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HomeMy WebLinkAboutBUILDING PLAN5ECURE STRAP TO CONC. W/ (2) 311111 TAPCONS 3 1/2" TI GONG. SLAB SIMPSON W5 ROLL STRAP OR EQUAL SECURE 5Tli TO UNIT W/ (2) "8xl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL ■ MOOR AUTO -VENT I �21' r I 2'� 1 I 21 2 13 WC �v ' 3° l STUDOR 1 3 AUTO VENT KITCHEN SINKS 1 2 ' I AUTO VENT i 1`� I 2, i�2" �2° 2"A `�� I 2, �� i WASH LAWS Y 3 2" 2, 1-- 2 2' 2 WC 1 3' 4, 3 INWARD CLEAN -OUT 4' OUT -WARD CLEAN -OUT q4v PLUMBING ISOMETRIC (SEWER) MODEL 1833 RYAN HOMES m N I FF I � r -- -- 2'-6" 2 -6w 11-0. 5'-011 «1 V 0 PAVERS !L 31'-9" ' C3 1/2' GONG., REINFORCED W/ 6'xb'-WIA x WIA ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL 40'-0' FIN. ELEV. FIN. CONC. 5LA5 WMI TUB/ I _' 5HWR ii I S I r II II ��c I��II II I— �____y N I� II DI 1' PVC CHASE FOR ELEC. EXTEND J SLA5 1 1/2' 3'-2" 9A � DI -6" RECESS SLAB D1 FOR PAVERS 3'-4" 12'-4" — 301 CONC. ■ ■ FTC_. W/ (3) 5 RE5AR5 EA, WAY 3 1/2' ON CHAIRS MIN. W(L L — 3 COVER — — ■ ■ ° © (PAVERS) ■ • ■ ■ ■ ■ ■ PAVER ■■ EDGE v LINE -m' 4'-8u 8' 8" 51-0:, 501-011 ]FOUNDATION PLAN SCALE: 1/4 1'-O' ELEVATION 'D' 19'-)fd" 14'- 3/4' CONDENSATE LINE I 8 WH 0.Qma.. BOLLARD—/ 7i I I GOND.1 - ro 24'1 CONC. r FTG. W/ (3) 5 REBARS EA. WAY ON CHAIRS MIN. 3' COVER 3 1/2' CONC. SLAB CONCE48 FASTENERS OR ATTACHMENTS ARE THE NESPONIIIII11Y OF THE CONIMCTOR OF RECORD SCANNLU Sy THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST.LUCI£COLT%', RF.VIE\\'ED FOR C REVIE\YED B1' DATE T ,JUST gE KEPT ON JOB PLANS AND P , G. ti��SPECf 0`IWILLSE 1SADB A R C N I T E C T S Dro esingn Gu Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r o ti u a a < Lu n A m C � � 0 b svHDIV. 8e LOT: OAKLAND LAKE (LOT#5) MODEL: 1833 XKX00-00 PROJECT: 2784.000/00005 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA SZ- L i D E: `7/23/18 ALE: 1 /4"=1' — 0" HEET 03' JUL 2 6 °018 ST. Lucie County, Permitting 2" 32'-10" 2ll 10' 26'-2" il'-4" 0 -8" 20'-2" F. 1'-0' ■ ■ 9'-4' 2' -4ll E.11 I �\ SGALI=: 1/4 = I'-0" ELEVATION 'p' CIO A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngr,oup.com AA #: 0003325 N W ti ~ w a � a a Q 0 � q 0 m C � 0 e SiTBDIV. 7 LOT: OAKLAND LAKE (LOT#5) MODEL: 1833 xXX00-00 PROJECT#: 2784.000/00005 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA I0L � DA. E: '7/23/18 i sOALE: 1/4"=1"-0'" MEET 2 cF ,,9 V a e A R C H I T E C T S Desi n 1 U I pnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 O h UU ~ W Q O a lu Q N EN Q� [ML'o E 8 ANA+ W E O C cc L SUBDIV. 