10.1 - 3210 Bryker Dr - Drawings — original pdf

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(130.0') N 60 DEGREES 52' 00" W 129.96' . I N M " 0 - ' 5 K C A B T E S 10'-0" REAR SETBACK 5'-0" P.U.E. ' 1 9 . 9 5 W " 9 1 ' 0 5 S E E R G E D 8 2 S ' ) ' 0 . 0 6 W 8 5 S E E R G E D 8 2 S ( W D I G N D L I U B G N T S X E I I I N O T D D A I . T F . Q S 7 4 5 I G N D L I U B G N T S X E I I = ) K R O W O N ( I G N T S X E I . . F S 3 6 3 , 1 = . T F . Q S L A T O T . . F S = D E T A V O N E R 103 SQ. FT. ADDITION EXISTING CONC. SIDEWALK ) ' 0 . 0 6 E ' 8 5 S E E R G E D 8 2 N ( 25'-0" MIN. SETBACK DEMO EXISTING CONC. DRIVEWAY NEW CONC. DRIVEWAY . I N M " 0 - ' 5 K C A B T E S N A L P E T S I e t a D n o i t p i r c s e D . o N " 0 - ' 0 6 1 . 1 A 1 0 0 - 6 2 6 2 / 6 1 / 2 r e b m u n t c e o r j P e t a D " 0 - ' 1 = " 2 3 3 / l e a c S m o c . y e k d n a e g a t t o c . w w w ' ' 3 0 . 0 6 E " 0 3 7 5 S E E R G E D 8 2 N (S 60 DEGREES 52' E 130.0') S 60 DEGREES 49' 01" E 129.83' 30'-0" PAVING PER C.O.A. 3 0 7 8 7 S A X E T , I N T S U A R D R E K Y R B 0 1 2 3 I W E V D 3 e t a D n o i t p i r c s e D . o N 0 . 1 A 1 0 0 - 6 2 6 2 / 6 1 / 2 r e b m u n t c e o r j P l e a c S e t a D m o c . y e k d n a e g a t t o c . w w w 3 0 7 8 7 S A X E T , I N T S U A R D R E K Y R B 0 1 2 3 WH 2 (EX) FLOOR PLAN 3/16" = 1'-0" HW W/D 8 6 0 3 R F/P 01 (EX) FLOOR PLAN 3/16" = 1'-0" No. Description Date 3210 BRYKER DR AUSTIN, TEXAS 78703 www.cottageandkey.com EXISTING PLAN Project number Date Scale 26-001 2/16/26 3/16" = 1'-0" A2.0 30'-2 3/8" EXISTING SLAB EDGE, F.V. EXISTING FOUNDATION, SHALL BE INSPECTED AND REVIEWED BY STRUCTURAL ENGINEER WH 24'-10" EXISTING SLAB EDGE, F.V. 12'-0 3/8" EXISTING, F.V. 43'-0" EXISTING SLAB EDGE, F.V. 21'-1 7/8" 9'-11" 11'-11 1/8" EXISTING SLAB EDGE, F.V. EXISTING, F.V. EXISTING, F.V. . V F . , " 0 - ' 8 " 4 - ' 7 " 8 - ' 6 " 8 - ' 5 1 NEW FOUNDATION, SHALL BE ENGINEERED BY STRUCTURAL ENGINEER FOR NEW FOUNDATION TIE IN. HW NEW FOUNDATION, SHALL BE ENGINEERED BY STRUCTURAL ENGINEER FOR NEW FOUNDATION TIE IN. R EXISTING FOUNDATION, SHALL BE INSPECTED AND REVIEWED BY STRUCTURAL ENGINEER W/D 8 6 0 3 F/P . , E G D E B A V L . F S W E G E N D E B A L S G V N F T E S G X D E E B A L S I , I . . . . X E