/TI\Ir` C`LIn1A,l\I !1 C` C`TI\I!�I r C`1Irl r C`I Inl 1 nr -7n 11 AMn%1r C^I Imr1 /S/lit -rI Ir 1v �U vv.v,) d,Lv I I IL-0 I.LVJL I J, I I IL I Vi UI- ALL �,LV I rICJ U UJC 1 Jf1CLVINU Jf1MM HJ SING E SHE � Of1A BE /U HDUVC Suor UUK. I nE TOP OF ALL CLOTHES CLOSET SHELVING SHOWN AS DOUBLE SHELF SHALL BE 42" AND 84" ABOVE SUBFLOOR. 10 28 00.04 LAUNDRY ROOM SHELVING SHALL BE A SINGLE 12" SHELF ABOVE THE WASHER & DRYER- LOCATED 58" ABOVE SUBFLOOR. INSTALL SHELF WALL TO WALL UNLESS SHELF WOULD CONFLICT WITH A DOOR OR WINDOW OPENING. D ITS.iI 00 N, 21 FIRE SU 0 O'IESION 21 10 00.01 FIRE SUPPRESSION: WHERE REQUIRED, RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH IRC2015 SECTION P2904 OR NFPA 13-D, AS WELL AS STATE AND LOCAL REQUIREMENTS. 22 41 00.01 PLUMBER SHALL VERIFY THAT ALL PIPE SIZES AND ARRANGEMENTS SHOWN HERE CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL PLUMBING ACCORDING TO CODE AND ACCORDING TO EQUIPMENT MANUFACTURERS REQUIREMENTS. 22 41 00.02 PROVIDE HAND SHUTOFF VALVES @ EACH FIXTURE LOCATION. 22 4100.03 PITCH SANITARY LINES MIN. 1/4" PER FOOT ON PIPE SIZES OF 4" DIAMETER OR LESS. PIPES ABOVE 4" DIAMETER PITCH 1/8" PER FOOT. 22 41 00.04 COPPER SHALL BE TYPE "L" UNLESS IT IS IN AN UNDERSLAB INACCESSIBLE LOCATION THEN SHALL BE COPPER PIPING TYPE 'MI 22 4100.05 ROUGH IN ALL TOILET SUPPLY LINES THROUGH WALL 10 1/4" ABOVE SUBFLOOR, 22 41 00.06 DRAWING IS FOR GENERAL INFORMATION AND LAYOUT ONLY. 2241 00.07 ALL HOSE BIBS SHALL BE ANTI -SIPHON TYPE. 22 4100.08 ALL SOIL LINE CONNECTIONS TO BE WYE OR EQUIVALENT. 22 41 00.09 INSULATE PIPING IN AREAS SUBJECT TO FREEZING INCLUDING ATTICS AND CRAWL SPACES. 22 41 00.10 LAUNDRY TUB SHALL BE 20" WIDE. 22 41 00.11 PROVIDE OVERFLOW PAN AT ALL WASHING MACHINES ABOVE BASEMENT LEVEL DIA 11 S-11 N 31 EAUFMYORK 3120 00.01 FOUNDATION DRAINS; EXTERIOR 4" PERFORATED PIPE IN 2" OF #2B STONE. STONE SHALL EXTEND 12" BEYOND OUTSIDE EDGE OF FOOTING AND 6" ABOVE TOP OF FOOTING, AND COVERED WITH APPROVED FILTER FABRIC MEMBRANE. INTERIOR 4" PERFORATED PIPE IN 2" OF #2B STONE. INTERIOR DRAIN IS AVAILABLE TO MITIGATE FOR RADON. PIPES SHALL INDEPENDENTLY CONNECT TO SUMP PIT. 1111I \\\\\\\\\\\\\\\\\0 C(� C3 1)y+3_( o _ e • � Q H �( Q Q < Q < Q Q 'w���� aU7 L- L dl r✓ O L � U m Q Q� un . 