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HomeMy WebLinkAboutVariance Plan Set 8-17-2022 (Final)A PP,,,0lCf FOP,,,: 11w0N 5 N p� 5 2815 CA5C0 pOIN1" �0 OP\ONOJ MN 55391 I �11:� K lrl:� VARIANCE SET r■11■■Ilr ■Irnlrn � ... ulrulrn � mrnlrn � r■n■nlr ■Ir�rlrn ■Irnlrn 1I■ 1 1 , � nn■i u 1 � �rlrlr li i � �iil� u 1 � mrlr n , � � ��, Sri r.r.r.r.r.r.r.r.r.r.r �I�I.in■nl■nl■nl■nl■nn---------- nn■■ui L J nu■un — — — — — — — — — — — — — — — — — — --�I V z n z z o � Q z � 1Z , � z z V1 v O 0 � O FIN& VAT: 611712022 ffV15Fn nAT�: PLAN # ; 22-0321 5&f HOLD HARMLESS AGREEMENT: THE DESIGNER IS NOT SUPERVISING THE WORK ON THIS PROJECT. THEREFORE, THE USE OF THESE DRAWINGS BY THE OWNER OR ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN, CONSULTANT, OR WORKMAN SHALL CONSTITUTE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND THE DESIGNER. THE USER SHALL IN FACT AGREE TO HOLD THE DESIGNER HARMLESS FOR ANY RESPONSIBILITY IN REGARDS TO THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THE DESIGNER SHALL BE HELD HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO ANY COSTS OR PROBLEMS ARISING FROM THE NEGLIGENCE OR FAILURE TO COMPLY WITH AND ADHERE TO THESE PLANS AND SPECIFICATIONS. THE DESIGNER IS NOT UNDER CONTRACT TO OVERSEE THE CONSTRUCTION OF THIS PROJECT OR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES IN CONNECTION WITH THIS WORK. THE USER OF THESE DRAWINGS AND ANY SPECIFICATIONS CONTAINED HEREIN, HEREBY AGREES TO HOLD THE DESIGNER HARMLESS FROM LIABILITY FOR DAMAGES AND PROBLEMS ARISING FROM ACTS OR OMISSIONS OF OWNER, TENANTS, CONTRACTORS, SUBCONTRACTORS, TRADESMEN OR WORKMEN. THE USE OF THESE DRAWINGS ALSO IMPLIES THAT THE DESIGNER TAKES NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR CONTRACT DOCUMENTS. DESIGNERS DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED FOR THIS PROJECT ARE INSTRUMENTS FOR THE DESIGNERS USE SOLELY FOR THIS PROJECT. DESIGNER IS THE AUTHOR AND RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. OWNER IS PERMITTED TO RETAIN COPIES OF THE DESIGNERS DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS OR INFORMATION AND REFERENCE IN OWNER'S USE AND OCCUPANCY OF THE PROJECT. DESIGNERS DOCUMENTS SHALL NOT BE USED BY OWNER OR OTHERS FOR OTHER PROJECTS, FOR ADDITION TO OR COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY WRITTEN AUTHORIZATION AND COMPENSATION TO THE DESIGNER. LIMIT OF WARRANTY OF DESIGNERS WORK PRODUCT THE DESIGNER AND HIS CONSULTANTS DO NOT WARRANTY OR GUARANTEE THE ACCURACY AND COMPLETENESS OF THE WORK PRODUCT THEREIN BEYOND A REASONABLE DILIGENCE. IF ANY MISTAKES, OMISSIONS, OR DISCREPANCIES ARE FOUND TO EXIST IN THE WORK PRODUCT, THE DESIGNER SHALL BE PROMPTLY NOTIFIED SO THAT HE MAY HAVE THE OPPORTUNITY TO TAKE WHATEVER STEPS NECESSARY TO RESOLVE THEM. FAILURE TO PROMPTLY NOTIFY THE DESIGNER OF SUCH CONDITIONS SHALL ABSOLVE THE DESIGNER FROM ANY RESPONSIBILITY OF SUCH FAILURE. ACTION TAKEN WITHOUT KNOWLEDGE AND CONSENT OF THE DESIGNER OR IN CONTRADICTION TO THE WORK PRODUCT OR THE RECOMMENDATIONS OF THE DESIGNER, SHALL BECOME THE RESPONSIBILITY OF THE PARTIES RESPONSIBLE FOR TAKING SUCH ACTION. I HEREBY CERTIFY THAT THESE DRAWINGS