V F . , E G D E B A L S G N T S X E I I " 4 - ' 5 1 . V F . , E G D E B A L S W E N . V F . , " 9 - ' 9 4 . V F . , E G D E B A L S G N T S X E I I " 5 - ' 4 3 E G D E B A L S G N T S X E I I . V F . , . X E . V F . , . X E " 4 - ' 2 2 " 1 - ' 5 " 0 - ' 7 . V F . , E G D E B A L S W E N " 2 - ' 6 2 " 8 / 3 0 1 - ' 3 3 " 9 - ' 1 4 . V F . , E G D E B A L S G N T S X E I I . V F . , E G D E B A L S G N T S X E I I " 8 / 3 0 1 - ' 5 2 . V F . , W E N " 0 - ' 8 W E N . V F . , E G D E B A L S G N T S X E I I " 2 / 1 9 - ' 1 1 " 2 / 1 6 - ' 1 1 " 5 - ' 1 1 " 0 - ' 7 . V F . , I G N T S X E I . V F . , I G N T S X E I . V F . , I G N T S X E I . V F . , . I T S X E 3'-0" 3'-0" 13'-0" 24'-0" F.V. F.V. EXISTING, F.V. EXISTING, F.V. 43'-0" EXISTING SLAB EDGE, F.V. No. Description Date 3210 BRYKER DR AUSTIN, TEXAS 78703 www.cottageandkey.com SLAB PLAN 26-001 Project number 2/16/26 Date Scale 1/8" = 1'-0" A3.0 DW 01 A3.3 . . C U e n W i 2 01 01 A3.2 A2.0 A2.0 DW PLAN NORTH No. Description Date 3210 BRYKER DR AUSTIN, TEXAS 78703 www.cottageandkey.com FLOOR PLAN Project number Date Scale 26-001 2/16/26 1/8" = 1'-0" A3.1 A5.1 03 42'-11" 3 1/2" 14'-5" 3 1/2" 8'-10 1/2" 3 1/2" 18'-5 1/2" 3 1/2" 27'-3 1/2" 4'-8 3/4" 10'-10 3/4" 7'-10 1/4" 10'-7 1/4" " 9 - ' 2 4 . . V F " 4 . . V F " 1 - ' 8 . . V F " 2 / 1 4 - ' 1 1 . . V F " 6 - ' 1 1 . . V F " 2 / 1 1 - ' 1 1 . . V F " 4 " 4 / 1 4 - ' 5 2 " 4 / 3 5 - ' 1 1 " 8 / 1 0 1 - ' 5 " 6 - ' 5 " 6 - ' 5 " 4 / 3 6 - ' 5 HB HB HA " 2 / 1 0 - ' 4 " 0 - ' 3 " 8 / 1 0 - ' 4 01 A3.6 02 A6.1 HC HD " 2 / 1 3 . . V F " 4 " 8 - ' 4 " 2 / 1 1 - ' 3 " 0 1 - ' 2 " 3 - ' 8 " 2 / 1 3 " 1 1 - ' 1 " 1 1 - ' 3 13 12 " 1 1 - ' 0 1 " 2 / 1 5 " 2 / 1 9 - ' 7 11 " 2 / 1 3 " 7 - ' 9 " 2 / 1 9 - ' 1 09 10 " 2 / 1 3 " 7 - ' 3 " 2 / 1 9 - ' 1 " 3 - ' 9 . . V F " 5 HA 3 1/2" 2'-7" 4'-11" 3 1/2" 05 8" " 2 / 1 7 - ' 1 " 2 / 1 3 " 5 - ' 3 04 " 2 / 1 3 " 4 - ' 7 HA " 5 4'-0 1/2" 9'-2" 02 HE DW 6'-2 1/2" " 4 - ' 3 3'-4" 3'-8" " 2 / 1 2 - ' 3 1 7'-3" 3 1/2" " 9 - ' 7 1 " 2 / 1 3 - ' 2 " 2 / 1 1 1 - ' 5 " 2 / 1 3 " 2 / 1 2 - ' 1 1 " 2 / 1 3 3'-1" 3 1/2" . . C U e n W i 03 01 A3.5 07 3 1/2" 6'-8" 5 1/2" 15'-3 1/2" " 2 / 1 0 - ' 1 1 01 HF HF A5.1 04 HG 01 A5.1 6'-3 7/8" 6'-2" 12'-3" 6'-4 5/8" 5'-11" 5'-11" 4" F.V. 14'-4" 3 1/2" F.V. 