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HomeMy WebLinkAboutB13-0033 B13-0034 CR1 Plans.pdf RECEIVED Date: 04/08/2013 TOWN OF UA1I.' By: D. RHOADES r- co 3080 BOOTH FALLS Lo f` CT. • C0 0 00 C.6 O NC3� O O r- 0') GENERAL NOTES : DIRECTORY: DRAWING INDEX PROJECT DATA: a OWNER CODE: c\j 1 . DO NOT SCALE DRAWINGS. PETE DOBYNS SURVEY INTERNATIONAL RESIDENTIAL CODE 2012 0 N T 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY PO BOX 1644 1 :20 EXISTING TOPOGRAPHIC SURVEY ZONING: o 0 WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DUXBURY, MA 02331 TWO FAMILY RESIDENTIAL DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. GENERAL OCCUPANCY CLASSIFICATION: Q 0 C5 GENERAL CONTRACTOR TYPE R DIV.3 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN ALAN STYERS •- APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR A 0.1 1 :10 SITE PLAN 3 SETBACKS: AREAS. PO BOX 678 SNOWMASS, CO 81654 A O.2 1 :10 LANDSCAPE PLAN M 970-618-4815 20' FRONT :3. 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, LOG, STUD COLUMNS, OR A 0.3 1 :10 SITE LIGHTING PLAN 15' SIDE FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE 15' REAR TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS A 0.4 BASEMENT DEDUCTION c/) OTHERWISE NOTED. PURE DESIGN STUDIO PO BOX 527 A 0.5 GRFA CALCULATIONS BUILDING HEIGHT: 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE 3'CO 81655 3 SLOPED ROOFS WOLCOTT,BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET A 1 .O 1/4" RADON MITIGATION PLAN 30' FLAT ROOFS ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS. PH. 970.470.1222 FX. 970.926.9078 c: millie @puredesign-studio.com A 1 .1 1/4" FLOOR PLANS � 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR CONTACT: A 1 .2 1/4" FLOOR PLANS TYPES. '- MILLIE ALDRICH A 1 .3 1/4" FLOOR PLANS 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR STRUCTURAL ENGINEER A 1 .4 1/4" FLOOR PLANS SYMBOLS : WINDOW TYPES. STRUCTURAL DESIGN SOLUTIONS A 1 .5 1/4" ROOF PLAN 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND PO BOX 2494 A 2.1 1/4" ELEVATIONS WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. AVON CO 81620 A 2.2 1/4 PH. 970.390.9843 FX. 970.926.9078 " ELEVATIONS X40° 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR A 2.3 1/4" ELEVATIONS SECTION CUT REFERENCE DETAIL AREA REFERENCE CONSTRUCTION OF ANY ASPECT OF THE PROJECT THEY SHALL IMMEDIATELY NOTIFY THE sdstyler@centurytel.net ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN CONTACT: A 3.1 1/4" SECTIONS EL 0,_0„ A3.0 THE PROJECT. TYLER ALDRICH A 3.2 1/4" SECTIONS ELEVATION REFERENCE ELEVATION SYMBOL 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE AEC A 3.3 1/4" SECTIONS CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED PO BOX 8489 A 3.4 1/4" SECTIONS BY THE INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL RESIDENTIAL CODE. a COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT AVON, CO 81620 A 4.1 DETAILS PH. 970.747.8520 FX. 970.748.8521 DETAIL CUT REFERENCE LARGE AREA DETAIL REFERENCE DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING THE IBC AND THE IRC AND ALL LOCAL A 4.2 DETAILS AND REGIONAL CODES. SOILSENGINEER A 4.3 DETAILS QREVISION PER TOWN OF VAIL PERMIT REVIEW 11 . THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN LKP ENGINEERING, INC A 5.1 WINDOW SCHEDULE & TYPES APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING, NOTCHING, OR DRILLING PO BOX 2837 A 5.2 WINDOW SCHEDULE & TYPES REVISION CLOUD REVISION SYMBOL OF ANY CAST-IN-PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL EDWARDS CO 81632 ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. PH 970.926.9088 A 5.3 WINDOW DETAILS A 5.4 INTERIOR DOOR SCHEDULE & TYPES O O 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE GEOTECHNICAL ENGINEER BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE A 5.5 INTERIOR DOOR DETAILS GRID BUBBLE MATERIAL TAG WORK. MICHAEL W. WEST & ASSOCIATES, INC. 2 INVERNESS DR. EAST, SUITE 106 M 1 .0 LEGEND & SPECIFICATIONS 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF AND DECK ENGLEWOOD, CO 80112 SURFACES MUST BE MAINTAINED REASONABLY FREE OF ICE AND SNOW TO ENSURE MINIMAL PH 720-529-5300 M 1 .1 PANEL & CALCULATIONS PROBLEMS WITH THESE SURFACES. M 303-877-7178 M 2.0 1/4" MECHANICAL PLANS 14. SUBSTITUTIONS OF EQUAL PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECTS WRITTEN fharrison @m-west-assoc.com M 2.1 1/4" MECHANICAL PLANS ui APPROVAL. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PROVIDE EVIDENCE THAT CONTACT: FRANK HARRISION, P.E. M 2.2 1/4" MECHANICAL PLANS THE PROPOSED SUBSTITUTION IS EQUAL TO THE PRODUCT SPECIFIED. C) CV 0 SURVEYOR M 2.3 1/4" MECHANICAL PLANS T Q 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR PEAK LAND CONSULTANTS, INC. cz (� Q AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, 1000 LION'S RIDGE LOOP S 1 GENERAL NOTES & DETAILS ® LL z O CC EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE VAIL CO. 81657 = J INDUSTRY. S 2 1/4" FOUNDATION PLAN - E O PH 970-476-8644 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS FX 970-476-8616 S 3 1/4" FRAMING PLAN m ® (� WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. S 4 1/4" FRAMING PLAN z ® 1.- J S 5 1/4" FRAMING PLAN VICINITY MAP : >- o ® > 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING C'7 UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION S 6 1/4" ROOF PLAN IMPACTS TO THE SITE. E 1 .0 LEGEND & SPECIFICATIONS BOOTH 0 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL E 1 .1 PANEL & CALCULATIONS 'CREEK 0 AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED E 2.0 1/4" ELECTRICAL PLANS LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND E 2.1 1/4" ELECTRICAL PLANS 3080 BOOTH FALLS CT WITH THE NON-DISTURBED LANDSCAPE. PROJECT : 1209 E 2.2 1/4" ELECTRICAL PLANS 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. DATE : 11 .05.12 E 2.3 1/4" ELECTRICAL PLANS 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE � Ty REVISIONS : CONSTRUCTION DOCUMENTS. 11 .12.12 P 1 .O LEGEND & SPECIFICATIONS BALD MTN R •� QO T 11 .21 .12 0 1/4" PLUMBING PLANS p� �� DRB 12.10.12 21 . GENERAL CONTRACTOR SHALL SUBMIT AN ITEMIZED GANTT CHART PROJECT SCHEDULE FOR P 2. Q� Q� KATSOS 1 .02.13 CONSTRUCTION CONSTRUCTION START DATE AND FINISH DATE. THE SCHEDULE SHALL BE P 2. 1 1/4" PLUMBING PLANS RANCH RD PERMIT 3.14.13 UPDATED EVERY TWO WEEKS FOR OWNER TO REVIEW. GENERAL CONTRACTOR SHALL VERIFY N FRONTAGE RD LEAD TIMES OF ALL PRODUCTS AND MATERIALS WITHIN CERTAIN AMOUNT OF TIME OF P 2.2 1/4" PLUMBING PLANS CONSTRUCTION START AND MODIFY SCHEDULE ACCORDINGLY. ANY PRODUCTS OR MATERIALS 2.3 1/4" PLUMBING PLANS WITH LONG LEAD TIMES THAT SIGNIFICANTLY AFFECT THE PROJECT SCHEDULE SHALL BE S F�ON�F BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. - Iv COVER SHEET AOOO 8379.9 8381.8 �OO / Q r-- LO N 00 N LO N f- �_ /� 8376.9 8 SIG;". p � � 8383.4 � � / � .- X r� r M / j y ADDRESS ` O C -0 p r- � / BOULDER W/LIGHT / / Ov�, 0- O O O � � � h�•R � Urn a / LIMIT LIGHT POLE / DISTURBANCE / , \\ 4-j LINE (n / / \ EDGE OF ASPHALT 8374,5 O j SN 8385.8 \ CTV 6 STORAG PEDESTAL BUILDING ANALYSIS ZONING ANALYSIS FIRE H YDRANT 70 � � ,� T ��-- 8386.3 I 1 �\ UNIT A: FLOOR ELEVATIONS LOT SIZE: 6 O I y4 LOWER LEVEL-8374'-0" .392 ACRE/ 17,075 SQ. FT. WA TER VAL VE MAIN LEVEL-8384'-0" ENTRY LEVEL-8385'-6" ZONING: GARAGE-8385'-5" TWO FAMILY RESIDENTIAL I 60 \ UPPER LEVEL: BRIDGE-8395'-6" I �p ��T X�� > UPPER LEVEL: MASTER-8395'-0" SETBACKS: UPPER LEVEL: GUEST RM -8396'-6" 20' FRONT II p� C 15'SIDE 8371.9 A LIMITOF O UNIT B: FLOOR ELEVATIONS 15' REAR DISTURBANCE LOWER LEVEL-8359'-6" MAIN LEVEL-8369'-6" BUILDING HEIGHT: i GARAGE-8369'-5" 33' SLOPED ROOFS LINE N• O�• UPPER LEVEL-8380'-6" 30' FLAT ROOFS ROOF ELEVATIONS: SITE COVERAGE: SITE COVERAGEQ . BUILDICK 8409'-9"T.O. PLYWD. ALLOWED: 3415 SQ. FT. (20%OF LOT SIZE) 8370.6 -- ATP�/ A B -8408'-1"T.O. PLYWD. W PROPOSED: 3415 SO. FT. I 72 11J \ 6" RELOCATE BOULDERS � Y 8 FOR RETAINING WALL C -8403'-9"T.O. PLYWD. LANDSCAPE: T.O.W. 85.5' -8403'-3"T.O. PLYWD. REQUIRED: 10,245 SQ. FT. B.O.W. 82' D PROPOSED: 10,563 SO. FT. (SEE SHEET A0.2) E-8400'-1 2"T.O. PLYWD. F 8395'-6"T.O. PLYWD. SNOW STORAGE: DRIVEWAY UNIT A DRIVE: 30%OF 939 SQ. FT. G -8409'-0"T.O. PLYWD. REQUIRED: 282 SO. FT. f 8369.1 NOW H -8383'-8": DECK MAIN LEVEL PROPOSED: 290 SQ. FT. - I STORAGE T 200 RA (PROJEC BENCHMARK) 8408'-6": STONE TOWER UNIT B DRIVE: 30%OF 1139 SQ. FT. SNOW STORAGE SEWER MANHOLE MH 0720 J -8395'-10"T.O. PLYWD. REQUIRED: 342 SO. FT. RIM ELEVATION = 8.367 7 PROPOSED: 350 SQ. FT. INVERT ETEVA 7-ION = 8357 K-8390'-10"T.O. PLYWD. 16" L-8381'-6": ENTRY ROOF GRFA: ALLOWED: 6,770 SQ. FT. M -8395'-2"T.O. PLYWD. PROPOSED: 6,430 SQ. FT. (SEE SHEET A0.5) N -8388'-0"T.O. PLYWD. O GARAGE:8381' 0"T.O. PLYWD. ALLOWED: 1,200 SQ. FT. ENCLOSED GARAGE SPACE UP TO TWO PER UNIT) STONE VENEER }� P 8385'-7 2"T.O. PLYWD. ( / ® ETAINING WALL Q -8369'-2": DECK MAIN LEVEL PARKING PER UNIT: / T 68 U 4 SPACES: 2 ENCLOSED/2 SURFACE / ADDRESS 7 B.O.W. BOULDER LIMIT OF W/LIGHT � DISTURBANCE N O / : •� LINE r 8366.3 L �• N TORA •'�. c) Q lTREELINE I FT. O m �� Z Er (TYPICAL) / I h ROOF PEAK 8407.5 ® O LL O & �64. CO/ VI WPOIN O Q J / \ � I / / � EE D SO"� � ® OUTLINE OF NEIGHBORS HOUSE OH CID O j 8 8 ---- - 0 LOT 9 ti � I � TOP 6 2 FIRE PLACE �° pop PROJECT : 1209 / 8362.7 DATE : 11 .05.12 C) REVISIONS : DRB 11 .12.12 11 .21 .12 DRB 12.10.12 01 .02.13 lz� y \ PERMIT 03.14.13 VIEWS ROCK Ou TCROPPINC CQ z F 8359.8 � 98 EDGE OF ASPHAL T � BUILDING SETBACK / y � I y GRAPHIC SCALE 8358.4 '0 10 20 40 t0 1 0 7 _ LIMIT OF N25:24 '54 "E aJV2 AQWS DISTURBANCE LINE IN � , � 2. 11 ' ,pool .�010o eonn�r Facts c+ar�r � = i FOUND No. 4 REBAR � 1 Inch 20 & WITH BLUE PLASTIC CAP \ L.S No. 95296 4j \ EL EC TRIC_ --- s \ TRANSFORMER SITE P LA N 8357.2---J PA TH \s °,' s ' SEWER MANHOLE MH 0780 N\sue \ 6O RIM ELEVA TION = 8357 5 O IN BERT (N) = 8344.3 N VFR T (S) = 8343.9 FgSF AOm 1 INVERT (E- = 8344.2 V �s ���T SITE PLAN 1'10 \ s� FOUND No. 4 REBAR 1 \ WITH 9%2" ALUMINUM CAP L.S. No. 6844 s� 8379.9 8381.8 �OO p r-_ LO NOo N LO N f` 8376.9 - 8 SIGN b _ 8383.4 / .� x ��O O O LD r 0) -0 � 70 ® r- o rn L/M/T O / �QQiv O Q ` � LIGHT POLE DISTURBA CE / 6 l LINE / > / 8384 8 \\ CO EDGE OF ASPHALT 8374.5 O d% db 8385.8 CTV PEDES 7A FIRE HYDRANT 70 6" 8386.3 / 8 EX/STING TREES 6 � ,� T 0) WA TER VAL VE < R L + + 1 DENOTES EX/STING DECIDUOUS TREES W/TRUNK DIAMETER I Rs \ + + + + +++++ 3g N / + + + + 6" DENOTES EX/STING TREE TO BE REMOVED-56 ASPENS + + + + + + + + + R� LIMITOF +++++++++++ 8371.9 —� I DISTURBANCE + + + + I LINE VEGETATION PROTECTION + ++ }� ZONE, TYP. PLANT SCHEDULE o BUILDIN Symbol COMMON NAME SCIENTIFIC NAME COUNT SIZE 8378 6 6' + + ++ + I 12' 3+ + + + + + - — — -QUAKING ASPEN POPULUS TREMOLO/DES 22-SINGLE TRUNK 2"-3"CAL. VEGETATI"� L 6' ++++ +++ + + 6 'PROTECTION 3= Rs L + ++ + + +++ I ONE,TYP. / D RS + + + + + + + 8091 + :'_ t + + + + + RUSSIAN SAGE PEROVSK/A ATR/PL/C/FOL/A 21 5 GAL (PROJECT BENCHMARK) I + ++++ + + ++ + VEGETATION PROTECTION SEWER MANHOLE MH 0720 I ++++ ++++++�+ + + + +++ ZONE, TYP. RIM ELEVA RON = 8.367 7 + + + + + INVERT ELEVA T1 ON = 3-5 I + + + + + + + + + + + (D - - - -LAVENDER LA VAIVDULAAUGUST/FOL/A 20 1 GAL I + + + + + + + + + ! + + + + + + + + + + + + ®i - - - - - -SNOW IN SUMMER CERAST/UM MOMENTOUS 14 1 GAL I 2" ++ ++++++++++++ + Q - — — -CORAL BELLS HEUCHERAS 8 1 GAL + +++ (SANGU/NEA, ETC.) + + I RVIOUS MATERIALS: 6,517 SF ++ + ++ +++++dt++ ++ }+ / ILDING, DRIVEWAY DECKS, PATIOS + + + + + + + + W/LDFL0WERMIX 1000 SQ, FT. ON-IMPERVIOUS MATEMALS: 10,563 ++ + ++ + + h +++++++++ 0 POPPIES ESCHSCHOLZ/A CLA/FORNICA / / ++ +�++ + + + + +++++ LARKSPUR CONSOLIDA AMB/GUA / MOUNTAIN PHLOX LINANTHUS GRAND/FL OR/S L ++ ++ + +++++ ++ LIMIT OF U) ASTER MA CHA ERA N THERA SPP. +/++++++++ DISTURBANCE NE L/ — N BLUEBELL PHACEL/A CAMPUNULAR/A L + + + + + r M PENSTEMOIV PENSTEMON(PRAIRIE FIRE) / 8366.3 / L +++++ ++++++ y + + + + NA T/VE GRASS MIX 4800 SQ. FT. Cb z CC S L „ • + + + CRESTED WHEATGRASS AGROPYRONCR/STATUM TREELINE I + + + + + + + + + a „ _ BIG BLUES TEM ANDROPOGON GERARD// (TYPICAL)�I�_ Rs L + +++ J + + + + (y p S/DEOA TS GRAMA BOUTELOUA CURT/PENDULA / I L + ++++ ��ROOF PEAK }� J BLUE GRAMA GRASS B. GRAC//S H + + + + 84075 p LITTLE BLUESTEM SVH/ZACHYR/UM SCOPAR/UM SYN. I + + + + + O U ANDROPOGON SCOPAR/US / +++ ++ +++ +++ �, p r PRAIRIE DROPSEED SPOROBULUS HETEROLEPS/S w64 + ++ + + + + + t + + + + + + p Q + + + + + + + + + + + + + OUTLINE OF NEIGHBORS HOUSE LANDSCAPE NOTES. 36" / ++ + + + + + + + + + + + + + + + CID ALL AREAS DISTURBED SHALL RECEIVE REVEGETA T/ON SEEDING WITH NATURAL GRASSES AND WILDFLOWER SEED MIX ± + + +• +++++ ++++ + + + + + + + + + + + + O - PROVIDE HAY COVERA TALL SEEDED AREAS / +++++++'++ + +++++ + ++ +++++ + + + + + + 8 8 + + + + + + + + + + + + + „ + + + + co + + + + + + + + + + + ++++'+++'+ + + + + + + + + / + + + + I ++++++ + + + + + + + + + I + + + + + + + + 0 + + + + + + + + + + + + +++++ LOT � � + + + + + + + + + + + ++++ TOP OF FIRE PLACE + + + + + + + + + + + + +++++' PROJECT : 1209 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + &/ Q 8362.7 ' ++++++++++++++++++++ ++ ++++ +++++ D A T E y O + + + + + + + + + + + + + 3 : DRB12.10.12 / + + + + + + � + + + + + + + � 1 1 3 + + + + + + + + + + + + + + + + + + + + + + + + + + + REVISIONS : G (� + + + + + + + + + + + + + + + Q�� + + + + + + + + + + + + + + + 1 J + + + + + + ++++ + w o 01 .02.13 + + ++ +++++++++ +++++++++++++ +++++ PERMIT 03.14.13 +++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + ++ VIEWS ROCK OUTCROPP// (G + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . . + + . . + . . + + + + + + S� O + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++ +++++++ +++ +++ ++++++ + + + + + ++ ++ +++++++ +++++++ +++ + + +"-+-+,+ + +++++ + + + + + + + + + + + + + + + + + + + + + + + + yO SF ++++++++ +++ +++— ++ +++++++++++++++++++++++++ ++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + +± + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + + + + + + / + + + + + + + + + + + + + + + + +.+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++ + + + + + + + + + +�+ + + + + + + + + + + + + + 83� EDGE OF ASPHALT / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + ... + + + + + + ... + + + + + + + + + / �\ + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +Bb'ILDINCT / + + +'+ + + + + + + + + + + + + + + + + + + + �ET�A L+K + + + + + + + +++++ + + + + + + + + + + + + + + + / y / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r + + + + + + + + + + + + + + + + + + + + + + + + + + c, + + + + + + + + + + + + + + + + + + + + + + + + + + + . . + + + + + + + + + + + LOT LIMIT OF 1V25 24 'S4 "E ++ + + + + + + + + aJY2 AGyifS DISTURBANCE - - + + + + + + + + + LINE 2 + + + + + + + + .3al�o eaonsr F c+er FOUND No. 4 REBAR + + + + + + + WITH BLUE PLASTIC CAP + ++ ++++++'*�++++ L.S. No. 15296 � + + + + + \ ELECTRIC +++++++ s � T -MER i + LANDSCAPE PLAN + s �s 8357.2-..-/� ,� ` PA TH GRAPHIC SCALE \s 6Q 0 20 0 10 20 40 so (D_�,l N 11 SC lPE P�,IN SEWER MANHOLE MH 0780 0 RIM ELEVA RON - 8357 5 DO 1 inch = 20 its IN VER T (N) = 8344.3 sue\ �T4/jY INVERT (S) = 8343.9 s �s A002F�SF�F� INVERT (E) = 8344.2 \ \ sue\ FOUND No. 4 REBAR \ s WITH 1%" ALUMINUM CAP L.S. No. 6844 Ste, 8379.9 8381.8 �OO p r� LO NOo V/ / N LO N f` 8376.9 - 8 SIGN b _ 8383.4 / .� x r O - T Q000 f rob• , Urn / LIGHT POLE / / i / S 8384.8 \ EDGE OF ASPHAL T 8374.5 O o `. l e,P7,85.8 -- CTV Rs PEDESTAL FIRE HYDRANT /0" O \ � \--- 8386.3 8 / R WA TER VALVE ll`' SRS U) 8371.9 —i T � \ 0 I EXTERIOR LIGHTS - UNIT A ADDRESS LIGHT, UNDER 18" O C �1 �(\i, BUILDIN SETBACK STEP LIGHTS, UNDER 18" 8370.6 -- H 12" f 6" RECESSED LIGHTS IN ROOF I / OVERHANG H CD 1-RECESSED LIGHT @ENTRY 6 � Rs (L) L Rs� 2-SCONCES @ GARAGE I RS -SCONCE AT HOT TUB DECK BEDROOM #3 ----- RS I (PROJECT BENCHMARK) SEWER MANHOLE MH 0720 » RIM ELEVATION = 8367 7 I 6' IN VER T ELEVA T1 ON = 8357 EXTERIOR LIGHTS - UNIT B 2" ADDRESS LIGHT, UNDER 18" -STEP LIGHTS, UNDER 18" ° CPO SCONCES @ GARAGE 1-RECESSED LIGHT @ ENTRY V 1-SCONCE AT HOT TUB DECK •. U) •' � -STEP LIGHTS, UNDER 18" � N `' • Rs �� • L - RECESSED LIGHTS IN ROOF � T 8366.3 �, • c L , OVERHANG I �}., Si H � �� V 1-RECESSED LIGHT IN DECK Z TREEL lNE I J O (TYPICAL) Rs ` p. �V SOFFIT 8007 5 PEAK I H o / O U 64. ® T VI WP OIN CPO / 36 ° OUTLINE OF NEIGHBORS HOUSE co� ! 8 8 co LOT 9 ��9602 FIRE PLACE PROJECT . 1209 &/ 8362.7 y D A T E DRB 12.10.12 / 3 REVISIONS : ee 01 .02.13 PERMIT 03.14.13 z °� �° / �� SITE LIGHTING: \ OO 10 TOTAL- RECESSED CANS: 4 QTY, BEGA: 6826LED VIEWS ROCK oUTCRoPPiN6 / O 1 7 TOTAL- SCONCE: 4 QTY, HINKLEY ATLANTIS: 1640BZ-LED s� O � SITE LIGHTING, UNDER 18" 4 TOTAL- STEP LIGHTS: 4 QTY, BEGA: 2191 LED Q ) 6��s yo S I M 3 TOTAL- LANDSCAPE LIGHT, HINKLEY: 1518BZ-LED z �— --- -- t 2 TOTAL-ADDRESS MARKER LANDSCAPE LIGHT, BEGA: 8660MH Q o � 83 EDGE OF ASPHALT / BUILDING / SETBA CK / iO N25:24 '54 "E QJV2 ACRES 2 „ , / AvaPrES� .3W B007H F COW FOUND No. 4 RESAR WITH BLUE PLASTIC CAP L.S. No. 95296 �s ELECTRIC GRAPHIC SCALE S�rRANSFORMER 20 o ,o 20 4 EXTERIOR LTG. � 8357.2--J PA TH s O 1 PPlN 1 inch = Ro tw s v�/ SEWER MANHOLE MH 0780 \sFy 6O ` 1 10 RIM ELEVA TION = 8357 5 00 IN VER T (N) = 8344.3 INVERT (S) = 8343.9 s �s AOm3F�SF�F� INVERT (E) = 8344.2 \ \ sue\ FOUND No. 4 REBAR s WITH 1%2" ALUMINUM CAP L.S. No. 6844 sue, Q I-- Lo N oo N Ltd cV fl_ Lo CIO T c0 �� -- 0000c0 o � � - o _ o � � Z3 vrn ll ll ll --- / 594 TOTAL #1 a--+ Q 588 BELOW GRADE - a �,ELEVATION #2 j 404 TOTAL i 172 BELOW GRADE Lm z 3 - / EL. 8374'-0" 4 _i ELEVATION #4 --- 503 TOTAL -- \ 207 BELOW GRADE SET 0 � ELEVATION #3 594 TOTAL Q - ^ 133 BELOW GRADE U ------ z - UNIT A BASEMENT DEDUCTION = N O CZ T o ---- ^ LL (D < H J LL 0 I - W a ELEVATION #1 614 TOTAL Z 283 BELOW GRADE / Ce) / EL. 8359'-6" i ELEVATION #2 P R O J E C T : 1209 614 TOTAL �E 425 BELOW GRADE DATE : 11 .05.12 \ REVISIONS : DRB 11 .12.12 1 .02.13 c> \ ELEVATION #3 \ 6'0 284 TOTAL 212 BELOW GRADE \ ELEVATION #4 \ 242 TOTAL \ 54 BELOW GRADE \ UNIT B BASEMENT DEDUCTION C 1 BASEMENT LEVEL A UNIT BASEMENT DEDUCTION: B UNIT BASEMENT DEDUCTION: 2095 SF TOTAL WALL AREA 1754 SF TOTAL WALL AREA 1100 SF WALL AREA BELOW GRADE 974 SF WALL AREA BELOW GRADE 52%BELOW GRADE 55%BELOW GRADE BASEMEN T LOWER LEVEL= 1709 SF LOWER LEVEL= 1706 SF <888 BASEMENT DEDUCTION> <938 BASEMENT DEDUCTION> DEDUCTION LOWER LEVEL= 821 SF GRFA LOWER LEVEL= 768 SF GRFA BASEMENT CALCULATION 40 AOM p r-- Lo N Co N Lo N Il- 1_0 CO N O O 00 O CD ------------------------- o OU � QOOO b U C') 0) II — I O Q Fox I II I I I II II ii II � II II II II II II III I , II I , I I ._ UNIT A MAIN LEVEL = 1125 SF (!� (D A L UNIT A MAIN LEVEL = 1294 SF UNIT A a LOWER LEVEL = 1709 SF <888 BASEMENT DEDUCTION LOWER LEVEL = 821 SF GRFA II II II UNIT A GARAGE 587 SF II II II II II II _-_-_-_--- U U) UNIT Ao SOWER �EVE� UNIT Ao MAIN �EVE� UNIT A; UPPER �EVE� = N O T Q _ l/8„ _ �'—o„ 3 _ �'—o" ♦L z Or Q Z � J J ® 0 (_) O �- M � J O 'J 77 0 i UNIT B j UPPER LEVEL= 1298 SF UNIT B LOWER LEVEL = 1706 SF UNIT B i PROJECT : 1209 = 1124 SF <938 BASEMENT DEDUCTION MAIN LEVEL LOWER LEVEL = 768 SF GRFA D AT E : DRB 1 .02.13 UNIT ii REVISIONS : GARAGE = 5B2 SF i •• �� PERMIT 4.04.13 • °� ® 1 • LL------------------- Fl • • s • • • sI • I • UNIT Bo LOWER LEVEE UNIT Bo MAIN LEVEL UNIT Bo UPPER LEVEL 4 fig„ °—o„ B o„ = 0 0 GRFA SUMMARY A UNIT GRFA: LOWER LEVEL = 821 SF GRFA MAIN LEVEL = 1125 SF GRFA MAIN LEVEL = 1294 SF GRFA TOTAL GRFA: 3240 SF UNIT A GARAGE 587 SF B UNIT GRFA: LOWER LEVEL = 768 SF GRFA GRFA MAIN LEVEL = 1124 SF GRFA MAIN LEVEL = 1298 SF GRFA CALCULATIONS TOTAL GRFA: 3190 SF UNIT A GARAGE 582 SF TOTAL PROPOSED A+B: 6,430 SF TOTAL ALLOWABLE: 4,600+1,900+270= 6,770 SF AOm5 C) r-- Lo NOo N Lo N ti Lo CO N O .� X T T O CO O (.0 _0 OU d' d) O Q -111-- O O O c � O `~ cn ------------ I SEAL ALL PENETRATIONS (IE PLUMBING,VENT),CONTROL . JOINT AND BETWEEN SLAB U) AND WALL EXPANSION WITH POLYURETHANE CALK ::1 E I I � � C n —I I I I I -------------- n --------------- - - VERTICAL"T"TO CONNECT PERFERATED PIPE. USE CAP TO KEEP DEBRIS FROM ENTERING PIPE. KEEP POSITIVE SLOPE FOR VENT PIPE ONTINUOUS LOOP PERFORATED PIPE W/FILTER o 6-2" I �� FABRIC SET IN CLEAN FREE a DRAINING GRAVEL V I � N I r O LL O < OO n Fl— O 00 O T I I I O Q n ® J > �rN I o® co I � O F__ - - - � n � I n I CONTINUOUS LOOP 8'-0" F_ —1 I I PERFORATED PIPE W/FILTER VERTICAL"T"TO CONNECT PERFERATED FABRIC SET IN CLEAN FREE PIPE. USE CAP TO KEEP DEBRIS FROM DRAINING GRAVEL ENTERING PIPE. I I PROJECT : 1209 KEEP POSITIVE SLOPE FOR VENT PIPE n n I I D A T EPERMIT 4.04.13 II I USE NON-SHRINK GROUT AT I I REVISIONS : STRUCTURAL BLOCK OUTS I I I USE NON-SHRINK GROUT AT I I I I SEAL ALL PENETRATIONS (IE: STRUCTURAL BLOCK OUTS I I I PLUMBING,VENT),CONTROL JOINT AND BETWEEN SLAB AND WALL EXPANSION WITH POLYURETHANE CALK II II II I I I II II II I I I II II II I I I L _ _ _ _ I L - I I I n L I I II I I I n II I 1 RADON MITIGATION PLAN FLOOR PLAN Al ■ 1 .. 0 N Lo N � Lo CO N O A3.4 r 0 0 0 C0 70 a I O Q_ +1__j TO 0 I V/ W W F ZSLAB ON GRADE 1� 2 1 A2.1 2 A3.1 A3.1 16'-0" 27-671" 26-52' 91-01, I 0 U) O M � To 0 1 4"SCHEDULED 40 PVC RADON VENT BATH A3.3 1 PIPE,VISIBLE FOR U TUBE INDICATOR 113 �,N CLOSET z LAUNDRY O i 0 Lo - 110 112 I O J /J 1 I— � H 113 IL Lo 110 U L) O O STONE VENEER �1 � MECH RM �� - ��� 0 A4.3 CLOSET AV EO. ~ O _ FD 101 -,N 1=FORAKE � � T LR /� J Cn T� RAIR W -,N , ,,, B - BEDROOM #3 I O 16 2z M 3z 8'-1 0a � 9'-8" 111 I O 10 /� 03' O I B - BEDROOM #1 1 C9 B - MEDIA RM M 102 `o 100 I r CL 1 EL. 8359'-6" 7 A2.3 J 1 T.O. SLAB H oa 5z�� 11'-6" 5'-9" 3z �5'-6" 5z" 1 '-6'-$" 52 8_81," i 3' SB.. 3 ' PROJECT : 1209 C? w2oi � VANITY B - BEDROOM #2 DATE : 11 .05.12 108 1 . - - REVISIONS . A3.2 09 q CLOSET 1 "' UP I DRB 11 .12.12 107 Q STORAGE ao 11 .21 .12 r 0 109 2os FP LGED EL. 8368' 12.10.12 _o'o" V HB TOW DRB 1 .02.13 00 r DRB 2.18.13 HOT TUB I SLAB ON GRADE BATH PERMIT 3.14.13 105 O EL. 8362' PERMIT 4.04.13 2 _ GRADE BENCH ios = O _7 V H os m co HB VANITY cP LANDING UP N I GAS METER � 106 TILE 150 � _ �gL EL.20 204 `o ELECTRICAL METER EL. 8364'-3" T. . FIN. LINE OF DECK o —J ABOVE T.O. PLYWD. COMPOSITE DECKING 203 - I I M 16-6" 16-0" zle 28'-0" 26'-0" 12'-0" Ile 24'-0" 4'-0" FLOOR PLAN A2.2 1 UNIT B: LOWER LEVEL FLOOR PLAN Al ol p I� Lo (\I co N Lo N 11- Lo CD N O . X r � G7 7-0" 1 20'-0" 4'-0" O CC) O (D _0 0U d' d) 1 Q + O O A3.4 STONE VENEER 1 O � C A4.3 p Q — w1o1 co _ I o Q LINE OF DECK Q cr° ABOVE `° (U A- BEDROOM #1 104 L FP HB SHOWER U Z w 0] wloz VANITY ❑� BATH ,o, 106 TILE CID 2_, 107 �7) rIN VANITY M 106 LOSET l 0-81 - 105 OP CLOSET 110 � ,04 1 4 co p -iN U , zo 1 ,03 a ,os TILE FD ° ° A- BEDROOM *2 CID 103 N N 109 MECH RM. 103 1 1 LINEN _ AV EQ. EL. 8369'-511 EL. 8372'-5" T.O. DRIVE T.O.W. r , 16'-0" 27'-62" 26'-0.. gl g211 32•• 14'-10" 32 3'-112' 32" 10'-0" 2 V 1 2 =LED 40 PVC A2.1 N O A3.1 A3.1 STONE VENEER IPE, VISIBLE CEMENT PANELS- 2 A4.3 DICATOR. c2ol AINTAIN E " ^ Z_ i B - GARAGE LANDING HANDRAIL @ 36" HT.; .� J U T.O8S6AB 0 4 206 150 8 T 11'7 UP PER R311,IRC 2012 1 0 C? W LL 0 4"SCHEDULED 40 PVC RADON z m ° ° ° ° EL. 8379'-9" TN A3.3 zoo VENT PIPE = 208 0 2° - w TO- A - MEDIA RM O O -IN 10o M J W I..I..I o Dzo1 W HOT TUB EL. 8374'-0" BUILT-IN EL. 8369'-6" W ® Q 0 3 101 T.O. SLAB J > O 210 CUBBIES - o T.O. PLYW = CARPET O CEMENT PANELS O 1 w m cn STONE M U , wzn A4.3 B - DINING b" UDR 201 B ENT a �+ 204 200 0 0- _ 1.. O 14'-02" 2 5'-2" 2 7' 12' 52" O O FP l04 00 L. 8 6 - 4' 8369'- -4 `n HB -I" co �" L. 8 70'-0" T.O. B SLAB � D w O. LYWD. L PE FD SLOP SLOPE- FD L PE T FP 521 16'7" 0 32' S�_82 FD 32' HB - HOT TUB 100 SO. IN � PWD RM o w w OPENING,3"HT LAUNDRY 202 N l05 LOUVER VENT TILE 114 PROJECT : 1209 L AR 1 TA HARGIN ION ° ABOVE DOOR OR �P „4 DATE : 11 .05.12 A2.3 ELOW 202 MAKE AIR I" 51 "' 511" 15 62 M �" REVISIONS : STONE EL. 8373'- 0" a E . 8369' 2" EL. 8369'-6" wooD „3o DRB 11 .12.12 ccq T O. PL D. T.O. PLYWD. DN 206 cP T E ° 1 11 .21 .12 HANDRAIL @ 36"HT.; _ A3.2 1 2.1 0.1 2 BATH DRB 1 .02.13 Ozi B - LIVING AREA 311,IR 20MIN. RATED D OR W/ EL. 8369'-102" ~ -1 113 205 SELF-CLOSER (1 HOUR T.O. SLAB N EL. 8373'-8" ,,, DRB 2.1813 STONE wooD P F F DN SEPARATION - 13 PERMIT 3.1413 TILE REF i o CP �� N 2 = r m � = T c 0 PERMIT 4.04.13 106 N A4.2 @ B - KITCHEN °' CO °' 00 A- BEDROOM #3 DW o 111 < TV NICHE O GAS APPLIANCE FP CLOSET , O T T wzls 112 FP W.P. STONE' zla w215 HB zle 2n STUB LANDING C? DECK wz18 250 Lo ®�® J, EL. 8375'-3" DEMEINI 1 PANTRY 00 T T.O. PLYWD. - ANELS 00 219 220 W221 FLOOR PLAN 16'-0" 28'-0" 26'-0" 12'-0" 24'-0" 4'-0" 29'-0" 1 A2.2 UNIT B- MAIN LEVEL / UNIT A - LOWER LEVEL FLOOR PLAN 1 1/4" = V-0" 7-0" 20'-0" 4'-0" I� L(') N 00 el N U7 N I� Lo (D N O X T T 1 O co O (D A3.4 70 -0 O r- � 1 O CEMENT Wllo A4.3 Q O P_ (O PANELS Lo GAS CEMENT U) STUB PANELS a 2 112 Lu o A4.2 a a EL. 8383'-8" O a = T.O. PLYWD. wll3 U) z FP "B - LIVING AREA N o9 0 ._ — � W.P. STONE 206 `o DECK 114 GUARD; PER R312 wlll L wll5 W 116 I 0..0 GAS METER L DW ELECTRICAL A- DINING METER Wi n 205 T :1 T T O Q N A- KITCHEN REF , 204 p'-312" - 5'-011 - 41-02,, 10'-0" E L. 8384'-0" COMPUTER 1 T.O. PLYWD. NICHE PULL OUT PANTRY A2.1 16'-0" 201-511 7. 12.. 26'-0" -5211 wns BAR los 2 V 10, If 1 2 0 203N 4"SCHEDU ED 40 PVC A2.1 ENTRY ROOF A3.1 A3.1 202 M MUD RM IP OFF SET IN FR MING V EL. 8380'-6" STONE VENEER CEM NT ELS N 22 22 T.O. PLYWD. o � T 202 201N U. �• ' 4" SCHEDULED 40 PVC RADON %�N DN o r Z � VENT PIPE, POWER SUPPLY IN 22 LANDING R 7" 1 J O DROPPED CEILING FOR RADON 250 T 11" _ J FAN IF REQUIRED USE ISOLATIO � - EL. 8390'-6" STONE - A3.3 -H+ LL zz AU PL O zz5 C? T.O. PL D T TIMBER 200 W 107 BATH EL. 8385 '-6" ® U soak% 308 HANDRAIL T.O. PLYWD. Dlol 7, @ 36" HT.; 9131,7. 7'DN J rN PER R311 T 11 IRC 2012 STONE ® Q OPEN TO r WOOD BENCH O J \ BELOW T zw 20MIN. RAT D DOOR WV FP w B - BEDROOM #4 0 j r 307 Zo STONE VENEER SELF GLOB (1 HOUR "B O r SEPARATION) M 2 CLOSET EL. 8385'-4 4 3" J 305 T.O. SLAB 1 - II I EL. 838 12'-02" 52 7'-0" 52 T-12' � O. S 10 00 2 HT. WALL SLO FD SLOP A2.3 I 0 3os A- GARAGE on 2 PROJECT : 1209 18'-7" , 61-611 ' 20 a- A4.3 DATE : B - BRIDGE - - EL. 83 5'-0" 11 .05.12 300 °D OFFICE CLOSET oo T.O. PLYWD. fn II co �lol REVISIONS : N i 2 EL. 838Q-6" =N 306 309 O = T.O. PLYWD. Lo 306 T.O. SLAB 411 1 DRB 11 .12.12 0 B - MASTER BEDRM GUARD; o c" A3.2 = 11 .21 .12 301 PER R312 N N r� 301 IRC 2012 DN N It DRB 1 .00.13 _ = w DRB 2.18.13 W Lu PERMIT 3.14.13 F Ua Ua w23i o 0 PERMIT 4.04.13 LLI ROBE I 0 � HOOKS ° 100 SQ.IN. = SLID E FD SLOP ° BATH OPENING,3"HT > j I 302 LOUVER VENT F- 30 w z ABOVE D OR p m �-L- - - - - -- - - - - - - - - - - - - REQUI O T W MA P AI 0 300 3oa a CHANGE IN CEILING FD w/D LANDING HEIGHT CEMENT Z WC UNDR 250 OgL PANELS 303 304 LINEN EL. 8375'-3" SHOWER T.O. PLYWD. SIN 22 230 16'-0" 28'-0" 26'-0" 12'-0" 24'-0" 4'-0" 1 A2.2 FLOOR PLAN 1 UNIT B- UPPER LEVEL / UNIT A - MAIN LEVEL FLOOR PLAN Al m3 1/4" = V-0" p I-� Lo CV o0 N Lo N f- Lo (D N O X T T 1 31'-0" O 00 O CD A3.4 -0 O d1- � 0 a +— O � 0) o U) F I I I I I I II it � I I I I I ^, W , I II L , I I I I I I I I I I I I I I I � i w121 I 52 12'-0" 51" 7_02-1" 32' 10'-32" �" Izo 10 0 100 0 o wlzz CLOSET WC 305 0 307 1 u 307 O N CJ ❑ 100 SQ. IN. ,\ BATH z 4-j A- MASTER BEDRM OPENING,3"HT r306 302 LOUVER VENT TILE V J 1 ABOVE DOOR WOOD 1 EL. 8395-0" REQUIRED FOR T.O. PLYWD. WOOD MAKE UP AIR 4" SCHEDULED 40 PVC 303 3oa RADON VENT PIPE, POWE 2 `V T 1 2 ❑ FD A2.1 V Q SUPPLY IN DROPPED A3.1 A3.1 � ENTRY CEILING FOR RADON FAN IF STONE VENEER 301 DN/ w D REQUIRED USE ISOLATION 0 [Lad LAUND Y UPLINGS. F 301 304 w J J - - — - - - - - - - — - - — - - — - - - - - GUARD; `� N O O PER R312, IRC 2012 1 r 0 r BRIDGE M J I LANDING 300 wll9 o A3.3 W _ ---- ---- ---- --- ----- ----- ----- ---- ---- --J - --- --- -- ----- ----- ---- 250 • OPEN TO BELOW � O EL. 8390'-B" EL. 8395-6 ENTRY ROOF T.O. PL D. 8 R 7.5"DN T.O. PLYWD. EL. 8396'-6" 7T 11" co I T.O. PLYWD. o WOOD W 127 /TIBER c 1 -- -- -- ---- -- -- -- ---- - l l RADON VEN CAP VARMINT SCREEN; EXTE D 12"ABOVE OOF. CLOSET BATH DAR BROZ PAINT O 311 wiz6 MATCH ROO 310 PROJECT : 1209 DATE : 11 .05.12 w 311 REVISIONS : 1 I , A2.3 CID U l 3OS WO D EL. 8396'-6" DRB 11 .12.12 UP T.O. PLYWD. 11 .21 .12 A- BEDROOM #4 12.10.12 309 DRB 1 .02.13 I DRB 2.19.13 N 308 1 NN PERMIT 3.14.13 A3.2 0 PERMIT 4.04.13 �- ---- --- ---- ---- - -- ---- ---- ----L--]---- ---- ---- ---- ---- ii ---- ---- ---- ---- ---- ---- --- --- ---- ---- ---- -- ---- --- FOLDING WALL SYSTEM, STACK INTO WALL NICHE I � li it l w,zs OFFICE 0,x O308 LOW WALL I -- -- -- ---- -- -- -- - -- - , I it I I I I I I I I I I I I --- ---- --� I L- ---- ---- ---- --- -- ---- ---- W 124 FLOOR PLAN 121-011 24'-0" 4'-0" A2.2 1 UNIT A - UPPER LEVEL FLOOR PLAN Al 0 1/4" = V-0" i p I-- Lo N oo N Lo N f- Lo CO N O . x T T 0) o 00 O (o -- q -0 OU � O 41_ II \ 4'-0" Q a--��� O.H. O O O U d7 C3� O Q 4-a 11 O II cn I \ \ SLOPE -j O I \ 2:12 w cl I \ , o \ '_ I \ -i \ \ I w I- j� O \ \ II I L 1 � � o \ O - - - - 0 - � L - - - - - - - - - - - - - - - - - - - - - � � - - - II I \ \ \ NEW METAL STANDING SEAM \ ROOF (PETERSEN ALUMINUM - 1 II DARK BRONZE), OR SIM. O� \ WALL BELOW O I 1 4'-0" O� O.H. O I I I I I I I ' 4 0 SLOPE 2:12 � O 0 RADON VENT CAP W/ I I \ EXTEND 12" BO ROOF. \ p DARK BROZN AINT TO ° I I IF II 0 \ II wo I � \ I I \ 0 - - - - - - - - - - - 0 I \ Am E . 