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I I,' W e�XK ii 51TE GOVERAGE TABULATION Ll ST OF VRAP41NSS: LOT WIDTH 50.00 50.00 ' I G I G0VER SHOOT / SITE PLAN I LOT 51 zE -7500 SF Al P I RST INLOOR PLAN I 15T FLOOR 1485 5F A2 SEGOlII0 FLOOR PLAN DETACHED GARAGE 45q 5F Aa EXT�R IOR ELEVATIONS IOTH STREET DRIVE, WALK5, 4 POOL DECK 1233 5F A4 EXTERIOR ELEVATIONS SFO' R16HT OP WAY NEW ENTRY 250 SF � FOUNDATION PLAN NEW PATIO 255 5F AIG PAD It STOOP 32 5F Ab FLOOR PRAM I NS PLAN S I TE PLAN NORTH TOTAL 50. FT. 324 5F Am? RIOOP PLAN A& DETACHED OARA&E PLANS SHI , 5GALE: 1' = 10'-0" LOT GOVERA6E 4q•7% Aga CMTA HW SARAM DETAILS AIO SWTIONS 4 DETAILS C: 1 All SWTIONS * DETAILS � 01 IST FLOOR BLEGTRIGA L ; .,08 No: 1 5-12 02 2ND INLOOR OLWIl"RIGA L , IRAHN 6Y: kqr--f5 DATE: 10-01-2018 moo& jTHIM MANS AM FOR EXCLUDIVE y I AND ARC NOT TOO D!.'�L1D I USC Of IMA611E:ARGFFI'TEGTIJftAL RAL DWI" . I I I • REVISIONS PRELIM I OS-I61-2013 PRELIM 2 08-26-2013 PRELIM 5 08-30-2013 GD I Oct-Oct-2013 2 061-16-2013 d GD 5 10-01-2013 32'-0' 2" 2' nP —I� SII V—I� 11 N 5-1/2" SOFFIT 5-1/2" SOFFIT — — — — — — — — — — — — — — PT 6X6 P05T WRAP 4 — — — 2'-I IN 3111 3' 2'-11" Q = I I TO 8X8 FIN15H I " I DIMENSION. 2 ,— O O O 4N - O .t RATIO `r 10' GL6 O = { IOI_/i - gl_I 11 m 12'-10" m � O Ii I = DININO " j U7 q E O 10 GL6 DOOR SCHEDULE Orn ' SVM. 517E TYPE MATERIAL QUAN. 71 O m OD I ■ I Y I 3-0 x8 0 FRENCH ENT DR COMP. INSUL. 2 = 2 3'-0'x8'0' GOMP051TE I PR m 3 21-0IIxbIO" PRMW DR, COMPOSITE I PR c0 4 2'-8"x8'O" INTER. DOOR COMPOSITE 2 f 5 21 A"xB'O" INTER. DOOR COMP051TE 2 I'-5" 2'-II' 4'-8' 2'-0' 6 2'-88'x8'O' POCKET DOOR COMPOSITE I(14 _ 1 1 3'-0"x810' """� D00R4 COMP. INSUL. I SET m 10 8 2'-8"x6'8" INTER. DOOR COW051TE b W m 2 x — 10 I " III PR. INTER OR dJ O — i 11 I'-6'x6'8" . DOOR r- — — — — — — — — �' /- Q� 1 11 I 11 12 2-0 xb 8 P DOOR GOMP051 TE 2 — r — 10' GL6 — v"' '; L45 2'-0'x6'8" . DOOR COMP051TE 2 o m 2'-8"x6'8" P DOOR COMPOSITE I2'-411xb'8" POG DOOR GOW051TEL I " III2-0x68 D d � 1 0 � O � o0 I NOTE: DOOR 5 IN PANTRY TO HAVE SLATE o "CHALKBOARD" SURFACE ON 51DE FAGIN6 KITGHEN 4 4 FAMILY ROOM I I I I I u► f N cv� 10' GL6 �p I m O I- 1 O I L— =� SVM. � SIZE� � TYPE MATERIAL HEAD H6T. QUAN. I = I I I d � i *; A 2-8 xbO S.H. W/MM11N VINYL 8-0 7 I I I DINING I '' ^j r I - B 2'-0"x2'O' FX. W/MUNTIN VINYL 8'-0" 2 I ,z IL 11-411 31-0" 1 II 1 " SIR W KNTIN VINYL61-011 lu O 2" c I m D Y-0"x5'011 5H. W/"TIN VINYL 8'-0" 3 8"I 4'-II (8"I 4'-II 18' d -A v 12'-1011 3'-4•�' 1'-�" V41. O E 3'-0'x6'0" S.H. W/MUNTIN VINYL 8'-0" 5lu ild F 2'-8"x5'4" 5.H. W/MUNTIN VINYL b'-8" 2 = I 6 2'-0"x2'0" S.H. W/MUNTIN VINYL b'-8" 4 I I I I I V r m ' 1 =I� H 3' 0"x4'0" S.H. 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Q p = PTO Q (V } m 1O O 5EGOW FLOOR }=LLXO GROOM `fl ® ,n o MUD ROOM O BEDROOM 22 CARPET HOOD ® O GL6 BR 2 CLOSET CARPET HOOD 13'-0" b'- 2' q'-II BATH 4 TILE Q ' u� LAUNDRY TILE } m O m ARPET HOOD BR 3 G T GST BATH T WOOD HALL 2 HOOD WDOD _ 10' GL6 - O O ( I ;fl CLOSET 4 SIIMASTE11;,' SUITE CARPET HOOD BOOKS =50OK5 001 I I WOOD I I ,HOOD COPPER GE I L I NS PLAN M I-0 MASTER TILE I 4111 3'-2" 3'-II' I I p 5GALE: 1/4" = 11_011 2' LNTRY PORCH I I 4 10' GL6 811 SOFFIT 811 SOFFIT — Q — - -- - - - - - - - - - — 8" SOFFIT - - - - - -- - - - - - - -- - PT 6Xb P05T WRAP 4" N GONG. STEP 4" DECORATIVE CHIPPENDALE " " " TO 8X8 FINISH 12 X 12 X36 O �'_q." RAILING � PEDESTAL — DIMENSION. 61-O" III-01 211 11_/SII I I-0II 1 I_/1II ' .. -l/ 32'-0' -V I'-O' 2 SQ. FT.TABULATION FIRST FLOOR HTD. 14g5 SF SECOND FLOOR HTV. 15gb SF TOTAL HTV. 30g1 5F s�EETI DETACHED 6ARASE 44q 5F P I RST FLOOR PLAN PATIO 255 SF ENTRY 250 SF 5GALE: 1/4" _ I1-O" SIDE ENTRY II SF TOTAL UNDER ROOF 4056 5F .Ion No= NOTE: 5ET BACK EXTERIOR FACE OF FRAMING 1/2" FROM DRAwN CY= DATE: 10-01-2013 EXTERIOR FACE OF 5LAB EDGE. THERE PLANS ARE POR THE EXCLUSIVE' USE OF IMASINE ARCHITECTURAL DMIONS I INC.AND ARE NOT TO DE REPRODUCED II i I i I I RI=B I S 101�1s PRELIM I 08-Iq-2013 PRELIM 2 08-26-2013 PRELIM 3 06-30-2013 Ia'-7 ' 12_qGD 1 061-Oct-2013 GD 2 Oa-16-2013 GD 3 10-01-2013 6'-3 " 2'-r ° L�iSO E L 114E AND 2'-0" 6' 3'-6" 3'-b" �'4 l'-O" 2'-II" — , 4�D� MIN i ----- SPLI HE # 4 RfPREENTS IMOD _ = L ----- d FOLD UWE � ------� e5' r SITS UNDER MTE J J J F . 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C705 � & FOLLOW ALL WINDOW AND R INSTALLATION AND FLASHING REQUIREMENTS PER MANUFACTURER. IN THE EVENT n - ® �t OF DISCREPANCIES BETWEEN THIS �4RCHITECTURrf,L DETAIL YERUS INSTALLATION DETAILS PROVIDED BY DOOR AND ® � 0 015 _ c� � nl 0 '` q' GL6 WII M� IUFRER I� TIF'1' ,�kREHITET IN a G WRITING IMM EOLkTELY FOR FIRTH ER DIRE L a3 �T1OM: d � LIQ _ IL =Kv �5 Q 3�■ 2'-I GAB =K� v U Q g O > I BUILT IN LII�1 ----144 4'-f0" 2--l' o �Q I ols cAB ole _ VAL S LING! 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DRIP EDGE OVER PT O o IX 1X2 NAILER ON 1X8 FASCIA. _ IX2 NAILER ON IX8 FASCIA. — — 11-u—III III II III " u m WOOD BRACKET "A" WOOD BRACKET 'A' oo 2X8 TRIM — 2X8 TRIM �l HARDIE-LAP 51DIN6 ON TYPAR — INFILTRATION BARRIER ON7116 ARCHITECTURAL FIBERGLASS5 5HIN6LE5 ON 'PEEL 4 STICK, STRUCTURAL SHEATHING UNDERLAYMENT ON 7116' STRUCTURAL 5HEATHIN6 14" TRIM BAND HARDIE-LAP 51DIN6 ON TYPAR INFILTRATION BARRIER ON lAb" 4" TRIM STRUCTURAL 5HEATHING PT 6X6 P05T WRAP TO 8X8 FIN15H DIMENSION. LiLdL 4" TRIM CEDAR SHAKE 51DIN6 ON TYPAR LLL INFILTRATION BARRIER ON 1/16" 2X6 TRIM STRUCTURAL 5HEATHIN6 PT bXb POST WRAP TO 2X8 TRIM 8X8 FINISH DIMENSION. 4' TRIM HARDIE-LAP 51DIW ON TYPAR INFILTRATION BARRIER ON 7/16" 5TRUGTURAL 5HEATHIN6 12" X 12" X 3 PEDESTAL b' TRIM b" TRIM sHEeTs TANKLE55 WATER HEATERS DECORATIVE CHIPPENDALE 2X6 TRIM RAILING DIRECT VENT LEFT SIDE ELEVATION JM NO- I�—I2I 5GALE: 1/4" = 1'-0" DRAWN BY: plaff8 DATE: 10-0I-2013 THESE PLANS ARE FOR THE EXCLUSIVE USE OF IMAGINE ARCHITECTURAL DESIGNS INC.AND ARG NOT TO DE REPRODUCED RE=V I s l otos PRELIM I 08-IQ-2013 PRELIM 2 08-26-2013 PRELIM 3 Ob-30-2013 CIO 1 041-0 -2015 32'-2�' GD 2 091-16-2013 ! la'-II " " 1/2' THREADED ROD - 1/2" THREADED ROD - GD 3 10-01-2015 1!