A.2.1 - 3703 Meadowbank Dr - plans — original pdf

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A u s t i n , T e x a s VICINITY MAP ABBREVIATIONS AD ADJ AFF APPROX BLDG BOB CB CJ CL CAB CLG CLKG CLO CNTR COL CONC CONSTR CONT CRPT CTR CTSK D DF DO DS DEPT DET DIA DIM DN DR DTL DW DWG DWR EG EXG EJ ELEV EQ EQUIP EXP EXT FA FD FF FFE FOC FOF FOS FDN FIN FLR FRZ FT FTG FURR GB GC GA GALV GL GND GR GWB HB HC HM HDW HDWD HDWR HNDCP HORIZ HR HT ID IN INSUL INT JST JT KIT LIN LB LAB LAM LAV LKR LT LTWT MC MO MECH AREA DRAIN ADJUSTABLE ABOVE FINISH FLOOR APPROXIMATE BUILDING BOTTOM OF BEAM CATCH BASIN CEILING JOIST CENTERLINE CABINET CEILING CAULKING CLOSET COUNTER COLUMN CONCRETE CONSTRUCTION CONTINUOUS CARPET CENTER OR COUNTER COUNTERSUNK DIAMETER DOUGLASS FIR DOOR OPENING DOWNSPOUT DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DOOR DETAIL DISHWASHER DRAWING DRAWER EXISTING GRADE EXISTING EXPANSION ELEVATION EQUAL EQUIPMENT EXPOSED EXTERIOR FIRE ALARM FLOOR DRAIN FINISH FACE FINISH FLOOR ELEVATION FACE OF CONCRETE FACE OF FINISH FACE OF STUCCO FOUNDATION FINISH FLOOR FREEZER FOOT OR FEET FOOTING FURRING GRAB BAR GENERAL CONTRACTOR GAUGE GALVANIZED GLASS OR GLAZING GROUND GRADE GYPSUM WALL BOARD HOSE BIBB HANDICAP HOLLOW METAL HARDWARE HARDWOOD HARDWARE HANDICAP HORIZONTAL HOUR HEIGHT INTERIOR DESIGNER INCHES INSULATION INTERIOR JOIST JOINT KITCHEN LINEN CLOSET LEADER BOX LABORATORY LAMINATED LAVATORY LOCKER LIGHT LIGHTWEIGHT MEDICINE CABINET MASONRY OPENING MECHANICAL MFCTR MIN MIR MISC MTD MTL MUL N NIC NTS NOM O OC OD O/M OBS OPNG P TILE PL PLAM PW PLAS PW PRCST QB R RD RO R/F RR RAD REC REF REINF REQ'D REV RGTR RM S S TILE SC SD SS S.SK SCHED SEC SH SHWR SIM SPEC STD STL STOR STRUCT SYM T&G T TB TC TO TOB TOC TOD TOW TP TPD TRS TV TOW TEL TEMP TER THK TYP UNO UNF UR VERT VEST VIF VWB VWBD VWE VWID VWLA VWLD VWME VWO W WC WI WP W/ or W W/O WD WSCT WT N MANUFACTURER MINIMUM MIRROR MISCELLANEOUS MOUNTED METAL MULLION NORTH NOT IN CONTRACT NOT TO SCALE NOMINAL OVEN ON CENTER OUTSIDE DIAMETER/DIMENSION OVEN & MICROWAVE OBSCURE OPENING PORCELAIN TILE PLATE PLASTIC LAMINATE PLYWOOD PLASTER PLYWOOD PRE-CAST QUARRY BLOCK RISER OR RADIUS ROOF DRAIN ROUGH OPENING REFRIGERATOR - FREEZER ROOF RAFTER RADIUS RECOMMENDATION REFERENCE OR REFRIGERATOR REINFORCED REQUIRED REVISION REGISTER ROOM SOUTH STONE TILE SOLID CORE SOAP DISPENSER STAINLESS STEEL SERVICE SINK SCHEDULE SECTION SHELF SHOWER SIMILAR SPECIFICATION STANDARD STEEL STORAGE STRUCTURAL SYMMETRICAL TONGUE AND GROOVE TREAD TOWEL BAR TOP OF CURB TOP OF TOP OF BEAM TOP OF CONCETE TOP OF DOOR TOP OF WALL TOP OF PAVEMENT TOILET PAPER DISPENSER TRUSS TELEVISION TOP OF WALL TELEPHONE TEMPERED TERRAZO THICK OR THICKNESS TYPICAL UNLESS NOTES OTHERWISE UNFINISHED URNINAL VERTICAL VESTIBULE VERIFY IN FIELD VERIFY WITH BUILDER VERIFY WITH BUILDING DESIGNER VERIFY WITH STRUCTURAL ENGINEER VERIFY WITH INTERIOR DESIGNER VERIFY WITH LANDSCAPE DESIGNER VERIFY WITH LIGHTING DESIGNER VERIFY WITH MECHANICAL ENGINEER VERIFY WITH OWNER WEST OR WIDTH WATER CLOSET WROUGHT IRON WATERPROOF WITH WITHOUT WD WAINSCOT WEIGHT PROJECT LEGEND EXISTING FRAMING WALL NEW FRAMING WALL EXISTING 5.5" MASONRY NEW 5.5" MASONRY PROJECT SYMBOLS ELEVATION X-X X SECTION INTERIOR ELEVATION REVISION NUMBER X X-X X X PROJECT DATA PROJECT ADDRESS 3703 MEADOWBANK DR AUSTIN, TX 78703 COUNTY TRAVIS ZONING SF-3 VISITABILITY N/A - REMODEL McMANSION (DIAGRAMS ON A-1.1) YES IMPERVIOUS COVER 45% - SEE A-2.1 FOR CALCULATIONS BUILDING COVERAGE 40% - SEE A-2.1 FOR CALCULATIONS FIRE SUPPRESSION A FULL RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED AND MUST BE DESIGNED, INSTALLED, AND TESTED IN ACCORDANCE WITH THE 2016 NFPA 13D OR THE 2015 IRC P2904 STANDARDS IS REQUIRED. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED, AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. PROJECT DIRECTORY OWNER ANNA & WILL HARDEMAN 3703 MEADOWBANK DRIVE AUSTIN, TEXAS 78703 SURVEYOR WATERLOO SURVEYORS INC. P.O. BOX 160176 AUSTIN, TX 78716 P: (512) 481-9602 GENERAL CONTRACTOR FORD STREI BUILDERS 8810 BUSINESS PARK DR #300 AUSTIN, TX 78759 P: (512) 433-6875 STRUCTURAL WAY CONSULTING ENGINEERS INC 11615 ANGUS RD # 119 AUSTIN, TX 78759 P: (512) 343-0766 GEOTECHNICAL T.B.D. INTERIORS MARK ASHBY DESIGN 1605 WEST AVE. AUSTIN, TX 78701 P: (512) 524-1220 LIGHTING DESIGNER FOUR POINTS LIGHTING DESIGN 13018 HUNTERS CHASE DRIVE AUSTIN, TX 78729 P: (512) 632-6446 AUDIO / VISUAL T.B.D. C o n c e p t u a l F r o n t E l e v a t i o n INDEX OF DRAWINGS ARCHITECTURAL REVISIONS X REVISION DESCRIPTION A-1.0 A-1.1 A-1.2 A-1.3 A-1.4 A-1.5 A-1.6 A-2.1 A-2.2 A-2.3 A-2.4 A-2.5 A-2.6 A-2.7 A-2.8 A-3.1 A-3.2 A-3.3 A-3.4 A-3.5 A-4.1 A-4.2 A-4.3 A-4.4 A-5.1 A-5.2 A-5.3 A-6.1 A-7.1 A-7.2 COVER SHEET SITE PLAN, TREES, & McMANSION GENERAL NOTES PRODUCT SPECS EXISTING FLOOR PLANS EXISTING ELEVATIONS EXISTING POOL CABANA & PHOTOS FIRST FLOOR PLAN SECOND FLOOR PLAN ATTIC PLAN FIRST FLOOR DIMENSION PLAN SECOND FLOOR DIMENSION PLAN FIRST FLOOR RCP SECOND FLOOR RCP ROOF PLAN ELEVATIONS ELEVATIONS SECTIONS SECTIONS & POOL CABANA EXTERIOR STAIR INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS WALL SECTIONS DETAILS DETAILS WINDOW & DOOR SCHEDULES FIRST FLOOR POWER PLAN SECOND FLOOR POWER PLAN Copyright 2021, JOHN WEST STODDARD, INC. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by John West Stoddard, Inc. Ownership of the design, plans and specifications is solely with John West Stoddard, Inc. PERMIT SET A-1.0 4 3 7 8 7 s a x e T , y a w e k a L m o c . d r a d d o t s w j : w 1 7 2 4 . 7 8 9 . 2 1 5 : p 04/01/2021 0 1 . 9 1 0 2 : r e b m u N t c e o r P j 3 0 7 8 7 X T , n i t s u A , r D k n a b w o d a e M 3 0 7 3 D C : s u t t a S t c e o r P j . . D B T . : e t a D e u s s I l e d o m e R k n a b w o d a e M DRAWN BY: CHECKED BY: JWS JWS 04/01/2021 DATE: PERMIT: REVISED: REVISED: REVISED: C O V E R T A Y L O R S D R I V E 515 P R O P E R T Y L I N E 515 519 515 525 532 SIDE WALL ARTICULATION NOT REQUIRED AT THIS SIDE - 13'-0" FROM PROPERTY LINE 533 5' SIDE YARD BUILDING LINE PROPERTY LINE 534.8 25' FRONT YARD BUILDING LINE 530 531 13' - 8" 4 0 ' - 0 " ZONE D HIGH POINT 533.8 OUTDOOR LIVING 4 0 ' - 0 " S 1 S 1 6 2 8 1 1 8 1 - C 4 M C W I SINGLE STORY GARAGE 5' SIDE YARD BUILDING LINE PROPERTY LINE TWO STORY SIDE WALL ARTICULATION 533.8 10' - 7" SINGLE STORY PORTION TWO STORY PORTION 4' - 2" DN ZONE C HIGH POINT 534.8 " 0 - ' 2 1 " 3 - ' 6 1 534.8 EXISTING RESIDENCE 4 0 ' - 0 " 13' - 0" ZONE B HIGH POINT 539 4 0 ' - 0 " 539 539.8 ZONE A HIGH POINT 539.8 540 E R I V K D N A O W B D A E M R 2 0' - 0 " R 1 0 ' - 0 " R 5' - 0" D D D 749 D TREE 749 - 20" OAK FULL CRZ = 1,256 SF IMPACTED AREAS 1/4 CRZ = 5 SF (EXISTING FENCE) 1/2 CRZ = 8 SF (EXISTING FENCE) FULL CRZ = 50 SF TOTAL= 63 SF = 5% T A Y L O R S D R I V E D D 802 " 6 - 0 ' R 1 D R 21' - 0" 1 0 1 / 2 " D - R 7 ' D EXISTING DRIVEWAY TO REMAIN " 9 4' - R D D 753 D 754 756 D 755 D - 6 " R 9 ' D R 1 9' - 0 " EXISTING DRIVEWAY TO REMAIN D TREE 756 - 19" ELM FULL CRZ = 1,134 SF IMPACTED AREAS 1/4 CRZ = 0 SF 1/2 CRZ = 24 SF (EXISTING FENCE) FULL CRZ = 300 SF TOTAL= 324 SF = 28.5% 746 768 D 767 R 15' - 9" D D R 3 1' - 6 " 515 795 TREE 802 - 21" ELM FULL CRZ = 1,385 SF IMPACTED AREAS 1/4 CRZ = 4 SF (EXISTING FENCE) 1/2 CRZ = 47 SF (EXISTING FENCE & ROAD) FULL CRZ = 420 SF TOTAL= 471 SF = 34% TREE 768 - 31.5" LIVE OAK FULL CRZ = 3,117 SF IMPACTED AREAS 1/4 CRZ = 0 SF 1/2 CRZ = 30 SF (EXISTING FENCE & DRIVEWAY) FULL CRZ = 852 SF TOTAL= 882 SF = 28% E X I S T O R T I N E M G C A I N U R B C U T 515 749 520 746 520 756 12' - 0" 753 754 755 T A Y L O R S D R I V E P R O P E R T Y L I N E 802 EXISTING EDGE OF DRIVEWAY TO REMAIN 515 745 742 741 735 525 R 1 0' - 0 " 525 REMOVE EXISTING PORTION OF DRIVEWAY 768 767 EXISTING EDGE OF DRIVEWAY TO REMAIN 520 525 LOT 2 EXISTING DRIVEWAY TO REMAIN 530 S T 530 D 734 EXISTING PATIO TO BE RESURFACED WITH NEW TILE EXISTING POOL TO BE RESURFACED WITH NEW TILE G 520 525 795 F 530 EXISTING GAS 515 SITE LEGEND EXISTING POOL EXISTING SINGLE STORY POOL CABANA REMAIN TREE 734 - 22" LIVE OAK FULL CRZ = 1,520 SF IMPACTED AREAS 1/4 CRZ = 4 SF (EXISTING FENCE) 1/2 CRZ = 30 SF(EXISTING FENCE & DRIVE) FULL CRZ = 410 SF TOTAL= 444 SF = 29% EXISTING POOL EXISTING POOL CABANA EXISTING POOL CABANA TO RECEIVE NEW INTERIOR FINISHES SHOWN WHITE 04/01/2021 F F F F F F F F F EXISTING FENCE TO REMAIN EXISTING DRIVEWAY TO REMAIN D 734 D D R 5' - 6" 0 " - R 1 1 ' R 22' - 0" EXISTING FENCE TO REMAIN NEW 6' TALL STUCCO FENCE UP TO THIS POINT 745 742 741 735 683 686 687 R 4' - 1 D 0 1/2 " R 9' - 9" D R 1 9' - 6 " 712 D H D 713 D D H H H H P P S 1 S 1 6 2 8 1 1 8 1 - C 4 M C W I EXISTING AC TO REMAIN R 8 ' - 0" R 16' - 0" R 3 2' - 0" EXISTING POOL & AC TO REMAIN EXISTING RESIDENCE RELEASED PORTIONS OF EASEMENT SHOWN WITH CROSS HATCH (3097/1569) (3097/1575) b c 5' SIDE YARD BUILDING LINE NEW EXTERIOR STAIR PROPERTY LINE NEW 6' TALL STUCCO FENCE TO MATCH EXISTING 683 686 687 NEW ADDITION SHOW GRAY OUTDOOR LIVING NEW LAWN H 713 712 S 1 S 1 6 2 8 1 1 8 1 - C 4 M C W I H H H E H P P EXISTING RESIDENCE TO BE REMODELED SHOWN WHITE F.F.E. = 534.8' (EXISTING MAIN LVL) F.F.E. = 531.7' (EXISTING GARAGE LVL) NEW ADDITION SHOW GRAY RELEASED PORTIONS OF EASEMENT SHOWN WITH CROSS HATCH (3097/1569) (3097/1575) EXISTING AC MECH YARD TO REMAIN EXISTING POOL EQUIPMENT TO REMAIN RELEASED PORTION OF 20' SANITARY SEWER EASEMENT SHOWN WITH CROSS HATCH (3097/1569) (3097/1575) 5' SIDE YARD BUILDING LINE PROPERTY LINE TREE 713 - 32" LIVE OAK FULL CRZ = 3,217 SF IMPACTED AREAS 1/4 CRZ = 32 SF (EXISTING AC & FENCE) 1/2 CRZ = 140 SF FULL CRZ = 955 SF TOTAL= 1,127 SF = 35% TREE 712 - 19.5" LIVE OAK FULL CRZ = 1,194 SF IMPACTED AREAS 1/4 CRZ = 0 SF 1/2 CRZ = 18 SF (EXISTING P. CABANA) FULL CRZ = 191 SF TOTAL= 209 SF = 17% ALL EXISTING HARDSCAPE AT SIDE YARD TO BE DEMO'D NEW LAWN 535 EXISTING CIRCULAR DRIVE TO BE REDUCED IN OVERALL SIZE FOR IMPERVIOUS COVER REDUCTION 642 643 645 646 NEW FRONT PORCH SHOWN WITH HATCH NEW ADDITION SHOW GRAY ALL EXISTING HARDSCAPE AT SIDE YARD TO BE DEMO'D NEW PLANTERS 540 NEW STONE PATH LOT 4 535 NEW LAWN 537 535 533 3' - 0" NEW PLANTERS 25' FRONT YARD BUILDING LINE 12' - 6" 12' - 6" " 0 - ' 4 1 EXISTING PORTION OF DRIVEWAY TO REMAIN F F 532 E EXISTING ELECTRIC AND WATER 527 531 T R E P O R P E Y L I N W 535 EXISTING DRIVEWAY & CURB CUT TO REMAIN E R I V K D N A O W B D A E M NOTE: SEE LANDSCAPE ARCHITECT FOR POOL, POOL TERRACE, PLANTERS, STEPS, OUTDOOR SHOWER, FENCING, AND ALL SITE DRAINAGE. NOTE: REFER TO TREE PLAN FOR ALL PROTECTED TREES NOTE: LOTS 2 & 4 ARE TO BE JOINED WITH A UNIFIED DEVELOPMENT AGREEMENT. 