Loading...
HomeMy WebLinkAboutPLANS - 18-00295 - 773 S 2275 W - New SFR10-O"xl0'-O" CONCRETE ' PAD FF �I 6:12 PITC I�I HOUSE IMVERNANG L�*�J CzAF�ACsE II u 6,-O" WIDE CONCRETE j - -WALK WAY SLEEVE UNDER WALKWAY I18'-0" WIDE CONCRETE DRIVEWAY 'I PROPERTY :I SIDEWALK K O Z I I I I 14 � 38.04 II lo'-o"xlo'-o" I CONCRETE PAD T I x1090 i 3-I.gq I ao 51TE FLAN -- -- _-- SCALE: I"= 10' Ob, 9 I POWER LL U) ^ N 3 O 100.001 obi Z N O � 0 ooraU N U U) _ O M ti -- --- --^ 2085 41.11 DEFTI4 GARAGE DRIIVEWAY d I— I HOUSE I / mK I / � %EVE >=>z I <\ WLKWAY 'NINE \ CONCRETE I - WALK WAY \ ♦ ILLTER uu ■ ■eumuuu■i■u --- --w- -- 100,001 L V/ al GONGRETE LAYOUT < p R SCALE: I'- 10' I I I I I L U C m O — Q U O U 1 I o� a o 1 m N cro I � , I I I W � ul ul Z I I � LU I � I a N Z w W DRAWN BY: lqw,A hh� A I I ✓.H. DATE: 11�40-20* 0 REVISIONS: O 1• B -1F208 2. 3. YADDRESS: I Ab � Wr-4 �0�wcy 5F-1559 SHEET NUMBER: SYS 1 rr LL U) ^ N 3 O w O obi Z N O � 0 ooraU N U U) _ O M ti -------------- ------------------- ---- ------------- ----------------- -------------- 101-011x1F-- -- - CONCRETE PAD I .I r -- -------- - --Z- �'�=� r- 1 II II II II II II I� T T II II II II II —��—--�—� 6:12 PITCH II / \\ HOUSE I I 1-0" OVERWANG I I -- - - - - - - - - -�JI IL I_ JI I II L_T_.7� 21 _J CxARIACaE f J � .I.•1 �I �' � 61-O" WIDE i I`, _ —Lu _UNDER WALKWAY I J./r"I Y BCW{-! 1 t I I IoI VINYL Ri PROVIDE ROOF VENTILATION AS PER R306. IRC CORBEL'. ( 5° TR GABLEV GITY c SECOND LEVEL VINYL SIDING (TYP, ROCK (TYP) MAIN LEVEL_ L --------L---- — — — - L —--------- --- FRONT ELEVATION I 1/4" 1'-0" SCALE (FULL SIZE 24" x 36" PAPER) 1/8" = 1'-0" SCALE (HALF SIZE 11" x I -T" PAPER) DE6 IUM N GROUND SURFACE TO SLOPE AWAY FROM FOUNDATION A INIMUM OF 6" WITHIN FIRST 10' movurtum FROST DEPTH GROUND SURFACE TO BOTTOM OF FOOTING 36" SL. SLIDE! IL WINDOW SO+�EDULE 9" •RJ* PIG- rcnJO WRIDOW MARKE5'x4'-O" ■C o zoo (kj Aox G z`n^� C 0 ■` W °o C Z ¢ o zTW - w o F- OQ 3 -6x3 -6 5L 0 z 02C, °�o 3'-0"x5'-0" 514 I PROVIDE ROOF VENTILATION AS PER R306. IRC CORBEL'. ( 5° TR GABLEV GITY c SECOND LEVEL VINYL SIDING (TYP, ROCK (TYP) MAIN LEVEL_ L --------L---- — — — - L —--------- --- FRONT ELEVATION I 1/4" 1'-0" SCALE (FULL SIZE 24" x 36" PAPER) 1/8" = 1'-0" SCALE (HALF SIZE 11" x I -T" PAPER) DE6 IUM N GROUND SURFACE TO SLOPE AWAY FROM FOUNDATION A INIMUM OF 6" WITHIN FIRST 10' movurtum FROST DEPTH GROUND SURFACE TO BOTTOM OF FOOTING 36" SL. SLIDE! IL WINDOW SO+�EDULE 9" •RJ* PIG- rcnJO WRIDOW MARKE5'x4'-O" QTY. DESCRIPTION Aox 1 BL I 2 D 3 -6x3 -6 5L 1 E 3'-0"x5'-0" 514 I F 21-611x5'-0" 514 1 % TB 1P. GLASS G V-ONT-o" PIG. I TBV. GLASS H 6'-O" 5L. GLASS DOOR 1 Reviewed for Code Compliance Building Inspector 5-2f -J018 REVISIONS: 2, 3, ADDRESS: I A b g A N to Q CNz OG"ay "cv I rM rj �N� �� II I JOB: SHEET NUMBER: STREET ADDRE55 TO BE PROMINENTLY D15PLAYED IN II I /� t /� fl GONTRA5TING COLOR PLAINLY V151BLE FROM TWE 5TREET. F I FORD MODEL y�g I I — -- -- - I I I DESIGN REQUIREMENTS MINIMUM ROOF LIVE LOAD 35#P.S.F. MIN. WIND 85 M.P.H. SEISMIC ZONE D1 I I I N GROUND SURFACE TO SLOPE AWAY FROM FOUNDATION A MINIMUM OF 6" WITHIN FIRST 10' I I i L I REAR I I I ELEVATION 1/4" = 1'-0" SCALE (FULL SIZE 24" x 36" F'AF'ER) 1/8" = 1'-0" SCALE (HALF SIZE 11" x 17" PAPER) Y' 12 C •� O e -_ - VINYL PJ 0 - BOARD 4 BATTEN ¢°m -- _ SIDING J - VINYL SIDING - LU (TTP) - / �4oQ O t� 0 -- —— ——————————— — — — — —I L—. '- — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — —1— — — — _ _ _ — - LEFT' PROVIDE ROOF VE"II.ATION AS PER R806, IRC RAIN GUTTER DOWNSPOUT I -- -- VINYL 51DING I -- - — - - I I I N GROUND SURFACE TO SLOPE AWAY FROM FOUNDATION A MINIMUM OF 6" WITHIN FIRST 10' I I i L I REAR I I I ELEVATION 1/4" = 1'-0" SCALE (FULL SIZE 24" x 36" F'AF'ER) 1/8" = 1'-0" SCALE (HALF SIZE 11" x 17" PAPER) RAIN 11J GUTTER o OW v U DOWNSPOUT F- 0 0 N o N — Z oH�L1 N ' Z 00 = =W mom U} W " Q Hai � Y to �COCO _O ui Q tu z LU W i DRAWN BY: J.X. DATE: S -2f 80M REVISIONS: I, 2, 3, ADDRE55: ALO p�l'a�Q oW 'hts P Reviewed for Code Compliance JOB: Building Inspector 8F1589 SHEET NUMBER: A2 "HARTFORD" MODEL »>�S Y' C •� O e g PJ 0 ¢°m J Lci U x C7 LU wow / �4oQ O t� 0 RAIN 11J GUTTER o OW v U DOWNSPOUT F- 0 0 N o N — Z oH�L1 N ' Z 00 = =W mom U} W " Q Hai � Y to �COCO _O ui Q tu z LU W i DRAWN BY: J.X. DATE: S -2f 80M REVISIONS: I, 2, 3, ADDRE55: ALO p�l'a�Q oW 'hts P Reviewed for Code Compliance JOB: Building Inspector 8F1589 SHEET NUMBER: A2 "HARTFORD" MODEL »>�S N V I 55'-0' 161-6' 6'-0' ..I 61-6" 12'-4' MY' 6o,00o PSI STEEL ----------------------------------------------- I I I N V I 55'-0' 161-6' 6'-0' ..I 61-6" 12'-4' MY' 61_2. F -2o a a 2' ROOK a J y��o J ��� �� f 2-3 142' 16'-I• 8'-2' 201-8" L - 2-31/2' FTG. 4 FND. LAYOUT 1/4" = I' -O" SCALE (FULL SIZE 24" x 36" FDAFER) 1/0" = V -O" SCALE (HALF SIZE: 11" x 17" FAFER) 2,500 P51 coNclerm f'OUNDAT ION SOI-IEDULE 6o,00o PSI STEEL PIAXMIM WALL TOP MN VERTICAL HORIZONTAL ADDITIONAL MINK MAX nN.ADDITIONAL PTS. SOI-IEDULE HEIGHT FROM ® RELINE. 6E WALL WALL E. POLL RSNF. FOR OPD41NOB LINTEL LINTELSIZE AND REINF. CATION BOL75 TO. FCOTING 31PPORT WDRH 5IZE SPACING SIZE SPACING ABOVE 5U)ES ELOJ LENGTH DEPfN N0. SIZE ND. SIZE NO. SIZE YllD7H uwm TWIG< OC' TO 41-0' NOPE 6' 04 S2' OC. W 24' O.C. 2 1 04 1 I 1 A4 I 1 04 V 6' SEE FTG. 5CFED. VZ' X b' 0 36' OL. 41' TO 5'-0' NOPE 8' 04 32' OL. 04 24'0f,. 