8e LOT: OAKLAND LAKE (LOT#5) MODEL: 1833 XXX00-00 PROJECT*: 2784.000/00005 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA 'L1, 0L 7 /23/18 0)6ALE: 1/4"=1'-0" 1 3 of m Flee Copy sf'ti-s.`Y SQ.FT. CALC.'S IST FLR. LIVING GARAGE 1,533 411 5Q. FT. SQ. FT. TOTAL LIVING ENTRY PATIO 2,244 22 2-1 SQ, FT. SQ. FT. SQ. FT. TOTAL 2,293 9Q. FT. CUBIC VOLUME LIVING 15,S41 SQ. FT. COMPONENT AND CLADDING WIND LOADS BASK: WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SOUARE WN/DR VANJM am ZONE 160 MPH WIND DESIGNATION WVTH �G{T 1 22 3068 DR 40' 80' 4 21.9 / -30A 2 33 (2) 25-5H ib' (03, 4 3081 / -39b0 3 112 16 -o' x -0' 192' 84' 5 25.91 / -3139 4 11 E55-614 38, 63, 4 29b5 / -3220 5 5 11 25-SH 38, 63, 4 29b5 / -38.81 EGRESS/TEMP. 6 54 8068 SGD 98, 80' 4 2132 / •29.88 1 33 (2) 25-54 15 1/8' 63 1/4' 5 2630 / -36.18 EGRESS a 11 25-SH 38' 63, 5 32.40 / -42b0 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B- INTERNAL PRESSURE COEFRCENT=+.IS C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 010 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-V FROM T14E FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERlITE TREATED SPRAY 2x4 WOOD FRAMED) . 16' O.C. CABINET S. ECTION F:-m C-i uv 0 0 9'-0" I 23'-S" 3'-1" 3'-0" 2'-4" 5" 7-3" 4'-6' 19'-9" S'-6 " e PATIO O 25-SH E 9'25-SH m O -0'x3'-0' O EGRESS EGRESS SC77 sD - - TEMP n..W. a u SHOWER BHAAp a I OWNER'S SUITE 12'-6' x Ib'-W 8'-e' CLG. GREAT ROOM s 16'-2'x14'-(o' 8'-8' CLG. 1'-0" „2'-4' 4'-4" 4'-10" 11'-0' m & G _ -2'- 10' 4'-2' • O.SUITE - - BATH 1 (Ai; I WD 8 8� 5'-4° DEN (MAL) 12'-2'xl2'-I' 8'-8' CLG. 9 ) 25-SH B C � ro -- C _3xF---_—_ K "vl ®II I 2R-ISH ,p � I m KITCHEN v I I I j I I I A 1PIC I LL =� 1 3 C14u o7i. 4'-4" 4' III FOYER I I I III r III IIIT CIIIR/T III O M.7. ENTRY 8'-8CLG. DINING ROOM 10'-6'xll'-V 8'-8' CLG. (2)25-SH O BEDROOM 2 ( ) BATH 1 W-8' CLG, m tll 6 ;0 c� R/T C 10'-3" I� C O - R/T co BEDROOM 3 8 10'-O' x 12'-8' Kl N 8'-8' CLG. w A/C A `n ip I r-- —n LAUN 87-8' CLG. au Fl WI ems M.T. JO COND. BOLLARp-� L- 22X36 cn ATTIC ACCESS 2'-4"AV 10'-10" 2-CAR GARAGE I9'-2' x 20'-0' X>N 8'-8' CLG. ELECTRICAL PANEL 3 16'-0' X 1'-0' OHGO STRUCK BLOCK ® GARAGE WALL- 5'-Il" 1'-11, '-0' 4'-0' '-0' 4'-6' 4'-6' 2'-3" 10 -0" 2'-3" I1'-10, 1 S'-8' S'-O" 20'-6' I FLOOR PLAN SCALE,, 1/4 = I'-0' ELEVATION 'B' i �_R M A R C H I T E C T S Design Group Inc. LVIYV YYVVVfL JLIJV PH: 407-774-6078 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 r �O 0. w U � W m Q Q Q 0 �p c � m C A � 0 `lh4v m� w m Co m v uo Z mmmmi n Co m 8 0 SVHDIV. & LOT: OAKLAND LAKE (LOT#5) MODEL: 1833 XXX00-00 PROJECT*: 2784.000/00005 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D#TE: 7 /2 3 /18 GALE: 1/4"=1'-0" ffillEET 4 94A .