MOUNTAINSIDE HOMEBUILDERS "THE PINNACLE"

Size: px
Start display at page:

Download "MOUNTAINSIDE HOMEBUILDERS "THE PINNACLE""

Transcription

1 MOUNTAINIDE HOMEUILDE "THE PINNACLE" HEET INDEX HEET # C A1 A2 A A E1 HEET NAME COVE HEET FIT FLOO PLAN FONT & EA ELEVATION LEFT & IGHT ELEVATION INTEIO ELEVATION FOUNDATION PLAN FIT FLOO CEILING FAMING PLAN ACED WALL PANEL DEIGN OOF PLAN WALL ECTION ENGINEEING DETAIL ELECTICAL PLAN COPYIGHT 2014 MOUNTAINIDE HOMEUILDE /2014 heet Number C

2 '-" '-4" '-10 1/2" '- 1/2" 4'-6 1/2" 10'-2 1/2" LINEN (H.) 2'-6" 2'-" 10'-2 1/2" '-6" 2'-4 1/2" '-6" 10'-2 1/2" 9'-2 1/4" 11'- 1/2" 6'- 1/4" 1'-9" 4'-" 9'-0 1/2" 6'-4 1/2" '-6" '-6" 1'-6" 2'-6" 9'-0 /4" '-9 1/2" 11'-2" '-9 1/4" '-2 1/2" 9'-2" 2'-10" 4'- 1/2" 4'-1 /4" '-0" TYPE DOO CHEDULE DOO IZE WIDTH HEIGHT THK DECIPTION 1 '-0" 6'-" 1 /4" LIDING GLA DOO 2 '-0" 6'-" 1 /4" EE FONT ELEVATION 2'-" 6'-" 1 /4" 20 MINUTE ATED 4 2'-" 6'-" 1 /" 4 PANEL, PINE, POCKET 2'-6" 6'-" 1 /" 4 PANEL, PINE 6 2'-4" 6'-" 1 /" 4 PANEL, PINE (2) 6'-" 1 /" 4 PANEL, PINE (2) 1'-6" 6'-" 1 /" 2 PANEL, PINE 9 '-0" 6'-" 1 1/" CEENED DOO 6" HIGH WOOD AIL (<4" ETWEEN PICKET) 6x6 TEATED WOOD POT 60'-0" TYPE WINDOW IZE WIDTH HEIGHT WINDOW CHEDULE DECIPTION A '-0" '-2" FIXED W/ 24" D.H. FLANKE 2'-" '-2" DOULE-HUNG, VINYL C (2) 2'-" '-2" DOULE-HUNG, VINYL D 2'-4" '-10" DOULE-HUNG, VINYL E (2) 2'-4" '-2" DOULE-HUNG, VINYL CEENED POCH CONCETE 'x' CONC. PATIO 4'-0" '-0" 44'-0" INTALL INNAI TANKLE WATE HEATE IN TOAGE CLOET 1 10'-11 /4" 1'-11" 1'- 1/4" 6'-10" 9 E A C 6'- 1/2" 2'-6" D '-11" TOAGE LAUNDY 4 C. TILE DY WM FC 1 EAKFAT HADWOOD 4'-6 1/2" '-6" 21'-" DW DIP. KITCHEN HADWOOD ILAND 1 A4 A4 4 A4 LIVING OOM CATHEDAL CLG. HADWOOD A4 6" PE-FA GA FIEPLACE EDOOM 2 CAPET 6" WALL WALK-IN CLOET 10'- 1/2" 6 PANTY (H.) EF 1'-2 1/2" MICOWAVE AOVE ANGE A4 2 FIE-EITANT HEATH & UOUND FC 6'-2" '-2" CLOET MATE EDOOM CATHEDAL CLG. CAPET '- 1/2" FC 6 FC 4'-6" '-0" HADWOOD ATTIC CUTTLE FC 6 FC '-6" CLOET '-2" '-0" A4 MATE ATH C. TILE 6"x60" HOWE (FIEGLA) DINING OOM CATHEDAL CLG. HADWOOD 6 A4 ATH 2 C. TILE 14" UN TUNNEL EDOOM CAPET 1'-6 1/2" 11'- 1/2" 16'-10 1/2" '- 1/2" 10'-" 6'-6" '-0" '-" 11'-4 1/2" '-10" 10'-10" '-2 1/2" C POCH CONCETE 2 ' TU (FIEGLA) C '- 1/2" 1'-" MAIN HOUE FLOO TO GAAGE TOP PLATE TO E DIAP. TAI AEA CHEDULE NAME AEA HEATED AEA FONT POCH 1 F 26 F CEENED POCH 144 F GAAGE TOTAL AEA 40 F 2424 F x TEATED WOOD COLUMN 6" HIGH WOOD AIL (<4" ETWEEN PICKET) 2'-10" 2 9'- /16" 4'-9 /16" ' X ' GAAGE DOO LOPE FLOO 6'-6" 9'-0" 6'-6" 2 GENEAL NOTE: 1. CONTACTO TO VEIFY ALL DIMENION. 2. DO NOT CALE DIMENION FOM PINT. PLAN AND DETAIL AE NOT ALWAY DAWN TO CALE. UE DIMENION GIVEN O CONULT DEIGNE FO FUTHE CLAIFICATION.. ALL CONTUCTION HALL E IN ACCODANCE WITH THE 20 NOTH CAOLINA EIDENTIAL CODE AND LOCAL UILDING CODE. 4. GADE ELEVATION MAY VAY DUE TO TYPE OF FOUNDATION AND OTHE ON ITE CONIDEATION.. FLOO TO TOP PLATE FIT FLOO = 6. FLOO TO WINDOW HEAD FIT FLOO = '-0" DIMENION NOTE: 1. ALL EXTEIO DIMENION AE TO ICK O EXTEIO HEATHING. COPYIGHT 2014 MOUNTAINIDE HOMEUILDE FIT FLOO PLAN 1/4" = /2014 heet Number A1

3 FLOO TO TOP PLATE FLOO TO WINDOW HEAD '-0" FLOO TO TOP PLATE FLOO TO WINDOW HEAD '-0" '-2" '-" 4'-0" DOO CHEDULE DOO IZE TYPE WIDTH HEIGHT THK DECIPTION 1 '-0" 6'-" 1 /4" LIDING GLA DOO 2 '-0" 6'-" 1 /4" EE FONT ELEVATION 2'-" 6'-" 1 /4" 20 MINUTE ATED 4 2'-" 6'-" 1 /" 4 PANEL, PINE, POCKET 2'-6" 6'-" 1 /" 4 PANEL, PINE CONTINUOU IDGE VENT 6 2'-4" 6'-" 1 /" 4 PANEL, PINE CONTINUOU IDGE VENT (2) 6'-" 1 /" 4 PANEL, PINE (2) 1'-6" 6'-" 1 /" 2 PANEL, PINE EVEE OAD & ATTEN IDING "x24" VENT /4x6 HEAD UOUND 1 COMPOITION HINGLE EVEE OAD & ATTEN IDING 1x2 HINGLE MOULD 1x FACIA 1x4 FIEZE "x24" VENT /4x10 DIP CAP /4x HEAD (AT DOO) COMPOITION HINGLE 6 COMP. HINGLE "x24" VENT EVEE OAD & ATTEN IDING DIP CAP /4 x10 COMPOITION HINGLE 9 '-0" 6'-" 1 1/" CEENED DOO TYPE WINDOW IZE WIDTH HEIGHT WINDOW CHEDULE DECIPTION A '-0" '-2" FIXED W/ 24" D.H. FLANKE 2'-" '-2" DOULE-HUNG, VINYL C (2) 2'-" '-2" DOULE-HUNG, VINYL D 2'-4" '-10" DOULE-HUNG, VINYL E (2) 2'-4" '-2" DOULE-HUNG, VINYL 16" ATTEN LIND C 2 C 16' X ' GAAGE DOO THIN-ET TONE VENEE CONE TILE (TYP.) HOIZONTAL LAPPED IDING WATE TALE CAP (EE FOUNDATION ECTION) x TEATED WOOD COLUMN 6" HIGH WOOD AIL (<4" ETWEEN PICKET) HOIZONTAL LAPPED IDING /4x6 TIM (AT DOO) THIN-ET TONE VENEE HOIZONTAL LAPPED IDING FONT ELEVATION 1/4" = CONTINUOU IDGE VENT CONTINUOU IDGE VENT EVEE OAD & ATTEN IDING COMPOITION HINGLE COMPOITION HINGLE EVEE OAD & ATTEN IDING COOION EITANT FLAHING /4 x10 COOION EITANT FLAHING /4x6 A E 1 C TIM COOION EITANT FLAHING COOION EITANT FLAHING HOIZONTAL LAPPED IDING 6" HIGH WOOD AIL HOIZONTAL LAPPED IDING /4" X 1/2" 6x6 TEATED WOOD POT (<4" ETWEEN PICKET) CONE TILE (TYP.) EA ELEVATION 1/4" = GENEAL NOTE: 1. CONTACTO TO VEIFY ALL DIMENION. 2. DO NOT CALE DIMENION FOM PINT. PLAN AND DETAIL AE NOT ALWAY DAWN TO CALE. UE DIMENION GIVEN O CONULT DEIGNE FO FUTHE CLAIFICATION.. ALL CONTUCTION HALL E IN ACCODANCE WITH THE 20 NOTH CAOLINA EIDENTIAL CODE AND LOCAL UILDING CODE. 4. GADE ELEVATION MAY VAY DUE TO TYPE OF FOUNDATION AND OTHE ON ITE CONIDEATION.. DOWNPOUT IZE AND LOCATION TO E DETEMINED ON ITE Y GUTTE CONTACTO. 6. FLOO TO TOP PLATE FIT FLOO =. FLOO TO WINDOW HEAD FIT FLOO = '-0" COPYIGHT 2014 MOUNTAINIDE HOMEUILDE /2014 heet Number A2