-101 12-3 LOCATIONS SHOWN ON LOCATIONS SHOWN ON 5TR1ZTURAL PLAN STRUCTURAL PLAN 1 11%, - HARDIE LAP 510IN67 ON HARPIE LAP 51DIN6 ON I/2` GYP. BD. WALLS TYPAR INFILTRATION TYPAR INFILTRATION BARRIER ON Vib" I/2" 6YP. W. WALLS BARRIER ON Vlb" - � STRUCTURAL SHEATHING STRUCTURAL SHEATHING - - - - - - _ 2X6 STUDS I b" O.G. 2X6 5TUD5 I b' O.G. PT 2X6 PLATE PT 2X6 PLATE `fl - - - - - - - - - -- - - - - - - - - I � r — L - - - - - - - -- - - --- q I I I bxb PT _ -- - F.F.E. = 0'-0" FF E. = 0'-0" m J I I WOOD POST M1 I r - - - - - - - - -- - - --� 0116 I ,- -- - - - - - --� I I o � D � LANAI / / / / B.F.F. \% /\\%\\\/ LL I 4" GONG. SLAB® \\//\\//\ 4' GONG. SLAB ®, \\ 4" GONG. I I I I I 2500 PSI W/ %\//\//\ FIN15H GRADE - VARIE5 2500 P51 W/ _ I I /\\/\\/ F18ERME5H OVER b;/\\/\\/ \\ \/\/\\ \ !� 1 W/ FIBERME5H OVER b / / / / / / I �-L � SLAB p I I MIL VAPOR BARRIER%\//%/// ////////////// MIL VAPOR BARRI \ \ / \ \ \ \// i I I I I , \\ ° \\ \\ \\ \\ \\ \\ OVER 6 '-I" I I ■ VAPOR BARRIER 32 L- J I I I ( 1-#5 VERT. • 4b O.G. / \//\// 145 VERT.® 48" O: 10'-I° a'-I' I I I 12'_11■ I I I '//% o o D° o A //o // / \/%/ ° o \ \ THICKENED SLAB 8' G.M.U. WITH ALL/ ° \�\\\ 6' G.M.U.WITH ALL/ I-#5 CONTINUOUS I „ I I b" THICKENED 5LA13 WITH I-#5 CONT. I I I FILLED CELLS \//\ p \\//\\/ FILLED CELLS //\\ \//\. — — — _ — —— _ _ _ __ — J I I ( i /\ \� \/ /\ EXPAN51ON JOINT v 12'51LL - I I COMPACTED //\// \//\//\//\//\// '- \/\//� COMPACTED __f /\'x,/ //\/ 8 GMUBLOCKFOUND. /\\ \\ \\ �\ �\ \\ \ m\ \\ � \ _ - - - - - - - - - - - - - -- - - - - - - -� I WALL ON 10' X 24' GOVT. I I I TREATED FILL / / // 2'-0" // // /j�/ /� TREATED FILL %// // // '�/ // //�//�� — — — — J GONG. FTG. W/3 #5 RODS I I '�\ / / f VA — - - - - - - - - - - - - - - -- - - CONT. aU #3 TIES 24" O.G. I I I � //\//\ \ \ \ \ \ \ 3-#5 CONTINUOUS ,\ / 3--�5 GONTINuouS II I I I-STORY 9-mm PALL SECTION TYP. r:2 lu SECTION ® STEP VOM TVP. 1 II II I AB 3/4.1 = I._O•' ,45 3/4.1 = I '_O.. � �g I FLOOR SLAB Or-PLANT MIX CONCRETE 2500 P.5.1. 4 THICK W/FIBERME5H OVER b MIL. POLYETHYLENE VAPOR L _J ! 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WITH ALLY \/\\/ ri —n I L -- FILLED CELLS \// - - - - - - — — — — I I - - I ! \\ \ \\ > I I I I COMPACTED //�// \//\//\//\//\// '-///� 4 S GT)ON ® INTER-10R. Y Z I I I I I I I I I I I I TREATED FILL i\\i/ \\i/\\i,2-02 \\ \;` \\i/� _ �� RI N6 0 5' THICKENED I I ! I I I /\ /\/\/ ,45 5/4 - 1 -O J SLAB WITH \/\\/� m Q 1-#5 GOVT. I I I — I INTERIOR BEARING I I ��, I 3-#5 CONTINUOUS I I FOOTING W/3 #5 I I I I III I \�/\//\//\//\//\���\��\\// R005 GOVT. ( I I I O p I I I I ' I I II° II I I I 3 LL JJ I I H.B. SECTION ® SCREEN PATIO I i I I _I _ _ _ __ 5/4" = 1'_O" 1-#5 GONTItuiou5 i I 8 GMU BLOCK FOUND. I I I—— — — — — — — — — — J 4" GONG. SLAB® 2500 O I I WALL ON 10" X 24" CONT. — —— — — — _ MIL VAPOR B IER GONG. FTG. W/3 #5 RODS I I I I _ _ FINISH GRADE �I W/FIBERME5H OVER b GOVT. 4 #3 TIES 24' O.G. I I I I F- FF - •r I I I I I I I I Q 1121 JOINT 1- - - - - - -- - -- - - - 1— ITYPJ L — — — — — — —— — — — — — — 1— — — 3' S11-L_— —1 I - 8' THICKENED SLAB WITH I-#5 CONT. I I I \\\j\ \\ \ �- - -- - - - - - - - - - -- - -- — J I I I ' 12'-4 " ' n 3-8 I I I o NOTE: SET BACK EXTERIOR FAGS OF FRAMING I/2 FROM COMPACTED, TREATED FILL 32'-ry EXTERIOR FACE OF 5TEMWALL EDGE. 45L,q NOTE: 5TRUGTURAL ENG 1 NEER TO DETERMINE 51 ZE 4 RE I NF. L - - - - - -- - - - - - - - - - - - - - - -- - - - -- - - - - - - - - --� I �QI REQUIREMENT5 OF EXTERIOR � INTERIOR BEARING FOOTINC5 I � - - - - - - -- - - - - - - - - - -- - - -- -- - - - - - - - - - 5 SECTION ® THIGKENEI� Et�6E __ _ _ _ _ _ _ __ _ _ _-- - — NOTE: TRU55 ENC INFER TO DETERMINE LOCATION OF INTERIOR ,45 5/4" = 1 '-O" bxb PT 8' 12'-0" 1'-0' 12'-0" 8' BEARING FOOTING5 WOOD P05T 11 11 32'-4" NOTE: STEP FOOTING A5 REQUIRED TO MAINTAIN MIN. 8" FROM FIN. GRADE TO TOP OF FOOTING NOTE: PROVIDE 4" PVG UNDER5LAB CONDUIT FROM AG GOMPRE550R5 TO AIR HANDLING UN I T5 FOUNDATION P1.,�N Ste, 5GALE: 1/4" = I'-0" NOTE: 5ET BACK EXTERIOR FACE OF FRAMING 1/2" FROM EXTERIOR FACE OF MON05LAB EDGE. Jm No, 13-12 I 1 DRAWN e'r, wes DATE, THM f•I.ANS ARL■MIR THC EXCLUSIVE USC Or IMAOINC ARCF"TECTURAL DCSIONS INC.AND ARC NOT TO DC RCI'RODUCCD � Iwo REV i S i Otis PRELIM 1 05-161-2015 PRELIM 2 0S-26-2013 PRELIM 3 0&-30-2013 GD 1 061-061-2013 GD 2 061-16-2015 GD 3 10-01-2013 LINE OF SECOND FLOOR BEAM ABV PLT BEAM ABY PLT II I ` > FLOOR TW-6 SPAN I rll � low LINE OF 5EG0lD FLOOR BEAM ABV PLT L Li II III FLOOR TRu55 SPAN FLOOR TRUS5 SPAN III � I z I III FLOORSPAN N z al- TRU55 ( ® � n d A FLOOR TRUSS 55PAN � I CANTILEVERPw V v FLOOR 1RU55E5 d I ( THIS AREA m I� I V � p DOUBLE FLOOR TRUSS —� of STAIRWELLIOU W -A 4 1 N WALL W z I� > m < o ° z _ p BEARIN6 WALL AH.4. r I ry wiz — z d oc A I ZI �i ai > FLOOR TRUSS SPAN y z I FLOOR TRUSS SPAN III I z O n A-u--UI lu LINE OF �j SEGOND FLOOR LINE OF SECOND FLOOR 5GALE: 1/4.. _ 1'-0" SHEET. NOTE: FLOOR TRU55 LAYOUT 15 TO ILLU5TRATE THE DE5IGNER5 INTENT ONLY. THE ACTUAL LAYOUT TO BE DETERMINED BY THE TRU55 ENC(NEER. .M NO: HEADER AND BEAM 51ZE5 TO BE DETERMINED BY 5TRUGTURAL ENGINEER. DRAWN By: ►NES DATE: 10—OI- 013 THESE PLANS ARC POR THE CXGLUSIVE USE OP IMAGINE AR WEGTURAL DESIGNS INC.AND ARC NOT TO CC REPRODUGCO I II F;,: E_\/1510 N5 PRELIM 1 08-161-2013 PRELIM 2 08-26-2013 PRELIM 3 08-30-2013 GD 1 041-001-2013 GD 2 041-16-2013 GD 3 10-01-2013 i 10'-1-1/8" PLATE W/ 5TU13 HEEL Q < J !LJ SLOPE SLOPE _ QLU 2 CHIMNEY6� .12 6:12 t i 2! d)= CRICKET � 3�� �`e � SLOPE:12 O 0 � a � o CL 'r T nilx SLOPE Q m " 6:12 a N tiA 4 �I ® � z ; d -- i iu r -1 R106E v TRUSS STU15 0 IST r-1 P I N I N III— m SLOPE I ? I SLOPE ^• v 6:12I N i 6:12 ry I"t� III I ISOII Z O L -- J lu III Q V NJ IIf II III r I � 0 m III II III 1(� 'L Z d I SLOPE Z ui 6:1212 m � z d m v I r MAo p =1dJ � O N � I I - 1 i SLOPE - - - - - b�— 6:12 GANTILEVER 6:12 6:12 ( FRAMING THI5 � OPE AREA � / Z- ICU-T PLATE THI5 \ WALL ONLY SLOPE Lel II II _j LU � fl•- = o- LU ❑ _ _ _ _ _ �' ❑ ROOF tiNs Norte 2 TRUSS STU -3 C� 1Z01�1T1�lTfi�Y � II = I n II � U7 i � II �'c� I I -O O I. NEW ROOF FRAMING SHALL BE PRE-ENGII V HOOD 24" O.G. 2. NEW ROOF FRAMING LUMBER SHALL BE #2 SPF OR BETTER 3. ROOF SLOPE SHALL BE 6/12 UNLESS OTHERHISE NOTED. 4. ROOF OVERHANG SHALL BE 24' FROM FAGS OF FRAME TO TAIL OF TRU55. OVERHAN67 SHALL BE PLUNK GUT. 5. NEW ROOFING SHALL BE ARCHITEGTURAL. FIBER6LA55 SHIN6L E5 - SELECTION BY OWNER. IWOF PLAN I 6. HEADER AND BEAM SIZES TO BE DETERMINED BY STRUCTURAL ENGINEER. 5GALE: 1/4" _ P-0" .