C.11.1 - 2525 Hartford Rd - Plans.pdf — original pdf

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LEGAL DESCRIPTION LOT 3, BLOCK 31 PEMBERTON HEIGHTS SECTION 10 CITY OF AUSTIN, TRAVIS COUNTY, TX RECORDED VOL 4, PAGE 154 2519 576 577 INLET 578.56' 578 N 35°13'55" E 66.65' 577.92' PLANTING HARTFORD ROAD VARIABLE WIDTH ROW WATER METER EXTG DRIVEWAY AND APRON TO BE REMOVED CLEAN OUT LEGAL DESCRIPTION LOT 2, BLOCK 31 PEMBERTON HEIGHTS SECTION 10 CITY OF AUSTIN, TRAVIS COUNTY, TX RECORDED VOL 4, PAGES 154-155 2521 576 N 35°07'18" E 66.87' LEGAL DESCRIPTION LOT 1, BLOCK 31 PEMBERTON HEIGHTS SECTION 10 CITY OF AUSTIN, TRAVIS COUNTY, TX RECORDED VOL 4, PAGES 154-155 WATER METERS 2525 578 579 N 36°04'29" E 34.81' 580 580.64' 577 580' 5' SANITARY SEWER EASEMENT 5' SANITARY SEWER EASEMENT 5' SANITARY SEWER EASEMENT 2519 HARTFORD IC SPORTS COURTS WALLS, WALKS, STEPS TOTAL IC TOTAL IC 4,241 589 4,830 37.6% 2519 HARTFORD FAR 0 TOTAL FAR 579 580 581 582 583 19" PECAN (PROPOSED FOR REMOVAL TORA SUBMITTED) 22" PECAN (PROPOSED FOR REMOVAL) TORA SUBMITTED LAWN 25' BL 43" LIVE OAK (HERITAGE) 583.88' ' . 6 5 7 7 1 W ' " 0 0 4 0 ° 0 6 N 585.57' 5' HIGH CHAIN LINK MESH TREE PROTECTION FENCING 38" LIVE OAK (HERITAGE) EXTG POOL HOUSE 2-STORY 583.56' ' . 3 6 3 8 1 W ' " 6 4 9 4 ° 8 5 N 585.62' 585.53' 588.06' 588.25' EXTG POOL EXTG SPA PROPOSED SPORT COURT GRAVEL PROPOSED BATTING CAGE 5' PUE WELL EQUIP 587.95' LAWN GRAVEL A/C & POOL EQUIP PAV 588.51' EXTG STORAGE GRAVEL 5' PUE 590 589.03' S 30°00'30" W 90.33' 5' PUE PROPOSED 3-CAR GARAGE 2-STORY (DETACHED) FFE=590' A/C S 29°57'20" W 71.00' 590.27' 590.80' S 29°53'24" W 70.56' 5' PUE WALK 584 584.21' ' . 0 9 9 8 1 W 585 ' " 0 0 6 1 ° 7 5 N 585.92' 586 587 588 588.42' 589 590 590.87' 581 C = N 77°25'41" E 82.14' A = 90.20' R = 60.76' 582 34" DBL LIVE OAK (HERITAGE) 24" TRP LIVE OAK (PROTECTED) 583.71' ' 0 4 . 3 1 1 ' E " 4 5 0 1 ° 0 6 S 583 584 585 586 587 " 0 - ' 2 1 588.31' 588 " 0 - ' 8 1 K C A B T E S D R A Y E D S T E E R T S I ' 5 1 587.3'= HIGH PT SECTION 5 PROPOSED DRIVEWAY PROPOSED DRIVEWAY 588.75'= HIGH PT PORTION 4 2525 HARTFORD IC GARAGE DRIVEWAYS LANDSCAPE WALLS+STEPS STOOPS PAVERS A/C PAD TOTAL IC TOTAL IC 1,623 627 295 67 89 9 2,710 18.1% 2525 HARTFORD FAR 1,623 1ST FLOOR GARAGE 1,078 2ND FLOOR TOTAL FAR 2,701 18% TOTAL FAR 32" SPANISH OAK (HERITAGE) 586.76' WATER METER 8" D ORGANIC MULCH TO PROTECT ENTIRE CRZ TRUNK PROTECTION PLANKING REQD CLEAN OUT 589.50' 589 590 UTILITIES TO BE BURIED BETWEEN 2522 JARRATT AND 2525 HARTFORD 20" ELM (PROTECTED) 590.8' FFE=592.5' 591.05' EXTG DRIVEWAY 591 19" ELM (PROTECTED) GRAVEL 2521 HARTFORD IC POOL HOUSE PATIO, COPING, HARDSCAPE A/C+POOL PADS DRIVEWAY TOTAL IC TOTAL IC 2,566 2,204 36 592 5,398 43.6% 591 592 593 592.15'= HIGH PT PORTION 3 2521 HARTFORD FAR 1,673 1ST FLOOR 1,987 2ND FLOOR PORCH 705 -200 PORCH EXEMPTION 104 SHED TOTAL IC 4,269 34.5% TOTAL IC SANITARY SEWER EJECTOR EFFLUENT WASTE EJECTOR 595 A/C PADS 594.05' 594 ' 6 1 . 0 4 1 W ' " 7 5 2 0 ° 0 6 N 596 596.25' 596.95' 597 COV TERRACE EXTG 2-STORY SINGLE FAMILY RESIDENCE FFE=596' ENTRY COV PORCH 595.4' 40' BL 13" ELM 592.4' 592 ' 7 2 . 0 4 1 ' E " 0 1 3 0 ° 0 6 S 593.85' 594.75' 593 594 25" ELM (HERITAGE) 15" MULTI ELM 597.8' CURB 17" PECAN 26"ASH (HERITAGE) 27"ASH (HERITAGE) S 30°00'00" W 100.02' 595.35' 595 597 596 2522 JARRATT AVENUE 50' ROW LEGAL DESCRIPTION LOTS 1 & 2, BLOCK 25 PEMBERTON HEIGHTS SECTION 6 CITY OF AUSTIN, TRAVIS COUNTY, TX RECORDED BOOK 3, PAGE 243 WATER METER INLET TRUNK PROTECTION PLANKING REQD PROPOSED LOCATION OF DUMPSTER PROPOSED LOCATION OF STAGING & SPOILS PROPOSED LOCATION OF PORTABLE TOILET E U N E V A E G D R H T E I W O R ' 0 5 2522 JARRATT IC HOUSE+GARAGE FRONT PORCH+STEPS COV TERRACE+STEPS A/C PADS STOOPS DRIVEWAY PAVERS FRONT WALK LANDSCAPE WALLS PROPOSED HARDSCAPE TOTAL IMPERVIOUS COVER TOTAL IMPERVIOUS COVER 3,421 190 424 27 35 634 103 368 46 174 5,870 41.9% 2522 JARRATT FAR 1ST FLOOR 2ND FLOOR GARAGE GARAGE EXEMPTION EXEMPT ATTIC TOTAL FAR TOTAL FAR 2,602 2,383 810 -200 0 5,595 39.9% I 5 N O T R O P " 0 - ' 0 4 I 4 N O T R O P " 0 - ' 0 4 I 3 N O T R O P " 0 - ' 0 4 I 2 N O T R O P " 0 - ' 0 4 I 1 N O T R O P " 0 - ' 0 4 NOTES CONCERNING TREE PROTECTION: COA ENVIRONMENTAL CRITERIA MANUAL SECTION 3.5.2 2" CRZ 8 - 5' MIN CHAIN LINK MESH TREE FENCING IS REQUIRED ALONG ALL FULL CRITICAL ROOT ZONES. WHERE UNACHIEVABLE, FENCE AS MUCH OF THE CRZ AS PRACTICAL. WHERE THE TREE PROTECTION FENCING CANNOT INCORPORATE ALL OF THE 1 INCHES OF MULCH IS REQUIRED IN THE FULL CRZ. TREE PROTECTION FENCING MUST BE ON GRADE (FLAT POST BASES WEIGHTED DOWN WITH SAND BAGS) AND MUST ENCOMPASS THE 1 MINIMUM. 2X4 OR GREATER SIZE PLANKS (6' TALL MINIMUM, 18' TALL PREFERED) TO BE STRAPPED SECURELY AROUND PROTECTED TREE TRUNKS AND ROOT FLARES WHEN PROTECTIVE FENCING DOES NOT INCORPORATE THE ENTIRE 1 CRZ FOR ANY REASON AT ANY TIME IN THE PROJECT. 