2 1 04 I 1 «4 1 04 V 6' BE FTG, SCFED. M, X 10' 0 56' OL. ' NOTCH FND. FOR VY X b' 0 56' OL. 6'-1' TO T-0' NONE B' 04 12' OL. 04 24' O.G. 2 14 1 04 1 04 W B' 50' 13 04 z CONT V2' X IV 0 36' OL. 1'-10' TO 8'-O'l FLOOR 8' 04 24' O.C. 04 24' OL. 2 K 1 04 1 04 5' 10' SM FTS. SCAM. V2' X B)' 0 36' OL. 8'-I' TO 9'-0' FLOOR B' A4 E' OL. 04 24' OL. 2 04 1 04 I A4 6' 0' SEE FTG. SGFBJ. VZ' X 10'0 25'0.0. q4' TO 10'-0' FLOOR 8' M4 II' OL. µ 24' O.C. 2 A4 1 04 1 N 6' 12' SEE FTG. 9CV✓87. 4" GONG' SLAG 10" 2: # 4 BARS GOVT. NOTES I. R®AR TO BE FLAGM M THE OWTE R OF THE WNL. AND WORD FROM TWE FOOTING TO WITHM 3' OF Tiff TOP OF TIE HALL. 24" 2.04 FOOTMG DONR.5 S AALL EXTRA 24' INTO TIE FQMDA.TION AND NATOH VERTICAL STEEL 10" I 4. SIAM %IAL BE FLAGS) HIM T OF TIE OPENING AND MOO 24' WOMD TIE EOSB OF THE OF@1M6. "NO J -BOLTS" .I 10" OR SIORTM FOMDAT10M, 50 X 12' "NOR BOLTS ARE REWRED FOR 84' FOUNDATION WALLS AND TALLER 5-36 6. ALL FOIUAATIOI STEPS BULL BE 2'-0' "NMM. 36" I� 4: # 4 BARS EACH WAY 8. POOrMs APA PdHDATION MON AND RBMOROW MAY FOIDN 3D OIFFIB[ 4 PROVIDED TWAT TFE FaMATION 1@TE TWE MaBs570ii9 FOR A WSLI AR MOM 'RES EVILS' A3 OIIILM® M NO RWI222 I II p '!P �I ILL II I 1 4,_ . iI I'-6• 3'-0' I' 3'-21/4' 5°-0 6'-33/4' 3'-0' 2'-8•II s. � II F20 4 NO J- —— LTS ° NO J -BOLTS ' b�. p I I a 0' �I \CLT5 F-20 • p I __ —J ST FND. LL F a RCN 17 GAP 2" ROCK / \ i LEDGE (TYPO i PSG F -2O h� I I I I I COaaeo I I I NOTCH FND.—II � — — FOR OPENING 61_2. F -2o a a 2' ROOK a J y��o J ��� �� f 2-3 142' 16'-I• 8'-2' 201-8" L - 2-31/2' FTG. 4 FND. LAYOUT 1/4" = I' -O" SCALE (FULL SIZE 24" x 36" FDAFER) 1/0" = V -O" SCALE (HALF SIZE: 11" x 17" FAFER) 2,500 P51 coNclerm f'OUNDAT ION SOI-IEDULE 6o,00o PSI STEEL PIAXMIM WALL TOP MN VERTICAL HORIZONTAL ADDITIONAL MINK MAX nN.ADDITIONAL PTS. SOI-IEDULE HEIGHT FROM ® RELINE. 6E WALL WALL E. POLL RSNF. FOR OPD41NOB LINTEL LINTELSIZE AND REINF. CATION BOL75 TO. FCOTING 31PPORT WDRH 5IZE SPACING SIZE SPACING ABOVE 5U)ES ELOJ LENGTH DEPfN N0. SIZE ND. SIZE NO. SIZE YllD7H uwm TWIG< OC' TO 41-0' NOPE 6' 04 S2' OC. W 24' O.C. 2 1 04 1 I 1 A4 I 1 04 V 6' SEE FTG. 5CFED. VZ' X b' 0 36' OL. 41' TO 5'-0' NOPE 8' 04 32' OL. 04 24'0f,. 2 1 04 I 1 «4 1 04 V 6' BE FTG, SCFED. M, X 10' 0 56' OL. 51' TO 61-V NOW 8' A4 18' OL. 04 24' OL. 2 044 1 04 1 04 3' 6' SO' 3 04 z CONT VY X b' 0 56' OL. 6'-1' TO T-0' NONE B' 04 12' OL. 04 24' O.G. 2 14 1 04 1 04 W B' 50' 13 04 z CONT V2' X IV 0 36' OL. 1'-10' TO 8'-O'l FLOOR 8' 04 24' O.C. 04 24' OL. 2 K 1 04 1 04 5' 10' SM FTS. SCAM. V2' X B)' 0 36' OL. 8'-I' TO 9'-0' FLOOR B' A4 E' OL. 04 24' OL. 2 04 1 04 I A4 6' 0' SEE FTG. SGFBJ. VZ' X 10'0 25'0.0. q4' TO 10'-0' FLOOR 8' M4 II' OL. µ 24' O.C. 2 A4 1 04 1 N 6' 12' SEE FTG. 9CV✓87. V2' X V 0 IB' CL. 10" 2: # 4 BARS GOVT. NOTES I. R®AR TO BE FLAGM M THE OWTE R OF THE WNL. AND WORD FROM TWE FOOTING TO WITHM 3' OF Tiff TOP OF TIE HALL. 24" 2.04 FOOTMG DONR.5 S AALL EXTRA 24' INTO TIE FQMDA.TION AND NATOH VERTICAL STEEL 10" S. OPE BAR SHALL BE LOCATED IN TW TOP S' APA ONE BAR M TM 8077013' OF THE FONAATION WALL. (TWE RENAMING ECLPLLY SPACED BETWEN 4. SIAM %IAL BE FLAGS) HIM T OF TIE OPENING AND MOO 24' WOMD TIE EOSB OF THE OF@1M6. 30" 3. ANCROR BOLT5 SHALL BE VI' DIA " W' 89BED® INTO 001,10IM E I's 56"04. MW OF 2 FEE WALL 55618(7) FOR W -O' 10" OR SIORTM FOMDAT10M, 50 X 12' "NOR BOLTS ARE REWRED FOR 84' FOUNDATION WALLS AND TALLER 5-36 6. ALL FOIUAATIOI STEPS BULL BE 2'-0' "NMM. 36" 1. TABLE BASED ON 93P9F E P SOL. F HORIZONTAL BOIL PRISM EXC®9 95P3F KIRTF®F DM6N 15 RB2WR8D 4: # 4 BARS EACH WAY 8. POOrMs APA PdHDATION MON AND RBMOROW MAY FOIDN 3D OIFFIB[ 4 PROVIDED TWAT TFE FaMATION 1@TE TWE MaBs570ii9 FOR A WSLI AR MOM 'RES EVILS' A3 OIIILM® M NO RWI222 9. J -BOLT RMIRB8115 MAY FOLLOW IRC 8403.1.6 PROVIDED TWAT TTE STRIGTIIRAL MWM THE R&JIIRB'@!IS FOR A'RESMAR BUILDING' AS OURMSD M IRO RW2222 REHAB 8' WALL HORIZ & VERT 24" O.C. W/ 2 IN TOP 12" 4' WALL VERT- 48" O.C. HORIZ 24" O.C. W/ 1 TOP 8" MINIMUM FROST DEPTH GROUND SURFACE TO BOTTOM OF FOOTING 3611 NOTE: THIS ENGINEERING ASSUMES THAT EITHER THE SETBACK REQUIREMENTS LISTED IN IRC SECTION R403.1.7.2 ARE MET, OR THAT A 20' DEEP LEVEL YARD (57 GRADE OR LESS) EXISTS ON ALL SIDES OF THE HOME. IF THIS IS NOT TRUE THEN CONTACT ENGINEER FOR FURTHER ANALYSIS AND DESIGN. NOTE: THIS ENGINEERING ASSUMES THAT THE SITE IS STABLE HAVING NO GLOBAL STABILITY CONCERNS; OR HAZARDS. 1F TH15 IS 1,1 TRUE THEN CONTACT ENGINEER FOR FURTHER ANALYSIS AND DESIGN. 5HEATWING : . ROM FLASHING - f!' ANC4#JR%EY3LT5 6 CONCRETE FOACH d CONCRETE COLUMN FOOTING 4" CONCRETE SLAB (TYP) I \ \ 0 (2) REBAR CONT. INTERIOR FTG. DETAIL ITYPJ SCALE: NONE STEP FIND. 12" FOR FRONT PORCH TOF OF FOUNDATION TOP OF FOUNDATION STEP FOUNDATION FOR FRONT PORGN DETAIL SCALE: NONE Reviewed for Code Compliance Building Inspector "HARTFORD11 MODEL V• FOOTING SOI-IEDULE TYPE WIDTH LENGTH TWIG< REINFORCEMENT F-16 16" GONT. 811 2: # 4 BARS CONT. F-20 20" CONT. 10" 2: # 4 BARS CONT. F-24 24" GONT. 10" 2: # 4 BARS GOVT. 5-24 24" 24" 10" 2: # 4 BARS EACH WAY 5-30 30" 30" 10" 3: # 4 BARS EAGH WAY 5-36 36" 36" 10" 4: # 4 BARS EACH WAY NOTE: THIS ENGINEERING ASSUMES THAT EITHER THE SETBACK REQUIREMENTS LISTED IN IRC SECTION R403.1.7.2 ARE MET, OR THAT A 20' DEEP LEVEL YARD (57 GRADE OR LESS) EXISTS ON ALL SIDES OF THE HOME. IF THIS IS NOT TRUE THEN CONTACT ENGINEER FOR FURTHER ANALYSIS AND DESIGN. NOTE: THIS ENGINEERING ASSUMES THAT THE SITE IS STABLE HAVING NO GLOBAL STABILITY CONCERNS; OR HAZARDS. 