582 586 579 540 EXISTING ELECTRIC AND WATER 579 E Y L I N T R E P O R P 535 642 643 645 646 NEW LAWN NEW PLANTER NEW LAWN NEW PLANTER NEW STONE PATH NEW PLANTER NEW PLANTER 540 537 535 533 532 EXISTING PORTION OF DRIVEWAY TO REMAIN F F 527 531 T R E P O R P E Y L I N 582 586 NEW 6' TALL STUCCO FENCE UP TO THIS POINT E R I V K D N A O W B D A E M 1 McMANSION 1/16" = 1'-0" 2 PROTECTED TREES 1/16" = 1'-0" 3 SITE PLAN 1/16" = 1'-0" Copyright 2021, JOHN WEST STODDARD, INC. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by John West Stoddard, Inc. Ownership of the design, plans and specifications is solely with John West Stoddard, Inc. LEGAL DESCRIPTION LOTS 2, 4 & 5, BLOCK B, HERMAN BROWN ADDITION No. 2 SECTION 4, A SUBDIVISION IN TRAVIS COUNTY, TEXAS, ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN VOLUME 19, PAGE 36 OF THE PLAT RECORDS OF TRAVIS COUNTY, TEXAS. GENERAL NOTES - PLOT PLAN 1. THE BUILDER IS REQUIRED TO VERIFY ALL EXISTING UTILITIES, METES AND BOUNDS, BUILDING LINES, AND EASEMENTS SHOWN ON THE SURVEY. THIS IS TO BE VERIFIED PRIOR TO MAKING ANY IMPROVEMENTS. 2. ALL STAGING AREAS, PORTA-POTTYS, DUMPSTERS, SILT-FENCING, AND OTHER CONSTRUCTION-RELATED OBJECTS ARE TO BE LOCATED PER TRAVIS COUNTY REQUIREMENTS AS DICTATED BY THE BUILDING PERMIT. 3. A TRAVIS COUNTY APPROVED PERMIT SET OF DRAWINGS IS TO BE ON SITE AT ALL TIMES. 4. CAREFULLY PROTECT ALL TREES AND EXISTING VEGETATION ON THE PROPERTY THAT ARE TO REMAIN PER THE BUILDING PERMIT. VERIFY WITH OWNER FOR ANY TREES THAT WILL REMAIN. 5. THE BUILDER IS RESPONSIBLE FOR MAINTAINING AND CLEAN BUILDING SITE DURING CONSTRUCTION. 6. THE BUILDER IS RESPONSIBLE FOR KEEPING CONSTRUCTION NOISE TO REASONABLE LEVELS. CONSTRUCTION IS ONLY ALLOWED DURING TRAVIS COUNTY APPOVED TIMES. 7. FINISH FLOOR ELEVATIONS (F.F.E.) ARE SHOWN ON THE PLOT PLAN. THE NEW FINISH FLOOR ELEVATION SHALL BE A MINIMUM OF 1' ABOVE EXISTING GRADE AT THE FRONT OF THE HOUSE. 8. IT IS ASSUMED THAT THE LOCATIONS OF ALL UTILITIES NOT SHOWN ON THE PLOT PLAN WILL REMAIM IN THE SAME LOCATION UNLESS IT IS NOT POSSIBLE. VERIFY WITH OWNER. 9. THE BUILDER IS RESPONSIBLE FOR MAINTAINING CONISISTENT DRAINAGE AWAY FROM THE NEW HOUSE TO CODE. 10. THE FINAL LOCATION OF THE ADDITIONS SHALL BE STAKED ON SITE BY A SURVEYOR PER THE SITE PLAN. ALL PORTIONS OF THE HOUSE MUST BE LOCATED WITHIN THE BUILDABLE AREA ON THE PROPERTY AND NOT IN ANY SETBACKS OR EASEMENTS. CONSTRUCTION DUMPSTER CHEMICAL TOILET MATERIALS STAGING AREA TREE PROTECTION FENCE SILT FENCE CONSTRUCTION FENCE SF F GAS SEWER WATER TELEPHONE ELECTRICAL WASTE WATER D T S D G SS W T E WW HVAC EQUIPMENT H POOL EQUIPMENT P EXISTING HOUSE TO BE DEMO'D OVERHEAD POWER LINES CONSTRUCTION ACCESS ROUTE DEMO LINE TREES LO LIVE OAK MAGNOLIA MGN BRADFD. PEAR BFP MAP MAPLE RO RED OAK HAC HACKBERRY PCN PECAN TREE LEGEND TREE LIST l e d o m e R k n a b w o d a e M 527, MGN 14 10" 531, MGN 11" 532, MGN 7 7 6 5" 533, MGN 12 8" 535, MGN 19" 537, MGN 9 7" 540, MGN 13 12 8" 579, MGN 17 9" 582, MGN 17 12 9" 586, ELM 16" 642, MGN 10" 643, MGN 11" 645, MGN 11 7" 646, MGN 13" 683, BFP 12 11" 686, BFP 16" 687, BFP 17" 712, LO 14 11" 713, LO 32" 732, LO 18" 734, LO 22" 735, HAC 9" 741, LO 10" 742, ELM 8" 745, LO 18" 746, HAC 14" 749, LO 20" 753, RO 8" 754, RO 12" 755, RO 10" 756, ELM 19" 760, MAP 18" 768, LO 21 21" 795, PCN 17" 802, ELM 21" FULL CRZ 1/2" CRZ 1/4" CRZ PROTECTED PROTECTED PROTECTED PROTECTED PROTECTED PROTECTED PROTECTED TREE GRAPHICS 4 3 7 8 7 s a x e T , y a w e k a L m o c . d r a d d o t s w j : w 1 7 2 4 . 7 8 9 . 2 1 5 : p 0 1 . 9 1 0 2 : r e b m u N t c e o r P j 3 0 7 8 7 X T , n i t s u A , r D k n a b w o d a e M 3 0 7 3 D C : s u t t a S t c e o r P j . . D B T . : e t a D e u s s I DRAWN BY: CHECKED BY: JWS JWS 04/01/2021 DATE: PERMIT: REVISED: REVISED: REVISED: S I T E P L A N, T R E E S, & M c M A N S I O N A-1.1 1'-0" 4 1/2" 1'-0" 4 1/2" 1'-0" 4 1/2" 1'-0" 4 1/2" 1 EXISTING FRONT ELEVATION 3/16" = 1'-0" 2 EXISTING LEFT-SIDE ELEVATION 3/16" = 1'-0" 1'-0" 4 1/2" 1'-0" 4 1/2" 1'-0" 4 1/2" 1'-0" 4 1/2" SECOND LEVEL 10' - 6" MAIN LEVEL 0' - 0" " 5 - ' 9 2 532.80' FFE 532.85' AAG SECOND LEVEL 10' - 6" MAIN LEVEL 0' - 0" GARAGE LEVEL -3' - 5" 3 EXISTING REAR ELEVATION 3/16" = 1'-0" 4 EXISTING RIGHT-SIDE ELEVATION 3/16" = 1'-0" Copyright 2020, JOHN WEST STODDARD, INC. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by John West Stoddard, Inc. Ownership of the design, plans and specifications is solely with John West Stoddard, Inc. 4 3 7 8 7 s a x e T , y a w e k a L m o c . d r a d d o t s w j : w 1 7 2 4 . 