4 FLOO TO TOP PLATE FLOO TO WINDOW HEAD '-0" FLOO TO TOP PLATE FLOO TO WINDOW HEAD '-0" TYPE DOO CHEDULE DOO IZE WIDTH HEIGHT THK DECIPTION 1 '-0" 6'-" 1 /4" LIDING GLA DOO 2 '-0" 6'-" 1 /4" EE FONT ELEVATION 2'-" 6'-" 1 /4" 20 MINUTE ATED 4 2'-" 6'-" 1 /" 4 PANEL, PINE, POCKET 2'-6" 6'-" 1 /" 4 PANEL, PINE 6 2'-4" 6'-" 1 /" 4 PANEL, PINE (2) 6'-" 1 /" 4 PANEL, PINE (2) 1'-6" 6'-" 1 /" 2 PANEL, PINE 9 '-0" 6'-" 1 1/" CEENED DOO CONTINUOU IDGE VENT EVEE OAD & ATTEN IDING TYPE WINDOW IZE WIDTH HEIGHT WINDOW CHEDULE DECIPTION A '-0" '-2" FIXED W/ 24" D.H. FLANKE 2'-" '-2" DOULE-HUNG, VINYL C (2) 2'-" '-2" DOULE-HUNG, VINYL D 2'-4" '-10" DOULE-HUNG, VINYL E (2) 2'-4" '-2" DOULE-HUNG, VINYL EVEE OAD & ATTEN IDING CONTINUOU IDGE VENT COMPOITION HINGLE COOION EITANT FLAHING DIP CAP COOION EITANT FLAHING DIECT VENT FLUE DIP CAP COMPOITION HINGLE 4 im 16" OAD & ATTEN HUTTE 9 /4 x4 COOION EITANT FLAHING COOION EITANT FLAHING HOIZONTAL LAPPED IDING /4 x 1/2" CONE TILE (TYP.) HOIZONTAL LAPPED IDING 6x6 TEATED WOOD POT IGHT IDE ELEVATION 1/4" = EVEE OAD & ATTEN IDING CONTINUOU IDGE VENT COMPOITION HINGLE CONTINUOU IDGE VENT 4 1x2 HINGLE MOULD 1x FACIA COOION EITANT FLAHING CONTINUOU IDGE VENT COMPOITION HINGLE COMPOITION HINGLE "x24" VENT EVEE OAD & ATTEN IDING COMP. HINGLE DIP CAP /4 x4 COOION EITANT FLAHING DIP CAP /4x10 /4x6 HEAD D TIM HOIZONTAL LAPPED IDING COOION EITANT FLAHING GENEAL NOTE: 1. CONTACTO TO VEIFY ALL DIMENION. 2. DO NOT CALE DIMENION FOM PINT. PLAN AND DETAIL AE NOT ALWAY DAWN TO CALE. UE DIMENION GIVEN O CONULT DEIGNE FO FUTHE CLAIFICATION.. ALL CONTUCTION HALL E IN ACCODANCE WITH THE 20 NOTH CAOLINA EIDENTIAL CODE AND LOCAL UILDING CODE. 4. GADE ELEVATION MAY VAY DUE TO TYPE OF FOUNDATION AND OTHE ON ITE CONIDEATION.. DOWNPOUT IZE AND LOCATION TO E DETEMINED ON ITE Y GUTTE CONTACTO. 6. FLOO TO TOP PLATE FIT FLOO =. FLOO TO WINDOW HEAD FIT FLOO = '-0" 6x6 TEATED WOOD POT HOIZONTAL LAPPED IDING CONE TILE (TYP.) 6" HIGH WOOD AIL (<4" ETWEEN PICKET) 16' X ' GAAGE DOO LEFT IDE ELEVATION 1/4" = COPYIGHT 2014 MOUNTAINIDE HOMEUILDE /2014 heet Number A

5 6'-1 1/2" '-0" 1'-6" '-6" '-0" 1'-6" '-6" 1'-1" '-0" '-0" 2'-" 1'-6" FILLE 2'-" 6'-0" 2'-6" 2'-6" 2'-6" '-" 24" DEEP CAINET OVE EF. MIO MIO 0" MICOWAVE 1'-9" DW '-0" INK AE ELEVATION 1 /" = '-6" 2'-6" 2'-6" ANGE 2'-6" '-" ELEVATION 2 /" = FILLE ELEVATION /" = ELEVATION 4 /" = 2'-" 1'-6" 2'-" ELEVATION /" = '-6" ELEVATION 6 /" = ADJ. HELVE WOOD MANTEL 6" FIEPLACE FILLE '-" FILLE 6'-1 /4" FILLE FIE EITANT FLUH HEATH & " TILE UOUND ELEVATION /" = '-" FILLE COPYIGHT 2014 MOUNTAINIDE HOMEUILDE /2014 heet Number A4

6 '-" '-4" 6'- 1/4" 2'-" 2'-" '-0" 4'-0" '-0" '-0" 60'-0" TUN DOWN LA 4" CONCETE LA ON GADE 4" CONCETE LA W/ TEMITE TEATMENT UNDENEATH im im 4" CONC. LA W/ WIE MEH EINFOCING (000 PI MIN.) TEMITE TEATMENT TO E UNDENEATH LA W/ 6 MIL. POLY VAPO AIE 6'-11 /" 60'-0" TUN DOWN LA 4" CONCETE LA W/ TEMITE TEATMENT UNDENEATH 2'-10" 2 9'- /16" 4'-9 /16" 2'-10 1/2" (2) 1/2" ANCHO OLT 4" CONC. LA W/ WIE MEH EINFOCING (000 PI MIN.) TEMITE TEATMENT TO E UNDENEATH LA W/ 6 MIL. POLY VAPO AIE 1'-1 /" LOPE FLOO LA FOUNDATION NOTE: 1. CONTACTO TO VEIFY ALL DIMENION. 2. DO NOT CALE DIMENION FOM PINT. PLAN AND DETAIL AE NOT ALWAY DAWN TO CALE. UE DIMENION GIVEN O CONULT DEIGNE FO FUTHE CLAIFICATION.. ALL LA TO E 4" MINIMUM DEPTH W/ 6x6-10/10 WELDED WIE MEH EINFOCING O EQUAL FIE MEH EINFOCING W/ DOAGE AMOUNT OF. TO 1. POUND PE CUIC YAD. 4. GAAGE LA: 000 PI MINIMUM. POCH LA: 000 PI MINIMUM 6. ALL CONCETE LA EXPOED TO WEATHE TO HAVE MINIMUM,000 PI TENGTH.. ALL OTHE LA: 200 PI MINIMUM. TEMITE PE-TEATMENT O EQUIVALENT EQUIED UNDE ALL LA. 9. POVIDE CONTOL JOINT IN LA EVEY ' (MAX.) ON CENTE AND AT FOUNDATION OFFET. 10.POVIDE 6 MIL VAPO AIE UNDE ALL ENCLOED LA. 11. ALL EXTEIO WALL TO E ANCHOED W/ 1/2" DIAMETE OLT PLACED 6'-0" O.C. & NOT MOE THAN " FOM CONE. OLT HALL EXTEND A MIN. OF " INTO MAONY O CONCETE. EQUIVALENT ANCHO TAP AT EQUIVALENT PACING AE AN ACCEPTALE UTITUTE.. THI FOUNDATION DEIGNED FO THE UE OF OOF TUE ONLY. (NO INTEIO EAING PATITION) 1. FOUNDATION DEIGN AED ON 2,000 PF OIL EAING CAPACITY. 16'-" (2) 1/2" ANCHO OLT 2'-10 1/2" COPYIGHT 2014 MOUNTAINIDE HOMEUILDE LA FOUNDATION PLAN 1/4" = 91'-2 /16" /2014 heet Number 1