„� 12 5 TEXTURED CEMENTIOUS COATING PER (ASTM C C92(o)(TYP) .REAR ELEVATION - SCALE: 1/4' = I'-0' ELEVATION 'E3' ATTIC VENT CALCS EA OF ATTIC 1833SQ•FT- NET FREE VENTILATION AREA REQUIRED (1/300) 6.11 SQ•FT• REQUIRED VENTILATION AREA (6.11 x 144) 879.8 SQ•IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 879.8) 9 IN OFF RIDGE VENTILATION AREA 115 3Q•IN./VW SOFFIT VENT VENTILATION PER LF 11.74 SQ•1N./IF TOTAL # OF VENTS REQUIRED 3.83 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTDLATION IN TOP 1/3 OF ROOF 440 KIN. REQUIRED LF OF SOFFIT VENTILATION 38 PROVIDED LF OF SOFFIT VENTILATION 72 !LF SHINGLE (TYP) 12 5 OFF -RIDGE VENT OFF -RIDGE VENT - — - — - — - — - — - - — - — - - — - — - — - - — - — - — - — - — -— -- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — 1'-4 TEXTURED CEMENTIOUS) COATING PER (ASTM C C926) (TYP) „2'-0 0'-0" FIN. PLR. -- ----------------------------------- LhYT., ELE T1 N SCALE: 1/4' = I'-0' ELEVATION 'B' 12 5 0'-8" BERG, HGsT (o'-F" HDR. HCxT.h - ----------------------- TEXTURED CEMENTIOUS� COATING PER (ASTM 2' 0" C926) (TYP) 0'-0" FIN. FLR. 6'SCORED BAND (TYP) .0" Y - —c 6'SCORED BAND (TYP.) I� 'I - - — - — - — - — - - - — - — - — - — - — - — - — - — - — - — - — - RIGHT ELEVATION SCALE: 1/4' = 1'-0' ELEVATION 'B' '-0" FIN. FLR. BRGx HGxT. HDR. HGT. -0" FIN. FLR. —6' SCORED BAND (TYP.) .rol-8" HDR. HGmT. COACH LIGHT TEXTURED CEMENTIOUS COATING PER (ASTM CS (TYP) -0" FIN. FLR. A R C H I T E C T S Design GroU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 0 m z o V 1 00 W Q Q Q 0 m Cq C q 0 0mw sVBDIV. 8e LOT: OAKLAND LAKE (LOT#5) MODEL: 1833 XXX00-00 PROJECT#: 2784.000/00005 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D E: 7/23/18 SCAT :1/4"=1'-0" File Copy ONNECTOR DES. UPLIFT GRAVITY1 DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-I6 1400 (-1) I0d x 1 1/2' I -PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 112' - NO 166 OPTION) 1985 (10) led x I IT' 1-PLY, NSP: (10) 106 x I IR7 (2) META-16 (2) HTA IS -IS 2500 Iwo (14) Ibd 2-PLY CUSP: NO 160 OPTION) HETA-16 1810 HTA 16 1615 (9) 10d x 1 1/2' I -PLY, (a) Ibd 2-PLY U6P: (10) 10d x 112', NO Ibd OPTION HETA-20 1810 HTA 20 1615 (0) IOd x I IQ' -PLY, (a) Ibd 2-PLY USP. (10) IOd x 11/2', NO 16d OPTION >_ 2035 (10) led x 1 1/2' I -PLY USP: (10) IOd x 1 1/2' (2) HET4-20 (2) HTA-20 3110 250m (12) 16d 2-PLY (USP: NO 16d OPTION) z O LGT-2 2150 LUGT-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WE, WOOD (16) 106 V) DETAL-20 2460 NO USP CONVERSION FOR SIMPSON DETAL-20 (IS) - IOd x 112, I PLY MST 3965 MUGT 4000 (1) 51 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (U6P: (28) 106 TO WOOD) HGT-2 10980 HUGT-2 9365 12) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (U5P: WOOD (9) 10d) HGT-3 . 