1F TH15 IS 1,1 TRUE THEN CONTACT ENGINEER FOR FURTHER ANALYSIS AND DESIGN. 5HEATWING : . ROM FLASHING - f!' ANC4#JR%EY3LT5 6 CONCRETE FOACH d CONCRETE COLUMN FOOTING 4" CONCRETE SLAB (TYP) I \ \ 0 (2) REBAR CONT. INTERIOR FTG. DETAIL ITYPJ SCALE: NONE STEP FIND. 12" FOR FRONT PORCH TOF OF FOUNDATION TOP OF FOUNDATION STEP FOUNDATION FOR FRONT PORGN DETAIL SCALE: NONE Reviewed for Code Compliance Building Inspector "HARTFORD11 MODEL d W c> =O cc)7 n_ �o0N cJ N W N Z01-Xz � W CO 0x 04 FG - U } Lu v (— LoT 07 DRAWN BY: JX DATE: s -z>-49018 REVISIONS ADDRESS: JOB: 51=1559 V• .0 v s Vag �' o zei V1 n �5� C 0� WO V W¢S zxW �W W 0 2f 0OQ 020 �0 d W c> =O cc)7 n_ �o0N cJ N W N Z01-Xz � W CO 0x 04 FG - U } Lu v (— LoT 07 DRAWN BY: JX DATE: s -z>-49018 REVISIONS ADDRESS: JOB: 51=1559 FLOOR DRAIN IN WALL x cn FRAME 2x4 WALL - NEXT TO EXTERIOR' WALL FOR PLUMBING a ROCK SEE ELEVATION (TYP) CITY � I 1 I I I I 35'-0' DROP CEILING TO MATCH WAG LINE DROP HOSE BIB 3 'REP�h-OR A/CI UNIT 2' (3) 2x6 W/ WINDOW "q' -O" CEILINGS" MAIN LEVEL 114" = 1'-0" SCALE (FULL SIZE 24" x 3(o" PAPER) 1/8" = I'-0" SGALE (HALF SIZE II" x 1-1" PAPER) —--- —---—----------------------------------� I I I I I. HOUSE EXTERIOR WALL5 TO BE 2x6 a 16" O.G. W/ (2) TOP PLATES 2. GARAGE EXTERIOR WALLS TO BE 2x4 ® 16" O.G. W/ (2) TOP PLATES 3. INTERIOR BEARING WALL TO BE 2x4 ® 16" O.C. W/ (2) TOP PLATES 4. INTERIOR NON-BEARING WALLS TO BE 2x4 a 16" O.G. W/ (2) TOP PLATES Reviewed for Code Compliance 11� Building Inspector SHEAR WALL NOTES ALL EXTERIOR WALLS AND VERTICAL SURFACES AT STEPS IN ROOF SHALL BE SHEATHED WITH T/I6" APA RATED 24/0 OR BETTER STRUCTURAL WOOD PANELS. BLOCK ALL HORZ EDGES WITH 2" NOM. OR WIDER 2" OR WIDER FRAMRJG AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED WHERE 10d NAILS ARE SPACED 3" O.C. OR LESS. SHEATHING SHALL EXTEND CONTINUOUS FROM FLOOR TO TOP PLATE FRAMING ON UPPER EXT. WALLS. NAILS SHALL BE PLACED NOT LESS THAI 12" FROM EDGE OF PANEL AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. EXTEND SHEATHING OVER RIM AND NAIL TO RIM AND WALL PLATES 4" O.G. SHEAR WALL SCHEDULE TYPE SHEATHING NAIL EDGE FIELD TYPICAL 1/16" ONE SIDE 8d 6" O.G. 12" OG. SW -I 1/16" ONE SIDE 8d 4" O.G. 12" O.G. SW -2 1/16" ONE SIDE ed 3" O.C. 12" O.C. SW -3 1/16" ONE SIDE ed 2" D.C. 12" OG. NOTE: 16 GAUGE STAPLES MAY BE SUBSTITUTED FOR 8d NAILS AT 12 SPACING ON TYPICAL AND SW -1. SW -2 AND SW -3 REQUIRE 3X OR (2) 2X ON JOINING PANEL EDGES. 0 WINDOW 5GHEDULE x SLID BH - slN� wN6 M - rlcrjm HINDOW MARK 10'-4' 9'-0' QTY. DESCRIPTION A 81-ONSI-0" xox I WALL BETWEEN GARAGE 4 HOUSE D CONCRETE I SLAB ON GRADE FOUNDATION WALLS H G'-0" 5L. GLASS DOOR PATIO UTILITY CLOSET - IN GARAGE FIRE DOOR 4 5/8" JAM - FLUSH STEEL 0 Y¢OQ 0 M SW -I A SW -I 5W-1 SW -1 k -001 110 4 KITG EN V. 14Y 101-2"x12'_5" JT INA � GREAT -DINING -im 9 OO �. 10 - -,y VINYL I x ait 2'-9 V2 9 '-4' W r41-0 V2 R�V; 4'-0 3/4' '-4 1114' 9'!' S'-tl' i - — 7TT- H — — — — X_ —o RY — J?vV LIQ VfNYL n YLEN T PURN.— )-VINYL--a 6'-0' SW -i SW -I SW -I N HOSE BIB _ — oor From hvuoe To Garage a Shall Be 20 min. Rated Solid Wood (1 3/g" ThICkj a EMIRSR or Exterior Metal 4'-0 3/4' {. -4 1/4' 5 5'-0' 5 (5) 2x6 TWO -GAR sW-I GpVERED GAR,4GE 4 ORGN 2�'-i"x21'-Im" v ❑® - q ;I . 2X6 r WALL 1161-0 x8'-0" I' 3 � I t I I I I I I I I ROCK SEE ELEVATION ISDIFORTAL (TYP) FF.4m 5'-0' 201-8' 33'-0' DROP CEILING TO MATCH WAG LINE DROP HOSE BIB 3 'REP�h-OR A/CI UNIT 2' (3) 2x6 W/ WINDOW "q' -O" CEILINGS" MAIN LEVEL 114" = 1'-0" SCALE (FULL SIZE 24" x 3(o" PAPER) 1/8" = I'-0" SGALE (HALF SIZE II" x 1-1" PAPER) —--- —---—----------------------------------� I I I I I. HOUSE EXTERIOR WALL5 TO BE 2x6 a 16" O.G. W/ (2) TOP PLATES 2. GARAGE EXTERIOR WALLS TO BE 2x4 ® 16" O.G. W/ (2) TOP PLATES 3. INTERIOR BEARING WALL TO BE 2x4 ® 16" O.C. W/ (2) TOP PLATES 4. INTERIOR NON-BEARING WALLS TO BE 2x4 a 16" O.G. W/ (2) TOP PLATES Reviewed for Code Compliance 11� Building Inspector SHEAR WALL NOTES ALL EXTERIOR WALLS AND VERTICAL SURFACES AT STEPS IN ROOF SHALL BE SHEATHED WITH T/I6" APA RATED 24/0 OR BETTER STRUCTURAL WOOD PANELS. BLOCK ALL HORZ EDGES WITH 2" NOM. OR WIDER 2" OR WIDER FRAMRJG AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED WHERE 10d NAILS ARE SPACED 3" O.C. OR LESS. SHEATHING SHALL EXTEND CONTINUOUS FROM FLOOR TO TOP PLATE FRAMING ON UPPER EXT. WALLS. NAILS SHALL BE PLACED NOT LESS THAI 12" FROM EDGE OF PANEL AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. EXTEND SHEATHING OVER RIM AND NAIL TO RIM AND WALL PLATES 4" O.G. SHEAR WALL SCHEDULE TYPE SHEATHING NAIL EDGE FIELD TYPICAL 1/16" ONE SIDE 8d 6" O.G. 12" OG. SW -I 1/16" ONE SIDE 8d 4" O.G. 12" O.G. SW -2 1/16" ONE SIDE ed 3" O.C. 12" O.C. SW -3 1/16" ONE SIDE ed 2" D.C. 12" OG. NOTE: 16 GAUGE STAPLES MAY BE SUBSTITUTED FOR 8d NAILS AT 12 SPACING ON TYPICAL AND SW -1. SW -2 AND SW -3 REQUIRE 3X OR (2) 2X ON JOINING PANEL EDGES. 