7 CIO TUE, 24" O.C. CIO TUE, 24" O.C. ATTIC TOAGE TUE, 24" O.C. ()2x ()2x TEATED WOOD POT PE PLAN - TYP. (UILDE TO POVIDE MIN. /16" THICK TEEL PLATE AT EAM-TO-COLUMN CONNECTION TO POVIDE UPLIFT AND ACKING UPPOT) EAM PE PLAN EAM PE PLAN 6x6 TEATED WOOD POT W/ IMPON AU66 AE (TYP. AT CENTE COLUMN) ALL 6x6 WOOD CONE POT TO HAVE IMPON AU66 AE AND UPPE CONE CONNECTION (EE CONE CONNECTION DETAIL ON THI HEET) CONE CONNECTION DETAIL /4" = TEATED WOOD COLUMN PE PLAN 2 OOF TUE, 24" O.C. 1/2" X 9 1/4" LVL 2 ()2x10 1/2" X 11 /" LVL ()2x10 GENEAL NOTE FO PLAN: 1. DEIGN AED ON 20 NOTH CAOLINA EIDENTIAL UILDING CODE. 2. ALL CONTUCTION HALL E IN ACCODANCE WITH 20 NOTH CAOLINA EIDENTIAL CODE AND LOCAL UILDING CODE. CONTUCTION POJECT IN OUTH CAOLINA HALL E IN ACCODANCE WITH THE INTENATIONAL EIDENTIAL UILDING CODE.. CONTACTO TO VEIFY ALL DIMENION. 4. DO NOT CALE DIMENION FOM POJECT DAWING. PLAN AND DETAIL AE NOT ALWAY DAWN TO CALE. UE DIMENION GIVEN O CONULT DEIGNE FO FUTHE CLAIFICATION.. EAM, TU, AND/O "I" JOIT LAYOUT O IZE HALL NOT DEVIATE FOM THI PLAN UNLE APPOVED Y HOIDA ENGINEEING, PLLC. 6. ALL JOIT, AFTE, AND EAM PAN DETEMINED FO THE UE OF #2 OUTHEN YELLOW PINE. ANY OTHE PECIE MUT E VEIFIED.. OOF AND FLOO TUE HALL E DEIGNED Y TU MANUFACTUE. OOF AND FLOO TU PACING HALL NOT EXCEED 24" O.C.. DEIGN AUMPTION:.1. AIC WIND PEED ( ECOND GUT): 90 MPH.2. WIND EXPOUE CATEGOY:.. OCCUPANCY CATEGOY: II.4. EIMIC DEIGN CATEGOY: C.. EIMIC ITE CLA: D.6. WEATHEING: MODEATE 9. DOULE JOIT IN ECOND FLOO UNDE ALL PAALLEL PATITION. 10.FAMING HEIGHT: FLOO TO TOP PLATE FIT FLOO = FLOO TO WINDOW HEAD FIT FLOO = '-0" 11. ECOND FLOO JOIT PAN DETEMINED Y DEIGN LOAD OF 40 psf. LIVE, 10 psf. DEAD LOAD. DEIGN LOAD FO OOF TUE TO E: TOP CHOD = 20 psf. LIVE, 10 psf. DEAD LOAD OTTOM CHOD = 0 psf. LIVE, 10 psf. DEAD LOAD 1. LVL/PL' HALL HAVE THE FOLLOWING MINIMUM DEIGN PAAMETE: 1.1. EAM MODULE OF ELATICITY (E): 2.0 X 106/ PI ENDING (Fb):,100 PI (AED ON 100% LOAD DUATION) HOIZONTAL HEA (Fv): 2 PI (AED ON 100% LOAD DUATION AND TE APPLIED PEPENDICULA TO GLUE LINE) COMPEION PAALLEL TO GAIN (Fc11):,000 PI (AED ON 100% LOAD DUATION.) COMPEION PEPENDICULA TO GAIN (Fc), 0 PI (TE APPLIED PAALLEL TO GLUE LINE.) 1.2. COLUMN MODULE OF ELATICITY (E): 1. X 106/ PI ENDING (Fb): 2,60 PI (AED ON 100% LOAD DUATION) HOIZONTAL HEA (Fv): 2 PI (AED ON 100% LOAD DUATION AND TE APPLIED PEPENDICULA TO GLUE LINE.) COMPEION PAALLEL TO GAIN (Fc11):,000 PI (AED ON 100% LOAD DUATION.) COMPEION PEPENDICULA TO GAIN (Fc), 0 PI (TE APPLIED PAALLEL TO GLUE LINE.) 14. ALL ENGINEEED PODUCT HALL E INTALLED IN ACCODANCE WITH THE MANUFACTUE' PECIFICATION. 1. ALL EXTEIO WALL HEATHING HALL E /16" O. ()2x ()2x ()2x 2 ()2x10 OOF TUE, 24" O.C. ()2x 2 2x6 CEILING JOIT, 16" O.C. ()2x10 2x6 CEILING JOIT, 16" O.C. ()2x ATTIC TOAGE TUE, 24" O.C. HEADE/EAM NOTE FO DIMENIONAL LUME - FIT FLOO: 1. ALL EXTEIO HEADE HALL E #2 OUTHEN YELLOW PINE O ETTE UNLE OTHEWIE NOTED. 2. ALL INTEIO LOAD EAING HEADE HALL E #2 OUTHEN YELLOW PINE O ETTE UNLE OTHEWIE NOTED.. ALL INTEIO NON LOAD EAING HEADE HALL E (2)2x4 #2 OUTHEN YELLOW PINE O ETTE UNLE OTHEWIE NOTED. 4. ANY HEADE, EAM, JOIT, COLUMN IZE UING DIMENIONAL LUME O TIME NOTED ON THE DAWING HALL E #2 OUTHEN YELLOW PINE.. IF NOT PECIFIED ON DAWING, A MINIMUM OF ONE JACK TUD HOULD E PLACED ENEATH ALL NON-LOAD EAING EXTEIO AND LOAD EAING INTEIO HEADE. ALO, A MINIMUM OF ONE JACK TUD HOULD E PLACED ENEATH NON-LOAD EAING EXTEIO AND INTEIO HEADE WITH PAN EQUAL TO O GEATE THAN 4 FEET. ALL x WOOD CONE POT TO HAVE IMPON AU AE AND UPPE CONE CONNECTION (EE CONE CONNECTION DETAIL ON THI HEET) x TEATED WOOD POT W/ IMPON AU AE (TYP. AT CENTE COLUMN) 1/2" X 11 /" LVL ()2x ()2x EAING WALL YMOL = WOOD POT NOTE: ALL POT HALL HAVE IMPON AU AE AED ON COLUMN DIMENION. 4x4 P.T. POT = AU44 AE 6x6 P.T. POT = AU66 AE x P.T. POT = AU AE FIT FLOO CEILING FAMING PLAN 1/4" = COPYIGHT 2014 MOUNTAINIDE HOMEUILDE /2014 heet Number 2

8 10.2' 2.4'.'.4' WL #1 WL #2 6.9' 4.' 6.4' 9.4'.9' WL # ACED WALL ANALYI METHOD UED: C-WP G MAIN HOUE CALCULATION: WL A EQUIED TOTAL ACED WALL LENGTH ACTUAL LENGTH ACED WALL LINE #1 4.2 FT 22.1 FT ACED WALL LINE #2 4.2 FT 2.4 FT ACED WALL LINE #.0 FT 1.0 FT ACED WALL LINE #4.0 FT.6 FT GAAGE CALCULATION: EQUIED TOTAL ACED WALL LENGTH ACTUAL LENGTH ACED WALL LINE "A".4 FT 1. FT ACED WALL LINE "".4 FT 1. FT ACED WALL LINE "C".4 FT 22.0 FT ACED WALL LINE "D".4 FT. FT 16.' 22.0' WL #4 4.6' 4.2'.4'.0' 4.' 6.'.' WL 1.' HOLD-DOWN FIT FLOO ACED WALL PLAN 1/4" = 2.9' 2.9' 4.' 6.2' 4.' WL C ACED WALL PANEL NOTE: 1. THE ACED WALL HEATHING DEIGN WA PEFOMED Y HOIDA ENGINEEING, PLLC IN ACCODANCE WITH THE 20 NOTH CAOLINA TATE EIDENTIAL UILDING CODE. 2. POVIDE CONTINUOU /16" O EXTEIO HEATHING TO ENTIE TUCTUE UNLE NOTED OTHEWIE (U.N.O.). EXTEIO ACED WALL PANEL METHOD I C-WP. 4. INTEIO ACED WALL PANEL METHOD I G. U.N.O. (EE DETAIL ON HEET #6). THE C-WP FATENING METHOD HALL CONIT OF 6d COMMON NAIL AT A MAX. 6" PACING AT EDGE AND " PACING AT INTEMEDIATE UPPOT. 6. EE HEET #6 FO DETAIL ON HOLD DOWN.. EE HEET #6 FO ENGINEEED DEIGN POTAL FAME DETAIL. ACED WALL PANEL YMOL = COPYIGHT 2014 MOUNTAINIDE HOMEUILDE WL D /2014 heet Number

9 2x6 AFTE, 16" O.C. IDGE IDGE OOF TUE, 24" O.C. IDGE 2" CONTINUOU OFFIT VENT '-0" LONG CONTINUOU IDGE VENT 16'-0" LONG 2" CONTINUOU OFFIT VENT '-0" LONG OOF TUE, 24" O.C. 2" CONTINUOU OFFIT VENT 4'-0" LONG 2" CONTINUOU OFFIT VENT 6'-0" LONG (IN AKE) 2" CONTINUOU OFFIT VENT 6'-0" LONG (IN AKE) CONTINUOU IDGE VENT 60'-0" LONG IDGE 2" CONTINUOU OFFIT VENT 6'-0" LONG (IN AKE) 2" CONTINUOU OFFIT VENT 16'-0" LONG 2" CONTINUOU OFFIT VENT 6'-0" LONG (IN AKE) "x24" GALE VENT (NET FEE AEA: 20.I.) 2" CONTINUOU OFFIT VENT '-0" LONG 2" CONTINUOU OFFIT VENT '-0" LONG CONTINUOU IDGE VENT LONG OOF TUE, 24" O.C. 2" CONTINUOU OFFIT VENT '-0" LONG 2" CONTINUOU OFFIT VENT '-0" LONG IDGE 2x6 AFTE, 16" O.C. IDGE OOF TUE, 24" O.C. "x24" GALE VENT (NET FEE AEA: 20.I.) CONTINUOU IDGE VENT 2 LONG ATTIC VENTILATION CALCULATION MAIN HOUE VENTILATION EQUIED: 2.F. TIME 144 TIME 1/00 = 101.I. MAIN HOUE INLET VENTILATION HOWN: 1.I. CONTINUOU OFFIT VENT MAIN HOUE OUTLET VENTILATION HOWN: 19.I. CONTINUOU IDGE VENT / GALE VENT 2" CONTINUOU OFFIT VENT 2 LONG GAAGE VENTILATION EQUIED: 69.F. TIME 144 TIME 1/00 =.I. GAAGE INLET VENTILATION HOWN: 46.I. CONTINUOU OFFIT VENT GAAGE OUTLET VENTILATION HOWN: 626.I. CONTINUOU IDGE VENT / GALE VENT "x24" GALE VENT (NET FEE AEA: 20.I.) OOF PLAN 1/4" = COPYIGHT 2014 MOUNTAINIDE HOMEUILDE /2014 heet Number 4