5'-7" F.V. 3 1/2" 10'-9" F.V. 11'-0" F.V. 5" F.V. 43'-0" F.V. No. Description Date 3210 BRYKER DR AUSTIN, TEXAS 78703 www.cottageandkey.com ENLARGED PLAN Project number Date Scale 26-001 2/16/26 3/16" = 1'-0" " 2 / 1 3 - ' 5 1 " 2 / 1 0 - ' 9 1 " 2 / 1 8 - ' 9 4 01 A6.1 " 2 / 1 3 - ' 3 " 1 - ' 5 " 2 / 1 3 - ' 3 " 2 / 1 8 - ' 3 02 A5.1 A3.2 " 1 1 - ' 9 " 3 - ' 6 1 A5.2 02 " 2 - ' 6 2 01 A3.7 " 4 / 1 0 1 - ' 5 G08 " 1 1 - ' 2 " 8 - ' 3 " 2 / 1 9 - ' 7 " 2 / 1 3 A5.2 03 DW 30'-0 7/8" 30'-0 7/8" " 4 / 1 6 - ' 1 " 7 - ' 1 1 G06 5 1/2" " 2 / 1 5 5" 3'-7 1/8" 3 1/2" 11'-11 1/8" 3 1/2" 3'-1 7/8" 3 1/2" 9'-8 1/4" 5" G05 2'-10" 3'-4 1/4" " 8 - ' 1 WH G04 3'-1 7/8" " 4 / 1 5 - ' 0 1 3'-7 1/8" G01 15'-8" G03 9'-11 3/4" 3'-1" 6'-7 1/4" 2'-1 3/4" 11'-6 5/8" 11'-2 3/8" 5'-3 5/8" 01 30'-2 3/8" A5.2 No. Description Date 3210 BRYKER DR AUSTIN, TEXAS 78703 www.cottageandkey.com ENLARGED PLAN Project number Date Scale 26-001 2/16/26 1/4" = 1'-0" " 4 / 3 0 - ' 7 " 2 / 1 0 - ' 6 " 4 / 1 1 - ' 2 1 04 A5.2 A3.3 " 0 - ' 1 / " 3 " 0 - ' 1 / " 3 " 0 - ' 1 / " 3 " 0 - ' 1 / " 3 5" / 1'-0" 5" / 1'-0" 3210 BRYKER DR AUSTIN, TEXAS 78703 www.cottageandkey.com No. Description Date ROOF PLAN 26-001 Project number 2/16/26 Date Scale 1/8" = 1'-0" A4.1 Level 3 9'-0" Level 1 0" 04 WEST ELEVATION - HOUSE 1/8" = 1'-0" Level 3 9'-0" Level 1 0" 03 NORTH ELEVATION - HOUSE 1/8" = 1'-0" Level 3 9'-0" Level 1 0" 02 EAST ELEVATION - HOUSE 1/8" = 1'-0" Level 3 9'-0" Level 1 0" 01 SOUTH ELEVATION - HOUSE 1/8" = 1'-0" No. Description Date 3210 BRYKER DR AUSTIN, TEXAS 78703 www.cottageandkey.com EXTERIOR ELEVATIONS Project number Date Scale A5.1 26-001 2/16/26 1/8" = 1'-0" Level 2 8'-0" Level 1 0" 04 EAST ELEVATION 1/4" = 1'-0" Level 2 8'-0" Level 1 0" 03 NORTH ELEVATION 1/4" = 1'-0" Level 2 8'-0" Level 1 0" 02 WEST ELEVATION 1/4" = 1'-0" Level 2 8'-0" Level 1 0" 01 SOUTH ELEVATION 1/4" = 1'-0" No. Description Date 3210 BRYKER DR AUSTIN, TEXAS 78703 www.cottageandkey.com EXTERIOR ELEVATIONS Project number Date Scale A5.2 26-001 2/16/26 1/4" = 1'-0" 01 A6.1 02 A6.1 " 0 - ' 7 " 0 - ' 4 " 0 - ' 3 02 BUILDING SECTION 1/4" = 1'-0" 01 BUILDING SECTION 1/4" = 1'-0" Level 3 9'-0" Level 1 0" Level 3 9'-0" Level 1 0" 1 . 