C.6.1 - 1702 Hartford Rd - plans — original pdf

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1/7/22, 2:04 PM 20220106_154416.jpg https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.1 1/1 1/7/22, 2:05 PM 20220106_154434.jpg https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 GENERAL NOTES 1. WORK PERFORMED SHALL COMPLY WITH ALL STATE, COUNTY, LOCAL, AND ANY OTHER APPLICABLE BUILDING CODES, ORDINANCES AND REGULATIONS PERTAINING TO CONSTRUCTION. ALL APPROVALS SHALL BE OBTAINED FROM ALL AUTHORITIES HAVING JURISDICTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD. AS REQUIRED CONSTRUCT WITH DIMENSIONS INDICATED ON CONSTRUCTION DOCUMENTS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE INSUFFICIENT OR IF DISCREPANCIES EXIST, CONSULT ARCHITECT OR DESIGN ASSOCIATE. 3. THE ARCHITECT IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR OTHER JOB SITE CONDITIONS. 4. THE INTENT OF THE DRAWINGS IS TO PROVIDE A COMPLETE AND FINISHED PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS, LABOR AND EQUIPMENT AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS INCLUDING ALL ITEMS REASONABLY INFERABLE AS BEING NECESSARY FOR THE COMPLETION OF THE PROJECT. THESE SHALL INCLUDE, BUT NOT BE LIMITED TO FASTENERS, PREPARATION OF MATERIALS, AND OTHER ACCESSORIES AS WELL AS THE NECESSARY LABOR AND EQUIPMENT TO INSTALL THEM. 5. ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, ETC., IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH PUBLISHED INDUSTRY STANDARDS. 6. ARCHITECTURAL DRAWINGS ARE LIMITED IN SCOPE. THEY ARE INTENDED TO INDICATE THE GENERAL DESIGN INTENT AND CONSTRUCTION OF THE PROJECT. LIMITED CONSTRUCTION DETAILS ARE PROVIDED ONLY WHERE DEEMED NECESSARY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FABRICATION TECHNIQUES AND INSTALLATION METHODS. 7. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR EXAMINING THE SITE PRIOR TO SUBMITTING BIDS AND SHALL TAKE INTO CONSIDERATION EXISTING CONDITIONS THAT MAY AFFECT THE WORK. AFTER SUBMISSION OF BID, NO ADDITIONAL COST WILL BE ALLOWED FOR ADDITIONAL WORK THAT COULD HAVE BEEN DETERMINED OR ANTICIPATED BY SUCH INSPECTION. 8. ALL MATERIALS SHALL BE NEW UNLESS NOTED OTHERWISE. USE OF SALVAGED MATERIALS WILL ONLY BE PERMITTED WITH OWNER'S PRIOR APPROVAL. 9. THE GENERAL CONDITION OF THE CONTRACT FOR CONSECUTION A201, 1997 EDITION, OF THE AMERICAN INSTITUTE OF ARCHITECTS ARE HEREBY MADE A PART OF THESE CONTRACT DOCUMENTS TO THE SAME EXTENT AS IF BOUND HEREIN. 10. ALL REQUESTS FOR SUBSTITUTION OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING WITH ANY NECESSARY DOCUMENTATION TO EVALUATE THE PRODUCT. SUBSTITUTIONS WILL BE CONSIDERED ONLY IF BETTER SERVICE IS PROVIDED, A MORE ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER WITHOUT SACRIFICING QUALITY, APPEARANCE AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE PROJECT REPRESENTATIVE BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED 11. CONTRACTOR SHALL DOCUMENT AS-BUILT CONDITIONS WHEN DIFFERENT FROM CONSTRUCTION DOCUMENTS, AND SHALL TRANSMIT IT TO THE PROJECT REPRESENTATIVE UPON COMPLETION OF CONSTRUCTION. 