4 CRZ AT 2 - NO MATERIAL STAGING, DUMPSTER AND SPOILS PLACEMENT, OR ACCESS ROUTE IN THE 1 MINIMIZE IMPACT AND PROTECT WITH 8 INCHES OF MULCH IN THE FULL CRZ OF IMPACTED TREE. 2" CRZ. WHEN NOT POSSIBLE, -WHEN HEAVY MACHINERY IS ANTICIPATED TO ENCROACH INTO THE ROOT ZONES OF PROTECTED TREES, COVER THESE AREAS WITH A MINIMUM OF 12” OF ORGANIC MULCH, 2X4 PLANKS AND ¾” PLYWOOD ON TOP TO BRIDGE OVER THE ROOT ZONE AND MINIMIZE ROOT COMPACTION. -PLEASE AVOID THE ½ CRZ OF ALL OF THE PROTECTED TREES. TRENCHES HAVE TO BE AIR SPADED BY A CERTIFIED ARBORIST FOR THE TOP 30” TO AVOID CUTTING ROOTS 1.5” OR MORE IN DIAMETER. PAID RECEIPT FOR THE WORK WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. -WHEN POURING THE FOUNDATION, PLEASE MAKE SURE THAT NO BATTER BOARD OR FOUNDATION FORMWORK STAKES ARE PLACED WITHIN THE ½ CRZ EXCEPT FOR #5 REBAR W/ POINTED TIP. USE A STRONG-BACK DESIGN TO GET ANY LARGER STAKES OUT OF THE ½ CRZ. -IF PRUNING IS EXPECTED, HAVE A CERTIFIED ARBORIST ASSESS THE PRUNING NEEDS FOR THE PROJECT AND PROVIDE A WRITTEN ASSESSMENT WITH THE UPDATE SUBMITTALS OF THE ESTIMATED PERCENTAGE OF CANOPY THAT THE PRUNING IS PROPOSED TO REMOVE – THIS CANNOT EXCEED 25% PER PROTECTED TREE. A “PAID IN FULL” RECEIPT FOR THE WORK WILL BE REQUIRED FROM THIS CERTIFIED ARBORIST TO THE FINAL TREE INSPECTOR. IF 25% OR MORE OF THE CANOPY IS DESIRED TO BE REMOVED (FOR ANY PROTECTED TREE), A CERTIFIED ARBORIST MUST PROVIDE A WRITTEN REPORT TO US BEFORE PERFORMING THIS WORK IN ORDER FOR US TO CONSIDER THE PERMIT REQUIRED TO DO SO. -IF A CONCRETE LINE PUMP WILL BE USED TO POUR FOUNDATION, PLEASE WRAP CONNECTIONS OF CONCRETE LINE PUMP WITH PLASTIC TO PREVENT SLURRY FROM LEACHING INTO GROUND AND NEAR ROOTS OF TREES. AREA CALCULATIONS 14,023 2522 JARRATT 2525 HARTFORD 14,967 12,387 2521 HARTFORD 12,838 2519 HARTFORD UNIFIED SITE 54,215 IMPERVIOUS COVER 5,870 2522 JARRATT 2525 HARTFORD 2,710 5,398 2521 HARTFORD 4,830 2519 HARTFORD 18,808 UNIFIED SITE UNIFIED SITE 34.7% FAR 2522 JARRATT 2525 HARTFORD 2521 HARTFORD 2519 HARTFORD UNIFIED SITE UNIFIED SITE 5,795 2,701 4,269 0 12,565 23.2% SITE PLAN SCALE: 1" = 20'-0" 1 AT HALF SIZE, SCALE: 1" = 40'-0" PERMIT SET FOR REGULATORY APPROVAL E T H C I M SI G E R R E D E A L C. AR C H I T ST O EU S E C T S T 20703 A T E FO T SA XE 11.18.2020 E G A R A G G R E B N E E R G D A O R D R O F T R A H 5 2 5 2 3 0 7 8 7 X T , I N T S U A SITE PLAN date NOVEMBER 20, 2020 drawing number A1.0 29'-6" 28'-0" 4'-6" 9'-6" 9'-6" 4'-6" 3'-0" X 5'-0" DH 8'-0" HD 3'-0" X 5'-0" DH 8'-0" HD " 12 5 3'-0" X 8'-0" INSWING 4'-5" 4'-5" 8'-41 2" 8'-41 2" 4'-5" 4'-5" 25'-7" 16'-9" PERMIT SET FOR REGULATORY APPROVAL I G N W S T U O " 0 - ' 9 X " 0 - ' 4 - 2 I G N W S T U O " 0 - ' 9 X " 0 - ' 4 - 2 I G N W S T U O " 0 - ' 9 X " 0 - ' 4 - 2 I G N W S T U O " 0 - ' 9 X " 0 - ' 4 - 2 51 2" " 0 - ' 3 5 " 0 - ' 3 1 " 0 - ' 1 6 " 0 - ' 7 " 0 - ' 3 1 " 0 - ' 3 1 " 0 - ' 7 " 0 1 - ' 3 " 2 - ' 4 3- CAR GARAGE CONC (SLOPE TO DRAIN) 3 1 2" " 1 - ' 9 3 1'-6" 1'-6" H D " 0 - ' 5 x " 0 - ' 3 D H " 0 - ' 8 " 0 - ' 5 X " 6 - ' 1 - 2 S R E T T U H S H D " 0 - ' 5 x " 0 - ' 3 D H " 0 - ' 8 " 0 - ' 5 X " 6 - ' 1 - 2 S R E T T U H S . X X A X / " 8 - ' 8 " 12 7 - ' 9 1 I G N W S N I " 0 - ' 8 X " 0 - ' 3 - 2 S R E T T U H S " 0 - ' 8 X " 0 - ' 3 - 2 R T P O T H C R A " 0 - ' 2 X " 0 1 - ' 4 " 9 - ' 3 1 " 0 - ' 1 6 " 4 - ' 5 " 12 7 - ' 5 " 12 0 1 - ' 6 " 12 0 1 - ' 6 " 12 7 - ' 5 " 4 - ' 5 " 0 1 - ' 3 " 2 - ' 4 " 8 - ' 8 " 12 7 - ' 9 1 H D " 0 - ' 5 x " 0 - ' 3 D H " 0 - ' 8 " 0 - ' 5 X " 6 - ' 1 - 2 S R E T T U H S 51 2" H D " 0 - ' 5 x " 0 - ' 3 D H " 0 - ' 8 " 0 - ' 5 X " 6 - ' 1 - 2 S R E T T U H S 3'-0" X 8'-0" " 12 1 - ' 2 3'-11 2" 3 1 2" " 3 - ' 7 3'-0" X 8'-0" 3'-11" UP 17 R @ 7.5" " 1 - ' 4 STAIR WD 3'-0" X 6'-8" DUTCH DR 2'-6" X 3'-8" CO 6'-8" HD 2 - 1'-3" X 3'-8" SHUTTERS " 12 3 3'-2" 11'-9" 20'-01 2" STORAGE CONC 2 - 4'-0" X 8'-7 1 2" SLIDERS " 0 - ' 8 O C " 8 - ' 3 X " 0 - ' 3 D H " 8 - ' 6 " 8 - ' 3 X " 6 - ' 1 - 2 S R E T T U H S B K A - 3 L 2 L 0 A 6 D - 4 I I S S T N A K N S L E S S S T E E L . X X A X / " 12 8 - ' 7 POTTING CONC O C " 8 - ' 3 X " 0 - ' 3 D H " 8 - ' 6 " 8 - ' 3 X " 6 - ' 1 - 2 S R E T T U H S " 0 - ' 8 " 3 - ' 1 1 " 3 - ' 1 1 " 6 - ' 5 " 0 - ' 7 " 0 - ' 7 " 9 - ' 2 " 9 - ' 2 " 9 - ' 2 " 9 - ' 2 " 9 - ' 2 " 9 - ' 2 " 6 - ' 5 " 3 - ' 1 1 " 3 - ' 1 1 " 0 - ' 5 X " 0 - ' 3 P O T D N U O R H D D H " 0 - ' 9 " 0 - ' 5 X " 0 - ' 3 P O T D N U O R H D D H " 0 - ' 9 " 0 - ' 5 X " 0 - ' 3 P O T D N U O R H D D H " 0 - ' 9 3'-0" X 5'-0" DH ROUND TOP 9'-0" HD 2 - 1'-6" X 5'-0" SHUTTERS " 12 5 GOLF WD " 12 3 - ' 6 1 3'-0" X 8'-0" I S S B K T I - A N 3 A L 2 K L 0 N S A 6 L D - E 4 S S S T E E L 31 2" . X X A X / 11'-11" 31 2" BATH TILE X/AX.X X/AX.X 4'-3" T K P " 0 - ' 8 x " 6 - ' 2 . X X A X / 3'-0" X 8'-0" DN 17 R @ 7.5" STAIR WD " 12 7 - ' 3 " 12 5 3'-0" X 5'-0" DH ROUND TOP 9'-0" HD 2 - 1'-6" X 5'-0" SHUTTERS " 0 - ' 5 X " 0 - ' 3 P O T D N U O R H D D H " 0 - ' 9 " 0 - ' 5 X " 0 - ' 3 P O T D N U O R H D D H " 0 - ' 9 " 0 - ' 5 X " 0 - ' 3 P O T D N U O R H D D H " 0 - ' 9 " 0 - ' 5 X " 0 - ' 3 P O T D N U O R H D D H " 0 - ' 9 " 7 - ' 2 " 7 - ' 2 " 2 - ' 3 " 2 - ' 3 " 6 - ' 5 " 6 - ' 5 " 9 - ' 2 " 9 - ' 2 " 9 - ' 2 " 9 - ' 2 " 9 - ' 2 " 9 - ' 2 " 9 - ' 2 " 9 - ' 2 " 2 - ' 3 " 2 - ' 3 " 6 - ' 5 " 6 - ' 5 " 7 - ' 2 " 7 - ' 2 " 0 - ' 3 5 " 6 - ' 5 . X X A X / OFFICE WD " 6 - ' 9 1 " 6 - ' 9 1 " 0 - ' 3 5 " 0 - ' 7 " 0 - ' 7 ROOF BELOW " 2 - ' 2 3 ROOF BELOW E T H C I M SI G E R R E D E A L C. AR C H I T ST O EU S E C T S T 20703 A T E FO T SA X E 11.18.2020 E G A R A G G R E B N E E R G D A O R D R O F T R A H 5 2 5 2 3 0 7 8 7 X T , I N T S U A date NOVEMBER 20, 2020 drawing number A2.0 1ST FLOOR PLAN - GARAGE 1 SCALE: 1/4" =1'-0" AT HALF SIZE, SCALE: 1/8"=1'-0" 2ND FLOOR PLAN - GARAGE 2 SCALE: 1/4" =1'-0" AT HALF SIZE, SCALE: 1/8"=1'-0" 7'-6" 7'-9" 4'-5" 4'-2" 1'-0" 1'-6" 15'-3" 1'-0" 1'-6" 29'-6" 4'-5" 4'-5" 8'-41 2" 8'-41 2" 16'-9" 25'-7" 4'-5" 4'-5" 8" WOOD TRIM RIDGE CAP 51 2" 8" 12:12 PITCH SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF " 8 " 12 8 8" " 8 8:12 PITCH DORMER SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF 8:12 PITCH DORMER SLATE TILE ROOF CUPOLA 12:12 PITCH SLATE TILE ROOF 8:12 PITCH SLATE TILE ROOF 8:12 PITCH SLATE TILE ROOF " 8 " 0 - ' 1 51 2" 3:12 PITCH SLATE TILE ROOF 51 2" 1 ROOF PLAN - GARAGE SCALE: 1/4" =1'-0" AT HALF SIZE, SCALE: 1/8"=1'-0" PERMIT SET FOR REGULATORY APPROVAL E T H C I M SI G E R R E D E A L C. AR C H I T ST O EU S E C T S T 20703 A T E FO T SA X E 11.18.2020 E G A R A G G R E B N E E R G D A O R D R O F T R A H 5 2 5 2 3 0 7 8 7 X T , I N T S U A date NOVEMBER 20, 2020 drawing number A2.1 12 8 12:12 PITCH SLATE TILE ROOF CUPOLA GAS SCONCE WD DENTILS & TRIM 12 8 12 3 PL HD " 0 - ' 8 " 8 - ' 6 TOP OF SLAB EXTERIOR ELEVATION - SW 1 SCALE: 1/4" =1'-0" AT HALF SIZE, SCALE: 1/8"=1'-0" 32' ABOVE HIGH POINT OF NATURAL GRADE (PORTION 3) HD " 0 - ' 9 PL " 58 2 - ' 1 " 6 - ' 1 S S U R T TOP OF DECK HD WD CROWN & HD CASING WITH COPPER CAP OPERABLE LOUVERED SHUTTERS " 0 - ' 9 " 0 - ' 8 INTEGRAL COLOR 3-COAT STUCCO FINISH TOP OF SLAB 12 8 12:12 PITCH SLATE TILE ROOF CUPOLA RIDGE CAP 32' ABOVE HIGH POINT OF NATURAL GRADE (PORTION 4) 32' ABOVE HIGH POINT OF NATURAL GRADE (PORTION 5) HD " 0 - ' 9 TOP OF DECK WD CROWN & HD CASING WITH COPPER CAP PL S S U R T " 58 2 - ' 1 " 6 - ' 1 " 0 - ' 9 INTEGRAL COLOR 3-COAT STUCCO FINISH HIGH POINT OF NATURAL GRADE (PORTION 3) = 592.15' EXTERIOR ELEVATION - NE 2 SCALE: 1/4" =1'-0" AT HALF SIZE, SCALE: 1/8"=1'-0" GAS SCONCE 12 3 HIGH POINT OF NATURAL GRADE (PORTION 4) = 588.75' HIGH POINT OF NATURAL GRADE (PORTION 5) = 587.3' TOP OF SLAB AT GARAGE = 590' drawing number A3.0 PERMIT SET FOR REGULATORY APPROVAL E T H C I M SI G E R R E D E A L C. AR C H I T ST O EU S E C T S T 20703 A T E FO T SA X E 11.18.2020 E G A R A G G R E B N E E R G D A O R D R O F T R A H 5 2 5 2 3 0 7 8 7 X T , I N T S U A PL HD " 0 - ' 8 " 8 - ' 6 date NOVEMBER 20, 2020 32' ABOVE HIGH POINT OF NATURAL GRADE (PORTION 3) CUPOLA WD DENTILS & TRIM STUCCO PEDIMENT 8:12 PITCH SLATE TILE ROOF 32' ABOVE HIGH POINT OF NATURAL GRADE (PORTION 5) CUPOLA WD DENTILS & TRIM STUCCO PEDIMENT 8:12 PITCH SLATE TILE ROOF 8:12 PITCH SLATE TILE ROOF 12 12 15' ABOVE HIGH POINT OF NATURAL GRADE (PORTION 3) 5° 4 I E N L Y T R E P O R P HIGH POINT OF NATURAL GRADE (PORTION 3) = 592.15' 4 5 ° 15' ABOVE HIGH POINT OF NATURAL GRADE (PORTION 5) WD DENTILS & TRIM WD CROWN & HD CASING WITH COPPER CAP INTEGRAL COLOR 3-COAT STUCCO FINISH 12 12 8:12 PITCH SLATE TILE ROOF 3:12 PITCH SLATE TILE ROOF OPERABLE LOUVERED SHUTTERS PL HD " 0 - ' 8 " 8 - ' 6 TOP OF SLAB = 590' EXTERIOR ELEVATION - SE 1 SCALE: 1/4" =1'-0" AT HALF SIZE, SCALE: 1/8"=1'-0" HIGH POINT OF NATURAL GRADE (PORTION 5) = 587.3' EXTERIOR ELEVATION - NW 2 SCALE: 1/4" =1'-0" AT HALF SIZE, SCALE: 1/8"=1'-0" 12 12 12 12 HD " 0 - ' 9 PL " 58 2 - ' 1 " 6 - ' 1 S S U R T TOP OF DECK HD WD CROWN & HD CASING WITH COPPER CAP OPERABLE LOUVERED SHUTTERS " 0 - ' 9 " 0 - ' 8 INTEGRAL COLOR 3-COAT STUCCO FINISH TOP OF SLAB = 590' HD " 0 - ' 9 TOP OF DECK TOP OF SLAB PL " 58 2 - ' 1 " 6 - ' 1 S S U R T " 0 - ' 9 3 BUILDING SECTION SCALE: 1/4" =1'-0" AT HALF SIZE, SCALE: 1/8"=1'-0" 4 BUILDING SECTION SCALE: 1/4" =1'-0" AT HALF SIZE, SCALE: 1/8"=1'-0" PERMIT SET FOR REGULATORY APPROVAL E T H C I M SI G E R R E D E A L C. AR C H I T ST O EU S E C T S T 20703 A T E FO T SA X E 11.18.2020 HD " 0 - ' 9 TOP OF DECK PL " 58 2 - ' 1 " 6 - ' 1 S S U R T " 0 - ' 9 E G A R A G G R E B N E E R G D A O R D R O F T R A H 5 2 5 2 3 0 7 8 7 X T , I N T S U A TOP OF SLAB date NOVEMBER 20, 2020 drawing number A3.1 GENERALNOTES GENERALCONDITIONS FOUNDATIONSUBGRADEPREPARATIONS REINFORCEMENT PRE-FABRICATEDWOODTRUSSES THESEALAPPEARINGONTHISDOCUMENT WASAUTHORIZEDBYBRADFARRIS (TXP.E.95660)ONNOVEMBER16,2020. THESEGENERALNOTESSHALLAPPLYUNLESSSPECIFICALLYNOTEDONTHEPLANSAND DETAILS. 