7 8 9 . 2 1 5 : p 04/01/2021 0 1 . 9 1 0 2 : r e b m u N t c e o r P j 3 0 7 8 7 X T , n i t s u A , r D k n a b w o d a e M 3 0 7 3 D S : s u t a t S t c e o r P j / X X X X X X X X / : e t a D e u s s I l e d o m e R k n a b w o d a e M DRAWN BY: CHECKED BY: JWS JWS 04/01/2021 DATE: PERMIT: REVISED: REVISED: REVISED: E X I S T I N G E L E V A T I O N S A-1.5 SECOND LEVEL 10' - 6" MAIN LEVEL 0' - 0" GARAGE LEVEL -3' - 5" SECOND LEVEL 10' - 6" MAIN LEVEL 0' - 0" GARAGE LEVEL -3' - 5" EXISTING POOL A-1.6 3 5 A-1.6 EXISTING WC A-1.6 4 SINK EXISTING BAR EXISTING POOL CABANA EXISTING EXERCISE 2 A-1.6 1'-0" 1'-0" 5" 5" METAL ROOF 1'-0" 5" 1'-0" 5" METAL ROOF STUCCO STUCCO POOL CABANA -3' - 0" POOL CABANA -3' - 0" 2 EXISTING POOL CABANA FRONT 3/16" = 1'-0" 3 EXISTING POOL CABANA LEFT-SIDE 3/16" = 1'-0" 1'-0" 5" 1'-0" 5" METAL ROOF 1'-0" 5" 1'-0" 5" METAL ROOF STUCCO STUCCO POOL CABANA -3' - 0" POOL CABANA -3' - 0" 1 EXISTING POOL CABANA 3/16" = 1'-0" 4 EXISTING POOL CABANA REAR 3/16" = 1'-0" 5 EXISTING POOL CABANA RIGHT-SIDE 3/16" = 1'-0" EXISTING FRONT ELEVATION EXISTING REAR ELEVATION EXISTING POOL CABANA 6 EXISTING CONDITIONS PHOTOS 3/16" = 1'-0" Copyright 2021, JOHN WEST STODDARD, INC. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by John West Stoddard, Inc. Ownership of the design, plans and specifications is solely with John West Stoddard, Inc. 4 3 7 8 7 s a x e T , y a w e k a L m o c . d r a d d o t s w j : w 1 7 2 4 . 7 8 9 . 2 1 5 : p 04/01/2021 0 1 . 9 1 0 2 : r e b m u N t c e o r P j 3 0 7 8 7 X T , n i t s u A , r D k n a b w o d a e M 3 0 7 3 D C : s u t t a S t c e o r P j / X X X X X X X X / : e t a D e u s s I l e d o m e R k n a b w o d a e M DRAWN BY: CHECKED BY: JWS JWS 04/01/2021 DATE: PERMIT: REVISED: REVISED: REVISED: E X I S T I N G P O O L C A B A N A & P H O T O S A-1.6 2 " / 1 ' - 0 " " 0 - ' 1 / " 2 " 0 - ' 1 / " 2 2" / 1'-0" 2" / 1'-0" 1 3/4" / 1'-0" SL-1 SL-2 EXISTING PLATE TO REMAIN A-3.2 1 " 0 - ' 1 / " 2 H I P HIP " 0 - ' 1 / " 3 " 0 - ' 1 / " 3 3' - 0" 3' - 8" I I G N T S X E H C T A M " 0 - ' 1 / " 2 1 4 / 1' - 3" " 0 - ' 1 / " 2 1 4 / " 3 - ' 1 " 3 - ' 1 I N A M E R O T E T A L P G N T S X E I I I N A M E R O T E T A L P G N T S X E I I A-1.3 A-3.1 6 2 1 A-3.4 2" / 1'-0" 2" / 1'-0" 7" / 1'-0" 7" / 1'-0" EXISTING ROOF TO REMAIN AND RECEIVE NEW COMPOSITE SLATE ROOF AS SPEC'D " 0 - ' 1 / " 7 " 0 - ' 1 / " 7 3 A-3.4 A-3.4 4 6 A-3.4 2 A-3.3 1 A-3.3 " 0 - ' 1 / " 4 / 3 1 2 A-3.4 1 3/4" / 1'-0" ALIGN WITH EXISTING PLATE EXISTING PLATE TO REMAIN CUT AND SLOPED LIMESTONE CAP " 2 / 1 0 - ' 6 " 2 / 1 8 - ' 6 3' - 0" 3' - 8" " 0 - ' 1 / " 3 " 0 - ' 1 / " 3 3' - 0" 3' - 8" 3" / 1'-0" 3" / 1'-0" / " 2 1 0 - ' 6 / " 2 1 8 - ' 6 HIP FRAMING WALL SHOWN DASHED EXISTING ROOF TO REMAIN AND RECEIVE NEW COMPOSITE SLATE ROOFAS SPEC'D CUT AND SLOPED LIMESTONE CAP 3" / 1'-0" 3" / 1'-0" / " 2 1 8 - ' 6 / " 2 1 0 - ' 6 FRAMING WALL SHOWN DASHED RIDGE EXISTING ROOF TO REMAIN AND RECEIVE NEW COMPOSITE SLATE ROOFAS SPEC'D EXISTING ROOF TO REMAIN AND RECEIVE NEW COMPOSITE SLATE ROOFAS SPEC'D I N A M E R O T E T A L P G N T S X E I I EXISTING ROOF TO REMAIN AND RECEIVE NEW COMPOSITE SLATE ROOFAS SPEC'D H I P 2 A-3.2 1 A-3.4 EXISTING PLATE TO REMAIN EXISTING PLATE TO REMAIN " 3 - ' 1 1' - 3" ALIGN WITH EXISTING PLATES " 3 - ' 1 1' - 3" EXISTING OVERHANGS TO REMAIN, TYP. MATCH EXISTING MATCH EXISTING I I G N T S X E H C T A M BALCONY BELOW 3' RAILING, VERIFY W/ DESIGN TEAM 2 A-3.3 1 A-3.3 1 1 A-1.0 A-3.1 ROOF GENERAL NOTES 1. THESE DRAWINGS MAY NOT ADDRESS ALL OF THE REQUIREMENTS IN THE BUILDING CODES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KNOW THE CODES WHICH HAVE AUTHORITY OVER THIS PROJECT. CONSTRUCTION MUST COMPLY WITH THOSE CODES. THE CONTRACTOR MUST FOLLOW THE BUILDING AND PERFORMANCE STANDARDS THAT HAVE AUTHORITY OVER THIS PROJECT WHICH ARE PROTECTED BY THE DECEPTIVE TRADE PRACTICES ACT OF TEXAS, THE RESIDENTIAL CONSTRUCTION LIABILITY ACT OF TEXAS, OR ANY SUCCESSOR. 2. DO NOT SCALE THESE DRAWINGS. IN THE EVENT OF ERROR OR OMISSION, CONTACT THE GENERAL CONTRACTOR FOR CLARIFICATION. 3. ALL SUB-CONTRACTORS TO VERIFY ALL DIMENSIONS AND ACTUAL FIELD DIMENSIONS WITH PLANS. REPORT ANY VARIATIONS TO GENERAL CONTRACTOR IMMEDIATELY. 4. REFER TO DETAIL SHEETS WALL SECTION SHEETS IN ADDITION TO THE ROOF PLAN. 5. SKYLIGHTS - FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SKYLIGHT FLASHING AND WATERPROOFING DETAILS. 6. THRU-WALL FLASHING IS REQUIRED AT ALL MASONRY LOCATIONS OVER ROOFS. 7. PLATE HEIGHT IS CALULATED FROM THE TOP OF STUD WALL TO THE FINISH FLOOR, NOT TOP OF SLAB. 8. VERIFY WITH BUILDER FOR ANY ROOF VENT REQUIREMENTS. ROOFING CONTRACTOR SHALL CALCULATE REQUIRED AREA OF ROOF VENTS AND INSTALL AS NECESSARY. ALL PLUMBING ROOF VENTS SHALL BE AT THE REAR OF THE HOUSE IN LOW VISIBILITY LOCATIONS. 9. ALL CHIMNEYS SHALL BE WEATHER-SEALED AND WATER TIGHT BY THE ROOFING CONTRACTOR. CONTRACTOR SHALL VERIFY WITH WATERPROOFING CONSULTANT FOR BEST PRACTICES IF NECESSARY. DOWNSPOUT / RAIN CHAIN DS / RC ROOF LEGEND GUTTER 4x6 RAFTER TAILS MASONRY WALL FRAMING WALL NEW ADDITION 4 3 7 8 7 s a x e T , y a w e k a L m o c . d r a d d o t s w j : w 1 7 2 4 . 