10 2" '-2 /4" MAIN HOUE FLOO TO OTTOM OF EAM MAIN HOUE FLOO TO OTTOM OF JOIT 6" MIN. 6" MIN. 6" MIN. 10 /4" " MIN. " MIN. " MIN. FLOO TO TOP PLATE MAIN HOUE FLOO TO GAAGE TOP PLATE '-2 /4" MAIN HOUE FLOO TO OTTOM OF EAM MAIN HOUE FLOO TO OTTOM OF JOIT 10 /4" MAIN HOUE FLOO TO OTTOM OF TUE FLOO TO TOP PLATE 11 /16" 1'-0 9/16" 11 /16" 1'-1 9/16" 1'-0 /16" OOF TUE, 24" O.C. OOF TUE, 24" O.C. OOF TUE, 24" O.C. OOF TUE, 24" O.C. CIO TUE, 24" O.C. COMPOITION HINGLE "TITANIUM" OOFING FELT FOIL ACK /" UNDELAYMENT COMPOITION HINGLE "TITANIUM" OOFING FELT FOIL ACK /" UNDELAYMENT COMPOITION HINGLE "TITANIUM" OOFING FELT FOIL ACK /" UNDELAYMENT COMPOITION HINGLE "TITANIUM" OOFING FELT FOIL ACK /" UNDELAYMENT COMPOITION HINGLE "TITANIUM" OOFING FELT /" UNDELAYMENT GUTTE GUTTE GUTTE OOF TU CLIP PE OOF TU MANUFACTUE GUTTE OOF TU CLIP PE OOF TU MANUFACTUE GUTTE. 1x 2" CONT. VENT /" PLYWOOD OFFIT OOF TU CLIP PE OOF TU MANUFACTUE 1x 2" CONT. VENT /" PLYWOOD OFFIT OOF TU CLIP PE OOF TU MANUFACTUE 1x 2" CONT. VENT /" PLYWOOD OFFIT 1x4 1x 1x4 1x10 1x 2" CONT. VENT /" PLYWOOD OFFIT 1x10 1x 2" CONT. VENT /" PLYWOOD OFFIT OOF TU CLIP PE OOF TU MANUFACTUE IDING PE PLAN UILDING WAP /16" O HEATHING 2x6 TUD, 16" O.C. -21 HD INULATION IDING PE PLAN UILDING WAP /16" O HEATHING 2x4 TUD, 16" O.C. "x" COLUMN 6x6 TEATED WOOD POT IDING PE PLAN UILDING WAP /16" O HEATHING 2x6 TUD, 16" O.C. -21 HD INULATION ECTION 1 1 1/2" = ECTION 2 1 1/2" = ECTION 1 1/2" = ECTION 4 1 1/2" = ECTION 1 1/2" = IDING PE PLAN 1/2" GYPUM 1/2" GYPUM IDING PE PLAN UILDING WAP /16" O HEATHING 2x6 TUD, 16" O.C. UILDING WAP /16" O HEATHING 2x4 TUD, 16" O.C. -21 HD INULATION COMPOITION HINGLE "TITANIUM" OOFING FELT FOIL ACK /" UNDELAYMENT GUTTE 2x6 AFTE, 16" O.C. 2x4 OOF TU CLIP PE OOF TU MANUFACTUE 1'- 1/4" COOION EITANT FLAHING 2x4 CAP (TIM TO FIT) 1x4 THIN ET TONE VENEE TEATED 2x6 PLATE, ANCHOED W/ 1/2" DIA. OLT W/ x WAHE (6' O.C. AND " FOM CONE - " EMEDMENT) AE MOULD FINIH FLOO 4" CONC. LA (MIN. 200 PI) 6 MIL. POLY. FILM 2"x24" -10 IGID INULATION (IF EQUIED) 4" COMPACTED GANULA MATEIAL IDING PE PLAN UILDING WAP /16" O HEATHING 2x6 TUD, 16" O.C. -21 HD INULATION COOION EITANT FLAHING TEATED 2x6 PLATE, ANCHOED W/ 1/2" DIA. OLT W/ x WAHE (6' O.C. AND " FOM CONE - " EMEDMENT) AE MOULD FINIH FLOO 4" CONC. LA (MIN. 200 PI) 6 MIL. POLY. FILM 2"x24" -10 IGID INULATION (IF EQUIED) 4" COMPACTED GANULA MATEIAL COOION EITANT FLAHING 2x4 CAP (TIM TO FIT) 1x4 THIN ET TONE VENEE TEATED 2x4 PLATE, ANCHOED W/ 1/2" DIA. OLT W/ x WAHE (6' O.C. AND " FOM CONE - " EMEDMENT) 4" CONC. LA (MIN. 000 PI) 4" COMPACTED GANULA MATEIAL 1x 1x4 2x6 CEILING JOIT, 16" O.C. 2" CONT. VENT /" PLYWOOD OFFIT 1x4 1x 1x10 2" " " " " " " " " " "x" COLUMN CONCETE FOOTING CONCETE FOOTING CONCETE FOOTING TEATED 4x4 ECTION 6 1 1/2" = ECTION 1 1/2" = ECTION 1 1/2" = ECTION 9 1 1/2" = WOOD ACKET DETAIL 1 1/2" = COPYIGHT 2014 MOUNTAINIDE HOMEUILDE /2014 heet Number

11 1'-6" OTH IDE 4" MAX. FULL 4'x' HEET OF HEATHING (NO PLICE) OTH IDE OF WALL " " UE /16" O EXTEIO AND INTEIO HEATHING ON ENTIE WALL OF GAAGE. 4'-0" TOP PLATE /16" O, NAILED W/ d NAIL AT 4" O.C. 2 KING TUD EHIND TAP GAAGE DOO OPENING EXTEND GAAGE DOO HEADE TO KING TUD HEADE PE PLAN PLAN VIEW /4" = IMPON C22- NAILED W/ 1-10d NAIL AT 2" O.C. AT EDGE OF HEATHING 2ND FLOO 4" O LE OLID TUD PACK FO EAING OUTLINE OF HEATHING VAIE (" MIN.) HEATHING NOTE: HEATH INIDE WALL WITH /16" MIN. O, NAILED W/ d NAIL AT 4" O.C. HEATH OUTIDE WALL WITH /16" MIN. O, NAILED W/ d NAIL AT 4" O.C. ACED WALL PANEL IMPON C22 COILED TAP W/ () 10d NAIL FLOO JOIT IMPON C22 TAP IMPON LTP4 PLATE CONE CONE ACED WALL PANEL "x"x.2 WAHE NOTE: GOUT ALL CELL WHICH CONTAIN EA AND THEADED OD. ACED WALL PANEL (2) 1/2" ANCHO OLT W/ " MIN. EMEDMENT IN CONCETE (IF MAONY TEM WALL I UED, EE TEM WALL EINFOCEMENT DETAIL ON THI HEET.) (2) IMPON C22- WAPPED UNDE ILL PLATE ON OTH IDE (FATEN PE MANUF. PEC) (O (2) IMPON LTHD INTEAD OF C22 TAP AND ANCHO OLT) OTTOM PLATE 1T FLOO IMPON DTT2Z O EQUAL HOLD-DOWN CONCETE FOOTING EE "1T FLOO-TO-CAWL FOUNDATION HOLD-DOWN DETAIL" FO CAWL PACE APPLICATION ILL AND PIE IMPON C22 CONE TAP AND ILL IMPON LTP4 /" DIA. THEADED OD EXTENDED INTO FOOTING FOOTING FACE ICK (OPTIONAL) 4" O " CMU WALL ENGINEE DEIGNED POTAL FAME DETAIL AT GAAGE OPENING W/ NAOW LUG /" = ACED WALL PANEL WITH 00 L. UPLIFT CAPACITY ON 2ND O D TOY /" = PIE 1T FLOO TO CAWL FOUNDATION HOLD-DOWN DETAIL /" = FOOTING " COVE TEM WALL EINFOCEMENT /" = MIN. 2" CUT WAHE TYPICAL TEM WALL ECTION /" = HEATHED FAMING AOVE TO POVIDE LATEAL TAILITY TO TOP OF EAM CONTINUOU IM O END JOIT FULL HEIGHT CONTINUOU ALONG LENGTH OF ACED WALL PANEL FLOO JOIT PE PLAN d (0.11"x2.") NAIL EACH IDE OF JOIT O. I EQUIED IF JOIT FAMING I PAALLEL TO EAM. FAMING I TO E PACED 24" O.C. O LE CONTINUOU KING TUD HOULD E NAILED INTO END OF EAM UING (6) 10d (0.11"x") NAIL FO EAM <1" DEEP LOW HEADE FATEN MULTI-PLY EAM PE MANUFACTUE ECOMMENDATION PEPENDICULA FAMING 6" O.C. ALONG ACED WALL PANEL ACED WALL PANEL () 16" O.C. ALONG ACED WALL PANEL PEPENDICULA FAMING CONTINUO IM O END JOIT 6" O.C. ALONG ACED WALL PANEL ACED WALL PANEL () 16" O.C. ALONG ACED WALL PANEL FULL HEIGHT CONTINUOU ALONG LENGTH OF ACED WALL PANEL FATEN HEETOCK TO TOP PLATE 1/2" HEETOCK FATEN HEETOCK TO FAMING MEME WITH NAIL O " O.C. MAX. PACING. FATENE TYPE PE NCC TALE 02.. OTH IDE OF WALL FATEN HEETOCK TO OTTOM PLATE /16" O HEATHING IMPON C22 COIL TAP O EQUIVALENT (24" MIN.) 2x OTTOM PLATE (2) IMPON LTP4 FAMING PLATE IDE Y IDE O EQUIVALENT FAMING PLATE 2x6 ILL PLATE W/ 1/2" DIA. ANCHO 6'-0" O.C. & WITHIN " FOM EACH CONE (" MIN. EMEDMENT O APPOVED ANCHO EQUIVALENT PACING) FLOO JOIT PE ENGINEE ACED WALL PANEL CONNECTION WHEN PAALLEL TO FLOO/CEILING FAMING /" = INTEIO ACED GYPUM PANEL (G) /" = FOOTING IZE PE ENGINEE GAAGE DOO DETAIL /" = CONTINUOU IM O END JOIT ADDITIONAL FAMING MEME DIECTLY AOVE ACED WALL PANEL FULL 16" O.C. ALONG ACED WALL PANEL CAWL PACE APPLICATION ACED WALL PANEL HOLD-DOWN DETAIL /4" = 6" O.C. ALONG ACED WALL PANEL 6" O.C. ALONG ACED WALL PANEL TOE NAIL () d NAIL AT EACH MEME ACED WALL PANEL ACED WALL PANEL ACED WALL PANEL () 16" O.C. ALONG ACED WALL PANEL () 16" O.C. ALONG ACED WALL PANEL () EACH MEME (2) 16d NAIL EACH IDE CONTINUO IM O END JOIT ADDITIONAL FAMING MEME DIECTLY ELOW ACED WALL PANEL FULL 16" O.C. ACED WALL PANEL CONNECTION WHEN PEPENDICULA TO FLOO/CEILING FAMING /" = /2014 heet Number 6

12 TV TV TJ TJ TJ TV TV ELECTICAL YMOL LEGEND OVEHEAD LIGHT E P OVEHEAD EYE-ALL LIGHT OVEHEAD ECEED LIGHT OVEHEAD PENDANT LIGHT PADDLE FAN WITH LIGHT KIT PADDLE FAN WALL MOUNTED LIGHT CEENED POCH FLOUECENT LIGHT TWIN POT EXHAUT FAN EXHAUT FAN / LIGHT COMO INTALL INNAI TANKLE WATE HEATE IN TOAGE CLOET WP FAN LT D TJ DATA JACK TELEPHONE JACK TV TELEVIION JACK LAUNDY DW DIP. EDOOM 2 110V ECEPTACLE 110V WITCHED ECEPTACLE 220V ECEPTACLE DY WM EAKFAT LIVING OOM 110V CEILING ECEPTACLE 110V FLOO ECEPTACLE LT WP 110V WATE-POOF EXTEIO ECEPTACLE KITCHEN FAN FAN D MOKE DETECTO EF ANGE LT LT D CO CAON MONOXIDE DETECTO 1-WAY WITCH D CO D CO D 4 -WAY WITCH 4-WAY WITCH -WAY WITCH D LT FAN MATE EDOOM MATE ATH DINING OOM ATH 2 EDOOM POCH WP KEYLE LIGHT IN ATTIC TOAGE FIT FLOO ELECTICAL PLAN 1/4" = COPYIGHT 2014 MOUNTAINIDE HOMEUILDE /2014 heet Number E1