HAVE BEEN PREPARED UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, CONFORM TO THE BUILDING CODES OF THE STATE OF MINNESOTA. ASPHALT SHINGLES (TYP, 5/4"W' MASONITE TRIM BOARDS TO MATCH ARCH ON WINDOWS CEDAR SHAKE SIDING (TYP) SEE 2 FOR DETAILS 5/4"x6" MASONITE TRIM BOARDS (TYP) 2"x4" TOP ON 4"x4" AND LEDGER ON (3) 18"x18"x4" CEDAR BRACKETS BOARD AND BATTEN SIDING (TYP) 2"x6" CEDAR TOP BOARDS ANCHORED TO EACH JOIST TRIMMED 2"x10" CEDAR JOISTS SEE DETAIL 4 FOR PROFILE DETAILS 4%12" CEDAR BEAM TRIMMED ENDS 6"x6" CEDAR POST POST CONNECTION SEE DETAIL 3 PERGOLA WALKWAY 2"x CEDAR LEDGER BOARD SCALE: 1 /4" = 1'-0" X/A o1AK11"IC: SET FRONT SET POST TO CONCRETE PIER W/ "SIMPSON" POST BASE TYP. MIN. 1 /2"0 X 1'-2" LG. A.B. (BENT) p OR SET 1 /2" X 7 1 /2" LG. A.B. (OR p SIMPSON "IXP" BOLT 1 /2"0 X 7 1 /2") WITH EPDXY GROUT INTO 5/8"0 HOLE a d FINISH GRADE VARIES d d d a 12"0 CONCRETE PIER 48" BELOW 4 GRADE POST CONNECTION SCALE: 1 1 /2" = 1'-0" NRAGE FLR 5" RADIUS 5" RADIUS 2"x10" CEDAR BEAM END PROFILES CEDAR BEAM PROF IES SCALE: 1 1 /2" = 1'-0" �u z N z N z O is- z u, Llg FIN& PAZ: 811112022 MAN #: 22-0321 ff�f 2 OF 16 51W5 LIT �), �i M EL. 984.9'+/- T.O.SECOND FLOC VARIANCE SET Mimi■..__._ _.. _1 I I I : r 't I : A WIM V z v� z z o p III 2N l(l\ O z � z o � FIN& PAZ, 811112022 WVM9 PM: MAN #, 22-0321 s1��r OF 16 9W5 EL. 966.4 GRADE EL. 966.7 GRADE PER SURVEY WEST V VARIANC S T kl:s z z z o p ILI lZ , v z � o z � z o � z V1 v IIEIIEI 77 z O 1\ ILI Q FIN& 17AIV: 811112022 WV15W PM: MAN # ; 22-0321 5FfEf 4 OF 16 5[trf5 V VARIANC S T kl:s z z � 1 o z � o p � o z z � z V1 v I Ll 11 z O TF Q -LJ 12 91 FIN& 17AIE: 811112022 WVM9 PM: EL. 966.5 ' GRADE/GARAGE FLR EL. 966.4 GRADE 1 ST 10 ' # ; 22'0321 ffEf OF 16 5[trf5 VARIANCE SET -L. 967.9 -IRST FLR 'AGE FLR STING GROUND HING BUILDINGS S ON WEST J 966.7 EAST V , z v� z<Ilao XIA z o FIN& PAT: 811112022 MV15W M: PLAN # ; 22-0521 9af OF 16 ffM m 10'-1" I I I I I I I I r � I I I I I I I I I I I I I I L-----------J I I— I I I I � 42 1 '-4" ,� 2y 6" 6'-9" 2'-6" 23'-6"+/-. VERIFY ANCHOR BOLTS: * PROVIDE 1/2" DIA. X 10" LONG ANCHOR BOLTS © S-0" O.C.. VARIANC S T * 1/2" DIA. X 8" LONG "SIMPSON "STRONG TIE" SCREW -IN TITAN HD. ANCHORS MAY BE USED WHERE INSTALLED ANCHOR BOLTS DO NOT MEET THE ABOVE CRITERIA. 13'-5" 8'-0" 23'-6" AREAS TO BE CORE FILLED OR REINFORCED TO _ SUPPORT NEW POST & BEAMS ABOVE REMOVE EXISTING ROOF WALLS AND FLOOR JOISTS IN SINGLE STORY AREA._ LEVEL FOUNDATION AND INSTALL NEW FLOOR JOISTS TO MATCH EXISTING FLOOR i i II II II I I I I I I li i II II li i II II I I I I III II II II II II II r CONCRETE FRONT PORCH 6C 8" CONC. BLK. 16""x8" FTG. VIF ELEVATION TO MATCH EXISTING 1ST FLOOR HT 41 40 r _ — L------------------------- --- -- ----------- DEMO PLAN tTEPS 0 � I m z (SIDEWALK IiE 1'-4" CORE FILL I I 0 0 0 � o I I � N 0 I O � z w ry z z I O Q 0 I Lo Of I o Q 0 0 of 0 @o N OO I w w 1 Qo 0 I o cn I o 1p I I 0 I I � I 1 C 6" CONC. BLK. I 5C 8" CONC. BLK. L 16"'x8" FTG. GARDEN - I 1'-4" CORE ILLJ SIDEWALK- N D co) 0 10 o Q 7'-1" 6'-1 1" 6'-1 1" 6'-1 1>, 3'-9„ 7'-6,> 24'-0„ 31'-6" GENERAL NOTES: * PROVIDE TEMPORARY BRACING AT ALL EXISTING WALLS, FLOORS, CEILINGS, ETC. BEING REMOVED