10530 MAGI 9365 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. D' EMBED), (I&) 10d TO WOOD IUSP: WOOD lB) 10d) LGT3-8D52.5 3265 LUGT-3 5330 (IV SDS 1/4'4 12' TO GIRDER, (4) 3/6' x 5' TITEN HD TO WALL (USE: CONC. (4) 3/5' X 5' WEDGE BOLT, WOOD (12) WI 12!0 PARALLEL TO WALL LTA -a 1425 PERPENDICULAR TO LSTA 1555 (I0) led x I-12' (u5P: (10) 10d x I In. WALL _ VGT 4940 NO USP CONVERSION FOR SIMPSON 11GT (!) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (16)-61 1/4'X3" TO WOOD (2) VGT 7185 NO U6P CONVERSION FOR SIMPSON (2) VGT) (2) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS I/4'X3' / 2 PLY MTS-12 1000 MTW 12 1595 (14) 10d x 112' NSP: (14) 10d x 1 1/2', (14) 10d) HTS-16 1150 HTW 16 1"0 06)106 x 1 1/2' (U6P: (16) 106 x 1 1/2', (6) 10d) HT5-20 II HTW 20 2045 (24l 10d x 112' (USP: (24) Imd x 11/2', Q0) 10d) HTS-24 1450 HTW 24 2045 (24) 10d x 1 1/2' (U5P! (24) 10d x 1 1/2', (20) 10d) LSTA-12 . $25 LSTA 12 9'Im 00) led USP: (10) 10d L5TA-I5 r 1235 LSTA 16 1360 (14) led U5P: (14)!Od M6T4-IB .. 1315 M574-16 1315 (14) IOd U5P: (14) Imd N META24.. 1640 ME7A-24 1150 (18)'ad USE: (15) 106 a_ M57A-30 .. 2050 MSTA-30 2140 (22) 1Od USP: (22) led M97A-36 `: 2050 MSTA-36 2525 (26)10d U5P: (26)106 115T1-36 3500 KSTI 236 3090 (36) 10d x I Ia. USE, (36) 10d x 112' F— ul M5T'-46 501 KT81246 4250 (48)10d x112' USE: (45)106 x112' H6 S50 LFTA 6 1595 (6) ad TO PLATES, la) 8d TO STUDS (USP: (16) ad x 112', (16) Sd) 5P4 585 SET 4 945 (6) IOd x I IlP TO STUDS USP: (6) led x 112' TO STUDS -34 395 MP 34 410 (4l ad x /2' TO BEAM, (4) 56 x 1 12' TO POST. USE: (4) ad x 112' TO BEAM, (4) Sd x I I2' TO POST. :HCF2 645 HHOP 2 1070 (I2) 10d x III USP: (10) IOd x 1 1/2' TO TRUSS, 11m) led X 1 1/2' TO PLATE HID, 1340 RT I1 2150 (18) led x 112' USP: (5) 10d x 112' TO TRJ55, (8) I0d X I I/2' TO PLATE VGT 4 HDU4 4565 PHD 44 4535 (16)-50S 1/4'x3' TO WOOD, (101 1/4'1 1/2' All THREADED ROD, (2) NUTS/WASHERA PLY USP: 5/8' ATR MIN. T' EMBED SET IN HIGH STRENGTH EPDXY, 00) WSW WOOD SCREWS VGT 4 HDTB 4940 TDX 10 5110 (1111 SDS I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5/WA5HER/2PLY USE: T/8' ATR MIN. l" EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/8° THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 "15 (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN CONC, 02) 16d TO WOOD USP: SAME A5 SIMPSON ABU 66 2300 12000 PAU 66 2535 13015 (1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC., (12)16d TO WOOD USP: 54ME AS 51MPSON (n LTT19 . 