1. FORADISTANCEOF3'-0"OUTSIDETHEBUILDINGLINE,REMOVEAMINIMUMOF6'-0"OF EXISTINGSOIL. 1. ALLDETAILING,FABRICATIONANDERECTIONOFREINFORCINGBARS,UNLESSOTHERWISE NOTED,MUSTFOLLOWTHEACI"MANUALOFSTANDARDPRACTICEFORDETAILING REINFORCEDCONCRETE",ACI315LATESTEDITION. 1. FORSIZEANDLOCATIONOFMECHANICALUNITSANDOROPENINGSREQUIREDINTRUSS WEBSFORDUCTSORMECHANICALUNITS,SEEMECHANICALDRAWINGS. 2. ALLFLOORANDROOFTRUSSESSHALLBEDESIGNEDFORALIVELOADACCORDINGTOTHE 2. ALLREINFORCINGBARSSHALLBENEWBILLETSTEELCONFORMINGTOASTMA-615,GRADE60. DESIGNCRITERIAORTOTHELOADINGDIAGRAMSSHOWN. 3. STANDARDPROTECTIVECOVEROFREINFORCINGBARSUNLESSOTHERWISENOTEDSHALLBE: 1. 2. 5. 6. 7. 1. 2. THEGENERALCONTRACTORSHALLVERIFYALLDIMENSIONSANDCONDITIONSATTHE JOBSITE,ANDSHALLBERESPONSIBLEFORCONDITIONSOFALLWORKANDMATERIALS, INCLUDINGTHOSEFURNISHEDBYSUBCONTRACTORS. 3. DISCREPANCIESANDORVARIATIONSSHALLIMMEDIATELYBEREPORTEDTOTHE ARCHITECTANDENGINEER. 4. CONSTRUCTION,WORKMANSHIP,ANDMATERIALSSHALLCOMPLYWITHTHE2015 INTERNATIONALRESIDENTIALCODE. THESTRUCTURALSYSTEMOFTHEBUILDINGISDESIGNEDTOPERFORMASACOMPLETED UNIT.PRIORTOCOMPLETIONOFTHESTRUCTURE,THESTRUCTURALCOMPONENTSMAY BEUNSTABLEANDITISTHERESPONSIBILITYOFTHECONTRACTORTOPROVIDE TEMPORARYSHORINGANDORBRACINGASREQUIREDFORTHESTABILITYOFTHE INCOMPLETESTRUCTUREANDFORTHESAFETYOFALLON-SITEPERSONNEL. THECONTRACTSTRUCTURALDRAWINGSANDSPECIFICATIONSDONOTINDICATETHE METHODOFCONSTRUCTION.THEGENERALCONTRACTORSHALLSUPERVISEANDDIRECT THEWORK,ANDSHALLBESOLELYRESPONSIBLEFORALLCONSTRUCTIONMEANS, METHODS,TECHNIQUES,SEQUENCES,ANDPROCEDURES.OBSERVATIONVISITSTOTHESITE BYTHEARCHITECTORTHEENGINEERSHALLNOTINCLUDEINSPECTIONOFTHEABOVE ITEMS. THEDRAWINGSSHOWONLYREPRESENTATIVEANDTYPICALDETAILSTOASSISTTHE CONTRACTOR.THEDRAWINGSDONOTILLUSTRATEEVERYCONDITION.ALL ATTACHMENTS,CONNECTIONS,FASTENINGS,ETC.,SHALLBEPROPERLYSECUREDIN CONFORMANCEWITHTHEBESTPRACTICE,ANDTHECONTRACTORSHALLBERESPONSIBLE FORPROVIDINGANDINSTALLINGTHEM. 8. THECONTRACTSTRUCTURALDRAWINGSSHALLNOTBEUSEDINWHOLEORINPARTFOR SHOPDRAWINGSUBMITTALS. 9. CONTRACTORSHALLNOTETHATARCHCONSULTINGENGINEERS,PLLCREQUIRESA MINIMUMOFTWOWEEKSTOREVIEWALLSHOPDRAWINGSUBMITTALS. 10. GENERALCONTRACTORSHALLNOTIFYTHEENGINEER48HOURSINADVANCEOFALL BUILDINGCODE:2015INTERNATIONALRESIDENTIALCODE REQUIREDSITEVISITS. DESIGNCRITERIA GRAVITYLOADS: A.DEADLOADS 1)ROOF 2)FLOOR B.LIVELOADS 1)ROOF 2)FLOOR C.SNOWLOADS 1)GROUNDSNOWLOAD,Pg 2)IMPORTANCEFACTOR,I 3. LATERALLOADS A.WINDLOADS 1)WINDSPEED(ULT.) 2)IMPORTANCEFACTOR,I 3)EXPOSURE B.SEISMICLOADS 1)SEISMICDESIGNCATEGORY 2)SITECLASS 3)SEISMICIMPORTANCEFACTOR,IE 20PSF(REDUCIBLE) 40PSF 25PSF 20PSF 5PSF 1.0 115MPH 1.0 "B" A D 1.0 3. 4. 1. TRUSSMANUFACTURERSHALLSUBMITSHOPDRAWINGS,ANDCALCULATIONS,WITHSEAL OFREGISTEREDENGINEERINTHESTATEOFTEXAS,FORREVIEW.SHOPDRAWINGSSHALL INCLUDESIZEANDLOCATIONOFALLREQUIREDBRACINGMEMBERS(TEMPORARYAND PERMANENT)ANDDETAILSOFALLTRUSSTOTRUSSCONNECTIONS(EXAMPLE:HIPJACK TRUSSTOGIRDERTRUSSANDCOMMONJACKTRUSSESTOGIRDERTRUSS). TRUSSMANUFACTURERSHALLPROVIDEACOPYOFBCSIGUIDEFORHANDLING, INSTALLING,ANDBRACINGOFMETALPLATECONNECTEDWOODTRUSSESTOTRUSS ERECTOR. 5. MAXIMUMLIVELOADDEFLECTIONSHALLBESPANLENGTH360FORROOF,FLOOR, BALCONY,ANDCORRIDORTRUSSES.MAXIMUMTOTALLOADDEFLECTIONSHALLBESPAN LENGTH240FORROOF,FLOOR,BALCONY,ANDCORRIDORTRUSSES.THEMAXIMUM DEFLECTIONSHALLNOTEXCEED1INCH. 1. ALLLVL'SSHALLBEFABRICATEDTOSTANDARDSSETFORTHINTHENATIONAL EVALUATIONSERVICE(NES)REPORTNO.NER-481ANDSHALLPROVIDEMINIMUM ALLOWABLEDESIGNVALUESOF2600PSIINBENDING,285PSIINHORIZONTALSHEAR PERPENDICULARTOTHEGLUELINE,AND1,900,000PSIINMODULUSOFELASTICITY. POST-INSTALLEDANCHORS POST-INSTALLEDANCHORSSHALLONLYBEUSEDWHERESPECIFIEDONTHE CONSTRUCTIONDOCUMENTS.THECONTRACTORSHALLOBTAINAPPROVALFROMTHE ENGINEER-OF-RECORDPRIORTOINSTALLINGPOST-INSTALLEDANCHORSINPLACEOF MISSINGORMISPLACEDCAST-IN-PLACEANCHORS.CARESHALLBETAKENINPLACING POST-INSTALLEDANCHORSTOAVOIDCONFLICTSWITHEXISTINGREBAR.HOLESSHALLBE DRILLEDANDCLEANEDINACCORDANCEWITHTHEMANUFACTURER'SWRITTEN INSTRUCTIONS.SUBSTITUTIONREQUESTSFORPRODUCTSOTHERTHANTHOSESPECIFIED BELOWSHALLBESUBMITTEDBYTHECONTRACTORTOTHEENGINEER-OF-RECORDALONG WITHCALCULATIONSTHATAREPREPARED&SEALEDBYAREGISTEREDPROFESSIONAL ENGINEER.THECALCULATIONSSHALLDEMONSTRATETHATTHESUBSTITUTEDPRODUCT ISCAPABLEOFACHIEVINGTHEPERTINENTEQUIVALENTPERFORMANCEVALUES (MINIMUM)OFTHESPECIFIEDPRODUCTUSINGTHEAPPROPRIATEDESIGNPROCEDURE ANDORSTANDARD(S)ASREQUIREDBYTHEBUILDINGCODE.PROVIDECONTINUOUS SPECIALINSPECTIONFORALLMECHANICALANDADHESIVEANCHORSPERTHE APPLICABLEEVALUATIONREPORT(ICC-ESESR).CONTACTMANUFACTURER'S REPRESENTATIVEFORTHEINITIALTRAININGANDINSTALLATIONOFANCHORSANDFOR PRODUCTRELATEDQUESTIONSANDAVAILABILITY.CALLSIMPSONSTRONG-TIEAT(800) 999-5099. 2. CONCRETEANCHORS a. MECHANICALANCHORSSHALLHAVEBEENTESTEDANDQUALFIEDFORUSEIN ACCORDANCEWITHACI355.2ANDICC-ESAC193FORCRACKEDANDUNCRACKED CONCRETERECOGNITION.PRE-APPROVEDMECHANICALANCHORSINCLUDE: (1) SIMPSONSTRONG-TIE"TITEN-HD"AND"TITEN-HDRODHANGER"(ICC-ESESR-2713) (2) SIMPSONSTRONG-TIE"STRONG-BOLT"(ICC-ESESR-1771) (3) SIMPSONSTRONG-TIE"STRONG-BOLT2"(ICC-ESESR-3037) b. ADHESIVEANCHORSSHALLHAVEBEENTESTEDANDQUALIFIEDFORUSEIN ACCORDANCEWITHICC-ESAC308FORCRACKEDANDUNCRACKEDCONCRETE RECOGNITION.PRE-APPROVEDADHESIVEANCHORSINCLUDE: (1) SIMPSONSTRONG-TIE"SET-XP"(ICC-ESESR-2508) NOTE:SANDYLOAMISNOTACCEPTABLESELECTFILLMATERIALORANYMATERIAL CONTAININGANYORGANICMATTER. 