AS NEEDED * PROVIDE TEMPORARY WEATHERPROOFING IN ALL AREAS DURING CONSTRUCTION * REMOVE ALL CONSTRUCTION DEBRIS DAILY (RECYCLE AS REQUIRED) * REMOVE ALL BRICK. VERIFY WITH OWNER IF ANY QUESTIONS * REMOVE BOTH FIREPLACES. SUPPORT AND PATCH ALL OPENINGS PRIOR TO REROOFING * REMOVE ALL LAYERS OF ROOFING ON EXISTING SECOND STORY. PATCH AND REPAIR AS NEEDED PRIOR TO REROOFING * VERIFY WITH OWNER IF ROOF AND TRUSSES ARE BEING REPLACED * REMOVE ROOF, WALLS AND FLOOR ON SINGLE STORY SECTION. PROVIDE TEMPORARY WEATHERPROOFING * REMOVE EXISTING WINDOWS AND DOORS. PATCH ALL OPENINGS NOT BEING REUSED. VERIFY WITH PLANS * REMOVE EXISTING STAIRWAY. PROVIDE SAFE ACCESS TO ALL FLOORS DURING CONSTRUCTION * LAYOUT NEW WALLS AND DEMO ANY EXISTING WALLS NOT BEING REUSED 8" 3'-0" z O Of w Q w c� a a c� z 0 Of w a w Q Q c� 0 0 I N CD z z w a_ O J J LL w O CD 0 z 0 w O N 0 I 00 0 N TN z V ` V ` � N z Z O I 1 � z z z V1 O z NEW \7 EXISTING NEW KEY �1 O� N FIN& PA1f: 811112022 MAN #: 22-0321 51ef 0f 16 ff5 Y U w Y � U � w 0 0 Lo I o �V) \ I "17� + o -w _ 0 U i x w 0 p U) w w r U) 1 El- 10'-7" U w 0 0 I Lo N I x + o 00 i� N 0 I i� 31 14'-0" LA 29 30 27 25 I 2$ 2s N 3'-8" I 3'-10" 1 '-4" 2 6" , 6'-9„ , 2'-6„ , 2'-11" 0 I i� 00 RECESSED BEAM ABOVE, SIZED BY PROVIDER, FASTENED TO POSTS W/SIMPSON HANGERS OR APPROVED EQ. ___ __________�-L_1L________ Im�g I IZww Ibi'� I Ia-�w cn Q LQ CDJ 36'-6" c .0 21 '-6" 6'-6" 12'-0" 4' -1 1 " 39 0 I I I o N 0 0 1r REAR VENTING GAS FIREPLACE 4'-0" VERIFY V ` VARIANC S T z 23 -6 113 z O v� 10 1 '-O" V l� 6"x6" SUPPORT POST (TYP) � i II II I I II M II II 14'-8" N 3'-3" 3' 8" II IIcy II II I N Ld I I II II II II o II II I °°0-10 DW II II II I ow II ND Q II Z6 I �00 II II I I �o II N IIII I II awmL ID z cn Q�� Q ww�Joo cv�aN0V,,- = Ln II II IIp ��QII II Q ~ — — — — — w Zo� e 0 ui � ooZNmm� -i II II II L� (n a_ CD 2 8'-0" I I I T.O. STAIRS II II I II I II II I I I�=--- -- — _II II I -- I I — — — — — r ____ _____________ �__u_ L----- --i cn—------------------------------------- I�---- — + — — GIRDER TRUSS ABOVE Of � II I II II SIZED BY PROVIDER I s0 w mo`' IIIIII IIIIII r______� oI L m> 0z00 ZU��� Q z � w��I II II I I I Noo 0Nacn� II II N =)o m� II II D �Lo o� ~aoOf� II II of c Uj 0Q II II I II L-U1a_ 02 II II II 3'-0" 4'-6" 23 22 I I I I 21 20 4'-0" 2'-6" 2'-6" 4'-0" �I O I N 7'-1" 7'-1" 6'-1 1" 6'-1 1" 6'-11" 3'-9" 7'-6„ 24 -0„ GENERAL STRUCTURAL NOTES: * ALL NEW ROOF RAFTERS / CEILING JOISTS TO BE HELD DOWN WITH "HURRICANE CLIPS" AS REQUIRED. * "SIMPSON" HANGERS OR APPROVED EQUAL USED AT ALL LOCATIONS SPECIFIED OR REQUIRING HANGERS (EXISTING CONSTRUCTION WHICH IS FLUSH FRAMED TO RECEIVE APPROPRIATE SIMPSON HANGERS V.I.F.) * ALL HEADERS SINGLE WINDOW: (2) 2X8'S W/ 1/2" RIGID INSULATION FLITCH. 