0 WINDOW 5GHEDULE x SLID BH - slN� wN6 M - rlcrjm HINDOW MARK SIZE QTY. DESCRIPTION A 81-ONSI-0" xox I WALL BETWEEN GARAGE 4 HOUSE D 3'-6'x3'-6" 5L I SLAB ON GRADE FOUNDATION WALLS H G'-0" 5L. GLASS DOOR 1 UTILITY CLOSET - IN GARAGE FIRE DOOR 4 5/8" JAM - FLUSH STEEL 0 Y¢OQ INSULATION VALUES 4 WINDOWS 0-32 U -FACTOR WINDOWS R-50 EXTERIOR CEILINGS R-22 EXTERIOR WALLS R-22 WALL BETWEEN GARAGE 4 HOUSE R-30 FLOOR ABOVE GARAGE R-10 4 FT SLAB ON GRADE FOUNDATION WALLS n DOOR SCHEDULE MARK SIZE QTY. DESCRIPTION 131 SQ" FT, x V-13, i 6 518m JAM 2 3. -O'":':x 6'-8" I GAR Ar.,E HOUSE 15009 FIRE DOOR 6'5/8' JAM 3 5'-O'.x 6'-B" I UTILITY CLOSET - IN GARAGE FIRE DOOR 4 5/8" JAM - FLUSH STEEL 0 Y¢OQ 0 -SQUARE FOOTAGE AREA 5EGOND FLOOR 858 SQ, FT, MAIN FLOOR 131 SQ" FT, TOTAL 1,589 SQ. FT GARAGE 461 SQ. F7. JIG•C Wok wM 59 "HARTFORD11 MODEL all Z W z`o� JIG•C Wok wM 59 Z_ �W W 5 0 Y¢OQ 0 M LU C:) 0 O LU C) = OUj �y O 00 it (nW 3: N 2 Z OJF-GW) _ J = C) FU m ed[ U } LUN Y In 0-1 Q � LU Ul DRAWN BY: J.H. DATE: 5-21-2018 F21 I. 2, O ADDRESS: h �E� Co qqQ co SFIr�' }3 J SHEET NUMBER: ------- - - - - -- --1 ----------------- ---------------- ------------------------------- I JOIST SCHEDULE V, BEAM A5 QTY LENGTH OF CUT PER PLAN NOTE5 !2) TOP — — — 5 DROP BEAM (5) 20'-0" PLATES_ J2: 6 1/8" INTO GARAGE 30'-1" (6) 32'-0" J3: 14 25'-i 1/2" (14) 28'-0" J4: 1 20'-O" (1) 22'-0" 15/4" x q 1/2" LVL (1) 15/4" x q 1/2" x 24'-0" LVL FB -8: (5) 2x6 (2) 1 3/4" x q 1/2" LVL F5-1: 1 (2) 1 5/a° x II Ys" LVL (I) 1 5/a° x 11 Ye" x 44'-0" LVL UNDER 1 (2) 1 5/a° x 11 Ye" LVL FB -14: 1 BEAM COLUMN TO 1 WALL DETAILS 6 5/a" x 18" x 22'-0" GLS E SCALE: NONE JOIST SCHEDULE V, J015T QTY LENGTH OF CUT LENGTH ORDER NOTE5 JI: 5 15'-3" (5) 20'-0" U5E LEFTOVER J015T FOR BLOODING J2: 6 30'-1" (6) 32'-0" J3: 14 25'-i 1/2" (14) 28'-0" J4: 1 20'-O" (1) 22'-0" 15/4" x q 1/2" LVL (1) 15/4" x q 1/2" x 24'-0" LVL FB -8: 1 (2) 1 3/4" x q 1/2" LVL F5-1: FLOOR BEAM SONEDULE BEAM NU15ER OF OPENINGS BEAM TYPE LUMBER ORDER TO U5E NOTE5 FB -2: 3 (2) 2 x 10'5 (2) 2 x 10 x 16'-0" F15-5: 1 (2) 2 x 10'5 F5-3: 1 (2) 1 %'4" x "1 Ya" LVL (V I %" x "I Y4" x 14'-0" LVL 15/4" x q 1/2" LVL (1) 15/4" x q 1/2" x 24'-0" LVL FB -8: 1 (2) 1 3/4" x q 1/2" LVL F5-1: 1 (2) 1 5/a° x II Ys" LVL (I) 1 5/a° x 11 Ye" x 44'-0" LVL F5-4: 1 (2) 1 5/a° x 11 Ye" LVL FB -14: 1 (2) 1 5/4" x 11 Ye" LVL FB -15: 1 6 5/d' x 18" GLB 6 5/a" x 18" x 22'-0" GLS ----------- ---------- --------— -- —— 8L• 9LIDEE —————————— I I I SHEAR WALL NOTES i I MARK n R-30 4 /-\ SOAKER EXTERIORALL WALLS AND VERTICAL EI O C 6W-1 B 5' -0•x4' -O" 5L SHEATHED WITH 1 6" APA RATED24/0 OR 5ETTER STRUC TURAL WOOD PANELS. �, °�"„' ,� o '0 w LU O / TILE 5URROU BLOCK ALL HORZ EDGES WITH 2" NOM. OR WIDER 2" OR WIDER FRAMING ATo `o o v J.H. DATE: ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED WHEN 10d NAILS ARE ,E :a 2 m E � s-191-19018 E 3'-O"x5'-O" 514 SPACED 3" O.C. OR LESS. SHEATHING SHALL EXTEND CONTINUOUS FROM FLOOR. TO o F 2'-6"x5'-0" SH TOP PLATE FRAMING ON UPPER EXT. WALLS. NAILS SHALL BE PLACED NOT LESS E UU.I.G. I G 31-011xi'-0" PIC. THAN I/2" FROM EDGE OF PANEL AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE I TEMP. GLASS fY SURFACE OF THE SHEATHING. EXTEND SHEATHING OVER RIM AND NAIL TO RIM AND o t ■T SW -1 WALL PLATES 4" O.C. 0 3 b M. SDRM q UN VINY TO BE2x6m16"C SHEAR WALL SCHEDULE u G Cs — Y 1 iI ! �l -- — - - -—' I BDRM #3 ~ i ;ACK --14 4. INTERIOR NON > MALLS -- TYPE SHEATHING NAIL EDGE FIELD 10'_4"x10'_5° - m SW -I '■ TYPICAL 1/16" ONE SIDE ad 6" Q.C. 12" O.C. 01 5W-1 1/16" ONE SIDE Sd 4" O.G. 12" O.G. SW -2 1/16" ONE SIDE 8d 3" O.C. 12" O.C. SW -3 1A6" ONE SIDE ad 2" O.C. 12" OL. 42 NOTE: 16 GAUGE STAPLES MAY BE SUBSTITUTED FOR ad NAILS AT 1/2 SPACING ON 6'-10 1/2' TYPICAL AND SW -I. SW -2 AND SW -3 REQJIRE 3X OR (2) 2X ON JOINING PANEL EDGES. 'T_1 i/2" m 5'-11/2• 5'-V 1. 1 I 1'-4• 1'-6. SW -1 Y 8L• 9LIDEE I SCHEDULE SW.SIN" 4"s qyN O] i I MARK n R-30 4 /-\ SOAKER zoo O C 6W-1 B 5' -0•x4' -O" 5L SW -I I w LU O / TILE 5URROU rho 2 J.H. DATE: s-191-19018 E 3'-O"x5'-O" 514 1 F 2'-6"x5'-0" SH I UU.I.G. I G 31-011xi'-0" PIC. I TEMP. GLASS fY 1 i j ■T SW -1 5D — I M. SDRM q UN VINY TO BE2x6m16"C (2) TOP PLA.71-7,5 Cs — Y 1 iI ! �l -- — - - -—' I BDRM #3 ~ i ;ACK --14 4. INTERIOR NON > MALLS -- TO BE 2x4 0 IC 10'_4"x10'_5° - m SW -I '■ 01 42 6'-10 1/2' VINYL' „�w� 'T_1 i/2" m 14'-4 W 2-41/2' 51-9, 10'74' gg'-O• — — I}� I 1 — I F s 4'-03/4' 4'-41/4' i9j • 4'-2' 3f0'\ 3-5 tn' tV _ 1'-41rz' 1� 2'-41rz' t 2111 n N II SI TINGA f I 11 as 6'-1 "x9'_0" 4 3u ° INT .o I P BDRM #2 -1 TPH. z 11 aD 10'_6"x10'-10" �- 0 11 1 a Irz. 1'-6. SW -1 Y 8L• 9LIDEE I SCHEDULE SW.SIN" 4"s qyN O] i I MARK n R-30 4 DESCRIPTION SOAKER zoo O C �W B 5' -0•x4' -O" 5L / I w LU O / TILE 5URROU rho 2 J.H. DATE: s-191-19018 E 3'-O"x5'-O" 514 1 F 2'-6"x5'-0" SH I TB 1P. GLA55 G 31-011xi'-0" PIC. I TEMP. GLASS MPH 1 i j ■T SW -1 5D — I 1. HOUSE EXTERIOR I. q UN VINY TO BE2x6m16"C (2) TOP PLA.71-7,5 Cs — Y 1 iI ! �l -- — - - -—' I TO BE 2x 'br. W/ --14 4. INTERIOR NON > MALLS -- TO BE 2x4 0 IC SW -I '■ E 6'-10 1/2' 'T_1 i/2" 10'-4 In' 2-41/2' 51-9, 10'74' gg'-O• — — I}� S d^nMn I VEL Atf;G ACCeSS PWde 22"x30" mim: access where attic clecr heiylrt sxceks 30" Reviewed for Code Compliance 0 Building Inspector INSULATION VALUES 4 WINDOWS 0-32 U -FACTOR 8L• 9LIDEE I SCHEDULE SW.SIN" 4"s qyN O] i I Reviewed for Code Compliance 0 Building Inspector INSULATION VALUES 4 WINDOWS 0-32 U -FACTOR 8L• 9LIDEE WINDOW SCHEDULE SW.SIN" 4"s ZL mo . PICTURE HNDOW MARK SIZE R-30 QTY. DESCRIPTION A zoo O C �W B 5' -0•x4' -O" 5L / I w LU O 5'-01,4'-0" SL rho 2 J.H. DATE: s-191-19018 E 3'-O"x5'-O" 514 1 F 2'-6"x5'-0" SH I TB 1P. GLA55 G 31-011xi'-0" PIC. I