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2559-2571 River Landing Dr (plans) (a)NIT A - GARAGE RIGHT UNIT B - GARAGE RIGHT O M/I UNIT C - GARAGE RIGHT UNIT D - GARAGE LEFT NIT C - GARAGE LEFT M/1 HOMES HOMES SERVICE CORP. ABBREVIATIONS SUBDIVISION LV I 9: MODEL: MISC. NIT B - GARAGE LEFT NIT A - GARAGE LEFT k ( � w I Y '111 _ ■ ■ III •■■■ �- "� ''II��II"1L;_''i��ll ■ �— �. ■ ■ ■ 1� � ��(�- Li_.L�l ' � � �!• ■ice ME Mm T� _ �---- RIVERVIEW TOWNHOMES LOT 14-20 7 UNIT BUILDING �� k BUILDING SQUARE FOOTAGE ABV. A/C ABOVE AIR COMPRESSOR GA. G.F.I. GAUGE GROUND -FAULT CIRCUIT RM. R.O. ROOM ROUGH OPENING W WINDOWS AREA TAB �� UNIT A-GR11 UNIT 11 B-GR1, UNIT 11 C-GR11 UNIT UNIT UNIT UNIT ,s D-GL11 11 C-GL11 11 B-GL11 " A-GL1, BLDG. TOTAL LL C14 LL_ CODE DESCRIPTION Q J 0016 SINGLE HUNG - BLOCK ADJ. AHU ALT AMP. ADJUSTABLE AIR HANDLER ALTERNATE AMPERAGE GL. GYP. BD. H.C. INTERRUPTER GLASS GYPSUM BOARD HOLLOW CORE R/S S.C. S.D. S.H. ROD AND SHELF SOLID CORE SMOKE DETECTOR SINGLE HUNG 1st FLOOR LIVING 1416 2nd FLOOR LIVING TOTAL LIVING 1416 737 863 1600 952 1347 2299 812 952 737 1416 1018 1347 863 1830 2299 1600 1416 7022 5438 12460 p 0018 FIXED GLASS - BLOCK CU 10J 0020 HORIZONTAL ROLLER (GLIDER) -BLOCK 0026 SINGLE HUNG -FRAME 0030 FIXED GLASS - FRAME BD. BOARD HDR. HEADER SH SHELF GARAGE 244 254 402 254 402 254 244 2054 0028 HORIZONTAL ROLLER (GLIDER) - FRAME BLK BLK'G, BLOCK BLOCKING HT. INSUL. HEIGHT INSULATION SHTHG. SHWR. SHEATHING SHOWER ENTRY 12 35 43 51 43 35 12 231 0021 SLIDING GLASS DOOR - BLOCK 0027 SLIDING GLASS DOOR - POCKET 1/2 ROUND WINDOW OR EYEBROW C.L. CABT. CLG. CENTER LINE CABINET CEILING INT. LAM. LAV. INTERIOR LAMINATED LAVATORY SIM. SGD. STD. SIMILAR SLIDING GLASS STANDARD LANAI 60 TOTAL UNDER ROOF 1732 PATIO 41 65 1954 31 84 2828 35 82 84 65 60 2217 2828 1954 17 3,krj 49 35 31 1 41 500 15245 263 0036 WINDOW DKVE Y IRECTLABO- BLOC 1/2 ROUND WINDOW OR EYEBROW 0037 WINDOW DIREGTLY ABOVE - FRAME CLR. CLEAR LUM. LUMINOUS TEMP. TEMPERED GLASS 1 HMFLG HORIZONTAL - BLOCK 1 HMFIN HORIZONTAL - FRAME CONC. CONCRETE M.C. MEDICINE CABINET THK. THICK 1 VMFLG VERTICAL - BLOCK CPT. C.T. C.J. CMU D. DBL. DIA. DIM. DISP. DP. DR. D.S. DTL. CARPET CERAMIC TILE CONTROL JOINT CONCRETE MASONRY UNIT DRYER DOUBLE DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL MFR. MIN. MTD. MTL. N.I.C. N.T.S. O.C. P.L. P.B. PH. PLYWD. PR. PT MANUFACTURER MINIMUM MOUNTED METAL NOT IN CONTRACT NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLYWOOD PAIR PRESSURE TREATED T.O.C. T.O.P. T.O.S. TYP. U.N.O. VP. W. W/ WD. . WDW. W/H W.I. W.P. TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON WEATHER PROOF SHEET L 1 VMFIN VERTICAL - FRAME DOORS CODE DESCRIPTION 5 "SIDELIGHT" INSWING (3068) Sheet Number Sheet Title Sheet Number Sheet Title 7 DOUBLE INSWING/OUTSWING (6068) 10 SINGLE INSWING/OUTSWING (2668, 2680, 2468, 2068) 1 Cover Sheet 15 Unit "D -GL" Floor Plans 22 PAIR OF 30$0 (3080, 6080) 2 Elevations 16 Unit "D -GL"" Electrical Plans 11 SINGLE INSWING/OUTSWING (2868, 3068, 2880) 3 Building Sections 17 Unit "C -GL"" Floor Plans 23 FRENCH DOORS (6068, 6080) 4 Building Floor Plans 18 Unit "C -GL" Electrical Plans 5 Slab Plan / Plumbing Plan 19 Unit "B -GL" Floor Plans 6 Slab Details 20 Unit "B -GL" Electrical Plans D.W. DISHWASHER R. RAD. RISER RADIUS 7 Masonry Plans 21 Unit "A -GL" Floor & Electrical Plans EA. EACH R/A RETURN AIR GRILL 8 Framing Plans 22 Separation Wall Elevations & Details ELEV. ENG'D. EQ. ELEVATION ENGINEERED EQUAL REF. REV. REFRIDGERATOR REVERSE 9 Framing Details 23 Separation Wall Elevations 10 Unit "A -GR" Floor & Electrical Plans D1 Detail Sheet EXH. EXHAUST 11 Unit "B -GR" Floor Plans D2 Detail Sheet EXT. EXTERIOR F.G. FIXED GLASS 12 Unit "B -GR" Electrical Plans D3 Detail Sheet 13 Unit "C -GR" Floor Plans FIN. FINISH 14 Unit "Ci -GR" Electrical Plans FLR. FLOOR FLR'G FLOORING FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FTG. FOOTING LATEST REVISION DATE TO MASTER: 05/10/07 b LU O U) J Cid DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER INDIGATED DIMENSION5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M/1 HOMES FOR GLARIPIGATIONI r O -6 -' � V 0000 co z P C F- LZ ch W Gano Lo.� LO W mp�� _ ¢w=r Z C14 O Q LL C14 LL_ © a Q J W b LU O U) J Cid DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER INDIGATED DIMENSION5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M/1 HOMES FOR GLARIPIGATIONI F— Z L1J Q J W (D F— w O Gfa Z p o Z:) CU 10J b LU O U) J Cid DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER INDIGATED DIMENSION5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M/1 HOMES FOR GLARIPIGATIONI GODE SUMMARY I. APPLIGABLE GODE5 I. FLORIDA BUILDING CODE 2004 - RESIDENTIAL 2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - ACGE551BILITY 3. NATIONAL ELECTRICAL CODE REGUIREMENT5 FOR ONE- AND THO- FAMILY DHELLIN65; NFPA 10A, 2002 4. FLORIDA FIRE PREVENTION CODE - 2004 BUILDIN5 TYPE: 2 5TORY TOHNHOU5E to ch w co W GON5TRUGTION TYPE: UNPROTECTED,UN5PRINKLED TOP OF IST FLOOR BLK_WALL -- ---- FIRE PROTEGTION RATING REGUIREMENT5: LLJ UZNM 0 Q J C'7 I.1_ W 04 REQUIRED PROVIDED I. PARTY AND FIRE HALLS 2 HR. 2 HR. 2. INTERIOR BEARING HALL5 0 0 3. INTERIOR NON BEARING PARTITIONS PER 105.1.2 0 0 4. GOLUMN5 0 0 5. M5 GIRDERS, TRIJ55E5 AND ARGHE5 0 0 6. FLOOR/GEILING GONSTRUGTION W 0 1. ROOF / GEILING 6ON5TRUGTION 0 0 8. EXTERIOR BEARING HALL5 ''- HORIZONTAL SEPARATION: (PARRALLEL HALL5) r O 0 ft. to 6 ft (0 % OPENINGS) I (045) N/A (045) OVER 6 ft 0 0 q. EXTERIOR NON BEARING HALL -5 HORIZONTAL SEPARATION: (PARRALLEL HALL5) 0 ft. to 6 ft (0 % OPENIN65) I (5%) N/A 0% OVER 6 ft 0 0 TOP OF 2ND FLOOR WALL PLATE _ _ - -18'-9 1/8' _ - - 2ND FLOOR FIN. FLR H �� to ch w co W (D TOP OF IST FLOOR BLK_WALL -- ---- qw LLJ UZNM TOP OF SLAB 0'-0' - - - (REFI ELELEVT I'-4" I" RA15ED x 2% PERIMETER BAND Q 4 I" PA15ED x 2"W. GRO55 BAND (CN I" THICK BOARD 10 ® DECO FOAM SHUTTER DETAIL 4' I' 8" 4 OPTIONAL DECO VINYL 5HOTTER I A TYP TYP. TOP OF 20 FLOOR WALL PLATE _ TOP OF 2ND FLOOR WALL PLATE - - - 20 FLOOR FIN. FLR +l0' 88 3/4" TOP OF I5T FLOOR BLK_KAU X9'4' TOP OF SLAB 0'-0' - - - (REF. ELEV) 7 UNIT BUILDING LEFT SIDE ELEVATION - B 4' 6ALV. MTL. OFF -RIDGE VENT MIN. 4' HORIZONTAL CLEARANCE FROM I2 UNIT SEPARATION WALL 0 5 12 ---15 2' 2" 1'-0" O.H. RETURN 12 -75 ------------- 1'-0" 2ETURN ❑ ❑ -- FINISH TOP OF 2ND FLOOR WALL RASE - - - - - +IB' -9118" 2ND FLOOR FIN. FLR. -mF+10'-83/4° - - - - TOP OF 15T FLOOR ELK. WALL - - - - TOP OF SLAB 0'-0 611W. SCORED BAND BAND 7 UNIT BUILDING RIGHT SIDE ELEVATION - B T A - GARAGE RIGHT I' RAISED GROSS BAND 2'-0" O.G. 12 Tn'• 5 � "V" EROOVE SMOOTH 5AND :r 12ELINATION FOR I'-0�� FIN15H ABV. 4. VERT. BOAR25 OW. TYR G.J. TO SOFFIT GTR. ON TYP. I" THICK WOW K, BOARDS - - - VERT. 2ND FLOOR FIN. FLR GJ. 10--8-8 2 3 —UN T B - GARAGE RIGHT 8"W. SCARED 12 / BAND (TYP) -n s F -- NI T C - GARAGE RIGHT 8"R 5GORPD 12 BAND (1YP) 5 NIT D - GARAGE LEFT 12 8'W. SCORED BAND 6" SCORED I' 0' 5 F I I BAND AT W' NIT C - GARAGE LEFT 12 B"W. SCORED 5 I- BAND (TYP) 12 �5 NIT B - GARAGE LEFT 12 8"W.5GORED -- 5 A BAND (rip) 0 NIT A - GARAGE LEFT 70P OF 2ND FLOOR W/KL PLATE - - - - - -i 18'-91/8" 2E 2ND FLOOR FIN. FLR +0'83/4"----- - - � TOP OF 15T FLOOR [ELK_WALL _ _...T BUILDING REAR ELEVATION • B 5GALE: OH. 12 1 CTR I I GTR ONCTRBTWN. 12 WK HU7W. ONLY 113" GTR. ON WDW.BT WDW.O 3" 1 1 G WDO 4-f 3' HIDW. GTR. ON 3" 52 2 �, 1 O . ( WDW2 6 ''I'-1' 2'-6' WOW. 1 10 2'-4' FLOOR WALL PLATE _ - - - - - - - - - i .� . .. - - - - - - - - - - - - - - - - - - - - WA1/8 _ TOP . ■■■� rGRO55 BAND OP - .-.._ _ 11F �� _ �� r I. _- 10 I �. �..Q...�.,� �.—w�..� ��• ® 1 : I �• - - ��.��Ir 11111 11111 ■ 11111■ ■ ■ ■ 11L11I1I�IVnItIlI ��■� � io �- ��a�r�re�re� �r�.�_ t��■■I/ �_— 1111WE _ - —�Im� ■ 11 — I ,11kill !"'m F1 DECO O � 11 mr �m_ ON A ■■ / �._=_amu-__�. __ •_ /1INIMIN RE -;'IMF ON =Tli __ a-_ :J��'�' _ -_ -- i-/ ■ ■ ■ ■■■ 11 1 7 NO 1 1111001 ►`I fills © u me171!�81H. , STONIF VENEER r 2'-0' RE11M AT SIDE HAI 15 211 o © © o WOW. 2NDFLOOR FIN. FLR 10'-8 3/4' TOP OF 15T FLOOR BLK. WALL TES (REF. FtfVJ IE VENEER 7 UNIT BUILDING FRONT ELEVATION - B 5GALE: I/6"=1'-0" LATEST REVISION DATE TO MASTER: 05/10/07 U) w 0 O U Z� �� u) 0 H �� to ch w co W (D AU LLJ UZNM 0 Q J C'7 I.1_ W 04 � W d LLI O o J � DO NOT 5GALE PRINT51 GON5TRUGTION 5HALL BE PER INDIGATED DIMEN5ION5 ONLY, ANY 0I5GREPENGIE5 TO BE REPORTED TO M/I HOME5 FOR GLARIFIGATIONI 2 ORLANDO Z LLV W CL - rrWnn V t1 U W 0 N �G ''- N r O w e r Q J LLI O o J � DO NOT 5GALE PRINT51 GON5TRUGTION 5HALL BE PER INDIGATED DIMEN5ION5 ONLY, ANY 0I5GREPENGIE5 TO BE REPORTED TO M/I HOME5 FOR GLARIFIGATIONI 2 ORLANDO NIT A - GARAGE RIGHT UNIT A BELOW L- - - - - - - - - - - J - Q I NIT A - GARAGE LEFT -------- - - - - --- I UNIT A BELOW i ---------- 1 UNIT BUILDING 2ND FLOOR PLAN - ELEVATION - B 56ALE: 115"4-0' NOTE: SEE UNIT PLANS FOR DETAIL 7UNIT BUILDING 1ST FLOOR PLAN - ELEVATION - B LATEST REVISION DATE TO MASTER: 05/10/07 liirr� CIL w O O W U Lu C/) Lu 2 O s� oco �L z (D U ccs W co co co o�� Z =cn�. U CiZN O J O M LL LL W N � Q 0 Lu n O cn J Cl) DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY 1?15GREPENGIE5 TO BE REPORTED TO M/1 HOMES FOR GLARIEIGATIONI 4 ORLANDO I -- Z W 11 Z3 O m O ~ N O r O W � r O J 0 Lu n O cn J Cl) DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY 1?15GREPENGIE5 TO BE REPORTED TO M/1 HOMES FOR GLARIEIGATIONI 4 ORLANDO SLAB NOTES: DENOTES FILLED CELL W/ 3,000 PSI GROUT W/ 1-#5 REBAR UNLESS NOTED OTHERWISE. 2. 4" MIN, 2500 PSI CONCRETE SLAB WITH 6"X6 #10/10 W.W.M/ OR FIBER MESH ON 6 MIL VAP BARRIER ON CLEAN WELL COMPACTED EARTH FILL. PLUMBING NOTES: 1. PROVIDE 1' WATER SERVICE. 2. ALL SUPPLY PIPES SHALL BE CPVC. 3. ALL SANITARY DRAIN PIPES SHALL BE PVC. 4, PROVIDE 4' DIA. SANITARY DRAIN TO SEWER. UILDING - PLUMBING & ROUND PLAN - ELEVATION - B NIT BUILDING kB PLAN - ELEVATION - B uwl _0 LATEST REVISION DATE TO MASTER: 05/10/07 O U) I -- to z co cO _.FDoo C . U _ G � o cin 0 0 U J J Lu LL Q Lu W cnW CL 0 oar cn w O =z W O z0 cu N O Ow J rO W WO Z Q O W v J W b W O DO NOT 5GALE PRINT51 GON5TRUGTION 5HALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY DI5GREPENGIE5 TO BE REPORTED TO M/1 HONES FOR GLARIPIGATIONI 5 ORLANDO I -- to z co cO _.FDoo C . U _ to1'W� 0 Q o cin U c�Z ocl�S J J LL Q � b W O DO NOT 5GALE PRINT51 GON5TRUGTION 5HALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY DI5GREPENGIE5 TO BE REPORTED TO M/1 HONES FOR GLARIPIGATIONI 5 ORLANDO I -- Z W CL � rWn rM� W O cu N O rO WO O J b W O DO NOT 5GALE PRINT51 GON5TRUGTION 5HALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY DI5GREPENGIE5 TO BE REPORTED TO M/1 HONES FOR GLARIPIGATIONI 5 ORLANDO LINTEL NOTE5: I. REFER TO PLAN(5) FOR BOTTOM OF LINTEL HE1614T5. 2. GO%RETE IN LINTEL 5EGTION5 SHALL BE 3000 P510 28 DAY5 3. REAR 5Ti EL SHALL BE MIN. 6RADE 40 DEFORMED. 4. LINTEL5 MANUFACTURED BY GA5T-6REfE, LOTT5, WEKIWA OR GUALITY PREGA5T ARE AGGEPTABLE. 5. ADD'L GONG. FILL W I-#5 BAR IN "U' LINTEL515 AGGE PTABLE BUT NOT RFMIRED FOR LINTEL 5EGTION5 #2 AND #2R. LINTEL HUM: IONS: 8"H. PREGA5T V LINTEL ON TOP G F6E FILL WI GONG, 1-415 (MIN. b-1/2" 15%. ON END5) O 8'H. IaMDJT GMU TOP GOUR5E FILL WI CONG. 41-45 FELT PAPER OR SCREEN _ UNFILLED 04) GOUIZ�(5) ~ N 8'H. PR WT V LINTEL- twiuiv (MIN. 4" OR6DN BIDS) 8'H, REGE55ED PRECAST L- - - - 'U' LINTEL -UNFILLED O(MIN. 4' BR5. ON E05) 2R 8"H. KNOCKOUT GMU TOP; �r COURSE FILL WIGONG. d I-#5 PREGA5T OR PRE5TRE55ED 'U" IM -FILL WI GONG. 4 1-#5 ': (MIN. b -I/2" 15%. ON ENDS) 8'H. RECESSED PREGAST L _ -- - J V LINTEL -FILL WI COW. S I-#5 O(MIN. frll2" BR6.ON EN05) 3R 8'H. KNOCKOUT GMU TOP; COURSE FILL W( (ONG. i 145 GMU GOURSL{5) FILL m o WI GONG. o O N 8'H. PRECAST OR PRESTRE55ED "Il' LINTEL -FILL Wl GONG. 4 145 (MIN. b -I/2" BR6. ON E05) 8'H. REGE5%D PRECAST - - - - "U" LINTEL -FILL WI GONG. 4 145 O(MIN. b-0'5%. ON ENDS) 4R I A - GARAGE RIGHT L- - - - - - - - - - - 10'-2" KNITA - GARAGE RIGHT NIT C - GARAGE RIG 2nd FLOOR LINE IR, FIRE RATED 8" ( PARATION WALL SE EET 22 & 23 (TYP.) 2nd FLOOR LINE I IT D - GARAGE LEFT F --- 2ND FLOOR LINE IR IE 6 51DF NIT C - GARAGE LEFT 2nd FLOOR LINE J 'IR. FIRE RATED 8" C SEPARATION WALL SHEET 22 & 23 (T) J 2nd FLOOR LINE NIT A - GARAGE LEFT B - GARAGE RIGHT UNIT C - GARAGE RIGHT UNIT D - GARAGE LEFT UNIT C - GARAGE LEFT 25'-8' 24'-4' 25'-b' 1T -In' 10'4" 15'-b' _ _-- 12'-2" 12'-2" 15'4" 4'-8' 2'-8' 2' 8' 4'-2" O 26.4 O 26.4 O O 5 f O �� 3 GD255H 4'-8' I' 4' 3 G255H G255H 4040 HIR L=10'-2' EGRE55 L=12' 2" ERE% - - - - - - - E6RE55 - L=10'4" - L=4' -b" HDR HT. 7-4" Af.F. / 2T3 p 0 QQ O 4040 HR L=4'-0' L-5 4 8" O 3 L=6'-0' I O HDR HT. +7-4" A.F.F. ry 25.4 boaO 5w g" L,y'$" O 6080 560 L=1 ® 1�, L=5'-4" - - fib® 0 - 6060 560- b0b0 560O L=TA -4" 25.4 0� L0 2q -411 201-Q,11 251�11 2241-411 251`Q II - 10 L -4' -6'2 -HR. FIRE RATED 8" CMU �J O 01-0" SEPARATION WALL SEE TOP OF SLAB (REF, ELEV.) SHEET 22 & 23 (TYP.) -� SII Z3� L0 2R ,�E-24.8 L=4' b' _ 3�6W 80T. OF 4 8" LINTq 1' 4 - - L=8' - - I INDICATES TOP OF I KAU INDIGATE5 TOP OF Ff I CK WALL +b'-4" Aff. I 0 25.4 8010 O.M. DOOR L=A' 4" 8 It KNOCKOUT Ch1) TOP I #5 COURSE FILL WI GONG. t77 L=4 8"IW7IGATESTOPOF I25A I -----I 1 4 I LQ" 25.4 8010 O.H. DOOR #3 STIRRUPS IN 2R 22� L=4' -b' L -_4'-b` 3068 HDR. HT. +6'-8' AFF. - 26A G25 94 8° 215 2 C BOT. OF v - -LINTEL l' 4" - - - - - - - - AGI 180° HOOK GW WALL +&-4" AF.F. Ii. OF (TaE ® Ib" O.G. Q> T-4'' 25.L=A'-4" Lu moi' 8010 O.H. DOOR 4'H. GM FILL W GONG. L=5' -O •��, W 8"H. PRECAST OR PRE5TRE55ED 1 8" 0' STEP 8 `T 2'-4'-0" BOT. OF V LINTEL -FILL W/ GONG. # 1-15 O(MIN. 5 b-1/2" EIRE. ON ENDS) A - GARAGE RIGHT L- - - - - - - - - - - 10'-2" KNITA - GARAGE RIGHT NIT C - GARAGE RIG 2nd FLOOR LINE IR, FIRE RATED 8" ( PARATION WALL SE EET 22 & 23 (TYP.) 2nd FLOOR LINE I IT D - GARAGE LEFT F --- 2ND FLOOR LINE IR IE 6 51DF NIT C - GARAGE LEFT 2nd FLOOR LINE J 'IR. FIRE RATED 8" C SEPARATION WALL SHEET 22 & 23 (T) J 2nd FLOOR LINE NIT A - GARAGE LEFT B - GARAGE RIGHT UNIT C - GARAGE RIGHT UNIT D - GARAGE LEFT UNIT C - GARAGE LEFT 25'-8' 24'-4' 25'-b' 1T -In' 10'4" 15'-b' _ _-- 12'-2" 12'-2" 15'4" 4'-8' 2'-8' 2' 8' 4'-2" O 26.4 O 26.4 O O 5 f O �� 3 GD255H 4'-8' I' 4' 3 G255H G255H 4040 HIR L=10'-2' EGRE55 L=12' 2" ERE% - - - - - - - E6RE55 - L=10'4" - L=4' -b" HDR HT. 7-4" Af.F. / 2T3 p 0 QQ O 4040 HR L=4'-0' L-5 4 8" O 3 L=6'-0' I O HDR HT. +7-4" A.F.F. ry 25.4 boaO 5w g" L,y'$" O 6080 560 L=1 ® 1�, L=5'-4" - - fib® 0 - 6060 560- b0b0 560O L=TA -4" 25.4 0� L0 2q -411 201-Q,11 251�11 2241-411 251`Q II - 10 L -4' -6'2 -HR. FIRE RATED 8" CMU �J O 01-0" SEPARATION WALL SEE TOP OF SLAB (REF, ELEV.) SHEET 22 & 23 (TYP.) -� SII Z3� L0 NIT B - GARAGE LEFT 7 UNIT BUILDING 2ND FLOOR MASONRY PLAN ON ELEVATION ON B 5GALE: 00 UNIT A - GARAGE LEFT O6080 569 3 25.4 201-QII 2 -HR. FIRE RATED 8" CMU SEPARATION WALL SEE SHEET 22 & 23 (TYP.) -\ A-\ \A 4 AN 10'-2" 2R ,�E-24.8 L=4' b' _ 3�6W 80T. OF 4 8" LINTq 1' 4 - - L=8' - - I INDICATES TOP OF I KAU INDIGATE5 TOP OF Ff I CK WALL +b'-4" Aff. I 0 25.4 8010 O.M. DOOR L=A' 4" L=4'-8" 2R 0 3068 - L=4 8"IW7IGATESTOPOF I25A I -----I 1 4 I LQ" 25.4 8010 O.H. DOOR I I I 2R 22� L=4' -b' L -_4'-b` 3068 HDR. HT. +6'-8' AFF. - 26A G25 94 8° 215 2 C BOT. OF v - -LINTEL l' 4" - - - - - - - - GW WALL +&-4" AF.F. Ii. OF (TaE L=5-0' Q T-4'' 25.L=A'-4" Lu moi' 8010 O.H. DOOR L-8'-4'' L=5' -O •��, W ----------- 1 8" 0' STEP 8 `T 2'-4'-0" BOT. OF 8OF I'-0" STEP 8' I 1 1 I L "4' b _ IN TOP OF I GMU WALL LINTEL 1' 1 I FORMED t 4 O 14" POURED SIDE 8010 OH. DDDR 25.4 F242-1 16010 D.H. DOOR 1 L=4'-4' Gq WALL HAL' OVCimAN6 - - - IOU l 2'-0" Ib' -0' 2'-0" 2-0" Ir 8-0' �q I FORMED dq 8010 O.H. DOOR POURED 51DE 1'-4' �? b' 1 L=11',4" O I O25.4 3 WALL OVWN6 'r " 16010 O.H. DOOR F24T G35 5H ;;� E6RE55 172-09-1 -4" b-0" 2,0112-0' ias• 111-41 b'-4' 12'-4" 5'-8' _ 20'-0" 12'-0" 12'-4" NIT B - GARAGE LEFT 7 UNIT BUILDING 2ND FLOOR MASONRY PLAN ON ELEVATION ON B 5GALE: 00 UNIT A - GARAGE LEFT O6080 569 3 25.4 201-QII 2 -HR. FIRE RATED 8" CMU SEPARATION WALL SEE SHEET 22 & 23 (TYP.) -\ A-\ \A 4 AN 10'-2" LO3 2`11`411 L=4'-b' OI -OMI O J TOP OF SLAB (REF. ELEV.) DATE TO MASTER: 2R 2R ®m - ��... L=4 8"IW7IGATESTOPOF I25A GMU WALL +9'-4" A.F.F. 8IINDIGATE5 i0P of GW WALL +&-4" AF.F. Ii. OF (TaE LO3 2`11`411 L=4'-b' OI -OMI O J TOP OF SLAB (REF. ELEV.) IIS MASONRY NOTES: 1. 