Custom Home Design By SDS-CAD Specialized Design Systems Plan #87

Custom Home Design By SDS-CAD Specialized Design Systems Plan #87 EVIION D-CAD pecialized Design ystems esidential Design Custom Home Design By D-CAD pecialized Design ystems Plan #87 Page 1 Cover Page Page 2 Main Floor Plan Page Basement Plan Page 4 Front & ight Elevation

More information

MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)

MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Steet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Floida 33175-2474 T (786) 315-2590

More information

TREMLOCK SL INSTALLATION MANUAL

TREMLOCK SL INSTALLATION MANUAL TREMLOCK SL INSTALLATION MANUAL TREMLOCK SL TremLock SL i a concealed fatener architectural tanding eam roof panel. The TremLock SL panel are eaily intalled over decking, utilizing metal clip. TremLock

More information

Plan #104. SDS-CAD Specialized Design Systems. Residential Design

Plan #104. SDS-CAD Specialized Design Systems. Residential Design REVIION D-CAD pecialized Design ystems P O Box 7 Mendon, Utah D-CAD pecialized Design ystems Plan #10 Page1 Main Floor Plan Page 2 Basement Plan Page Front & Right Elevation Page Back & Left Elevation

More information

THE BARN YARD & GREAT COUNTRY GARAGES. custom garage special packages

THE BARN YARD & GREAT COUNTRY GARAGES. custom garage special packages custom gaage special packages s ASK FOR A FREE INFO FLYER! g 24' x 24' Newpot 1 ½ Stoy 2-Ca Gaage $29,995 24' x 36' Newpot 1 ½ Stoy 3-Ca Gaage $39,995 24' x 30' Patiot 1 ½ Stoy 2-Ca Gaage $34,995 28' x

More information

GARAGE MAIN FLOOR PLAN

GARAGE MAIN FLOOR PLAN REVIION 30 year dimensional shingles and Metal Verticle siding over structural sheathing. Nailing schedule is " on ends 12" on centers d nails. Trusses are engineered on 2" and framing is 2" x " on 1"

More information

System Report. Design for Combined Shear and Uplift from Wind. and equipment, and Section Analysis

System Report. Design for Combined Shear and Uplift from Wind. and equipment, and Section Analysis ystem Report R-101B JANUARY 2010 Design for Combined hear and Uplift from Wind 1. BAI OF THE YTEM REPORT n 2009 and 2006 International Building Code: ections 104.11 Alternative materials, design and methods

More information

8 SPECIAL { { $2,500. Extra Special Savings Labor Day Weekend! Sat-Sun-Mon Call or Visit for Details PACKAGES AVAILABLE COME SEE IT IN ELLINGTON

8 SPECIAL { { $2,500. Extra Special Savings Labor Day Weekend! Sat-Sun-Mon Call or Visit for Details PACKAGES AVAILABLE COME SEE IT IN ELLINGTON 24x24 NEWPORT BIG E DISPLAY MODEL GARAGE S 2 Ca 1½ Stoy Gaage S 2 Sets of State Engineeed Bluepints fo Gaage & Foundation Achitectual 3D Rendeings of Completed Gaage 2x4 Wall Constuction 16" O.C. Fist

More information

CUSTOM GARAGES. Now booking for spring build dates! HURRY, CALENDAR FILLS UP FAST POST & BEAM BARNS SAVE $6,400 THE BARN YARD & GREAT COUNTRY GARAGES

CUSTOM GARAGES. Now booking for spring build dates! HURRY, CALENDAR FILLS UP FAST POST & BEAM BARNS SAVE $6,400 THE BARN YARD & GREAT COUNTRY GARAGES CUSTOM GARAGES Display Gaage Will Sell Fast! 24' x 30' Display Patiot 1 ½ Stoy 2-Ca Gaage 1½ Stoy 1 Stoy { { $2,000 Fee Options $1,500 Fee Options 9 SPECIAL PACKAGES AVAILABLE See website fo details TheBanYadStoe.com/special-packages

More information

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel

More information

3.4 BUTT FUSION WELDING

3.4 BUTT FUSION WELDING 3.4 BUTT FUSION 3.4.1 INTRODUCTION The butt welding proce conit of the joining of two component (pipe and/or fitting) of equal diameter and thickne in which the urface to be welded are heated until melting

More information

United Inch (UI) is calculated by adding width plus height (W+H=UI). Add $4.00 to List price per item for applied (punched) hardware. See page 52.

United Inch (UI) is calculated by adding width plus height (W+H=UI). Add $4.00 to List price per item for applied (punched) hardware. See page 52. . Lang Company ECTION LIT PICE ALUMINUM FAME UNCEEN UNCEEN Pricing Per UNITED INC PAT NO. DECIPTION 0-79 UI 80+ UI ECTION G.210 1 OLL FOM FAME 1 G1130F80 unscreen or 80% untex $0.69 $0.64 G1130F90 uperolar

More information

SANITARY ENGINEERING ASSISTANT, 7866 SANITARY ENGINEERING ASSOCIATE, 7870 SANITARY ENGINEER, 7872

SANITARY ENGINEERING ASSISTANT, 7866 SANITARY ENGINEERING ASSOCIATE, 7870 SANITARY ENGINEER, 7872 8-8-86 SANITARY ENGINEERING ASSISTANT, 7866 SANITARY ENGINEERING ASSOCIATE, 7870 SANITARY ENGINEER, 7872 Summay of Duties : Pefoms pofessional sanitay and envionmental engineeing wok in connection with

More information

1650 DELAWARE PLANNING SUBMITTAL - October 24, 2017

1650 DELAWARE PLANNING SUBMITTAL - October 24, 2017 650 DELAWAE - October, 0 650 South Delaware Street San Mateo, CA 90 ABV AFF AP ACC ADD ADH ADJ ADJT A/C ALT AL AB ANOD APX ACH AD BSMT BVL BIT BLK BLKG BD O. BK BLDG BU CAB CK CPT CSMT CST CLG CT E CT

More information

GARAGES/ONE-STORY City of Grand Rapids Building Safety Division

GARAGES/ONE-STORY City of Grand Rapids Building Safety Division GARAGES/ONE-STORY City of Grand Rapids Building Safety Division 218-326-7601 www.cityofgrandrapidsmn.com This handout is intended only as a guide and is based in part on the 2015 Minnesota State Building

More information

The better way to build TM. Installation Manual FOUNDATION SIPs & FROST WALLS SIPs

The better way to build TM. Installation Manual FOUNDATION SIPs & FROST WALLS SIPs The better way to build TM Installation Manual FOUNDATION SIPs & FROST WALLS SIPs November 2016 PWF FOUNDATION & FROST WALL SIPs Installation Manual Table of Contents Topics General Requirements....................................

More information

PROPOSED UNITS 7&8 EAST HILLS CONTENT

PROPOSED UNITS 7&8 EAST HILLS CONTENT PROPOED UNIT 7&8 ET HILL CONTENT 00 002 003 004 005 006 007 008 009 00 0 0 COVER HEET ITE PLN FLOOR PLN ELEVTION N/ ELEVTION E/W & ECTION JOINERY DETIL LUNDRY THROOM & KITCHEN KITCHEN ELEVTION L PROFILE

More information

CITY OF ANN ARBOR ENGINEERING RIVERVIEW DRIVE SANITARY SEWER AND WATER MAIN EXTENSION PROJECT WARREN STEIN BARTON NIXON EARHART DHUVARREN TRAIL GREEN

CITY OF ANN ARBOR ENGINEERING RIVERVIEW DRIVE SANITARY SEWER AND WATER MAIN EXTENSION PROJECT WARREN STEIN BARTON NIXON EARHART DHUVARREN TRAIL GREEN APLE - - CAPENTE DWS NOTES Know what's below. ABO ENGINEEING I CH INCOPOATED 1851 I GAN Sheet List Table Sheet Number 1 COVE STANDAD DETAILS EQUIED ON THIS POJECT ITE WOK DETAIL X STANDAD ANHOLE (TYPE

More information

City of Hughson Building Safety Division 7018 Pine Street Hughson, CA (209)

City of Hughson Building Safety Division 7018 Pine Street Hughson, CA (209) City of Hughson Building Safety Division 7018 Pine Street Hughson, CA 95326 (209) 883-4054 RESIDENTIAL ATTACHED PATIO COVERS Patio covers are one story roofed structures not more than 12 feet above grade,

More information

CALIFORNIA DEPARTMENT OF TRANSPORTATION

CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT DEGN CRTERA The building work on this project has been designed to conform DETAL NOTE Dist 0 F 80 POT MLE PROJECT EMC: to the 0 California Building Code (0 BC). LOAD Occupancy Category=. All bolts

More information

OPTIMIZATION OF FILLER METALS CONSUMPTION IN THE PRODUCTION OF WELDED STEEL STRUCTURES

OPTIMIZATION OF FILLER METALS CONSUMPTION IN THE PRODUCTION OF WELDED STEEL STRUCTURES DOI: 10.1515/adms 016 0003 K. Pańcikiewicz, L. Tuz, Z. Żuek, Ł. Rakoczy AGH Univesity of Science and Technology in Kakow, Faculty Metals Engineeing and Industial Compute Science, Depatment of Physical

More information

Lecture 3 Activated sludge and lagoons

Lecture 3 Activated sludge and lagoons Lectue Activated sludge and lagoons ACTIVATED SLUDGE PROCESS Activated sludge pocess is used duing seconday teatment of wastewate. Activated sludge is a mixtue of bacteia, fungi, potozoa and otifes maintained

More information

ESR-2894 Reissued April 2014 This report is subject to renewal April 1, 2016.