2X8'S BLOCKED DOWN TO SOLID BEARING BELOW W/ (2) 2X4'S AND (1) 2X4 KING STUD AT EACH SIDE * ALL HEADERS DOUBLE OR TRIPLE WINDOW UNITS (OR SLIDING DOORS): (2) 1 3/4" x 9 1/2" LVL'S BLOCKED DOWN TO SOLID BEARING BELOW W/ 4X4 POSTS AND (1) 2X4 KING STUD AT EACH SIDE. * ALL POSTS SPEC'D TO BE TRUE 4X4 OR 6X6. (2) OR (3) 2X'S NOT ALLOWED (UNLESS OTHERWISE NOTED) * PROVIDE 2X8 COLLAR TIES AT EACH R.R. AT ROOFS (2/3 — 1 /3 RULE) * CUTS, NOTCHES AND HOLES BORED IN TRUSSES, LAMINATED VENEER LUMBER, GLUE —LAMINATED MEMBERS OR I —JOISTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH ARE SPECIFICALLY ADDRESSED. * EXTERIOR OR LOAD BEARING WALLS WITH PLATES CUT, DRILLED OR NOTCHED MORE THAN 50% OF THE WIDTH OF THE STUD SHALL HAVE A GALVANIZED METAL TIE 16 GAGE AND 1 1/2 INCHES (1 1/2") WIDE FASTENED TO EACH PLATE. * EXTERIOR OR LOAD BEARING WALLS WITH STUDS DRILLED WITHIN 5/8" OF THE FACE OF THE STUD SHALL BE REINFORCED WITH A STRUCTURAL STUD SHOE. 00 NEW EXEX EXISTING \\k NEW KEY 0 I O I 1 � � O 1 Z z O Z l(� Z O 1L = z 4 FIN& PAZ: 811112022 MVI%1717AS: PLAN #; 22-0521 5ftf OF 16 ffrf5 �� SECOND FLOOR PLAN GENERAL NOTES: * PROVIDE TEMPORARY BRACING AT ALL EXISTING WALLS, FLOORS, CEILINGS, ETC. BEING REMOVED AS NEEDED * PROVIDE TEMPORARY WEATHERPROOFING IN ALL AREAS DURING CONSTRUCTION * REMOVE ALL CONSTRUCTION DEBRIS DAILY (RECYCLE AS REQUIRED) * REMOVE ALL BRICK. VERIFY WITH OWNER IF ANY QUESTIONS * REMOVE BOTH FIREPLACES. SUPPORT AND PATCH ALL OPENINGS PRIOR TO REROOFING * REMOVE ALL LAYERS OF ROOFING ON EXISTING SECOND STORY. PATCH AND REPAIR AS NEEDED PRIOR * VERIFY WITH OWNER IF ROOF AND TRUSSES ARE BEING REPLACED * REMOVE ROOF, WALLS AND FLOOR ON SINGLE STORY SECTION. PROVIDE TEMPORARY WEATHERPROOFING * REMOVE EXISTING WINDOWS AND DOORS. PATCH ALL OPENINGS NOT BEING REUSED. VERIFY WITH PLANS * REMOVE EXISTING STAIRWAY. PROVIDE SAFE ACCESS TO ALL FLOORS DURING CONSTRUCTION * LAYOUT NEW WALLS AND DEMO ANY EXISTING WALLS NOT BEING REUSED VARIANCE SET TO REROOFING 071-9n KEY V ` z t V \ � Z < 113 O z z o p S� � o z z z o FIN& PAZ: 811112022 MVI%1717AS: PLAN #; 22-0521 5ftf (9 OF 16 5[trf5 ROOF PLAN GENERAL NOTES: * PROVIDE TEMPORARY BRACING AT ALL EXISTING WALLS, FLOORS, CEILINGS, ETC. BEING REMOVED AS NEEDED * PROVIDE TEMPORARY WEATHERPROOFING IN ALL AREAS DURING CONSTRUCTION * REMOVE ALL CONSTRUCTION DEBRIS DAILY (RECYCLE AS REQUIRED) * REMOVE ALL BRICK. VERIFY WITH OWNER IF ANY QUESTIONS * REMOVE BOTH FIREPLACES. SUPPORT AND PATCH ALL OPENINGS PRIOR TO REROOFING * REMOVE ALL LAYERS OF ROOFING ON EXISTING SECOND STORY. PATCH AND REPAIR AS NEEDED PRIOR * VERIFY WITH OWNER IF ROOF AND TRUSSES ARE BEING REPLACED * REMOVE ROOF, WALLS AND FLOOR ON SINGLE STORY SECTION. PROVIDE TEMPORARY WEATHERPROOFING * REMOVE EXISTING WINDOWS AND DOORS. PATCH ALL OPENINGS NOT BEING REUSED. VERIFY WITH PLANS * REMOVE EXISTING STAIRWAY. PROVIDE SAFE ACCESS TO ALL FLOORS DURING CONSTRUCTION * LAYOUT NEW WALLS AND DEMO ANY EXISTING WALLS NOT BEING REUSED VARIANCE SET TO REROOFING NEW EXISTING KEY TN z z��o z z o p S� � o z z z o a FIN& PAZ: 811112022 MVI%1717AS: - PLAN #; 22-0521 5ftf OF 16 5[trf5 z VARIANCE SET �IN IN z � z 0 1 11 O Q 12 91 12 51 z I (2) 13Y4 x 117/ MICROLAM HEADERS — -f — — —IT — — — — SIZ ------- — IIII II II IIII------- Z z III IIII \g� III II o z IIII I I I I IIII �� v o IIII II II IIII � � Q � z III II 65 N IIII II IIII I I _ _ _IIII II II II z TYPICAL NEW LUSTOPCONSTRUCTION. BEAM SIZED BY SUPPLIER BEAM SIZED BY SUPPLIER O ' ---------------- LL 2X6 STUDS PLUS TOP AND BOTTOM PLATES ' MINIMUM R-19INSULATION ' EXTERIOR HOBOARD S WIA R INT. VAPOR BARRIER III 11 11 1 11 