5. WELDINGORHEATBENDINGOFREINFORCINGBARSSHALLNOTBEPERMITTED,UNLESS APPROVEDBYTHEENGINEER. 4. LAPREINFORCING30BARDIAMETERSATSPLICESUNLESSNOTEDORDETAILEDOTHERWISE. PROVIDE(3)4X3'-0'LONGDIAGONALBARSATALLRE-ENTRANTCORNERS. PROVIDE12"DIAMETERX10"LONGHOTDIPPEDGALVANIZEDANCHORBOLTSAT4'-0"O.C.IN THEFOUNDATIONATTHELOCATIONSOFALLEXTERIORWOODFRAMEDWALLS. LAMINATEDVENEERLUMBER 11. ANYSTANDINGWATERONTHESURFACEOFTHEVAPORBARRIERSHALLBEREMOVEDOR UNLESSDETAILEDOTHERWISE. DRIEDPRIORTOCONCRETEPLACEMENT. 3. 4. 5. 6. 7. 3. 4. 8. 9. 2. REWORKANDCOMPACTTHETOP6"OFTHEEXPOSEDSUBGRADETO95OFMAXIMUMDRY DENSITYAT2TO3ABOVEOPTIMUMMOISTURECONTENT,INACCORDANCEWITHASTM METHODD698.DONOTALLOWTHEEXPOSEDSUBGRADETODRYOUTPRIORTOPLACING THESTRUCTURALFILL. FILLBACKTOREQUIREDGRADEWITHMATERIALSELECTEDANDCOMPACTEDIN ACCORDANCEWITHTHEREQUIREMENTSBELOW.FILLSHALLEXTENDATLEAST3'-0" BEYONDTHEFOUNDATIONPERIMETERANDSLOPEDOWNATNOTMORETHANONETO TWOSLOPETONATURALSOILEXCEPTATDEEPBEAMCONDITIONS. SELECTFILLSHALLBECRUSHEDLIMESTONEBASEMATERIALMEETINGTHEREQUIREMENTS OFTEXASDEPARTMENTOFTRANSPORTATION(TxDOT)2004STANDARDSPECIFICATIONS ITEM246,TYPEA,GRADE3. SELECTFILLSHALLBECOMPACTEDINTHEFIELDINLOOSELIFTSNOTTOEXCEED8"IN THICKNESSTOAMINIMUMOF95OFMAXIMUMLABORATORYDENSITY(FILLSHALLBE WITHIN2OFOPTIMUMMOISTURECONTENTDURINGCOMPACTION)ASDETERMINEDBY ASTMD698.FIELDDENSITIESSHALLBECHECKEDINACCORDANCEWITHASTMD-2922. LABORATORYMOISTURE-DENSITYCURVEORCURVESASREQUIREDANDRESULTSOFAT LEAST2FIELDDENSITYCHECKSPERLIFTARETOBESUBMITTEDTOTHEARCHITECTOR ENGINEER. BEAMTRENCHESSHALLBECUTDIRECTLYINTOCOMPACTEDFILLTOPLANDIMENSIONS ANDSACKINGOFTRENCHESWILLBEPERMITTEDFORINSIDEOFPERIMETERBEAMS.IN CASESACKINGISUSED,DENSITYTESTINGWILLNOTBEPERFORMEDCLOSERTHAN4'-0" FROMTHEINSIDEOFTHEPERIMETERBEAMFACE. 8. ALLFOUNDATIONEXCAVATIONSSHALLBEEXTENDEDTOFINALGRADEANDTHE FOOTINGSCONSTRUCTEDANDPOUREDASSOONASPOSSIBLETOMINIMIZEPOTENTIAL DAMAGE(DUETOWETTINGANDORDRYING)TOBEARINGSOILS.FOUNDATION CONCRETESHALLNOTBEPLACEDONSOILSTHATHAVEBEENDISTURBEDBYRAINFALLOR SEEPAGE. 9. EXTENDALLGRADEBEAMSAMINIMUMOF5'-0"BELOWFINALADJACENTEXTERIORGRADE. 10. PROVIDE10MIL.VAPORBARRIERUNDERALLCONCRETESLABSANDGRADEBEAMS. VAPORBARRIERSHALLCONFORMTOASTME1745CLASSAREQUIREMENTS.INSTALLATION SHALLBEINACCORDANCEWITHMANUFACTURER'SINSTRUCTIONSANDASTME1643-98. CONCRETE 1. ALLCONCRETEWORKSHALLCONFORMTOTHELATESTAMERICANCONCRETEINSTITUTE BUILDINGCODE(ACI318-14).ALLCONCRETEFLOORANDSLABCONSTRUCTIONSHALL CONFORMTOACI302.1R-04.ALLCONCRETEWORKSHALLALSOCONFORMTO "SPECIFICATIONSFORSTRUCTURALCONCRETE",ACI301-14. 2. CONCRETESHALLBENORMALWEIGHTCONCRETEANDSHALLCONFORMTOTHE FOLLOWINGSPECIFICATIONS: 28DAYCOMPRESSIVESTRENGTH.....................................................3,000PSI MINIMUMCEMENTCONTENT...........................................................520-610LBCY WATERCEMENTRATIO.....................................................................0.47-0.55 SLUMPRANGE.........................................................................................2"MIN-5"MAX NOMINALMAXAGGREGATESIZE....................................................1" AIRCONTENTFORTROWEL-FINISHEDINTERIORSLABS..........LESSTHAN3 FLYASHCANBESUBSTITUTEDFORCEMENTUPTO30BYWEIGHT.CALCIUMCHLORIDEIS NOTACCEPTABLEFORUSEINMIX. FURNISHMIXDESIGNSFORALLCLASSESOFCONCRETE.RETAINAQUALIFIEDTESTING LABORATORYTOMAKECONCRETECYLINDERSANDPERFORMCOMPRESSIVETESTS. PORTLANDCEMENTSHALLCONFORMTOASTMC-150.AGGREGATESHALLCONFORMTO ASTMC-33. LIQUIDMEMBRANE-FORMINGCURINGCOMPOUNDTHATMEETSOREXCEEDSTHE REQUIREMENTSOFASTMC309. 7. WHENWATERCURINGORWETCOVERINGISUSEDPROVIDE7DAYSOFUNINTERRUPTED CURING. IFACURINGCOMPOUNDISUSED,PROVIDEALETTEROFCOMPATIBILITYFROMTHEMFR. INSURINGTHATTHECURINGCOMPOUNDWILLNOTINTERFEREWITHSUBSEQUENTFLOOR FINISHES. EMBEDDEDCONDUITSANDPIPES,ANDSLEEVESSHALLMEETTHEREQUIREMENTSOFACI 318-14,INCLUDINGTHEFOLLOWINGREQUIREMENTS: A. CONDUITSANDPIPESEMBEDDEDWITHINASLAB,WALL,ORBEAM(OTHERTHAN THOSEPASSINGTHROUGH)SHALLNOTBELARGERINOUTSIDEDIMENSIONTHAN13 THEOVERALLTHICKNESSOFTHESLAB,WALL,ORBEAMINWHICHTHEYARE EMBEDDED. B. CONDUITS,PIPES,ANDSLEEVESSHALLNOTBESPACEDCLOSERTHAN3DIAMETERS ORWIDTHSONCENTER. C. CONDUITS,PIPES,ANDSLEEVESSHALLBEOFUN-COATEDORGALVANIZEDIRONOR STEELNOTTHINNERTHANSTANDARDSCHEDULE40PIPE. SLABSONGRADE(TOP)........112IN. GRADEBEAMSANDPIERS TOPS...................112IN. SIDES..........................3IN. BOTTOMS.................3IN. OTHER................112IN. 6. 7. 2. 5. 6. 