12. ALL WORK SHALL BE ERECTED PLUMB AND TRUE-TO-LINE IN ACCORDANCE WITH BEST PRACTICES OF THE TRADE AND MANUFACTURER'S RECOMMENDATIONS FOR THE PARTICULAR ITEM. . m . p 4 4 : 9 0 : 1 1 1 2 0 2 1 1 / 4 / PROJECT INFORMATION PROJECT NAME: METRO 2400 ADDRESS: 1702 HARTFORD ROAD AUSTIN, TX 78703 CLIENT NAME: S&L LAND DESIGN PROPERTY LEGAL DESCRIPTION: LOT 14 ENFIELD F ZONING: SF-3 CLIMATE ZONE: ZONE #2A, 2B APPLICABLE FOR LOCATIONS WITH THE MONTHLY AVERAGE OUTSIDE AIR TEMPERATURE OF THE THREE COLDEST MONTHS IS ABOVE 45 DEG F. CODE: 2021 IRC W/ AMENDMENT 2021 IECC 2020 NEC CONSTRUCTION TYPE: OCCUPANCY GROUP: TYPE VB - WOOD FRAME R3 - SINGLE FAMILY DWELLING DRAWING INDEX METRO A0.0 A1.0 A1.1 A1.2 A1.3 A1.5 A2.1 A2.2 A2.3 A3.1 A4.1 A5.1 S1.1 S1.2 S2.1 COVER SHEET SITE PLAN SITE DETAILS AND NOTES VISITABILITY EXHIBIT MCMANSION EXHIBIT SITE SECTIONS FIRST FLOOR PLAN SECOND FLOOR PLAN SCHEDULES EXTERIOR ELEVATIONS BUILDING SECTIONS STANDARD DETAILS FOUNDATION PLAN VIEW & CONSTRUCTION DETAILS FOUNDATION CONSTRUCTION NOTES FRAMING PLAN VIEW, CONSTRUCTION DETAILS & NOTES I Y A W Y E L S N T R O N A E L E 1 0 3 2 3 2 0 7 7 X T , N O T S U O H 2 7 0 0 . 6 3 2 . 3 1 7 : P 0 0 4 2 O R T E M D A O R D R O F T R A H 2 0 7 1 3 0 7 8 7 X T , I N T S U A I I N O T P R C S E D E U S S I E T A D . O N I T E S T M R E P 1 2 / 5 0 / 1 1 T E E H S R E V O C 0 . 0 A TREES NOTES: 1. SEE SHEET 1.3 FOR TREE PROTECTION GUIDELINES 2. REFER TO SITE PLAN FOR TREE PROTECTION FENCING. FENCING IS REQUIRED TO BE CHAIN-LINK AT A MINIMUM HEIGHT OF FIVE FEET. 3. ANYWHERE TREE PROTECTION FENCE DOES NOT EXTEND TO THE EDGE OF THE 1/2 CRZ, AN 8" LAYER OF MULCH SHALL BE SPREAD TO PROTECT THE ROOT ZONE FROM COMPACTION. 4. PROVIDE 3/4" PLYWOOD OVER 6' TALL MINIMUM 2X4 LUMBER OVER 12" LAYER OF MULCH STRAPPED SECURELY AROUND PROTECTED TREE TRUNKS AND ROOT FLARES WHERE PROTECTIVE FENCING DOES NOT INCORPORATE THE ENTIRE 1/2 CRZ.TREE PROTECTION FENCING MUST BE ON GRADE (FLAT POST BASES WEIGHTED DOWN WITH SANDBAGS) AND MUST ENCOMPASS THE 1/4 CRZ AT A MINIMUM. 5. AFTER CONSTRUCTION IS OVER SPREAD MULCH AROUND SITE TO LEAVE MAX LAYER OF 3" WITHIN ROOT ZONE. NUMBER DESCRIPTION REMOVAL S 32° 05' 00" E 49.62' #101 #102 #103 #104 #105 #106 #107 15" MULTI-STEM CREPE MYRTLE 17" BLUEBERRY 27" SYCAMORE 25" CHINESE TALLOW 10" TWIN CREPE MYRTLE 11" TRIPLE CREPE MYRTLE 21" PECAN NO NO NO NO YES YES NO 0 7 5 5' SETBACK 36" GUARDRAIL POOL BY OTHERS ELEVATION AT: 570.2' ' 9 9 . 9 1 1 E " 0 0 ' 9 0 ° 0 6 S K C A B T E S ' 5 2X4 OR GREATER SIZE PLANKS (6’ TALL MINIMUM) ARE TO BE STRAPPED SECURELY AROUND PROTECTED TREES TRUNKS AND ROOT FLARES WHEN PROTECTIVE FENCING DOES NOT INCORPORATE THE ENTIRE ½ CRZ FOR ANY REASON AT ANY TIME IN THE PROJECT 8" MULCH LAYER AT FULL CRZ 36" GUARDRAIL 0 7 5 WOOD DECK TREE PROTECTION FENCING FULL CRZ 1/2 CRZ 1/4 CRZ #103 571 572 11' - 6" " 0 - ' 8 1 T R O P R A C 573 16' - 6" METRO 2400 NEW SINGLE FAMILY HOME ON PIERS FFE: 577' ELEVATION AT: 571.8' TREE PROTECTION FENCING 8" MULCH LAYER AT FULL CRZ 1/4 CRZ 1/2 CRZ FULL CRZ ' 8 3 . 