11 11 11 11 III 11 1 11 11 1 11 111 11 ' EXTERIOR LAP SIDING W/8" REVEAL EAST AND WEST SIDE 4-11— — — L — I L —I L — — — — — — — — I L ' BOARD AND BATTEN WITH CEDAR SHAKE SIDING ON FRONTV AND REAR. SEE ELEVATIONS 11 11 HEADER SIZED BY SUPPLIER HEADER SIZED BY SUPPLIER II III III 11 IIII 11 II IIII III III IIII II �_ II IIII I III IIII II J n II IIII IXI11 III Hill II IIII 16'x7' GARAGE DOOR I` I 111 8'x7' GARAGE DOOR Hill 11 \ "II IIII III III IIII 11" I W IIII II FIN& PAZ: II III I III III 11 811112022 kl�VffP Mt: 1 11 a GENERAL NOTES: " INSULATION NOT SHOWN FOR CLARITY ' INSULATE ALL EXTERIOR WALLS TO MINIMUM R-19 INCLUDING GARAGE WALLS a 'INSULATE ALL ROOF AREAS TO A MINIMUM R-38 a ' ALL NEW EXTERIOR WALLS TO BE 2X6 ' ALL NEW INTERIOR WALLS TO BE 2X4 (UNLESS OTHERWISE NOTED) ' DOUBLE UP ALL STRUCTURE AT ANY OPENING (UNLESS OTHERWISE NOTED) ' ALL HEADERS SINGLE WINDOW: (2) 2X70'S W/ 1/2" RIGID INSULATION FILLER (UNLESS NOTED OTHERWISE) ' ALL HEADERS DOUBLE OR TRIPLE WINDOW UNITS (OR SLIDING DOORS): (2)1 3/4" X 11 7/8" MICROLLAMS ' AT LEAST 2 JACK STUDS (OR 4X4 POSTS) SHALL SUPPORT ALL HEADERS LONGER THAN 6-0" ' ALL EXISTING FLUSH FRAMED STRUCTURE SHALL BE PROVIDED WITH HANGERS (SIMPSON OR EQUAL) ' ALL DIMENSIONS TO ROUGH FRAMING (VERIFY WITH FIXTURES AND ADJUST AS REQUIRED) ' ALIGN NEW SECOND FLOOR TO MATCH EXISTING SECOND FLOOR HEIGHT ' ALL CLOSETS TO RECEIVE ROD AND SHELF MIN. FLAN # ; 22-0321 51dfff OF 16 5&U5 VARIANCE SET EL. 984.9'+/- T.O.SECOND FLOOR EL. 967.9' FIRST FLOOR EL. 959.7' LOWER FLOOR V z v� z o O Z z M z �f1 v O O � � O 811112022 WVM9 PAZ: MAN #; 22-0321 5HMf VARIES VARIES VA, V, EQUAL EQUAL EQUAL EQUAL EQUAL LEFT HINGE RIGHT HINGE DOUBLE CASEMENT CASEMENT CASEMENT A AA B VA AWNING D WINDOW DIAGRAMS NOT TO SCALE TRIPLE CASEMENT C TO MATCH TO MATCH TO MATCH - --i I i VARIES I VARI 41 W � W j I , CUSTOM TRANSOM PICTURE E F NOTE: • VERIFY ALL ROUGH OPENING SIZES. 9 / N • ALL MULTIPLE UNIT WINDOWS TO BE FACTORY MULLED TOGETHER UNLESS NOTED OTHERWISE. PICTURE AWNING G GENERAL WINDOW NOTES: * CONTRACTOR TO VERIFY WALL THICKNESS, SILL, JAMB AND HEAD REQUIREMENTS PRIOR TO ORDERING WINDOWS (VERIFY EXTERIOR WALL CONSTRUCTION ASSEMBLIES AND PROVIDE APPROPRIATE EXTENSION JAMBS) * BID ALL WINDOWS AS ANDERSON 400 SERIES (OR APPROVED EQUAL) * ALL GLASS TO BE LOW—E ARGON FILLED CAVITY (MIN. U VALUE TO BE .30) * WINDOW SUPPLIER TO PROVIDE PROPER HARDWARE TO MULL UNITS TOGETHER AS INDICATED * ALL WINDOWS AND DOORS TO HAVE WOOD EXTENSION JAMBS PROVIDE TYPICAL SILL WITH STOOL AT ALL WINDOWS * WINDOWS AND DOORS TO HAVE INTERIOR TRIM TO MATCH (STAINED). * BASEBOARDS THROUGHOUT HOUSE TO MATCH EXISTING (STAINED). * ALL WINDOW HARDWARE BID AS STANDARD WHITE (VERIFY WITH HOMEOWNER PRIOR TO ORDERING). DOOR HARDWARE TO BE VERIFIED WITH HOMEOWNER BID AS DARK RUBBED BRONZE. * ALL DOOR SWINGS AND OR OPERATION TO BE VERIFIED WITH HOMEOWNER. * ALL DOORS REQUIRE SCHLAGE LOCKSETS AND MATCHING HINGES. SEE FLOOR PLANS FOR DOOR SIZES AND SWINGS. VERIFY WITH OWNERS FOR COLOR AND STYLE. * ANY NEW WINDOWS IN ALL BEDROOMS IN A BASEMENT MEET AND EXCEED 5.7 SQ. FT. EGRESS CODE (SIMPLY BY OPENING A WINDOW). A MIN. CLEAR OPENING OF 20", A MIN. CLEAR HEIGHT