2 m N .0 2 o > > - L.C.. m a LAI LL 0 M �- u I ....E Q M ta O..... ? - M O O ru M rn < M N L ¢ 0 Ln Lu u.1 uj 1 1 � 0 Lu 0 U ? U €Ln ¢ i ¢ N o o 1-- I- o E Lu I u 3 i I� 3 w ry w Lri O u LU ® z =n� z 3 3.. uj Lu bu W^ E € ✓r W .i_RIAL NUMBER O 0 oLu U,m =ro ®gr ®�o ®0 ~F- ®moo ®�z Q>® jo< o�® oil ('� ®�� Lu�r) ry w Q ryLU .at �®O w z = 0 m tIII-o� _6.U) �0w U w OD® „-,tea �zLu V w J �m< � Q� W 0 ry 0 Gov m U, J O U O O U) 0 U) 0 0 z o®�Q LuLu Lu a T m >- v) w z o�0Lu o U U) 0 0 o Lu af w w o U J a U) U) emu„ ® uw) Lu Luv;��+ U)ao= Lu®Lu°� cl-w ��� v oU)®� Lu a ® U) 0 z UO O p z a �nwm z a � E �W0 0 Q u- u��o uj a-�z WW", U_�co I- z �- _ U) 0� a�mU L) J LL_ �006L. O LU W 0 cl� z w "i00� ¢[ U c) � ® LU U) m J 0 Q Lei.. DIVISION 23 M C]HANICC „ L 23 45 00.01 HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL EQUIPMENT IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ACCORDING TO MANUFACTURERS REQUIREMENTS. VERIFY THAT SCHEMATIC DUCT SIZES SHOWN ON PLAN ARE ADEQUATE TO RESULT IN A BALANCED AIR FLOW FOR THE FURNACE PROVIDED AND INSTALLED BY THIS TRADE. 23 45 00.02 FOR MECHANICAL TRUNK DUCTS, REFER TO "TRUNK DUCT THROUGH I JOIST" DETAIL ON SHEET A-4SD. 23 45 00.03 FURNACE FLUE (IF APPLICABLE) SHALL TERMINATE ABOVE THE ROOF PER MECHANICAL CODE REQUIREMENTS 2345 00.04 UNLESS NOTED OTHERWISE, FLOOR OR CEILING SUPPLY GRILLES ARE SET 8" FROM WALL TO CENTER OF GRILLE. 23 45 00.05 UNLESS NOTED OTHERWISE, THE BOTTOM EDGE OF WALL SUPPLY GRILLES ARE SET 10" ABOVE SUBFLOOR. IN BATHROOMS ONLY, THE BOTTOM EDGE OF WALL SUPPLY GRILLES ARE SET 12" ABOVE SUBFLOOR. 2345 00.06 UNLESS NOTED OTHERWISE, THE TOP EDGE OF WALL RETURN GRILLES ARE TO BE SET 10" BELOW CEILING LINE, WITH LOUVERS FACING UPWARDS. 23 45 00.07 MECHANICAL DRAWINGS ARE FOR GENERAL INFORMATION AND LAYOUT ONLY. 23 45 00.08 INSULATE ALL METAL DUCTWORK IN NON -CONDITIONED SPACES WITH R-8 INSULATION 23 45 00.09 VERTICAL SUPPLY AND RETURN RUNS IN WALLS ADJACENT TO GARAGE SHALL BE SHEET METAL DUCTWORK. 23 45 00.10 INSULATE BEHIND ALL DUCTWORK WHERE ADJACENT TO GARAGE. 2345 00.11 SEE "SECOND FLOOR PLAN" & "ROOF FRAMING PLAN" FOR LOCATION OF ALTERNATE ATTIC HVAC UNIT. FOR MULTI -ZONE MODELS, THE ALTERNATE ATTIC HVAC UNIT IS DESIGNATED AS THE SMALLEST (BTUH) OF UNITS. CL-, 0 II 5 C TABLE lI ALE M 1 5 0 . 3 , 3 11 l OO CONTINUOUS W=SOLE =HOoUSEMEC;HA1NI'C L VENT-ILAT-10N SYSTEM AIRFLOV1if RATE REQU-IREMENTS DWELLING UNIT NUMBER OF BEDROOMS FLOOR AREA 0-1 2-3 4-5 6-7 >7 (SQUARE FEET) AIRFLOW IN CFM <1,500 30 45 60 75 90 1,501 - 3,000 45 60 75 90 105 31001 - 4,500 60 75 90 105 120 4,501 - 6,000 75 90 105 120 135 6,001 - 71500 90 105 120 135 150 >7,500 105 120 135 150 165 IVISION 26 ELECTRICAL 26 00 00.01 ELECTRICIAN SHALL VERIFY THAT EQUIPMENT QUANTITIES AND LOCATIONS SHOWN HERE CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SHALL BE RESPONSIBLE FOR INSTALLATION OF ELECTRICAL SYSTEM ACCORDING TO CODE AND TO EQUIPMENT MANUFACTURERS REQUIREMENTS. 