ESR-2894 Reissued April 2014 This report is subject to renewal April 1, 2016. ICC-ES Evaluation Report ESR-894 Reissued April 04 This report is subject to renewal April, 0. www.icc-es.org (800) 4-87 () 99-04 A Subsidiary of the International Code Council DIVISION: 07 00 00 THERMAL

More information

R Code and Commentary for 2012 NC Residential Code final 03/06/13

R Code and Commentary for 2012 NC Residential Code final 03/06/13 R602.10 Code and Commentary for 2012 NC Residential Code final 03/06/13 Commentary italicized and printed in red 1. Section R602.10 -- provides charging language for two simplified bracing approaches (isolated

More information

One and Two Family Additions

One and Two Family Additions One and Two Family Additions An addition to a house, duplex, garage, or an accessory structure requires a building permit prior to performing any construction. Building Department & Permit Office Mon-Fri

More information

The Structural Redesign of Boyds Bear Country and its Related Systems. Boyds Bear Country, Pigeon Forge, Tennessee

The Structural Redesign of Boyds Bear Country and its Related Systems. Boyds Bear Country, Pigeon Forge, Tennessee The Structural Redesign of Boyds Bear Country and its Related Systems Included in this Presentation: Background and Existing System Proposal Problem / Solution Structural System Redesigns Pre-cast Concrete

More information

LIST OF STRUCTURAL DRAWINGS FOR THE PROPOSED G+3 CLASS IV QUARTER (TWO BEDROOM) AT PHUNTSHOLING

LIST OF STRUCTURAL DRAWINGS FOR THE PROPOSED G+3 CLASS IV QUARTER (TWO BEDROOM) AT PHUNTSHOLING STRUCTURAL DRAWINGS LIST OF STRUCTURAL DRAWINGS FOR THE PROPOSED G+ CLASS IV QUARTER (TWO EDROOM) AT PHUNTSHOLING DRG. NO. DRAWING TITLE DATE OF ISSUE STR/00 STR/00 STR/0 STR/0 STR/0 STR/04 STR/05 STR/06

More information

LPI 56 Technical Guide

LPI 56 Technical Guide LPI 56 Technical Guide Floor & Roof Applications Product Specifications & Design Values 2 Floor Tables 3 Uniform Floor Load (PLF) Tables: Simple s 4 Uniform Floor Load (PLF) Tables: Continuous s 5 Uniform

More information

A New Wiper Insert Line, Now Available for RHINORUSH

A New Wiper Insert Line, Now Available for RHINORUSH 1/8 A New Wipe Inset Line, Now Available fo RHINORUSH 2/8 TaeguTec is pleased to announce the intoduction of wipe insets that extend tool life as well as achieving excellent suface finish to the RHINORUSH

More information

E-00 POWER, LOW TENSION AND LIGHT SYMBOL SCHEDULE DRAWING LIST BUILDING SITE INFORMATION: DESIGN INTENT:

E-00 POWER, LOW TENSION AND LIGHT SYMBOL SCHEDULE DRAWING LIST BUILDING SITE INFORMATION: DESIGN INTENT: POWER, LOW TENION AND LIGHT YMBOL CHEDULE DRAWING LIT DUPLEX RECEPTACLE OUTLET DUPLEX G.F.C.I. RECEPTACLE OUTLET INGLE PHAE JUNCTION BOX DOUBLE OR THREE PHAE JUNCTION BOX - KEY PLAN, YMBOL CHEDULE AND

More information

THE POTTING SHED PF-1D-1144 CONSTRUCTION DRAWINGS PROJECT PLAN INDEX FOUNDATION / FLOOR PLAN 2 ROOF PLAN 3

THE POTTING SHED PF-1D-1144 CONSTRUCTION DRAWINGS PROJECT PLAN INDEX FOUNDATION / FLOOR PLAN 2 ROOF PLAN 3 THE POTTING SHED CONSTRUCTION DRAWINGS Corresponds with the garden shed built for Progressive Farmer s Idea House & Farmstead, August 2004 issue, page 42 Topped with a handsome roof and trimmed with custom-cut

More information

HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT

HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT SAMPLE GUIDE FOR RESIDENTIAL DECKS revised 7 16 Call before you dig! 1 800 272 1000 New Jersey One Call. Utility Mark Out. THIS GENERIC GUIDE IS NOT ALL INCLUSIVE

More information

APPLICATION INFORMATION FOR RESIDENTIAL ROOFING AND RESIDENTIAL ROOFING PACKET

APPLICATION INFORMATION FOR RESIDENTIAL ROOFING AND RESIDENTIAL ROOFING PACKET Environmental Protection and Growth Management Department BUILDING CODE SERVICES DIVISION 1 N. University Drive, Box #302 Plantation, Florida 33324 954-765-4400 Broward.org/Building APPLICATION INFORMATION

More information

14' x 24' Garage Plan

14' x 24' Garage Plan 14' x 24' Garage Plan SDS-CAD Specialized Design Systems www.sdscad.com email sdscad@pcu.net Copyright 2002 14'-0" (vert)-g 24'-0" 12 in 12 GARAGE 13'-4" x 23'-4" 12 in 12 3068 19'-0" 3'-0" 2'-0" 24'-0"

More information

Surface Water Hydrology

Surface Water Hydrology Suface Wate Hydology Intoduction Wate is a key component in the life cycles of all oganisms because of its ability to dissolve many substances (univesal solvent) and as a cooling agent. It is also an integal

More information

FORNEY, TX PACIFIC JOSHUA HOUGH OFFICE BUILDING. 3D View 2 Copy 1 GENERAL NOTES ABBREVIATIONS LIVE DEAD ROOF...

FORNEY, TX PACIFIC JOSHUA HOUGH OFFICE BUILDING. 3D View 2 Copy 1 GENERAL NOTES ABBREVIATIONS LIVE DEAD ROOF... L:\ARCHITECTURE\Jobs\207 Forney\Dropins\joshua hough-office conv\-sd\ Pacific_Joshua Hough2.rvt COVER SHEET Checked by Checker Scale A-0.0 PACIFIC FORNEY, TX 26 /26/207 3:52:3 PM GENERAL NOTES ABBREVIATIONS

More information

AL ADAB GENERAL TRADING L.L.C.

AL ADAB GENERAL TRADING L.L.C. Conduit Fittings & Electrical Wiring Accessories Tel: +97-9955, Fax: +97-995, NICE DEAL ELECTICAL & TADING WLL P.O. Box : 70, Shop No., Building No. 7, Barwa Village, Doha, Qatar Tel: +97 77 / Fax: +97

More information

SECTION 3 SERVICE ENTRANCE SECTION UNDERGROUND

SECTION 3 SERVICE ENTRANCE SECTION UNDERGROUND SECTION 3 SEVICE ENTANCE SECTION UNDEGOUND DESCIPTION PAGE Service iser equirements... 3-1 Temporary Service, Underground, 225 Amps Maximum... 3-2 Permanent Underground Section Used for Early Power, 320

More information

CONICAL PIPE ENVELOPE FORMATION PROCESS

CONICAL PIPE ENVELOPE FORMATION PROCESS Pofesso Fydeyk Knap D Robet Kuzel, Eng. Czestochowa Technical Univesity Poland CONICAL PIPE ENVELOPE FORMATION PROCESS Abstact Conical pipes belong to a goup of economical pofiles which find boad application

More information

EANQICATED WALL PANELS WITH PLYWOOD COVERINGS

EANQICATED WALL PANELS WITH PLYWOOD COVERINGS EANQICATED WALL PANELS WITH PLYWOOD COVERINGS Original report dated 1936 Information Revietued and Reaffirmed November 1960 No. 1099 FOREST PRO CTS LABORATORY MADISO WISCONSIN UNITED STATES DEPARTMENT

More information

1 Exam Prep Roofing Practice Exam 12

1 Exam Prep Roofing Practice Exam 12 1 Exam Prep Roofing Practice Exam 12 1. ccording to the NR, when applying double-layer underlayment to the substrate, the drip-edge metal should be Sandwiched between the layers Placed below the felt along

More information

Gas Fireplaces. P36D-10 Gas Fireplace. Unit Dimensions With Vignette Faceplate. *** Important: Framing height requires consideration of the hearth

Gas Fireplaces. P36D-10 Gas Fireplace. Unit Dimensions With Vignette Faceplate. *** Important: Framing height requires consideration of the hearth 28-15/16 (735mm) Model P36D-NG10 P36D-LP10 Fuel Type Natural Gas Propane Gas Fireplaces Minimum Supply Pressure Manifold Pressure - High Manifold Pressure - Low 5 W.C. (1.25 kpa) 3.8 W.C. (0.95 kpa) 1.1

More information

Basement Renovation Guide For Residential Dwellings

Basement Renovation Guide For Residential Dwellings 1 Development Services Department Building Permit & Inspection Services Basement Renovation Guide For Residential Dwellings This document is a guide for home owners and does not cover all possible conditions.

More information

A New Wiper Insert Line Now Available for Gold Rhino

A New Wiper Insert Line Now Available for Gold Rhino Shapes: CNMG DNMG TNMG WNMX Cone Radius: 0.016 (0.4mm) 0.031 (0.8mm) 0.047 (1.2mm) Gades: Coated Cabide TT7005 TT7015 TT8105 TT8115 TT8125 TT5100 CT3000 (uncoated) PV3010 (PVD-TiN coated) A New Wipe Inset

More information

GARAGE MAIN FLOOR PLAN SDSCAD Specialized Design Systems

GARAGE MAIN FLOOR PLAN SDSCAD Specialized Design Systems BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. BARN TO BE BUILT AS PER IRC,UBC OR CURRENT LOCAL CODE To the best of my knowledge

More information

Applying for Permits to build a new house in Linn County

Applying for Permits to build a new house in Linn County Planning & Development Linn County, Iowa Building Division Linn County Building Code Residential Guidelines Single Family Dwellings Page 1 of 4 Applying for Permits to build a new house in Linn County

More information

Administrative Changes

Administrative Changes Revised 11/29/06 Knox County Residential Building Codes Significant Changes From The 1995 CABO One And Two Family Dwelling Code To The 2006 International Residential Code All one and two family dwellings

More information

Wood Frame Construction Manual for One- and Two-Family Dwellings 2015 EDITION WORKBOOK

Wood Frame Construction Manual for One- and Two-Family Dwellings 2015 EDITION WORKBOOK WFCM Wood Frame Construction Manual for One- and Two-Family Dwellings 2015 EDITION WORKBOOK Design of Wood Frame Buildings for High Wind, Snow, and Seismic Loads 2015 Wood Frame Construction Manual Workbook