OF 24", AND A SILL HEIGHT OF LESS THAN 44 INCHES ABOVE FINISHED FLOOR SHALL BE MAINTAINED. BASEMENT EGRESS WINDOW SIMILAR. * FOLLOW ALL 2009 IRC TEMPERING REQUIREMENTS (SECTION 308) IN ALL HAZARDOUS AREAS (STAIRWAYS, BATHROOMS, ETC.) V.I.F. VARIANCE SET WINDOW SCHEDULE N0. WINDOW ANDERSEN SERIES 400 I OPTIONS REMARKS SIZE (WxH) HEAD HEIGHT MODEL DIAGRAM DETAIL MULLED SCREEN LOW—E 1 2'-8" x 5'-0" 6'-8" CX15R AA/E — YES YES YES W/CUSTOM ARCH ABOVE. SEE ELEVATIONS 2 5'-0" x 5'-0" 6'-8" P5050 F/E — YES — YES W/CUSTOM ARCH ABOVE. SEE ELEVATIONS 3 2'-8" x 5'-0" 6'-8" CX15L A/E — YES YES YES W/CUSTOM ARCH ABOVE. SEE ELEVATIONS 4 3'-6" x 3'-6" 6'-8" CN235 B — — YES YES — 5 7'-1 " x 5'-0" 6'-8" CW35 C — — YES YES — 6 7'-1 " x 4'-4" 6'-8" CW345 C — — YES YES — 7 2'-0" x 2'-0" 6'-8" A21 D — — YES YES — 8 2'-0" x 2'-0" 6'-8" A21 D — — YES YES — 9 2'-0" x 2'-0" 6'-8" A21 D — — YES YES — 10 7'-1 " x 5'-0" 6'-8" CW35 C — — YES YES — 11 2'-8" x 5'-0" 6'-8" CX15R AA — — YES YES — 12 2'-8" x 5'-0" 6'-8" CX15L A — — YES YES — 13 2'-0" x 2'-0" 6'-8" A21 D — — YES YES — 14 2'-0" x 2'-0" 6'-8" A21 D — — YES YES — 15 2'-0" x 2'-0" 6'-8" A21 D — — YES YES — 16 2'-8" x 4'-0" 6'-8" CX14R AA — — YES YES — 17 2'-8" x 4'-0" 6'-8" CX14L A — — YES YES — 18 2'-8" x 4'-0" 6'-8" CX14R AA — — YES YES — 19 2'-8" x 4'-0" 6'-8" CX14L A — — YES YES — 20 2'-0" x 2'-0" 6'-8" A21 D — — YES YES — 21 2'-0" x 2'-0" 6'-8" A21 D — — YES YES — 22 2'-0" x 2'-0" 6'-8" A21 D — — YES YES — 23 2'-0" x 2'-0" 6'-8" A21 D — — YES YES — 24 7'-1 " x 4'-6" 6'-8" CW345 C — — YES YES — 25 3'-4" x 4'-0" 6'-8" P3540 G — YES — YES MULLED ABOVE 26 26 3'-4" x 1 '-9" — AN351 G — YES YES YES — 27 3'-4" x 4'-0" 6'-8" P3540 G — YES — YES MULLED ABOVE 28 28 3'-4" x 1 '-9" — AN351 G — YES YES YES — 29 3'-4" x 4'-0" 6'-8" P3540 G — YES — YES MULLED ABOVE 30 30 3'-4" x 1 '-9" — AN351 G — YES YES YES — 31 3'-4" x 4'-0" 6'-8" P3540 G — YES — YES MULLED ABOVE 32 32 3'-4" x 1 '-9" — AN351 G — YES YES YES — 33 3'-4" x 4'-0" 6'-8" P3540 G — YES — YES MULLED ABOVE 34 34 3'-4" x 1 '-9" — AN351 G — YES YES YES — 35 NOT USED — — — — — — — 36 NOT USED — — — — — — — — 37 2'-4" x 5'-0" 6'-8" CW15R AA — — YES YES VIF EXIST MASONRY OPENING AFT BRICK REMOVAL 38 2'-4" x 5'-0" 6'-8" CW15L A — — YES YES VIF EXIST MASONRY OPENING AFT BRICK REMOVAL 39 4'-0" x 3'-4" 6'-8" C235 B — — YES YES — 40 3'-0" x 2'-0" 6'-8" A31 D — — YES YES — 41 3'-0" x 2'-0" 6'-8" A31 D — — YES YES — 42 7'-1 " x 3'-0" 6'-8" CW33 C — — YES YES VIF EXIST MASONRY OPENING AFT BRICK REMOVAL 43 — x — — — — — — — — — NOTES: 1. THE WINDOW CONTRACTOR IS REQUIRED TO PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE. 2. THE WINDOW CONTRACTOR SHALL PROVIDE ALL FLASHING AND CAULK AS REQUIRED FOR A COMPLETE JOB. 3. THE COLOR OF THE FRAME IS TO BE VERIFIED WITH THE OWNER. 