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Home My WebLink AboutMULT DOCS - 06-00406 - 1180 S 2nd E - New SFRtz -N ci C- . fl -.L CD �—.. (1.+e r CD Co �4 CA F 4 CF 0 w r—r cn CD CL CL CL CL . Corp 14. r CD Cp tc * -N ci C- . fl -.L CD �—.. (1.+e r CD Co 110 CD 0 CD oc x 1p (04 PW PD coo y{D W te� CD rl r) TZ TA D. 0 Ln * CD �* CD CD CL r+ C) km _r -q- Cb C) e C C) cy y 0 CL C. UPI 0 pL lid I'd bpdq CP w I C, CD C) CD C-7* (D 0 �. CD hoe . ln.Fe••. •-F �• r—t 0 Y P-3 •� 1 = �F a �• 5 f q w I� C - CD R L d z y t7m( �4 0 w r—r cn CL Corp 110 CD 0 CD oc x 1p (04 PW PD coo y{D W te� CD rl r) TZ TA D. 0 Ln * CD �* CD CD CL r+ C) km _r -q- Cb C) e C C) cy y 0 CL C. UPI 0 pL lid I'd bpdq CP w I C, CD C) CD C-7* (D 0 �. CD hoe . ln.Fe••. •-F �• r—t 0 Y P-3 •� 1 = �F a �• 5 f q w I� C - CD R L d z y t7m( FPO u 1k= R -n C) rn R 7 • 7$ +-� woo 4-4 0 CZ 0 w fin 00 W . ;r FPO u 1k= R -n C) rn R 7 • 7$ +-� woo 4-4 0 CZ 0 w ba . ' y.�T AL IZ2,5.- X. B URG ly . ........ Owl. C*t of Rexbu-roF ELI Department Of C 19 E. Main St. Rexburg, i. 83440 Phone ) -f(i i Wiz" in�� RE-XBU'P%-G- SINGLE FAMILY RESIDENTIAL City of Rexburg Department of Community Development 19 E. Main St. l Rexbura, ID. 83444 Phone (208) 359-3020 1 Fax(208)3S9.3022 C I T Y F REX.BURG Amen Fa Family or nz i, Project Information Permit Type Site Address SINGLE FAMILY RESIDENTIAL Single Family Residential 1180S2ND E Project Deseription Names Associated with this Project Type Name Contractor Baser Construction Contractor Rexburg Plumbing & Heating Contractor Rexburg Plumbing gz Heating Fixtures City of Rexburg Department of Community Development 19 E. Main St./Rexburg, YD, $3440 Phone (2U8) 359-3020 i Fax (208) 359-3022 Contact Marty B ser Nephi/Dean Nephl'/Dean 5 - R -Fuel piping fixture or appliance outlet(s) additional 2 - R -Dryer vents additional 1 - R -Exhaust or vent ducts 1 - R-Fumace i Air Conditioner Combo 2 - R -Decorative gas-fired appliance(s) additional 1 - R -Garbage Disposal 6 - R -Water Closet and/or Urinal � 1 - R -Dish, Washer 2 - R -Water Heater 3 G - R -Tub and/or Shower Unit Print Name Permit # Project Name Uh��- Em. Phan # 0600406 1 180 S end E-Blaser Construction RPRWED RPRVVED RPRV"VED R-PRVVED 208-390-1737 208-390-05,10 208-390-0510 4osoaso, 4050070, 50500901) 5050100 License # RCT -3663 C- 10095 HVCC1416 Exp Date 06/08/2007 12/31/2006 09/30/2006 I - R -Fuel (gas) piping fixture or appliance outlet S - R -Bath fan vents additional 1 - R -Unit Heater(s) additional 1 - R-Fumace 1 Air conditioner combo(s) additional 1 - R -Exhaust or vent ducts additional X - R -Water Softener R -Clothes Washing Machine R -Floor Drain I�f I" R -fink (Lavatory, Kitchen. Mon or Rar 0%1nkl 1 - R -Sprinkler Date Issued: Signature Dta+,n "LV — Issu ya cl'FY 0 F REXBURG ,ca,s.F4m[jjP Community Arnm SINGLE FAMILY RESIDENTIAL City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 / Fax (208) 359-3022 De!["91 n elligence, LLC StructuralEngineering 3685 W.Hwy 33 Rexhurg, Idaho 83-440 Date: October 13, 2006 T Quinton Own Call: (208) 359-1461 FAX: (208) 359-0740 0600406 I I Alh c 1xid E B1"" _ Subject: Brian $a11 Residence Lateral Load Support Specifications Dear .Sir or Madam: I Fli s 3 2006 T ' F l OF RE91"" a . - �' gra•+—+ t_ . The following comments refer to the house pian referenced above. All bold downs shall be installed as required by the manufacturer. I . Frame Garage Door walls as shown in the attached detail. 2. Maims Flour - Provide Simpson STHDI ORJ hold downs at each corner of eac bay meets the house. 3. Main Floor - Provide h bay and where the Slom'pson STHDSRJ hold downs at each end of the Family raam windQx,,{,r walk and each side of each window in the wall. 4. Second Floor - Provide Simpson C5 16 hold dawns at each carer of each bay and where the bay meets the house. 5. Second Floor - Provide.Simpson. CS 16 strap hold downs at each side of openings and no more than 48" o.c. on all walls over 9 feet tall. Center on top plate between floors. 6. All exterior framed walls are 2x6 @ 16" o.c. and are shear walls. Provide 7116" APA rated sheathing with Sd nails at 4"o.c. at panel edges and. 12" o.c, in the field. Blocking i's required at all pane. edges. Wall between the garage and Iivxng space is designated a shear wall. 7. Sheathing shall be placed on both sides of all clear story �vai�.s over 9� feet fall. Nailing'shall he as noted in xtem 6 above. Provide (3) 1.75x9.25 LVL framing between windows, vertical and horizontal. Vertical LVL shall be continuous. Sheathing shah extend from bottom plate to top plate and lap LVLioints a minimum of 24"'. ]Provide (20) 10 nails at 2" a.c. at sheathing joints equally spaced on each side of the joint. 