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Home My WebLink AboutINSULATION PAPPERWORKI 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA SCANNED BY St. Lucie County Project Name: FRADE RESIDENCE Builder Name: Street: Permit Office: ST LUCIE COUNTY City, State, Zip: FORT PIERCE, FL, Permit Number: v Owner. Jurisdiction: ST LUCIE COUNTY = Design Location: FL, Fort Pierce O COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable Insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceilinglattic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceilinglsofft Insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces stall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be sealed. shall be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity Insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing, or continuous Insulation installed on the underside of floor framing and exdends from the bottorr to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvenled crawl spaces shall be covered with a Where provided instead of floor insulation, insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the orawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light futures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air fight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring a plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pining and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sealed sprinklers In a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition, inspection of log walls shall be in accordance with the provisions of IC(: 400. 11/18/2019 12:05 PM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Client Upstate Builders Date. W2 Zui9 SOLIOSTART4Pre1ect Designer. Claudia Martin Page of orstcx socrwM Address: Port St. Lucie Job Name: Fmde Residence Pto)ectM J37714 LVL1 LP-LVL 290OFb-2.OE 1.750" X 11.875" 3-Ply - PASSED Laval z 4 44 I 2 Hanger (HHUS5S0/10) lL 223 '� �451/4' 23 Member Information Reactions PATTERNED lb (Uplift) Type: Girder Application: Roof Brg Live Dead Snow Wind Const Plies: 3 Slope: 0/12 1 1807 1714 0 0 0 Moisture Condition: Dry Design Method: ASD 2 Deflection LL• 480 Building Code: IBCBRC 2015 1570 1512 0 0 0 Deflection TL- 240 Load Sharing: Yes Importance: Normal Dedc Not Checked Temperature: Temp c 100-F General Load Bearings Floor Live: 30 PSF Bearing Length Cap. React D/Llb Total Ld. Case Ld. Comb. Dead: 25 PSF 1 - 6.000' 26% 1714 / 1807 3621 L 2- 3.000' 26% 151211570 3083 L D+L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case ... Moment 16847 Rob 11-8318- 31D48ft4b 0.543 (54%) D+L L Shear 2775lb 1's 118- 11845 lb 0.234 (23%) D+L L LL Defl Inch 0.642 (L/495) 117 314' 0.559 (U480) 0.970 (97%) L L TL Dell Inch 1.065 (L252) 117 3W 1.119 (L240) 0.95D (95%) D+L L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant= 0.523. Long Term = 0.784- 3 Fasten all plies using 2 rows of 10d Bom MRS 02848) at 12- o.a Madmum and distance not to exceed 6'. 4 Refer to last page of calculations for fasteners required for Specified loads. ry FlII all hangar nailing holes. 6 Girders are designed to be supported an the bottom edge only. 7 Top loads must be supported equally by all piles. 8 Top must be laterally braced at a madmum of T41W o.c. Q Bottom braced at bearings. 10 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const 1.25 Comments 1 Point 0-1-12 Top 327 to 393 to 0 to 0lb 0 to ZHJ7 Bearing Length 03-0 2 Point 1-8-9 Top 1771b 2131b 0lb 0Ib 0Ib ZCJ3 Bearing Length G3-0 3 Point 3-8-9 Top 189 lb 226 lb 0Ili 0Ib 0lb ZCJ5 Continued on page 2... Notes Manufacturermfo Fit Coast Try T � u b -- m. n gmnoey bra orm mama m amee h Dm USA lt. Louisiana-Pacific Corpp ®a bm1 b be 2cot na Lisa b nbpoebb b 414 Union Street, Suite 2000 Nashvae. TN 37219 M4W24a0 meD�atbmF tlm. ntif+uycYbwBaurYlor Ns (81111)a2a03i5 Pm lrbse ~pmrp.carl cm nyaafsnn �m nY.ree q rabmu remo APA: PR4280, ICCES: ESR-2403, o 414u s,sum�mo.acn a-,rnmfe Trio design Isys8d inn; LADBS RR-25783. Florida F7.15'12B terllrffia UP Sorid-q d Desion Veedon 31.a1 maild 1a1111Q a.. ---a �...:o.. ,.n Client Upstate Builders Date: 91%2019 Page 20f3 SOLIDSTART"P1Ofet Designer. Claudia Martin BFSlsxsoFrwAgE Address: Port St. LUC)e Job Name: Frade Residence Project#: J37714 LVL1 LP-LVL 290OFb-2.OE 1.750" X 11.875" 3-Ply - PASSED Level: Level I. 1 2 3 a 11 7!6' 2Hanger(HHUS5S0110) JIc_J'. ill I "IS 114" 1 23' ..Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Conat 125 Comments Bearing Length 030 4 Part Uniform 4-8 4 to 2340 Top 116 PLF 139 PLF 0 PLF 0 PLF 0 PLF ZEJ7 Self Weight 18 PLF Natue Manufacturer Info East Coast7luse M beax Loubb PatlflG SM SL Lude BIW, FL em bbe b ed1 n:wL lro um b ��vmtb b 414 Ualm Sheet Suite 20M M w'�reae fa Nashvine. TN 3721g 7]2.4a0.24ea o..F�uobo�mLlw m.ywb.mt e+f v4n (M) e20-0325 wel�bt•4 v ..Ipcorp mm C'" 416N npw msarss bM taadme PaIDP APA: PR-1.280. ICGES: ESR4403, lv p • r. awn W 6Lb al. NaMuY 1N m16 1nb1=0 bveW loW lAD&S: RR-25783, Fladtla: FL15228 tNJtlA20 UP SclidStart Dedon Version 3.1D rBuild 18111151 Pma ro....a Client Upstate Builders Date: 92=019 Page 3 of 3 SOLIDSTART&Pmj"t Designer. Claudia Martin osstce mctvaas Address: Port St Lucie Job Name: Frede Residence Project#. J37714 LVL1 LP-LVL 290OFb-2.OE 1.750" X 11.875" 3-Ply - PASSED U et Level no N_ 2 Hanger (HHUS5.50110) A 227 I �51l4' Ply Analysis all plies using 2 rows of 10d Box nails (.1280") at 12" o.c- Nail from both sides. Maximum end distance not to exceed oad 0.0 PLF Yield Unlit per Foot 181.1 PLF Yield Limit per Fastener 90.5 fib. Yield Mode N Edge Distance 1 12' Min. End Distance 3' oad Combination umlion Factor 1.00 Notes 6lanufaelurerinfo East COastTucs lM5 mryns[ ereyeS tl heal m Om m" �o St. Ludo Blvd. FL LouiemnaPe�e COT dement cm n-mm.O h e. e4 ¢.ev n mb Rpvt 11e m b m 414 Ur Wn Street, Suite 29e0 USA 34e46 e®eaeamvmymme swdma me ewrmpSiYm ere ema mwume m ne csumve ra mmi sio Nasbvffl%TN37219 ]72 Ztad mnpmad6 wewemm�miehabb.sa mra.w (89a)pwrp-o wommmm4 r w'pata �swemm ARA:P 4280.I tmm9e e� 1hL^ desyn 6vaGd um0 L S& M83 Florida: Fl.15229 10131lNM Wsslidstart D.znn Vernon 1104 MAd 1a1111Ct