8395'-10" I .I . PL D. LL I o N \ U� NEW METAL STANDING SEAM , (� CV ROOF (PETERSEN ALUMINUM - EL. 8395'-2" I DARK BRONZE), OR SIM. VI T. PLYW i — — — — — — — — — — — — — — — — — \ Q r-N \ EL. 8380-6 I m. z CC I WALL BELOW o = r O N i T.O. PLYWD. I I - ° J I J 0 ENTRY ROOF J O J O I EL. 8408'-f" \ w w I=- I EL. 8381'-0" _ _ _ _ _ _ \_ _ _ _ _ _ _ _ _ T.O. STONE \ LL 0 T.O. PLYW — - - - — - - — — — - - - -- I I \ O O U _ I I— _ I I O t \ \ I I I I I I O Q \ RADO VENT AP W/ O I I 4'-0" w IVARMINT SCREEN; I I O.H. Le 0 EXTE 12"AB DVE ROOF. \ M DARK ROZN INTTO ` o MATC ROOF I I 210PE I Ij II I II I I II II I II \ 11 I I II _ 0 11 11 11 II I I I 1 1 = o PROJECT : 1209 4'-0° 4'-0" I qp ° o.H. o.H. I -J DATE : 11 .05.12 I I j I 00o II w_. REVISIONS . I I I I I O. ' I SNOW GUARD DESIGNED FOR METAL I I DRB 11 .12.12 ' I ATTACHMENT TO STANDING SEAMS 11 .21 .12 I I 12.10.12 — - - \ T -- PERMIT 3.114.13 11 II II � � O II I o z 0 PERMIT 4.04.13 1 � O I O� I - L. 839 '-10" II II —� - - - - — - - � I I I w MANUFACTURER APPR VIED METAL \ ' SNOW GUARD DESIGNED FOR o = O� r I ATTACHMENT TO STANDING SEAMS \ I ;;tO C/) `V I � I PAINTED GUTTER&;'DOWN SPOUTS — EL.;83 -7 1i HEAT TAPE ALL GUTTERS AND — _ - - - - - - - - - T.O. PLYWD. L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J DOWNSPOUTS. DOWNSPOUTS TIE — — — — INTO FRENCH DRAIN SYSTEM / ;t O / I EL. 8 .O. PLYWD. NEW METAL STANDING SEA I O ROOF (PETERSEN ALUMINUM I NEW METAL STANDING SEAM Ov / DARK BRONZE), OR SIM. ROOF (PETERSEN ALUMINUM - ROOF PLAN DARK BRONZE), OR SI \ WALL BELOW � O WALL BELOW O O O - ROOF PLAN Al m5 1 1/4" = 1'-0" p I� Lo N co 1 Lo (D N O x T T O O (.6 A3.4 STONE PROJECTION n O I� N z d / _ / _ / O U ' (� O O O O Q r r r ARCHITECTURAL STONE PROJECTION a--+ \\ - W _ _ /r r/ /r / /i r i i/ / /r / / STUCCO W/ ZV W - r - r METAL ACCENT -- 12 2 0. A3.1 U) UNIT A: METAL FASCIA,BRONZE UL MASTER EL.8ASTE" WOOD SOFFIT 2 - - W _ LLI STUCCO W/ ///-- o METAL ACCENT METAL STANDING SEAM,BRONZE METAL FASCIA,BRONZE 22 \ CANTILEVERED UNIT A: / - / - \ ENTRY ROOF \ / MAIN LEVEL., EL.8384'-0" - - - \ - UNIT B: UPPER LEVEL EL.8380'-6" 4x6 CEMENT PANELS 4x6 CEMENT PANELS STONE VENEER EXISTING GRADE& L UNIT A: PROPOSED GRADE _ \ \ 201 209\ 208 CABLE RAIL LOWER LEVEL - G201 WITH STEEL POST V EL.8374'-0" - / ;/' / /�,/ - \ 20 \ • UNIT B:MAIN LEVEL \ \ \ EL.8369'-6" �- C) 4x6 CEMENT PANELS - - i - - - - r - - SCONCE LIGHT , r_ - , r_ - , r_ - , r_ - , r_ - , r- W OO O R _ - - _ _ - - _ _ - - _ _ - - _ _ - - _ _ - J J FROSTED GLASS _ - - _ - - _ - - _ - - _ - - _ �}� LL 0 GARAGE DOOR 1 U.4 SEE DOOR SCHERDULE _ // _ _ _ // - _ _ // r/ - _ _ // - _ _ // - _ Q STEEL COLUMN T WEST ELEVATION , / __ -__ — -_ -__ — -/ __ -__ — _ _ W/STONE BASE O J 1 - _ - - / - - / / - - / / - - / / STONE VENEER 1/411 11-011 co UNIT B:MAIN LEVEL O - -_ EL.8359'-6" - co All 1 A011 1 METAL FASCIA,BRONZE A3.2 A3.3 IHIIH WOOD SOFFIT PROJECT : 1209 EXTERIOR FINISHES DATE : 11 .05.12 STUCCO W/METAL ACCENT STONE: REVISIONS : METAL STANDING SEAM,BRONZE OZARK BLUE/GREY LEDGE (SIZE 12"-24") DRB 11 .12.12 W125 \� 126 � W120 wooD SOFFIT \ NATMURA C- NATURAL GRAY (N250) 11 .21 .12 METAL FASCIA,BRONZE AMERICAN FIBER CEMENT CORPORATION 12.10.12 W119 DRB 1 .02.13 STUCCO: DRB 2.18.13 BRIARWOOD E-73 (BENJAMIN MOORE) PERMIT 3.14.13 SOFFIT: 0 PERMIT 4.04.13 CEDAR NATURAL FINISH UNIT A:UPPER LEVEL:GUEST RM _ ROOF: EL.8396'-6" NEW METAL STANDING SEAM PETERSEN ALUMINUM DARK BRONZE, OR SIM. \ FASCIA: STUCCO W/METAL 109 \\ DARK BRONZE ACCENT W107 WINDOWS: \� DARK BRONZE G 101 \ \ \ W108 4x6 CEMENT PANELS 4x6 CEMENT PANELS O \\ 101 O ENTRY DOOR: \ \ STONE VENEER TEAK SCONCE LIGHT \ \ GARAGE DOOR: FROSTED GLASS UNIT A:GARAGE _ L �k-\ Li EL.8385'-5" 1 FROSTED GLASS JJ GARAGE DO SEE DOOR SCHERDUL Q WOOD ENTRY DOOR ELEVATIONS W/GLASS SURROUND PROPOSED GRADE - EXISTING GRADE NORTH ELEVATION A201 2 1/4" = 1 -0 O ti Lo N CO N Ln N I�- XCTD T 0') 1 O co O CD A3.4 7C) 0 It 0')Q 12 Q ® o o 2 - - / - - - - / - - - +-+ U) / \ 2 W 124 QF- \ r METAL STANDING SEAM, - BRONZE 1 2 - // / / U) UNIT A: UP METAL FASCIA,BRONZE A3.1 A3.1 _ _ � _ _ � _ PER LEVEL: GUEST RM j i j r UNIT A: UPPER LEVEL: OFFICE EL.8395'-6.. E" MOM mu i - UNIT A:GARAGE EL.8385'-5" \ \ _UNIT B:UPPER LEVEL 0 EL.838 '-6" 214 215 216 217 WOOD SOFFIT - _- - 104 4x6 CEMENT PANELS CABLE RAIL WITH 21 �� STEEL POST \ \ 22 - V - --- - UNIT A: - LOWER LEVEL EL.8374'0" P n �// N O STUCCO W/METAL ACCENT T - STONE VENEER L 1-111IT B:MAIN LEVEL Z CC EL.8369'-6" J O o O U M F-- J L�- _�� III III L.LJ O Q �- - - - - IIII III I > r - - - - - -_ _ _ _ �L - - � O J _ _ _ -L - co W _ - - - - - - - - - - - - - - - - - EGRESS WINDOW co _ UNIT B:LOWER LEVEL EL.8359'-6" STONE VENEER STUCCO W/METAL ACCENT HOT TUB DECK ------------ STONE RETAINING/ PRIVACY WALL EXISTING GRADE PROJECT : 1209 PROPOSED GRADE DATE : 11 .05.12 REVISIONS : EAST ELEVATION 1/4 - 1 O DRB 11 .12.12 C(' 2 11 .21 .12 EXTERIOR FINISHES 12.10.12 DRB 1 .02.13 STONE: DRB 2.18.13 OZARK BLUE/GREY LEDGE (SIZE 12"-24") PERMIT 3.14.13 CEMENT PANEL: PERMIT 4.04.1 3 NATURA TC- NATURAL GRAY (N250) AMERICAN FIBER CEMENT CORPORATION STUCCO: BRIARWOOD E-73 (BENJAMIN MOORE) SOFFIT: CEDAR NATURAL FINISH ROOF: NEW METAL STANDING SEAM PETERSEN ALUMINUM - DARK BRONZE, OR SIM. FASCIA: DARK BRONZE WINDOWS: DARK BRONZE ENTRY DOOR: TEAK GARAGE DOOR: FROSTED GLASS ELEVATIONS A202 p ti Lo CV co N Lf) N r- Lo O N O .� v T T O co O CO O OU It O Q + O O :3 O � � O Q '� rill, 1 ._ ARCHITECTURAL A3.3 A3.2 STONE PROJECTION METAL STANDING SEAM,BRONZE L - - \ METAL SNOW GUARDS - / �j — - / \ STUCCO W/METAL ACCENT METAL FASCIA, _ BRONZE WOOD SOFFIT / r // // METAL FASCIA,BRONZE W112 W113 W114 W115 �j STUCCO W/ METAL ACCENT METAL CLAD WINDOWS,BRONZE - W118 4x6 CEMENT PANELS / 12 4x6 CEMENT PANELS / 2 WIII 1 CABLE RAIL WITH STEEL POST �\ 22 W 117 � 0 U) N 22 1 H T C) 2 O Q MM 7 I.1. Z cli 0 N UNIT B:UPPER LEVEL EL.8380'-6" O O LL 0 _ wlol \ \ o \ J 1 = M L g Lu 0 > W218 O co \ _ CABLE RAIL WITH STEEL POST O W210 ( i STEEL COLUMN W/STONE BASE UNIT B:MAIN LEVEL EL.8369' PROJECT : 1209 STONE VENEER RETAINING WALL - - — - DATE : 1 1 .05.1 2 20 STEEL COLUMN R E V I S I O N S : W/STONE BASE _ DRB 11 .12.12 rr _ r r 11 .21 .12 12.10.12 - - - DRB 1 .02.13 DRB 2.18.13 PERMIT 3.14.13 - - - - 0 PERMIT 4.04.13 UNIT B:MAIN LEVEL EL.8359'-6" STONE VENEER EXTERIOR FINISHES SOUTH ELEVATION STONE: 1 1/4" = 1'-0" OZARK BLUE/GREY LEDGE (SIZE 12"-24") CEMENT PANEL: NATURA TC- NATURAL GRAY (N250) AMERICAN FIBER CEMENT CORPORATION STUCCO: BRIARWOOD E-73 (BENJAMIN MOORE) SOFFIT: CEDAR NATURAL FINISH ROOF: NEW METAL STANDING SEAM PETERSEN ALUMINUM - DARK BRONZE, OR SIM. FASCIA: DARK BRONZE ELEVATIONS WINDOWS: DARK BRONZE ENTRY DOOR: TEAK GARAGE DOOR: FROSTED GLASS A2m3 -- 0 f-- Lo N 00 A4.1 i/ - Lo (D N 0 x �T-v-'� T '�^^ o TT. CL- \ UNIT B: PLATE HEIGHT O O O U d') () u) UNIT B: PLATE HEIGHT \ DROPPED CEILING,MATCH EL.8388'-6" \ \ / HEIGHT IN BEDROOM#4 1 x WOOD CAP O 2"x2'BAR STEEL RAIL °D (I� 1 _ j A4.1 GUARDRAIL WALL HT.36 BRIDGE A.F.F.w/WOOD CAP O� A4A SIM. _ 300 L _UNIT B: UPPER LEVEL IL EQ Zh LANDING �n OPEN TIMBER TREADS UNIT B: LANDING AL /// SUSPENDED BETWEEN EL.8375'-3" j WALLS CONTINUE CEMENT - PANEL INSIDE j M CANTILEVERED ® � STONE BENCH B - ENTRY UNIT B: ENTRY PLYWD.: EL.8370'-0" I� I�VIII�II�II�IIIIIIII I I =1I —IIIIII III III —III—III III III III III—III III LL=�� _ III III—III III III III III—III LL III III III III III-1111 LL LANDIN - III—III III III III III III—III LL 150 —III III III III III III-III IIIIII 11 III—III UNIT B: LANDING _I=1II IIIIII EL.8364'-3" III III III-III III III-III 1"TRIM FOLLOWS IIIIIIIIIIIII1 B - MEDIA RM TREAD -III-III III-III-III 1 oo NON-MASONRY WALLS III III III III-III 1 LAYER 5/8"TYPE"X" U -I I III1 III III-III DRYWALL @ WALLS AND III III III III-III - -III-III-III-III UNDERSIDE OF STAIRS III III III I- i = '— UNIT B: LOWER LEVEL III III=111=III -III SLAB: EL.8359'-6" U) A4 III-III III _ _ -III- 1 = CV iii iii iii iii-iii-iii-iii- � - I III III III-III III III III III III HEATED CONCRETE SLAB,RE:STRUCTURAL I III III �'{'� T Q -III III III III III III III III III 1111111 (REINF')SEAL VIII I Ir l =1 -III ♦v _ _ _ 10 MIL VAPOR RETARDER =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1= 1= 1=1 AT ALL EDGES AND PENETRATIONS_ 1=III III=1 1- U. C3 < III=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 I =1 _4"RIGID INSULATION R20 UNDER CONCRETE SLAB-1 _ _ = 1 =1 z -IIII I II I II I II I II I II I II I II I II I I III III-III-III. 4"GRAVEL,RE:SOILS ENGINEER I-III III-III I III-ICI 11 11 11 11 11 11 1 1=1 11 III—III—I 1=1 I—III—I 1=11 11 1111 11 11 11 1 I-I-I III—III— J J 1 �FC;TI(�N THRII 11NIT A +_j LL O 1/4" = 1'-0" 1 o U UNIT B: UPPER LEVEL J4 - PLYWD.: EL.8395-10" O UNIT B: PLATE HEIGHT O / 0 12 EL.8393'-118' 1 2 00 0 UNIT B:UPPER LEVEL co 1 .8390'-10" SLIDING BARN DOOR PNTD c, PROJECT 1209 g GYP.BD�_ d \// D A T E : PERMIT 03.14.13 1.2 OFFICE BEDROOM #4 306 3FO-71 REVISIONS : 0) LOW WALL / 2 j 2 A4.1 3"PNTD WD BASE i8"WARMBOARD _UNIT B:UPPER LEVEL / NON-MASONRY WALLS 1 / LAYER 5/8"TYPE"X"DRYWALL @ WALLS AND CEILING(TYP.)� STUCCO/ CASTER r � - rn r 20 AIN.RATED DOOR W SELF-CLOSER BUILT-IN BOOT DRYER \ (1 iOUR SEPARATION) --AND CUBBIES \ \ B - GARA 'F- 2FO-61 HEATED GYPCRETE L777777/ _ UNIT B: MAIN LEVEL = PLYWD.: EL.8369'-6" modmill/ov/1 III-(III (- STONE VENEER III-( III FUR WALL ABOVE - RETAINING WALL \j III IIII- /DROP CEILING HOT TUB ON FOR IIIIIII DRIP THRU PATIO SLAB MECHANICAL III-III DECK / MEDIA GYP B[rti BATH III—III—III- III=III 100 113 -IIIIII � II=III-III III-III-III- -III-III-III I-III-(III� 11 III=III _ _ / III=III=III- 3 III-III III III-1111111 I I�III III III III-III I � ( III 111= SECTION III11 III III III-III -Hi- h 1 1I UNIT B: LOWER LEVEL -III IIIIIIIIIIIII I I III III III-( III III- SLAB: EL.8359'-6" =1I F - - - - -1 1 1 III 1 =1 =1 =1 ( III III-III III-III-III III III=III-III-III - - - - - - - - - - -III- -IIII III-(III III III-III III-III III IIIIIII III III -HEATED CONCRETE SLAB,RE:STRUCTURAL- III L FOR RETARDER(REINF',SEAL =III11 =1 =1111 11-111—III ] I II I1 I —III-1113 111 I1 I1 II I1 I —( III 113 1111111 11 1 III=AT ALL EDGES AND PENETRATIONS . -1 —I 1 IIIIIII1 11 III—( III 4"RIGID INSULATION R20 UNDER CONCRETE SLAB 4"GRAVEL;VFY.W/SOILS ENGINEER A3m 1 2 SECTION THRU UNIT B 0" p r-- Lo N co N Lo CV f1_ Lo (D N O O W O (0 O OU d' O Q - O O O 0) 0) O Q `'- U) 1 A4.1 F- 2 H FOLDING PANEL g SYSTEM d �C0 BEDROOM #4 = LLI 308 OFFICE g 2 LOW WALL 306 A4.3 ~ UNIT A:MAIN LEVEL PLYWD.:EL.8396'-6" o UNIT A:MAIN LEVEL PLYWD.:EL.8395'-6" NON MASONRY WALLS 1 LAYER 5/8"TYPE"X" DRYWALL @ WALLS AND GARAGE CEILING(TYP.) DROPPED CEILING 207 CLOSET UNIT A:GARAGE 309 BRIDGE FjLYVVU.:ILL. 5 PNTD SLIDING BARN 3 00 -I I -III GYP.BID — III—III— DOOR MASTER BEDROOM -1 1—III III—III OFFICE 301 }+ 1=1 11=1 1= DROPPED CEILING 306 ;111=1 III—III FOR MECHANICAL PNTD —III III—III GYP.BD----_ UNIT B:UPPER LEVEL P� OIL III to III—III .: .8380'-6" V = - LAUNDRY MEDIA �/ N 114 / 100 C) I C I III-III- j 1—III III—III j NON-MASONRY WALLS 1 LAYER 5/8"TYPE"X" =III III=III j DRYWALL @ WALLS AND OPEN TIMBER — — — - = = = j HOT TUB PATIO W/ CEILING(TYP.) TREADS SNOWMELT 50"FLAT o SCREEN — B - GARAGE KITCHEN A4z O UNIT A:LOWER LEVEL If FLYVVU.: r , . t4- — — — — — — — — 206 ° 203 �- LIVING ARE HEATED o III III III III III—III III III T \ \ J/d/ WATERPROOF DECK T =1 III _ III-III-III III III-III III IIII -I B - ENTRY 206 3 a _ _ = HEATED CONCRETE SLAB,RE:STRUCTURAL = _ _ _ _ _ _ _ = o 0 200 �- - III-III-III III- I- - _III-III-III-III -III-III-III-III-III-III III-III III _ — , _ — �]1-1 A4.1 - III III-III III III III— 10 MIL VAPOR RETARDER(REINF.>SEAL Q �1� I 11=1 1=1 11=1 1=1 I_AT ALL EDGES AND PENETRATIONS 1 1 1=111=1 1=1 1=1 1=1 1=1 1=1 11=1 11=1 1=1 11=1 1=1 III A4.2 J \\ I I -1 1 1 I I I 1 1 I 1-1 1 1 — 4"RIGID INSULATION R20 UNDER CONCRETE SLABi — —I I I — — 1 1 1 1 1-1 1 I1 1 1 III — j O =1 —III III —III-111 _4"GRAVEL;VFY.W/SOILS ENGINEER -UNIT B:ENTRY F// 777777777=7 111IIIIII11 111-III - _ 1 -" ' " '-III-111 III-III=III,;,III , 1111111111�11111�11111�11111-111111111111111111 1111111111-IIII�IIIIi.�11111�11111�11111111111 � co III III III III-III- III III=III III-III -III III DROPPED 1 -III-111 III-III III CEILING FOR SLIDING BARN MECHANICAL III III-III-III-III -I DOOR I-III-III-III III l0 111 r -11 I III III III-III—T r III—III III III III III co PROJECT : 1209 111- —III - BEDROOM #3 MEDIA BEDROOM #2 CLOSET VANITY 0, BEDROOM #1 111 11 III 111 loo I loo 1 os i o7 104 102 1 DATE : PERMIT 03.14.13 1 1I 1I 1I 1111111111111-11111111111 REVISIONS : UNIT B:LOWER LEVEL SLAB:EL.83591 6 -111 I I - 111 III I I 111-111 111 I ' - _ _ _ _ _ - - --- _ - 1 — — — 1 1 — — 1— 1 — — — — — 1 — —1 — — — —I _HEATED CONCRETE SLAB RE:STRUCTURAL 1 — — 1— 1 — — — 1 — 1— _ 111 111 111 III 111 111 111 111 111 111 111 111 111 111 111 111 III 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 III =111=1 = 11=11 =111=1 =1 =11 =11 =1 =1 = 1 =11 =1 I-III= 11 P DE R 'I - I =11 =111=1 1= =11 =1 =1 = 11=11 = : I— 11 1 1=1 = 11=11 =11 -III=1 = 3 =11 - I I I I 111 I 0 MIL VA OR RETAR R( E NF.)SEAL I IT =111=1 I- =111=1111 =1 -11111 =111=111=1111 =111=111=1111 =1 =111=111=1 =111=111=1 =1 =11111 III=1 I1 AT ALL EDGES AND PENETRATIONS 1=111=111=1 =111=111=1111 =111=111=1111 =1 =1111 =1 =111=111=11 hN 111 A4.1 -111=1 =111=1 =111=111=111=1 =1 =111=111=1 =1 =111=111=1 =111=111=111=1 =111=111=111=1 =1 =111=111=1 =1 =111=111=1 =1 - =4"RIGID INSULATION R20 UNDER CONCRETE SLAB=111=1 =111=111=111=1 =111= 11=111=1 =1 =111=111=1 =1 =111 =111=11 = I- =111- =111-I I I I-III-111-I I III- I-III-I I I II I I I I I-IIII I III-III-III-III-II I-III-1111 I -111-III-II I I -111-I I-I I = 4"GRAVEL,'VFV.w/SOILS'ENGINEER I I III-III-III-111 III III-III-III I I III-III-III I -111-III-I 1 111 I� - �I I I III-II I-III-I 111 IIII-111 111 111-111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 11 1=111 111 111 111 III II 1 -111=111=1111 =111=111=1111 III=111=1111 -111=11111 III=111 =11111 I 11 =1111111 1111111 III- III11=1111 =111=111=111=111=1111 =11 -111=111=111=1 =11111=111=1 1=1 III =11111 =111- - - - - 111-111 - - II1 111 111 . 1_ 1 I II - - 1 _1 - - -1 -III III III III-III I III -111--III-III II I I III II III III-III I I III II III III III-III II I I III II III III-III II III-III II III III III-III II III III III III-III I I II III III-III III III III III III-III- I-III II III-1111 - I I I 1-1 - - - - - -1 -1 - -1 1-1 I- - - -1 -1 I- - -1 -1 - - -1 - - - I- - - - I- - - -1 - I - - - - I - - - - 1 - -1 I- - -1 - - -1 - - III I I III I I III I I I I I I III-III I I I I I III-III I I I I III III-III I I I I I III III I I III I I III-III-III I III I I III-III-III I I III-III-III I I III I III III-I� I �I I III I I I I I I I- 1 1 I 1 1 1 =I 1 1 1 =1 =I 1 1 1 I—I 11=1 I I—III=1 I =1 1 1 1 1 1 1 1 1 1 1 1=1 =III=1 1 11 1 1 1=1 I I=1 I =1 1 III II 1 I I=1 11-11 I= 1 1-1 1 1 1 =1 11=I I 1 =1 I=I 11=1 I 1=1 11=I 11= 1 SECTION 1/4" = 1'-0" SECTION A302 Q r'_ Lo N 00 N Lo N I­ Lo CO N O .� X T T M O 00 O co O 0 U d' O) O Q - O O O m � O Q `~ Al 4 +� STONE PROJECTION A4.1 TOW:EL.8408'-6" CRICKET I I o � I co T I I ix WOOD CAP I 2"x,-"'BAR STEEL RAIL GUARDRAIL WALL HT.36 I A.F.F.w/WOOD CAP I 1�l I UNIT A:UPPER LEVEL - I I 5- I O o I � I 0 O OPEN TIMBER TREADS SUSPENDED BETWEEN WALLS ® I DROPPED CEILIN CANTILEVERED STONE BENCH I UNIT A:ENTRY I `� PNTD BATH GYP.BD 777 1111111 1 -1I-1 11 cos LOW WALL 1 I III III III-III III III III-III IIII =1 1-1 II 1-1 1-1 VIII 1-1 1-1I 1-1 1=1 _ _I1 III III=111111 =11111 L BEDROOM #4 -III III-IIIIII1I III III-III-III-III PNTD 307 III III=1 =1 =1 I1 =1 =1 =1 II1 GYP.BD�_ III-III-III III-III-III-III III III-III L- UNIT a: UPPER LEVEL III-III-III-III VIII IIIIIIII PLYWD:: EL 8380's" .� -III=III 111111=III III III III III III III III=III ! MEDIA -1 -1111 III-Ill-III-1111 -Ill-III-III IIII 0 1"TRIM FOLLOWS I VII I III-111-111-III-III III 1—III-III i 00 TREAD -I I_II I I IIII 1 11 11-1 I II 11-1 I IIIIIIIIIII 1 � NON-MASONRY WALLS r n 1=111 1 =111=111=111=1 III-III III-III I 1 LAYER @ TYPE„X„ V/ DRYWALL @WALLS AND ^' O 111. 111-111-111=111=111=111=111=111=111=11 CEILING(TYP.) ` l -111-III-1111 I I 111-111-III-111-III NON-MASONRY WALLS T p 1 LAYER 5/8"TYPE X' o 1 111=11 I 111-111 111-1111 11-III 11 � � - Q 7 / DRYWALL @ WALLS AND O UNIT A:LOWER LEVEL —I 111-111=111=111=111=111=111=111 / UNDERSIDE OF STAIRS B - GARAGE FILYVVU.:ILL.6374'-0" I 207 \ \ z IIIIII111IIIIII11 O -I 1 -1111 11 1 —III HEATED CONCRETE SLAB, III I111IIIIIII I -III III 111 III 111 III 111 II RE:STRUCTURAL -111 11=111=111= -10 MIL VAPOR RETARDER(REINF.)SEAL AT ALL EDGES AND- -_ - p -_ - p -I 1=1 1=1 11 1=1 1=1 1=1 1=11 11 1=1 1=1 1=1 11 1= 1= _ -I 1=1 III I o o U I=111=1111 I 1-111 III-III-111 111-1111�I 111 111-Ill 1 I 11 � IGID INSULATION� � � �� � � � � � 1 III 1 I 111 1 11 I 111 111 III 111 III 1 111 1I I 111 ETRA R20 UNDER CONCRETE SLAB-II 111-111 0 �- 11 1=111=1 I=111=1 I -111=1111 =111-111-111-111=11 4"GRAVEL;VFY.W/SOILS ENGINEER-111-1111 1 111 111111 = _ _ _ _ _ UNIT B: GARAGE _ 111 =1 =11111 I1 I 1=1 I1 I1111 =1 =1 =1 =111 =111 - 1IIIII1IIIIII1 —II =III- III—III-111- 1 1-111=111 III1 I I1 I II I II I I-1 I I1 I II I I�I I I III1 I I1 I I-1 I I III- Q III=11 ICI IIII1 11 1=1I 11 11 11 I - � 0 __)U CC) 1 1 1=1 11=1 11=1 1 11 11=1 11=1 I I-III III � I 1 11 I I I I , III I ' �� 1--] CC) -III III III=III III III-III Q -1II1II1II1II1II1II1I I1 1111II-1111 0 - ��� -= � � -- ��� - 11 -1111 111-11111 III LOSET BATH LAUNDRY III-111 IIII - - 0°�0°_ co IIIIII111IIIIII I I I I I1 I II 11 2 113 114 I -III-III-III- IIIIIIIIII I I III1 1 1 1I1 1I1=111-1 11=1 1 -1 11 11=1 I I III-III III1 11-1 I I- — a —�0 __ -III III=III III 4=1 1=III=11 - 3 - -°�0�-�- I A4.1 ��_ _ PROJECT : 1209 UNIT B: LOWER LEVEL 00� 1 11 11 11 1 l SLAB: EL.8359'-6" — — — — DATE : PERMIT 03.14.13 11111 -1II III-III- _14 111 - -1 I III 11 1 1 III 11 1_111 111 111 III 1 11 II HEATED CONCRETE SLAB,RE:STRUCTURAL 1-111— I�- REVISIONS : iiiiiiiiI � III III III III III I 1 III III-III-1 III I 10 MIL VAPOR RETARDER(REINF.)i SEAL AT ALL =III 1 1 1 I I I I I I I I I I��1�11�11 I I I 1 111 I I 1 111 I I 1 I 1 I I I I I 1 I I 1 I 1 111 1 1111 I I 1 I 1 I I 1 111 14'R G DANSULATIONAR20 UNDER,CONCRETE SLA I I 1 111 I I 1 I�I.I I�I I I 1 I� 0 PERMIT 4.04.13 � I_�III111IIIIIII 11 111-111-III-III III III-III= 4"GRAVEL,VFY.w/SOILS ENGINEER I I-III-111-III-III-111 111111 1111 1111 1111 111 III III—III 111 —III III 1111 11111 1 1111 1111 1 SECTION 1/4" = V-0" SECTION A3m3 O r-- Lo N o0 CV Lo N ti Lo (o N TO x T T �0) O 00 O CU O 0 U d' 0) O CL - O O O � o O r) 4-a L NICHE FOR FOLDING PANEL WALL SYSTEM 2 BRIDGE A4.3 SI 300 % M. ENTRY/ j BEDRM #4 CLOSET �� PNTD j 308 310 GYP.BD OFFICE MASTER 306 1 j 302 UNIT A:OFFICE j PLYWD.:EL.8395'-6" / UNIT A:MASTER PLYWD.:EL.8395'-0.. NON-MASONRY WALLS 1 LAYER 5/8"TYPE"X„ OPEN TIMBER DRYWALL @ WALLS AND TREADS � CEILING(TYP.) � }� o C) % q � T 1 GARAGE ENTRY f 50°FLAT SCREEN A4.2 0 207 0 200 U) 0 0 DINING LIVING AREA L F2061 _ 205 UNIT A:GARAGE OL .836b'-U" UNITA:MAIN LEVEL 4- J O DROPPED ♦� L O CEILING FOR MECHANICAL / \ / \ / \ ® o r /DROPPED o PNTD GYP.BD CEILING FO r T �� \\ // _T MECHANICA BEDROOM #3 0° / o 0 0D \ / \ / 111 TOWEL IL M HOOKS AND SHOWER w MEDIA SHELVES BEDROOM #2 CLOSET BATH BEDROOM #1 -111--III III-III o ABOVE III11 I-I 11=1 111 100 109 110 107 104 UNIT A:LOWER LEVEL NI 1 L 1 R EL - co OL iLYWD. III III III III III-III- I-l l l � .8374'- =111 III III-1 11= 1 I 1=1 111 11=11 I _�I A41.1 i SlIMI II.-1 I I I I I I I I I I I I I�I_1 1 I I I I I=I I 1 1 1I I 1 I II I I 1 I II I 1 I I=I I I I —I I I=I II II I-I I—1 1 1 1 I II I I I I I I I I I I I I I I-I I I I I I I I I RE:STRUCNTC� RE�T� -V 1 1 I-I I I I I I II I 1 I I=I I1 I1 I 1I I �1 I II I I I I I I I-I I I 1II I I I I I I 1 I 1 I I I I1 I 1 I I I I I I I I I I I I I I II II I I I I II II I I-I II II III I I I I I II I II II I I I I I I I II II I I--I -1 I I I-I, I = 1 I I I I POR RETARDER(REINF.)SEAL= GES AND PENETRATIONS I I I I - I I I I I I -I I 1 I I - - PROJECT : 1209 1 1 I=1 11 SULATION R20 UNDER CO I III � I GRAL VFY.W SOILS ENGIN I I - I 4V ! E-R_ I - I C I III I I I III1 I VIII I II I IIIIIIII I II I I-111_1 I II I IIIIIIIIIIIIIIIII 11-1 I I-I I I DATE . PERMIT 03.14.13 I I I I I III III-III III-III I I I I I I III III III III III III-III III III III III III III III III III III III III-III I I I I III-III III III-III-III III III-III III III-III-III-III III-III I III III III-III I I I- -� III III III-III III I III III III-III III III III III III III III III III-III III III III REVISIONS : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =11111 III III III III=III=III III III=III=III III III III III III III=III=III III III=III=III III III=III=III III III=III=III III III III=III III III=III=III III III=III III III III=III=III=III=III III=III=III III=IIIIIIIIII GN-1 =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1 1=1 1=1 1=1 1=1 1=1 1=1 1 1=1 1=1 1=1 11=1 1=1 1=1 -1 I I-1 11 1 I 1=111-111=1 11=1 1 1311-111--111--111--111--111--111--111--111--11 I—_1 11=1 11=111=1 11=1 11=1 11=11 i=1 I-111=1 1=1 1=1 1=1 1=1 I ' 1 SECTION 1/4" = 1'-0" SECTION A30 w f-- Lo I CO ROD&SEALANT I z I Lo I I- C'FLG./PARAPET I Lo Co 1 OT X T T M FLASHING; ALUM. UNIT A: PARAPET O co O CO lit MEMBRANE FLASHING PLYWD: EL. 8408'-6" O f� N BALLAST °p0 2"STONE COPING W/SETTING BED O U °° °°° Q + O O FILTER FABRIC ROD &SEALANT O °° °°° °0000 S.S. DOWEL&ANCHOR _ pop °° O Q 0000 o o WD CANT UNIT A: FLAT ROOF 00 °0p °Co-op PLYWD: EL. 8407-6" °op °°° °° po ° °°° °°° -000°0° STONE VENEER -- -' pO0° O°O °�° °0°000°p °pO°p� VJ -_-- ° ° O°°°O° °O° o O° °° ° O p METAL STANDING SEAM ROOF. METAL ROOF - ° p p °° 00 ° p0 p0 MORTAR INSTALLER TO BE RECONIZED BY MANUFACTURER. 12 °°0,)"0. °°o°°° WALL MEMB. LAPPED OVER ° p0p 0p o" 0000 pOO pO SELF ADHERING, RUBBERIZED ASPHALT ROOFING ----------- °-o- -o°0 000-o° °po 00 PARAPET FOR CONT. BARRIER _— °o 000 00 Coo 0000° 00000 .: UNDERLAYMENT,VERIFY MANUFACTURER 2 _ ° °O ° °o°0°0°00 0°0°00 °° °° °° PLYWD SHEATHING Op op Op ° REQUIREMENTS FOR SUBSTRATE. �o°o °o° �o° ° °o° o° a SHEATHING RE: STRUCT. R10 ROOF INSUL. BLOCKING BETWEEN —___ LIQUID APPLIED ROOF O ° MEMB. W/FRABRIC 3' 8" END OF RAFTER RAFTERS 12 ° o°O°°°o 000 p0 BLOCKING SUPPORT FOR STONE VENEER 2"ABOVE ROOF _ TYP. o C°o°0 .� 0 0 0 C v o 0 CORNERS 0000 2 o0°C °O0 ° °0Co Oo00. o 0000 ° UNCURED NEOPRENE @ DOUBLE REINFORGING AT °°°o°o �o0o00O ° pOp ALUMINUM FLASHING o°°O o 0°O 0°00 °0 0°O SUBSTRATE JOINTS 00 - SELF-ADHERING, RUBBERIZED ASPHALT ROOFING UNDERLAYMENT, 00 0 ° ---- o °° o o C 0 0 oCO COO o0 0 oC00 00000 C o C o O o 0 0 °O o ° SUBSTRATE, CONTINUE °Co 00 0 - - vo O O O O O o °Ov °0000 OOOOo O o °00 °0 0 00 Coo CC0 oO0 00 00 Oo0 ovo 000 00 COO °OCO O° Ooo 0 °Oo ° 000 ° 0° °0 0 O 0 O ° SLOPE PLYWD.T DRAIN °o°°� VERIFY MANUFACTURER REQUIREMENTS FOR C � O o O C o 0 0 0 0 C o O o 0 0 C o O °0 ° °` -00° UP VERTICAL FACE AND AROUND BLOCKING -- - Oo 00 000 00 00 Oo0 Oo 00 Cvo Oo Oo Oo COO Oo v --------- -- o Coo Ooo Co °o0 0OO OOO°OO OC °o O °o Oo 0000 O 00 PLYWD. SHEATHING °-0 00 Co°0 00°00 0 0 00 00 00 OO 00 O o0 00 00 00 DOD 00000 00 00 0°00 0O 0000 00000 p ' METAL STANDING SEAM ROOF. METAL ROOF 0 0 0 o RE: STRUCT --- O 00 00 O o0 00 O O° 00 O O 00 O O O 0- 0 0 INSTALLER TO BE RECONIZED BY MANUFACTURER. --� °0 0°O C 0°C o 0° 0 00 O�°_°^°' IjCT• C O°°O0°°C° °°O°°000000°°°0°°O0° p0 °° PLYWD. SHEATHING RE: STRUCT. EAVE TRIM /FLASHING W/CONT. __----- O o o STR , 0 0 0 00 000 0 0 R58 ROOF INSUL. 00 00 000 DRIP EDGE-TYP. 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BOARD 00000 0 0 0 0 -- 0000000 o O O VAPOR BARRIER 0000000 VAPOR BARRIER O po 0000000 0000000 5-1/2" BIBBS INSUL. R-23 p°° p p 5/s"TYPE "X" GYP. BOARD AT UNDERSIDE OF ROOF 0 0 0 o s. ° 000 ( ) Op o Oo p0 SHEATHING WITHIN 4' 0"OF PARTY WALL 1x4 CEDAR SOFFIT 0000000 g'GYP. BD. 0000000 s/" GYP. BOARD °° 00 0 00°0°0 s SHAVE-" OFF TOP OF RAFTERS o O VAPOR BARRIER o°O°O°o 1"AIR SPACE 0 ° 4'-0" FROM PARTY WALL METAL FASCIA W/DRIP EDGE 0000 O O O O °°0 00000 TYP. MATCH ROOFING MATERIAL PROVIDE SEALANT& O 0000 O O O o°0 0--° -0°0°0° BACKER ROD 0000 °O 5-1/2" BIBBS INSUL. (R-23) °000000 000 op 0°0°00 R-58 BIBS INSULATION, MIN. 12" NAILABLE FOAM 0000000 PLYWD SHEATHING, RE: STRUCT 000000 00 0p O00000 VAPOR BARRIER INSULATION (R5) 000°0°0 000000 o°Op o s GYP. BD. 0000000 o°o°o° 00o 00 Op o p°00 WALL MEMBRANE WRAP, 0o00000 °0°-0 BALLON FRAME PARTY WALL"B"2ND °0 000°0 CONT. WALL MEMBRANE TO 0000000 p°pop 00 pop O O O o0,0 0 ppO p0 (RE: STRUCT.) TAPE AND MUD ALL JOINTS ON SOFFIT °00°0000 NO ELECTRICAL IN PARTY WALL 0000 0 00000° GROUND THEN TILT-UP IN PLACE STUCCO W 00000 0o 00 METAL LATH 0°O°O° °00°° 00-0 000000 %a"GYP. BOARD 00000 000°0 p o UNIT B: UPPER LEVEL 0 o O °0000 o-° PLYWD: EL. 8380'-6" °O°O O VAPOR INSUL. (R-23) ° °po o°p0° 0°po°p0°00po0 po0 }1 O O O op o 0 0 0 0 0 00 00 000000 00 0000 0 000 000-00 l GYP. BOARD p oo° 0°00)0 0°00000 op0 o00 000 000 °p0°° 0.00 Op0 ppO po-0 o o OO p p O°o0 1"AIR SPACE o°° poop- -°00 0°�0°�00 goo ROOF OVER HANG DETAIL oo pop-o o-po Op0 000000°o UNIT A: LANDING 150 Do 0 0p OpppOO op °ppoo°po0 po0 po°p°pc �^ 01 — -O 000000 -° --0 0 p p°-0 v, 1 1/2" = 1' 0" PLYWD: EL. 8379' 9" 0 po 0000 O o° 0o°ppo°O0o°Opo°oo0 --0p°�°00° �p-- --0 0p--°°p °000 p-p 0 0 0 0 0 0 0 0000 0 0 0°C p00p00p0,0 OpO °pp°-p OpO ° °p °p p °p0 00 Op °O op op 000 O pp°pop0p°0000 000000 ° pp0 0 0 00 p0 O°O N °0000 p--0000-O 0-000,0 0Opp° 000"."01.100,"p-" 0°0p 0 C 00°000°0000 °po o 0 0 0 °o p o0 o° BIBS INSULATION IN FLOOR JOIST CAVITY /T O ° 00°00°o-°°-o°-°o°°-0 00- --0 00. 5 /"TYPE"X GYP. BOARD, NON MASONARY 0 O°0° 0000 p°° ° °p°°pp 0 ° WALLS AND CEILING Z oo�O o°°O o X00-0°0 0°000 o 0°°0 p- 0°°00 0000°° VAPOR BARRIER _ 00 O°°°°v 0000, 000 " 0 Op°°p0 °p pop pp °pop O 1 DO STUCCO 00 °00 p ° p ° °p0 p pop ° 5-1/2" BIBBS INSUL. (R-23) J J O 000 FINISH FLOOR RE: FLOOR PLANS BALLON FRAME PARTY WALL 0 p o 000 0p MORTAR SETTING BED O 0000 00 ' "A" FIRST (RE: STRUCT.) 000000 00 Ono .�� U O MORTAR SCRACH COAT °O o °O 1g'WARM BOARD ° p 0 00°° PLYWD. RADIANT HEAT TAPE AND MUD ALL JOINTS METAL LATH 0000 000 1-l' NAILABLE FOAM UNDERSIDE OF LANODING °° ° ° p 0 o p p o °--° 1� 0000 0 ° op 2 d o INSULATION (R5) O O C o 0 O o -000 0 o EXPANSION MATERIAL °p°°° 1"AIRSPACEGYP. BOARD O Q 00 000 000 00 000 000 00 0 Ooo c p000p0 0 °0000°°°O °OO°OOC°OO °00°000°0000 °°Op °O°O- VERT. LEG UP WALL FDACE31' 000 0 00 0 000 0 000 0 000 000 0 00000 0 0 000 00 HEATED CONC. SLAB RE: STRUCT. 00 0o 0 00000 NO ELECTRICAL IN PARTY WALL ® J > LAPPEDINTO O°OO 000000000000o0°OOO°000°00000 ° PAINTED WOOD SILL WATERPROOFING 0000 0 00000°0 0 0000000000°0 °0000°C0°Coot SLAB: EL. 374'-pEVEL o o ° MEMBRANE. PROVIDE 000 0000 00000 00 O o 00 0 000 0000 O a a WATERPROOF MEMB EXTEND UP WALL&OVER SILL PLATE O HEMMED OUTER EDGE AND 0 0000 000 00000 0000000000000000000< ° ° ° a s D a ° ALUMINUM FLASHING NG 18 GA. '000 °C0°°00°°o o°00°°00°°O0°°C°°°0° co O_ v o O c FURRED WALL W/BLUE DFOAM INSUL ON PANEL; EXTEND UP TO C'FLASH CONCRETE WALL TO ALIGN WITH FURING ON INSERT a° CONCRETE WALL BEYOND A LIQUID FILLET OF LM3000 BY ! BIBS INSULATION IN FLOOR CONC. SLAB RE: STRUCT. ° GRACE AT FOUNDATION JOIST CAVITY 10 MIL VAPOR RETARDER (REINF.) SEAL AT 12"SOLID CONC. WALL RE: STRUCTURAL PROJECT : 1209 WALL AND PLYWOOD CONCRETE ALL EDGES AND PENETRATIONS ° a SHEATHING FOUNDATION WALL 4" RIGID INSULATION, R20 UNDER HEATED SLAB DATE : 03.1 3.1 3 GRAVEL RE: STRUCT. EXPANSION MATERIAL EPDXY FLOOR & BASE COATING, 8"VERTICAL LEG GRADE LIGHTWEIGHT CONC. W/RADIANT HEAT R E VISIONS a a ° SLOPED 8" PER FOOT TO DRAIN DRAINAGE MAT 0 PERMIT 4.04.13 a a a a XV ASPHALTIC PROTECTION BOARD WATERPROOF MEMB EXTEND UP WALL& 2 WALL BASE DETAIL a OVER SILL PLATE PLYWD. RE: STRUCT zv SLOPE CONC FDN WALL RE: STRUCT. ° UNIT B: GARAGE PLYWD: EL. 831 HOT APPLIED, MONOLITHIC 00--0 000000.00 --�°0°0o 000°Oo op o po op op o WATERPROOFING MEMBRANE EXTEND 2X4 FURRED WALL W/ a 0 000---0--000op00o WATERPROOFING 36"ABOVE GRADE AND BLUE FOAM INSUL,TYP. °pp °°0 0po °00 TO BOTTOM OF FOOTING AT CONC. WALLS pO-Oo°-pOOOO °�0°o°00 DRAIN & DRY BD EXTEND TO BOTTOM 0000 p°p 0000000000 000 op 0°op°pp OpO OpO p 00 pp p, o0p 0000 00 00000- °Oo OF FOOTING - 2 PAINTED DRYWALL,TYP. °° o po op a 2" INSULATION 3" PAINTED WOOD BASE,TYP. GRAVEL THIS AREA REGARDLESS OF ° a BIBS INSULATION IN FLOOR JOIST CAVITY WHETHER DRAIN IS LOCATED AT THIS FINISH FLOOR RE: FLOOR PLANS s LOCATION CONC FDN WALL RE: STRUCT. ° $'GYP. BD. VAPOR BARRIER MIN. 1"X 1" BUILT-UP CANT OF _ HEATED SLAB a FLUID-APPLIED WATERPROOFING AT ALL HOT APPLIED, MONOLITHIC WATERPROOFING INSIDE CORNERS MEMBRANE-- EXTEND WATERPROOFING 36" a 0 ` ABOVE GRADE AND TO BOTTOM OF FOOTING FILTER FABRIC 0 v 2X4 FURRED WALL W/BLUE FOAM a a INSUL.,TYP.AT CONC. WALLS CLEAN 3/4" FREE 0 O O O � DRAIN & DRY BD EXTEND TO a O O O - BOTTOM OF FOOTING DRAINING GRAVEL ° PAINTED DRYWALL,TYP. Doo2" INSULATION 3' PAINTED WOOD BASE,TYP. GRAVEL THIS AREA REGARDLESS OF WHETHER a a FINISH FLOOR RE: FLOOR PLANS T.O. FTG AN DRAIN IS LOCATED AT THIS LOCATION HEATED SLAB SEE STRUCT DWGS a MIN. 1"X 1" BUILT-UP CANT OF FLUID-APPLIED � CONC. SLAB RE: STRUCT. UNIT B: LOWER LEVEL WATERPROOFING AT ALL INSIDE CORNER 6"PJ, RIGID, PERFORATED PIPE SLOPED @ O 10 MIL VAPOR RETARDER (REINF.) SEAL AT ALL S a ° a o a o SLAB: EL. 8359' 6" %4" PER FOOT TO A DAYLIGHT, HEAT TAPE O � � � � c EDGES AND PENETRATIONS FILTER FABRIC DETAILS AT DAYLIGHT '� 4" RIGID INSULATION, R20 UNDER HEATED SLAB CLEAN 3/4" FREE DRAINING GRAVEL OO O O a 0 GRAVEL RE: STRUCT. EXPANSION MATERIAL, APPLY POLYURETHANE T.O. FTG — CONC. SLAB RE: STRUCT. 