1540 LT5 IS 1205 (113/4' A.1 R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN DOWD, (8)Imd TO WOOD USP: SAME AS SIMPSON Q� 0 20B (1) /T A.T.R. N HIGH 5TREN6TH EPDXY (MIN. I- EMBED) IN GONG, (10)Imd TO WOOD LTT20B ••• 1500 LTS 1105 U5P: 3/4' ATR MIN Y EMBED BET IN HIGH STRENGTH EPDXY, (10) 101 (10) 10d x I Irz', Yi2' (� 4465 (1) 5/8' ATR IN HIGH STRENGTH EPDXY 1MIN. T' EMBEDJ IN CONIC, (IB) SDnO X 1 1/2' (U6P (20) 166 X 2-IQ9 HT14 4455 HTT45 U5P HAS MORE NAIL OPTIONS: 1201106, (20) 10d x -12', (201 Ibd x 2 V . z Q (1)5/6' ATR. IN HIGH STRENGTH EPDXY IMIN. l' EMBED,) IN CONIC, (26) 16d X 2 V2' (U5F: (20) 16d X 2-1/2') HTT5 5090 HTT45 5430 USE HAS MORE NAIL CATIONS: (28) 10d, (28) 106 x 1-1 2% (20) 16d x 2 1/2' HHDQII-5D6 25. IIA O UFHD II 11 (U I' A.T.R. IN HIGH STRENGTH EPDXY, MIN Im' EMBEDJ IN DONC, (24) SDS Y4' x 2$' WOOD SCRFH5 CHIP (24) W83 WOOD SCREWS) "CIE, 6645 TDX 10 5110 (1)7/8' AB. IN HIGH 67RENG7H EPDXY, (MIN. T" EMBEDJ IN CONO., (3) 3/4' STUD BOLTS TO WOOD (U5P! (4) l/8' BOLT: SMPSON: (U 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN OMU. TOP, (1) 3/4' q T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15- EMBEDMENT) IN CMU. FACE, (18)I0d TO BEAM MBHA 356/1135 3475 5330 NFM35XI2U 3165 1139 USP: (V 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF OONC Al 3/4' CIA ITW V) RAMSST/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE, JOIST LJ 2660 (FLR) 25JO (FLR) U, HJ524!2 (UOOD) 3635 HU54121F 3060 (10) 166 TO HEADER (10) 16d TO WOOD LISP; SAME AS 61MP$ON 3265 IROOFI 9134 (ROOF) z HUC410 (CMU) 1810 SOBS HD410 IF 1905 3116 (18) 114' x 2-3/4° TITEN (9 PER FLANGE) TO CIT (Im) 10d TO WOOD: NSP: (16) 1/4' x 3' HS3 5CREW6, (10) 10d TO WOOD. = HUC210-2 (CMul 1810 5085 HD210-21F IS05 3119, (I5) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WI NSP: (18) 1/4' x 3' W53 SCREWS, (10) led TO WOOD HUC210-3 (CMU) 1810 4000 HD210-31F 1905 3114 05) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (U5P (IS) V4' x 3' U:i3 SCREW5, 00) 10d TO WOOD LGUM26-2-SIDS 1430 5595 NO 05P CONVERSION FOR SIMP50N LG41M26-2-6D5 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4' X 2 1/2' SOS SCREWS TO (WOOD HIGH,' STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER 01` RECORD FOR WRITTEN APPROVAL PRIOR TO 6UB57I7U7ING FOR SIMILAR EPDXY PRODUCTS OR U5P - CIA ADHE51 VE ANCHORING 5Y5TEM5. WHERE ANCHOR EMBEDMENT IS GREATER TLAN l' DEEP, THE VERT'CAL CELL IN C.M.U. WALL MUST BE FILLED SOLID W; GROUT. r 10d COMYON NAILS CAN BE 5JB5DTUTED WITH Imd x 11/2' NAILS IN CONJUNCTION WITH A