�oB trot 13-121 I DRAWN BY: WEB DATE: 10-o1-2o15 THM rt,.AW ARE POR TME EMULSIVE USE OP IMAGINE ARGFNTWTURAL DESIGNS INC.AND ARE NOT TO BE 1tEPRODU= I li \ / t PRELIM I 08-161-2013 PRELIM 2 OS-26-2013 PRELIM 5 08-30-2013 GD 1 061-061-2015 GD 2 041-16-2015 GD 5 10-01-2015 20'-8" 20'-8" 20'-q" Il'-0" r - -- - - -- - - - - - - - - - - - - - - - I6"x22" CONT. GONG. 1 = 1 MONOLITHIC TURNIP" 7 I FOOTING W/345 CONT. - I I GAR 6ARA6� - - - - -- - - - - - - - - - - -- - - - - - - - � —I I FLOOR SLAB�OFPLANT MIX CONCRETE j 8' GL6 GONG. 2500 P5.1. 41 THICK W/FIBERME514 — 4 BONUS ROOM _ � i OVER b MIL. POLYETHYLENE VAPOR FLOOR TBD - N �j cg/ b' GL6 VAULT =� = BARRIER OVER COMPACTED TREATED C� I 4X4 P.T. Q 4X4 P.T. I FILL. N er I I P05T N N 'v _ � tt P05T O Q DN . � .7 16'x22" CONT. GONG. MONOLITHIC, TURNDOWN `r FOOTING W/3-#5 CONT. Ln Alt - 3o68FD II- - - - I I I I I - - - - - - - - - - - - - -- --� 2 I L TO r,4 ) I I ) � I I 6' SILL -9131— 0 1 - -- I 1 a Q - dh 7N V+1;HD VdHD I - - - - -- - - � - - f N — — —— 8' CL6 8' GL6 1 I 3�-� :: 1O:_ =,N 0 LAV m SHOWER =1N I I — — — � � � I I rl � d- = POOL �� GONG. _ = I- I I m 1/2 EXP. JNT. I = u, = FLOOR TBD 1 r I N I ►n N 8' GL6 Q �t = NON-BR6.POST 4 GONG. SLAB u, ' FLOOR 113D 2468 FD m '�SCRe� m I — —— - -- - - -� _ - -- - - - - - - - - - - -- - u, m 2030 5H 2050 5H 2050 5H m N g PT 4X4 POST® — = x 3'4' 3'4" b��D� = 1 I— — —— I 2'-0" iz-0 ' 2:-0:: 2.-0" H.B. b'-8" l'-l" b'-2" 1 L — —— I :: `~ Ib"xl6"x8" GONG.PAD0 1 " 3- 4'-O" 5'-3" 4'-0" 3- FOOTING W/2- 55 m " 3 2 L — — — � " EACH WAY (TYP) 5' u� III II III ' 201-b" 20-8 P.T. WOOD FRAME IF q ® n 9TAIR5 W/WOOD RAILIN6 36' ABV. TREADS d 2X2 P.T. K1 d PICKETS 4 O.G. 6AIRA IST FLOOR PLAN &AMAc5� 2ND FLOOR PLAN 6ARASE rOVNi�ATI ON PLAN � A lu 5GALE: I/4" = P-O" 5GALE: 1/4" = 1'-O" 5GALE: 1/4" = 1'-0" d NOTE: SET BACK EXTERIOR FACE OF FRAMIN1/2" FROM EXTERIOR NOTE: SET BACK EXTERIOR FACE OF FRAMING 1/2" FROM EXTERIOR m G ' o FACE OF MON05LAB ED61=. FAGS OF MONOSLAB EDGE. V tu � z W_ d 0 d fl( Ll L -A _ 8IIB __ TE IN— PL4 I / n ,5qpZ � H Q Q J TOLJ y LINE OF I. NSH ROOF FRAMN6 9KL BE FM-19leumRED WOOD BOW SwTCH ROOM MISSES i III SECOND III III 2.NEK ROM FRAM N U M S KL BE sy WF OR BETrB:;. I GAR 6ARA6L m FLOOR s.ROOF SLOPE SHALL.BE W2 LK EW OTHERWISE NOTED. V Oz 4.ROOF ONERFW*SHALL BE 24'FROM FAGE OF FRAI~E TO TO LIGHT f TML OF Mr-36 WK O M~SHALL BE FLu B CAN ABOVE 2 TUBE FLUOR. 2 TUBE FLUOR. r`ii jpJ 0 2X8 FL. J5T5. s. Nasi ROOFlN6%KL BE A METWX FIBBt6LIb6 _ —— �I (p 16 O.G. TH15 SHNS S-SELEc ON BY AREA 6.HEADER AV BEAM SUES TO BE DETB:M W BY % z III III III III SWWWA`'ENrAmmk O o Q IJ o III III III III I I I } 1 2 TUBE FLUOR. 6D0TO 2 TUBE FLuoR. III III III III SLOPE SLOPE�. SLOPE SLOPE - I :12 6:12 ' 8:12� SII II SII II I � �. Wp � ® IllII II gll ❑ 1 ` LINE OF III III III III LINE \ I I I I I 1 5EGOND FLOOR �� FLOOR o 11 I I 0 1 1 I I 1 TO WP _� , SII li mil I � 1 L — _j To LIBHT T­L- BEAM w i ' DORN�R DORMER 8'-I-I/8" PLATE - itl 6ARA6 FL. FRMS. PLAN cSARAcSM ROOF PLAN 6ARAML EC. I GAL. PLAN 5GALE: 1/4" = 1'-0" 5GALE: 1/4" = 1'-0" 5GALE: 1/4" = I'-O" ` sF+eeT: NOTE: BONUS TRUSS LAYOUT 15 TO ILLU5TRATE THE DE516NER5 INTENT ONLY. NOTE: BON15 TRUSS LAYOUT 15 TO ILLUSTRATE THE DE516NER5 INTENT ONLY. SEE SHEET E-I FOR ELECTRICAL LEGEND AND NOTES. THE ACTUAL LAYOUT TO BE DETERMINED BY THE TRU55 ENGINEER THE ACTUAL LAYOUT TO BE DETERMINED BY THE TRUSS EN6INEER. SEE SECOND FLOOR 6ARA6E PLAN FOR SECOND FLOOR ELECTRICAL HEADER AND BEAM 51ZE-5 TO BE DETERMINED BY STRUCTURAL ENGINEER HEADER AND BEAM SIZES TO BE DETERMINED BY STRUCTURAL ENGINEER .im No: DRAWN By: DATE: to-ol-2013 THEM I "M THE M)ZLUSIV9 USE OFIMMAb�INEAACIl-H1724TURAL DCSIDND INC.AND ARE NOT TO CC ft"WOIJCM If i I i I PRELIM I 08-ISI-2013 PRELIM 2 08-26-2013 PRELIM 3 08-30-2013 ARGHITEGTURAL FI8ER6LA58 ARCHITECTURAL FIBER6LASS GD 1 OCI-061-2013 ARGHITEGTURAL F15ERBLA55 SHINGLES ON "PEEL d STICK" 5HIN6LE5 ON "PEEL. 4 STICK" SHIN6LC-S ON "PEEL d STICK" GD 2 Oq-I6-2013 UNOERLAYMENT ON VIb UNDERLAYMENT ON 1/1 STRUCTURAL UNOERLAYMENT ON VIb" GD 3 10-01-2013 STRUCTURAL SHEATHING 5TRUGTURAL SHEATHING STRUCTURAL SHEATHING 2X4 TRIM 12 2X4 TRIM — HARDIE LAP SIDING ON ol, Q b HARDIE LAP SIDING ON I TYPAR INFILTRATION TYPAR INFILTRATION -— BARRIER ON x/16° BARRIER ON l/I6' 5TRUCTURAL 5HEATHIN6 STRUCTURAL SHEATHING ALUM. DRIP E06E ALUM. DRIP E06E ALUM. DRIP EDGE OVER PT IX2 NAILER OVER PT 1X2 NAILER OVER PT IX2 NAILER ON 1X8 FASCIA. ON IXb FASCIA. ON 1X8 FASCIA. NTOP OF PLATE 10" TRIM BAND 10" TRIM BAND Y6-1-1/6" A.F.F. 10" TRIM BAND 71::s;; 4" TRIM 2X6 TRIM772Xb TRIM GEDAR 514AKE HARDIE LAP 51DIN6 ON HARDIE LAP 51DIN6 ON 51DIN6 ON TYPAR 1X8 HARDIE TRIM —lad INFILTRATION i I TYPAR INFILTRATION TYPAR INFILTRATION I 4X4 PT P05T BARRIER ON VIb" BARRIER ON l/Ib' ki BARRIER ON Vlb" 00 = STRUCTURAL SHEATNIN6 STRUCTURAL SHEATHING STRUCTURAL WRAP TO bXb 5HEATHIN6 FIN. DIM. FIN. FL. y FIN. 6RADE z FRONT ELM\/AT I ON KI T S1O0 ELEVATION AR E1.EYAT I ON zi 5GALE: 1/4" = P-0" 5GALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" ARGHITEGTURAL F1BER6LA55 IIIIII m 5HIN6L.E5 ON "SEL d STICK" UNOERLAYMENT ON 7/Ib" STRUCTURAL. SHEATHING i �u v 2X4 TRIM v o r HARDIE LAP 51DIN5 ON 4 0 TYPAR INFILTRATION J n BARRIER ON 1/I6" d I%U) ° 5TRUGTURAL SHEATHIN6 V L 12 w Z �� ALUM.DRIP EDGE � OVER PT IX2 NAILER ON IX8 FASCIA. 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LOGATION BY OWNER. — — — — — — — — — -- - - - - - -- - - - PATIO - - - -A I I I � I i DINING I I 11 � 1 II WIP wP II L - -- - - J L - -- -- - _j 1I I I d;44 ELECTRICAL LE&M FLooR OUTLET I I ` 06F1 I I _ µ, NOTE: ALL FIXTURES DESIGNATED "E' ® p� ARE EXI5TIN6 TO REMAIN (TYPICAL) ju j I � I 1012-WAY SWITCH ® WALL SGONGE LIGHT FIXTURE- 3-WAY SWITCH 0 PUSH BUTTON #r4 4-WAY SWITCH H TELEPHONE OUTLET d (' ((� — r — — I DIMMER SWITCH m FLS �� IF1 1 I � `l..