9 1 1 E " 0 0 ' 5 1 ° 0 6 S " 0 - ' 0 4 K C A B T E S ' 5 ELEVATION AT: 570.5' #107 571 #106 #105 ELEVATION AT: 576.2' EXISTING CLEAN OUT STRUCTURAL PIERS 574 " 0 - ' 0 4 11' - 0" PROPOSED CLEAN OUT 2' RETAINING WALL ELEVATION AT: 576.2' 576 ELEVATION AT: 574.5' CARPORT ABOVE ELEVATION AT: 574.0' MATERIAL STAGING 25' SETBACK TEMP TOILET PROPOSED NEW DRIVEWAY LOT 14 6 7 5 SPOILS " 2 - ' 6 2 4 7 5 5 7 5 E T E R C N O C T U O H S A W T N A P I T U O H S A W 1/4 CRZ #102 1/2 CRZ FULL CRZ DUMPSTER 7 7 5 NEW SIDEWALK PER CoA STANDARD NO. 432S-1 #101 1/4 CRZ 1/2 CRZ FULL CRZ EXISTING WATER METER S 31° 51' 00" W 49.81' HARTFORD ROAD (60' R.O.W.) EXISTING DRIVEWAY SITE PLAN NOTES: EXISTING CLEAN OUT 1. DRAINAGE PLAN BY OTHERS 2. PROVIDE MAX 10% SLOPE AT DRIVEWAYS 3. PROVIDE GRADING AWAY FROM HOUSE AT A RATE OF 5% MIN. 4. ALL BUILDING SETBACK AND EASEMENTS PROVIDED BY SURVEYORS. GC TO CONFIRM LOCATIONS RPIOR TO START CONSTRUCTION. I Y A W Y E L S N T R O N A E L E 1 0 3 2 3 2 0 7 7 X T , N O T S U O H 2 7 0 0 . 6 3 2 . 3 1 7 : P 0 0 4 2 O R T E M D A O R D R O F T R A H 2 0 7 1 3 0 7 8 7 X T , I N T S U A I I N O T P R C S E D E U S S I E T A D . O N I T E S T M R E P 1 2 / 5 0 / 1 1 N A L P E T S I 0 . 1 A M A 1 1 : 6 1 : 0 1 1 2 0 2 5 1 / 1 1 / VISITABILITY NOTES: LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS NO 1. HIGHER THAN 48" ABOVE THE INTERIOR FLOOR LEVEL 2. OUTLETS AND RECEPTACLES MINIMUM 15" ABOVE INTERIOR FLOOR LEVEL EXCEPT FOR FLOOR OUTLETS VISITABILITY THRESHOLD DETAIL . m . p 8 4 : 9 0 : 1 1 1 2 0 2 1 1 / 4 / METRO 2400 NEW SINGLE FAMILY HOME ON PIERS FFE: 577' 32" CLEAR VISITABLE ROUTE 30"X30" CLEAR AREA W D , H T A P E L B A T S V I I E P O L S X A M 2 1 : 1 VISITABLE BATHROOM -DOOR: 2'-10" X 8'-0" -2X6 BLOCKING CENTERLINE AT 34" ABOVE FINISH FLOOR (EXCEPT BEHIND LAVATORY) -DOOR SHALL NOT IMPEDE 30"X30" CLEAR FLOOR SPACE 1/2" MAX BEVELED THRESHOLD PER DETAIL 2 VISITABLE ENTRANCE: 1. DOOR: 3'-0" X 8'-0" 2. VISITABLE NO-STEP ENTRY 3. 4. MAX 1/2" BEVELED THRESHOLD 3'X3' LANDING WITH MAX SLOP 1/4"/FT IF FOUNDATION PLAN SHOWS MORE THAN 1-1/2" DROP, DESIGN PROFESSIONAL MUST PROVIDE THRESHOLD DETAIL. I Y A W Y E L S N T R O N A E L E 1 0 3 2 3 2 0 7 7 X T , N O T S U O H 2 7 0 0 . 6 3 2 . 3 1 7 : P 0 0 4 2 O R T E M D A O R D R O F T R A H 2 0 7 1 3 0 7 8 7 X T , I N T S U A 02/16/20 I I N O T P R C S E D E U S S I E T A D . O N I T E S T M R E P 1 2 / 5 0 / 1 1 Y T I L I B A T S V I I I I T B H X E 2 . 