7 8 9 . 2 1 5 : p 04/01/2021 0 1 . 9 1 0 2 : r e b m u N t c e o r P j 3 0 7 8 7 X T , n i t s u A , r D k n a b w o d a e M 3 0 7 3 D C : s u t a t S t c e o r P j . . D B T . : e t a D e u s s I l e d o m e R k n a b w o d a e M DRAWN BY: CHECKED BY: JWS JWS 04/01/2021 DATE: PERMIT: REVISED: REVISED: REVISED: R O O F P L A N A-2.8 1 ROOF PLAN 3/16" = 1'-0" Copyright 2021, JOHN WEST STODDARD, INC. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by John West Stoddard, Inc. Ownership of the design, plans and specifications is solely with John West Stoddard, Inc. 2 A-3.3 1 A-3.3 1'-0" 1'-0" 3" 3" 1' - 0" 1' - 0" 1' - 0" " 6 - ' 2 CUT LIMESTONE CHIMNEY CAP VERIFY ALL DIMENSIONS WITH FLUE MANUFACTURER PRIOR TO CONSTRUCTING CHIMNEY MIN. 2' ABOVE ANY ROOF WITHIN 10', TYP. EXISTING RIDGE TO REMAIN 1'-0" 4 1/2" EXISTING ROOF TO RECEIVE NEW COMPOSITE SLATE ROOF 1'-0" 4 1/2" 1'-0" 4 1/2" EXISTING ROOF TO RECEIVE NEW COMPOSITE SLATE ROOF CUT LIMESTONE CHIMNEY CAP 1'-0" 1'-0" 3" 3" 1' - 0" 1' - 0" 1' - 0" OPEN TO FLUE STONE SILL, SLOPE TO DRAIN STUCCO CHIMNEY BEYOND, TYP. NEW PLATE AT NEW ROOF TO MATCH EXISTING 1'-0" 4 1/2" EXISTING ROOF TO RECEIVE NEW COMPOSITE SLATE ROOF STUCCO STUCCO 16" FLOOR TRUSSES, RE: STRUCTURAL 1'-0" 4 1/2" 11 A-3.4 10 A-3.4 W-28 STUCCO STUCCO T.O.W. 80 A.F.F. 2 D-38A D-38B D-38C D-38D D-38E STUCCO CUSTOM STEEL RAILING, VFY W/ DESIGN TEAM W-30A W-30B W-31A W-31B STUCCO W-15A W-15B W-16A W-16B STEEL PLATE CLADDING TO MATCH WINDOWS NEW GARAGE AND STAIR BEYOND 16" FLOOR TRUSSES, RE: STRUCTURAL T.O.W. 90 A.F.F. 1 R 5' - 4 " W-12 W-13A W-13B W-14A W-14B W-1A W-1B W-2A W-2B PW-1A PW-1B D-1A D-1B D-1C " 0 - ' 0 1 7 A-3.4 8 A-3.4 STUCCO CORNICE, TYP. OGEE STYLE COPPER GUTTER AS SPEC'D EXISTING 1010 PLATE A.F.F. 2 TO REMAIN ATTIC LEVEL 23' - 6" T.O.W. 80 A.F.F. 2 9 A-3.4 OPERABLE PAINTED SHUTTERS AS SPEC'D STUCCO WATERTABLE FINISH FLOOR 2 12' - 6" BOT. OF TRUSS 10' - 11 1/2" EXISTING POOL CABANA BEYOND T.O.W. 90 A.F.F. 1 EXISTING FENCE TO REMAIN BEYOND EXISTING LANDSCAPING WALL BEYOND FINISH FLOOR 1 0' - 0" EXISTING GRADE TO REMAIN CUT LIMESTONE WATERTABLE STUCCO SURROUND GAS SCONCES, VWO SEAMS TO ALIGN WITH WINDOWS, TYP. EXISTING GRADE TO REMAIN UNCHANGED CUT LIMESTONE WATERTABLE CUT LIMESTONE SURROUND SPLAYED LIMESTONE 1 FRONT ELEVATION 3/16" = 1'-0" 1 A-3.4 CUT LIMESTONE CHIMNEY CAP, TYP. VERIFY ALL DIMENSIONS WITH FLUE MANUFACTURER PRIOR TO CONSTRUCTING CHIMNEY 3" 1' - 3" 1' - 0" 1'-0" 3" 1' - 3" 1' - 0" 1' - 6 1/2" 1'-0" 3" 1' - 3" 1' - 0" 1'-0" 1'-0" 1'-0" 1'-0" 3" 3" 1' - 3" 1' - 0" 1' - 3" 1' - 0" 1' - 6 1/2" 1' - 6 1/2" 3" 1' - 3" 1' - 0" OPEN TO FLUE STONE SILL, SLOPE TO DRAIN STUCCO STUCCO 1'-0" 4 1/2" 1'-0" 4 1/2" NEW ROOF COMPOSITE SLATE ROOF STUCCO 1'-0" 4 1/2" EXISTING ROOF TO RECEIVE NEW COMPOSITE SLATE ROOF 1'-0" 4 1/2" GUTTER AS SPEC'D STUCCO CORNICE STUCCO STANDING SEAM METAL ROOF 1'-0" 1 3/4" SL-2 SL-1 STUCCO UNDERPINNING TO MATCH STUCCO, VWB 1'-0" 2" 1'-0" 2" 1'-0" 2" W-8B W-8A W-6 W-7 W-23 1 A-3.5 STUCCO W-27A W-27B W-27C W-27D STUCCO W-29A W-29B STUCCO W-9C W-9B W-9A STUCCO W-11E W-11D W-11C W-11B W-11A STUCCO DETAIL, SEE FRONT ELEVATION STEEL COLUMN WELDED TO STEEL WINDOWS STUCCO FIXED STEEL WINDOWS CUT LIMESTONE WATERTABLE EXISTING GRADE TO REMAIN SEAMS TO ALIGN WITH WINDOWS, TYP. NEW ROOF COMPOSITE SLATE ROOF GUTTER AS SPEC'D EXISTING 1010 PLATE A.F.F. 2 TO REMAIN CUSTOM STEEL RAILING, VFY W/ DESIGN TEAM " 0 - ' 3 SIDE OF CUT LIMESTONE SURROUND BEYOND STUCCO ATTIC LEVEL 23' - 6" FINISH FLOOR 2 12' - 6" BOT. OF TRUSS 10' - 11 1/2" FINISH FLOOR 1 0' - 0" GARAGE -3' - 1" 2 LEFT-SIDE ELEVATION 3/16" = 1'-0" Copyright 2021, JOHN WEST STODDARD, INC. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by John West Stoddard, Inc. Ownership of the design, plans and specifications is solely with John West Stoddard, Inc. 4 3 7 8 7 s a x e T , y a w e k a L m o c . d r a d d o t s w j : w 1 7 2 4 . 7 8 9 . 2 1 5 : p 04/01/2021 0 1 . 9 1 0 2 : r e b m u N t c e o r P j 3 0 7 8 7 X T , n i t s u A , r D k n a b w o d a e M 3 0 7 3 D C : s u t a t S t c e o r P j . . D B T . : e t a D e u s s I l e d o m e R k n a b w o d a e M DRAWN BY: CHECKED BY: JWS JWS 04/01/2021 DATE: PERMIT: REVISED: REVISED: REVISED: E L E V A T I O N S A-3.1 CUT LIMESTONE CHIMNEY CAP 1'-0" 1'-0" 3" 3" 1' - 0" OPEN TO FLUE 1' - 0" 1' - 0" STONE SILL, SLOPE TO DRAIN STUCCO CHIMNEY BEYOND, TYP. 1 A-3.3 2 A-3.3 CUT LIMESTONE CHIMNEY CAP VERIFY ALL DIMENSIONS WITH FLUE MANUFACTURER PRIOR TO CONSTRUCTING CHIMNEY MIN. 2' ABOVE ANY ROOF WITHIN 10', TYP. EXISTING RIDGE TO REMAIN MIN. 2' ABOVE ANY ROOF WITHIN 10', TYP. 1'-0" 1'-0" 3" 1' - 0" 1' - 0" 3" " 1' - 0" 6 - ' 2 STUCCO 1'-0" 4 1/2" EXISTING ROOF TO RECEIVE NEW COMPOSITE SLATE ROOF STUCCO 1'-0" 4 1/2" EXISTING ROOF TO RECEIVE NEW COMPOSITE SLATE ROOF 1'-0" 4 1/2" EXISTING ROOF TO RECEIVE NEW COMPOSITE SLATE ROOF 1'-0" 4 1/2" EXISTING 1010 PLATE A.F.F. 2 TO REMAIN W-19A W-19B W-19C