➢ Ill i JAMB SWITCH ♦ GABLE T.V. OUTLET I IIOV DUPLEX OUTLET FLOOR MOUNTED cr I I I ® COMPUTER OUTLET n I ® n ; I I II IIOV DUPLEX OUTLET m � G� COMPUTER OUTLET FLOOR OUTLET � � ONE SIDE SWITCHED ® 33Op 6F1 d I 11 11 1T N 4 I',4MILY 1�001� 1 I I I I I I ® 22oV OUTLET �' SMOKE DETECTOR IL mo 1 I m EXHAUST FAN �- - - ovEN FLOOR OUTLET IEOEXHAUST FAN WITH L16HT GFI - 6FI IIOV DUPLEX OUTLET m WP I __-- I GROUND FAULT INTERRUPTER `N' FLOOD LIGFfT44 Cob ��uu�� NUMBER INDIGATE5 O 138' HEIGHT A.F.F. OPG POOL GONTROL U — Q5G SPRINKLER SYSTEM COMM WP HEATHER PROOF OUTLET O � TO 44• ` vy6D0 GARAGE DOOR OPENER S ROPE LIGHT UJ -A _ LIGHTS ABOVE \ I ® JUNGTION BOX C____= UNDER CABINET LIGHTING W p Z i CEILING MOUNTED LIGHT FIXTURE I� IN GAB. �' �- o FLUORESCENT LIGHT FIXTURE D p (-I WALL MOUNTED LIGHT FIXTURE ® LIx6HT FIXTURE ENT 5 I _ ® RECESSED CEILING LIGHT O m O PANEL A4-2 I 1 I - ' RECESSED EYEBALL LIGHT j r RECESSED WALL WASHER 5 50 PANEL 60 CHANDELIER CEILING FAN z AHU I RECESSED GEILIN6 LIGHT - i [3 MP MOISTURE PROOF GEILIN6 FAN W/L16HT SURFACE MOUNTED 4�A V EMER6ENGY/EXIT LIGHT Y z - LOW VOLTAGE LIGHT FIXTURE I0( ' RECESSED LOW VOLTAGE CARBON MONOXIDE I� O " �„�,� LV L16HT FIXTURE m & DETECTOR ® 7 i � z o QOM I. PRE-WIRE FOR SECURITY SYSTEM. COORDINATE WITH SECURITY 1 5UB-CONTRACT0R AND BUILDER FOR POWER REQUIREMENT5 AND LOCATIONS. ru dh p - _ Isoym 2. PRE-WIRE FOR HOME ENTERTAINMENT AND COMPUTER WIRING. COORDINATE �® qp 6FI WITH HOME ENTERTAINMENT AND GOMPUTER WIRING 5UEKONIRACTOR5 AND f BUILDER FOR POWER REQUIREMENT 5 AND LOGATION5. PLLX ROOMHIP 3. ALL ELEGTRIGAL WIRING TO BE IN ACGORDANGE WITH 2006 NEG. PROVIDE ARG-FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12 v 4. PROVIDE POWER FOR POOL LIGHTING, SPA LIGHTING,AND POOL AND SPA GFI TO CONTROLS. WP FLOODS i - ` 5. EXACT LOCATION OF FLOOR OUTLETS IN FAMILY ROOM TO BE DETERMINED IN THE FIELD. b. PROVIDE POWER AND L1614TING FOR AHU 2 IN ATTIC ENTRY PORCH 1. PROVIDE SUB-PANEL FOR DETACHED 6ARA6E i I ?a I KST 1.00R L. GTRIG lI- PLAN : 5GALE: 1/4" = 1'-0" JM NO: DRAWN DY: we0 DATE: 10-01-2013 THESE PLANS ARE FOR THE EXCLUSIVE USE OF IMAGINE ARCHITECTURAL DESIONS IMG.AND ARE NOT TO DE REPRODUCED PRELIM 1 06-101-2013 PRELIM 2 0S-26-2013 PREL I M 3 08-30-2013 GD 1 OSI-OcI-2013 GD 2 091-I6-2013 GD 3 10-01-2013 i To 5WITGHE5 I � 1 I i 1 I R7EYiiE \ 1 u TO J� 5WITGHE5db \� Ll* rl I WI•G• � � I `ly //1 a- , — �3 ®f FUM :: Q e 44- µ \ � n i ' A 2 -- d HIP MAS R a r � _ � TOCUILM c ori Iwm N a I ( \ I W 5WITGI-ES / \iONE T EW ONFMIL CN Of Ilu 44 To 5WITGH p , ( BELOW DOWN I w - - - - - - - - - - - LAUNMY CHOW 2 am MA z } DRYER WASHER p A Film 6 ' TO � � SWITCHES } SA i TO r 5WITGHE5 i ❑ ❑ ❑ ❑ i SECOND FLOO a ELMIC RI GAN. PLAN 56ALL: 1/4" = V-0" .108 No: I3—Izl 1MAHN 6Y: y.�g DATE: 10-01-2013 V THEE PLANS ARE POR THC EXCLUSIVE �i USE OF IM"INIS AR 1417 GTURAL 01MIONS INC.AND ARE NOT TO Be ft"R=== I � C7 GENERAL N TES ALL-THREAD NOT-ES EL 3 Q 1. CODES E FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS T USED: 201t� C7 TO BE 1/2 DIAMETER BARS PLACED AT 4 O.C. IN ALL. EXTERIOR EDITION,ACI,NDS,APA AND ASCE? 10. BEARING WALLS,4 O.C.IN ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE ON PLANS. °� O 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE o CODES AND AUTHdRITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DQ31GNATED O.C.SPACING. o 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6"TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF A COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: W 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A.PLACE SHEARWALL RODS(SPECIFIED ON PLANS) E z 0 THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B.PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) Z O OTHERWISE ON THE PLANS. C. PLACE CORNER RODS z D.PLACE ALL OTHER RODS. CL 0 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY o 0 SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. ASSUMING 2000PSF SOIL CAPACITY. M 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. o THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. w 6"-TYPICAL WALLS,MONOLITHIC FOOTING z o 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING z EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS to NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY z INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS,U.N.O. V CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE z RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW (n CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" z 0� Q ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. Z 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. O 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS (n U) 2. 6X6 W1.4 X WI A WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8" ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 W Q N THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". Q D N AND 5/S5 FOR STRAPPING ALTERNATIVES. F- m M i 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED EPDXY NOTES J W �' J OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON U_ PRIORTO POURING. � _ 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER Q Z U 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY i"-' Q � COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. V Z m MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 2 MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE W °- U FOOTING. ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: ~ 06 vi Z 1 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. HILTI HY150, HILT[HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. = z U < U Q o Q 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL 8E LAPPED FOR 36 BAR DIAMETERS OR 24", IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS m WHICHEVER IS GREATER. AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN Q O Cq 7. CORNER REINFORCEMENT SHALL BE LAPPED 25" ACCORDANCE WITH APPLICABLE SAFETY LAWS.. W I- m o J 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 z 8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH PSI AND TENSILE STRENGTH OF 2,300 PSI. 8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE CQC 8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY DIAMETER OF THE STEEL MEMBER BEING INSTALLED. G REINFORCEMENT. 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT,AND OIL. DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. A N Qt7 C7 �i � 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVEDCONTRACTORH a M M F X O BY � 4 10. STEMWALL TO BEA MAXIMUM O SI (6) COURSES TALL. CONTACT ENGINEER OF RECORD IFc � � � Q 3 STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE �, a a YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS o v o 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE STEMWALL MUST BE FILLED. TMNING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO - DO THE WORK. I FRAMING NOTES 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. W 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE W ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. VJ♦� 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE n/ TREATED. LL 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. \ W 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. O 7. DIMENSION LUMBER U 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED °o N C BELOW: M CSO 8d=0.131"x 2-1/2" a0 10d=0.148"x3" w M a 12d=0.148"x 3-1/4" 0 00 16d=0.162"x 3-1/2" U LL U 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. cam., 1 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. s X X p j N tt LOAD TABLE a M = o10o C') >' ROOF: N CID Y N LIVE LOAD: 20.0 PSF O -SCO ' c DEAD LOAD: 7.0 PSF CEILING: LIVE LOAD: 10.0 PSF - P w .. + LIVE LOAD STORAGE: 30.0 SF V _ DEAD LOAD: 5.0 PSF FLOOR: COMPONENT AND CLADDING93 LIVE LOAD: 40.0 PSaE F DESIGN PRESSURES . a ,IIF DEAD LOAD: 10.0 PSF �A` O EFFECTIVE END ZONES, PSF INTERIOR ZONES, . "r z A A .b P .