8. ATCORNERSAND"T"INTERSECTIONSOFALLBEAMSEXTEND4CORNERBARSEQUALTOTHE SCHEDULEDSTEELINTHEADJACENTBEAMS2'-0"EACHWAY,2BARSTOPAND2BARS BOTTOM.PROVIDECORNERBARSATALLINTERMEDIATEREINFORCINGBARSINWALLSAND DEEPBEAMS TIMBERNOTES 1. UNLESSNOTEDOTHERWISE,ALLSTRUCTURALFRAMINGLUMBERSHALLBECLEARLY MARKEDNO.2K.D.PINEBYTHESPIBWITHAMINIMUMFb=1000PSI.ALLWALLSTUDSSHALL BES-P-FLUMBER,NO.2ORBETTER. SOLID2"BLOCKINGSHALLBEPROVIDEDATTHEENDSANDPOINTSOFSUPPORTOFALL JOISTS,RAFTERS,ANDPURLINS,ANDSHALLBEPLACEDBETWEENSUPPORTSINROWSNOT EXCEEDING8'-0"APART.ALLWALLSSHALLHAVESOLID2"BLOCKINGAT8'-0"O.C.MAX. VERTICALLY.ENDNAILWITH(2)-16dNAILSORSIDETOENAILWITH(2)-12dNAILS.ALL BLOCKINGSHALLBESAMEDEPTHASMEMBERSBEINGBLOCKED. 3. ALLCONNECTIONSFORWOODFRAMINGMEMBERSSHALLBEINACCORDANCEWITHTHE INTERNATIONALRESIDENTIALCODEFASTENINGSCHEDULE(TABLER602.3(1)). 4. ALLWOODSTUDWALLSSHALLBEFULLHEIGHTWITHOUTINTERMEDIATEPLATELINE INCLUDEANALLOWANCEFOR200BOARDFEETOFLUMBERTOBEUSEDASDIRECTEDINTHE FIELDFORSPECIALCONDITIONSNOTCOVEREDBYNOTEORDRAWING(LABORFOR ERECTINGSAMETOBEINCLUDED).UPONCOMPLETIONOFPROJECT,REBATETOOWNERANY AMOUNTREMAINING. PROVIDETRIPLESTUDS(ORCRIPPLES)ATEACHENDOFANYHEADER,BEAM,RIDGE,VALLEY, ORHIPSPANNINGOVER10'-0"UNLESSNOTEDOTHERWISE.PROVIDEDOUBLESTUDS(OR CRIPPLES)ATEACHENDOFANYHEADER,BEAM,RIDGE,VALLEY,ORHIPSPANNING5'-0"TO 10'-0"UNLESSNOTEDOTHERWISE. 7. ALKALINECOPPERQUATERNARY(ACQ)PRESSURETREATEDLUMBERPRODUCTSAREHIGHLY CORROSIVETOMETALCONNECTORSANDFASTENERS.ALLFASTENERSANDMETAL CONNECTORSUSEDINCONJUNCTIONWITHTHEACQPRESSURETREATEDLUMBERSHALLBE HOT-DIPPEDGALVANIZED(MIN.G185COATING)ORTYPE304OR316STAINLESSSTEEL.THESE LOCATIONSINCLUDE,BUTARENOTLIMITEDTOTHEFOLLOWING: ANCHORBOLTSATSOLEPLATETOFOUNDATION (cid:120) (cid:120) MUDSILLANCHORSATSOLEPLATETOFOUNDATION (cid:120) NAILSFROMSOLEPLATETOWALLSTUDS (cid:120) NAILSATEXTERIORPLYWOODSHEATHINGTOSOLEPLATE (cid:120) (cid:120) (cid:120) (cid:120) (cid:120) WOODPOSTSTOCONCRETE (cid:120) NAILSATFLOORJOISTSANDRIMJOISTSTOSOLEPLATE (cid:120) BOLTSATLEDGERTOCONCRETE JOISTTOTREATEDLEDGERCONNECTIONS ALLHANGERSONTREATEDJOISTS PLYWOODDECKINGTOTREATEDJOISTS DECKBOARDSTOTREATEDJOISTS GLUE.ALLJOINTSINPLYWOODDECKINGSHALLBESTAGGERED. 3. ALLWALLSHEATHINGANDROOFDECKINGSHALLBENAILEDTOSUPPORTINGMEMBERS ALONGTHEEDGESWITH8dNAILSSPACEDAT6"O.C.ANDATINTERMEDIATESUPPORTS WITH8dNAILSSPACEDAT12"O.C.134"16GAGESTAPLESCANBEUSEDINLIEUOFNAILS FOREXTERIORSHEATHINGPROVIDEDTHATSTAPLESARESPACEDAT3"O.C.ATALL EDGESAND6"O.C.ATALLINTERMEDIATESUPPORTS.ORIENTEDSTRANDBOARDMAYBE USEDINLIEUOFPLYWOODATCONTRACTOR'SOPTION. 4. ALLPLYWOODDECKINGATFLOORSSHALLBE118"THICKGRADEC-DWITHEXTERIOR GLUE.ALLJOINTSINPLYWOODDECKINGSHALLBESTAGGERED.GLUEANDSCREWALL FLOORDECKINGTOWOODFRAMINGMEMBERS. 5. FLOORDECKINGSHALLBESCREWEDTOSUPPORTINGMEMBERSALONGTHEEDGESWITH 212"LONG8WOODSCREWSSPACEDAT6"O.C.ANDATINTERMEDIATESUPPORTSWITH 212"LONG8WOODSCREWSSPACEDAT12"O.C. SEEARCHITECTURALANDMECHANICALPLANSFORVERIFICATIONOFALLDEPRESSIONS, OPENINGS,CAST-IN-PLACEACCESSORIES,ETC. PLYWOODDECKINGANDSHEATHING 5. ALLFLOORSLABSSHALLBECONSTRUCTEDTOHAVEAMINIMUMFLATNESSOFFf=35AND 1. ALLPLYWOODSHEATHINGATWALLSSHALLBE1532"THICKGRADEC-DWITHEXTERIOR AMINIMUMLEVELNESSOFFl=25INACCORDANCEWITHASTME1155. GLUE.PROVIDESOLID2"BLOCKINGATALLJOINTSINPLYWOODSHEARWALLS. 6. CURECONCRETESURFACEEITHERBYWATERCURING,WETCOVERING,ORAPPLYINGA 2. ALLPLYWOODDECKINGATROOFSSHALLBE1932"THICKGRADEC-DWITHEXTERIOR DATE 111620 PROJECTNUMBER 20219 REVISIONS GENERALNOTES S0 1 OF 7 SHEETISFORMATTEDTO22"x34". SCALESAREONEHALFOFNOTED WHENPRINTEDATHALFSIZE. 51 2" 8'-11 2" 29'-6" 28'-0" 20'-01 2" 7'-71 2" 1 S 3 1'-6" 7'-6" 12'-3" (3)2x6STUDCOLUMNW SIMPSONHDU2-SDS2.5HOLD DOWN-DETAIL1S3.2- TYPICALWHERESHOWNU.N.O. 2x6STUDSAT16"O.C. W12"PLWD. SHEATHING FINISHEDGRADE REF. ARCH'L. SLOPEDOWN-REF.ARCH'L 5S1 2S1 4'SAT12"O.C. HORIZ.EACHFACE CONT.TREATED2x6 PLATEW12"DIA.x 10"JBOLTSAT4'-0"O.C. 5"CONC.SLABW4'S AT16"O.C.EACHWAY VAPORBARRIER COMPACTED SELECTFILL 4'SAT12"O.C. VERT.EACHFACE 2x6STUDSAT16"O.C. W12"PLWD. SHEATHING 4NOSINGBAR, EXTENDVERTICAL BARSINTOCURB FINISHEDGRADE 4'SAT12"O.C. HORIZ.EACHFACE CONT.TREATED2x6 PLATEW12"DIA.x 10"JBOLTSAT4'-0"O.C. 5"CONC.SLABW4'S AT16"O.C.EACHWAY VAPORBARRIER COMPACTED SELECTFILL 4'SAT12"O.C. VERT.EACHFACE THESEALAPPEARINGONTHISDOCUMENT WASAUTHORIZEDBYBRADFARRIS (TXP.E.95660)ONNOVEMBER16,2020. " 0 - ' 3 " 0 - ' 8 " 0 - ' 5 " 0 - ' 8 " 0 - ' 8 " 0 - ' 5 " 0 - ' 8 " 12 6 - ' 2 " 12 5 " 0 - ' 8 " 0 - ' 3 5 " 0 - ' 5 " 0 - ' 1 6 " 12 6 - ' 2 " 12 5 " 0 - ' 2 4S1 4S1 3S1 4S1 3S1 4S1 6S1 REF. ARCH'L. 1 S 6 5S1 20'-01 2" 9'-0" SLOPEDOWN-REF.ARCH'L REF. ARCH'L. REF. ARCH'L. 1 S 6 16'-77 8" S E I R A V 312" 3'-0" 45 8" 312" 5S1 SLOPEDOWN-REF.ARCH'L . ' L H C R A . F E R 1 S 4 1 S 3 " 9 - ' 3 1 " 0 - ' 1 6 " 34 3 - ' 0 1 " 34 3 - ' 9 " 12 7 - ' 9 1 " 8 - ' 6 " 12 1 1 - ' 2 1 " 0 - ' 8 312" (2)6'SCONT.T&B 1'-0" (2)6'SCONT.T&B 1'-0" 2.PERIMETERBEAMDETAIL 3.PERIMETERBEAMWCURB 34"=1'-0" 34"=1'-0" DRIVEWAY BYOTHERS REF. ARCH'L 5"CONC.SLABW4'S AT16"O.C.EACHWAY 4'SAT12"O.C. HORIZ.EACHFACE VAPORBARRIER COMPACTED SELECTFILL 4'SAT12"O.C. VERT.EACHFACE 4NOSING BAR 5"CONC.SLABW4'S AT16"O.C.EACHWAY 2S1 " 12 7 - ' 9 1 (2)6'SCONT.T&B 1'-0" COMPACTED SELECTFILL VAPORBARRIER 4.SECTIONATDRIVEWAY 5.SECTIONATSLABDROP 34"=1'-0" 34"=1'-0" 