More information

Welcome Home Soon - Mom & Dad from Jack, Sarah & Michael

Welcome Home Soon - Mom & Dad from Jack, Sarah & Michael C:\ocuments and ettings\wendy\my ocuments\hawthorn for Chief for IB\ 18x24 Condocs.layout :18:11 PM Welcome Home oon - Mom & ad from Jack, arah & Michael ear Code Officer, These are predesigned home plans,

More information

ENGINEERED TRUSSES BY MANUFACTURER [14'-7 1/4"] SECOND FLOOR CONSTRUCTION

ENGINEERED TRUSSES BY MANUFACTURER [14'-7 1/4] SECOND FLOOR CONSTRUCTION ROOF CONSTRUCTION PRE-FIN ROOF VENTS AS REQUIRED 3 YEAR ARCHITECTURAL ASPHALT SHINGLES. (7/6") OSB SHEATHING ROOF SHEATHING & H-CLIPS PRE-ENG. ROOF TRUSSES @ 60mm (") O.C. INSULATION BAFFLES EACH TRUSS

More information

KINEMATICS OF RIGID BODIES. y Copyright 1997 by The McGraw-Hill Companies, Inc. All rights reserved. KINEMATICS OF RIGID BODIES

KINEMATICS OF RIGID BODIES. y Copyright 1997 by The McGraw-Hill Companies, Inc. All rights reserved. KINEMATICS OF RIGID BODIES KINEMTICS F RIGID DIES Copight 1997 b The McGaw-Hill Companies, Inc ll ights eseved KINEMTICS F RIGID DIES In igid bod tanslation, all points of the bod have the same velocit and the same acceleation at

More information

HOBAS NC Line. Make things happen.

HOBAS NC Line. Make things happen. HOBAS Line Make things happen. HOBAS Line - fo Pipes with a on-icula oss-section HOBAS Line ae glass-einfoced polyeste (GRP) pipes manufactued using the filament winding pocess and designed fo constucting

More information

KERTO HEADER INSULATED LVL HEADER 31/2", 51/2" 3 1/2" AND 5 1/2" THICKNESSES DESIGN VALUES USA

KERTO HEADER INSULATED LVL HEADER 31/2, 51/2 3 1/2 AND 5 1/2 THICKNESSES DESIGN VALUES USA KERTO USA page 1/12 KERTO INSULATED LVL 3 1/2" AND 5 1/2" THICKNESSES DESIGN VALUES USA KERTO USA page 2/12 TABLE OF CONTENTS 3 Specification Guide 4 About Kerto Header 5 Insulation Values 6 Maximum Loads

More information

ROOFING APPLICATION STANDARD (TAS) No. 102(A)-95

ROOFING APPLICATION STANDARD (TAS) No. 102(A)-95 ROOFING APPLICATION STANDARD (TAS) No. 102(A)-95 TEST PROCEDURE FOR STATIC UPLIFT RESISTANCE OF MECHANICALLY ATTACHED, CLIPPED, RIGID, ROOF SYSTEMS (For Methods of Mechanical Attachment Excluding Clips,

More information

Quick Reference: Amplifier Equations

Quick Reference: Amplifier Equations Quick efeence: Amplifie Equations 1.0 Intoduction Befoe deeloping a deep familiaity with the aious chaacteistics of amplifies, it s common to spend a fai amount of time flipping back and foth though you

More information

Recreational Cabins. The following prices are for recreational cabins - see separate sheets for Modular Homes

Recreational Cabins. The following prices are for recreational cabins - see separate sheets for Modular Homes Recreational Cabins Your cabin can be constructed in one of two ways: as a ' Recreational Cabin ' or as a ' Certified Modular Home '. The appearance of the two is nearly identical, as the main difference

More information

APPENDIX. WOOD JOIST/RAFTER MAXIMUM SPANS ( for 16 o.c. spacing) WITH SINGLE ROW OF PV PANELS AT MIDSPAN (ft.) AND PANEL SUPPORT AT 32 o.c.

APPENDIX. WOOD JOIST/RAFTER MAXIMUM SPANS ( for 16 o.c. spacing) WITH SINGLE ROW OF PV PANELS AT MIDSPAN (ft.) AND PANEL SUPPORT AT 32 o.c. 1 Span Tables The following Wood Joist/Rafter Maximum Span Tables can be used to determine the adequacy of an existing wood framed roof structure to support the additional dead load created by PV panel

More information

Prescriptive Design for Pole Barns Using the Larimer County Prescriptive Handout

Prescriptive Design for Pole Barns Using the Larimer County Prescriptive Handout Prescriptive Design for Pole Barns Using the Larimer County Prescriptive Handout Building Department 200 W. Oak Street 3 rd Floor Fort Collins, CO 80521 970-498-7700 DEFINITIONS High Wind Areas Those areas

More information

Size and performance summary. Glazing performance. Grille profiles and patterns. Size tables. Design Data. Detailed Product Description

Size and performance summary. Glazing performance. Grille profiles and patterns. Size tables. Design Data. Detailed Product Description ECTIN DIRECTRY LIDING PATI DR ize and performance summary Glazing performance Grille profiles and patterns ize tables Design Data Detailed Product Description Cross sections Pella 2017 Architectural Design

More information

TRIAD CORRUGATED METAL, INC.

TRIAD CORRUGATED METAL, INC. TRIAD CORRUGATED METAL, INC. C O M M E R C I A L R E S I D E N T I A L A G R I C U L T U R A L Snap Loc Panel Guide Snap Loc metal panels are a perfect fit for residential, architectural and commercial

More information

Table of Contents. Page Title

Table of Contents. Page Title Page Title Table of Contents 1 Floor plan/ Room utilization 2 Elevation (EAST) 3 Elevation (SOUTH) 4 Elevation (WEST) 5 Elevation (NORTH) 6 Foundation plan details 7 Foundation cross sections A Main grade

More information

The Ultimate Home Value with Quality,

The Ultimate Home Value with Quality, The Ultimate Home Value with Quality, Durability & Flexibility in Design Chesapeake Bay Limited Series Homes 21 S. Groffdale Road Leola, PA 17540 (800) 406-1062 or (717) 656-2381 Fax (717) 656-0316 www.eagleriverhomes.net

More information

Structural Inspection

Structural Inspection General: Background: An inspection and structural analysis have been performed for the purpose of evaluating the buildings structural systems and components. A full set of structural drawings was utilized

More information

2.2E Parallam PSL Deep Beam

2.2E Parallam PSL Deep Beam #TJ-7001 SPECIFIER S GUIDE 2.2E Parallam PSL Deep Beam Featuring 20" 24" Deep Trus Joist Parallam PSL Beams Ideal for multi-family and light commercial applications Offers high strength and consistent

More information

Custom Home Design Plan #211 By SDS-CAD Specialized Design Systems

Custom Home Design Plan #211 By SDS-CAD Specialized Design Systems Plans for as low as $9.99 BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. BUILD AS PER UBC, IRC OR CURRENT LOCAL CODE REQUIREMENTS

More information

10/23/2011. Plan Examination. Plan ExaminationPurpose. Catch problems in advance of construction.

10/23/2011. Plan Examination. Plan ExaminationPurpose. Catch problems in advance of construction. Plan Examination 1 Plan ExaminationPurpose 2 Catch problems in advance of construction. 3 1 Discovery of problems in the field results in higher cost. 4 Can a good plan review eliminate all problems in

More information

Suspended Metal lath and Cement Plaster. Coverings Rigid Insulation, 1/2 - in 0.75 psf. Floor Fill Lightweight Concrete, per inch 8 psf

Suspended Metal lath and Cement Plaster. Coverings Rigid Insulation, 1/2 - in 0.75 psf. Floor Fill Lightweight Concrete, per inch 8 psf Dead Loads Ceiling Suspended Metal lath and Cement Plaster 15 psf Coverings Rigid Insulation, 1/2 - in 0.75 psf Floor Fill Lightweight Concrete, per inch 8 psf Floor Finish Frame Partitions Ceramic or

More information

Fast Track Re-Roof Permit Checklist

Fast Track Re-Roof Permit Checklist Fast Track Re-Roof Permit Checklist ADDRESS I will abide by attached City Re-Roofing Building Permit Required Guidelines, including applicable Siding and Roofing Match and Smoke Detector requirements.

More information

Theoretical Investigation on Condensing Characteristics of Air and Oil Vapor Mixtures

Theoretical Investigation on Condensing Characteristics of Air and Oil Vapor Mixtures Pudue Univesity Pudue e-pubs Intenational Refigeation and Ai Conditioning Confeence School of Mechanical Engineeing 2008 Theoetical Investigation on Condensing Chaacteistics of Ai and Oil Vapo Mixtues

More information

BUILDING BULLETIN One and Two Family Dwellings Decks and Residential Access Ramps

BUILDING BULLETIN One and Two Family Dwellings Decks and Residential Access Ramps BUILDING BULLETIN One and Two Family Dwellings Decks and Residential Access Ramps City of Virginia Beach Building Permits & Inspections Updated 4/30/09 Table of Contents I. Introduction... 1 II. Tips

More information

PcBn for cast iron Machining

PcBn for cast iron Machining spk competencies FOR CAST IRON MACHINING WITH PCBN tools technology application PcBn fo cast ion Machining CUTTING MATERIALS, TOOL SYSTEMS AND TECHNOLOGIES FOR TURNING 2 Machining cast ion mateials The

More information

SECTION PLATE CONNECTED WOOD TRUSSES

SECTION PLATE CONNECTED WOOD TRUSSES SECTION 06173 PLATE CONNECTED WOOD TRUSSES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Shop fabricated wood trusses for roof and floor framing. 2. Bridging, bracing, and anchorage. B. Related Sections:

More information

TC54. for architects & designers. Dimensions Clearances Venting

TC54. for architects & designers. Dimensions Clearances Venting for architects & designers TC54 Series D Dimensions Clearances enting IMPORTANT This booklet is intended as a basic specification guide for architects, designers and builders. Please refer to the Instruction

More information

4 EXTREME FOUNDATION PANELS

4 EXTREME FOUNDATION PANELS 4 EXTREME FOUNDATION PANELS For House Crawl Space On Concrete Footings 1. The type of soil is a factor in determining foundation construction details such as footing design, backfill, and drainage provisions.