•�<Rr�t DECK LIVE LOAD: 50.0 PSF O I4 ~" WIND LOADS: AREA, SF PSF „ i I W WIND SPEED: 130 MPH 0-20 35 -45 35 -38 A EXPOSURE: CU. a o IMPORTANCE: 1.0 20-50 33 -41 33 -36 BUILDING CATEGORY: II a F Sheet No. ENCLOSED BUILDING: INTERIOR PRESSURE 50-100 31 -39 31 -34 COEFFICIENT: 0.18 100-200 29 -35 29 -33 4r. w a r S1 ROOF PITCH: MATCH EXISTING W 1 OF 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which It was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc,,st4ap be without liablNty to Alexander Grace Consulting,Inc. a m C7 32'-22" r '-10" d 19'-112 12'-3" A Q z I L: W a� g 1 Eo 0 S2 it 1 o a 0 I.. _[ i WW AN I ; N L_ � i i^------- ----^---------- ---- --------^-- — 0'4 AN tV ! i r I q I I I 1 I W N I ! I I to I I I I 32'-1" i ! " I I CONTINUOUS BOND BEAM WITH 2500 PSI U CIF10-1 9-1 12-11 Y I I I I CONCRETE AND(1)#5 BAR FIBER REINFORCED CONCRETE SLAB,4" -------- - - I I THICK UNLESS NOTED OTHERWISE ON N Q `� a PLAN. z W ° I 1 (DO Z 8"X16"CMU STEMWALL.STEMWALL _J VERTICAL REINFORCEMENT TO BE#5 DEFORMED BARS AT 48"O.C.FILL CELLS W Q LO S2 I f III- ( (= WITH 3000 psi CONCRETE. 0 N I =III=III III=III= ONE STORY: d=8", b=16",(2)#4 BARS ..I LL 1 I I I —III= I=III—_ TWO STORY: d=10", b=20", (3)#4 BARS T _ I i i a THREE STORY: d=12", b=24 ,(2)#5 BARS z Q I I d I VERTICAL REINFORCEMENT TO HAVE 9" (� <C 00 Z I i I I I I III= BEND AT BOTTOM AND BE EMBEDDED 4" W Z a V I ! ! I — — — INTO TOP COURSE. �" 06 ch F— FOOTING TO BEAR ON FIRM U (9mUNDISTURBED SOIL. -' Q N I I I I Q 1 I I I I 0 S2 I I TY�!CAL STEMWALL DETAIL Z m o I 3/4 — z _j I 13'-104" 5-52 Ir 12'4" i Q i 3 I I I I IN I ! I I 1 co co S2 3 I I to n o _ S2 j j ° d o° a 9 I i _ I ,�— 1' - I -_ - - - -— I ! I I I I� III I— • ° ° T-2 U a Q -I-------------- ' I I I i I lI ( I = — y r'N I I I 1 I I I " I — 6 MIL VAPOR BARRIER OR EQUIVALENT 1b i —8, — —X — 8 41 4'-6—" —81-41"---�-- I I — J I c SUBBASE AND FOOTING/SLAB I 24 1 I I WATERPROOFING BETWEEN COMPACTED ♦♦AA 20'-9" i r-------------- —I I I r "„ vJ ONE STORY: X= 12"WITH(2)#4 S2 1 L_-------------J THREETSTORY:X=120WWITHITH3(3#5 �bN Q m _________ ; 3 INTERIOR BEARING FOOTING r--------- ---^----------------� - t- - - - --- i I I N 1 1 i I -----^ ------------J I I �--- i SIN z a 1 5 I 3 1 I S2 j I S2 I I FOOTING AND SLAB POURED WITH w I I "v I I I I 1 1 3000psi CONCRETE WITH FIBERMESH. _ I I 01 T-5-4"' I I 1 I I I o FINISHED a, I I I I I I I r GRADE00 r 1 I A 16"x16"x12"DEEP FOOTING I I TYP.INT. `�aQ`r , I I — a I BEARING FTG. •rr O I I WITH(3)#5 BARS EACH WAY I ( I I -IIIA a® — L I I - 6 MIL VAPOR BARRIER OR ��� L——— ————— —————J I I� I=III= EQUIVALENT WATERPROOFING LL N 4 I i `t j I i __ I AND FOOT BETWEEN COMPACTED / ED SUBBASE N - 1 I I �---- ---- - --,- �— ONE STORY: X- 12 WITH 2 #4 11 -� I I— - ` Ig \ ) co N L_J 1 5 I d I I ( I 1 I I TWO-STORY: X= 16"WITH(3)#4 c rNi c`no I S2 I I 1 ( I `_� S2 I I THREE-STORY:X=20"WITH (3)#5 II L------ -------------- av Y � - I I - 5 "ON LITHIC FOOTING SECTION a ------------ ----^--J I I 1 I = cc ca 5 1 ---- --------------- ----- J I I r-IN 3/4 - 1-0 UU.LL S2 1 I :� r 1 I r iL ► I I �' I 1 _ 16,-0�" 3,-8" 121�1e m r I ! 3'-7�" 0',41" I 1 2 r�N 2 ( I CO N N I I 1 2 2 I 1 TN 11„ I I S2 32'-1" 1 1 " co L 1 I 1 12" _ `� 2 1 I I 1 m V M h'c� i-------1 �N A �r—� Q r1 U I L-------- ---- -------------------- ------------I j °—�� -5 a -- ----{ I--------I a ® in I I co Cn o Ch C r L --------------- ------------------- --------------- —� N c ° � co Y N B SIN -t I O t� n6'-9" T 62" 6'-2" 5" 1 S2 32,4„ ` rre rt'n Z?l 0 GARAGE FOUNDATION PLAN OUNDATION PLAN S2 11= 1 1-0 11 1/4 1-0 1/4 She o. S� I I 2 2 OF 5 This document,together with the concepts and designs presented herein Is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shag be without IlabNity to Alexander Grace Consulting,Inc. a � a. FRAMING NOTES AND LEGEND m TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNO. STUD MATERIAL: 2x No.2 SPF,LINO. a •- o HEADERS: Q ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, w UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X a R 3.5") COMMON NAILS AT 12"ON CENTER. USE OSB SHIMS AS NECESSARY TO E MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' O UB B B THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. � a p 2 tx HEADER NOTATION IS: w j 2 2x12 S5 CO O (2)2x12 o U) N A NUMBER OF PLIES IN HEADER � N Oil (2)2x6 1:1 NUMBER OF KING STUDS N N (2) 2,2A 2:1 o NUMBER OF CRIPPLE STUDS w r I- SIZE OF DIMENSIONAL LUMBER Z o O 3 SHEAR WALLS: N S5 ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE Z r TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC BM2 THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED N 12 7 BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, d N S5 C 35 ARE NOTED ON THE PLAN. z cv C (2)2x6 q CONT HDR SW -#IS# SHEARWALL LOCATION z WIt Q SEE DETAILS FOR FASTENERS Z I � r o (2)2x8 3:2 A SHEET NUMBER W Q j Lo N DETAIL NUMBER I"- m N , M V SHEAR WALL DESIGNATION J W U) LL 1 DOUBLE 2X10 CEILING JOIST FOR RIDGE � Q'I U N S5 BEAM SUPPORT, UNO. F-- z W ^ PORCH/GLULAM BEAM V Jm W z CL v 023 C E_ I # HIGH UPLIFT DESIGNATION. = z Y Q U Q o ST-# DETAIL NUMBER m Q BM1 X O� i SHEET NUMBER Cq N I z m 0 1 N I TRUSS/BEAM LABEL -� S5 UPLIFT CONNECTION CID d X I i x I 04 INTERIOR BEARING WALL 04 A N i ^ 04 1 ® 1-STORY THREADED ROD Cn N O I ® 2-STORY THREADED ROD r A4 CIA SW-6/S5 Q —J 3: m 0 2 ai — U Q O 0 INDICATES GLAZING CLASSIFIED AS END ZONE. ALL OTHER GLAZING LOCATED ON EZ EXTERIOR R OF E i In V 2X10 JOISTS AT 24 O.C., w STRUCTURE WILL BE CLASSIFIED AS INTERIOR FASTENED TO TRUSS BOTTOM ZONE.SEE"COMPONENT AND CLADDING DESIGN CHORD WITH LUS28,ALL HOLES PRESSURES,"ON COVER SHEET. 