W-20A W-20B W-21A W-21B W-21C W-21D W-22A W-22B W-24 W-25 W-26 1'-0" 4 1/2" ATTIC LEVEL 23' - 6" STUCCO STUCCO STUCCO STUCCO STUCCO 1'-0" 1 3/4" D-48 STUCCO 1'-0" 1 3/4" STUCCO 1'-0" 2" 1'-0" 2" D-2A D-2B D-2C D-2D D-3A D-3B D-3C D-3D D-3E D-3F D-4 STUCCO STUCCO D-5 D-6 " 5 - ' 2 NEW DECK EXISTING VENT FINISH FLOOR 2 12' - 6" BOT. OF TRUSS 10' - 11 1/2" FINISH FLOOR 1 0' - 0" GARAGE -3' - 1" 1 REAR ELEVATION 3/16" = 1'-0" NEW ROOF COMPOSITE SLATE ROOF GUTTER AS SPEC'D EXISTING 1010 PLATE A.F.F. 2 TO REMAIN STEEL RAILING BEYOND, VERIFY WITH DESIGN TEAM SIDE OF CUT LIMESTONE SURROUND BEYOND STUCCO 2 RIGHT-SIDE ELEVATION 3/16" = 1'-0" 1 A-3.4 OPEN TO FLUE STONE SILL, SLOPE TO DRAIN 1'-0" 4 1/2" CUT LIMESTONE CHIMNEY CAP, TYP. VERIFY ALL DIMENSIONS WITH FLUE MANUFACTURER PRIOR TO CONSTRUCTING CHIMNEY MIN. 2' ABOVE ANY ROOF WITHIN 10', TYP. 1' - 3" 1' - 0" 1' - 6 1/2" 1' - 3" 1' - 0" 1' - 3" 1' - 0" 1' - 6 1/2" 1' - 3" 1' - 0" STUCCO STUCCO 1'-0" 4 1/2" 1' - 3" 1' - 0" 1' - 6 1/2" 1' - 3" 1' - 0" 2 A-3.4 1'-0" 4 1/2" STUCCO MIN. 2' ABOVE ANY ROOF WITHIN 10', TYP. 1'-0" 4 1/2" EXISTING ROOF TO RECEIVE NEW COMPOSITE SLATE ROOF W-17A W-17B W-18 STUCCO STUCCO 1'-0" 1 3/4" BOT. OF TRUSS 10' - 11 1/2" 1'-0" 1 3/4" W-3A W-3B W-3C STUCCO STUCCO EXISTING FENCE STUCCO W-4 " 6 - ' 6 " 0 - ' 3 1'-0" 2" W-5 ATTIC LEVEL 23' - 6" FINISH FLOOR 2 12' - 6" EXISTING GRADE PROVIDE EXISTING CRAWL SPACE ACCESS PANEL, VWB EXISTING VENT TO REMAIN FINISH FLOOR 1 0' - 0" Copyright 2021, JOHN WEST STODDARD, INC. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by John West Stoddard, Inc. Ownership of the design, plans and specifications is solely with John West Stoddard, Inc. 4 3 7 8 7 s a x e T , y a w e k a L m o c . d r a d d o t s w j : w 1 7 2 4 . 7 8 9 . 2 1 5 : p 04/01/2021 0 1 . 9 1 0 2 : r e b m u N t c e o r P j 3 0 7 8 7 X T , n i t s u A , r D k n a b w o d a e M 3 0 7 3 D C : s u t a t S t c e o r P j . . D B T . : e t a D e u s s I l e d o m e R k n a b w o d a e M DRAWN BY: CHECKED BY: JWS JWS 04/01/2021 DATE: PERMIT: REVISED: REVISED: REVISED: E L E V A T I O N S A-3.2 2 A-3.4 1'-0" 1 3/4" D-46 D-43 D-39 1'-0" 5" " 6 - ' 1 1 W-4 D-18 D-19 30.00° ATTIC LEVEL 23' - 6" FINISH FLOOR 2 12' - 6" BOT. OF TRUSS 10' - 11 1/2" FINISH FLOOR 1 0' - 0" POOL CABANA -3' - 0" 1 A-3.4 " 1 1 - ' 6 2 A-3.4 ATTIC LEVEL 23' - 6" FINISH FLOOR 2 12' - 6" BOT. OF TRUSS 10' - 11 1/2" FINISH FLOOR 1 0' - 0" GARAGE -3' - 1" 1 SECTION A-A 3/16" = 1'-0" 1 A-3.4 " 1 1 - ' 6 2 SECTION B-B 3/16" = 1'-0" Copyright 2021, JOHN WEST STODDARD, INC. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by John West Stoddard, Inc. Ownership of the design, plans and specifications is solely with John West Stoddard, Inc. 4 3 7 8 7 s a x e T , y a w e k a L m o c . d r a d d o t s w j : w 1 7 2 4 . 7 8 9 . 2 1 5 : p 04/01/2021 0 1 . 9 1 0 2 : r e b m u N t c e o r P j 3 0 7 8 7 X T , n i t s u A , r D k n a b w o d a e M 3 0 7 3 D C : s u t a t S t c e o r P j . . D B T . : e t a D e u s s I l e d o m e R k n a b w o d a e M DRAWN BY: CHECKED BY: JWS JWS 04/01/2021 DATE: PERMIT: REVISED: REVISED: REVISED: S E C T I O N S A-3.3 2 A-3.3 1 A-3.3 1 A-3.3 2 A-3.3 STUCCO FINISH FLOOR 1 0' - 0" ATTIC LEVEL 23' - 6" FINISH FLOOR 2 12' - 6" BOT. OF TRUSS 10' - 11 1/2" FINISH FLOOR 1 0' - 0" STUCCO PW-2B PW-2A EQ. TO WIDTH OF WINDOW I W O D N W F O T H G E H O T I . Q E TWO PANEL FIXED SHUTTERS BY TIMBERLANE.COM AS SPEC'D 1 SECTION C-C 3/16" = 1'-0" 2 SECTION D-D 3/16" = 1'-0" 1'-0" 5" 1'-0" 5" NEW COMPOSITE SLATE ROOF STUCCO 1'-0" 5" 1'-0" 5" NEW COMPOSITE SLATE ROOF STUCCO 1'-0" 1'-0" 5" 5" NEW COMPOSITE SLATE ROOF 1'-0" 5" 1'-0" 5" NEW COMPOSITE SLATE ROOF PW-1A PW-1B POOL CABANA -3' - 0" PD-3B PD-3A PD-2B PD-2A PD-1B PD-1A POOL CABANA -3' - 0" POOL CABANA -3' - 0" POOL CABANA -3' - 0" 3 POOL CABANA FRONT 3/16" = 1'-0" 4 POOL CABANA LEFT-SIDE 3/16" = 1'-0" 5 POOL CABANA REAR 3/16" = 1'-0" 6 POOL CABANA RIGHT-SIDE 3/16" = 1'-0" " 2 " 2 " 2 / 1 3 R 0' - 1 1/2 " 1" 2 1/2" 1 1/2" 9" 3 1/2" " 4 STUCCO STUCCO R 0' - 11" 8" PROVIDE DRIP 1" INSIDE SOFFIT STEEL COLUMN STEEL WINDOW SHUTTER STUCCO DRIP AT UNDERSIDE 1 1/2" 2 1/2" STUCCO WATERTABLE STUCCO " 2 / 1 1 / " 2 1 1 " 2 " 2 / 1 1 R 0' - 1 1/2 " 7 BALCONY STONE CORNICE DETAIL 1 1/2" = 1'-0" 8 ENTRY PORCH STONE SURROUND 1 1/2" = 1'-0" 9 TYPICAL SHUTTER DETAIL 1" = 1'-0" 10 BREAKFAST BAY HEAD STUCCO DETAIL 1 1/2" = 1'-0" 11 SECOND FLOOR STUCCO WATERTABLE 1 1/2" = 1'-0" Copyright 2021, JOHN WEST STODDARD, INC. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by John West Stoddard, Inc. Ownership of the design, plans and specifications is solely with John West Stoddard, Inc. 4 3 7 8 7 s a x e T , y a w e k a L m o c . d r a d d o t s w j : w 1 7 2 4 . 7 8 9 . 2 1 5 : p 04/01/2021 0 1 . 