1st FLOOR TOP OF BLOCK SHALL BE (D 9'-4" ABOVE FIN. SLAB UNLESS NOTED OTHERWISE 2. WINDOW LINTEL HDR. HT. SHALL BE 84" ABOVE FIN. SLAB ,=5'-10" O UNLESS NOTED OTHERWISE 3 GES 269 7 UNIT BUILDING b' -b' -0" 1ST FLOOR MASONRY PLAN ELEVATION ON B 56ALE: I /8"=1'-D" I LATEST REVISION DATE TO MASTER: 2R 2R - - L=4 8"IW7IGATESTOPOF I25A GMU WALL +9'-4" A.F.F. 8IINDIGATE5 i0P of GW WALL +&-4" AF.F. Ii. OF (TaE Q T-4'' 25.L=A'-4" Lu moi' 8010 O.H. DOOR L-8'-4'' L=5' -O •��, W ----------- 2'-0" 8'-0" 2'-4'-0" 8OF I'-0" STEP 8' I 1 1 I L "4' IN TOP OF I L=9' 4" 1 _ GMU WALL 3' 8" 1 I FORMED t 4 O 14" POURED SIDE 8010 OH. DDDR 25.4 F242-1 16010 D.H. DOOR HAL' OVCimAN6 - - - IOU l 2'-0" Ib' -0' 2'-0" 2-0" Ir 8-0' IIS MASONRY NOTES: 1. 1st FLOOR TOP OF BLOCK SHALL BE (D 9'-4" ABOVE FIN. SLAB UNLESS NOTED OTHERWISE 2. WINDOW LINTEL HDR. HT. SHALL BE 84" ABOVE FIN. SLAB ,=5'-10" O UNLESS NOTED OTHERWISE 3 GES 269 7 UNIT BUILDING b' -b' -0" 1ST FLOOR MASONRY PLAN ELEVATION ON B 56ALE: I /8"=1'-D" I LATEST REVISION DATE TO MASTER: 05/10/07 W Q 0 U Lu moi' r.,,,`` w Lu •��, W 0 U) O �= Z L� O F- 0 w J I-- W Z W O a--' Z o0 CD "V �uw� Cu W oow o 2 H o�cn' Q�-o U caz �' J O J e� LL u- C14 c- LLJ cl CIS Z a- w . m Q M.0 CD CN O 4 -r%" CD LL1 pCDJ W o CD J � DO NOT 5GALE PRINTS! GON5TRUGTION 5HALL BE PER INDIGATED DIMEN5ION5 ONLY, ANY 0I5GREPENGIE5 TO BE REPORTED TO M/I HOMES FOR GLARIFIGATIONI 7 ORLANDO FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91, ANY ADDITIONAL TRUSS BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER. 3. M INDICATES #2 OR BETTER 2x4 BLK'G. AT 48" O.C. BTWN. TRUSS BOT. CHORDS W/ (2)-16d COMMONS TOE—NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. ALL OVERHANGS SHALL BE 12' UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE—NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM. 8. IST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES — MAXIMIZE OPENING AT CENTER OF SPAN 10. PROVIDE 202 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 24 LEDGER AS REQ'D. FOR FLOOR DECK NAILING. 12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES 0 GIRDERS 13. PROVIDE MIN. 2 STUDS 0 GIRDER TRUSS LOCATIONS. nce12AI I Anne. 11VVI LVI . LIVE — 20 PSF. DEAD — 17 PSF. (T.C. — 7 PSF.), (B.C. — 10 PSF.) BOTTOM CHORD NON—CONCURRENT LIVE LOAD — 10 PSF. WIND SPEED — 120 MPH./3 SEC. GUST EXPOSURE CATEGORY — "C" — ENCLOSED BUILDING TYPE. R-OOR LOADS; LIVE — 40 PSF. DEAD — 15 PSF (T.C. — 10 PSF.), (B.C. 5 PSF.) Roof and Floor Girder Connector Schedule mffiTRm A3' 1 'A4' RID6E 2 141-8' Max. Max. 5r Alm Plan 512 r Connector Uplift Gravity Mark Manuf. Model No. Qty. Load Load Fasteners / Remarks 1 SIMPSON MTS12 2 1720 - (14) 10d x 1-1/2" EA. 2 SIMPSON HTS20 2 2490 - (24) 1 O x 1-1/2" EA. 3 SIMPSON MGT 1 3965 _ (1)-5/8" x12" THREADED ROD W/ T-2• 6'-0' 5r 2 SIMPSON SET EPDXY & (22) -10d 4 SIMPSON LTA1 1 1420 _ (12) - 1 O X 1 1/2" TO TRUSS M' -B V7 _ —B'-3 4' & EMBED IN CONCRETE 5 SIMPSON HU28 1 575 2400 -TITEN 1/4" x 2 3/4" TO CMU _ 4 10d x 1 1/2" TO TRUSS 6 SIMPSON HU46 1 1085 3950 (12)-. TITEN 1/4" x 2_3/4" TO CMU _ A8 5 5r 6 10d T x O TRUSS 7 SIMPSON HU26-2 1 1085 3950 (12)_TITEN 1/4" x 2_3/4" TO CMU _ , 6 10d 8 SIMPSON LGUM26-2 1 1430 5595 4 -TITEN HD 3/8" x 4" TO C_MU_ r5 4 -1/4" X 2 1/2" SDS SCREWS 9 SIMPSON LGUM28-3 1 2435 8290 n -_TITEN_HD 3/8" x 4" TO CMU _ _ 6 1/4" x 2 1/2" SDSCR SEW 10 SIMPSON LGUM210-2 1 3575 9575 (§) - TITEN HD 3/8" x 4" TO C_MU 8 1/4" x 2 1/2" SDS SCREWS 11 SIMPSON HGUM5.25 1 10085 14965 (§) -TITEN HD 5/8" x 5" TO CMU 24 1/4" x 2 1/2" SDS SCREWS 12 SIMPSON LGT3- 2 7370 - TOP (12) - SDS 1/4" x 3" @ GIRDER & SDS3 _ _ (26) 16d SINKERS @ POST HD8A 1 7460 - BOT. (1) - 7/8"X8" THREADED ROD W/ SET EPDXY & 3- 7/8" THRU-BOLTS W/ BEARING PLATE WASHERS (24) 1/4" x 21/2" SDS SCREWS C1 12 5r C2 T $-B' 12'-10" 15/8• 5� 15/B' SPA 5119 I, 24-4 3M' 12 21'-0" L!::c5 YP. 32'4" 5r D1 D2 -0' 4'1' 12'0 511.9 WDM OF 12 6FM FOR 5r D3 - D4 42'-0" r -o" 11P. 12 WD- m Al S 2 im. �& 8-0• 4 T 12 B1 5r B2 5� B3 3'4' '-0' 1'-B• -0" b'-0 12 B5 Saim B4 I '. 11dFi'86' »�. 1/Y 34'4 UZ' 42'-0" WDM OF 1Po156'Bb' 12 12 5r B6/�67 b'-81/7 11'-3 5/6' II' -2 UB" 1 Kll t 112' WLM FAGS OF BLOGK 7 UNIT BUILDING 2ND FLOOR ROOF PLAN - ELEV - B 5ETBAGK FACE OF T14W 1/2" FRDM FADE OF BLOCK 7 UNIT BUILDING 1ST FLOOR ROOF & 2ND FLOOR FRAMING - ELEV. • B LATEST REVISION DATE TO MASTER: 05/10/07 J Z O F_ w W IN Z C? 00 Lo U) w L� C:0 Q LU Q V Z � M J Z M LJL z CV U- Q m b Lu O W J (1) DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M/1 HOMES FOR GLARIFIGATIONI s ORLANDO mffiTRm A3' 1 'A4' RID6E 2 141-8' 411E OF 11d1b'A3' 5r Alm I 512 r A615/81 MIDSPAN ll i'M" ---_—_---��Lim 2 a -a% -w 5r A2 IV -A3 -A4 �I L 2Bb 3/9 0-8 U2' 6'-3 V2' 12 50'01 518 5'41Y2' IP4' �5� 12 T-2• 6'-0' 5r 2 51 B' A5 MD31'AN DRO. 5r �5 M' -B V7 _ —B'-3 4' 501-01 518 12 B1 5r B2 5� B3 3'4' '-0' 1'-B• -0" b'-0 12 B5 Saim B4 I '. 11dFi'86' »�. 1/Y 34'4 UZ' 42'-0" WDM OF 1Po156'Bb' 12 12 5r B6/�67 b'-81/7 11'-3 5/6' II' -2 UB" 1 Kll t 112' WLM FAGS OF BLOGK 7 UNIT BUILDING 2ND FLOOR ROOF PLAN - ELEV - B 5ETBAGK FACE OF T14W 1/2" FRDM FADE OF BLOCK 7 UNIT BUILDING 1ST FLOOR ROOF & 2ND FLOOR FRAMING - ELEV. • B LATEST REVISION DATE TO MASTER: 05/10/07 J Z O F_ w W IN Z C? 00 Lo U) w L� C:0 Q LU Q V Z � M J Z M LJL z CV U- Q m b Lu O W J (1) DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M/1 HOMES FOR GLARIFIGATIONI s ORLANDO 2 141-8' 5r Alm A615/81 MIDSPAN 5119 IV �I L 2Bb 3/9 12 5'41Y2' IP4' �5� 12 51 B' 5� MD31'AN DRO. A7 �5 28' -Bare' '-4 V2' II'4' Sr A8 5 5r MID ARAN 9Rb. IN 1/6' A9 31 -0 V7 2 r5 12 B1 5r B2 5� B3 3'4' '-0' 1'-B• -0" b'-0 12 B5 Saim B4 I '. 11dFi'86' »�. 1/Y 34'4 UZ' 42'-0" WDM OF 1Po156'Bb' 12 12 5r B6/�67 b'-81/7 11'-3 5/6' II' -2 UB" 1 Kll t 112' WLM FAGS OF BLOGK 7 UNIT BUILDING 2ND FLOOR ROOF PLAN - ELEV - B 5ETBAGK FACE OF T14W 1/2" FRDM FADE OF BLOCK 7 UNIT BUILDING 1ST FLOOR ROOF & 2ND FLOOR FRAMING - ELEV. • B LATEST REVISION DATE TO MASTER: 05/10/07 J Z O F_ w W IN Z C? 00 Lo U) w L� C:0 Q LU Q V Z � M J Z M LJL z CV U- Q m b Lu O W J (1) DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M/1 HOMES FOR GLARIFIGATIONI s ORLANDO PRE-ENGINEERED ROOF TRU55 OR GONV. FRAMED RAFTER 51MP50N "HETA20" STRAP AT EA. TRUSS - NAILS PER 5GHEDULE --- TYPICAL TRUSS 1 SCALE:I"=1'-O" UNLE55 OTHERH15E NOTED ON TH UPLIFT LOAD REQUIREMENTS OBT 9 DRAWIN65 FROM TRU55 MANUF. LVL BEAM OR 61RDER TRU55 PER PLAN B" GMU HALL GMU HALL "HETA20" STRAP NAILING SCHEDULE UPLIFT VALUE # OF NAILS REQUIRED 1810 (q)IOd x 1-1/2" 1200 (6)IOd x 1-1/2" 800 4 IOd x 1-1/2" TO BLOCK WALL CONNECTION. E PLAN AINED FROM SEALED ENGINEERING 51MP50N "M6T" HOLDDOHN H/ 50' X 12" THREADED ROD TO BLK. HALL IN SET EPDXY FILLED HOLE -FILL ALL NAIL HOLES TYP. BEAMIGIRDER TO 8" CMU WALL STRAP CONNECTION 16" OP, FLAT GIRDER TRU55 SEE ROOF AND FLOOR 61RDFR GONNEGTOR SCHEDULE ON SHEET S FOR HAN6ER5 GONG. BLOCK HALL SEE ROOF AND FLOOR 61RDER CONNECTOR 5GHEDULE ON SHEET 8 FOR FASTENERS 7 FLAT GIRDER TRUSS TO CMU WALL s HAN(;FR C:�NNFffm 51MP50N "MT512" STRAP AT ADD'L. "MT512" STRAP EA. TRU55 FOR UPLIFTS FOR UPLIFT LOADS UP TO 860 LB5.- OVER (14)I0d x 1-I/2" NAILS b O LB5. FOR EA. STRAP � UP TO 1720 LB5. (LOCATE ON OPP051TE 51DE OF TRU55 4 PLATE) PRE-ENGINEERED ROOF TRU55 OR GONV. FRAMED RAFTER CONT. DBL. FRAME BEARING HALL, 2x TOP PLATE BEAM, OR GIRDER TRU55 2 TYPICAL TRUSS TO FRAME WALL, BEAM, OR s FLAT GIRDER TRUSS UPLIFT STRAP CONNECTION 3/4" P 51 T NA ' UNLE55 OTHERN15E NOTED ON THE PLAN " SEE TYPICAL HALL SECTION FOR PLATE TO STUD CONNECTION UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED ENGINEERING PRANINC75 FROM TRU55 MANUF. 2x4 X-BRAGING AT 413" O.G. MAX. IN FIRST (2) TRU55 BAYS - CONNEGT EA. END H/ (2)IOd TOENAILS 16" OP. GABLE END FLR. TRU55 OR 16" DP, LAM, BEAM PER PLAN SETBACK FACE OF RIM BOARD 1/2" FROM FACE OF BLOCK GONG. BLOCK HALL J PROVIDE 51MP50N "HETA20" ANCHOR AT 24" O.G. MAX, - 4" DIMENSION TO VIDE SOLID 2x4 VERT. STRAP FROM FACE BLK6. BTHN. TRUSS TOP 4 BOT, OF BLK. HALL GHORD5 FOR NAILING FILL ALL NAIL HOLES s PERIMETER WALL DETAIL 9 TRUSSES PARRALLEL TO WALL SEE ROOF AND FLOOR GIRDER CONNECTOR SCHEDULE ON SHEET 8 FOR HOLD-DOWN AND FA5TENER5 3-1/2" X q-1/4" LVL GOLUMN SEE ROOF AND FLOOR GIRDER CONNECTOR 5GHEDULE ON SHEET 8 FOR HOLD-DOWN AND FASTENERS I `'- 4" GONG. SLAB 8 GIRDER TRUSS TO POST 9 (:( uPrTION FLOOR TRU55E5 AT 24" O.G. MAX. 2x4 CONT. RIM BOARD AT TOP 4 BOT. CHORD CONNECT TO EA, FLR. TRU55 W/ (4)Ibd NAILS GMU HALL 2" MIN. DIMEN51ON TO STRAP FROM FACE OF BLK. HALL SETBACK FACE OF —RIM BOARD 1/2" FROM FACE OF BLOCK 51MP50N "HETA20" ANCHOR AT EA. FLOOR TRU55 - FILL ALL NAIL HOLES TYPICAL FLR. TRUSS/BEAM PERPENDICULAR 3 TO CMU WALLUPLIFT STRAP CONNECTION 9 5GALE:1°=1'-0" I UNLE55 OTHERWISE NOTED ON THE PLAN ')„e anV FRAME AT 48' O.G. 105B 5HEATHIN6 EA. )NNEGT TO 2x4 H/ AT 6" O.G.) AT 1 TRU55 )NNEGT EA. CORNER I TOENAILS ALTERNATE BRACING BTWN. FLR. TRUSSES TYPICAL FLR. TRUSS/ BEAM PARALLEL TO 4 CMU WALL UPLIFT STRAP CONNECTION 9 SCALE: I"=I'-O" # UNLE55 OTHERWISE NOTED ON THE PLAN 0 GMU SEPARATION HALL BTHN. UNITS 51MP50N HANGER ON GMU SEPARATION HALL I FLR. TRUSS TO CMU. WALL s STRAP CONNECTION MID SPAN BEARING CONDITION 51MP50N "L5TAI2" FLAT STRAP GONNEGTING EA. 2ND STY. 5TUD — ,--- -I x r- � rurrr/ 11-1 �� I n 1 nr — nl e rr NAIL HOLES s 2ND STY FRAME WALL TO GIRDER s OR BEAM STRAP CONNECTION 5GALE: I/2"= I'-0" FLOOR FRAMING DETAILS SCALE: A5 NOTED 16" OP. FLOOR TRUSSES W MID SPAN BRC. -FILL ALL NAIL HOLES 'HETA20" R. TRU55- NAIL HOLES LATEST REVISION DATE TO MASTER: 05/10/07 CL oc O 0 U W C/) O GABLE END FLR, TRU55 O � OR LAM. BEAM PER PLAN C) PARRALLEL TO HALL = I— 5ETBAGK FACE OF TRU55 OR BEAM 1/2" I FROM FACE OF BLOCK 51MP50N "HETA20" ANCHOR . - AT 24" O.G. MAX. - PROVIDE 8" GMU HALL 5OLID 2x4 VERT. BLK6. BTHN. W TRU55 TOP 4 BOT. CHORDS FOR NAILING - FILL ALL NAIL HOLES II 4 DIMENSION TO STRAP FROM FACE OF BLK. HALL TYPICAL FLR. TRUSS/ BEAM PARALLEL TO 4 CMU WALL UPLIFT STRAP CONNECTION 9 SCALE: I"=I'-O" # UNLE55 OTHERWISE NOTED ON THE PLAN 0 GMU SEPARATION HALL BTHN. UNITS 51MP50N HANGER ON GMU SEPARATION HALL I FLR. TRUSS TO CMU. WALL s STRAP CONNECTION MID SPAN BEARING CONDITION 51MP50N "L5TAI2" FLAT STRAP GONNEGTING EA. 2ND STY. 5TUD — ,--- -I x r- � rurrr/ 11-1 �� I n 1 nr — nl e rr NAIL HOLES s 2ND STY FRAME WALL TO GIRDER s OR BEAM STRAP CONNECTION 5GALE: I/2"= I'-0" FLOOR FRAMING DETAILS SCALE: A5 NOTED 16" OP. FLOOR TRUSSES W MID SPAN BRC. -FILL ALL NAIL HOLES 'HETA20" R. TRU55- NAIL HOLES LATEST REVISION DATE TO MASTER: 05/10/07 CL oc O 0 U W C/) O DO NOT 5GALE PRINTS! GONSTRUGTION SHALL BE 'ER INDIGATED DIMEN51ON5 ONLY, ANY D15GREPENGIE5 TO BE REPORTED TO M/I HOMES FOR GLARIFIGATIONI 9 ORLANDO O � oO z 00 C) (co �0W 02' = I— ozcj� vZCD aiC CV . - w DO NOT 5GALE PRINTS! GONSTRUGTION SHALL BE 'ER INDIGATED DIMEN51ON5 ONLY, ANY D15GREPENGIE5 TO BE REPORTED TO M/I HOMES FOR GLARIFIGATIONI 9 ORLANDO H H oW J � � Z W w 00 0 > N O 4 L1J O O J DO NOT 5GALE PRINTS! GONSTRUGTION SHALL BE 'ER INDIGATED DIMEN51ON5 ONLY, ANY D15GREPENGIE5 TO BE REPORTED TO M/I HOMES FOR GLARIFIGATIONI 9 ORLANDO H oW J � � DO NOT 5GALE PRINTS! GONSTRUGTION SHALL BE 'ER INDIGATED DIMEN51ON5 ONLY, ANY D15GREPENGIE5 TO BE REPORTED TO M/I HOMES FOR GLARIFIGATIONI 9 ORLANDO FLOOR PLAN NOTES, 1. ALL INTERIOR WALLS ARE DRAWN AND DIMENSIONED 3 1/2" WIDE UNLESS NOTED OTHERWISE. la. ALL EXTERIOR FRAME WALLS ARE DRAWN AND DIMENSIONED 4" WIDE UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED 7 5/8" WIDE UNLESS NOTED OTHERWISE. 3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS SHALL BE CONSIDERED SHEAR WALLS. 4. DENOTES INTERIOR BEARING WALL WITH UPLIFT, SEE PLAN FOR WALL HEIGHTS. 5. ® DENOTES INTERIOR BEARING WALL WITH NO UPLIFT, SEE PLAN FOR WALL HEIGHTS. 6. p -INDICATES REINFORCED AND CONC. FILLED VERTICAL BLOCK CELL -CONT. FROM FOOTING TO C.M.U. TOP COURSE 7. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL. 8. PROVIDE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK. 9. PROVIDE 12"w. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION. 10. PROVIDE TEMPERED GLASS AT HAZARDOUS LOCATIONS AS DEFINED IN THE FLORIDA BUILDING CODE. 11. XXX -INDICATES WIND PRESSURE IN P.S.F. FOR EXTERIOR OPENING. 12. "FLR'G LINE" - INDICATES CHANGE IN FLOOR FINISH. 13. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. 14. PROVIDE WEATHERSTRIPPING AT ALL EXTERIOR SWING DOORS. 15. GARAGE STUD WALLS DO NOT ALIGN WITH GARAGE SLAB EDGE - SEE FOOTING DETAILS. z HDR. ABV. DOORWAY STD. FRMG. ABOVE ALL DOOR WAYS FOR SECONDARY BEDROOMS PLUMB'6 24" VOID 60X ' 5TAGK 0 -�-+ PLACE DBL. �C F—cY�— 5TUD ADJ. TO VENT PIPE OM O UD STUD SPACING DETAIL @ WASHER PHONE 4 GA13LE BOX CENTER - 5EE 5HT. 4 FOR INGLUDED UNIT(5) ELECTRIC 5ERVIGE 4 METER CENTER - 5EE 94T. 4 I LUDUNIT ED �(5) r.� COACH LT. UNIT A - GARAGE RIGHT I'-0" BELOW HDR HDR. 8" BELOW GARAGE DR. HDR. COACH LT. UNIT A GARAGE RIGHT -1ST ELECTRICAL PLAN - ELEV - B Q ° BATH 2 M. BATH W1836 H3636 F----, EDIL-4 --- 4- iIR 515 5B36 B21 m Lu N DRAWER 51DE Oo �O i i m � OPEN KNEE 5PAGE CN I 1 � KITCHEN SEE SHEET 4 FOR BUILDING PLAN I• SQUARE FOOTAGE 0 -�-+ 1st FLOOR LIVING 1416 �C F—cY�— sq. ft. 2nd FLOOR LIVING O sq. ft. TOTAL LIVING 1416 sq. ft. GARAGE 244 sq. ft. ENTRY 12 sq. ft. LANAI 60 sq. ft. TOTAL 1732 sq. ft. PATIO 41 sq. ft. rIT A - GARAGE RIGHT X-4" 0'-211 O 2 a� 27.5 PATI 10-21101-011E6RE55 G255H q'-4" GLG. HT. LANAI 8" I 25.4 AnAn 56D q 1-2 11 A/G GOMP. E6RE55 G255H 1'4" GLG. HT. ----- MASTER SUITE m CARPET � Cb q' -II I/4"LL rn I I 21068 17 _Ip PROVIDE 2x WALL BLKG. FOR FUTURE H.G. GRAB BARS t 13'-0 112" 21-41/411 FLR'G c� LINE 21068 TB24 — — 2' O" l'-1 I/2" q'-4" GLG. HT. 45H 1668 LIVING MG FIBERGLA55 3'-q" CARPET 2LL SHWR, UNIT HWI st WALL ° TEMP. GL. ENGL.L. 14'-8 3/4" 12'-10 1/2" 5 1/2" q'-4" CLC. T. NOTE ° M. BATH d _11:R1 TILE CO d ll PROVIDE 2x WALL BLKG. — — 42 x60B o N FOR FUTURE H.G. GRAB BAR5 — - — — - 21068 — — �, _ 21068 FLR'G N 3q 1/2" H. 2x4 2'-b 1/2" `r LINE I -8 3/4 KNEE WALL 5'-1" L 1'-2" PH PHONE 4 GAELE BOX GEM - i ---- INNGLUDED UNIT(5) — i D.W. 10-10"1 5-21/2" q'-4" GLG. HT. q'-4" GLG. HT. FLR'G m KITCHEN o DINING LINE17 ELECTRIC SERVICE TILE 4 METER GENIC - CARPET - oQ CO 5EE %T. 4 FOR INGLM UNIT(5) 6-3 l/S" 2'x4' 15LAND 3'-6 I R/5 FLR'G TOP FRAME DN. 2x4 WALL 4'-11" LINE O.H. TO 6'-0" BEHIND REF. I - N 20 MIN. FIRE DR. I2'-8" 6'-51/8" 2'-6" 4'-8" 5'-111/2" I I AHU m 13068 I 20663(2�- 2868 2'-51/2" 2668 I I 26.q I 21068 FLR'6 R/5 DBL. 2x4 WALL LINE _ o31/2" x q 1/4" LVL 2068 5EE NOTE #1 I� I uCOLUMN BELOW GIRDER2 o FLR'G Dr 22"x30"LINE ALbIH IATTIC45H � 21 681I 5EE NOTE #g �- —I _L _ �AGGE55 51/2" I I W. I ryHEADER5'-0 3/4" 3'-6" I I I5'-2 I/2"ABV. 11'-2" o o o — — FRAME DN. GLG. 21068 TO BOT. OF HDR. PROVIDE (1) LAYER OF ,v — PHX X 5/8" TYPE "X" GYP. BD. AT m Q - BRC. GARAGE GLG, 4 1/2" GYP. BD. v WALL AT GARAGE FRAME WALL5 PROVIDE 2x BLKG. AT 5TUD WALL q'-4" GLC. HT. Q) � & Ix BLKG. AT BLK. WALL 1 -CAR GARAGE s FOR FUTURE H.G. GRAB BAR5 =TUB/5HHR. � � �� F----------�. 