More information

SHEET METAL ROOF TEST REPORT

SHEET METAL ROOF TEST REPORT SHEET METAL ROOF TEST REPORT Introduction The time tested performance of the double lock standing seam and batten seam metal roofing is demonstrated by thousands of squares successfully installed by SMACNA

More information

adaptable 2014 CONCEPT MODULAR PREFAB - MODULI ABITATIVI PREFABBRICATI

adaptable 2014 CONCEPT MODULAR PREFAB - MODULI ABITATIVI PREFABBRICATI The accurate study of the proportions and modularity, led us to design a elementary module from the standard dimensions of around 2,5 x 5,5 x 3 meters. All modules are designed for minimal waste of space

More information

Production Policies of Perishable Product and Raw Materials

Production Policies of Perishable Product and Raw Materials Poduction Policies of Peishable Poduct and Raw Mateials Yu-Hsuan Lin, Jei-Zheng Wu, and Jinshyang Roan Depatment of Business Administation, Soochow Univesity 56, Section, Kuei-yang Steet, aipei 0048, aiwan,

More information

FACT SHEET #2 DECK INFORMATION

FACT SHEET #2 DECK INFORMATION Borough of Doylestown Building and Zoning Department 57 West Court Street, Doylestown, PA 18901 215.345.4140 FACT SHEET #2 DECK INFORMATION BACKGROUND The provisions of the PAUCC. ICC Property Maintenance

More information

CITY OF CEDAR FALLS DEPARTMENT OF DEVELOPMENTAL SERVICES INSPECTION SERVICES DIVISION PHONE Residential Accessory Structures

CITY OF CEDAR FALLS DEPARTMENT OF DEVELOPMENTAL SERVICES INSPECTION SERVICES DIVISION PHONE Residential Accessory Structures CITY OF CEDAR FALLS DEPARTMENT OF DEVELOPMENTAL SERVICES INSPECTION SERVICES DIVISION PHONE - 268-5161 Residential Accessory Structures This information has been compiled for the benefit of any person

More information

Great Do you need it larger or would like to relocate windows and doors or do you need something completely different?

Great Do you need it larger or would like to relocate windows and doors or do you need something completely different? Congratulations: You should have our free 384 SF cabin plan with loft and are one step closer to enjoying the vacation space that will result from using these plans. We hope that these plans are the correct

More information

2.2E Parallam PSL Deep Beam

2.2E Parallam PSL Deep Beam #TJ-7001 SPECIFIER S GUIDE 2.2E Parallam PSL Deep Beam Featuring 20" 24" Deep Trus Joist Parallam PSL Beams Ideal for multi-family and light commercial applications Offers high strength and consistent

More information

ATI Evaluation Service A Division of Architectural Testing Certification Services

ATI Evaluation Service A Division of Architectural Testing Certification Services ATI Evaluation Service A Division of Architectural Testing Certification Services Subject to Renewal: 05/08/2016 Issued: 08/12/2015 Visit www.ati-es.com for current status Page 1 of 21 Fiber Composites,

More information

Wood Design for Architects: Engineering for the Non-engineer. AIA Statement

Wood Design for Architects: Engineering for the Non-engineer. AIA Statement Wood Design for Architects: Engineering for the Non-engineer AIA Statement The Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES).

More information

Communications Page 1 of 9

Communications Page 1 of 9 Page 1 of 9 Last Update: April 23 rd, 2014 Introduction Design In the design of Telecommunications systems in Purdue facilities, the overall consideration should be to understand and treat telecom as a

More information

BASEMENT FINISH PERMIT AND BUILDING CODE REQUIREMENTS (REVISED 3/6/2018)

BASEMENT FINISH PERMIT AND BUILDING CODE REQUIREMENTS (REVISED 3/6/2018) BASEMENT FINISH PERMIT AND BUILDING CODE REQUIREMENTS (REVISED 3/6/2018) PERMIT SUBMITTAL CHECKLIST: Signed and completed Building Permit application form. A separate Electrical permit is required from

More information

LAMINATED VENEER LUMBER

LAMINATED VENEER LUMBER LAMINATED VENEER LUMBER Kerto LVL Beams, Headers, Rafters and Columns for Floor and Roof Applications. USA VERSION KERTO LAMINATED VENEER LUMBER TABLE OF CONTENTS Design Properties... 2 Allowable Uniform

More information

M A S O N R Y. Revised Spring Engineering Notes For Design With Concrete Block Masonry

M A S O N R Y. Revised Spring Engineering Notes For Design With Concrete Block Masonry A S O N R Y Revied Spring 007 Engineering Note For Deign With Concrete Block aonry C H R O N I C L E S To rectify the ituation, the Spring 007 article i being reiued. We apologize for any inconvenience

More information

BILL NO 1 MASONRY SUPPLEMENTARY PREAMBLES BRICKWORK. Rectification Project Illinge, Eastern Cape Roof Replacement (Partially Done)

BILL NO 1 MASONRY SUPPLEMENTARY PREAMBLES BRICKWORK. Rectification Project Illinge, Eastern Cape Roof Replacement (Partially Done) ectification Project oof eplacement (Partially Done) Item Quantity ate Amount BILL NO 1 MASONY SUPPLEMENTAY PEAMBLES BICKWOK Sizes in descriptions Where sizes in descriptions are given in brick units,

More information

Installation Guide and Safety Manual

Installation Guide and Safety Manual Installation Guide and Safety Manual Resilmount A237R (Resilient Sound Isolation Clips) REQUIRED FURRING CHANNEL REQUIRED FURRING CHANNEL* 1 4" 2 2" Minimum f" Gauge:...25 Gauge With Hemmed Edge (Do Not

More information

DISPLACEMENT-BASED DESIGN OF CONCRETE TILT-UP FRAMES ACCOUNTING FOR FLEXIBLE DIAPHRAGMS

DISPLACEMENT-BASED DESIGN OF CONCRETE TILT-UP FRAMES ACCOUNTING FOR FLEXIBLE DIAPHRAGMS 13 th Wold Confeence on Eathquake Engineeing Vancouve, B.C., Canada August 1-6, 24 Pape No. 154 DISPLACEMENT-BASED DESIGN OF CONCRETE TILT-UP FRAMES ACCOUNTING FOR FLEXIBLE DIAPHRAGMS Pey ADEBAR 1, Zhao

More information

SHEAR BRACE. Featuring ilevel Shear Braces for Engineered and Prescriptive Applications iLevel8 (

SHEAR BRACE. Featuring ilevel Shear Braces for Engineered and Prescriptive Applications iLevel8 ( WALL SOLUTIONS SHEAR BRACE 2006 IBC/IRC Code Accepted* *Achieved code evaluation report recognition (ICC ES ESR-2652) for compliance with the 2006 IBC/IRC Featuring ilevel Braces for Engineered and Prescriptive

More information

Marketing Guide FOR. Titus Vertical Stack Fan Coil Risers

Marketing Guide FOR. Titus Vertical Stack Fan Coil Risers Marketing Guide FO Titus Vertical tack Fan Coil isers 1 Table Of Contents Page Introduction 3 iser izing 3 2 Pipe ystem tandard eturn 4 2 Pipe ystem everse eturn 5 Vertical tack 4 Pipe tandard & everse

More information

Estimating Guide For Concrete Tilt-up Wall Using

Estimating Guide For Concrete Tilt-up Wall Using Estimating Guide For Concrete Tilt-up Wall Using An exclusive product of Insul-Deck, LLC Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and

More information

Quantifying the First-Flush Phenomenon: Effects of First-Flush on Water Yield and Quality

Quantifying the First-Flush Phenomenon: Effects of First-Flush on Water Yield and Quality Quantifying the Fist-Flush Phenomenon: Eects of Fist-Flush on Wate Yield and Quality D. B. Matinson* and T.H. Thomas** *Depatment of Civil Engineeing, Univesity of Potsmouth, Potland Building, Potland

More information

AN IDEA BASED ON HONEY BEE SWARM FOR NUMERICAL OPTIMIZATION (TECHNICAL REPORT-TR06, OCTOBER, 2005) Dervis KARABOGA

AN IDEA BASED ON HONEY BEE SWARM FOR NUMERICAL OPTIMIZATION (TECHNICAL REPORT-TR06, OCTOBER, 2005) Dervis KARABOGA AN IDEA BASED ON HONEY BEE SWARM FOR NUMERICAL OPTIMIZATION (TECHNICAL REPORT-TR06, OCTOBER, 2005) Devis KARABOGA kaaboga@eciyes.edu.t Eciyes Univesity, Engineeing Faculty Compute Engineeing Depatment

More information

TYP. SINGLE PLY ROOFING ROOF SHEETING BROAN VENT CAP #10 x 1" GASKETED SMS TYP. 4 SIDES 8" FRAMED CURB HVAC SYSTEMS "BASIS OF DESIGN" ROOF INSULATION R-19 WALL INSULATION R-13 LIGHTING EFFIECNCY PER STANDARDS

More information

Dead Load Weight of Roof Trusses. Dead Load Weight of Floor Trusses

Dead Load Weight of Roof Trusses. Dead Load Weight of Floor Trusses Dead Load Weight of Roof Trusses Top Chord Bottom Chord Webs Weight per Lineal Foot (plf) 2x4 2x4 2x4 4.3 2x4 2x8 2x4 5.6 2x6 2x4 2x4 4.8 2x6 2x6 2x4 5.5 2x6 2x6 2x6 6.2 2x6 2x8 2x4 5.9 2x6 2x10 2x4 6.6

More information

CALCULATING WIND LOADS ON LOW-RISE STRUCTURES PER 2015 WFCM ENGINEERING PROVISIONS (STD342-1)

CALCULATING WIND LOADS ON LOW-RISE STRUCTURES PER 2015 WFCM ENGINEERING PROVISIONS (STD342-1) CALCULATING WIND LOADS ON LOW-RISE STRUCTURES PER 015 WFCM ENGINEERING PROVISIONS (STD34-1) John Buddy Showalter, P.E. Vice President, Technology Transfer American Wood Council Description The Wood Frame

More information

Heel Blocking Requirements and Capacity Analysis. Overview Revised 3/22/2017

Heel Blocking Requirements and Capacity Analysis. Overview Revised 3/22/2017 Heel Blocking Requirements and Capacity Analysis Overview Revised 3/22/2017 SBCA has been the voice of the structural building components industry since 1983, providing educational programs and technical

More information

Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines

Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines The following list of code requirements is intended to assist you in complying with the Code of Public Local Laws

More information