1 A LVL 2 - MAX TRAVEL HEIGHT 24' - 11 5/8" LVL 2 - 9' TOP PLATE 21' - 6 3/4" LEVEL 2 BASE 12' - 5 5/8" LVL 1 - 10' TOP PL. 10' - 1 1/8" 16' - 6" LEVEL 1 BASE 0' - 0" SITE -2' - 6" 2 FRONT ELEVATION 1/8" = 1'-0" " 4 / 3 8 - ' 7 2 F O O R F O T N O P D M I I 11' - 0 3/8" " 0 - ' 2 3 " 0 - ' 5 1 0' - 4" MAX. . I N M " 6 3 " 4 - ' 0 . X A M FINISHED FLOOR 1 EXTERIOR GUARDRAIL 3/4" = 1'-0" LVL 2 - MAX TRAVEL HEIGHT 24' - 11 5/8" LVL 2 - 9' TOP PLATE 21' - 6 3/4" LEVEL 2 BASE 12' - 5 5/8" LVL 1 - 10' TOP PL. 10' - 1 1/8" LEVEL 1 BASE 0' - 0" SITE -2' - 6" . m . p 1 5 : 9 0 : 1 1 1 2 0 2 1 1 / 4 / 3 SIDE ELEVATION 1/8" = 1'-0" I Y A W Y E L S N T R O N A E L E 1 0 3 2 3 2 0 7 7 X T , N O T S U O H 2 7 0 0 . 6 3 2 . 3 1 7 : P 0 0 4 2 O R T E M D A O R D R O F T R A H 2 0 7 1 3 0 7 8 7 X T , I N T S U A 02/16/20 I I N O T P R C S E D E U S S I E T A D . O N I T E S T M R E P 1 2 / 5 0 / 1 1 LEVEL 1 0' - 0" I N O S N A M C M I I T B H X E 3 . 1 A LVL 2 - MAX TRAVEL HEIGHT 24' - 11 5/8" LVL 2 - 9' TOP PLATE 21' - 6 3/4" LEVEL 2 BASE 12' - 5 5/8" LVL 1 - 10' TOP PL. 10' - 1 1/8" CARPORT ROOF JOISTS AND STEEL COLUMNS CARPORT PAD RETAINING WALL @ CARPORT LEVEL 1 BASE 0' - 0" SITE -2' - 6" 2 CROSS SECTION 1/8" = 1'-0" 1 A1.5 " 0 - ' 2 3 I T H G E H G D L B . X A M 2 A1.5 FFE: 577' " 9 - ' 2 AVG GRADE: 574.25' LVL 2 - MAX TRAVEL HEIGHT 24' - 11 5/8" LVL 2 - 9' TOP PLATE 21' - 6 3/4" LEVEL 2 BASE 12' - 5 5/8" LVL 1 - 10' TOP PL. 10' - 1 1/8" LEVEL 1 BASE 0' - 0" SITE -2' - 6" I Y A W Y E L S N T R O N A E L E 1 0 3 2 3 2 0 7 7 X T , N O T S U O H 2 7 0 0 . 6 3 2 . 3 1 7 : P 0 0 4 2 O R T E M D A O R D R O F T R A H 2 0 7 1 3 0 7 8 7 X T , I N T S U A 02/16/20 I I N O T P R C S E D E U S S I E T A D . O N I T E S T M R E P 1 2 / 5 0 / 1 1 I S N O T C E S E T S I M P 9 3 : 7 1 : 4 1 2 0 2 / 5 / 1 1 1 LONGITUDINAL SECTION 1/8" = 1'-0" EXCAVATE FOR 18" CLEARANCE 5 . 1 A GENERAL NOTES: 1. PLAN MAY BE BUILT AS MIRROR IMAGE OR ROTATED. 2. ALL GYPSUM BOARD SHALL BE 1/2" THROUGHOUT ENTIRE STRUCTURE EXCEPT FOR 5/8" TYPE X AT UNDERSIDE OF STAIR 3. SAFETY GLASS IS REQUIRED PER SECTION 308 OF THE IRC. REFER TO A3.2- WINDOW AND DOOR SCHEDULE FOR SAFETY GLASS LOCATIONS. 4. SMOKE DETECTORS REQUIRE 110V CONNECTION TO MAIN SERVICE WITH BATTERY BACK-UP PER R314 OF THE IRC. 5. BATHROOM VENTS ARE DUCTED TO EXTERIOR. 6. STAIRWAY SHALL COMPLY WITH IRC SECTION R311. ALL GUARDRAILS TO BE A MINIMUM OF 36" HIGH AND COMPLY WITH IRC SECTION R312. HANDRAILS TO BE 34" TO 38" ABOVE NOSE OF TREAD OVER THE FULL LENGTH OF THE STAIR AND SHALL COMPLY WITH IRC R311. BALUSTERS TO BE 4" O.C. MAX. 7. OPENINGS IN THE THERMAL ENVELOPE CANNOT HAVE AIR LEAKAGE RATES WHEN TESTED IN ACCORDANCE WITH AAMA/WDMA 101/I.S.2 AND/OR NFRC 400 EXCEEDING THE VALUES SPECIFIED BELOW: A. WINDOWS: 0.3 CFM/SQFT OF WINDOW AREA. B. SLIDING DOORS: 0.3 CFM/SQFT OF DOOR AREA. C. SWINGING DOORS: 0.5 CFM/SQFT OF DOOR AREA. 8. UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURERS INSTALLATION INSTRUCTION OR APPROVED BY BUILDING OFFICIAL, DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET FOR MAX DRYER DUCT LENGTH WITH 5' REDUCTION FOR EACH 90 DEGREE ELBOW. 