6"O, RIGID, PERFORATED SEE STRUCT ° 10 MIL VAPOR RETARDER (REINF.) SEAL CALK OVER EXPANSION MATERIAL g" UP WALL 1 ° AT ALL EDGES AND PENETRATIONS /4 WATER STOP, TYP. PIPE SLOPED @ " PER 0 FOOT TO A DAYLIGHT, HEAT a 4" RIGID INSULATION, R20 UNDER HEATED SLAB CONC FTG RE: STRUCT. TAPE AT DAYLIGHT ° a ° ON DETAIL 0 EXPANSION MATERIAL T7777/71 ' WATER STOP, TYP. A401 CONC FTG RE: STRUCT. 4 PARTY WALL SECTION 1" = 1'-0" DRAIN WITH STRAINER (WRAP W/FILTER FABRIC) O f-- Lo N CO N Lo N (- BACKER ROD AND SEALANT ._ X i- r M EPDXY FLOOR&BASE O CC) O CD O f- N COATING O U d' 0') WELDED WIRE FRABRIC SLOPE _ SLOPE AROUND DRAINS TO OU 0 PREVENT CRACKING p 0- - SNOWMELT SLOPED TO DRAINS PER FLOOR PLANS DRAINAGE MAT %"ASPHALTIC PROTECTION BOARD FABRIC- MONOLITHIC MEMBRANE W/FLEX FLASH F REINFORCEMENT FABRIC & 16, MIN. HYDROFLEX 30 CAP SHEET .- SAWCUT PERIMETER &CHIP W OUT CONCRETE Y2" DEEP AROUND PERIMETER OF DRAIN FLEX FLASH LIN L PLYWOOD DECKING RE: STRUCT. DRAIN PIPE- CONTRACTOR FOR ROUTING &SIZE 3"x2'STEEL CAP 2-2"ANGLE 1 GARAGE DRAIN DETAIL 3" = V-0" 1" CONTINUOUS SPACE FOR LED EXT. TAPE O 3"x 2'STEEL CAP 2'ANGLE TO CONSEAL LED LIGHT 1x2 STEEL BAR POST; POWDER COATED STAINLESS STL THREADED CABLE STAINLESS STL THREADED CABLE SYSTEM; 34"O.C. SYSTEM, 34"O.C. O U 1"x2" STEEL BAR POST; POWDER COATED cal O CZ r 0 O LL O < Z OO � LL ® ® U O �- 3 rn J A4.2 Q O ® J > 0® MO TROUGH DRAIN; c O FLUSH WITH PAVING DRAINAGE MAT 8'ASPH. PROT. BD FABRIC-MONOLITHIC MEMBRANE W/FLEX FLASH PROJECT : 1209 O F REINFORCEMENT FABRIC& HYDROFLEX 30 CAP SHEET VERTICAL SUPPORTS 11-211 2'x2' STEEL BAR DATE : 03.13.13 WELDED TO ANGLE FLEX FLASH UN WRAP MEMB OVER ROUT-OUT SLOPING PLYWD. REVISIONS : CURB AND FACIA Y2'DEEP @ PERIMETER OF DRAIN, SOLID BLOCKING BELOW STONE EDGE 1"O.H. 1"STONE OVER HANG MORTAR BED W/SNOW MELT SLOPE SLOPE TO DRAIN SLOPE DRIP EDGE $' : 1'-07 STONE PAVING -8' ALUM FLASHING W/HEMMED DRIP EDGE 2x BLOCKING a 0 q °� O a 3x5 ANGLE a 3x5 ANGLE 12" MIN. STEEL BEAM RE: STRUCT. DEPRESSION JOIST RE: STRUCT. 2" PLY SHEATHING STEEL BEAMS RE: STRUCT. WALL MEMBRANE 1x6 CEDAR SOFFIT 4" PLATE STEEL COLUMN 4"CAP PLATE DETAILS STEEL COLUMN 2 WATERPROOF DECK DETAIL 3 DECK ELEVATION A402 3" = V-0" 3" = V-0" p r-- LO c\loo ooh° °off ._ X i- r 00 000 o00oco op° 000 7 o ° Rtm pp p°p000 Q000 0p op 0 m m 0p opp 0 Q � STUCCO WITH METAL LATH 0 0 0° 00 WALL MEMBRANE WRAP 00 0 ° D 0° 12" NAILABLE FOAM INSULATION 00 %2" EXT. PLYWD. SHEATHING 0 00 000 METAL WEEP SCREED W/3"VERT. LEG 00 0 0 000 c:UP WALL FACE LAPPED INTO 0 p 0 0 0 WATERPROOFING MEMBRANE. 0 p PROVIDE HEMMED OUTER EDGE AND °p° 0 0�o LAP &SEAL JOINTS 00 0 .- CONTINUE MEMBRANE °° ° ° 0° ° op p BLACK AROUND FURRING 0(Do° p p o W 0p o 2x HORIZONTAL ° opp° 0 o000 0p 00 o 0 0 00 2x VERTICAL p0 0 0 0 o ° op ° o p 00 (Do p p° CONTINUE 12" NAILABLE ° 0 0 0° 0 000 0 0 0 FOAM INSULATION ° ° 0 0 p 00 0 0 00 poo O0° op00 ° 0000 p0 000 opp o opp op 0000 l000° ° o00o 0 o° ° op° ° 00 p° p0 o 00 000 o0 o p p STUCCO WITH METAL LATH 0° 00 a° 00 00 000 WALL MEMBRANE WRAP p 0 000 0 Q° p p 0 12" NAILABLE FOAM INSULATION (R5) 00 ° 0 0 ° 00 o METAL WEEP SCREED W/3"VERT. LEG p p° 0 p 0° UP WALL FACE LAPPED INTO O 0 p WATERPROOFING MEMBRANE. ° O 0 ° 0 PROVIDE HEMMED OUTER EDGE AND 0 p ° 00 LAP &SEAL JOINTS O p 0° opo 0 SEALANT o p° o / / / / p 0 0 0 0 0 0 ° o 0 0 0 ° 0 0 po000 0 0 00 ° 0 ° � 0 0 o °0 Y2" EXT. PLYWD. SHEATHING 0 p 00 00 0 ° 0 0 pp 000 00 p0 0 p O p p p p p p 0 ° o p op c p 0 +_0 0 p p p op 0op 00 p p 0 0 0o opo ° 0 0 o0 0op 00 00 ° o p po U °° 000° 000000 ° off° o0 00 ° o°0 °0 0 0 p C 0 o 0 ° )0 00 000 opopp 0000o0 p 0 ° ° ° 0 p 0 ° 0 00 °p p _ Z O ° ° ° ° 0 ° p p p0 000 0 °° ° 0 0 0 00 CZ WALL MEMBRANE op ° p 00p ° 0 o ° o 0 0p pC 0o p oo o p0 00 p ° o 0 00 L Q p po 0 ° o 0 ° o p 0 ° °0 p 000 00 SHEET BITUTHANE, EXTEND 00 0 000000 0 o p ° o p ° p 0 o C opp o MEMBRANE 12" MIN. ONTO p pp o pp opppopp Oo p p 0p p p ° p p op J O PRIMED SHEATHING o p p p p p J p 0p ° o 0 pp 0 op°p o 0 op 0p 0o 00 po p p p o o p c p O 6"STONE VENEER ° 0 0 opp o p o p o p p p ® U O T 2' DRAIN AND DRY BOARD ° ° °o ° 00 0 p LIQUID FILLET OF LM3000 BY GRACE 0 0 0 0 0 p o p ° 0 ° o ° 0 ( O Q p ° p ° 0 ° p ° p ° o p° op °° poZ1 p ° ° o oop o oop o oop p0 op oop O J >0 p oo p p 0 opp p ° ° o p ° 00 p ° 0 p °p0 ° ° p ° 00 p0 0 pp HOT-APPLIED MONOLITHIC op000000 ° O O p p O p p p p o 0 0 ° co WATERPROOFING MEMBRANE o po p 0 00 0000 WATERPROOFING 36"ABOVE p p o p po p 0 o p °p p °0 p p pp p o p p p ° p ° p o O GRADE AND TO BOTTOM OF FOOTING ° ° ° ° ° °° ° ° ° 0 ° 0 ° co 0 ° p 0o p p o p 0 O p o0 0 p o o0 00 p o pp o0 ° p pO p 0 o p 00 0 0 pp op 0p 0 op °p op °p o0p 0 00 p p p p c 0 p° o p 0 O pp 00 000 00 po VENTILATED CEMENT PANELS 0 p p p o p e pp p p p ppp p 0p p op p ppp0p p p p ° o00p0 ° °p ° ° pp p p p p p ° op ° ° o ° p 0°° ° 0000 ° 00° 00 HOT-APPLIED MONOLITHIC ZI SS SCREWS PER 0 p o 0 o 0 0o o op0 opa opo opo 0 0 PROJECT : 120 9 0 Op 00 o p � p ° o p ° p ° p p p 0 0 °WATERPROOFING MEMBRANE MANUFACTURER 0 0 ° 0 0 o 0 p p/ 0 0 0pp pp p pp p0 00 p0 p 0 0 p p p p( DATE : PERMIT 03.1 4.13 EXTEND WATERPROOFING 12"ABOVE 4 p0 p pppp p p p p pp pLEDGER; LAP 8" OVER BITUTHANE / p p p 0 p p p p 0 0c) , p REVISIONS : Z_1 ZA LINE OF GRADE / / / </ INSULATION AND ISOLATION FASTENERS FOR NOISE REDUCTION AT GARAGE DOOR PROVIDE WEEP SYSTEM , / LI FOR VENEER 0 RIGID INSULATION AT STEEL BEAM / STONE SUPPORT RE: STRUCT. LI ZA <l GARAGE a HOT-APPLIED MONOLITHIC o WATERPROOFING MEMBRANE EXTEND WATERPROOFING 36"ABOVE GI LI GRADE AND TO BOTTOM OF FOOTING DRAIN & DRY BOARD </ Z_1 SHEET BITUTHANE 4 �1 CONCRETE FOUNDATION WALL RE: STRUCT. LI </ LI LI 1 STONE / STUCCO DETAIL 2 STUCCO / CEMENT PANEL D TAIL DETAILS 3" = V-0" 3" = V-0" A402 p r-- Lo CV 00 N Lf-) CV rl- Lo CD CV OT X T T M EXTERIOR WINDOW SCHEDULE - UNIT A NOTE: INCLUDE SCREENS WITH OPERABLE WINDOWS o Q co O cV ENTRY LEVEL Q U � O O O WINDO LOCATION FRAME MAT'L. INTERIOR FRAME MODEL& WINDOW SIZE WINDOW R.O. HINGING GLAZING U-FACTOR REMARKS -) 0) M TYPE MAT'L. DESCRIPTION WIDTH X HT. Q Q W101 LL- BEDRM #1 ALUMINUM PINE CASEMENT UNIT 5'-0"x 4'-6" 5'-1"x 4'-7" DOUBLE DBL LOW-E .3 EGRESS 5'-1"R.O. 3'-7"R.O. 1 6'-1"R.O. W102 LL-VANITY ALUMINUM PINE DIRECT SET 3'-0"x 2'-0" 3'-1"x 2'-1" N/A DBL LOW-E .3 2-9 R.O. 2'-6" 2'-6" 3'-6"' L/]I pO ll �]lJ I] I_OII I_OII W103 LL- BEDRM #2 ALUMINUM PINE CASEMENT UNIT 5'-0"x 4'-6" 5'-1"x 4'-7" DOUBLE DBL LOW-E .3 EGRESS fn Q i W104 LL- HOT TUB ALUMINUM PINE PATIO DOOR 2'-8"x 8'-0" 2'-9"x 8'42' LH DBL LOW-E;TEMPERED .3 VERIFY FINISH FLOOR THICKNESS FOR RO SIN SIN SIN 5'3 SIN _ W105 LL- MEDIA ALUMINUM PINE CASEMENT UNIT 6'-0"x 4'-6" 6'-1"x 4'-7" DOUBLE DBL LOW-E .3 W106 LL- BEDRM #3 ALUMINUM PINE PATIO DOOR 2'-8"x 8'-0" 2'-9"x 8'-12' LH DBL LOW-E;TEMPERE .3 VERIFY FINISH FLOOR THICKNESS FOR RO I II I II I II I II \ 0 19 _� Z / W107 ML-ENTRY UNIT ALUMINUM ALUMINUM DIRECT SET/ENTRY UNIT 7-0 x 9-7 7-1 x 9-9 FIXED/LH DBL LOW-E .3 STORE FRONT UNIT-SOLID DOOR BY OTHER z N N (� 1_ O z W108 ML-BAR ALUMINUM PINE DIRECT SET 21-011 x 81-011 2 1_ n 1 x 8 1_ n 1 N/A DBL LOW-E .3 ALIGN TOP WITH ENTRY I II 't O W109 ML- LIVING ALUMINUM PINE DIRECT SET 8-I 0 II x 2-I 0 II 8-1 x 2-1 I II N/A DBL LOW-E .3 0) s.3 °C W110 ML- LIVING ALUMINUM PINE DIRECT SET SEE WDW TYPES SEE WDW TYPES N/A DBL LOW-E .3 FLUSH HEADER .- 7 z W111 ML- LIVING ALUMINUM PINE DIRECT SET 7-8"x 8'-0" SEE WDW TYPES N/A DBL LOW-E;TEMPERED .3 WINDOW W111-115 MULLED TOGETHER 00 60 W112 ML- LIVING ALUMINUM PINE DIRECT SET 3'-10"x 4'-11" SEE WDW TYPES N/A DBL LOW-E .3 WINDOW W111-115 MULLED TOGETHER �N Lo \ 3 SIN W113 ML- LIVING ALUMINUM PINE DIRECT SET 3'-10"x 4'-11" SEE WDW TYPES N/A DBL LOW-E .3 WINDOW W111-115 MULLED TOGETHER cb 53 co 3'-10"x 4'-11" SEE WDW TYPES W114 ML- LIVING ALUMINUM PINE DIRECT SET N/A DBL LOW-E .3 WINDOW W111-115 MULLED TOGETHER M cy) W115 ML-LIVING ALUMINUM PINE DIRECT SET 3-10"x 4'-11" SEE WDW TYPES N/A DBL LOW-E .3 WINDOW W111-115 MULLED TOGETHER UNIT B: LOWER LEVEL T.O. SLAB LL W116 ML- DINING ALUMINUM PINE SLIDER 6'-5"x 8'-0" 6-6"x 8'-12' LEFT ACTIVE DBL LOW-E;TEMPERED 3 8374'-0" - T W1 17a ML- DINING ALUMINUM PINE DIRECT SET 7'-6"x 7'-9" 10'-1"x 7-10" N/A DBL LOW-E;TEMPERED .3 ULLE TOG THE W1 17b ML- DINING ALUMINUM PINE CASEMENT 2-6"x 7-9" 10'-1"x 7-10" SEE ELEV DBL LOW-E; TEMPERED .3 MULLED TOGETHER, R312.2 FALL PROTECTION W/APPROVED EMERGENCY RELEASE WINDOW OPENING LIMITING DEVICE W118 ML-PDW RM ALUMINUM PINE CASEMENT 2'-0"x 4'-6" 2'-1"x 4'-711 RH DBL LOW-E .3 - WINDOW TYPE: WINDOW TYPE: DOOR TYPE: WINDOW TYPE: W119 ML-ENTRY ALUMINUM PINE DIRECT SET 7'-0"x5'-6" 71-111x5'-7" N/A DBL LOW-E .3 ALIGN ABOVE ENTRY UNIT wlo2 l04 lob 9'-0"x 2'-6" 9'-1"x 2'-711 W120 UL-MASTER BATH ALUMINUM PINE DIRECT SET N/A DBL LOW-E .3 CORNER WINDOW W121 UL-MASTER BATH ALUMINUM PINE DIRECT SET 5'-6"x 2'-6" 5'-7"x 2'-7" N/A DBL LOW-E .3 CORNER WINDOW W1 22a UL- MASTER BED ALUMINUM PINE DIRECT SET 7'-6"x 7'-0" 10'-1"x 7'-1" N/A DBL LOW-E;TEMPERED .3 M LED 10_&E ER A IGN Wl TH 117 W122b UL- MASTER BED ALUMINUM PINE CASEMENT 2'-6"x 7-0" 10'-1"x 7-1" SEE ELEV DBL LOW-E;TEMPERED .3 MULLED TOGETHER, R312.2 FALL PROTECTION W/APPROVED EMERGENCY RELEASE WINDOW OPENING LIMITING DEVICE W123 UL-OFFICE ALUMINUM PINE CASEMENT 8'-0"x 4'-011 8'-1"x 4'-1" � DOUBLE DBL LOW-E .3 WINDOW TYPES -- UNIT A W124 UL-GUEST ALUMINUM PINE CASEMENT 3'-6"x 5'-6" 3'-7"x 5'-711 LH DBL LOW-E .3 EGRESS 1 1/4" = 1'-0" W125 UL-GUEST BATH ALUMINUM PINE DIRECT SET 6'-4"x 2'-6" 6'-5"x 2'-7" N/A DBL LOW-E 3 CORNER WINDOW W126 UL-GUEST BATH ALUMINUM PINE DIRECT SET 3'-6"x 2'-6" 3'-7"x 2-7" N/A DBL LOW-E 3 I' CORNER WINDOW 16-62"R.O. 15'-4" 3'-7"R.O. 71_811 71_811 3'-6" 3'-10" 3'-10" "3'-10 3'-10" 7'-1"R.O. _ 71.011 -IN 1111_511 11 31_611 1111_511 1 - ~N �1 8'-1"R.O. 111R.0. -1"R.O. 81 011 21.011 11 2-0 10'-1"R.O. SIN 'IN r � �, � W 112 W 113 W 114 W 115 r 61_c-11R O. ENTRY DOOR BY r T dt > 66-5" SIN. 101-011 -- _ _ 0 OTHER CV 0 T Z 2'-611 51-011 21-611 Q ♦/' CLEAR SURROUNDS CV N SIN 5 3 �'N 5 3 C Z N O N - = Z SIN ON -� Z N Z 2 R � T o °) O o r a- r oC p U. 1 f1- 1 1 p SIN OPEN TO NOTCH co co 00 c 3 O AROUND STONE bN O O yN Z b a b O J T C \\ _1 co 00 W 00 co 1lpii O O UNIT A: ENTRY \ / UNIT A: ENTRY ® o �_ T.O.PLYWD. 8385' 6" T.O.PLYWD. 8385' 6" M J UNIT A: MAIN LEVEL r W O T.O.PLYWD. 8385'-6" r 3 \\ 5.3 ® J / W VV WINDOW TYPE: wlo� WINDOW TYPE' W108 WINDOW TYPE: l09 WINDOW TYPE: wno WINDOW TYPE: wnl wn2 wu3 wn4 wll5 WINDOW TYPE: WINDOW TYPE: ln WINDOW TYPE'. wlla 00 ENTRY UNIT DOOR TYPE: DI01 SEE EXT DOOR SCHEDULE WINDOW TYPES -- UNIT A PROJECT : 1209 2 1/411 = 1'-01' D A T E : PERMIT 03.14.13 REVISIONS : 7-1"R.O. 9'-1"R.O. 6-7"R.O. 3'-7"R.O. 6-5"R.O. 3-7"R.O. 0 PERMIT 4.04.13 7'-011 91.011 51.611 31_611 61.411 31.611 1 1 ,7 1 1 1 1 - �IN SIN. SIN 1 01_1"R.O. 8''1"R.O. 5.3 "1N SIN SIN f R �R 1 0'-0" 41_011 41_011 2 Z 2 19 � Z I 2 19 � Z 2 19 ti Z 5.3 N N � 5.3 N N O_ 2- 5-0 2-6 1 (D 5.3 cv iV d 5.3 N N d O O 1 .53 _ z O O 2 Zo OC CC 5.3 SIN SIN _� _� O 5.3 = _ _ - Lo Lo 3 SIN 3 HN 2 Lo Lo CIE SIN SIN O 5.3 5.3 5 3 5.3 3 3 5.3 5.3 z \ \ z '� O r rTN - - - 2 - - p .........�. i/ - T T �-IN 'iIJ 5.3 b a b O T � 3 'IN If) If) 5 3 = I` ti F, F_ 'IN 5.3 A TN 3 AN N \ r UNIT A: UPPER LEVEL GUEST RM odL T.O.PLYWD. 8396'-6" UNIT A: UPPER LEVEL _ UNIT A: OFFICE LEVEL N T.O.PLYWD. 8395'-6" UNIT A: MASTER LEVEL - T.O.PLYWD. 8395' 6" T.O.PLYWD. 8395-0" 3 5.3 S=IN WINDOW TYPE: r WINDOW TYPE' WINDOW TYPE: WINDOW TYPE: w122 WINDOW TYPE' 123 WINDOW TYPE: WINDOW TYPE: I� WINDOW TYPE: , ALIGN WITH ENTRY UNIT wll9 124 4 UNIT A: ENTRY WINDOW T.O.PLYWD. 8385'-6" SCHEDULE & TYPES WINDOW TYPES -- UNIT A UNIT A 3 1/411 = 1'-0.. A5m 1 3'-1"R.O. 6-2"R.O. 3'-1"R.O. A 6-1"R.O. 2'-9"R.O. 3-1"R.O. 3'-0 0 I` Lo CV 00 6'-0" 3'-0" 3'-0" 3'-0" 2.8.. 3' 0" Lo (D N O X r I- =IN 5.3 SIN 5.3 rIN = _1N. O r N SIN 2 p = z 2 0 EXTERIOR WINDOW SCHEDULE - UNIT B NOTE: INCLUDE SCREENS WITH OPERABLE WINDOWS O U 5.3 N cv O 5.3 o r Z Q 'f O O z / / �,� M 0 z ENTRY LEVEL - m c) 0) Z �N a O WINDO LOCATION FRAME MAT'L. INTERIOR FRAME MODEL& WINDOW SIZE WINDOW R.O. GLAZING i U REMARKS Q (L O / HINGING 0 O 3 cc: - �Ia ' 1:E TYPE MAT'L. DESCRIPTION WIDTH X HT. FACTOR p STN pC 5.3 o bN O W201 LL- BEDRM #1 ALUMINUM PINE SLIDER 6'-0"x 8'-0" 6'-1"x 8'-12' LEFT ACTIVE DBL LOW-E;TEMPERE 3 co ao N e co 00 - _ i_ n i_ a i_ n i_ n V J CL 3 SIN p N SIN W202 LL-VANITY ALUMINUM PINE DIRECT SET 3 0 x 2 0 3 1 x 2 1 N/A DBL LOW-E .3 5.3 b W203 LL- BEDRM #2 ALUMINUM PINE CASEMENT UNIT 6-0"x 4'-6" 6-1"x 4'-7" DOUBLE DBL LOW-E .3 'EGRESS 'LN Lo �LN C° (� W204 LL-LANDING ALUMINUM PINE PATIO DOOR 2'-8"x 8'-0" 2'-9"x 8'-12' LH DBL LOW-E;TEMPERED 3 /VERIFY FINISH FLOOR THICKNESS FOR RO W205 LL- MEDIA ALUMINUM PINE AWNING UNIT 3-0 x 3-0 3-1 x 3-1 TOP DBL LOW-E .3 sL UNIT B: LOWER LEVEL T.O. SLAB = W206 LL- BEDRM #3 ALUMINUM PINE CASEMENT 3'-0"x 5'-6" 3'-1"x 5'-711 RH DBL LOW-E 3 GRESS, GLAZED AREA TO BE MIN. 8%FL AREA 8359' 6" W207 ML-ENTRY UNIT ALUMINUM ALUMINUM DIRECT SET/ 7'-0"x 9'-7" 7'-1"x 9'-9" FIXED/LH DBL LOW-E .3 T NT IT-SOL DOOR BY OTHER ENTRY UNIT WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: DOOR TYPE: WINDOW TYPE: WINDOW TYPE: W208 ML-MUD RM ALUMINUM PINE DIRECT SET 2'-0"x8'-0" 2'-1"x8'-1" N/A DBL LOW-E .3 - wzol zo zo zo zo zo W209 ML- DINING ALUMINUM PINE DIRECT SET 8'-0"x 6'-6" 8'-1"x 6'-7" N/A DBL LOW-E 3 CORNER WINDOW, MATCH PROFILE W210 U) W210 ML DINING ALUMINUM PINE CASEMENT 3'-0"x 6'-6" 3'-1"x 6'-7" RH DBL LOW-E .3 CORNER WINDOW NOTE: GRADE IS LESS THAN 72" 0 WINDOW TYPES -- UNIT B W211 ML-LIVING ALUMINUM PINE DIRECT SET 8'-0"x 2'-0" 8'-1"x 2'-1" N/A DBL LOW-E .3 W212a ML- LIVING ALUMINUM PINE 4 PANEL SLIDER 14'-0"x 8-0 14-1 x 8-1 CENTER PANELS DBL LOW-E;TEMPERE 3 1/4" = 1' 0" W212b ML-LIVING ALUMINUM PINE DIRECT SET SEE WDW TYPES SEE WDW TYPES N/A DBL LOW-E .3 MULLED TOGETHER 4'-1"R.O. W213 ML- LIVING ALUMINUM PINE DIRECT SET 7-8"x 8'-0" SEE WDW TYPES N/A DBL LOW-E;TEMPERE .3 WINDOW W113-117 MULLED TOGETHER 4'-0" W214 ML- LIVING ALUMINUM PINE DIRECT SET 3-10"x 4'-11" SEE WDW TYPES N/A DBL LOW-E .3 WINDOW W113-117 MULLED TOGETHER 1 W215 ML- LIVING ALUMINUM PINE DIRECT SET 3'-10"x 4'-11" SEE WDW TYPES N/A DBL LOW-E .3 INDOW W113-117 MULLED TOGETHER 7'-1.-011 5'3 SIN W216 ML- LIVING ALUMINUM PINE DIRECT SET 3'-10"x 4'-11" SEE WDW TYPES N/A DBL LOW-E .3 INDOW W113-117 MULLED TOGETHER 7'-0" 3'-10"x 4'-11" SEE WDW TYPES W217 ML- LIVING ALUMINUM PINE DIRECT SET N/A DBL LOW-E .3 INDOW W113-117 MULLED TOGETHER 1'-511 31-611 1111-511 �� �� �� W218 ML-KITCHEN ALUMINUM PINE DIRECT SET 4-4 x 4-0 4-5��x 4-1 N/A DBL LOW-E;TEMPERED .3 -1"R.O. W219 ML-KITCHEN ALUMINUM PINE PATIO DOOR 3'-0"x 8'-0" 3'-1"x 8'-12' LH DBL LOW-E;TEMPERED .3 ERIFY FLOOR FINISH 2'-0" W220 ML-KITCHEN ALUMINUM PINE CASEMENT 2'-0"x 3'-0" 2'-1"x 4'-1" RH DBL LOW-E .3 LIGN WITH WINDOW IN MASTER WC U2 `? 1 4'-0"x 9'-6" 4'-1"x 9'-7" W221 LANDING 250 ALUMINUM PINE DIRECT SET N/A DBL LOW-E .3 ENTRY DOOR BY = r C7 W222 UL-GUEST BATH ALUMINUM PINE FIXED 6'-6"x 2'-6" 6'-7"x 2'-7" N/A DBL LOW-E 3 OTHER 03 53 4'-0"x 6'-6" 4'-1"x 6'-7" CLEAR GLASS o) p W223 UL-GUEST RM ALUMINUM PINE CASEMENT LH DBL LOW-E .3 CORNER WINDOW, EGRESS SURROUND oc W224 UL-GUEST RM ALUMINUM PINE CASEMENT 3'-6"x 6-6" 3'-7"x 6-7" RH DBL LOW-E .3 ORNER WINDOW 0 W225 UL-ENTRY ALUMINUM PINE DIRECT SET 7'-0"x 6'-6" 7'-1"x 6'-7" N/A DBL LOW-E > .3 ALIGN WITH ENTRY UNIT N a 2 8'-0"x S-0" 8'-1"x 5'-1" 5.3 - 0 W226 UL-MASTER BED ALUMINUM PINE CASEMENT DOUBLE DBL LOW-E .3 GRESS o d Q - a- W227 UL-MASTER BED ALUMINUM PINE DIRECT SET 10'-3"'x 3'-0" 10'-41"x 3'-1" N/A DBL LOW-E > .3 &b MULLED TOGETHER bo 8o 00 O 21 6-T 1. OPEN TO NOTCH = IN AROUND STONE �-1N - W229 UL- MASTER BATH ALUMINUM PINE DIRECT SET 5'-0"x 2'-0" 5'-1"x 2'-1" N A DBL LOW E 3 53 N W230 UL MASTER BATH ALUMINUM PINE CASEMENT 2'-0"x 2'-0" 2'-1"x 2'-1" RH DBL LOW-E .3 ALINGN WITH KITCHEN WINDOW "' ' " ' W231 UL- OFFICE ALUMINUM PINE DIRECT SET 6-0 x 3-0 6-1" ' x 3-1" N N/A DBL LOW E 3 UNIT B: ENTRY T.O.PLYWD. IFEI _ UNIT B: LANDING T.O.PLYWD. 8370'-0" AN �r rIN 8375'-3" 3 5.3 WINDOW TYPE: / WINDOW TYPE: WINDOW TYPE: - VV L V/ VV LVO VV LL I ENTRY UNIT }+ DOOR TYPE: U uzc SEE EXT DOOR SCHEDULE ) U V J NO WINDOW TYPES -- UNIT B 2 1/4" = V-0" 15'-62"R.O. U. (D Q 14'-1"R.O. 15'-4" Z Cc 7'-8" 7'-811 0 1. 1. i 14-0 3-10 3-10 3-10 3-10 11 }� J _ - ® I"� 0 SIN rIN o V 8'-1"R.O. 0 r 8'-011 co _ 8'-1"R.O. 3'-1"R.O. SIN > 4'-5"R.O. '-1"R.O. LI O Q � 214 W215 2Ifi zl7 r 3-1 R.O. 8'-0" 3'-0" O e. 41-411 31-011 2'-0" 0 1 1 o r a_ N 1 1 co 5.3 SIN 5.3 tiN 'CV fV o _ -F - 5.3 SIN rIN 5.3 SIN 0 = O C'3 \ w MN a N O 2 O r z 2 O r Z m IL 0 2 c? r O 5.3 0 5.3 It a0 5.3 19 1`7- Z 5 3 c Z � O CO �° O to CO ON FIXED SLIDER SLIDER FIXED r O is o -,IN (� 80 00 a - W213 3 =IN aD 00 O 5 3 SIN Z) 5.3 bN \ bN PROJECT : 1209 3 SINN 3 SINN Q SIN = DATE : PERMIT 03.14.13 oL UNIT B: MAIN LEVEL T.O.PLYWD. 5.3 r 5.3 -1 N r 8369'-6" REVISIONS : WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: zl3 zla wzl5 zlb wzn WINDOW TYPE: 218 DOOR TYPE: W219 WINDOW TYPE: z20 O PERMIT 4.04.13 209 W210 W211 W212 vv vJ 3 WINDOW TYPES -- UNIT B 1/4" = V-0" 6'-7"R.O. 4'-1"R.O. 3'-7"R.O. T-1"R.O. 6-6" 4'-0" 3'-6" 7'-0" 1 1 1 8'-1"R.O. 18'-42'R.O. 6-1"R.O. r1N 5.3 �N 5.3 .�N 5.3 SIN 4'-0" 4'-0" 4'-0" 10'-32' 41-0" 0 �_ �� �� 6'_0 5 1 R.O. -1 R.O. U' 1 1 i0 f� Z 5.3 IN 5.3 SIN 51-0" 21-011 513 SIN N N (L 2 / 2 _ _ 0 5.3 5.3 0 5.3 C3 5 3 2 SIN rIN r Z (o f� d Co I� Z \ ('S 5.3 a b -1 C7 0 = p b = C3 zo Zo O io zo O io io 2 = z Z T Z 2 r Z 2 M M O \ CE CE O 5 3 O r a - a N N a 5.3 N N a 5.3 - OC / Cry C� O O - O - O IN SIN CC 3 SIN pC 3 SIN r Co - - = SIN SIN -1N SIN O 3 3 5 3 -TN 5.3 AN 5 3 AN 5.3 bN In In In Cn r r T N N N M sL UNIT B: UPPER LEVEL T.O.PLYWD. 8380'-6" - WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: 2 WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW ALIGN WITH ENTRY UNIT �nN TYPES UNIT B c2 WINDOW TYPES -- UNIT B 4 1/4" = V-0" A5m2 oiL UNIT B: ENTRY T.O.PLYWD. p r-- Lo NOO N Lo N I,- Lo (D N O . O 0o O (D_ STUCCO, -0 O I� N THREE COAT CEMENT PANELS O U METAL LATH 0- 411-- O O EXTERIOR GARAGE DOOR SCHEDULE Q 8" HAT FRAMING, o VAPRO SHIELD, AIR SPACE DOOR LOCATION FRAME MAT'L. MODEL& DOOR SIZE LI-FACTOR COMMENTS WRAP SHIELD O Q `~ # DESCRIPTION WIDTH X HT. VAPRO SHEILD, �--� 1'" NAILABLE RIGID WALLSHIELD (BLACK) G101 GARAGE UNIT A ALUMINUM OVER HEAD DOOR 18'-0"x 8'-0" .4 OVHD TEMPERED GLASS PANELED DOOR z 11" NAILABLE RIGID G201 GARAGE UNIT B ALUMINUM OVER HEAD DOOR 18'-0"x 8'-0" .4 OVHD TEMPERED GLASS PANELED DOOR 2x4 BLOCKING z (n WEEP WALL MEMB f WINDOW HEADER 2x4 BLOCKING OVER NAIL FLANGE J WINDOW HEADER RE: STRUCT WEEP WALL MEMB OVER NAIL FLANGE RE: STRUCT EXTERIOR DOOR SCHEDULE ,0 ALUM. FLASHING TO PNTD GYP.BD MATCH WINDOW SYSTEM ALUM. FLASHING TO PNTD GYP.BD DOOR LOCATION FRAME MAT'L. MODEL& DOOR SIZE LI-FACTOR< COMMENTS VAPOR RETARDER MATCH WINDOW SYSTEM VAPOR RETARDER # DESCRIPTION WIDTH X HT. D101 ENTRY UNIT A ALUMINUM LH INSWING DOOR 3'-6"x 8'-0" .27 FRAME PROVIDED BY WINDOW SUPPLIER '- ALUMINUM LH INSWING DOOR 3'-6"x 8'-0" .27 SOLID WOOD ENTRY DOOR WINDOW SYSTEM WINDOW SYSTEM U) D201 ENTRY UNIT B MTL CORNER MTL CORNER DRYWALL TRIM CONTINUOUS WALL MEMB DRYWALL TRIM 0 EXTEND INTO OPNG 2 LAYERS OF DRYWAL CONTINUOUS WALL MEMB EXTEND INTO OPNG 2 LAYERS OF DRYWALL INSULATION &SHIM AS REQUIRED INSULATION &SHIM AS REQUIRED 0 HEAD DETAIL @ STUCCO q- HEAD DETAIL @ CEMENT PANEL 3" = V-0" 3" = 1'-0" 18'-0" " EQ " EO " EO WINDOW SYSTEM WINDOW SYSTEM WOOD SILL O EXTEND SILL BELOW w BELOW =IF =1 1 =44� WOOD SILL 3/4" PROUD OF WALL EXTEND SILL BELOW 0 BELOW p 3/4" PROUD OF WALL Z WALL MEMB. FOR CONT. d d 2 LAYERS OF DRYWALL w o WALL MEMB. FOR CONT. O BARRIER; EXTEND INTO JAMB riN }+ FROSTED GLASS oo BARRIER; EXTEND INTO JAMB 2 LAYERS OF DRYWALL ALUM JAMB TRIM PANELS UW' U LIGHT METAL FRAME _ ALUM JAMB TRIM MTL CORNER L L d MTL CORNER 4" DRYWALL TRIM w STUCCO W/METAL LATH I DRYWALL TRIM VAPOR RETARDER N O - GARAGE T.O. SLAB EL. RE: PLAN VAPOR RETARDER CEMENT PANELS JAMB FRAMING /� r Q 2x4 BLOCKING �'.ua .�. �v GARAGE DOOR JAMB FRAMING 'g" HAT FRAMING ATTACHED TO PNTD GYP.BD Q clot c2ol VAPRO SHIELD, WRAP SHIELD PNTD GYP.BD BLOCKING IN WALL, NOT v cr OVHD GARAGE DR SHEATHING, TYP. WALL CAVITY INSUL O TEMPERED FROSTED GLASS 12" NAILABLE RIGID WALL CAVITY INSUL 2x4 BLOCKING J J PLYWD SHEATHING VAPRO SHEILD, WALLSHIELD }, (BLACK) O® 0 12" NAILABLE RIGID v 2 3-6 r _ PLYWD SHEATHING J OQ /o J > CV W 2 JAMB DETAIL @STUCCO 5 JAMB DETAIL @ CEMENT PANEL 3" = V-0" 3 = 1 -0" METAL REVEAL TEAK ENTRY DOOR 60 GLASS SURROUND AND FRAME PROVIDED BY WINDOW MANUFACTURER ° PROJECT : 1209 UNIT A& B: ENTRY ALUM. FLASHING TO ALUM. FLASHING TO MATCH WINDOW SYSTE D A T E : PERMIT 03.14.13 T.O.PLYWD. RE: WINDOW ELEVATION STN MATCH WINDOW SYSTEM M REVISIONS : ALUM END DAM ALUM END DAM - 0 PERMIT 4.04.13 INSULATION &SHIM AS INSULATION &SHIM AS REQUIRED REQUIRED WALL MEMBRANE WALL MEMBRANE AS CONT.BARRIER; AS CONT.BARRIER; EXTEND INTO HEAD EXTEND INTO HEAD JAMB AND SILL,TYP JAMB AND SILL,TYP SLOPED ALUM SILL SLOPED ALUM SILL 3 PAINTED WOOD SILL 4" PROUD OF FINISH WALL, PAINTED WOOD SILL a PROUD OF FINISH WALL, MATCH WINDOW SYSTEM MATCH WINDOW SYSTEM , 2 O O 311 {- " 4" ADDITIONAL 2"SHIM 4 ADDITIONAL 2"SHIM FOR SILL -G FOR SILL 2x4 BLOCKING STUCCO SILL FRAMING CEMENT PANELS SILL FRAMING '-" HAT FRAMING TO s PNTD GYP.BD 2x4 BLOCKING PNTD GYP.BD BLOCKING IN WALL VAPRO SHIELD, VAPOR RETARDER AIR SPACE VAPOR RETARDER WRAP SHIELD WALL INSULATION VAPRO SHEILD, WALL INSULATION 11" NAILABLE RIGID WALLSHIELD (BLACK) z 12" NAILABLE RIGID PLY SHEATHING PLY SHEATHING 3 SILL DETAIL @ STUCCO 6 SILL DETAIL @ CEMENT PANEL 3" = V-0" 3" = V-0" / WINDOW TYPES UNIT B A5m3 r-- U-) N ao INTERIOR DOOR SCHEDULE -- UNIT A N Ln N I� Lo CD N 00 ROOM ROOM NAME DOOR PANELS HINGE HARDWARE REMARKS .— X r r NO. O 00 O CD DOOR TYPE SIZE R.O. THICK- MAIL HANDING MAT'L TYPE* LEVER LOCK -0 O I\ N NO. NESS TYPE* TYPE O U lzt 0') 102 CLOSET 1 A 2'-8"x 7-0" 2'-112'x 7'-02" 1-3/4" WD RH WD TBD TBD DUMMY Q ' ' O O 103 MECHANICAL ROOM 1 C 2'-8"x 7'-0" 2'-111"x 7'-02" 1-3/4" WD LH WD TBD TBD LOCK-SET 20 MIN RATED; DOOR W/SELF-CLOSER 0 r- 104 BEDROOM #1 1 A 2'-8"x 7'-0" 2-112' T " O Q ~2 " 105 CLOSET 1 A 2-6"x 7-0" 2-92"x T-02" 1-3/4" WD LH WD TBD TBD PASSAGE }' 106 VANITY 1 A 2'-6"x T-0" 2-92"x T-02" 1-3/4" WD LH WD TBD TBD PRIVACY 107 BATH 1 B 2'-42'x T-02" 5'-1"x T-32' 1-3/4" WD N/A GLASS TBD TBD PRIVACY POCKET DR.ADD 2'TOP AND SIDE,FIN. OPNG=2'-4"x7'-0",FLUSH PULL&LOCK HARDWR. to 2 B 2'42'x T-02" 5'-1"x 7-32 1-3/4" WD N/A GLASS TBD TBD PRIVACY POCKET DR.ADD 2'TOP AND SIDE,FIN. OPNG=2'-4"xT-0",FLUSH PULL&LOCK HARDWR. 108 VANITY 1 A 2'-6"x T-0" 2'-92"x 7'-02" 1-3/4" WD RH WD TBD TBD PRIVACY 109 BEDROOM #2 1 A 2'-$"x 7-0" 2'-112'x 7'-02" 1-3/4" WD RH WD TBD TBD PRIVACY 110 CLOSET 1 A 2'-6"x 7-0" 2'-92"x 7'-02" 1-3/4" WD LH WD TBD TBD PASSAGE 111 BEDROOM #3 1 A 2'-8"x T-0" 2-112'x 7'-02" 1-3/4" WD LH WD TBD TBD PRIVACY 112 CLOSET 1 A 2'-6"x T-0" 2-92"x T-02" 1-3/4" WD LH WD TBD TBD PASSAGE 113 BATH 1 A 2'-6"x T-0" 2'-92"x 7-01" 1-3/4" WD RH WD TBD TBD PRIVACY '- 2 A 2'-6"x 7-0" 2-91"x 7-01" 1-3/4" WD LH WD TBD TBD PRIVACY 114 LAUNDRY 1 A 2'-8"x T-0" 2'-112 x' 7'-02" 1-3/4" WD RH WD TBD TBD PASSAGE 201 MUD ROOM 1 A 2'-8"x 7'-0" 2'-112'x 7'-02" 1-3/4" WD RH WD TBD TBD PASSAGE 202 POWDER ROOM 1 A 2'-8"x 7'-0" 2-112'x T-02" 1-3/4" WD RH WD TBD TBD PRIVACY 207 GARAGE 1 C 2'-8"x 7'-0" 2'-112'x 7'-02" 1-3/4" WD RH WD TBD TBD LOCK-SET 20 MIN RATED; DOOR W/SELF-CLOSER 301 MASTER ENTRY 1 A 2-8"x 7-0" 2-112'x T-02" 1-3/4" WD RH WD TBD TBD PRIVACY 303 LINEN 1 A 2'-4 11x 7'-0" 2'-72'x 7-02" 1-3/4" WD LH WD TBD TBD DUMMY 304 LAUNDRY 1 A (2)2'-4"x 7'-0" 4'-112'x 7'-02" 1-3/4" WD N/A WD TBD TBD DUMMY DOUBLE DOORS W/BALL CATCH, FLUSH GRILL ABOVE DOOR 306 MASTER BATH 1 A 2'-8"x 7-0" 2'-112'x 7'-02" 1-3/4" WD LH WD TBD TBD PRIVACY 307 W.C. 1 B 2'-4"x T-0" 2-72"x 7-02" 1-3/4" WD RH GLASS TBD TBD PRIVACY 308 OFFICE 1 D 4'-02"x T-02" 8'-5"x T-32' 1-3/4" WD N/A WD TBD TBD PRIVACY POCKET DR.ADD 2'TOP AND SIDE,FIN. OPNG=4'-0"x7'-0",FLUSH PULL&LOCK HARDWR. 309 BEDROOM #4 1 D 4'-02"x T-02" 8'-5 1lx T-32' 1-3/4" WD N/A WD TBD TBD PRIVACY POCKET DR.ADD 2'TOP AND SIDE,FIN. OPNG=4'-0"x7'-0",FLUSH PULL&LOCK HARDWR. 310 CLOSET 1 A 2'-8"x 7-0" 2'-112'x 7'-02" 1-3/4" WD RH WD TBD TBD PASSAGE 311 IBATH 1 A 1 2'-8"x T-0" 2-11'-"x 7'-o-" 11-3/4" 1 WD LH I WD I TBD I TBD PRIVACY INTERIOR DOOR SCHEDULE -- UNIT B ROOM ROOM NAME DOOR PANELS HINGE HARDWARE REMARKS NO. DOOR TYPE SIZE R.O. THICK- MAIL HANDING MAT'L TYPE* LEVER LOCK NO. NESS TYPE* TYPE 101 MECHANICAL ROOM 1 C 2'-8"x T-0" 2'-112'x 7'-02" 1-3/4" WD RH WD TBD TBD LOCK-SET 20 MIN RATED; DOOR W/SELF-CLOSER 102 BEDROOM #1 1 A 2'-8"x 7-0" 2'-112 x' 7'-02" 1-3/4" WD RH WD TBD TBD PRIVACY 103 CLOSET 1 A 2'-6"x 7-0" 2-92"x T-02" 1-3/4" WD LH WD TBD TBD PASSAGE 104 VANITY 1 A 2'-6"x 7-0" 2-91"x 7-02" 1-3/4" WD LH WD TBD TBD PRIVACY 105 BATH 1 B 2'42'x T-02" 5'-1"x T-32' 1-3/4" WD N/A GLASS TBD TBD PRIVACY POCKET DR.ADD 2'TOP AND SIDE,FIN. OPNG=2'-4"x7'-0",FLUSH PULL&LOCK HARDWR. 2 B 2'42'x T-02" 6-1"x T-32' 1-3/4" WD N/A GLASS TBD TBD PRIVACY POCKET DR.ADD 2'TOP AND SIDE,FIN. OPNG=2'-4"x7'-0",FLUSH PULL&LOCK HARDWR. 106 VANITY 1 A 2'-6"x 7'-0" 2'-92"x 7'-02" 1-3/41' WD RH WD TBD TBD PRIVACY 107 CLOSET 1 A 2'-6"x 7-0" 2-92"x T-02" 1-3/4" WD LH WD TBD TBD PASSAGE 108 BEDROOM#2 1 A 2'-8"x 7'-0" 2-112'x 7'-02" 1-3/4" WD RH WD TBD TBD PRIVACY 109 STORAGE 1 D 4'-0"x T-0" 3'-5"x 7'-02" 1-3/4" WD N/A WD TBD TBD PASSAGE SLIDING BARN DOOR 110 LAUNDRY 1 D 5'-02"x 7-02" 10'-5"x T-32' 1-3/4" WD N/A WD TBD TBD PASSAGE POCKET DR.ADD 2"TOP AND SIDE,FIN. OPNG=5'-0"x7'-0",FLUSH PULL&LOCK HARDWR. 111 BEDROOM #3 1 A 2'-8"x 7'-0" 2'-112'x T-02" 1-3/4" WD LH WD TBD TBD PRIVACY 4--a 112 CLOSET 1 A 2'-6"x 7-0" 2-92"x T-02" 1-3/4" WD LH WD TBD TBD PASSAGE U 113 BATH 1 A 2'-6"x T-0" 2-91i x 7-01" 1-3/4" WD RH WD TBD TBD PRIVACY 2 A 2'-6 1lx 7'-0" 2-92"x 7-01" 1-3/4" WDI RH WD TBD TBD PRIVACY U) 201 MUD ROOM 1 A 2'-6"x 7-0" 2-92"x 7-01" 1-3/4" WD RH WD TBD TBD PASSAGE _ N O 202 POWDER ROOM 1 A 2'-6"x 714" 2-92"x T-02" 1-3/4" WD RH WD TBD TBD PRIVACY r Q 206 GARAGE 1 C 2'-8"x 71-011 2'-112'x T-02" 1-3/4" WD RH WD TBD TBD LOCK-SET 20 MIN RATED; DOOR W/SELF-CLOSER Q 301 MASTER BEDROOM 1 A 2' 8"x 7' 0" 2'-112'x T -02" 1-3/4" WD RH WD TBD TBD PRIVACY U. 302 MASTER BATH 1 A 2'-8"x T-0" 2'-112'x 7'-02" 1-3/4" WD LH WD TBD TBD PRIVACY �_ cr 303 W.C. 1 B 2'-42'x 7'-02" 5'-1"x 7'-32' 1-3/4" WD N/A GLASS TBD TBD PRIVACY POCKET DR.ADD 2'TOP AND SIDE,FIN. OPNG=2'-4"x7'-0",FLUSH PULL&LOCK HARDWR. J O 304 LAUNDRY 1 A (2)2'-10"x7'-0" 5'-72'x 7'-02" 1-3/4" WD N/A WD TBD TBD DUMMY DOUBLE DOORS W/BALL CATCH, FLUSH GRILL ABOVE DOOR 306 OFFICE 1 D 5'-02"x 7-02" 10'-5"x 7'-32' 1-3/4" WD N/A WD TBD TBD PRIVACY POCKET DR.ADD 2'TOP AND SIDE,FIN. OPNG=5'-0"x7'-0",FLUSH PULL&LOCK HARDWR. LL O 308 BATH 1 A 2'-8"x 7-0" 2-112'x 7'-02" 1-3/4" WD RH WD TBD TBD PRIVACY ® o 309 ICLOSET 1 A 2'-8"x T-0" 2'-112'x 7'-02" 1-3/4" WD LH WD TBD TBD PASSAGE ® T M � J 1..1..1 O Q ® J > SEE SCHEDULE '--L SCHEDULE SEE SCHEDULE SEE SCHEDULE 00 lo 44 = n s"STOP, 44�� 415,, 4 � (�s"STOP, 441" ' `s"STOP, TYP. TYP. P. TYP. O MDF STILE& MDF STILE& SOLID MDF MDF STILE& o RAIL DOOR / RAIL DOOR o CORE RAIL DOOR w w / w 20MIN RATED WD / GL DOOR 11 j PROJECT : 1209 a"WD STOPS e"WD STOPS WD TRIM 8"WD STOPS D A T E : PERMIT 03.14.13 o W O W O / �O WD PANEL w GLASS WD VENEER PANEL w w REVISIONS . u WD u / GL u u un n cn un w w = w w 3 w w � 2 //GL . A�, 5.4 SIM W W WD DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE D 1 INTERIOR DOOR TYPES STILE & RAIL STILE & RAIL SEE SEE DOOR TYPE 111 511 SEE DOOR TYPE 111511 DOOR TYPE 1u 5u 4 8L L41 8 r,a MI�e _ - Ml�t c>IV cols 61co T T T T SOLID CORE WOOD DOOR; PAINTED MDF PANEL GLASS 20 MIN RATING WOOD STOPS WOOD STOPS WOOD TRIM 4" REVEAL 4" REVEAL 4" REVEAL INTERIOR DOORS SOLID MDF STILES& RAILS SOLID MDF STILES& RAILS SOLID MDF SEE FRAME TYPE SEE FRAME TYPE SEE FRAME TYPE SCHEDULE & TYPES 2 DOOR TYPE A - STILE & RAIL 3 DOOR TYPE B & D - STILE & RAIL 4 DOOR TYPE C - STILE & RAIL A50 3" = V-0" 3" = V-0" 3" = V-0" p r-- Lo NOO N Lr) CV r- Lo CD CV O O 00 O CD OU � � O Q .