0 q -4 GLG. HT. , BDRM. 2 J CARPET R/5 5'-D 3/4" 11'-3" I 11'-2" a II 2668 25.4 8010 O.H. DOOR G35 5H E6RE55 26.E Ir 18'-0" 11'-4" 2q'-4" UNIT A GARAGE RIGHT • 1ST FLOOR PLAN - ELEV • B 5GALE: I/4"= I'-0" O "n I— Lu CN H Eli CN LATEST REVISION DATE TO MASTER: 05110107 Co 0 -�-+ � �, Z ao �C F—cY�— CL w 0 O = F-- W U 'Q = r,++V W i� Lu m O Q O C 0 -�-+ � �, Z ao �C F—cY�— cD w `c'CoLli� � W C� Qf = F-- S=cj n 'Q = r,++V Q mo UZNM J 0 c*? in m Q i�: H Z W m o 4-1 '~ C:) O m_ ICT W�--.r— r.., 0C=) .J W 0(/) DO NOT 5GALE PRINT5I GON5TRUGTION 5HALL BE PER INDICATED DIMENNON5 ONLY, ANY DI5GREPENGIE5 TO BE REPORTED TO M/I HOME5 FOR GLARIFIGATIONI 10 ORLANDO ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL CODES. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ALL BEDROOM RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTER(S). 4. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 5. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. ELECTRICAL LEGEND _61+_ STANDARD SWITCH 41-p 3 WAY SWITCH -eq!r 4 WAY SWITCH DIMMER SWITCH PUSH BUTTON DUPLEX OUTLET GFI G.F.I. DUPLEX OUTLET WP/GA WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET LIC UNDER COUNTER DUPLEX OUTLET ® CLC. MOUNTED OUTLET FOR GAR. DOOR OPENER PRE -WIRED JUNCTION BOX P N PRE -WIRED FAN JUNCTION BOX }- CEILING MOUNTED LIGHT FIXTURE _(�vp CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LCT. ATTIC PULL CHAIN } RECESSED LIGHT FIXTURE TTTV, RECESSED -VAPOR PROOF LIGHT FIXTURE �-O WALL MOUNTED LIGHT FIXTURE �_O CotjH COACH LIGHT (PRE -WIRE AS NOTED) FLOOD LIGHT O 1 z4 1W FLUORESCENT LIGHTING O 20 2'z4' FLUORESCENT LIGHTING ® FLUORESCENT STRIP C UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN LITE EXHAUST FAN WITH LIGHT p COMBINATION SMOKE & CARBON MONOXIDE DETECTOR O SPEAKER PRE -WIRE ® ELECTRICAL PANEL C� A/C DISCONNECT �] ELECTRICAL METER F-2] TELEVISION OUTLET TELEPHONE JACK �-m NETWORK JACK UNIT B - GARAGE RIGHT ------- -, I UNIT B GARAGE RIGHT- 2ND ELECTRICAL PLAN 5GALE: 1/4"=I' -O` 8" BELOW GARAGE DOOR / HDR. � CENTERED ON HALL J UNIT 8 GARAGE RIGHT • 1ST ELECTRICAL PLAN • ELEV - B LATEST REVISION DATE TO MASTER: 05/10/07 C O' `= U ca W = F- < = U O < G Q Z O w J W S co op z Z I— �owccoo ©=U)� Q w FM- C-) o C) ` C4 Co) J Z M LL LL N LL © m a 'S F - Z DC W 0- b W O U) J co DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY 1915GREPENGIE5 TO BE REPORTED TO M/I HOME5 FOR GLARIFIGATIONI 12 ORLANDO ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL CODES. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ALL BEDROOM RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTER(S). 4. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 5. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. ELECTRICAL LEGEND _69- STANDARD SWITCH -cam' 3 WAY SWITCH 4 WAY SWITCH DIMMER SWITCH K*] PUSH BUTTON DUPLEX OUTLET GFI G.F.I. DUPLEX OUTLET WP/GH WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET �r UNDER COUNTER DUPLEX OUTLET ® CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER PRE -WIRED JUNCTION BOX W PRE -WIRED FAN JUNCTION BOX -¢- CEILING MOUNTED LIGHT FIXTURE �Vp CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LCT. ATTIC PULL CHAIN -u RECESSED LIGHT FIXTURE -� vp RECESSED -VAPOR PROOF LIGHT FIXTURE ►-O WALL MOUNTED LIGHT FIXTURE �_O CO�.�H COACH LIGHT (PRE -WIRE AS NOTED) FLOOD LIGHT 0 1x4 1'x4' FLUORESCENT LIGHTING O 2'z4' FLUORESCENT LIGHTING 20 ® FLUORESCENT STRIP C UNDER CABINET FLUORESCENT STRIP 4 WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN EXHAUST FAN WITH LIGHT LITE S COMBINATION MONOXIDE DETECTOR CARBON & O SPEAKER PRE -WIRE ® ELECTRICAL PANEL C� A/C DISCONNECT �] ELECTRICAL METER TELEVISION OUTLET TELEPHONE JACK NETWORK JACK UNIT C GARAGE RIGHT - 2ND ELECTRICAL PLAN 5GALE: I/4"=1'-0" UNIT C - GARAGE RIGHT `COACH LIGHT J -BOX AT S" BELOW GARAGE DOOR HDR. � CENTERED ON HALL UNIT C GARAGE RIGHT - 1ST ELECTRICAL PLAN - ELEV - B 5GALE: /4"=l'-0` LATEST REVISION DATE TO MASTER: 05/10/07 J 0 0 LuW U) U) Lij 0 0 J Lu I cfl zco °O «0 Lo w ow oUf~ to C) acMm Z � M J O J LLL W N LL � m CL N O � O I—� oCD J DO NOT 5GALE PRINT51 G0145TRUIGTION SHALL BE PER INDIGATED DIMEN5ION5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M/I HOMES FOR GLARIFIGATIONI 14 ORLANDO FLOOR PLAN NOTES: 1. ALL INTERIOR WALLS ARE DRAWN AND DIMENSIONED 3 1/2" WIDE UNLESS NOTED OTHERWISE. 1a. ALL EXTERIOR FRAME WALLS ARE DRAWN AND DIMENSIONED 4" WIDE UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED 7 5/8" WIDE UNLESS NOTED OTHERWISE. 3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS SHALL BE CONSIDERED SHEAR WALLS. 4. DENOTES INTERIOR BEARING WALL WITH UPLIFT, SEE PLAN FOR WALL HEIGHTS. 5. DENOTES INTERIOR BEARING WALL WITH NO UPLIFT, SEE PLAN FOR WALL HEIGHTS. 6. p -INDICATES REINFORCED AND CONC. FILLED VERTICAL BLOCK CELL -CONT. FROM FOOTING TO C.M.U. TOP COURSE 7. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL. 8. PROVIDE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK. 9. PROVIDE 12"w. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION. 10. PROVIDE TEMPERED GLASS AT HAZARDOUS LOCATIONS AS DEFINED IN THE FLORIDA BUILDING CODE. 11. XXX -INDICATES WIND PRESSURE IN P.S.F. FOR EXTERIOR OPENING. 12. "FLR'G LINE" - INDICATES CHANGE IN FLOOR FINISH. 13. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. 14. PROVIDE WEATHERSTRIPPING AT ALL EXTERIOR SWING DOORS. 15. GARAGE STUD WALLS DO NOT ALIGN WITH GARAGE SLAB EDGE - SEE FOOTING DETAILS. z HDR. ABV. DOORWAY STD. FRMG. ABOVE ALL DOOR WAYS FOR SECONDARY BEDROOMS PL"16 24" VOID 80 STACK TOP OF KNEE PLACE DSL. � U UJ STUD ADJ. TO D6IL VENT PIPE -/ STUD SPACING DETAIL @ WASHER 3'-51/4" 4'-6" (6) TREADS ® q" EA. TOP OF KNEE WALL 40" ABV. HANDRAIL 5TAIR N051N6 BLOCK WALL 3/4" PLYHD. ON 2x12 J015T5 AT LANDING TOP OF LANDING 3'-3 I/2" BEYOND ]I -loll 121-211 121-21' ol TOP OF KNEE (2)2x12 HDR. � U UJ WALL 40" ABV. _ _ (PKT. INTO 5TAIR NOSING TOTAL LIVING FRAME TO 7 3'-b 1/2" L - 7 WALL5) m � sq. ft. L_7 51 C"4OPEN LANAI L_ TO STORAGE L - 7 +b'-0" r' 2217 BEYOND UNDER L - PATIO LL sq. ft. 5TAIR5 ]I -loll SECTION THRU UPPER STAIR - UNIT D 5EE: 5EGTION / DETAIL 5HT5. FOR ADO'L. INFORMATION 40"H. KNEE WALL H/ WD. GAP (OPEN RAILING OPTIONAL) 121-211 121-21' ol TOP OF KNEE 1st FLOOR LIVING 812 � U UJ WALL 40" ABV. _ 0 5TAIR NOSING TOTAL LIVING FRAME TO sq. ft. m O sq. ft. ENTRY 51 sq. ft. LANAI 82 +b'-0" r' 2217 sq. ft. PATIO LL sq. ft. � _ 8il — _ 2ND FLOOR � 25.4 LINE L_, i r _Fool. ; D.w. r 6080 501) CK q'-4" GLC. HT. O _ N :D�-- 4 1` o KITCHEN W m o pI © J � O rY g W-4" GLC. HT. - 2'x4' DINING m 3'-6" ISLAND � I CARPET 2x4 Cl WALL L_7 5'-6" 13'-q" SECTION THRU UPPER STAIR - UNIT D 5EE: 5EGTION / DETAIL 5HT5. FOR ADO'L. INFORMATION 40"H. KNEE WALL H/ WD. GAP (OPEN RAILING OPTIONAL) TOP OF KNEE WALL 40" ABV. 5TAIR NO51N5 J / 6'-0" (b) TREA05 @ q" EA. 5-3 5-3 1/2" 3/4" PLYWD. ON 2xb J015T5 AT LANDING -(I) ] 5/8" R15ER5 BTHN. LANDIN65 SECTION THRU LOWER STAIR - UNIT D SEE SECTION / DETAIL 5HT5. FOR ADD'L. INFORMATION UNIT D GARAGE LEFT • 2ND FLOOR PLAN SCALE: I/4"= I' -O" 11 �' VBTD36 ° BATH 2 TOP OF WALL +5'-0 - 5'-0" GLC. HT. (2)2x12 5TAIR HDR. - BOT AT +5'-3 5/b" (PKT. INTO 5TUD WALL) - 5' -3 5/b" GLC. HT, J H3036 W303b L L D.W. m 1 B33 51336 1321 m CN °LuPDF4b DRAWER 51DE i m OPEN KNEE ry 5PAGE � 1 � KITCHEN SEE SHEET 4 FOR BUILDING PLAN SQUARE FOOTAGE 121-211 121-21' ol TOP OF KNEE 1st FLOOR LIVING 812 � U UJ WALL 40" ABV. _ 0 5TAIR NOSING TOTAL LIVING � sq. ft. m O sq. ft. ENTRY 51 sq. ft. LANAI 82 sq. ft. TOTAL 2217 sq. ft. PATIO LL sq. ft. � _ 8il — _ 2ND FLOOR � 25.4 LINE L_, i r _Fool. ; D.w. r 6080 501) CK TOP OF KNEE WALL 40" ABV. 5TAIR NO51N5 J / 6'-0" (b) TREA05 @ q" EA. 5-3 5-3 1/2" 3/4" PLYWD. ON 2xb J015T5 AT LANDING -(I) ] 5/8" R15ER5 BTHN. LANDIN65 SECTION THRU LOWER STAIR - UNIT D SEE SECTION / DETAIL 5HT5. FOR ADD'L. INFORMATION UNIT D GARAGE LEFT • 2ND FLOOR PLAN SCALE: I/4"= I' -O" 11 �' VBTD36 ° BATH 2 TOP OF WALL +5'-0 - 5'-0" GLC. HT. (2)2x12 5TAIR HDR. - BOT AT +5'-3 5/b" (PKT. INTO 5TUD WALL) - 5' -3 5/b" GLC. HT, J H3036 W303b L L D.W. m 1 B33 51336 1321 m CN °LuPDF4b DRAWER 51DE i m OPEN KNEE ry 5PAGE � 1 � KITCHEN SEE SHEET 4 FOR BUILDING PLAN SQUARE FOOTAGE 121-211 121-21' ol L1J 1st FLOOR LIVING 812 � U UJ sq. ft. 2nd FLOOR LIVING 1018 Q O co v sq. ft. TOTAL LIVING 1830 sq. ft. GARAGE 254 sq. ft. ENTRY 51 sq. ft. LANAI 82 sq. ft. TOTAL 2217 sq. ft. PATIO 49 sq. ft. UNIT D - GARAGE LEFT ?4'-411 J UNIT D GARAGE LEFT - 1ST FLOOR PLAN - ELEV - B LATEST REVISION DATE TO MASTER: 05/10/07 75; cl: w 0 OU LLJU OC W U) LLJ 0 O 1 r Q U) 121-211 121-21' ol L1J 41 811 I'-4° � U UJ PATIO 0 Q O co v 12'-2"x4'-0" z A/G COMP. — — — — — - LL ui - — — — — — — — — — — LL' F- w �z 27.3 1501 I q'-4" GLC. HT. HR LANA_I_ 4040 W _ 8il — _ 2ND FLOOR � 25.4 LINE L_, i r _Fool. ; D.w. r 6080 501) q'-4" GLC. HT. O _ N :D�-- 4 1` o KITCHEN W O O pI © J FLR'G TILELINE W-4" GLC. HT. - 2'x4' DINING 3'-6" ISLAND � I CARPET 2x4 WALL 5'-6" 13'-q" 2'�2" � 4068 2xb o 4 5H PED. 51NK o o 2536 1 FLR'6 5EE LINE NOTE #5 2'-2" m cv 2x4 KNEE WALL (OPEN 5EE STAIR DETAIL RAILING OPT.) /m TH15 5HEET 3'-31/2" 1 lollq'-4" — — —A- GLC. HT. 3 ¢{ HANDRAIL � I -b FAMILY IIIA �I II "" 5TORAGE cv I I CARPET 3'-6 1/2"UNDER I STAIRS 2868 — — (2)2x12 HDR. AGRO55 Oftt� ]'-10" 3'-4" 12'-]" 5EE NOTE #5 20 MIN. N BRC. BOT. OF FIRE DR. WALL SOFFIT b'-0" — — — — — — — — — ANCHOR MTL. BARRIER P05T 3'-6"xb'-0° 3b"H, KNEE WALL OPNG. TO SLAB H/ HE). GAP 3'-b" 6'-6" q'-4" GLC. HT. VENT 5TAGK TO 1 -CAR GARAGE 2ND FLR. FIXTURES PROVIDE (1) LAYER OF q'-4" GLC. HT. 0 m 5/b" TYPE "X" GYP.13D. AT LIVING GARAGE GLC. & 1/2 GYP.13D. AT GARAGE FRAME WALL5 3'-6" CARPET FLR'G LINE I 4 2ND FLOOR I X068 N I LINE I --- - --- - 26.q I G25 5H 8010 O.H. DOOR — — — — — — — — — — — — _ e e ARCH ABV. 21-011 b1 011 21-011 5EE ELEV. 111,011 811 121-011 121-411 241-411 J UNIT D GARAGE LEFT - 1ST FLOOR PLAN - ELEV - B LATEST REVISION DATE TO MASTER: 05/10/07 75; cl: w 0 OU LLJU OC W U) LLJ 0 O 1 r Q U) Zco L1J M Lu � U UJ cmLu 0 Q O co v = z Z Z J LL LL ui O LL' F- w �z U W Oco Zco � M Lu � U UJ cmLu 2 Q O co v Q = U Q=o CJ N M O Z J LL LL ui C W O �0 .. - DO NOT 5GALE PRINT51 GO%TRUGTION SHALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M/I HOW -5 FOR GLARIFIGATIONI 15 ORLANDO z Lu W � i Q � M O N O _ N :D�-- 4 1` o r•.. W O O J W O �0 .. - DO NOT 5GALE PRINT51 GO%TRUGTION SHALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M/I HOW -5 FOR GLARIFIGATIONI 15 ORLANDO ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL CODES. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE—CON MTG. 3. ALL BEDROOM RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC—FAULT CIRCUIT INTERRUPTER(S). 4. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK—UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 5. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. ELECTRICAL LEGEND -69- STANDARD SWITCH ' 3 WAY SWITCH E.F. 4 WAY SWITCH S Q DIMMER SWITCH i -p PUSH BUTTON ® DUPLEX OUTLET GFII G.F.I. DUPLEX OUTLET I WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET IC UNDER COUNTER DUPLEX OUTLET ® CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER PRE -WIRED JUNCTION BOX FAN PRE -WIRED FAN JUNCTION BOX } W. CEILING MOUNTED LIGHT FIXTURE AVP CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE PC ATTIC LGT. ATTIC PULL CHAIN -�- RECESSED LIGHT FIXTURE ckRECESSED-VAPOR PROOF LIGHT FIXTURE �-O WALL MOUNTED LIGHT FIXTURE �_U CO�,JH COACH LIGHT (PRE -WIRE AS NOTED) FLOOD LIGHT 0 114 1'x4' FLUORESCENT LIGHTING O 2'x4' FLUORESCENT LIGHTING 20 ® I FLUORESCENT STRIP C n: --I I UNDER CABINET FLUORESCENT STRIP UNIT D GARAGE LEFT - 2ND ELECTRICAL PLAN- 5GALE: ■. . 0T P /1 A P'1 A A'%r I rrT UNIT D GARAGE LEFT - 1ST ELECTRICAL PLAN - ELEV - B 5GALE: I/4"=1'-0° LATEST REVISION DATE TO MASTER: 05/10/07 LY_ 0 0 LLj L1C W `�``'•• Cf) uj 0 Z 9 u WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN E.F. EXHAUST FAN WITH LIGHT S Q COMBINATION SMOKE & CARBON MONOXIDE DETECTOR O SPEAKER PRE -WIRE ® ELECTRICAL PANEL =h A/C DISCONNECT �t ELECTRICAL METER ~m TELEVISION OUTLET C Q TELEPHONE JACK HE NETWORK JACK UNIT D GARAGE LEFT - 2ND ELECTRICAL PLAN- 5GALE: ■. . 0T P /1 A P'1 A A'%r I rrT UNIT D GARAGE LEFT - 1ST ELECTRICAL PLAN - ELEV - B 5GALE: I/4"=1'-0° LATEST REVISION DATE TO MASTER: 05/10/07 LY_ 0 0 LLj L1C W `�``'•• Cf) uj 0 Z 9 u H z oc W CL OCC) -f -r z Go 0° co 0o C� Z3 0Lu o �. V c) O Q L L'dac�� ~m uj p m C Q ct � H z oc W CL o� H O � J � DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE °ER INDICATED DIMEN51ON5 ONLY, ANY D15GREPENGIE5 TO BE REPORTED TO M/1 HOMES FOR GLARIEIGATIONI 16 ORLANDO W C� Z3 = < m 0 N O ~m �— O 0 0 J o� H O � J � DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE °ER INDICATED DIMEN51ON5 ONLY, ANY D15GREPENGIE5 TO BE REPORTED TO M/1 HOMES FOR GLARIEIGATIONI 16 ORLANDO W DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE °ER INDICATED DIMEN51ON5 ONLY, ANY D15GREPENGIE5 TO BE REPORTED TO M/1 HOMES FOR GLARIEIGATIONI 16 ORLANDO ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL CODES. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ALL BEDROOM RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTER(S). 4. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 5. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. ELECTRICAL LEGEND -cam- STANDARD SWITCH 3 WAY SWITCH 4 WAY SWITCH DIMMER SWITCH .-p PUSH BUTTON DUPLEX OUTLET GFI G.F.I. DUPLEX OUTLET SGA WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET UC UNDER COUNTER DUPLEX OUTLET CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER PRE -WIRED JUNCTION BOX W PRE -WIRED FAN JUNCTION BOX -¢- CEILING MOUNTED LIGHT FIXTURE -�-VP CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC ATTIC PULL CHAIN P.C. LGT. u RECESSED LIGHT FIXTURE vbRECESSED-VAPOR PROOF LIGHT FIXTURE �-O WALL MOUNTED LIGHT FIXTURE �_O Co�.JH COACH LIGHT (PRE -WIRE AS NOTED) FLOOD LIGHT O x4 IV FLUORESCENT LIGHTING O 2'x4' FLUORESCENT LIGHTING 20 ® FLUORESCENT STRIP C UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN E.F. EXHAUST FAN WITH LIGHT S D COMBINATION SMOKE & CARBON MONOXIDE DETECTOR 0 SPEAKER PRE -WIRE ® ELECTRICAL PANEL E=h A/C DISCONNECT 0]E ELECTRICAL METER TELEVISION OUTLET TELEPHONE JACK NETWORK JACK UNIT C GARAGE LEFT- 2ND ELECTRICAL PLAN I IVIN. 4 VLIII LINLv VIl Y1l- UNIT C GARAGE LEFT - 1ST ELECTRICAL PLAN - ELEV - B LATEST REVISION DATE TO MASTER: 05/10/07 u C LLJ O -1--#z ° co O ,�~- cW� ccs WZ; `opuj O � 2 F— a=Cny o rn 0,11N4CO 2 Q Wm o UZNM ="+V T-CDImo`- O 0 (S L Lw NLL J a Q H Z M w W n � LLJ 0 m 0 o rn 0,11N4CO 4_j �• — T-CDImo`- W 0 (S J DO NOT 5GALE PRINT51 GON5IRUGTION SHALL BE PER INDIGATED DI t%ION5 ONLY, ANY D15GREPENGIE5 TO BE REPORTED TO M/I HOME5 FOR GLARIEIGATIONI 18 ORLANDO ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL CODES. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ALL BEDROOM RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTER(S). 4. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 5. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. ELECTRICAL LEGEND -�- STANDARD SWITCH tom' 3 WAY SWITCH 4 WAY SWITCH DIMMER SWITCH .-p PUSH BUTTON $ DUPLEX OUTLET GH G.F.I. DUPLEX OUTLET WP/GA WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET 1r UNDER COUNTER DUPLEX OUTLET ® CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER PRE -WIRED JUNCTION BOX P.W. N PRE -WIRED FAN JUNCTION BOX CEILING MOUNTED LIGHT FIXTURE Av, CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE P.C. ATTIC PULL CHAIN -� RECESSED LIGHT FIXTURE -u}-� RECESSED -VAPOR PROOF LIGHT FIXTURE F_o WALL MOUNTED LIGHT FIXTURE CO�H COACH LIGHT (PRE -WIRE AS NOTED) cg FLOOD LIGHT 0 1x4 1'x4' FLUORESCENT LIGHTING O 2'x4' FLUORESCENT LIGHTING 20 ® FLUORESCENT STRIP C C UNDER CABINET FLUORESCENT STRIP 4 0 9 4 WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN E.F. EXHAUST FAN WITH LIGHT S p COMBINATION SMOKE & CARBON MONOXIDE DETECTOR O SPEAKER PRE -WIRE ® ELECTRICAL PANEL A/C DISCONNECT �] ELECTRICAL METER TELEVISION OUTLET TELEPHONE JACK �Rl NETWORK JACK UNIT B - GARAGE LEFT ---------- UNIT B GARAGE LEFT - 2ND ELECTRICAL PLAN SCALE: 1/4`:l'-0" ,�" ttLUW bAKAbt UUUK / HDR. $ GENTERED ON HALL J UNIT B GARAGE LEFT - 1ST ELECTRICAL PLAN - ELEV • B 5GALE: /4"=l'-0` LATEST REVISION DATE TO MASTER: 05/10/07 OO 0 U IY fW Lu O O U) 0 Z Z0 Q O w J W z W U U) _ C ©-4-000 0) z °° C _Hoo F— M w cz► Lu Z F-- C) Q= ¢��Q U ZNc mn J © Q Lu- 04 Lum Q H Z LL W a- Lij O 0 C:) cr) CI o > �.w ~o O J W m 0 J � DO NOT 5GALE PRINT5I GON5TRJGTION SHALL BE PER INOIGATED DIMEN5ION5 ONLY, ANY DI5GREPENGIE5 TO BE REPORTED TO M/I HOMES FOR GLARIFIGATIONI 20 ORLANDO FLOOR PLAN NOTES: 1. ALL INTERIOR WALLS ARE DRAWN AND DIMENSIONED 3 1/2" WIDE UNLESS NOTED OTHERWISE. la. ALL EXTERIOR FRAME WALLS ARE DRAWN AND DIMENSIONED 4" WIDE UNLESS NOTED OTHERWISE, 2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED 7 5/8" WIDE UNLESS NOTED OTHERWISE. 3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS SHALL BE CONSIDERED SHEAR WALLS. 4. DENOTES INTERIOR BEARING WALL WITH UPLIFT, SEE PLAN FOR WALL HEIGHTS. 5. ®DENOTES INTERIOR BEARING WALL WITH NO UPLIFT, SEE PLAN FOR WALL HEIGHTS. 6. p -INDICATES REINFORCED AND CONC, FILLED VERTICAL BLOCK CELL -CONT. FROM FOOTING TO C.M.U. TOP COURSE 7. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL. 8. PROVIDE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK. 9. PROVIDE 12"w. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION. 10. PROVIDE TEMPERED GLASS AT HAZARDOUS LOCATIONS AS DEFINED IN THE FLORIDA BUILDING CODE. 11. XXX -INDICATES WIND PRESSURE IN P.S.F. FOR EXTERIOR OPENING. 12. "FLR'G LINE" - INDICATES CHANGE IN FLOOR FINISH. 13. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. 14. PROVIDE WEATHERSTRIPPING AT ALL EXTERIOR SWING DOORS. 15. GARAGE STUD WALLS DO NOT ALIGN WITH GARAGE SLAB EDGE - SEE FOOTING DETAILS. HDR. ABV. DOORWAY STD. FRMG. ABOVE ALL DOOR WAYS FOR SECONDARY BEDROOMS PLUMB16 24" VOID BO STAGK_1�11 7q PLACE DBL. 1416 FLR'6 sq. ft. 2nd FLOOR LIVING 51W ADJ. TO VENT PIPE-/ sq. ft. TOTAL LIVING O < STUD SPACING DETAIL @ WASHER PHONE 4 GABLE BOX CENTER - 5EE 5HT. 4 FOR INCLUDED UNIT(5) ELECTRIC SERVIGE 4 METER CENTER - 5EE 5HT. 4 FOR INGLUDED UNITS UNIT A GAD"'GE LEFT -1ST ELECTRICAL PLAN • ELEV - B 5GALE: 1/4"=l'-0" � � o �o M. BATH BATH 2 W3636 W1836 ----� Q) B21 51336 BI5 I POF4 m ©1 DRAWER 81 DE I I m I � I OPEN KNEE 5PAGE I KITCHEN SEE SHEET 4 FOR BUILDING PLAN SQUARE FOOTAGE � ® 1st FLOOR LIVING 1416 FLR'6 sq. ft. 2nd FLOOR LIVING sq. ft. TOTAL LIVING O < 1416 sq. ft. GARAGE 45H 244 sq. ft. ENTRY 0 12 sq. ft. LANAI ' 60 sq. ft. TOTAL 1732 sq. ft. PAT10 SHWR. UNIT H/ 41 EGRE55 G255H UNIT A - GARAGE LEFT 2q'-4" Iq'-2" E6RE55 G255H 10'-21' PATIO 10'-2"x4'-0" q'-4" GLG. HT. 8 LANAI q'-4" GL6. HT. 6080 r -(--n MASTER SUITE ----- CARPET 0 11'-10° 21068 II m q'-111/4" PROVIDE 2x WALL BLK6. FOR FUTURE H.G. GRAB BAR5 13'-0 1/2" FLR'6 2'-41/4" LINE I TB24 21068 N a � ® KITCHEN m F- .� FLR'6 LJJ q'-4" GL6. HT. Q O < J M U--cn cv LL 1668 LINE 45H DINING q'-4" GL6. HT. 0 3 -q FIBERGLASS ' MGo LIVING { SHWR. UNIT H/ - 2x6 n - - TEMP, 6L, ENGL, 3'-6" 2'x4' ISLAND i WALL CARPET 12'-10 1/2" FRAME ON. 2x4 WALL o FLR'6 14'-8 3/4" q'-4" GL6. HT. TO 6'-0" BEHIND REF. 5 I/2 rn NOTE #q M. 20 MIN. FIRE DR. o Td la BATH LE a o 21-611 o 0 42"x60" TUB 2668 2'-51/2" 2868 21068 PROVIDE 2x WALL 5LK6. 206t 12106b FLR'6 21068 I 3068 FOR FUTURE H.G. 6RAB BAR5 IS LINE FLR'G I 26.qDBL.2x4 WALL _ 3q 1/2" H. 2x4 LINE 5'-1" 2'-81/2" KNEE WALL 11'-5 3/4" COLUMN BELOW GIRDER Q 5EE NOTES PH 22"x30" I- i'I I W I I I I C I I 2x6 FLR'6 2068 21011 =_ ATTIC '' WALL LINE I I ry AGGE55 K - - - I-' --i _ � - I D.W. r-5EE I I 45H HEADER ABV. W,H `� I p I I I I I 5 I/2° 5'-2 1/2" 2I a68 10'-10" 11'-2" 2'-I" 5'-2 1/2" 3'-6" 0'-4" GLG HT FRAME ON. GLG. a � ® KITCHEN m F- .� FLR'6 LJJ q'-4" GL6. HT. VzNM O < J M U--cn cv LL LINE � < DINING I TILE ' O - CARPET R/5 I 3'-6" 2'x4' ISLAND i 6'-3/S" FRAME ON. 2x4 WALL TOP e FLR'6 TO 6'-0" BEHIND REF. O.H. LINE 20 MIN. FIRE DR. 5 -11 1/2 4 -8 21-611 2668 2'-51/2" 2868 206t 12106b �? I 3068 FLR'G I 26.qDBL.2x4 WALL R LINE 31/2"x q I/4" LVL m o COLUMN BELOW GIRDER 5EE NOTES 22"x30" I- i'I I W I I I I C I I 2x6 FLR'6 2068 21011 =_ ATTIC '' WALL LINE I I ry AGGE55 K _ „` J r-5EE NOTE fl1 I 45H HEADER ABV. W,H `� I p I I I I I 5 I/2° 2I a68 MG 11'-2" 2'-I" 5'-2 1/2" 3'-6" 51-03/411 FRAME ON. GLG. - HI TO BOT. OF HDR, UH 21068 PROVIDE (1) LAYER OF 5/8" TYPE "X" 6YP. BD. AT `� PH 77 6ARA6E GL6. 4 1/2" 6YP. BD. BR6. AT 6ARA6E FRAME WALL5 WALL l<N q'-4" GL6. HT. 1 -CAR GARAGE PROVIDE IDE 2x BLK6. AT 5TUD WALL Ix BLK6. AT BLK. WALL FOR FUTURE H.G. GRAB BAR5 f- _-------1 q'-4" GL6. HT. 60"x30" = FIBER0LA55 0 I "' BDRM 2 TUBISHWR. UNIT . CARPET L - I R/5 II' -2" I II' -3" 5'-0 3/4" 8010 O.H. DOOR 25.4 1 2668 I I G35 5H E6RE55 26.q 2'-0" 8'-0" I'-4" 6'-8" 11'-4" 18'-0" 2q'-4" UNIT A GARAGE LEFT - 1ST FLOOR PLAN • ELEV - B 5GALE: 1/4"=l'-0" a I cel O � u> cv N v PHONE 4 GABLE BOX CENTER - INGLIIDED UNIT ELECTRIC 5ERVI6E 4 METER CENTER - 5EE 50T. 4 FOR INGLUDED UNITS I ■ I 1 LATEST REVISION DATE TO MASTER: 05/10/07 C 0 -4 & 0) co V co z CMO Co F- .� �r, w ca (0pw� LJJ VzNM O < J M U--cn cv LL � � < a Z W Ed m 0 CV O 1`. uj p o J W 0 u) J � DO NOT 5GALE PRINT5I GON5TRUGTION SHALL BE PER INDICATED DIMEN5ION5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M/I HOME5 FOR GLARIPIGATIONI 21 ORLANDO (1)#5 BAR CONT. H/ 2" CLEARANCE TYP. -� BEND BAR E05 12 TO TIE TOGETHER SPRING POINT FOR 5:12 SLOPE 5 AT RAKE — — .4 LAP REBAR hU VERTIGAL REBAR TOP OF BLOCK A ------- ��4° 20"LONG#5BAR - 2 CLEARANCE FROM BOT. OF I'. 7 OVERHANG 51N61 -E Wxlb GONG. I KNOCKOUT BLOCK GOUR5E BOND BEAM - FILL SOLID H/ GONG. 6 1#5 BAR CONT, SIDE WALL FORMED & A POURED OVERHANG DETAIL. 22 I INDICATES FORMED AND POURED (10#5 BAR DONT. H/ 2" GLEARANGE TYP. TOP OF FORMED & POURED TIE -BEAM AT +IB' -81/8' TOP OF BLOCK— — — SINGLE 8x8xl6 GONG. KNOCKOUT BLOCK COURSE BOND BEAM - FILL 50LID H/ GONG. 8 1#5 BAR CONT. B', LEVELTIE-BEAMDETAIL INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8" DP. W 1#5 BAR GOVT. 12 5PRIN6 POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED d POURED OVERHANG SEPARATION WALL ELEVATION BTWN. UNITS "B -GR" & "GGR"FROM UNIT "C" SIDE OF WALL. i-` cz 5PRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED 8 POURED OVERHANG 4'-0" SPRING POINT FOR 125:12 SLOPE - 5 RAKE TIE BEAM ,a TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) J, J J 61SEPARATION WALL ELEVATION BTWN. UNITS "A -GR" &"B -GR" FROM UNIT 111311 SIDE OF WALL. 22 I/4 11_ 11_O11 -- 1 INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8" OF. A H/ 1#5 BAR CONT. B SIDE TO SIDE a A.d 5:12 SLOPE TO TOP OF INDICATES FORMED AND POURED RAKE TIE BEAM 'CnWto U W) 12 20 TIE -BEAM MIN. 8" OR SPRING POINT 5:12 SLOPE 5 T1,2-0` d POURED OVERHANGRAKE TIE BEAM a+ H/ 1#5 BAR CONT. 1 4'-0" d U q //�' �// e +a/�° 47///�,�y'//�//J//]/7///�//}J/J//�J//J��'/T//T�//'7/a/'/�J7//7//7//7///�/7//J//�/////��/T�/T�/T//'/�J7///�//f//�//7///////T� ///7//j//7//�//7////)'' /� -K L! LC LL LL /�1 LL L -C LL/1/L! d.+ (o*oA d° .. a .. d d. FILL SOLID H/ GONG. $ 1#5 BAR CONT. 5 O INDICATES 51N6LE Wx16 GONG. KNOCKOUT BLOCK COURSE SEE PLANS FOR LOGATION OF FROM FTG. TO TOP OF RAKE TIE BEAM no 51DE TO SIDE � BOND BEAM - FILL SOLID H/ GONG. Q 1#5 BAR CONT. VERTICAL REINFORCED BLOCK CELLS - - INDICATE5 51N6LE Sx8x16 GONG. G 5:12 SLOPE TO TOP OF RAKE TIE BEAM FILL SOLID H/ GONG. 4 1#5 BAR CONT. _ KNOCKOUT BLOCK GOUR5E Y FROM FTG. TO TOP OF RAKE TIE BEAM' 2 -8 12'-0" BOND BEAM - FILL SOLID 43'-4" a W/ GONG. 8 1#5 BAR CONT. _ /T/ 1�/1—/1/lI/I/11�1I/1/I/I/I/Z/11111II��1/lI/�1l Id 4'-0" 5'4" INDICATES SINGLE 8x8xlb GONG. KNOCKOUT BLOCK COURSE 51DE HALL FORMED FORMED POURED 12 BOND BEAM - FILL SOLID H/ GONG. 8 1#5 BAR CONT. & POURED OVERHANG 5 OVERHANG MEMO' SEE PLANS FOR LOCATION OF + ,.. INDICATES DOUBLE 8xbxlb GONG. KNOGKOUT BLOCK COURSE VERTICAL REINFORCED BLOCK CELLS - a BOND BEAM - FILL SOLID W GONG. & I#5 BAR CONT. SPRING POINT FOR FILL 50LID H/ GONG. $ 1#5 BAR CONT. SINGLE 8x8x16 GONG. 5:12 SLOPE FROM FTG. TO TOP OF RAKE TIE BEAM KNOCKOUT BLOCK COURSE RAKE TIE BEAM - BOND BEAM - FILL SOLID SINGLE 8x8x16 GONG. o SEE PLANS FOR LOCATION OF o - W GONG. � 1#5 BAR CONT. a KNOCKOUT BLOCK COURSE d? m d? VERTICAL REINFORCED BLOCK CELLS - BOND BEAM - FILL SOLID CC) FILL SOLID W/ GONG. 4 I#5 BAR CONT. W/ GONG. $ 1#5 BAR GONT. FROM FTG. TO TOP OF RAKE TIE BEAM 5PRIN6 POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED d POURED OVERHANG SEPARATION WALL ELEVATION BTWN. UNITS "B -GR" & "GGR"FROM UNIT "C" SIDE OF WALL. i-` cz 5PRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED 8 POURED OVERHANG 4'-0" SPRING POINT FOR 125:12 SLOPE - 5 RAKE TIE BEAM ,a TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) J, J J 61SEPARATION WALL ELEVATION BTWN. UNITS "A -GR" &"B -GR" FROM UNIT 111311 SIDE OF WALL. 22 I/4 11_ 11_O11 -- 1 INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8" OF. a FORM 8 POUR RAKED TIE BEAM (105 BAR GONT.H/ *a4, 2" CLEARANCE TV. ° a a � a' Q ° FA STEP BLOCK HALL AS REQUIRED TO MAINTAIN MIN. 8" DEPTH FOR RAKE TIE BEAM FORMED 8 POURED OVERHANG ° �� ♦ : 30" LONG #5 BAR - �' ° 2" GLEARANGE FROM BOT. OF ` OVERHANG BEND BAR ENDS ` TO TIE TOGETHER o3 PY- i SAHGUT OUT BLOCK il END CELL FACE TO INCREASE POUR DEPTH AT (ENTER OF HALL AT OVERHANGS 8x8xIb GONG. KNOCKOUT BLK. COURSE BOND BEAM FILL SOLID WGONG. 4 (1)#5 BAR CONT. BxBxlb BLOCK HALL PER PLAN -VERTICAL REINFORCED BLOCK CELL - FILL SOLID W GONG. $ (105 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM DETAIL. In=i_On d A H/ 1#5 BAR CONT. B SIDE TO SIDE a A.d 5:12 SLOPE TO TOP OF 22 RAKE TIE BEAM 'CnWto U W) 12 SIDE WALL FORMEDFOR SPRING POINT 5:12 SLOPE 5 T1,2-0` d POURED OVERHANGRAKE TIE BEAM a+ 12'-0" 1 4'-0" d U q 0 d' a q a 12 d° .. a .. d d. FILL SOLID H/ GONG. $ 1#5 BAR CONT. 5 O o m FROM FTG. TO TOP OF RAKE TIE BEAM " .a. � 5PRIN6 POINT INDICATE5 51N6LE Sx8x16 GONG. FOR 5:12 SLOPE KNOCKOUT BLOCK GOUR5E 2 -8 RAKE TIE BEAM BOND BEAM - FILL SOLID a W/ GONG. 8 1#5 BAR CONT. a FORM 8 POUR RAKED TIE BEAM (105 BAR GONT.H/ *a4, 2" CLEARANCE TV. ° a a � a' Q ° FA STEP BLOCK HALL AS REQUIRED TO MAINTAIN MIN. 8" DEPTH FOR RAKE TIE BEAM FORMED 8 POURED OVERHANG ° �� ♦ : 30" LONG #5 BAR - �' ° 2" GLEARANGE FROM BOT. OF ` OVERHANG BEND BAR ENDS ` TO TIE TOGETHER o3 PY- i SAHGUT OUT BLOCK il END CELL FACE TO INCREASE POUR DEPTH AT (ENTER OF HALL AT OVERHANGS 8x8xIb GONG. KNOCKOUT BLK. COURSE BOND BEAM FILL SOLID WGONG. 4 (1)#5 BAR CONT. BxBxlb BLOCK HALL PER PLAN -VERTICAL REINFORCED BLOCK CELL - FILL SOLID W GONG. $ (105 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM DETAIL. In=i_On d �- O a A.d INDICATES FORMED AND POURED I— 'CnWto U W) RAKE TIE -BEAM MIN, 8" DP. W e H/ 1#5 BAR CONT. E— a�va� SEE PLANS FOR LOCATION OF U cazN 0 VERTICAL REINFORCED BLOCK CELLS - 12 © QO d. FILL SOLID H/ GONG. $ 1#5 BAR CONT. 5 O o m FROM FTG. TO TOP OF RAKE TIE BEAM " .a. � 5PRIN6 POINT FOR 5:12 SLOPE INDICATES DOUBLE 8x8xlb GONG. KNOCKOUT BLOCK GOUR5E 2 -8 RAKE TIE BEAM BOND BEAM - FILL SOLID Hl GONG. R 1#5 BAR CONT. a _ /T/ 1�/1—/1/lI/I/11�1I/1/I/I/I/Z/11111II��1/lI/�1l Id INDICATES SINGLE 8x8xlb GONG. KNOCKOUT BLOCK COURSE FORMED POURED BOND BEAM - FILL SOLID H/ GONG. 8 1#5 BAR CONT. OVERHANG xy- SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOCK CELLS - a FILL 50LID H/ GONG. $ 1#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM 56'-0" INDICATES DOUBLE 8x8xlb GONG. KNOCKOUT BLOCK COURSE BOND BEAM - FILL 50LID W/ GONG. & 1#5 BAR DONT. o SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOCK GELL5 - FILL 50LID K/ GONG. Q 1#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM TOP OF SLAB +0'-0" A.F.F. (REF. ELEV) SINGLE Bxbxlb GONG. KNOCKOUT BLOCK COURSE BOND BEAM - FILL 50LID o H/ GONG. � 1#5 BAR CONT. 5PRIN6 POINT FOR 12 5:12 SLOPE 5 RAKE TIE BEAM d a• r3 SEPARATION WALL ELEVATION BTWN. UNITS T-GR11 & "D•GL"FROM UNIT "D" SIDE OF WALL. FORMED � POURED OVERHANG LATEST REVISION DATE TO MASTER: 05/10/07 C �- O co Z 00 I— 'CnWto U W) L (0 W ooF-� _ E— a�va� Z U cazN 0 J © QO J LL W N � O o m c Q � b W 0 U) J (n DO NOT 5GALE PRINT51 GON5TRUGTION 5HALL 13E PER INDIGATED DIMEN51ON5 ONLY, ANY 1)I56REPENGIE5 TO BE REPORTED TO M/1 HOME5 FOR GLARIPIGATIONI 22 ORLANDO H Z cyW Z _ bi 0 O C7 "U w ~ Q O J b W 0 U) J (n DO NOT 5GALE PRINT51 GON5TRUGTION 5HALL 13E PER INDIGATED DIMEN51ON5 ONLY, ANY 1)I56REPENGIE5 TO BE REPORTED TO M/1 HOME5 FOR GLARIPIGATIONI 22 ORLANDO SIDE HALL FORMED d POURED OVERHANG 8'-Q II 1"— B V 51DE WALL FORMED RED OVERHANG ON 51TE SIDE OF WALL INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8" OF. A W/ 1#5 BAR DONT. d e. SIDE TO SIDE e ° 22 5:12 SLOPE TO TOP OF RAKE TIE BEAM ° 12 e d, INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 811 DP. W/ 1#5 BAR CONT. 12 SPRING POINT5 I— SEE PLANS FOR LOCATION OF SPRING POINT FOR 5:12 SLOPE d.. " VERTICAL REINFORCED BLOCK CELLS - FOR 5:12 SLOPE RAKE TIE BEAM ° FILL SOLID I^U GONG. R 1#5 BAR CONT. 21-011 RAKE TIE BEAM FROM FTG. TO TOP OF RAKE TIE BEAM 41-011 41011 I/1/11�1T/IlI/I/�/I/�1T�lllI'mZZ, �1lld/l� 1� e ° FILLAMFORMED d POURED LL CU INDICATES SINGLE 8x8x16 GONG. KNOCKOUT BLOCK COURSE FILL ALL GMU GELL5 H/ GONG. BOND BEAM - FILL SOLID W/ GONG. $ 1#5 BAR CONT. CELLS H/ GONG. OVERHANG INDIGATE5 SINGLE 8x8x16 GONG. SEE PLANS FOR LOCATION OF <r o KNOCKOUT BLQGK COURSE `r VERTIGAL REINFORCED BLOCK CELLS - SK P 9- I zz BOND BEAM - FILL SOLID FILL SOLID W/ GONG. d 1#5 BAR CONT. Wl GONG. ff 1#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM 521-011 INDICATES DOUBLE 8x8xlb GONG. KNOCKOUT BLOGK COURSE BOND BEAM - FILL SOLID H/ GONG, 4 1#5 BAR CONT. o SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLQGK CELLS - FILL SOLID H/ GONG. & 1#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM SINGLE 8xbx16 GONG. KNOCKOUT BLOCK COUR5E BOND BEAM - FILL 50LID �o H/ GONG, d 1#5 BAR DONT. I 4'-011 5PRING POINT FOR 12 5:12 SLOPE 5 RAKE TIE BEAM 4 ° 11 0SEPARATION WALL ELEVATION BTWN. UNITS "B -GL" & T-GL11FROM UNIT "B" SIDE OF WALL. � iia"=' -0 11 SIDE HALL FORMED 8 POURED OVERHANG ON OPP051TE SIDE OF HALL FORMED ff POURED OVERHANG INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8" DP.INDICATE5 FORMED AND POURED A W/ 1#5 BAR CONT. e 4 RAKE TIE -BEAM MIN, 8" DP. SIDE TO SIDE ; ° .a H/ 1#5 BAR GONT. 22 5:12 SLOPE TO TOP OF RAKE TIE BEAM ° ° d . SEE PLANS FOR LOCATION OF 12 ° d. VERTICAL REINFORCED BLOCK CELLS - 12 T FILL 50LID Vd/ GONG B I#5 BAR CONT 15 SPRING PAIN °.. . FOR 5:12 SLOPE 5 dp FROM FTG. TO TOP OF RAKE TIE BEAM a.. ^ SPRING POINT RAKE TIE BEAM FOR 5:12 SLOPE 2'-0" 4'-0" d e INDICATES DOUBLE 8x8x16 GONG. KNOCKOUT BLOCK COURSE BOND BEAM - FILL 50LID H/ GONG, 8 1#5 BAR CONT. e n ° I/ I/ I /I/III�11/1-/I//111111�/I/I/11�11 A4 INDICATES SINGLE 8x8x16 GONG. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID H/ GONG. 4 105 BAR CONT. INDICATES SINGLE 8xbx16 GONG. SEE PLANS FOR LOCATION OF KNOCKOUT BLOCK 6OUR5E ' VERTICAL REINFORCED BLOCK GELL5 - BOND BEAM - FILL 50LID FILL SOLID Wl GONG.. $ 1#5 BAR CONT, 16- W GONG. 8 1#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM 56'-011 INDICATES DOUBLE 8xbxlb GONG. KNOCKOUT BLOCK COURSE BOND BEAM - FILL 50LID Wl GONG. & 1#5 BAR GONT. SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOGK CELLS - FILL SOLID W/ GONG. S 1#5 BAR GONT. FROM FTG. TO TOP OF RAKE TIE BEAM TOP OF SLAB +0'-0" A•F.F. (REF. ELEV) 1 21-811 RAKE TIE BEAM ° 51N6LE 566 GONG KNOCKOUT BLOCK GOUR5E �I BOND BEAM - FILL SOLID -o H/ GONG. � 1#5 BAR CONT. FORMED 8 POURED OVERHANG 41-011 5PRING POINT FOR 12 5:12 SLOPE ° 5 RAKE TIE BEAM OR z SEPARATION WALL ELEVATION BTWN. UNITS T-GL11 & "D-GL"FROM UNIT "C" SIDE OF WALL. A 20 SIDE TO SIDE 5:12 SLOPE TO TOP OF RAKE TIE BEAM 12'-0" 4'-0" 51-411 21811 Z cta—x-00 Lu cz► 12 ^ mowco 5 ( cy— =I— omLo V 5PRING POINT FOR Z = 5:12 SLOPE O 'Q RAKE TIE BEAM SINGLE 8x8xlb GONG. m KNOCKOUT BLOCK COURSE a? O BOND BEAM - FILL SOLID W GONG. ff 1#5 BAR CONT. W z B INDICATES FORMED AND POURED 20 TIE -BEAM MIN. 8" OF. H/ 1#5 BAR CONT. .T///moi/ ./J ./, //�/'// .. e�/7/�'d ., . a '/ e ° d. d�/T�/.//�// /�J/�/7/J/�/' //�///��/%.. �./�/°��, e . : /J/�/. j/ate• ��/��"/, /�d� e../J/'"�/'//�///'��/T�/ /��/7/�' e /J/.�/. j/�/,'//' °�. ��/7/'� //�J INDICATES SINGLE 8xbxlb GONG. KNOCKOUT BLOCK COURSE SEE PLANS FOR LOCATION OF BOND BEAM - FILL SOLID H/ GONG. d 1#5 BAR DONT. VERTICAL REINFORCED BLOCK CELLS - FILL 50LID H/ GONG. $ 105 BAR CONT. `r �o FROM FTG. TO TOP OF RAKE TIE BEAM p "� 431-411 lit INDIGATE5 DOUBLE 8x8xlb GONG. KNOCKOUT BLOCK COURSE BOND BEAM - FILL 50LID H/ GONG. Q 1#5 BAR CONT. SINGLE 8xbx16 GONG. KNOCKOUT BLQGK GOUR5E BOND BEAM - FILL SOLID H/ GONG. $ 1#5 BAR DONT. o SEE PLANS FOR LOCATION OF -o VERTICAL REINFORCED BLOCK CELLS - FILL 50LIP H/ GONG. d 1#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM 41-011 FORMED 8 POURED OVERHANG 5PRING POINT FOR 12 5:12 SLOPE 5 RAKE TIE BEAM TOP A,,A.F.F. 6_`, SEPARATION WALL ELEVATION BTWN. UNITS "A -GL" & "B•GR"FROM UNIT "A" SIDE OF WALL, 23 FORMED $ POURED OVERHANG LATEST REVISION DATE TO MASTER: 05/10/07 I O o0 .L Z cta—x-00 Lu cz► U ^ mowco uJ cy— =I— omLo V Uzcv``' Z = J M O 'Q LL W c4 LL- a C Q � 23 ORLANDO Z cy— (n V a Z = LLI U O N MO W z r- o W Q O J W O U) J _ DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M/1 HOMES FOR GLARIEIGATIONI 23 ORLANDO R PROVIDE 50LID 2x4 BLKG. BTWN, 3/4" DIA. x 6" DP. HOLE z TOP/BOT, RAILS FOR SOLID SUBCATEGORY MANUFACTURER DESCRIPTION NAILING OF STRAP STRUCTURAL COMPONENT CONNECTOR 51MP50N 5TRON6-TIE GO. "H" 5ERIE5 HURRICANE TIE5 FL414 CONNECTOR 51MP50N 5TRON6-TIE GO. "L" 5ERIE5 ANGLE GLIP5 x4 BLKG. BTWN. FLR. CONNECTOR 51MP50N STRONG -TIE CO. "AB" 5ERIE5 P05T 5A5E5 FL414 CONNECTOR 51MP50N 5TRON6-TIE GO. "ABU" 5ERIE5 P05T BA5E5 NNECT TO BLK. W/ (4) 51MP50N "M5TAM24" STRAP W/Y FL414 CONNECTOR 51MP50N 5TRONG-TIE CO. "EPG" 5ERIE5 P05T GAP5 L. POWDER VFLR. (5) I/4"x2 1/4" MA50NRY 5GREW5FASTENERS- FL1218 CONNECTOR 51MP50N STRONG -TIE CO. "1-11,15" 5ERIE5 HANGERS PLACE TO BLOCK WALL AND (q)IOdNG FL414 CONNECTOR 51MP50N 5TRON6-TIE GO. "LCIS" 5ERIE5 HANGERS 51DE OF GABLE END COMMONS TO FLR TRU55 FL1901 CONNECTOR 51MP50N 5TRON6-TIE CO. "MT5" 5ERIE5 TW15T 5TRAP5 E5 J1 �o� (N LU GONG, FILLED REINF. TOP BLK. COURSEPER TYP. WALL SECTION MISSED FLOOR TRUSS TO BLK. WALL STRAP PROVIDE (1) "M5TAM24" FOR EA, "HETA20" STRAP 5PEGIFIED 51MP50N "MT5MIb" STRAP H/ (4) 1/4"x2 1/4" TAPGON5 TO BLOCK WALL AND (1)IOd GOMMON5 TO TRU55 ROOF TRU55 INSTALL ADD'L. STRAP � DIAGONALLY FROM EA. ry Q I OTHER FOR SINGLE GONG. FILLED REINF. MEMBER TRU55 TOP BLK. GOUR5E PER TYP. WALL 5EGTION MISSED ROOF TRUSS TO BLK. WALL STRAP USE (1) MT5MI6 STRAP FOR UPLIFT VALUES 660 LBS. OR LE55 USE (2) MT5M16 STRAPS FOR UPLIFT VALUES 1120 LB5. OR LE55 UPLIFT VALUES OVER 1120 LB5. REQUIRE LETTER FROM ARGHITEGT OR ENGINEER FLORIDA PRODUCT APPROVAL SCHEDULE 3/4" DIA. x 6" DP. HOLE z PRODUCT CATEGORY SUBCATEGORY MANUFACTURER DESCRIPTION STATE OF FLORIDA APPROVAL NUMBER STRUCTURAL COMPONENT CONNECTOR 51MP50N 5TRON6-TIE GO. "H" 5ERIE5 HURRICANE TIE5 FL414 CONNECTOR 51MP50N 5TRON6-TIE GO. "L" 5ERIE5 ANGLE GLIP5 FL414 CONNECTOR 51MP50N STRONG -TIE CO. "AB" 5ERIE5 P05T 5A5E5 FL414 CONNECTOR 51MP50N 5TRON6-TIE GO. "ABU" 5ERIE5 P05T BA5E5 FL414 CONNECTOR 51MP50N 5TRONG-TIE CO. "PG" 5ERIE5 P05T GAPS FL414 CONNECTOR 51MP50N 5TRONG-TIE CO. "EPG" 5ERIE5 P05T GAP5 FL414 CONNECTOR 51MP50N 5TRON6-TIE CO. "HUG" SERIES HAN6ER5 FL1218 CONNECTOR 51MP50N STRONG -TIE CO. "1-11,15" 5ERIE5 HANGERS FL414 CONNECTOR 51MP50N STRONG -TIE CO. W1,15G" 5ERIE5 HAN6ER5 FL414 CONNECTOR 51MP50N 5TRON6-TIE GO. "LCIS" 5ERIE5 HANGERS FL414 CONNECTOR 51MP50N 5TRONG-TIE GO. 15TA" 5ERIE5 FLAT 5TRAP TIE5 FL1901 CONNECTOR 51MP50N 5TRON6-TIE CO. "MT5" 5ERIE5 TW15T 5TRAP5 FL414 CONNECTOR 51MP50N 5TRON6-TIE GO. "MT5M" 5ERIE5 T45T 5TRAP5 FLI423 CONNECTOR 51MP50N 5TRON6-TIE GO. "51"" 5ERIE5 STUD PLATE TIE5 FL414 CONNECTOR 51MP50N 5TRON6-TIE GO. "SPH" 5ERIE5 STUD PLATE TIE5 FL538. CONNECTOR 51MP50N 5TRON6-TIE GO. "LTP" 5ERIE5 PLATE TIE5 FL414 CONNECTOR 51MP50N 5TRON6-TIE CO. `LTA" 5ERIE5 TRU55 ANGHOR5 FLI423 CONNECTOR 51MP50N 5TRON6-TIE GO. "HETA" 5ERIE5 TRU55 ANGHOR5 FLI901 CONNECTOR 51MP50N 5TRON6-TIE GO. "HOT" 5ERIE5 GIRDER TIEDOHN5 FL414 CONNECTOR 51MPSON STRONG -TIE GO, "MGT" 5ERIE5 GIRDER TIEDOHNS FLI423 CONNECTOR 51MP50N STRONG -TIE GO. "LOT" 5ERIE5 61RDER TIEDOHN5 FLI423 CONNECTOR 51MP50N 5TRON6-TIE GO. "HTT" 5ERIE5 TEN51014 TIE5 FL503 GONNEGTOR 51MP50N 5TRON65-TIE GO. "HO" 5ERIE5 HOLDDOWN ANCHOR5 FL503 BOTTOM FOFULL CONNECTOR 51MP50N 5TRON6-TIE CO. "PHD" 5ERIE5 HOLDDOHN ANCHOR5 FL503 CONNECTOR UNITED STEEL PRODUGT5 "LPTA" 5ERIE5 TRU55 ANCHORS FL559 GONG TF LINTEL LOTT CONCRETE PRODUGT5 PREGA5T LINTEL / BEAM SEGIONS FL1441 CONCRETE LINTEL HEKIHA CONCRETE PRODUCTS PREGA5T LINTEL / BEAM 5EGION5 FL1418 ENGINEERED HOOD TRUSS -JOIST LAMINATE BEAMS 8 GOLUMN5 FLI630 INSTALL WDW,/DOOR TAP60N W/ GROUTTOP 25" MIN. LAP ROOFING ASPHALT 5HIN6LE5 OHEN5 GORNIN6 A5PHALT 5HINOLE5 FL65 UNDERLAYMENT UNITED ROOFIN6 ASPHALT 5ATURATED OR&ANIG FELT FL2965 DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE UNDERLAYMENT TAMKO ROOFIN6 PRODUGT5, INC. ASPHALT 5ATURATED OROANIG FELT FL1144 OFF -RIDGE VENT5 LOMANCO, ING. 5ERIE5 110 VENT5 FL3lg2 PANEL WALLS 5OFFIT5 CAMERON A5HLEY BUILDIN6 PRODUC T50FFIT5 FL406 EXTERIOR 5LIDIN6 GLA55 DOC WIN((, LTD. ALUM. 51-I0IN6 6LA55 DOORS FL126 DOORS 5LIDIN6 GLA55 DD (FLORIDA EXTRUDERS INT'L. ALUM. 51-I0IN6 GLA55 DOORS FL45 5LIDIN6 GLA55 DO RSENERAL ALUMINUM GO. ALUM, 5LIDIN6 GLA55 DOOR5 FL264 5NIN61NO PLASTPRO ING. / NANYA PLASTIGS BER61-A55 ENTRY DOOR FL1321 5WIN61N6 JELD-WEN METAL DOOR UNIT5 FL539 5WIN61N6 JELD-WEN FRENGH DOOR UNIT5 FL538 5ECTIONAL GLOPAY BUILDING PRODUGT5 G0, RESIDENTIAL SECTIONAL 6ARA6E DOOR FL542 THICKNESS LESS THAN 11/2" WINDOWS 5146LE HUNG KINGO, LTD. ALUMINUM 51NOLF HUNG WINDOW FL123 HORIZONTAL 5LIDE KINGO, LTD. ALUMINUM HORIZONTAL 5LIDIN6 WINDOW FL124 FIXED KINGO, LTD. ALUMINUM FIXED GLA55 WINDOW FL125 MULLIONS KINGO LTD. ALUMINUM FL951 G FLORIDA EXTRUDER5 INTL. ALUMINUM 5146LE HUNG WINDOW FL42 HORIZONTAL 5D O D D R5 NTt. ALUMINUM HORIZONTAL 5LIDIN6 WINDOW FL43 FIXED FLORIDA EXTRUDERS INTL. TETFRUM FIXED OLA55 WINDON FL44 MULLION5 FLORIDA EXTRUDER5 INTL. ALUMINUM FL3136 51NGLE HUNG GENERAL ALUMINUM GO. ALUMINUM 51N6LE HUN6 WINDOW FLIb98 HORIZONTAL 5LIDERI GENERAL ALUMINUM GO. ALUMINUM HORIZONTAL 51-I0IN6 WINDOW FLIIOO FIXED GENERAL ALUMINUM GO. ALUMINUM FIXED GLA55 WINDOW FL 255 MULLIONS 6ENERAL ALUMINUM GO. ALUMINUM FLIbbl FIXED GLA55 BLDG PITT5BUR6 GORNIN6 CORP. GLA55 UNIT MASONRY INSTALLED W MOR 891363 TAMPA DBL. 2x P.T. BLOCKING (2)IOd NAILS VERT. REINF. GONG. AT 6" D.G. FILLED CELL W/ 145 BAR -,//* n 1/2" EXP. BOLT AT 24" O.G. VERT. (2 3/4" EMBED) W/ 2"50. WASHER --- -- 1. N REINF. FILLED TOP BLOCK COURSE I GONG. BLK. WALL PER TYP. WALL SECTION VERT. REINF. GONG. FILLED (SELL W/ 145 BAR I � ti I � II TOP OF SLAB II ry 51MP50N "94" AT EA. STUD ATTAGH EXT. SHEATHING TO 5TUD5 / PLATES PER STRUCTURAL NOTES AT EXT. FRAME WALL TO BLOCK WALL, PROVIDE 2x P.T. H/ 1/2" EXP. BOLT AT 24" O.G. VERT. (2 3/4" EMBED) W/ 2" 50. HASHERS PROVIDE 2 3/4" EDGE DISTANCE FOR BOLTS 51MP50N "5PH4" AT EA. STUD I 8" -J EXT, FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TO ALL EXTERIOR FRAME HALL 5 ONLY UNLE55 OTHERWISE NOTED ON FLOOR PLAN 3/4" DIA. x 6" DP. HOLE FOR #5 BAR DOWEL SET IN Q w EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL 0 (V GROUT BLOCK 50LID A5 SHOWN - EXTEND GROUT GONTINUOU5 TO THE NEAREST REINFORCED CELLS BEYOND THE LOCATION OF THE MAXIMUM 2" BLOCK OVERHANG (FILL TO BOTTOM OF WINDOW SILL AT LOGATION5 WHERE SILL 15 LE55 THAN 2'-0" ABOVE TOP OF SLAB) 2" MAX. OVERHANGING BLOCK REPAIR DETAIL ALL BLK. CELLS ABV. LINTEL TO BE GONG. FILLED PRECAST LINTEL PER PLAN ACROSS OPNG. -� 2x6 P,T. FROM BOT. OF LINTEL TO TOP OF WALL - CENTER ON OPNG. FASTEN TO BLOGK W/ 1/2" J -BOLT W/ 2" 50 WASHER -2xb OR 2x4 P.T. W/ GONG. NAILS AT 3/4" DIA. x 6" DP. HOLE z FOR #5 BAR DOWEL SET IN EXTEND JAMB 12" MIN. EPDXY ADHESIVE QLu 2x4 SPF AT 12" O.G. GROUT SOLID AT TOP OF BLK, WALL TOP OF CELL D F E F D D F D D E D A A A FILLED REINF. 5AWGUT APPROX.GONG, G MAX. G B B "' G WOW. G OPN6. A A SILL / MULL AX. G - B WOW. WPW. G = OPN6. OPN6. A SILL / MULL TOP GOUR5E PER OPENING IN OPENING 56D OR EXT. DOOR OPNG. SINGLE WDW. OR TYP. WALL SECTION NOTES: THICKNESS 11/2" OR GREATER PRECAST GONG. STACKED WDW. BY SIDE WDWS. 2 --DRILLED HOLE TO BE LINTEL ABV. OPNG. Wl MULL BTWN. © REBA 5P GLEANED PRIOR TO000 WDW.OPN6. LOGATION5 NON.OPN6. P51 D15PEN51N6 ADHESIVEONG, WIDTH IN HEAD (D FILLED --EPDXY ADHESIVE TOELL W/ #5 HIGH 5TREN6TH TYPE REBAR --REBAR DOWEL MUST1 D E BE GLEAN AND OIL FREE III 5AWGUT I" W. OPNG. IN 5AWGUT APPROX. I 80.01"TO 100" I 11/4" EMBEDMENT INTO HALL FROM TOP TO 4"H.x24"H• IOd x 31. II INSTALL W HJPOOR 5GREW BOTTOM FOFULL OPENING IN WALL DRYWALL ANCHOR INTO BUCK PER REBARR PLAGEMENTHT. c/� vJ !!< V INSTALLATION DETAILS INTO CELL -FILL SOLID HEAD/JAMB FOR BUCK IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER II L1J INSTALL WDW,/DOOR TAP60N W/ GROUTTOP 25" MIN. LAP J OF SLAB OF REBARS H J DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE 3/4" DIA. x 6" DP. HOLE FOR #5 BAR DOWEL SET IN Q w EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL 0 (V GROUT BLOCK 50LID A5 SHOWN - EXTEND GROUT GONTINUOU5 TO THE NEAREST REINFORCED CELLS BEYOND THE LOCATION OF THE MAXIMUM 2" BLOCK OVERHANG (FILL TO BOTTOM OF WINDOW SILL AT LOGATION5 WHERE SILL 15 LE55 THAN 2'-0" ABOVE TOP OF SLAB) 2" MAX. OVERHANGING BLOCK REPAIR DETAIL ALL BLK. CELLS ABV. LINTEL TO BE GONG. FILLED PRECAST LINTEL PER PLAN ACROSS OPNG. -� 2x6 P,T. FROM BOT. OF LINTEL TO TOP OF WALL - CENTER ON OPNG. FASTEN TO BLOGK W/ 1/2" J -BOLT W/ 2" 50 WASHER -2xb OR 2x4 P.T. W/ GONG. NAILS AT TAPCON INSTALLATION ANCHOR CHART 12" O.G. AGRO55 TOP OF OPNG. BLOCK OPNGS. W/ BUCKS 1 1/2" EXTEND JAMB 12" MIN. WIDTH ABV. OPNG. 2x4 SPF AT 12" O.G. 2x6 P.T. BUCK AT GARAGE DOOR JAM05 2x6 5PF AT 12" O.G. 11'-6" FASTEN TO BLOCK W 1/2" DIAM X 6" D F E F D D F D D E D A A A J -BLOTS AT 12" D.G. W/ 2" 50. WA5HER5 AT EA. SIDE OF OPNG. GARAGE DOOR MASONRY OPENING 1 1/2" GARAGE DOOR DETAIL MIN. DESIGN LOADS: b'-0" WIDE GAR. DOOR +23.2 P5F i -2q.3 P5F 16-0" WIDE 6AR. DOOR +22.0 P5F & 26,q P5F I. LOGATION5 PER INDIVIDUAL WDW. OPNG DIMENSION NOT MULLED WDW. OPNG. DIMENSION 2. MAXIMUM ALLOWABLE 5PAGING) BTWN. TAPGON ANCHORS TO BE 24" D.G. 2x HDR. PLATE OR EXTERIOR W. HDR' SHEATHING (2) LAYERS OF 1/I6" 0.5.13. OR (I) LAYER OF 3/4" PLYWD. GONNEGT W/ (2)8d NAILS AT 161, O.G. BUILT UP WOOD HDR. OR 2x HDR. PLATE EXTERIOR SHEATHING, 2x CRIPPLE STUDS AT 16" O.G. BTWN. SILL PLATE 4 BOT. PLATE OR HDR. 4 HDR. PLATE 2x HDR. OR SILL PLATE OR HDR. JACK ATTACH WDW./DOOR PER MANUF. SPECIFICATIONS SILL / JAMB / HEAD FRAME WALL OPNG. WDW./DOOR DETAILS TAPGON PER 3/4" SCHEDULE MIN. _ I m< EXT. FACE TAPCON INSTALLATION ANCHOR CHART FOR BLOCK OPNGS. W/ BUCKS 1 1/2" THICK OR GREATER WIDTH WIDTH WIDTH_ 2x4 SPF AT 12" O.G. WIDTH 2x6 5PF AT 12" O.G. 11'-6" 24" D.G. MAX. D F E F D D F D D E D A A A qj+� 6" MAX. G MAX. G B B "' G WOW. G OPN6. A A SILL / MULL AX. G - B WOW. WPW. G = OPN6. OPN6. A SILL / MULL BLOCK FOR BUILT UP (2)Bd x 2 1/2" AT 24" D.G. 56D OR EXT. DOOR OPNG. SINGLE WDW. OR MULTIPLE SIDE THICK OR MORE THICKNESS 11/2" OR GREATER PRECAST GONG. STACKED WDW. BY SIDE WDWS. 2 MIN. 2 1/2" WIDE BUCK - LINTEL ABV. OPNG. Wl MULL BTWN. © W/ MULL BTWN. o - WDW.OPN6. LOGATION5 NON.OPN6. LOCATIONS HEIGHT IN HEAD CI WIDTH IN HEAD (D EXTERIOR DOOR OPENINGS o UP TO 40" A UP TO 40" D 40.01" TO 60" A , B 40.01" TO 60" D E 60.01" TO 60" A , G 60.01` TO 60" O , F 80.01"TO 100" A , B , G I 80.01"TO 100" 0 , E , F I. LOGATION5 PER INDIVIDUAL WDW. OPNG DIMENSION NOT MULLED WDW. OPNG. DIMENSION 2. MAXIMUM ALLOWABLE 5PAGING) BTWN. TAPGON ANCHORS TO BE 24" D.G. 2x HDR. PLATE OR EXTERIOR W. HDR' SHEATHING (2) LAYERS OF 1/I6" 0.5.13. OR (I) LAYER OF 3/4" PLYWD. GONNEGT W/ (2)8d NAILS AT 161, O.G. BUILT UP WOOD HDR. OR 2x HDR. PLATE EXTERIOR SHEATHING, 2x CRIPPLE STUDS AT 16" O.G. BTWN. SILL PLATE 4 BOT. PLATE OR HDR. 4 HDR. PLATE 2x HDR. OR SILL PLATE OR HDR. JACK ATTACH WDW./DOOR PER MANUF. SPECIFICATIONS SILL / JAMB / HEAD FRAME WALL OPNG. WDW./DOOR DETAILS TAPGON PER 3/4" SCHEDULE MIN. _ I m< EXT. FACE STUD SIZE, MATL., AND O.G. SPACING MAX. HT. (2)IOd x 1112" AT 24" O.G. OF BLOCK 6-6" 2x6 5PF AT 16" O.G. 10'-0" 2x4 SPF AT 12" O.G. FOR BUCK BUILT UP TO 2 2x6 5PF AT 12" O.G. 11'-6" 2x4 5YP AT 16" O.G. q'-0" 2x6 5YP AT 16" O.G. 13'-6" 1/2" THICK PROVIDE 2x P.T. AGAINST OR BLOCK FOR BUILT UP (2)Bd x 2 1/2" AT 24" D.G. BUCKS 2" THICK OR MORE FOR BUCK BUILT UP 2 1/2" BUILT UP BUCK DETAIL THICK OR MORE THICKNESS 11/2" OR GREATER PRECAST GONG. IDd x 31. IOd X 31. OR 2 MIN. 2 1/2" WIDE BUCK - LINTEL ABV. OPNG. 3'-10" 1/2" DIAM. 4'-8" MAXIMUM 2 3/4" BUILT UP OR GMU JAMB 3 BOLT ® 16" O.G. 2xb THICKNESS - CONNECT W1 GAULK BTWN. IOd x 31 IDd X 31. OR 44.0 3/16" DIA. TAPGON5. BUCK / BLOCK 140.3 TAPGON LENGTH MUST BE I 3q.1 1 38.4 SUFFICIENT TO ACHIEVE MIN, GEMENT FIN15H ® 16" O.G. 11/4" EMBEDMENT INTO OVER BLOGK IDd x 31. IOd x 31. BLOGK JAMB / HEAD INSTALL W HJPOOR 5GREW W 0 W uj DRYWALL ANCHOR INTO BUCK PER c/� vJ !!