6 A 1 0 0 - 6 2 6 2 / 6 1 / 2 r e b m u n t c e o r j P e t a D " 0 - ' 1 = " 4 / 1 l e a c S I S N O T C E S G N D L I U B I e t a D n o i t p i r c s e D . o N m o c . y e k d n a e g a t t o c . w w w 3 0 7 8 7 S A X E T , I N T S U A R D R E K Y R B 0 1 2 3 DW . C U . e n W i DW DW · · · · · DW . C U . e n W i EXISTING CONCRETE POST. DO NOT DEMO, TYP. REPLACE INTERIOR BEAMS. SEE FOUNDATION PLAN SHEET S1.1 PERIMETER BEAMS TO BE REMOVED G.C. TO VERIFY EXISTING SLAB THICKNESS. SLAB SHALL BE 4" THICK MIN. WITH 10" X 18" MINIMUM PERIMETER BEAMS. CONTACT THIS ENGINEER IMMEDIATELY THIS IS NOT THE CASE. PERIMETER BEAMS TO BE REMOVED DETACHED GARAGE HOUSE G.C. TO VERIFY EXISTING SLAB THICKNESS. SLAB SHALL BE 4" THICK MIN. WITH 10" X 18" MINIMUM PERIMETER BEAMS. CONTACT THIS ENGINEER IMMEDIATELY THIS IS NOT THE CASE. MAIN HOUSE EXISTING FLOOR JOISTS. G.C. TO VERIFY LAYOUT. CONTACT THIS ENGINEER IMMEDIATELY IF JOIST DIRECTIONS DIFFER. ATE OF TS T E XA S JOSE DE JESUS MARTINEZ 93661 P R CLI OF SEN ESS NAL IO R D EE E IN G N E . I I I I I I I S N O T U L O S G N R E E N G N E L A R U T C U R T S F O N O S S M R E P N E T T R W T U O H T W D E C U D O R P E R R O D E S U E B T O N Y A M D N A S N O T U L O S G N R E E N G N E L A R U T C U R T S F O Y T R E P O R P E V S U L C X E E H T S I I I I I EXISTING FOUNDATION PLAN SCALE: 1/4"=1'-0" THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSE DE JESUS MARTINEZ, P.E. 93661 ON FEBRUARY 13, 2026 FIRM REGISTRATION No. 14176 G N I W . A R D S H T I S S K K R R A A M M E E R R I I S N O T U L O S G N R E E N G N E L A R U T C U R T S I . . . . . . 1 2 3 4 5 7 8 0 5 7 X T , E T A F E N A L Y R O K C H 9 1 7 I 0 2 5 6 . 7 1 4 . 4 1 2 4 : K C O L B 3 2 T O L F O T F 5 4 S & 2 2 T O L F O T F 5 1 N : T O L C L L S E M O H Y E K E G A T T O C E S D O O W R E K Y R B I N G S E D L E D O M E R : N A L P X T , I N T S U A - I E V R D R E K Y R B 0 1 2 3 JOB#: 93606.1 DRAWN BY: JM CHECKED BY: JM 1/8"=1' (11X17) 1/4"=1' (22X34) U.N.O. 02/13/2026 S1.0 1ST FLOOR FRAMING NOTES: ALL HANGERS SHALL BE NAILED PER MANUFACTURERS NEW FLOOR JOISTS SHALL BE 2X8 No. 2 SYP @ 16" O.C., UNO. PROVIDE HANGERS FOR ALL JOISTS WHERE 3 1/2" BEARING CANNOT BE ALL SAWN LUMBER SHALL BE #2 SYP, U.N.O. COORDINATE DIMENSIONS WITH ARCHITECTURAL, MECHANICAL AND 1. 