-11-- O O _OU d� O O Q `~ W DRYWALL 5/8" DRYWALL, TYP. 2 x HEADER 2 X WALL FRAMING SHIM SPACE 2x HEADER 5/$" PAINTED GYP BD 14 BLOCKING PTD TRIM AS REO'D GYP. BD. "L" REVEAL REGLET, - KERF WOOD FRAME N GYP. BD. "L" REVEAL REGLET, 2 X WALL FRAMING ._ _ KERF WOOD FRAME mlv = VW PAINTED GYP BD ol rIN 1x PTD TRIM c) PTD JAMB, HEAD & /Z & 3i SIN \ 2 STOP 21 4 _ PTD JAMB, HEAD & tY POCKET DOOR o rN KERF WOOD FRAME REGLET, STOP O 20 MIN DOOR W/HARDWARE °C 1 X WOOD TRIM OR DOOR FRAME TYPICAL INTERIOR DOOR - HEAD 2 OMIN DOOR - HEAD POCKET DOOR - HEAD 3" CASED OPENING - HEAD 1 .a 2.a � 3.a 4.a = 1'-0 1' " 3" = -0" 3" = 1'-0" 3" = 1'-0" WD CASING GYP. BD. "L" REVEAL REGLET, 8-10b CSG NAIL- 18.. 3.. X' DRYWALL, 4 KERF WOOD FRAME 12"O.C. STAG. � 1 TYP. _u iu 2 2 2 + IN T r - 2x BLOCKING Z CV Z W o w w ® w - LU — B- 2 W — riN } '- POCKET DOOR � � � LSEE DOOR U) � H W/HARDWARE TYPE t " q° SOLID WOOD STOP 2 X WALL FRAMING SOLID WOOD 8-10b CSG NAIL; 12"O.C. STAG. 1x PTD TRIM FRAME :: . ' SO WOOD GYP. BD. "L" REVEAL REGLET, LID W D FRAME KERF WOOD FRAME SHIM 2" REVEAL 1.. 3.. 1.. rT WD CASING 1 X WOOD TRIM �j 2 14 GYP. BD. "L" REVEAL REGLET, 2 4 2 8 10b CSG NAIL; 12"O.C. STAG. FLUSH BASEBOARD OR DOOR FRAME / , KERF WOOD FRAME 2.. BELOW GYP. BD. "L" REVEAL REGLET, v R.O. R.O. � MIN RATED &SPECIFICATION KERF WOOD FRAME IFICAT ON 900-D-1 �/ /$" PAINTED GYP BD U) h TYPICAL INTERIOR DOOR - JAMB h 20 MIN. DOOR - JAMB h POCKET DOOR - JAMB CASED OPENING - JAMB CZ T 1 . 3" = 1'-0" 2. 3" = 1'-0" (3. 3 = 1' 0" 4. b 3 = 1' 0" U. v Z rr J � LL Ocv O T 20 MIN DOOR 20 MIN DOOR M �— J POCKET DOOR 2x WALL FRAMING I.i.l O PTD JAMB& STOP PTD JAMB &STOP W PAINTED GYP BD O J O O M DRYWALL � PTD TRIM � PTD TRIM & Z REVEAL REGLET W RETURN JAMB,TYP O = PTD WOOD BASE TRIM RECESSED TI ALIGN FACE W/GYP.BD SEE FLOOR PLANS SEE FLOOR PLANS ROLLER FOR FINISH FLOOR FOR FINISH FLOOR FINISHED Lo FLOOR LINE PROJECT : 1209 DATE : PERMIT 03.14.13 REVISIONS : TYPICAL INTERIOR DOOR - BASE 20 MIN. DOOR - BASE POCKET DOOR - BASE CASED OPENING - BASE 1 .c 2.c = 3.c = 4.0 3" = 1'-0" 3" 1'-0" 3" 1'-0" 3" = 1' 0" INTERIOR DOORS DETAILS A5m5 p r-- Lo Nao N Lo N r- Lo CO N �0 O co O (.0 _0 OU d' O O Q + O O GENERAL ELECTRICAL NOTES: O � C3 1. RE-SWITCH & RE-PLUG ALL ELECTRICAL W/DECORA AND DIVA DIMMERS AFTER PAINTING O 0- - 2. TYPICAL COLOR OF DECORA: T.B.D. 3. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 4. ELECTRICAL WALK-THRU IS REQUIRED WITH ARCHITECT/OWNER AT ROUGH-IN U) 5 LL RTO BE TAMPE R RESISTANT PER 2012 NEC UNIT A UNIT B LIGHT POWER SYMBOLS HIGH EFFICACY 88 QTY. 81 QTY. ® i RECESSED CAN LIGHT: L-L LITON 4" LED 15W DOWNLIGHT N WALL MOUNTED TELEPHONE OUTLET HIGH EFFICACY 4 QTY. 6 QTY, 17 RECESSED CAN LIGHT: COMBO. DATA/TELEPHONE OUTLET 0) L_L LENSED WET LOCATION LITON 4" LED 15W DOWNLIGHT TV 2 RG6 COAXIAL —HIGH EFFICACY 9 QTY- 11 QTY. O J BOX/PENDANT LIGHT (n � DUPLEX OUTLET HORIZONTAL+8" HIGH EFFICACY 2 QTY. 2 QTY• UNDER CABINET LIGHT- LED A.F.F. (U.N.0.) GROUND FAULT DUPLEX OUTLET, HIGH EFFICACY 2 QTY. 3 QTY. FLORESCENT STRIP LIGHT HORIZONTAL +42"A.F.F. (U.O.N.) DUPLEX OUTLET, HALF SWITCHED HIGH EFFICACY 2 QTY. 2 QTY. 24"x24" FLORESCENT LIGHT HORIZONTAL +8"A.F.F. (U.O.N.) 0 QUAD OUTLET +16"A.F.F. (U.N.O.) HIGH EFFICACY 10 QTY. 9 QTY. ® STEP LIGHT-LED/INTERIOR A O DUPLEX FLOOR OUTLET HIGH EFFICACY 3 QTY. 3 QTY. HINKLEY: 1518BZ-LED SCONCE/EXTERIOR HIGH EFFICACY 3 QTY. 0 QTY. HINKLEY: PATHLIGHT UNDERI8" /EXTERIOR HIGH EFFICACY 5 QTY. 6 QTY. Q BEGA: 6826LED RECESSED CAN/EXTERIOR J BOX- FAN ONLY HIGH EFFICACY 0 QTY. 4 QTY. ® BEGA RECESSED: 2191 LED/EXTERIOR © BATHROOM EXHAUST FAN TOTAL: H.E. 128 (76%) 127 (78%) TOTAL%HIGH EFFICANCY(75%MIN.) ®s SPEAKER LOW EFFICACY 20 QTY. 14 QTY. I G RECESSED CAN LIGHT: co CARBON MONOXIDE DETECTOR L-L 4" LOW VOLTAGE HALOGEN * CARBON MONOXIDE DETECTOR LOW EFFICACY 9 QTY. 9 QTY. 41' TRANSLITE SYSTEM TO BE INSTALLED PER IRC R315 ROTOR-MONOPOINT $ SWITCH LOW EFFICACY 8 QTY. 9 QTY. (34 WALL MOUNTED SCONCE $ 3-WAY SWITCH LOW EFFICACY 3 QTY. 3 QTY. ©j INTER-LUXPIPE LIGHTING s DIMMER TOTAL: L.E. 40 (24%) 35 (22%) TOTAL% LOW EFFICANCY(25%MIN.) p TOTAL FIXTURE 168 162 U = NO czT CEILING HT: 8'-3" U. V Q 22ov FINISH: GWB rr F__ 0 CEILING HT: 8' L _ FINISH: GWB Jc: J O JQ_ _1__j t+42" u- 0 I 1/ 0 c v POWER AS NEEDED FOR MECHANICAL O r _ CEILING HT: 8'-3" FINISH: GWB_ ®� TV EQUIP IR S -� F_7 J J IR SENSOR O Q L I L J FILING HT: 8'-3" TEMP — — J INISH: GWB SENSOR /�/� ® -- c,) _J L_J o CO Q CEILING HT: 8'-11" i co _ I )F ENTRY L FINISH: GWB L-J L� L_J J L J L_J L_L L_J wP co A $ y CEILING HT: 8'-11" TV 10 1 SD D ' A L z FINISH: GWB +60" / CEILING HT: 8' 11" + 2" 7IF -1 o s PROJECT : 1209 FINISH: GWB A � � � � WOOD SOFFIT - D A T E : PERMIT 03.14.13 LL — L- - -L o � t I I J L-J REVISIONS : 1 L J \ L PERMIT 4.04.13 A L-J �f} A j sD CEILING HT: 8'-3' c,, — — — - -� CEILING HT: 8'-3" L F- F -1 p I I I _ -J _J -1211 L_ EGRESS, I I I SD TV L-� POWER AS NEEDED O BE M IN +60" CEILING HT: 8'-3" FOR HOT TUB FLAREA L- -� FINI$"FF GWB CEILING HT: 8'-11" O +60" FINISH: GWB F L-J L_ -J _J - - B WP CEIL)Nd HT: 8'-3 L L_ 1 1 FINISH: GWB — 1 o L_L TIMER L_ A A A A B L1 L RCP UNIT B LOWER LEVEL:RCP 1 1/4" = V-0" ■ p ti Lo N co N Lo N ti Lo CO N �0 .� x I T �� O co W O (.0 _0 OU d' O O Q + O O O � C3 O Q `~ GENERAL ELECTRICAL NOTES: a--+ 1. RE-SWITCH &RE-PLUG ALL ELECTRICAL W/DECORA AND DIVA DIMMERS AFTER PAINTING C/) 2. TYPICAL COLOR OF DECORA: T.B.D. 3. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 4. ELECTRICAL WALK-THRU IS REQUIRED WITH ARCHITECT/OWNER AT ROUGH-IN 5 LL RE PTACLES TO BE TAMPER RESISTANT PER 2012 NEC ® 1 L p UNIT A UNIT B LIGHTING SYM OLS POWER SYMBOLS L_J L_J \ HIGH EFFICACY 88 QTY. 81 QTY. i(a i RECESSED CAN LIGHT: L_ w, J L-J LITON 4" LED 15W DOWNLIGHT N � ._ WALL MOUNTED TELEPHONE OUTLET — W HIGH EFFICACY 4 QTY. 6 QTY. i■L RECESSED CAN LIGHT: JIQ COMBO. DATA/TELEPHONE OUTLET L_J LENSED WET LOCATION LITON 4" LED 15W DOWNLIGHT a 2 RG6 COAXIAL CEILING HT: 8'-1 1" FINISH: GWB HIGH EFFICACY 9 QTY. 11 QTY. O J BOX/PENDANT LIGHT � DUPLEX OUTLET HORIZONTAL+B" _ HIGH EFFICACY 2 QTY. 2 QTY. A.F.F. U.N.O. sD UNDER CABINET LIGHT- LED L-L _ -J GROUND FAULT DUPLEX OUTLET, HIGH EFFICACY 2 QTY. 3 QTY. FLORESCENT STRIP LIGHT HORIZONTAL +42"A.F.F. (U.O.N.) +60" DUPLEX OUTLET, HALF SWITCHED HIGH EFFICACY 2 QTY. 2 QTY. 24"x24" FLORESCENT LIGHT HORIZONTAL +8"A.F.F. (U.O.N.) QUAD OUTLET +16"A.F.F. (U.N.O.) r J A A I � L- HIGH EFFICACY 10 QTY. 9 QTY. ® STEP LIGHT- LED/INTERIOR J +4 A O DUPLEX FLOOR OUTLET - HIGH EFFICACY 3 QTY. 3 QTY. HINKLEY: 1518BZ-LED SCONCE/EXTERIOR FINIS - 1 HIGH EFFICACY 3 OTY. 0 QTY. HINKLEY: PATHLIGHT UNDERI8" /EXTERIOR ° -J CEILING HT: 8'-3":,, L- 1 J BOX- FAN ONLY CEILING HT: 8'-is" FINISH: GWB HIGH EFFICACY 5 QTY. 6 QTY. BEGA: 6826LED RECESSED CAN/EXTERIOR B W CEILING HT: 8'-3" O FINISH: GWB- o FINISH: GWB HIGH EFFICACY 0 QTY. 4 QTY. ® BEGA RECESSED: 2191 LED/EXTERIOR © '-' BATHROOM EXHAUST FAN A L-J IF I CEILING HT: 8'-3" 0 TOTAL: H.E. 128 (76%) 127 (78%) TOTAL% HIGH EFFICANCY(75%MIN.) Os SPEAKER B LOW EFFICACY 20 QTY. 14 QTY. RECESSED CAN LIGHT: ® CARBON MONOXIDE DETECTOR ° L_J 4 LOW VOLTAGE HALOGEN * -J CARBON MONOXIDE DETECTOR LOW EFFICACY 9 QTY. 9 QTY. TRANSLITE SYSTEM TO BE INSTALLED PER IRC R315 In A ROTOR-MONOPOINT SWITCH 3 POWER AS NEEDED LOW EFFICACY 8 QTY. 9 QTY. ( 4 WALL MOUNTED SCONCE $ 3-WAY SWITCH F_-J 7-7 +60" 1F_ OR MECHANICAL 3 I I I I I �—� F_ -1 LOW EFFICACY 3 QTY. 3 QTY. ( 4 INTER-LUXPIPE LIGHTING L-J — L_ _ �, DIMMER _ L- L-J TOTAL: L.E. 40 (24%) 35 (22%) TOTAL% LOW EFFICANCY(25%MIN.) D CD m TOTAL FIXTURE 168 162 � Z ~ U = C7 \ U. EMP Z 2 0-I EN El z El F_ sD L-J U E C) L_ A TV EQUIP L_ 'A B -_ v—, N CEILING HT: 8'-11" TIMER FINISH: GWB u (Z T / F_ I/I L L F_-7 1 J I I I L J L J O 3D o �� J O LL 0 A A 3D3 A ® U /r FILING HT: 9'-61' INISH: WOOD I 00 - o o TIMER - I— r ® Q DOOR BELL \ I I I I I L-J L_J L_J O O LL 0 Lu MOTORIZED } °w I J ui SHADES 7 K' Z W J O O cc \ L J KZ W° 3DD 00 0 cy) - a m GARAGE R — uo — [I*I Ke J KB I I -L WP - - - 1 K3 J / L-J L-J 15L 220V O I O (LIGHT FROM ABOVE) �_ _ POWER AS NEEDED o PROJECT 1209 R-1 A FOR HOT TUB Q O CEILING HT: 9'-11" W — — — I �- FINISH: GWB D ATE : PERMIT 03.14.13 O (t L-J L-J _J TIMER K12 0 D CEILING HT: 9'-11" +4a' / CEILING HT: 9' 6" \ REVISIONS : FINISH: GWB FINISH: GWB 1 1 1 PERMIT 4.04.13 KE A L_J L_J WOOD SOFFIT u _ KE TIMER O j OF ENTRY K'® ---- ---- �-� o ---- --- - +60n _J L_J L_J L_J IR SENSOR TV -J CEILING HT: SLOPE CEILING HT: 9'-5" a FINISH: WOOD FINISH: GWB ° +" K OS W 7 F7 F7 TV +60" 3 wo Ks r--1 F_ -1 --� J L- I I I I I I REF -J M � K13 — K1" +30' 30" O +42" MICR SD — F_ -1 �i OF FIXTURE r- JI L J K� L� J TV DW F s0 Q K6 � CEILING HT: 8'-3' POWER AS NEEDED FOR FP — r- - TIMER o NISH: GWB DI SPOS (� O L_J L_J — — I L-J -� \ WP z +42" AS O OP '42" TIMER D3D I �VE�O 40 V N LIGHT C+j Y A cna F O W J RCP UNIT B MAIN LEVEL / UNIT A LOWER LEVEL: RCP 1 1/4" = 1'-0" 201 p I-- Lo Nao N Lo N Il- Lo CO N 0 x T NMH T (3)) O W O (.0 OU _0 d' O O O � C3 GENERAL ELECTRICAL NOTES: O Q `~ 1. RE-SWITCH & RE-PLUG ALL ELECTRICAL W/DECORA AND DIVA DIMMERS AFTER PAINTING a--+ 2. TYPICAL COLOR OF DECORA: T.B.D. 3. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC WOOD SOFFIT 4. ELECTRICAL WALK-THRU IS REQUIRED WITH ARCHITECT/OWNER AT ROUGH-IN Q. - 5,__ALL RE PTA LE TO BE TAMPER RESISTANT PER 2012 NEC UNIT A UNIT B LIGHTING SYM OLS ��' POWER SYMBOLS HIGH EFFICACY 88 QTY. 81 QTY. I RECESSED CAN LIGHT: — KEY L-� LITON 4" LED 15W DOWNLIGHT N WALL MOUNTED TELEPHONE OUTLET HIGH EFFICACY 4 QTY. 6 QTY. IF- RECESSED CAN LIGHT: COMBO. DATA/TELEPHONE OUTLET ._ L__. LENSED WET LOCATION O Kit 0 LITON 4" LED 15W DOWNLIGHT TV 2 RG6 COAXIAL a HIGH EFFICACY 9 QTY- 11 QTY. JO J BOX/PENDANT LIGHT DUPLEX OUTLET HORIZONTAL+8" W A.F.F. (U.N.0.) HIGH EFFICACY 2 QTY. 2 QTY. 0 UNDER CABINET LIGHT- LED GROUND FAULT DUPLEX OUTLET, HIGH EFFICACY 2 QTY. 3 QTY. FLORESCENT STRIP LIGHT HORIZONTAL +42"A.F.F. (U.O.N.) K 5 DUPLEX OUTLET, HALF SWITCHED — HIGH EFFICACY 2 QTY. 2 QTY. 24"x24" FLORESCENT LIGHT HORIZONTAL +8"A.F.F. (U.O.N.) K13 QUAD OUTLET +16"A.F.F. (U.N.O.) I SLOPE_ HIGH EFFICACY 10 QTY. 9 QTY. ® STEP LIGHT-LED/INTERIOR WP CEILING HT: SLOPE � DUPLEX FLOOR OUTLET � FINISH: WOOD HIGH EFFICACY 3 QTY. 3 QTY. HINKLEY: 1518BZ-LED SCONCE/EXTERIOR I O HIGH EFFICACY 3 QTY. 0 QTY. HINKLEY: PATHLIGHT UNDERI8" /EXTERIOR HIGH EFFICACY 5 QTY. 6 QTY. 0 BEGA: 6826LED RECESSED CAN/EXTERIOR J J BOX- FAN ONLY S Kia HIGH EFFICACY 0 QTY. 4 QTY. ® BEGA RECESSED: 2191 LED/EXTERIOR © BATHROOM EXHAUST FAN TOTAL: H.E. 128 (76%) 127 (78%) TOTAL%HIGH EFFICANCY(75% MIN.) Q SPEAKER 7-7 _ Y MOTORIZED SHADES +42" I +42" g H� 1 JI +42" MICR 20 QTY. 14 QTY. 0 RECESSED CAN LIGHT: CO CARBON MONOXIDE DETECTOR L 2ao® ® N/ GHT -� +66" LOW EFFICACY � � �- L-J 4" LOW VOLTAGE HALOGEN _ CARBON MONOXIDE DETECTOR LOW EFFICACY 9 QTY. 9 QTY. � TRANSLITE SYSTEM TO BE INSTALLED PER IRC R315 L J K>> L L K6 - AS COOUO ROTOR- MONOPOINT $ SWITCH L — — J DW LOW EFFICACY 8 QTY. 9 QTY. GA i WALL MOUNTED SCONCE I I — — 3-WAY SWITCH I +30° I LOW EFFICACY 3 QTY. 3 QTY. ( ] INTER-LUXPIPE LIGHTING 3 L_J L_ s DIMMER TOTAL: L.E. 40 (24%) 35 (22%) TOTAL%LOW EFFICANCY(25%MIN.) J L J —J DISP A TOTAL FIXTURE 168 162 W L K'° L J L_J 0 = Ke +42" D K7 L J +30" p +30" g REF K I qi OF FIXTURE oI v, TIMER N CEILING HT: 9'-10" KEY c T FINISH: GWB L Qp.�� A ry, rD W P Ks" F_ -1 A J J O0 yo +42..L-J L_J ® U A DOOR BELL O T MOTORIZED B B A A � J SHADES - -J D - - CEILING HT: 8'-11" K.A. J L_J _L FINISH: GWB CEILING HT: 10'-0" FINISH: WOOD L- m L-J (LIGHT FROM ABOVE) L \ coF- � - J FAN ONLY MOTORIZED 7-7 TIME TI ER L- SHADES L J - -J POWER FOR RADON / I - A FKFY1 F AND POSSIBLE EF F-- - -J 1 L_J LLJ L- CEILING HT: 9'-0" CEILING HT: 10'-0" sp FINISH: GWB FINISH: GWB PROJECT : 1209 1 L- K3 v _ (ENTRY) 0 DATE : PERMIT 03.14.13 F I I I I J _J L- FAN L �/ �� REVISIONS : 20 — 1 I I I L-J �- TIMER �- �_ I I \ o PERMIT 4.04.13 L_ -J L I o F_ F-- CEILING HT: 8'-3" -J \ L- -JI FINISH: GWB ° ii lik I I � I LL SD L_J OF RM I� - ---- ------\I III GARAGE DOOR —y, MOTORIZED i L J L L �I SHADES 2 I ., I � I I B B o D TIMER 0 0 I cl F_--1 L— L L— J ¢ II w \ w¢ z w _ 30 I r— O F- J a m L_ _J �t-� IL I I I L— _J L_J MOTORIZED SHADES 220 V RCP UNIT B UPPER LEVEL / UNIT A MAIN LEVEL: RCP 1 1/4" = 1'-0" E202 p r-- Lo Nco N Lo N r- Lo CO N X01 x NT�../H� T �0') O W O (.0 GENERAL ELECTRICAL NOTES: O 0 d' O 1. RE-SWITCH &RE-PLUG ALL ELECTRICAL W/DECORA AND DIVA DIMMERS AFTER PAINTING Q O O O 2. TYPICAL COLOR OF DECORA: T.B.D. _U O m 3. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC O 0- - 4. ELECTRICAL WALK-THRU IS REQUIRED WITH ARCHITECT/OWNER AT ROUGH-IN }' 5 LL RE PTACLES TO BE TAMPER RESISTANT PER 2012 NEC UNIT A UNIT B LIGHTING SYM OLS POWER SYMBOLS FHIGH Y 88 QTY. 81 QTY. ® i RECESSED CAN LIGHT: L-J LITON 4" LED 15W DOWNLIGHT N WALL MOUNTED TELEPHONE OUTLET r-7 RECESSED CAN LIGHT: r Y 4 QTY. 6 Q TY. 1 • I � COMBO. DATA/TELEPHONE OUTLET I Ir i 1 c: J LENSED WET LOCATION I I I I LITON 4" LED 15W DOWNLIGHT TV 2 RG6 COAXIAL I I I I HIGH EFFICACY 9 OTY. 11 QTY. 2) J BOX/PENDANT LIGHT DUPLEX OUTLET HORIZONTAL+8" HIGH EFFICACY 2 QTY. 2 QTY. UNDER CABINET LIGHT-LED A.F.F. (U.N.0.) (n GROUND FAULT DUPLEX OUTLET, ^, HIGH EFFICACY 2 QTY. 3 QTY. FLORESCENT STRIP LIGHT HORIZONTAL +42"A.F.F. (U.O.N.) I I I I W DUPLEX OUTLET, HALF SWITCHED HIGH EFFICACY 2 QTY. 2 QTY. 24"x24" FLORESCENT LIGHT HORIZONTAL +8"A.F.F. (U.O.N.) C II � QUAD OUTLET +16"A.F.F. (U.N.O.) I I I I HIGH EFFICACY 10 QTY. 9 QTY. ® STEP LIGHT- LED/INTERIOR A O DUPLEX FLOOR OUTLET HIGH EFFICACY 3 QTY. 3 QTY. HINKLEY: 1518BZ-LED SCONCE/EXTERIOR 1 I I I I HIGH EFFICACY 3 QTY. 0 QTY. HINKLEY: PATHLIGHT UNDERI8" /EXTERIOR I I I I HIGH EFFICACY 5 QTY. 6 QTY. 0 BEGA: 6826LED RECESSED CAN/EXTERIOR J BOX- FAN ONLY HIGH EFFICACY 0 QTY. 4 QTY. ® BEGA RECESSED: 2191 LED/EXTERIOR ©�' BATHROOM EXHAUST FAN B TOTAL: H.E. 128 (76%) 127 (78%) TOTAL%HIGH EFFICANCY(75%MIN.) ®s SPEAKER LOW EFFICACY 20 QTY. 14 QTY. i®� RECESSED CAN LIGHT: co CARBON MONOXIDE DETECTOR L_J 4 LOW VOLTAGE HALOGEN * CARBON MONOXIDE DETECTOR 9 QTY, 9 QTY, TRANSLITE SYSTEM TO BE INSTALLED PER IRC R315 +a7- B LOW EFFICACY � _ ROTOR- MONOPOINT $ SWITCH i _J r L L J L_J L_J _J LOW EFFICACY 8 QTY. 9 QTY. a WALL MOUNTED SCONCE ° -� F_ 3 3-WAY SWITCH I I LOW EFFICACY 3 QTY. 3 QTY. (N INTER-LUXPIPE LIGHTING I _ L_ DIMMER TOTAL: L.E. 40 (24%) 35 (22%) TOTAL% LOW EFFICANCY(25%MIN.) D SD I I -� TOTAL FIXTURE 168 162 -J B FAN _ L J r -� I L L-L I I L- - I ° I B }� _ POWER FOR RADON �0 AND POSSIBLE EF TIMER F_ -1 F_ OF FIXTURE -I L I I ° I I I I L_J L_J L_J J L_J ® N 0 w TV � L_J � T �I TIME Av�\ Z+20" O -1--+ L_J L-J L-J A O U 220 V I I I A A I I - 1 I I TIMER I I I O I F_ -1 Ks� 0 co I r --- ---- ---- -- ---- ----- ----- ---- I (LIGHT FROM ABOVE) I I I I I I I I I co I I I I I I O I I I I I I A PROJECT : 1209 L J 1 �- F_ 1---1 �- -� D A T E : PERMIT 03.14.13 L- I L_J o L_J L_ TIMER A REVISIONS : 0 PERMIT 4.04.13 1 1 j l 1 1 j 3 A I 1 i i 1 1 1 1 L- TIMER - - L-J 11 1 1 1 1 11 1 1 1 1 11 1 1 1 1 11 1 1 1 1 I 1 L J r ----- ----- ----- ---- ---- ---- --- ----- ----- ----- ---- ---- ---------� TV L J *__1 F_ -1 1 I L J I L J L- I I I IL I I 1 1 1 1 I I 1 1 1 1 1 I I L _ _ TIMER 1 1 1 I I I L L J I I I I I 1 I I I I I I I 1 I I I I I I I 1 I I I I I 1 IA ---- ---- ---- ---- --- ---- ---- ---- ---- ---- --- ---- ---- --� I L_ ___ ___ ___J RCP UNIT A UPPER LEVEL: RCP 1 1/4" = 1'-0" 2m3 O N MECHANICAL SPECIFICATIONS. 12. DUCTWORK: PROTECTION AND PLUMBING. DIMENSIONS, SPACE REQUIREMENTS AND POINTS OF CONNECTION TO ALL O a. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE 2012 IMC AND SMACNA EQUIPMENT SHALL BE VERIFIED, AND ANY MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICT WITH THE MECHANICAL LEGEND NOTE: ALL SYMBOLS SHOWN ON LEGEND 00 STANDARDS. BUILDING STRUCTURE AND THE WORK OF THE OTHER TRADES SHALL BE MADE. CONTRACTOR SHALL NOTIFY 1. GENERAL: ARE NOT NECESSARILY USED. 0 b. DUCTWORK SHALL BE GALVANIZED STEEL GAUGES TO MEET SMACNA STANDARDS. DUCTWORK SIZES ARCHITECT IMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR. a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, O L INDICATED ARE FREE CLEAR DIMENSIONS. -HWS- HEATING WATER SUPPLY OA OUTDOOR AIR _U c6 O N FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND/OR SPECIFIED +-' 00 c. ALL DUCT JOINTS SHALL BE SEALED AIR TIGHT WITH RCD CORP. #6 MASTIC ADHESIVE WITH VERSA GRIP 18. COORDINATE LOCATIONS OF ALL ROOF AND EXTERIOR WALL OPENINGS WITH ALL RELEVANT TRADES,AND -HWR- HEATING WATER RETURN RA RETURN AIR � � 0 (_) � HEREIN. b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM OR MESH. PROVIDE WATERTIGHT FLASHINGS WHEREVER PENETRATIONS OCCUR. EXACT LOCATIONS AND SIZES MAY BE N .U) 00 �� d. FLEXIBLE DUCT USED FOR CONDITIONED AIR SHALL BE UL APPROVED, VINYL COATED, WIRE REINFORCED DEPENDENT UPON EQUIPMENT SELECTIONS; COORDINATE SIZES AND LOCATIONS OF ALL OPENINGS WITH -CWS- CHILLED WATER SUPPLY SA SUPPLY AIR U) cn � WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, o -CWR- CHILLED WATER RETURN EA EXHAUST AIR 0 - O FIBERGLASS, WITH MAXIMUM THERMAL CONDUCTIVITY OF 0.30 BTU-IN/HR-FT2-OF F AND A MAXIMUM APPROPRIATE EQUIPMENT REQUIREMENTS. BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE (J .- " Q � LENGTH OF FIVE FEET. -SMS- SNOWMELT SUPPLY RAD RETURN AIR DAMPER V O PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING e. CLOTHES DRYER VENT EXHAUST DUCTWORK SHALL BE ALUMINUM. DUCTWORK SHALL NOT BE 19. PERMANENT ACCESS TO EQUIPMENT SHALL BE PROVIDED, AND A MINIMUM OF 30" CLEAR WORKING SPACE IN -SMR- SNOWMELT RETURN SAD SUPPLY AIR DAMPER E DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. CONNECTED OR INSTALLED WITH SHEET METAL SCREWS OR OTHER FASTENERS THAT WILL OBSTRUCT FRONT OF ACCESS PANELS TO THE COMPRESSOR, BLOWER ASSEMBLY AND AIR FILTER SECTION OF THE C �t N m -RFS- RADIANT FLOOR SUPPLY SG SUPPLY GRILLE � O LL THE EXHAUST FLOW. TERMINATE WITH A WALL CAP WITH A BACK DRAFT DAMPER. SCREENS ARE EQUIPMENT SHALL BE PROVIDED BY GENERAL CONTRACTOR. •� }, O }, 2. WORKMANSHIP: -RFR- RADIANT FLOOR RETURN RG RETURN GRILLE i U) PROHIBITED. REFER TO SECTION 504 OF THE 2012 IMC FOR MAXIMUM DRYER EXHAUST DUCT LENGTHS. (LS a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE MANNER SATISFACTORY TO -G- GAS TG TRANSFER GRILLE U O � f. DUCTWORK SHALL BE SIZED AT A MAXIMUM VELOCITY OF 1,000 FPM/.08" PRESSURE DROP PER 100 FEET. 20. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE WITH CODE APPROVED � J Q N N � AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. g. EACH MECHANICAL VENTILATION SYSTEM (SUPPLY AND/OR EXHAUST)SHALL BE EQUIPPED WITH A VIBRATION ISOLATORS. -MPG- MEDIUM PRESSURE NATURAL GAS SD SUPPLY DIFFUSER •� o'6 L U MEANS OF SHUT-OFF WHEN VENTILATION IS NOT REQUIRED, AND BACKDRAFT DAMPERS WHICH CAN BE (D 00 3. MATERIALS: � PIPE RISER RD RETURN DIFFUSER � R5 ~ CO Op C6 CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED FOR AIR INTAKES AND/OR DISCHARGES. 21. EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED AND RE-ADJUSTED TO INSURE PROPER D PIPE DROP TD TRANSFER DIFFUSER .2 W a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM _,_, I� h. CLEAN OUT ALL DUCTS PRIOR TO SUPPLY AND RETURN GRILLE INSTALLATION FUNCTION OF ALL CONTROLS, MAINTENANCE OF TEMPERATURE,ADEQUACY OF FLOWS AND CAPACITIES, W W � ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. i. DOUBLE THICKNESS TURNING VANES SHALL BE USED ON ALL DUCT TURNS OF 90°. ELIMINATION OF NOISE AND VIBRATION, AND SHALL BE LEFT IN PROPER OPERATING CONDITION. C PIPE TAKEOFF (FROM BOTTOM OF MAIN) OT THERMOSTAT _ J = O >� ---0- PIPE TAKEOFF (FROM TOP OF MAIN) W = U) O 4. SITE INSPECTION: OS SENSOR (CALL OUT ON DRAWINGS) 13. HEATING PIPING: 22. TEST& BALANCING: ] PIP END CAP a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY -}' U N O rz /2 a. HEATING HOT WATER PIPING 2 INCHES AND BELOW SHALL BE TYPE "L" COPPER, HARD DRAWN, WITH a. THE ENTIRE HEATING AND VENTILATING SYSTEM SHALL BE BALANCED BY AN INDEPENDENT CERTIFIED PIPE CONTINUATION FIRE/SMOKE DAMPER (� - 000 O FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. WROUGHT COPPER SWEAT FITTINGS. JOINTS SHALL BE SOLDERED WITH 95-5 OR SILVER SOLDER. TEST AND BALANCE COMPANY. � � O b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND _ PIPE EXPANSION GUIDE }, O Q CONDENSER WATER AND HEATING HOT WATER PIPING 3"AND ABOVE SHALL BE SCHEDULE 40 BLACK b. 5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND FIRE DAMPER FUNCTIONAL SYSTEM. ___­I I I- PIPE UNION -r- U N � O- STEEL A-53 SEAMLESS PIPE WITH WELDED FITTINGS. APPROVAL. �� O c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY b. VALVES SHALL BE CRANE, WALWORTH, NIBCO, STOCKHAM OR EQUAL; SERVICE PRESSURE SHALL BE AS c. ALL REQUIRED RE-SHEEVING AND ADJUSTING OF EQUIPMENT SHALL BE MADE BY THE TEST& BALANCE �� PIPE ANCHOR &-► l MOTOR OPERATED DAMPER (MOD) a 00 t OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. REQUIRED. VALVES SHALL BE SUITABLE FOR SERVICE INTENDED. CONTRACTOR. FLEXIBLE PIPE CONNECTION c. PROVIDE HANGERS, SUPPORTS AND INSULATION SADDLES AS REQUIRED AND PER ANSI REQUIREMENTS. d. ALL FINAL MEASURED CAPACITIES SHALL BE WITHIN 10% OF THOSE INDICATED ON THE PLANS. MANUAL BALANCING DAMPER p 5. CODES AND PERMITS: � PIPE EXPANSION JOINT m a. ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2012 INTERNATIONAL PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. e POINT OF NEW CONNECTION ,R,o CHANGE OF ELEVATION � d. PIPING SHALL BE SIZED AT A MAXIMUM PRESSURE DROP OF 3.5 FT PER 100 FEET&4 FEET/SEC VELOCITY. 23. FINAL LOCATION OF GRILLES, REGISTERS & DIFFUSERS SHALL BE PER THE ARCHITECTURAL PLANS, ELEVATIONS (D) DROP (R) RISE MECHANICAL CODE (IMC), 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)AND ORDINANCES e. CONTROL VALVE Cv RATINGS SHALL BE SELECTED AT A MAXIMUM PRESSURE DIFFERENTIAL ACROSS THE OR AS PER FIELD REQUIREMENTS. PLUG VALVE AS INTERPRETED BY THE TOWN OF VAIL. FLEXIBLE DUCT CONNECTION VALVE OF 2 PSI. -i/1- CHECK VALVE ry- b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. f. PROVIDE 3" DIA. x 24" L SCHEDULE 40 PVC INLINE FILTER FILLED WITH LIMESTONE AGGREGATE TO 24. THE GENERAL CONTRACTOR SHALL FURNISH & INSTALL ALL OF THE REQUIRED ACCESS PANELS IN THE DRYWALL BALL VALVE TURNING VANES IN 90° ELBOW c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. NEUTRALIZE THE BOILER'S CONDENSATE DRAIN. CEILINGS TO GAIN SERVICE ACCESS TO THE EQUIPMENT. EQUIPMENT WITH MANUFACTURER MANDATED l� �,"� BALANCING VALVE DUCT SIZES ARE NET FREE AREA 6. AS-BUILTS: SERVICE REQUIREMENTS INSTALLED WITHIN CRAWLSPACES MUST BE A MAXIMUM OF 20 FEET FROM AN ACCESS FLOW REGULATOR VALVE ??x?? 1ST NO. IS DUCT WIDTH. 14. PIPING INSULATION: PANEL. 2ND NO. IS DUCT DEPTH. a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DOCUMENTS WITH ALL CHANGES NOTED a. ALL HYDRONIC PIPING SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS PER SECTION 1204 -I\I- BUTTERFLY VALVE THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. SECTION THRU ROUND DUCT OF THE 2012 IMC. 25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION, OPERATION & PRESSURE REDUCING VALVE b. INSULATION SHALL BE UL LISTED IN COMPLIANCE WITH A FLAME-SPREAD INDEX NOT MORE THAN 25 AND MAINTENANCE MANUAL'S RECOMMENDATIONS ESPECIALLY FOR SERVICE CLEARANCES. m SECTION THRU SUPPLY AIR DUCT 7. GUARANTEE: SMOKE DEVELOPED INDEX NOT MORE THAN 450, PER THE 2012 IMC. INSTALLATION SHALL BE IN 2-WAY CONTROL VALVE a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST ACCORDANCE WITH IMC REQUIREMENTS. 26. FILTERS: SECTION THRU RETURN/EXHAUST AIR DUCT DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION. c. ALL HYDRONIC PIPING SHALL BE INSULATED TO A MINIMUM OF R-3. a. SHALL BE UL RATED AND APPROVED. 3-WAY CONTROL VALVE d. ALL PIPING ROUTED BELOW THE SLAB UNDERGROUND SHALL BE TYPE "k" COPPER AND SHALL BE b. PRESSURE DROPS SHALL NOT EXCEED .10" STATIC PRESSURE. ROUND DUCT TURN DOWN 8. SUBMITTALS: INSULATED WITH ARMIFLEX TYPE INSULATION. 4-WAY CONTROL VALVE a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE SUBMITTED TO THE 27. ELECTRICAL CONNECTIONS: SUPPLY DUCT TURN DOWN ARCHITECT FOR REVIEW (SIX COPIES OF EACH). 15. TEMPERATURE CONTROL DEVICES: a. UNLESS OTHERWISE INDICATED ALL MAGNETIC MOTOR STARTERS, THERMAL OVERLOADS, LOW DIFFERENTIAL BYPASS VALVE RETURN/EXHAUST DUCT TURN DOWN a. THE HVAC SYSTEM SHALL BE PROVIDED WITH 7-DAY PROGRAMMABLE AUTOMATIC SPACE TEMPERATURE VOLTAGE THERMOSTATS, CONTROL RELAYS, CONTROL TRANSFORMERS AND SOLENOID VALVES SHALL 9. COORDINATION: STRAINER CFM-S CONTROL DEVICES (THERMOSTATS)AS SHOWN ON THE PLANS. THE THERMOSTATS SHALL BE CAPABLE BY FURNISHED BY THE MECHANICAL CONTRACTOR. SUPPLY REGISTER/DIFFUSER/LOUVER a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. NECK SIZE OF SCHEDULING OCCUPANCIES AND PROVIDING SETBACK CAPABILITIES TO MAINTAIN ZONE SETPOINTS b. PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENT CHARACTERISTICS INDICATED ON THE b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST DOWN TO 55°F OR UP TO 85°F. DRAWINGS. NATURAL GAS PRESSURE REGULATOR CF� RETURN REGISTER/DIFFUSER/LOUVER ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. NECK SIZE b. CONTROLS SHALL BE CAPABLE OF OPERATING THE SYSTEM HEATING AND COOLING IN SEQUENCE AND c. IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PER THE CONTRACT DOCUMENTS. � AIR VENT CFM >< SHALL BE ADJUSTED TO PROVIDE A DEADBAND OF AT LEAST 5°F BETWEEN HEATING AND COOLING. d. COORDINATE ALL EQUIPMENT REQUIRING ELECTRICAL POWER, REGARDLESS OF VOLTAGE, WITH OTHER NECK SIZE OUTSIDE AIR REGISTER/DIFFUSER/LOUVER U) 10. CUTTING AND PATCHING: c. THERMOSTATS SHALL HAVE NUMERIC SET POINTS IN °F, ADJUSTABLE SETPOINT STOPS AND SHALL BE TRADES, SO THAT ALL SYSTEMS ARE COMPLETE AND OPERATIONAL. a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING)SHALL BE PROVIDED � PRESSURE -TEMP. TAP CFM-E EXHAUST REGISTER/DIFFUSER/LOUVER MOUNTED AT 54"ABOVE FINISHED FLOOR ADJACENT TO THE ROOM'S LIGHT SWITCH. e. ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH PHASE LOSS PROTECTION. NECK SIZE UNDER OTHER SECTIONS OF THE WORK. f. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS PROVIDED BY MECHANICAL PRESSURE GAUGE ��CFM DOOR UNDERCUT b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. 16. GAS APPLIANCE VENTING: CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. c. X-RAY SLABS PRIOR TO CORING. a. ACCEPTABLE VENT MATERIALS, ROUTING, DISTANCE AND TERMINATION LOCATIONS SHALL COMPLY WITH THERMOMETER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL REQUIREMENTS IN CHAPTER 8 OF THE 2012 28. TEMPORARY HEATING DURING CONSTRUCTION: �� A (A)SECTION CUT LINE 11. CLEANUP: B (B) SHEET SHOWN ON IMC. a. MECHANICAL EQUIPMENT SHALL NOT BE UTILIZED FOR TEMPORARY HEATING. o a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL REMOVE ALL b. GAS FIRED TEMPORARY HEAT SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES 17. BEFORE STARTING ANY WORK, THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL EXAMINE A COMPLETE v CLEAN AND ORDERLY. SET OF DRAWINGS FOR ALL TRADES, INCLUDING ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, FIRE REVERSE RETURN LAYOUT J TIE WRAP TO CONCRETE \� 2" MIN. WIRE TIE 3' O.C. 5/a" HePEX TUBING REINFORCING ® z / SEQUENCE OF OPERATION. SYSTEM LOOP SYSTEM LOOP CONCRETE SEE FIGURE 2 SPACED 9"O.C. COVER B-1, WH-1, P-1, P-2: I�YP �� � 3' . 