9. WHEN GAS IS USED IN THE UTILITY ROOM PROVIDE COMBUSTION AND DRYING AIR (LOUVERED DOORS OR UNDERCUT DOORS) 10. FIRE BLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH IRC 2015 R602.8 FACTORY FRAMED AREA MODULE AREA MODULE A MODULE B MODULE C MODULE D MODULE E TOTAL FRAMED AREA 672 SF 384 SF 129 SF 752 SF 496 SF 2433 SF 19' - 9 3/4" 8' - 11 3/4" 4' - 0" 3' - 2 1/2" 4' - 5" 12' - 9 3/4" 42' - 0" 6' - 0" 3 W:6' - 0" H:6' - 0" HDR @ 8' - 0" GREAT ROOM 613 SF GLAZING 282 SF VENT. 84 SF E 8 W:12' - 0" H:8' - 0" SITE BUILT DECK 12' - 0" MODULE A 672 SF 38' - 11 3/4" 24' - 0" - 6' - 9 1/2" --- MODULE B 384 SF BEDROOM 116 SF GLAZING 15 SF VENT. 15 SF 5 W:3' - 0" H:6' - 0" HDR @ 8' - 0" FLAT CEILING B 3 W:2' - 6" H:8' - 0" C 4 W:5' - 0" H:8' - 0" B 2 W:2' - 8" H:8' - 0" 2 W:4' - 0" H:6' - 0" HDR @ 8' - 0" DW D 7 W:2' - 8" H:8' - 0" " 0 1 - ' 2 / " 2 1 0 1 - ' 3 / " 4 3 4 - ' 3 B 5 W:2' - 8" H:8' - 0" B 6 W:2' - 6" H:8' - 0" / " 2 1 8 - ' 3 " 4 / 3 5 - ' 4 FLAT CEILING 1' - 0" 6' - 5 3/4" 0' - 10" 3' - 0" 2' - 4 3/4" 3' - 10 3/4" 3' - 0 3/4" 5' - 4" 7' - 5 1/4" 11' - 6 1/2" " 4 / 1 5 - ' 5 MODULE C 129 SF 2 W:1' - 6" H:8' - 0" HDR @ 8' - 0" SITE BUILT DECK A 1 W:3' - 0" H:8' - 0" 20' - 0" 8' - 3 1/2" 1 W:12' - 0" H:8' - 0" HDR @ 8' - 0" 12' - 0" 3' - 2" 3' - 7 3/4" 6' - 10 3/4" 1 A4.1 SITE BUILT DECK " 0 - ' 6 1 " 0 - ' 8 E 21 W:8' - 0" H:8' - 0" " 0 - ' 4 " 0 - ' 4 M P 7 1 : 8 2 : 4 1 2 0 2 5 / 1 1 / 2 A4.1 I Y A W Y E L S N T R O N A E L E 1 0 3 2 3 2 0 7 7 X T , N O T S U O H 2 7 0 0 . 6 3 2 . 3 1 7 : P I 0 0 4 2 A R A O R T E M " 4 - ' 3 " 0 - ' 3 / " 2 1 1 - ' 4 " 2 / 1 6 - ' 5 " 2 / 1 5 - ' 6 I I N O T P R C S E D E U S S I E T A D . O N N A L P R O O L F T S R F I 1 . 2 A FACTORY FRAMED AREA MODULE AREA MODULE A MODULE B MODULE C MODULE D MODULE E TOTAL FRAMED AREA 672 SF 384 SF 129 SF 752 SF 496 SF 2433 SF GENERAL NOTES: 1. PLAN MAY BE BUILT AS MIRROR IMAGE OR ROTATED. 2. ALL GYPSUM BOARD SHALL BE 1/2" THROUGHOUT ENTIRE STRUCTURE EXCEPT FOR 5/8" TYPE X AT UNDERSIDE OF STAIR 3. SAFETY GLASS IS REQUIRED PER SECTION 308 OF THE IRC. REFER TO A3.2- WINDOW AND DOOR SCHEDULE FOR SAFETY GLASS LOCATIONS. 4. SMOKE DETECTORS REQUIRE 110V CONNECTION TO MAIN SERVICE WITH BATTERY BACK-UP PER R314 OF THE IRC. 5. BATHROOM VENTS ARE DUCTED TO EXTERIOR. 6. STAIRWAY SHALL COMPLY WITH IRC SECTION R311. ALL GUARDRAILS TO BE A MINIMUM OF 36" HIGH AND COMPLY WITH IRC SECTION R312. HANDRAILS TO BE 34" TO 38" ABOVE NOSE OF TREAD OVER THE FULL LENGTH OF THE STAIR AND SHALL COMPLY WITH IRC R311. BALUSTERS TO BE 4" O.C. MAX. 7. OPENINGS IN THE THERMAL ENVELOPE CANNOT HAVE AIR LEAKAGE RATES WHEN TESTED IN ACCORDANCE WITH AAMA/WDMA 101/I.S.2 AND/OR NFRC 400 EXCEEDING THE VALUES SPECIFIED BELOW: A. WINDOWS: 0.3 CFM/SQFT OF WINDOW AREA. B. SLIDING DOORS: 0.3 CFM/SQFT OF DOOR AREA. C. SWINGING DOORS: 0.5 CFM/SQFT OF DOOR AREA. 8. UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURERS INSTALLATION INSTRUCTION OR APPROVED BY BUILDING OFFICIAL, DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET FOR MAX DRYER DUCT LENGTH WITH 5' REDUCTION FOR EACH 90 DEGREE ELBOW. 