TEMP. GLASS MPH FRAMING -c 1. HOUSE EXTERIOR I. TO BE2x6m16"C (2) TOP PLA.71-7,5 3 INTERIf. yr AALL TO BE 2x 'br. W/ (2) TOP PL 4. INTERIOR NON > MALLS TO BE 2x4 0 IC (21 TOP PLAM.5 Reviewed for Code Compliance 0 Building Inspector INSULATION VALUES 4 WINDOWS 0-32 U -FACTOR WINDOWS R-50 EXTERIOR CEILINGS R-22 EXTERIOR WALLS R-22 WALL BETWEEN GARAGE 4 HOUSE R-30 FLOOR ABOVE GARAGE R-10 4 FT SLAB ON GRADE FOUNDATION WALL5 O W = Z m � w 0 ca , De I-No� N Z 0 z = co ¢� U } W N Y l-- ui W �0 000 .0 s Uan � UJ 1j1j ;m C Z ■� WQ o zoo O C �W }-w Wos / YOQ w LU 0 x m rho O W = Z m � w 0 ca , De I-No� N Z 0 z = co ¢� U } W N Y l-- ui W �0 000 ADDRESS: 51=1589 SHEET NUMBER; 04V l 1/4" = I' -O" SCALE (FULL SIZE 24" x 36" PAPER) "HARTFORD" MODEL �S 1/8" = 1'-0" SCALE (HALF SIZE 11" x 11" PAPER) I I I I I W J Q O � U 4 z W w LU x m DRAWN BY: J.H. DATE: s-191-19018 ADDRESS: 51=1589 SHEET NUMBER; 04V l 1/4" = I' -O" SCALE (FULL SIZE 24" x 36" PAPER) "HARTFORD" MODEL �S 1/8" = 1'-0" SCALE (HALF SIZE 11" x 11" PAPER) I I I I I —— --————--—---- NUMBER E�1� I i C I I HEADER TRIMMER CONNECTION - FOR HEADERS LESS THAN 5 LONG - NAIL TO KING STUD USING (6)16d NAILS - FOR HEADERS 5- 8'4" LONG - INSTALL TWO ACE EA. END OR 12" LONG CS16 STRAP - USE (2) TRIMMERS - FOR HEADERS 9'-18' LONG - INSTALL TWO ST18 EA. END - USE (2) TRIMMERS - INSTALL MST48 THROUGH FLOOR DIAPHRAGM IF APPLICABLE - INSTALL STHD10 OR HTT22 OR HDU TO CONCRETE OR NAIL POST TO WALL SHEATHING ROOF- BEAM SCHEDULE NUMBER E�1� BEAM TYPE LUMBER ORDER TO USE NOTES KRB-4: .0 ` (2) 2 x 10's (2) 2 x l0 x 20'-0" V1 z�^ 1 (2) 2 x 10's z `o 2 (2) 2 x 10's ��=^^ RB -2: 1 (2) 1 s/4" x "I Ya" LVL (2) 1 %4" x '1 Ya" x 12'-0" LVL Z� R5-3: 1 (2) 1 314" x 11 3's" LVL (2) 1 %4" x 11 Ye" x 22'-0" LVL woS O / Y M 2¢ PRE -FAB TRU55E5 2x4 WRAP AROUND TOP 116" LEVER R (TYP) t/ ATTIC AOOESS DETAIL A SCALE: NONE GITY I ROOF FRAMING NG 1/4" = 1'-0" SCALE (FULL SIZE 24" x 36" PAPER) 1/8" = 1'-0" SCALE (HALF SIZE Ii" x 17" PAPER) Reviewed for Code Compliance 1 J. Building Inspector U) WW G = o q QW a U n�s 0 L L Ino O N 6 W KWON ZO-� L1.1 C) UWva Ne QL0 0 U- 0 BY: J.H. 5—Zf-2018 1, 2, ADDRESS: A � CA Cq r& F w 0, ..C4 V c k JOB: SF -I559 SHEET NUMBER: "HARTFORD" 1" IODEL YAO .0 ` 0 V1 z�^ Qj z `o ��=^^ U.10 W cr :.. V• Z� W woS O / Y M 2¢ r�M0 U) WW G = o q QW a U n�s 0 L L Ino O N 6 W KWON ZO-� L1.1 C) UWva Ne QL0 0 U- 0 BY: J.H. 5—Zf-2018 1, 2, ADDRESS: A � CA Cq r& F w 0, ..C4 V c k JOB: SF -I559 SHEET NUMBER: "HARTFORD" 1" IODEL YAO - --- ----------------- - - - - - - I I II II DINING W/5 I 0 f=urzN. <TCHE I a i IE K �6F1 - OUTLET POR A/C UNIT Z PREp OR fL IUNT MAIN ELECTRICAL LAYOUTS ELECTRICAL 1/4" = I' -O" SCALE (FULL SIZE 24" x 36" PAPER) I/S" = I' -O" SCALE (HALF 51ZE II" x Il" PAPER) r I T"fi PStAT I lj� I ARI \ T h SITTING M. BDRM >I iAfl - ry .IAac 9API i s i r s d09 — SECOND ELECTRICAL LAYOUTS �� 2E O= o 0 w T z m� p. �ooN o N Z ti F Lu z = 00 mo x N F-� �Lu v rn W DRAWN BY: J.H. DATE: 5-2f-ZO18 2. 3. — ELECTRICAL LEGEND 4a 110 V. OUTLET Go 6' FLUSH MOUNT L1614T '&220 220 V. OUTLET IS' PLUSH MOUNT L1614T M HEATNERPROOF 125 V. OUTLET I IP FLISN MOUNT L164T m GROUND -FAULT 125 V. OUTLET (D6 6' MSNROOM GROUND -FAULT 8 WATERPROOF 110 V. OUTLET DIN DINING ROOM C+LANDELIER a ARO -FAULT 125 V. OUTLET ® RECESSED CAN LIGHT p, SURFACE MOUNT L16HT-WEATWERI ROFF SWITCH FLUORISCENT L164T (2) EULE 99DM CARBON MONOXIDE 0 SMOKE DETECTOR (CEILING) NE FLUORESCENT LIGHT (4) EUI..B SMOKE DETECTOR (CEILING) ® KEYLESS MOUNT TWREE LIGHT FIXTURE © D94A 15T FAN FIVE LIGHT FIXTURE ®� GARBAGE DIWO5AL O FENDENT LIGHT -0r PWONE ® 50ON5 LIGHTS TMW151OV OUTLET gym.. (2) JACK, INTERNET { GABLE ® THERMOSTAT FAN W/ LIGHT GARAGE DOOR OPENER M. BDRM >I iAfl - ry .IAac 9API i s i r s d09 — SECOND ELECTRICAL LAYOUTS �� 2E O= o 0 w T z m� p. �ooN o N Z ti F Lu z = 00 mo x N F-� �Lu v rn W DRAWN BY: J.H. DATE: 5-2f-ZO18 2. 3. — -� I I I I I I I I I I I I I I I I i I� I I I \\ I 13 1x4 SMARTSIDE ROCK SEAL (TYP) SHEATHING \ (�) I ROCK SEAL �\ (TYP) ROCK lu ROCK (TYP) IyLm (TYP) ROCK 11 1 C _ = TYP.. ` Vag zLu,o c N o b a VI ej �Nao 00 C ?oo 8 d a b 0' 40i m BEAM IF �• �• a , GALLED OUT m m ❑ V s s U n ON PLAN p G N 4 t O a 10. Ix4 SMARTSIDE �(rYP) > v a2 _o�� U T o 4X4 SMART5IDE © n \\ COLUMN ' SHEATHING \\ I 13 1x4 SMARTSIDE ROCK SEAL (TYP) SHEATHING \ (�) I ROCK SEAL �\ (TYP) ROCK lu ROCK (TYP) IyLm (TYP) I I I I I I I 11 1 I I I I I I I Ao 11 ` Vag zLu,o I I I I I I I Ao ` Vag zLu,o VI ej �Nao C ?oo I I I I I I I - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - -- - - - - - _. __ - - - - - - - - -- -------- - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I BRICK VENEER SHEAR WALL SHEATHING slMPsoN SIDE VIEW 2X4 STUDS ® SEE NOTES EXTEND CONT. 1/2" X 10" J -BOLTS FDN. TO ROOF FND. WALL ISx D' (Typ) CONNECTOR GARAGE IV, O.C. 0 32" O.C. (SEE PLAN) 3 MIN 2 x CONT. SILL PLATE SEE POST 4�� GRESTE SLAB. CONT. FOOTING SHEAR WALL NOTES FOR SIMPSON CONNECTOR 4 GRAVEL PEE PLAN FOR POWDER ACTUATED SIZE AND FM -ENFORCEMENT. ANCHOR BOLTS (2) 04 DIAGONAL (SEE PLAN) 0 ROUND CONCRETE COLUMN NAILS 0 16" O.C. 4" CONIC SLAB #4 BARS AS PER PLAN IN FIND. WALL r FRONT VIEW WING. WALL Jim% z 4 GARAGE 04 BARS STIRRUPS 0 all oic. W/ (2) =1 V CONCRIZ'Er SLA® I M I IEE 4 STIRRUPS a 31, O.C. 4r 8" FND. WALL TYPICAL WITHIN 3" Or THE TOP JEJ I JE 4 mnL—L Cl 10" FOR 2 X 6 