0 UPON A CALL FOR SPACE HEATING OR SNOWMELTING, THE BOILER SHALL FIRE BASED UPON A RAMP DELAY 0 TWIST-IN FITTING W/ M FUNCTION (USER SPECIFIED PARAMETERS). AN OUTDOOR RESET CURVE WILL SET THE UPPER HEATING LIMIT MANUAL DAMPER, 1..1..1 0 WITH A MAXIMUM BOILER SUPPLY WATER TEMPERATURE OF 140°F. UPON A CALL FOR DOMESTIC WATER HANDLE, & LOCK NUT 1 U + I I HEATING, P-1 SHALL STOP, P-2 SHALL START, AND THE BOILER SHALL PROVIDE 180°F SUPPLY WATER TO WH-1 0 BOILER LOOP COMPACTED � FOR THIRTY (30) MINUTES, OR UNTIL THE CALL IS SATISFIED, WHICHEVER COMES FIRST. INSULATED RIGID DUCT IN & OUT 1 BASE I %/ ® J RADIANT FLOORS: OR MANIFOLD GRADE ~ 0 ® NOTE: �� I Co THE RADIANT FLOORS SHALL BE CONTROLLED ACCORDING TO WALL MOUNTED THERMOSTATS. UPON A CALL O ,' DO NOT INSTALL A BALL VALVE IN BETWEEN THE TEES. FOR HEAT, THE ASSOCIATED ZONE VALVE(S)SHALL OPEN. � O Of < CLOSELY SPACED TEES DETAIL 2" HIGH DENSITY RIGID PROVIDE ARMIFLEX INSULATION SLEEVES AT NO SCALE EDGE INSULATION ALL EXPANSION JOINTS IN THE CONCRETE m P-3a & P-3b: WORM DRIVE S.S. PRESSURIZE SNOW MELT TUBING TO 100 PSI THE VARIABLE SPEED HEATING PUMPS SHALL OPERATE IN DU CLAMP AIR TO PREVENT CRUSHING OF TUBE WHEN TY/STANDBY MODE. UPON ANY CALL FOR THE CONCRETE IS POURED HEATING, EITHER PUMP SHALL START AND VARY ITS SPEED ACCORDING TO A PROPORTIONAL PRESSURE CURVE. THE 3-WAY MIXING VALVE AT THE PUMP INLET SHALL MODULATE TO PROVIDE A HEATING SUPPLY MANIFOLD SUPPORT SNOWMELT TUBING DETAIL WATER TEMPERATURE ACCORDING TO AN OUTDOOR RESET CURVE WITH A MAXIMUM TEMPERATURE OF 130°F MULTITHERM 2-WAY AEC PROJECT #: 13017 BRACKET(TYP) ZONE CONTROL VALVE NO SCALE ROUND DUCT TAKE-OFF END CAP DATE: ISSUE: SNOWMELT ZONES, P-4& P-5: NO SCALE W/VENT - ` RETURN MAIN MANIFOLD SUPPORT VALVE CAP ANGLE VALVES(TYP) THE SNOWMELT SYSTEM SHALL BE CONTROLLED ACCORDING TO AN OUTDOOR TEMPERATURE SENSOR AND A q� / BRACKET(TYP.) 03-05-13 DRB SET SLAB SNOW/ICE SENSOR. WHEN THE OUTDOOR TEMPERATURE IS BELOW 35°F(ADJ.), THE SNOWMELT SYSTEM 111 END CAP 04-04-13 PERMIT SET SHALL BE ENABLED, P-5 SHALL RUN, AND P-4 CYCLE TO MAINTAIN A SLAB TEMPERATURE OF 28°F(ADJ.). IF THE RETURN MANIFOLD W/VENT ` RETURN MAIN SYSTEM IS ENABLED AND MOISTURE IS SENSED ON THE SLAB, THE P-4 SHALL CYCLE TO MAINTAIN A SLAB I q / TEMPERATURE OF 38°F (ADJ.). DRAIN DOWN RETURN MANIFOLD EXHAUST FANS, MECHANICAL COOLING: ACCU SETTER HOSE BIB ALL BATH EXHAUST FANS SHALL BE INTERLOCKED WITH WALL SWITCH. GARAGE EXHAUST FANS SHALL BE DRAIN DOWN Drawn By: Checked By: INTERLOCKED WITH CO SENSOR, AND OPERATE FOR 15 MINUTES (ADJ.)WHEN CO IS DETECTED. MECHANICAL W COMPRESSION 1/2"0 LOOP ACCU SETTER HOSE BIB KBW TOC ROOM EXHAUST FANS SHALL BE INTERLOCKED WITH COOLING ONLY THERMOSTAT AND MECHANICAL DAMPER FITTING (TYP) RETURN PIPING ` SUPPLY IN OUTDOOR AIR SUPPLY DUCT. UPON A CALL FOR COOLING, DAMPER SHALL OPEN AND FAN SHALL OPERATE (TYP) / MAIN END CAP COMPRESSION 5/8"O LOOP RETURN UNTIL CALL IS SATISFIED. q /// W/VENT � FITTING (TYP) PIPING (TYP) /� SUPPLY / MAIN MECHANICAL R SUPPLY MANIFOLD q�-q T4 SUPPLY MANIFOLD LEGEND DRAIN DOWN `BALL HOSE BIB DRAIN DOWN SPECS & VALVE BALL HOSE BIB WHENEVER POSSIBLE R=W COMPRESSION � � STANDARD RADIANT MANIFOLD SHALL VALVE SEQUENCE IN AREAS OF TIGHT CLEARANCE, R=W/2 IS ACCEPTABLE FITTING (TYP) 1/2"0 LOOP SUPPLY INCLUDE ANGLE VALVES ONLY AND BE COMPRESSION 5/8"0 LOOP SCALE 1/4" = F-0" FITTING (TYP) CONTROLLED BY A SINGLE ZONE VALVE FITTING (TYP) SUPPLY FITTING (TYP) LOCATED W/MANIFOLD. DUCT RADIUS ELBOW DETAIL RADIANT FLOOR MANIFOLD DETAIL SNOWMELT MANIFOLD DETAIL m 1 400 NO SCALE NO SCALE NO SCALE 1 of 7 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N RADIANT SCHEDULE UNIT B OR EQUIVALENT GLYCOL FEEDER SCHEDULE OR EQUIVALENT 00 TUBE TANK DIMENSIONS ELECTRICAL DATA OPER. W SERVICE SPACING GPM/ZONE Remarks SERVICE LOCATION VOLUME WEIGHT LOCATION MANIFOLD ZONE MANUFACTURER& AREA(SQ BTUH/SQ SURFACE TUBE DIA NUMBER LOOP GPM/ PD UNIT MANUFACTURER& FREE FLOW -f--+ -0 TAG TAG MODEL NO. FT) FT FINISH (IN) LOOPS LENGTH LOOP (FT) TAG MODEL NO. L (IN) W(IN) H (IN) (GPM) W V/PH /Hz C: CU C6 r (IN) (GAL) (LBS) U O U-3 1 WIRSBO hePEX 100 Media Room,Laundry 365 10 CARPET 1/2" 9 2 253 0.4 0.8 30% Propylene Glycol GF-1A AXIOM-MF200 RADI ANT UNITA BOILER, MECH ROOM 6.6 11.75 11.75 16.00 0.7 50 120/1 /60 65 - O C) RADI (D 00 07 L7 2 WIRSBO hePEX 102 Bedroom 1 320 16 CARPET 1/2" 9 2 223 0.6 1.1 30% Propylene Glycol GF-2A AXIOM-MF200 UNITA MECH ROOM 6.6 11.75 11.75 16.00 0.7 50 120/1 /60 65 - � a) O ~ 1 3.7 SNOWMELT 0 U) ® Q O 3 WIRSBO hePEX 105 Bath 95 16 CERAMIC TILE 1/2" 9 1 136 0.3 0.3 30% Propylene Glycol GF-2B AXIOM-MF200 UNIT B BOILER, MECH ROOM 6.6 11.75 11.75 16.00 0.7 50 120/1 /60 65 - d' O RADIANT X 4 WIRSBO hePEX 108 Bedroom 2 255 10 CARPET 1/2" 9 2 180 0.3 0.6 30% Propylene Glycol UNITB N M U GF-2B AXIOM-MF200 SNOWMELT MECH ROOM 6.6 11.75 11.75 16.00 0.7 50 120/1 /60 65 - -� }, 0) v LL _ L CO -C6 5 WIRSBO hePEX 111 Bedroom 3 215 7 CARPET 1/2" 9 1 296 0.3 0.3 30% Propylene Glycol U O 2 1.4 QN ( U 6 WIRSBO hePEX 113 Bath 55 5 CERAMIC TILE 1/2" 9 1 83 0.1 0.1 [301/o Propylene Glycol EXPANSION TANK SCHEDULE OR EQUIVALENT -- °� � �s 00 MC) O00 C6 200 Entry,201 Mud Room,202 TANK ACCEPT DIMENSIONS CHARGE OPERAT. RELIEF OPER. U 7 WIRSBO hePEX y 185 30 QUARRIED STONE 1/2" 12 1 195 1.2 1.2 30% Propylene Glycol,Warmboard UNIT MANUFACTURER& SERVICE LOCATION VOLUME VOLUME PRESSURE PRESSURE PRESSURE WATER WEIGHT REMARKS W _,_, W LJJ ti Powder TAG MODEL NO. DIA(IN) H (IN) TEMP(°F) U (GAL) (GAL) (PSI) (PSI) (PSI) (LBS) N J Z O 204 Kitchen,205 Dining,206 Living ° - - ti 3 8 WIRSBO hePEX 705 26 QUARRIED STONE 1/2" 12 4 186 1.0 4.1 11.2 30% Propylene Glycol,Warmboard ((S = U) p� Room ET-1A AMTROL UNITAHEATING MECH ROOM 7.6 2.5 11 23 12 12 30 140 35 EXTROL 60 9 WIRSBO hePEX 207 Garage 530 15 CONCRETE 1/2" 12 3 187 0.6 1.8 [30% Propylene Glycol,Warmboard }' U N O C ET-1 B AMTROL UNIT B HEATING MECH ROOM 7.6 2.5 11 23 12 12 30 140 35 EXTROL 60 0 � CD Q 10 WIRSBO hePEX 301 Master 350 16 CARPET 1/2" 12 2 185 0.6 1.3 30% Propylene Glycol,Warmboard +-+ 0 AMTROL UNITA 4 3.1 ET-2A EXTROL 60 SNOWMELT MECH ROOM 7.6 2.5 11 23 12 12 30 130 35 11 WIRSBO hePEX 302 Master Bath 150 13 CERAMIC TILE 1/2" 12 1 160 0.4 0.4 30% Propylene Glycol,Warmboard U 'Z-a Q 20 AMTROL UNITB 00 ET-2B MECH ROOM 7.6 2.5 11 23 12 12 30 130 35 300 Bridge,306 Office,307 Bedroom EXTROL 60 SNOWMELT X 12 WIRSBO hePEX 4 495 18 CARPET 112" 12 3 175 0.7 2.0 30% Propylene Glycol,Warmboard O 5 3.8 m 13 WIRSBO hePEX 308 Bath 60 21 CERAMIC TILE 1/2" 12 1 70 0.3 0.3 30% Propylene Glycol,Warmboard EXHAUST FAN SCHEDULE OR EQUIVALENT 0 ELECTRICAL DATA NOISE UNIT MANUFACTURER& SERVICE LOCATION TYPE TOTAL FAN ESP(IN) LEVEL OPER. REMARKS RADIANT SCHEDULE UNIT A OR EQUIVALENT TAG MODEL NO. CFM RPM POWER V/PH/Hz (SONES) WT.(LBS) MANIFOLD ZONE MANUFACTURER& AREA(SQ BTUH/SQ SURFACE TUBE DIA TUBE NUMBER LOOP GPM/ PD PANASONIC EF-1 UNIT B BATH 105 UNIT B BATH 105 CEILING 50 1,101 0.25 7.5 W 120/1 /60 0.3 10.2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH TAG TAG MODEL NO. SERVICE FT) FT FINISH (IN) SPACING G LOOPS LENGTH LOOP GPM/ZONE (FT) Remarks FV-05VK3 EF-2 PANASONIC UNIT B BATH 113 UNIT B BATH 113 CEILING 80 1,130 0.25 11 W 120/1 /60 0.4 10.2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH 1 WIRSBO hePEX 100 Media Room, Laundry 455 11 CARPET 112" 9 3 212 0.4 1.1 30% Propylene Glycol FV-08VK3 EF-3 PANASONIC UNIT B POWDER UNIT B POWDER CEILING 50 1,101 0.25 7.5 W 120/1 /60 0.3 10.2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH 2 WIRSBO hePEX 104 Bedroom 1 265 13 CARPET 112" 9 2 186 0.4 0.8 30% Propylene Glycol FV-05VK3 202 202 1 1.7 ANASONIC 3 WIRSBO hePEX 107 Bath 95 16 CERAMIC TILE 1/2" 9 1 136 0.3 0.3 30% Propylene Glycol EF-4 PANASO UNITABATH 113 UNITABATH 113 CEILING 50 1,101 0.25 7.5 W 120/1 /60 0.3 10.2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH o EF-5 PANASONIC UNITABATH 107 UNITABATH 107 CEILING 80 1,130 0.25 11 W 120/1 /60 0.4 10.2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH 4 WIRSBO hePEX 109 Bedroom 2 235 10 CARPET 1/2" 9 2 166 0.3 0.5 30/° Propylene Glycol FV-08VK3 ■ 5 WIRSBO hePEX 111 Bedroom 3 210 15 CARPET 1/2" 9 2 150 0.4 0.7 30% Pro PANASONIC Propylene Glycol EF-6 FV-08VK3 UNIT B BATH 302 UNIT B BATH 302 CEILING 80 1,130 0.25 11 W 120/1 /60 0.4 10.2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH 2 1.2 6 WIRSBO hePEX 113 Bath 40 10 CERAMIC TILE 1/2" 9 1 63 0.1 0.1 30% Propylene Glycol EF-7 PANASONIC UNIT B WC 303 UNIT B WC 303 CEILING 50 1,101 0.25 7.5 W 120/1 /60 0.3 10.2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH FV-05VK3 7 WIRSBO hePEX 200 Entry,202 Powder Room ,201 180 30 QUARRIED 1/2" 12 2 100 0.6 1.3 30% Propylene Glycol PANASONIC Mud Room STONE EF-8 FV-08VK3 UNIT B BATH 308 UNIT B BATH 308 CEILING 80 1,130 0.25 11 W 120/1 /60 0.4 10.2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH >< 204 Kitchen,205 Dining,206 Living QUARRIED 3 8 WIRSBO hePEX Room 635 29 STONE 112" 12 4 169 1.0 4.1 7.0 30% Propylene Glycol EF 9 PANASONIC UNITAPOWDER UNITAPOWDER FV 05VK3 202 202 CEILING 50 1,101 0.25 7.5 W 120/1 /60 0.3 10.2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH 9 WIRSBO hePEX 207 Garage 545 15 CONCRETE 1/2" 12 3 192 0.6 1.8 [30% Propylene Glycol PANASONIC EF-10 UNITABATH 309 UNITABATH 309 CEILING 80 1,130 0.25 11 W 120/1 /60 0.4 10.2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH FV-08VK3 4 10 WIRSBO hePEX 301 Master 335 14 CARPET 1/2 2.6 EF-11 11 12 2 178 0.5 1.1 30% Propylene Glycol PANASONIC FV-08VK3 UNITABATH 304 UNITABATH 304 CEILING 80 1,130 0.25 11 W 120/1 /60 0.4 10.2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH 11 WIRSBO hePEX 304 Master Bath 110 28 CERAMIC TILE 112" 12 1 120 0.7 0.7 30% Propylene Glycol EF-12 PANASONIC UNIT AWC 305 UNIT AWC 305 CEILING 50 1,101 0.25 7.5 W 120/1 /60 0.3 10.2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH 12 WIRSBO hePEX 306 Office,300 Bridge 255 17 CARPET 1/2" 12 2 138 0.5 1.0 30% Propylene Glycol EF-13 PANASONIC UNIT B GARAGE UNIT B GARAGE CEILING 257 990 0.25 62 W 120/1 /60 2.0 18.3 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH AND CO V 5 13 WIRSBO hePEX 308 Bedroom 4 255 13 CARPET 1/2" 12 2 138 0.4 0.8 1.6 30% Propylene Glycol FV-30VQ3 SENSOR .. PANASONIC INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH AND CO J EF-14 FV-30VQ3 UNITAGARAGE UNITAGARAGE CEILING 257 990 0.25 62W 120/1 /60 2.0 18.3 SENSOR 14 WIRSBO hePEX 309 Bath 55 30 CERAMIC TILE 1/2" 12 1 65 0.4 0.4 30% Propylene Glycol Q EF-15 PANASONIC UNIT B MECH UNIT B MECH FV-13VKM3 ROOM ROOM CEILING 135 662 0.25 21.5 W 120/1 /60 0.7 12.6 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH THERMOSTAT o ® > BOILER SCHEDULE OR EQUIVALENT EF-16 PANASONIC UNITAMECH UNITAMECH CEILING 135 662 0.25 21.5 W 120/11 /60 0.7 12.6 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH THERMOSTAT `- FV-13VKM3 ROOM ROOM 8150'ASL IN WC O CAPACITY(MBH)@ GAS PRESSURE GAS RELIEF ELECTRICAL STACK OPER. UNIT MANUFACTURER& FLOW MAX PD EWT LWT DATA DIMENSIONS TAG MODEL NO. SERVICE LOCATION ( ) VALUE PRESS DIA. WT. REMARKS BTU/CF PSI IN ( ) (GPM) (FT) ( ) (°F) (°F) ( ) (LBS) H EAT EXCHANGER SCHEDULE OR EQUIVALENT m IN OUT MIN MAX V/PH/Hz L(IN) H H(IN) WIN O o LOCHINVAR PRIMARYSIDE SECONDARYSIDE O B-1A UNITA MECH ROOM 199.9 159.0 4 14 808 14.0 0.8 30 140 115 120/1/60 3 175 18.5 33.25 19 1,3,4,5,6,7 UNIT MANUFACTURER SERVICE LOCATION TOTAL DIMENSIONS REMARKS o WHN 199 TAG MODEL N0. MBH EWT(°F) LWT(°F) GPM PD(FT) EWT(°F) LWT(°F) GPM PD(FT) (WxLxH) B-1 B LOCHINVAR UNITB MECH ROOM 199.9 159.0 4 14 808 14.0 0.8 30 140 115 120/1/60 3 175 18.5 33.25 19 1,3,4,5,6,7 WHN 199 HX-1A TRIANGLE TUBE UNITA TTP7L 24 SNOWMELT MECHANICAL ROOM 69.0 140 123 8.5 0.5 106.2 130 6.5 0.2 10.7 X2.8 X20.9 SINGLE WALL co 1 -OUTDOOR RESET,2-50% P.G.,3-30% P.G.,4-FLOW SWITCH,5-LOW LIMIT CUTOUT,6-E.P.O.SWITCH,7-RAMP DELAY HX-1B TRIANGLE TUBE TTP7L- SNOWMELT MECHANICAL ROOM 72.0 140 123 8.9 0.5 105.9 130 6.7 0.2 10.7 X2.8 X20.9 SINGLE WALL C) HOT WATER GENERATOR SCHEDULE OR EQUIVALENT STORAGE BOILER MINIMUM PRESS. BOILER WATER TEMP. DOM.WATER TEMP. GPH @ DIMENSIONS �+ UNIT MANUFACTURER & OPER. .(LB SNOWMELT SCHEDULE OR EQUIVALENT TAG MODEL NO. SERVICE LOCATION CAPACITY OUTPUT BOILER DROP IN °F OUT °F IN °F OUT °F 100°F AT DIA IN H IN WT.(LBS) REMARKS (GAL.) (MBH) GPM (FT) ( ) ( ) ( ) ( ) (S.L.) ( ) ( ) TUBE ZONE MANUFACTURER & AREA BTUH/ SURFACE TUBE DIA NUMBER LOOP GPM/ GPM/ AEC PROJECT #: 13017 WH-1A TRIANGLE TUBE UNITADHW MECH ROOM 80 161 5.0 4.5 180 150 40 140 240 26 61 980 - TAG MODEL NO. SERVICE (SQ FT) SID FT FINISH (IN) SPACING LOOPS LENGTH LOOP MANIFOLD PD (FT) REMARKS SMART 80 (IN) TRIANGLE TUBE 1B WIRSBO hePEX UNIT B LIVING ROOM DECK 365 125 CONCRETE 5/8 9 3 162 1.41 4.3 6.04 50% PROPYLENE GLYCOL DATE: ISSUE: WH-1 B UNIT B DHW MECH ROOM 80 161 5.0 4.5 180 150 40 140 240 26 61 980 - SMART80 2B WIRSBO hePEX UNITB ENTRY 205 125 CONCRETE 5/8 9 2 137 1.19 2.4 3.79 50% PROPYLENE GLYCOL 03-05-13 DRB SET 1A WIRSBO hePEX UNITA HOT TUB DECK 135 125 CONCRETE 5/8 9 1 180 1.57 1.6 8.02 50% PROPYLENE GLYCOL 04-04-13 PERMIT SET PUMP SCHEDULE OR EQUIVALENT 2A WIRSBO hePEX UNIT A ENTRY 250 125 CONCRETE 5/8 9 2 167 1.45 2.9 6.50 50% PROPYLENE GLYCOL 3A WIRSBO hePEX UNITA LIVING ROOM DECK 165 125 CONCRETE 5/8 9 2 110 0.96 2.0 2.11 50% PROPYLENE GLYCOL UNIT MANUFACTURER & TOTAL ELECTRICAL DATA TAG MODEL NO. SERVICE LOCATION TYPE GPM HEAD REMARKS (FT) V/PH /Hz HP\W P-1 GRUNDFOS B-1 MECHANICAL ROOM INLINE 14.0 5.0 115/1 /60 175 W 1 Drawn By: Checked By: UP 26-64 F GRUNDFOS KBW TOC P-2 UP 26-64 F WH-1 MECHANICAL ROOM INLINE 14.0 9.0 115/1 /60 175W 1 P-3a&b GRUNDFOS HEATING MECHANICAL ROOM INLINE 15.0 14.0 115/1 /60 85 W 1,3 MECHANICAL MAGNA 32-60 F DISTRIBUTION P-4 GRUNDFOS HX-1 PRIMARY MECHANICAL ROOM INLINE 9.0 3.0 115/1 /60 185W 1 SCHEDULES UP 15-42 F P-5 GRUNDFOS HX-1 SECONDARY MECHANICAL ROOM INLINE 8.0 11.0 115/1 /60 175 W 2 UPS 26-64 F 1-30% PROPYLENE GLYCOL,2 -50% PROPYLENE GLYCOL,3 -VARIABLE SPEED SCALE 1/4" = F-0" mie 2 of 7 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. 0 N 00 -f�-+ O �--+ U (a 0 OU00 o U C/) � �� O - ti O m0Q (D E �� N x O a) N v C0 •� � Uczjo > Q N N •� °6 � 06 0 N —m C) 0 C6 W W � J2O co W � jrn AIR SEPARATOR- ate-+ M O SPIROVENT VJR 150 U NO C U 000 0 OR SIMILAR � O 0 !E N e 5 TO/FROM RADIANT MANIFOLDS � :2 Q � ~ TO/FROM SNOWMELT X O MANIFOLDS I I m 1 XV ET z 1" VFD 3e b VFD P S AIR SEPARATOR- e ■ SPIROVENT VSR 250 OR SIMILAR HEATING SUPPLY BOILER SUPPLY WATER WATER TEMPERATURE TEMPERATURE SENSOR SENSOR 3-WAY THERMOSTATIC MIXING VALVE S PROVIDE OUTDOOR w U) CLOSELY SPACED RESET CAPABILITIES. TEES - (4) PIPE DIAMETERS MAX. 29 Y12" z n 1 %4" o J r4" Q e P Z 0 O > 0 0 0 4 00 J, 30 PSI PRESSURE O X 1 4" RELIEF VALVE (TYP.) co 1 %4" 1 1 30 PSI PRESSURE RELIEF VALVE AEC PROJECT #: 13017 _ _ I MANUAL FILL MANUAL FILL e DATE: ISSUE: 1 B S 03-05-13 DRB SET ET 2 ROUTE TO I O 04-04-13 PERMIT SET ET 1 FLOOR GF s GF DRAIN (TYP.) 2 Drawn By: Checked By: KBW TOC HEATING WATER PIPING DIAGRAM NO SCALE. TYPICAL FOR UNIT A& B MECHANICAL PIPING DIAGRAM SCALE 1/4" = F-0" M1 ,02 3 of 7 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N O GENERAL NOTES: SHEET DETAIL NOTES: 0 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND 0 ROUTE DRYER VENT TO EXTERIOR WALL AND TERMINATE WITH WALL 4_0 0 STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE CAP. DO NOT COMBINE WITH OTHER VENTS, EXCEED 35' EQUIVALENT L STRUCTURAL ENGINEER. LENGTH OR PENETRATE A FIRE RATING. TERMINATE AT LEAST T FROM U C: O Lo CO OPENINGS INTO BUILDING. 0 (_) 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE N .� 00 A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. O2 ROUTE 3" BOILER FLUE AND 3" COMBUSTION AIR VENT UP. TOTAL U � � DEVELOPED LENGTH NOT TO EXCEED 100'. COORDINATE EXACT ti 3. ALL DUCTWORK PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL ROUTING IN FIELD AND ACCORDING TO MANUFACTURERS GUIDELINES rO O O Q INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. AND LOCAL CODES. U ) 07 E 4. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. O ROUTE AIR INTAKE VENT FROM EXTERIOR WALL TO MECHANICAL ROOM. C 0)t N m PROVIDE MECHANICAL DAMPER AND INTERLOCK WITH EF-15. 4- LL _ 5. ROUTE AND SIZE ALL DUCTS ACCORDING TO MECHANICAL .� C6 SPECIFICATIONS AND COORDINATE BETWEEN CONTRACTOR AND U O > ARCHITECT. Q N C U 06 :E C-6 oo N 6. COORDINATE THERMOSTAT LOCATIONS WITH ARCHITECT. .� Qp 00 co U 7. INSULATE ALL RADIANT FLOOR LEADERS PASSING THROUGH A W -� W �: ~ SEPARATE ZONE. 0 J 2 O C6 -r- u) 4_0 U N O C U C: .UOO 0 � OCD !E (1) Q x 0 00 O I L � U CN W � � J CD Q Z ® � U 1O RZ '�` _ J � I 6B �AT�'t I I (� 1 LAUNDRY 55 SF I T' " RM �" EF 2 110 2 2B ® > � I I Z L I o IVIECH Rlvi B 1 B AV EQ. I CLOSET I - - — — — — — — 103 1B I RM RM I B - BEDROOM #3 1B EF 3B 171-1-7-1 L I o O _ 15 L _ _ r _ _ _ _ _ _ � I RB I ® J I I 0 B - BEDROOM #1 B - MEDIA RM I 215 SF I 1 02 I I 100 I EL. 83591-611 RZ O I I rT.O. SLAB m E 365 SF I I RB I 320 SF I � I I o I ANITY I I I I AEC PROJECT #: 13017 I I u -7-1-7-1 B - BEDROOM #2 RZ 3B I ' I I I CLOSE-i n iRZ DATE: ISSUE: 95 SF 107 I 4B UP 03-05-13 DRB SET I I I � I STORAG + N � I 255 SF 109 I 04-04-13 PERMIT SET i @)@j EL. 8362' EL. 8368' 1 O L _ _ J EE GRADE T.O.W. 00 tl- L — HOT TUB EF T _ _ I LL I i Drawn By: Checked By @1 KBW TOC VANITY LANDING UP 150 I oui Et LEVEL I I I o I EL. 8364'-9" T.O. PLYWD. L MECHANICAL PLAN I I I I I NORTH SCALE 1/4" = 1'-0" UNIT B BASEMENT MECHANICAL PLAN m2 ,, O SCALE: 1/4" = 1'0" 4 of 7 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. C) N co GENERAL NOTES: SHEET DETAIL NOTES: 0 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS,AND 0 ROUTE DRYER VENT TO EXTERIOR WALL AND TERMINATE WITH WALL 4_0 0 STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE CAP. DO NOT COMBINE WITH OTHER VENTS, EXCEED 35' EQUIVALENT L STRUCTURAL ENGINEER. LENGTH OR PENETRATE A FIRE RATING. TERMINATE AT LEAST T FROM -0 0 C: 0 Lo OPENINGS INTO BUILDING. 0 U 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE .- 00 A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. 0 STONE FLOORING ASSUMED FOR THIS RADIANT ZONE. IF ALTERNATIVE U) N FLOOR COVERING IS USED, CONFIRM WITH MANUFACTURER THAT 85 `a- ' 3. ALL DUCTWORK PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL DEGREE FLOOR TEMPERATURE CAN BE MAINTAINED. IF NOT, rO O Q O INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. SUPPLEMENTARY HEAT WILL BE NECESSARY. U ) M E 4. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. O3 ROUTE 3" BOILER FLUE AND 3" COMBUSTION AIR VENT UP. TOTAL C 0)t N m DEVELOPED LENGTH NOT TO EXCEED 100'. COORDINATE EXACT - LL _ 5. ROUTE AND SIZE ALL DUCTS ACCORDING TO MECHANICAL ROUTING IN FIELD AND ACCORDING TO MANUFACTURERS GUIDELINES L C6 SPECIFICATIONS AND COORDINATE BETWEEN CONTRACTOR AND AND LOCAL CODES. U O � ARCHITECT. I Q N N U 4O ROUTE AIR INTAKE VENT FROM EXTERIOR WALL TO MECHANICAL ROOM. -- 06 ap N 6. COORDINATE THERMOSTAT LOCATIONS WITH ARCHITECT. PROVIDE MECHANICAL DAMPER AND INTERLOCK WITH EF-16. i I U C) C0 00 (6 7. INSULATE ALL RADIANT FLOOR LEADERS PASSING THROUGH A O ROUTE 3" BOILER FLUE AND 3" COMBUSTION AIR VENT UP THROUGH I W U Lu � ~ SEPARATE ZONE. CHASE IN MUD ROOM. TOTAL DEVELOPED LENGTH NOT TO EXCEED 60'. J z O >� COORDINATE CHASE IN FIELD. I W = j M Np C 2A I C) x .000 0 265 SF tI-_ O A- BEDROOM #1 0 a) 104 U � < co r 0 I m Ca] I I [� - - E VANITY I�r, 5F 106 10 RZ (VANITY 3A I I CLOSET 108 95 SF I 105 l I CLOSET El Luj 110 16 H 1A ■ A- BEDROOM #2 109 I Wn , RM 4O RZ 1 A r -1 I r U LINEN RA B 3 >C e cv r EL. 8369'-5" 235 SF EL. 8372'-5" I I 102 1 A o T.O. DRIVE T.O.W. I I 11 I SZ I 2B (D 205 SF I I 11 I Q z - - - - - - - - - - - - - - - - j L r SM 3 LANDING 9 R 7 2B EL. 8369 10 a NiJh N 150 8 T 11 UP B T.O. SLAB I J • RZ I EL. 8379'-9" I - 9B A- MEDIA RM C� _j F_ 530 SF I 00 I >m slim EL. 8369-6 7mMB EL. 8374'-0" z r 101 T. q1 AB I o O I T.O. PLYW UDR I SM RZ 8 _ e B - DINING I 201 B ENTRY I 1A 1A O 455 SF 204 I I 200 r EL. 8 6 - 4" 8369'- 4.. T.O. B T.O. AB I o O I EL. 8 70 0 I I T.O. LYWD. I EF I I I I ® J 13 Q III I I O WD M RZ I I HOT TUB SZ I I 00 J 7B I I 1A I LAUNDRY Lj r I I 185 SF I I e 135 SF 114 I O EF - - - - - - I — — -� m 3 O I - - I EL. 8373'- 1 I I I I RZ� RZ 2 EL. 8369'-6 DN I I I 6A 8B T.O. PLYWD. I I 40 SF I AEC PROJECT #: 13017 B - LIVING AREA I J L - - �® _ _ J BAT SB 20-51 705 SF EL. 8369'-10 4" 'i DATE: ISSUE: 365 SF I I I T.O. SLAB J EL. 8373'-8" - - - - - - - - I I I _ _ - _ ; � 0 03 05 13 DRB SET I I I �'- �� I EF ® I � � e 04-04-13 PERMIT SET 11 B - KITCHEN - - 0' 00 0') 00 I RZ A - BEDROOM #3 I M N SA 111 0 I I 210 SF I L i 0 L _ I F- - I — I L J - - - - - - I I �RM _OSET Drawn By: Checked By: 2A 112 I KBw Toc 1B I I J LANDING - INS - - ... - 250 L - - - - - - � NL - - J LEVEL 0 EL. 8375T W.P. STON I 100 T.O. PLYWD. ECK MECHANICAL I PLAN L — — — - - NORTH NORTH SCALE 1/4" = F-0" UNIT B MAIN LEVEL MECHANICAL PLAN- UNIT A BASEMENT MECHANICAL PLAN SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" M2 . 5 of 7 0 COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N co GENERAL NOTES: SHEET DETAIL NOTES: 0 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND O ROUTE DRYER VENT TO EXTERIOR WALL AND TERMINATE WITH WALL 4_0 0 STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE CAP. DO NOT COMBINE WITH OTHER VENTS, EXCEED 35' EQUIVALENT M O L N STRUCTURAL ENGINEER. LENGTH OR PENETRATE A FIRE RATING. TERMINATE AT LEAST 3' FROM }+ U c: O Lo OPENINGS INTO BUILDING. 0 (_) 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE N .- 00 A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. 0 STONE FLOORING ASSUMED FOR THIS RADIANT ZONE. IF ALTERNATIVE U) N FLOOR COVERING IS USED, CONFIRM WITH MANUFACTURER THAT 85 ` O> ' 3. ALL DUCTWORK PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL DEGREE FLOOR TEMPERATURE CAN BE MAINTAINED. IF NOT, (O O 0 Q O INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. SUPPLEMENTARY HEAT WILL BE NECESSARY. v ) O E 4. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. O3 ROUTE 3" BOILER FLUE AND 3" COMBUSTION AIR VENT UP THROUGH c �t N m CHASE IN CLOSET. TOTAL DEVELOPED LENGTH NOT TO EXCEED 60'. v LL _ 5. ROUTE AND SIZE ALL DUCTS ACCORDING TO MECHANICAL COORDINATE CHASE IN FIELD. FLUE AND VENT TO BE COMBINED INTO -� U) -� SPECIFICATIONS AND COORDINATE BETWEEN CONTRACTOR AND CONCENTRIC FLUE/VENT INSIDE CHASE PRIOR TO PENETRATING ROOF. 0=1 r U O > ARCHITECT. STACK MUST EXTEND AT LEAST T ABOVE FINISHED ROOF. ENSURE J Q N I ENTIRE LENGTH OF FLUE/VENT MEET MANUFACTURERS GUIDELINES I -- 06 :E 06 LO 6. COORDINATE THERMOSTAT LOCATIONS WITH ARCHITECT. AND LOCAL CODES. I I I �p 0o (L5 LLJ 7. INSULATE ALL RADIANT FLOOR LEADERS PASSING THROUGH A O ROUTE 3" BOILER FLUE AND 3" COMBUSTION AIR VENT UP THROUGH SZ I I W U W �: ~ '� SEPARATE ZONE. CHASE IN KITCHEN. TOTAL DEVELOPED LENGTH NOT TO EXCEED 60'. 3A J z O > COORDINATE CHASE IN FIELD. 165 SF I I Lu � S M J I I I a -+ V U U O�D O - dj _ W.P. STONE 206 U O � N DECK I N Q O CO c ~ Q X m IRZ 2 8A _ _ _ _ _ _ mma 635 SF r I 00 0...0 L - L _ I - r1 I A- DINING 205 ■ I A- KITCHEN 204 U EL. 8384'-0" ' 4 >< I T.O. PLYWD. r BAR 203 I MUD RM L J ENTRY ROOF AKI I I 201 I EL. 8381'-6" g ° T.O. PLYWD. Q o �— sz A� R 7" DN 250 SF I T � 11" � - - A- ENTRY RZ J LL - LANDING 200 RZ 250 7A EL. 8 85'-6" =31` 13B I ED$390' 6" 180 SF I / ® > 60 SF T 7.3f DN I T.O. LYWD. I o r I I T.O. PL D I I � I 7 I I I I I I r L - - - - - - J L - - - _ EF I r 0 I I 4B e 1 1 e I B - BEDROOM #4 l i I 307 I 2A I o ' I O CLOSET I I RM I I 3„ I 305 I 5B EL. 8385 4 4 I ' I I I I T.O. SLAB I 0 I L _ co II I p 1 I RZ T.O. S I 1 LJ 495 SF I A- GARAGE I o cy) 20 I I I RZ [ Lk EL. 83 5'-0" d I 350 SF B - BRIDGE CLOSET T.O. P YWD. 300 OFFICE I I 309 I - 4 AEC PROJECT #: 13017 B - MASTER BEDRM EL. 8380'-6" I � Al 301 I T.O. PLYWD. I I I 9A I T.O. SLAB ® � DATE: ISSUE: 545 SF I EF 1 _ � 1 - 1 1 1 03-05-13 DRB SET 1 1 _ J I I II 04-04-131 PERMIT SET @j @ � I I 0)100 I I II 1 ° L - - - - - I I i 11 I EF RB L__ _ _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ __ I 150 SF I Drawn By. Checked By. - -- - - - -- - - - -- - - - -- - - - -- I I IL _ J KBW TOC C _AUNDRY I � LEVEL 3 30 LANDING L7 1 O EL 250 . 8375'-3" - - - - - - - - - T.O. PLYWD. MECHANICAL PLAN NORTH NORTH SCALE 1/4" = 1'-0" UNIT B UPPER LEVEL MECHANICAL PLAN UNIT A MAIN LEVEL MECHANICAL PLAN- SCALE. 1/4" = 1'0" SCALE: 1/4" = 1'0" M2 . 2 6 of 7 0 COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N O GENERAL NOTES: SHEET DETAIL NOTES: 0 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND 0 ROUTE DRYER VENT TO EXTERIOR WALL AND TERMINATE WITH WALL 4_0 0 STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE CAP. DO NOT COMBINE WITH OTHER VENTS, EXCEED 35' EQUIVALENT M L N STRUCTURAL ENGINEER. LENGTH OR PENETRATE A FIRE RATING. TERMINATE AT LEAST T FROM A--+ U C: O Lo CO OPENINGS INTO BUILDING. 0 (_) 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE N .- 00 A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. O2 ROUTE 3" BOILER FLUE AND 3" COMBUSTION AIR VENT UP THROUGH U � � CHASE IN MASTER BATH. TOTAL DEVELOPED LENGTH NOT TO EXCEED "– ' 3. ALL DUCTWORK PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL 60'. COORDINATE CHASE IN FIELD. FLUE AND VENT TO BE COMBINED rO O Q O INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. INTO CONCENTRIC FLUE/VENT INSIDE CHASE PRIOR TO PENETRATING U a) 0- °07 ROOF. STACK MUST EXTEND AT LEAST 3'ABOVE FINISHED ROOF. 0 X 4. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. ENSURE ENTIRE LENGTH OF FLUE/VENT MEET MANUFACTURERS GUIDELINES AND LOCAL CODES. ____________________________________________________ vLL U_ 5. ROUTE AND SIZE ALL DUCTS ACCORDING TO MECHANICAL , •� SPECIFICATIONS AND COORDINATE BETWEEN CONTRACTOR AND J U O > ARCHITECT. i i i i Q N C U I I I I ^, I I I I •— F W 00 W 6. COORDINATE THERMOSTAT LOCATIONS WITH ARCHITECT. Q O 0I I I I I U 7. INSULATE ALL RADIANT FLOOR LEADERS PASSING THROUGH A I i i I W }' LLI �: ~ I I I I (� (� SEPARATE ZONE. i i i i _ J = O ( LIJ I I I I S O C I I I I W � O 07 � I I I I 0 OD I I I I 00 I I I I X I I 1 1 O rl /RM\ L013 I I I I O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E1 I o I I I I � I I I II I I I I � I CLOSE_ 4A E o ■ 30? r 12 I RZ J L 335 SF 10 C —� RZ U A - MASTER BEDRM I 11 110 SF I 302 I � 2 EL. 8395-0" O- - - J w T.O. PLYWD. L ENTRY ROOF EL. 8396'-6" ENTRY T.O. PLYWD. 301 DN 16� z i1 r — — II I ' 1 r J BRIDGE \\�-_j 1 -- ---11---- ---J i i LANDING 300 ---- ---- ---- --- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- ---j EL. 8390'-S" EL. 8395-6" I / z T.O. PLY D. 8 R T T.O. PLYWD. o l i i 7 T c 11 F I I I I I I r I I I _ _7[ Fm O i N I BAT"' O I I I CLOSETI INN EF � '�" RZ I N 1 0 14 0 =:) O J I RM I I Fl 55 SF L 5A ILI jo O 1 1 1 1 I I I I I I I RZ L 12 I I 255 SF J EL. 8396'-6" I � P T.O. PLYWD. I I J L A- BEDROOM #4 - 308 AEC PROJECT #: 13017 RZ DATE: ISSUE: ____ ____ ____ ____ ____ ___ ____ ____ ____ ____ ___� i I 255 SF 03-05-13 DRB SET r- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- — --- ---- ---- --- 04-04-13 PERMIT SET II II II 674 II II II I l i i i OFFICE I 306 � I I I I Drawn By: Checked By: I I I KB W TOC I I I LEVEL 4 I I I I ---- ---- ---- --- --- ---- ---- ---- ---- ---- ---- --- ---- ---- - MECHANICAL L- ---- ---- ---- ---- ---- ----- ----- ---- ---- ---- ---- --- ---- ---- ---J PLAN NORTH UNIT A UPPER LEVEL MECHANICAL PLAN SCALE 1/4" = F-0" SCALE: 1/4" = 1'0" • 7 of 7 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. 0 N O 1. WALL ASSEMBLY -THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY ELECTRICAL LEGEND o0 SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL E L E CT R I CAL S P E C I F I CATIONS � O 1 A U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) 0 SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: Co LO 3 Q RECESSED OR SURFACE DOWNLIGHT ABBREVIATIONS A. General Re u i re m e n is CO U � � 00 A. STUDS-WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED (� WALL MOUNTED LIGHT FIXTURE AC ABOVE COUNTER o (� ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 AFF ABOVE FINISHED FLOOR .� � MM) LUMBER SPACED 16 IN. (406 MM) OC WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES Aa RECESSED FLUOR.LIGHT FIXTURE AFG -ABOVE FINISHED GRADE 1 SCOPE: Furnish all materials and labor required to execute this work 12. SHOP DRAWINGS AND SUBMITTAL: W U5 C/) C� AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM)WIDE BY 1-3/8 IN. (35 MM)DEEP Aa SURFACE FLUOR.LIGHT FIXTURE AHJ AUTHORITY HAVING JURISDICTION as indicated on drawing and as specified, as necessary to complete the A. Contractor shall submit shop drawings for engineer review and approval. ~ AL ALUMINUM contract. Electrical work shall include, but not limited to, these major p g g pp 0 O O > O CHANNELS SPACED MAX 24 IN. (610 MM)OC. FIXTURE DESIGNATIONS: cu -COPPER Q ti B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM)THICK, 4 FT. (122 CM)WIDE WITH SQUARE UPPER CASE-FIXTURE TYPE EC -ELECTRICAL CONTRACTOR items: B. Shop drawing submittal shall include: U N a- d) d OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER LOWER CASE-SWITCH DESIGNATION EM -EMERGENCY E SHADING ON FIXTURE INDICATES EMERG.BATTERY BACKUP GC -GENERAL CONTRACTOR A. Complete wiring system for new lighting and power as shown, 1. Lighting fixtures. � � � X 0 TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES ® GND -GROUND including new panelboards, new conduits, new wires, new wiring 2. Panelboard(s). � ' N co U DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM). I—� FLUORESCENT STRIP FIXTURE GFI GROUND FAULT INTERRUPTER C LL MC MECHANICAL CONTRACTOR devices, new control devices, etc. for a complete lighting and 'L +_, _ TRACK LIGHT AS NOTED OR SCHEDULED NIC NOT IN CONTRACT 13. CONDUIT AND WIRE: L_ 2. THROUGH PENETRANT -ONE CONDUIT INSTALLED EITHER CONCENTRICALLY OR NL NIGHT LIGHT and power system. U .R3 WALL WASHER NTS NOT TO SCALE A. CONDUCTOR SIZES AND TYPES: For sizes#1/0 AWG and larger, use � J U �O � ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR a. Complete feeder(s) installation as required for new and/or Q N N �❑ POLE-MOUNTED FIXTURE PC PLUMBING CONTRACTOR coppper THW or aluminum XHHW. For sizes#1 AWG and smaller, use only U) U TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT)TO MAX 2 IN. (51 REF -REFERENCE electrical apparatus as shown on single line diagram and _ 06 2 0 00 W POST(BOLLARD)FIXTURE copper wire with 600V insulation, types TW, THHN, or THW-stranded in � MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. UG -UNDERGROUND drawings. sizes#8 and larger, solid in sizes#10 and smaller. Control wiring shall be#14, .