5"CONC.SLABW4'S AT16"O.C.EACHWAY VAPORBARRIER COMPACTED SELECTFILL 51 2" 4NOSINGBARW3'S VERTICALAT12"O.C. 5"CONC.SLABW4'S AT16"O.C.EACHWAY VAPORBARRIER COMPACTED SELECTFILL 8'-11 2" 3'-6" 7'-11 2" 3'-9" 8'-0" 15'-3" 29'-6" 1 S 2 11'-9" 1'-0" 1'-6" 1.FOUNDATIONPLAN 14"=1'-0" 1'-0" (2)6'SCONT.T&BW 3STIR.AT24"O.C. 1'-0" (2)6'SCONT.T&BW 3STIR.AT24"O.C. 6.TYP.INTERIORBEAM 7.INTERIORBEAMWCURB 34"=1'-0" 34"=1'-0" SHEETISFORMATTEDTO22"x34". SCALESAREONEHALFOFNOTED WHENPRINTEDATHALFSIZE. DATE 111620 PROJECTNUMBER 20219 REVISIONS FOUNDATION PLANANDDETAILS S1 2 OF 7 (3)134"x1114"LVL HDR.W(2)2x6KING STUDSAND(2)2x6 JACKSTUDSBOTH ENDS 3S3 2S3 (3)134"x1114"LVL HDR.W(2)2x6KING STUDSAND(2)2x6 JACKSTUDSBOTH ENDS ALIGNTRUSSESUNDER SIDEWALLSOF DORMERS-TYPICAL (3)134"x1114"LVL HDR.W(2)2x6KING STUDSAND(2)2x6 JACKSTUDSBOTH ENDS (3)134"x1114"LVL HDR.W(2)2x6KING STUDSAND(2)2x6 JACKSTUDSBOTH ENDS 3 S 1 (2)2x6BLKG.WSIMPSONHUS26-2TF TOPFLANGEHANGERS-TYP.AS SHOWNBELOWLOADBEARING WALLSFROMABOVE FULLHEIGHT2x6STUDSAT16"O.C.ATGABLEENDWALL- NOINTERMEDIATEPLATE (2)134"x714"LVLCOLLAR TIEBOLTEDTOLVLRAFTERS- TYPICALBOTHSIDESOF EACHDORMER 2x10RAFTERS AT16"O.C.- TYPICAL (2)2x10BEAMWSIMPSON LUS210HANGERS-TYPICAL ATEACHDORMER 2x6VALLEY-TYPICAL ATEACHDORMER (3)134"x914"LVLRAFTER- TYPICALBOTHSIDESOF EACHDORMER 2x6RAFTERSAT24"O.C.- TYPICALATEACHDORMER 134"x512"LVLRIDGE- TYPICALATEACHDORMER THESEALAPPEARINGONTHISDOCUMENT WASAUTHORIZEDBYBRADFARRIS (TXP.E.95660)ONNOVEMBER16,2020. (5)134"x18"LVLBEAM 1S3.1 1 . 3 S 2 . . I G N C A P S M U M I X A M C O " 4 2 T A S E S S U R T R O O L F P E E D " 8 1 R E R U T C A F U N A M S S U R T Y B S R E G N A H W SIMPSONHGUS414 FACEHANGER M A E B L V L " 8 1 x " 4 3 1 ) 2 ( (5)134"x18"LVLBEAM SIMPSONHGUS414 FACEHANGER REFERTODETAIL 3S3.1FORROOF OVERFRAMING 2x8RAFTERS AT16"O.C. (2)134"x714" LVLRIDGEBEAM 2x8RAFTERS AT16"O.C. . R D H 8 x 2 ) 3 ( . R D H 8 x 2 ) 3 ( . R D H 8 x 2 ) 3 ( . R D H 2 1 x 2 ) 3 ( ALIGNTRUSSESUNDER SIDEWALLSOFDORMERS- TYPICAL (6)2x6STUD COLUMN . R D H 8 x 2 ) 3 ( 3S3 2S3 (6)2x6STUD COLUMN (3)134"x18"LVLBEAM (3)2x12HDR. (2)2x6BLKG.WSIMPSONHUS26-2TF TOPFLANGEHANGERS-TYP.AS SHOWNBELOWLOADBEARING WALLSFROMABOVE (2)134"x18"LVL BEAMWSIMPSON HU412HANGERS BOTHENDS 2x8RAFTERSAT24"O.C. CONT. (2)2x8HDR. 1.MAINLEVELFRAMINGPLAN 14"=1'-0" FULLHEIGHT2x6STUDSAT16"O.C.ATGABLEENDWALL- NOINTERMEDIATEPLATE DATE 111620 PROJECTNUMBER 20219 REVISIONS 2.UPPERLEVELFRAMINGPLAN 14"=1'-0" FRAMINGPLANS S2 3 OF 7 SHEETISFORMATTEDTO22"x34". SCALESAREONEHALFOFNOTED WHENPRINTEDATHALFSIZE. BWL 1 27'-61 2" BWL 2 BWL 1 16'-51 2" BWL 2 BWL A BWL A BWL A THESEALAPPEARINGONTHISDOCUMENT WASAUTHORIZEDBYBRADFARRIS (TXP.E.95660)ONNOVEMBER16,2020. BWL A (3)2x6STUDCOLUMNW SIMPSONHDU2-SDS2.5HOLD DOWN-DETAIL1S3.2- TYPICALWHERESHOWNU.N.O. HATCHEDEXTERIORWALLS REPRESENTCONTINUOUS BRACEDSHEARWALLSW PLYWOODSHEATHINGPER SECTIONR602.10.4OFTHEIRC- REF.DETAILSONSHEETS3.2 HATCHEDAREASREPRESENT CONTINUOUSBRACEDWALLS PERSECTIONR602.10.4OFTHE IRC-REF.DETAILSONSHEETS3.2 HATCHEDEXTERIORWALLS REPRESENTCONTINUOUS BRACEDSHEARWALLSW PLYWOODSHEATHINGPER SECTIONR602.10.4OFTHEIRC- REF.DETAILSONSHEETS3.2 HATCHEDAREASREPRESENT CONTINUOUSBRACEDWALLS PERSECTIONR602.10.4OFTHE IRC-REF.DETAILSONSHEETS3.2 HATCHEDEXTERIORWALLS REPRESENTCONTINUOUS BRACEDSHEARWALLSW PLYWOODSHEATHINGPER SECTIONR602.10.4OFTHEIRC- REF.DETAILSONSHEETS3.2 " 12 6 - ' 2 5 " 12 6 - ' 2 5 " 12 6 - ' 2 5 " 12 6 - ' 2 5 (3)2x6STUDCOLUMNW SIMPSONHDU2-SDS2.5HOLD DOWN-DETAIL1S3.2- TYPICALWHERESHOWNU.N.O. HATCHEDINTERIORWALLS REPRESENTCONTINUOUSBRACED GYPSUMBOARDSHEARWALLS PERSECTIONR602.10.4OFTHEIRC- REF.DETAILSONSHEETS3.2 BWL B BWL C " 1 - ' 8 " 1 - ' 8 BWL B BWL C BWL B LATERALBRACINGNOTES 1. ALLEXTERIORWALLSSHALLBECONTINUOUSLYSHEATHED WITHPLYWOODPERGENERALNOTES.ALLSHEATHING SHALLBENAILEDTOSUPPORTINGMEMBERSALONGTHE EDGESWITH8dNAILSSPACEDAT6"O.C.ANDAT INTERMEDIATESUPPORTSWITH8dNAILSSPACEDAT12"O.C. PROVIDESOLID2"BLOCKINGATALLJOINTSINPLYWOOD SHEARWALLS. 2. ALLINTERIORWALLSSHALLBECONTINUOUSLYSHEATHED WITH12"MINIMUMTHICKNESSGYPSUMBOARD.ALL SHEATHINGSHALLBEATTACHEDTOSUPPORTINGMEMBERS WITH114"LONGSCREWS(TYPEWORS)SPACEDAT7"O.C. ALONGTHEEDGESANDATINTERMEDIATESUPPORTSIN ACCORDANCEWITHTABLER702.3.5OFTHEIRC. 27'-61 2" BWL 2 1.MAINLEVELLATERALBRACINGPLAN BWL 1 14"=1'-0" 16'-51 2" BWL 1 BWL 2 2.UPPERLEVELLATERALBRACINGPLAN 14"=1'-0" LATERAL BRACINGPLANS S2.1 4 OF 7 SHEETISFORMATTEDTO22"x34". SCALESAREONEHALFOFNOTED WHENPRINTEDATHALFSIZE. BWL B DATE 111620 PROJECTNUMBER 20219 REVISIONS 2x6STUDSAT16"O.C. W12"PLWD. SHEATHING (2)2x6TOPSILL PLATE,TYP. REF.ARCH'L. T.O.PLATE 118"T&GPLYWOOD FLOORDECKING 18"DEEPFLOOR TRUSSESAT24"O.C. 1.FLOORTRUSSATEXT.WALL 1"=1'-0" 2x6STUDSAT16"O.C. W12"PLWD. SHEATHING 2x6BLKG.ATEDGE OFSHEATHING 2x12LEDGER (2)2x6BLKG.WSIMPSON HUS26-2TFTOPFLANGE HANGERS 118"T&GPLYWOOD FLOORDECKING 58"PLWD. DECKING 2x10RAFTERS AT16"O.C. 2xRIM JOIST 2x6STUDSAT16"O.C. W12"PLWD. SHEATHING 2x4LEDGERLET INTOTRUSS (2)2x6TOPSILL PLATE,TYP. REF.ARCH'L. T.O.PLATE 12 12 58"PLWD. DECKING 2x10RAFTERS AT16"O.C. 2x4STUDS AT16"O.C. 2xRIM JOIST 2x6STUDSAT16"O.C. W12"PLWD. SHEATHING 2x4LEDGERLET INTOTRUSS (2)2x6TOPSILL PLATE,TYP. REF.ARCH'L. T.O.PLATE (2)2x6BLKG.WSIMPSON HUS26-2TFTOPFLANGE HANGERS 118"T&GPLYWOOD FLOORDECKING 18"DEEPFLOOR TRUSSESAT24"O.C. 18"DEEPFLOOR TRUSSESAT24"O.C. 2.FLOORROOFFRAMINGDETAIL 1"=1'-0" 3.FLOORROOFFRAMINGDETAIL 1"=1'-0" THESEALAPPEARINGONTHISDOCUMENT WASAUTHORIZEDBYBRADFARRIS (TXP.E.95660)ONNOVEMBER16,2020. 