< V INSTALLATION DETAILS 161, O.G. HEAD/JAMB FOR BUCK IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER THICKNESS 11/2" OR GREATER L1J INSTALL WDW,/DOOR TAP60N PRECAST GONG. O J ANCHOR INTO BLOCK PER LINTEL ABV. OPNG. H J DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE INSTALLATION DETAILS OR GMU JAMB D1 ORLANDO MIN, 2 I/2" WIDE BUGK- GAULK BTWN. MAXIMUM BUILT UP BUCK / BLOCK THIGKNE55 MUST BE LE55 THAN 11/2" GONNEGT W/ GEMENT FIN15H SPIRAL NAILS AT Ib" O.G. OVER BLOCK II DRYWALL HEAD/JAMB FOR BUCK THICKNESS LESS THAN 11/2" GEMENT FIN15H ATTACH WDW./DOOR PER OVER BLOCK MANUF, 5PEGIFIGATION5 PRECAST GONG. SILL � I SILL ' BLOCK WALL OPNG. WDW./DOOR BUCK DETAILS ALL WINDOWS AND WALK DOORS SHALL HAVE A MAX. DES16N PRE55URE OF 34.1 P5F. PRE55URE BASED ON MINIMUM GOMPONENT EFFEGTIVE AREA OF 10 S.F. - PRE55URE5 MAY BE REDUGED FOR THE ACTUAL EFFEGTIVE WDW./ DOOR AREA AS STATED ON "COMPONENT AND CLADDING MIN. OE516N WIND LOAD PRE55URE" CHART ON THIS SHT. HEIGHTS OF #2 STUDS EXTERIOR FRAME HALLS ONLY - EXPOSURE G - 120 M.P.H. STUD SIZE, MATL., AND O.G. SPACING MAX. HT. STUD SIZE, MATL., MAX. AND O.G. 5PAGIN6 HT. 2x4 SPF AT 16" O.G. 6-6" 2x6 5PF AT 16" O.G. 10'-0" 2x4 SPF AT 12" O.G. T-6" 2x6 5PF AT 12" O.G. 11'-6" 2x4 5YP AT 16" O.G. q'-0" 2x6 5YP AT 16" O.G. 13'-6" 2x4 5YP AT 12" O.G. 104" 2xb 5YP AT 12" O.G. 15'-0" -- FOR INTERIOR BEARING WALL5: 2x4 5PF AT 16" O.G. - MAX. WALL HT. II' -I" O.G. 2x4 5PF AT 12" O.G. - MAX. WALL HT. 12-3" O.G. 2xb 5PF AT 16" O.G. - MAX. WALL HT. 11'4' O.G. -- FOR ALL FRAME BEARING WALL5 OVER 10' HIGH, PROVIDE SOLID 2x BLOCKING AT 4'-0" O.G. MAXIMUM CONSTRUCTION NOTES I. APPLICABLE GODE5: - FLORIDA BUILDING CODE 2004 - RESIDENTIAL- - FLORIDA BUILDING GODE SUPPLEMENT - RE5IDENTIAL 2005 - FLORIDA BUILDING CODE SUPPLEMENT - RESIDENTIAL 2006 - NATIONAL ELEGTRIGAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DHELIN65, NFPA 10A; 2005. 2. 5UB60NTRAGTORS SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE BUILDER/ARCHITEGT OF ANY 015GREPANGIE5 PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. ALL GON5TRUGTION SHALL BE BRACED AND SHORED BY GONTRAGTOR AS REQUIRED TO SAFELY PERFORM THE WORK. TERMITE PROTECTION 1. TERMITE PRETREATMENT SHALL MAKE USE OF BORA-CARE TERMITIGIDE, THE BORA-CARE RE Y THE FLORIDA DEPARTMENT OF AGRICULTURE TERMITIGIDE TREATMENT 15 REGISTERED B L AND CONSUMER SERVICES A5 REQUIERED BY THE FLORIDA BUILDING CODE 2004 - RESIDENTIAL - R202; 8320.1; R320.1.8; R104. 2. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL COMPANY BEFORE A GERTIFIGATE OF 0(GUPANGY MAY BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: 'THE BUILDING HAS RECEIVED A GOMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN A6GOROAN6E WITH THE RULES AND LAW5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES', FOUNDATION NOTES I. FOUNDATION 15 DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRE55URE OF 2000 P5F. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 P5F 15 OBTAINED PRIOR TO FOOTING PLACEMENT. 2. FOOTING SHALL BE PLACED ON GOMPAGTED 501L FREE OF ORGANIC DEBRIS. 3. AS REQUIRED BY THE LOCAL MUNICAPILITY BUILDING DEPARTMENT, A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL ON THE 51TE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXP05ED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED 5ETBAGK5. CONCRETE NOTES I. CONCRETE STRENGTH SHALL BE 2500 P51 AT 28 DAYS AND IN AGGORDANGE WITH A.G.I. 318-q5. 2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A615 GRAFE 40, 3. WELDED WIRE FABRIC SHALL BE IN AGGORDANGE WITH THE LATEST EDITION OF A5TM AI85. CONCRETE MASONRY NOTES I. CONCRETE MA50NARY WORK SHALL BE IN ACCORDANCE HITH A.G.I.530/A5GE 5/TM5 402. 2. CONCRETE MA50NARY UNITS SHALL BE IN CONFORMANCE WITH A5TM GqO, GRADE N, TYPE 11 A5TM G140 AND SHALL HAVE A GOMPRE551VE STRENGTH OF 2000 P51 MINIMUM BASED ON THE NET GROSS SECTIONAL AREA. 3. COARSE GROUT SHALL BE IN CONFORMANCE WITH ASTM G416. 4. MORTAR SHALL BE TYPE "M" OR "5" IN AGGORDANGE WITH A5TM G210. 5. ALL MA50NARY UNITS SHALL BE LAID IN RUNNING BON U.N.O. 6. PROVIDE 8" PRECAST CONCRETE LINTEL5 ABOVE ALL MA50NAPIY OPN65. ALL LINTEL FOR OPN65.OVER 5'-b" SHALL BE GROUTED 50LID W/ 8" STANDARD BRC. EA. END U.N.O. (4" MIN. BEARING REGV.) PRE-ENGINEERED WOOD TRUSSES I. ALL TRU55E5 SHALL BE IN AG60ROANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN 5PEGIFIGATON5 FOR 5TRE55-6RADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, 2. THE TRU55 MANUF. SHALL VERIFY ALL TRU55 SPANS, SLOPES, BEARING POINTS, AND DIMEN51ON5 BEFORE FABRICATION. ANY DEVIATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO THE ATTENTION OF THE BUILDER/ARGHITEGT/ENGINEER PRIOR TO PROCEEDING, TRU55 MANUF. TO SUPPLY ALL TRUSS TO TRU55 HANGERS AND CONNECTIONS. 3. TRU55 MANUF. TO PROVIDE SHOP DRAWING ON NEW AND/OR REVISED MODEL PLANS TO BUILDER FOR REVIEW BEFORE FABRICATION. TRU55 SHOP DRAWINGS SHALL SHOW ALL TRU55 PROFILES, GRAVITY/ALIFT LOADS; BRACING MEMBERS, AND TRU55 TO TRU55 HANGERS. 4. ALL PREFAB. WOOD TRU55E5 SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS AS REQUIRED PER THE FRAMING PLANS. 5. PRE-ENGINEERED WOOD TRU55E5, RAFTERS, AND OTHER ROOF FRAMING MEMBERS SHALL BE SPACED AT 24" O.G. MAXIMUM. 6. RIDGE AND VALLEY SET MEMBERS SHALL BE A NOMINAL DIMENSION OF 2" LARGER THAN RAFTERS. 1. ALL ROOF FRAMING MEMBERS SHALL BE MIN. 5YP #2 OR BETTER. WOOD HEADER SCHEDULE MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALL5 SIZES NOTED ON PLANS TO 5UPERGEDE VALUES 5HOWN ON THI5 5GHEDULE FASTENER SCHEDULE FOR 10 BUILT UP STUD COLUMNS 5IZE VERTICAL 5PAGIN6 OF FASTENERS AT 8" D.C. 40 STAGGERED UNLESS OTHERWISE NOTED. THIRD AND NJ FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF 2 -PLY GOMP051TE POST. MINIMUM END DISTANCE SHALL ROOF ONLY 4'-0" BE 21/2" AND MINIMUM EDGE DISTANCE SHALL BE I". STUD # OF NAILS NUMBER OF PLY5 (2) PLY5 (3) PLY5 (4) PLY5 5IZE PER ROW 20 (1) IOd x 31. IDd x 31. IOd X 31. OR 2 2nd FLOOR $ ROOF 3'-0" 2 3'-10" 1/2" DIAM. 4'-8" 2 5'-5" 3 BOLT ® 16" O.G. 2xb (2) IDd x 31. IOd x 31 IDd X 31. OR 44.0 42.4 51.4 140.3 1/2" DIAM,BOLT I 3q.1 1 38.4 31,1 ® 16" O.G. 20 (2) IDd x 31. IOd x 31. IOd X 31. OR Z W 0 W uj 0 1/2" DIA. BOLT c/� vJ !!< V m J 161, O.G. IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER WITH 1/2" DIAM. THRU-BOLT5 AT Ib" O.G. VERTICALLY WITH L1J THE SAME NUMBER OF BOLTS PER ROW A5 NAILS CONSTRUCTION NOTES I. APPLICABLE GODE5: - FLORIDA BUILDING CODE 2004 - RESIDENTIAL- - FLORIDA BUILDING GODE SUPPLEMENT - RE5IDENTIAL 2005 - FLORIDA BUILDING CODE SUPPLEMENT - RESIDENTIAL 2006 - NATIONAL ELEGTRIGAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DHELIN65, NFPA 10A; 2005. 2. 5UB60NTRAGTORS SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE BUILDER/ARCHITEGT OF ANY 015GREPANGIE5 PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. ALL GON5TRUGTION SHALL BE BRACED AND SHORED BY GONTRAGTOR AS REQUIRED TO SAFELY PERFORM THE WORK. TERMITE PROTECTION 1. TERMITE PRETREATMENT SHALL MAKE USE OF BORA-CARE TERMITIGIDE, THE BORA-CARE RE Y THE FLORIDA DEPARTMENT OF AGRICULTURE TERMITIGIDE TREATMENT 15 REGISTERED B L AND CONSUMER SERVICES A5 REQUIERED BY THE FLORIDA BUILDING CODE 2004 - RESIDENTIAL - R202; 8320.1; R320.1.8; R104. 2. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL COMPANY BEFORE A GERTIFIGATE OF 0(GUPANGY MAY BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: 'THE BUILDING HAS RECEIVED A GOMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN A6GOROAN6E WITH THE RULES AND LAW5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES', FOUNDATION NOTES I. FOUNDATION 15 DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRE55URE OF 2000 P5F. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 P5F 15 OBTAINED PRIOR TO FOOTING PLACEMENT. 2. FOOTING SHALL BE PLACED ON GOMPAGTED 501L FREE OF ORGANIC DEBRIS. 3. AS REQUIRED BY THE LOCAL MUNICAPILITY BUILDING DEPARTMENT, A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL ON THE 51TE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXP05ED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED 5ETBAGK5. CONCRETE NOTES I. CONCRETE STRENGTH SHALL BE 2500 P51 AT 28 DAYS AND IN AGGORDANGE WITH A.G.I. 318-q5. 2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A615 GRAFE 40, 3. WELDED WIRE FABRIC SHALL BE IN AGGORDANGE WITH THE LATEST EDITION OF A5TM AI85. CONCRETE MASONRY NOTES I. CONCRETE MA50NARY WORK SHALL BE IN ACCORDANCE HITH A.G.I.530/A5GE 5/TM5 402. 2. CONCRETE MA50NARY UNITS SHALL BE IN CONFORMANCE WITH A5TM GqO, GRADE N, TYPE 11 A5TM G140 AND SHALL HAVE A GOMPRE551VE STRENGTH OF 2000 P51 MINIMUM BASED ON THE NET GROSS SECTIONAL AREA. 3. COARSE GROUT SHALL BE IN CONFORMANCE WITH ASTM G416. 4. MORTAR SHALL BE TYPE "M" OR "5" IN AGGORDANGE WITH A5TM G210. 5. ALL MA50NARY UNITS SHALL BE LAID IN RUNNING BON U.N.O. 6. PROVIDE 8" PRECAST CONCRETE LINTEL5 ABOVE ALL MA50NAPIY OPN65. ALL LINTEL FOR OPN65.OVER 5'-b" SHALL BE GROUTED 50LID W/ 8" STANDARD BRC. EA. END U.N.O. (4" MIN. BEARING REGV.) PRE-ENGINEERED WOOD TRUSSES I. ALL TRU55E5 SHALL BE IN AG60ROANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN 5PEGIFIGATON5 FOR 5TRE55-6RADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, 2. THE TRU55 MANUF. SHALL VERIFY ALL TRU55 SPANS, SLOPES, BEARING POINTS, AND DIMEN51ON5 BEFORE FABRICATION. ANY DEVIATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO THE ATTENTION OF THE BUILDER/ARGHITEGT/ENGINEER PRIOR TO PROCEEDING, TRU55 MANUF. TO SUPPLY ALL TRUSS TO TRU55 HANGERS AND CONNECTIONS. 3. TRU55 MANUF. TO PROVIDE SHOP DRAWING ON NEW AND/OR REVISED MODEL PLANS TO BUILDER FOR REVIEW BEFORE FABRICATION. TRU55 SHOP DRAWINGS SHALL SHOW ALL TRU55 PROFILES, GRAVITY/ALIFT LOADS; BRACING MEMBERS, AND TRU55 TO TRU55 HANGERS. 4. ALL PREFAB. WOOD TRU55E5 SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS AS REQUIRED PER THE FRAMING PLANS. 5. PRE-ENGINEERED WOOD TRU55E5, RAFTERS, AND OTHER ROOF FRAMING MEMBERS SHALL BE SPACED AT 24" O.G. MAXIMUM. 6. RIDGE AND VALLEY SET MEMBERS SHALL BE A NOMINAL DIMENSION OF 2" LARGER THAN RAFTERS. 1. ALL ROOF FRAMING MEMBERS SHALL BE MIN. 5YP #2 OR BETTER. WOOD HEADER SCHEDULE MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALL5 SIZES NOTED ON PLANS TO 5UPERGEDE VALUES 5HOWN ON THI5 5GHEDULE COMPONENT EFFEGTIVE AREA O 10 HEADER LOAD HEADER CONDITION (2)2x6 NJ I (2)2x8 NJ 5IZE 30 40 (2)2x10 NJ (2)2x12 NJ ROOF ONLY 4'-0" 2 5'-4" 2 6'-8" 2 1'-6" 2 2nd FLOOR ONLY 3'-6" 2 4'-5" 2 5'-5" 2 6'-3" 2 2nd FLOOR $ ROOF 3'-0" 2 3'-10" 2 4'-8" 2 5'-5" 3 "NJ" = MINIMUM NUMBER OF JACK STUDS REOV. AT EA. END UNLE55 OTHERN15E NOTED ON THE PLAN ALL STRUCTURAL HEADERS TO BE #2 OR BETTER 5.Y.P. ALL NON-5TRUGTURAL HEADERS HEM -FIR OR 5 -P -F OR BETTER WALL & ROOF FRAMING NOTES I. WOOD CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCT ASSOCIATION, 2. ROOF AND WALL STRUCTURAL SHEATHING SHALL BE SPAN RATED IN AGGORDANGE WITH APA P5 I-83 OR NER-108. NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d COMMON, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD AND SHANK 51ZE EQUIVALENT TO HAND DRIVEN NAILS, OTHERWI5E SPACING SHALL BE REDUCED FROM 12" TO I0",8" TO 6", 6" TO 5", 4" TO 3" AND 3" TO 2" IN TH05E APPLICATIONS. 3. ALL EXTERIOR FRAMED WALL STUDS SHALL BE A5 NOTED ON PLANS AND A MINIMUM GRADE OF #2 OR BETTER. INTERIOR WALL STUDS SHALL BE A MINIMUM OF 5 -P -F #2 OR BETTER. 4. WOOD HEADERS PER SCHEDULE UNLE55 NOTED OTHEPH15E ON PLANS. ALL HEADER MATERIAL TO BE SOUTHERN YELLOW PINE #2 MIN. PROVIDE STRAPS A5 REOV. PER DETAILS. 5. PROVIDE A ALL UNDER COLUMN 5AWN 50LID UP OR BUILT GO A GIRDERS AND BEAMS IN FRAMED L L WALLS UNLE55 NOTED OTHERH15E ON PLANS. A MINIMUM OF (2)2x4 STUDS SHALL BE USED. STRAP MEMBER DIREGTLY TO TOP OF COLUMN AND BOTTOM W/ A MIN. OF 51MP50N 5PH4 OR EQUAL AT EACH STUD. PROVIDE BLOCKING TO BEARING WALL BELOW AS REQUIRED. HEAVY HOLD DOWN5 MAY BE REQUIRED AT 50ME LOCATIONS A5 NOTED ON PLANS. 6. END JOINTS IN STRUCTURAL DOUBLE PLATE SHALL BE OFFSET AT LEAST 4'-0". 5TRUGTURAL DOUBLE PLATES TO BE NAILED AT 6" O,G, 1. AT EXTERIOR FRAME WALL5, PROVIDE FULL PANEL OF SHEATHING FROM ALL CORNER EDGE5. FULL PANEL MUST BE 5AWGUT AROUND ANY OPENINGS. SEE DETAILS FOR NAILING REQUIREMENTS, 8. THE NUMBER AND 5IZE OF NAILS GONNEGTING WOOD MEMBERS SHALL NOT BE LE55 THAN TH05E SPECIFIED IN TABLE R602.3(FA5TENIN6 SCHEDULE) OF THE FLORIDA BUILDING CODE 2004 -RESIDENTIAL- UNLE55 NOTED OTHERWISE. q. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRE55URE TREATED LUMBER OR SEPARATED FROM CONCRETE W/ FELT PAPER OR METAL PLATES. 10. ALL NAILS AND BOLTS EXP05ED TO WEATHER SHALL BE HOT DIPPED GALVINIZED. UPLIFT CONNECTORS I. UPLIFT CONNECTORS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXP05EP TO UPLIFT FORGE5. INTERIOR LOAD BEARING HALLS ARE NOT ALWAY5 EXP05EO TO UPLIFT FORGES. THE MEMBERS OF THESE WALL WOULD NOT NEED TO HAVE GONNEGTOR5 APPLIED. 2. UPLIFT GONNEGTOR5 TO PROVIDE CONTINUITY FROM ROOF TRU55E5 THRU PLATES TO SLAB AND FOUNDATION PER PLAN. 3. UPLIFT CONNECTORS AT ROOF TRUSSES SHALL BE BENT OVER TRU55 TOP CHORDS AS REQUIRED AND NAILED PRIOR TO APPLICATION OF ROOF SHEATHING. MISSED 5TRAP5 SHALL BE INSTALLED PER PLAN PRIOR TO SHEATHING INSTALLATION, 4. THE MAXIMUM NUMBER OF FLAT STRAPS (I.E. "HETA20") IN THE TOP BLOCK WALL COURSE AT ANY GIRDER TRU55 SHALL BE (2) STRAPS WITH 8" CLEAR DIMENSION BEFORE NEXT 5TRAP(5). 5. ALL SPECIFIED GONNEGTOR5 SHALL BE INSTALLED PER CONNECTOR MANUFAGTURER5 INSTRUCTIONS. 6. NO CONNECTOR SHALL BE BENT IN THE FIELD UNLE55 NOTED A5 AGGEPTABLE IN THE CONNECTOR MANUF. PRODUCT CATALOG. 1. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM, 8. INSTALL ALL SPECIFIED FASTENERS AT EACH GONNEGTOR, REFER TO CONNECTOR SCHEDULE FOR MINIMUM NUMBER OF FASTENERS. q. MAY SUBSTITUTE HURRICANE STRAP WITH STRAP OF GREATER HOLD DOWN VALUE OR GREATER UPLIFT VALUE IN FIELD WITHOUT VERIFIGATION, PROVIDED ALL MANUFACTURERS INSTALLATION INSTRUCTIONS OR REQUIREMENTS ARE FOLLOWED. STRUCTURAL CRITERIA I. APPLICABLE CODE: FLORIDA BUILDING CODE 2004 - RESIDENTIAL CHAPTER 3; SECTION 8301 2. WIND SPEED - 120 MPH 3-5EG. 95T / 100 MPH FASTEST MILE NON -WIN -BORNE DEBRIS REGION WIN IMPORTANCE FACTOR - (1) ONE "ENGLO5ED" BUILDING TYPE EXP05URE GATE60RY -SEE ROOF PLAN NOTES. 3. INTERNAL PRE55URE COEFFICIENT: +/- 0.18 MAXIMUM MEAN ROOF HT. = 30 FEET GENERALNOTES I. DOORS BETWEEN GARAGE AND LIVING 5PAGE SHALL BE MINIMUM 13/8" THICK SOLID GORE WOOD DOOR5,130' 50LIP OR HONEYCOMB GORE 5TEEL D00RS, OR 20 -MINUTE FIRE RATED DOORS. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE, 6ARA6E5 BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8" TYPE X GYPSUM BOARD OR ITS EQUIVALENT. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR 6FILIN65 SEPARATING THE DHELLIN FROM THE GARAGE SHALL BE 6ON5TRUGTED OF A MINIMUM N0.26 GAGE SHEET STEEL OR APPROVED EQUAL. 4, ENGL05ED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED 51DE WITH 1/2" GYPSUM BOARD. COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE I'C" COMPONENT LOCATION COMPONENT EFFEGTIVE AREA O 10 15 20 30 40 50 60 10 80 q0 100 ROOF ANGLE > 10°-30° 10.1 61.0 63.6 b0.8 51.8 55.0 53.8 52.5 51.1 50.0 48.6 ROOF ANGLE > 30°-45" 42.4 41.6 40.6 3q.8 38.q 38.1 31.1 31.4 31.0 30 3b.3 WALL 48.6 41.0 45.4 44.0 42.4 51.4 140.3 1 3qb I 3q.1 1 38.4 31,1 PRESSURES STATED ON ANY PLAN OR DETAIL SHALL 5UPER6EDE VALUES PROVIDED ON THI5 CHART. VALUES INDICATED ARE COMPONENT PRESSURES FOR THE M05T STRINGENT ZONE LOAD GA5E PER TABLE R301.2 (2) OF FLORIDA BUILDING CODE 2004 - RE51DENTIAL AND 2006 SUPPLEMENT LATEST REVISION DATE TO MASTER, 05/10/07 (D U U [Y C� O z� Ow LuJ z W0 �..". c/) o co °Oo a co Z � 00 I-- M, w (D W0 Lu VzNcl a+C) J M O Q LL u) CV V- Q p m � Z n oco r V W a - Z W 0 W uj 0 c/� vJ !!< V m J © cr) 4 O L1J � O J 0 W H J DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER INDIGATED DIME%ION5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M/I HOMES FOR GLARIPIGATIONI D1 ORLANDO 1/8" GEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) WALL 5HEATHIN6 PEEL AND STICK MEMBRANE FLASHING ALUMINUM WINDOW FRAME SET IN DONT. BED OF SEALANT EXTERIOR WINDOW HEAD SCALE: 2" - I'-0" ALUMINUM WINDOW / 1 FRAME SET IN CONT, J BED OF SEALANT PEEL AND STICK MEMBRANE FLASHING WALL SHEATHING EXTERIOR WIN 56ALE: 2" - 1'-0" ALUMINUM WINDOW FRAME 5ET IN CONT. BED OF SEALANT PEEL AND STICK MEMBRANE FLASHING BUILDING WRAP (TYVEK) 2011110011affilirl PAPER BACK LATH l/8" GEMENT PLASTER L l/8" GEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) DOW JAMB EXTERIOR WINDOW SILL 5GALE: 2" - 1'-O" N r ti 0 r 0 C TYVEK OVER 'G' PEEL AND STICK FLASHING AND WINDOW FLANGE TAPE OVER GUT IN TYVEK c PEEL AND STICK DETAIL - METAL OR VINYL TRIM CONTROL / EXPANSION JOINT - l/8" GEMENT PLASTER PAPER BACK LATH 24" WIDE PEEL $ STICK MEMBRANE OR #15 FELT FLA5HING BUILDING WRAP ( TYVEK) -WALL SHEATHING DETAIL @CONTROL / EXPANSION JOINT 5GALE: 3" = 1'-0" l/Ib" 055 SHEATHING GABLE END OR FLOOR TP"ter l/8" GEMENT ON PAPER B AIR INFILTRATION 5A (DESIGN STANDARD: 1 MID -WALL WEEP 5GREED 1/2" P PLA`: v vi v rv,� DETAIL @ BLOCK 1 FRAME CONNECTION 5GALE: 3" = 1'-0" 4' 5' INCL. ROOF EDGE ROOF O.H. 2 2 <r I 0 �j0 ---------- O O 2 RIDGE 2� "4- w 4 ROOF o I EDGE 0Iw 2 _ 2 2 — 0 ® ® 5' INCL. ROOF O.H. O1 ZONE I - USE 8d NAILS @ 12" O.G. (FIELD) 6" O.G. (EDGE) 0 ZONE 2 - USE Bd NAILS ® 6" O.G. (FIELD/EDGE) Q ZONE 3 - USE 8d NAILS © 4" O.G. (FIELD/EDGE) ROOF NAILING PATTERN 8'-0" MAX. SPAN W/0 2x8 RIDGE 2x4 VERTICAL BLK6. 2xb VALLEY RAFTERS (4)lbd 20 COLLAR TIE IN NAILS UPPER 3RD OF ROOF HT. -- - - - - -- AT EVERY 3RD PAIR OF MT512 - ------ - RAFTERS STRAP 2x4 VERT. AT MT512 V-0" O.G. MAX. (ONLY STRAP i AT SPANS > V-0") 20 BLK6. AT VALLEY RAFTER BR6. BTWN. TRUSSES ROOF TRU55 ROOF TRU55 BELOW RAFTER HAND VALLEY FRMG. DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP 8xbxlb GONG. KNOCKOUT 25 MIN. LAP BLK. TDP COURSE - FILL W/ GONG. 1-#5 BAR CONT. #5 REBAR W/ 5TD. HOOK c REINF. GONG. FILLED _ CELL #5 VERT. REBAR \�Y 25" MIN. LAP #5 REBAR W/ 5TD. HOOK BLOCK WALL HT. TRANSITION DETAIL PRE-ENG'RED ROOF OR FLOOR TRU55E5 AT 24" O.G. CONNECT EA. TRU55 BOT. \ CHORD W/ (2)lbd MIN. GOMMON5 TOE -NAILED TO TOP PLATE 1/2" GYPSUM BO. -J DBL. 2x TOP PLATE -� R -II INSULATION AT ALL WALL5 ADJAGENT TO NON -AIR CONDITIONED SPACES 2x CONT. MID -WALL BLKG. (WALL5 OVER 10' H. --PROVIDE BLK6. AT 4'-0" O.G. MAX) 1/2" DRYWALL- 2x RYWALL-2x STUDS @ 16" O.G. 2x P.T. SILL PLATE 31/2" MIN. GONG. SLAB (2500 P51) W/ FIBERMESH OR 6x6 10/10 MM OVER VAPOR BARRIER -� R-30 INSULATION HURR. ANCHOR AT EA. TRU55 TO TOP PLATE 5EE FRMG. PLANS "5PH4" AT EA. STUD TO TOP PLATE NOTE: TRU55 TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANGHOR5, AND BOLTS TO SLAB NOT REQUIRED AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (N0 UPLIFT LOADS) "5PH4" ANCHOR AT EA. STUD TO SILL PLATE 5/8" EXP. BOLTS (2 3/4" EMBED.) AT 32" O.G. MAX. W/ 2" 50. WASHERS GLEAN GOMPA(TED TERMITE TREATED FILL THICKEN) SLAB FOOTING PER SLAB PLAN TYP. INT. BRG. WALL SECTION 5GALE: 1 12"=I' -O` 2x4 LADDER FRMG, REQ'). AT OVERHAN65 OVER 12"-GONNEGT W/ (2)124 TO TRU55 TOP CHORD 6011T. 20 W/ 2-12d NAILS 2x4 OUTLOOKER5 AT 24" O.G. W/ (3)124 TOE -NAILED TO TRU55 TOP CHORD 1/I6" 05B SHEATHING OVER GABLE END TRU55-GONNEGT W/ 8d NAILS AT b" O.G.--5ET FACE OF SHEATHING FLUSH W/ BLK. WALL (PROVIDE 1/8" 5PA6E BTWN. PANELS) U.5.P. "LPTA" OR 51MP50N "LTAI" 5TRAP-5EE FRMG. PLAN FOR LOGATION5-5ET STRAP 2" FROM FAGE OF BLOCK AND PARALLEL TO TRU55-FILL ALL HOLES W/ NAILS 51MP50N "HETA20" AT EA. TRU55 VERT. OR 24" O.G.-GONNEGT Wl (14)IOd GOMMON5 INTO SOLID 2x4 13LK6. CONT. 2x4 MIN. P,T. PLATE W/ 1/2" DIA, A.B. OR 5/8" EXP. BOLT W/ 2" 50. WA5HER AT 48" O.G. MAX. OR (2)POWER-DRIVEN NAILS (SIZE EQUAL TO IDd COMMON) AT 16" O.G. "HETA20" GABLE END STRAP ALTERNATIVE APPROVED SHINGLES MANUF. /TYPE: GERTAINTEED "LANDMARK 30 AR" GERTAINTEED "LANDMARK 30" FLASHING: ALL ROOF AND WALL FLASHING TD BE ALUMINUM OR GALV. METAL MATERIAL. GONNEGT W/ GALV. METAL NAILS AT 24" O.G. MAX. ROOF TRU55E5 OR 2x RAFTERS AT 24" O,G.- CONNECT H/ (2)lbd MIN. 60MMON5 TOE -NAILED TO TOP PLATE - "5PH4" AT EA. STUD TO TOP PLATE 2x GONT. 5TA66EREP MID -WALL BLOCKING (WALL5 OVER IO' H. --PROVIDE BLK6. AT 4'-0" O.G. MAX.) 2x STUDS AT 161, O.G. Ii - SEE ROOF PLAN FOR REQ'). STRAP AT EA. MEMBER "5PH4" AT I6" O.G. Z/AGR055 HDR. SPAN REFER TO HEADER SGHED. FOR SIZES 15TA24" STRAP AT HDR. STUD TO BEAM (2) 5TRAP5 EA. SIDE W/ (4) OR MORE TRU55E5 AGRO55 OPNG. NOTE: TRU55 TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND 13OLT5 TO 5LA5 NOT REQUIRED AT INTERIOR BEARING WALL5 NOTED "5PH4" AT EA. ON PLANS AS 5UPPORTING GRAVITY STUD TO SILL PLATE LOADS ONLY (NO UPLIFT LOADS) NUMBER OF "5PH4" STUD 5/8" EXP. 5OLT5 (2 3/4" EMBED) TO PLATE GONNEGTOR5 TO AT 32" O.G. MAX. W/ 2" 50, WA5HER5 MATCH NUMBER OF 5TRAP5 PROVIDE "SPHb" STRAP AT 2xb 5TUD5 ABOVE OPNG. IN LIEU OF "5PH4" STRAPS 1 -STY. FRAME BRG. WALL TO SLAB CONNECTOR DETAIL STRAPS AND BOLTS NOT REQUIRED AT INTERIOR BEARING WALL5 NOTED ON PLANS AS 5UPPORTIN6 GRAVITY LOAD5 ONLY (NO UPLIFT LOA05) 20 "T" OR "L" 5TRON613AGK AT GABLE -------------- ------ 12d NAILS AT 12" D.G. OVER FASCIA —' '�~ 11 SHEATHING SEE START B 5TRIP5 HERE 7 EDGE OF WINDOW FLANGE APPLY PEEL AND STICK FLASHING MEMBRANE IN ORDER STARTING AT BOTTO OF WINDOW AND OVERLAPPING AS INDICATED ALUMINUM OR 5/4" PRIME TRIM 2x4 5TRON6BAGK IF GABLE TRU55 15 PEEL AND STICK DETAIL - METAL OR VINYL TRIM CONTROL / EXPANSION JOINT - l/8" GEMENT PLASTER PAPER BACK LATH 24" WIDE PEEL $ STICK MEMBRANE OR #15 FELT FLA5HING BUILDING WRAP ( TYVEK) -WALL SHEATHING DETAIL @CONTROL / EXPANSION JOINT 5GALE: 3" = 1'-0" l/Ib" 055 SHEATHING GABLE END OR FLOOR TP"ter l/8" GEMENT ON PAPER B AIR INFILTRATION 5A (DESIGN STANDARD: 1 MID -WALL WEEP 5GREED 1/2" P PLA`: v vi v rv,� DETAIL @ BLOCK 1 FRAME CONNECTION 5GALE: 3" = 1'-0" 4' 5' INCL. ROOF EDGE ROOF O.H. 2 2 <r I 0 �j0 ---------- O O 2 RIDGE 2� "4- w 4 ROOF o I EDGE 0Iw 2 _ 2 2 — 0 ® ® 5' INCL. ROOF O.H. O1 ZONE I - USE 8d NAILS @ 12" O.G. (FIELD) 6" O.G. (EDGE) 0 ZONE 2 - USE Bd NAILS ® 6" O.G. (FIELD/EDGE) Q ZONE 3 - USE 8d NAILS © 4" O.G. (FIELD/EDGE) ROOF NAILING PATTERN 8'-0" MAX. SPAN W/0 2x8 RIDGE 2x4 VERTICAL BLK6. 2xb VALLEY RAFTERS (4)lbd 20 COLLAR TIE IN NAILS UPPER 3RD OF ROOF HT. -- - - - - -- AT EVERY 3RD PAIR OF MT512 - ------ - RAFTERS STRAP 2x4 VERT. AT MT512 V-0" O.G. MAX. (ONLY STRAP i AT SPANS > V-0") 20 BLK6. AT VALLEY RAFTER BR6. BTWN. TRUSSES ROOF TRU55 ROOF TRU55 BELOW RAFTER HAND VALLEY FRMG. DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP 8xbxlb GONG. KNOCKOUT 25 MIN. LAP BLK. TDP COURSE - FILL W/ GONG. 1-#5 BAR CONT. #5 REBAR W/ 5TD. HOOK c REINF. GONG. FILLED _ CELL #5 VERT. REBAR \�Y 25" MIN. LAP #5 REBAR W/ 5TD. HOOK BLOCK WALL HT. TRANSITION DETAIL PRE-ENG'RED ROOF OR FLOOR TRU55E5 AT 24" O.G. CONNECT EA. TRU55 BOT. \ CHORD W/ (2)lbd MIN. GOMMON5 TOE -NAILED TO TOP PLATE 1/2" GYPSUM BO. -J DBL. 2x TOP PLATE -� R -II INSULATION AT ALL WALL5 ADJAGENT TO NON -AIR CONDITIONED SPACES 2x CONT. MID -WALL BLKG. (WALL5 OVER 10' H. --PROVIDE BLK6. AT 4'-0" O.G. MAX) 1/2" DRYWALL- 2x RYWALL-2x STUDS @ 16" O.G. 2x P.T. SILL PLATE 31/2" MIN. GONG. SLAB (2500 P51) W/ FIBERMESH OR 6x6 10/10 MM OVER VAPOR BARRIER -� R-30 INSULATION HURR. ANCHOR AT EA. TRU55 TO TOP PLATE 5EE FRMG. PLANS "5PH4" AT EA. STUD TO TOP PLATE NOTE: TRU55 TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANGHOR5, AND BOLTS TO SLAB NOT REQUIRED AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (N0 UPLIFT LOADS) "5PH4" ANCHOR AT EA. STUD TO SILL PLATE 5/8" EXP. BOLTS (2 3/4" EMBED.) AT 32" O.G. MAX. W/ 2" 50. WASHERS GLEAN GOMPA(TED TERMITE TREATED FILL THICKEN) SLAB FOOTING PER SLAB PLAN TYP. INT. BRG. WALL SECTION 5GALE: 1 12"=I' -O` 2x4 LADDER FRMG, REQ'). AT OVERHAN65 OVER 12"-GONNEGT W/ (2)124 TO TRU55 TOP CHORD 6011T. 20 W/ 2-12d NAILS 2x4 OUTLOOKER5 AT 24" O.G. W/ (3)124 TOE -NAILED TO TRU55 TOP CHORD 1/I6" 05B SHEATHING OVER GABLE END TRU55-GONNEGT W/ 8d NAILS AT b" O.G.--5ET FACE OF SHEATHING FLUSH W/ BLK. WALL (PROVIDE 1/8" 5PA6E BTWN. PANELS) U.5.P. "LPTA" OR 51MP50N "LTAI" 5TRAP-5EE FRMG. PLAN FOR LOGATION5-5ET STRAP 2" FROM FAGE OF BLOCK AND PARALLEL TO TRU55-FILL ALL HOLES W/ NAILS 51MP50N "HETA20" AT EA. TRU55 VERT. OR 24" O.G.-GONNEGT Wl (14)IOd GOMMON5 INTO SOLID 2x4 13LK6. CONT. 2x4 MIN. P,T. PLATE W/ 1/2" DIA, A.B. OR 5/8" EXP. BOLT W/ 2" 50. WA5HER AT 48" O.G. MAX. OR (2)POWER-DRIVEN NAILS (SIZE EQUAL TO IDd COMMON) AT 16" O.G. "HETA20" GABLE END STRAP ALTERNATIVE APPROVED SHINGLES MANUF. /TYPE: GERTAINTEED "LANDMARK 30 AR" GERTAINTEED "LANDMARK 30" FLASHING: ALL ROOF AND WALL FLASHING TD BE ALUMINUM OR GALV. METAL MATERIAL. GONNEGT W/ GALV. METAL NAILS AT 24" O.G. MAX. ROOF TRU55E5 OR 2x RAFTERS AT 24" O,G.- CONNECT H/ (2)lbd MIN. 60MMON5 TOE -NAILED TO TOP PLATE - "5PH4" AT EA. STUD TO TOP PLATE 2x GONT. 5TA66EREP MID -WALL BLOCKING (WALL5 OVER IO' H. --PROVIDE BLK6. AT 4'-0" O.G. MAX.) 2x STUDS AT 161, O.G. Ii - SEE ROOF PLAN FOR REQ'). STRAP AT EA. MEMBER "5PH4" AT I6" O.G. Z/AGR055 HDR. SPAN REFER TO HEADER SGHED. FOR SIZES 15TA24" STRAP AT HDR. STUD TO BEAM (2) 5TRAP5 EA. SIDE W/ (4) OR MORE TRU55E5 AGRO55 OPNG. NOTE: TRU55 TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND 13OLT5 TO 5LA5 NOT REQUIRED AT INTERIOR BEARING WALL5 NOTED "5PH4" AT EA. ON PLANS AS 5UPPORTING GRAVITY STUD TO SILL PLATE LOADS ONLY (NO UPLIFT LOADS) NUMBER OF "5PH4" STUD 5/8" EXP. 5OLT5 (2 3/4" EMBED) TO PLATE GONNEGTOR5 TO AT 32" O.G. MAX. W/ 2" 50, WA5HER5 MATCH NUMBER OF 5TRAP5 PROVIDE "SPHb" STRAP AT 2xb 5TUD5 ABOVE OPNG. IN LIEU OF "5PH4" STRAPS 1 -STY. FRAME BRG. WALL TO SLAB CONNECTOR DETAIL STRAPS AND BOLTS NOT REQUIRED AT INTERIOR BEARING WALL5 NOTED ON PLANS AS 5UPPORTIN6 GRAVITY LOAD5 ONLY (NO UPLIFT LOA05) 20 "T" OR "L" 5TRON613AGK AT GABLE VERTICAL LONGER THAN 48" CONNECT W/ 12d NAILS AT 12" D.G. OVER FASCIA —' '�~ STRUCTURAL ROOF SHEATHING SEE ROOF NAILING PATTERN DIAPHRAM AREA FASTEN W/ 5d NAIL5 ALUMINUM OR 5/4" PRIME TRIM 2x4 5TRON6BAGK IF GABLE TRU55 15 BOARD OVER 2x4/2x6 II TALLER THAN 8'-0" PRE-ENG'RED. PRE( A5T GONG. LINTEL ABV, TYP. SPECIFICATIONS FOR FASCIA 2x4 DIA6. "X" -BRACING W/ (3)12d NAILS WOW. AND DOOR OPN65. SEE PLANS FOR MATERIAL AT EA. 2x4 TO 2x4 JOINT CONT. ALUM. u ii �, --I/2" DRYWALL OVER Ix2 P.T. (MIN) AT 24" BRACING SCHEDULE ° > > SPAN BRAGING REQ'). / ` GREATER THAN 20 FT. 10 (3) PAIRS AT 1/4 PT5. (1) / FT. TO 20 FT. LE55 THAN 10 PAIR AT MID -PT. NO FT. BRAGING REQ'). 20 BLK6. AT 48" O.G. FROM GABLE END BACK 8'-0" BTWN. TRU55 BOTTOM CHORDS 1IL 1 6YP50M GEILING DIAPHRAM NAILING ii 8x8xlb GONG. KNOCKOUT BLK. TOP GABLE END 1"Illr ROOF TRU55 IOd NAILS AT b" 6OUR5E - FILL W/ GONG. AND I-#5 O.G. u III BAR CONT. FLAT CEILING GABLE END 51MP5oN "L5TAI2" OR GUIGK TIE "L512" STRAP 2x4 DONT. BLKG. AT 24" O.G. TRU55 TO DBL. 20 TOP PLATE PLATE TYP. GABLE END FRAME WALL GABLE END TRUSS DETAIL 56ALE : 1/2" = 1'-0" SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER MANUF. INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND GAP NAILS AT 12" OG. EDGE 24" O.G.-FIELD) ON 1/16" SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENGRED ROOF TRU55E5 AT 24" O.C. HURR. STRAP AT EA. TRU55 SEE 12 ROOF PLAN PER 8x8xlb GONG. KNOCKOUT BLK. TOP ELEV. R-30 INSULATION GOUR5E - FILL Wl GONG. AND 145 BAR CONT. DRIP EDGE I/2" GYP5UM BD. OVER FASCIA —' '�~ 4'-0" FASCIA MATERIAL TO BE 12" DIAPHRAM AREA FASTEN W/ 5d NAIL5 ALUMINUM OR 5/4" PRIME TRIM AT 4" O.G. REMAINDER AT l" O.G. BOARD OVER 2x4/2x6 II 5UBFA5GIA REFER TO 5U131). PRE-ENG'RED. PRE( A5T GONG. LINTEL ABV, TYP. SPECIFICATIONS FOR FASCIA ii WOW. AND DOOR OPN65. SEE PLANS FOR MATERIAL LOGATION5 AND TYPES CONT. ALUM. u ii �, --I/2" DRYWALL OVER Ix2 P.T. (MIN) AT 24" VENTED SOFFIT z ° O.G. (MAX.) TEXTURED GEMENT FIN15H OVER 8xbxlb GONG. BLOCK -- - - ____-R-3 MIN. INSULATION-5EE ENERGY CALC5, FOR REQ'). R -VALUE #5 VERT. BAR TIED INTO #5 BAR DOWEL AND TOP GOURSE REBAR AT EA. REINF. GONG. FILLED BLOCK CELL A5 LOCATED PER PLANS PRECAST WOW. SILL - TYP. AT 5TD. HDR OPN6. J z nu 4" MIN. 31/2" MIN. GONG. SLAB (2500 P51) W/ `y uu FIBERME5H OR bxb 10/10 WWM OVER VAPOR BARRIER iiu u FIN15H GRADE GLEAN COMPACTED EARTH FILL #5 BAR DOWEL TIED TO FTG. REBAR MONOLITHIC SLAB EDGE I6° FOOTING PER 5LAB PLAN AT EA. REINF. FILLED GELL A5 MIN. LOCATED PER SLAB PLAN TYP. EXT. BLOCK WALL SECTION 5GALE: I/2"=1'-0" LATEST REVISION DATE TO MASTER: 05/10/07 0 DU W U _w C/) ui O 1 O U) O z0 0 w J W Z: Wv O ++ Z o C H cfl-H M wm .� W 25 Lu to0W� < o J o M J 11 fA N U_ LU a < "S H z � n W V � Z I- LLJ Lij LLJ (29 U) J N O z w o 0 0 J O W H 0 U) J cl) DO NOT 5GALE PRINT51 GONSTRUGTION 5HALL BE PER INDIGATED DI81131510N5 ONLY, ANY 1?15GREPENGIE5 TO BE REPORTED TO M/I NOME5 FOR GLARIPIGATIONI D2 ORLANDO ONE-HOUR R/ FIRE RETARDANT W" EXT. PORTI PLASTER ON EXPI BACK METAL LA STUD W/ BOLT SRT. 5TA55ERED "`�"'� METAL "` """ "'" ' ' "L" TYp, DETAIL AT SEPARATION WALL SCALE: 3"=1'_0" HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" (38MM) BETWEEN THE WALL AND THE HANDRAILS 1 1/2" DIAMETER CONT. HANDRAIL TYPICAL SECTION AT HANDRAIL RAILINGS /GUARDRAILS PER F.B.C.1015.3 BALUSTER SPACING MUST REJECT 4" DIA. SPHERE UP TO HEIGHT OF 34" - BOTTOM RAIL OR CURB MUST REJECT 2" DIA. SPHERE R 0 Lu 0 STAIR TREAD AND RISER CALCULATIONME (2) RISERS + (1) TREAD = 2411 (MIN.) TO 25II (MAX.) = REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND R15ER5 �o HANDRAIL WITH CIRCULAR GRO55 SECTION DIAMETER BTWN 1112" TO 2", OR PROVIDE GRO55 TOTAL STAIR RUN SECTION OF EQUIVALENT MINIMUM TREAD (NOT INCLUDING NOSING) = q" WIDE 3/4" PLYWOOD 6RA5PABILITY PERFORMANCE 2x8 BLOGKIN6 BEHIND HANDRAIL I" N051N6 FLOORING TOP AT 38" ABOVE ED6E OF TREAD FLOOR TRUSS TRU55 . . y � PICKETS SHALL BE PLACED ROOF TRUSSES OR 2x RAFTERS DIAPHRAM AREA NO GREATER THAN 4" O.G. AT 24" O.G.