� N CO 1 CU THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: ® STEP LIGHT UNO UNLESS NOTED OTHERWISE g g C) � UTP UNSHIELDED TWISTED PAIR stranded. Use type THHN for wires entering or passing through fluorescent .V ,t 1 B A. CONDUIT- NOM 6 IN. 152 MM DIAM OR SMALLER STEEL CONDUIT OR NOM 4 IN. 102 MM DIAM ® CEILING OR WALL MOUNTED EXIT LIGHT WP WEATHER PROOF b. Complete branch circuit wiring required for the connection of yp g p g g w Lu ?> ( ) ( ) ( ) � p emergency lighting and exit signs to existing emergency stand lighting fixtures. All motors shall be wired with copper conductors only. , (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING r_U EMERGENCY BATTERY LIGHTS XFMR -TRANSFORMER g y g g g g g y _ V J = O DUPLEX RECEPTACLE @ 18"UNLESS NOTED +18" -MOUNTING HEIGHT TO CENTERLINE by power system. B. MC cable permitted per local codes. Run hard pipe from panel to local _� ti OF DEVICE AFF OR AFG junction box, and run MC cable from junction box to device. Co E � O 3. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 IN. DOUBLE DUPLEX RECEPTACLE @ 18"UNLESS NOTED L FIRE ALARM SYSTEM 2. Complete provision, installation and connection of lighting fixtures, dZ7 :3 --.:, (16, 32, 48 AND 64 MM)THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, p FLUSH FLOOR DUPLEX RECEPTACLE 14. ELECTRICAL DEVICES M � exit signs and lamps as specified and as shown on drawings. 4"' U N O C RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM) ® SPECIAL OUTLET AS NOTED FACP FIRE ALARM CONTROL PANEL A. Convenience receptacles will be 20 am commercial grade V U DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT 3. Fire alarm system will be by electrical contractor. p p, g C •- LOCATION ON BOTH SIDES OF WALL. DUPLEX RECEPTACLE HALF-SWITCHED @ 18"UNLESS NOTED ANN FIRE ALARM ANNUNCIATOR PANEL decora style. Finish per owner or architect. All dwelling unit (v (Z � O POP-UP RECEPTACLE Q FIRE ALARM PULL STATION 4. Complete connection of HVAC/Plumbing motor(s),water heater(s), receptacles to be tamper-resistant per NEC 406.11. }' = 0 THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING ® TELE-POWER POLE ❑4 ALARM HORN OR SPEAKER equipment, etc.furnish by mechanical -refer to both electrical and C 0') Max Pipe or Conduit F Rating T Rating OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED,AS SHOWN IN THE FOLLOWING TABLE. and mechanical drawing for scope and work and additinal infor- B. Light switches will be 20 amp, commercial grade, V Q o) Dian in. (r m) Hr Hr �� MULTI-OUTLET PLUG STRIP ❑4: COMBINATION HORN/STROBE OR SPEAKER/STROBE 9 p 01 I— THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE ^1 decora style. Finish per owner or architect. L Nt 1 (25) i or 2 0+, 1 or 2 PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, 0 JO (J-' JUNCTION BOX IN FLOOR,CEILING OR IN WALL •H THERMAL HEAT DETECTOR mation. AS TABULATED TO THE LEFT. 8 COMPUTER/TELEPHONE OUTLET IN FLOOR OR WALL •I SMOKE/IONIZATION DETECTOR C. Dimming switches will be a minimum of 60OW or as noted. Q XX 1 (25) 3 or 4 3 or 4 k+- TELEVISION OUTLET •P PHOTOELECTRIC SMOKE DETECTOR 5. Provide grounding and bonding Facilities. Provide decors style,finish per owner or architect. m 4 (102) 1 or 2 0 3M COMPANY-CP 25WB+ CAULK OR FB-3000 WT SEALANT, TELEPHONE BACKBOARD •H/P HEAT/PHOTOELECTRIC SMOKE DETECTOR D. All mounting heights will conform to ADA guidelines. Typical receptacle 0 6. Complete all electrical demolition as required. heights will be +18"AFF and switch heights will be+46"AFF 0- 6 (152) 3 or 4 0 CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING S��R DUCT DETECTOR *BEARING THE UL CLASSIFICATION MARKING 0- CIRCUIT HOMERUN 0 SPRINKLER SYSTEM FLOW SWITCH unless noted otherwise. 12 (305) 1 or 2 0 7. Core drilling and patching of existing building structure required for E. Provide GFI type receptacles at kitchens, bathrooms, — — — CONDUIT RUN BELOW FLOOR OR GRADE M+ SPRINKLER SYSTEM TAMPER SWITCH electrical work. Core drilling shall follow Building Standard procedures -D CONDUIT STUB-UP-CAP&MARK STROBE garages, exterior etc. as required by code. PENETRATION THROUGH A FIRE-RATED WALL and contractor shall have written approvals from building owner prior LIGHT SWITCH AT 46"UNLESS NOTED QD SMOKE/FIRE DAMPER CONNECTION to start of any work. 15. SUPPORT SUBSCRIPTS: REMOTE INDICATOR LIGHT 2=2-POLE SWITCH 8. Test of entire system and work. A. Support all electrical equipment independent of accessible ceilings as NOT TO SCALE 3=3-WAY SWITCH SECURITY SYSTEM required by NEC. 4=4-WAY SWITCH M=MOTION-OPERATED SWITCH DC CONTACT DOOR SWITCH IN JAMB OR HINGE 9. Operating, Maintenance and identification instructions manuals, if O K=KEY-OPERATED SWITCH �� any. 16. ELECTRICAL BOXES TO=THERMAL OVERLOAD SWITCH (E4 INTRUSION MOTION DETECTOR AS SPECIFIED,CORRIDOR/ROOM A. At fire rated wall, space electrical boxes at opposite sides of the wall P=SWITCH WITH PILOT LIGHT C OR R ❑ DIMMER SWITCH PI WATTAGE 10. PERMITS AND FEES: Obtain and pay for all necessary permits, inspec- no less than 24" horizontal distance. K � KEY-OPERATED ACCESS SWITCH tions, examinations and fees or charges necessary for execution and B. When phone, TV&power receptacles are shown on plan next to each other. Q PUSHBUTTON CONTROL STATION 'c= SURVEILLANCE CAMERA Locate respective receptacles next to each other on site with no more completion of electrical work. TYPICAL 8'0" CEILING Pc PHOTOELECTRIC CELL TS TIME SWITCH DISTRIBUTION EQUIPMENT SYMBOLS than 1"separating cover plates. ❑ _� 11. REGULATIONS AND CODES: i/ 18/ QT THERMOSTAT AT 60"UNLESS NOTED DISCONNECT SWITCH 17. METERING Ov e A. Applicable codes: National Electric Code (2011) A. EC shall coordinate whether or not meters require lever bypass with local DIVISION 15 EQUIPMENT �� FUSES q yp 0 Conform to the prevailing edition and amendments thereto of the utility and provide all meters with a lever bypass when required. FOOD SERVICE EQUIPMENT ■ ,. CIRCUIT BREAKER Town of Aspen Electrical Code, pertinent NFPA publications COMMUNICATION SYSTEM CURRENT TRANSFORMER and to the requirements of Federal, State or other City agencies TRANSFORMER having jurisdiction. SQ a SPEAKER IN CEILING OR WALL ED METER MAIN CIRCUIT BREAKER& VOLUME CONTROL AT 60"UNLESS NOTED ® MAGNETIC MOTOR STARTER r'1 BRANCH CIRCUIT BREAKERS OM �M -I MICROPHONE OUTLET IN FLOOR BOX OR WALL � DISCONNECT SWITCH /%� MAXIMUM MOUNTING HEIGHT C CALL-IN SWITCH IS 79", MINIMUM IS 18". � � PANELBOARD OR LOAD CENTER,FLUSH OR SURFACE MOUNTED © PROGRAM BELL ® SWITCHBOARD,MOTOR CONTROL CENTER OR DISTRIBUTION BOARD ,,��0 ❑ INTERCOM TRANSFORMER EO ` iD 0 Q CLOCK o A❑ II AMPLIFIER 0 CIRCUIT TBREAKER C? Q MOTOR OUTLET ;T ATS AUTOMATIC TRANSFER SWITCH C'7 v gqpv0 TV O Zo Q _ U Eo if FINISHED FLOOR J UNIT A UNIT B TYPICALDEVICE SUB-PANEL SUB-PANEL 0 O > MOUNTING HEIGHTS- 0 NOT TO SCALE NOTES: N M 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX BONDING JUMPER O W UNLESS NOTED OTHERWISE. G UNIT A UNIT B O 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP (#3/0 CU G)3/4"C PANEL PANEL O OF DOOR TRIM AND CEILING LINE. Q 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN #6 TO TELEPHONE 00 OVER THOSE SHOWN ABOVE. CONCRETE- ENCASED 100/2 100/2 O 4. FOR CEILING HEIGHTS HIGHER THAN 7'2", INSTALL FIRE ALARM ELECTRODE NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80"AFF OTHERWISE INSTALL AT 6" BELOW CEILING. 5. MOUNTING HEIGHTS PER IBC 2009 AND ADA CODES INCOMING WATER SERVICE PIPE (4#3/0 CU, 1 #4 CUG)2"C OR (4#250 MCM AL, 1 #2 ALG)3"C WATER METER AEC PROJECT #: 13017 BUILDING STEEL _ (3)3/4"x10' DRIVEN DATE: ISSUE: GROUND RODS IF 0 400/2 0 400/2 REQUIRED BY � � 03-05-13 DRIB SET LOCAL AHJ T GENERAL NOTES ALL SHEETS = = 2[(4#900 MCM AL)4"C] THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE SERVICE GROUNDING DETAIL UTILITY OWNER/ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS: NO SCALE TRANSFORMER • CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES; ADD THREE WAYS IF NOTE: PROVIDE#3/0 CU CONDUCTORS TO ALL GROUNDING ELECTRODES. MAIN DISTRIBUTION CENTER 11 MDC 11 FOUND NECESSARY. PAD MOUNTED 800A, 120/240V, 1 P, 3W Drawn By: Checked By: • REVIEW RECEPTACLE LOCATIONS; MOVE AS REQUIRED. PROVIDE UNIT PRICING IF ADDITIONAL RECEPTACLES ARE REQUIRED. CTL SOH • REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW. MOVE AS REQUIRED. IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE ELECTRICAL ELECTRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS. SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING PROVIDED ELECTRICAL ONE—LINE DIAGRAM AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS APPROVED PRIOR LEGEND TO PROCEEDING. NO SCALE NOTE: PROVIDE SHORT CIRCUIT BRACING TO MEET REQUIREMENTS NOTED SPECS, & AT ONE-LINE, NOTED AS "AIC AVAILABLE". SERIES RATED COMBINATION ACCEPTABLE, SUBMIT MANUFACTURER'S SERIES RATINGS WITH SHOP C DRAWING REVIEW. DETAILS SCALE: NONE 1 ,60 1 of 2 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N Q0 r 00 O M O LN C O U 00 ^ti O 0) 0 > 0 U CM o -0 �rnE UNIT UNIT A PANEL UNIT B SUB-PANEL mt � M Demand Load Calculations PROJECT: ENGINEER: CTL PROJECT: ENGINEER: CTL (D — PROJECT#: VOLTAGE: 120/240V, 1 P, 3W PROJECT#: VOLTAGE: 120/240V, 1 P, 3W •� (Per NEC Article 220 Parts 1-III) MOUNTING: RECESSED MAINS: 400A MLO MOUNTING: RECESSED MAINS: 100A MLO �Q N O N 6 � TYPE: QO RESIDENTIAL AIC: 10K TYPE: QO RESIDENTIAL AIC: 10K C L Quantity Volt-Amps Demand Total VA PHASE PHASE PHASE PHASE -� General DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION 2 � O � � Dwelling unit Square footage 4434 L W U W w General& Lighting (1 st 3 KVA) 1000 SF X 3 X 100% = 3000 KITCHEN OUTLETS 1500 20 1 1 2 0 SPACE BEDROOM#1 OUTLETS 900 20 1 1 2 1 20 500 LIGHTING J = O General& Lighting (Remainder) 3434 SF X 3 X 35% = 3606 KITCHEN OUTLETS 1500 20 1 3 4 0 SPACE BATH#1 OUTLETS 900 20 1 3 4 1 20 500 LIGHTING W � Kitchen FRIDGE 1500 20 1 5 6 0 SPACE BEDROOM#2 OUTLETS 900 20 1 5 16 1 120 500 LIGHTING L D = MW 1500 20 1 7 8 2 60 5000 STEAM SHOWER BATH#2 OUTLETS 900 20 1 7 8 1 20 500 LIGHTING DW 1500 20 1 9 10 5000 BEDROOM#3 OUTLETS 900 20 1 9 10 1 20 500 LIGHTING U O O C Small Appliances 2 EA X 1500 X 35% 1050 Refrigerator 1 EA X 1000 X 75% = 750 U C: .0 e0 O Dishwasher 1 EA X 1200 X 75% = 900 DISPOSAL 1500 20 1 11 12 2 60 5000 STEAM SHOWER BATH#3 OUTLETS 900 20 1 11 12 1 20 500 LIGHTING c6 4-- O OVEN 2500 50 2 13 14 5000 BEDROOM#40UTLETS 900 20 1 13 14 0 SPACE O -ti- Oven/Range (Re:table220.19) 1 EA X 8000 X 80% = 6400 ll N 2500 15 16 11 20 1500 WASHER BATH#40UTLETS 900 20 1 15 16 0 SPACE O O Disposal 1 EA X 1000 X 75% = 750 Q 0 APPLIANCE 1500 20 1 17 18 2 30 2500 DRYER MEDIA ROOM 900 20 1 17 18 0 SPACE V Microwave 1 EA X 1200 X 75% = 900 HEAT TRACE (30mA GFI) 1250 30 2 19 20 2500 MEDIA ROOM 900 20 1 19 20 0 SPACE L 00 Laundry& Spa Appliances 1250 21 22 1 20 1200 GARAGE DOOR MEDIA ROOM 900 20 1 21 22 1 20 900 LIVING ROOM Q XO Clothes Washer 1 EA X 1000 X 75% = 750 HEAT TRACE (30mA GFI) 1250 30 2 23 24 1 20 1200 GARAGE DOOR OFFICE 900 20 1 23 24 1 20 900 LIVING ROOM m Clothes Dryer 1 EA X 5000 X 100% = 5000 11 1250 125 26 1 20 750 B-1 OFFICE 900 20 1 25 26 1 20 900 DINING ROOM O Steam Shower 2 EA X 10000 X 75% = 15000 HEAT TRACE (30mA GFI) 1250 30 2 27 28 1 20 750 P-2 MASTER BED 900 20 1 27 28 1 20 900 PWDR ROOM Jacuzzi Tub 2 EA X 1200 X 75% = 1800 1250 29 30 1 120 750 P-2 MASTER BED 900 20 1 29 30 0 SPACE Packaged Hot Tub 1 EA X 6000 X 75% = 4500 SPACE 0 31 32 1 120 750 P-3 MASTER BATH 900 20 1 31 32 0 SPACE Mechanical Equipment SPACE 0 33 34 1 20 750 P-4 SPACE 0 33 34 0 SPACE Air Conditioning Unit(Future) 1 EA X 5000 X 100% = 5000 UNIT B SUBPANEL 10500 100 2 35 36 2 30 2500 CU-1 (FUTURE) SPACE 0 35 36 0 SPACE Exhaust Fans 3 EA X 50 X 100% = 150 10500 37 38 2500 " SPACE 0 37 38 0 SPACE PACKAGED HOT TUB 3000 50 2 39 40 1 20 1900 H-1 (FUTURE) SPACE 0 39 40 0 SPACE Boiler 1 EA X 12 X 100% = 12 3000 41 42 1 20 1900 FC-1 FUTURE SPACE 0 41 42 0 SPACE Heat Trace 500 LF X 16 X 100% = 8000 Add'I 25% Largest Mech. Load 1 LS X 5000 X 25% = 1250 LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS, BATHROOMS,AND GARAGES. CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS, BATHROOMS,AND GARAGES. TOTAL 58818 CALCULATED POWER FACTOR: CALCULATED POWER FACTOR: 0.97 1.00 For 240V, 1-Phase, 3 Wire Service 58818 (VA) / 240 = 245 AMPS CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS APPLIANCES 41000 171 30750 128 APPLIANCES 0 0 0 0 LIGHTING & RECEPT. 24000 100 10350 43 LIGHTING& RECEPT. 21000 88 9300 39 MECHANICAL 16450 81 17700 87 MECHANICAL 0 0 0 0 KITCHEN OVEN& DRYER 10000 42 10000 42 KITCHEN OVEN & DRYER 0 0 0 0 ■ TOTAL 91450 393 68800 SEE LOAD CALC TOTAL 21000 88 9300 39 U >C CN w Q Z LL O UNIT B UNIT B PANEL UNIT B SUB-PANEL L.L J Q Demand Load Calculations PROJECT: ENGINEER: CTL PROJECT: ENGINEER: CTL ® \ (Per NEC Article 220 Parts 1-III) PROJECT#: VOLTAGE: 120/240V, 1 P, 3W PROJECT#: VOLTAGE: 120/240V, 1 P, 3W o / MOUNTING: RECESSED MAINS: 400A MLO MOUNTING: RECESSED MAINS: 100A MLO Quantity Volt-Amps Demand Total VA TYPE: QO RESIDENTIAL AIC: 10K TYPE: QO RESIDENTIAL AIC: 10K >_ `— PHASE PHASE PHASE PHASE General DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION O Dwelling unit Square footage 4459 General& Lighting (1 st 3 KVA) 1000 SF X 3 X 100% = 3000 KITCHEN OUTLETS 1500 20 1 1 2 0 SPACE BEDROOM#1 OUTLETS 900 20 1 1 2 1 20 500 LIGHTING General& Lighting (Remainder) 3459 SF X 3 X 35% = 3632 KITCHEN OUTLETS 1500 20 1 3 4 0 SPACE BATH#1 OUTLETS 900 20 1 3 4 1 20 500 LIGHTING o FRIDGE 1500 20 1 5 6 0 SPACE BEDROOM#2 OUTLETS 900 20 1 5 6 1 20 500 LIGHTING O Kitchen Small Appliances 2 EA X 1500 X 35% = 1050 MW 1500 20 1 7 8 2 60 5000 STEAM SHOWER BATH#2 OUTLETS 900 20 1 7 8 1 20 500 LIGHTING O Refrigerator 1 EA X 1000 X 75% = 750 DW 1500 20 1 9 10 5000 " BEDROOM#3 OUTLETS 900 20 1 9 10 1 20 500 LIGHTING Dishwasher 1 EA X 1200 X 75% = 900 DISPOSAL 1500 20 1 11 12 2 60 5000 STEAM SHOWER BATH#3 OUTLETS 900 20 1 11 12 1 20 500 LIGHTING AM Oven/Range (Re:table220.19) 1 EA X 8000 X 80% = 6400 OVEN 2500 50 2 13 14 5000 11 BEDROOM#40UTLETS 900 20 1 13 14 0 SPACE 2500 15 16 1 20 1 1500 WASHER BATH#40UTLETS 900 20 1 15 116 10 SPACE Disposal 1 EA X 1000 X 75% = 750 APPLIANCE 1500 20 1 17 18 2 30 2500 DRYER MEDIA ROOM 900 20 1 17 118 0 SPACE Microwave 1 EA X 1200 X 75% = 900 HEAT TRACE (30mA GFI) 1250 30 2 19 20 2500 " MEDIA ROOM 900 20 1 19 20 0 SPACE Laundry& Spa Appliances 11 1250 21 22 1 20 1200 GARAGE DOOR MEDIA ROOM 900 20 1 21 22 1 20 900 LIVING ROOM Clothes Washer 1 EA X 1000 X 75% = 750 HEAT TRACE (30mA GFI) 1250 30 2 23 24 1 20 1200 GARAGE DOOR OFFICE 900 20 1 23 24 1 20 900 LIVING ROOM Clothes Dryer 1 EA X 5000 X 100% = 5000 11 1250 25 26 1 20 750 B-1 OFFICE 900 20 1 25 26 1 20 900 DINING ROOM Steam Shower 2 EA X 10000 X 75% = 15000 HEAT TRACE (30mA GFI) 1250 30 2 27 28 1 20 750 P-2 MASTER BED 900 20 11 27 28 1 20 1900 PWDR ROOM Jacuzzi Tub 2 EA X 2000 X 75% = 3000 1250 29 30 1 20 750 P-2 MASTER BED 900 20 1 29 30 0 SPACE AEC PROJECT #: 13017 Packaged Hot Tub 1 EA X 6000 X 75% = 4500 SPACE 0 31 32 1 20 750 P-3 MASTER BATH 900 20 1 31 32 0 SPACE Mechanical Equipment SPACE 0 33 34 1 20 750 P-4 SPACE 0 33 34 0 SPACE Air Conditioning Unit(Future) 1 EA X 5000 X 100% = 5000 UNIT B SUBPANEL 10500 100 2 35 36 2 30 2500 CU-1 (FUTURE) SPACE 0 35 36 0 SPACE DATE: ISSUE: Exhaust Fans 8 EA X 50 X 100% = 400 10500 37 38 2500 SPACE 0 37 38 0 SPACE PACKAGED HOT TUB 3000 50 2 39 40 1 20 1900 H-1 (FUTURE) SPACE 0 39 40 0 SPACE 03-05-13 DRB SET Boiler 1 EA X 750 X 100% = 750 3000 41 42 1 20 1900 FC-1 FUTURE SPACE 0 41 42 0 ISPACE Heat Trace 500 LF X 16 X 100% = 8000 Add'I 25% Largest Mech. Load 1 LS X 5000 X 25% = 1250 LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS, BATHROOMS,AND GARAGES. CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS, BATHROOMS,AND GARAGES. TOTAL 61032 CALCULATED POWER FACTOR: CALCULATED POWER FACTOR: 0.97 1.00 For 240V, 1-Phase, 3 Wire Service 61032 (VA) / 240 = 254 AMPS CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS APPLIANCES 41000 171 30750 128 APPLIANCES 0 0 0 0 LIGHTING& RECEPT. 24000 100 10350 43 LIGHTING & RECEPT. 21000 88 9300 39 Drawn By: Checked By: MECHANICAL 16450 81 17700 87 MECHANICAL 0 0 0 0 CTL SOH KITCHEN OVEN & DRYER 10000 42 10000 42 KITCHEN OVEN& DRYER 0 0 0 0 TOTAL 91450 393 68800 SEE LOAD CALC TOTAL 21000 88 9300 39 ELECTRICAL ONE-LINE & PANEL SCHEDULES SCALE: NONE • 2 of 2 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. 0 PLUMBING SPECIFICATIONS. d. CONDENSATE PIPING SHALL BE INSULATED WITH 3/8" FOAM PLASTIC. e. STORM DRAIN PIPING SHALL BE INSULATED WITH FIBERGLASS INSULATION FROM THE UNDERSIDE OF HOT WATER Co THE DECK TO THE VERTICAL RISER. RECIRCULATION NOTE: ALL SYMBOLS SHOWN ON LEGEND W 1. GENERAL: 13. PIPING: CHECK VALVE (TYP.) PUMP PLUMBING LEGEND 4_0 ARE NOT NECESSARILY USED. � a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, a. WASTE AND VENT DRAIN PIPING: U)0 m FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND/OR SPECIFIED _U (6 O Lo HEREIN. I. SHALL BE STANDARD WEIGHT CAST IRON HUB LESS TYPE. S HOT WATER DOMESTIC COLD WATER 0 PIPE RISER O U p0 ii. UNDERGROUND PIPING CAN ALSO BE SCHEDULE 40 PVC. RECIRCULATION N •- b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM HONEYWELL MX SERIES u,...,. -' DOMESTIC HOT WATER O PIPE DROP rA iii. VENT PIPING IN RETURN AIR CEILING PLENUMS SHALL BE ABS OR COPPER PIPING. MIXING VALVE U) (n � � WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE b. WATER PIPING: I ° DOMESTIC HOT DOMESTIC HOT WATER RECIRC. PIPE TAKEOFF (FROM BOTTOM OF MAIN) � a) O ti PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY 120 F WATER WASTE ABOVE GRADE PIPE TAKEOFF FROM TOP OF MAIN O O) O > O I. SHALL BE TYPE 'L" COPPER HARD DRAWN WITH WROUGHT COPPER FITTINGS. f ( ) r , Q ti THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE THE HOT WATER RECIRCULATION U O E II. JOINTS SHALL BE SOLDERED WITH 95-5 OR SILVER SOLDER. ��������^����^�� WASTE BELOW GRADE 7 PIP END CAP d- ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. PUMP SHALL BE THERMOSTATICALLY 0 X iii. WATER PIPING 1 1/4" &SMALLER CAN ALSO BE WIRSBO AQUAPEX APR, REHAU RAUPEX OR LL GREASE WASTE ABOVE GRADE PIPE CONTINUATION �, N CONTROLLED. PUMP SHALL STOP o � � �•- Ca U EQUIVILANT-PROVIDE DEDUCT ALTERNATE PRICING. DOMESTIC COLD - � U 2. WORKMANSHIP: TEMPERATURE REACHES 00°F (ADJ). WATER IW.. GREASE WASTE BELOW GRADE - PIPE EXPANSION GUIDE '� _,_, O IIj. CW PIPING SIZED AT A MAX OF 5 FT/SEC, HW SIZED AT 4 FT/SEC. i (n a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE MANNER SATISFACTORY TO INDIRECT WASTE -�I�- PIPE UNION _� U c. CONDENSATE PIPING SHALL BE TYPE "M COPPER WITH SOLDER JOINTS. U i O > AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. G GAS PIPE ANCHOR J Q N (N d. NATURAL GAS PIPING: HEAT TRAP C,6 0 i. 2"AND SMALLER SHALL BE THREADED STANDARD WEIGHT SCHEDULE 40 BLACK STEEL PIPE WITH -MPG- MEDIUM PRESSURE NATURAL GAS FLEXIBLE PIPE CONNECTION H- , 3. MATERIALS: SCREWED MALLEABLE IRON FITTINGS. C) (D 0 EXPANSION TANK VENT -�- PIPE EXPANSION JOINT � U a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM W >, ii. PIPING 2 1/2"AND LARGER SHALL BE WELDED. 1 w _,_, W � ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. c CONDENSATE DRAIN e POINT OF NEW CONNECTION J = CD iii. ALL OUTDOOR EXPOSED PIPING SHALL BE PAINTED WITH OUTDOOR ENAMEL. Co CLEAN OUT �� PLUG VALVE �j iv. REGULATOR VENTING SHALL BE NO LONGER THAN MANUFACTURER'S RECOMMENDATION,ALUMINUM, - - _ W _ j 07 4. SITE INSPECTION: BOILER SUPPLY WCO WALL CLEAN OUT �� CHECK VALVE VENTED TO THE OUTDOORS, AND A MINIMUM OF 3' FROM ANY OPENING INTO BUILDING AND 6' FROM & RETURN PIPING a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY ANY MECHANICAL INTAKE AND 1' FROM ANY ELECTRICAL EQUIPMENT. �--il FCO FLOOR CLEAN OUT -�}- BALL VALVE }' U N p C FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. U •U Co O e. UNDERGROUND NATURAL GAS PIPING: WH COTG CLEAN OUT TO GRADE {- BALANCING VALVE � O b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND PIPE RELIEF TO FLOOR 0 i. SHALL BE IPS SDR 10 TUBING WHICH MEETS ASTM D2513 MANUFACTURED BY UPONOR OR IAPMO. +-+ � FUNCTIONAL SYSTEM. "IF DRAIN (E) EXISTING �'�,`� FLOW REGULATOR VALVE ii. ANY GAS PIPING ROUTED BENEATH HARD POURED SURFACES SHALL BE SLEEVED TO MEET THE N c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY (N) NEW \� BUTTERFLY VALVE Q REQUIREMENTS OF THE UTLITY COMPANY, XCEL ENERGY. V 00 OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. VTR VENT THROUGH ROOF PRESSURE REDUCING VALVE Q 00 14. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN FEET FROM ANY MECHANICAL INTAKE AND AT INDIRECT WATER HEATER DETAIL UTR UP THROUGH ROOF _4_ O 5. CODES AND PERMITS: LEAST THREE FEET FROM ANY OPENING INTO THE BUILDING. NO SCALE 2-WAY CONTROL VALVE 00 UP UP a. ALL PLUMBING EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2012 INTERNATIONAL 0 PLUMBING CODE (IPC), 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)AND ORDINANCES 15. CLEAN-OUTS SHALL BE INSTALLED AS PER 2012 IPC SECTION 708. DN DOWN 74- 3-WAY CONTROL VALVE AS INTERPRETED BY THE TOWN OF VAIL BUILDING DEPARTMENT. b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. 16. PROTECT ROOF RECEPTOR ON ROOF FROM RAIN WATER BY ELEVATING THE RIM 2 '/2" INCHES ABOVE ROOF 4-WAY CONTROL VALVE c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. SURFACE. DIFFERENTIAL BYPASS VALVE 6. AS-BUILTS. 17. PROVIDE WATERTIGHT FLASHING WHEREVER PIPES PASS THRU EXTERIOR WALLS, ROOF AND FLOORS. a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DOCUMENTS WITH ALL CHANGES NOTED STRAINER THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. 18. PENETRATION IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE-STOPPED. FIRE-STOPPING SHALL BE AN APPROVED MATERIAL SECURELY INSTALLED AND CAPABLE OF MAINTAINING ITS INTEGRITY WHEN NATURAL GAS PRESSURE REGULATOR 7. GUARANTEE: SUBJECTED TO TEST TEMPERATURE FOR SPECIFIC WALL OR PARTITION. a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK -� AIR VENT AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION. 19. PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS AT ALL PIPE HANGERS OR PRESSURE -TEMP. TAP SUPPORTS AND ALL POINTS WHERE PIPING COMES IN CONTACT WITH ANY PORTION OF THE STRUCTURE. 8. SUBMITTALS: APPLIES TO ALL WATER AND WASTE PIPING. -Q PRESSURE GAUGE a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW(SIX COPIES OF EACH). ELECTRONIC SUBMITTALS PREFERRED. 20. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND -0 THERMOMETER • DEPTHS OF UTILITIES PRIOR TO STARTING WORK OF THIS SECTION. MAKE REQUIRED ADJUSTMENTS TO 9. COORDINATION: CONNECT TO EXISTING UTILITIES. IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO UTILITIES AS a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. FOUND, THE CONTRACTOR SHALL, BEFORE CONTINUING, NOTIFY THE ARCHITECT PRIOR TO INSTALLING ANY b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST WORK WHICH MAY BE AFFECTED. ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. BRASS CLEANOUT PLUG W/COUNTER SUNK HEAD 21. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AVAILABLE SPACES FOR INSTALLING THE WORK. r CLEANOUT AND ACCESS 16"0 CONC. PAD TROWEL 10. CUTTING AND PATCHING: I � FLOOR COVER. TOP OF COVER SMOOTH & EDGE a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING) SHALL BE PROVIDED CHROME WALLCOVER LINE TO BE FLUSH W/TOP OF 22. VALVES SHALL BE NIBCO, JENKINS, WALWORTH, STOCKHAM OR EQUAL. SERVICE PRESSURE SHALL BE SUITABLE AND SCREW FLOOR UNDER OTHER SECTIONS OF THE WORK. FOR SERVICE INTENDED. FINISHED GRADE b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. - c. X-RAY SLABS PRIOR TO CORING. - P `' ° 6.. 23. PROVIDE HANGERS AND SUPPORTS MEETING THE REQUIREMENTS SPECIFIED IN THE 2012 IPC SECTION 308. °D ° °°°o( °°D PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. PLUGGED TEE WITH 11. CLEANUP: � CLEAN OUT 1/8 C.I. BEND - o '1011/ `*�1/8 C.I. BEND a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL REMOVE ALL 24. CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING ROUTINE MAINTENANCE AND -' y BALANCE OF PIPING O SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES SHALL PROVIDE THREE COPIES OF MAINTENANCE AND OPERATING MANUALS TO THE OWNER/OPERATOR. ^ FLOOR LINE SAME AS CLEANOUT C.I. WASTE LINE. ® U CLEAN AND ORDERLY. F TO GRADE. LGTH TO SUIT. v 25. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL UTILITY METERS AND UTILITY CONNECTIONS. / d J 12. PIPE INSULATION: ° ° � ° v °�- - FLOOR CLEANOUT (FCO) 0 v ° a. DOMESTIC WATER PIPING INSULATION SHALL HAVE A THERMAL CONDUCTIVITY LESS THAN OR EQUAL ° ° ° ° ° ° a Q 26. ALL PLUMBING LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO THE GREATEST EXTENT CLEANOUT NOT TO BE LOCATED TO 0.27 BTU-IN/HR-FT2-OF. POSSIBLE. ALL LINES NOT CONCEALED SHALL BE SECURED 6" OFF FLOOR AND 3/4" FROM WALL AND CEILINGS IN CARPETED AREA. WASTE LINE ® / b. HOT&COLD WATER SUPPLY PIPING (EXCEPT RUN OUTS 12 FT. OR SHORTER TO INDIVIDUAL FIXTURES) USING OFFSET BRACKETS. - %$" C.I. BEND / SHALL BE INSULATED AS FOLLOWS: PIPE SIZE (IN.) INSULATION THICKNESS (IN.) 27. AN APPROVED BACKFLOW PREVENTER SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD 1/2", 3/4" & 1" 1" END OF BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. CLEANOUT TO GRADE (COTG) 1/8 BEND IF UT 1 1/4"THROUGH 6" 1 1/2" OCCURS AT END OF M LINE. 1..1..1 c. NO HOT OR COLD WATER PIPING SHALL BE ROUTED IN EXTERIOR WALLS UNLESS PROPERLY 28. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS SHALL BE PROVIDED BY THE PLUMBING WALL CLEANOUT DIAGRAM INSULATED. CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. NO SCALE 0 0 PLUMBING FIXTURE CONNECTION SCHEDULE ® J CLEANOUT SCHEMATICS UNIT MANUFACTURER& MODEL NO DESCRIPTION WASTE VENT COLD HOT REMARKS NO SCALE Co TAG WATER WATER O LV LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" - m WC WATER CLOSET 3" 2" 1/2" - - BT PLUMBING FIXTURE SPECIFICATIONS&HARDWARE BATHTUB 2" 1-1/2" 3/4" 3/4" - SELECTION TO BE BY THE INTERIOR DESIGNER. FIXTURE KS ALLOWANCE NOT TO EXCEED THE ESTABLISHED KITCHEN SINK 2" 1-1/2" 3/4" 3/4" - REFERENCE THE DW BUDGET. DISHWASHER 1-1/2" - 112" - #8 BARE COPPER ELECTRICAL 1 /z" AEC PROJECT #: 13017 BS BAR SINK 1-1/2" 1-1/2" 112" 1/2" - � WIRE DOCUMENTS FOR / � � GROUNDING DETAILS DATE: ISSUE: CWB CLOTHESWASHER BOX 2" 1-1/2" 3/4" 3/4" - SHUT OFF VALVE / RPBFP-1 � / \ 1 FD ZURNZ415B 2" FLOOR DRAIN 2" 1-1/2" (TYPICAL) Y2" 03-05-13 DRB SET PROVIDE M FPH ANCHOR PIPING B WOODFORD MODEL 17 FREEZEPROOF HOSE BIBB - 3/4" 04-04-13 PERMIT SET � '--D CO ZURN ZN1400 CLEAN OUT 3" - TO WALL 8 ANCHOR PIPING WCO ZURN 21441 WALL CLEAN OUT 3" - - - - 1 %" PRV: PRESSURE RELIEF MINIMUM OF TO WALL VALVE FIVE DIAMETERS COTG ZURN Z1400 CLEAN OUT TO GRADE 3" LOCATE WITHIN 5'OF THE BUILDING FIRE PROTECTION SYSTEM, PIPING & OF STRAIGHT WATER METER FURNISHED EQUIPMENT PROVIDED BY DESIGN BUILD MAIN SHUT OFF VALVE PIPE BY WATER DEPARTMENT ROUTE DN TO F.D. OR BASIN Drawn By: Checked By: FIRE PROTECTION CONTRACTOR. F.P.C. TO LOCATE WITHIN 5' OF THE INSTALLED BY THE PC GAS SIZING SCHEDULE UNIT A GAS SIZING SCHEDULE UNIT B VERIFY PIPE SIZING PRIOR TO INSTALLATION. ENTRY INTO THE BUILDING 2-3 FEET KBW TOC RPBFP-1:WILKINS JOB NAME: DOBYNS DUPLEX PROJECT ELEVATION: 8150 A.S.L. JOB NAME: DOBYNS DUPLEX PROJECT ELEVATION: 8150 A.S.L. JOB NUMBER: 13017 GAS VALUE: 808 BTU/CF JOB NUMBER: 13017 GAS VALUE: 808 BTU/CF ANNC�/HOR PIPING PLUMBING PROVIDE APPROVED VERTICAL TO DATE: 4/8/2013 GAS COMPANY: SOURCE GAS DATE: 4/8/2013 GAS COMPANY: SOURCE GAS JOINT RESTRAINTS AS REQUIRED LEGEND PREPARED BY: KBW MAX PIPE RUN: 80 N.G. PREPARED BY: KBW MAX PIPE RUN: 100 N.G. LINK SEAL a a ° SPECS & it o a n n Q a n TAG DESCRIPTION BTUH TABLE CFH I SIZE TAG DESCRIPTION BTUH TABLE CFH I SIZE DETAILS B-1 BOILER 199,900 SCHEDULE 40 0.5 PSI-0.3" WC 247.4 1 1/4" B-1 BOILER 199,900 SCHEDULE 40 0.5 PSI-0.3" WC 247.4 1 1/4" FP-1 FIREPLACE 51,300 SCHEDULE 40 0.5 PSI-0.3" WC 63.5 1/2" FP-1 FIREPLACE 51,300 SCHEDULE 40 0.5 PSI-0.3" WC 63.5 1/2" SCALE: NO SCALE DUCTILE IRON WATER SERVICE BY THE CIVIL R RANGE 84,200 SCHEDULE 40 0.5 PSI-0.3" WC 104.2 3/4" R RANGE 84,200 SCHEDULE 40 0.5 PSI-0.3" WC 104.2 3/4" CONTRACTOR. RE: CIVIL PLAN FOR CONTINUATION, BBQ GRILL 40,000 SCHEDULE 40 0.5 PSI-0.3" WC 49.5 1/2" BBQ GRILL 40,000 SCHEDULE 40 0.5 PSI-0.3" WC 49.5 1/2" EXACT SIZE, LOCATION & INVERT ELEVATIONS. DR DRYER 35,000 SCHEDULE 40 0.5 PSI-0.3" WC 43.3 1/2" DR DRYER 35,000 SCHEDULE 40 0.5 PSI-0.3" WC 43.3 1/2" DR DRYER 35,000 SCHEDULE 40 0.5 PSI-0.3" WC 43.3 1/2" DR DRYER 35,000 SCHEDULE 40 0.5 PSI-0.3" WC 43.3 1/2" MAIN DOMESTIC WATER ENTRY DETAIL (1 EA FOR UNIT A & B) • MAIN-TOTAL 445,400 551.2 1 1/2" MAIN-TOTAL 445,400 551.2 1 1/2" NO SCALE I Of 5 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. C) CV co GENERAL NOTES: SHEET DETAIL NOTES: 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND 1O CONNECT%2" CW,%" HW, 1 %2"W& 1 %"V TO LV. 4-0 0 STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. O2 CONNECT%" CW, 3" W&2"V TO WC. U (a O 0UOo 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE O3 CONNECT%a" CW,3/4" HW, 2"W& 1 %2"V TO BT. N '� 00 A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. 