FRAMING W/ 11:. II ft4 BRICK VENEER I II III(4)- 04 BARS VERT. / T t �w� r- �I 11: D ATION WAL GRAVEL 4 ' #4 DOWELS AS PER PLAN FOOTING L3 A (Typ) 11w a -III81-OT FOOTING (SEE Lu FOOTING SCHEDULE) 111 =A ==9 LU 4 w NATIVE 901 FOOTING AS PER PLAN FOOTING A ej 0CR =1 I IEEI I lEil I M I 1=1 I 1=1 1I-II C ffs I PATIO FOOT r-TI35- DETAIL RAGE SLAB TO -004E)_ CONNECTION INTERIOR BEARING WALL �AT1014 �WALL. FOOTING F00TIW_% STEP 111- 5 Ae 16.5 0 C < 0 k1=1 W W UD d z a �3 0 —r NTS NITS Lu z I_ N_ UJOD _J 2� Y 0 ir 0 ,< 0 BE 0 BEARING WALLS TO BE CONSTRUCTED AS FOLLOWS: LAP OSB SHEATHING ACROSS RIM JOIST INSTALL HANGER UPSIDE LAP SHEATHING FROM WALL ABOVE TO ACROSS RIM JOIST EI,ID3/4" PLYWOOD DOWN EA. JOIST BOTTOM OF JOIST FROM WALL ABOVE TO LENGTH 8 d NAILS ®4" D.C. HEIGHT STUD FRAMING FLOOR JOISTS PER MUD SILL FLOOR JOISTS PER METAL FLASHING FLOOR FRAMING PLAN CUT LENGTH FLOOR SHEATHING METAL FLASHING FLOOR FRAMING PLAN 0' TO 10' 2 4's @ 16"0.c. DECK FLOORING CHOICEDEK DECK NG FLOORING 'SH ___�FLOOR JOIST SEE PLAN x 11 00 10' TO 12' 2x4's @ 12"0. C. (2)10d OR 16d E JOIST E VR 2" WASHER 000 12' TO 14' 2x6's @ 16 0. C. VINYL RAILING (PER CODE) VINYL RAILING (PER CODE) CLEAR SPAN D<I k TO WALL TOP PLATE 1) 14' TO 16 2x6's @ 12 O. C. SIMPSON FOR DECKS OVER 8' AS REQ. BY MANUF. BLOCKING W1 10d 0 6" O.C. 12 @ SIMPSON 2 x DECK JOISTS FOR DECKS VIER 8 HANGER SEE PLANS 2 x DECK JOISTS HANGER PL DEEP OR 8' WIDE SEE P ANS 2'-0" DTT2 0 EA. END OF ISE mm 06 SIRAPS'w Um r 111 BMUK RM CHR ON RIA W OR BRIER OW SHEATOG DM 00 IN M 3/4! 0W TW RATE A35EAC H JOTS 16' TO 20, 2x6 LSL's 12 O.C. DEEP OR 8 WIDE IX Ms NIR As DTT2 ®EA. -ND Of IPERS MIN. DECK W/ %" OSB PER SCIEUL BODY U MGM IXMID WIFIR WALLS TALLER THAN 20' AND/OR DECK W/ �" OSB 2 x LEDGER W 1/2"0 x 4" 2 x LEDGER W/ 1/2"0 x 4" FILLER EACH SIDE OF JOIST END AMOSSWEEND/ftIM"JOINT LENGTH =6 SRWS ARE NO WOURD F OPENINGS GREATER THAN 6' WIDE FILLER ONE SIDE OF LAGS 012" O.C. JOIST LAGS 0 16" O.C. STAGGERED FASTEN WITH (8) Provide mini V SIOWGISLIPMASPERAW _7/16" OSB TO BE SPECIFIED BY ENGINEER &16d NAILS 08" O.C. FASTEN W11H (8) Y4- X IY2- SIDS SCREWS and distance "d d (2)10d OR 16d SINKER NAILS 0 EA JOIST USE DBL KING STUDS ON ALL WALLS STAGGERED X 1X" SIDS SORE Equal number of 2 STUDS @ 16" D.C. specified specified nails in all, in x 10HIGH, USE 2X6 STUDS FOR ALL sach and Sim son Strong -Tie WALLS SUPPORTING OVER TWO LOADS C96 LEC)GER_ TO CANT- FLOOR @)9,2gj� ATTACHMENT�Ifp DETAIL 10 NERIOR SHEAR WALL NT5 NTS IN NTS EXTEND HEADER THROUGH WNGWAI_LS MIN Wr x 11116" Lw FAST]'N TOP PLATE TO HEADER WTH TWO RD 'Fj"""ENNAH_SAT 3" O.C. TYP, SPLICE STRAP OPPOSITE OF SHEATING (INSIDE WALL) IF -(2)-2x TOP �I A�A FRAMING AND SHEATHING ON THE PLANS. WHERE SHEATHING 15 LAIC) WITH FACE GRAIN PARALLEL TO FRAMING, 5 PLY SON C516X24 ON EQ,) (SIMPSON VARIES MINIMUM SHEATHING SHALL BE USED. SHEATHING SHALL CONFORM TO APA STANDARDS PS -1 AND NER-108 EXPOSURE. USE AS FOLLOWS UNLESS OTHERWISE NOTED IN PLANS. —FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" D.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYR. THE CONTRACTOR SHALL USE THE FOLLOWING LUMBER GRADES UNLESS OTHERWISE NOTED; EXCEPT WHERE OTHERWISE NOTED, CONNECT ALL WOOD TO GONCIRETE, WOOD TO STEEL AND MIN. WOTH 16" FOR ONE STORY STRUCTURES MN. WDTH 24' FOR USE IN THE FIRST OF TWO STORY STRUCTURE JOISTS HEII FIR #2 4 BTR P400D TO WOOD (EXCEPT STUD TO PLATE) WITH SIMPSON METAL CONNECTORS. SOLID 2" MAX. END NAIL NOMINAL BLOCKING SHALL BE PROVIDED AT ENDS OR POINTS OF SUPPORT OF ALL WOOD HEIGHT 10'1—MIN 20 FRAMING PARALLATIS PER MANUF. SPEC. JOISTS AND TRUSSES. INSTALL JOIST, RAFTER, AND BEAM HANGERS It POST GAPS PER FOR A PANEL SPLICE-// STUDS HEADERS HEM FIR #2 $ BTR PRE -FAB TRUSSES 4 JOIST PER MANUF. SPEC. MANUFACTURES SPECIFICATIONS. U! E (IF NEEDED). PANEL —7/16' PROVIDE lbd NAILS BEARING WALL STUDS HEM FIR #2 $ BTR MIN. THICKNESS MOD EDGES SHALL BE STAGGERED. EVENLY SPACED MINIMUM NAILING SHALL BE AS PER SHEAR WALL SCHEDULE. STAPLES CAN BE SUBSTITUTED1 HURRICANE TIES ®24" O.C. I/ STRUCTURAL PANEL SHEATHING ONE SIDE BLOCKED AND OCCUR WITHIN 2C OF MID- BETWEEN EACH SPLICE r.. C.C. SILL PLATES PRESSURE TREATED HEM FIR #2 4 BTR POSTS NEM FIR #1 4 BTR FOR NAILS AT HALF SPACING. PROVIDE SOLID BEARING THROUGH FLOOR SYSTEMS AND LU SIMPSON STHD14(RJ) HEIGHT. ONE ROW OF POSTS DOWN TO GONG. FTG. w N SOLID BLOCKING- BETWEEN OR HDU5 TYP. SHEATHING -TO- FRAMING NAILING Is EXT DECK JOIST 4 BEAMS PRESSURE TREATED HEM FIR #2 $ BTR 3: REQUIRED. IF 20 BLOCKING S NOTE THE CONTRACTOR SHALL FOLLOW THE MINIMUM NAILING SCHEDULE LISTED IN THE UE30 TABLE USED. THE 2X4'S MUST EACH PIECE OF STRUCTURAL LUMBER, SHEATHING, AND TIMBER SHALL BE MARKED WITH A 25-Q USE COMMON NAILS WHEREVER NAILS ARE SPECIFIED FOR SWEAR WALLS OR X12' FOUNDATON BOLT BE NAILED TOGETHER WITH 3 16D SINKERS I. STAGGER BPL OF TOP AND BOTTOM PLATES COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS 15 TO ESTABLISH SINKERS MAY BE USED IN ALL OTHER LOCATIONS. OR %' X 12' TTAN HO BOLT 0 6' MINIMUM ALIGN ABOVE STUDSDIAPHRAGMS. ALL LUMBER GRADES. THE ORGANIZATION, GRADING, AND GRADE MARKING SHALL BE SUBJECT TO W/ 3- X 3- WASHER APPROVAL BY THE ENGINEER. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL BEARING OR SWEAR WALLS PARALLEL TO DIRECTION OF FRAMING. PROVIDE DOUBLE FLOOR JOISTS UNDER WINDOW AND DOOR THE SIZING AND SURFACING OF ALL LUMBER EXCEPT WHERE SPECIFICALLY NOTED TRIMMERS AND AT OUTSIDE EDGES Or ALL CANTILEVERED FLOOR SECTIONS, 2- LAYERS or FELT u OTHERWISE SHALL BE MILL SIZED AND SURFACED ON 4 SIDES. ALL LUMBER SHALL BE TOP AND BOTTOM PLATES BEHIND BRICK 4 STUCCO STRAIGHT STOCK FREE FROM WARPS AND SINGLE LENGTH PIECES. SPLICING SHALL NOT BE BOLTS SHALL BE INSTALLED IN HOLES BORED A" LARGER THAN THE BOLT DIAMETER. BOLTS TO BE NAILED -7m O.C. PERMITTED EXCEPT WHERE NOTED OR APPROVED BY THE ENGINEER. AND NUTS SEATING ON WOOD SHALL HAVE 2" X 2" X Ye" OUT STEEL WASHERS UNDER ALL DROP 055 SHEATHING DOWN HEADS AND NUTS. NUTS SHALL BE SCREWED TIGHT. COUNTER BORE FOR HEADS AND NUTS OVER RIM JOIST LUMBER SHALL BE AT LEAST OF THE GRADES NOTED ABOVE UNLESS OTHERWISE NOTED ON ONLY WHERE NOTED ON THE DRAWINGS AND THEN ONLY TO SUFFICIENT DEPTH TO FLUSH T.J.1. FLOOR SYS. QJ!Nq�"�R� �16T OT TOP PLA"IrE t4AILIW_1 THE PLANS. ALL LUMBER SHALL BE SURFACED AND FREE OF HEART CENTER. LUMBER SHALL MEET SPECIES AND COMMERCIAL GRADE AS INDICATED ON THE PLANS AND THE DESIGN NUT OR HEAD. CUT OFF EXCESSIVE BOLT LENGTH AS REQUIRED AND NICK THE BOLT THREADS TO PREVENT NUT MOVEMENT OR LOOSENING. VALUES FOR VISUALLY GRADED LUMBER IN ACCORDANCE WITH THE NATIONAL DESIGN ANCHOR BOLT FINISHED GRADE SPACE. AS PER ENG. SPECIFICATION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, WHEREVER 15 GREATER. CONTRACTOR AND ALL SUB -CONTRACTORS SHALL FOLLOW ALL STANDARD BUILDING BASE VALUES SHOWN MAY BE ADJUSTED IN ACCORDANCE WITH THE NATIONAL DESIGN CODES, PRACTICES, AND REQUIREMENTS AS LISTED IN THE 2012 IRC. SPECIFICATION. OF INDICATES DOUGLAS FIR, HF INDICATES HEM FIR, RD INDICATES REDWOOD, 04 BARS E/W W1 I BAR 4" FROM AND SDF INDICATES SPRUCE PINE FIR, USE BALLOON FRAMING METHOD TO CONNECT FLOOR SYSTEMS IN SPLIT LEVEL DESIGNS. TOP 4 BOT EARTH FILL TOM\fj 2X4 STUDS o V/ FOOTING, FOUNDATION AND GONCRETE USE APPROPRIATE SIMP50N TIES/HARDWARE TO CONNECT ALL HEADERS TO POST OR USE DOUBLE FLOOR JOIST UNDER EA. END Or SHEAR WALLS OVER CANT. FLOOR SECTIONS. IC 11 or- TRIMMERS FOR LONG AND LONGER. ALL MULTIPLE BEAMS AND HEADERS RIEBAR SPADING AS ALL HEADERS 6' INSTALL JOIST AND RAFTER HANGERS AS PER MANUFACTURERS SPECIFICATIONS. UNLESS PER ENG. SPEC. NO CONT. FOOTING ALL FOOTINGS ARE EASED ON ALLOWABLE SOIL BEARING PRESSURE Or 1500 PSF. SHALL BE NAILED USING 16D 0 16" O.G. THREE ROWS. OTHERWISE NOTED CONNECT ALL HEADER TO STUD/POST, POST TO FLOOR, BEAM TO BEAM, SEE PLAN FOR FOOTINGS SHALL SEAR ON UNDISTURBED SOIL OR ENGINEERED GRANULAR FILL RAFTER TO HALL OR TRUSS, ETC. WITH APPROPRIATE METAL CONNECTORS. USE METAL POWDER ACTUATED SIZE AND RE -ENFORCEMENT. COMPACTED TO SS% OF MAXIMUM DENSITY. NO FOOTINGS SHALL BE PLACED IN ALL 2X4 STUDS TO BE MAX. 16" O.G. 2X6 STUDS TO BE MAX 24" O.G. FLOOR SHEATHINGHURRICANE CLIPS EACH END OF EACH TRUSS. VARIES NAILS III 16. O.G. OR 3 1/21, I�IEDGE ANCw WATER OR FROZEN GROUND. ALL FOOTINGS TO 5E PLACE AT MIN. BELOW LOCAL SHALL BE 3/4" T4G APA RATED 40/20 055 SHEATHING NAILED WITH Sd NAILS 6" O.C. AT 4" CONIC SLAB FROST DEPTH, CONTINUOUS AND MONOLITHIC FOUR CHANGES IN ELEV. SHALL BE ALL PANEL EDGES, SUPPORTED EDGES, AND ALL BLOCKING. USE Od NAILS 12" O.C. IN FIELD. ALL ROUGH HARDWARE, JOIST HANGERS, STRAPS, POST GAPS ETC, SHALL BE MANUFACTURED STEPPED WITH STEP HEIGHT NOT HIGHER THAN Y2 THE STEP LENGTH AND NOT NAILS SHALL BE MIN. 1/2" FROM EDGE OF PANEL. LAY SHEATHING LONG DIMENSIONS BY SIMPSON COMPANY OR AN APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF GREATER THAN 5 Fr. MRL 6" THICKNESS ON VERT. STEP. FOOTINGS TO HAVE 2 04 PERPENDICULAR WITH JOISTS AND GLUE WITH GLUE CONFORMING TO APA SPECS. FLOOR FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. BAR CONTINUOUS. NOTIFY ENGINEER IF: GRADE DROPS OVER b FEET IN 24 FEET (G.T. JOISTS SHALL BE BLOCKED AT ALL BEARING POINTS. BLOCK ALL HORZ. EDGES OF WALL I TO 3 SLOPE) SO THAT APPROPRIATE DESIGN CHANGES MAY BE MADE TO SHEATHING WITH 2 X 4 BLOCKING. EXTEND SHEATHING OVER RIM JOIST AND NAIL TO WALL FOUNDATION AND FOOTINGS. PLATES ABOVE AND BELOW. OR BREAK UPPER AND LOWER SHEETING AT MID HEIGHT OF RIM Ant! !l - AL EXTEND VER _T DOWELL TO BOARD. EXTEND SHEATHING DOWN TO SILL PLATE AND NAIL PER SHEAR WALL SCHEDULE. \0 WITHIN 5" OF TOP OF WALL GRAVEL ALL FOOTINGS, FOUNDATIONS, AND INTERIOR SLABS SHALL BE NORMAL WT. is 04 W/ q 0* IIICONCRETE WITH A COMPRESSIVE STRENGTH EQUAL TO AT LEAST 2,500 P51 WITHIN 28 TYPICAL ROOF SHEATHING SHALL BE 1/16" RATED 095 SHEATHING NAILED WITH 8d NAILS r9l, BAR BEND PERF DRAIN S STEM—III DAYS AFTER POURING. THE WATER/CEMENT RATIO SHALL BE NO GREATER THAN 50 O.C. AT PANEL EDGES, SUPPORTED EDGES, AND ALL BLOCKING WITH Od NAILS, 12" O.G. --d WITH A MINIMUM CEMENT CONTENT Or 504 LBS. PER CUBIC YARD ALL CONIC WOW ALONG INTERMEDIATE FRAMING MEMBERS. UNLESS OTHERWISE NOTED USE 2:2X10 WITH FLY 3 1/2" CONIC. SLAB SHALL BE PLACED, CURED, STRIPPED, AND PROTECTED AS DIRECTED SY THE FILLER FOP, BEARING HEADER. NOTE: FOR ROOF SNOW LOADS OVER 40 PSF USE 5/8" 055 3 9737 4' GRAVEL W/VAIII ALL REINFORCING SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI ST NATIVE 501L/-IIIT STANDARD 318. REINFORCEMENT SHALL 15E FREE FROM MUD AND OIL AND OTHER LAY SHEATHING WITH FACE GRAIN PERPENDICULAR TO FRAMING UNLESS SHOWN OTHERWISE 2- #4 BARS CONI NON-METALLIC COATINGS THAT HAMPERBONDINGCAPACITY. ALL SPLICES IN OF 0 CONTINUOUS REINFORCING SHALL LAP 30 BAR DIAMETERS. 