9 1 0 2 : r e b m u N t c e o r P j 3 0 7 8 7 X T , n i t s u A , r D k n a b w o d a e M 3 0 7 3 D C : s u t a t S t c e o r P j . . D B T . : e t a D e u s s I l e d o m e R k n a b w o d a e M DRAWN BY: CHECKED BY: JWS JWS 04/01/2021 DATE: PERMIT: REVISED: REVISED: REVISED: S E C T I O N S & P O O L C A B A N A A-3.4 Mark Width Height Jamb Size Door Material Finish Interior/Exterior Remarks Comments Mark Width Height Jamb Width Window Type Window Function No. of Lites Window Remarks Comments DOOR SCHEDULE WINDOW SCHEDULE STEEL STEEL STEEL STEEL STEEL WOOD WOOD STEEL STEEL POWDER COATED EXTERIOR POWDER COATED EXTERIOR POWDER COATED EXTERIOR POWDER COATED EXTERIOR POWDER COATED EXTERIOR EXTERIOR PAINTED PAINTED EXTERIOR POWDER COATED EXTERIOR POWDER COATED EXTERIOR ENTRY DOOR - 6 LITES, ARCHED AND MULLED TO SIDE WINDOWS, SEE ELEVS MASTER DOOR - 3 LITES, MULLED TO SIDE WINDOWS, SEE ELEVS MASTER DOOR - 3 LITES, MULLED TO SIDE WINDOWS, SEE ELEVS LIVING DOOR - 3 LITES, MULLED TO SIDE WINDOWS, SEE ELEVS LIVING DOOR - 3 LITES, MULLED TO SIDE WINDOWS, SEE ELEVS GARAGE DOOR - DESIGN T.B.D. GARAGE DOOR - DESIGN T.B.D. OFFICE STEEL DOOR, 6 PANELS, THERMALLY BROKEN OFFICE STEEL DOOR, 6 PANELS, THERMALLY BROKEN WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD TEMPERED SHOWER GLASS TEMPERED SHOWER GLASS WOOD WOOD WOOD & GLASS WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD TEMPERED SHOWER GLASS WOOD WOOD VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID CLEAR CLEAR VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID VWID INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR GLASS POCKET DOOR WITH SINGLE PANEL, VWO POCKET DOOR POCKET DOOR POCKET DOOR POCKET DOOR PROVIDE WEATHER STRIPPING POCKET DOOR POCKET DOOR MASTER SHOWER MASTER SHOWER POCKET DOOR POCKET DOOR POCKET DOOR POCKET DOOR GLASS SLIDER, VWID BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER EXTERIOR D-1B D-2A D-2D D-3A D-3F D-5 D-6 D-38A D-38E INTERIOR D-4 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-39 D-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 PD-1B PD-2A PD-3B PD-2B PD-1A PD-3A 4' - 2" 3' - 0" 3' - 0" 3' - 4" 3' - 4" 18' - 0" 8' - 0" 4' - 0" 4' - 0" 3' - 0" 2' - 6" 2' - 6" 2' - 8" 3' - 0" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 3' - 0" 3' - 0" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 4" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 4" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 6" 2' - 8" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 9' - 0" 8' - 0" 8' - 0" 9' - 0" 9' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 7' - 0" 7' - 0" 6' - 8" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" Mark Width Height Jamb Size Door Material Finish Interior/Exterior Remarks Comments POOL CABANA DOOR SCHEDULE BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER STEEL STEEL STEEL STEEL STEEL STEEL POWDER COATED EXTERIOR POWDER COATED EXTERIOR POWDER COATED EXTERIOR POWDER COATED EXTERIOR POWDER COATED EXTERIOR POWDER COATED EXTERIOR POOL CABANA POOL CABANA POOL CABANA POOL CABANA POOL CABANA POOL CABANA A A A A A A D-1A D-1C D-2B D-2C D-3B D-3C D-3D D-3E D-38B D-38C D-38D PW-1A PW-1B PW-2A PW-2B SL-1 SL-2 W-1A W-1B W-2A W-2B W-3A W-3B W-3C W-4 W-5 W-6 W-7 W-8A W-8B W-9A W-9B W-9C W-10 W-11A W-11B W-11C W-11D W-11E W-12 W-13A W-13B W-14A W-14B W-15A W-15B W-16A W-16B W-17A W-17B W-18 W-19A W-19B W-19C W-20A W-20B W-21A W-21B W-21C W-21D W-22A W-22B W-23 W-24 W-25 W-26 W-27A W-27B W-27C W-27D W-28 W-29A W-29B W-30A W-30B W-31A W-31B 2' - 2" 2' - 2" 3' - 0" 3' - 0" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 2' - 0" 2' - 0" 2' - 0" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 6" 2' - 6" 2' - 6" 3' - 4" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 4" 2' - 4" 2' - 4" 2' - 2 1/2" 2' - 2 1/2" 2' - 2 1/2" 2' - 2 1/2" 2' - 2 1/2" 2' - 2 1/2" 2' - 2 1/2" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 4" 2' - 6" 2' - 6" 2' - 6" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 9' - 0" 9' - 0" 8' - 0" 8' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 0" 8' - 0" 8' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 7' - 4" 7' - 4" 7' - 4" 7' - 4" 5' - 6" 5' - 6" 5' - 6" 9' - 0" 4' - 0" 4' - 0" 4' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 7' - 4" 7' - 4" 7' - 4" 7' - 4" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 4' - 6" 5' - 6" 5' - 6" 5' - 6" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER 2" 2" 2" 2" 2" 2" 2" 3-1/4" 3-1/4" 3-1/4" 3-1/4" CURB-MOUNTED CURB-MOUNTED 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" BY MANUFACTURER 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER BY MANUFACTURER 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" 3-1/4" STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD STEEL ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD STEEL STEEL STEEL STEEL STEEL STEEL STEEL ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD ALUMINUM CLAD - WOOD FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED OPERABLE OPERABLE OPERABLE OPERABLE FIXED FIXED FIXED FIXED FIXED FIXED OPERABLE FIXED OPERABLE FIXED OPERABLE OPERABLE OPERABLE FIXED FIXED OPERABLE FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE FIXED OPERABLE OPERABLE OPERABLE OPERABLE FIXED FIXED OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE FIXED - D.S. FIXED - D.S. OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE 3 3 3 3 3 3 3 3 3 3 3 6 6 6 6 1 1 6 6 6 6 6 6 6 3 6 6 6 6 6 6 6 6 3 3 3 3 3 3 3 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 ENTRY WINDOWS MULLED TO ENTRY DOOR, TEMPERED, THERMALLY BROKEN ENTRY WINDOWS MULLED TO ENTRY DOOR, TEMPERED, THERMALLY BROKEN MASTER BEDROOM - MULLED TO ADJACENT WINDOWS/DOORS, TEMPERED, THERMALLY BROKEN MASTER BEDROOM - MULLED TO ADJACENT WINDOWS/DOORS, TEMPERED, THERMALLY BROKEN LIVING ROOM - MULLED, TEMPERED, THERMALLY BROKEN LIVING ROOM - MULLED, TEMPERED, THERMALLY BROKEN LIVING ROOM - MULLED, TEMPERED, THERMALLY BROKEN LIVING ROOM - MULLED, TEMPERED, THERMALLY BROKEN OFFICE - MULLED, TEMPERED, THERMALLY BROKEN OFFICE - MULLED, TEMPERED, THERMALLY BROKEN OFFICE - MULLED, TEMPERED, THERMALLY BROKEN POOL CABANA POOL CABANA POOL CABANA POOL CABANA SKYLIGHT SKYLIGHT ELECTRIC INSTANT PRIVACY GLASS, VWO ELECTRIC INSTANT PRIVACY GLASS, VWO ELECTRIC INSTANT PRIVACY GLASS, VWO ELECTRIC INSTANT PRIVACY GLASS, VWO IN 2x4 WALL IN 2x4 WALL BREAKFAST, TEMPERED, THERMALLY BROKEN BREAKFAST, MULLED TO ADJACENT WINDOWS, TEMPERED, THERMALLY BROKEN BREAKFAST, MULLED TO ADJACENT WINDOWS, TEMPERED, THERMALLY BROKEN BREAKFAST, MULLED TO ADJACENT WINDOWS, TEMPERED, THERMALLY BROKEN BREAKFAST, MULLED TO ADJACENT WINDOWS, TEMPERED, THERMALLY BROKEN BREAKFAST, MULLED TO ADJACENT WINDOWS, TEMPERED, THERMALLY BROKEN BREAKFAST, TEMPERED, THERMALLY BROKEN SCULLERY - COUNTERTOP IS WINDOW SILL - MULLED TO ADJACENT WINDOW SCULLERY - COUNTERTOP IS WINDOW SILL - MULLED TO ADJACENT WINDOW SCULLERY - COUNTERTOP IS WINDOW SILL - MULLED TO ADJACENT WINDOW SCULLERY - COUNTERTOP IS WINDOW SILL - MULLED TO ADJACENT WINDOW NANNY'S CLOSET NANNY'S SHOWER, OBSURE GLASS, W/ GLASS SHOWER DOOR PROTECTOR NANNY'S SHOWER, OBSURE GLASS, W/ GLASS SHOWER DOOR PROTECTOR SCULLERY - COUNTERTOP IS WINDOW SILL - MULLED TO ADJACENT WINDOW SCULLERY - COUNTERTOP IS WINDOW SILL - MULLED TO ADJACENT WINDOW SCULLERY - COUNTERTOP IS WINDOW SILL - MULLED TO ADJACENT WINDOW SCULLERY - COUNTERTOP IS WINDOW SILL - MULLED TO ADJACENT WINDOW 4 3 7 8 7 s a x e T , y a w e k a L m o c . d r a d d o t s w j : w 1 7 2 4 . 7 8 9 . 2 1 5 : p WINDOW LEGEND FIXED DIRECT SET FIXED SASH SET AWNING HOPPER CASEMENT NOTES 1. HEAD HEIGHT: - MEASURED TO TOP OF WINDOW FRAME TO THE FINISH FLOOR, NOT THE SLAB. -SEE MANUFACTURER FOR ROUGH OPENING DIMENSIONS. 2. TEMPERED GLASS: -VERIFY LOCATIONS WITH WINDOW MANUFACTURER. ZIP SYSTEM WALL SHEATHING SLOPED SILL ZIP SYSTEM FLUID APPLIED ZIP SYSTEM FLUID APPLIED NO ZIP SYSTEM FLUID APPLIED AT SILL ZIP SYSTEM FLUID APPLIED AIR/VAPOR BARRIER OVER NAILING FLANGE AT JAMBS AND HEAD ONLY. LEAVE SILL OPEN. CORROSION RESISTANT HEAD FLASHING AT ALL WINDOWS AND DOORS NOT COVERED ABOVE WITH A ROOF OVERHANG ZIP SYSTEM FLUID APPLIED AIR/VAPOR BARRIER OVER HEAD FLASHING. WINDOW 1. SHEATH WINDOW OPENING 2. SLOPE SILL TO EXTERIOR 3. TROWEL ZIP SYSTEM FLUID APPLIED AIR/VAPOR BARRIER AROUND OPENING 4. WINDOW INSTALLATION APPLY GREEN-FACED EXTERIOR ZIP SYSTEM SHEATHING TO STUD WALL PER MANUFACTURER'S INSTRUCTIONS. SLOPE THE SILL OF THE WINDOW TOWARDS THE EXTERIOR TO ALLOW ANY WATER TO DRAIN AWAY FROM THE INTERIOR OF THE HOME. GENEROUSLY TROWEL ZIP SYSTEM FLUID APPLIED AIR/VAPOR BARRIER INTO AND AROUND OPENING PER ZIP SYSTEM'S INSTRUCTIONS. VERIFY WITH ZIP SYSTEM FOR INSTALLATION INSTRUCTIONS. NAIL THE WINDOW FLANGE DIRECTLY ONTO THE ZIP SHEATHING AS SHOWN. APPLY FLUID APPLIED AIR/VAPOR BARRIER BETWEEN THE SHEATHING AND NAILING FLANGE AT THE JAMBS AND HEAD. LEAVE THE SILL OPEN FOR DRAINAGE 5. APPLY ZIP SYSTEM FLUID APPLIED AIR/VAPOR BARRIER OVER NAILING FLANGE WHERE SHOWN 6. APPLY HEAD FLASHNG OVER EXPOSED WINDOWS AND DOORS WITHOUT ROOF OVERHANGS ABOVE 7. APPLY ZIP SYSTEM FLUID APPLIED AIR/VAPOR BARRIER OVER HEAD FLASHING WHERE SHOWN GENEROUSLY TROWEL ZIP BRAND FLUID APPLIED AIR/VAPOR BARRIER OVER NAILING FLANGE WHERE SHOWN. VERIFY WITH ZIP SYSTEM FOR INSTALLATION INSTRUCTIONS. PROVIDE CORROSION RESISTANT HEAD FLASHING SOLDERED AT THE SEAMS AND FOLDED OVER THE WINDOW HEAD ON THREE SIDES. RUN FLASHING MIN. 6" ABOVE WINDOW HEAD. PROVIDE 1/4 BENT DRIP EDGES ON THREE SIDES. GENEROUSLY TROWEL ZIP BRAND FLUID APPLIED AIR/VAPOR BARRIER OVER HEAD FLASHING. NOTE: SHOWN ABOVE ARE CONCEPTUAL DIAGRAMS FOR ALL WINDOW AND OPENINGS. THE BUILDER MUST FOLLOW THE INSTRUCTIONS AND SPECIFICATIONS PROVIDED BY ZIP SYSTEM TO ENSURE WATER TIGHT OPENINGS. WINDOW MOISTURE PROTECTION 1" = 1'-0" 1 04/01/2021 0 1 . 9 1 0 2 : r e b m u N t c e o r P j 3 0 7 8 7 X T , n i t s u A , r D k n a b w o d a e M 3 0 7 3 D C : s u t a t S t c e o r P j . . D B T . : e t a D e u s s I l e d o m e R k n a b w o d a e M DRAWN BY: CHECKED BY: JWS JWS 04/01/2021 DATE: PERMIT: REVISED: REVISED: REVISED: S C H E D U L E S A-6.1 Copyright 2021, JOHN WEST STODDARD, INC. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by John West Stoddard, Inc. Ownership of the design, plans and specifications is solely with John West Stoddard, Inc.