2. NEW FLOOR GIRDERS SHALL BE (3) 2X6 No. 2 SYP, UNO. 2. ACHEIVED AND WHERE JOISTS HAVE CLEAR SPANS OVER 4'-0". REFER TO HANGER SCHEDULE FOR APPROVED HANGERS. 3. RECOMMENDATIONS. 4. 5. ELECTRICAL DRAWINGS FOR ALL INSERTS, DROPS AND OPENINGS. 6. 7. WALLS AND BLOCKING BENEATH ALL PERPENDICULAR NON-LOADBEARING WALLS. 8. UNLESS NOTED OTHERWISE, PROVIDE TRIPLE JOISTS BENEATH ALL PARALLEL LOADBEARING WALLS AND DOUBLE JOISTS WITH BLOCKING BENEATH ALL PERPENDICULAR LOADBEARING WALLS. 9. THAT OF BEAM LAMINATIONS, U.N.O. PROVIDE ADEQUATE SHORING, AS REQUIRED. PROVIDE DOUBLE JOISTS BENEATH ALL PARALLEL NON-LOADBEARING BEAMS SHOWN SHALL BE SUPPORTED BY NUMBER OF STUDS MATCHING SCOPE OF REMEDIAL FOUNDATION DESIGN/ANALYSIS IS LIMITED TO EXISTING FLOOR JOISTS NOT SHOWN FOR CLARITY. LOCATION OF EXISTING GIRDERS AND PIERS/SUPPORTS (IF SHOWN) NOTES: 1. 2. ARE APPROXIMATE, FIELD VERIFY. IF DIMENSIONS OF EXISTING GIRDER LINES ARE GREATER THAN 6" NOTIFIY THIS ENGINEER IMMEDIATELY. 3. THE NEW BEAMS/JOISTS/SUPPORTS AS SHOWN ON THIS PLAN (IF APPLICABLE). EXISTING FOUNDATION CONCRETE PORTIONS ARE BY OTHERS. IT IS RECOMMENDED THAT THE EXISTING CONCRETE PORTIONS BE EVALUATED TO DETERMINE PROPER SUPPORT OF ADDITIONAL LOADING DUE TO RENOVATION. 4. MEMBERS OF SAME SIZE IF THEY DO NOT MEET CODE MINIMUM DUE TO DAMAGE (e.g. TERMITES, WOOD ROT, OVER NOTCHING, ETC.). ALL EXISTING WOOD FLOOR MEMBERS SHALL BE REPLACED WITH NEW DIMENSION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF DIMENSIONS SHOWN DO NOT MATCH ARCHITECTURAL PLAN DIMENSIONS, ARCHITECTURAL PLANS SHALL GOVERN. NOTIFY THIS ENGINEER IMMEDIATELY IF DIMENSIONS ARE FOUND TO BE INCORRECT. GRADING NOTES: 1. PROVIDE GRADING SLOPE AWAY FROM EXISTING AND NEW FOUNDATION ADDITION. INSTALL AREA OR FRENCH DRAINS WHERE NECESSARY TO REMOVE POTENTIAL FOR PONDING OF RUNOFF NEXT TO FOUNDATION. 2. PROVIDE CRAWLSPACE VENTILATION PER 2021 IRC PROVIDE CRAWLSPACE ACCESS PER 2021 IRC PROVIDE STANDOFF BASE FOR ALL WOOD COLUMNS PROVIDE SQUASH BLOCKS BENEATH NEW HEADER BEAM SUPPORTS, TYP. FOUNDATION DESIGN NOTE: A GEOTECHNICAL REPORT FOR THIS SITE WAS NOT PROVIDED FOR REVIEW. THUS, ALL FOUNDATION RELATED DESIGN IS BASED ON TYPICAL SOIL CHARACTERISTICS FOUND IN THE AREA. THE SOIL IN THIS AREA IS KNOWN FOR HIGH SHRINK/SWELL