- CONNECT 1x10 STRINGER BE ALUMINUM OR W/ (2)16d MIN. COMMONS I" N051N6 Sd NAILS AT 3" O.G. AT TOE -NAILED TO TOP PLATE Z 5HEATHIN6 EDGES "zN J Q 2x12 TREAD 5TAGGER NAILS BTWN. 5P2 AT EA. SINGLE AN AN SEE ROOF PLFOR REQ'D. PANEL EDGES 5TUD TO TOP PLATE B STRAP AT MEMBER NOTES: "D5P" AT EA. DOUBLE 3/4" PLYWD. I. NAILHEAD5 SHALL- STUD PANEL EDGE TO R15ER w m m OF THE SHEATHING BY MORE Id " X m Q kN THAN THE NAILHEAD THICKNESS. II __ 11 _ XX 2x4 CONT. BLKG. L 2. PROVIDE I/S" SPACE BETWEEN -- -X =• •- ON EDGE OR FLAT- ON mU- Q §= ¢p, ALIGN WITH EDGE �o / I,I I,I OF EXT. SHEATHING I "L5TA24" STRAP AT I I I (LOCATE AT MID -WALL Qo / bxbxlb GONG. KNOCKOUT BLK. HT. H/ NO 5HEATHING) ®GARAGE CEILING W/ LIVING AREA ABOVE) 8d NAILS AT 6" O.C. VERT. Ia i i W I (2) STRAPS EA. 51DE AT FIELD STUDS i i i'i FASTEN W/ 5d NAILS AT 4" D.G. II REMAINDER AT 7" O.G. Q) I,I I,I 2x STUDS AT I AGRO55 OPNG. 8d NAILS AT 3" O.G. AT - �i'� - �I I " 16 O.G. I SHEATHING EDGES I•I I• NO STRAP REO'D, AT / STAGGER NAILS BTWN. i I i i STUD TO PLATE IF i STUD TO RIM BD./BLKG. PANEL EDGES i i 5HEATHING CONT. TO I FOR OPN65. > 5'-0" BOT. OF FLR. TRU55 I 8d NAILS AT 3" O.G. HORIZ. FLR. TRU55E5 AT 2x4 OR 2x6 RIM BD. BTWN, I,I I,i AT 2x SILL PLATE I I I I 24 O.G. FLR. TRUSS -- CONNECT TO 0 NAIL (2)2x4 TO BOTTOM OF / ��/ FLOOR TRU55 12" OR LE55 / IN DEPTH 2x8 STAIR LEDGER CONNECT TO / FLOOR TRUSS W/ (2)IOd NAILS AT / 6" O.G. MAX. OR EQUIVALENT CONNECT GARRIA6E TO LEDGER / W/ (2)IOd TOE -NAILED COMMONS STAGGERED EA. SIDE CONNECT PLYWD. R15ER TO TREAD WITH (4) bd NAILS 2x12 GARRIA6E AT SIDES AND CENTER OF 5TAIR5 WITH 2x6 5PAGER AT SIDE WALLS GONNEGT 5PAGER TO EA. STUD I^1/ (2) IOd COMMONS / 2x4 P.T. / KICK PLATE TYPICAL STAIR SECTION SCALE; N.T.S. NO 5TRUGTURAL. MEMBER OR BLDG. 5ERVIGE 5HAL L PENETRATE THE FIRE RATED SHAFT WALL BETWEEN UNITS. A51PHALT 5HIN60 ON 5TRUGTURAL 51&THING 4'-0" MIN.FAGH 51PE OF CENTER LINE OF WALL - (5EE ROOF NAILIN6 PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD / AND PRE -%W ROOF ROOF SIEATHIM TRU55E5 AT 24" OL. m RAKE TIE BEAM W/ (1) #5 DONT. MAINTAIN 2" GLEARANGE TO REBAR FROM TOP OF BEAM Ir'i x ?I 51N f mx1b GONG. KNOCKOUT U. COURSE - FILL W/ GONG. AND a 145 BAR DONT. CD O 2xb DONT. P.T. W/ (2) ROWS OF 1/4"x4" TAPCON5 5TAG6E� AT � 24' O.G. 3/4" PLYWOOD DECKING --� DOUBLE bx5xlb GONG. - KNOGKOUT BLK. GOUR5E - FILL Wl GONG, AND I45 BAR GONT. 0 CQ �v- 2'-0" w i pig I,�'''''''�►..� 1 :r 1/2' DRYWALL OVER DBL. Ix2 A.T. AT 24" O.G. (MAX) #5 VERT. BAR TIED INTO #5 BAR DOWEL AND TOP GOUR5E REBAR AT FA. REINF. COX. FILLED BLOGK GELL A5 LOGATED PER PLANS 3/4' T46 PLYWOOD FLOOR -NAILED 8 6LUED W/ Sd NAIL5 AT 12' O.G. IN FIELD -AND b" O.G. AT PANEL ED615 PRE-EN5IL,,EERED APPROVED SHINGLES AT 4" MANUF. I TYPE: GERTAINTEED "LANDMARK 30 AR" GERTAINTEED "LANDMARK 30" IN51JLATION rPROVIDE DRAFTSTOPPIN6 TO SEPARATE I GEILIN6 AREA5 NO 6REATBR THAN 500 5.F. TRU55E5 AT DRYWALL OVER DBL. Ix2 P.T. AT 24' O.G. (MAX) #5 VERT. BAR TIED INTO #5 BAR DOWEL AND TOP GOUR5E REBAR AT EA. REINF. GONG. FILLED BLOGK CELL A5 LOGATED PER PLA,15 31/2' MIN. GONG. 5LA13 (2500 P51) W/ FIBERME5H OR bxb 10/10 WWM OVER VAPOR BARRIER CLEAN COMPACTED EARTH FILL �— MONOLITHIC SLAB FOOTIN6 PER 5LA13 PLAN TYP. UNIT 5EPARATION HALL 5EGTION AT DE3 ROOF TRU55 PARRELLEL TO FRAME HALL 56AL E: 1/2"4-0" FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.G. MAX. CONT. 2x6 TOP RAIL- GONNTE( TO FLR. TRU55 W/ (6)Ibd NAILS EXT. SHEATHING NAILING PATTE PROVIDE 8d NAILS AT 3`0.( (2) ROW5 AT 2x6 TOP RAIL (1) ROW AT 2x4 BOT. RAIL CONT. 20 BOT. RAIL- GONNEC, TO FLR. TRU55 W/ (4)Ibd NAILS (2x4 P.T. IF IN CONTACT W/ GO,.-., ALTERNATE FLR. TRUSS END RAILS IN LIEU OF 2x4 BLKG. BTWN, RAILS AS PART OF FLR. TRU55 END GON5T. 2x4 5TUD5 ® 16" O.G. 3/4" PLYWOOD FLOOR PRE-ENG'D. FLOOR TRU55E5 ® 24" O.G. 1/16" MIN. 5TRUGTURAL WALL Im SHEATHING 1 1 17 TOP CHORD OF BOT. CHORD FLOOR TRU55 OFOFFL OR ` 11 II BLOCK WALL II BELOW (2) 51MP50N "HETA20" STRAPS CONNECTING PARALLEL END TRU55 TO BLK. WALL INDIGATE5 PARALLEL END (2) 51MP50N "L5TA36" 5TRAP5 FLOOR TRU55 CONNECTING 2N0 5TY. CORNER 5TUD5 TO PARALLEL END FLR. TRU55 PLAN LOCATE MIN. 11/2" FROM CORNER EDGE. INDICATES GABLE END FLOOR TRU55 2x4 CORNER WALL 5TUD5 / 24"H. 2x4 SPACER W/ NO GAP ABV. WALL SILL PLATE - ALIGN STRAP IN CENTER OF 5TUD DD NOT PLACE STRAP JOINT BTWN. 5TUD5 - ALIGN 50LID BLKG. BELOW -(2) 5IMP50N 15TA36" STRAPS OVER EXT. SHEATHING CONNECTING 2ND 5TY. CORNER STUDS TO PARALLEL END FLOOR TRU55- PROVIDE SOLID BLKG. FOR STRAP NAILING ----� 2x4 OR 2x6 RIM BOARD(5) PROVIDE 50LID BLKG. BTWN. � I�I AT CORNERS BLOCK WALL --"' ~-� (2) 51MP50N "HETA20" 5TRAP5 BLOCK GONNEGTING FLOOR TRU55 TO WALL GONG. BLK. WALL - NAIL TO INSIDE PARALLEL TRUSS FACE OF PARALLEL END FLR. TRU55 ---"/ PARALLEL TRUSS SIDE ELEV. END ELEV. 2ND STY. CORNER HOLD-DOWN DETAIL SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER MANUF. INSTALLATION DETAILS) OVER 15# FELT (2" 51DE LAP / 4" END LAP AND GAP NAILS AT 12" O.G.-EDGE, 24" O.G.-FIELD) ON 7/16" SPAN RATED 5TRUGTURAL 5HEATHIN6 (SEE ROOF NAILING PATTERN) AND R-30 INSULATION PRE-ENG'RED ROOF TRU55E5 AT 24" O.G. HURR. STRAP AT EA. TRU55 12 SEE ROOF PLAN PER F - CONT. 2x4 DBL. PLATE ELEV' W/ 51MP50N "5PH4" AT EA. STUD —AAAAAAA I v v v v v v v v v v v v v v DRIP EDGE 1/2" GYPSUM BD. OVER FA5CIA 4'-0" 12" ROOF TRUSSES OR 2x RAFTERS DIAPHRAM AREA FASCIA MATERIAL TO AT 24" O.G.- CONNECT FASTEN W/ 5d NAILS AT 4" O.G. BE ALUMINUM OR W/ (2)16d MIN. COMMONS REMAINDER AT l" O.G. Sd NAILS AT 3" O.G. AT TOE -NAILED TO TOP PLATE Z 5HEATHIN6 EDGES "zN J Q DONT. 2x4 SOLID WALL BLKG. ON 5TAGGER NAILS BTWN. 5P2 AT EA. SINGLE AN AN SEE ROOF PLFOR REQ'D. PANEL EDGES 5TUD TO TOP PLATE B STRAP AT MEMBER NOTES: "D5P" AT EA. DOUBLE 2x4 BLKG. 5ET ON EDGE I. NAILHEAD5 SHALL- STUD PANEL EDGE TO R-11 MIN, INSULATION - NOT PENTRATE THE FAGS - ----?� ___IT---- I� - TOP PLATE t - - REFER TO HEADER OF THE SHEATHING BY MORE Id J � ii SCHED. FOR SIZES THAN THE NAILHEAD THICKNESS. II __ 11 _ XX 2x4 CONT. BLKG. "5P2" AT 16" O.G. 2. PROVIDE I/S" SPACE BETWEEN -- -X =• •- ON EDGE OR FLAT- ON ACROSS HDR. SPAN 5HEATHIN6 PANELS. i'i i'i ALIGN WITH EDGE I,I I,I OF EXT. SHEATHING I "L5TA24" STRAP AT I I I (LOCATE AT MID -WALL I MDR. STUD TO BEAM bxbxlb GONG. KNOCKOUT BLK. HT. H/ NO 5HEATHING) ®GARAGE CEILING W/ LIVING AREA ABOVE) 8d NAILS AT 6" O.C. VERT. Ia i i W I (2) STRAPS EA. 51DE AT FIELD STUDS i i i'i FASTEN W/ 5d NAILS AT 4" D.G. II REMAINDER AT 7" O.G. I WITH (4) OR MORE TRUSSES I,I I,I 2x STUDS AT I AGRO55 OPNG. 8d NAILS AT 3" O.G. AT - �i'� - �I I " 16 O.G. I SHEATHING EDGES I•I I• NO STRAP REO'D, AT I "L5TA24" STRAP AT HDR. STAGGER NAILS BTWN. i I i i STUD TO PLATE IF i STUD TO RIM BD./BLKG. PANEL EDGES i i 5HEATHING CONT. TO I FOR OPN65. > 5'-0" BOT. OF FLR. TRU55 I 8d NAILS AT 3" O.G. HORIZ. FLR. TRU55E5 AT 2x4 OR 2x6 RIM BD. BTWN, I,I I,i AT 2x SILL PLATE I I I I 24 O.G. FLR. TRUSS -- CONNECT TO EARTH FILL TRU55 W/ (4)Ibd NAILS (2x4) 3 3 _3A 3:I:[A (6)Ibd NAILS (2x6) 2x4 BLKG. B—i TWN. r--rr-- '-rr— 2X4 BLKG. BTWN. •• RIM BD. AT ALL jr'; i s i i s i I RIM BD. AT ALL II 2x4 P.T. RIM BD. BTWN. SHEATHING EDGES J L--11- --- L1_J 5HEATHIN6 EDGES FLR. TRU55 -- CONNECT TYP. EXT. 2 -STORY WALL SECTION TO TRUSS W/ (4)I6d NAILS PROVIDE DBL. ROW OF 8d NAILS AT Bd NAILS AT 3" O.G. HORIZ. ALTERNATE CONT, 2x6 TOP RAIL I.L.O, AT TOP AND BOTTOM RIM BD. DBL. 2x4 SOCIO BLKG. NAILING TO FLR. TRU55 BLKG. BTWN. RAILS OR TRU55 CHORD BELOW HDR. STUDS OF OPN65. > 5'-0" EXT. WALL SHEATHING GONG. BLOCK EXT. WALL "HETA20" STRAP AT EA. FLR. TRU55 END OI�Rt�'40.0.(A. Yt1P�lENEd1C715 DETAIL AT 2 -STY. 2 -STY. EXT. FRAME REQUIRED NAILING PATTERN AS NOTED FOR WALL CONNECTOR DETAIL 5HEATHIN6 TO ACT AS UPLIFT LOAD CONNECTOR BETWEEN WALL STUDS AND FLOOR TRUSSES NO 5TRUGTURAL. MEMBER OR BLDG. 5ERVIGE 5HAL L PENETRATE THE FIRE RATED SHAFT WALL BETWEEN UNITS. A51PHALT 5HIN60 ON 5TRUGTURAL 51&THING 4'-0" MIN.FAGH 51PE OF CENTER LINE OF WALL - (5EE ROOF NAILIN6 PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD / AND PRE -%W ROOF ROOF SIEATHIM TRU55E5 AT 24" OL. m RAKE TIE BEAM W/ (1) #5 DONT. MAINTAIN 2" GLEARANGE TO REBAR FROM TOP OF BEAM Ir'i x ?I 51N f mx1b GONG. KNOCKOUT U. COURSE - FILL W/ GONG. AND a 145 BAR DONT. CD O 2xb DONT. P.T. W/ (2) ROWS OF 1/4"x4" TAPCON5 5TAG6E� AT � 24' O.G. 3/4" PLYWOOD DECKING --� DOUBLE bx5xlb GONG. - KNOGKOUT BLK. GOUR5E - FILL Wl GONG, AND I45 BAR GONT. 0 CQ �v- 2'-0" w i pig I,�'''''''�►..� 1 :r 1/2' DRYWALL OVER DBL. Ix2 A.T. AT 24" O.G. (MAX) #5 VERT. BAR TIED INTO #5 BAR DOWEL AND TOP GOUR5E REBAR AT FA. REINF. COX. FILLED BLOGK GELL A5 LOGATED PER PLANS 3/4' T46 PLYWOOD FLOOR -NAILED 8 6LUED W/ Sd NAIL5 AT 12' O.G. IN FIELD -AND b" O.G. AT PANEL ED615 PRE-EN5IL,,EERED APPROVED SHINGLES AT 4" MANUF. I TYPE: GERTAINTEED "LANDMARK 30 AR" GERTAINTEED "LANDMARK 30" IN51JLATION rPROVIDE DRAFTSTOPPIN6 TO SEPARATE I GEILIN6 AREA5 NO 6REATBR THAN 500 5.F. TRU55E5 AT DRYWALL OVER DBL. Ix2 P.T. AT 24' O.G. (MAX) #5 VERT. BAR TIED INTO #5 BAR DOWEL AND TOP GOUR5E REBAR AT EA. REINF. GONG. FILLED BLOGK CELL A5 LOGATED PER PLA,15 31/2' MIN. GONG. 5LA13 (2500 P51) W/ FIBERME5H OR bxb 10/10 WWM OVER VAPOR BARRIER CLEAN COMPACTED EARTH FILL �— MONOLITHIC SLAB FOOTIN6 PER 5LA13 PLAN TYP. UNIT 5EPARATION HALL 5EGTION AT DE3 ROOF TRU55 PARRELLEL TO FRAME HALL 56AL E: 1/2"4-0" FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.G. MAX. CONT. 2x6 TOP RAIL- GONNTE( TO FLR. TRU55 W/ (6)Ibd NAILS EXT. SHEATHING NAILING PATTE PROVIDE 8d NAILS AT 3`0.( (2) ROW5 AT 2x6 TOP RAIL (1) ROW AT 2x4 BOT. RAIL CONT. 20 BOT. RAIL- GONNEC, TO FLR. TRU55 W/ (4)Ibd NAILS (2x4 P.T. IF IN CONTACT W/ GO,.-., ALTERNATE FLR. TRUSS END RAILS IN LIEU OF 2x4 BLKG. BTWN, RAILS AS PART OF FLR. TRU55 END GON5T. 2x4 5TUD5 ® 16" O.G. 3/4" PLYWOOD FLOOR PRE-ENG'D. FLOOR TRU55E5 ® 24" O.G. 1/16" MIN. 5TRUGTURAL WALL Im SHEATHING 1 1 17 TOP CHORD OF BOT. CHORD FLOOR TRU55 OFOFFL OR ` 11 II BLOCK WALL II BELOW (2) 51MP50N "HETA20" STRAPS CONNECTING PARALLEL END TRU55 TO BLK. WALL INDIGATE5 PARALLEL END (2) 51MP50N "L5TA36" 5TRAP5 FLOOR TRU55 CONNECTING 2N0 5TY. CORNER 5TUD5 TO PARALLEL END FLR. TRU55 PLAN LOCATE MIN. 11/2" FROM CORNER EDGE. INDICATES GABLE END FLOOR TRU55 2x4 CORNER WALL 5TUD5 / 24"H. 2x4 SPACER W/ NO GAP ABV. WALL SILL PLATE - ALIGN STRAP IN CENTER OF 5TUD DD NOT PLACE STRAP JOINT BTWN. 5TUD5 - ALIGN 50LID BLKG. BELOW -(2) 5IMP50N 15TA36" STRAPS OVER EXT. SHEATHING CONNECTING 2ND 5TY. CORNER STUDS TO PARALLEL END FLOOR TRU55- PROVIDE SOLID BLKG. FOR STRAP NAILING ----� 2x4 OR 2x6 RIM BOARD(5) PROVIDE 50LID BLKG. BTWN. � I�I AT CORNERS BLOCK WALL --"' ~-� (2) 51MP50N "HETA20" 5TRAP5 BLOCK GONNEGTING FLOOR TRU55 TO WALL GONG. BLK. WALL - NAIL TO INSIDE PARALLEL TRUSS FACE OF PARALLEL END FLR. TRU55 ---"/ PARALLEL TRUSS SIDE ELEV. END ELEV. 2ND STY. CORNER HOLD-DOWN DETAIL SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER MANUF. INSTALLATION DETAILS) OVER 15# FELT (2" 51DE LAP / 4" END LAP AND GAP NAILS AT 12" O.G.-EDGE, 24" O.G.-FIELD) ON 7/16" SPAN RATED 5TRUGTURAL 5HEATHIN6 (SEE ROOF NAILING PATTERN) AND R-30 INSULATION PRE-ENG'RED ROOF TRU55E5 AT 24" O.G. HURR. STRAP AT EA. TRU55 12 SEE ROOF PLAN PER F - CONT. 2x4 DBL. PLATE ELEV' W/ 51MP50N "5PH4" AT EA. STUD —AAAAAAA I v v v v v v v v v v v v v v DRIP EDGE 1/2" GYPSUM BD. OVER FA5CIA 4'-0" 12" x DIAPHRAM AREA FASCIA MATERIAL TO 7/16" MIN. STRUCTURAL WALL FASTEN W/ 5d NAILS AT 4" O.G. BE ALUMINUM OR L REMAINDER AT l" O.G. 5/4" PRIME TRIM BOARD SEE PLANS FOR LOCATIONS AND TYPES Z OVER 2x4/2x6 5UBFA5GIA "zN J Q DONT. 2x4 SOLID WALL BLKG. ON REFER TO 5UBD. TO FLR TRUSS W/ (4)Ibd NAILS EDGE OR FLAT AT 5HEATHIN7 JOINT- SPEGIFIGATIONS P -ENG' TRU NAILS PERMITTED TO PENETRATE FOR FASCIA MATERIAL R-3 MIN. INSULATION - 2x4 BLKG. 5ET ON EDGE CONT. ALUM. 24" O.G. (M R-11 MIN, INSULATION - VENTED SOFFIT REFER TO ENERGY GAL(ULATION z Q T FOR REQUIRED INSULATION R -VALUE - 2x4 STUDS AT 16" O.G. @ b' -I I/8" WALLS 2X6 5TUD5 AT I6O.G. @ WALLS > S' -I �" H. 2X MIDWALL BLOGKIN6 CONT. 2x4 PLATE 3/4" T$6 PLYWOOD FLOOR -NAILED a GLUED W/ 8d NAILS AT 12" O.G. IN FIELD AND 6" O.G. AT PANEL EDGES PROVIDE DRAFT5TOPPING TO SEPARATE CEILING AREAS NO GREATER THAN 500 5.F. FLOOR TRU55 LATEST REVISION DATE TO MASTER: 05/10/07 x 7/8" THK. CEMENT PLASTER OVER U- 7/16" MIN. STRUCTURAL WALL 2 -co w ZQ � W 5HEATHING-SEE DETAIL FOR L REOV. NAILING PATTERN o SEE PLANS FOR LOCATIONS AND TYPES Z .0 "zN J Q CONT. 2x4 TOP/BOT. RAIL -CONNECT AWJ N`` TO FLR TRUSS W/ (4)Ibd NAILS FOR REQUIRED INSULATION R -VALUE - 2x4 STUDS AT 16" O.G. @ b' -I I/8" WALLS 2X6 5TUD5 AT I6O.G. @ WALLS > S' -I �" H. 2X MIDWALL BLOGKIN6 CONT. 2x4 PLATE 3/4" T$6 PLYWOOD FLOOR -NAILED a GLUED W/ 8d NAILS AT 12" O.G. IN FIELD AND 6" O.G. AT PANEL EDGES PROVIDE DRAFT5TOPPING TO SEPARATE CEILING AREAS NO GREATER THAN 500 5.F. FLOOR TRU55 LATEST REVISION DATE TO MASTER: 05/10/07 (BOT. RAIL TO BE 2x4 P.T.) O .._.V 0) ago I -I C � 2 -co w ZQ � W Co Lu 0Wcj� = H o SEE PLANS FOR LOCATIONS AND TYPES Z .0 "zN J Q ii 1/2" DRYWALL OVER Ix2 P.T. (MIN.) AWJ N`` .- EXPANSION JOINT P -ENG' TRU (BOT. RAIL TO BE 2x4 P.T.) II PRE-ENG'RED. PRECAST GONG. LINTEL Lo ii ABV. TYP. WDW. AND DOOR OPNG5. cn J SEE PLANS FOR LOCATIONS AND TYPES Z CONT. GALV. MTL ii 1/2" DRYWALL OVER Ix2 P.T. (MIN.) CV O EXPANSION JOINT P -ENG' TRU ES R-3 MIN. INSULATION - SIMP50N "HETA20" AT EA, TRUSS 24" O.G. (M 11 REFER TO ENERGY CALCULATION u = 0 LJJ FILL ALL HOLES W/ NAILS J � II #5 VERT. BAR TIED INTO #5 BAR (TRU55 PARRALLEL TO WALL-5TRAP ATA 4'-0" 1/2" GYPSUM BD. (5/8" "X" 0 CEMENT PLASTER OVER EA. VERT. CHORD (24" O.G. MAX.) W TYPE GYP. BD. 11 CELL A5 LOCATED PER PLANS p bxbxlb GONG. KNOCKOUT BLK. DIAPHRAM AREA ®GARAGE CEILING W/ LIVING AREA ABOVE) Q W 0 TOP COURSE - FILL W/ GONG. AND 1-#5 BAR CONT. FASTEN W/ 5d NAILS AT 4" D.G. II REMAINDER AT 7" O.G. J ---� W DO NOT 5GALE PRINT51 NAILER 2x4 DIAPHRAM BLOCKING 24" O.G. GONTINUOU5 ACROSS 15t (2) TRU55 BAYS CONNECT TO EA. BOTTOM CHORD H/ (4) IOd NAILS "HETA20" STRAP ® 24" O.G. PROVIDE SOLID 2x4 BLOCKING BETWEEN TOP t BOT. 6HORD5 WHERE STRAP DOE5 NOT ALIGN W TRU55 VERTICAL. DETAIL @ FLOOR TRUSS PARALLEL TO WALL II PRE-ENG'RED. PRECAST GONG. LINTEL Lo ii ABV. TYP. WDW. AND DOOR OPNG5. cn J SEE PLANS FOR LOCATIONS AND TYPES C�l 031) ii 1/2" DRYWALL OVER Ix2 P.T. (MIN.) CV O AT 24" O.G. (MAX.) Z W U R-3 MIN. INSULATION - 11 REFER TO ENERGY CALCULATION u = 0 a FOR REQUIRED INSULATION R -VALUE J � II #5 VERT. BAR TIED INTO #5 BAR 1/2" EXTERIOR PORTLAND DOWEL AND TOP COURSE REBAR 0 CEMENT PLASTER OVER I AT EA. REINF. LONG. FILLED BLOCK W 8" G.M.U. 11 CELL A5 LOCATED PER PLANS p II PRECAST WDW. SILL - TYP. AT W u 5T0. WDW. OPNG. J I DO NOT 5GALE PRINT51 `� u II ii 4" 3 /2" MIN. GONG. SLAB (2500 PSI) W/ FIBERME5H OR 6x6 10/10 WWM GON5TRUGTION 5HALL BE PER INDIGATED DIMMION5 1111 MIN. ONLY, ANY DISGREPENGIES II11ut OVER VAPOR BARRIER TO BE REPORTED TO M/I HOME5 FOR CLARIFIGATIONI FIN15H GRADE --GLEAN COMPACTED EARTH FILL #5 BAR DOWEL TIED TO �- FTG, REBAR AT EA. REINF. FILLED CELL A5 MONOLITHIC SLAB EDGE 20° FOOTING PER SLAB PLAN LOCATED PER SLAB PLAN MIN. TYP. EXT. 2 -STORY WALL SECTION SCALE: I/2"= I' -O" D3 ORLANDO