1 FILLED WITH 10d NAILS. Z ¢ ♦^ @ O m V J 11 II I I 111 II ti"5 m 111 II 11 _J N r Q x GABLE BRACING LOCATION. J z n n nl nl n w nl u n ,� _ u n nl nl u u ni ul n n 11 II ill I11 11 II 111 III II II (a § N N u n nl nl n u nt ul u n � n W I II III III 11 II I11 fit II I II IIt III 11 1, III III II I > � li II II II I14_, SII II I � � n u n n n n u u 1 VERIFY OR PLACE DOUBLE STUD GROUP UNDER II�Ii� '. II II I11 I11 II N III 111 II 1 n n ul nl n n nl nl n 1 O BEAM BEARING. FASTEN BEAM TO STUD GROUP J V u n n u n n n n n 1 1 WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING `'✓ n n 111 III n n m ni n 1 WITH LTT20B. USE 10d NAILS IN ALL HOLES. I— z I u u ul ul n n nl nl n n n nl ul n u In nl n 1 S5 i 1 I n n n n n n n n 1 u n nl iu u n nl nl u 1 n nl nl n u nl nl n I S5 n n nl nl n n nl ul u 1 N n II n u n n II u u I v PLACE 6x6 POST UNDER BEAM BEARING.FASTEN fl It II 11 11 11 it 11 11 i BEAM TO POST WITH(2)MSTA24. FASTEN POST TO II 11 111 III it II III III 11 1 11 11 11, III It tl 111 itl rl I B FOOTING WITH ABU66.USE 10d NAILS IN ALL HOLES. It II II II II It N II 11 II II II II II II II II II 111 I11 II II 111 I11 II II A' II 11 I11 III II 11 III III 11 II J e- / r I I I I III III 11 I I 111 111 i t I I � �" � iiii�� II 11 II II II It II II II 11 J 7 tG n u nl ul II n ul nt a ,I x o FASTEN BM TO HEADER WITH MTS20,ALL HOLES 1 n 111 nl If u nt nl n n N x n u nl U. ui n n m nl n n � T(2) .•. N C FILLED WITH 10d NAILS. i n n n u n n u n u u v u n nl nl n n ul nl It u 4 N u n nl nl n n m n1 n n C5 :x6 II n nl m n u w nt n n C� SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS n n n u u n n n n n w O WITH 7/16 OSB FASTENED WITH 8d COMMON NAILS n II it Ilt 111 11 II Iil III 11 II o AT 6 O.0 pn ON EDGE, 12 O.C. IN FIELD. n n nl nl u u lu m n n N S5 II II II 11 II II II II II II = 1 II II II II II it II II II � II 11 I11 Itl II 11 III I11 II II N5 11 11 111 III II II 111 III tl II Tn n nl ni n n of nt II n - - ADD SECOND PLY OF 7/16"OSB TO GARAGE v CO 11 n n u n n n u n n n til li n n nl nl n n SW-6lS5 7 A O RETURN. FASTEN WITH 10d NAILS AT 4"O.C.ON N n n nl :it n n nt ni u n to SW-6/S5 n nl nl u n m nl n n ti 35 n EDGE,8"O.C. IN FIELD.VERIFY ANCHOR BOLTS AT c W<n u n n n n u n n — w¢ T �r I u ut nl n I 1 u ul nl 1 CORNER AND AT GARAGE DOOR. 0-0II II 111 111 II II III I11 II II ^ f0 N N 2 2x6 1:1 II v II II III 111 11 II Iru onsmummiocm II II 11 II II II 11 II If 1 "X24"X12 n C N 24 DEEP FOOTING WITH (3)#5 BARS EACH o o s i nl u n nl I (2)2x6 1:1 �(2)2x6 1:1 X O U ►i LL. n n nl ul n �c N F WAY. n n nl w n n w ul n SW`6/S5 SW-6lS5 ^ (� II II II II 11 II II II II IN II II III o III II 11 �I ill II I A �••' II 11 III III 11 II q I ^ III II I N I II III II 11 11 .N,� III II I r 1 N N n u ul u, n n m nl n 1 N S5 "a 1 u ni m n n w nl n 1 � n n 111 ul n n m � nl n 1 �- n n n u u u u u n 1 M s I I I I I I I I I I 11 I I 4N i t 11 I X N tp 2 2x12 2)2x12 (2 2x12 Q in °D ',. II II II 11 II Il II x8 11 I m .— ' II II 11 II II II 11 M •p = O � . I II II III III II it Itl III li II B W Y 11 11 III III II II III III II 11 N U 4 rl a ul nl n n ul nl n n B TYP. O Cl)l —mi rn I u n w nl nl nl nt u u TYP. u W u u u u w w u u (2)2x6 1:1 )E ,' 1 S5 y 4 • ■0 A • YY � s • OF GARAGE FIRST FLOOR FRAMING PLAN U14!RST FLOOR FRAMING PLAN •••ti, S3 n� n S3 � n w� 1/4 1-0 1-0 Shed 4114111111,00 S3 3 OF 5 This document,together with the concepts and designs presented herein is Intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. P I 0 3 c� c� FRAMING NOTES AND LEGEND m TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. W STUD MATERIAL: 2x No.2 SPF, UNO. o T HEADERS: F 4 ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X d W 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO0 3 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN_ SEE z p U S5 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. ° a p (2)2x6 1:1 (2)2x6 1:1 (2)2x6 1:1 HEADER NOTATION IS: � o v w W NUMBER OF PLIES IN HEADERL – NUMBER OF KING STUDS i x6 5 X (2),M,21 ,2:1 S5 N } o `✓ I NUMBER OF CRIPPLE STUDS W L SIZE OF DIMENSIONAL LUMBER cr o CONVENTIONAL FRAMING NOTES 5 5 SHEAR WALLS: CO O `� > o S5 S5 S5 ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE � z 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC (2)2x6 1:1 (2)2x61:1 THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, d ARE NOTED ON THE PLAN. Z 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4)16d TOE-NAILS. N SW —#IS# SEE DETAILS LOCATION Z �/ Z 5 � 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS INTO THE S5 SEE DETAILS FOR FASTENERS O RAFTER AND(5)8d NAILS INTO THE TOP PLATE. V <- O W 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER C14N SHEET NUMBER >4 N AND(5)8d NAILS INTO THE SLEEPER. 4 I S5 � DETAIL NUMBER m M I 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4)16d NAILS. SHEAR WALL DESIGNATION Q W a)TYP. LLL J T 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)8dX1-1/2"NAILS. N DOUBLE 2X10 CEILING JOIST FOR RIDGE Q Z U PORCH/GLULAM BEAM 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, BEAM SUPPORT, Z (11) Q INTO STUD BELOW. V Z J m W �- v 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF HIGH UPLIFT DESIGNATION. COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. ~ Z # = z U 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH Q V Q OJ Q INTERSECTION OF SLEEPER AND EXISTING FRAMING. I I 0 ST-# DETAIL NUMBER Q O m cliT ROOF RAFTER X W SHEET NUMBER z m p RIDGE BEAM O TRUSS/BEAM LABEL "— J N o UPLIFT CONNECTION Q I N ------------- CEILING JOIST G I, (D � INTERIOR BEARING WALL --------------- COLLAR TIE — O 1-STORY THREADED ROD P 91 N (2)2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, FASTENED O79 TOGETHER WITH (1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO 2-STORY THREADED ROD • COLUMN WITH 18 GA STRAP WITH (9)8d NAILS IN RAFTER, (9)8d NAILS IN 3 Y q COLUMN.FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP m a B U WITH(9)8d NAILS IN COLUMN,(9)8d NAILS IN TOP PLATE/HEADER. 1 INDICATES GLAZING CLASSIFIED AS END ZONE. S5 EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE.SEE"COMPONENT AND CLADDING DESIGN PRESSURES,"ON COVER SHEET. 