1 6 3 9 - F n o i t i a r t s g e R E P B T . . . . 5 4 7 8 7 X T N T S U A I , t . e n e c h c r a w w w . 0 3 2 E T U S I . I D V L B S L A R T N R E T S E W 9 7 5 2 E N O H P 3 5 3 5 8 2 3 2 1 5 DATE 111620 PROJECTNUMBER 20219 REVISIONS FRAMINGDETAILS S3 5 OF 7 SHEETISFORMATTEDTO22"x34". SCALESAREONEHALFOFNOTED WHENPRINTEDATHALFSIZE. 134"x14"LVL RIDGEBEAM THESEALAPPEARINGONTHISDOCUMENT WASAUTHORIZEDBYBRADFARRIS (TXP.E.95660)ONNOVEMBER16,2020. 12 8 134"x512" LVLRIDGEBEAM 2x6RAFTERS AT24"O.C. 58"PLWD. DECKING 12 12 58"PLWD. DECKING 2x10RAFTERS AT16"O.C. 2xRIM JOIST 2x4STUDSAT16"O.C. W12"PLWD. SHEATHING (2)134"x714"LVL COLLARTIEAT EDGEOFDORMERS 58"PLWD. DECKING (3)134"x914" LVLATEDGE OFDORMERS (3)134"x914" LVLATEDGE OFDORMERS 2.SECTIONTHRUDORMER 1"=1'-0" 1 6 3 9 - F n o i t i a r t s g e R E P B T . . . . 5 4 7 8 7 X T N T S U A I , t . e n e c h c r a w w w . 0 3 2 E T U S I . I D V L B S L A R T N R E T S E W 9 7 5 2 E N O H P 3 5 3 5 8 2 3 2 1 5 21 4" 31 2" 31 2" " 2 " 14 3 " 2 (4)58"DIA. THRUBOLTS (3)134"x914" LVLATEDGE OFDORMERS (3)134"x914" LVLATEDGE OFDORMERS 1.SECTIONATSIDEOFDORMER 1"=1'-0" 2x12NAILER BELOW,ATTACH ROOFDECKINGW 8dNAILSAT6"O.C. V A L L E Y M A E B E G D I R SECTIONB A N O I T C E S V A L L E Y 2x4KICKERWMIN. (2)-12dFACENAILS(PER KICKER) (2)-16dTOE-NAILSAT BASETOTRUSSTOP CHORD ROOFFRAMINGAS PERPLAN-TYP. ROOF FRAMING TYP.2x4KICKERSAT48" O.C.-SEEDETAILSAANDB 2x6OVERFRAMED RAFTERSAT24"O.C. ORASPERPLAN SECTIONA 2x8ROOFRIDGEBEAMOR ASPERPLAN 2x6OVERFRAMEDRAFTERS AT24"O.C.ORASPERPLAN VALLEYFILLFRAMING PLANVIEW(N.T.S.) ROOFDECKINGMAYBE OMITTEDINTHESEAREAS BELOWOVERFRAMINGFOR VENTILATION. 3.TYP.OVERFRAMINGDETAIL N.T.S. 2x4KICKERWMIN.(2)-12d FACENAILS(PERKICKER) SECTIONB DATE 111620 PROJECTNUMBER 20219 REVISIONS FRAMINGDETAILS S3.1 6 OF 7 SHEETISFORMATTEDTO22"x34". SCALESAREONEHALFOFNOTED WHENPRINTEDATHALFSIZE. 2xCONT.PLATE FLOORDECKING, REF.PLAN FLOORTRUSSES, REF.PLAN SOLIDBLOCKING ATJOINTS,TYP. 8dNAILSAT12"O.C. ALONGINTERMEDIATE SUPPORTS 2xSTUDSAT16"O.C.W 12"PLWD.SHEATHING CONT.TREATED2xPLATE W12"DIA.X10"JBOLTS AT4'-0"O.C.UNLESSNOTED OTHERWISE SECT. 1'-0" MAX. (6)14"x212"LONG SIMPSONSDSSCREWS 58"DIA.x8"LONG SIMPSONTITENHD SCREWANCHOR REF.ARCH'L T.O.CONCRETE (3)2xWHDU2-SDS2.5 SIMPSONHOLDDOWN- REF.PLANFOR LOCATIONSREQ'D. 1.TYP.SHEARWALLNAILINGPATTERN N.T.S. NOTES: 1. MINIMUMSOLEBOLTINGTO CONCRETESHALLBE12" DIA.ANCHORBOLTSAT4'-0" O.C.U.N.O.WITHMINIMUM EMBEDOF7"TYP. 2. PROVIDEMINIMUM(2) BOLTSPERPLATE. SOLEPLATE PRESSURETREATED ANCHORBOLT X A M " 2 1 X A M " 2 1 X A M " 2 1 I N M " 4 SOLEPLATE SPLICE 2xSTUDS REF.PLANS 10dNAILS AT4"O.C. 3"MAX 12"MAX 4"MIN 12"MAX 12"MAX 4"MIN 4"MIN ANCHORBOLT 2.TYP.SILLPLATEBOLTING 3.TYP.SILLPLATSTUD N.T.S. ANCHOR BOLT N.T.S. 2xPLATE 2xFILLER SOLEPLATE THESEALAPPEARINGONTHISDOCUMENT WASAUTHORIZEDBYBRADFARRIS (TXP.E.95660)ONNOVEMBER16,2020. 1 6 3 9 - F n o i t i a r t s g e R E P B T . . . . 5 4 7 8 7 X T N T S U A , I t . e n e c h c r a w w w . 0 3 2 E T U S I . I D V L B S L A R T N R E T S E W 9 7 5 2 E N O H P 3 5 3 5 8 2 3 2 1 5 2xSTUDSAT16"O.C.W 12"PLWD.SHEATHING 16dNAILSAT12"O.C. DOUBLETOP PLATE 4'-0"MIN NOTE: 10dNAILSAT12"O.C.TYPICALTOPPLATE CONNECTIONATALLOTHERLOCATIONS 2ROWSOF(7)10dNAILS AT3"O.C.EACHSIDE OFSPLICE,TYP. SIMPSONCS18STRAPW (18)10dNAILSATUPPER ANDLOWERSTUDS " 0 1 N A L P F E R . " 0 1 REF.ARCH'L T.O.PLATE 8dNAILSAT12"O.C. ALONGINTERMEDIATE SUPPORTS EDGENAILING EACHFACE 8dNAILSAT6"O.C. AROUNDPERIMETEROF PLYWOODSHEETS(TYP.) 8dNAILSAT6"O.C. AROUNDPERIMETEROF PLYWOODSHEETS(TYP.) (3)2xWHDU2-SDS2.5 SIMPSONHOLDDOWN- REF.PLANFOR LOCATIONSREQ'D. SECTION SHEARWALLNOTES: 1. COMMONORBOXNAILSSHALLBEUSED FORALLSHEARWALLNAILING. 2. PROVIDE18"GAPBETWEENALLSHEETS. 3. ALLPLYWOODSHEATHINGTOBE1532" THICKGRADEC-DWITHEXTERIORGLUE PROVIDESOLID2"BLOCKINGATALL JOINTSINPLYWOODSHEARWALLS. ORIENTEDSTRANDBOARDMAYBEUSED ATTHECONTRACTOR'SOPTION. STUDWALL 4.TYP.TOPPLATESPLICE N.T.S. 8dNAILSAT6"O.C. AROUNDPERIMETEROF PLYWOODSHEETS(TYP.) STEELH-CLIPS,TYP. PLYWOODDIAPHRAGMNOTES: 1. COMMONORBOXNAILS SHALLBEUSEDFORALL DIAPHRAGMNAILING. 2. PROVIDE18"GAPBETWEEN ALLSHEETS. 3. ALLPLYWOODDECKINGTO BEGRADEC-DWITH EXTERIORGLUE.REF. GENERALNOTESAND DETAILSFORTHICKNESS. 4. STAGGERALLJOINTSIN PLYWOODDECKING DATE 111620 PROJECTNUMBER 20219 REVISIONS LATERALBRACING DETAILS S3.2 7 OF 7 8dNAILSAT12"O.C. ALONGINTERMEDIATE SUPPORTS WOODJOISTS,RAFTERS ORPURLINSBELOW 5.TYPICALROOFDECKNAILINGPATTERN N.T.S. SHEETISFORMATTEDTO22"x34". SCALESAREONEHALFOFNOTED WHENPRINTEDATHALFSIZE.