4 CONNECT 3/a" CW,3/4" HW, 2"W& 1 %2"V TO CWB. Q 4-4O O O 3. INSTALL CLEANOUTS AS REQUIRED PER SECTION 708 OF THE 2009 IPC. r , Q ti O5 CONNECT 2"W& 1 %2"V TO FD. INCLUDE TRAP GUARD. U Q) 0 4. COORDINATE EXACT LOCATION OF HOSE BIBBS WITH ARCHITECT. 0 X cm ' N ca U 6 CONNECT�" G TO DR. PROVIDE SHUTOFF VALVE AND UNION. IF GAS c v ) LOAD EXCEEDS 35 MBH CONTACT ENGINEER PRIOR TO INSTALLATION. -� U 4 — OCONNECT 1 %a" G TO BOILER. PROVIDE SHUTOFF VALVE AND UNION. U O-> O8 CONNECT 3/a" CW TO FPHB. - Z °6 a o� 00 Lo O1" G UP TO RANGE AND UPPER LEVEL. � U r 3 W U J = O +-� ti 10 /a G UP TO FP AND BBQ. � W � � > 11 CONNECT 1 %2" G TO GAS METER. IF MAX DEVELOPED LENGTH ='tf D EXCEEDS 100' CONTACT ENGINEER. PRIOR TO INSTALLATION. REFER I ate-+ m Q) TO GAS SIZING SCHEDULE, P1.0. METER TO REMAIN T FROM ELECTRIC (� U U c) O METER AND ALL OPERABLE WINDOWS. I M � O RADON PIPING TO BE INSTALLED UNDER SLAB FOR POSSIBLE FUTURE - O � 12 T) RADON MITIGATION. DESIGN AND CODE COMPLIANCE BY OTHERS. I (� Q dam' THE NEED FOR MITIGATION TO BE DETERMINED BY LICENSED RADON I op CONTRACTOR. Q X O 13 ROUTE CONDENSATE DRAIN FROM EQUIPMENT THROUGH 00 CONDENSATE NEUTRALIZATION BASIN TO FD WITH INDIRECT I O CONNECTION. 14 INSTALL WATER METER IN MECHANICAL ROOM. COLD WATER ENTRY LOCATION TO BE DETERMINED IN FIELD. SEE WATER ENTRY DETAIL P1.0. U CN W � � J 12 O DRO O O I — CWB 4 A. O WC � O2 ® rDO LVO\\ BATH _ BT 3 CLOSET � Q FDOS 112 13 , 13 0 C) > 7 CLOSET VIECH Riu — AV EQ. (— FD 5 B - BEDROOM #3 C) O 111 0 O I B - BEDROOM #1 1 Ya" G B - MEDIA RM I 102 � �� 100 0 co � EL. 8359-6 T.O. SLAB cy) I _ z % G I i V NITY AEC PROJECT #: 13017 104 B - BEDR OM #2 I 10 12 DATE: ISSUE: I CLOSET — — — — 107 y STORAGE 03-05-13 DRB SET I � r 109 04-04-13 PERMIT SET p — — @i @ FP HB 8 L6-2-- EL. 8368' 1„G ffi I— ,JE T.O.W. T 3 00 r- � I � � HOT TUB I BA v r" WCO O 105 Drawn By: Checked By: 44f 10 Ua I mco KBW TOC GAS METER 11 FPHBO8 VANITY LANDING I 106 150 LEVEL EL 1 UP I - E L. 8364'-9" PLUMBING T.O. PLYWD. L I 9 PLAN I � I � SCALE 1/4" = F-0" NORTH UNIT B BASEMENT PLUMBING PLAN_ SCALE: 1/4" = 1'0" 2 of 5 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. C) N co GENERAL NOTES: SHEET DETAIL NOTES: 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND 0 CONNECT 2" CW,2" HW, 1 2"W& 1 2"V TO LV. STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE L_ N STRUCTURAL ENGINEER. O2 CONNECT 2" CW, 3"W &2"V TO WC. m O 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE O CONNECT Y4" CW,Y4" HW, 2"W& 1 2"V TO BT. 0U � A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. O 4 4O CONNECT Y4" CW,Y4" HW, 2"W& 1 2"V TO KS. Q O 0 O 3. INSTALL CLEANOUTS AS REQUIRED PER SECTION 708 OF THE 2009 IPC. ( , Q ti O5 CONNECT 2" HW& 1 2"W TO DW. INSTALL INDIRECT WASTE v °0 4. COORDINATE EXACT LOCATION OF HOSE BIBBS WITH ARCHITECT. CONNECTION TO THE KITCHEN SINK PER THE MANUFACTURER'S X INSTALLATION INSTRUCTIONS. C: 0) ' N m C) LL _ OCONNECT Y4" CW,Y4" HW, 2"W& 1 2"V TO CWB. U C j O7 CONNECT 2"W& 1 2"V TO FD. INCLUDE TRAP GUARD. I Q N 0 U 06 � 06 Oo N LO O8 CONNECT 2" G TO FP. PROVIDE SHUTOFF VALVE AND UNION. IF GAS I .� M C) Cp aD (6 LOAD EXCEEDS 52 MBH CONTACT ENGINEER PRIOR TO INSTALLATION. I U LLI >,� W U J = O O9 INSTALL CAPPED 2 G STUB FOR BBQ. PROVIDE SHUTOFF VALVE AND UNION. IF GAS LOAD EXCEEDS 40 MBH CONTACT ENGINEER PRIOR TO I (C5 _ U) 0- INSTALLATION. L 1 OO _ I }' U CONNECT G T DR. PROVIDE SHUTOFF FF VALVE AND UNION. IF A S N O C LOAD EXCEEDS 35 MBH CONTACT ENGINEER PRIOR TO INSTALLATION. I M � O I }, = O � 11 CONNECT Y4" G TO RANGE. PROVIDE SHUTOFF VALVE AND UNION. IF I A - BEDROOM #1 N C: 07 GAS LOAD EXCEEDS 85 MBH CONTACT ENGINEER PRIOR TO I 104 U Q dam' INSTALLATION. i 00 X 12 CONNECT 1 %4" G TO BOILER. PROVIDE SHUTOFF VALVE AND UNION. tj 0 FPHB 13 13 CONNECT Y4" CW TO FPHB, HB. BTO C LVO 0 14 2" G UP TO DR. _ VANITY 15 1" G DOWN. L A BiA,1 6 106 16 Y4" G DOWN. k 107 17 1 %4" G UP TO GAS MAIN AND METER. 18 VANITY CLOSET ROUTE CONDENSATE DRAIN FROM EQUIPMENT THROUGH CONDENSATE NEUTRALIZATION BASIN TO FD WITH INDIRECT 108 CLOSET 105 a G CONNECTION. 1 110 19 INSTALL WATER METER IN MECHANICAL ROOM. COLD WATER ENTRY LOCATION TO BE DETERMINED IN FIELD. SEE WATER ENTRY DETAIL P1.0. 18 WH-1A 2" G A - BEDROOM #2 FDO7 109 (H-U r g 1038 LINEN B-1A 12 18 EL. 8369'-5" EL. 8372'-5" 102 T.O. DRIVE T.O.W. B - GARAG 3„ LANDING 9 R 7.67" .. OL EL. 8369-10 4 206 150 8 T 11 UP J T.O. SLAB 00. °°' EL. A - MEDIA RM CO < 100 HOT TUB EL. 8374'-0" o CD > OL EL. 8369'-6" 101 T T.O. SLAB UDR T.O. PLYWD, OB - DINING 201 g ENTRY 204 200 13 L. 836 - 1" 8369'- 1" FPHB 1 ' I HE!EL. 8 70'-0" O T.O. L B SLAB CWB 6 DR 10 T.O. LYWD. - C) WC 2 ED C) RIM FD 7 ' FD 7 HOT TUB -O 202 O —O co LAUNDRY 114 O I EL. 8373'- 0" EL. 8369'-6" B - LIVING AREA T.O. PLYWD. DN ® LV 1 AEC PROJECT #: 13017 205 BATH EL. 8369'-10 4" 113 DATE: ISSUE: 17 F7 71 T.O. SLAB EL. 8373'-8" P N I _ _ T.U. PAVER M O 03-05-131 DRB SET I 04-04-13 PERMIT SET @i @j @i ® I A- BEDROOM #3 I B - KITCHEN � °' `° °' °° 111 BTO3 � � O 203 I DW O5 � �G FPO T L Ll CLOSET Drawn By: Checked By: Y =Y2" � 112 KB W TOC 16 F -I FPHB - G _ - 13 I I KS 4 KS J LA BBQ O9 ... 2 ONG LEVEL 2 EL. 8375'-3" W.P. STON 14 T.O. PLYWD. DECK PLUMBING F-1 PLAN NORTH NORTH UNIT B MAIN LEVEL PLUMBING PLAN- UNIT A BASEMENT PLUMBING PLAN- SCALE 1/4" = F-0" SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" P2 ,0 1 3 of 5 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. C) N co GENERAL NOTES: SHEET DETAIL NOTES: 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND O CONNECT%2" CW,%" HW, 1 %2"W& 1 %"V TO LV. 4_0 0 STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. O CONNECT%2" CW, 3" W&2"V TO WC. U m O 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE O CONNECT%4" CW,3/4" HW, 2"W& 1 %2"V TO SH. 00 0 00 A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. ( 4 OCONNECT%4" CW,3/4" HW, 2"W& 1 %2"V TO BT. Q c O O O 3. INSTALL CLEANOUTS AS REQUIRED PER SECTION 708 OF THE 2009 IPC. r , Q ti 05 CONNECT%2" CW,%" HW, 1 %2"W& 1 %"V TO BS. U a) 4. COORDINATE EXACT LOCATION OF HOSE BIBBS WITH ARCHITECT. X OCONNECT%4" CW,3/4" HW, 2"W& 1 %2"V TO KS. c: 0)� v m C) O7 CONNECT Y2" HW& 1 )/2"W TO DW. INSTALL INDIRECT WASTE .� U .� CONNECTION TO THE KITCHEN SINK PER THE MANUFACTURER'S U O > INSTALLATION INSTRUCTIONS. ' N 04 U 08 CONNECT%a" CW,3/4" HW, 2"W& 1 %z"V TO CWB. G I Y4 G M C) 0 00 (LS LLJ ti O CONNECT 2"W& 1 %2"V TO FD. INCLUDE TRAP GUARD. 41I W }' Lu Q _ J Z O >� 10 CONNECT Y2" G TO FP. PROVIDE SHUTOFF VALVE AND UNION. IF GAS BBQ 11 FP 10 ((� _ u) m 6 LOAD EXCEEDS 52 MBH CONTACT ENGINEER PRIOR TO INSTALLATION. �' I :tf D V U O cz 11 INSTALL CAPPED 2" G STUB FOR BBQ. PROVIDE SHUTOFF VALVE AND FPHB 14 + 01 U c) UNION. IF GAS LOAD EXCEEDS 40 MBH CONTACT ENGINEER PRIOR TO — A- LI ING AREA M � O INSTALLATION. W.P. STONE 206 'It U O DECK (D C: O-) T) 12 CONNECT Y2" G TO DR. PROVIDE SHUTOFF VALVE AND UNION. IF GAS :2 Q 00' LOAD EXCEEDS 35 MBH CONTACT ENGINEER PRIOR TO INSTALLATION. i 00 Q X 13 CONNECT%4" G TO RANGE. PROVIDE SHUTOFF VALVE AND UNION. IF — 0 8 GAS LOAD EXCEEDS 85 MBH CONTACT ENGINEER PRIOR TO INSTALLATION. 0 14 CONNECT%4" CW TO FPHB, HB. 15 %z" G DOWN. d 16 %2" GUPTO DR. 1 GAS METER 18 17 1 /4 G DOWN TO BOILER AND DR. R 13 17 18 CONNECT 1 %4" G TO GAS METER. IF MAX DEVELOPED LENGTH `- I EXCEEDS 80' CONTACT ENGINEER. PRIOR TO INSTALLATION. REFER TO J DW O7 GAS SIZING SCHEDULE, P1.0. METER TO REMAIN T FROM ELECTRIC METER AND ALL OPERABLE WINDOWS. E KSO OQ--rk A- DINING � 205 I F ■ /z" F_ A- KITCHEN 204 EL 8384'-0" T.M. PLYWD. F'o - V� BAR WCO LVO 12031 � r MUD RM ENTRY ROOF 202 201 EL. 8381'-611 T.O. PLYWD. LTJ. o R 7" T 11" I A- ENTRY J LANDING I 200 BATH ml OL EL. 8185-16" 308 EL. 8390'.6" R 7. 7" I T.O. LYWD. z ® \/ T.O. PL D T& 11 ' DN I o I I O i -- - - - -- - - - - -- - - - -- - - - -- O WCO2 r B - BEDROOM #4 I HB 14 O I O CLOSET I O s„ O BT 4 EL. 8385-4 a O 305 I - T. D. SLAB C) ' I L 00 1 ' T.O. S I O � I A- GA AGE O I FD9 ° 11 I EL. 83 5'-0" I I B - BRIDGE CLOSET T.O. P YWD. Ij 300 OFFICE 306 309 - 4" AEC PROJECT #: 13017 1 � B - MASTER BEDRM EL. 8380'-6" I ® 301 T.O. PLYWD. T.O. SLAB I DATE: ISSUE: 1 DN *E: 03-05-13 DRB SET 04-04-13 PERMIT SET 11 i m0 1 , LVO LVO I °o 1 I O BATH BT O4 302 f -- - - - -- - - - - - - - - -- - - - -- I D 9 IL LL Drawn BT j D� CheckedTO� L - \ i11� 1 FFDDO LANDING 250 LEVEL 3 Q, 30 WC( O ;'k CWB 8 I Z O _ DR 12 EL. 83751-311 H. SHO T.O. PLYWD. _ -� PLUMBING 15 PLAN NORTH NORTH UNIT B UPPER LEVEL PLUMBING PLAN- UNIT A MAIN LEVEL PLUMBING PLAN- SCALE 1/4" = F-0" SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" P2 ,02 4 of 5 0 COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N co GENERAL NOTES: SHEET DETAIL NOTES: 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND 1O CONNECT%2" CW,%" HW, 1 %"W& 1 %"V TO LV. 4_0 0 STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. O2 CONNECT%2" CW, 3"W &2"V TO WC. U m O 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE O CONNECT%4" CW,3/4" HW, 2"W& 1 %2"V TO SH. 0V O 00 A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. ( 4 4OCONNECT%4" CW,Y4" HW, 2"W& 1 %2"VTOBT. Q CO OO 3. INSTALL CLEANOUTS AS REQUIRED PER SECTION 708 OF THE 2009 IPC. ( , Q ti 0 CONNECT%4" CW,3/4" HW, 2"W& 1 %2"V TO CWB. v O E 4. COORDINATE EXACT LOCATION OF HOSE BIBBS WITH ARCHITECT. X C0 ONNECT%2" G TO DR. PROVIDE SHUTOFF VALVE AND UNION. IF GAS C: 0) ' N m U 6 LOAD EXCEEDS 35-913H CONTACT ENGINEER PRIOR TO INSTALLATION. LL r----------------------------------------------------I � W 4- .C6 r--------------------------------------------------- O7 CONNECT 2"W& 1 %2"V TO FD. INCLUDE TRAP GUARD. i i U O N O � .� QN � U 8 /2" G DOWN. I I I I � 0,5 00 U O I I I I w >' W UJ = O ii ii — N � I I I I L_ u) I I I I V O C I I I I I O 0 Q 07 � c < 0 L 00 I I I I X I I I I O I I I I m I I I I O I I I I I I I I I I I I I I I I I I I I I I I I I I I I LV g CLOSET I WC LV 303 W - A- MASTER BEDRM BATH 302 304 �� N EL. 8395'-0 T.O. PLYWD. FDO7 ENTRY ROOF F ® EL. 8396-6 ENTRY � T.O. PLYWD. 301 DN D'O6 - CWB 5 - - - - - - - -- - - - - - - - - 8 Ct I Y2 G II I J BRIDGE 1 --- --- ---- - i i �250NG 300 ---- ---- ---- --- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- ---� EL. 8390'-S" EL. 8395'-6" C) I I I T.O. PLYWD. R 7.5 T.O. PLYWD. o l i i 7 T 11" DN �I I I O I I I I II II II BATH O CLOSET 309 l i I 310 LV Q I I I I I I BT 4 co Llol O I I I I I I II II II I I I I I I I I I I I EL. 8396-6" l i UP T.O. PLYWD. A- BEDROOM #4 l l i 308 AEC PROJECT #: 13017 I I I I DATE: ISSUE: -05-13 DRB SET I � � I r- --- --- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- ---- ----� I I � I ----- ---- ---- ---- ---- ---- --- ---- ---- ----- ---- ---- ---- --- 04-04-131 PERMIT SET I I I I I I I I I I I I I I I I I I l i I I I I I I I I I I I I I I l i i l i OFFICE l i i 306 I I I I I I L_ I j I I Drawn By: Checked By: I I I I KB W TOC I I I I I I I LEVEL 4 lul I I I I I I I I I ---- --- ----IL ----IL ---JI- -- ---- - --J1 -- - ----IL ----IL ---il ---- ---- --JJ PLUMBING PLAN NORTH UNIT A UPPER LEVEL PLUMBING PLAN- SCALE 1/4" = F-0" SCALE: 1/4" = 1'0" P2 ,93 5 of 5 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. GENERAL NOTES: DOBYNS DUPLEX JOB#0201-13 10. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOIN GENERAL REQUIREMENTS: RAFTERS, JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNECTORS OR DESIGN CRITERIA: EQUIVALENT. CONNETORS THAT ARE USED IN EXTERIOR APPLICATIONS AND IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL HAVE COATING TYPES 1. CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO ROOF LIVE LOAD (SNOW LOAD): 100 PSF AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OF CONNECTOR CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF CONNECTION SCHEDULE ROOF DEAD LOAD: 15 PSF MANUFACTURERS'RECOMMENDATIONS OR IN ACCORDANCE TO IBC SECTION DISCREPANCIES IN DIMENSIONS ARE DISCOVERED. AO SIMPSON H5 OR SDWC15600 c) FLOOR LIVE LOAD: 40 PSF 2304.9.5.1. r FLOOR DEAD LOAD: 15 PSF 2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE. © SIMPSON HU3514 DECK LIVE LOAD: 100 PSF THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED r DECK DEAD LOAD (DRIP THROUGH WOOD): 10 PSF 11. WOOD NAILER PLATES ON STEEL BEAMS FOR TOP-FLANGE HANGERS SHALL CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND © SIMPSON HUC610 0 DECK DEAD LOAD (STONE OVER MORTAR): 55 PSF BE RIPPED TO MATCH THE STEEL BEAM FLANGE WIDTH AND DRIVE-PINNED WITH TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE TWO ROWS POWDER ACTUATED SIMPSON PDPW-200 OR EQUIVALENT. SIMPSON LSSU135 BASIC WIND SPEED (3 SEC GUST): 90 MPH SHORING AND BRACING IN THE PROPER SEQUENCE, AS MAY BE REQUIRED TO WIND EXPOSURE: B ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF �E SIMPSON ITS2.37/11.88 SEISMIC DESIGN CATEGORY: C 12. MANUFACTURED JOISTS SHALL BE FROM AN APPROVED MANUFACTURER IN CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH THE SIZES AND SPACINGS INDICATED ON PLAN. IF JOISTS FROM A FO SIMPSON HU48 IBC/IRC EDITION: 2012 MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUTED, CONTACT THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS(NOT IN FOUNDATION DESIGN: ENGINEER TO REVIEW SPANS, LOADING AND CONNECTIONS. FOLLOW THE CONTRACT). © SIMPSON MIU2.37/11 MANUFACTURE J L 4x4x1/4x0'-5 1/2 W/R'S RECOMMENDATIONS REGARDING BLOCKING, BRACING AND H (4)-3/4" T.B.'s SEE 7/S8 m ° o r. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SEQUENCES 0 1. THIS FOUNDATION HAS BEEN DESIGNED BASED ON THE RECOMMENDATIONS WEB STIFFENERS. C4 co NOTIFY SET FORTH IN GEOTECHNICAL REPORT #12059 BY LKP ENGINEERING, INC. AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. I SIMPSON MIT411.88 N V-- I` M CONSTRUCTION OF THIS FOUNDATION §H ALL FOLLOW THE REQUIREMENTS 13. EXTERIOR WALLS SHALL BE 2x6 STUDS @ 16"ON CENTER OR AS DESCRIBED �STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION 00 C5� d7 DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS JO SIMPSON LU210 ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS 0 0 m 0) FROM THIS REPORT. BELOW, UNLESS NOTED OTHERWISE ON PLAN: . WALL HEIGHTS 12'-6 AND LESS: 2x6 STUDS @ 16" OK SIMPSON MIT11.88 DRIVEWAY SURFACE m V THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER. JOBSITE O O 2. DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING WALL HEIGHTS FROM 12'-6 THROUGH 14'-6: 2x6 STUDS @ 12" 25 5/11 SIMPSON HB5. . © BY OTHERS O PRESSURE OF 3000 PSF. WALL HEIGHTS FROM 14'-6 THROUGH 17'-4: (2)-2x6 STUDS @ 16" SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Z m m WALL HEIGHTS GREATER THAN 17-4: CONTACT ENGINEER MO SIMPSON ABU66 O = X 4. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR 3. RETAINING WALLS HAVE BEEN DESIGNED USING A LATERAL PRESSURE OF 55 CAP WITH A DOUBLE 2x6 TOP PLATE OVERLAPPING AT CORNERS AND AT DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION > 0- Q PCF FOR THE"AT REST"EARTH PRESSURE CONDITION AND 35 PCF FOR THE INTERSECTIONS WITH OTHER PARTITIONS. IF OVERLAP IS NOT POSSIBLE, STRAP 0 SIMPSON HU1414TF o o Q � "ACTIVE"EARTH PRESSURE CONDITION. TOP PLATES WITH STEEL STRAP TIES (SIMPSON ST292)AT THE OUTSIDE CORNER. DOCUMENTS. THIS OBSERVATION VISIT IS NOT AN INSPECTION. THE CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO OO SIMPSON LB212 PER PLAN GABLE END WALLS SHALL BE BALLOON FRAMED TO THE BOTTOM OF 4. FOOTINGS SHALL BE PLACED BELOW FROST DEPTH ON UNDISTURBED SOIL RAFTERS, LOOKOUTS OR GABLE END TRUSS. SCHEDULE THIS VISIT. © SIMPSON HUC410 TOW ° OR ON STRUCTURAL FILL COMPACTED AS REQUIRED BY THE GEOTECHNICAL WALLS SHALL BE SHEATHED WITH 7/16"THICK APA RATED PLYWOOD OR OSB 5. SUBMIT SHOP DRAWINGS TO ENGINEER FOR STRUCTURAL STEEL FOR REVIEW _ (2)45's CONT. ENGINEER. SHEATHING RATED 24/16, EXPOSURE 1. BLOCK ALL HORIZONTAL JOINTS: 8d PRIOR TO FABRICATION OR CONSTRUCTION. THE ARCHITECT AND/OR TOP&BOT. NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE SUPPORTS. CONTRACTOR ARE RESPONSIBLE FOR VERIFYING DIMENSIONS AND QUANTITIES. ° N 5. BACKFILL AROUND RETAINING WALLS AND STRUCTURAL BUTTRESSES SHALL PROVIDE (3)-2x10 HEADERS OVERALL DOOR AND WINDOW OPENINGS WITH PER PLAN BE COMPACTION TESTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ONE 2x6 TRIMMER AND ONE 2x6 KING STUD EACH SIDE UNLESS NOTED THIS REVIEW IS FOR GENERAL COMPLIANCE WITH THE INTENT OF THE TO DECKING ENGINEER. OTHERWISE. STRUCTURAL DRAWINGS. a a 2x BLKG. 0_ NUMBER OF STUDS INDICATED ON PLANS FOR BUILT UP POSTS ARE 6. WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCURATE SET d 6. PROVIDE PERIMETER FOUNDATION DRAINS PER THE GEOTECHNICAL TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS. OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR. #5's @ 12"EA. WAY ENGINEER RECOMMENDATIONS. ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5"OF STUDS BELOW. RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION AND BM. PER PLAN DECKING PER ARCH. COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT AND ENGINEER TO . a REINFORCED CONCRETE: 14. INTERIOR LOAD BEARING WALLS ARE 2x4 OR 2x6 STUDS AT 16"ON CENTER PROVIDE THE BEST POSSIBLE STRUCTURE. 4c 4 ONIC. SLAB PER PLAN ® DECK JOISTS PER PLAN - o (� WITH 112"GYPSUM WALL BOARD BOTH SIDES. CAP WITH A DOUBLE TOP PLATE 1. CONCRETE DESIGN IS BASED ON THE MOST CURRENT PUBLICATION OF TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTION WITH PARTITIONS. 0 5' S Z "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318). IF OVERLAP IS NOT POSSIBLE, STRAP TOP PLATES WITH STEEL STRAP TIES PER PLAN (SIMPSON ST292)AT THE OUTSIDE CORNER. ABBREVIATIONS LIST TO SLAB a ° a a T 2. STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE PROVIDE (2)-2x10 HEADERS OVERALL DOOR AND WINDOW OPENINGS WITH e �Sk STRENGTH OF 3000 PSI. ONE 2x4 OR 2x6 TRIMMER AND ONE 2x4 OR 2x6 KING STUD EACH SIDE UNLESS A.B. ANCHOR BOLT •° NOTED OTHERWISE. ABV. ABOVE W 3. CONCRETE SHALL BE PROPORTIONED USING TYPE I-II SULFATE RESISTANT NUMBER OF STUDS INDICATED ON PLANS FOR BUILT UP POSTS ARE ADJ. ADJACENT Z CEMENT. DO NOT USE ADMIXTURES CONTAINING CHLORIDE SALTS. TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS. ALT. ALTERNATE I I 3-0 _ ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5"OF STUDS BELOW. ARCH. ARCHITECT REF. 2/S1 I I - #5 DWLS.x q 4. FOR COLD WEATHER CONCRETING PROCEDURES REFER TO THE"ACI MANUAL BLKG. BLOCKING " @ 12 C� OF CONCRETE PRACTICE." 15. AT BEAM BEARING LOCATIONS IN STUD WALLS, PROVIDE MULTIPLE-STUD BM. BEAM a ° (ALT. LEGS) POSTS EQUAL TO WIDTH OF BEAM UNLESS NOTED OTHERWISE. BM. PKT. BEAM POCKET 10 O CONIC. PIER Z 5. EXPANSION ANCHORS SHALL BE LOCATED NO LESS THAN 6 BOLT DIAMETERS BRG. BEARING I I _ All W FROM CONCRETE EDGES AND SPACED AT NO LESS THAN 12 BOLT DIAMETERS 15. FLOOR SHEATHING: PROVIDE 1 1/8"APA RATED WARMBOARD, EXP. 1, SPAN CANT. CANTILEVER = o ° UNLESS NOTED OTHERWISE. RATING 24"O.C. FOR ALL FLOOR CONSTRUCTION. GLUE AND NAIL PANELS TO CLR. CLEAR I I a COL. COLUMN (2)-#5 DWLS x a a4 ALL SUPPORTS: 8d NAILS AT 6 AT PANEL EDGES AND 8d NAILS AT 12 AT I 6. CONCRETE FLOOR SLABS ON GRADE SHALL HAVE SAWN OR TOOLED INTERMEDIATE SUPPORTS. INSTALL SHEATHING WITH LONG DIMENSION CONC. CONCRETE 6" CONTROL JOINTS AT A MAXIMUM SPACING OF 12 FEET IN EACH DIRECTION. IF PERPENDICULAR TO JOISTS AND STAGGER JOINTS. CONT. CONTINUOUS _ a POSSIBLE, LOCATE CONTROL JOINTS ALONG COLUMN GRIDLINES. C.P. CRIPPLE POST SEE SCHED. 17. ROOF SHEATHING: PROVIDE 5/8"THICK APA PLYWOOD SHEATHING RATED DWL. DOWEL FOR REINF. 7. CONCRETE COVERAGE FOR REINFORCING STEEL(ACI 318-95): 40/20 EXPOSURE 1. INSTALL SHEATHING WITH LONG DIMENSION EA. EACH - J CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" PERPENDICULAR TO THE SUPPORTING MEMBERS AND STAGGER JOINTS. EQ. EQUAL ° #5 DWLS.x CONCRETE EXPOSED TO EARTH OR WEATHER: NAILING: 8d NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE EXP. EXPANSION • = @ 12" V-6 #6 BAR THROUGH #18 BAR: 2" SUPPORTS. F.D. FLOOR DRAIN (ALT. LEGS) #5 BAR, W31 OR D31 WIRE, AND SMALLER: 1 1/2" PROVIDE WIND/SEISMIC ANCHORS AT SUPPORTS FOR ALL RAFTERS,TRUSSES FTG. FOOTING CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH GROUND: AND LOOKOUTS. G.L. GLUED LAMINATED EQ. EQ. _ a. SLABS, WALLS AND JOISTS (#11 BAR AND SMALLER): PROVIDE SOLID BLOCKING PANELS BETWEEN ROOF FRAMING MEMBERS AT HDR. HEADER . 4 #14 AND NO 18 BARS: 1 1/2" BEARING TO PREVENT ROLLING. HORIZ. HORIZONTAL SCHED. WIDTH `o #11 BAR AND SMALLER: 3/4" INFO. INFORMATION (4)45's LONGIT.TOP&BOT a b. BEAMS AND COLUMNS: 18. LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM INV. INVERTED 5 SCALE: 3/4" = V-0 a 4, x PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2" PROPERTIES: JSTS. JOISTS S1 #5's x 4'-4 @ 12"TRANSV. ° cv FLEXURAL BENDING STRESS: 2800 PSI K.S. KING STUD @ 12"TOP&BOT REINFORCING STEEL: MODULUS OF ELASTICITY: 2,000,000 PSI LLV LONG LEG VERTICAL PER PLAN a •a TENSION PARALLEL TO GRAIN: 1850 PSI LONGIT. LONGITUDINAL 1. EXCEPT WHERE OTHERWISE NOTED, REINFORCING BARS SHALL BE GRADE 60 COMPRESSION PARALLEL TO GRAIN: 2310 PSI LTWT. LIGHTWEIGHT BLOCK OUT FOR TOF Q a a EXCEPT TIES, FIELD BENT BARS AND BARS TO BE WELDED WHICH MAY BE GRADE COMPRESSION PARALLEL TO GRAIN: 750 PSI LVL LAMINATED VENEER LUMBER COL. PLACEMENT o a a a 40. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC. PERPENDICULAR TO GLUE LINE MANF. MANUFACTURER TS COL. PER PLAN - e ° a. HORIZONTAL SHEAR: 285 PSI O.C. ON CENTER 1❑BASER: a 2. FOR BARS#8 AND SMALLER, LAP BARS 36 DIAMETERS AT SPLICES IN FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING, H' PLATE 1/2"EXPANSION MATERIAL BASE R3/4"x1IONG-10 8 0 CONCRETE. DO NOT WELD OR USE MECHANICAL SPLICING DEVICES UNLESS BRACING AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS. REF. REFERENCE 2'-0" 10" 2'-0" Q U REINF. W/(4)-1/2"O x 10" � APPROVED BY ENGINEER. REINFORCING 5"CONIC SLAB PER PLAN EXP. ANCH.'s OR SIMPSON SCHED. SCHEDULE 4-10 v STL. TITEN HD ON 1"MIN. SHIM 3. HORIZONTAL BARS SHALL BE CONTINUOUS OR LAPPED WITH CORNER BARS STRUCTURAL STEEL: STEEL RIGID INSUL. PER ARCH. &NION-SHRINK GROUT 3 SCALE: 3/4" = 1'0 r ) _ AT CORNERS. PROVIDE (2)-#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYOND T TRIMMER S1 v ♦ O O EDGE OF ALL OPENINGS OR STEPS. 1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN T.B. THROUGH BOLT ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EITHER AISC-LRFD, T&G TONGUE&GROOVE OL PER PLAN 5"CONIC. SLAB Z 0 r 4. EXTEND REINFORCING STEEL A MINIMUM OF 2 FEET THROUGH COLD JOINTS. AISC 335 OR AISC-HSS. SPECIFICATIONS AND CODE OF STANDARD PRACTICE. TO TOP OF T TO SLAB - PER PLAN 3"OF STONE&MORTAR MM COORDINATE ALL COLD JOINT LOCATIONS WITH ENGINEER. TOF TOP OF FOOTING "' m N BED PER ARCH. W 2. STRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A50. TUBE SHAPES TOW TOP OF WALL - _ ----------------------- SLOPING M O O 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPEC. A-185. LAP WELDED SHALL BE ASTM A500 GRADE B. PIPES SHALL BE ASTM A53 GRADE B OR ASTM TRANSV. TRANSVERSE TO SLAB - ° W WIRE FABRIC A MINIMUM OF TWO FULL MESH GRIDS. A501. TRTD. TREATED _ - - - - "' ° ° 00 7 TS TUBE STEEL _ • • • = - - - O STRUCTURAL WOOD FRAMING: 3. ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM TYP. TYPICAL = i a (o SPECIFICATION A325. ANCHOR BOLTS AND BOLTS (INCLUDING LAGS) USED IN VERT. VERTICAL 1. EXCEPT WHERE NOTED OTHERWISE, ALL 2"NOMINAL LUMBER EXCEPT STUDS VIF VERIFY IN FIELD w TIMBER CONNECTIONS MAY BE ASTM A307. W.P. SEE SCHED. EQ. EQ. v = 8"THICKENED SLAB SHALL BE DOUGLAS FIR-LARCH #2 AND BETTER. ALL SOLID TIMBER POSTS AND WATERPROOF FOR REINF. v EDGE W/ 2 -#5's cf)BEAMS 3"NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH #2 UNLESS 4. TORQUE INSPECTION SHALL BE PROVIDED AS REQUIRED BY THE BUILDING W/ WITH 8 SCHED. WIDT m CONT. HORIZ.,TYP. NOTED OTHERWISE ON PLAN. INSPECTOR. 0- 2. STUDS SHALL BE STUD GRADE AND BETTER HEM FIR OR DOUGLAS FIR-LARCH. 5. EXPANSION BOLTS SHALL BE WEDGE TYPE"SIMPSON STRONG-BOLT"OR STEEL COLUMN BEARING PLATE SCHEDULE: APPROVED EQUIVALENT. MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS _ 4 SCALE: 3/4" = 1'-0 2 TYPICAL THICKENED EDGE DETAIL SCALE: 3/4" = 1'0 3. FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE NOTED OTHERWISE. PLACEMENT MAY REQUIRE SPECIAL INSPECTION IN SCALE: 3/4 - 1 0 S1 S1 FOUNDATION WITH NOT LESS THAN 1/2"DIAMETER STEEL BOLTS OR APPROVED ACCORDANCE TO SECTION 1704.3.3 OF THE 2012 IBC AND LOCAL BUILDING I� ANCHORS. BOLTS SHALL BE EMBEDDED AT LEAST 7"INTO CONCRETE OR OFFICIALS. TYPE THICKNESS PLAN VIEW ANCHORS MASONRY, AND SPACED NOT MORE THAN 4 FT APART. THERE SHALL BE A MINIMUM OF TWO BOLTS OR ANCHOR STRAPS PER PIECE WITH ONE BOLT OR 6. EPDXY ANCHORS SHALL BE"SIMPSON SET-XP"OR APPROVED EQUIVALENT. ANCHOR STRAP LOCATED NOT MORE THAN 12"OR LESS THAN 4"FROM EACH MINIMUM EMBEDMENT SHALL BE IN ACCORDANCE TO MANUFACTURES FTG. NOT SHOWN (2)45's CONT. HORIZ. END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE RECOMMENDATIONS UNLESS NOTED OTERWISE. PLACEMENT MAY REQUIRE �� PER PLAN TOP&BOT. TIGHTENED ON EACH BOLT TO THE PLATE. SPECIAL INSPECTION IN ACCORDANCE TO SECTION 1704.3.3 OF THE 2012 IBC TOW 4. BOTTOM PLATES OF INTERIOR BEARING WALLS SUPPORTED ON CONCRETE AND LOCAL BUILDING OFFICIALS. o (4)-1/2"Ox10" SHALL BE DRIVE-PINNED WITH POWDER ACTUATED SIMPSON PDPW-300 OR 7. ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER. FIELD WELDS ED EXP. ANCHORS EQUIVALENT. IF CONCRETE IS HEATED CONNECT BOTTOM PLATE WITH LIQUID MAY REQUIRE SPECIAL INSPECTION IN ACCORDANCE TO IBC SECTION 1704.3 2.0 FULL NAILS HEAVY DUTY LN-901 OR EQUIVALENT. AND LOCAL BUILDING OFFICIALS. 1a 1a' _ FOR REMAINDER OF REINF. INFO. (2)-#5's x HT. REF.TO APPROPRIATE DETAIL 2-0 PROJECT : 0201-13 5. BOTTOM PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED 8. DELAY PAINTING WITHIN 3"OF FIELD WELDS UNTIL WELDS ARE COMPLETED. 10 (2)45's CONT. HORIZ. DRAWN BY : TFA LUMBER OR A LUMBER OF NATURALLY DURABLE MATERIAL. 2,0 TOP&BOT. REVIEWED BY : JPL 9. STEEL ANGLES THAT ARE USED TO SUPPORT STONE VENEER AND ARE IN 2'_0 FULL PER PLAN 6. WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY CONTACT WITH CORROSIVE SOILS SHALL BE GALVANIZED AND SHALL BE (2)-#5's x HT, TOW D A T E : PERMIT 03.14.13 WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK. PROVIDE 1/2" ATTACHED TO THE FOUNDATION WITH GALVANIZED OR STAINLESS STEEL 10„ 2'-0 00 2-0 REVISIONS : CLEARANCE AROUND END OF WOOD BEAM. PROVIDE 2x TREATED BLOCKING ANCHORS. 1a" 7z 1a EACH SIDE OF BEAM AT BEARING. 10. STEEL BEAMS BEARING IN CONCRETE OR MASONRY BEAM POCKETS SHALL `\j (2)-1/2"O x 6" PER PLAN EXTEND HORIZ. REINF. 