4. SIZES AND MODELS ARE ANDERSEN SERIES 400 OR EQ. V z v� z < O V z\ fl � O ac Z 0 z � o z U1 v FIN& nAfE: 811112022 WVW9 nAT: PLAN #: 22-032I A B C D E F G H J DOOR DIAGRAMS NOT TO SCALE DY9CALE 11V VARIANCE SET DOOR SCHEDULE N0. DOOR DESCRIPTION ANDERSEN MODEL # HINGE QUANTITY REMARKS SIZE (WxH) DIAGRAM MATERIAL 001 3'-0"x6'-8" B WOOD - L 1 - 100 16'-0"x7'-0" J INS - - 1 INSULATED OVERHEAD DOOR W/WINDOW 101 8'-0"x7'-O" H INS - - 1 INSULATED OVERHEAD DOOR W/WINDOW 102 3'-0"x6'-8" G WOOD - L 1 W/SIDELIGHT 103 6'-O"x6'-8" F WOOD FWG6068R R 1 W/SCREEN 104 3'-O"x6'-8" B WOOD - L 1 1 HR RATED 105 5'-O"x6'-8" F WOOD FWG5068R R 1 W/SCREEN 200 6'-O"x6'-8" F WOOD FWG6068L L 1 W/SCREEN 3-0 3'-O"x6'-8" A WOOD INTERIOR R 2 - 3-0 3'-O"x6'-8" A WOOD INTERIOR L 2 - 2-8 2'-8"x6'-8" A WOOD INTERIOR L 2 - 2-6 2'-6"x6'-8" A WOOD INTERIOR R 4 - 2-6 2'-6"x6'-8" A WOOD INTERIOR L 2 - 2-6 2'-6"x6'-8" A WOOD INTERIOR POCKET 3 - 2-4 2'-4"x6'-8" A WOOD INTERIOR L 1 - 2-4 2'-4"x6'-8" A WOOD INTERIOR POCKET 1 - 1 -0 1'-0"x6'-8" A WOOD INTERIOR BIFOLD 1 - 1 -6 1'-6"x6'-8" A WOOD INTERIOR BIFOLD 1 - 4-0 4'-0"x6'-8" A WOOD INTERIOR BIFOLD 3 - 5-0 5'-0"x6'-8" A WOOD INTERIOR BIFOLD 1 - 6-0 6'-O"x6'-8" A WOOD INTERIOR BIFOLD 2 - NOTES: 1. ALL EXTERIOR DOORS ARE ANDERSEN STRAIGHTLINE ENTRY DOORS OR APPROVED EQ. 2. THE DOOR CONTRACTOR IS REQUIRED TO PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE. 3. SLAB TYPE, COLOR OF DOOR, FRAME AND HARDWARE TO BE DETERMINED BY OWNER. 4. DOOR PROVIDER MUST MEET ALL APPLICABLE CODES. 1 2 3 5. EACH OVERHEAD DOOR TO HAVE IT'S OWN WIFI ENABLED GARAGE DOOR OPENER INSTALLED. VERIFY BRAND W/OWNER NOTE: 6. ALL DOORS TO BE SET 4" FROM CORNER OR IN THE CENTER OF THE WALL UNLESS NOTED. FRAME DIAGRAMS • ALL OVERALL DIMENSIONS INDICATE FRAME SIZE. • ALL METAL FRAMES AND MULLIONS ARE DRAWN 7. VERIFY ALL DETAILS, QUANTITIES, SWINGS, ETC. PRIOR TO ORDERING NOT TO SCALE D&WALE 1/V -1'-W AS 2" UNLESS DIMENSIONED OTHERWISE. TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH GRACE VYCOR TO FORM WATER -SHEDDING LAPS 2. RIPCORDOHAS BEEN REMOVED AT SILL FOR EASE OF INSTALLATION AND/OR COORDINATION OF OTHER TRADES 3. SCORE AND FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR GRACE VYCOR INSTALLATION 4. INSTALL GRACE VYCOR HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER; MECHANICALLY FASTEN AS NECESSARY 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL SIDE EDGES WITH WEATHER RESISTIVE BARRIER TAPE OR GRACE VYCOR MECHANICALLY FASTEN AS NECESSARY CORNERS THROUGH GRACE VYCOR GRACE VYCOR EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER AND TEMPORARILY SECURE WEATHER RESISTIVE % BARRIER (CHECK LOCAL BUILDING CODE FOR REQUIREMENTS) -SILL PLATE �p (SEE Wv VCRDET-106 FOR OPTIONS) GRACE VYCORNERM OR CORNER PATCH RECOMMENDED (SEE VCRDET-507 OR O VCRDET-504 FOR OPTIONS) 0 GRACE VYCOR SEAL TOP OF JOISTS UNDER DECKING (SEE VCRDET-301) VOTES: A. VISIT GRACEGONSTRUCTION.GOM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS 3. RIPCORDOCAN BE REMOVED FROM GRACE VYCOR FOR EASE OF INSTALLATION C. INSTALL GRACE VYCOR IN ORDER AS SHOWN BY NUMBERS D. MECHANICALLY FASTEN AS NECESSARY E. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUM MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR WEATHER RESISTIVE RARRIFR DO NOT FLASH I BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP AND TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL GRACE VYCOR HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ALONG HEADER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE AS SHOWN ABOVE WINDOW/DOOR ROUGH -OPENING WATERPROOFING WRAP FOLD UP WEATHER RESISTIVE BARRIER AND TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE (SEE VCRDET-106 FOR OPTIONS) GRACE VYCOR GRACE VYCORNER n OR CORNER PATCH RECOMMENDED (SEE VCRDET-507 OR VCRDET-504 FOR OPTIONS) NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORDOCAN BE REMOVED FROM GRACE VYCOR FOR EASE OF INSTALLATION C. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE D. INSTALL GRACE VYCOR IN ORDER AS SHOWN BY NUMBERS E. INSTALL GRACE VYCOR AND WEATHER RESISTIVE BARRIER TO FORM WATER -SHEDDING LAPS F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUM GENERAL NOTES: NO SCALE • DETAIL SHOWS GRACE CONSTRUCTION PRODUCTS (IF ALTERNATES ARE USED CONTRACTOR SHALL PROVE THAT ALTERNATE IS EQUAL TO GRACE PRODUCT(S) SPECIFIED) * ASTM E2112-07 STANDARDS SHALL BE MET IN THE INSTALLATION OF ALL EXTERIOR WINDOWS, DOORS AND SKYUGHTS (TYPICAL FOR ALL NEW CONSTRUCTION, RETROFIT OR REMODELING PROJECTS) X" DRYWALL 6 MIL. V.B. 2X4 STUD WALL AT 16" O.C. W/ R-15 BATT INSULATION TYP. 1/2" PLYWOOD SHEATHING 1" RIGID INSULATION VERIFY WITH PLANS AND ELEVATIONS "DUPONT" TYVEK HOUSE WRAP OR APPROVED EQUAL TYPICAL SIDING PER PLANS (INSTALLED AS PER MANUFACTURES DIRECTIONS ON 1X VERT. SLEEPERS AT 16" O.C. FOR DRAINAGE PLANE) TYPICAL HEADER DETAIL SCALE: 1 1/2'= 1 X" DRYWALL 6 MIL. V.B. 2X4 STUD WALL AT 16" O.C. W/ R-15 BATT INSULATION TYP. 1/2" PLYWOOD SHEATHING 1" RIGID INSULATION VERIFY WITH PLANS AND ELEVATIONS "DUPONT" TYVEK HOUSE WRAP OR APPROVED EQUAL TYPICAL SIDING PER PLANS (INSTALLED AS PER MANUFACTURES DIRECTIONS ON 1X VERT. SLEEPERS AT 16" O.C. FOR DRAINAGE PLANE) 2X4 BLOCKING W/ INSULATION STUFFED WITHIN CAVITIES (TYP.) TYPICAL EXTERIOR CORNER GENERAL NOTE: SCALE: 1 1/2"= 1'-O" * EXTERIOR WALL INSULATION VALUES MEET 2012 IRC MIN. R-18 (R-15 + R-5 SPEC'D) FOR 2X4 WALL CONSTRUCTION * IF SPRAY FOAM INSULATION IS USED IN LIEU OF BATT INSULATION R-21 MIN. R-VALUE MUST BE MAINTAINED AND 1" RIGID INSULATION AND 6 MIL. V.B. CAN BE EXCLUDED/REMOVED FROM SYSTEM * TWO STUD EXTERIOR CORNER DOES NOT ACHIEVE ADEQUATE STRENGTH B/ Il/ 2022 5ft OF 16 5FUT5 z VARIANCE SET _E2 12 �9 EL. 984.9'+/- T.O.SECOND FLOOR O � SIZ v z � U z Z z � � O � Z O � GLASS z v O RAILING PANEL O TYP. Hill ---- OIL EL. 967.9' - - - - - - - - - - - - - - - - - FIRST FLOOR Ll EL. 966.4 I � GRADE I I I � II � O o --_— FIN&PAZ: ---- --- ------------ —————————————————————————— - - 8 11 2022 r�VffP Mt: FAN # ; 22-0321 16'-0" X 10'-0" DECK 10'-0" X 20'-0" DECK OF 16 5&U5 I � VARIANCE SET z z z 0 I I 2x12 LEDGER BOARD WITH 2x10 JOISTS ON (2) 2x10 BEAMS, SIZES VERIFIED BY \(1 PROVIDER, MOUNTED TO THE SIDE OF 6x6 POSTS W/SIMPSON HANGERS, LAG z BOLTS OR APPROVED EQ. O O z � 2x12 LEDGER BOARD WITH 2x10 U JOISTS ON (2) 2x10 BEAMS, SIZES VERIFIED BY PROVIDER, FASTENED TO S� POSTS W/SIMPSON HANGERS OR APPROVED EQ. SIZ Z z � O � 16'-0" X 10'-0" DECK 10'-0" X 20'-0" DECK O fl 65 O I II II II II II � - ur — — — — — — — o I I II II � I II FIN& PAZ: 10'- 0" 811112022 k�VffP Mt: I II II 3-0 -------------------I- ' I I I I I II II II - 6x6 POSTS ON 12"0 CONCRETE PIER 48" ' BELOW GRADE ® U O SEE 3& 4 ON SHEET 2 O % J 7'-6" FAN #; 22-0321 or 16 5&F5