2X6 RAFTERS r cX AT 24"O.C. cv N 4 11 n m II n n m m II 11 N n n III 111 n u ill rii II n GABLE BRACING LOCATION. O z n u m nl u n ul m n u 11 Iffit 111 111 II II III III II 11 O II II 1❑ III 11 11 III III II , X ', 11 I1 III III II tlII III III II I N 11 II I11 III tl III III II I I11 II II 111 III II 11 II III tN LL II II 111 IIIIII II 11 111 111 II I v 11 II 111 II II 111 III II I ' it 11 III 111 11 II HI III II I II It 111 III II II 111 III II I ' II Il 111 III II II III 111 II 1 11 It III III 11 II I11 III II 1 _ I I! II III 111 tl II III I11 II I II IIz III I11 II II III I11 11 1 II 11 III I11 11 II 111 111 II 1 II II III I11 II II 111 III II 1 II O ' II II I11 III II II I11 I11 II ' II II III III II II Iil III it I I II II I11 III II II 111 111 11 II II III I11 II II III 111 II 1 1 n n Ili n1 n n lu ul n 1 (° II I11 III II II 111 I11 II I 1 x W n n n1 nt n n n, ul n S5 S5 I It lu ul n u m n1 tlLL I 1 N I 1 II IU III II 11 Iil 111 II , n n m nl n u nl m n 1 ' I 11 Ili I11 11 II III III 11 1 $5 ° I n nl nt n n m u, n 1 I 1 II III III II II III 111 Ir ,I i r m u n n u nt n1 n n nl 4 II II II II II II tt 11 II 11 t0 oul It II tl II II 11 11 II It 11 x n n n, nl n u nl m u n N S5 N v nu nu nn,l nnll nu nu nnnl,1 mmnl uuu u1 )1T � �n (2)2x61:1 � I i n u, ul u n nl nl l II n n, nl u n nl ul I 1 n n I n n n 1 u If I II U III 11 11 11 11 II I $5 I 11 It III III II II Ilr I II 1 4 � d U 1 n n n u n u u I c 40 m I II III Ill II 11 111 III u I 2X8 RIDGE ,u ul 1 00 tUILLn u, ul n u 0 n I I . , n I BEAMS,EA n n ni ' 111 n iii w u 1 ,TYP. (2)2x6 1:1 (2)2x6 1.1 (2)2x6 1:1 1 n u, nl I n nl ul u 1 C) ' 11 O 04 41 1 I I 1 11 1 I I ,11 I I 1 II II i 't' II i" '!i '11 II r -.1 If i II 1 It 11 II S5 11 II II I II II II N 11 II 11 II 1 I II II 11 = �t II II tl 11 1 1 11 11 11 m I 1 II II 11 I: it m n n I I 'I, n u x a� m n n Q N � I n n r n n n n I n n u n n i u I 1 u n n u n n If n n I n u u L. 11 II I If II II I II II II 11 1!• ,I! II 11 !� r (Ii � "III II II III . .III 11 II N to n to N I I IIIIII I11I11 IIIII1II1 ni1l11l1 nII II InI!I O to Y � �II 11 (2)2x6 1:1 C .7 0)(2)2x6 1:1 I I Ill 111 II 11 I I II Ilt 111 I u u w w u u w w u u I e I `o se "tr S • a R R • � I � I 'a4 �a:• p • GARAGE SECOND FLOOR FRAMING PLAN S4 QECOND FLOOR FRAMING PLAN Sheet No. � , S4 4 OF 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper rellance on this document without written authorization by Alexander Grace Consulting,Inc.,shat be wMxxa kaWty to Alexander Grace Consulting,Inc- ad � 7/16"OSB ROOF DECK FASTENED TO 7/16"OSB ROOF DECK FASTENED TO r FRAMING WITH 8d RING SHANKS AT 6"O.C. 7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6"O.C. m ON EDGE AND 12"O.C. IN FIELD. FRAMING WITH 8d RING SHANKS AT 6"U.C. 7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6"O.C. ON EDGE AND 12"O.C. IN FIELD. EDGE OF ALL THREAD WASHER � w ON EDGE AND 12"O.C.IN FIELD. MUST BE WITHIN 3"OF THE HEADER •- j ON EDGE AND 12 O.C.IN FIELD. o UJI TRUSS TO TOP PLATE CONNECTION:H2.5ATRUSS TO TOP PLATE CONNECTION:H2.5A KING STUD,TYP BOTH SIDES OF o - WITH(10)8d NAILS FOR UPLIFTS LESS TRUSS TO TOP PLATE CONNECTION:H2.5A WITH(10)8d NAILS FOR UPLIFTS LESS OPENING. A z THAN 600 LBS.(2)H2.5A WITH(10)8d NAILS WITH(10)8d NAILS FOR UPLIFTS LESS THAN 600 LBS.(2)H2.5A WITH(10)8d NAILS THAN 600 LBS.(2)H2.5A WITH(10)8d NAILS TRUSS TO TOP PLATE CONNECTION:H2.5A EACH FOR UPLIFTS LESS THAN 1200 LBS. EACH FOR UPLIFTS LESS THAN 1200 LBS. WITH(10)8d NAILS FOR UPLIFTS LESS EACH FOR UPLIFTS LESS THAN 1200 LBS. THAN 600 LBS.(2)H2.5A WITH (10)8d NAILS (2)2x4 NO.2 SYP TOP PLATE FASTENED 2 (2)2x6 N0.2 SYP TOP PLATE FASTENED W (2)2x NO. SYP TOP PLATE FASTENED EACH FOR UPLIFTS LESS THAN 1200 LBS. WITH 2)ROWS 101 AT 16"O.C. E z o WITH (2)ROWS 101 AT 16"O.C. WITH(2)ROWS 101 AT 16"O.C. ( N0.2 SYP HEADER,TYP. SEE v STAGGERED. MINIMUM 24"LAP WITH(12) PLANS FOR SIZE, PLIES,AND M � W STAGGERED. MINIMUM 24"LAP WITH (12) STAGGERED.MINIMUM 24"LAP WITH(12) o a O 101 IN LAP. 101 IN LAP.FASTEN TO STUD WITH SPH AT (2)2x6 N0.2 SYP TOP PLATE FASTENED 101 IN LAP. NUMBER OF KINGS AND CRIPPLES. -' WITH(2)ROWS 10d AT 16"O.C. v o 32"O.C. n FASTEN STUD TO TOP PLATE WITH cn W STAGGERED. MINIMUM 24 LAP WITH(12) W M FASTEN 7/16"OSB W/8d @ 6"O.C.ON " / 10d IN LAP. SIMPSON SPH AT 32"O.C. o co EDGES, 12"O.C.IN FIELD. FASTEN 7/16OSB W . 6"O.C.ON 1/2"ALL THREAD CONNECTORS.SEE EDGES, 12 O.C. IN FIELD. ALL-THREAD NOTES FOR INSTALLATION KING STUDS&CRIPPLES:(6)16d SPECIFICATIONS,SPACING AND _ _- FASTEN 7/16"OSB W/8d @ 6"O.C.ON BETWEEN ADJACENT KING STUDS 2x6 SPF STUDS AT 16"O.C. 2x SPF STUDS AT 16"O.C. EMBEDMENT. EDGES, 12"O.C. IN FIELD. AND CRIPPLES. 7 ---'- 0 2X6 No.2 SYP BOTTOM PLATE FASTENED TO 2x No.2 SYP BOTTOM PLATE FASTENED FASTEN 7/16n OSB W/8d @ 6n O.C.ON TO --- 2x4 SPF STUDS AT 16"O.C. W �. 2X4 No.2 SYP BAND BOARD WITH 10d NAILS BAND BOARD WITH 10d NAILS AT 6"O.C. EDGES, 12"O.C. IN FIELD. 2x4 NO.2 SYP PT BOTTOM PLATE.FASTEN co Q AT 3"O.C.ON EDGE, 12"O.C.IN FIELD. TO BEAM BELOW WITH 16d NAILS AT 6"O.C. PLACE 1/2"ANCHOR BOLTS PER zz 3/4"PLYWOOD FLOOR DECKING FASTENED 3/4"PLYWOOD DECKING FASTENED TO 2x6 SPF STUDS AT 16"O.C. TO TRUSSES WITH Sd NAILS AT 6"O.C.ON FLOOR JOISTS WITH 8d NAILS AT 6"O.C.ON THE TYPICAL WALL SECTION. z r' EDGE, 12"O.C. IN FIELD. EDGE, 12"O.C. IN FIELD. 3/4"PLYWOOD FLOOR DECKING FASTENED TO TRUSSES WITH 8d NAILS AT 6"O.C.ON 2x6 N0.2 SYP PT BOTTOM PLATE.APPLY 1/2"ANCHOR BOLTS AT 6'O.C.WITH 6"MIN EDGE, 12"O.C. IN FIELD.5z- Z. • D V EMBEDMENT AT EACH SIDE OF BOTTOM ° ° ° z FLOOR TRUSS SYSTEM BY OTHERS. _ _ PLATE SPLICES. FLOOR TRUSSES BY OTHERS. ° FLOOR TRUSS SYSTEM BY OTHERS. °• °° ° , a o II-III ° l l-III=) I SECOND FLOOR TO BEAM: MSTA24 AT 32" -1 I IEE O.C.WITH(26)10d NAILS. SUPPORT BEAM ° ° ° e z W Q -III-I I ° - _ AS SHOWN ON FRAMING PLANS. Z III-III ° III=I I SEE FOUNDATION PLAN FOR FOOTING O (2)2x6 NO.2 SYP TOP PLATE FASTENED (2)2x N0.2 SYP TOP PLATE FASTENED III-I I _ I I=I WITH(2)ROWS 101 AT 16"O.C. 1 I;I I=I I-1 I-I I �' SPECIFICATIONS. WALL SECTION O N LVL BEAM Uj > WITH (2)ROWS 10d AT 16"O.C. i-I i-1 I-i �- TYP I CAL HEADER F RAM I N G DETAIL w > LO STAGGERED. MINIMUM 24"LAP WITH(12) STAGGERED.MINIMUM 24"LAP WITH(12) 3n_ n 101 IN LAP. 10d IN LAP. 1/2 - 1-0 1/2"= V-0" 0 c041 V IM CN 1/2"ALL THREAD CONNECTORS.SEE z TYPICAL WALL SECTION NOTES JU_ FASTEN SECOND FLOOR STUDS TO FIRST 1i4" 1'-0" ALL-THREAD NOTES FOR INSTALLATION 0 = 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO = SPECIFICATIONS,SPACING AND FLOOR STUDS WITH MSTA36 AT 32"O.C. ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES,KINGS OR TOP Q Z U EMBEDMENT. PLATE. �- ~ F. Q FASTEN 7/16n OSB W/8d @ 6- O.C.ON NOTE A.WHERE SECOND FLOOR WALL FRAMING HAS A CONTINUOUS EDGE OF ALL THREAD WASHER W MUSTV Q 00 _ FASTEN 7/16"OSB W/8d @ 6"O.C.ON EDGES, 12"O.C. IN FIELD. HEADER,FASTEN CRIPPLE STUDS CONTINUOUSLY THROUGH FLOOR FASTEN ROOF RAFTERS TO WALL BE WITHIN 3"OF THE HEADER KING w Z d U EDGES, 12"O.C.IN FIELD. SYSTEM USING MSTC66 STRAP AT EACH CRIPPLE, EXTENDING 12"INTO WITH H2.5A,ALL HOLES FILLED WITH STUD,TYP BOTH SIDES OF OPENING. M FIRST AND SECOND LEVEL CRIPPLES,MIN. USE 10d NAILS IN ALL HOLES. 101 NAILS. TOP PLATE TO GARAGE HEADER "- Y Z CONNECTION:SIMPSON SPH AT 24" = z U Q O.C.WITH (12)101X1-1/2"COMMONS. V Q O Q 2x SPF STUDS AT 16"O.C. 2 TOP PLATE TO KING STUD 2x N0.2 SYP TOP PLATE FASTENED m - 2x6 SPF STUDS AT 16"O.C. WITH (2)ROWS 10d AT 16"O.C. Q O STAGGERED.MINIMUM 24"LAP WITH r CONNECTION:(2)SIMPSON SPH WITH 2x N0.2 SYP PT BOTTOM PLATE.FASTEN (12)10d IN LAP.FASTEN TOP PLATE TO (12)101X1-1/2"COMMONS AT EACH w m F_ 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY 1n HEADER WITH SPH AT 24 O.C.WITH Z J BOTTOM PLATE TO SLAB WITH ANCHOR 101 NAILS IN ALL HOLES. END OF HEADER. 1/2"ANCHOR BOLTS AT EACH SIDE OF BOLTS AND 2"SQ WASHER AT 48"O.C.,6" GARAGE DOOR HEADER.SEE BOTTOM PLATE SPLICES. MINIMUM EMBEDMENT.FASTEN TO STUD FINISH WITH SPH AT 32"O.C. SO %o HEADER CONTINUOUS OVER FRAMING PLANS FOR SIZE AND PLIES. Q _ GRADE _ MULTIPLE SUPPORTS.SEE PLAN FOR =I III=I I(_ =1 I 1=III HEADER SIZE AND PLIES.FASTEN - =I I I • 7=77__177 =III-I I 1=I0 10 lo 0 01 10 10HEADER TO CRIPPLES WITH MSTA18, 11-I a I I I-i I I-I SEE FOUNDATION PLAN FOR FOOTING SEE FOUNDATION PLAN FOR FOOTING I I-1 I 1=I I I a -III=III= SPECIFICATIONS. ALL HOLES FILLED WITH 10d NAILS. FASTEN ADJACENT STUDS W/(2) I-I I I=I i=III-III-1�' SPECIFICATIONS. -III-)I I-) a III=III= ROWS 101 COMMON NAILS @ 8"O.C. M FASTEN WALL SHEATHING TO SHADED T o III-III-III-III-1 I III- MEMBERS WITH 8d COMMON NAILS AT 04 STAGGERED.FASTEN 7/16"OSB TO �, T -i 1=1 11-1 11-1 I I=1 I " a 0 a 0 m c� 3 O.C. EXTERIOR OF RETURNS&ABOVElo 3 ,e > q DOOR W/8d @ 3"O.C.ON EDGE, 12" 3 E10 a; TYPICAL TWO-STORY SECTION O.C. IN FIELD. o a o 1 n_ r. YPICAL WALL S E GT I 0 N FASTEN ALL CRIPPLES TO BOTOTM 1/2 - ,-0 GP PLATE WITH SPH (2)MSTAM24 FOR GARAGE HEADER /2"= 1'-0" 1/2"ANCHOR BOLTS AT 48"O.C.PLACE CRIPPLES. TAPCOS INTO STEMWALUMON0.1/4" BOLTS MAX 12"FROM CORNERS,ENDS AND SPLICES. GARAGE SLAB rr^^ - SPH WITH(10)8d AT 24"O.C.IN SW SEE TABLE BELOW FOR SHEAR ' WHERE THERE ARE FIRST FLOOR WALLS FINISH GRADE VJ HEADER, MINIMUM(2)PER WALL HOLD DOWNS.SHEAR a BELOW INSTEAD OF A FOOTING, FASTEN HEADER WALL ANCHORS TO BE WITHIN eda e e CRIPPLE STUDS TO STUDS BELOW WITH 3"OF DOUBLE STUD GROUP. 4 e e a. ea MSTA36. Ell 3"x3"SQ WASHER AT TOP OF a 4 a e e a _ ° ° ° I- a 11 I=1 11=1 THREADED ROD HOLD DOWN. W III-III-I =111=I I I_I I IIILl-III i t=1 -I I - ,III,_„ �illi�ll��illll��lll=III III, ,Ill�iilll=III= -III=III-III= NO.2 SYP HEADER,TYP. SEE 7/16„OSB FASTENED TO _I I I=11 I- I I I=III-III=III- PLANS FOR SIZE,PLIES,AND FRAMING W/8d AS SHOWN IN NUMBER OF KINGS AND CRIPPLES. THE TABLE BELOW CRIPPLES TO HEADWITH 7 CONTINUOUS HEADER FRAMING TYPICAL GARAGE OPE N z IPPLAD MIPPL WITH AD IN HEADER, 1/2 1-0 N I G DETAI L (8)10d IN CRIPPLE -- HEADER KING STUDS ARE V ACCPETABLE AS SHEAR WALL . THREE OPENINGS SHOWN ABOVE.MAY APPLY TO TWO OPENINGS OR MORE. END STUDS 2x4 LATERAL AND DIAGONAL TRUSS BRACING AT 24"O.C..FASTEN EACH KING STUDS&CRIPPLES:(6)16d END WITH(3)10d TOE-NAILS. U. BETWEEN ADJACENT KING STUDS AND CRIPPLES. �-` INSTALL DOUBLE STUD GROUP AT EACH END OF SHEAR WALL. FOR DOUBLE SHEAR WALLS, NO.2 SYP DOUBLE TOP PLATE USE(4)STUDS. BOTH WALL HEIGHTS(TYP). 00 N C t�00 1/2 ANCHOR BOLTS AT 24"O.C. 7/16"OSB FASTENED TO FRAMING W/8d AT 3" - LID n ALL CRIPPLES TO BEAM BELOW n FLOOR TRUSS SYSTEM BY OTHERS. a' �* WITH MSTA30 WITH(16)8d BETWEEN SHEAR WALL ENDS. O.C.ON EDGE,6 O.C. IN FIELD. c W< EMBED 8"MINIMUM AND USE 3" p p SQUARE WASHERS. _� BLOCK SHEETING EDGES o 0 0 ° WITHIN 4"OF GABLE END. INSTALL BLOCKING BETWEEN W p, o 2x4 SYP OUTRIGGER AT 24"O.C.CLIP TO FIRST TWO STUDS OF HIGHER SEE WALL SECTION FOR DETAILS. m ° BALLOON FRAMED TOP PALTE W/SIMPSON PLATE.FASTEN OSB TO N N H2.5 W/(8)8d COMMONS. BLOCKINGS W/8d COMMON NAILS A BEAM BELOW.SEE PLAN AND @ 3"O.C. c TRUSS PLACEMENT PLAN FOR BLOCK BETWEEN OUTLOOKERS. W TRUSS BRACING AT WALL SIZE AND PLIES. GABLE TRUSS TOP CHORD (2)SPH WITH(8) 11 _ ,- SHEARWALL SCHEDULE3/4" a `2 TYPICAL HEADER DETAIL - ON BEAM - 2x4 No.2 SYP X-BRACE. SEE PLAN FOR 101 COMMON NAILS. - 1 0 � � M 5 ANCHOR SIZE LOCATIONS.EXTEND BACK 8 FROM GABLE. N cn 0 v 1/2"= V-0" SHEARWALL EDGE SPACING SHEARWALL ATTACH TO GABLE AND TRUSS VERTICALS W/ `.° 0 AND EMBED DESIGNATION 8d NAILS ANCHOR DEPTH (3)16d. WHERE TRUSS VERTICALS DON'T SEE TYPICAL WALL SECTION FOR OU `; rn SW 3"O.C. 1/2"ROD 1/2", 12"DEEP EXIST,APPLY 2X4 No.2 SYP VERTICALS WITH THE REST OF THE FRAMING (3)161 COMMONS AT EACH INTERSECTION OF SPECIFICATIONS. ROOF TRUSSES OR '0110l+IM00�r��i SW2 2"O.C. HDU8-SDS2.5 7/8", 12" PROPOSED VERTICAL AND EXISTING TRUSS. CONVENTIONAL FRAMING �, ,le VAy/�/� (2)SW 3"O.C. (2)HDU8-SDS2.5 (2)7/8", 12" oo �" ,• (2)SW2 ' 2"O.C. (2)HDU11-SDS2.5 (2)7/8', 12" 10 �. F L-BRACE AS SPECIFIED BY TRUSS FASTEN BRACE TO WALL WITH 16d s NOTESMANUFACTURER. NAILS. *P 1."(2)"DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. FASTEN LATERAL BRACE TO GABLE BOTTOM y� CHORD WITH (2)SIMPSON H2.5 WITH(8)8d. 2.5/16"HARDI-PANEL 1S ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF SHOWN ON THE FRAMING PLAN. STRAP GABLE TRUSS TO STUD WALL WITH 2x4 No.2 SYP BLOCKING AT 12"O.C. s��,�s °•°* t` `` 3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE SIMPSON MSTA12 WITH (10)10d AT 48"O.C. ° °, °o^ ° °� ° ;Dp a FASTEN TO BOTTOM CHORD OF FRAMING PLAN. SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW ° ° TRUSSES WITH (3) 101 NAILS. D Sheet No. OPENINGS. 2x4x8'SYP LATERAL BRACE AT 48".APPLY(2) 16d THROUGH DIAGONAL BRACE INTO EACH 4.SHEARWALL SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS.SEE CEILING JOIST. TABLE FOR EDGE SPACING. GABLE BRACING DETAIL - TRUSS PLATE HEIGHT CHANGE S5 0 n= , " -� SHEAR WALL ASSEMBLY DETAIL 9 1/2"= 1'-0" 1'2 ,-0 WALL BRACING DETAIL 1 2 6 e. 5 OF 5 This document together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without wren authorization by Alexander Grace Consulting,Inc.,shall be without tiabtiity to Alexander Grace Consulting,Inc.