8. Provide a beam or girder truss across the opening of all bayipopouts in line with the mainwalls of the house for support of trusses and to transfer shear across the bay. Provide Simpson DSC4R/L- SDS3 drag strut connector at each end of support bearn/girder tzuss conneciina one side of bay to the, oilier. 9- brick shah be attached to exterior sheathing wing 22 gaffe comxgated metal ties with a maximum wave length of 31g", a minimum amplitude of 1/8" and a minimum width of 718". Ties shall extend to the outer groin bed of the brick. 0 ' 9 feet above fi ished grade - Spacing shall be a U •L De!["91 n elligence, LLC StructuralEngineering 3685 W.Hwy 33 Rexhurg, Idaho 83-440 Date: October 13, 2006 T Quinton Own Call: (208) 359-1461 FAX: (208) 359-0740 0600406 I I Alh c 1xid E B1"" _ Subject: Brian $a11 Residence Lateral Load Support Specifications Dear .Sir or Madam: I Fli s 3 2006 T ' F l OF RE91"" a . - �' gra•+—+ t_ . The following comments refer to the house pian referenced above. All bold downs shall be installed as required by the manufacturer. I . Frame Garage Door walls as shown in the attached detail. 2. Maims Flour - Provide Simpson STHDI ORJ hold downs at each corner of eac bay meets the house. 3. Main Floor - Provide h bay and where the Slom'pson STHDSRJ hold downs at each end of the Family raam windQx,,{,r walk and each side of each window in the wall. 4. Second Floor - Provide Simpson C5 16 hold dawns at each carer of each bay and where the bay meets the house. 5. Second Floor - Provide.Simpson. CS 16 strap hold downs at each side of openings and no more than 48" o.c. on all walls over 9 feet tall. Center on top plate between floors. 6. All exterior framed walls are 2x6 @ 16" o.c. and are shear walls. Provide 7116" APA rated sheathing with Sd nails at 4"o.c. at panel edges and. 12" o.c, in the field. Blocking i's required at all pane. edges. Wall between the garage and Iivxng space is designated a shear wall. 7. Sheathing shall be placed on both sides of all clear story �vai�.s over 9� feet fall. Nailing'shall he as noted in xtem 6 above. Provide (3) 1.75x9.25 LVL framing between windows, vertical and horizontal. Vertical LVL shall be continuous. Sheathing shah extend from bottom plate to top plate and lap LVLioints a minimum of 24"'. ]Provide (20) 10 nails at 2" a.c. at sheathing joints equally spaced on each side of the joint. 8. Provide a beam or girder truss across the opening of all bayipopouts in line with the mainwalls of the house for support of trusses and to transfer shear across the bay. Provide Simpson DSC4R/L- SDS3 drag strut connector at each end of support bearn/girder tzuss conneciina one side of bay to the, oilier. 9- brick shah be attached to exterior sheathing wing 22 gaffe comxgated metal ties with a maximum wave length of 31g", a minimum amplitude of 1/8" and a minimum width of 718". Ties shall extend to the outer groin bed of the brick. 0 ' 9 feet above fi ished grade - Spacing shall be a U minimum of (1) tie for each 4.5 s maximum vertical spacing of 18" q feet of wall with a maximum horizontal spacing of 36" and a ' o.c.. 9 feet and above - Spacing shall be a mizumum of (1) tie for each 3 sq feet of wall wiih a maximum horizontal. spacing of 2,4-" and a maximum vert.ical spacing of 12" o.c.. Ties shall be staggered horizontally and vertically. Please call me if you have any questions'. Respectfully, Scott A Sp aulding,I Design Intelligence., mow' �••--'+�,�,�'�. t - ` RAL 0 10 3 minimum of (1) tie for each 4.5 s maximum vertical spacing of 18" q feet of wall with a maximum horizontal spacing of 36" and a ' o.c.. 9 feet and above - Spacing shall be a mizumum of (1) tie for each 3 sq feet of wall wiih a maximum horizontal. spacing of 2,4-" and a maximum vert.ical spacing of 12" o.c.. Ties shall be staggered horizontally and vertically. Please call me if you have any questions'. Respectfully, Scott A Sp aulding,I Design Intelligence., mow' �••--'+�,�,�'�. t - ` RAL 0 10 J J CP x LU ti x t `w iL J J CP x LU O O D u1 u z fu ci N w ff 0 4 0 ti x O O D u1 u z fu ci N w ff 0 4 0 III ass e -h Y v F� 96 NO r N 19 lb do ec 2 1� a IN Ti a M m 06 w in 0 w III IN Ff 1I ITn j F a af IF 4r 0 V IF I 1 - IE 19 0 " J J . SING RESI I T Y IF FAMI Y D,E,-4TIAL . .............A I ...... . REXBURG City of Rexburg Department of Community 19 E. Main St. Rexburg, , I F 83440 Ph"no Offizi AZO -2111A I -.,W t�Aft chl "NPw� �.P&