7. BLOCKING WITHIN FLOOR JOIST SPACES BENEATH POSTS NOTED ON PLAN BEAR ON 1"MINIMUM OF SHIM AND ALL VOIDS SHALL BE FILLED WITH 0 5/8" m�, EPDXY ANCHORS TOF 2'-0 PAST STEP TYP. g SHALL BE OF EQUIVALENT AREA OF THE COLUMN ABOVE. SINGLE STUD NON-SHRINK GROUT. u o o \ TRIMMERS DO NOT REQUIRE ADDITIONAL BLOCKING IN THE FLOOR. CL BACKFILLING PROCEDURES: 5 5 w 8. BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH cv \ 1 FOR REMAINDER OF REINF. INFO. STANDARD WASHERS AND NUTS. 1. VERIFY TYPE OF FILL WITH GEOTECHNICAL ENGINEER. CONIC.WALL \ \ REF.TO APPROPRIATE DETAIL GENERAL 9. REFER 1-'MINIMUM AOSTENING SCHEDULE. A COPY)OF THIS TABLE CAN BE PROVIDED GRADES SR EQUIRED UNLESS TOEMPORA Y S ORINGIS INSTALLED. OFNOT 10 \ \ NOTES & UPON REQUEST. AS STATED IN SECTION 2304.9.5 OF THE 2012 IBC SECTION BACKFILL AGAINST RETAINING FOUNDATION WALLS UNTIL SUPPORTING FRAMING 3' PER PLAN 14 84 PROVIDE CONT. FTG. CONIC.WALL @ CASCADE OPTION TOF DETAILS 2304.9.5: FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED AND ELEMENTS ARE IN PLACE, OR ADEQUATE TEMPORARY SHORING IS INSTALLED. N FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED &SLOPE FOUNDATION GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. GROUT: WALL z FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA PWF. 3 5i8 'n o E me _ (2)-1/2"O x 6" g 1. GROUT BENEATH COLUMN BASE PLATES AND STEEL BEAM BEARING PLATES 2a1 ° EPDXY ANCHORS SHALL BE NON-SHRINK, NON-METALLIC GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. N _'� Sl 2z r,, 1 TYPICAL FOOTING STEP SCALE: 1/2" = 1'-0 2j, S1 5" cy) r O 110'-0" O 8'-0" 8 6_ 6' 0" 13' 0" 5' 3 18'-4" 2'-10 8'-112� 7'-0" 10'-0" 10'-0" 4 0ool Of 3-9" 3 TOW = 8378'-2 TOW = 8382'-9 1/2 TOF = 8373'-2 TOF = 8373'-2 o� S8�Q F_ — m N _D ti Nr-- ti M X c0 A dam- d�- I 5 9 I T W - 00 8383' 3 8 d� d� O S7 S7 I TOF = O INDICATES 12"x 12" 8373-2 '-2 SQUARE CONC. PIER TOW = 8377 W/(4)-#5's VERT. & TOF = 8373'-2 I Z I I I �" 0 a Q # 3 TIES @ 16 I I I I Q ILL ,� INTERRUPT FIG. FOR ° 4 RADON MITIGATION PIPE 7 I oll 14'-2" 1 6 3 0 I ISOLATED SPREAD FOOTING SCHEDULE o LABEL DIMENSIONS REINFORCING 0, 1 a I — — — — — — — A 2-0 x 2-0 x T-0 (3)45's x V-6 EA. WAY I I I 1 :3 B 3-0 x 3-0 x V-0 (4)45's x 2-6 EA. WAY 5"CONCRETE SLAB ON 4"CLEAN 2 c _ — IGRAVEL BASE ON UNDISTURBED S7 GRADE OR COMPACTED STRUCTURAL FILL PER SOILS Z LENGINEER. REINFORCE SLAB WITH �A #3 REBAR @ 16"O.C. OR cv I I I 6x6-W2.5xW2.5 WELDED WIRE FOUNDATION PLAN - FABRIC THROUGHOUT PROVIDE L W I TOW = 837T-2 I DEEP SAWN OR TOOLED CONTROL _� I W SCALE: 1/4 - 1 -0 n I TOF = 8373'-2 JOINTS AT 12-0"MAXIMUM SPACING TOW = 8383'-9 3/8 PLAN NOTES: I v I EACH WAY,TYP. TOF = 8373'-2 Z 1. CONTINUOUS FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE 11 I 3'-1" 1'-6" 16'-2" 1'-6" 7'-5" o 2. CONCRETE WALLS ARE 8"THICK UNLESS NOTED OTHERWISE S7 _ 3. CONCRETE FOOTINGS ARE 8"THICK AND V-4"WIDE UNLESS NOTED OTHERWISE 4. CONTACT ENGINEER IF OVER-EXCAVATION IS REQUIRED TO FIND ADEQUATE SOIL BEARING $� 1 5"CONCRETE SLAB ON 4"CLEAN I I W 5. STEPS IN TOP OF FOUNDATION WALL ARE INDICATED: GRAVEL BASE ON UNDISTURBED TOW = 8372'-4 6. VERIFY ALL FLOOR DRAINS (F.D.) LOCATIONS W/ARCH. PRIOR TO CONSTRUCTION. GRADE OR COMPACTED STRUCTURAL TOF = 8366'-2 7.Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1. FILL PER SOILS ENGINEER. 8. ❑ INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S1. REINFORCE SLAB WITH #3 REBAR @ S7 TOW - 8385'-3 3/8 0 9. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS TOW&TOF ELEVATIONS PRIOR TO CONSTRUCTION. 12"O.C. PROVIDE 1"DEEP SAWN OR ° I I 8374'-0 = TOL = 8383'-9 3/8 STEP � TOF = 8373'-2 TOOLED CONTROL JOINTS AT 12'-0" I TO SLAB co MAXIMUM SPACING EACH WAY,TYP. TOF INTERRUPT FIG. FOR 16 13'-17" RADON MITIGATION PIPE S8 0 12'-64" 0 _ I \ I I TOW = 8377'-2 w TOW = 8369'-10 3/4 TOF = 8370'-2 INDICATES a- m o — THICKENED EDGE O g - TOF = 8366'-2 OF CONC. SLAB `n `n TOW = 8377'-2 22" 52' INDICATES SEE 2/S1 I �Q THICKENED EDGE OF " TOW = 8369'-10 3/4 0 3 I TOL = 8372-4 STEP 16'-10" N o `? TOF = 8358'-8 S1 TOF = 8366'-2 TOF �n I CONC. SLAB SEE 2/S1 I E TOW = 8385'-3 3/8 � I I TOL = 8383'-9 3/8 I I „� _ F-1 — I TOF = 8373'2 N STEP 8385' 3 3/8 C) TOW = 8368'-3 3/8 TOW 8369'-3 3/8 TOW 8369'-9 3/8 I 10 24" �o I TO SLAB SLOPE T TOF = 8358'-8 TOF 8358'-8 TOF = 8358'-8 8369'-9 3/8 BM. PKT. S7 TOW = 8369 2 TOF STEP 1 � SLAB � TO SLAB _ � TOF = 8358'-8 TOF S8 J 4 [;'-0", 4 TOW = 8374'-0 I I / < O 5"CONCRETE SLAB ON 4"CLEAN TOF = 8358'-8 ' TOW = 8385'-3 3/8 Lj r / v TOW = 8373'-8 LL TOW = 8364'-0 '% — — — — — — — — — — — — — — — 0) GRAVEL BASE ON UNDISTURBED 15 TOW = 8374'-0 TOF = 8370'-0 I I I TOF = 8373-2 Q U GRADE OR COMPACTED I TOW = 8385-4 3/4 - TOF = 8358'-8 1,_8„ Sg TOL = 8373-6 _ T W = 8362'-6 TOW 8364'-0 BM. PKT. STRUCTURAL FILL PER SOILS ,,, � � i 3 8 7 3- - STEP TOF = 8365-0 TOW = 8374-0 I -TOF = 8373-21 ♦ ^ TOF = 8355'-6 TOF = 8355'-6 ENGINEER. REINFORCE SLAB $ co L - - � v J S8�Q TO I 8-3� S7 S7 19'3-,'" WITH #3 REBAR @ 16"O.C. OR TOF TOF = 8370'-0 — 6x6-W2.5xW2.5 WELDED WIRE ❑3 O 2' O" FABRIC THROUGHOUT. PROVIDE '�� � 1"DEEP SAWN OR TOOLED I v STEP I I "' c A TOW = 8359'-6 I N A �Q CONTROL JOINTS AT 12-0" I co 2 TOF BM. PKT. TOF = 8355'-6 I 5 2 MAXIMUM SPACING EACH WAY, I S8 4.. I 5"CONCRETE SLAB ON 4"CLEAN S7 TYP. 4 S7 8'-10" 2'-10" GRAVEL BASE ON UNDISTURBED GRADE I O co OR COMPACTED STRUCTURAL FILL PER S7 12'-2—,'" 24'- a" 12' 0" 19'-1'g" 14'-7$" ❑2 I 8373 8 I SOILS ENGINEER. REINFORCE SLAB I O O TO SLAB WITH #3 REBAR @ 16"O.C. OR _, I � � TOW 8384'-8 (� .00 6x6-W2.5xW2.5 WELDED WIRE FABRIC N I I TOF = 8373-2 Q m �Q B BLOCK OUT IN I I o I I ° OR TOOLED CONT OL JOINTS AT 12'-0"N f 2 SLAB FOR COL. 5"CONCRETE SLAB ON 4"CLEAN N I I MAXIMUM SPACING EACH WAY TYP. I I co 3 S7 I I I 1 PLACEMENT I I r I I L — - - - - - - - - - J , GRAVEL BASE ON UNDISTURBED 8359'-6 I 8374'-0 I 4-0 0 ❑ GRADE OR COMPACTED STRUCTURAL TO SLAB TO SLAB TOW = 8358'-10 TOF = 8355'-6 I FILL PER SOILS ENGINEER. 1 4„ 4 REINFORCE SLAB WITH #3 REBAR @ I I I ( THICKENED EDGE 1' 4" S1 I I 12"O.C. PROVIDE 1"DEEP SAWN OR 13 I cv TOOLED CONTROL JOINTS AT 12-0 I I TOW = 8363-0 S7 SO EE 2O/S1C SLAB o I - o - - o o MAXIMUM SPACING EACH WAY,TYP. TOF = 8358'-8 cv N I I I I I I TOW = 8374'-0 cv = cv 0 8359'-6 m �r � I TOF = 8358'-8 I �A N I 2 BM. PKT. � —� I 4 TOSLAB 7—T( S7 TOW = 8359'-6 TOF = 8355'-6 1' 4" 8362'-4 1 W = 8373'-0 3 TO SLAB - TOF = 8358-8 I I S1 TOW = 8359'-6 I I INTERRUPT FIG. FOR I I NDICATES L TOF = 8355'-6 RADON MITIG TION PIPE S7 THICKENED EDGE T F = 8358'-8 N PROJECT : 0201-13 TOW 8370'-0 N TOW = 8363'-0 1 5 I OF CONC. SLAB TOF = 8358'-8 I I S1 SEE 2/S1 I I I TOW = 8374'-0 10 DRAWN BY : TFA — — _ I I I TOF = 8370'-0 s7 REVIEWED BY : JPL 5z 2z - I I 12 ` 14'-8" 9'-4" ' DATE : PERMIT 03.14.13 _ S7 I I �A I I S7 TOF I o REVISIONS : - � N 1 REV 4. 4.1 TOW - 8361'-0 `�' N STEP o I �� 0 0 3 TOL = 8358'-8 I L TOF I I �, NDICATES 10"0 F-1' " TOF = 8355'-6 CONC. PIER — TOW = 8368'-0 TOW = 8376'-0 TOW = 8383'-9 1/2 " T-943-" TOF = 8358'-8 I I TOF = 8373'-2 TOF = 8373'-2 13 TO - 8385'-4 3/4 TOW = 8361'-0 TOL = 8358'-8 TOW = 8363'-0 N TOW = 8368'-0 S7 TOF = 8373-2 TOF = 8355'-6 TOF = 8355'-6 v TOF = 8358'-8 cGk V 2s F - � � F — - - - - - - - - - FOUNDATION I �A �— �A �— A 5;•• P LA N z T-9" 4'-24" 11'-9'a" 20'-0" 8'-0" 16'-02 4'-1 5'-0" 12'-0" 10'-0" 10'-0" 4'-0" 106-0" S2 3 cy) r d- r 5 9 0 S7 S7 N O ti 4 7 CO co S7 S7 X 00 6 00 rn rn Co V O O El . z rn rn 0- O Q � � S7 C O 11 � S7 � — ❑ ❑ ❑ ❑ ❑ ❑ 0 z S7 W W z 16 _ S8 CII � z W 3 S1 BM. PKT. ULI Li Li ❑ ❑ 0 10 1 a S8 BM. PKT. O rr Ll 15 J S8 8 +� INDICATES 1 1/4 x 11 7/8 S7 � 7 QTYP. J L BM. PKT. BM. PKT. CONT. LSL RIM BD. 6 ti -i r _ ©TYP. I I I E TYP. I J QTYP.jr c W U _ N MI. -1 r 2 r 4 DE TYP.J L!;2 N S8 z r 8370'-0 p Q 00 TYP. X o N TO PLYWD. i = + CONT. L 4x4x1/4 W/5/8"Ox4" L J r r �� 8369'-6 ❑2 Q u- 0 ! , r � �-�� �coj � �cJ N OVERFRAME OVERFRAME � '- � TO PLYWD. EXP. ANCH. @ 16"O.C. W/CONT. FOR REMAINDER OF � v TYP. 21 �'+ �'+ cv FLOOR REF. �, J TRTD. 2x4 BRG. FL PIN DRIVEN 8369'-2 cv ARCH. 6 > TO ANGLE @ 16 FNDTN INFO. REFER TO S2 J ♦ /� TO PLYWD. X � � V J/ rw O o Q c co cn +6 ��1 GO 1❑ co Q 1 3/4 x 5 1/2 LVL @ 16" MM rn Q x 5 STUD BRG. WALL ALIGN W x p 0� �`P S8 W/LVL GARAGE JOISTS 0 N J c i BM. PKT. n i w N S/�1/� +66 +S El O MO 661-J J S L (3)-1 3/4 x 9 1/4 LVL CONT. S7 `v 8369'-6 3 S1 10 S1 CANT. DECK JOISTS 7 r 2x1 LE GER /(5) 12d AILS ` �\ 60 (2) 1/4"0 x 4"L DGE -LO @ 1 , rOT P. �' o (2)-1 3/4 x 11 7/8 LVL CONT.TRTD. 2x10 RIM 12 °D 83 9'-0 c N +� 364'- 0 o TO PL D. � O P D. `L0 6x1 TRT . (DROPPED) 836 V-5 31 TO DECK N v 2xlC TRTEl. @ 1P" ❑2 co 2x12 @ 6" 2+� ti+� S7 PROJECT : 0201-13 DRAWN BY : TFA +� , OTY REVIEWED BY : JPL s ©J L 00 YP.J L DATE PERMIT 03.14.13 2x10 TRTD. LEDGER W/TWO ROWS REVISIONS : W 10x19 (8368'-11) W 10x19 (8368'-11) 1/2"0 x 6"EXP. ANCH's @ 32" STAGGERED (ONE BOLT EVERY 16") B - MAIN LEVEL FLOOR FRAMING PLAN B-MAIN LEVEL SCALE: 1/4" = 1�-o N FLOOR FRAMING 1.L FLOOR JOISTS ARE 11 7/8"BCI 6000 SERIES @ 16"UNLESS NOTED OTHERWISE PLAN 2. FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED" 3. TOP OF STEEL BEAM ELEVATIONS ARE NOTED: (####'-##) 4. FLOOR SHEATHING IS 1 1/8"APA RATED WARMBOARD, EXP. 1, SPAN RATING 24"O.C. 5. POSTS CONTINUOUS BELOW ARE INDICATED: 0 POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑ 6. INTERIOR STUD BEARING WALLS ARE INDICATED: 7. 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1. 8. ❑ INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S1 S3 9. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS. 10. DO NOT SCALE DRAWINGS. �+ INDICATES 1 1/4 x 11 7/8 �s CONT. LSL RIM BD. co O J 9 O OTYP. N �J�'+� S L j DO TYP. +� co 8383'-8 A 838,1'-0 TO PLYWD. _ TO LYW X J V C) � I` co Q ^7 %A, m 04 CD co 4 N Q co Vz 0 0 rn s8 Ir J °� U o co Lu C] (3)-13/4A ZU\ Lu �_ 11 /8 LV ^^ J 7 / LL Q N N Q U- +jS (2)-1 3/4 x 11 718 LVL J L c� -i r oco 01 E Y N C O C ls�"72)772 10 (2)- x10 (2) 2x10 (� +� Z X N CJ W 81384'-0 w TO PL D. 16 Z 1 S8 _ r DE YP. I� n t� J L v Z 2x12 LEDGER W/(3)-12d w INDICATES CANT. LOW NAILS&(2)-1/4"0 x 6" 2x12 TRTD. LEDGER W/5/8"0 ROOF TIMBER-LOK @ 16" (EA. INDICATES— x 6"SIMPSON TITEN HD @ 16" + + STUD) STEP IN (2)-1 3/4 x 11 7/8 LVL z ���J� 01� PL D.P P v amW 14x30 DE YP. INDICATES 14"I-JOIST � , r 0 LOOKOUTS @ 24",TYP. E TYP. L J L z 11 7/81 BCI 6000 @ 24" r (2)-1 3/4 x 2x12 LEDGER W/(3)-12d Q J 9 > I ( )-1 3 4 x 1 7/8 LVL 1 11 7,8 LVL A TYP. @ LOOKOUT 8380- 5/8 X J 0 �� ��, NAILS&(2)-1/4 O x 6 � � > S8 J J J &RAFTER BRG. J:'+6, J`'+6 TIMBER-LOK @ 16" (EA. ���` TO PL D. � J� 6 p >� J STUD E YP. r ti 6, r co co (3)-1 3/4 x 9 1/4 LVL ) (3)-2x1 J L N BALLOON X 83d5'-6 (3)-1 3/4 x 9 1/4 PAR Y W LL co TO PL D. X X L J r r DE TYP. cv +�O !jj(D M P KT x (3) 1 3/4 9 1/ LVL J J L - ----- W J 83 0'-6 (3)-1 3/4 x 11 7/8 LVL ❑3 YP W 1 x 38 (8384-7 7/8 TO PL D. r n N L �, J� co (DROPPED) v J r©TYP. ��/v'+ L� `L� 11 INDICATES CONT. L 4x4x1/4 W/5/8"Ox4" r J % ©TYP, tC T S8 STE IN EXP. ANCH. @ 16"O.C. W/CONT. —� �+ (2)-1 3/4 x 11 7/8 LVL PLY D TRTD. 2x4 BRG. FL PIN DRIVEN �L+� TO ANGLE @ 16" 14 `� E YP. J L W 16x6 (858 '-3 3/ ) 2 x`11 O S8 -1 r ❑ N ( l +�\� E YP 10 �+ 8 N 1 3/ x 11 /8"L L@ 6"C NT. v GA AGE FLOOR JOI TS co S8 ��+ S8 �� LL 8386-0 Ah J L 10x 4 85 0'-3 /8 LO ❑ J �� _1 TO LYW r G- 0 O \Q\ J E YP \� 8 O r / x S8 + S8 MM o BNI. PK M O O co v in (T-1 3/ 7/8 L L(D OPP D) w 00 T c°DO +6 +6 O 0 o) E TYP. � N. co J L ®- k��46 C- 0 i 83 0-6 (2)-1 3/ 11 7/8 LVL TO PL D. 1 3/ x 5 /2 LV @ 1 " INDICATES 1 1/4 x 11 7/8 STUD BR . W LL ALIGN co CONT. LSL RIM BD. W/LVL G RA E JOI TS 10 r S7 ro i LF (3)-1 3A x 9 114 LVL (2)-1 3/' > 11 7/8 LVL n E TYP. 83 5-3 ~ CONT. L 4x4x1/4 W/5/8"Ox4" TO PLYW D EXP. ANCH. @ 16"O.C. W/CONT. TRTD. 2x4 BRG. FL PIN DRIVEN TO ANGLE @ 16" INDICATES CONT. 1 3/4 x 14" LVL SUB-FASCIA, TYP. �Z� TYPICAL EXTERIOR HEADERS PROJECT : 0201-13 ARE (3)-2x10 W/(1)-2x6 DRAWN BY : TFA TRIMMER&(1)-2x6 K.S. EA. SIDE, INDICATED THUS REVIEWED BY : JPL DATE : PERMIT 03.14.13 REVISIONS : A - MAIN FLOOR & 0 REV 04.04.13 B - UPPER FLOOR / LOW ROOF FRAMING PLAN SCALE: 1/4" = V-0 N PLAN NOTES: 1. FLOOR JOISTS ARE 11 7/8"BCI 6000 SERIES @ 16"UNLESS NOTED OTHERWISE 2. FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED" FLOOR & ROOF 3. TOP OF STEEL BEAM ELEVATIONS ARE NOTED: (####'-##) 4. FLOOR SHEATHING IS 1 1/8"APA RATED WARMBOARD, EXP. 1, SPAN RATING 24"O.C. 5. ROOF RAFTERS ARE BCI 6000-1.8 DF @ 24"O.C. UNLESS NOTED OTHERWISE. FRAMING PLANS 6. ROOF SHEATHING IS 5/8"APA RATED SHEATHING, EXP. 1, SPAN RATING 40/20. 7. POSTS CONTINUOUS BELOW ARE INDICATED: ■ POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑ 8. INTERIOR STUD BEARING WALLS ARE INDICATED: 9. 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1. 10. ❑ INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S1 11. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS. 12. DO NOT SCALE DRAWINGS. S4 INDICATES 14"I-JOIST LOOKOUTS @ 24",TYP. INDICATES CONT. 1 3/4 x 14" LVL SUB-FASCIA,TYP. ASTYP. @ LOOKOUT &RAFTER BRG. c7 T r® r� ST P. p 6 2\ (2)-1 /4 x 4 LVL (SLO ING LUS ) B TYP. O © © YP co J L J L J L x VJ (2)-1 3/4 x 14 LVL 0 0 J� m U 14 s8 0z � 0 Q J U- x - 6� X - CYJ co n+� � J � 7 V X N P') 0 + 4t! (3) 1 3/4 9 1 Iz LVL -I r (3) 1 3/4 x 11 8 LVL SE T F ®F („)r z Im W W J z J � !!nn V 8395-0 v T PL D. z co W +`O + INDICATES CONT. 1 3/4 x 14" INDICATES 1 1/4 x 11 7/8 ��'�� ��\L LVL SUB-FASCIA,TYP. CONT. LSL RIM BD. W 0x22 (859 '9 3/ ) �� (3 -1 3/ x 9 1 4 LVL J L 9r E TYP. C 9 r (E,TYP. FOR REMAINDER OF VER RAM ROOF INFO. REFER TO S3 FLOOR REF 2x12 LEDGER W/(3)-12d ASTYP. @LOOKOUT 1+1 �O � �� �� � ARCH �+�0 �+(0 NAILS&(2)-1/4"0 x 6" -- _L �_ �_ —1&RAFTER BRG. 31 STEP TO �� X31 TIMBER-LOK @ 16" (EA. (3)-2x10 (3) 2x10 PLYWD. 4, L YP. STUD) 0 J T (3) 1 3T4–x-11 7/8 LVL CONT. J 8396-5 /8 6 x TO PL D. IINT FOR REMAINDER OF 4 c 0 `Z J J J I I I ` �+ �+ �� oo > 0 1..1..1 V ROOF INFO. REFER TO S3 ��1 31 °° ' 1 7/8" B 1 6000 24" DE TYP r QE TYP. DE TYP. X j n N J (3)-2<12 �J J (3)-1 /4 x 1/4 VL - J ^ r BALL ON a, 8395'-6 X m LL FRAME c m r TO PLYWD. r PAR Y WA L r r v N N +� ��J N IQ z O L J P li r©TYP. ©TYP. J L E TYP. Q U J L INS LL EB (2)-1 3/4 x 11 7/8 LVL CANT. > STI F ENE S @ I-JOI T MIDDLE �'+�, ��\ ��1 \�+ BEA ING INE, P. .�'' \� ��\'L 8396'-6 6 /4 x 1 G.L. (24F 4) AN F.T m P OVID BEVELED TOP RG. LAT TO PLYWD. r \1 � ©TYP. SE TYP. �1 �`L M O (o + (DR PPE ) h W co \ S8 �� `� ` \�\ (3)-1 3/4 x 11 7/ LVL O-2x1 (3)-1 3/4 x 1/4 LVL INDICATES CONT. 1 3/4 x 14" © (DROPPED) DRO ED) L J OVERFRAME Q LVL SUB-FASCIA,TYP. r©TYP. ©TYP FLOOR REF. N J > ARCH. 0 0 —INSTALL Ll WE X 8395'-6 c +� v IFF ER @ +� 0 TO PLYWD. 0 co I-JOIST MID LE \`� \ BEARING LI E,TY �� �� X N PACK OUT WEB SOLID& 8396'-6 ( )-2xlO CONNECT W/(2)-1/2"0 L TO PLYWD. T.B.'s @ 24" ©TYP, (D TYP. INDICATES 14"I-JOIST LOOKOUTS @ 24",TYP. 12 Ll �e 14 S8 STEP TO PLYWD. sy L J L ��+ PROJECT : 0201-13 r©TYP. ©TYP, B TYP. O B TYP. � ti DRAWN BY : TFA +co +� +`+ REVIEWED BY : JPL DATE : PERMIT 03.14.13 INDICATES 14 I-JOIST REVISIONS : LOOKOUT @ 24",TYP.S (3)-2x10 (3)-2x10 INDICATES 1 1/4 x 11 7/8 0 REV 04.04.13 CONT. LSL RIM BD. A - UPPER FLOOR / LOW ROOF FRAMING PLAN & INDICATES 14"I-JOIST B - UPPER R O O F FRAMING PLAN SCALE: 1/4" = V-0 LOOKOUTS @ 24",TYP. TYPICAL EXTERIOR HEADERS N FLOOR AND ARE (3)-2x10 W/(1)-2x6 PLAN NOTES: TRIMMER& (1)-2x6 K.S. EA. 1. FLOOR JOISTS ARE 11 7/8"BCI 6000 SERIES @ 16"UNLESS NOTED OTHERWISE. ROOF FRAMING SIDE, INDICATED THUS 2. FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED". 3. TOP OF STEEL BEAM ELEVATIONS ARE NOTED: (####'-##). PLANS 4. FLOOR SHEATHING IS 1 1/8"APA RATED WARMBOARD, EXP. 1, SPAN RATING 24"O.C. 5. ROOF RAFTERS ARE 14"BCI 6000-1.8 D.F. SERIES @ 16"O.C. UNLESS NOTED OTHERWISE. 6. ROOF BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED". 7. ROOF SHEATHING IS 5/8"APA RATED SHEATHING, EXP. 1, SPAN RATING 40/20. 8. POSTS CONTINUOUS BELOW ARE INDICATED: ■ POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑ 9. INTERIOR STUD BEARING WALLS ARE INDICATED: 10. O INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1. 11. ❑ INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S1. S5 12. REFER TO GENERAL NOTES UNDER"STRUCTURAL WOOD FRAMING"FOR EXTERIOR BEARING WALL HEIGHTS AND EXTERIOR WALL SHEATHING NAILING REQUIREMENTS. 13. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS. 14. DO NOT SCALE DRAWINGS. co 7 d' co 0 qzt O O ti FOR REMAINDER OF M ROOF INFO. REFER TO S4 M X oi of 00 rnrn mU INDICATES CONT. 1 3/4 x 14" TYPICAL EXT RIOR HEADERS INDICATES 14"I-JOIST LVL SUB-FASCIA,TYP. ARE (3)-2x10 W/(1)-2x6 LOOKOUTS @ 24",TYP. z m m DA TYP. @ LOOKOUT 14 TRIMMER&(1)-2x6 K.S. EA. &RAFTER BRG. S8 SIDE, INDICATED THUS Q < r ©T P. N J 0 © P' J (2)-1 3/4 x 14 LVL CONT. z co J �L`O W W z +`O DA TYP. @ LOOKOUT &RAFTER BRG. Z W ��N\\ V FOR REMAINDER OF J ROOF INFO. REFER TO S3 ti � ti X31 CID T FOR REMAINDER OF FOR REMAINDER OF ROOF INFO. REFER TO S4 ROOF INFO. REFER TO S3 —' J co ti x DD TYP. x N cy) W U -17 //7 n co r (3)-2x8 © LL N � Qzo Lu a_ f N _ u � � - 0 o Q fli zr � A TYP. @LOOKOUT 0 , r INSTALL WEB &RAFTER BRG. IX STIFFENERS W c + I-JOIST MIDDLE W 0 0 7 �� BEARING LINE,TYP. 00 �=SPLICE BM. AT COL. DO NOT RUN CONT. 0 0 L O D > �cZ1 J T 13 �F- -1 3/4 x 14 LVL � CONT. r FOR REMAINDER OF D -i r x ROOF INFO. REFER TO S4 ©T P. z �� � +0 (3)-2x8 PROJECT : 0201 0 -13 DRAWN BY : TFA REVIEWED BY : JPL © YP. DATE : PERMIT 03.14.13 J REVISIONS : \--INDICATES CONT. 1 3/4 x 14" 14 LVL SUB-FASCIA,TYP. gg A - UPPER ROOF FRAMING P SCALE: 1/4" 1'-0 N A - UPPER ROOF PLAN NOTES: � //�� 1. ROOF RAFTER ARE 14"BCI 6000-1.8 DF @ 24"O.C. UNLESS NOTED OTHERWISE. FRAMING PLAN 2. ROOF BEAMS ARE DROPPED FRAMED UNLESS NOTED"FLUSH". 3. ROOF SHEATHING IS 5/8"APA RATED SHEATHING, EXP. 1, SPAN RATING 40/20. 4. POSTS CONTINUOUS BELOW ARE INDICATED:0 POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED:❑ 5. INTERIOR STUD BEARING WALLS ARE INDICATED: 6. 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1. 7. ❑ INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S1. 8. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS. 9. DO NOT SCALE DRAWINGS. S6 1/2" EXP. MAT'L. 4"NOM. CONC. SLAB PER PLAN PER PLAN TO PLYWD. cy) 4"NOM. CONC. SLAB 2'-0 STONE VENEER PER PLAN 2x6 EXTERIOR WALL #4 DWLS.x �° 2x6 EXTERIOR WALL @ 24" (1)-#4 CONT. PER ARCH. cyi SLOPE SLOPE o TF.D. TF.D. 4. ° ° a °� 1/2"0 x 10"A.B.'s @ 48"O.C. 1/2"EXPANSION MATERIAL PER PLAN a IN CONT.TRTD. 2x6 R 5"CONC SLAB TO PLYWD. 1/2"0 x 10"A.B.'s @ 48"O.C. PER PLAN PER PLAN IN CONT.TRTD. 2x6 R PER PLAN PER PLAN ° • - TOW TOW °° a °° a a TO SLAB - NO O ti N I` M 1 1/8"T&G PLYWD. 1 1/8"T&G PLYWD. °° CONT. L 4x4x1/4 W/ 1/2"0 X co x 4"EXP. ANCH'S @ 12" a 1 3/4 x 11 7/8 LVL @ 16"O.C. 1 3/4 x 11 7/8 LVL @ 16"O.C. (9'-0 MAX. STONE HT.) ° . 0 0 4" 4 RIGID INSUL. U O O LVL BLKG. PANELS @ 24" #5's CONT. HORIZ. ° PER ARCH. O Z BLKG. BTWN. JOIST W/(2)- IN FIRST JOIST SPACE W/ @ 16"O.C. 0 = 16d DRIVE-PINS, TYP. n (5)-10d NAILS INTO EA. CONT. L 4x4x1/4 W/5/8"Ox4" PANEL,TYP. 2x6 EXTERIOR WALL Q < EXP. ANCH. @ 16"O.C. W/CONT. 2x12 CONT.TRTD. W/(1)- #5 DWLS.x ° #5's VERT @ 16"O.C. TRTD. 2x4 BRG. Fe PIN DRIVEN c� TO ANGLE @ 16" 5/8"O x 6"SIMPSON TITEN HD @ 16" 9 I-JOIST BLKG. PANELS @ 24" ° ° (OP& OT. TOP&BOT. SEE 8/S7 FOR SEE 8/S7 FOR IN FIRST JOIST SPACE W/ REMAINING INFO. REMAINING INFO. (5)-8d NAILS INTO EA. STONE VENEER&CAP PANEL,TYP. PER ARCH. PER PLAN ° co 13 SCALE: 3/4" = V-0 10 SCALE: 3/4" = V-0 c TOF a S7 S7 1 1/8"WARMBOARD ° ° oo O STONE CAP SHEATHING 1/2"0 x 10"A.B.'s @ 48"O.C. IN CONT.TRTD. 2x6 FL PERIMETER 4" 8" 4 4—7 PER ARCH. PER PLAN 2x6 EXTERIOR WALL TO PLYWD. PER PLAN DRAIN PER � woll PER PLAN TOW GEOTECHNICAL 1'-4" STONE VENEER&CAP _ ENG. PER ARCH. SCALE: 3/4" = 1'-0 UW STONE VENEER 1 1/8"WARMBOARD S7 Z PER ARCH. SHEATHING CONT. L 4x4x1/4 W/1/2"0 PER PLAN CONT. RIM BD. PER PLAN x 4"EXP. ANCH'S @ 16" TO PLYWD. PER/PLA OIST (6'-0 MAX. STONE HT.) (1)-#4 CONT. 5"CONC. SLAB W 4" 4" 1/2"O x 10"A.B.'s @ 48"O.C. PATIO PER ARCH. PER PLAN W IN CONT.TRTD. 2x6 FL CONT.TRTD. 2x12 W/ PER PLAN z (2)-16d DRIVE-PINS @ 16" a TO SLAB PER PLAN -- ° ° 00 11 7/8" I-JOIST . . TOW REF. 8/S7 FOR PER PLAN ------------------------ -- PER PLAN °. a REMAINDER OF INFO. TOW _ � Z • • W ° S7 SCALE: 3/4" = 1'-0 #4 DWLS.x °� P RID INSUL. @ 24 (3 MIN.) a ° ° °. CONT. L 4x4x1/4 W/ 1/2"0 @ 24" #5 DWLS.x x 4"EXP. ANCH'S @ 16" rL:L #5's @ 12"VERT. ° ° (6'-0 MAX. STONE HT.) (2)-#5's CONT. 4" 4" 6° a STONE VENEER 2x6 EXTERIOR WALL TOP&BOT. a (1)-#5 CONT. MID-HT. PER ARCH. ° REF. 8/S7 FOR 1/2"0 x 10"A.B.'s @ 48"O.C. REMAINDER OF INFO. IN CONT.TRTD. 2x6 R OL PER PLAN FINISHED GRADE TOF PER PLAN ' 0` a 9 SCALE: 3/4" = V-0 TOW wl S7 1/2"EXPANSION MATERIAL PERIMETER 4" 8" 4" #5 DWLS.x DRAIN PER CONT. L 4x4x1/4 W/1/2"0 i- 5' CONC SLAB V 4„ @ 12 10„ I-JOIST BLKG. PANELS @ 24" _ 52" PER PLAN ENGTECHNICAL e x 4"EXP. ANCH'S @ 12" v (9'-0 MAX. STONE HT.) IN FIRST JOIST SPACE W/ 2x6 EXTERIOR WALL ° PER PLAN #5s x 2 4 @ 16 TRANSV. (5)-8d NAILS INTO EA. CONT. L 4x4x1/4 W/1/2"O a°. ° ° TO SLAB 3 SCALE: 3/4" = 1'-0 N ° x 4"EXP. ANCH'S @ 12" ° ° S7 r #5's @ 16" PANEL,TYP. STONE VENEER&CAP (9'-0 MAX. STONE HT.) __:__:____________________ (6)-#5's CONT. LONGIT. ° CONT. HORIZ. PER ARCH. ------------ ovw _ '°�' PER PLAN 1 1/8"WARMBOARD a v SHEATHING s TOL < z O U OP&BOT. PER PLAN CONT. RIM BD. PER PLAN 27'BEND VERT. BARS INTO RIGID INSUL. WOOD POST PER PLAN OL PER PLAN e TO PLYWD. STEM 4" 4A PER ARCH. ON CONT.TRTD. 2x FL = L — TOF ° GLUED TO CONC SLAB r n IL 1/2"0 x 10"A.B.'s @ 48"O.C. v J O O o O ° IN CONT.TRTD. 2x6 R REF. 5/S7 FOR Z O r ° ° PER PLAN MM l 11 7/8" I-JOIST •. • TOW REMAINDER OF INFO. RIGID INSUL PER ARCH. 5"CONC. SLAB PER PLAN W (- PERIMETER DRAIN PER PER PLAN 0 6 SCALE: 3/4" = V-0 PER PLAN J GEOTECHNICAL ENG. 1'-6" 8" 8" `' U S7 TO SLAB If 2'-10" a a -- -- a O °a° ° a 12 SCALE: 3/4" = V-0 ° - - 2x6 EXTERIOR WALL - -- -- - - _ - - (o S7 1/2"O x 10"A.B.'s @ 48"O.C. a CONT. L 4x4x1/4 W/1/2"0 IN CONT.TRTD. 2x6 It STONE CAP x 4"EXP. ANCH'S @ 16" REF. SCHEDULE PER ARCH. (6'-0 MAX. STONE HT.) PER PLAN ° SHEET S2 FOR Nk TOW REINF. INFO. EQ. EQ. -� U PER PLAN ° a 4 CL g o, TOW EF. SCHED. SHEET S2 i i u .4 ° STONE VENEER STONE VENEER PER ARCH. 2 SCALE: 3/4" = 1'-0 PER ARCH. ° S7 ° 2x6 OR 2x4 STUD #5's @ 12"VERT. 5"CONC. SLAB PER PLAN BRG. WALL ° 4.. 4.. 1/2"EXPANSION MATERIAL RIGID INSUL PER ARCH. CONT. 2x6 OR 2x4 R CONT. L 4x4x1/4 W/1/2"O ° 5"CONC SLAB GLUED TO CONC. x 4"EXP. ANCH'S @ 12" PER PLAN PER PLAN PER PLAN ° (9'-0 MAX. STONE HT.) a a 4. a TO SLAB 14 FINISHED GRADE ° a .°° a a TO SLAB o PROJECT : 0201-13 _ - - DRAWN BY : TFA - #5's CONT. HORIZ. a #5 DWLS.x a u @ 16"O.C. ° (2)-#5's CONT. HORIZ. REVIEWED BY : JPL TOP&BOT @ 12" 1- ° CONT. L 4 NCH' W/1/2"0 RIGID INSUL. EQ. EQ. v DATE : PERMIT 03.14.13 1'-0 x 4"EXP. ANCH'S @ 16" (6'-0 MAX. STONE HT.) #5 DWLS.x L- #5's CONT. HORIZ. PER ARCH. OPTION 1 REVISIONS : #5's x 2'-10 @ 12"TRANSV. ° @ 16 cv @ 16"O.C. 4 4" V-6" 6" #5's @ 16" #5's VERT @ 16"O.C. #5's VERT @ 16"O.C. (6)-#5's CONT. LONGIT. CONT. HORIZ. z 2x6 OR 2x4 STUD 1/2"EXPANSION MATERIAL ° ° #5 DWLS.x 5"CONC. SLAB PER PLAN BRG. WALL ° (2)-#5's CONT. 5"CONC SLAB U PER PLAN °: (2)-#5s CONT. @ 16 6' ° RIGID INSUL PER ARCH. CONT. 2x6 OR 2x4 R °. TOP&BOT. ° �, TOP&BOT. OL PER PLAN PER PLAN ° (2)-#5's CONT. PER PLAN GLUED TO CONC. TOF ° TO SLAB p o o °° TOP&BOT. TO SLAB ° .< ° - ° o a ° a a ° PERIMETER a °. a "' DRAIN PER = . • _ .--------vvvvvvv ° ° 4 a 4� - ------ --------------- - - a ° GEOTECHNICAL PER PLAN DETAILS ° ENG. TOF a ° o 00 ° a ° PERIMETER DRAIN PER _ RIGID INSUL. GEOTECHNICAL ENG. 1'-8" 8" 1'-0" "' U ( (2)-#5's CONT. HORIZ. U PER ARCH. TOP&BOT �, 3'-4" 4' 8 4" PERIMETER 4" 8" 4" EQ. EQ. V-4" DRAIN PER GEOTECHNICAL V-4" OPTION 2 ENG. 1'-6" de 11 SCALE: 3/4" = V-0 8 SCALE: 3/4" = V-0 5 SCALE: 3/4" = V-0 1 SCALE: 3/4" = V-0 S7 S7 S7 S7 S7 5/8"PLYWD. ROOF SHEATHING c) PLYWD. WEB STIFFENER 12 2x6 EXTERIOR WALL PER MANUF. SPEC. 2 cy) 1/8"GAP @TOP W.P. PER ARCH. 1/2"0 x 10"A.B.'s @ 48"O.C. HSS COL. PER PLAN IN CONT.TRTD. 2x6 FL I-JOIST BLKG. BTWN. 1/2"EXP. MAT'L RAFTERS @ BRG. BRG. R: 5/8"x 6"x BM. WIDTH TIGHT AT BOT. CHORD � 0®® W/(2)-1/2"0 T.B.'s 5"CONC. SLAB 14"I-JOIST RAFTERS � O O I1- PER PLAN PER PLAN d' CD T- M SLOPING PER PLAN II 1/2"0 x 10"A.B.'s @ 48"O.C. CV � I` M TO SLAB ° ° 44 TOW LVL BM. PER PLAN STL. BM. PER PLAN IN CONT.TRTD. 2x6 FL x 00 d7 6j a 3/4"T&G PLYWD. (BEVEL TOP OF BM.) 0 Nt Nt 2x6 EXTERIOR WALL 112"EXPANSION MATERIAL CA C� RIPPED NAILER f W/ WD. FRAMING NOT STONE VENEER U O O 13 SCALE: 3/4" = V-0 SHOWN FOR CLARITY 16d DRIVE-PINS @ 16 PER ARCH. 5"CONC SLAB PER PLAN S8 1 1/8"WARMBOARD 6 SCALE: 3/4" = V-0 PER PLAN z O O REF. 2/S1 TO PLYWD. BUILT UP WD. Id's&CONNECT W/ SHEATHING S8 PER PLAN PER PLAN 0 Q TOW 1/2"0 T.B.'s @ 16"THROUGH STL. PER PLAN 1/2" EXP. MAT'L TOW ° . a a a TO SLAB Q ILL PER PLAN BM. (ALT. SIDES OF WEB) TO PLYWD. �E TYP. TO LEDGE 1 1/8"WARMBOARD 2x BLKG. BTWN. STUDS 4 NOM. CONC. SLAB PER =° _ BEND VERT. BARS 54„ z SHEATHING INTO STEM QE TYP. OVERFRAME FLOOR MEMBRANE PER ARCH. PER PLAN TOL 5"CONC. SLAB ° 11 7/8" I-JOIST PER PLAN PER PLAN PER ARCH. PER PLAN 4 TO PLYWD. 1 1/8 T&G STURDIFLOOR PER PLAN PER PLAN Co)GARAGE 4 ° 4� RIGID INSUL. � OIL TO SLAB ° 2x12 TRTD. LEDGER W/5/8"O x 6" TO PLYWD. PER ARCH. SIMPSON TITEN HD @ 16" QTYP. PACK OUT WEB SOLID& PER PLAN ° °° ° PER PLAN ° p CONNECT W/(2)-1/2"0 ° #5's @ 16"HORIZ. TO PLYWD. TO PLYWD. SEE 8/S7 FOR 11 7/8"I-JOISTS PER PLAN CONT. 1 1/8"WARMBOARD REF. 2/S1 REMAINING INFO. SHEATHING ON STRUCT. QE TYP. }' 16 SCALE: 3/4" = 1'0 JOISTS @ OVERFRAMING OK TYP. 1/2"EXP. MAT'L ° S8 1012 SCALE: 3/4 = V-0 aLL S8 (1)45's CONT. 11 7/8"I-JOISTS PER PLAN \_1 1 7/8"LVL PER PLAN @ LEDGE W Z 2x6 PARTY WALL(REF.ARCH 1/2"EXPANSION MATERIAL BUILT UP WD. Id's&CONNECT 1/2" EXP. MAT'L STL. BM. PER PLAN W/2x R ° W/1/2"O T.B.'s @ 16" FOR FIRE SEPARATION) ? 5"CONC SLAB RIPPED TO BM. WIDTH W/ PER PLAN THROUGH STL. BM. 4 NOM. CONC. SLAB PER PLAN OVER W.P. 16d DRIVE PINS @ 16" (ALT w 1 1/8"WARMBOARD MEMBRANE PER ARCH. SIDES) a ° w 4 L PER PLAN SHEATHING 5 SCALE: 3/4" = V-0 TO SLAB 1 1/8"T&G STURDIFLOOR z ° °° ° &TOW PER PLAN @ GARAGE S8 1/2"0 x 10"A.B.'s @ 48"O.C. --------- - ------- TO PLYWD. ° . IN CONT.TRTD. 2x6 FL a PER PLAN ° 4 ----------------------------------- _ °° 2x12 LEDGER W/(5)-12d ° ' " Z v (E TYP. TO PLI V D NAILS&(2)-1/4"0 x 4" 2x6 EXTERIOR WALL #5s @ 16 HORIZ. (EA. FACE) CONT. L 5x3x1/4 (LLV) LEDGER-LOK @ 16" W RIGID INSUL. (K TYP. W/1/2"0 T.B.'s @ 24" 4"MAX. STONE&MORTAR CONT. RIM BD. PER PLAN ° PER ARCH. (REF.ARCH FOR a GAURDRAIL ASSEMBLY) OVER W.P. MEMBRANE PER ARCH. 1 1/8"WARMBOARD ° ° a 3/4"T&G PLYWD. SHEATHING a #5's @ 16"VERT. (EA. FACE) . 11 7/8"I-JOISTS PER PLAN \_1 1 7/8"LVL PER PLAN 2"CLR.PER PLAN ° ° STL. BM. PER PLAN PER PLAN TO PLYWD. TO PLYWD. (2)-#5's CONT. PER PLAN TOP&BOT. 4"NOM. CONC. SLAB TO STL. ; OQTYP. #5 DWLS.x I`P PER PLAN 11 SCALE: 3/4" = 1'-0 �YP'' @ 16"O.C. 8`� ° a #5x V-6 @ 16" ° . S8 ° ° STL. BM. PER PLAN (2)-#5's CONT. ° 1 1/8"WARMBOARD �_l 1 7/8" I-JOIST PER PER PLAN �' ° CAP R 5/8"x COL. WIDTH ° LOPE TO F.D. SHEATHING II 2x12 JOISTS PER PLAN PLAN (JOISTS TOF a ° a ° &DEPTH W/(2)-1/2"0 ii PARALLEL TO WALL ao OIL PER PLAN PER PLAN @ SIM.) PERIMETER TO PLYWD. PER PLAN II DRAIN PER TO PLYWD. TO STL. II ARCH. VENEER PER 2x6 EXTERIOR WALL GEOTECHNICAL 4 1'-0" 8' a (D TYP. DE TYP. STL. COL. PER PLAN II ENG. 2-0' W U 2 SCALE: 3/4" = V-0 ° ° II S8 N 1 1/8"T&G PLYWD. A ° 11 7/8" I-JOIST 4 SCALE: 3/4" = V-0 2x6 EXTERIOR WALL 1/2"0 x 10"A.B.'s @ 48"O.C. —� PER PLAN STL. BM. PER PLAN W/2x S8 IN CONT.TRTD. 2x6 R Q Z O 1 3/4 x 11 7/8 LVL @ 16"O.C. NAILER RIPPED TO BM. 14 WIDTH &DRIVE-PINNED Q U PER PLAN BLKG. BTWN. JOIST W/(2)- 4 @ 16" TOW 4+ a 16d DRIVE-PINS,TYP. 10 SCALE: 3/4" = V-0 0 a' ^ u CONT. L 4x4x1/4 W/5/8"Ox4" °a S8 ® � v J EXP. ANCH. @ 16"O.C. W/CONT. O O \< TRTD. 2x4 BRG. 111 PIN DRIVEN °a STL. BM. PER PLAN N 6 6" O r / NAILER KNOT SHOWN) M TO ANGLE @ 16" ° IJJ PER PLAN II O O �. TO STL. STEEL COL. PER PLAN II #5 DWLS.x I`� 2"CLR. a 2"CLR. @ 16"O.C. `v ° ° #5's @ 16"VERT. (EA. FACE) II Q 1/2"EXPANSION MATERIAL O 8" BRG. R. 5/8"x COL. WIDTH II STONE VENEER DEPTH W/(2)-5/8"0 x 6" II PER ARCH. 5"CONC SLAB 1/2"EXPANSION MATERIAL SIMPSON TITEN HD ° PER PLAN Q 5"CONC SLAB (2)-1/2"0 x 6"LAGS II ° ° °° Q ° PER PLAN TO SLAB PER PLAN ° (2)-#5's CONT. STONE CAP PER ARCH. ❑ a ----------- ------- --.--- ---- - PER PLAN a TOP&BOT. POST PER PLAN _ --------- OL TO SLAB fu, u _ ° #5x V-6 @ 16" I „ „ „ STONE VENEER ( I 4 4 4 _ _ (2)-#5's CONT. PER ARCH. PER PLAN PER PLAN RIGID INSUL. TOF > a a ° g SCALE: 3/4" = V-0 1- 4 TOL a PER ARCH. a S8 L 4x4x1/4 RING MITERED& ° WELDED @ JOINTS W/ I I (1)45's CONT. RIGID INSUL. WD. FRAMING NOT PER ARCH. 4" V-0" 4" SHOWN FOR CLARITY (4)-1/2"O x 4"EXP. ANCH.'s 6" 6" @LEDGE (4-0 MAX. STONE HT.) ° .a 1'-8" #5's @ 16"HORIZ. #5's @ 16"HORIZ.ol STL. BM. PER PLAN I I PER PLAN ° TO STL. ° 15 SCALE: 3/4" = V-0 2z' 2z' "w ° S8 PROJECT : 0201-13 - - - �� _ _ _ DRAWN BY : TFA _ i-iii-iii-iii-i9 ° ° „ BRG. R: 5/8"x 5"x BM. WIDTH �i�i� �i��iiiiiiiiiiiiiiiiiiii�i�i�iii=— . 5/8 ROOF SHEATHING ° REVIEWED BY . JPL PER PLAN W/(2)-1/2"0 T.B.'s 1--o a EQ. EQ. HSS COL. PER PLAN o o 14 ° DATE : PERMIT 03.14.13 REVISIONS : z I J #3 TIES x 8" a (4)-#5 DWLS.x �U- _ @TOP g ©TYP. 6" MID. &BOT. #5's @ 16"VERT. (EA. FACE) ©TYP. 8 SCALE: 3/4" = V-0 "' I 2 CLR. 9 S8 V-0 x V-0 SQUARE #5's @ 16"VERT. ° WD. FRAMING NOT CONC. PIER BELOW LEDGE INDICATES 1 3/4 x 14 LVL SHOWN FOR CLARITY I I ° TOP&BOT. STRUCTURAL SUB- REF. FOOTING SCHED. #5 DWLS.x C° FASCIA,TYP. STL. BM.'s PER PLAN SHEET S2 @ 16"O.C. 8" #5x V-6 @ 16" SOLID BLKG. BTWN. 2"RETURNS LOOKOUTS 3/16" °OL PER PLAN ° DETAILS r C? J L 14"I-JOIST LOOKOUTS PER PLAN PER PLAN - � TOF � ° a TO STL. co 2x6 EXTERIOR WALL DRAIN PER (2)-1 3/4 x 14 LVL RAFTER d EQ EQ PERIMETER "' v GEOTECHNICAL 4" 1'-0" 8" RAFTERS PER PLAN -� HQ CONN:J L 4x4x0'-5 1/2 SCHED. WIDTH ENG. 2 0 W/(4)-3/4"0 T.B.'s (TWO 14 SCALE: 3/4" = V-0 7 EA. SIDE OF WEB) SCALE: 3/4" = V-0 3 SCALE: 3/4" = V-0 1 SCALE: 3/4" = V-0 S8 S8 S8 S8 S8