POTENTIAL DEPENDING ON MOISTURE CONTENT. AS SUCH, THE OWNER AND GENERAL CONTRACTOR ARE AWARE, AND UNDERSTAND, THAT ALL EXISTING AND NEW FOUNDATION(S) SHOWN ON THIS PLAN HAVE THE POTENTIAL TO MOVE DIFFERENTIALLY AND MAY RESULT IN UNFAVORABLE UNEVEN FLOOR ELEVATIONS, SHEETROCK CRACKS, STICKING DOORS/WINDOWS, ETC. 7'-6" 7'-0" 7'-0" 7'-0" 7'-0" 7'-6" ALIGN WOOD WALL WITH GRADE BEAM EXT. GIRDER. BEAR ON P.T. 2X6 PLATE, OR 1/2" THICK STEEL PLATE. SIMPSON CS18 COIL STRAPPING WRAPPED AROUND FOOTING REBAR. ATTACH TO GIRDER FINISH FLOOR ELEVATION FLOOR JOIST. SEE PLAN. " 8 1 12"X12" CONC PEDESTAL (1) #4 BARS CONT. THRU FOOTING & PEDESTAL. EMBED 10" INTO FOOTING, TYP. B1 B1 2 0 . 1 S B1 B1 B1 B1 FOOTING SHALL BE FOUNDED 12", MIN. INTO PROPERLY COMPACTED NATIVE SOIL. 24" X 24" (3) #4 BARS EACH WAY, ALL SIDES. 2 B 4 B 4 B 1 S1.0 4 B 3'-5" 4'-11" 2'-6" 1'-7" 9" 2 B B3 B3 B3 B1 B1 B1 L B D L B D 2'-11" 1 S1.0 B1 B1 B1 B1 B1 L B D L B D 3 S1.0 B1 B1 B1 L B D L B D B1 B1 B1 3'-9" L B D L B D SECTION 1 Scale: NTS PROVIDE 18", MIN. CLEARANCE BENEATH FLOOR JOISTS & 12", MIN. CLEARANCE BENEATH FLOOR GIRDERS, TYP. NEW FLOOR JOISTS DETACHED GARAGE HOUSE FINISH FLOOR ELEVATION FLOOR JOIST SEE SECTION 1 FOR INFO B1 SECTION 2 Scale: NTS 1'-6" X 2'-0" X 2'-0" CONCRETE FOOTING WITH 12" X 12" CONC PEDESTAL, TYP. SEE SECTION 1. FOUNDATION PLAN SCALE: 1/4"=1'-0" 12'-5" 8'-2" GIRDER MAIN HOUSE EXISTING FOOTING TO REMAIN, TYP. BEAM LEGEND B1 = (2) 1.75" X 5.5" 2.0E LVL B2 = (3) 2X6 (PRESSURE TREATED) B3 = (3) 1.75" X 5.5" 2.0E LVL B4 = (4) 1.75" X 5.5" 2.0E LVL SECTION 3 Scale: NTS THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSE DE JESUS MARTINEZ, P.E. 93661 ON FEBRUARY 13, 2026 FIRM REGISTRATION No. 14176 G N I W . A R D S H T I . I I I I I I I S N O T U L O S G N R E E N G N E L A R U T C U R T S F O N O S S M R E P N E T T R W T U O H T W D E C U D O R P E R R O D E S U E B T O N Y A M D N A S N O T U L O S G N R E E N G N E L A R U T C U R T S F O Y T R E P O R P E V S U L C X E E H T S I I I I I ATE OF TS T E XA S JOSE DE JESUS MARTINEZ 93661 P R CLI OF SEN ESS NAL IO R D EE E IN G N E S S K K R R A A M M E E R R I I S N O T U L O S G N R E E N G N E L A R U T C U R T S I . . . . . . 1 2 3 4 5 7 8 0 5 7 X T , E T A F E N A L Y R O K C H 9 1 7 I 0 2 5 6 . 