41AM M. AS PER ENG. VERT 4 HORZ. 04 BAR (GRADE 60) AS PER FND SCHEDULE. OPENINGS TO HAVE I THIS SIGNATURE APPROVES VERT. 04 BAR EA. SIDE OF OPENING TIED TO HORZ BAR. 2 *4 BAR ABOVE AND 1 #4 STRUCTURAL ENGINEERING ONLY BELOW. WINDOW OPENING EXTENDING 36" BEYOND OPENING. USE ANCHOR BOLTS AS SHEET NUMBER: PER FND SCHEDULE USE SIMPSON STHDX(PJ) STRAPS AS NOTED ON DRAWING. OUNIERP2CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS LISTED ON SECTION MONOLITWICi SLAB THE DRAWING. VERIFICATION OF ALL SITE CONDITIONS INCLUDING SITE STABILITY 15 47--UJALL 0 WERIOR BEARM WALL THE RESPONSIBILITY Or OTHERS ILL DETAILS MAY NOT BE APPLICABLE TO YOUR PLANSSD Cr,>2 NTS ALLOW 14 DAYS FOR CONCRETE TO CURE PRIOR TO BACKFILL. - — - — - — - — — - S --------------------- 7/16" OSB SHEATHING 2x4STUDS ®16"O.C. 2x STUDS II I I I 11 11 1 11 7/16" OSB SEE SHEAR WALL NOTES NOTE: SEE SHEATHING NOTES FOR SHEAR WALLS SHEATHING NOT SHOWN LAP SHEATHING 2 x STUDS ® 16" O.C. (TYP)-2 2 x PLATE W/ 16d ®6" O.C. TO SILL PLATE 16 d NAILS ® 6" O.C. STAGGERED SHEAR WALL SHEATHING EXTENDS CONT. 3/4" T & G PLYWD. SHEATHING SOLID RIM BOARD TO TOP OF WALL (SEE SHEAR WALL NOTES) JOISTS d NAILS 0 6" O.C. 16d ®6" O.C. JOISTS W/ (2) 10d 16d SINKER ( 1 11 1 /8 FLOOR SHEATHING WOOD JOISTS — (SEE PLAN) W/(2) 10d OR 16d SINKER (2) 16d EACH BLOCK AT EA. JOIST EA. JOISTSTAGER JOINTS FLOOR JOIST 1 1 11 1 SOLID BLOCKING UNDER ALL SOLID WOOD BLOCKING BETWEEN MULTIPLE TRIMMERS JOISTS W/(2) 8d ® 6" O.C. @ SIMPSON A-35 BLOCKING TO SILL PLATE BLOCKING W/ 8d 0 6" O.C. AS REQ. M8d ® 32" O.C. OR LAP SHEATHING DOWN TO SILL SOLID RIM BOARD TO WALL TOP PLATE SOLID BLOCK ONE BAY AS REQ. BY MANUF. ® 32" O.C. W/ 10d NAILS 1 1 1) 1 WITH FLOOR A35 EA. JOISTr;A! 2 x CONT. SILL PLATE (SEE ONLF FOUUSEN DATION DOUBLE TOP PLATE STAGGER ALL LAPS SHEAR NOTES FOR A.B.) 4'-0" MIN. NAIL CONT W/ 16d ® 5" O.C. 2 x CONT. SILL PLATE (2) 10d OR 16d SINKERS (SEE SHEAR WALL NOTES) BREAK UPPER WALL SHEETING ON TOP PLATES SOLID EDGE NAILING 10d nails 0 4" o.c. CJS EA. JOIST BELOW OR ON RIM BOARD. 0 PERIMETER & TO C 7/16" OSB CONCRETE FOUNDATION BLOCKING AT WALLS 1/2" X 10" J—BOLTS ® 32" O.C. SEE TRUSS BLOCKING DETAILAx z USE 5/8" X 12" BOLT THROUGH — 2 x STUDS BOTH PLATES FOR DOUBLE PLATE, Z v o C 0 TRIPLE PLATES NOT ALLOWEDH NOTE: USE 5/8' J—BOLTS FOR H > 8'-0" Wpm CANT. FLOOR FRAMINCs NTS 2 WOOD JOIST FRAMING NTS 3 WOOD JOIST FRAMING NTS WOOD JOIST FRAMING HT'S HORIZ. SH$ATI-IINCs LAYOUT NTS J o Q C a � W � W J YOZ 020 Wm >- O 0 2' SAP POOP SWEAT14 NO = GAP ROOF SHEATHING — SHEAR WALL SHTG. CONT. TO ROOF TRM 0 24' OO. 7'>'*� 2x4 7 "SHEATHING LOW ROOF, EITHER SLOPED OR FLAT J 2 X 4 JOIST (MIN) RIDGE AT 24' O.O. 2 X 6 (MIND 2x4 TRUSSES TRUSSES 8d ® 4" O.C. PLYWD. TO 2x10 2x PLATE W! 2 X BLOCKING ROOF SHEATHING (SEE NAILING SPECS.) Sd NAILS 41 O.C. BLOCKINGNAILS (PLA TO IDE BETWEEN TRUSSES ROOF TRUSS 04" O.C. REDIFVERT. BEARI TO FULL B RooF 5WEATWI (BLOCK NOT REQUIRED TO SHEETING EXTENDS DOWN R4FT ATTACH TO SHEATHING) VARIABLE GAP (2° MAX) PAST LOWER ROOF ROOF SWEATWI BETWEEN BLOCK AND SHEATHING ad • 4- 04.7 Tae' INS ATOP OVER BUILD FOR VENTILATION 2x10 CONT. OR TRUSS aw W/4 16d ®EA S(TUD TOE NAIL BLOCK DOUBLE TOP PLATE OR IN VTOHE01-1 JNTO TOP R TTOPTRUSS PLATE STUD. W 8d ®6° 0.& 16d ® 6" O.C. BLOCKING DOUBLE TOP R Tmw EaROM c+ow SWAPED (EDGE W (2) 16d a MAOW TRUSS NAIL BLOCKS INTO I I UNLESS OTHERWISE NOTED SIDE OF TRUSSES W/ CONNECTOR ON DOUBLEroPFLATE SHEETING MAY STOP AT BLOCKING. 2x4aJ481Oc. 2 8d NAILS AT EACH END OF () EACH TRUSS EACH BLOCK END / SWAM WALL INTMOR OR M(TM I 16d NAILS O 4" O.G. ALIGN w TOSS PANEL POINTS (SEE ROOF FRAMING NOTE 2.4STUDS 0W0,0. \� FOR CONNECTOR T/K'9WF�'TNINS (� 1/I6, SHEATHING FRONT VIEW TSE) SIDE VIEW - -- - -- -"f 2x STUDS O I6" O.O. tRU88 DEFT+ -I ISLOCIGING E�MLSS BLOOK DETAIL NTS 8 LOW ROOF SHEAR WALL q ROOF OVERENdILD NTS NTS 7/16" OSB SHEATHING 2x4 BRACE ROOF ONE SIDE SHOWN SHEATHING EDGE CENTER AT PEAKSHEATHING FOR CLARITY W/ SOLID BLOCKING CONT, TOP PLATE AT 15'-0" O.C. 2"x SOLID BLOCKING / SIMPSON CS16X32" CENTER .BEAM ON KING STUD NAILHOSBRTORBLOCKING BRICK VENEER ATTACH TO FRAMING AS PER IRC R703.7 '" r ROOF SEE PTRRU55, LAN OR SIMPSON LCE4 W/ 8D @ 4" O.C. (4 PLACES) HD3 FLOOR -TO- 73 — � WALL SHEATHIN L FLOOR CS10X12"� STRAP SEE PLAN BRACE / SROUCTUREDS ONLY. 2 PLACES BEAM, SEE PLAN y SHEAR WALL Lu ONE CONTINUOUS OPENING(S) F OSB PIECE E n, GABLE ENCS' CUT AROUND SHEARWALL TRU55 OPENING. PLACE EDGE LU Cn L 6" x 3 1/2" x 5/16" x CONT. 4 AS CLOSE TO MIDDLE FOUNDATION N W/ 1/2"6 BOLTS 0 24" O.C. .�2X AS POSSIBLE. STUDS SHEAR WALL ----17- HOLDOWN SEE PLAN PER PLAN <' a (NOT ALWAYS NEEDED) d y1 A. .a < e GABLE 5s "CE DETAIL SRICIG VENEER CONNECTION 0-H EADER DETAIL 12 "Tg 13 FORCE TRANSFER SHEAR WALL NT5 NTS NTS NAILING, SEE FRAC-11NG NOTE ROOF SHEATHING, SEE PLAN \ROOF y PROOF TRUSS, SEE PLAN WHERE TRUSS SITS ON WALL, 57z) RUN WALL SHEATHING !�SROOF CONTINUOUS TO UNDERSIDE OF ® SHEATHING. PROVIDE EDGE NAILING PER SHEAR WALL F(2) 16d EACH END SCHEDULE ST TOP AND BOTTOM EDGE NAILING, SEE PLAN 9737 2X4 BRACE G 48" O.C. S 2X SHEAR WALL, SEE PLAN�7 WITH (2) Trod TO PLATEOF �Tq��pP <</AMM THIS SIGNATURE APPROVES STRUCTURAL. ENGINEERING ONLY SHEET NUMBER: PARALLEL to SHEAR WALL ALL DETAILS MAY NOT BE APPLICABLE TO YOUR PLANS SE: "TRUSSES