9. WHEN GAS IS USED IN THE UTILITY ROOM PROVIDE COMBUSTION AND DRYING AIR (LOUVERED DOORS OR UNDERCUT DOORS) 10. FIRE BLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH IRC 2015 R602.8 8' - 7 3/8" 21' - 9 1/2" 78' - 0" 10' - 3 1/2" 6' - 0" 4 W:6' - 0" H:6' - 0" HDR @ 8' - 0" 6' - 0" 4 W:6' - 0" H:6' - 0" HDR @ 8' - 0" 22' - 3 1/2" - --- 6' - 9 1/2" 3' - 10 3/4" 8' - 4 3/4" MASTER BEDROOM 213 SF GLAZING 59 SF VENT. 15 SF " 4 3 5 - ' 1 1 / " 0 - ' 6 1 VAULTED CEILING B 20 W:2' - 6" H:8' - 0" B 19 W:2' - 6" H:8' - 0" D W B 17 W:2' - 8" H:8' - 0" B 16 W:2' - 6" H:8' - 0" BEDROOM 117 SF GLAZING 29 SF VENT. 29 SF FLAT CEILING / " 8 1 7 - ' 2 / " 8 1 1 - ' 5 / " 4 3 4 - ' 3 FLAT CEILING B 15 W:2' - 6" H:8' - 0" B 14 W:2' - 8" H:8' - 0" MODULE E 496 SF B 13 W:2' - 6" H:8' - 0" 3' - 0" 12' - 2 1/2" 5' - 6 3/4" 3' - 4 3/4" 8' - 3 3/4" 11' - 1 1/4" 2' - 4 3/4" 0' - 6 3/4" 11' - 4 7/8" 3' - 4 3/4" 3' - 4 3/4" B 11 W:2' - 0" H:8' - 0" B 9 W:2' - 8" H:8' - 0" " 0 - ' 5 BEDROOM 114 SF GLAZING 47 SF VENT. 15 SF / " 4 3 1 1 - ' 9 12' - 3 1/2" FLAT CEILING " 4 - ' 9 " 0 - ' 6 " 8 - ' 0 B 10 W:2' - 6" H:8' - 0" 3 W:6' - 0" H:6' - 0" HDR @ 8' - 0" 5 W:3' - 0" H:6' - 0" HDR @ 8' - 0" I I N O T P R C S E D E U S S I E T A D . O N / " 4 3 0 1 - ' 0 1 " 1 - ' 4 E 12 W:12' - 0" H:8' - 0" 12' - 0" 8' - 0 1/4" 11' - 2" 3' - 0" 0' - 8" MODULE C 1/4" / 1'-0" 31' - 0" 3 W:8' - 0" H:6' - 0" HDR @ 8' - 0" 8' - 0" 3' - 3" MODULE D 752 SF 19' - 10 3/4" 1 W:12' - 0" H:2' - 0" HDR @ 6' - 0" 12' - 0" / " 4 1 4 - ' 4 " 4 - ' 1 / " 4 3 4 - ' 5 B 18 W:2' - 8" H:8' - 0" 47' - 0" M P 7 1 : 8 2 : 4 1 2 0 2 5 / 1 1 / 1 A4.1 3' - 0" 5 W:3' - 0" H:6' - 0" HDR @ 8' - 0" " 6 - ' 3 2 A4.1 I Y A W Y E L S N T R O N A E L E 1 0 3 2 3 2 0 7 7 X T , N O T S U O H 2 7 0 0 . 6 3 2 . 3 1 7 : P I 0 0 4 2 A R A O R T E M R O O L F D N O C E S 2 . 2 A N A L P NOTES: 1. LIGHTING REQUIREMENT = MIN. 8% OF FLOOR AREA VENTILATION REQUIREMENT = MIN. 4% OF FLOOR AREA 2. EMERGENCY EGRESS WINDOWS TO HAVE 5.7 SQUARE FEET NET FREE AREA WITH 20" WIDE AND 24" HIGH MINIMUM CLEAR OPENINGS, MAXIMUM 44" ABOVE FINISHED FLOOR. WHEN DOORS ARE USED FOR EMERGENCY EGRESS, IT SHALL BE OPERATIONAL FROM THE INSIDE WITHOUT THE USE OF KEYS OR TOOLS. 3. SAFETY GLAZING REQUIREMENTS PER SECTION 308 OF THE IRC: A. GLASS PANES IN ALL DOORS INCLUDING SIDE-HINGED, SLIDING OR BI-FOLD DOORS. B. SIDELITES WITHIN 24" OF EITHER EDGE OF THE DOOR WHERE THE WINDOW SILL IS LESS THAN 60" A.F.F. C. WINDOWS THAT MEET ALL 4 OF THE FOLLOWING CONDITIONS: GREATER THAN 9 SQUARE FEET, AND LOWER EDGE LESS THAN 18 INCHES FROM THE FLOOR, AND UPPER EDGE MORE THAN 36 INCHES FROM THE FLOOR, AND A WALKING SURFACE WITHIN 36 INCHES HORIZONTALLY OF THE WINDOW. 