F3% RED'J^_TION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THd A-PLIC47 ON PRIOR TO INSTAL'-ATION. .. MIINIMJM EMBEDMEN' INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT IIJTo THE FOUNDATION WIL'- BE T V) LL1 F— ATFI = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIIES) 0 z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOI ONE, AND CONDITIONS THAT MAY Ap = CONNEC-ORS THE CONTRACTOR CLOT BE RE51PONS ISLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECT ION 15 USED. WHEN U51NG STAINLESS STEEL CONNECTORS, JSE STAINLESS 5TEE_ FASTENERS. WHEN .5 NG _­,X -DC- GAL'/AVI -ED GONNA— USE FASTENERS GAL VANI•EC PER ABTM-A53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITEC' ENGINEER OF RECORD FIR OR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013" 'HIGH WIND -RESISTANT CONSTRUCTION O-HW09, AND ANCHORING 4 FASTENING 6v5TEM5 FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012. MINIMUM LUALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Pt.) UP TO 5'-0' TO S'-0' UN.O. 4'-11 1/2' 1'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER, 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5: HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. URO. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE 0, Op G (2) HETA-20 DIAGONALS FOR BOTTOM CHORD BRACINCz a 2n'-011 n(- MAX (TYP) DIAGONALS FOR BOTTOM CHORD BRACINrz a 201-011 n(- MAX (TYP ) IX4 DIAGONAL BOTTOM CHORD GABLE BRACING ROUH FRAMING PLAN. SCALE: 1/4 111 P-O' ELEVATION 'E3' (2) HETA-20 CJI CJ3 CJ5 Jl — MGT 502 501 Ix4 BTM. CHORD GABLE 5RACINCs A R C H I T E C T S Design Grou Ina. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 � F, V U 0.Lu Lu W q a a Lu 4 a _J Q Qr IN10I Immmm tot, m rn svHDIV. & LOT: OAKLAND LAKE (LOT#5) MODEL: 1833 moo-00 PROJECT#: 2784.000/00005 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHffECT_ STATE OF FLORIDA DAT 17/23/18 S ALE:1/4"=1'-0" SHEET File c' �---- 0 P.T. Ix2 LU/ MTL. [ i, TEXTURED CEMENTIOUS COATINC (ASTM C92(o) OVER PAPER BACK EXP. LATH OVER APPROVED PLASTIC { WRAP, OVER 1/16' O.S.B. SHEATHING OR PLYWOOD SECURED PER NAILING SCHf SECURE PRE-ENG. TRL I S'-5' BRCS. HT.� 0'-0' FIN. FLR. PAVE ENTRY DETAIL SCALE: 3/4' = I'-O' -ENG. ROOF �5ES :XTURED CEMENTITIOUS SATING AS PER (ASTM �2fo) (TYP.) A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 F O F U W z 0 � � w a � Q d) Q 0� � 4 � 9 61 QE V E O L C SU$DIV. 8e LOT: OAKLAND LAKE (LOT#5) MODEL: 1833 XXX00-00 PROJECT#: 2784.000/00005 PAGE: ENTRY SECTION 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 7 /23/18 /*CALE: 1/4"=1'-0" I SHEET L� 'fir Cg y V .14 File