26 00 00.02 UNLESS NOTED OTHERWISE, SET THE BOTTOM OF WALL BOXES @ THE FOLLOWING HEIGHTS ABOVE SUBFLOOR: - DUPLEX RECEPTACLES AND PHONE JACKS: 14" - DUPLEX RECEPTACLES OVER COUNTERTOPS AND BEHIND REFRIGERATORS: 48" - DUPLEX RECEPTACLE FOR RANGE: 10" - DUPLEX RECEPTACLE FOR MICROWAVE: - DUPLEX RECEPTACLES IN POWDER ROOMS 78" OR OVER VANITIES: 41" - SWITCHES AND OTHER WALL MOUNTED CONTROLS: 48" - THERMOSTAT: - FIXTURES OVER VANITIES: - OPTION #475 WALL SCONCES: 60" 80" 7211 26 00 00.03 G.F.I. CIRCUITS SHALL BE INSTALLED IN KITCHENS, BATHROOMS, GARAGE, EXTERIOR LOCATIONS, AND AT WHIRLPOOL, WHERE APPLICABLE. PROVIDE TRIP RESET RECEPTACLES WHERE NOTED. KITCHEN G.F.I. RECEPTACLES SHALL NOT BE WIRED IN SERIES WITH OTHER G.F.I. LOCATIONS. 2600 00.04 ALL EXTERIOR OUTLETS SHALL BE WATERPROOF. NEMA 3R FOAM LINERS PROVIDED AND INSTALLED BY SUBCONTRACTOR AT ALL EXTERIOR WALL SWITCHES AND RECEPTACLES. 26 00 00.05 CIRCUIT BREAKERS SERVICE SIZE/VOLTAGE AND PHASE: 20OAMP UNDERGROUND, 24OV SINGLE PHASE. 2600 00.06 AVAILABLE FAULT CURRENT / SHORT CIRCUIT DUTY PANEL RATING -AMP INTERRUPT CAPACITY 10,000. -CONDUCTOR MATERIAL S.E.U. ALUMINUM 4/0-4/0-20. 2600 00.07 ARC -FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLED AT ALL BRANCH CIRCUITS FOR ALL REQUIRED ROOMS PER ALL APPLICABLE CODES TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. ALL BEDROOM CIRCUITS SHALL BE PROVIDED WITH ARC -FAULT INTERRUPTER PROTECTION. 26 00 00.09 TWO-STORY FOYER LIGHT FIXTURE BOTTOM OF FIXTURE SHALL BE DOWN FROM CEILING. 26 00 00.09 DINING ROOM LIGHT FIXTURE BOTTOM OF FIXTURE SHALL BE 5'-6��ABOVE SUB -FLOOR. 26 00 00.10 SMOKE DETECTORS TO BE HARDWIRED AND INTERCONNECTED WITH BATTERY BACKUP. 26 00 00.11 PROVIDE CARBON MONOXIDE DETECTOR AT EACH FLOOR, ATTACHED GARAGE AND BEDROOM WITH FUEL FIRED APPLIANCE (FIREPLACE). a w O/STE�R'EO"Q'G `°• a Q QaQaQQQ�Q Q a Q Q av�� - Q o .9 cn w a, Z L L O o, U)u 1 L m (n .0 L.- .L (2) ~ flS — 6 n w Cy— Lu Lo z a M �00 Ln N E o U3 < LuO 0 0 tM T ,o N) < La. fu < 0 0 cv I 0 0 �I U.1 a U U a a � 0 H O �o F_ € o 3 3:1 xuj itil 0i u i 1 W oC Lu U-) c� \I� CD w ~O —J (D Lu WLu : zLu cc Uj wLu rTIE-TIAL NUMBER