7 1 4 . 4 1 2 4 : K C O L B 3 2 T O L F O T F 5 4 S & 2 2 T O L F O T F 5 1 N : T O L C L L S E M O H Y E K E G A T T O C E S D O O W R E K Y R B I N G S E D L E D O M E R : N A L P X T , I N T S U A - I E V R D R E K Y R B 0 1 2 3 JOB#: 93606.1 DRAWN BY: JM CHECKED BY: JM 1/8"=1' (11X17) 1/4"=1' (22X34) U.N.O. 02/13/2026 S1.1 Mark Type Thickness Finish Frame Material Description Comments Frame Type Door Schedule 01 02 03 04 05 07 08 09 10 11 12 13 14 G01 G03 G04 G05 G06 G07 G08 36" x 80" 36" x 80" 32" x 80" 32" x 80" 32" x 80" 32" x 80" GLASS SHOWER DOOR 32" x 80" 64" x 80" 32" x 80" 36" x 80" 32" x 80" GLASS SHOWER DOOR 32" x 80" PAIR 36" x 80" 32" x 80" 34" x 80" 32" x 80" GLASS SHOWER DOOR 36" x 80" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1/2" 1 3/4" 1 3/8" 1 3/4" 1 3/8" 1 3/4" 1/2" 1 3/4" 1 3/4" 1 3/4" 1 3/8" 1 3/4" 1/2" 1 3/8" 1 Wide Swinging Patio Door ALL GLASS SHALL BE TEMPERED ALL GLASS SHALL BE TEMPERED 2 Wide Swinging Patio Door ALL GLASS SHALL BE TEMPERED E L U D E H C S R O O D e t a D n o i t p i r c s e D . o N 1 . 8 A 1 0 0 - 6 2 6 2 / 6 1 / 2 r e b m u n t c e o r j P e t a D l e a c S m o c . y e k d n a e g a t t o c . w w w 3 0 7 8 7 S A X E T , I N T S U A R D R E K Y R B 0 1 2 3 Width Height Description Comments Window Schedule 3'-0" 3'-0" 3'-0" 6'-0" 6'-0" 6'-0" 7'-0" 5'-0" 8'-0" 4'-8" 4'-8" 8'-0" 1'-6" 2'-10 1/4" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 1'-2" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 2'-3" 1'-3 1/2" Kolbe Ultra Series 1-Wide Casement Kolbe Ultra Series 1-Wide Casement Kolbe Ultra Series 1-Wide Casement Kolbe Ultra Series 2-Wide Casement Kolbe Ultra Series 2-Wide Casement Kolbe Ultra Series 2-Wide Casement Kolbe Ultra Series 3-Wide Casement Kolbe Ultra Series 4-Wide Casement Kolbe Ultra Series 2-Wide Casement Kolbe Ultra Series 2-Wide Casement Kolbe Ultra Series 3-Wide Casement Kolbe Ultra Series Inswing Rectangular Direct Set Transom Type Mark HA HA HA HB HB HB HC HD HE HF HF HG HH HK E L U D E H C S W O D N W I e t a D n o i t p i r c s e D . o N 2 . 8 A 1 0 0 - 6 2 6 2 / 6 1 / 2 r e b m u n t c e o r j P e t a D l e a c S m o c . y e k d n a e g a t t o c . w w w 3 0 7 8 7 S A X E T , I N T S U A R D R E K Y R B 0 1 2 3