4. ATTIC ACCESS REQUIREMENT = MIN. 22 1/2" X 30" 5. REFER TO ATTACHED RESCHECK FOR DOOR AND WINDOW U-VALUES AND SHGC. WINDOW SCHEDULE WINDOW DESCRIPTION WIDTH HEIGHT R. WIDTH R. HEIGHT HEADER GLAZING VENT. U-VALUE SHGC COMMENTS FIXED - 3 PANE - VERTICAL FIXED - 1 PANE FIXED - 1 PANE FIXED - 2 PANE CASEMENT - 1 PANE FIXED - 3 PANE - VERTICAL FIXED - 2 PANE FIXED - 2 PANE CASEMENT - 2 PANE CASEMENT - 2 PANE CASEMENT - 1 PANE CASEMENT - 1 PANE 11' - 11 1/2" 1' - 5 1/2" 3' - 11 1/2" 5' - 11 1/2" 2' - 11 1/2" 11' - 11 1/2" 5' - 11 1/2" 7' - 11 1/2" 5' - 11 1/2" 5' - 11 1/2" 2' - 11 1/2" 2' - 11 1/2" 7' - 11 1/2" 7' - 11 1/2" 5' - 11 1/2" 5' - 11 1/2" 5' - 11 1/2" 1' - 11 1/2" 5' - 11 1/2" 5' - 11 1/2" 5' - 11 1/2" 5' - 11 1/2" 5' - 11 1/2" 5' - 11 1/2" 12' - 0" 1' - 6" 4' - 0" 6' - 0" 3' - 0" 12' - 0" 6' - 0" 8' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 8' - 0" 8' - 0" 6' - 0" 6' - 0" 6' - 0" 2' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 6' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 88 SF 10 SF 22 SF 32 SF 15 SF 20 SF 32 SF 44 SF 29 SF 29 SF 15 SF 15 SF 0 SF 0 SF 0 SF 0 SF 15 SF 0 SF 0 SF 0 SF 29 SF 29 SF 15 SF 15 SF 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 DOOR TYPE DESCRIPTION WIDTH HEIGHT R. WIDTH R. HEIGHT GLAZING VENT. U-VALUE SHGC COMMENTS FUNCTION DOOR SCHEDULE A B B C B B D E B B B E B B B B B B B B E SWING DOOR - FULL GLASS INTERIOR - SOLID CORE - SWING DOOR INTERIOR - SOLID CORE - SWING DOOR INTERIOR - DOUBLE SLIDER INTERIOR - SOLID CORE - SWING DOOR INTERIOR - SOLID CORE - SWING DOOR INTERIOR - SOLID CORE - POCKET DOOR SLIDING GLASS - 3 PANELS INTERIOR - SOLID CORE - SWING DOOR INTERIOR - SOLID CORE - SWING DOOR INTERIOR - SOLID CORE - SWING DOOR SLIDING GLASS - 3 PANELS INTERIOR - SOLID CORE - SWING DOOR INTERIOR - SOLID CORE - SWING DOOR INTERIOR - SOLID CORE - SWING DOOR INTERIOR - SOLID CORE - SWING DOOR INTERIOR - SOLID CORE - SWING DOOR INTERIOR - SOLID CORE - SWING DOOR INTERIOR - SOLID CORE - SWING DOOR INTERIOR - SOLID CORE - SWING DOOR SLIDING GLASS - 2 PANELS 3' - 0" 2' - 8" 2' - 6" 5' - 0" 2' - 8" 2' - 6" 2' - 8" 12' - 0" 2' - 8" 2' - 6" 2' - 0" 12' - 0" 2' - 6" 2' - 8" 2' - 6" 2' - 6" 2' - 8" 2' - 8" 2' - 6" 2' - 6" 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" 3' - 2 1/2" 2' - 10 1/2" 2' - 8 1/2" 5' - 2 1/2" 2' - 10 1/2" 2' - 8 1/2" 5' - 6 1/2" 12' - 0 1/2" 2' - 10 1/2" 2' - 8 1/2" 2' - 2 1/2" 12' - 0 1/2" 2' - 8 1/2" 2' - 10 1/2" 2' - 8 1/2" 2' - 8 1/2" 2' - 10 1/2" 2' - 10 1/2" 2' - 8 1/2" 2' - 8 1/2" 8' - 0 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 0 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 0 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 2 1/2" 8' - 0 1/2" 24 SF 24 SF 0.44 84 SF 56 SF 0.44 84 SF 56 SF 0.44 56 SF 28 SF 0.44 0.23 0 0 0 0 0 0 0.23 0 0 0 0.23 0 0 0 0 0 0 0 0 0.23 1 2 2 3 5 1 3 3 4 4 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 M P 8 1 : 8 2 : 4 1 2 0 2 5 / 1 1 / Exterior Interior Interior Interior Interior Interior Interior Exterior Interior Interior Interior Exterior Interior Interior Interior Interior Interior Interior Interior Interior Exterior E L U D E H C S . F E R REF. SCHEDULE EQ EQ EQ REF. SCHEDULE EQ EQ REF. SCHEDULE REF. SCHEDULE REF. SCHEDULE E L U D E H C S . F E R E L U D E H C S . F E R E L U D E H C S . F E R E L U D E H C S . F E R REF. SCHEDULE ALUMINUM - 3 PANE FIXED WINDOW ALUMINUM - 1 PANE FIXED WINDOW ALUMINUM - 2 PANE FIXED WINDOW ALUMINUM CASEMENT 2 PANE WINDOW ALUMINUM CASEMENT 2 PANE WINDOW REF. SCHEDULE REF. SCHEDULE REF. SCHEDULE REF. SCHEDULE E L U D E H C S . F E R E L U D E H C S . F E R E L U D E H C S . F E R " 0 - ' 3 " 0 - ' 3 A EXTERIOR DOOR - WOOD FRAME, METAL DOOR B INTERIOR DOOR SWING DOOR HARDWARE HANDLE SET LEVER HARDWARE PRIVACY LEVER / PASSAGE LEVER C NTERIOR DOUBLE SLIDER HARDWARE PER MFR D INTERIOR DOOR POCKET DOOR HARDWARE PER MFR E EXTERIOR SLIDING GLASS DOOR SLIDE DIRECTION PER PLAN HARDWARE PER MFR I Y A W Y E L S N T R O N A E L E 1 0 3 2 3 2 0 7 7 X T , N O T S U O H 2 7 0 0 . 6 3 2 . 3 1 7 : P I 0 0 4 2 A R A O R T E M I I N O T P R C S E D E U S S I E T A D . O N E L U D E H C S . F E R E L U D E H C S . F E R S E L U D E H C S 3 . 2 A NOTES: 1. FOUDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1/150TH OF THE FLOOR AREA AND 18"X24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION, REVIEW AND APPROVAL. AWNING BY OTHERS WOOD CLADING AWNING BY OTHERS 4X10 HARDIE PANEL FRONT ELEVATION LVL 2 - MAX TRAVEL HEIGHT 24' - 11 5/8" LVL 2 - 9' TOP PLATE 21' - 6 3/4" METAL SIDING LEVEL 2 BASE 12' - 5 5/8" LVL 1 - 10' TOP PL. 10' - 1 1/8" LEVEL 1 BASE 0' - 0" AWNING BY OTHERS RIGHT M P 9 1 : 8 2 : 4 1 2 0 2 5 / 1 1 / METAL SIDING 4X10 HARDIE PANEL I Y A W Y E L S N T R O N A E L E 1 0 3 2 3 2 0 7 7 X T , N O T S U O H 2 7 0 0 . 6 3 2 . 3 1 7 : P I 0 0 4 2 A R A O R T E M LVL 2 - MAX TRAVEL HEIGHT 24' - 11 5/8" LVL 2 - 9' TOP PLATE 21' - 6 3/4" METAL SIDING LEVEL 2 BASE 12' - 5 5/8" LVL 1 - 10' TOP PL. 10' - 1 1/8" LEVEL 1 BASE 0' - 0" I I N O T P R C S E D E U S S I E T A D . O N I S N O T A V E L E I R O R E T X E 1 . 3 A NOTES: 1. FOUDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1/150TH OF THE FLOOR AREA AND 18"X24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION, REVIEW AND APPROVAL. METAL SIDING 4X10 HARDIE PANEL BACK ELEVATION METAL SIDING 4X10 HARDIE PANEL LEFT ELEVATION M P 0 2 : 8 2 : 4 1 2 0 2 5 / 1 1 / LVL 2 - MAX TRAVEL HEIGHT 24' - 11 5/8" LVL 2 - 9' TOP PLATE 21' - 6 3/4" AWNING BY OTHERS LEVEL 2 BASE 12' - 5 5/8" LVL 1 - 10' TOP PL. 10' - 1 1/8" WOOD CLADING SCUPPER AND DOWNSPOUT LEVEL 1 BASE 0' - 0" WOOD CLADING SCUPPER AND DOWNSPOUT I Y A W Y E L S N T R O N A E L E 1 0 3 2 3 2 0 7 7 X T , N O T S U O H 2 7 0 0 . 6 3 2 . 3 1 7 : P I 0 0 4 2 A R A O R T E M LVL 2 - MAX TRAVEL HEIGHT 24' - 11 5/8" LVL 2 - 9' TOP PLATE 21' - 6 3/4" AWNING BY OTHERS LEVEL 2 BASE 12' - 5 5/8" LVL 1 - 10' TOP PL. 10' - 1 1/8" AWNING BY OTHERS 4X10 HARDIE PANEL LEVEL 1 BASE 0' - 0" I I N O T P R C S E D E U S S I E T A D . O N I S N O T A V E L E I R O R E T X E 2 . 3 A